REV-10-21-2787, 970 NE 100th Stt
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F<O R ICIN
PERMIT ADDRESS: 970 NE 100TH ST
Miami Shores, FL 33138
APPLICATION DATE: 10/27/2021 SQUARE FEET
EXPIRATION DATE: 04/25/2022 VALUATION:
Rev a- I ova 2 le, 2�8�
PARCEL: 1132060340190
305.00 DESCRIPTION: REMOVE EXISTING BEARING PARTITIONAND REPL
$1,500.00 WITH A STEEL BEAM ON ONE STEEL COLUMN AND
ONE CONCRETE COLUMN AND SUPPORTED ON
EXISTING CONCRETE STEM WALL AND WALL
FOOTING.
Structural v.1 In Review Orlando Blanco email: bz3@msvfl.gov -- q ol(114
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 OF
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949 1pkv•
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC ❑ ROOFING
PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS
JOB ADDRESS: q70 IVC (oO *
Folio/Parcel#: It 31=0
Occupancy Type: Load:
OWNER: Name (Fee Simple Titleholder)
Address: C )) o A l oof k (SA
City: WOW. 4AI)d .
Master Permit No.cc- I
Sub Permit No.- 1e V-�-
REVISION ❑ EXTENSION ❑ RENEWAL
❑ CHANGE OF ❑ CANCELLATION SHOP
CONTRACTOR DRAWINGS
s the Building Historically Designated: Yes NO
Construction Type: Flood Zone: BFE: FFE:
State: t
one#:
Zip: )TO
Tenant/Lessee Name: Phone#: -2U — 2 1 I, Z
Email: 1/ O0 j S �I/� �I/l�J t7 � C U�a� � Cam
CONTRACTOR: Company Name:
k o CWMJ o n) I h C
Address:;( � I i N I&j ! VU IV 1 LVN
City: T I QNI4'0'4 0 V1 State:
Qualifier Name: FELVKC c-ac/0 1'Ok�Q
PC
one#: 7SG gold Oql I
Zip: ,per Z
one#: 796 $4p 0-3 % 1
State Certification or Registration #: Q.1c Certificate of Competency #: _
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ f1 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration (f ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: kc"U-p lv r"k"' t lo�J � ecO iy1�1 cQrlrWi rfl2(a C e VA'4I A 4_'C
�.e4g&" on ovl'e '$fee,( e 16vin " Cis t"Cyy4{ columi l Q361d
Specify color of color thru tile:
Submittal Fee $
Scanning Fee $
Permit Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
CCF $ CO/CC $ _
DBPR $ Notary $
Double Fee $
Structural Reviews $
(Revised 02/24/2014)
Bond $
TOTAL FEE NOW DUE $
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 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 A--d
OWNER or AGENT
Signature 1--
CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
.oi daa�/�/Iy/Io,`�f 6IG4�x'y
,,,20 ?�( by ?� dayofa�hpl/ 20 2-1 by
�jt[J%d5 �GW w personally k o 7 G/ViGfl tP��® r�onally kno
me or who has produced as me or who has produced a
identification and who did take an oath. identification and who did take an oath. (�
NOTARY PUBLIC: NOTARY PUBLIC: I \
Prim: d �.
Seal:
Not ery Pubkt Stat of Florida
=ow°"t+r�
James BasiFo
11 o0 n
My Cortvnilsion H 127240
Expires O5113/2025
*********************************
* *
APPROVED BY
X.5q•t
Print: V �"f l� ZrJr [ C./ U
Seal: =o`�4� Notary Pubk S of F I '
James Bas*o
y MY Co Dam 5/1ion 127240
Plans Examiner
A/0
� Structural Review
17*
Zoning
Clerk
(Revised02/24/2014)
LET
U aV I l 'J s osu rayice.
JCD ARCHITECT, INC _ A.A. #26001 560
-�
1 355 CORAL WAY 5U # 407 TEL. # (305)285-4343
MIAMI, FL 33 145 FAX # (305)285-4330
STRUCTURAL CALCULATIONS
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BORIS ARANGO ••••••
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970 NE 100 STREET.
:90:6:
.•
FLORIDA 33138' '
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MIAMI SHORES,
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FULL ARCHITECTURAL 5ERVICE5 Cl RE51DENTIAL CS COMMERCIAL (g CU5TOM DE51GN (z LEED CERTIFICATION
JUANCDAVID@JCDARCHITECT.COM
REVISED/ADDITIONAL STRUCTURAL CALCULATIONS (REV3)
PROJECT: INTERIOR ALTERATION FOR BORIS ARANGO
ADDRESS: 970 NE 100TH ST, MIAMI SHORES, FL, 33138
APPLICABLE CODES
- FBC 2020
- ASCE 7-16
- ACI 318-14
- AISC 14T" EDITION
- NDS 2015
-s-=-=
SCOPE OF REVISION: After demolition started we could verify that there i5 &f existing SLOd
Concrete Stem Wall with a 28" wide footing. Details have been modified to account or t is
condition. Steel column on one end was replaced by concrete column. Both columns now sit
on top of the existing stem wall.
These Calculations contain manual and computer generated structural calculations.
Computations were performed to the best of my knowledge according to sound and generally
accepted engineering principals and Code requirements. The sign and seal provided herein is
meant to cover all computation sheets pages 1 through 6.
1
PROJECT: INTERIOR ALTERATION FOR BORIS ARANGO
ADDRESS: 970 NE 100T" ST, MIAMI SHORES, FL, 33138
TABLE OF CONTENTS
1. CHECK EXISTING STEM WALL WITH NEW COLUMN LOAD ........
2. CHECK EXISTING STEM WALL FOUNDATION .............................
Computer Programs Used:
• Mecawind
• Enercalc Software v5.8.0
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1. CHECK EXISTING STEM WALL WITH NEW COLUMN LOAD
From Previous Calculations,
Design loads
RD+L= 6.72kips (ASD)
From attached calculations, assuming portion of Stem wall under new column behaves as a
pedestal, then 8"x8" is OK.
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I Rectangular Concrete Column II
Description Existing Stem Wall with Under New Column
General information Code Ref: ACI 318-02, 1997 UBC. 2003 IBC, 2003 NFPA 5000
Width 8.000 in fc 3.000.0 psi Total Height 3.000 ft
Depth 8.000 in Fy 60,000.0 psi Unbraced Length 3.000 ft
Rebar: Seismic Zone 0 Eff. Length Factor 1.000
2- # 5 d = 2.000 in LL & ST Loads Act Separately Column is BRACED
2- # 5 d = 6.000 in
Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design.
: • • • • •
Factoring of entered loads to ultimate loads within this program is according
to ACI 318-02 C.2
.0.
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Dead Load
Live Load
Short Term
'' L9ccentrirj&* • • •
Axial Loads 3.100 k
3.700 k
k
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Summary
.. *Column
ke Old.
8.00 x 8.00in Column, Rebar: 245 @ 2.00in, 2-45 @ 6.00in
0000
• •
ACI C-1
ACI C-2
00*00
AOI CA
•
Applied : Pu : Max Factored
10.63 k
10.63 k
1 33 k
�;
Allowable : Pn " Phi @ Design Ecc.
124.99 k
124.99 k
�'1�d��k
•
M-critical
0.74 k-ft
0.74 k-ft
0. j�4 k-ft
; • • •
Combined Eccentricity
0.840 in
0.840 in
' 0 g14din
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Magnification Factor
1.00
1.00
1.00
000001
Design Eccentricity
0.840 in
0.840 in
0.840 in
Magnified Design Moment
0.74 k-ft
0.74 k-ft
0.74 k-ft
Po' .80
187.55 k
187.55 k
187.55 k
P : Balanced
46.35 k
46.35 k
46.35 It
Ecc : Balanced
5.862 in
5.862 in
5.862 in
Slenderness per ACI 318-95Section 10.128 10.13
Actual k Lu / r 15.000
Elastic Modulus
3.122.0 ksi
Beta 0.850
ACI Eq. C-1
ACI Eq. C-2
ACI Eq. C-3
Neutral Axis Distance
7.6600 in
7.6600 in
7.6600 in
Phi
0.7000
0.7000
0.7000
Max Limit kl/r
34.0000
34.0000
34.0000
Beta = M:sustained/M:max
0.4083
0.4083
0.4083
Cm
1.0000
1.0000
1.0000
El J 1000
0.00
0.00
0.00
Pc : pi^2 E I / (k Lu)^2
0.00
0.00
0.00
alpha: MaxPu / (.75 Pc)
0.0000
0.0000
0.0000
Delta
1.0000
1.0000
1,0000
Ecc: Ecc Loads + Moments
0.840
0.840
0.840 in
Design Ecc = Ecc' Delta
0.840
0.840
0.840 in
ACI Factors (per ACI 318-02, applied internally to entered loads)
ACI C-1 & C-2 DL 1.400
ACI C-2 Group Factor
0.750
Add"I 1.4" Factor for Seismic 1.400
ACI C-1 & C-2 LL 1.700
ACI C-3 Dead Load Factor
0.900
Add"I "0.9" Factor for Seismic 0.900
ACI C-1 & C-2 ST 1.700
ACI C-3 Short Term Factor
1.300
....seismic = ST ' : 1.100
4
Description Existing Stem Wall vJth Under New Column
Sketch & Diagram
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2. CHECK EXISTING STEM WALL FOUNDATION
From previous Calculations,
UPL= 8.35kips (ULT)
0.9D= 0.9*(10*125+70*7.5*9+10*7.5*9)=6.Okips
15' of Solid Concrete Stem Wall Assumed Tributary to each Side
Net Uplift= 8.35-6.0=2.35kips
.
For 8"x24" concrete stem wall + WF-28 footing x 9.33' tributary
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Min. Footing Area=(8*24+12*28)*9.33*150/144/1000=5.2kipsbK
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Then No additional dead weight Needed. """
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PGravity= 6.72kips ....
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SB= 2ksf " " "
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Min. Footing Area= 6.72/2=3.36ft2
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Then WF-28 x 9" long is OK.
ro 06`
Area Available= 9*2.33=21.0ft2 OK
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