FW-13-2815Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-217943 Permit Number: FW -12-13-2815
Scheduled Inspection Date: January 16, 2015 Permit Type: Fence/Wall
Inspector: Rodriguez, Jorge Inspection Type: Final
Owner: TORO JTRS, LUIS
Job Address: 1270 NE 98 Street
Miami Shores, FL 33138 -
Project: <NONE>
Work Classification: WoodFence
Phone Number (305)733-3821
Parcel Number 1132050090310
Contractor: REGOSA ENGINEERING SERVICES INC Phone: (786)262-2964
Building Department Comments
Replacement of wood fence on both sides of the property ------
and
_..___and on the rear. also building a new wood deck. INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-217904. CREATED AS
REINSPECTION FOR INSP-204645. Fence should be a maximum of 5'
ML high.
Fence final fail, should be 5' max.. Gates missing
Failed
Correction ❑
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
January 15, 2015 For Inspections please call: (305)762-4949 Page 4 of 24
� I'y- 6-t'114150-- Miami Shores Village
BUILUIN(;
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: ' vl
LUR3
FBC 20 I
Permit No. '�t
Master Permit No.,'��
1 Q00FING
City: Miami Shores County: Miami Dade —Zip:�13
Folio/Parcel#: _ '�✓ '—� /
Is the Building Historically Designated: Yes
NO
Flood Zone:
OWNER: Name (Fee Simple Titleholder): �Ap LA py�e� ��tac.�_ � �Q W Phone#:1!?(a
Address:
City: ` � State: L Z)4 Zip: '3-
Tenant/Lessee
Tenant/Lessee Name: Phone#: 16C Z.SS 4 LS
Email: �c C3 �' ' (rte �� `, 3! , fir,-.
'154 815 146 IS
CONTRACTOR: Company Name:✓S Qi Clt, G d �✓t Z7 Q NCS+ Phone#: LS 3 L �
Address: 1 L
City: ^ y ' State: L Zip: (a 7—
Qualifier Name: O '� Phone#: , ig c 2SS 13 3
State Certification or Regisctrrattiion #: C7�.. C�E7$�� � Certificate of Competency #:
Contact Phone#: tii'
Email Address: o h'' i r''�rCNI dpi Fs fl G
DESIGNER: Architect/Engineer: - - - -- Phone#:
2�
Value of Work for this Permit: $ Square/Linear Footage of Work: 3
Type of Work: ❑Addition ` OAheration ❑New Zkepair/Replace ❑Demolition
Color thru tile:
Ce = Zi�O • c.J
Submittal Fee $ Permit Fee CCF $ CO/CC $
Scanning Fee $
Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
DBPR $ Bond
Technology Fee $
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
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 rtgt be approved and a reinspectionlAe will be charged.
Signature Signature
Owner or Agent<7
ontra for
The foregoing instrument was acknowledged before me this 14, , The foregoing instrument was acknowledged before me this I�
day of- , 0 13 , by � �,j'` d'� y . �'o v . day of c �... QC 1, 201 by W 5 141, l'c .
who is personally known to me or who has produced `�'-I— L!,' 1 who is personally known tome or who has produced %
As identification and who did take an oath. as identification and who did take an oath.
NOTARY
NOTARY
Sign: u _"� Sign: J11V1JW
}
Print: R . �i� Print:
My Commission ii111 ,My Exp' 1 B qtr
EIJOI
Commission # DD 969514
Commission # DD 969514 #a'
s
+� MY Commission Expires '����r` MY Commission Expires
p� �March 09
/�
APPROVED BY Ilans Examiner m g
`
t ' /
r 1 Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
STATE OF FLORIDA
h-
CONSTRUCTION t BOARD #
1940
, NORTH# -' i
VWMIS TALLAHASSEE FL ..
-0783
VELE, GCiSTAVO DANIEL
REGOSA ENGINEERING SERVICES INC
15700 NE 2 AVENUE
MIAMI FL 33162
*02184
aft
.@ tState of Florida
-THIS IS NOT 00 NOT PAY
5514117
NAME/Lop"ON RECEIPT NO.
REGOSA
t / St 5 St 66 9 5813960
1'i
EXPIRES
SEPTEMBER 30, 201
Must be displayed at place of business
Pursuant to County Cade
Chapter BA - Art. 9 & 10
SEC. TYPE OF BUSINESS OWNERF'AYAltEN7 RECEIVED
REGOSA ENGINEERING SERVICES INC 196 GENERAL. BUILDING CONTRACTOR BY TAX COLLECTOR
Worker(s) 3 CGC1508952 545,00 07/10/2013
TXHS 1— l 3-021229
This Local BusinessTax Receipt only confirms payment of the Local Business Tax, The Receipt is not a license,
persalt or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or
narffovsrnmental regulatory lags and requirements which apply to the business.
The RECEIPT NO, above must be displayed on all commercial vehicles- Miami -Dade Code Sec 91a--276.
For more information. visit WwniAm Aftd gev xcIter
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD SEWL12072200136 G
LICEI�`SE NSR
114507 CGC1.508952
TRACTOR
Named below IS CERTIFIED
Under the provisions of Chapter 489 FS.
Expiration rat on date: AUG 31, 2014
VELEZ, GUSTAVO DANIEL
REGOSA ENGINEERING SERVICES INC
10$0 SE STH STREET
SUITE
HIALEAH FL 33010
RICK SCOTT KEN LAWSON
GOVERNOR SECRETARY
DISPLAY AS REQUIRED BY LAW
A0 -
w
- ---------- --- - --- --------------- --- --- - - ------
ACORD. CERTIFICATE OF LIABILITY INSURANCE 10/18/2013
ZRTE , -�ri 17 -------
CERTIFICATE 19 ISSUED AS A MATTER OF INFORINATIOW1
'
BEST RATE INSURANCE AGENCY
LY NCONFERS O P fGHTS UPON THE CERTIFICATE 'I
ONANS
8600 NW 17 STREET, SUITE IL70
PHOLDER. "HIS CERTIFICATE DOES NOT ANI END, EXTEND OR
DORAL FL 33126
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, I
- ---------- --- ------- ----- --- ------------ -
PH:(866)6160065 FAX:(305)403-0801
1
NSURERS AFFORDING COVERAGE NAIC #
- - - ------- -- ----- -
BRIDGEFIELD EMPLOYERS INS CO, 10701
REGOSA ENGINEERING SERVICE INC.
PREFERED CONTRACTORS CO REG LLC 12497
1050 BE 5 STREET, BAY 9
PROGRESSIVE AMERICAN INS CO, 24252
HIALEAH FL 33010
COVERAGES
P
---,,--,,,i -'E-l-T 'A
Af-!"A �,i A
-
10, EXPIR41 ON'
m �T U
- - --------------- --- -- - ------- - ------------------
GENERPIk' UAP -1-11'
- - -Y ----------------- -- ........... ----4
1,000,000 j
50,000
PC 83837-02
06/1-3/2013 06/13/2014 5,000
B
1,000,000
x
2,000,000
1,000,000
---- ------- -- -
x
--- --- - ------------------- ------------- --------- - - ------------- - - ----------------
500,000
IL
01673815-0
06/13/2013 06/113/2014
�c
AV
- --- --------- - - - - -------- --------- . ..... ............... — - -- — ------------- ----- -
--- - -- - -
------- ------------- -------- ---------
--- - -------------- ---- --------------------------- -------- -
U0 , 040
!A 0830-50966
5/22/2013 5/22/2014
'000f000ll
—
11000,000
- ---- -------- ---------- — - - --- -------------------
-,- X 6, "N 51
--------- --- ------- ................... - --i --- --- - --------- - -----
Will -41 SHORES VILLAGE
BUILDING DEPARTMENT
10050 HE 2 AVE
MIAMI SHORES VILLAGE FL 33138
26 J2001108)
CANCELLATION
--- - --------------- 11--�Ill""I",-----------------�,,� - - - ---------- -
30
D
D,-1,A,EkTA A1,01lSo,
------------------ ....... ------- ----
,:� AWORD CORPORATION 1998
Mission:
To protect, promc te & improve the health
of all people in FI rids through integrated
state, county & cc mmunity efforts.
Regosa E gineering Services Inc
1930 NE 47 Terrace
Miami, F 33181
Vision: To be the Healthiest State in the Nation
Rick Scott
Governor
John H. Armstrong, MD, FACS
State Surgeon General & Secretary
February 24, 2014
RE: Modi ication to a Single Family Residence - No Bedroom Addition
Applicati n Document Number: AP1133412
Centrax ermit Number: 13 -SC -1517320
1270 NE 8 Street
Miami, F 33138
Lot: 3,4 lock: 3 Subdivision: Earleton Shores
Dear Applicant,
This will a knowledge receipt of a floor plan and site plan on 01/24/2014 for the use of the existing
onsite se age treatment and disposal system located on the above referenced property. Propose
interior remodeling, enlargement of pool deck, existing master and cabana bathrooms to be
remodele J.
No objec ion letter was issued by C. Icaza on 02/24/14.
This office has reviewed and verified the floor plan and site plan you submitted, for the proposed
remodeling addition or modification to your single-family home. Based on the information you
provided, the Health Department concludes that the proposed remodeling addition or modification is
not adding a bedroom and that it does not appear to cover any part of the existing system or
encroach on the required setback or unobstructed area. No existing system inspection or evaluation
and assessment, or modification, replacement, or upgrade authorization is required.
Because an inspection or evaluation of the existing septic system was not conducted, the Department
cannot a est to the existing system's current condition, size, or adequacy to serve the proposed use.
You may request a voluntary inspection and assessment of your system from a licensed septic tank
contract r or plumber, or a person certified under section 381.0101, Florida Statutes.
If you
Florida
in Dade G
PHONE:
any questions, please call our office at (305) 623-3500.
- - , Florida
623-3500
of Health
Sincer y,
Cal' za
Engineer III
Department of Health in Dade County
www.FloridasHealth.com
TWITTER:HealthyFLA
FAC EBOOK: FLDepartmentofHeafth
YOUTUBE: fldoh
ALIOSKAR GANEM, P.E.
Lic. # 74745
m
2801 NE 183rd ST UNIT 504
Aventura — Florida 33160
....
Phone (786) 487-4401 Fax (305) 848-9318
alioskar@hotmail.com
COVER SHEET
DATE: December 13, 2013
PROJECT: NEW DECK AND FENCE
ADDRESS: 1270 NE 98th ST
Miami Shores, FL. 33138
CLIENT:
DESIGN BY: AG
PAGE i/13
This computation book contains manual and computerized structural calculations, certain printed
manufacturer's data and Computation pages are numbered 1 thru 13. 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 i
parallel manual computations. The sign and seal provided herein are meant to
sheets pages 1 through 13
F.
r
. .
....
......
......
....
......
.... %
This computation book contains manual and computerized structural calculations, certain printed
manufacturer's data and Computation pages are numbered 1 thru 13. 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 i
parallel manual computations. The sign and seal provided herein are meant to
sheets pages 1 through 13
F.
r
PAGE '713
INDEX
DESCRIPTION PAGE
WOOD DECK DESIGN
Wind Design
1
Wood Joist Design
5
Wood Girder Design
6
Girder Connection Design
7
Post Foundation Design
8
0000
WOOD FENCE
. .
0000
0000..
DESIGN
0000..
0000
0000..
0000..
0000..
0000
0000
. .
Wind Design
'9
0000
00:0
0000.0
. 0.
0000.
0.
Wood Fence Design
00 ..
11
0000
0000..
•
000000
0
. .
. .'
0000.0
Pole Foundation Design
13
:""
0 �0
:0000:
.. .
.000
. .
1/13
MECAWind Version 2.1.0.6 per ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaer,terprises.com
Date 12/12/2013
Project No.
Company Name : ALIOSKAR GANEM PE
Designed By AG FL 74745
Address 2801 NE 183rd ST
Description
City : AVENTURA
Customer Name
State FL.
Proj Location
File Location: C:\PROJECTS\JOSE VALERO\1270 NE
98th ST MIAMI SHORES WOOD DECK\CALCS\WIND.wnd
Directional Procedure All Heights Building (Ch 27 Part 1)
All pressures shown are based upon STRENGTH Design, with a Load Factor of 1
Basic Wind Speed(V) =
175.00 mph
Structural Category =
II
Exposure Category
= D
Natural Frequency =
N/A
Flexible Structure
= No
Importance Factor =
1.00
Kd Directional Factor
= 0.85
Damping Ratio (beta) =
0.01
Alpha =
11.50
Zg
= 700.00 ft
At =
0.09
Bt
= 1.07
Am =
0.11
Bm
= 0.80
Cc =
0.15
1
= 650.00 ft
Epsilon =
0.13
Zmin
= 7.00 ft
Slope of Roof =
4.2 : 12
Slope of Roof(Theta)
= 19.29 Deg
Ht: Mean Roof Ht =
11.50 ft
Type of Roof
= Gabled
RHt: Ridge Ht =
15.00 ft
Eht: Eave Height
= 8.00 ft
OH: Roof Overhang at Eave=
.00 ft
Roof Area
= 2034.00 ftp
2
Bldg Length Along Ridge =
48.00 ft
Bldg Width Across
Ridge= 40.00 ft
Gust Factor Category I Rigid Structures -
Simplified Method
.•'�•.
Gustl: For Rigid Structures (Nat. Freq.>1
Hz) use 0.85
4 (1085 0600
6606:'
•• • 666•
i
Gust Factor Category II Rigid Structures
- Complete Analysis
•••:•• 0000
0000••
Zm: 0.6*Ht
=000•T+00 ft •
0••••0
lzm: Cc*(33/Zm)�0.167
=0.0P.19 0000
• •
Lzm: 1*(Zm/33)^Epsilon
• 0 6 •
=.6.39.47 ft*•*•
*0006
Q: (1/(1+0.63*((B+Ht)/Lzm)"0.63))�'0.5
=aooeG.93 6 66
**:666
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm))
=*0000,089 6.000'
066060
Gust Factor Summary
:00:0:
••
•
Not a Flexible Structure use the Lessor of Gustl or Gust2
0.85 :•0•:0
0.6006
• • *
• *
• • •
0600**
Table 26.11-1 Internal Pressure Coefficients for Buildings,
GCpi'6 0 ;666
0 •
GCPi Internal Pressure
Coefficient
000
= +/-0.18 0
Figure 27.4-1 External Pressure Coefficients
Cp - Loads on Main Wind -Force Resisting Systems
L'
2/13
B
Kh: 2.01*(Ht/Zg)^(2/Alpha) = 1.03
Kht: Topographic Factor (Figure 6-4) = 1.00 0000
Qh: .00256*(V)�2*I*Kh*Kht*Kd =„ 68,65 p6%069*
Cpww: Windward Wall Cp(Ref Fig 6-6) =6„0.'30 •pee
Roof Area=•.J��..00 x%1:.2
Reduction Factor based on Roof Area- 40.80
-00.00• •
FRS -Wall Pressures for Wind Normal to 48 ft wall (Normal to Rjhnlo 6"t'6
0000 0000
Wall CP Pressure Pressure 0000•• . ••
+GCpi (psf) -GCpi (psf) •.�.•� �•i.•�
----------- ---- ----------------------------
Leeward Wall -0.50 -41.54 -16.82 :**:a: ••
Side Walls -0.70 -53.21 -28.49 i•••i•
Wall Elev Kz Kzt qz Press Press Total �*0 0 0000
ftCP sf +GCpi -GCpi + i /-GC i
P - P 0000
---------------- ------ ----- ----- ------- ------- ------- ---------
Windward 15.00 1.03 1.00 68.65 34.33 59.04 75.86
Note: 1) Total = Leeward GCPi + Windward GCPi
Roof
Location
Cp
+GCpi(psf)
-GCpi(psf)
-----------------------
Windward
- Min Cp
-------
-0.35
----------
-32.78
----------
-8.07
Windward
- Max Cp
0.14
-4.19
20.53
Leeward Perp
to Ridge
-0.59
-46.79
-22.07
Overhang
Top (Windward)
-0.35
-20.42
-20.42
Overhang
Top (Leeward)
-0.59
-34.43
-34.43
Overhang
(Windward only)
0.80
46.69
46.69
MWFRS-Wall Pressures for Wind Normal to 40 ft wall (Along Ridge)
Wall Cp
--------------- ------
Leeward Wall -0.46
Pressure Pressure
+GCpi (psf) -GCpi (psf)
----------------------
-39.20 -14.49
0000.•
•
•
•
••••••
s •
0000•.
0000•
•
0000•
•.••••
•
•
•
..••.0
•6000•
• •
Side Walls -0.70 -53.21 -28.49
Wall Elev Kz Kzt qz Press Press Total
ft psf +GCpi -GCpi +/-GCpi
---------------- ------ ----- ----- ------- ------- ------- ---------
Windward 15.00 1.03 1.00 68.65 34.33 59.04 73.53
Note: 1) Total = Leeward GCPi + Windward GCPi
Roof - Dist from Windward Edge Cp Pressure Pressure
+GCpi(psf)-GCpi(psf)
--------------------------------- ------ ---------- ----------
0.0 ft to 5.8 ft -0.90 -64.88 -40.16
5.8 ft to 11.5 ft -0.90 -64.88 -40.16
11.5 ft to 23.0 ft -0.50 -41.54 -16.82
23.0 ft to 48.0 ft -0.30 -29.86 -5.15
0191
0000
• •
0000
0000••
•• •
0000
•
0000••
0000
0000••
•
0000••
•
• •
0000••
0000
0000
• •
0000
0000
0000•
0000••
• ••
0000•
•• ••
0000
0000••
•
0000••
•
•
• •
• •
0000••
•000.0
• •
•
•
• • •
00000•
00 •
0000
• •
MECAWind
Version 2.1.0.6
ASCE
7-10
Developed by MECA Enterprises,
Inc. Copyright 2013
www. mecaentexpz-ises.corr
Date 12/12/2013
Project No.
Design, with a Load Factor
of 1
Company Name ALIOSKAR GANEM PE
Designed By
AG FL 74745
Coefficient Zone "a'
Address 2801 NE 183rd ST
Description
Description
City AVENTURA
Customer Name
Area Zone
Max
State : FL.
Proj Location
'•0990
••••••
File Location: C:\PROJECTS\JOSE VALERO\1270 NE 98th ST MIAMI SHORES WOOD DECK\CALCS\WIND.wnd
ft
ft
L
1jI_
GCp
psf '•Hs'f:
Roof not
L
I 1
••,,,
•ass
•
••••••
J 1 f
ho
�t
1
I 1 I
t
)
t
1
21,
112
2 2' 1 112
FLOOR JOIST
0.50
I
1 1 I
i
-1.70
1
I 1 t
+"'�
FLOOR JOIST
!
1 1
1.3 3
0.50
-2.60
I t
C V!�r
aY`
?'
i i � �
Gable Roof 7 < 0 -= 45`
4/13
Wind Pressure
on Components and
Cladding
(Ch 30 Part 1)
All pressures shown are
based upon
STRENGTH
Design, with a Load Factor
of 1
Width
of Pressure
Coefficient Zone "a'
= 4 ft
••••
Description
Width
Span
Area Zone
Max
Min
Max P • Mia P
'•0990
••••••
ft
ft
ft'2
GCp
GCp
psf '•Hs'f:
------------------------------------------------------------------71i�7/3i--
••,,,
•ass
•
••••••
FLOOR JOIST
0.50
2.00
1.3 1
0.50
-0.90
46.69,,]=4,15
•
FLOOR JOIST
0.50
2.00
1.3 2
0.50
-1.70
46.69 -129.07
+"'�
FLOOR JOIST
0.50
2.00
1.3 3
0.50
-2.60
.46.699-190.86
�•��
s
JOIST
2.00
4.17
8.3 1
0.50
-0.90
46.69 '-'14.15
" '•
"�•'•
JOIST
2.00
4.17
8.3 2
0.50
-1.70
46.69'--';29:07
; "•
" "'
JOIST
2.00
4.17
8.3 3
0.50
-2.60
46.6901198.86
so**
" "'•
GIRDER
4.17
4.67
19.5 1
0.44
-0.87
42.71-92916
•
•�
GIRDER
4.17
4.67
19.5 2
0.44
-1.56
42.71:-119:13
• •
•••,:a
GIRDER
4.17
4.67
19.5 3
0.44
-2.43
42.71,-17Py.94
����"
•
•
Khcc:Comp. & Clad. Table 6-3
Case 1
= 1.03
Qhcc:.00256*V"2*Khcc*Kht*Kd
= 68.65 psf
5/13
LOADS BASED ON NDS 2005 & ASCE 7-10
DL =
15.00 psf DL =
9.00 psf
+ LL =
60.00 psf 0.6 UPLIFT =
-78.00 psf
U L =
75.00 psf U L =
-69.00 psf
U L (WL 1.33 REDUCTION) _
-69.00 psf
Ltributa =
0.50 ft Wmax =
37.50 #/ft
WOOD BENDING AND DEFLECTION
DEFLECTION
L =
4.50 ft
W max =
37.50 */ft
b =
5.50 in
d =
1.50 in
.•.•
Fb =
1,000.00 psi CD=1.0
`••••`
""'
E =
1.60E+06 psi
...... ....
.....
`
I =
1.55 in4
.... ....
( DL + LL ) A =
0.14 in
...... . ..
.....
DL+LLL/240,&perm=
0.23 in, FBC 1610.1
.... ....
` `
.....
Lmax=
5.27 ft. Allowable for deflection to DL�+ U. ;•.•;.
••
••••�
( LL ) 0 =
0.11 in
LL_*L/360,&perm=
0.15 in, FBC 1610.1
Lmax =
4.96 ft. Allowable for deflection to LL.
0
<_, OK 0 erm
BENDING
Mmax =
94.92 # - ft VGRAVITY =
168.75 # - ft
S =
1.14 in VNET UPLIFT =
77.63 # - ft
Sx =
2.06 in
S
<_, OK Sx
Lmax =
6.06 ft. Allowable for bending
USE WOOD
I JOIST (1) 6 X 2 @
6 in O/C
6/13
GIRDER DESIGN
LOADS BASED ON NDS 2005 & ASCE 7-10
DL =
15.00 psf DL =
9.00 psf
+ LL =
60.00 psf 0.6 UPLIFT =
-72.00 psf
U L =
75.00 psf U L =
-63.00 psf
U L (WL 1.33 REDUCTION) —
-63.00 psf
Ltributa =
4.50 ft Wmax =
337.50 #/ft
WOOD BENDING AND DEFLECTION
DEFLECTION
L =
4.50 ft
Wmax =
337.50%
b =
3.00 in
d =
7.50 in
.w.Y
• •
Fb =
1,200.00 psi CD=1.0
E=
1.60E+06 psi
,..•.w .•:•
••••�
I =
105.47 in4
..�:.,
•
( DL + LL ) A =
0.02 in
DL+LL—*L/240 Aperm=
0.23 in, FBC 1610.1
•909 ' •
•
Lmax =
10.36 ft. Allowable for deflection to DL-+ LL. ;...;.
• • ••
•
(LL)0=
0.01 in
LL—>L/360 Aperm=
0.15 in, FBC 1610.1
Lmax =
9.75 ft. Allowable for deflection to LL.
0
<_, OK 0 erm
BENDING
Mmax =
854.30 # - ft VGRAVITY =
168.75 # - ft
S =
8.54 i n 3 VNET UPLIFT =
637.88 # - ft
Sx =
28.13 in
S
<_, OK Sx
Lmax =
8.16 ft. Allowable for bending
USE WOOD
I JOIST (2) 2 X 8 @
SUPPORT
9/13
ECAWind Version 2.1.0.6 per ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright 2014 www. mecaen..t:erpr.iseS.CCX
Date 4/8/2014 Project No.
Company Name ALIOSKAR GANEM PE Designed By AG FL 74745
Address 2801 NE 183rd ST Description
City AVENTURA Customer Name :
State FL. Proj Location
File Location: \\P -C P.GO\Users\mann 000\L'.ucaments\,1"ROa:]iTI'S'•, Ci'iS VALERO\1270 NE 98th ST MIAMI SHORES WOOD DECK
\CALLS\WIND FENCE. wnd
Other Structures & Building Appurtances MWFRS (Ch 29)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Basic Wind Speed(V)
= 115.00 mph
(Nat. Freq.>1
Hz) use 0.85 =
Structural Category
= II
Exposure Category =
D
Natural Frequency
= N/A
Flexible Structure =
No
Importance Factor
= 1.00
Kd Directional Factor =
0.85
Damping Ratio (beta)
= 0.01
7.00
ft
Alpha
= 11.50
Zg =
700.00 ft
At
= 0.09
Bt =
1.07
Am
= 0.11
Bm =
0.80
Cc
= 0.15
1 =
650.00 ft
Epsilon
= 0.13
zmin
= 7.00 ft
Gust Factor Category I Rigid Structures - Simplified Method
Gustl:
For Rigid Structures
(Nat. Freq.>1
Hz) use 0.85 =
0.85
Gust Factor
Category II Rigid
Structures -
Complete Analysis
Zm:
0.6*Ht
=
7.00
ft
lzm:
Cc*(33/Zm)"0.167
=
0.19
Lzm:
1*(Zm/33)'Epsilon
=
535.47
ft
Q:
(1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5
=
0.98
Gust2:
0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm))
=
0.91
Gust Factor Summary
Not a Flexible
Structure use
the Lessor of
Gustl or Gust2 =
0.85
Design Wind
Pressure -
other Structures
00.0
Elev
Kz Kzt
qz
W_Pres_Cf( 1.49)0000
0000:0
ft
psf
psf
•06. 0
••••
00
-------
-------
5.00
1.03 1.00
17.789
22.53
000000
0
:0000:
Note: W_
Pres is Wind Pressure
based on Cf{Force Coefficient}
0000
0 •
0000
0 •
• •
0000.
_Cf
0000
000
0 •
00
0000•
0000••
0
0
Figure
29.4-1: Wind Loads for
Solid Signs
& Freestanding Walls
.•�••�
� 0
0000
'"0:�
0000••
•
• • •
� 0
00.00•
0000.•
0 •
•
•
0000••
•
•00.• 0
0000
•
10/13
Cf - Force Coefficient = 1.49
Rd - Reduction Factor (1-(1-E)A1.5) = 1.00
Kz = 1.03
Kzt = 1.00
Qz = 17.789 psf
Wind Pressure at Elevation 5 ft = 22.529 psf
Notes: 1) Signs with openings comprising < 30% of gross area are considered solid
signs
2) Force Coefficients for solid signs with openings shall be multiplied by Rd
3) Case C only applies when Bs >= 2
••••••
••••
•
•••• •
••••
••
•
••••••
••••
••••••
••••••
• •
••••
••••••
• • •
•
••••••
11/13
WOOD PICKETS DESIGN BASED ON NDS 2005
WIND PRESSURE = 23 psf (ASD)
THICK. PICKETS - 0.5 In
WIDTH PICKETS = 5.5 in W (Lb /ft) = 10.54
Cd = 1.
W = WIND PRESSURE x WIDTH PICKETS w. L (ft) = 4
W= 10.54 Lb ft
0
USE
L (spam) = 4 ft
M= WxL2
M = 253.00 Lb - in
S= M
Fb = 1.25 Ksi
S = 253.00 Lb - in
2,000 psi
S = 0.13 in3 < Sx, ok
V= WxL
2
V = 21.08
Lb:.. -O:
999999
9999..
999
9 •
9999
9999..
9
9• .
999999
9 9
CD = 1.6 due to Wind
Sx = 0.23 in3
WOOD POST SOUTHERN PINE No 2
6 X 1 SDS (Sx=0.23in3)
9999
9999
9999
9999
9999
9999
9999..
9999
9999..
9999..
9999..
9999.
9999.
9999..
9999..
9999..
WOOD POST DESIGN BASED ON NDS 2005
WIND PRESSURE= 23 psf (ASD)
Tributary Width = 4 ft
Cd = 1.6
W = WIND PRESSURE x TRIG. WIDTH
W ( LOAD )= 92.00 Lb / ft
L (SPAM) = 5 ft
US
Width = 3.50 in
Depth = 3.50 in
M= WxL2
2
M = 13800.00 Lb - in
S= M
F'b
Fb = 1.5 Ksi
W (LOAD)
12/13
L (SPAM)
P (TOTAL)= M
(L/2
*)
0000
•r••0•
y Y
•
•
y
P(TOT46).-0.. 460.Q 1•b
.....
•
•
*000 r•s•
r •
• • •.•ss•
•s.••
0000
y •
. yy
•w•s•
0 •
0000••
• •
0000 0000
• •
S = 5.75 in3 < Sx, ok SX = --•1.15 in3
S = 13800.00 Lb - in
2,400 psi CD = 1.6 due to Wind
- WOOD POST SOUTHERN PINE No 2
4 X 4 SDS (Sx=7.15in3)
13/13
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_1 b)
USE
CONCRETE FOOTING
b = 18110 and d = 37 " Deep
d= 37 in
• • e
0000••
P ; .4X6i.b
0000
••000•
• •
h :;.ADA
•00
•
•••
0000••
•
0000
•
••
0000••
•
0000••
100•••
0
•
1•00.0
1
••
**:006
• •
0000
0000••
a�
•
•
•
•
20..
3..fj,
420
5 a „4611:00
;2,0 .
1.62
3.06
2.10
200
3.06
420
1.50
460
2.50
1.67
3.13
2.10
200
3.13
420
1.50
460
2.50
1.64
3.08
2.10
200
3.08
420
1.50
460
2.50
1.66
3.12
2.10
200
3.12
420
1.50
460
2.50
1.65
3.09
2.10
200
3.09
420
1.50
460
2.50
1.66
3.11
2.10
200
3.11
420
1.50
460
2.50
1.65
3.10
2.10
200
3.10
420
1.50
460
2.50
1.65
3.11
2.10
200
3.11
420
1.50
460
2.50
1.65
3.10
2.10
200
3.10
420
1.50
460
2.50
1.65
3.10
USE
CONCRETE FOOTING
b = 18110 and d = 37 " Deep
d= 37 in
• • e
0000••
P ; .4X6i.b
0000
••000•
• •
h :;.ADA
•00
•
•••
0000••
•
0000
•
••
0000••
•
0000••
100•••
0
•
1•00.0
1
••
**:006
• •
0000
0000••
•
•
•
•
.
0000••
0000•
•
0000•.
•0.0
. •
000