FW-19-230Miami Shores Village
10050 NE 2 Ave
Miami Shores Fl. 33138
305-795-2204
Location Address
Issue Date: 03/13/2019
Parcel Number
45 NE 94TH ST, Miami Shores, FL 33138 1132060130550
:ontacts
Permit No.: FW-02-19-230
Permit Type: Fence/Wall
Work Classification: Concrete Precast
Permit Status: Approved
Expiration: 07/31/2019
AIMEE SANTOS Owner RC CONSTRUCTION & INVEST, INC Contractor
45 NE 94 ST, MIAMI SHORES, FL 33138 RICARDO CABRERA
Business: 3059754156
Inspection
Description: 75' PRECAST CONCRETE FENCE Valuation: $ 5,500.00 Requests:
4949
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$3.60
Concrete Precast and Masonry Fence Fee
$180.00
DBPR Fee
$3.45
DCA Fee
$2.30
Education Surcharge
$1.20
Planning and Zoning Review Fee
$35.00
Scanning Fee
$9.00
Structural Review ($45)
$45.00
Technology Fee
$5.75
Total:
$335.30
Payments
Date Paid Amt Paid
Total Fees
$335.30
Check # 7515
03/13/2019 $285.30
Credit Card
02/01/2019 $50.00
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, I authorize the above named contractor to do the work stated. c�
Authorized,eign'at�e Owner / Applicant %G Contractor / Agent
Mardi 13, 2019 Page 2 of 2
-=9mSv1=L. vov
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
BUILDING
PERMIT APPLICATION
jBUILDING ELECTRIC ROOFING
PLUMBING ❑ MECHANICAL PUBLIC WORKS
JOB ADDRESS:
. 15 /uc 9
Master Permit No.
Sub Permit No.
RL:I.EIVED
F9 01 1019
FBC 20l"1
F'v� o2-Iq-23�
❑ REVISION EXTENSION RENEWAL
❑ CHANGE OF CANCELLATION D SHOP
CONTRACTOR DRAWINGS
City: Miami Shores County: Miami Dade Zip: 2 ' /.36F
Folio/Parcel#: 013 — O SQ Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): /��/r%�G �'�y✓w Phone#:
Address: `/5
City: l i"l State: Zip:
Tenant/Lessee Name:
Email
hone#:
CONTRACTOR: Company Name: RC ` 3` Phone#: 70 6 2Y;7 A -
Address:
City: �_ _ �State: % Zip: 323 /-3,/
Qualifier Name:
hone#:
State Certification or Registration #: OS y �jZi Certificate of Competency #: _
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
,moo i
Value of Work for this Permit: $ o Squa a/Linear ootage of Work: 7 5
Type of Work: 0 Addition' :Alteration New ; "' Repair/R�'place 0 Demolition
Description of Work:
Specify color of ccol&r thru tile:
Submittal Fee $ � Permit Fee $ 190 ' � CCF $ CO/CC $
Scanning Fee $ Radon Fee $ 2—' __3>1, C> DBPR $ 3 ' l Notary $
Technology Fee $ f Training/Education Fee $
Structural Reviews $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ -
(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 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.
�to,,-ee SAr� j�s
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
Signature / Vl L
CONTRACTOR
The foregoing instrument was acknowledged before me this
�2Y_ day of �1 20_ by -2j6�' day of 20 by
/A.* e� S/.ai! 70,3 , who is personally known to 2« vL190 (!2a �DfA- who is personally known to
me or who has produced
identification and who did take an oath.
NOT,,, ., Ins
Sign:
Print
Seal:
as me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
e11
LEDON
IN N GG 130196
APPROVED BY Plans Examiner aL Zoning
Structural Review Clerk
(Revised02/24/2014)
RC Construction & Investment.LLC
03/11/2019
State of Floridad
County of Dade
Before me this day personally appeared Ricardo Cabrera who, being duly sworn ,deposes and says:
That he will be the only person working on the project located at:
45 ne 94 st Miami FL33138
f4L
Contractor signature
Sworn to (or affirmed) and subscribed before me this 13 day of tAWA .20�
Personally know
Or produced identification
��"•�'Y;%
ANALIZLEDON
MY COMMISSION N GG 130196
' •
•�%%:P,
EXPIRES: August 1, 2021
;;; °�
13# d Thu Notary Public Under tare
Print,typemp name of notary
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner — Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. •§ 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS. ......
Signature:
Owner
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me thus day of f1 H6, , 20��.
By
Notary:
SEAL:
who is personally known to me or has produced
as identification.
ANA LIZ LEDON
MYE OP RES August 1, 2021
Bonded Thru Notary_ Pam" e
DATE:
MMTON CUBAS, P.E., INC.
1302 N.E. 125th Street —North Miami — Florida 33161
Phone (305) 891-4174 Fax (305) 891-4175
E-mail: miltoncubas(@msn.com
www.miltoncubaspe.com
MAY 24, 2018
COVER SHEET
PROJECT: "FENCE 6'-0" W X 6'-0" H"
CONCRETE PRECAST FENCE
ADDRESS: SOUTH FLORIDA
CLIENT: LA ROMANA STONE CORP.
DESIGN BY: M. F.
STRUCTUr�IL
APPROVED
PAGE
1/12
This computation book contains manual and computerized structural calculations, certain printed
manufacturer's data and Computation pages are numbered 1 thru 12. Computations were performed to the best
of our knowledge according to sound and generally accepted engineering principals 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 by performing parallel manual computations.
The sign and seal provided herein are meant to cover all computation sheets pages 1 through 12.
Milton Cubas
Certification Authorization # 27267
F.L Reg. P.E # 51902
S.I. # 6999901
NIILTON CUBAS, P.E., INC.
1302 N.E. 125th Street — North Miami — Florida 33161
Phone (305) 891-4174 Fax (305) 891-4175
E-mail: miltoncubas(ii�msn.com
www.miltoncubaspe.com
PAGE '/12
INDEX
DESCRIPTION PAGE
PRECAST FENCE 6'-0" HEIGHT X 6'-0" WIDTH
Wind Analysis 1
Concrete Panel Design 12", 14" & 18" 3
Concrete Post Design 6
Foundation Design 12", 18", 24" 0 10
1/12
"ASCE705W.xls" Program
Version 1.0
WIND LOADING ANALYSIS - Chimneys, Stacks, and Vertical Tanks
Per ASCE 7-10 Code for Freestanding Walls and Solid Signs
Job Name: I PRECAST FENCE 6-0" W X 6'-0" H I Subject: ILA ROMANA STONES CORP.
Job Number: ISOUTH FLORIDA I Originator: IMF I Checker:
put Data:
V =
115
mph (Wind Map, Figure 6-1)
Class. =
II
(Occupancy Category form Table 1-1)
Exposure =
_
C
(Exposure Category from Sect. 6.5.6) Windp
1.00
Kzt =
(Topographic Factor from Sect. 6.5.7)
h =
6.00
ft. (Height of Stack/Tank itself)
Hb =
0.00
ft. (Ht. of Stack/Tank Base Above Ground) '
D =
ft. (Diameter or Width of Surface Normal to Wind) Hb > 0
6.00
Shape?
Square
(Round, Hexagonal, or Square) round
R =
0.050
(Damping Ratio = 0.010-0.070) Elevation
Ct =
(Period Coefficient = 0.020-0.035)
0.0200
Kd =1 Aid
(Direct. Factor, Table 6-4) Wind Load Tabulation for Stack / Tank
Cf = (Force Coef. from Fig. 6-21) z I Kz I qh p=qh`G*C F=qh*G*Cf"A
Resulting Parameters and Coefficients:
If z < 15 then: Kz = 2.01"(15/zg)^(2/a
If z >= 15 then: Kz = 2.01 "(z/zg)^(2/a
Cc =
9.50
(Table 6-2)
zg =
900
(Table 6-2)
I =
1.00
(Table 6-1) (Import. Factor)
h/D =
1.000
freq., f =
1 13.042
Hz. (f >=1) Rigid
G =
0.850 _
(Gust Factor, Sect. 6.5.8)
Velocity Pressure (Sect. 6.5.10, Eq. 6-15):
qz = 0.00256`Kz`Kzt*Kd *VA 2"I
Net Design Wind Pressures (Sect. 6.5.13):
p = gz'G`Cf (psf)
Net Design Wind Forces (Sect. 6.5.15, Eq. 6-28):
F = gz"G`Cf'D (lb/ft)
EV(total) = 7.39 kips
EM(total) = 22.16 ft-kips
0.00 1_9.85 1 28.74 1__14.20 1____1231-21
5.00 0.85 28.74 34.20 1231.21
6.00 _ 0.85 28.74 34.20 1231.21
1 of 3 5/24/2018 8:12 AM
2/12
"ASCE705W.xls" Program
Version 1.0
Flexible? No f >=1 Hz.
1: Simplified Method for Rigid Structure
G = 0.85
Parameters Used in Both
Item #2 and Item #3 Calculations (from Table 6-2):
aA =
0.105
b^ =
1.00
a(bar) =
0.154
b(bar) =
0.65
c =
0.20
l =
500
ft.
E(bar) =
0.200
z(min) =
15
ft.
Calculated Parameters Used in Both Rigid and/or Flexible Structure Calculations:
z(bar) = 15.00 = 0.6*h , but not < z(min) , ft.
Iz(bar) = 0.228 = c*(33/z(bar))^(1/6) , Eq. 6-5
Lz(bar) = 427.06 = 1*(z(bar)/33)^(E(bar)) , Eq. 6-7
gq = 3.4 (3.4, per Sect. 6.5.8.1)
gv = 3.4 _ (3.4, per Sect. 6.5.8.1)
gr= 4.763 =(2*(LN(3600*f)))^(1/2)+0.577/(2*LN(3600*f))^(1/2) , Eq. 6-9
Q = 0.968 =(1/(1+0.63*((B+h)/Lz(bar))"0.63))^(1/2) , Eq. 6-6
2: Calculation of G for Rigid Structure
G = 0.908 = 0.925*((1+1.7*gq*lz(bar)*Q)/(1+1.7*gv*lz(bar))) , Eq. 6-4
3: Calculation
R =
Ct =
T =
f =
V(fps) =
V(bar,zbar) =
N1 =
Rn =
rlh =
Rh =
rlb =
RB =
rld =
RL =
R =
Gf =
Use: G =
of Gf for Flexible
Structure
Damping Ratio
Period Coefficient
= Ct*hA(3/4) , sec. (Approximate fundamental period)
= 1/T , Hz. (Natural Frequency)
= V(mph)*(88/60) , ft./sec.
= b(bar)'(z(bar)/33)^(a(bar))"V"(88/60) , tt./sec. , Eq. 6-14
= f*Lz(bar)/(V(bar,zbar)) , Eq. 6-12
= 7.47*N1/(1+10.3*N1)A(5/3) , Eq. 6-11
= 4.6*f*h/(V(bar,zbar))
=(1hjh)-1/(2'rjh^2)"(1-eA(-2"tjh)) for rlh > 0, or = 1 for rlh = 0 , Eq. 6-13a,b
= 4.6*f*D/(V(bar,zbar))
=(1/rlb)-1/(2*rlbA2)*(1-eA(-2*rlb)) for rlb > 0, or = 1 for 11b = 0 , Eq. 6-13a,b
= 15.4*f*D/(V(bar,zbar))
=(1/rld)-1/(2*rld112)*(1-eA(-2*rld)) for rld > 0, or = 1 for rld = 0 , Eq. 6-13a,b
=((1/R)*Rn*Rh*RB*(0.53+0.47*RL))^(1/2) , Eq. 6-10
= 0.925*(1+1.7*lz(bar)*(gq^2*Q^2+gr^2*RA2)^(1/2))/(1+1.7*gv*lz(bar)) , Eq. 6-8
0.050
0.020
0.077
13.042
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
0.850
2 of 3 5/24/2018 8:12 AM
3/12
CONCRETE REINFORCEMENT CALCULATION
Job:
LA ROMANA STONE
Addres:
SOUTH FLORIDA
Subject:
PANEL FENCE 6'-0" X 6'-0". PANEL 12"
Desi n
MF
INPUT DATA
b
12.0 in
h
2.0 in
d'
1.00 in
f c
5,000 PSI
Fy
40,000 PSI
Mu
160 Lb`Ft
OUTPUT
DATA
d=
1.00 in
K
160
m
9.41
max
0.0252
min
0.0033
0.0045
Va .
106.5 #
Vallow.
1272.79 #
As
0.05 SQ IN
Reinf.
# 3
Area
0.11 SQ IN
Conf.
0.493
20.20 in
wind pressure = 35.5 psf
1= 6.ft
W = wind pressure x b = 35.5 Lb/ft
M=Wx12= 159.8Lb-ft
8
Mu=0.9D+W= 159.8Lb-ft
Vu = 106.5 Lb
:>k=(Mu*12)/
(b * d-)
in F-Yj I
=>p—ll l* 1— 1— 2*rn*k
m 0.9 * F,
_ 0 * 1,
� V �allow2 * b d
TIMES
USE 1 2 #3 EACH SEC o/c
0
OK
OK
CONCRETE REINFORCEMENT CALCULATION
Job:
LA ROMANA STONE
Addres:
SOUTH FLORIDA
Subject:
PANEL FENCE 6'-0" X 6'-0". PANEL 14"
Desi rl
MF
INPUT DATA
b
14.0 in
h
2.0 in
d'
1.00 in
fc
5,000 PSI
F
40,000 PSI
Mu1
186 Lb -Ft
OUTPUT
DATA
d=
1.00 in
K
160
m
9.41
max
0.0252
min
0.0033
0.0045
Va .
124.25 #
Vallow.
1484.92 #
As
0.06 SQ IN
Reinf.
# 3
Area
0.11 SQ IN
Conf.
0.575
20.80 in
wind pressure =
35.5 psf
1=
6.ft
W = wind pressure x b =
41.42 Lb/ft
M=Wx12=
186.4Lb-ft
8
Mu=0.9D+W=
186.4Lb-ft
Vu =
124.3 Lb
�k=(Mir*12)
(b*d2)
in = F' 9�f�
=>* 1— 1— 2*nr*k)
P—CIn 0.9*Fs.
* *
� V «n�,t_� 2 * f � b d
TIMES
USE 1 2 #3 EACH SEC o/c
OK
OK
4/12
{
a
1
5/12
CONCRETE REINFORCEMENT CALCULATION
Job:
LA ROMANA STONE
Addres:
SOUTH FLORIDA
Subject:
PANEL FENCE 6'-0" X 6'-0". PANEL 18"
Desi n1
MF
INPUT DATA
b
18.0 in
h
2.0 in
d'
1.00 in
fc
5,000 PSI
Fy
40,000 PSI
Mu
240 Lb"Ft
OUTPUT
DATA
d=
1.00 in
K
160
m
9.41
max
0.0252
min
0.0033
0.0045
Va .
159.75 #
Vallow.
1909.19 #
As
0.08 SQ IN
Reinf.
# 3
Area
0.11 SQ IN
Conf.
0.739
21.60 in
wind pressure = 35.5 psf
1= 6.ft
W = wind pressure x b = 53.25 Lb/ft
M=Wx12= 239.6Lb-ft
8
Mu = 0.9D + W = 239.6 Lb-ft
Vu = 159.8 Lb
t>k=(Mu*12)/
(b*d`')
in = YoJ
(2*na*k
in 0.9 * F}.
=:> v ,, J.,. _ 0 * 2 * f,' * b a
TIMES
USE 1 2 #3 EACH SEC o/c
1
OK
OK
6/12
CONCRETE REINFORCEMENT CALCULATION
Job: FENCE 6 X 6
Addres:
Subject: POST 6" x 6" FOR THREE PANELS (T POST)
Desi n MF
INPUT DATA
b
4.0 in
h
5.0 in
d'
1.25 in
fc
5,000 PSI
Fy
60,000 PSI
Mu
3,834 Lb -Ft
OUTPUT
DATA
d=
3.75 in
K
818
m
14.12
max
0.0252
min
0.0033
0.0172
Va .
1278 #
Vallow.
1590.99 #
As
0.26 SQ IN
Reinf.
# 5
Area
0.31 SQ IN
Conf.
0.843
1.77 in
wind pressure =
35.5 psf
width =
6. ft
1=
6.ft
W = wind pressure x width =
213. Lb/ft
M = W x I2 =
3834. Lb-ft
2
Mu = MW =
3834. Lb-ft
V = W x I =
1278.Lb
� k =(Mcr *12)
� m =
F3,
�f�
* *
gy p= 1 * 1- 1- 2 m k
nr 0.9 * F}.
_0* 2 � **
� Y �rro,�� b d
TIMES
USE 1 #5 REBAR
OK
OK
I
7/12
CONCRETE REINFORCEMENT CALCULATION
Job: FENCE 6 X 6
Addres:
Subject: POST 6" x 6" FOR CORNER (L POST)
Desi n MF
INPUT DATA
b
5.0 in
h
5.0 in
d'
1.25 in
fc
5,000 PSI
Fy
60,000 PSI
Mu
3,834 Lb -Ft
OUTPUT
DATA
d=
3.75 in
K
654
m
14.12
max
0.0252
min
0.0033
0.0134
Vap.
1278 #
Vallow.
1988.74 #
As
0.25 SQ IN
Reinf.
# 5
Area
0.31 SQ IN
Conf.
0.818
3.05 in
wind pressure =
35.5 psf
width =
6. ft
1=
6.ft
W = wind pressure x width =
213. Lb/ft
M = W x Iz =
3834. Lb-ft
2
Mu = MW =
3834. Lb-ft
V = W x I =
1278.Lb
k — ( lvflI * 12 )
m — F_ti. /
�/ c
rra 0.9*Fy.
_*_�*
� v 0 at,o,t� 2 _� ., � b d
TIMES
USE 1 #5 REBAR
i
OK
No
CONCRETE REINFORCEMENT CALCULATION
Job: FENCE 6 X 6
Addres:
Subject: POST 5" x 4.5" FOR END POST
Desi n MF
INPUT DATA
b
3.5 in
h
5.0 in
d'
1.25 in
fc
5,000 PSI
Fy
60,000 PSI
Mu
1,917 Lb*Ft
OUTPUT
DATA
d=
3.75 in
K
467
m
14.12
max
0.0252
min
0.0033
p
0.0093
Vap.
639 #
Vallow.
1392.12 #
As
0.12SQIN
Reinf.
# 5
Area
0.31 SQ IN
Conf.
0.396
2.52 in
wind pressure =
35.5 psf
width =
3. ft
1=
6.ft
W = wind pressure x width =
106.5 Lb/ft
M=Wxl2=
1917.Lb-ft
2
Mu = MW =
1917. Lb-ft
V = W x I =
639.Lb
� k = (W *12)
(b*d`)
� m = Fy.
j
*
N
�*t 0.9 * F,
0* * =
� V �,rrp.t• 2 , * b d
TIMES
USE 1 #5 REBAR
"ON
1
9/12
CONCRETE REINFORCEMENT CALCULATION
Job: FENCE 6 X 6
Addres:
Subject: POST 5" x 4.5" FOR INTERMEDIATE POST
Desi n MF
INPUT DATA
b
3.5 in
h
5.0 in
d'
1.25 in
fc
5,000 PSI
Fy
60,000 PSI
Mu
3,834 Lb -Ft
OUTPUT
DATA
d=
3.75 in
K
935
m
14.12
max
0.0252
min
0.0033
0.0202
Va .
1278 #
Vallow.
1392.12 #
As
0.26 SQ IN
Reinf.
# 5
Area
0.31 SQ IN
Conf.
0.864
1.15 in
wind pressure =
35.5 psf
width =
6. ft
1=
6.ft
W = wind pressure x width =
213. Lb/ft
M=Wx12=
3834.Lb-ft
2
Mu = MW =
3834. Lb-ft
V = W x I =
1278.Lb
�k=(Mfu*1Y(b
*d`)
0
gy p= 1 * 2* m* k
m 0.9 * F3.
_ 0
� Y arra.�� * 2 * V , b d
TIMES
USE 1 #5 REBAR
G
m
OK
P
10/12
CMILTON CUBAS, P.E., INC.
CONSULTING ENGINEER
Milton Cubas
1302 N.E. 125 ST. • North. Miami, Florida 33161
Phone: 305-891-4174 • Fax: 305-891-4175
E-mail: mcubas99@worldnet.att.net
Project:
Design:
LA ROMANA STONE CORP
0
Subject:
Inspection:
FOOTING 12" DIAMETER
Address:
Investigation:
SOUTH FLORIDA
❑
Sheet No:
Job No
Date:
Design By:
Reports:
5/22/2018
MF
ACCORDIGN TO FBC 2.017
POST EMBEDDED IN CONCRETE FOOTINGS IN EARTH
F.B.C. 1819.7.2.1 UNCONSTRAINED
b = diameter of round post or diagonal dimension of square post or footing, feet.
d = depth of embedment in earth in feet but not over 12 feet for
purpose of computing lateral pressure.
h = distance in feet from ground surface to point of application of P.
P = applied lateral force, pounds.
S_1 = Allowable lateral soil -bearing pressure as set forth in Table §1819.6 based on a depth
of one-third the depth of embedment, pounds per square foot.
F = 2 (FBC 1819.6.1)
S3=FxSxD d=0.5A(1+[1+(4.36h/A)]Al/2)
S1=S3 A=2.34P/(S_1 b)
MULTIMATE) = 1278 Ib
TRIAL
F
S
d (ft)
FxS
b (ft)
P (Lb)
h (ft)
A
d (ft)
4.00
200.00
1 3.59 1
800 1
1.00 1
766.80 1
3.00
1.87
3.58
4.00
200
3.58
800
1.00
766.8
3.00
1.88
3.59
4.00
200
3.59
800
1.00
766.8
3.00
1.88
3.59
4.00
200
3.59
800
1.00
766.8
3.00
1.88
3.59
4.00
200
3.59
800
1.00
766.8
3.00
1.88
3.59
4.00
200
3.59
800
1.00
766.8
3.00
1.88
3.59
4.00
200
3.59
800
1.00
766.8
3.00
1.88
3.59
4.00
200
3.59
800
1.00
766.8
3.00
1.88
3.59
4.00
200
3.59
800
1.00
766.8
3.00
1.88
3.59
4.00
200
3.59
800
1.00
766.8
3.00
1.88
3.59
USE
CONCRETE FOOTING
b= 12"0 and d= 43"Deep
d= 43 in
z
h=
1
I
b= 12 in
11/12
CMILTON CUBAS, P.E., INC.
CONSULTING ENGINEER
Milton Cubas
1302 N.E. 125 ST. • North. Miami, Florida 33161
Phone: 305-891-4174 • Fax: 305-891-4175
E-mail: mcubas99@worldnet.att.net
Project:
Design:
LA ROMANA STONE CORP
Q
Subject:
Inspection:
FOOTING 18" DIAMETER
❑
Address:
Investigation:
SOUTH FLORIDA
❑
Sheet No:
Job No
Date:
Design By:
Reports:
5/22/2018
MF
ACCORDIGN TO FBC 2.017
POST EMBEDDED IN CONCRETE FOOTINGS IN EARTH
F.B.C. 1819.7.2.1 UNCONSTRAINED
b = diameter of round post or diagonal dimension of square post or footing, feet.
d = depth of embedment in earth in feet but not over 12 feet for
purpose of computing lateral pressure.
h = distance in feet from ground surface to point of application of P.
P = applied lateral force, pounds.
S_1 = Allowable lateral soil -bearing pressure as set forth in Table §1819.6 based on a depth
of one-third the depth of embedment, pounds per square foot.
F = 2 (FBC 1819.6.1)
S3=FxSxD d=0.5A{1+(1+(4.36h/A)]Al/2)
S1 = S3
P(ULTIMATE) = 1278 Ib
A=2.34P/(S_l b)
TRIAL
F
S
d (ft)
FxS
b (ft)
P (Lb)
h (ft)
A
d (ft)
4.00 1
200.00
1 3.05 1
800 1
1.50 1
766.80 1
3.00
1 1.47
3.05
4.00
200
3.05
800
1.50
766.8
3.00
1.47
3.05
4.00
200
3.05
800
1.50
766.8
3.00
1.47
3.05
4.00
200
3.05
800
1.50
766.8
3.00
1.47
3.05
4.00
200
3.05
800
1.50
766.8
3.00
1.47
3.05
4.00
200
3.05
800
1.50
766.8
3.00
1.47
3.05
4.00
200
3.05
800
1.50
766.8
3.00
1.47
3.05
4.00
200
3.05
800
1.50
766.8
3.00
1.47
3.05
4.00
200
3.05
800
1.50
766.8
3.00
1.47
3.05
4.00
200
3.05
800
1.50
766.8
3.00
1.47
3.05
USE
CONCRETE FOOTING
b = 18 " 0 and d = 37 " Deep
d= 37 in
M
iE
I
b= 18 in
12/12
CMILTON CUBAS, P.E., INC.
CONSULTING ENGINEER
Milton Cubes
1302 N.E. 125 ST. • North. Miami, Florida 33161
Phone: 305-891-4174 • Fax: 305-891-4175
E-mail: mcubas99@worldnet.att.net
Project:
Design:
LA ROMANA STONE CORP
0
Subject:
Inspection:
FOOTING 24" DIAMETER
11
Address:
Investigation:
SOUTH FLORIDA
Sheet No:
Job No
Date:
Design By:
Reports:
5/22/2018
MF
ACCORDIGN TO FBC 2.017
POST EMBEDDED IN CONCRETE FOOTINGS IN EARTH
F.B.C. 1819.7.2.1 UNCONSTRAINED
b = diameter of round post or diagonal dimension of square post or footing, feet.
d = depth of embedment in earth in feet but not over 12 feet for
purpose of computing lateral pressure.
h = distance in feet from ground surface to point of application of P.
P = applied lateral force, pounds.
S_1 = Allowable lateral soil -bearing pressure as set forth in Table §1819.6 based on a depth
of one-third the depth of embedment, pounds per square foot.
F = 2 (FBC 1819.6.1)
S3=FxSxD d=0.5A(1+[1+(4.36h/A)]^1/2}
S1=S3 A=2.34P/(S_l b)
P(ULTIMATE) = 1278 Ib
TRIAL
F
S
d (ft)
FxS
b (ft)
P (Lb)
h (ft)
A
d (ft)
4.00 1
200.00
1 2.72 1
800 1
2.00 1
766.80 1
3.00
1 1.24
2.72
4.00
200
2.72
800
2.00
766.8
3.00
1.24
2.72
4.00
200
2.72
800
2.00
766.8
3.00
1.24
2.72
4.00
200
2.72
800
2.00
766.8
3.00
1.24
2.72
4.00
200
2.72
800
2.00
766.8
3.00
1.24
2.72
4.00
200
2.72
800
2.00
766.8
3.00
1.24
2.72
4.00
200
2.72
800
2.00
766.8
3.00
1.24
2.72
4.00
200
2.72
800
2.00
766.8
3.00
1.24
2.72
4.00
200
2.72
800
2.00
766.8
3.00
1.24
2.72
4.00
200
2.72
800
2.00
766.8
3.00
1.24
2.72
USE
CONCRETE FOOTING
b = 24 " O and d = 33 " Deep
d= 33 in
P=
h=
b= 24 in
P05T CAP
OPTIONAL)
PANEL CAP
PANEL CAP
PANEL POST CAP PANEL
POST
FOUNDATION
GENERAL NOTES:
6'-0" HEIGHT FENCE
6'-0" O/C MAX.
OUR EXTENT OF LIABILITY IS LIMITED TO THE
AMOUNT OF THE ENGINEERING FEE.
Post
TOP VIEW
TEXTURE
1
ISOMETRIC
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT
SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER
THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF
THE BUILDING AND ITS COMPONENTS DURING ERECTION.
DESIGN LOADS:
THE STRUCTURAL FRAMING WAS DESIGNED USING THE FOLLOWING
SUPERIMPOSED LOADS. DESIGN WIND LOADS WERE DETERMINED IN
ACCORDANCE WITH F.B.0 2017, ASCE 7-10
WIND VELOCITY= 115 MPH EXPOSURE CATEGORY: C
IMPORTANCE FACTOR: 1.0 GCPI: +/- 0.00 Kd = 1.00
STRUCTURAL NOTES
1. THIS WALL SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE
BUILDING CODE 2017.
2. CONCRETE STRENGTH SHALL BE A MINIMUM OF 5,000 PSI REGULAR WEIGHT
NOT GREATER THAN 0.4 W/C
3. REBAR CONFORMS TO A.S.T.M. A615, GRADE 60.
4. POST SHALL BE SET AT 6'-0" O/C.
5. CONCRETE COVER ACCORDING WITH ACI 318-14:
CONCRETE EXPOSED TO EARTH OR WEATHER:
WALL PANELS ............................ 3/4"
OTHER MEMBERS ................... 1 1/4"
FLORIDA
6"
1 7/8"
1" 1 2 111 //4" 6"
Vie:. I
4#5 1 7/8"
INTERMEDIATE POST
@ 6'-0" O/C MAX.
6"
1: 1 7/8"
1 2 1 /4" 6"
= 12" , 14" OR 18"
;ECTION A/S-1
SC_ N.T.S.
ON SCHEDULE
D
H
43"
6'-0"
37"
6'-0"
33"
6'-0"
OUT
IN
I Z
J w
W
la
a
PANEL CAP
(OPTIONAL)
+: 61-011
W
Z
W
0
to
_
o
GRADE
a *
\\
X
�
DEE\
a
a
\
/ yk-Z
DIAMET
SECTION
R \/
B-B
6" ir
T POST L POST END POST
NOTE: - DESIGN LIMITED TO CONCRETE PRECAST FENCE
- ANY CORRECTIONS, INK MARKS, WHITE OUT OR
WILL VOID THESE DRAWINGS AND CALCULATIOP
REVISIONS
NO DATE DESCRIPTION
U
Z_ Lo
L
W m m E
a
W rn mo c
a �F-10
Xg �E
LU
ccm—
Q
m n Lzu
W N NC a
V (! NVga)E
OD
Z z ="ice
O t a wo<
5 U O "m
J_ fn ZWW
Z
O O
x
a
u
a:
O}
M
N
w 00 00
—r'
Z W M
I <
co LL
N
t0
QQ`�'
o C) Z
�n x
cr a
M
DA
24-18
CALE
AS SHOWN o
DESIGNED Y
w M.F. w
U
A.G.
S.1
K-ONS,
SHEET 1 OF 1
SURVEY ENGINEERING CORPORATION
MAP 4F BOUNDARY SURVEY L.B. N0. OU06735
4001 9HERIDIANIAN ST. SUITE E10
Ia HOLLYWOOD. FLORIDA 330E1
DATE Or SURVEY SEPTEMBIR 10. IDO?
DRAWING NUMBIR 97-1332
LEGAL DESCRIPTION:
LOT 17 AND THE WEST ONE-HALF Or LOT 15, BLOCK 4. AN AMENDED PLAT OF MIAMI SHORES SECTION No. 1, ACCORDING TO THE PLAT THEREOF,
AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA.
SAID LANDS LYING AND BRING 1N THE VILLAGE OF MIAMI SHORES, BADE COUNTrFLWO1PROPERTY ADDRESS: 45 NE 94th ST. MIAMI SHORES, FLORI138
r 25 10 S 0 _ 30 1 60
_i m
130.00'R
f 4Q
/4" IPF
(NO ID}
1 IN CONC
FC(5.20'1
0
_J ' ,
3/4" IPF
(NO ID)
LOT I '
1ILK 4 code
DJ11YY
4' CLY
F,* I
T_
WALL
FC(O.4I'E)-
100.00'R/M
9/4" IPF
(NO ID)
N
�
10.5' ASPH
4.
0?130 _ ><
LOT 17
14.??
SW
h
24.45'
� I
n
I STY
CBS RES
#45
®pipiQ`
3/4" IPF
F.c
(NO l0)
I'
25.00'
18 pey
LOT 18
I
i
I
I
4' CBS
�L
I
I
I
I
4' CLF
I
�% I
til
I
I
Y
i
I
I
I
a' csa
I
WALL
10.14'
rC(O.II'W)
o
I
I
pOp
"7
1
srk?a
25,00'R
SIT 6/6"
_ J
IR
ASPH 11 7' PKWY
ifJ
.16' n
_NE 94th_ ST_
76.00' R/W
20.50' ASPH
SURVEY NOTES:
I. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THE SURVEYOR FOR RIGHT OF WAY AND/OR EASEMENTS OF RECORD.
'L. THIS SK6?Cll REFLECTS ALL EASEMENTS AND RIGHTS OF WAY AS SHOWN ON THE REFERENCED RECORD FLAT. -
3. SEE OTHER SIDE FOR LEGEND.
4. UNDERGROUND PHYSICAL USES AND/OR FOUNDATIONS NOT LOCATED UK SHOWN
5. ANGLES HEREON HEFER TO FIELD CONDITIONS
AND ARE BASED ON THE CENTERLINE OF NE 04th ST.
6. ELEVATIONS SHOWN HEREON (IF APPLICABLY) RRFER TO N.G.V.D. 1020 AND
ARE BASED ON BENCH MARKS PROVIDED BY DADE COUNTY ENGINEERING DEPT.
7. THIS BOUNDARY SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPYR,
0. LEGAL DESCRIPTION PROVIDED BY TRANS -STATE TITLE INSURANCE CORP.
0. OWNERSHIP OF FENCES ARE UNKNOWN.
CERTIFY TC: AIMEE SANTOS
HOME SAVINGS OF AMIRICA, FSB, ITS SUCCESSORS
AND/OR ASSIGNS, AS THEIR 1NTRRRSTS MAY APPEAR,
TRANS -STATE TITLE INSURANCE CORP.
ATTORNEY'$ TITLE INSURANCE FUND. INC.
CERTIFICATE:
1 HERESY CERTIFY THAT THE BOUNDARY SURVEY HERON IS TRUE AND CORRECT TO THE BEST OF. MY KNOWLEDGE
AND BELIEF AS SURVEYED UNDER MY DIRECTION ON SEPTRMRER 10, 1007. 1 FURTHER CERTIFY THAT THIS SURVEY
MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN RULE 6l G 17-6, ADOPTED BY T11I FLORIDA BOARD
OF LAND SURVEYORS, PURSUANT TO FLORIDA STATUTE 427.0?7. THERE ARE NO ABOVE GROUND APPARENT USES
U'THEH THAN SHOWN HEREON.
DRAWN BY':
DATE DRAWN:
SCALE 1'.30'
SHEET 1 OF 1
L.D.
9/10/D7
FIRM ZONE
BASE FLOOD ELEV.
LOWEST FLOOR
GARAGK
X
N/A
N/A
N/A
COMMUNITY NO.
PANEL NO.
SUFFIX
DATE OF FIRM INDEX
IkOtlbk
0093
J'
I MARCH 1094
JAMES
F'LORID CCENSE No. 4360
DATE:" `
R
24" 1 33"' 6'-0"