DGT-20-239Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
490 NE 91 ST, Miami Shores, FL 33138
Permit Nq: ice'- 2, 40-Z'39
tl�z)
permit type: Decks/6=ebosj rMHs s Work aosofica iow Deck - Wood
Permitstatus: Approved
issue Date: 03/OU2020 1 Expiration:08/03/2020
Parcel Number
1132060190010
a.vnw�u -
SALVATORE CAVALLARO Owner SALVATORE CAVALLARO Applicant
21 E SUNRISE AVE, CORAL GABLES, FL 33133 21 E SUNRISE AVE, CORAL GABLES, FL 33133
Other:3055821985 Other:3055821985
HCD DEVELOPERS LLC Contractor
TOMAS RAFAEL GONZALEZ
5273 SW 157 LN, MIRAMAR, FL 33027
Business: 3055929898 igonzalez@urbandomus.net
Description: NEW WOOD DECK ON PATIO Valuation: $ 3,000.00
TotalSq Feet: 500.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$1.80
DBPR Fee
$2.00
DCA Fee
$2.00
Deck Fee
$200.00
Education Surcharge
$0.60
Planning and Zoning Review Fee
$35.00
Scanning Fee
$9•00
Structural Review ($45)
$45.00
Technology Fee
$5.00
Total:
$350.40
Ins ection Requests:
305-762-4949
Payments
Date Paid Amt Paid
Total Fees
$350.40
Credit Card
03/02/2020 $350.40
Amount Due:
$0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS 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. Futhermore, 1 authorize the above named contractor to do the work stated.
Authorized Signature: Owner / Applicant / Contractor i AgentDate
Page 2 of 2
March 02.2020
BUILDING
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
ENTERED
FEB 0 3 2020
BY: -=�
F,� BB,C /2"01't
Master Permit No. ; ( . (Q��( /
38
PERMIT APPLICATION Sub Permit No.7Elii - 02-20-23q
E�?BUILDING ELECTRIC ROOFING REVISION EXTENSION RENEWAL
PLUMBING 7 MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP
CONTRACTOR
10B ADDRESS:
DRAWINGS
City: Miami Shores County: Miami Dade . Zip:
Folio/Parcel#: R' 11120LO-DICI - MI O Is the Building Historically Designated: Yes NO
Occupancy T pe: Load: Construction Type: flood Zone: BFE: FFE:
4qo kvJT�u_c. Freda Sageu► Saivote)rye c6vallero
OWNER: Name (Fee Simple Titleholder): ( Phone#: 30R- 58Z -lgiS
Address:
City: �/� �( nti ei t Z_'S State: r L Zip:
Tenant/Lessee Name: Phone#:
Email: /� / /J ��/( �/ %� (�
CONTRACTOR: Company Name: 4� ��z0P� ilte Phone#: 9_ ' �! qj'3
Address: /1iO
City: rl cyyA
Qualifier Name:
`Tees b) a
�Z
State Certification or Registration #: C —Certificate of Competency #:
Zip: 'q?�y-4
/SY36 4K
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 15 Square/Linear Footage of Work:u�f
Type of Work: P1 Addition ❑ Alteration ❑ New ElRepair/Replace ❑ Demolition
d
Description of Work: gC() U";Oob
Specify color of color thru tile:
Submittal Fee $
Scanning Fee $
Permit Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $ _
CCF $ CO/CC $
DBPR $
Notary
Double Fee $
Bond $
TOTAL FEE NOW DUE $ .40
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable) _
Mortgage Lender's Address
City
State
Zip
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 e c #ding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law bra re will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded " e of comment ent must be posted at the job site
for the first inspection which occurs seven (7) days after the building permi is is ed. l th absence of such posted notice, the
inspection wili not be approved and o reinspection fee will be charged.
ll't--
Signa Signature
OWNER or AGENT
The foregoing instrument was acknowledged before -me this The foregoing ins
a) tVQM_ r uyUIIUAJ who is personally known to
me or who has produced "a(✓?4 / c-CGZk'n. ' as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:_
Print:
Seal: 4ANTIAGOGALV!S
Notary Public - State of Florida
Commission =GG184'63
My Comm. Expires Feb 8.2022
ilfp 1A
me or who has produced
was acknowledged -before -me this
who is personally known to
as
identification and who did take an oath.
NOT
Sign
Prini
Spal
APPROVED BY ffPlans Examiner *4J, �v Zoning
"`-'
A4-
2 Structural Review Clerk
(Revised02/24/2014)
2019 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT
DOCUMENT# L18000030692
Entity Name: 490 INVESTMENTS LLC
Current Principal Place of Business:
95 MERRICK WAY
520
CORAL GABLES, FL 33134
Current Mailing Address:
95 MERRICK WAY
520
CORAL GABLES, FL 33134
FEI Number: 82-4309799
Name and Address of Current Registered Agent:
CAVALLARO,SALVATORE
95 MERRICK WAY
520
CORAL GABLES, FL 33134 US
FILED
Mar 30, 2019
Secretary of State
817818782OCC
Certificate of Status Desired: No
The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida.
SIGNATURE:
Electronic Signature of Registered Agent Date
Authorized Person(s) Detail:
Title MGR
Name CAVALLARO,SALVATORE
Address 95 MERRICK WAY SUITE 520
City -State -Zip: CORAL GABLES FL 33134
I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under
oath; that 1 am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605, Florida Statutes; and
that my name appears above, or on an attachment with all other like empowered.
SIGNATURE: SALVATORE CAVALLARO MANAGER 03/30/2019
Electronic Signature of Signing Authorized Person(s) Detail Date
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax; (305) 756.8972
RECEIPT
PERMIT #.
. (iLJ— 3 �'l DATE:
2
(Name)
o Contractor
o Owner
Architect
Picked up 2 sets of plans and (other} _�I
Address:
From the building department on this date in order to have corrections done to plans
And/or get County stamps. 1 understand that the plans need to be brought back to Miami
Shores Village Building Department to continue permitting process.
Signature:
(SIGNATURE)
PERMIT CLERK INITIAL: —6(nl-/
RESUBMITTED
DATE:
PERMIT CLERK INITIAL:
low":
To protect, promote & improve the health
of all people in Florida through integrated
state, county & community efforts.
Freddy Savelli
9030 NE 5 Avenue
Miami, FL 33138
5i ! LAd
HEALTH
Vldon : To be the Healthiest State in the Nation
RE: Contingency Letter
Application Document No: AP1458768
Centrax Permit Number: 13-SC-2025280
OSTDS Number:
490 NE 91 St
Miami, FL 33138
Lot:1 2 Block:1
January 22, 2020
Subdivision:
Ron DeSantis
Governor
Scott A. Rlvkees, MD
State Surgeon General
Dear Applicant:
This will acknowledge receipt of an application dated 12/20/2019 for a permit to use an existing
onsite sewage treatment and disposal system located on the above referenced property.
NO OBJECTION FOR NEW DECK ADDITION .NO IMPACT OVER THE EXISTING SYSTEM
RECENTLY INSPECTED AND APPROVED AP1400134-N
From a review of your completed application, it has been determined that your existing system
appears to meet the minimum standards of F.A.C. 64E-6 for the proposed use. It is approved for
use with the plans submitted to this office. If this system should fail, causing an unsanitary
condition to exist, steps must be taken to bring the system into compliance immediately.
Department approval of the system does not guarantee satisfactory performance for any specific
period of time. Any change in material facts which served as a basis for issuance of this approval
requires the applicant to modify the permit application. Such modification may result in this
approval being made null and void. Issuance of this approval does not exempt the applicant from
compliance with other Federal, State, or Local Permitting required for development of this
property.
If you have any questions on this matter, please call our office at (305) 623-3500.
Sincerely,
Gerard Philizaire, Environmental Manager
Florida Department of Health www.Florid*Health.gov
in DADE COUNTY TWITTER:HealthyFLA
1725 NW 167 St, Opa Locke, FL 33056 FACEBOOK:FLDepartmentofHealth
PHONE: (305) 623-3500 FAX: (305) 623-3645 1 YOUTUBE: fldoh
t
490 MIAMI SHORES
RESIDENCE,
-490 NE 91 STREET, MIAMI SHORES, FLORIDA, 33138.-
. . Goes
. ..
STRUCTURAL CAL CULA T/0).VS-..-
(Revision #5) " ' 0•0
No.50465 '
�S
.o.,(' w.
L
Fausto E. Guerrero
PE 50465
19552 SW 133 AVE, M/AM/, FL., 33177
Ph: 786.443.1685
FAUSTO E. GUERRERO P.E.
CONSULTING ENGINEER
1
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FAUSTO E. GUERRERO P.E. Project Title: 490 MIAMI SHORES
CONSULTING ENGINEER Engineer: 2
Project ID:
Project Descr:
Printed: 2 DEC 2019, 8:55AM
WOOL) Beam Fife = C:111sersl mN)eskfaplCQMPANIAPRBBA7-1lCBSAV-TTALCUL-11490 WAMI SHQRES.ec6 .
SotMrsreco 'ght ENERCALC, INC. 19M-t16, Suild:1[0.18.12.13 .
KW-06011644
Description: MAIN WOOD BEAM AT DECK
CODE REFERENCES
Calculations per NDS 2012, 18C 2012, CBC 2013, ASCE 7-10
Load Combination Set. ASCE 7-10
Material Properties
Analysis Method: Allowable Stress Design
Fb+
800 psi
E � Modulus ofElasti0j
Load Combination ASCE 7-10
Fb -
800 psi
Ebend- xx "fi400 ksi
Fc - Pril
1300 psi
Emirberid - xx • * *510 ksi
'
Wood Species : Southern Pine
Fc - Perp
565 psi
. • 0 • • ' •
Wood Grade : No.2: 2" - 4" Thick: 10" Wide
Fv
175 psi
o o * * * o • • "
Ft
475 psi
DWri✓ 0 • 34, 33pcf :....:
Beam Bracing : Beam is Fully Braced against lateral -torsional buckling
RePetjii %Member 90ess'Ijicrease• '
........ .... ... ....
.. .. ......
2x1D •..•
Span = 7.50 ft
i
Applied Loads
Service loads entered. Load Factors wi:l be applied for calculations.
Seam self weight calculated and added to loads
Uniform Load : 0 = 0,030, L = 0.180 , Tributary Width =1.0 ft, (M
DESIGN SUMMARY.,_
;Maximum Bending Stress Ratio =
0.915 1 Maximum Shear Stress Ratio =
0,393 : 1
Section used for this span
2x10
Section used for this span
2x10
fib : Actual
841.39psi
fv : Actual =
68.80 psi
FB : Allowable =
920.00psi
Fv: Allowable
-175.00 psi
Load Combination
+D+L+H
Load Combination
-t-D+L+H
Location of maximum on span =
3.750ft
Location of maximum on span =
6.734 ft
Span #where maximum occurs =
Span # 1
Span # where maximum occurs =
Span # 1
Maximum Deflection
Max Downward Transient Deflection
0.093 in Ratio =
967>=360
Max Upward Translent Deflection
0.000 in Ratio =
0 <360
Max Downward Total Deflecf on
0.110 in Ratio =
816 >=360
Max Upward Total Deflection
0.000 in Ratio =
0 <360
Overall Maximum Deflections
Load Combination
Span Max. '-" Defl Location in Span Load Combination Max. "+" Dell Location in Span
0.1103 3.177 — 0,0000 0.000
Vertical Reactions
Support notation: Far left is #1 Values in KIPS
Load Combination
.Overall
Support 1 Support 2
MAXimum
_
Overall M:Nimum
0.675 0.675
+D+H
0.125 0.126
+D+L*H
0.800 0.800
+D+Lr+H
0.126 0.125
+D*S+H
0.125 0.125
+D+0.750Lr+0.750L+H
0.631 0.631
+D40.75X-0 7505+H
H31 0.531
FAUSTO E. GUERRERO P.E. Project Title: 490 MIAMI SHORES
CONSULTING ENGINEER Engineer: 3
Project ID:
Project Descr:
_ Printed: 2 DEC 2019, 8:55AM
WOOd Q@am Fif3=C:lUserstme08slctop%COMPA"PRBBAr-14CB.SAV--1tCALCUL-11490WVAMI—SHORES 'aA ..
Suftwam copyright ENERCALC. INC. I9M-2018: Bc:Id:10,18.12.13 .
Description: MAIN WOOD BEAMAT DECK
Vertical Reactions
Support notation Far left is #1
Load Combination
Support 1
Support 2
+D+0.70E+H
0.125
0.125
+D+0.750Lr+0.750L+0 450W*H
0.631
0 631
+D+O 750L+0.750S+0.450W+H
0.631
0.631
+0+0.750L+0.750S+0.5250E+H
0.631
0.631
+0.600+0.60W+0.60H
0.075
0.075
+0.60D+0.70E+0.60H
0.075
0.075
D Only
0.125
0.125
Lr Only
L Only
0.675
0.675
S Only
W Only
E Only
H Only
Values in KIPS
••••
••••••
•
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••••••
••••••
••••••
.•••
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Y•••••
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••••••
•
•
•
•
FAUSTO E. GUERRERO P.E. Project Title: 490 MIAMI SHORES
CONSULTING ENGINEER Engineer: 4
Project ID:
Project Descr:
_
Printed. 2 DEC 2019, 1:17PM
Wood Beam
Fib = C:1UssrsV%ODesktoptCOMPANIAPRBBA7-1lCB-SAU-11CALCUL»11490 WAMI SHORES.ec6 .
Software copyright ENERCALC, INC. IM-2018, BuiId:10:18.12.13 .
0.i
Rodolto Reyes Engineering Inc i
Description OJTSIDE WCCD BEAM AT DECK
CODE REFERENCES _
Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10
..
Load Combination Set., ASCE 7-10
Material Properties
Analysis Method: Allowable Stress Design
Fb +
925 psi
E: Modulus ofElasticify
Load Combination ASCE 7-10
Fb -
925 psi
Ebend- xx • 1400 ksi
Fc - Prll
1350 psi
9
Eininbend - xx • • •'510 ksi V
Wood Species :Southern Pine
Fc - Perp
565 psi
'..' : •• '.
Wood Grade No. 2: 2"-4" Thick: 8"Wide
Fv
175psi
000000 : '.•� ••••••
Beam Bracing : Beam is Fully Braced against lateral -torsional
Ft
buckling
550 psi
D%Vg 0 0 :4.33pcf 0 .;
Repg&j Member Sims Increase, •
_.......
...... _
D(0.01) L(0.05)
--—_. - —
.
_$ - --_ . —�_--�-�—Z • • • •
• •
go
r • ' ••
•••Y••
2x8
•• • •
" ' •
•
Span = 7.50 It
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Uniform Load: 0 = 0.010, L = 0.060, Tributary
Width =1.0 ft, (W)
DESIGN SUMMARY
"Maximum Bending Stress Ratio -
0.43a 1
Section used for this span
2x8
fb : Actual =
466,11 psi
FB : Allowable =
1,063.75psi
Load Combination
+D+L+H
Location of maximum on span -
3.750ft
Span # where maximum occurs =
Span # 1
Maximum Deflection
Maximum Shear Stress Ratio
Section used for this span
fv : Actual
Fv : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Max Downward Transient Deflection
0.064 in
Ratio =
1396 >=360
Max Upward Transient Deflection
0.000 in
Ratio =
0 <360
Max Downward Total Deflection
0.078 in
Ratio =
1164 >=360
Max Upward Total Deflection
0.000 in
Ratio =
0 <360
Overall Nlaxirn.................... _.....__. --�
um Deflections
0,180 : 1
2x8
31.52 psi
176,00 psi
.+D+L+H
6.898 ft
Span # 1
Lcad Combination
Span Max. "'Defl Location in Span Load Combination � _ Max. "+" Defl Location in Span
+D+L+H
1 _ 0.0779 3.777 0.0000 — - 0.000
Vertical Reactions
Support notation: Far left is #1 Values in KIPS
Load Combination
_
Supporl1 Support 2
Overall MAXimum
0
Overall MINimum
0.225 0.225
+D..H
0.047 0 047
+D+L+H
0.272 0 272
+D+Lr+H
0.047 0.047
+D+S+H
0.047 0.047
+D+0.75OLr+0.750L+H
0.216 0.216
+D+0750L+0 750S+H
0.216 0.216
FA.lJSTO E. GUERRERO P.E. Project Title: 490 MIAMI SHORES
CONSULTING ENGINEER Engineer: 5
Project ID:
Project Descr:
Printed: 2 DEC 2019, 1:17PM
Wood Beam
Ffta=C:iUsersluser4Desldop4COMPA"PRBBA7-1i3OMAU-1X0ALC-1t490MIAMISHORE5.ea6.
SoftwerocopydCt ENERCALC, INC.1983.2018, Bull W.18.12.13 .
i rLicensee•o
Description: OUTSIDE WOOD BEAM AT DECK
Vertical Reactions
Support notation . Far lefl is #1 Values in KIPS
Load Combination
Support 1
Support 2
+D+0.70E+H
0.047
0.047
+D+0.750Lr+0.750L+0.45DW+H
0.216
C.216
+D+0.750L+0.750S+0.450W+H
0.216
0.216
+D+0.750L+0.750S+0.5250E+H
0.216
0.216
• • • •
+0.60D+0.6OW+0.60H
0.028
0.028
•
• .... ... • •.
+0.60D+0.70E+0.60H
0 028
0.028
' ' •
D Only
0.047
0.047
••.•.. .. •...•.
Lrpnly
•
L Only
0.225
0.225
• • • • •
S Only
.... ....
•
W Only
• • •
•••• •••• •••••
E Only
..... • • . ..: • .'
HOnly
..'..' '••'.: .••..•
•
• . .• . .•....
FAUSTO E. GUERRERO P.E.
CONSULTING ENGINEER
6
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