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RC-15-2867Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
\\ 5
BUILDING
PERMIT APPLICATION
'BUILDING ❑ ELECTRIC
Master Permit
FBC 2014 —1
No. L S- -t
Sub Permit No.
❑ ROOFING - ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF
CONTRACTOR
JOB ADDRESS: LJL o 9totiga Cot Nufas-e
❑ CANCELLATION ❑ SHOP
DRAWINGS
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
33i38
NO X
OWNER: Name (Fee Simple Titleholder): Me IjkiS Ca Phone#: 303- ?.8Z-or05
Address: L4.4Q ()Van Coviccut ce
City: M1c11[ SU►Ueef
State: FL Zip: 36
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: KC Cons() 4toPhone#: .�c 12(1 -ric o
Ptt3z
.a..
i U L) 1(oW1.
Address: S
't' e.
City: cotk- lmuckka ule
Qualifier Name: V-eJlt`1 JM\A-YI
State:
FL
State Certification or Registration #: QC 00O22.9l
CAddress•
Value of Work for this Permit: $ Li ,O&()
Type of Work: Addition ❑ Alteration ❑ New
Description of Work: Add on M(I�,\i-Qt € j OO1M / Eli Scst & 1OoL-!'l1
Zip: 333Ci
Phone#: °!5÷2G1—(Hi
Certificate of Competency #:
Phone#: 3Cf - CiCo 1 ' G7LC.)
�V DESIGNER: Architect/Engineer: o \�'�dd pv J Q-kO
MC) Q t J
Square/Linear Footage of Work:
City: MA2.A� State: Ft. -Zip: 33 i 4S-
+/- 500
❑ Repair/Replace ❑ Demolition
Specify color of color thru iile: '
Submittal Fee $ Q�'.BO '`Permit Fee $
Scanning Fee $ 30. Radon Fee $
Technology Fee $
3Co
ZC�•Z5
Training/Education Fee $
3 50 CCF $
DBPR $ Z Notary $
Double Fee $
Structural Reviews $ ) V! 0 0 17,0
TOTAL FEE NOW DUE $ 9-09' - 50
i LOR 5©
(Revised02/24/2014)
Bond $ _ 500
radio
Bonding Company's Name (if applicable)
Bonding Company's Addresst-
City
.{t 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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
I
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' Gin 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 '•mme cement must be posted at the j.b site
for the first inspection which occurs seven (7) days after the building permit is is :•' ed. In the absence of such posted of e, the
inspection will not be approved and a reinspection fee will be charged.
Signature)0C1 Cr`.11\2___ Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
11- day of July , 20 15 by CLI) day ofl."1 , 20 1g by
ho is personally known to seJU) L S(\l. tT , who ls personally known to
'i� 1
me or who has produced as me or who has produced �/S) (t(Tc 0 ucmcs
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
************:
/`a.'" 74;. • MICHELLE BERRIOS
•
:: !L S\
_�• MY COMMISSION=FF012767
+ . EXPIRES April 29. 2017
.ti•.,orrw
iribt h#e�d,...
ytt* * * • 'Ei4r s** * *
APPROVED BY
CONTRACTOR
The foregoing instrument was acknowledged before me this
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
0r 904, Notary Public State of Florida
Sindia Alvarez
Q My Commission FF 156750
o. o. Expires 09/03/2018
***************************** ******************
Plans Examiner
Structural Review
00' '
pI
************ **
`i'45 Zoning
Clerk
(Revised02/24/2014)
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395
1940 NORTH MONROE STREET
TALLAHASSEE FL 32399-0783
SMITH, KEVIN C
KCS CONSULTING INC
5280 NE 16TH AVE
FORT LAUDERDALE FL 33334
Congratulations! With this license you become one of the nearly
one million Floridians licensed by the Department of Business and
Professional Regulation. Our professionals and businesses range
from architects to yacht brokers, from boxers to barbeque restaurants,
and they keep Florida's economy strong.
Every day we work to improve the way we do business in order to
serve you better. For information about our services, please log onto
www.myfloridalicense.com. There you can find more information
about our divisions and the regulations that impact you, subscribe
to department newsletters and leam more about the Department's
initiatives.
Our mission at the Department is: License Efficiently, Regulate Fairly.
We constantly strive to serve you better so that you can serve your
customers. Thank you for doing business in Florida,
and congratulations on your new license!
DETACH HERE
RICK SCOTT, GOVERNOR
`\ -STATE OF FLORIDA
DEPARTMENTTOF:BUSINESS _AND
r
� ,.. PROEESSION'AL'�12EGULATION �'.:- ,.
C9C062201 ;, . ISSUED 410/28/2014—
CERTIFIED GENERAL''CONTRACTORS----`---- -
SMITH KEVIN�}C - r� y'` ..
. KCS CONSULTING I
rya
;.u.—`....r—wv...y..
rt�
IS."CERTIFIED wider -the provisions. of,Ch'489'"FS!---
�Expirationdat AUG31,`2016 - L141028�003.406_
gam........-.---- r
KEN LAWSON, SECRETARY
--_ --STATE. OF.FLORIDA,,,
DEPARTMENT OPBUSINESS•AND PROFESSIONAL ;
CONSTRUCTION INDUSTRY LICENSING BOARD •:'.N`•�'�
Q
LICENSE NUMBER
m
,,
"`M-•�
y =sw
—
.`
. % ,
".. .'
CGC062201- -
.�—
`-'"' .
"w``.:`*�`+�
The GENERAL CONTRACTOR
Narned.below IS CERTIFIED -,_ -..�
-U.nap, tfie provisions"of Chaptec:489
Expiration"date: AUG•31,.2016 '- ;. ... —
•
SMIT,HrKEVIN.0 ,--
.. KCS-CONSULTING INCH"`'
; - " 5280-NE 16THAVE
. - FORTLL"AUDERDACE r' L33334....:;
ISSUED: 10/28/2014
DISPLAY AS REQUIRED BY LAW
SEQ # L1410280003406
BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT
t8 S, Andrews Rm. A-1 0. Ft. Lauderdale FL 33301-1895 954-831-4000
VALID OCTOBER 1, 2015 THROUGH SEPTEMBER 30, 2016
OBA:
Business Name: t C
TING
Owner Name:
Business Location: S2stt E 3 6 A4.;
T LA ERI3ALE
Business Phone:
Rooms
Tax runt
33.00
Scats
Employees
1
Receipt #:132fai163t
Business Type:
Business Opened 03/30/20
State/County/CertjReg
Exemption Code:
Professlo
l;u
NSF Fee
For Vei
Builne*s irtsly
Vending Typo:
t rial Years Co e tion Cost
rs
t Az/Wf1TS1
itl
Total Paid
THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS
S BECOMES A TAX RECEIPT
WHEN VALIDATED
Malting Address:
T:, EVIN SMITH
5280 NE 16 AV
PORT 1, :U R A'.
This tax is levied for the privilege of doing business 1thin Broward County and is
non -regulatory in nature, You must meet all County and/or Municipality planning
and zoning requirements, This Business Tax Receipt mustbe transferred when
the business is sold, business name has cnanc,/ed or you have moved the
business location.' This receipt does not indicate that the business Is legal or that
it is in cornpliance with State or local laws and regulations.
2015 - 2016
Receipt: #WW'.4-14-00124055
Paid 07/22/2015 33.00
ACOU® R
W CERTIFICATE OF LIABILITY INSURANCE
DATE (MM/DDmvv)
11/12/2015
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER
The Contractors Choice Agency
PO Box 13645
Chandler AZ 85248
CONTACT Jon Rock
NAME:
(Am No Fat). (800)918-3584 FAX
Nol: (877)684-9951
insuranceonline.com
,MIEss,Jon@nginsuranceonline.com
ADDR
INSURER(S) AFFORDING COVERAGE
NAIC #
INsuRERA:Preferred Contractors Insurance
12497
INSURED
KCS Consulting Inc.
5280 NE 16th Avenue
Ft. Lauderdale FL 33334
INSURER B
INSURERC:
INSURERD:
INSURER E :
INSURERF:
COVERAGES
CERTIFICATE NUMBER:CL09121605713
REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
LTRSR
TYPE OF INSURANCE
ADDL
SUBR
wvn
POLICY NUMBER
POLICY EFF
(MM/DD/YYYY)
POLICY EXP
(MM/DD/YYYY)
LIMITS
A
GENERAL
X
LIABILITY
COMMERCIAL GENERAL LIABILITY
PC0006424-01
12/17/201412/17/2015
EACH OCCURRENCE
$ 1,000,000
DAMAGE RENTED
PREMISESO(Ea occurrence)
$ 50,000
MEDEXP(Anyoneperson)
$ 5,000
CLAIMS -MADE
X
OCCUR
PERSONAL&ADVINJURY
$ 1,000,000
GENERAL AGGREGATE
$ 1,000,000
PRODUCTS - COMP/OP AGG
$ 1,000,000
GEN'L AGGREGATE LIMIT APPLIES PER:
X 1 POLICY ri JE r n LOC
$
AUTOMOBILE
LIABILITY
SCHEDULED
AUTOS
NON -OWNED
AUTOS
COMBINED SINGLE LIMIT
(Ea accident)
$
BODILY INJURY (Per person)
$
BODILY INJURY (Per accident)
$
PROPERTY DAMAGE
(Per accident)
$
$
UMBRELLA LIAB
EXCESS LIAB
_
OCCUR
CLAIMS -MADE
EACH OCCURRENCE
$
AGGREGATE
$
$
DED RETENTON$
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH)
If yes, describe under
DESCRIPTION OF OPERATIONS below
Y / N
N/A
WC STATU-
TORY LIMITS
OTH-
FR
E.L. EACH ACCIDENT
$
E.L. DISEASE - EA EMPLOYEE
$
E.L. DISEASE - POLICY LIMIT
$
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required)
Miami Shores Village is additional insured per form 10
CGC 062201
CERTIFICATE HOLDER
CANCELLATION
(305)756-8972
Miami Shores Village
Building Department
10050 NE 2nd Avenue
Miami Shores, FL 33138
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
Robert Rock/JON
ACORD 25 (2010/05)
INSO?5 rnninne\ ni
© 1988-2010 ACORD CORPORATION. All rights reserved.
The Arocen name. and Innn aro ronicfnrnrl markc of A! non
Report Viewer,
7/22/14, 4:04 PM
1
/1
100%
JEFF ATWATER
CHIEF FINANCIAL OFFICER
STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
* * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW "
CONSTRUCTION INDUSTRY EXEMPTION
This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law.
EFFECTIVE DATE: 5/8/2014 EXPIRATION DATE: 5/7/2016
PERSON: SMITH KEVIN C
FEIN: 204774629
BUSINESS NAME AND ADDRESS:
KCS CONSULTING INC
5280 NE 16TH AVE
FORT LAUDERDALE FL 33334
SCOPES OF BUSINESS OR TRADE:
LICENSED GENERAL
CONTRACTOR
Pursuant to Chapter 440.05(14), F.S., an officer of a corporation woo elects exemption from this chapter by filing a certificate of election under this section may
not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope
of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and cerbulcates of
election to be exempt shall be subject to revocation d, at any time alter the filing of the notice or the issuance of the certificate, the person named on the notice or
certificate no longer meets the requirements of this section for issuance of a cedRicate. The department shall revoke a certificate at any time for failure of the
person named on the certificate to meet the requirements of this section.
DFS-F2-0WC 252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)413-1609
https://apps8.fldfs.com/crreportviewer/reportViewer.aspx?data=kdv...FSYCXC2risiUoDueGuhM6czeUQydIVbQOeNJANuFgOmQ6vupu9YreSpTFA%3d%3d Page 1 of 2
Notice to Owner — Workers' Com
p
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
ensation 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:
1. 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;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. 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:
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this
By Xi 110era.
Nota
SEAL:
"44' THELMA HOPKINS
• e Notary Public - State of Florida
My Comm. Expires May 1, 2018
ytgri , Commission 0r FF 096983
1
13 day of c.-# • , 20 i 5
who is personally known to me or has produced
as identification.
THELMA HOPKINt
Notary Public • State o+
•
•N, fa° My Comm. Expires May
atimuoS Commission N FF C
KCS CONSULTING INC
Date: CY" I IS 6(5
State of TLOT2IPN
County of 1 "l►&M l -1)n
Before me this day personally appeared 1JIIN C. SMI-i
says:
who, being duly sworn, deposes and
That he or she will be the only person working on the project located at.
0 6 D CaleNRS�
Sworn to (or affirmed) and subscribed before me this "lday of J . 20 I S, by
act\AN C smrg
Personally know
OR Produced Identification S530963682O
Type of Identification ProducedT1—DePteL NS
Print, Type or Stamp Name of Notary
040
N,T* Notary Public State of Florida
Sindia Alvarez
My Commission FF 156750
oF Fed' Expires 09/03/2018
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Invoice
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Phone: (305)795-2204 Fax: (305)756-8972
For Inspections please call: (305)762-4949
!Return to:
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Bill To
EDUARDO & XIMENA CALLE
440 GRAND Concourse
MIAMI SHORES, FL 33138
410 GRAND Concourse
MIAMI SHORES, FL 33138
Permit Number: RC-11-15-2867
Invoice Date: November 12, 2015
Invoice Number: RC-11-15-57746
Bond Number: 3242
Comments:
Permit Type: Residential
Construction / Work
ass i ication:
Date
11/12/2015
03/31/2016
11/12/2015
10/05/2016
09/27/2016
11/12/2015
11/12/2015
10/05/2016
11/12/2015
11/02/2016
11/12/2015
11/12/2015
11/18/2015
Wednesda
I/
Fee Name
CCF
Plan Review Fee (Engineer)
Education Surcharge
Notary Fee
Plan Review Fee (Engineer)
DCA Fee
Scanning Fee
CO/CC Fee
DBPR Fee
Bond Type - Contractors Bond
Technology Fee
Permit Fee
Plan Review Fee (Engineer)
ovember 2, 2016
Fee Type
Calculated
Calculated
Calculated
Fixed
Calculated
Calculated
Calculated
Calculated
Calculated
Fixed
Calculated
Percentage
Calculated
Fee Amount
$27.00
$160.00
$9.00
$5.00
$80.00
$20.25
$30.00
$50.00
$20.25
$500.00
$36.00
$1,350.00
$120.00
Total Fees Due:
$2,407.50
'Return to:
Miami Shores Village
10050•N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Bill To
EDUARDO & XIMENA CALLE
440 GRAND Concourse
MIAMI SHORES, FL 33138
140 GRAND Concourso
MIAMI SHORES, FL 33138
Permit Number: RC-11-15-2867
Invoice Date: November 12, 2015
Invoice Number: RC-11-15-57746
Bond Number: 3242
Comments:
Permit Type: Residential Cons
ucti n / Work Classification:
Date
Fee Name
Fee Type
Fee Amount
Payments
Date Pay Type
11/12/2015 Check
11/02/2016 Credit Card
Check Number Amount Paid
1247 $200.00
$2,207.50
Change
$0.00
$0.00
Total Paid: $2,407.50
Total Due: $0.00 II
Wednesday, November 2, 2016
-Cluwei V age
10050 N.L. SECOND AVE.
MIAMI SHORES. FLORIDA 33138-2382
Telephone: (305) 795-2207
Fax: (305) 756-8972
DAVID A. DACQUISTO, AICP
PLANNING a ZC Ji .c, o RECTOR
DEVELOPMENT ORDER
File Number: PZ-8-15-2015215
Property Address: 440 Grand Concourse
Property Owner/Applicant: Ximena & Edwardo Calle
Address: 440 Grand Concourse
Agent:
Address:
Kevin Smith
5280 NE 16 Avenue, Fort Lauderdale, FL 33337
Whereas, the applicant Ximena & Edward() Calle (Owner). has filed an application for site plan
review before the Planning Board on the above property. The applicant sought approval as
follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of
Regulations and Sec. 600. Site plan review and approval required. One story addition
Whereas, a public hearing was held on September 17, 2015 and the Board, after having
considered the application and after hearing testimony and reviewing the evidence entered, finds:
I. The application was made in a manner consistent with the requirements of the
Land Development Code of Miami Shores Village.
2. The conditions on the property and the representations made at the hearing merit
consideration and are consistent with the requirements of the Land Development
Code.
The Board requires that all further development of the property shall he performed in a manner
consistent with the site plan, drawings, and the conditions agreed upon at the hearing:
1) Approval is granted as shown on the plans submitted and made a part of this approval
to construct a one-story 600 sq. ft. master suite addition.
2) 1 he site shall not drain onto neighboring properties or any rights -of -way. The plot
shall provide storm drainage that detains the first one inch in natural or filtered
structural facilities. The applicant is responsible for any site modifications that
become necessary to maintain storm drainage on -site that detains the first one inch in
natural or filtered structural facilities. The Building Official may require an architect
or engineer's drainage plan and report to certify to the building official that the site
will provide storm drainage that will detain the first one inch in natural or filtered
structural facilities prior to the drainage work commencing on site. The installation of
Page I or
structures on site to control drainage shall require Planning and Zoning Board review
and approval. Modifications to the drainage plan approved by the building official
shall require a signed architect or engineer's drainage plan that shall be subject to
review and approval of the Building Official and the Planning Director. Changes to
drainage structures approved by the Planning and Zoning Board shall require a new
site plan review application and review and approval by the Planning and Zoning
Board. Applicant to obtain all required building permits before beginning work.
3) The applicant shall repair and maintain the onsite drainage system in accordance with
the approved drainage plan.
4) An erosion and sedimentation plan subject to review and approval by the building
official is required if ground cover is removed or as required by the building official.
Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti -
tracking area at all construction entrances are required to be put in place and
maintained if ground cover is removed or as required by the building official.
Required erosion control measures must he in place prior to footings inspection.
5) Applicant to obtain all required permits and approvals from the Miami -Dade
Department of Regulatory and Economic Resources, Environmental Plan Review
Division (DRER, EPRD) and the Miami -Dade Department of Health (DOH/HRS) as
required.
6) Ground cover shall comply with the provisions Division 17 of Appendix A, Village
of Miami Shores Code of Ordinances, artificial turf and rock of any kind is
specifically prohibited.
7) Applicant to meet all applicable code provisions at the time of permitting.
8) This zoning permit will lapse and become invalid unless the work for which it was
approved is started within one (1) year of the signing of the development order by the
hoard chair, or if the work authorized by it is suspended or abandoned for a period of
at least one (1) year.
The application with conditions was passed and adopted this 17`h day of September, 2015 by the
Planning and Zoning Board as follows:
Mr. Abrarnitis Yes
Mr. Busta Yes
Mr. Reese Yes
Mr. Glinn Yes
Chairman Fernandez Yes
q�'
Date
Y�
/j ' •
chard M. Fernandez
/Chairman, Planning card
Pa,e2of2
Water and Sewer
PO Box 330316.3575 S. Lejeune Road
Miami, Florida 33233-0316
T 305-665-7471
VERIFICATION FORM
THIS FORM IS NOT VALID WITHOUT A PAID INVOICE AND EXPIRES ONE YEAR FROM THE DATE ON FORM
miamidade.gov
ATLAS PAGE: E-8 INV#: 16389 FORM #:
201654043 DATE:
1/29/2016
NAME OF OWNER:
PROPERTY ADDRESS:
PROPOSED USAGE /
NO. OF UNITS:
REPLACES: PREVIOUS
USAGE / NO. OF UNITS:
PROPERTY LEGAL:
FOLIO NUMBER:
PROPOSED FLOW:
PREVIOUS FLOW:
ADOPTED FLOW:
EDUARDO & XIMENA CALLE #M2016005345
440 GRAND CONCOURSE
ADDING 475 SQ FT TO EXISITNG 2,247 SQ FT SINGLE FAMILY RESIDENCE PER PLANS
SINGLE FAMILY RESIDENCE PER PTXA & CCB #4464141462 WATER ONLY
AMD PL OF MIAMI SHORES SEC 4 PB 15-14 LOT 5 & 6 BLK 86
11-3206-017-0030
220
220
0
PREVIOUS SQUARE FOOTAGE:
GALLONS PER DAY INCREASE:
PROPOSED SQUARE FOOTAGE:
❑ CRITICAL HABITAT
2,247
2,722
0
• •
❑� NEW CppefrUCTIOro • • • •
•
❑� INTERIORRFNOVAIION
• •• •.
❑ SEWWdF&Y •
••••
•-•-1.
• •
THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N • 3 Net• • •
WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SEFVE7Nf SUBJECT•
PROPERTY, (OR, IF 'WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF G\TA1 R FACILR43• •
BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A) SUBJEC�'.TO4PROHIBITIONS
OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATEA :UPPL ' OI'l
WITHDRAWAL. • • ••...
Latarsha Cleare - MN/ [ usinen..
Representative '. • •
BY:
SIGNATURE OF REPRESENTATIVE
NEW BUSINESS COMMENTS:
AUTHORIZED BY
VF FEE $30.00 WTR ALLOC. $90.00 TOTAL FEES DUE $120.00 PASSED PRESSURE TEST
PSI 70 (AFA PROCESS COULD TAKE UP TO 8 TO 10 WEEKS)
THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N) _ -_ INCH
GRAVITY SEWER MAIN ABUTT NG THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE
THE SUBJECT PROPERTY, (OR, IF 'WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER
SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A ).
SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS
OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT'S SYSTEM MUST
BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND/OR SEWAGE FLOW FOR THIS PROJECT WILL BE: NO
GALLONS [0] GALLONS PER DAY INCREASE.
BY:
SIGNATURE OF REPRESENTATIVE
Latarsha Clears - w Business
R sentative
AUTHORIZED BY
NEW BUSINESS COMMENTS: NO SEWER ALLOCATION LETTER : EXISITNG SEPTIC
THIS VERIFICATION LETTER CERTIF ES THE AVAILABILITY OF A WATER AND/OR SEWER MAIN ONLY, AND IT DOES NOT
GUARANTEE THE EXISTENCE OF A WATER SERVICE LINE OR OF A SEWER LATERAL WITH SUFFICIENT DEPTH TO SERVE THE
PROPERTY. FOR ADDITIONAL INFORMATION CALL 786-268-5249/5295. SHOULD IT BECOME NECESSARY TO INSTALL A SERVICE
LINE AND/OR A SEWER LATERAL WASD REQUIRES THAT THE DEVELOPER RETAINS SERVICES FROM DESIGNERS AND
CONTRACTORS WITH SKILL SETS FOR DESIGNING, BUILDING AND CONNECTING TO PUBLIC WATER AND SEWER SYSTEMS.
CONTACT NAME: KEVIN SMITH
CONTACT PHONE: (954) 261-1141
AUTHORIZED BY:
Printed On: 3/15/2016
/ 4:11:55PM
NB: Latarsha Cleare
s r PR:
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VERIFICATION FORM
THIS FORM IS NOT VALID WITHOUT A PAID INVOICE AND EXPIRES ONE YEAR FROM THE DATE ON FORM
miamidade.gov
ATLAS PAGE: E-8 INV#: 16389 FORM #: 201654043 DATE:
Water and Sewer
PO Box 330316. 3575 S. Lejeunc Road
Miami, Florida 33233-0316
T 305-665-7471
1/29/2016
NAME OF OWNER:
PROPERTY ADDRESS:
PROPOSED USAGE /
NO. OF UNITS:
REPLACES: PREVIOUS
USAGE / NO. OF UNITS:
PROPERTY LEGAL:
FOLIO NUMBER:
PROPOSED FLOW:
PREVIOUS FLOW:
ADOPTED FLOW:
EDUARDO & XIMENA CALLE #M2016005345
'440 GRAND CONCOURSE
'ADDING 475 SQ FT TO EXISITNG 2,247 SQ FT SINGLE FAMILY RESIDENCE PER PLANS
SINGLE FAMILY RESIDENCE PER PTXA & CCB #4464141462 WATER ONLY
'AMD PL OF MIAMI SHORES SEC 4 PB 15-14 LOT 5 & 6 BLK 86
WITHDRAWAL.
•
❑ CRITICAL HABITAT SEWER•Q JLY •
• _ •
•••• •••••.
THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(Na 3�_ IffCH
WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SE@VE•T SUBJECT*.
PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF I() VER FACILITIES+
BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A) SUBJEC1TOMOHIBITION6
OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR.
. • • • • • •
BY:
11-3206-017-0030 GALLONS PER DAY INCREASE: 0 • • •.
•_ +- •
220 ' PREVIOUS SQUARE FOOTAGE: 2,247 I NEW Ol• ''ff�IS1
RIO•I UCTIO--
_220 t PROPOSED SQUARE FOOTAGE: ' 2,722 i k INTEI IktNOVAT,©N•:
••••••
•••• • •
Latarsha Cleare - New Business; •.
Representative •
SIGNATURE OF REPRESENTATIVE AUTHORIZED BY
NEW BUSINESS COMMENTS:
VF FEE $30.00 WTR ALLOC. $90.00 TOTAL FEES DUE $120.00 PASSED PRESSURE TEST
PSI 70 (AFA PROCESS COULD TAKE UP TO 8 TO 10 WEEKS)
THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N) _ - INCH
GRAVITY SEWER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE
THE SUBJECT PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER
SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A ).
SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS
OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT'S SYSTEM MUST
BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND/OR SEWAGE FLOW FOR THIS PROJECT WILL BE: NO
GALLONS [0] GALLONS PER DAY INCREASE.
BY:
SIGNATURE OF REPRESENTATIVE
NEW BUSINESS COMMENTS: ;NO SEWER ALLOCATION LETTER : EXISITNG SEPTIC
Latarsha Cleare = w Business
R sentative
AUTHORIZED BY
THIS VERIFICATION LETTER CERTIFIES THE AVAILABILITY OF A WATER AND/OR SEWER MAIN ONLY, AND IT DOES NOT
GUARANTEE THE EXISTENCE OF A WATER SERVICE LINE OR OF A SEWER LATERAL WITH SUFFICIENT DEPTH TO SERVE THE
PROPERTY. FOR ADDITIONAL INFORMATION CALL 786-268-5249/5295. SHOULD IT BECOME NECESSARY TO INSTALL A SERVICE
LINE AND/OR A SEWER LATERAL WASD REQUIRES THAT THE DEVELOPER RETAINS SERVICES FROM DESIGNERS AND
CONTRACTORS WITH SKILL SETS FOR DESIGNING, BUILDING AND CONNECTING TO PUBLIC WATER AND SEWER SYSTEMS.
CONTACT NAME: KEVIN SMITH
CONTACT PHONE: (954) 261-1141
AUTHORIZED BY:
Printed On: 3/15/2010
4:11:55 PM
SJIG/(b
NB: Latarsha Cleare
PR:
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! r t,t 7,1 > O iv 3 l/ I t a e
10050 N.E. SECOND AVE.
MIAMI SHORES, FLORIDA :33138-2382
Telephone: (305) 795-2207
Fax: (305) 756-8972
DAVID A. DACQUISTO, AICP
PLANNING : ZONING D!E%EfC OR
DEVELOPMENT ORDER
File Number: PZ-8-15-2015215
Property Address: 440 Grand Concourse
Property Owner/Applicant: X imena & Edwardo Calle
Address: 440 Grand Concourse
Agent:
Address:
Kevin Smith
5280 NE 16 Avenue, Fort Lauderdale, FL 33337
Whereas, the applicant Ximena & Edwardo Calle (Owner), has filed an application for site plan
review before the Planning Board on the above property. The applicant sought approval as
follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of
Regulations and Sec. 600. Site plan review and approval required. One story addition
Whereas, a public hearing was held on September 17, 2015 and the Board, after having
considered the application and after hearing testimony and reviewing the evidence entered, finds:
1. The application was made in a manner consistent with the requirements of the
Land Development Code of Miami Shores Village.
2. The conditions on the property and the representations made at the hearing merit
consideration and are consistent with the requirements of the Land Development
Code.
The Board requires that all further development of the property shall be performed in a manner
consistent with the site plan, drawings, and the conditions agreed upon at the hearing:
1) Approval is granted as shown on the plans submitted and made a part of this approval
to construct a one-story 600 sq. ft. master suite addition.
2) The site shall not drain onto neighboring properties or any rights -of -way. The plot
shall provide storm drainage that detains the first one inch in natural or filtered
structural facilities. The applicant is responsible for any site modifications that
become necessary to maintain storm drainage on -site that detains the first one inch in
natural or filtered structural facilities. The Building Official may require an architect
or engineer's drainage plan and report to certify to the building official that the site
will provide storm drainage that will detain the first one inch in natural or filtered
structural facilities prior to the drainage work commencing on site. The installation of
Pale 1 of 2
structures onsite to control drainage shall require Planning and Zoning Board review
and approval. Modifications to the drainage plan approved. by the building official
shall require a signed architect or engineer's drainage plan that shall be subject to
review and approval of the Building Official and the Planning Director. Changes to
drainage structures approved by the Planning and Zoning Board shall require a new
site plan review application and review and approval by the Planning and Zoning
Board. Applicant to obtain all required building permits before beginning work.
3) The applicant shall repair and maintain the onsite drainage system in accordance with
the approved drainage plan.
4) An erosion and sedimentation plan subject to review and approval by the building
official is required if ground cover is removed or as required by the building official.
Properly" installed soil erosion measures (silt fences, straw barriers, etc.) and anti -
tracking area at all construction entrances are required to be put in place and
maintained if ground cover is removed or as required by the building official.
Required erosion control measures'must he in place prior to footings inspection.
5) Applicant to obtain all required permits and approvals from the Miami -Dade
Department of Regulatory and Economic Resources, Environmental Plan Review
Division (DRER, EPRD) and the Miami=Dade Department of :Health (DOH/HRS) as
required.
6) Ground cover shall comply with the provisions Division 17 of Appendix A, Village.
of Miami Shores Code of Ordinances_, artificial turf and'rock of any kind is
specifically prohibited.
7) Applicant to meet all applicable code provisions at the time of permitting.
8) This zoning permit will lapse and become invalid unless the work for which it was
approved is started within one (I) year of the signing of the development order by the
hoard chair, or if the work authorized by it is suspended or abandoned for a period of
at least one (1) year.
The application with conditions was passed and adopted this 17`h day of September, 2015 by the
Planning and Zoning Board as follows:
Mr. Abramitis Yes
Mr. Busta Yes
Mr. Reese Yes
Mr. Glinn Yes
Chairman Fernandez Yes
Date /
v
RielHard M. Fernandez 1
hairman. Planning Bard
Pane 2 of
7)
t
Mr & Mrs Calle
Location
Building owner
Program user
Company
Comments
By
Dataset name
Calculation time
TRACE® 700 version
Location
Latitude
Longitude
Time Zone
Elevation
Barometric pressure
Air density
Air specific heat
Density -specific heat product
Latent heat factor
Enthalpy factor
Summer design dry bulb
Summer design wet bulb
Winter design dry bulb
Summer clearness number
Winter clearness number
Summer ground reflectance
Winter ground reflectance
Design simulation period
Cooling Toad methodology
Heating load methodology
440 Grand Concourse Miami Shores
Mr & Mrs Calle
Daniel F Gutierrez
Daniel F. Gutierrez
E:1Heat Loads120151WiIlylMiami Shores.trc
10:46 AM on 07/11/2015
6.0
Miami, Florida
25.0 deg
80.0 deg
5
7 ft
29.9 in. Hg
0.0760
0.2444
1.1151
4,908.6
4.5619
90
77
47
0.95
0.95
0.20
0.20
Ib/cu ft
Btu/lb•°F
Btu/h•cfm•°F
Btu•min/h•cu ft
1b•min/hr•cu ft
°F
°F
°F
January - December
TETD-TA1
UATD
•
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.
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cornynheralva bin,n.y,..
*dim.* from True
System Checksums
By Daniel F. Gutierrez
System - 001
COOLING COIL PEAK
Peaked at Time:
Outside Air:
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass Cond
Wall Cond
Partition
Exposed Floor
Infiltration
Space
Sens. + Lat.
Btu/h
0
0
0
21,280
3,953
2,614
0
0
8,833
Sub Total ==> 36,680
Internal Loads
Lights
People
Misc
Sub Total ==>
Ceiling Load
Ventilation Load
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Reheat at Design
Grand Total ==> 45,161
Mo/Hr:
OADB/WB/HR: Sum of Peaks
Plenum Net Percent
Sens. + Lat Total Of Total
Btu/h Btu/h (%)
0 0 0
0 0 0
16,103 16,103 28
0 21,280 37
0 3,953 7
636 3,249 6
0 0
0 0
8,833 15
16,739 53,418 93
2,389 0 2,389 4
2,000 2,000 3
0 0 0 0
4,389 0 4,389 8
4,093 -4,093 0 0
0 0 0 0
0 0
0 0 0
-960 -960 -2
367 1
0 0 0
0 0 0
0 0
11,686 57,214 100.00
CLG SPACE PEAK
Mo/Hr: Sum of
OADB: Peaks
Space
Sensible
Btu/h
0
0
0
22,992
3,525
2,574
0
0
2,478
31,569
2,389
1,000
0
3,389
3,787
0
0
Percent
Of Total
(%)
0
0
0
59
9
7
0
0
6
81
6
3
0
9
10
0
0
38,745 100.00
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass Cond
Wall Cond
Partition
Exposed Floor
Infiltration
Sub Total ==>
Internal Loads
Lights
People
Misc
Sub Total =_>
Ceiling Load
Ventilation Load
Ov/Undr Sizing
Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
Grand Total =_>
HEATING COIL PEAK
Mo/Hr: Heating Design
OADB: 47
Space Peak Coil Peak Percent
Space Sens Tot Sens Of Total
Btu/h Btu/h (%)
0 0 0.00
0 0.00
-3,979 24.00
0 0.00
-6,108 36.85
-2,780 16.77
0 0.00
0 0.00
-3,973 23.97
0
0
0
-6,108
-2,165
0
0
-3,973
-12,246 -16,839 101.59
0
0
0
0
-1,123
0
0
-13,369
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
0 0.00
264 -1.59
0 0.00
0 0.00
0 0.00
-16,576 100.00
Total Capacity
ton MBh
Main Clg 4.8
Aux Clg 0.0
Opt Vent 0.0
Total
57.2
0.0
0.0
4.8 57.2
COOLING COIL SELECTION
Sens Cap. Coil Airflow Enter DB/WB/HR
MBh cfm °F °F gr/Ib
50.2
0.0
0.0
2,064.9 80.1
0 0
0 0.0
64.3 64.9
0 0
0.0 0.0
Leave DB/WB/HR
°F °F gr/lb
58.0 55.2 60.5
0 0 0
0.0 0.0 0.0
Project Name: Owner
Dataset Name: E:\Heat Loads\2015\Willy\Miami Shores.trc
Floor
Part
ExFIr
Roof
Wall
AREAS
Gross Total Glass
ft2 (%)
2,545
0
0
2,545 0 0
2,100 299 14
Main Htg
Aux Htg
Preheat
Humidif
Opt Vent
Total
Vent
In¢i1 •
sappy •
MinStopiRh
RI31'Iha• •
EltI 8itgt •
Rim Emb
AtisijiagP
Single Zone
TEMPERATURES
Cooling Heating
SADB 58.2 73.8
Plenum 80.1 66.6
Return 80.1 66.6
Ret/OA 80.1 66.6
Fn MtrTD 0.0 0.0
Fn BIdTD 0.0 0.0
Fn Frict 0.1 0.0
AIRFLOWS
Cooling
• .0
•••f7t7
2,065
' 2,235
*70
• .0
.••••l
•
Heating
0
17A .
2,065
0
2,235•'
'.0"
•A•
•
.• •. • .. ..••
•. EHQINEERING CKS
• • •
•
%OA.
c1b2/r
cfm/ton
ft2/ton
Btu/hr•ft2
No. People
Cooling Heating..
D.0
oa81••
•••
•
0.81
. 33&dd
513.7S
22.48
4
-6.51
. •
•
••
•
•
•
.�
•.
•
•
••
•
••
•
HEATING COIL SELECTION
Capacity Coil Airflow Ent
MBh cfm °F
-16.6 2,064.9 66.6
0.0 0 0
0.0 0 0 0
Lvg
°F
73.8
0
0.0 0 0.0 0.0
0.0 0 0.0 0.0
-16.6
TRACE® 700 v6.0 calculated at 10:46 AM on 07/11/2015
Altemative - 1 System Checksums Report Page 1 of 1
FORM 405 ;10
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Miami Shores Remodeling Builder Name:
Street: 440 Grand Concourse Permit Office: Miami Dade
City, State, Zip: Bal Harbor , FL , 33138- Permit Number:0000
Owner: Mr. & Mrs. Calle Jurisdiction: 2310000
Design Location: FL, Miami
1. New construction or existing Addition
2. Single family or multiple family Multi family
3. Number of units, if multiple family 1
4. Number of BedroomgBedrms In Addition) 3(2)
5. Is this a worst case? No
6. Conditioned floor area above grade (ft2) 2545
Conditioned floor area below grade (ft2) 0
7. Windows(278.3 sqft.) Description Area
a. U-Factor: Sgl, U=1.11 278.33 ft2
SHGC: SHGC=0.50
b. U-Factor: N/A ft2
SHGC:
c. U-Factor: N/A ft2
SHGC:
d. U-Factor: N/A ft2
SHGC:
Area Weighted Average Overhang Depth: 1.500 ft.
Area Weighted Average SHGC: 0.500
8. Floor Types (2545.0 sqft.) Insulation Area
a. Slab -On -Grade Edge Insulation R=0.0 2545.00 ft2
b. N/A R= ft2
c. N/A R= ft2
9. Wall Types(1116.0 sqft.) Insulation Area
a. Concrete Block - Int Insui, Exterior R=4.1 900.00 ft2
b. Concrete Block - Int Insui, Adjacent R=11.0 216.00 ft2
c. N/A R= ft2
d. N/A R= ft2
10. Ceiling Types (2545.0 sqft.) Insulation Area
a. CathedralSingle Assembly (Vented) R=30.0 2545.00 ft2
b. N/A R= ft2
c. N/A R= ft2
11. Ducts R ft2
a. Sup: Attic, Ret: Attic, AH: Attic 6 20
12. Cooling systems kBtu/hr Efficiency
a. Central Unit 61.5 SEER:15.00
13. Heating systems kBtu/hr Efficiency
a. Electric Strip Heat 34.0 COP:1.00
14. Hot water systems- Replacement equipment
a. Electric Cap: 80 gallons
EF: 0.920
b. Conservation features
None
15. Credits Pstat
Total Proposed Modified Loads: 47.54 PASS
Glass/FloorArea: 0.109 Total Standard Reference Loads: 62.31
I hereby certify that the plans and specifications covered by
this calculation are in compliance with the Florida Energy
Code.
�..ia�
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFICIAL'
..�'aiS'BE
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PREPARED BY' 7)0,M+ Q- '1v Qrr'D'3
DATE: an 114 % 5
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I hereby certify that this building, as designed, is in compliance
with the Florida Energy Code.
OWNER/AGENT.
DATE' ••• ••• .:
i1 ATC ."
. . ..
-
• . • • •
•• • • • •• • • . ..
- Compliance requires an envelope leakage test report, by a Florida Class 1 Rater, in accordance with Table B-1.1.2.
7/11 /201510:34 AM
• .•. • • • • • •
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• • • • • •
••. . • • • • • • • •
• . . . . • • •
• • • • • • • • •
• • • • • . • • • •
EnergyGauge® UDA -:FlaRts2010 $41,101,405n1 Compliant Software
Page 1 of 5
•
PROJECT
Title: Miami Shores Remodeling Bedrooms: 3 Address Type: Street Address
Building Type: User Conditioned Area: 2545 Lot #
Owner: Mr. & Mrs. Calle Total Stories: 1 Block/SubDivision:
# of Units: 1 Worst Case: No PlatBook:
Builder Name: Rotate Angle: 0 Street: 440 Grand Concourse
Permit Office: Miami Dade Cross Ventilation: No County: Miami -Dade
Jurisdiction: 2310000 Whole House Fan: No City, State, Zip: Bal Harbor ,
Family Type: Multi -family FL , 33138-
New/Existing: Addition
Comment:
CLIMATE
IECC Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range
FL, Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low
BLOCKS
Number Name Area Volume
1 Block1 2545 22905
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfiI ID Finished Cooled Heated
1 Main 2545 22905 Yes 4 3 1 Yes Yes Yes
FLOORS
# Floor Type Space Perimeter R-Value Area Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Main 136 ft 0 2545 ft2 __ 0.5 0 0.5
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
# Type Materials Area Area Color Absor. Tested Tested Insul. (deg)
1 Hip Composition shingles 2757 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 2545 ft2 N N
CEILING
V# Ceiling Type Space R-Value Area Framing Frac Truss Type
1 Cathedral/Single Assembly (Vented) :Main : • 3O • . . . •'L545 ft2 0.11 Wood
.•
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7/11/2015 10:34 AM
•• ••• •• • • • ••
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• . • • • • ••• • •
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EnergyGauge® USA - FlaRes20•10 Seeciion 405.4.1 Compliant Software
Page 2 of 5
•
WALLS
#
Ornt
Adjacent
To Wall Type Space
Cavity Width Height Sheathing Framing Solar Below
R-Value Ft In Ft in Area R-VaiuP Frantinn Absor Grade%
1
N
S
W
E
E
Exterior Concrete Block - Int Insul Main
Exterior Concrete Block - Int Insul Main
Exterior Concrete Block - Int Insul Main
Garage Concrete Block - Int Insul Main
Exterior Concrete Block - Int Insul Main
4.1 22 0 10 0 220.0 ft2 0
4.1 23 0 10 0 230.0 ft2 0
4.1 23 10 230.0 ft2
11 24 9 216.0 ft2
4.1 22 0 10 0 220.0 ft2 0
0 0.75 0
0 0.75 0
0 0.75 0
0 0.75 0
0 0.75 0
2
3
4
5
DOORS
V
#
Ornt Door Type Space
Storms U-Value Width
Ft In
Height Area
Ft In
1
N Wood Main
None .46 2 11
7 20.4 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
V
Wall
# Ornt ID Frame Panes NFRC
Overhang
U-Factor SHGC Area Depth Separation
Int Shade Screening
1
2
3
4
N 1 Metal Single (Clear) Yes
S 2 Metal Single (Clear) Yes
W 3 Metal Single (Clear) Yes
E 5 Metal Single (Clear) Yes
1.11 0.5 93.3 ft2 1 ft 6 in 2 ft 0 in
1.11 0.5 61.7 ft2 1 ft 6 in 2 ft 0 in
1.11 0.5 61.7 ft2 1 ft 6 in 2 ft 0 in
1.11 0.5 61.7 ft2 1 ft 6 in 2 ft 0 in
Drapes/blinds None
Drapes/blinds None
Drapes/blinds None
Drapes/blinds None
GARAGE
V#
Floor Area Ceiling Area
Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1
0ft2 0ft2
Oft Oft
0
INFILTRATION
#
Scope
Method SLA CFM 50 ELA EqLA ACH ACH 50
1
Wholehouse
Proposed ACH
HEATING SYSTEM
#
System Type Subtype
Efficiency Capacity
Block Ducts
1
Electric Strip Heat None
COP:1 34 kBtu/hr
1 sys#1
COOLING SYSTEM
#
System Type Subtype
Efficiency Capacity Air Flow SHR Block Ducts
1
Central Unit None
SEER: 15 61.5 kBtu/hr 2000 cfm 0.75 1 sys#1
7/11/2015 10:34 AM
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EnergyGauge® USA - FlaRes20113 SeciiOn .405.4.11 Compliant Software
Page 3 of 5
HOT WATER SYSTEM
# System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.92 80 gal 60 gal 120 deg None
SOLAR HOT WATER SYSTEM
VFSEC Collector Storage
Cert # Company Name System Model # Collector Model # Area Volume FEF
None None ft2
DUCTS
—Supply --- --- Return -- Air CFM 25 CFM25 HVAC #
V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 Attic 6 20 ft2 Attic 0 ft2 Default Leakage Attic (Default) (Default) 1 1
TEMPERATURES
Programable
Cooling
Heating
Venting
Thermostat:
[X1 Jan
X Jan
ki Jan
Y
[X1 Feb
X Feb
ki Feb
[X1 Mar
X Mar
kj Mar
Ceiling
[X1 Apr
X Apr
ki Apr
Fans:
(X1 May
X May
IXi May
[X] Jun
X Jun
ki Jun
[X] Jul
X Jul
1Xj Jul
[X1 Aug
X Aug
frj Aug
[X1 Sep
X Sep
tXj Sep
[X] Oct
X Oct
1Xi Oct
[X] Nov
X Nov
kJ Nov
[X] Dec
X Dec
1Xj Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 76 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
MECHANICAL VENTILATION
Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System
None 0 0 0 0 1 - Electric Strip Heat 0% 1 - Central Unit
7/11/2015 10:34 AM
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EnergyGauge® OSA•- IaRes201t} Seciion 405.41 Compliant Software
Page 4 of 5
FORM 405-10
Florida Code Compliance Checklist
Florida Department of Business and Professional Regulations
Residential Whole Building Performance Method
ADDRESS: 440 Grand Concourse
Bal Harbor, FL, 33138-
PERMIT #: 0000
MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details.
COMPONENT
SECTION
SUMMARY OF REQUIREMENT(S)
CHECK
Air leakage
402.4
To be caulked, gasketed, weatherstripped or otherwise sealed.
Recessed lighting IC -rated as meeting ASTM E 283. Windows and
doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces:
gasketed doors & outdoor combustion air. Must complete envelope
leakage report or visually verify Table 402.4.2.
Thermostat &
controls
403.1
At least one thermostat shall be provided for each separate heating and
cooling system. Where forced -air furnace is primary system,
programmable thermostat is required. Heat pumps with supplemental
electric heat must prevent supplemental heat when compressor can
meet the load.
/1
'1'
Ducts
403.2.2
403.3.3
All ducts, air handlers, filter boxes and building cavities which form the
primary air containment passageways for air distribution systems shall
be considered ducts or plenum chambers, shall be constructed and
sealed in accordance with Section 503.2.7.2 of this code.
Building framing cavities shall not be used as supply ducts.
Water heaters
403.4
Heat trap required for vertical pipe risers. Comply with efficiencies in
Table 403.4.3.2. Provide switch or clearly marked circuit breaker
(electric) or shutoff (gas). Circulating system pipes insulated to = R-2
+ accessible manual OFF switch.
I
I
Mechanical
ventilation
403.5
Homes designed to operate at positive pressure or with mechanical
ventilation systems shall not exceed the minimum ASHRAE 62 level.
No make-up air from attics, crawlspaces, garages or outdoors adjacent
to pools or spas.*15
Swimming Pools
& Spas
403.9
Pool pumps and pool pump motors with a total horsepower (HP) of = 1
HP shall have the capability of operating at two or more speeds. Spas
and heated pools must have vapor -retardant covers or a liquid cover or
other means proven to reduce heat loss except if 70% of heat from
site -recovered energy. Off/timer switch required. Gas heaters minimum
thermal efficiency=78% (82% after4/16/13). Heat pump pool heaters
minimum COP= 4.0.
Cooling/heating
equipment
403.6
Sizing calefilMtip pecfoo cl:&yittavhed. Minimum efficiencies per
Tables 503.2.3. Egi113nrgj¢ietwy verification required. Special
occasiomedoliia4 of t ealirit CaOacin requires separate system or
variable capacity system. Electric heat >10kW must be divided into two
or morgstaggs. 4,„ .•• ......
.. . .
'
7
Ceilings/knee walls
405.2.1
. .
R-19 spacepemi:. ifting.• . ... ..
7/11/2015 10:34 AM
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EnergyGauge® USA - FlaRes2010 Section'405.4..1 Compliant Software
Page 5 of 5
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 76
The lower the EnergyPerformance Index, the more efficient the home.
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft2)
7. Windows** Description
a. U-Factor: Sgl, U=1.11
SHGC: SHGC=0.50
b. U-Factor: N/A
SHGC:
c. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. N/A
c. N/A
440 Grand Concourse, Bal Harbor, FL, 33138-
Addition
Multi -family
1
3(2)
No
2545
Insulation
R=0.0
R=
R=
Area
278.33 ft2
ft2
ft2
ft2
1.500 ft.
0.500
Area
2545.00 ft2
ft2
ft2
9. Wall Types
a. Concrete Block - Int Insul, Exterior
b. Concrete Block - Int Insul, Adjacent
c. N/A
d. N/A
10. Ceiling Types
a. Cathedral/Single Assembly (Vented)
b. N/A
c. N/A
11. Ducts
a. Sup: Attic, Ret: Attic, AH: Attic
12. Cooling systems
a. Central Unit
13. Heating systems
a. Electric Strip Heat
Insulation Area
R=4.1 900.00 ft2
R=11.0 216.00 ft2
R= ft2
R= ft2
Insulation Area
R=30.0 2545.00 ft2
R= ft2
R= ft2
R ft2
6 20
kBtu/hr Efficiency
61.5 SEER:15.00
kBtu/hr Efficiency
34.0 COP:1.00
14. Hot water systems - Replacement equipment
a. Electric Cap: 80 gallons
EF: 0.92
b. Conservation features
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: Date:
Address of New Home: City/FL Zip:
Pstat
*Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a FJefidaIntrgyGatga Raiirag. Contact the EnergyGauge Hotline at (321)
638-1492 or see the EnergyGauge web site enenygepa.gorTl•fpr'i formation and a list of certified Raters. For
information about the Florida Building Code,Efiergt CpdseryatOrt c,ofitact the Florida Building Commission's
support staff.
**Label required by Section 303.1.3 of thg Pforiga BuilcLi'Ig•(ode, L`•i•1ergi•Conservation, if not DEFAULT.
•• • • • • • • •
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EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software
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„di
PINNELL SURVEY, INC.
5300 W. HILLSBORO BLVD., SUITE 215-A COCONUT CREEK, FLORIDA 33073
PHONE(954)418-4940 FAX(954)418-4941 EMAIL: order@sfland.net
CERTIFICATE NO.: LB6857
SURVEY ADDRESS:
440 GRAND CONCOURSE
MIAMI SHORES, FLORIDA 33138
FLOOD ZONE & ELEVATIONS:
FLOOD ZONE: X
BASE FLOOD ELEVATION: N/A
CONTROL PANEL NO.: 120652-0302-L
DATE OF FIRM INDEX: 09/11/09
REFERENCE BENCHMARK:
MIAMI DADE COUNTY
ENGINEERING B.M.: N-802
ELEV. = 8.98'
CERTIFY TO:
1. EDUARDO IVAN CALLE AND XIMENA ASTRALAGA-CALLE
POTENTIAL ENCROACHMENTS:
1. NONE VISIBLE.
2c 1c- 2�
fro
�Y•
NOV 12 2015
LEGAL DESCRIPTION:
LOT 5 AND 6, BLOCK 86, OF "AMENDED PLAT OF MIAMI SHORES SECTION NO. 4”, ACCORDING TO THE PEAT THEREOF, AS RECOMMIT
IN PLAT BOOK 15, AT PAGE 14, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
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LEGEND & ABBREVIATIONS:
A =ARC
A/C = AIR CONDITIONER
A.E. = ANCHOR EASEMENT
B.M. = BENCHMARK
B.C.R. = BROWARD COUNTY RECORDS
C.B.S. = CONCRETE BLOCK STRUCTURE
CHATT. = CHATTAHOOCHEE
C.O. = CLEANOUT
CONC. = CONCRETE
C.L.F. '= CHAIN LINK FENCE
C.L.P. = CONCRETE LIGHT POLE
(C) = CALCULATED
C.B. = CHORD BEARING
C.R. = CABLE RISER
(D) = DEED
U.B. = DEED BOOK
M-D.C.R.= MIAMI-DADE COUNTY RECORDS
D.E. = DRAINAGE EASEMENT
ELEV. = ELEVATION
E.M. = ELECTRIC METER
F.P. & L. = FLORIDA POWER & LIGHT
L.B. = LICENSED BUSINESS
L.P. = LIGHT POLE
M.H. = MANHOLE
(M) = MEASURED
NAVD = NORTH AMERICAN VERTICAL DATUM
NGVD = NATIONAL GEODETIC VERTICAL DATUM
NO. = NUMBER
O.H. = OVERHANG
O.R.B. = OFFICIAL RECORDS BOOK
O/S = OFFSET
(P) = PLAT
P.B.C.R. = PALM BEACH COUNTY RECORDS
P.B. = PLAT BOOK
P.C.
P.E.
P.I.
P.R.C.
P.O.B.
P.O.C.
P.P.
R
R/W
T
(TYP.)
U.E.
W.F.
W.M.
A
= POINT OF CURVATURE
= POOL EQUIPMENT
= POINT OF INTERSECTION
= POINT OF REVERSE CURVE
= POINT OF BEGINNING
= POINT OF COMMENCEMENT
= POWER POLE
= RADIUS
= RIGHT-OF-WAY
= TANGENT
= TYPICAL
= UTILITY EASEMENT
= WOOD FENCE
= WATER METER
= DELTA OR CENTRAL ANGLE
= CENTERLINE
= ELEVATION
GENERAL NOTES:
1. TYPE OF SURVEY: BOUNDARY
2. IF THIS SURVEY HAS BEEN REVISED AS INDICATED IN THE REVISION
BOX SHOWN HEREON, THEN ANY AND ALL PREVIOUS VERSIONS OF
THIS SURVEY PREPARED BY PINNELL SURVEY, INC. ARE NULL & VOID.
3. THE PROPERTY SHOWN HEREON WAS NOT ABSTRACTED FOR
OWNERSHIP, RIGHTS -OF -WAY, EASEMENTS OR OTHER MATTERS OF
RECORD BY PINNELL SURVEY, INC. THERE MAY BE ADDITIONAL
RESTRICTIONS THAT ARE NOT DEPICTED ON THIS SURVEY THAT MAY
BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY, FOR WHICH THE
SUBJECT PROPERTY IS LOCATED IN.
4. UNLESS OTHERWISE NOTED, FIELD MEASUREMENTS ARE IN
AGREEMENT WITH RECORD MEASUREMENTS.
5. ELEVATIONS SHOWN HEREON (IF ANY) ARE RELATIVE TO NGVD
1929, UNLESS OTHERWISE NOTED.
6. UNDERGROUND IMPROVEMENTS AND UTILITIES ARE NOT LOCATED.
7. PENCE AND WALL OWNERSHIP IS NOT DETFRMINED.
8. 'THIS DRAWING IS THE PROPERTY OF PINNELL SURVEY, INC. AND SHALL
NOT BE USED OR REPRODUCED, WHOLE OR IN PARE WITHOUT
WRITTEN PERMISSION & AUTHORIZATION FROM PINNELL SURVEY, INC.
9. ALL EASEMENTS SHOWN ON THE ATTACHED DRAWING ARE PER THE
RECORD PLAT (UNLESS OTHERWISE NOTED).
CERTIFICATION:
THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE
PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND
HAVE SET OR FOUND MONUMENTS AS INDICATED ON THIS
SKETCH AND THAT SAID ABOVE GROUND SURVEY AND SKETCH
ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE
AND BELIEF. I FURTHER CERTIFY THAT THIS SURVEY MEETS
THE STANDARDS OF PRACTICE UNDER RULE 5J-17,
FLORIDA ADMINISTRATIVE CODE, ADOPTED BY THE FLORIDA
STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS.
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
I(2A /l(
JASON H. PINNELL
PROFESSIONAL SURVEYOR & MAPPER
LICENSE NO. 5734, STATE OF FLORIDA
ADD ELEVATIONS (15-1979)
10/26/15
S.A.
REVISIONS
DATE
CHK'D BY
SKETCH NO.: 15-0545
DATE OF SURVEY: 04/02/15
CHECKED BY: S.A.
FIELD BOOK/PAGE: 500/36
SIDE 1 OF 2
. ••
"•• • • " • 0
41.
..,.• . .
SITE B.M.
SET NAIL
• . • ' • ELEV.=8.59'
• , .
c3-1 •
, • : . •
• • . . • . • . . .
0 ..<
. I 11-•
. ,
- :•.- • 5 •-• .
••. •
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• •• • • • • Z :" • •••-• • 4' •
• . . .• . .
. • . • •
•
. • . •
. •
. •
. •
. . . .
SITE B.M. •
‘.• "SET NAIL '
• • ELEV.=8.48'...
. 50.00' .•
10.1'
•
• .Z.
•••
:‘S[
-J.
< •
0
0
41! •
• :II
\_BLOCK
CORNER
FOUND 3/4"
IRON PIPE
ci
4.0
0
ci
N.E. 5TH AVENUE
FOUND 1/2"
IRON PIPE
o/s 0.04'(S)
0.04'(E)
'9o•
2.95'
CHATT
WALK
991
• ••• •
• •••
• • •
0
-o•
S •
•
•
C.B.S.
WALL
(TYP.)
30.03'
• • • • • • •
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• • • • •
• c36 • • • • •• •
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FOUND
• • 6 • • BRINK. *OLE • •
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29 9'
A/C
32.97'
col /7.95'
7. '
// 1 STORY C.B.S.
'2.92' RESIDENCE #440
LOT 4
BLOCK 86
1 30.00'
WALL
1.2'S
29.5'E
FINISH FLOOR ELEV.=11.88'
GARAGE FLOOR ELEV.=10.35.
5' W.F.
1.2'N
3.65'
WALL
0.8'W
0.3'N
(Id
2.85'
OVERHEAD
UTILITY
LINES
LOT 6
BLOCK 86
45.27'
SCALE: 1" = 20'
SKETCH NO.: 15-0545
DRAWN BY: Q.D.I.
SIDE 2 OF 2
4' CHAIN
LINK FENCE
(TYP.)
LOT 5 -
BLOCK 86
id
x—x—x x—x—x—x—x—x—x--x
xy, 1 30.00'
I 1:3 LOT 7
BLOCK 86
WALL
0.9'W
1.5'S
NOTE: •
LOCATION OF SEPTIC TANK
PER OWNER NOT VERIFIED
• POWER
• POLE
FOUND
60D NA L
• o/s 0.65'(N)
• 0.30'(W)
4.1 .
• < •
-J
< •
X
• U - •
• • •
. • •
.• • .•
•FOUNO
• .60D NAIL
,o/s 0.23 (S)
\p1.33 (W) .
— FENCE
I. 0.4'W
•
s
)CA ENGINEERS LLC
STRUCTURAL CONSULTANTS
14449 SW 17th St.
MIAMI, FL 33175 PH: (305)979-6507
STRUCTURAL CALCULATION FOR:
Mr. & Mrs. CALLE RESIDENCE
ADDITION & REMODELING
440 Grand Concourse.
Miami Shores, Florida
PERMIT SET
July 13th, 2015
•• •.• • • • • ._
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JAVIE'�.� y : \�
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•• • • • • • • •
• •• • • .• •• ••
1Lis computation book contains manual and computerized structural caTcularions as went certa n printed manufachtrer's data. Calculations were performed to
the best of our knowledge, according to sound and generally accepted engineering principles and current codes requirements, using nationally recognized
computer software and in-house developed software, which has been thoroughly checked by performing parallel manual computations.
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a"i-wtMi.tU?YO JA54 .1. DW'Wi-t'c
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3CA ENGINEERS LLC
STRUCTURAL CONSULTANTS
14449 SW 17th St.
MIAMI, FL 33175 PH: (305)979-6507
Mr. & Mrs. CALLE RESIDENCE
ADDITION & REMODELING
440 Grand Concourse.
Miami Shores, Florida
TABLE OF CONTENTS:
1. Design parameters... ...... Page 1
2. Wind Load analysis... ......... Pages 2-5
3. Roof connectors design Pages 6-12
4. Masonry walls design... ......... Pages 13-16
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0410 • • • ... • •
3CA ENGINEERS LLC
STRUCTURAL CONSULTANTS
14449 SW 17th St.
MIAMI, FL 33175 PH; (305)979-6507
Mr. & Mrs. CALLE RESIDENCE
ADDITION & REMODELING
440 Grand Concourse.
Miami Shores, Florida
Design Parameters
• Florida Building Code 2014
• Wind Load:
o ASCE 7-10
o Wind Velocity 175 MPH
o Risk Category II
0. Exposure C
o Kd = 0.85
• Design Loads
o Roof Loads
• Live Load= 20 psf
• Dead Load= 25 psf
• Concrete Strength at 28 days - 3000 psi
• Reinforcing - 60,000 psi
• Wood — Fb= 1,200 psi
• Masonry— F'm= 1,500 psi (F'c=1900 psi)
• Presumably Soil Bearing Capacity = 2000 psf.
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]CA ENGINEERS LLC
STRUCTURAL CONSULTANTS
14449 SW 17t1 St.
MIAMI, FL 33175 PH: (305)979-6507
STRUCTURAL CALCULATION FOR:
Mr. & Mrs. CALLE RESIDENCE
ADDITION & REMODELING
440 Grand Concourse.
Miami Shores, Florida
WIND LOAD ANALYSIS
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7/11/2015
WINDO5 v1-13
Detailed Wind Load Design (Method 2) per ASCE 7-10
Analysis by. J. Canizares Company Name: Javier Canizares, P.E.
Description: CALLE RESIDENCE ADDITION
User Input Data
Structure Type
Basic Wind Speed (V)
Risk Category (I, II, III, or IV)
Exposure (B, C, or D)
Struc Nat Frequency (n1)
Slope of Roof
Slope of Roof (Theta)
Type of Roof
Kd (Directonality Factor)
Eave Height (Eht)
Ridge Height (RHt)
Mean Roof Height (Ht)
Width Perp. To Wind Dir (B)
Width Paral. To Wind Dir (L)
Building
175
11
1
3.5
16.3
Hipped
0.85
10.50
15.50
13.00
74.00
73.00
mph
Hz
:12
Deg
ft
ft
ft
ft
ft
Calculated Parameters
Type of Structure
Height/Least Horizontal Dim
0.18
Flexible Structure
No
Calculated Parameters
"Hurricane Prone Region (V> 100 mph)
Table 6-2 Values
Alpha =
zg =
9.500
900.000
At =
0.105
Bt=
1.000
Bm =
0.650
Cc =
0.200
I=
500.00
ft
Epsilon =
Zm in =
0.200
15.00
ft
Gust Factor Category I:, Rigid Structures - Simplified Method
Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 I 0.851
Gust Factor Category li: • Rigid Structures - Complete Analysis
Zm
Zm in
15.00
ft
lzm
Cc " (33/zy0.167
0.2281
Lzm
r(zm/33)^Epsilon
427.06
ft
Q
(1/(1+0.63`((B+Ht)/Lzm)^0.63))^0.5
0.9012
Gust2
0.925`((1+1.7.Izm*3.4*Q)/(1+1.7'3.4'Izm))
0.8730
Gust Factor Summary
G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85
Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi
Condition
Gcpi
Max +
Max -
Open Buildings
0.00
0.00
Partially Enclosed Buildings
0.55
-0.55
Enclosed Buildings
0.18
-0.18
[Enclosed Buildings
0.18
r -0.18
6.5.12.2.1 Design Wind Pressure - Buildings of All Heights
Elev
0
Kz
Kzt
qz
Ib/ft' 2
.. ... rrgssuje (1)4^2j _
WindLvard WaI •:::Lterrard
Wall
Total
Shear
Moment
+GCpi •.
CQv :
: *,G¢pl: • -GCpi
+/-Gcpi
(Kip)
(Kip-ft)
15.5
0.85
1.00
56.96
28.55"
' 4.92• •
•-3422•
• -13.86
62.78
2.32
0.58
15
0.85
1.00
56.57
28.28
48.65
-34.22
-13.86
62.51
71.71
556.39
Note: 1) Positive forces act toward the face and Negative•ferces %& away frorn,t fga
Developed by Meca Enterprises, Inc. Copyright 2006
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Javier Cl1Pares'... • . • • ••
R••
• • • • ••• • •
Page No. 1 of 3
7/11/2015
B
r
i
WINDO5 v1-13
Detailed Wind Load Design (Method 2) per ASCE 7-10
Figure 6-6 - External Pressure Coefficients, Co
Loads on Main Wind -Force Resisting Systems (d 2)
ttttttfttt
if
it
Variable
Formula
Value
Units
Kh
2.01 *(15/zg)^(2/Alpha)
0.85
Kht
Topographic factor (Fig 6-4)
1.00
Qh
.00256*(V)^2*Kh*Kht*Kd
56.57
psf
Khcc
Comp & Clad: Table 6-3 Case 1
0.85
Qhcc
.00256*V^2*Khcc*Kht*Kd
56.57
psf
Wall Pressure Coefficients, Cp
Surface
indward Wall (See Figure 6.5.12.2.1 for Pressures)
Cp
0.8
Roof Pressure Coefficients, Cp
oof Area (sq. ft.)
eduction Factor
1.00
Calculations for Wind Normal to 74 ft Face - ' Cp . Pressure (psf)
Additional Runs may be req'd for other wind directions +GCpi_ _ -GCpi
Leeward Walls (Wind Dir Normal to 74 ft wall) -0.50 -34.22
-13.86
Leeward Walls (Wind Dir Normal to 73 ft wall) -0.50 -34.09
-13.73
Side Walls -0.70 -43.84
-23.48
Roof - Wind Normal to Ridge (Theta>=10) - for Wind Normal to 74 ft face
Windward - Min Cp -0.45 . -31.72
-11.36
Windward - Max Cp 0.05 -7.68
12.68
Leeward Normal to Ridge -0.53 -35.47
-15.11
Overhang Top (Windward) -0.45 -21.54
-21.54
Overhang Top (Leeward) -0.53 -25.29
-25.29
Overhang Bottom (Applicable on Windward only) 0.80 38.47
38.47
- Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 73 ft face
Dist from Windward Edge: 0 ft to 26 ft - Max Cp -0.18 -18.84
1.53
Dist from Windward Edge: 0 ft to 6.5 ft - Min Cp -0.90 -53.46
-33.09
Dist from Windward Edge: 6.5 ft to 13 ft - Min Cp -0.90 -53.46
-33.09
Dist from Windward Edge: 13 ft to 26 ft - Min Cp -0.50 -34.22
-13.86
Dist from Windward Edge: > 26 ft • • • •' G.3D : • • •-i.ri1 • •
• -4.24
* Horizontal distance from windward edge
Developed by Meca Enterprises, Inc. Copyright 2006
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Javier Cantares, P.E • • • • • • • • •
Page No. 2 of 3
7/11/2015
a
WI N DO5 v1-13
Detailed Wind Load Design (Method 2) per ASCE 7-10
Figure 6-11 - External Pressure Coefficients, GCp
Loads on Components and Cladding for Buildings w/ Ht <= 60 ft
a = 5.2
==>
Hipped Roof
7 < Theta <= 27
5.20 ft
Double Click on any data entry fine to receive a he Screen
Component
Width
(ft)
Span
(ft)
Area
(ft^2)
Zone
GCp
Wind Press (Ib/ft^2)
Max
Min
Max
Min
T-1
2
20.5
140.08
1
0.30
-0.80
27.15
-55.44
"
2
20.5
140.08
2
0.30
-1.20
27.15
-78.07
T-2 '
2
6
12.00
2
0.48
-1.66
37.57
-104.11
GT-1
3.5
20.5
140.08
1
0.30
-0.80
27.15
-55.44
"
3.5
20.5
140.08
2
0.30
-1.20
27.15
-78.07
Wall z-4
4
9
36.00
4
0.90
-1.00
61.19
-66.85
Wall z-5
4
9
36.00
5
0.90
-1.20
61.19
-78.27
Windows z-4
2
5
10.00
4
1.00
-1.10
66.75
-72.41
Windows z-5
2
5
10.00
5
1.00
-1.40
66.75
-89.38
Doors z-4
3
7
21.00
4
0.94
-1.04
63.53
-69.19
Doors z-5
3
7
21.00
5
0.94
-1.29
63.53
-82.94
Garage Doors z-5
4
12
48.00
5
0.88
-1.16
59.95
-75.77
Roofing z-1
10.00
1
0.50
-0.72
38.47
-50.91
Roofing z-2
10.00
2
0.50
-1.52
38.47
-96.17
Roofing z-3
10.00
3
0.50
-1.52
38.47
-96.17
Note:* Enter Zone 1 through 5, or 1 H through 3H for overhangs.
Pressure values shown are for ultimate design. For allowable values, apply factor- 0.6.
WIND PRESSURE ON WINDOWS AND DOORS
(VALUES FOR ALLOWABLE STRESS DESIGN, FACTOR= 0.6)
COMPONENT
ZONE
WIND PRESSURE (psi)
Max
Min
Windows z-4
4
40.05
-43.45 _ i,
Windows z 5
5
40.05
-53.6/
Doors z-4
4
38.12
-41.51 • •
Doors z-5
5
38.12
-49.7? "
Garage Doors z-5
5
35.97
-45.46
Roofing z-1
1
23.08
-30.55 •
Roofing z-2
2
23.08
-57#.1112
Roofing z-3
3
23.08
-57 It
Developed by Meca Enterprises, Inc. Copyright 2006
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• •• •• • • • •• ••
Javier Ca cares, P.E, • • • • • • • • • •
Page No. 3 of 3
JCA ENGINEERS LLC
STRUCTURAL CONSULTANTS
14449 SW 17th St.
MIAMI, FL 33175 PH: (305)979-6507
STRUCTURAL CALCULATION FOR:
Mr. & Mrs. CALLE RESIDENCE
ADDITION & REMODELING
440 Grand Concourse.
Miami Shores, Florida
ROOF CONNECTORS DESIGN
6
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•
•
.
....
.
............
• ... ... ... ... ...
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... • • • . ... • .
• ..... ••
• . • ... • • •
• •
• • • • • ....
• .. .. • • • .. ..
000 • • • 4100 . .
r
7/11/2015
•
•
COMPONENT
PRESURE
AVERAGE
WIND UPLIFT
(Lbs)
GRAVITY
LOAD (psf)
GRAVITY
REACT. (Ibs)
D.L
(psf)
0.6D.L+0.6W.L
REACT. (Ibs)
T-1
-66.75
-1368.42
45.00
922.50
17.00
-611.95
,T-2
-104.11
-624.67
45.00
270.00
17.00
-313.60
GT-1
-66.75
-2394.73
45.00
1614.38
17.00
-1070.92
• .•
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••
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•
• •
• • •
• • •
• • •
• • • •
• •
• • • • •
• •
• • • ••••
• • •
•
•
•
• • • • ••
• • • •
STRAP
TYPE
STRAP
CAPAC.
NVSTA-16
1236.00
NVSTA-16
1236.00
NV358-16
2525.00
Developed by Meca Enterprises, Inc. Copyright 2006
Javier Canizares, P.E. Page No.1 of 1
7/11 /2015
WINDO5 v1-13
Detailed Wind Load Design (Method 2) per ASCE 7-10
TRUSS 1 ANALYSIS
8.50 ft B= 24:50 ft ; Pere. to Wind Direction
WALLS
(0.6) x WIND
PRESSURE
HEIGHT (ft)
TRUSS SPAC. (ft)
FORCE Ibift
React. L2
React. L1
WALL -1
10.50
2.00
29.19 MWFRS
153.25
306.49
► (Windward)
"
-14.09 MWFRS
Walls)
73.95
55.84
► (Leward Side
TRUSS 2 ANALYSIS
L= 24.50 ft B= 18.50 ft Pert . to Wind Direction
WALLS
(0.6) x WIND
PRESSURE
HEIGHT (ft)
TRUSS SPAC. (ft)
FORCE Iblft
React. L2
React. L1
WALL -1
10.50
2.00
-14.09 MWFRS
Walls)
73.95
147.90
-► (Leward Side
"
29.19 MWFRS
153.25
202.95
► (Windward)
-
I
• • •
.••
••• • USIN&: ••••
NU-VUE
Uplift
L1
L2
Specifications
TRUS91• ;
1236
823
1239
NVSTA-16
-- IRUSS2_ __
1236
823
1239
NVSTA-16
• • • •
CHECK COMBINATION
.
JRUSS.•••
0.81
CONECTOR OK
••'•TRUSBa„•.•
0.62
CONECTOR OK
•
•
Comb.= (U / U capac.)+(L1 / Li capac.)+(L2 / L2 capac.)
•
• • • ••
• • •
• •
Developed by M eca Enterprises, Inc. Copyrig ht 2006
Javier Canizares, P.E. Page No. 1 of 1
417/2015
Florida Bulking Code Online
3
Professional
Regu 1
Florida Uecztrrerty Bas
�
Homy
Business
Professionai Regulation
U'ceme erf.ia dY'. ?x5.1ax tart..
tOFftcEOF rlireemaer
-
i Lop In 9 Uscr Registration
Product Approval
USER; Public User
H,t Topics
Submit Sun: is ( Stats 8 Fads i PublicatiAis FBC Staff I BCIS Site Map
Prnrlurt Annrnvnl Produt n• ArM+liratiinAnnILint Apprication Detail
1 FL#
Application Type
Cede Version
Application Status
Comme.nts
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Ernail
Category
Subcategory
Compliance. Method
Florida Engineer or Architect Name whd developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independenc+
Referenced Standard and Year {of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL16294
New
2010
Approved
Nu-Vue Industries Inc.
1355 E 29th street
Hialeah, FL 33013
{305) 694-3397
vtolatei,sbegtobaI.net
Maria Guardado
vtolatr•&sbcglobal.net
Structural Components
Wood Connectors
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
1 Evaluation Report - Hardcopy Received
Vipin N. Tolat
PE-12847
National Accreditation & Management Institute
12/31/2J15
Jesus Gonzalez, P.E.
J Validation Checklist - Hardcopy Received
FI 161a4 Ra COT scani>2[]5.rjdf
Standard •• ••• • • • • • ••
AISI S1UJ: • •
ASTM D17611-$8 • • •
NOS •• ••• •• • • • ••
• ••• ••• ••• ••• •••
• • • • • • •
• • • • • •
•• • • • • • • •
• •• • • •• •• ••
••• • • • • •
••• • • • • ••• • •
• • • • • • a •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
httpsl/www.floridabuiIdirg.org/pr/pr_app dtl_aspx?peso=wGEVXQwtDcisNC73510bMioeamUjNeUtZCJF14ge+lYorlbrAw>szu.1%3d%3d
9
Year
2J07
2 H10
2J05
1/3
4/7/2015 Florida 13tilding Code Orthne
Product Approval Method
Date Submitted
Date Validated
Data Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
34/18/2013
J4/22/2J13
J4/28/2'J 13
J6/11/2J13
FL#
Model, Number or Name
Description
16294.1
ABS, AB7, NVHC 37, Tables 16 and
17
18 gage angle Clips and 5 way grip dip
Limits of Use
Approved for use in HVH2: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other:
Installation Instructions
Fl t6294 RJ II crari0704.ndt
Verified By: Vipin N. Tolat, P.E. PE 12847
Created by Independent Third Party: Yes
Evaluation Reports
FL16294 RJ AE scan3204.pdf
Created by Independent Third Party: Yes
16294.2
NVBH 24 and NVUH 26, Tables 2
and 3
Jaist hangers
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16294 Ril II scanJ2U4.odf
Approved for use outside HVHZ: Yes
Verified By: Vipin N. Tolat, P.E. PE 12847
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other:
F116294 RJ AE Bran 12114‘pdf
Created by Independent Third Party: Yes
16294.3
NVHCR, NVHC/ClapVHTA
18 gage Hurricane clips and 14 gage single and double straps
Tables 9,111.11
Limits of Use
Installation Instructions
Approved for use in HVH2: Yes
FL16294 RJ II scan3204.pdf
Verified By: Vipin N. Tulat, P.E. PE 12847
Approved fur use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other:
FL16294 Ri.) AE scanJ204.odf
Created by Independent Third Party: Yes
16294.4 N47H, NVSO Tables 12 and 13
18 Gage and 16 Gage Joist hangers
Limits of Use
Installation Instructions
Approved for use in HVH2: Yes
FL16294 RJ II scan3204.adf
Verified By: Vipin N. Tulat, P.E. PE 12847
Approved for use outside HVH2: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other:
FL16294 Ri. AE scanJ2U4.odf
Created by Independent Third Party: Yes
16294.5 NVRT, Table 4
14 Gage Hat and twisted rafter ties.
Limits of Use
Installation Instructions
Approved for use in HVH2: Yes
FL16294 R3 II scan3204.adt
Verified By: Vipin N. Tulat, P.E. PE 12847
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other:
FL16294 RD AE scan12U4.odf
Created by Independent Third Party: Yes
16294.6
NVSNP3CV 358 VV 458,
Odle? ';
• •
• ••-_•
ciirrlilail:Tale antl 14 Gage duuble straps.
• • • • • • •
•• •• •• ••• •
6,7,8
Limits of Use
Approved for use in HVH2: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A •
Other: '
•
•
• •
'
•
• •
•
•
•• • •
'•
• •
Installation instructions
FL16294 RJ II scan:1204.odf
Verified By: Vipin N. Tolat, P.E. PE 12847
Witeil r,;l IndeFrigdesGZhird Party: Yes
Evaluation Repols '
•
F1.16294:R3 AE SFan3284.odf
Welted:I Indepyrlllen;Third Party: Yes
•
16294-.7
NVSTA, NVHTA Tables 20 and 21
14 Gage Single and Double Straps
Limits of Use
Approved fur use in HVHZ: Yes
• a • Irjst�lliai V1•nsiructirins
• • F418.1 RD,II $;an01 )4.udf
10' ••••
�Mrww.floridabuildi or / dtl.as am=wGEVXQwtD Nc735f lioeadnU'2H6Uai*CJ • or7 • zu7%3d%3d
ng- � pr_aPP_ Px� � 1 ��
2/3
Page 8
TABLE 6 - SKEWED NAIL PLATE
Product
Code
Steel
Gouge
Fastener
Schedule
Allowable Loads(13s)
Each End
Gravity
Upli't
NVSNP3
16
(6) 80 x 1N.
594
594
For Uplift, use two NVSNP3, one at top chord and
one at bottom chord of the supporting and supported
Trusses in compliance with section 2321.7 of the FBC.
CD=1.0-Grovity
C(y=1.6-Uplift
Supported
Truss Top
& bottom
chord
NVSNP3
Installation
3%-
3%'
Hole pattern is
mirror image of the
oppsite side
Holes 36' dio_
14 G Strops NV358/NV458
TABLE 7 — NV358-2 Ply Seat
TABLE 8 - NV458-3 Ply Seat
Assembly
Product
Code
14G Strop
Product
Code
Dimension
H
(inches)
NV458 -12
NVTH16
12
-14
J-16
WiV4a -20
NVTH18
N VTH2O
14
16
Total No.
of Fosterers
ii 2 Strops
10d x 3"
Total No.
of Fasteners
in Seat
10d x 3"
Allowable
Loads (tbs)
Uplift
L1
L2
Total No.
of Fasteners
in 2 •Strops
10d x 3"
Total No.
of Fasteners
in Seat
10d x 3"
Allowable
Loads (bs)
Uplift
L1
L2
8
8
2245
1961
1839
8
8
2245
2783
2078
10
8
2525
220E
2068
10
.8
2525
3131
2338
NVTH24
20
-22
NVTH28
22
J-24
NVTH28
24
M-26
NVTH30
26
gregi-32
NVTH36
32
-44
NVT1448
44
tYi
get 0203'X
Pin 1/4'411o.
2 ply sect NV358
3 ply "eel NV4_' 1
12
8
2806
2452
2298
12
8
2806
3479
2597
14
8
3086
2697
2528
14
8
3C86
3827
2857
16
8
3367 2942 2758
16
8
3367 4175 3117
Concrete
fmswnent
Cp=1.6 for Uplift, L1 & _2.
H
UPLIFT
tY:
36' 36'
0
0
0
21g'
O
�— Holes Clo.3fe'
t4G NVTH
no
3' NV358
r4T6' NV458
—T
2�.
�t3'4
J3rNV358
54rNV458
&le View
air
• ns-_ . •• \--
••• ••• • • ••Di.3k •
• o
•ConcreTit 9iorr: • .. •o
or. Tie lone fosmrd . . . .
es s ryetNM
Ailed • • • � Mac t
Masonnry.. pc
••• •••Hotr •..•96:71• . 116- }f'
• • . 4�Tp J e
• • •
�i
• • • •' • • ••i$ Seat Detail
• • • •
• ••
• • • •
2i6'
•---r• • • •
• .`•• • • • • • •
• • • • • • • • •
• • •
•
•
•
••• • •• • ••• • ••
•
t3;
Page 14
Deep Seat Truss Anchor. They we designed to resat lateral and upift forces.
The strop is mode d 14 gauge steel and the tests of 20 gage steel.
Table 20
Assembly
Product
Code
Dimension
H
(inches)
NVSTA12
12
TOtol No.
of Fasteners
in Strop
10dx1)6"
Total No. of
Fasteners in
20 GA. Seat
10dx1}5"
Allowable Loods(lDs)
F'C = 2500psi
Uplift
11
L2
5
6
1046
700
1049
NVSTA16
16
6
7
6
6
1141
1236
76C
623
1144
1239
NVSTA20
20
NtSTA22
M5TA24
22
24
A
t.)31
aar
1.)J3
9
6
1426
950
1430
CD = 1.6 for uplift, L1 & L2
Holden Double Strap Riveted Truss Anchor. They are designed of N . gauge steel
plates to resist lateral aad upifl fates The seats we made of 20 gouge steel
Table 21
Assembly
Product
Code
Dimension
H
(inches)
NVHTAI 2
12
NVNTA16
16
Totof No.
of Fasteners
in two Stops
10dx 1)fi'
Total No. of
Fosteners in
20 GA. Soot
10dx1h'
Al owable Loods(Ibs)
F'c 2500psi (unless otherwise noted)
Upfft
Uplift
F'c = 3000psi
t1
L2
10
6
1506
1766
1050
1450
17
6
1695
1987
1181
1631
NVHTA20
20
NVHTA22
22
NVHTA24
24
14
6
1883
2208
1312
1812
16
5
2071
2429
1444
1994
18
6
2259
2649
1575
2175
CO = 1.6 for uplift. Li & L2
UPLIFT
•• •
• • •
• •• Le
• • •
•• • •
1TA
• • • • • • • • • •
• • • • •
• • • •
•• • • • •
• •• • • •i
••• • • •
• • • • • •
• •
• •
• • •
•• ••
• •
• • • • • • • • •
z •••••• • •••
••• •
••••
• • • • • • • • • • •
UPUFT
X8
3CA ENGINEERS LLC
STRUCTURAL CONSULTANTS
14449 SW 17th St,
MIAMI, FL 33175 PH: (305)979-6507
STRUCTURAL CALCULATION FOR:
Mr. & Mrs. CALLE RESIDENCE
ADDITION & REMODELING
440 Grand Concourse.
Miami Shores, Florida
MASONRY WALLS DESIGN
.......... ..
•
•
..
•
..
• • • • • • • • • • • •
• •......
• • • .. • •
..
•
.... •• ••
• •• •• •
• • • • • • • • • • •
.
.
...... •
• •••• • •••
• • 1 . .. ..
... • • • •
JCA ENGINEERS LLC
STRUCTURAL CONSULTANTS
JCA ENGINEERS LLC
STRUCTURAL C N SU LTANTS
14449 SW 171-11 6T.
MIAMI, FL 33175, PH: 305 979 6507
Project:
Project No:
Page:
By: JAVIER C.
Date:
MASONRY WALL DESIGN
Wind pressure=' 66.85 psf (Ultimate, Zone 4)
x 0.6= 40.1 psf (Allowalble)
- Wall height= 105 ft Roof tribut. width= 10.3 ft
- Gravity loads:
Dead -Load=- 25 psf
DL: •Roof: 25-• psf-- x- 10.3 ft =-
258.3 pif
SEE ATTACHED CALCULATIONS _
USE #5 c 40" IN FILLED CELLS
_ • • • • • • . . •- • • •
• •
• • • • •• • • • ••-
• • • ‘• • • • • • • ' •
•_ •• • • • • • • - ••• •-• •
• • • • • • • . • . • •
• • • •• _ • • • •• • • .•. • • •
• • . , . • • •
• • , , • ,_ . • •
• • . • • • . . • -
• • • _ , • • • • • • • •
• • • • . • • •
• • • •• •• •• , • •• ••
• • • • • • • •
• • • • • • •• ••
111-4-• • • • • • •
00 •• • •• •• •• • •
• • • • • • •
Title :
Dsgnr:
Description :
Scope:
Job #
Date: 3:07PM, 11 JUL 15
Rev: 580000
User. KW-0605358, Ver 5.8.0, 1-Dec-2003
(c)1983-2003 ENERCALC Engineering Software
Masonry Wall Design
Page 1
enercalc. ecw Calculations
Description
CMU WALL DESIGN
• [General Information
Wall Height
Parapet Height
Thickness
Rebar Size
Rebar Spacing
Depth to Rebar
10.50 ft
0.00 ft
8.0 in
5
40 in
3.810 in
Seismic Factor
Calc of Em = f'm
Duration Factor
Wall Wt Mult.
@ Center
0.3300 f'm 1,500.0 psi
900.00 Fs 24,000.0 psi
1.000 Special Inspection
1.000 Grout © Rebar Only
Medium Weight Block
Equivalent
Solid Thickness
4.700
n
Code Ref: Aa 530-02A
Loads
Uniform Load
Dead Load
Live Load
Load Eccentricity
Roof Load
258.000 #Ift
0.000 #/ft
0.000 in
Concentric Axial Load
Dead Load
Live Load
Roof Load
0.000 #/ft
0.000 #/ft
Wind Load
40.100 psf
Design Values
E
n : Es 1 Em
Wall Weight
1,350,000 psi
21.481
53.000 psf
Rebar Area
Radius of Gyration
Moment of Inertia
Max Allow Axial Stress = 0.25 f'm (1-(h/140r)^2) * Spinsp
Allow Masonry Bending Stress = 0.33 f'm * Spinsp =
Allow Steel Bending Stress =
0.093 in2
2.521 in
358.350 in4
327.19 psi
495.00 psi
24,000.00 psi
np
k
0.04370 i
0.25514 2 / kj 8.56756
0.91495
1
Load Combination & Stress Details Summary
Top of Wall
DL + LL
DL + LL + Wind
DL + LL + Seismic
Between Base &Top of Wall
DL + LL
DL + LL + Wind
DL + LL + Seismic
Axial
Moment Load
in-# Ibs
0.0 258.0
0.0 258.0
0.0 258.0
0.0 536.3
6,631.5 536.3
2,892.4 536.3
Bending Stresses Axial
Steel Masonry Compression
psi psi psi
0.0 0.0 4.57
0.0 0.0 4.57
0.0 0.0 4.57
0.0 0.0 9.51
20,455.3 326.2 9.51
8,921.8 142.3 9.51
Summary
10.50ft high wall with 0.00ft parapet, Med Wt Block w/ 8.00in wall w/ #5 bars at 40.00ino.c. at center
Max. Bending Compressive Stress
Allowable
335.67 OK
495.00 OK
Max. Axial Only Compressive Stress 9.51 psi
Allowable 327.19 OK
Max Steel Bending Stress • •• ••• 20$155.34.psi ..
••..•••-
Allowable • • •: 24 xJ.00:o1('.
. •••••
..• ..• ••• . • •
•-
.
• • •• .•• • • •. ..• • • •
•
• • • • •
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•
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• • . •
• •• . • •• •• ••
• • • • • - •
• • • • • • • • • • • •
• • • • • • • •
• •• •• • • • • •• •
•
•
•. • • • ••• • 1&I•••• • ••••
..•
Title :
Dsgnr:
Description :
Scope:
Job #
Date: 3:07PM, 11 JUL 15
Rev: 580000
User. KW-0605358, Ver 5.8.0,1-Dec-2003
(c)1983-2003 ENERCALC Engineering Software
Masonry Wall Design
Page 2
enercalc. ecw Calculations
Description
CMU WALL DESIGN
[Final Loads & Moments
Wall Weight moment @ Mid Ht
Dead Load Moment @ Top of Wall
Dead Load Moment @ Mid Ht
Live Load Moment @ Top of Wall
LiveLoad Moment © Mid Ht
278.25 Ibs
0.00 in-#
0.00 in-#
0.00 in-#
0.00 in-#
Maximum Allow Moment for Applied Axial Load =
Maximum Allow Axial Load for Applied Moment =
Wind Moment @ Mid Ht
Seismic Moment © Mid Ht
Total Dead Load
Total Live Load
7,780.70 in-#
18,453.71 lbs
•
•• ••• • • • • • ••
• • •
• • • •
• • • • • • • • •
•• ••• •• • • • ••
• ••• ••• ••• ••• •••
• • • • • • •
• • • • • •
•• • • • • • • •
• •• • • •• •• ••
••• • • • • •
••• • • •• •• •••• •• •
• a • • • • • •
• • •. •••• •• •• •
• tr. • • • • • •
• �• •• •• •• • ••• ••
•
••• • • • ••• • •
6,631.53 in-#
2,892.41 in-#
258.00 lbs
0.00 lbs
GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING INSPECTION SERVICES I DRILLING SERVICES
DEC DYNATECH ENGINEERING CORP,
WWW.DYNATECHENGINEERING.COM
Miami, January 17, 2017
Mr. Kevin Smith
KCS CONSULTING, INC.
5280 North East 16th Avenue
Fort Lauderdale, FL 33334
Re: Addition @
440 Grand Concourse
Miami Shores, FL
Dear Mr. Smith:
Pursuant to your request; DYNATECH ENGINEERING CORP. (DEC) inspected
the soils at the above reference property.
Based on our site inspection, it is our professional opinion that the inspected soil
for the addition footers only is suitable for support of the proposed construction
and that the foundation bearing capacity meet or exceed 2000 PSF. Enclosed find
copies of our field testing logs.
Please note topsoil and organics have not yet been removed from the slab areas and
must be removed prior to construction.
It has been a pleasure working with you at this phase of your project and look
forward to do so in the near future.
Sin - - you
':St
mil_
Wissam Naamani, P. E.
DYNATECH ENGINEERING CORP.
Florida Reg. No. 39584
Special Inspection No. 757
Certificate of Authorization No.: CA 5491
1
o,, '
:::: "0::
(c:j7-Z.:.:71CTf*:::33/1.1
'�
''I,°NAL E
750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM
GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
(DEC DYNATECH ENGINEERING CORP,
W W W.DYNATECHENGINEERING.COM
DATE:
CLIENT:
PROJECT:
ADDRESS:
MOISTURE -DENSITY RELATIONS OF SOILS
PROCTOR COMPACTION TEST
January 17, 2017
KCS CONSULTING, INC.
Addition a
440 Grand Concourse, Miami Shores, FL
CONTRACTOR: KCS Consulting, Inc.
MATERIAL DESCRIPTION:
SAMPLED BY: JA
Gray sand w/rock fragments
001
TESTED BY: JA
TEST RESULTS
Sample Number 1
The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a
10 lb. Hammer and an 18" drop ASTM D-1557.
% MOISTURE DRY DENSITY
5.0
6.6
9.3
13.5
98.8
101.5
104.7
103.2
Optimum Moisture 11.1 Percent
100% Maximum Dry Density 105.9 lbs./cu.ft.
% Passing'/<" Sieve 91.4 Percent
Sampled By: JA
Tested By: JA
Checked By: WN
As a mutual protection to clients, the public and ourselves, all reports
are submitted as the confidential property of clients, and authorization
for use, publication of statements, conclusions or extracts from or regarding
our reports is reserved pending our written approval.
107
105
103
101
99
■■■■■■■■■■■■■■
■■■■■■■■■■■■■■
■■■■■■■■■■■■■■
■■■��■■■■„■■■■
■■■a■■■■■INI■■■
■■,A■■■■■■■„■■■
■■n■■■■■■■t■■■
T✓'71111■■■■■■■,■■
,� �14611+■■■■■■�I■
•�: i11■■1i■■■■■■■■■
03 :1
it
-0 STATECRes
11.1..A F�C)RI
8 10 12 14
a lot
ed, rr..ww
'���is. i•ONft' DYNATECH ENGINEERING CORP.
Florida Reg. No. 39584
Certificate of Authorization No.: CA 5491
submi
R
E
N
S
I
T
GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
DATE:
DEC DYNATECH ENGINEERING CORP,
WWW.DYNATECHENGINEERING.COM
FIELD DENSITY TEST OF COMPACTED SOILS
January 17, 2017
CLIENT: KCS CONSULTING, INC.
PROJECT: Addition @
ADDRESS: 440 Grand Concourse, Miami Shores, FL
CONTRACTOR: KCS Consulting, Inc.
Test No. 1 Location: West side of north footer
Test No. 2 Location: East side of north footer
Test No. 3 Location: Center of east footer
Test No. 4 Location: East side of south footer
Test No. 5 Location: West side of south footer
Description of Material: Gray sand w/rock fragments
TEST NO.
1
2
3
4
5
DEPTH
12"
12"
12"
12"
12"
FIELD DENSITY
104.5
103.9
104.2
105.0
104.7
MOISTURE CONTENT %
5.7
5.9
5.5
6.0
5.3
MAX. DENSITY IN THE FIELD %
98.7
98.1
98.4
99.2
98.9
COMPACTION REQUIREMENTS
% OF MAXIMUM DENSITY
95%
95%
95%
95%
95%
100% MAXIMUM DENSITY (LAB)
105.9
105.9
105.9
105.9
105.9
REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS
Tested By: JA
Checked By: WN
SMD /y,,
No. 39584
*A density test determines the degree of compaction of the testediayer Qf material oily. In no wal, xbafi a density test replace a soil bearing capacity determination a
soil boring test must be provided by client, prior to construction tcrvdify1 subsoil conditions,, As a in tual protection to the clients, the public and ourselves, all reports
are submitted as the confidential property of clients, and authorizdttioe fqr pub iio "tatemeh ..Conclusions or extracts from or regarding our reports is reserved
pending on our written approval. ,
%
./,
Respectfully Supmitted,
SQL
Wissam Naamani, P.E.
DYNATECH ENGINEERING CORP.
Florida Reg. No. 39584
Certificate of Authorization No.: CA 5491
490 or, Owners)
Print Name:
(SEAL)
VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES
Under penalties of perjury, I declare that I have read the foregoing and
that the facts stated in it are true, to the best of my knowledge and belief.
Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who
ite-_°_..V67��p�� �7 11111111111111111111111111111111111111111lllf
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO.'CCI-C 1-TAX6FOLIO NO.
STATE OF FLORIDA:
COUNTY OF MIAMI-DADE:
CFN 2017R0010295
OR BK 30380 P3 3232 (1Pes )
RECORDED 011/11/2017 13:22:10
HARVEY R:UVIN► CLERK OF COURT
MIAtiI-DADE COUNTY, FLORIDA
THE UNDERSIGNED hereby gives notice that improvements will be madeCO�11P41'1f OF DARE
! FDA,tFythatthis is atrue copy ofthe
property, and in accordance with Chapter 713, Florida Statutes, the followiB ;.ji.?/ 'f)2 ce on, day of
is provided in this Notice of Commencement. A.D. 20
WITNES`$ my hand and Official Seal.
HARVEY R CLERK, of Omitar�,Cpu+
1. Leg�all deescript or�of property and, street/address:
2. Description of imp/ovement: J"' -.) V' t ✓► -t
3. Owner(s) name and address: 1+" 1 V V'J C
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name, address and ph ne number:
5. Surety: (Payment bond required by owner fr&b contractor, if any)
Name, address and phone number:
Amount of bond $
6. Lender's name and address:
7. Persons 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, address and phone number:.
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b), Florida Statutes.
Name, address and phone number:
(
9. Expiration date of this Notice of Commencement:
(the expiration date is 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING `LQUR'OMMENCEMENT.
Signature(s) o
Prepared By _
Print Name (1-4 C= A.Ki
Title/Office
STATE OF FLORIDA
COUNTY OF MIAMI-DADE
The foregoing instrument hanowledged before methisr`1 9 day,pf
Authorized Officer/Director/Partner/Mana
Prepared By
Print Name
JAJD
dcorlo 0
Title/Office
Jrkval?-1
2A (1 `.
ividually, or ❑ as
CO'ersonally known, or ❑ produced the following type of identification`
Signature of Notary Public:
r\n_.-..,\70C
for
Amy Osborne
COMMISSION 014'006740
EXPIRES: Augu*t a,.aoia
WWWJ noNNO A Mr=oOM
above:
By By
123 01-52 PAGE3 6/12
Sindia Alvarez
From: hutchinsonacc <hutchinsonacc@gmail.com>
Sent: Tuesday, May 30, 2017 9:00 AM
To: Sindia Alvarez
Subject: FW: Tree permit application for 440 Grand Concourse, Miami Shores
Powered by Cricket Wireless
Original message
From: "Quintino, Lazaro (RER)" <Lazaro.Quintino@miamidade.gov>
Date: 5/25/17 09:12 (GMT-05:00)
To: "'hutchinsonacc@gmail.com"' <hutchinsonacc@gmail.com>
Cc: "Leon, Maria de los Angeles (RER)" <Mdlaleo@miamidade.gov>
Subject: FW: Tree permit application for 440 Grand Concourse, Miami Shores
Hello. Please see email below as I had entered your email incorrectly. Thank you
Lazaro J. Quintino, Manager
Department of Regulatory and Economic Resources
Environmental Resources Management
Tree and Forest Resources Section
701 N.W. 1 Court, 6 floor
Miami, Florida 33136-3912
(305) 372-6626
http://www.miamidade.00v/economy
From: Quintino, Lazaro (RER)
Sent: Thursday, May 25, 2017 9:08 AM
To: 'kcsconsult@me.com'; 'hutchinsonacs@gmail.com'
Subject: Tree permit application for 440 Grand Concourse, Miami Shores
Good morning. We are in receipt of an after the fact tree removal permit application for the removal of a gumbo
• limbo tree located in the front yard of the above referenced property. A Miami -Dade County tree removal
permit is only required for the removal of specimen sized trees within the yard of an existing single-family
home. Specimen sized trees are defined as a tree with any individual trunk which has a diameter at breast height
(dbh) of eighteen (18) inches or greater. The Google Street View reveals that the tree splits into multiple co -
dominant stems right below where the dbh measurement would be taken. Taking this into consideration it does
not appear that the tree meets the definition of a specimen sized tree. Therefore a Miami -Dade County tree
removal permit was not required for the removal of this tree within the yard of an existing single-family home.
The check for $161.00 that was submitted on 05-24-2017 will be returned. Please let me know if you have any
questions. Thank
2
you
3
Lalaro J. Quintino, Manager
Department of Regulatory and Economic Resources
Environmental Resources Management
Tree and Forest Resources Section
701 N.W. 1 Court, 6 floor
Miami, Florida 33136-3912
(305) 372-6626
http://www.miamidade.qov/economv
5
Certificate of Completion
Miami Shores Village
10050 NE 2 Ave, Miami Shores FL, 33138
Tel: 305-795-2204 Fax: 305-756-8972
Building Inspection Department
This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in
compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following:
440 GRAND CONCOURSE
Miami Shores, FL 33138-2439
Date Issued
Occupancy
Load
Occupancy
Type
Applicable
Code
Not Transferable
POST IN A CONSPICUOUS PLACE
c.cr,
Arlenis Silvera
From: Arlenis Silvera
Sent: Wednesday, August 08, 2018 4:53 PM
To: 'kcsconsult@me.com'
Subject: Expired Roof permit
Attachments: Inspection History.pdf
Good afternoon Kevin,
This is the permit I came across that is Expired.
Roof RF-10-17-2587
The permit needs to be renewed and request the required inspections.
Let me know if you have any questions.
Best Regards,
Arlenis Silvera
Permit Clerk Supervisor
Miami Shores Village
10050 NE 2 AVE
Miami Shores, FI 33138
305-795-2204
www.miamishoresvillage.com
Parcel Owner Report
Parcel Number: 1132060170030
440 GRAND Concourse
Miami Shores FL 33138-
Tax ID: 1132060170030
Owner Information
EDUARDO & XIMENA CALLE
Phone: (305)751-2707
SHIRLEY SMITH
Phone:
SHELDEN SMITH
Phone:
Current Owner: Yes
Current Owner: No
Current Owner: No
Related Permits
Electrical - Residential
Electrical - Residential
Fence/Wall
Imported Permit
Mechanical - Residential
Mechanical - Residential
Paint
Plumbing - Residential
Plumbing - Residential
Re -Occupancy
Re -Occupancy
Residential Construction
tRoof,
Roof — (o t)
Permit Number
EL-1-14-152
EL-10-16-2943
FW-5-18-1145
BP2004-235
MC-6-08-1097
MC-10-16-2930
PT-10-07-2180
PL-3-18-776
PL-10-16-2928
REOC-4-14-837
REOC-4-15-761
RC-11-15-2867
RF-10-17-2587—
RF-2-18-494
Application Date
01/28/2014
10/28/2016
05/01/2018
02/19/2004
06/13/2008
10/27/2016
10/26/2007
03/27/2018
10/27/2016
04/24/2014
04/02/2015
_-11 /12/2015
10/31/2017
02/27/2018
Expiration Date
01/01/2999
01/01/2999
01/01/2999
01/01/2999
01/01/2999
01/01/2999
01/01/2999
01/01/2999
01/01/2999
Status
CLOSED
CLOSED
CLOSED
CLOSED
CLOSED
CLOSED
CLOSED
CLOSED
CLOSED
01/01/2999 CLOSED
01/01/2999 CLOSED
01/29/2019-—APPROVED
07/21/2018— _EXPIRED
01/01/2999 CLOSED
Wednesday, August 8, 2018
Page 1 of 2
Related Code Cases
Ordinance Violation
Lot Clearing
Zoning Violation
Ordinance Violation
Ordinance Violation
Ordinance Violation
Ordinance Violation
Case Number Case Status
CASE-3-08-3729 Case Closed
CASE-7-16-15540Case Closed
CASE-7-16-15546Case Closed
CASE-5-17-16475Case Closed
CASE-6-17-16544Case Closed
CASE-3-18-17451Case Closed
CASE-3-18-17465Case Closed
Case Date
02/28/2008
07/11/2016
07/11/2016
05/19/2017
06/09/2017
03/06/2018
03/12/2018
Compliance Date
3/31/2008
7/21/2016
12/8/2016
Not Compliant
6/12/2017
3/15/2018
3/26/2018
Wednesday, August 8, 2018 Page 2 of 2
POST ON SITE
INSPECTION RECORD
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Phone: (305)795-2204 Fax: (305)756-8972
Permit NO. RC-11-15-2867
'trod ' _ C''Work Classification Addianilm
Issue Date: 11/2/2016
i
Permit Type ResidentialrConstruction.
Expires: 05/01/2017
INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.comlcap
REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY.
Requests must be received by 3 pm for following day inspections.
Residential Construction
Parcel #:1132060170030
Owner's Name: EDUARDO & XIMENA CALLE
Job Address: 440 GRAND CONCOURSE
Miami Shores. FL 33138-
Bond Number: 3242
Owner's Phone: (305)751-2707
Total Square Feet: 500
Total Job Valuation: $ 45,000.00
Contractor(s)
KCS CONSULTING INC
Phone
(954)261-1141
Primary Contractor
Yes
0 0 7
<1.1g6:frikeo) tdtt.
4,`A") "neoz,
xe
tea.
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M '.. Ty'.
NO :NSPECTION WE' ILL:BMADE`UNLESS,THE:PERMI TCARD IS DISPLA`:ED'AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS
THE PERMIT APPLICANT'S RESPONSIBILITY -TO ENSURE THAT,WORK IS'ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES..NEITI1IER
THE BUILDING OFFICIAL.: NORTHE'CITY SHkLL BE NT3tiE FOR:EXFENSE`ENT.4ILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL
-REQUIREDTO ALLOW INSPECTION.
,WARNING TO OWNER: YOUR r FAILURE ; TO~ RECORD A NOTICE OF
}.COMMENCEMENT MAY RESULT' IN -'YOUR PALING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE ..RECORDED
AND POSTED ON THE JOB SITE .BEFORE" THE FIRST INSPECTION. IF YOU
. "INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR ' E ENDER OR AN
:oATTORNEY BEFORE .COMMENCING WORK OR . RECORD`ING YOUR NOTICE OF
,,
COMMENCEMENT:
WORK IS ALLOWED:
MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM.
SATURDAY 8:OOAM - 6:00PM.
NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS.
BUILDING AND ROOFING INSPECTIONS ARE DONE
MONDAY THROUGH FRIDAY.
4/0
P/t or- 60Tot,- (3143dGS
6462nv4.5 pot t f. ("Ir 4c - 'Jt-il, Z,Oc,IGS
wrti.. e".„, Jam-) l .tiit-F
1 r G-- C ?
� 4 64-
4
i
Slab
Slab
Columns (1st Lift)
Columns (2nd Lift)
INSPECTION -RECORD
Tie Beam
Truss/Rafters
Roof Sheathing
Bucks
Windows/Doors
Interior Framing
Insulation
Ceiling.Grid
Drywall
Firewall
71
6'
)r"
Wire Lath
Pool Steel
Pool Deck
Final Pool
Final Fence
Screen Enclosure
Driveway
Driveway Base
Tin Cap
Roof in Progress
Mop in Progress
Final Roof
Shutters Attachment
Final Shutters
Rails and Guardrails
ADA compliance
Y
3
DOCUMENTS
Soil Bearing Cert
Soil Treatment Cert
Floor Elevation Survey
Reinf Unit Mas Cert
Insulation Certificate
Spot Survey
Final Survey
Truss Certification
STRUCTURAL COMMENTS
4-
P
l
INSPECTION
DATE
INSP
Zoning_Final
INSPECTION
PLU BING
DATE
INSP
ZONING COMMENTS
INSPECTION
ELECTRICAL
DATE
INSP
Temporary Pole
30 Dajr Temporary
Pool Bonding
Pool Deck Bonding
Pool Wet Niche
Underground
Footer Ground
Slab
Wall Rough
Ceiling Rough
Rough
Telephone Rough
Telephone Final
TV Rough
TV Final
Cable Rough
Cable Final
Intercom Rough
Intercom Final
Alarm Rough
Alarm Final
Fire Alarm Rough
Fie‘Alarm Final
ServiceWork.With
ELECTRICAL COMMENTS i r
.-4
}
g
-
FIRE
^' DATE
''i E
INSP ,.fl
t
INSPECTION ,-z
Final.Sprinkler..
:'
'
Final Alarrii=7 _ "''''
4.
FINAL
NC-"
ri, fS
j.2-
.At.
c�
•
Rough 1$0.:44.41.
Water Service
2nd Rough
Top Out
Fire Sprinklers
Septic Tank
Sewer Hook-up
?P18
Roof Drains
Gas
LP Tank
Well
Lawn Sprinklers
Main Drain
Pool Piping
Backflow Preventor
Interceptor
Catch Basins
Condensate Drain
HRS Final
FINAL
404
PLUMBING COMMENTS
Underground Pipe
= Rough
Ventilation Rough,;!
•
HoodRough
Pressure Test'ry
Final Hood:
Firiel Ventilation
Final Pool Heater.
Yift�t` 1-
®M
me FINAL �`VLI.figtti
MECHANICAL CO ."` TS
IIIEFTECAMINVERMZ
imommI
/fez
KCS CONSULTING INC
CERTIFICATION
OF INSULATION
INSTALLATION
Attention: To whom it may concern
Job Address 440 Grand Concourse
Miami shores, FL
Date: 7/31/18
Project Title: CALLE Residence
Project Description: Addition
Building Permit Number
Statement of Compliance: We KCS Consulting hereby certify that the insulation has been installed in the
referenced building addition in compliance with the approved plans and specifications, and in good
construction practice. The insulation furnished is the the type and thickness and R- Value as set forth below
Addition walls
Reflective Foil
R-4.1
Addition Ceiling
Fiberglass Batt
R-30
1
Inspection Worksheet
MiamiiShores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax (305)756-8972
Inspection Number: INSP-247721 Permit Number:. RC-11-15-2867
Scheduled Inspection Date: August 02,-2018
Inspector: Naranjo, Ismael
Owner: CALLE, EDUARDO & XIMENA
Job Address: 440 GRAND CONCOURSE
Miami Shores, FL 33138-
Project <NONE>
Contractor: KCS CONSULTING INC
Permit Tyrie:• Residential Construction
inspection Type: Final Building
Work Classification: Addition
Phone Number (305)751-2707
Parcel Number 1132060170030
Phone: (954)261-1141
Building Department Comments
ADD ON MASTER BEDROOIWAND SUITE BATH
05130/2017
AS PER DERIVI A TREE REMOVAL PERMIT,IS NOT
GOING TO BE NEEDED.,OK TO REMOVE STOP WORK
ORDER AS PER B.O.
S,A
Infractio Passed Comments
INSPECTOR COMMENTS
False
Passed
[yr
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
Inspector Comments
August 01, 2018
For Inspections please call: (305)762-4949
Page 1 of 38
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
nspection Number: INSP-309194 Permit Number: RC-11-15-2867
Inspection Date: July 27, 2018
Inspector: Kendall,.Travis
Owner: CALLE, EDUARDO & XIMENA
Job Address: 440 GRAND CONCOURSE
Miami Shores, FL 33138-
Project: <NONE>
Contractor: KCS CONSULTING INC
Permit Type: Residential Construction
Inspection Type: Survey Final
Work Classification: Addition
Phone Number (305)751-2707
Parcel Number 1132060170030
Phone: (954)261-1141
Building Department Comments
ADD ON MASTER BEDROOM/AND SUITE BATH
05/30/2017
AS PER DERM A TREE REMOVAL PERMIT IS NOT
GOING TO BE NEEDED. OK TO REMOVE STOP WORK
ORDER AS PER B.O.
S.A
Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
For Inspections please call: (305)762-4949
July 27, 2018
Page 1 of 1
•
• • ••• • • • •.•.
• • .• . . • • •• ••
• • • •• •• •• • • • •
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• • •• • • } � a • :. . • .• a E.LEV.=8.59•'
'• • • ••• • �( • • ...•S000'
•
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!,.:AND GUTTER,
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• ELEV.=8.48'
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BLOCK
CORNER
FOUND 3/4'
IRON PIPE
N.E. 5th AVENUE
W 1.
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N FOUND 1/2' BLOCK 86
IRON PIPE
o/s 0.04'(S)
/ 0.04'(E)
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32.97'
2.95'
CHATT
WALK
C.B.S.
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(TYP•)
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4.7'
130.00'
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161 g
6 1=3
SCALE: 1" = 20'
SKETCH NO.: 15-0545
DRAWN BY: Q.D.I.
SIDE 2 OF 2
WALL
0.8'W
4' CHAIN 0.3'N
LINK FENCE FENCE
(TYP.) 0.7'S
1.4'W
1
///////////////,72.55°/L ///// / //////'Pi --1
/// -
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ADDITION co. .CONC.
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/ 1 STORY C.B.S. /
ry2.92' RESIDENCE #440 g
FINISH FLOOR ELEV.=11.88' o'
12.12'//CI GARAGE FLOOR ELEV.=10.35'/
///////30.57'//////�%
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STEPS _•
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FOUND 1.2'S
DRILL HOLE 29.5'E
FENCE
1.1'N
,o
m
SEPTIC
TANK
3.65'
\?
LOT 5 • -
BLOCK 86
LOT 6
BLOCK 86
45.27'
NOTE:
LOCATION OF SEPTIC TANK
PER OWNER NOT VERIFIED
90�
5'
. POWER
OVERHEAD
LINES
FUND
6 D N L
o s 0. . 5'(M) 0
' 0: 0'(W)
•
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r IRRIGATION
VALVE
130.00'
LOT 7
BLOCK 86
6' W.F.
•
•
FENCE
0.5'S
0.9'W
WALL
1.5'S
0.9'W
n
FOUND_
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1.33 (W)
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1
•
•
• •
PINNELL SURVEY, INC.
5300 W. HILLSBORO BLVD., SUITE 215-A COCONUT CREEK, FLORIDA 33073
PHONE(954)418-4940 FAX(954)418-4941 EMAIL: order@sfland.net
CERTIFICATE NO.: LB6857
•
•
•
•
Y••
•
••
M. 411
VOM:EY AVDRESS:
4�M 6R21ND COFICQT RSE • • . •
MIANI.SHORELPLgRIDA 33.1a • •
•
• • •
$CtYOD ZONE & ELEVATIONS:
F bOD ZONE: 3e. • • •
l hOONELI ' TION:IsUA •
riabildOL PANEL NO.: 120452.0301-L
BATE OF F $,X: 09/P1/09• •
• ••
REFERENCE BENCHMARK MIAMI-DADE
COUNTY ENGINEERING B.M.: N-802
ELEVATION = 8.98'
CERTIFY TO:
1. EDUARDO IVAN CALLE AND XLMENA ASTRALAGA-CALLE
./
POTENTIAL ENCROACHMENTS:
1.6 FOOT ALUMINUM FENCE CROSSES OVER THE SOUTHERLY PROPERTY LINE.
LEGAL DESCRIPTION:
LOT 5 AND 6, BLOCK 86, OF "AMENDED PLAT OF MIAMI SHORES SECTION NO. 4", ACCORDING TO THE PLAT THEREOF, AS RECORDED
IN PLAT BOOK 15, AT PAGE 14, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
LEGEND & ABBREVIATIONS:
A =ARC
A/C = AIR CONDITIONER
A.E. = ANCHOR EASEMENT
B.M. = BENCHMARK
B.C.R. = BROWARD COUNTY RECORDS
C.B.S. = CONCRETE BLOCK STRUCTURE
CHATT. = CHATTAHOOCHEE
C.O. = CLEANOUT
CONC. = CONCRETE
C.L.F. = CHAIN LINK FENCE
= CONCRETE LIGHT POLE
(C)' = CALCULATED
C.B. = CHORD BEARING
C.R. = CABLE RISER
(D) = DEED
D.B. = DEED BOOK
M-D.C.R.= MIAMI-DADE COUNTY RECORDS
D.E. = DRAINAGE EASEMENT
ELEV. = ELEVATION
E.M. = ELECTRIC METER
F.P. & L. = FLORIDA POWER & LIGHT
L.B. = LICENSED BUSINESS
L.P. = LIGHT POLE
M.H. = MANHOLE
(M) = MEASURED
NAVD = NORTH AMERICAN VERTICAL DATUM
NGVD = NATIONAL GEODETIC VERTICAL DATUM
NO. = NUMBER
O.H. = OVERHANG
O.R.B. = OFFICIAL RECORDS BOOK
O/S = OFFSET
(P) = PLAT
P.B.C.R = PALM BEACH COUNTY RECORDS
P.B. = PLAT BOOK
P.C. = POINT OF CURVATURE
P.E. = POOL EQUIPMENT
P.I. = POINT OF INTERSECTION
P.R.C. = POINT OF REVERSE CURVE
P.O.B. = POINT OF BEGINNING
P.O.C. = POINT OF COMMENCEMENT
P.P. = POWER POLE
R = RADIUS
R/W = RIGHT-OF-WAY
T = TANGENT
(TYP.) = TYPICAL
U.E. = UTILITY EASEMENT
W.F. , = WOOD FENCE
W,MA+ = WATER METER
A = DELTA OR CENTRAL ANGLE
= CENTERLINE
= ELEVATION
GENERAL NOTES: `:
11-YPE OF, SURVEY: BOUNDARY4
= 2 -IFTHIS SURVEY HAS BEEN REVISED AS INDICATED IN THE REVISION
.,, BOX -SHOWN HEREON; THEN ANY AND ALL PREVIOUS VERSIONS OF
' THiS SURVEY, PREPARED BY PINNELL SURVEY, INC. ARE NULL & VOID.
3 1HE PROPERTY SHOW' N.HEREON WAS NOT ABSTRACTED FOR
OWNERSHIP; RIGHTS -OF -WAY, EASEMENTS OR OTHER MATTERS OF
RECORD BYTINNELL SURVEY, INC. THERE MAY BE ADDITIONAL
RESTRICTIONS THAT ARE NOT DEPR;II:U ON THIS SURVEY THAT MAY
BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY, FOR WHICH THE
SUBJECT PROPERTY IS LOCATED IN.
4. UNLESS OTHERWISE NOTED, FIELD MEASUREMENTS ARE IN
AGREEMENT WITH RECORD MEASUREMENTS.
5. ELEVATIONS SHOWN HEREON OF ANY) ARE RELATIVE TO NGVD
1929, UNLESS OTHERWISE NOTED.
6. UNDERGROUND IMPROVEMENTS AND UTILITIES ARE NOT LOCATED.
7. FENCE AND WALL OWNERSHIP IS NOT DETERMJNED.
8. THIS DRAWING IS THE PROPERTY OF PINNELL SURVEY, INC. AND SHALL
NOT BE USED OR REPRODUCED, WHOLE OR IN PART WITHOUT
WRITTEN PERMISSION & AUTHORIZATION FROM PINNELL SURVEY, INC.
9. ALL EASEMENTS SHOWN ON THE ATTACHED DRAWING ARE PER THE
RECORD PLAT (UNLESS OTHERWISE NOTED).
CERTIFICATION:
THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE
PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND
HAVE SET OR FOUND MONUMENTS AS INDICATED ON THIS
SKETCH AND THAT SAIDOABOVE GROUND SURVEY AND SKETCH
ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE
AND BELIEF I FURTHER CERTIFY THAT THIS SURVEY MEETS
THE STANDARDS OF PRACTICE UNDER RULE 5J-17,
FLORIDA ADMINISTRATIVE CODE, ADOPTED BY THE FLORIDA
STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS.
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
FINAL SURVEY (18-1171)
06/22/18
. O.C.
SPOT SURVEY (17-0414)
03/16/17 .
J.P.
ADD ELEVATIONS (15-1979)
10/26/15
S.A.
REVISIONS
DATE
CHK'D BY
JASON H: PINNELL
FROFESSIONAL SURVEYOR & MAPPER
1 LICENSE NO.'5734, STATE OF FLORIDA J
SKETCH NO.: i5--0545
DATE OF SURVEY: 04/02/15
CHECKED BY: S.A.
FIELD BOOK/PAGE: 500/36
SIDE 1 OF 2
i
U.S. DEPARTMENT OF HOMELAND SECURITY
Federal Emergency Management Agency
National Flood Insurance Program
ELEVATION CERTIFICATE
Important: Follow the instructions on pages 1-9.
OMB No. 1660-0008
Expiration Date: November 30, 2018
Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
SECTION A — PROPERTY INFORMATION
FOR INSURANCE COMPANY USE
Al. Building Owner's Name
EDUARDO IVAN CALLE AND ZIMENA ASTRALAGA-CALLE
Policy Number:
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and
Box No.
440 GRAND CONCOURSE
Company NAIC Number:
City State ZIP Code
MIAMI SHORES Florida 33138
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOTS 5 & 6, BLOCK 86, AMD.PL.OF MIAMI SHORES SEC. 4, P.B. 15, PG. 14, M-D.C.R. (I.D. #11-3206-017-0030)
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL
A5. Latitude/Longitude: Lat. 25°51'53.5"N Long.80°11'15.6"W Horizontal Datum: ❑ NAD 1927
x
NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance..
A7. Building Diagram Number 8
A8. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or enclosure(s) 2243.00 sq ft
b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 12 .
c) Total net area of flood openings in A8.b 1890.00 sq in
d) Engineered flood openings?
A9. For a building with an attached garage:
a) Square footage of attached garage
x
Yes ❑ No
528.00 sq ft
b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A9.b 0.00 sq in
d) Engineered flood openings? ❑ Yes
x
No
SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number
MIAMI SHORES - 120652
B2. County Name
MIAMI-DADE
B3. State
Florida
B4. Map/Panel
Number `
12086C0302
B5. Suffix
L
B6. FIRM Index
Date
09-11-2009
B7. FIRM Panel
Effective/
Revised Date
09-11-2009
B8. Flood
Zone(s)
X
B9. Base Flood E evation(s)
(Zone AO, use Base Flood Depth)
N/A
B10. Indicate the source
❑ FIS Profile
x
of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9:
FIRM ❑ Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item B9:
x
NGVD 1929 ❑ NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes x No
Designation Date: ❑-CBRS ❑ OPA
FEMA Form 086-0-33 (7/15)
Replaces all previous editions.
Form Page 1 of 6
ELEVATION CERTIFICATE
OMB No. 1660-0008 -
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
440 GRAND CONCOURSE
Policy Number:
City State . ZIP Code
MIAMI SHORES Florida 33138
Company NAIC Number
SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction*
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations — Zones A1—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE,
Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto
Benchmark Utilized: SEE COMMENTS Vertical Datum: NGVD 1929
x Finished Construction
,
AR/A1—A30, AR/AH, AR/AO.
Rico only, enter meters.
. Indicate elevation datum used for the elevations in items a) through h) below.
,.
x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 10.00
;
Check the measurement used.
x feet ❑ meters
b) Top of the next higher floor t 1 11.88
x feet ❑ meters
c) Bottom of the Iowest,horizontal structural member (V Zones only)
N/A x feet ❑meters
d) Attached garage (top of slab) 10.35
x feet ❑ meters
'e) Lowest elevation of machinery or equipment servicing the building 10.42
type of equipment and location in Comments)
x feet ❑meters
(Describe
f) Lowest adjacent (finished) grade next to building (LAG) 10.00
x feet ❑ meters
,
g) Highest adjacent (finished) grade next to building (HAG) 11.40
x 'feet ❑ meters
h) Lowest adjacent grade at lowest elevation of deck or stairs, including
structural support
N/A x feet ❑,meters
SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by
I certify that the information on this Certificate represents my best efforts to interpret the data available.
statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
law
to certify elevation information.
I understand that any false
Were latitude and longitude in Section A provided by a licensed land surveyor? x Yes ❑ No
• Check here if attachments.
•
Certifier's Name License Number
JASON H. PINNELL •5734,.,_
`
� r r .
�, ,, ,lace '- ,t
=' gg
'/ 'Fea•
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+ '"` 1 u
f` `0 1,
;-'
Title
PROFESSIONAL SURVEYOR & MAPPER
Company Name
PINNELL SURVEY, INC.
Address
5300 WEST HILLSBORO BOULEVARD, 215-A
City /� State ZIP Code
COCONUT C / Florida 33073
Signatur Date Telephone Ext.
/_ r / v (954) 418-4940
Copy all p is Elevation Certificate and all attachments f r (1) community official, (2) insurance agent/company, and (3) building owner.
Comments (including type of equipment and location, per C2(e), if applicable)
1. THIS ELEVATION CERTIFICATE IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
2. LINE C2(e) REFERS TO A/C UNIT ADJACENT TO STRUCTURE: .
3. LINE A5 WAS OBTAINED WITH GOOGLE EARTH.
4. REFERENCE BENCHMARK: MIAMI-DADE COUNTY ENGINEERING BM. "N-802", ELEVATION 8.98' NGVD 1929
5. ADDITION IS SLAB ON GRADE, FF ELEVATION = 11.88'
FEMA Form 086-0-33 (7/15)
Replaces all previous editions.
Form Page 2 of 6
ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
440 GRAND CONCOURSE
Policy Number:
City State ZIP Code
MIAMI SHORES Florida 33138
Company NAIC Number
SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED)
FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a
complete Sections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement
enter meters.
El. Provide elevation information for the following and check the appropriate boxes to show whether
the highest adjacent grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement,
crawlspace, or enclosure) is ❑ feet ❑ meters
LOMA or LOMR-F request,
used. In Puerto Rico only,
the elevation is above or below
❑ above or ❑ below the HAG.
❑ above or ❑ below the LAG.
9 (see pages 1-2 of Instructions),
❑ above or ❑ below the HAG.
❑ above or ❑ below the HAG.
❑ above or ❑ below the HAG.
with the community's
certify this information in Section G.
b) Top of bottom floor (including basement,
crawlspace, or enclosure) is ❑ feet ❑ meters
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or
the next higher floor (elevation C2.b in
the diagrams) of the building is ❑ feet ❑ meters
E3. Attached garage (top of slab) is ❑ feet ❑ meters
E4. Top of platform of machinery and/or equipment
servicing the building is ❑ feet ❑ meters
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance
floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must
SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or
community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
❑ Check here if attachments.
FEMA Form 086-0-33 (7/15)
Replaces all previous editions.
orm Nage ;3 o
ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE.
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
440 GRAND CONCOURSE
Policy Number: ,
City State ZIP Code
MIAMI SHORES Florida 33138 '
Company NAIC Number
SECTION G — COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete
Sections A, B, C (or E), and G'of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement
used in Items G8-G10. In Puerto Rico only, enter meters.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, 1
engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation
data in the Comments area below.)
G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE)
or Zone AO.
G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes.
G4. Permit Number •
G5. Date Permit Issued
G6. Date Certificate of
Compliance/Occupancy Issued
G7. This permit has been issued for: ❑
G8. Elevation of as -built lowest floor(including
of the building:
G9. BFE or (in Zone AO) depth of flooding at the
G10. Community's design flood elevation:
New Construction ❑ Substantial Improvement
basement)
❑feet
❑ feet
❑ feet'
•
❑meters Datum
building site:
❑ meters Datum
•
❑ meters Datum
Local Official's Name Title
Community Name Telephone
•
Signature Date
Comments (including type of equipment and location, per C2(e), ,if applicable)
a ❑ Check here if attachments.
FEMA For 086-0-33 (7/15)
Replaces all previous editions.
Form Page 4 of 6
ELEVATION CERTIFICATE
BUILDING PHOTOGRAPHS
See Instructions for Item A6.
OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
440 GRAND CONCOURSE
Policy Number:
City State ZIP Code
MIAMI SHORES Florida 33138
Company NAIC Number
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the
instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and
"Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or
vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page.
m..
06 22 2018
Photo One
Photo One Caption FRONT VIEW Clear Photo One
i 1
1'
.. ,..`. _ .,
_u........ ..ems..'...-,...�, ,. +...r. .... ,. _..
... .w:«...... ,.�
06 22 .2018
Photo Two
Photo Two Caption RIGHT SIDE VIEW Clear Photo Two
FEMA Form 086-0-33 (7/15)
Replaces all previous editions.
Form Page 5 of 6
ELEVATION CERTIFICATE
BUILDING PHOTOGRAPHS
Continuation Page
OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
440 GRAND CONCOURSE
Policy Number:
City State ZIP Code
MIAMI SHORES Florida 33138
Company NAIC Number
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs
with: date taken; "Front View" and 'Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable,
photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8.
* tr J!y A..rk y
•
..,iP
w.3
yt• yr i y ,
'..'.J
06 22 .,2018
rtd '+Ix
Photo Three
Photo Three Caption REAR VIEW Clear Photo Three
06 22 2018
Its
Photo Four
Photo Four Caption LEFT SIDE VIEW Clear Photo Four
FEMA Form 086-0-33 (7/15)
Replaces all previous editions.
Form Page 6 of 6
PEST CONTROL, INC.
CONFIRMATION OF COMPLETION OF
SUBTERRANEAN TERMITE
TREATMENT AND LIMITED WARRANTY
AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 1816.1.7
PURCHASER'S NAME AND ADDRESS: KCS Consulting
5280 NE 16th Avenue
Fort Lauderdale, 33334
TREATMENT SITE: 440 Grand Concourse, Miami Shores, Florida 33138
PROJECT: Residence Addition/ Remodel
LOT: 5+6
UNIT: N/A
SQUARE FOOTAGE: 500
CHEMICAL: Imidacloprid
DATE OF COMPLETION: 7/17/18
1 YEAR WARRANTY
PERMIT: RC-4-15-2867
BLOCK: 86
NUMBER OF STRUCTURES TREATED: 1
NUMBER OF GALLONS: 50
PRODUCT: Adonis 75WSP @ .05%
APPLICATOR: Breck Bishop
DATE & TIME: 7/17/18, 3:00 PM
Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment
for the prevention of subterranean termites. Treatment is in accordance with the rules and laws
as established by Florida Department of Agriculture and Consumer Services. Exterior
perimeter treatment was completed upon final grade.
Limitations, exclusions or conditions that affect the company's obligation to retreat or repair
damage, are part of the contract.
LICENSE NO. JB 1752
ACCURATE PEST CONTROL, INC.
BY:----
Harve mades, President
REVISED 06/01/17
/OW S STATE RD 7 x PLANTATION FL 33317 x 954.584.8588 x 800.749.8588 x F 954.584.6117
Subterranean Termite Treatment Limited Warranty
Limitations, exclusions, or conditions that affect the company's obligation to retreat or repair damage, are a part of the contract.
Terms and Conditions
During the term of your limited warranty, any
further treatment found necessary due to evidence
ofsubterranean termites (ExcludingFormosan Ter-
mites) will be done free of charge to the covered
structure(s), and any structural damage necessitating
repairs (up to $1,000,000) caused by subterra-
nean termites (Excluding Formosan Termites) will
be paid by Accurate Pest Control, Inc. Accurate
Pest Control will annually reinspect the property
only at your request. The limited warranty term
shall be one (1) year from the date of completion.
Accurate Pest Control, Inc. shall have the option
of extending the limited warranty annually upon
homeowners payment of annual renewal fee.
Your contract covers all materials, labor; and
service needed to control any active infestation
of subterranean termites, Excluding Formosan
Termites. A limited warranty holder can, at
anytime during the warranty period, request
consultation and advice concerning termites or
other pest, at no charge to the owner: This limited
warranty is transferable should the property be sold
or otherwise transferred. Accurate Pest Control,
Inc. shall be notified in writing of new ownership
of the property.
1. It is understood and agreed between the
parties that this Agreement constitutes the
complete agreement between the parties and
the said agreement may not be changed or
altered in any manner, oral or otherwise, by
a representative of Accurate Pest Control,
Inc. unless such alteration or change be in
writing and executed by a corporate officer of
Accurate Pest Control, Inc. under its corpo-
rate seal.
2. Fences, Free -Standing garages, or other
outstructures are not included unless speci-
fied in writing.
3. Structural or mechanical defects such as
wood -to -ground contact, stucco below grade
level on Wood Frame Construction, brick
veneer on CBS Construction which reaches
below grade level, or wood form boards or
stakes which have been left in the ground
must be removed. This is conducive to sub-
terranean termite infestation and may destroy
the effectiveness of Accurate Pest Control,
Inc. treatment, thereby permitting infestation
to occur after the date of initial treatment.
If such conditions are discovered it is agreed
that the customer will be responsible for
making such modifications as are necessary
to correct the structural or mechanical defect
(including providing at least a 6" gap between
the stucco and the grade level) and Accurate
Pest Control, Inc. will, upon completion of
said modifications, provide additional treat-
ment deemed necessary by the Company to
control an infestation if it occurs.
4. Accurate Pest Control, Inc. liability shall
be terminated should Accurate Pest Control,
Inc. be prevented from fulfilling its respon-
sibilities under the terms of the Agreement
by reason of acts of war, whether declared
or undeclared, acts of any duly constituted
government authority, strikes, acts of God,
or failure by the customer to allow Accurate
Pest Control, Inc. access to the premises for
any purpose contemplated by the Agreement
or the Guarantee, especially, including re -in-
spection, whether such re -inspection was re-
quested by the customer or deemed necessary
by Accurate Pest Control, Inc.
5. This Agreement covers the designated
property as of the date of actual comple-
tion. In the event the premises are structurally
modified, altered or otherwise changed after
the date of treatment, this Agreement shall
terminate unless prior written agreement
shall have entered into between the owner
and Accurate Pest Control, Inc. to reinspect
the property, provide additional treatment
and/or adjust the annual renewal fee.
6. It is specifically understood and agreed that
Accurate Pest Control, Inc. and the Property
Owner are bound only by the terms of this
Agreement and not by any other Representa-
tions, oral or otherwise.
7. This is an optional warranty, renewable an-
nually on the month in which treatment was
initially provided. Cancelled check is proof of
receipt of payment. The Company reserves
the right to increase the annual fee.
Revised October 1, 2003
DIVISION OF
Environmental Health
Florida Health
eQkO Miami -Dade County qo/o
OSTDS/Well Division �O� Q►` 11805 SW 26th Street • Miami, FL 33175
Inspector t%r,✓,,,t4,, Date
Address YYU n�k ccti,,.yQ OSTDS # H� / 1.3
Comments:
Signature
6
GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING INSPECTION SERVICES DRILLING SERVICES
='oEc DYNATECH ENGINEERING CORP.
WWW.DYNATECHENGINEERING.COM
Miami, January 17, 2017
Mr. Kevin Smith
KCS CONSULTING, INC.
5280 North East 16th Avenue
Fort Lauderdale, FL 33334
Re: Addition @
440 Grand Concourse
Miami Shores, FL
Dear Mr. Smith:
Pursuant to your request; DYNATECH ENGINEERING CORP. (DEC) inspected,
the soils at the above reference property.
Based on our site inspection, it is our professional opinion that the inspected soil
for the addition footers only is suitable for support of the proposed construction
and that the foundation bearing capacity meet or exceed 2000 PSF. Enclosed find
copies of our field testing logs.
Please note topsoil and organics have not yet been removed from the slab areas and
must be removed prior to construction.
It has been a pleasure working with you at this phase of your project and look
forward to do so in the near future.
•
Wissam Naamani, P. E.
DYNATECH ENGINEERING CORP.
Florida Reg. No. 39584
Special Inspection No. 757
Certificate of Authorization No.: CA 5491
1
750 WEST 84TH STREET. HIALEAH. FI: 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL•INFOODYNATECHENCNEER NG.COM EC
GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
DATE:
DEC DYNATECH ENGINEERING CORP,
W W W.DYNATECHENGINEERING.COM
MOISTURE -DENSITY RELATIONS OF SOILS
PROCTOR COMPACTION TEST
January 17, 2017
CLIENT: KCS CONSULTING, INC.
PROJECT: Addition (a,
ADDRESS: 440 Grand Concourse, Miami Shores, FL
CONTRACTOR: KCS Consulting, Inc.
MATERIAL DESCRIPTION: Gray sand w/rock fragments
SAMPLED BY: JA
TESTED BY: JA
TEST RESULTS
Sample Number 1
The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a
101b. Hammer and an 18" drop ASTM D-1557.
% MOISTURE DRY DENSITY
5.0
6.6
9.3
13.5
98.8
101.5
104.7
103.2
Optimum Moisture 11.1 Percent
100%Maximum Dry Density 105.9 lbs./cu.ft.
%Passing'/," Sieve 91.4 Percent
Sampled By: JA
Tested By: JA
Checked By: WN
As a mutual protection to clients, the public and ourselves, all reports
are submitted as the confidential property of clients, and authorization
for use, publication of statements, conclusions or extracts from or regarding
our reports is reserved pending our written approval.
107
105
103
101
99
97
044
LI
4 �(•'.O'1 10¢� 1z
s,�� _subm' ed, , N =
r,)
Z
hJJ
14
VR Sam Na a fn,1 '
D ATgCH E1.J - `1=
Flbrjda $, ,5
Certificate ptAuthoriiation No.: CA 5491
G CORP.
D
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D
E
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S
I
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GEOTECHNICAL I ENVIRONMENTAL MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
DEC DYNATECH ENGINEERING CORP,
W W W.DYNATECHENGINEERING.COM
DATE:
CLIENT:
FIELD DENSITY TEST OF COMPACTED SOILS
January 17, 2017
KCS CONSULTING, INC.
PROJECT: Addition @
ADDRESS: 440 Grand Concourse, Miami Shores, FL
CONTRACTOR: KCS Consulting, Inc.
Test No. 1 Location: West side of north footer
Test No. 2 Location: East side of north footer
Test No. 3 Location: Center of east footer
Test No. 4 Location: East side of south footer
Test No. 5 Location: West side of south footer
Description of Material: Gray sand w/rock fragments
TEST NO.
1
2
3
4
5
DEPTH
12"
12"
12"
12"
12"
FIELD DENSITY
104.5
103.9
104.2
105.0
104.7
MOISTURE CONTENT %
5.7
5.9
5.5
6.0
5.3
MAX. DENSITY IN THE FIELD %
98.7
98.1
98.4
99.2
98.9
COMPACTION REQUIREMENTS
% OF MAXIMUM DENSITY
95%
95%
95%
95%
95%
100% MAXIMUM DENSITY (LAB)
105.9
105.9
105.9
105.9
105.9
REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS
Tested By: JA
Checked By: WN
Respectfully Su1mitted,
3'a
Wissalf ..:'i . i,,P.E.
D EAONEERII4CORP.
F1oi k$g. 3958.V. . cn
Cett1 cate o0Author yatiot}.Ie CA 5491
co %. fro 4),
*A density test determines the degree of compaction of the tested layer of material only. In no way shall a density tes gl3lace a soi1earinitklp " determination a
soil boring test must be provided by client, prior to construction to verify subsoil conditions. As a mutual protection fo tichc1terltss, the pugt, urselves, all reports
are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts fr 0g sur reports is reserved
pending on our written approval.
lEOTECMNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
DATE:
''oEc DYNATECH ENGINEERING CORP,
W W W.DYNATECHENGINEERING.COM
MOISTURE -DENSITY RELATIONS OF SOILS
PROCTOR COMPACTION TEST
May 4, 2017
CLIENT: KCS CONSTRUCTION, INC.
PROJECT: Addition (2
ADDRESS: 440 Grand Concouse, Miami Shores, FL
CONTRACTOR: KCS Construction, Inc.
MATERIAL DESCRIPTION: Gray sand w/rock fragments
SAMPLED BY: JA
TESTED BY: JA
TEST RESULTS
Sample Number 1
The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a
10 lb. Hammer and an 18" drop ASTM D-1557.
% MOISTURE DRY DENSITY
4.3
6.5
8.7
12.6
104.1
107.4
109.6
106.8
Optimum Moisture 9.9 Percent
100% Maximum Dry Density 110.2 lbs./cu.ft.
% Passing'/," Sieve 90.5 Percent
Sampled By: JA
Tested By: JA
Checked By: WN
kY t 1a.
4r `e
As a mutual protection to clients, the public and ourselves, altrep
are submitted as the confidential property of clients, and authoriz n`• _
for use, publication of statements, conclusions or extracts from or'regardu3,
our reports is reserved pending our written approval.
112
110
108
106
104
102
4 6 8 10 12 14
Respectively submitted,
Wissam Naalmani, Y.E.
DYNATECH ENGINEERING CORP.
Florida Reg. No. 39584
Certificate of Authorization No.: CA 5491
D
R
Y
D
E
N
S
I
T
Y
oTECitNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
DEC DYNATECH
W W W DYNATECHENGINEERING.COM
DATE:
FIELD DENSITY TEST OF COMPACTED SOILS
May 4, 2017
CLIENT: KCS CONSTRUCTION, INC.
PROJECT: Addition @
ADDRESS: 440 Grand Concouse, Miami Shores, FL
CONTRACTOR: KCS Construction, Inc.
--------------------------
Test No. 1 Location: West side of addition underslab
Test No. 2 Location: Center of addition underslab
Test No. 3 Location: East side of addition underslab
Test No. Location:
Test No. Location:
Description of Material: Gray sand w/rock fragments
TEST NO.
1
2
3
DEPTH
12"
12"
12"
FIELD DENSITY
108,6
109.0
108.4
MOISTURE CONTENT %
7.3
8.0
7.7
MAX. DENSITY IN THE FIELD %
98.5
98.9
98.4
COMPACTION REQUIREMENTS
% OF MAXIMUM DENSITY
98%
98%
98%
100% MAXIMUM DENSITY (LAB)
110.2
110.2
110.2
REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS
Tested By: JA
Checked By: WN
Respectfully Submitted,
IAA
Wissam Naamani, P.E.
DYNATECH ENGINEERING CORP.
Florida Reg. No. 39584
Certificate of Authorization No.: CA 5491
*A density test determines the degree of compactIola of the testCd'1ayer of material only. In no way shall a density test replace a soil bearing capacity determination a
soil boring test must be provided by client, prior tb c t struction to verify subsoil Conditions. As a mutual protection to the clients, the public and ourselves, all reports
are submitted as the confidential property of clients,:authoriRtiptr €ot •ptblication of statement conclusions or extracts. from or regarding our reports is reserved
pending on our written approval.
JCA ENGINEERS LLC
STRUCTURAL CONSULTANTS
14449 SW 17' St
MIAMI. FL 33175 PH: (305) 979-6507
April 27th, 2017
City of Miami Shores
Building Department
Re: Addition and Remodeling
Mr. & Mrs. Calle Residence
440 Grand Concourse.
Miami Shores, Florida
Dear Building Official / Inspector:
Please be advised that the undersigned has performed a visual inspection on the following items:
1. Reinforcing for masonry walls, as shown on sheet S-1. note 1.
Based on the site observations. it is our opinion that previously indicated item, is in substantial
accordance with the applicable codes and the approved permit plans.
Should you have any questions, please do not hesitate in contacting us.
%Regards _, %%% CA NI
•
No
•
�'�.,
�`oNAL$;
Javier Can izares,' � `‘%
Structural Engineer
JCA ENGINEERS LLC
STRUCTURAL CONSULTANTS
Et
14449 SW 171. St.
9 ';r ", MIAMI, FL 33175 PH: (305) 979-6507
August 10th, 2017
City of Miami Shores
Building Department
Re: Addition and Remodeling
Mr. & Mrs. Calle Residence
440 Grand Concourse.
Miami Shores, Florida
Dear Building Official / Inspector:
Please be advised that the undersigned has performed a visual inspection on the following
items:
1. Masonry jambs reinforcing for existing window/door openings, as shown on details A,
B & D/S-4.
2. Masonry walls reinforcing for new addition, as shown on sheet S-1, note 1.
Based on the site observations, it is our opinion that previously indicated item, is in substantial
accordance with the applicable codes and the approved permit plans.
Should you have any questions, please do not hesitate in contacting us.
Regards,
63883
Javier Canizares, PE
Structural Engineer
w
BUILDING
PERMIT APPLICATION
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
RECEIVED
FEB 1 40_1_8.1
FB� 20 N-4
Master Permit No. 01 Cl b - ZA3o
Sub Permit No. i 1 S-2.4(O
❑ BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
▪ PLUMBING MECHANICAL ❑PUBLIC WORKS 11 CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: ` o C r4 j'� C a>tJY s
City: Miami Shores County: Miami Dade
zip: 33 / 3 e
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone:
BFE: FFE:
OWNER: Name (Fee Simple Titleholder): fief, �%''''"/ r' `n'� E'er a/4 Phone#: gar 7/ — Z7'7}
Address: 1/4/4) �,s.444.ef eva cevs/t
City: / JO v1 J `SIf%r<td State: 7 `i _ Zip: 2J/ 3 b'
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: i'!% Z"e' " Z 2iv-C
Phone#:
Address: 75' S, /f 6 ii '/ 2
City: /7 / r4'AI ' j ,✓� State: /- /o%,/ �4 Zip: 33 ,) 7 f' p
Qualifier Name: L v / S ///-� • c/a 'Z Phone#: 3 iJv 2 59' ?is 7
State Certification or Registration #: �( ,4 0 C' U 0 Z Z Certificate of Competency #: f t/%/7 00 0 0 Z`i
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ , 7(.. Square/Linear Footage of Work:
Type of Work: Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: C c E c G,p id -r(l.A- O fz
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ ' Bond $
(Revised02/24/2014)
G-4-wr.fe
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 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 —
OWNER or AGENT
Signature
CONTRACTOR
The foregoing instrument was acknowledged before �me this The foregoing instrJL
t was acknowledged before me this
J5 kday of Fe b VV rY , 20 / d , by 2.3 rdday of tt , 20 / ? , by
X jot Qnq.4 51'17-4 1 a 3g---Cq•! 1.e. who is personally known to LV LS - Chi Z— . , who is personally known to
—
me or who has produced ' -L- as me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign: a' / i a ugAoj th
,t,
Print 1 # QV•! ' I 00 P 2—
Seal:
ROSE MARIE GONZALEZ.
,,146', Notary Public - State of Flails • 5 Commission • FF 222133
- a V My Comm Expires Apr 19, 2019
******* ** 'iirik***awailYwsws44iPtkakllAtiR , ** **** ********
A A
identification and who did take an oath.
NOTARY PUBLIC:
APPROVED BY
Sign:
Print:
Seal:
Plbn xaminer
Structural Review
r'ta QP�-ateA--
DID,i-e_kiza- Le 604 a-tez
ROSE MARIE GONZALEZ.
Notary Public - State of Florida
Commission ! FF 222193
My Comm. Expires Apr 19, 2019
************
Zoning
Clerk
(Revised02/24/2014)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax:(305) 756.8972
AIR CONDITIONING REPLACEMENT DATA
PERMIT NUMBER: MC
This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must
be on its own data sheet. Multiple units on single sheets are not acceptable.
Job Address (where the work is being done): d (1 v r P4 e( aocouvbt,
City: Miami Shores Village County: Miami Dade Zip Code: 33 /3 v
ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB
ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION
A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS
AHRI DATA SHEET REQUIRED
Change disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES ❑
NIT BEING REPLACED
DATA
NEW UNIT
lit;D
MANUFACTURER
`40/ 1,-61/'
U14- L L ^ r'!NI LI 3 z.- (,_ 4.
AHU or PKG. UNIT MODEL #
V $..1ill;— 00 3 A .I_
COND. UNIT MODEL #
1 O /Z. Lil
KW HEAT
r ° p j( WI
L./ 1V4
NOM TONS
5 're1.)
AHU CU PKG
1) M.C.A
AHU CU PKG
AHU CU PKG
2) M.O.P
AHU CU PKG
AHU CU PKG
3) VOLTS
AHU CU PKG
PKG UNIT / /
PKG UNIT / /
EER/SEER
YES NO
REPLACING DUCTS
YES 6-0
YES NO
REPLACING THERMOSTAT
YES 670
YES 0
NEW 4"CONCRETE SLAB
YES
YES NO
NEW ROOF STAND
YES 4)
YES 0
NEW RETURN PLENUM BOX
YESCI-Cr
1. Minimum Circuit Ampacity (Wire Size):
2. Maximum Overcurrent Protection (Fuse/Breaker Size):
3. Voltage of Circuit (208/ 80):,Z) z, YQ'
4. Size Disconnecting Means:
Contractor's Company Name: �f O L"t Z04'-c
State Certificate or Registration No.
Signature CL.c
(Qualifier's signature)
✓_
jot f
Certificate of Competency No. 11 Ifl d 00) z 2
1" /Z,, zv/f
Date:
Phone:
(Revised02/24/2014)
Miami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
CHANGE OF CONTRACTOR / ARCHITECT
Permit N. /' %%%
Owner's Name (Fee Simple Title Holder):EdO(Pj )/ men u Ca C( e
Owner's Address: O (- c GcSe
City: 'V1tavnf ©!e-"S State: FL
Phone #:
365- 757 - 2.707
Zip Code: 3 3 / 3 g
Job Address (Of where work is being done): et4.6 61 vw( C.r,"CGLrs-
City: Miami Shores State: Florida Zip Code:
Contractor's Company Name: \--\-C"PCS:2)CA
Address: \CAL -VA U \ �Q
City: �x\c\=P� State:
Qualifier's Name :
Phone #: A—t-kkr1 `,\(:)1
Zip Code: ? ?f)
Lic. Number:
Architect/ Engineer of Record Name: Phone #:
Address:
City: State: Zip Code:
Describe Work:
hereby certify that the work has been abandoned and/or the contractor/architect
is unable or unwilling to complete the contract. I hold the Building Official and the
volvement.
Signature
Miami Shores harmless of all leg
4)6.Ticneif i2
Owner or Agent
The foregoing instrument was aknowledged before me
this 06 day of A ey20ll by L• 1c,
Who is personally known to me or who has produced
fe (soy-vuL(Y v. -40 12--
Notary Pub c: ✓�/%
Sign:
Seal:
r
f ; Maria P Miller
Ar My Commission GG 172426
''#oo of Expires 01/03/2022
Signature
as indentification.
Notary Public State of Florida
Contractor or Architect
The foregoing instrument was aknowledged before me
thisr day of-,,C..) . , 201%by .1\ Svcv
who is personally known to me or who has produced
Notar bli •
Sign
Seal:
as indentification.
LORI L MONTIEL
z Notary Public - State of Florida
•c My Comm. Expires Mar 21, 2018
Commission # FF 099897
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner — Workers' Compensation 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:
1. 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;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. 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:
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this I v day of febrvary , 20 i
By PA er14 45 �r11 19 4 - CQ I I e who is personally known to me or has produced
riot: A 2 3 °" q i' b" - 141-Cori identification.
Notary: ktp.eaaAL
SEAL:
""u•.,,s" ROSE MARIE GONZALEZ
Notary Public • State of Florida
�C• Commlasion # FF 222133
,41 My Comm. Expires Apr 19, 2019
Bonded through National Notary ANn.
Froze -Zone
tr)
75 SW 116th Ave.
Miami, Florida, FL 33174
(305)733-7633
Heating, Ventilating & Air Conditioning Service
Date: fe‘- /L7 —47//'
State of riorlei 4--
County of 6 ro wv( VC/
Before me this day personally appeared 4- 1! IS Cr U 2-
deposed and says:
That he or she will be the only person working on the project located at:
who, being duly sworn
4 grava(_''cyLeovrS-e , Mravlir 116K-eS F 33/39'
r2
Contractor Signature
Sworn to (or affirmed) and subscribed before me this 1 2-14‘day of Feb r1,'2 r `f 20 1 b
L i5
by
ROSE MARIE GONZALEZ-
Notary Public • State of RAN
Commission N FF 2221$3
My Comm. Expires Apr 10, 20111
Bonded through National Notary Apo.
Ac2, MOW_ ,P1161 62-epg_
Print, Type or Stamp Name of Notary
Personally known
Produced Identification
Type of identification Produced
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
RECEIVED
NOV 2 0 2017
sn Cb41-\
`�FBC20t�i '1
BUILDING Master Permit No. 12-C- I I'— 1 (`_ &-1
PERMIT APPLICATION Sub Permit No.
El BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
[PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 440 Grand Concourse
City: Miami Shores
County:
Folio/Parcel#: 1132060170030
Occupancy Type: Sfr Load: Construction Type:
OWNER: Name (Fee Simple Titleholder): Ivan and Ximena Calle
Address:440 Grand Concourse
Miami Dade Zip:
Is the Building Historically Designated: Yes NO
Flood Zone:
BFE: FFE:
Phone#:954 261-1141
City: Miami Shores
Tenant/Lessee Name:
State: FI
Zip: 33138
Phone#:
Email:
CONTRACTOR: Company Name: KCS Consulting
Address: 5280 Ne 16th Ave
Phone#: 954 261 1141
city: Fort Lauderdale
Qualifier Name: Kevin Smith
State Certification or Registration #: CGC 062201
DESIGNER: Architect/Engineer: Imagination Design Group
Address:3370 Coral Way
State: FL
Phone#:
Certificate of Competency #:
Phone#:
City: Miami State: FL Zip: 33145
Zip: 33334
954 261 1141
Value of Work for this Permit: $ Square/Linear Footage of Work:
Type of Work: 0 Addition ❑ Alteration
Description of Work: Truss attachment Detail
❑ New ❑ Repair/Replace
❑ Demolition
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $ • 03 Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $ 53 • ail
(Revised02/24/2014)
CCF $ CO/CC $
DBPR $ Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ 99 • GO
` 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. 1 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 p?sted at the job site
for the first inspection which occurs seven (7) days after the building permit-ii issued. In the absence of su h posted notice, the
inspection will not be approved and a reinspection fee will be charged. ; r
OWNER or AGENT
The foregoing instrument was acknowledged before me this
5 day of �1341v , 20 1 by
.)C I w e P 3 �� l2 , who is personally known to
me or who has produced Al- `t ` ► tQ"1 jt4 Li
�L v
identification and who did taltiy 's ,path.
=��• NOTARY PUBLIC: ,�� ��
Amy Osbome
=*c ►i _ COMMISSION #FF905740
.4u EXPIRES: August 3, 2019
S.
W Wy.AARONNOTARY.COM
Sign:
Print:
Seal:
APPROVED BY
(Revised02/24/2014)
Sign
CONTRACTOR
The foregoing instrument was acknowledged before me this
I day of I\'OV ,20 I-7 ,by
ev IN S rk kr)
, who is personae^ to
mar who has produced as
identification and who did t
NOTARY PUBLIC:0pe^% Amy Osbome
ix, COMMISSION.FF906740
EXPIRES: August 3, 2019
Sign:
Print:
Seal:
Plans Examiner
www.AlwoNNOraRY.cou
Pckm
Zoning
Structural Review Clerk
