RC-18-2129BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC
PLUMBING ❑ MECHANICAL
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
n ROOFING
n PUBLIC WORKS
JOB ADDRESS: gloy Ne /0 Ave_
City: Miami Shores County:
Folio/Parcel#: it 32 Dip 003 01 00
Occupancy Type: Load:
Construction Type:
406,0
Ed_ ?01®
(2
F BC 20 n
Master -'Permit No.Dt _ m 2-
v
Sub Permit No. lac- i 2 12a1
REVISION ❑ EXTENSION 7RENEWAL
❑ CHANGE OF
CONTRACTOR
❑ CANCELLATION
Miami Dade Zip:
n SHOP
DRAWINGS
Is the Building Historically Designated: Yes NO
Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): R vs,V 1.:0 rt. 2 no Phone#: 1 0 5ZC
ZOO l3tsco we RLV n wrky I09
City: M t AM( State: P. L. Zip: 33 131
Tenant/Lessee Name: Phone#:
Address:
Email:
aNTRACTOR: Company Name: Sobe O& &TvZ Qc V.o• � Cool
ZoSC, (orto,( WA.y S e t i f 2 04
City: , l ' I (A,/0 t / State: FL Zip:
Qualifier Name: Ly l,vN 4 Phone#:
State Certification or Registration #: 0_ C., C l G ) 9.4, y S Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 206.00 Square/Linear Footage of Work:
Address:
Phone#:
33tc4s
Type of Work: ❑ Addition n Alteration n New ❑ Repair/Replace
Description of Work:cV10 R l IuQ
Demolition
Specify color of color thru'tile: . 1. _:. \.:'; '�
Submittal Fee $ � , 'I- Perin'itY`��-' Fee $ • CCF $
Scanning Fee $ iU►✓ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $
IAD
.I
CO/Cc $ '.'•.
(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.
.a ''
"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
promise in good faith that a c
whose ! • •ertysubject to atta
for t
ins
e first ins a e ion
Signature
ition to the issuance of a building permit with on estimated value exceeding $2500, the applicant must
of the notice of commencement, and construction lien law brochure will be delivered to the person
ent. Also, a certified copy of the recorded notice of commencement must'be posted at the job site
ven (7) days after the building permit is issued. In the absence of such posted notice, the
ection fee will be charged.
t
.Signatur
WNER or AGENT
Th foregoing instrument was acknowledged before me this The for oing instrument was acknowledged before me this
/ day of 4u Q Ms/ , 20 /9 , by 9 .y day of �U, u3 % , 20 /9 , by
aa / •
4 e/ ,e vekeptvho i perso a yr�IT k n� Z, e,/ytq , who istTrsonally known to
me or who has produced as me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
CONTRACTOR
identification and who•did take an oath.
4 , y . a
NOTARY PUBLIC:
Sign: jNviso
Print: 4.131,-/A frr
aki
, n,p
.�pRY iZ Seal: ,�� ►:g:' A
Barbara Moreno
Q. Barbara Moreno = ?Q• -•, `'- Commission GG170164
= Commission 1 GG170164 =` "= Expires: January 11, 2022
.*********-*Expires: �rU*u,`a o�.***********.****:*'`w►w��.*.7$ Bonded thru Aaron o*******.*.***.*****.
ilefth ry
o
P#?4 #2.a G/ poAKIO•
APPROVED BY Plans Examiner Zoning
5
f 1
(Revised02/24/2014)
YID
Structural Review Clerk
EMILIANO OROZCO, P.E.
949 SW 122 °a Avenue
Miami — Florida 33184
Phone(786)715-7125
Emilianocentury 21@gmail.com
DATE: August 3, 2018
PROJECT: NEW SHORING
ADDRESS:
COVER SHEET
9104 NE 10TH 4 4. \
MIAMI, FILj 33147
`3 / APPRVcD
DESIGN BY: AG
ii 'v
DA
PAGE i/3
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• This computation book contains manual and computerized structural calculationsi • ••
irttain pjinteci
manufacturer's data and Computation pages are numbered 1 thru 3. Computations we i epgr formed tq:laq •
best of our knowledge according to sound and generally accepted engineering prjcrjpgl$ and Code
requirements, using nationally recognized computer software and in-house developed software. Prior to
commissioning into service, the in-house developed software was thoroughly checked bj' perfo$mirig
parallel manual computations. The sign and seal provided herein are meant to cover all L`omputation sheet
pages 1 through 3 • • •
7
EMILIANO OROZCO P.E.
•
•
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•
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•...•••
• •
EMILIANO OROZCO, P.E.
949 SW 122 nd Avenue
Miami — Florida 33184
Phone (786) 715-7125
Emilianocentury 21@gmail.com
INDEX
PAGE 11/3
DESCRIPTION PAGE
Post Design 1
Plywood and Joist Design 2
Stringer Design 3
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1/3
SHORE POST CAPACITY CHECK
1. TERRACE OPENING SHORING
DEAD LOAD = 8'-6" X 2'-0" X 25psf = 425 Ib
LIVE LOAD = 8'-6" X 2'-0" X 30psf = 510 Ib
BEAM SELF WEIGHT = 8" X 1'-4" X 2'-0" X 150 pcf = 266.6 Ib
TOTAL = 1,201.6 / 2 = 600.8 Ib < 10,000 Ib OK
2 GARAGE OPENING SHORING
DEAD LOAD = 17'-6" X 2'-0" X 25psf = 875 Ib
LIVE LOAD = 17'-6" X 2'-0" X 30psf = 1,050 Ib
BEAM SELF WEIGHT = 8" X 1'-4" X T-0; is 150 pcf ='266.6 Ib
.. . .. .
TOTAL= 2,191.6/ 2 = 1,095.8 Ib < 10,01)O•Ib OK••••••
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CALCULATION SUMMARY
2/3
Allowable Plywood Spans Determine Joist Spacing
Bending
31.6
Rolling
Shear
106.9
size: 5/8"
size:
5/8"
Fb: 1545
Fs:
57
S: 0.339
lb/Q:
5.824
w: 63.00
w:
63.00
Adjustment: 1
Adjustment:
1
Alternate Fb:
Alternate Fs
I
1 /
360
Deflection
24.6
A =1/16
"
Deflection I
24.0
size: 5/8"
size:
5/8"
E: 1500000
E:
1500000
1: 0.129
I:
0.129
w: 63.00
w:
63.00
Adjustment: 1
Adjustment:
1
Alternate E [-j
Alternate E:
{
Minimum Value:
{ 24.0
••••
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• • ••••
• • •
•Allowable Joist Spans Determine Stringer Spacir ;...
•
Bending
60.9
Shear 1 Veld
size:
2x4
size: 2x4
• • • •
Fb:
1500
Fv 175
S:
3.06
d 3.5
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•• ••
•
w:
126.00
w: 126.00
Adjust (Moisture):
0.85
bd: 5.25
• •
•
Adjust (Use):
1
Adjust (Moisture): 0.97
.
•
Adjust (size):
1
Adjust (Use): 1
: • .
••
Alternate Fb:
Alternate Fv L
••
•
1 /
360
Deflection
66.6
A = 1/4 "
Deflection
71.9
size:
2x4
size: 2x4
E
1600000
E 1600000
I:
5.36
I: 5.36
w:
126.00
w: 126.00
Adjust (Moisture):
0.9
Adjust (Moisture): 0.9
Adjust (Use):
1
Adjust (Use): 1
Alternate E.
Alternate E L-1
Minimum Value:
r 60.9 1
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Page 1
CALCULATION SUMMARY
3/3
Allowable Stringer Spans Determine Shore Spacing
Bending
147.3
Shear (
473.7
size:
4x4
size:
4x4
Fb:
850
Fv
180
S:
7.15
d
3.5
w:
63.00
w:
63.00
Adjust (Moisture):
1
bd:
12.25
Adjust (Use):
1.25
Adjust (Moisture):
1
Adjust (size):
1.5
Adjust (Use):
1.25
Altemate Fb:
Altemate Fv:
/
360
Deflection
104.7
A =1/4 "
Deflection
100.9
size:
4x4
size:
4x4
E
1200000
E
1200000
I:
12.5
I:
12.5
w:
63.00
w:
63.00
Adjust (Moisture):
1
Adjust (Moisture):
1
Adjust (Use):
1
Adjust (Use):
1
Alternate E:I
Altemate E:
1
Minimum Value:
Bearing Joists -Stringers
w: 126.00
Width ofJoist: 1.5
Width of Stringer: 3.5
Contact Area: 5.25
Actual Stress (psi): 24.00
Allowable Stress (psi): 378.55 pass
(not adjusted)
100.9
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Bearing Stringers -Shores••
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w: 252.00 • • •
•
Width of Stringer: 3.5
Width of Shore: 3.5 : • • •
Contact Area: 12.25 • • •
Actual Stress (psi): 20.57
Allowable Stress (psi): 520 pass
(oot adjmaaa>
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Page 2