REV-16-1247BUILDING
PERMIT APPLICATION
►ij
UILDING ❑ ELECTRIC
❑PLUMBING ❑ MECHANICAL
JOB ADDRESS:
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
❑ ROOFING
Master Permit No.
Sub Permit No.
RECEIVED
MAY 0 9 016
DY•
get
FBC 20141
/zc/5 3o 7Lo
16- 4247 --
REVISION
247
REVISION ❑ EXTENSION
PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION
CONTRACTOR
City: Miami Shores
Folio/Parcel#:
1 Oa ��f--
County:
Miami Dade Zip:
❑ RENEWAL
❑ SHOP
DRAWINGS
Occupancy Type: Load:
Is the Building Historically Designated: Yes NO
Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): C)'!v,—) 1J
Address:
City:
Phone#: 3d
t) c 100
(et (tit ( �( eS State:
Tenant/Lessee Name: Phone#:
Zip:
Email:
CONTRACTOR: Company Name: Cl) 7 C Y' ()n e -LA Phone#: 768'6 - fl �C
Address:
77604D- Sw 14 c fi
City: VI/(.k State: F-
Qualifier Name: t0C2 ( JA-
Zip: g (�
Phone#: Oz 21 rO a- 36
State Certification or Registration #: C (zi 261 g' Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 5C. 0 Square/Linear Footage of Work: d ' 1
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Repllacee ❑ Demolition
Description of Work: S.)-7�
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ c • OD
Scanning Fee $ ! • 0:3 Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $ r
(Revised02/24/2014)
CCF $ CO/CC $
DBPR $
Notary $
Double Fee $
Bond $
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 ofthe-recorcted-notice otcommence ►trmustlib-puste t the jdb sit ---
for the first inspection which occurs seven (7) days after the building permit is issued. In theesence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
CI day of (4 't , 20 � �, . by
G._I_Ev
N .1Dic (�1. ho is personally known to
me or who has produced t L 1)2.4. \0152. Li O
identification and who did take an oath.
NOTARY PUBLIC:
Sign.
Pri
Seal:
imirk
pgPRY PU
Notary atinh atat'8 at i'IB i a
Sindla A..''r3fe2
My Comrni§§15fl PP 156750
OFI. Expires 09/05/2018
****************************
APPROVED BY
(Revised02/24/2014)
lV
Plans Examiner
**
Signature
Thee -foregoing instr
�"(l� day of , 20 lb , by
O QI FerNA¥\L} -t - , who is personally known to
me or who has produced 1 L . Ov t Uev r U L. as
identification and who did take an oath.
NOTARY PUBLIC:
CONTRACTOR
ent was acknowledged before me this
Sign:
Print:
Seal:
t BARBARA A. ESTEP
'
MY COMMISSION M FF 073975
•- EXPIRES: March 29, 2018
%!R r Bonded Thu Notary Public Underwriters
Zoning
Structural Review Clerk
•
CESAR M. CANO A.I.A.
a, r c h i t e c t
4906 Campo Sano Ct.
Coral Gables, FL 33146
Phone (305) 740 7929
Fax (305) 740 7929
STRUCTURAL CALCULATIONS
DAIDONE RESIDENCE
339 NE 100 ST, MIAMI SHORES, FL 33138
2 -el) cx4
MAY 092018
Cesar M. Cano A.I.A.
State of Florida
Registration # 4929
Page 1 of 1
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CESAR M. CANO A.I.A. A
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Title Block Line 1
You can change this area
using the "Settings' menu item
and then using the "Printing &
Title Block" selection.
Title Block Line 6
Steel Beam
Title :
Dsgnr:
Project Desc.:
Project Notes :
Description : Steel Beam
Material Properties
j,.
Analysis
Analysis Method : Allowable Stress Design
Beam Bracing : Completely Unbraced
Bending Axis : Major Axis Bending
Load Combination 2006 IBC & ASCE 7-05
Job #
Printed. 8 MAY 2816, 11-12AM
Fde: h:th ceAinjoistlwood beafn.eC6
_'ENERCALC, INC 1983.2011, BuId:6.11,6.23,:Verr6:f1:6:231-
D(0.156) L(0.104)
Fy : Steel Yield :
E: Modulus :
46.0 ksi
29,000.0 ksi
t
/ \
Applied Loads
Beam self weight calculated and added to loads
Uniform Load : D = 0.1560, L = 0.1040 klft, Tributary Width = 1.0 ft
'DESIGN SUMMARY
Maximum Bending Stress Ratio = 0.471
Section used for this span HSS4X2X5/16
Mu : Applied 3.707 k -ft
Mn / Omega : Allowable 7.873 k -ft
Load Combination +D+L+H
Location of maximum on span 5.235ft
Span # where maximum occurs Span # 1
Maximum Deflection
Max Downward L+Lr+S Deflection
Max Upward L+Lr+S Deflection
Max Downward Total Deflection
Max Upward Total Deflection
Span = 10.470 ft
HSS4X2X5/16
Service loads entered. Load Factors will be applied for calculations.
0.191 in
0.000 in
0.496 in
0.000 in
--Maximum 'Forces & Stresses for -Load Combinations
Maximum Shear Stress Ratio =
Section used for this span
Vu : Applied
Vn/Omega : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Ratio =
Ratio =
Ratio =
Ratio =
659
0 <360
253
0 <240
Design OK
0.047 : 1
HSS4X2X5/16
44446 k
• SQ.Q•
j$ •k
••
••• + :• • 0. •
ft
•••••• Sp'dr'f#1•
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• glmmary of Stle§; dues
Load Combination Max Stress Ratios
Segment Length Span #
Summary of Moment Values
M V Mmax + Mmax - Ma - Max
Mnx Mnx/Omega
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Cb Rm• VeMax Vnx Vnx/Omega
+D
Dsgn. L = 10.47 ft
+D+L+H
Dsgn. L = 10.47 ft
+D+0.750Lr+0.750L+H
Dsgn. L = 10.47 ft
+D+0.750L+0.750S+H
Dsgn. L = 10.47 ft
+0+0.750Lr+0.750L+0.750W41
Dsgn. L = 10.47 ft
+D+0.750L+0.750S+0.750W+H
Dsgn. L = 10.47 ft
+D+0.750Lr+0.750L+0.5250E+H
Dsgn. L = 10.47 ft
+D+0.750L+0.750S+0.5250E+H
0.290 0.029 2.28 2.28 13.15 7.87 1.14
0.471 0.047 3.71 3.71 13.15 7.87 1.14
0.426 0.043 3.35 3.35 13.15 7.87 1.14
0.426 0.043 3.35 3.35 13.15 7.87 1.14
0.426 0.043 3.35 3.35 13.15 7.87 1.14
0.426 0.043 3.35 3.35 13.15 7.87 1.14
0.426 0.043 3.35 3.35 13.15 7.87 1.14
3.35 3.35 13.15 7.87 1.14
Dsgn. L = 10.47 ft 1 0.426 0.043
- Overall Maximum Deflections - Unfactored Loads
Load Combination Span Max - Defl
• ••••
•• •
1.00 0.87 53
• • *30.08
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.42
1.28
1.28
1.28
1.28
1.28
1.28
50.23
50.23
50.23
50.23
50.23
50.23
50.23
30.08
30.08
30.08
30.08
30.08
30.08
30.08
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Location in Span
Load Combination
Max. "+" Deli Location in Span
1 0.0000
Vertical Reactions- Unfactored.
0.000
Support notation : Far left is #1
0.0000 0.000
Values in KIPS
Load Combination Support 1 Support 2
Overall MAXimum
D Only
L Only
D+L
1.416
0.872
0.544
1.416
1.416
0.872
0.544
1.416
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