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Miami Shores Village REc
Building Department �1�Ed
Nov 2
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ttb,
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FB'C'220l
BUILDING Master Permit No. 2C e- - S?j
PERMIT APPLICATION Sub Permit No.
❑ BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION 4 EXTENSION ❑ RENEWAL
❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF 0 CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: `�.4 °AK
City: Miami Shores County: Miami Dade Zip: 2731 S j
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Ctl-9?�-Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): 1/q/A/tgi4_. COt c,&vio Phone#: Sty VSZ--)?"3ZB6
Address: sa tit. i. Gt 5 654pc J-e.
City: State: Zip:
Tenant/Lessee Name: '
Email:
Phone#:
CONTRACTOR: Company Name: iAv W " 1 Phone#:
Address:
City: State:, Zip:
Qualifier Name: Phone#:
State Certification or Registration #: Certificate of Competency#:
DESIGNER: Architect/Engineer: -Phone#:
1
Address: City: State: Zip:
Value of Work for this Permit: $
Type of Work: ❑ Addition ❑ Alteration ❑ New
Description of Work: PuiJ AAA- e)d-e _ )
Square/Linear Footage of Work:
❑ Repair/Replace ❑ Demolition
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 $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
Bonding Company's Name (if applicable) +�
Bonding Company's Address-1
u A
r
City > State ' Zip
,w
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
r •
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 w ich occ rs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved a d a reinspecjion fee will be charged.
Signature
OWNER or AGENT
rt't
Signature J
CONTRACTOR
The 1fo going instrument was a`ckknowledged before " - this The foregoing instrument was acknowledged before me this
` dayof { " O �1 - ,�
1� by day of , 20 by
1C(fjis per's.I ally known to , who is personally known to
. l 1 (..0f.) me or who has produced as
me or who has produced
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC:
APPROVED BY
MAHARAI K. GONZALEZ_
w • • EXPIRES: November 2, 2020
'.;Fof Fro?;. Bonded Thru Notary Public Underwriters
NOTARY PUBLIC:
Sign:
Print:
Seal:
Plans Examiner
Zoning
Structural Review Clerk
(Revised02/24/2014)
r
Miami Shores Village
Building Department
10050 N.E. 2nd Ave
Miami Shores, Florida 33138
RE: Property
94 NW 94th st,
Miami FL 33150
Permit # RC-17-53
Dear City of Miami Shores Village,
This letter is to respectfully request an extension of permit # RC 17-53.
Due to personal financial delays, the final Boundary Survey which was requested in
order to close out our permit, was submitted on November 13th, 2018. Since we have
not received an approval/denial as of yet and our permit is due to expire on November
20th, 2018 we would truly appreciate the opportunity to pay the extension fee of our
permit.
Thank you very much for considering our request and please feel free to contact me if
you have any questions, 561-523-3286.
Sincerely,
Antonela Catano
ni tolig
C.
To: Miami Shores Village
Building Department
10050 NE 2"d Avenue
Miami Shores, FL 33138
• . ... . . . ...
. •.•••. •.•.• .
••• • •. ..
•
CB Engineering Sentices, INY:: : :
1301 NE 7th Street, Suite 303, Hallandale I ach'Ft. 33dt5
Phone: 954-534-1612 Email: cbbortesRgmail•.com
•
... .. .. ..• .
•
•
..... . ..• . .
•
.•. ... . ... .
.. . • • .. ••• ..
• • • • •
•
•
Re: Letter to address your comments on April, 12 2017 for the project at
94 NW 94 Street
Miami Shores, FL
Process # 17-831
Attn: Mr. Ismael Naranjo, BO, CFM
Building Director
Comments
No. 1 Landing and stairs should comply with the following section of the 2014 Florida Building Code
R311.3 Floors and landings at exterior doors. There shall be a landing or floor on each side of each
exterior door. The width of each landing shall not be less than the door served. Every landing shall have a
minimum dimension of 36 inches (914 mm) measured in the direction of travel. Exterior landings shall be
permitted to have a slope not to exceed vertical '/< unit vertical in 12 units horizontal (2-percent).
R311.3.2 Floor elevations for other exterior doors.
Doors other than the required egress door shall be provided with landings or floors not more than 7-3/4
inches (196 mm) below the top of the threshold.
Exception: A landing is not required where a stairway of two or fewer risers is located on the exterior side
of the door.
R311.7.5.1 Risers. The maximum riser height shall be 7-3/4 inches (196 mm). The riser shall be
measured vertically between leading edges of the adjacent treads. The greatest riser height within any
flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Risers shall be vertical or
sloped from the underside of the nosing of the tread above at an angle not more than 30 degrees (0.51
rad) from the vertical. Open risers are permitted provided that the opening between treads does not
permit the passage of a 4-inch-diameter (102mm) sphere.
Exception: The opening between adjacent treads is not limited on stairs with a total rise of 30 inches
(762 mm) or less.
R311.7.5.2 Treads. The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be
measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a
right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed
the smallest by more than 3/8 inch (9.5 mm).
R311.7.8 Handrails. Handrails shall be provided on at least one side of each continuous run of treads or
flight with four or more risers.
Response: Hand rail detail was added -see added sheet S-5. Existing steps out of the living room
to be retrofit not to be removed see added sheet S-4.
Page 1 of 2
• • ••• • • • •••
.. .. • • • .. .. •
CB Engineering Ser ide ,1Np
1301 NE 7th Street, Suite 303, Hallandale Bebdh' FL. 33I709
Phone: 954-534-1612 Email: cbbortes a(�gmail.com
• • • • . •••
• .. •
•• • •
•• • .. •
•
• •••• . •.. •
.. • . .. •• •
"Engineer seal is valid for pages 1 through 2. See attached draviingts for fnforniAtioh not shown
herein"
Sincerely,
CB Engineering Services, INC.
(CA # 30935)
Signed by: Constantin Bortes M.S., P.E.
Florida P.E. # 77915
Date: April 15, 2017
.. • • . .. ... ..
•
• •
•
• •
.. . • • • ......
ifif
,1'�;.
P
5 ; �GENS,F •• �
5 -
!O.( No.77915
ik �t *
: STATE OF is
F PtOR\. �v
Page 2 of 2
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 t,.N
FBC 201Lf
BUILDING Master Permit No. A C _ 1 R -
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL
❑PLUMBING ❑ MECHANICAL
JOB ADDRESS:
City:
Folio/Parcel#:
Occupancy Type:
3
❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
S
14 l cte^ s-1-1
Miami Shores County: Miami Dade Zip: 33t C) I
Is the Building Historically Designated: Yes NO
Load:
Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): 500(I�Gi A° 3) M2 dt.tq Phone#: $bl'SG b'�146 411,
Address C'� ' 614 N W 0i 4 \ S-i' s61- s23
City: Wal\A ( SI/lO\.t. S State: 'FL Zip: 33 l S
Tenant/Lessee Name: Phone#:
Email: S31 v\e lA. %610CAv1 Ie, , C.6YV1
CONTRACTOR: Company Name: 'kOrY1 (')W ilC`' Phone#:
Address:
City: State: Zip:
Qualifier Name: Phone#:
State Certification or Registration #: ,, Certificate of Competency #:
DESIGNER: Architect/Engineer: -DeS\GV1 (VI ISV LeV2 Phone#:.54o IZA5 — 'Pi A
Address: 9-. —4- C11 C.t\- V-c- SU1€ ) 0D City: ?UCC& 9C4.State: "el- Zip: -5 M7,4
Value of Work for this Permit: $ 9-0, 6OO - &9- f are Linear Footage of Work: 2t ,000 SGt'FT
Type of Work: ❑ Addition Alteration ❑ New El Repair/Replace f'V.Demolition Description of Work: , 1Y15-1-al1c,1r ay) o--- \Q Iv\ paY-c 140We 444
Yak— Ij woad ye s k; rnn . Lev 1 O t U,1ct1 Do,11A011 =1 mn, �,0 too' ve mallet cf-C.;
IlAktovx MAApdz(aCr-iar)
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 $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
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 appred and a r spection fee will be charged.
Signature
ER or AGENT
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
11 day of 3
01"v cmpA , 20 11, by
Sttra-moo 0 t rvt v Z_ . , who is personally known to
me or who has produced j SS2-14880-64- o31-.as
, 20 , by
who is personally known to
me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUB
Print: Don\€
day of
PA ntoyckPrint:
Seal: II ;;M7._oi,sI DANIEL MONTOYA
«i*. , : -,i;_ MYCOMMISSION SGG011304
:r ..�` :a EXPIRES: July 13, 2020
.. o.;: °t' Bonded Thru Notary Public Underwriters
****** ,.,Iw
APPROVED BY
(Revised02/24/2014)
Seal:
Plans Examiner
Structural Review
Zoning
Clerk
ALL STATE
ENGINEERING
v
February 10, 2017
All State Engineering & Testing Consultants,
lnc.
TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES -CHEMISTS -DRILLING -ENVIRONMENTAL SERVICES
Antonela Catano
1111 SW 1st Avenue #1925
Miami, FL, 33130
RE: Remodel of Single Family Residence
94 NW 94th Street, Miami Shores, FL, 33150
To whom it may concern,
This letter presents the results of All State Engineering & Testing Consultants, Inc..(ASUTC) GeNtenical
Engineering Study for the above referenced project. The purpose of the geotechniall 4ngineaing. study • •
was to evaluate the site subsurface conditions and provide foundation recommendationsfer the project. •
•
•..• •• •
• .. .
•... . •
..
Project Description • • • • • •
Our understanding of the site is based on our observations during our subsurface investigation 0h t,rmation
you provided to us indicates the project consists of the construction of an additor'•ai a Spgld Family •.
Residence.
. . •
•
• •
.• •
•.• •
..
Test Method and Subsurface Investigation
The borings were conducted in accordance with procedures outlined for Standard Penetration Test and split
spoon sampling of soils by ASTM Method D-1586 as described below.
Two (2) feet long, two (2) inches O.D. split spoon sampler was driven into the ground by successive blows
with a 140 Ibs hammer dropping thirty (30) inches. The soil sampler was driven two (2) feet at a time
(continuous method) then extracted for visual examination and classification of the soil samples.
The number of blows required for one (1) footpenetration of the sample is designated as "N" (known as the
standard Penetration Resistance Value). The N Value provides an indication of the relative density of non -
cohesive soils and the consistency of cohesive soils. A general evaluation of soils is made from the
established correlation between "N" and the relative density or consistency of soils. This dynamic method of
soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the
bearing capacity of soils.
The subsurface investigation consisted of performing one (1), 15-ft deep Standard Penetration Test (SPT)
boring (B-1). The borings were performed on February 14th, 2017.
•
12949 W Okeechobee Rd, Hialeah Gardens, FL 33018 / Phone: 305-888-3373 Fax: 305-888-7443
ALL STATE
LNGIN¢NNG
Based on the information obtained from the SPT boring (B-1), the subsurface is comprised of Topsoil from
0'-0" to 0'-2", Brown medium silica sand from 0'-2" to a depth of 1'-8" with a N value of 14, Tan medium lime
sand with coral rocks from 1'-8" to 15'-0" with N values ranging from 10 to 23.
Detailed subsurface information is provided in the attached SPT Soil Boring Reports.
Groundwater Conditions
The groundwater table was first encountered approximately 8'-0" below the existing ground surface during
the performance of the borings. The groundwater elevation is expected to change with seasonal and tidal
fluctuations, and during storm/hurricane events. The possibility of groundwater level fluctuations should be
considered when developing the design and construction plans for the project.
Site Preparation Procedures
The site preparation work is expected to include site clearing and grubbing, subgrade leveling and
proofrolling, and the placement and compaction of fill and backfill material.
....
The site clearing and grubbing should be performed in all the areas of proposed b3ildipg.construation. and
support of on -grade site features. Site clearing and grubbing should encompass amo;;ng all:dgsQitable
materials such as topsoil, organics, trash, and any other deleterious materials dowt.to clean granular .
material. • • • • •• •• •
• . .. .
•... •• ••
Proofrolling of the areas of proposed construction or support of on -grade featureg•sttQald be.pgrfidr'tned.
Any soft area observed during proofrolling should be removed and replaced with approved fill material. A
heavy self propelled roller should be used to compact all construction areas with no less Than 1-0 pas.es in
each direction to obtain no less than 95% of the Maximum Dry Density as determined by the Modified •
Proctor Compaction Test (ASTM D-1557). . .
Excavate entire building area plus 5'-0" outside the perimeter of construction or to the property boundary,
which ever is closer. Remove all unsuitable subsurface material to the necessary depth. We anticipate an
average excavation depth of approximately 1'-0" below the proposed footings. Re -compact the footing
areas with hand held compaction equipment. Where vibratory compactors are not feasible due to existing
structures in the vicinity of the construction area, static compaction in 6 inch lifts should be applied.
Any fill and backfill materials above the groundwater table shall consist of inorganic granular soils, free
from deleterious materials, and shall contain no more than 12 percent fines passing U.S. standard No. 200
sieve and have a Unified Soil Classification System (USCS) designation of Well -graded Gravel (GW),
Poorly -graded Gravel (GP), Well -graded Silty Gravel (GW-GM), Poorly -graded Silty Gravel (GP -GM), Well -
graded Sand (SW), or Poorly -graded Sand (SP). No particle greater than 3 inches shall be placed in the top
12 inches of the building pad.
Any fill and backfill materials below the groundwater table shall consist of washed free draining gravel
like FDOT No. 57 stone or equivalent to about 12 inches above the water, unless the dewatering process is
utilized. If the dewatering process is utilized, fill shall consist of inorganic granular soils, free from
deleterious materials, and shall contain no more than 5 percent fines passing U.S. standard No. 200 sieve.
All materials should be pre -approved by our firm.
12949 W Okeechobee Rd, Hialeah Gardens, FL 33018 / Phone: 305-888-3373 Fax: 305-888-7443
ALL STATE
Any fill and backfill materials should be placed in lifts which do not exceed twelve (12) inches. The fill and
backfill materials are to be compacted to field dry densities of not less than 95% of their Maximum Dry
Density as determined by the Modified Proctor Compaction Test (ASTM D-1557).
The footing and slab subgrades should be compacted to field dry densities of not less than 95% of their
Maximum Dry Density as determined by the Modified Proctor Compaction Test (ASTM D-1557).
Samples of the on -site and proposed fill material shall be collected and tested to determine the
classification and compaction characteristics. Additionally, Field Density Tests shall be conducted on each
compacted lift and in each footing pad.
Foundation Evaluation and Recommendations
Based on the proposed construction, our evaluation of the site subsurface conditions, the Site Preparation
Procedures given above having been achieved and verified, we confirm that spread footings and single
column pads may be appropriately designed for a safe soil bearing capacity of 2500 Iblft2. A monolithic
slab foundation may also be adopted.
Limitations
Regardless of the thoroughness of our geotechnical exploration there is always a pc;ssibkthatt,aulittons
on the subject project may be different from those at the test locations. With thiS'being said ASETC .'
reserves the right to amend/supplement this report upon discovery of new informatiip hould any Subsoil
conditions different from those reported in our boring logs be encountered during cogstructioq,.Af.S.tate '
Engineering and Testing Consultants, Inc. should be notified immediately. • ' ' '
•
•
. .
.....
The conclusions provided by All State Engineering & Testing Consultants, Inc. are.b4§ed solety.on the
information presented in this report. As a mutual protection to clients, the public aid o'urrelves. all reports
are submitted as the confidential property of clients, and authorization for publication of s{aterrients,
conclusions or extracts from or regarding our reports is reserved pending our written approval. • • •. ; •
We appreciate the opportunity to have been of service to you. Please feel free to contact us if there are
any questions or comments pertaining to this report.
Sincerely,
AA/
varrete `.E # 51371
te`Engineering & --
Testing Consultants; Inc: -
•
ATTACHMENT 1.0 — BORING LOG
•
•
•
•
•
Cr)
a)
12949 W Okeechobee Rd, Hialeah Gardens, FL 33018 / Phone: 305-888-3373 Fax: 305-888-7443
ALL STATE
cncm¢w�
ALL STATE
ENGINEERING
All State Engineering & Testing Consultants, Inc.
TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEMIST-DRILLING-ENIVIRONMENTAL SERVICES
12949 West Okeechobee Rd. Unit C-4. Hialeah Gardens, Ronda 33018 / Phone: 305-888-3373, Fax: 305-888-7443
SPT SOIL BORING REPORT
CLIENT:
Antonela Catano
Page:
1 of 1
CLIENT ADDRESS:
1111 SW 1st Avenue #1925 Miami, FL, 33130
Report #:
1
PROJECT:
SFR Remodel
Boring #:
B-1
PROJECT ADDRESS:
94 NW 94th Street, Miami Shores, FL, 33150
Date:
2/10/17
BORING LOCATION:
North East Corner of House (See the attached Boring Location Map)
Driller:
AG
DEPTH
(FEET)
DESCRIPTION OF MATERIALS
Sample
No.
Hammer blows on
sampler
"N"
Value
1
0`-0" to 0`-2" Topsoil; 0'-2" to 1-8" Brown medium silica sand
0'-2'
4
8
6
10
14
, 2
1'-8" to 15'-0" Tan medium lime sand with coral rocks
•
2'-4'
11
9
10
11
19
3
4
4'-6'
10
8
9
9
17
5
6
6'-8'
10
12
11
11 �••••�
23
7
8
8'-10'
••-• *
• • 14 . s
• •
9 •
• 21
• •
9
10
10'-12'
••8:•4
.•481••
8
7:••
• 14
••
••
19
• 10
11
12
12'-14'
•g•
�.y•ww4
10•
�••
9 •
••••
7 •
13
14
14'-16'
.••8.•
• •
walls
10
•
15
16
End of Boring @ 15'-0"
16'-18'
•• •' •
•• •
••••••
•
•••
I
• 0
••
17
18
18'-20'
•• 0
19
20
20'-22'
0
21
22
22'-24'
0
23
24
24'-26'
0
25
26
26'-28'
0
27
28
28'-30'
0
29
30
WATER TABLE: 8'-0" below surface
Respectfully Submitted:
aA11,60.
rrete PE #51371
neering & Testing Consultants, Inc.
As a mutual protection to clients, the public and ourselves, all reports are subm - • . he confidential property of clients, and authorization for publication
of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval.
2-22-- 1-1
••
• •
• •
• •
••••
•
•
•
•••••
ALL STATE
ENGINEERING
All State Engineering & Testing Consultants, Inc.
TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEMISTS-DRILLING-ENVIRONMENTALSERVICES
12949 West Okeechobee Rd, Hialeah Gardens, Florida 33018 / Phone: 305-888-3373 Fax: 305-888-7443
N
1
Boring Location Map
94 NW 94th Street, Miami Shores, FL, 33150
Legend
® Boring Location
...
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010400
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Property Search Application - Miami -Dade County
c
Page 1 of 3
IMPORTANT
MESSAGE
SEARCH:
ono I GAR
MIAMI-DADE PROPER
When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the
assessed value of the property may reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to
approximate your new property taxes.
The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collectors website directly for additional
information.
Address Owner Name Subdivision Name Folio
94NW94ST
PROPERTY INFORMATION 0
Folio: 11-3101-034-0230
Sub -Division:
MIAMI SHORES SEC 6A
Property Address
94 NW 94 ST
Miami Shores, FL 33150-2238
Owner
SANTIAGO JIMENEZ
ANTONELA CATANO
Mailing Address
94 NW 94 ST
MIAMI SHORES, FL 33150
Primary Zone
0800 SGL FAMILY - 1701-1900 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT
Beds / Baths l Half 3/1/0
Floors
Living Units 1
Actual Area 2,092 Sq.Ft
Living Area 1,850 Sq.Ft
Adjusted Area 1,766 Sq.Ft
Lot Size 9,783.04 Sq.Ft
Year Built 1946
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ASSESSMENT INFORMATION 0 BENEFITS INFORMATION 0
Year 2016 2015 2014
Land Value $215,545 $159,349 $132,406
Building Value $131,475 $132,736 $130,533
Extra Feature Value $2,328 $1,982 $2,008
Market Value $349,348 $294,067 $264,947
Assessed Value $294,886 $268,079 S243 709
Benefit Type
2016 2015 2014
Non -Homestead Cap Assessment Reduction $54,462 $25,988 $21,238
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board,
City. Regional)
FULL LEGAL DESCRIPTION
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Property Search Application - Miami -Dade County Page 2 of 3
TAXABLE VALUE INFORMATION 0
COUNTY
Exemption Value
Taxable Value
SCHOOL BOARD
Exemption Value
Taxable Value
CITY
Exemption Value
Taxable Value
REGIONAL
Exemption Value
Taxable Value
SALES INFORMATION 0
2016
2015 2014
$0
$268,079
$0 $0
$349,348 $294,067
$0 $0
$294,886 $268,079
$0 $0
$294,886 $268,079 $243,709
$0
$294,886
$0
$243,709
$0s
$264,947
$0
$243,709 i
$0
MIAMI SHORES SEC 6A PB 12-54
LOT 14 & W2OFT LOT 13 BLK 168
LOT SIZE 76.430 X 128
OR 13946-954 1288 1
Previous Sale Price OR Book -Page Qualification Description
11/15/2016 $422,500 30340-1350 Qual by exam of deed
12/01/1988 $68,000 13946-0954 Sales which are qualified
09/01/1980 $55,000 10894-0867 Sales which are qualified
For more information about the Department of Revenue's Sales Qualification Codes
2016 } 2015 2014
LAND INFORMATION 0
Land Use
GENERAL
Muni Zone
R-14.25, R-15
BUILDING INFORMATION 0
Building Number
1
. Building Sketches Available!
EXTRA FEATURES 0
Description
Patio - Concrete Slab
Chain -link Fence 4-5 ft high
ADDITIONAL INFORMATION
Sub Area
1
2
PA Zone
0800 - SGL FAMILY - 1701-1900 SO
Year Built
1946
1993
Actual Sq.Ft.
1,477
615
Unit Type
Year Built
1993
1985
Front Ft.
Living Sq.Ft.
1,235
615
Previous Owner 1
LUIS MANGAS &W GRACE
Units
76.43
Adj Sq.Ft.
1,356
410
Units
400
150
• The information listed below is not derived from the Property Appraiser's Office records. It is provided for convenience and is derived from other government agencies.
LAND USE AND RESTRICTIONS
Community Development District: NONE
Empowerment Zone: NONE
Urban Development: INSIDE URBAN DEVELOPMENT
BOUNDARY
Government Agencies and Community Services
( OTHER GOVERNMENTAL JURISDICTIONS
Community Redevelopment Area: NONE
Enterprise Zone: NONE
Zoning Code: R15 -
Calc Value
$215,545
Calc Value
$94,378
$37,097
Calc Value
$1,248
$1,080
Existing Land Use: 10- SINGLE-FAMILY, MED -DENSITY (2-5
DU/GROSS ACRE).
Business Incentives Childrens Trust City of Miami Shores
Florida Department Of Revenue Florida Inland Navigation District PA Bulletin Board
School Board South Florida Water Mgmt District Tax Collector
Environmental Considerations
Non -Ad Valorem Assessments
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Property Search Application - Miami -Dade County Page 3 of 3
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Home Privacy Statement Disclaimer About Us ADA Notice Contact Us
m 2014 Miami -Dade County. All rights reserved.
http://www.miamidade.gov/propertysearch/ 1/9/2017
Mission:
To prated, promote & irrprow the health
Of all people in Florida through integrated
state, county & ooRin tty efforts.
Flostith
HEALTH
Vision: To be the Healthiest State in the Nation
Rick Scott
Governor
Colosto Philip, MD, MPH
State Surgeon General and Secretary
February 15, 2017
OWNER
94 NW 94 Street
Miami, FL 33150
RE: Modification to a Single Family Residence - No Bedroom Addition
Application Document Number: API274470
Centrax Permit Number: 13-SM-1737677
94 NW 94 Street
Miami, FL 33150
Lot: 13-14 Block: 168 Subdivision: Miami Shores Sec 6
Dear Applicant,
This will acknowledge receipt of a floor plan and site plan on 02/06/2017 for the use of the existing
onsite sewage treatment and disposal system located on the above referenced property. Proposed
interior remodeling, new kitchen with a new laundry, and bathrooms renovation.
No objection letter was issued by C. Icaza on 02/15/17.
This office has reviewed and verified the floor plan and site plan you submitted, for the proposed
remodeling addition or modification to your single-family home. Based on the information you provided,
the Health Department concludes that the proposed remodeling addition or modification is not adding a
bedroom and that it does not appear to cover any part of the existing system or encroach on the
required setback or unobstructed area. No existing system inspection or evaluation and assessment,
or modification, replacement, or upgrade authorization is required.
Because an inspection or evaluation of the existing septic system was not conducted, the Department
cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use.
You may request a voluntary inspection and assessment of your system from a licensed septic tank
contractor or plumber, or a person certified under section 381.0101, Florida Statutes.
If you have any questions, please call our office at (305) 623-3500.
Sincere)
Carlo za
Engineer III
Department of Health in Dade County
Florida aMrmr..t M Molt*
in Dade County • • , Florida
PHONE: (305) 623-3500
www.w.rw.r..nro..
T\MTTER: HealthyF LA
FAC EBOOK: FLDepartmentofHealth
YOUTUBE: fldoh
Ismael Naranjo, BO, CFM
Building Director
Miami Shores Village
Building Department
10050 N.E. 2nd Ave
Miami Shores, Florida 33138
RE: Property
94 NW 94th st,
Miami FL 33150
Permit # RC-17-53
Jan 2, 2017
RECF.:1VEb
FEB 2 2017
BY:
This letter is to respectfully request approval to start work before permit issuance; the
permitting process for this job started about 1 month ago and the delay in the permitting
process will be jeopardizing the project in regards to bank loans, owner financials, etc.
We understand that any work completed is entirely at risk of the permit applicant and the
work will not proceed past the first required inspection.
This request is only to start placing tools, sheds, materials, and other construction
equipment on site and to start the exploratory process of existing building conditions by
uncovering concealed structures and the removal and disposal of not reusable and
damaged building components.
Everything will be done as described on the Miami Shores Village code and the Florida
Building code.
Sincerely,
Santiago Jimenez & Antonela Catano
Property homeowners
561-523-3286
Antonelacatano@gmail.com
1
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Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMENT
_ 7 -- O/ O 20 / '4-
NAME: Si� �t�t0 3 I .+taEN �E Z. ' DATE: - �/
ADDRESS: clq rU W R4.. ( i--r+ee4- ► 0c94 s►L) ras 1 - as, S 1
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have
read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner
must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption
allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a
cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or
lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built
for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make
sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on
your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and
with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all
applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an
exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain
restrictions even though I do not have a license.
Initial
2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and
is not hiring a licensed contractor to assume responsibility.
Initial
3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential
financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. 1 also understand that the
contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts.
Initial
4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial
building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially
improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the
construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption.
Initial
5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the constructio
Initial
6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It
is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance.
Initial
7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously
implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to
serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's
insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance
coverage for injuries to workers on my property.
Initial ir
8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the
work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by
me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the
Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow
these may subject to serious financial risk.
Initial_
9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and
requirement that govern owner -builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations.
Initial
10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States
Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry
Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html
Initial
11. I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address:
It( wt./ 9'ik4, .heel MIA Jhor f ft 3367
Initial Orr
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on
this disclosure.
Initial
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the
Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial
loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or
employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder
permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of
the contractor's workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local
permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property
owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued.
Was acknowledged before me this day of 20 1 ¥
By hT�a\90 J : A'1egiP�
who was personally known to me or who has
Produced there License or J S52- -3$0 - "031- 0
.\* '-
W ER
as identifi .tion.
:E F ;I Bonded'Nu Notary Public Underwriters
FORM R402-2014
Florida Building Code, Energy Conservation
Residential Building Thermal Envelope Approach
R-Value Computation Method
Climate Zone 1
Scope: Compliance with Section R402.1.1 of the Florida Building Code, Energy Conservation, shall be demonstrated by the use of Form R402 for
single and multiple -family residences of three stories or less in height, additions to existing residential buildings, renovations, and building
systems in existing buildings, as applicable. To comply, a building must meet or exceed all of the energy efficiency requirements on Table
and all applicable mandatory requirements summarized in Table R402B of this form. If a building does not comply with this method, or by
the UA Alternative method, it may still comply under Section R405 of the Florida Building Code, Energy Conservation.
ReCErvk
4 2017
FEB
PROJECT NAME:
AND ADDRESS:
Catano Addition
BUILDER: Owner Iv..
94 NW 94th Street
PERMITTING OFFICE: Miami Shores Village 4
Miami Shores FL
JURISDICTION NUMBER: 232600
OWNER:
Catano
PERMIT NUMBER:
General Instructions:
1. Fill in all the applicable spaces of the "To Be Installed" column on Table R402A with the information requested. All "To Be Installed" values
must be equal to or more efficient than the required levels.
2. Complete page 1 based on the "To Be Installed" column information.
3. Read the requirements of Table R402B and check each box to indicate your intent to comply with al applicable items.
4. Read, sign and date the "Prepared By' certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form.
Check
1. New construction, addition, or existing building
2. Single-family detached or multiple -family attached
3. If multiple -family, number of units covered by this submission
4. Is this a worst case? (yes/no)
5. Conditioned floor area (sq. ft.)
6. Windows type and area:
a) U-factor:
b) Solar Heat Gain Coefficient (SHGC):
c) Area:
7. Skylights, type and area:
a) U-factor:
b) Solar Heat Gain Coefficient (SHGC):
c) Skylight area:
8. Floor type, area or perimeter, and insulation:(Total exposed area = 44 sqft)
a) Slab -on -grade (R-value)
b) Wood, raised (R-value)
c) Wood, common (R-value)
d) Concrete, raised (R-value)
e) Concrete, common (R-value)
9. Wall type, area and insulation:(Total exposed area = 120 sqft)
a) Exterior: 1. Wood frame (Insulation R-value)
2. Masonry (Insulation R-value)
b) Adjacent: 1. Wood frame (Insulation R-value)
2. Masonry (Insulation R-value)
10. Ceiling type, area and insulation(Total exposed area = 44 sqft)
a) Attic (Insulation R-value)
b) Single assembly (Insulation R-value)
11. Air distribution system:
a) Duct insulation
b) AHU location
c) Total Duct Leakage, Test report attached
12. Cooling system: a) type:
b) efficiency
13. Heating system: a) type:
b) efficiency
14. HVAC sizing calculation: attached
15. Water heating system: a) type
b) efficiency
1. Addition
2. Single-family
3. 1
4. No
5. 44
• •
• • •
6a. Not Applicable • • •
6b. 0 ••••••
•
6c. ••••••
7a.
7b.
7c.
• • • •
• •
Not Applicable • • • •
0 •••••_
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8a. Not Applicable • •
8b. 13 • •'•
8c. Not Applicable 6. •
8d. Not Applicable
8e. Not Applicable
9a1. Not Applicable
9a2. 4.1
•
• •
••••••
•
9b1. Not Applicable
9b2. 4.1
10a. 30
10b. Not Applicable
11a. unconditioned Attic
11 b. Addition
11 c. 0.03(Substantially leak free)
12a. Central Unit
12b. 14
13a. Electric Strip Heat
13b. COP = 1.0
14. Verify attachment
15a. Propane Instantaneous
15b. 0.82
••••••
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I hereby certify that the plans and specifications covered by this
form are in compliance with the Florida Building Code,
Energy Conservation.
PREPARED BY: Bob Fultz
Date 2/13/2017
I hereby certify that this building is in compliance with the
Florida Building Code, Energy Conservation.
OW NER/AGENT: Date
Review of plans and specifications covered by this form indicate
compliance with the Florida Building Code, Energy Conservation
Before construction is complete, this building will be inspected for
compliance in accordance with Section 553.908, F.S.
CODE OFFICIAL: Date
2/13/2017 12:49:41 PM
EnergyGauge®/ USRCSB v5.1 - Section R405.4.1 Compliant Software
Page 1of3
FORM R402-2014
TABLE 402A
BUILDING COMPONENT
PRESCRIPTIVE REQUIREMENTS'
INSTALLED VALUES
•
Climate Zone 1 Climate Zone 2
Fens. U-Factor(Ave) = 0.000 PASS
Windows
Skylights
U-Factor = 0.652
SHGC= 0.25
U-Factor = 0.75
SHGC= 0.30
U-Factor = 0.402
SHGC= 0.25
U-Factor = 0.65
SHGC= 0.30
Not Applicable
Not Applicable
Not Applicable
Not Applicable
Doors: Exterior door
U-Factor = 0.65'
U-Factor = 0.40'
U-Factors(Max) = 0 PASS
Floors: Over unconditioned spaces4
Common
R-13
R-11
R-13
R-11
R-Value(Min) = 13 PASS
Not Applicable
Walls: Ext. and Adj.
Frame
Mass(Insulation on wall interior):
Mass(Insulation on wall exterior):
Common(multifamily):
R-13
R-4
R-3
Fr:R-11, Mass:R-6
R-13
R-6
R-4
Fr:R-11, Mass:R-6
Not Applicable
R-Values = 4.1 PASS
Not Applicable
Not Applicable
Ceilings: Exposed
Common
R-30
R-11
R-38
R-11
R-Value = 30 PASS
Not Applicable
Air infiltration:
Blower door test is required on the building
envelope to verify leakage s 7 ACH50; test
report provided to code official.
Total leakage(ACH50) = 3.000 PASS
Test report attached?
❑Yes III No
Air distribution systems:
Air handling unit
R-Value
Air Leakages:
Duct test
Ducts in conditioned space
Not allowed in attic
Sealed
R-value 2 R-8 (supply in unconditioned attics)
or aR-6 (all other unconditioned duct locations).
Air handler installed: Total leakage 5 4 cfm/100 s.f.
Air handler Not installed:Total leakage 5 3 cfm/100 s.f.
Test not required if all ducts and AHU are in
conditioned space.
Location: Addition • • • • PASS
Sealed . , . • • •. • • • • PASS
R-Value(Supply in uM. attic) = unagnditigned Attic..
•Duct
R-Value(Others in unc.s'Ace) = uncora litroned Attic
••••••
• •
••••
Substantially Leak' F• •e: • . • • • • • . •'
Test report required; 4V • • • • •.
.••• 4
Location: UnconditioN4 . ••••
•••.
• • • • • • • • •
Air conditioning systems:
Central system 5 65,000 Btu/h
PTAC
Other:
Minimum federal standard required by NAECA6
SEER=14.0
EER [from Table C403.2.3(3)]
• •. • • •
•
SEER(Min)=14 ; • • • .•• • • • • PAW
•
• • • .... • 9004
•
••:
Heating systems:
Heating Pump s 65,000 Btu/h
Gas Furnace, non -weatherized
Oil Furnace, non -weatherized
Other:
Minimum federal standard required by NAECA6
HSPF= 8.2
AFUE 78% (AFUE 80% after Nov. 2015)
AFUE 83%
Not Applicable
Not Applicable
Not Applicable
Water heating system (storage type):
Electric:'
Propane/Gas fired:a
Other (describe):
Minimum federal standard required by NAECA6
40 gallons: EF=0.95, 50 gallons: EF=0.95
40 gallons: EF=0.62, 50 gallons: EF=0.60
Propane Instantaneous :EF=0.82
Not Applicable
Not Applicable
EF=0.82 PASS
User entry meets requirements of R-Value Calculation Method.
NR = No requirement
(1) Each component present in the As Proposed home must meet or exceed each of the applicable criteria in order to comply with
this code using this method.
(2) For impact rated fenestration complying with Section R301.2.1.2 of the Florida building Code, Residential or Section 1609.1.2 of the
Florida Building Code, Building the minimum U-factor shall be 0.75 in Climate Zone 1 and 0.65 in Climate Zone 2. An area -weighted
average of U-factor and SHGC shall be accepted to meet the requirements, or up to 15 square feet of glazed fenestration area are
exempted from the U-factor and SHGC requirement based on Section R402.3.1, R402.3.2 and R403.3.3.
(3) One side -hinged opaque door assembly up to 24 square feet is exempted from this U-factor requirement.
(4) R-values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls the "interior of wall"
requirement must be met except if at least 50 percent of the insulation required for the "exterior of wall" is installed exterior of, or integral to, the wall.
(5) Ducts & AHU installed "substantially leak free" per Section R403.2.2. Test required by an energy rater certified in accordance with Section
553.99, Florida Statues, or as authorized by Florida Statutes. The total leakage test is not required for ducts and air handlers located entirely
within the thermal envelope.
(6) Minimum efficiencies are those set by the National Appliance Energy Conservation Act of 1987 for typical residential equipment and are
subject to NAECA rules and regulations. For other types of equipment, see Tables C403.2.3 (1-11) of the Commercial Provisions of the
Florida Building Code, Energy Conservation.
(7) For electric storage volumes 5 55, min. EF = 0.960 — (0.0003 * volume). For electric storage volumes > 55, min. EF = 2.057 — (0.00113 * volume).
(8) For natural gas storage volumes 5 55, min. EF = 0.675 — (0.0015 * volume). For natural gas storage volumes > 55, min. EF = 0.8012 — (0.00078 * volume).
(9) For electric tankless, min. EF = 0.93. For natural gas tankless, min. EF = 0.82
2/13/2017 12:49:41 PM EnergyGauge®/ USRCSB v5.1 - Section R405.4.1 Compliant Software
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Page 2 of 3
FORM R402-2014
TABLE 402E MANDATORY REQUIREMENTS
Component
Section
Summary of Requirement(s)
Check
Air leakage
R402.4
To be caulked, gasketed, weatherstripped or otherwise sealed per Table R402.4.1.1.
Recessed lighting IC -rated as having 5 2.0 cfm tested to ASTM E 283.
Windows and doors: 0.3 cfm/sq.ft. (swinging doors: 0.5 cfm/sf) when tested to NFRC 400 or
AAMA/WDMA/DSA 101/I.S. 2/A440.
Fireplaces: Tight -fitting flue dampers & outdoor combustion air.
Programmable thermostat
R403.1.2
Where forced -air furnace is primary system, programmable thermostat is required.
Air distribution system
R403.2.2
R403.2.4
Ducts shall be tested to Section 803 of the RESNET standards by an energy rater certified in
accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes.
Air handling units are not allowed in attics.
Water heaters
R403.4
Comply with efficiencies in Table C404.2. Hot water pipes insulated to z R-3 to kitchen outlets,
other cases. Circulating systems to have an automatic or accessible manual OFF switch.
Heat trap required for vertical pipe risers.
Cooling/heating equipment
R403.6
Sizing calculation performed & attached. Special occasion cooling or heating capacity
requires seperate system or variable capacity system.
Swimming pools & spas
R403.9
Spas and heated pools must have vapor-retardent 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 is 82%.
Heat pump pool heaters minimum COP is 4.0
Lighting equipment
R404.1
At least 75% of permanently installed lighting fixtures shall be high -efficacy lamps.
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2/13/2017 12:49:41 PM EnergyGauge®/ USRCSB v5.1 - Section R405.4.1 Compliant Software Page 3 of 3
•••
....
•
MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS
Date
2/13/2017
Prepared By
ResCalc of Southwest Florida, Inc.
Zone
Main
Job Name
Catano Residence
Job Address.
94 NW 94th Street
Contractor
Owner
Permitting Office
Miami Shores Village
Jurisdiction
232600
DESIGN CONDITIONS
Reference City: Miami
Latitude: 25
Altitude: 11'
•,
Winter
Indoor Design RH
Summer
Outside db
Inside db
Temp Diff
50 deg F
70 deg F
20 deg F
50%, 67 deg F Wet Bulb
Outside db
Inside db
Temp Diff •
Grains •..'
Daily Range "•:••
90 deg F
75 deg F
15 deg F•••
. • 58 �••.
L : '..•
Sensible/Total Gain Ratio
0.73
....
....
HEATING SUMMARY • •• •
. •
""
...
Design Heating Load Requirements
25737
Btuh '•••••
....
.. .. •S•.
....._••...
' • . '
COOLING SUMMARY •
'
Total Sensible Gain
30641
••••••
Btuh . ••• :"•••
Total Latent Gain
11374
.. .
Btuh ... .
• •
.
•.
Total Sensible & Latent Heat Gain
42016
Btuh ..
Total Heat Gain w/14.5%
48108
Btuh
Winter Calculations
Summer Calculations
T1.13
Windows
Windows
44.57
24.16
Walls
Walls
12.45
11.77
Ceilings
Ceilings
19.84
Doors
Doors
4.76
Ducts
Ducts
12.69
18.18
Floors
Floors
6.41
Infiltration
4.04
•
••
•
•
•
CONSTRUCTION COMPONENTS
Job Name
Catano Residence
Job Address
94 NW 94th Street
Zone Main
Description
Area
Btuh Loss
Btuh Gain
Conditioned Area
1894
25737
42016
Glaze Orientation
Area
Btuh Loss
Btuh Gain
North
72.0
1080
Northeast and Northwest
0.0
0
East and West
107.0
4387
Southeast and Southwest
0.0
0
South
182.0
4004
Shaded
21.0
315
Adjacent Walls
Area
Btuh Loss
Btuh Gain
Frame, 4" Wall, R-11 Insulation
0.0
0
0
Frame, 6" Wall, R-19 Insulation
0.0
0
• • 0•••
8" Concrete Block, R-4.1 Insulation
88.0
431
.
' .. • • 20'24"
. •
Doors (Excluding Glass)
Area
Btuh Loss
fY1!Jh Gain
....' ; -0
Exterior
0.0
0
Adjacent
0.0
0
).:..:
A,..
• •. ••..
Net Exterior Walls
Area
Btuh Loss
:
'BI:uh Gain '
8" Concrete Block, R-4.1 Insulation
1205.5
5786
•
•• • '.S3Z'•
:
Frame, 4" Wall, R-11 Insulation
0.0
0
lie
••• 0
Frame, 6" Wall, R-19 Insulation
0.0
0
d'
Ceilings - Under Attic
Area
Btuh Loss
Btuh Gain
R-30Insulation
1894
3030
4356
R-38 Insulation
0
0
0
Ceilings - Single Assembly
Area
Btuh Loss
Btuh Gain
R-19 Insulation
0
0
0
R-30Insulation
0
0
0
Floors, Slab on Grade (Perimeter)
Length
Btuh Loss
Btuh Gain
No Edge Insulation
82
1993
0
Raised Floors
Area
Btuh Loss
Btuh Gain
Wood, R-19 Insulation, Adjacent
0
0
0
Wood, R-13 Insulation, Post Pier
1279
2686
1407
Concrete, No Insulation
0
0
0
People, Lighting & Appliances
8685
Duct Loss/Gain (Rigid and Flexible)
1226
2786
Infiltration
887
Total Btuh Loss
25737
Total Btuh Gain
30641
•
•
• .
•
.....
. .
•
....
•
��•
•
•
•
•
•
MISCELLANEOUS REPORT
Job Name
Catano Residence
Job Address
94 NW 94th Street
Zone
Main
Calculation Procedure A - Summer Infiltration for Entire Zone
1. Air Changes Per Hour
0.20
AC/HR
2. Conditioned Area Volume
Area
Height
3. Building Tightness
Average
1894
8.5
16099
CU. FT.
4. Total Infiltration
54
CFM
Calculation Procedure B - Summer Infiltration
1. Design Temperature Difference
15
deg F
2. Total Infiltration from Calculation Procedure A
54
CFM
3. Sensible Gain
887
Btuh
Calculation Procedure C - Latent Infiltration Gain for Entire Zone
1. Grain of Moisture Difference
58
Grains
2. Total Infiltration from Calculation Procedure A
54
CF.M..
•
3. Total Latent Infiltration Load
•
••i2i
BtL1?•
Calculation Procedure D - Equipment Sizing Calculation •••_..
••..•
Btu la • 11
1. Latent Load for People, Lighting & Appliances
•�.'d35
2. Latent Infiltration Load from Calculation Procedure C
••• 121
$'tylh•• :"••'
3. Latent Outside Air Ventilation Load
•••C(18
Btu . •••••
4. Latent Equipment Sizing Load
01004,4
•' 1'1374 •Btiuh ••.•.
. ••.. .
. • •
•
- •
Window and Door Factors .• _. ;••••. ••••
Description
Area
Glaze
Wall Type
Btuh Loss
•U-Factor •..
S--IGC :+•••:
Glass Doors
161.0
Tint
Exterior, Frame, R-13
4637
0.65
.
•6.25
Operable Windows
164.0
Tint
Exterior, Frame, R-13
4608
0.65
0.25
Fixed Glass
57.0
Tint
Exterior, Frame, R-13
1340
0.65
0.25
0
0.0
0.00
0
0
0.00
0.00
0
0.0
0.00
0
0
0.00
0.00
0
0.0
0.00
0
0
0.00
0.00
0
0.0
0.00
0
0
0.00
0.00
0
0.0
0.00
0
0
0.00
0.00
0
0.0
0.00
0
0
0.00
0.00
0
0.0
0.00
0
0
0.00
0.00
0
0.0
0.00
0
0
0.00
0.00
0
0.0
0.00
0
0
0.00
0.00
0
0.0
0.00
0
0
0.00
0.00
0
0.0
0.00
0
0
0.00
0.00
0
0.0
0.00
0
0
0.00
0.00
0
0.0
0.00
0
0
0.00
0.00
Description
Area
U-Value
Wall Type
Btuh Loss
Door Type
0
0.0
0.00
0
0
0
0
0.0
0.00
0
0
0
0
0.0
0.00
0
0
0
0
0.0
0.00
0
0
0
Certificate of Completion
Miami Shores Village
10050 N.E. 2nd Ave, Miami Shores, Florida 33138
Tel: 305-795-2204 Fax: 305-756-8972
Building Inspection Department
Description: REPLACEMENT OF NEW IMPACTED WINDOWS, INSTALLATION OF TILE IN PART OF THE HOUSE, THE REST IS WOOD
RESTORATION, INTERIOR WALL DEMO AND BATHROOM REMODEL KITCHEN REMODEL
Permit Type Building (Residential)
Owner SANTIAGO JIMENEZ ANTONELA CATANO
Subdivision/Project
Bldg. Permit No.
Contractor
Date Issued
Construction Type V-B Occupancy R-3
Type
2,000.00 Flood Zone X
Square Footage
Location
94 NW 94 ST
Miami Shores, FL
/ SNORES
RC-1-17-53
HOME OWNER
12/04/2018
If the building is located in a special flood hazard area documentation of the as -built lowest floor
elevation or lowest horizontal structural member has been provided and is retained in the records of
Miami Shores Village.
This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the
time of issuance this structure was in compliance with the varigus ordinances of the jurisdiction
regulating building construction or use.
Building Officials Approval Ismael Naranjo, CBO
Not Transferable
POST IN A CONSPICUOUS PLACE
INSPECTION RECORD
POST ON SITE
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Phone: (305)795-2204 Fax: (305)756-8972
Issue Date: 3/21/2017
Permit NO. RC-1-17-53
Permit Type: Residential Construction
Work Classification. Addition/Alteration
INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.com/cap
REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY.
Requests must be received by 3 pm for following day inspections.
Expires: 09/17/2017
Residential Construction
Parcel #:1131010340230
Owner's Name: SANTIAGO JIMENEZ ANTONELA CATANO
Job Address:
Bond Number:
94 NW 94 Street
Miami Sho[•e�s F
Contractor(s)
HOME OWNER
Phone
Primary Contractor
lies
Owner's Phone:
Total Square Feet:
Total Job Valuation:
2000
$ 30,000.00
WORK IS ALLOWED:
MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM.
SATURDAY 8:OOAM - 6:OOPM.
NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS.
BUILDING AND ROOFING INSPECTIONS ARE DONE
MONDAY THROUGH FRIDAY.
NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS
THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER
THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL
REQUIRED TO ALLOW INSPECTION.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY 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 YOUR NOTICE OF
COMMENCEMENT.
INI PFCTION RECORD
STRUCTURAL
INSPECTION
DATE
Foundation
51/0Y
iSP
Stemwall
Slab
Columns (1st Lift)
Columns (2nd Lift)
Tie Beam
Truss/Rafters
Roof Sheathing
Bucks
Windows/Doors
Interior Framing
/
1T1
Insulation
Ceiling Grid
I
CL\T1
Drywall
Firewall
�.)
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
111
ADA compliance
FINAL
DOCUMENTS
11111111131111(
Soil Bearing Cert
WI TrPatment rert
Floor Elevation Survey
Reinf Unit Mas Cert
Insulation Certificate
Spot Survey
Final Survey
Truss Certification
1
STRUCTURAL COMMENTS
ZONING
INSPECTION
DATE INSP
Zoning Final
ZONING COMMENTS
ELECTRICAL
INSPECTION
DATE
INSP
Temporary Pole
30 Day Temporary
Pool Bonding
Pool Deck Bonding
Pool Wet Niche
Underground
Footer Ground
Slab
Wall Rough
Ceiling Ugh
Rougf a4o�-,;/,17
/i/�
Telephone Rough
Telephone Final
TV Rough
TV Final
Cable Rough
Cable Final
Intercom Rough
Intercom Final
Alarm Rough
Alarm Final
Fire Alarm Rough
Fire Alarm Final
/�°
' / �F'')
r//i/.'/a%�FM
COMMEN S
Ser_ri'e 1Atnrl With
FINAL
ELECTRICAL
FIRE
INSPECTION DATE INSP
Final Sprinkler
Final Alarm
FINAL
Septic Tank
Sewer Hook-up
Rnnf nrains
Gas
LP Tank
Weil
Lawn Sprinklers
Main Drain
Pool Piping
Backflow Preventor
Interceptor
Catch Basins
Condensate Drains
HRS Final
FINAL AL_
PLUMBING COMMENTS
hew PL-� �.-.s 1r'':�
1J�Gentilation Rough
Hood Rough
Pressure Test
Final Hood
Final Ventilation
Final Pool Heater
Final Vacuum
FINAL
MECHANICAL COMMENTS
LUAU SURVEY
3:1'
PERM'
Miaiiir Shrx� Vii.f�ge
APPROVE?.
:ZONING DEPT
BY;...
NW 94 th STREET
total t fWay=7
..................LI ...
BLDG DE I T:
OBJECT i'O CCMPUI NCE:' .. 'PH ALL FE )ERAL
S TE ANu 11(� E`f r{L, S AND REGULATIONS
�_..-...
0
II
a
0
E:
0-4
30.00'
FIP
a
a
0
/2"
G• 3k
d
e
F1P 1 2'r
4
9' Pavement
23.5' Parkway
51.36'(M)
FIP 1/2"
5' Sidewalk
FIP 1/2"
11.37'
0
11.50'
17.90'
One Story
# 94
32.73'
14.95
00
1.01
DO
22'
u ii
22.22'
Certify to:
Santiago Jimenez
Antonela Catano
Community number: 120652
City of Miami Shores
Panel: 12086 C 0302
Suffix: L
FIRM. M. Date: 09-11-2009
Date Revised: 09-11-2009
Date of field work: 11-06-2018
Completion date: 11-07-2018
Flood zone: X
Base flood elevation: N/A
Diagram: lA
Finished floor elevation: 11.55'
Lowest adjacent grade: 9.51'
Highest adjacent grade:9.85'
Crown of road: 10.13'
Garage: 9.56'
A/C Pad: 11.25'
Latitude: 25°51'46.97" N
Longitude: 80°12'10.15" W
Legal Description:
Lot 14 & West 20 Feet Lot 13, Block 168, MIAMI
SHORES SECTION 6A, according to the Plat thereof,
as recorded in Plat Book 12, Page 54 of the Public
Records of Miami -Dade County, Florida.
Property Address: 94 NW 94th Street
Miami Shores FL 33150
Folio No.: 11-3101-034-0230
GRAPHIC SCALE
20 0 10 20
40
FIP 1/2"
5Alley
76.47' (M)
9' Asphalt
( IN FEET )
1 inch = 20 ft
Survey number:
1 HEREBY CERTIFY THAT S
STANDARDS AS SET FORTkBrITH
SURVEYORS AND MAPP
PURSU 1. SECTION 47
, 1 . 1,
:ll
t
LBCATEN SKETCH NOT TO SCALE
LEGEND
FN&D Found Nail and Disk
Concrete
Asphalt
oProperty Comer
(R) Recorded
(M) Field Measured
Centerline
Found Iron Pipe
FIP 1/2" /211 diameter
Covered Area
rn, Utility Pole
Fire Hydrant
® Catch Basin
® Water Meter
Wood Fence
Chain Link Fence
Overhang Electric
—a— Metal Fence
Elevation NGVD29
><
DARY SUR THE MIh111
FLORIDA BOARD OF PROFE
TER 5J-17 FLORIDA_ ADMINIS
DASIMS.-OF
FLORIDA_ /14,-
SURVEYOR AND MAPPER
STATE OF FLORIDA.
—x—
NICAL
D
•
.
.
.....
•
1 •...
. .
1 ... .
..,...
.
..
w ....
•
.1••••
• •
SURVEY NOTES
1 Bearings and coordinates refer to
recorded Plat or NAD83.
2 Legal Description provided by
others.
3 The lands shown hereon, were not
abstracted for easement or other
encumbrances not shown on plat.
4 Underground portions of footings,
foundations or other improvements
were not located.
5 Elevations are based on National
Geodetic Vertical Datum 1929.
6 Fence ownership not determined
7 Wall ties are to the face of the wall.
8 Not valid unless sealed with an
embossed surveyor's seal.
9 No identification found on
property corners unless noted.
10 Only visible encroachments
located.
11 The survey depicted here is not
covered by professional liability
insurance, liability limited to the
cost of the survey.
12 This survey is intended for the use
by those to whom it is certified
and for one building permit or real
estate closing only.
13The attached survey materials are the
original work product of the surveyor
and are subject to the copyright laws
of the USA. Infringement occurs if
this same survey is re -used in a later
closing or building permit. Infringement
occurs if a government body sell or
distribute it in any form.
MIAMI ENGINEERING GROUP
CONSULTING ENGINEERS,
LAND SURVEYORS, SOILS
AND MATERIAL TESTING
4251 SW 99th COURT
MIAMI FL 33165
PHONE: 786-252-1440
gtgavarrete@aol.com