FW-10-835511i11-o *(56k
Sk,k koR
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle): (Building) Electrical
Owner's Name (Fee S' le Titleholder)
Owner's Address " C- q g 5
City M ° 5 ke
Tenant/Lessee Name Phone #
Job Address (where the work is being done) $ A i - CiS
City Miami Shores Village
Is Building Historically Designated YES NO
Contractor's Company Name C � 'I SA i2.74.ku2 Phone #
Contractor's Address S 2- Ck �
���
City State Zip d "
Qualifier Cte el., L) 4
$ Value of Work For this Permit V "I / 0 -
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
State Zip 53 ,3 #
Architect/Engineer's Name (if applicable) Phone if
Type of Work: ❑Addition teration New
Describe Work: U \ J AA v _
********** ******************Fees******************************
********* *********** * * * * * * *Fees* * * * ** ** * * * * **** *** *** ** *** **
Submittal Fee$( Permit Fee $ 120 CCF $ X
Notary $ Fee $
Radon $
County Miami Dade Zip
' No. P 11\1
Permit
Master Permit No.
Plumbing Mechanical Roofing
Phone0 3) (.31 - �
Square Footage Of Work: 1-1
5) 2-Z.1 7-1 t..t
❑ Repair' /Replace ❑ Demolition
Technology Fee $ II 'an
B $
Scanning $
Code Enforcement $ Structural Plan Review. $
Total Fee Now Due $ SA 40
(Continued on opposite side)
RTVTIEVTIIM
BY:
Bonding Company's Name (if applicable)
Bonding Company's Address
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City S�
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 not be approved and a reinspection fee will be charged
Sign:
Print
My Co
* * * * * * * * * **
Signature ' ''/
er or g
The foregoing instrument was acknowledged before me thi
day of 20h) , by 1/ VV (4UP y t° 1 h
who is personally known to me or who has produced F D '
As identification and who did take an oath.
NOTARY P
kPPLICATION APPROVED BY:
he 10/14/03
MEN
MY COMMISSION 06 p887141
Signature
Contractor
The foregoing instrument was acknowledged before me this Li
day of / Icy , 20 by iG)c - - JA/ z.
who is personally known to me or who has produced PP 4 --
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My CO / • ionda g0 wiee.com
y � [L:1/ � Xp�
��- ** * * * * * * * * * * * * * * * * * * * * * *i* * * * * * **
c" 398 p1 s3 plortdallolacyservice•co� Certificate of Competency Holder)
State Certificate or Registration No. Certificate of Competency No.
N************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * ***
Plans Examiner
Engineer
Zoning
Or) 57 / 3 /la
NOTICE OF COANYIENCEMENT
A RECORDED COPY MUST BE POSTED ON THE 408 SITE AT TIME OF FIRST INSPECTION
PERMIT NO. l) � � AX FOLTF)`NO.
l( - t 13
STATE OF FLORIDA
COUNTY OF MIAMI -DADE:
Gt7
THE UNDERSIGNED hereby gives notice that improvements will be made tiiiiittaiNtalr
property, and in accordance with Chapter 713, Florida Statutes, the follow infOrilafidl e
is provided in this Notice of Commencement. itat ;rd:ti; r,
HARVEY
Name and address of fee simple titleholder.
4. Contractor's name, address and phone number a�
5 2-
5. Surety: (Payment bond required by owner from contractor, if any)
Name, address and phone number.
Amount of bond $
6. Lender's name and address:
Space above reserved for use of recording Office
1. Legal description of property and street/address: L. la 4 E % / 1 2, 4 1 Z Z 3 R13 lo-lo
• 1• i Q. r
2. Description of improvement C3( yv, % fl ) v. Cr ,rtiv. ca
[3. Owner(s) name and address: 9.544E
Interest In property: at.
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone number.
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b), Florida Statutes.
Name, address and phone number.
9. Expiration date of this Notice of Commencement:
(the expiration date is 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR +' CE OF COMMENC ENT.
� or Owner(s)' Aut ze• • cer/Dlrector/Partner /Mana
- Prepared By
Ar W v Qtintblame
/
Signature(s) of Own
Prepared By
Print Name
Title/Office
STATE OF FLO IDA
COUNTY OF MIAMI -DADE
The foregoing instrument was know) ged before me this day of
By I La e �i
❑ Individually, or ❑ as for
❑ Personally known, or ❑ produced the following type of identification:
Signature of Notary Public:
Print Name:
(SEAL)
VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES
Under penalties of perjury, I declare that I have read the foregoing and
that the facts stated in it are true, to the best of my knowledge and belief.
111E11111111i11111111 I1II111II1I H' Ifl1111
CFN 2010R0409290
OR Bk 27323 Ps 0231; f1os)
RECORDED 06 /17/2010 09:26:25
HARVEY RUVIthr CLERK OF COURT
MIAtII -DARE COUNTY'. FLORIDA
LAST PAGE
COUNTY O
,:;63 in a tnm y? `>
C.! 7_I A1uI.) f24 °zA /e
331 Lt
•
d
t� ELENA FARAD
e MY COMMISSION f 00887141
EXPIRES May 06, 2013
Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above:
By By
ALEX SINK STATE OF FLORIDA
CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
* * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW
CONSTRUCTION INDUSTRY EXEMPTION
This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law.
EFFECTIVE DATE:
PERSON:
FEIN:
BUSINESS NAME AND ADDRESS:
ARTEMISA FENCE CORP
524 ARTHUR GODFREY RD STE 204
MIAMI BEACH FL 33140 -3528
SCOPES OF BUSINESS OR TRADE:
1- FENCE ERECTION
IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this
section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the
scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of
election to be exempt shall be subject to revocation II at any time after the filing of the notice or the Issuance of the certificate, the person named on the notice or
certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person
named on the certificate to meet the requirements of this section.
QUESTIONS? (850) 413 -1609
DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06
02/02/2009 EXPIRATION DATE: 02/02/2011
VALDES EDUARDO
650377099
PLEASE CUT OUT THE CARD....B.ELOW
02 -02 -2009
AND RETAIN FOR FUTURE REFERENCE
STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DMSION OF WORKERS' COMPENSATION
CONSTRUCTION INDUSTRY
CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA
WORKERS' COMPENSATION LAW
EFFECTIVE: 02/02/2009 EXPIRATION DATE:
PERSON: EDUARDO I VALDES
FEIN: 650377099
BUSINESS NAME AND ADDRESS:
ARTEMISA FENCE CORP
524 ARTHUR GODFREY RD STE 204
MIAMI BEACH, FL 33140 -3528
SCOPE OF BUSINESS OR TRADE:
1- FENCE ERECTION
02/02/2011
IMPORTANT
0 Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who
elects exemption from this chapter by filing a certificate of election
L under this section may not recover benefits or compensation _under this
D chapter.
H Pursuant to Chapter 440.05(12), F.S., Certificates of election to be
exempt.. apply only within the scope of the business or trade listed on
R the notice of election to be exempt
E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt
and certificates of election to be exempt shall be subject to revocation
if, at any time after the filing of the notice or the issuance of the
certificate, the, person named on the notice or certificate no longer meets
the requirements of this section for issuance of a certificate. The
department shall revoke a certificate at any time for failure of the
person named on the certificate to meet the requirements of this
section.
QUESTIONS? (850) 413 -1609
* Carry bottom portion on the job, keep upper portion for your records.
DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06
CUT HERE
MINERAL LIAYILM
COMMERCIAL GENERAL LIABILITY GL33298 6 -2
CLAIMS MACE ® OCCUR
dE'N L AGGREGATE LIMIT APPLES PER;
® POLICY l P • - 100
05/18109
WAIIAI 1 LWBR,Irr
ANY AUTO
EACH Occ RRENOe S 1
�9€Id1 ts• rmel _ s • 80 000 00
•MED E e . 5 000.00
PERSONALrtA ,INJUY • . S 1,000,000,00
OSNEPAL E 2,600.000.00
PRODU ! . camplap AGG $ 1,000.000.00 •
0 00.000,00
AUTOMOBILE LIABILITY
ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
HIRSO AUTOS
NON -OWNED AUTOS
BODILY INJURY
(Ppr ruid$enl)
PROPERTY DAMAGE
(Per eeaidentl
AUTO ONLY - LA A001bENT. $
°Viet THAN
AUTO ONLY;
•
•EAAcc
AGO
E L. EAOH ACCIDENT . IS
H L DISEA$= ;SA EMPLOYEE S
DISEASE - POLICY LI IT
PROSucER
•
1, P INSURANCE AGENCY, INC
s BLVD,
IAMI, FL 33144
1Yi8 0 OLIOIECt OF INSURANCE LISTED BELOvi 1'1Avb bk'EN ISSUED TO THE INSURED NAMED ABOVE FOR THE, POLIC
A��`�;ff REOLiIREMBNT; TERM OR CbNDITION OF ANY CONTRACT ISSUED OTHER DOCUMENT MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES D ESCRIBED
POLICIES. , THE IN AGGREGATE LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS: Y PERIOD INDICATED. NOTWITHSTANDING
WITH O ALL RESPECT TO WHICF( THIS C @RTIFIC AND G MAY IO ISSUED OR
l HEREIN 15 SUBJECT TO ALL THE ARMS, p AND CONDITIONS OF SUCH
I X1`4. Poua( NUMB =a = Mt.
ARTEMISA FENCE CORP.
524 ARTHUR GODFREY Rb. SUITE '# 20•
MIAMI BEACH, FI,,, a,,140. ,
bOtTIFICATE HOLDER
DEDUCTIBLE
me ION $
DATE IMMIDDrn r,)
08/20/2009
305 288 -9686 THIS CERTIFICA IS ISSUED AS A MATTER OF INFORMATION
HOLDER. THIS CERT FICA E DOES NOTANi ND, EXTEND CERTIFICATE
• ALTER TH CO RAG A Fo DED. BY TH - POL CIEs 9ELow.
INSURERS AFFORDING COVERAos
'-- NAIC
IriSURERA: G L.ONY INSURAN COMPANY
INSUREII B:
INSURER
INSURER
SURER E:
LIMITTn
KERB COMPENSATION
'EMPLOYERS' UASn.tty
;ANY FROPRIHTORrPARTNERBXECUTNE
4()FI'I CER/MEMBER BzOLUDEM
and:na ry In NHI
0,, d d under
GI A ;t 0 So S be
Miami Shores
10050 NE 2 " Ave.
Miami Shore,F1 33138
ACORD 25 (2009/0.1)
CERTIFICATE OF LIABILITY INSURANCE
OtttiRIMION OP :OPERATIONS 1 LODApONS IM CL 1 EXOLU810Na ADDED by BNDOSSEMERI1 SPECIAL PROVISIONS
Dl. " FENCE,COMPANY .
rAt .
Recei-ved Time Aug, 20. 9:41AM
A VIP INSURANCE
CANCELLATION . .
The ACORD name and Joao ere registered
SHOULD ANY OP THE ABOVE DEEURIBEO POLICIES BE CANCELLED BEFORE THE EXPIRATION
• DATE THERM THE ISSUING INSURER WILL ENDEAVOR TO MAIL _30 DAYS WRitieN
NOTIOE TO THE CERTIFICATE HOLDER NAMED Yo THE LENT, BUT FAILURE to DO SO SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF Y KIND. UPON THE INSURE", S AGENTS OR
REPRESENTATIVES,
/Atef r-9P7;74 ,
,4)
1948.2009 O • D CORPO
marks of AC • - `
w
PAGE 01
,51 )1 j
66 W
- Cr:mi l
Permit No: 10-6
Job Name
5-r /7 , 2010
Building Critique Sheet
l,. K /,
Q)_,o-44.1 A:xi 4_,c(ah.: ezeL(Z_Ltee__
Norman Bruhn CBO
305 - 795 -2204
M iami Shores Vivage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Page 1 of 1
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Planning and Zoning Criteria
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Owner's Name: LIZIANNY FRANCZAK
Job Address: 95 98 Street
Miami Shores, FL 33138-
Contractor(s)
ARTEMISA FENCE CORP
Planning and Zoning Criteria and Comments
Approved: Yes Date Approved: 5/12/2010: Yes
Comments: FENCE NOT TO EXCEED 5 FEET TO TOP OF FENCE.
Permit NO. FW 5 -10 -835
Issue Date: Not Issued Expires:N Issued
Phone
305 - 221 -0214
Folio Number:1132060131170
Owner's Phone:
Total Square Feet: 171
Total Job Valuation: $ 14,000.00
Primary Contractor
Yes
MUST PROVIDE AREA OF NOT LESS THAN 40 SQUARE FEET ON YOUR PROPERTY OPEN TO THE ALLEY FOR
TRASH
•
•I
•
•
•
•
••
•
••••
•
•
•
a( 201
•
84"
60"
•
• •••
a
_ 6•.
••••
• •
•
• •
22"
• ••
• • •
• •
• ••
•• • •• ••
• • • • •
• ••
` •• •
•
• LJ •.�:.:. ••••
. 0
0
8' 0" MAXIMUM
90 "EKE 5' FT HIGH PICKET
(' ' HIGH)
/ -1•14"144-
" R 1 V i Y
C; EP T
CT i O : Gi' iPI .IANCE WITH ALL FEDERAL
r‘p' ALES AND PEGULATIONS
0
DRAWN BY: JMO 02/03/95
REVISED: JMO 02/04/95
6
6"
2"
2"
22"
■
5O"
mr-A5L P /51c)
AIL avid /33
ARTEMISA FENCE & ORNAMENTAL
524 ARTHUR GODFREY RD. SUITE. 204
MIAMI BEACH, FLORIDA 33140
(305) 221 -0214
SCALE: NONE
FILE: I310410
PAGE:
1 of 1
EXPOSURE IS
Wind Tables
INPUT:
1) DIMENSIONS
B := 62in
L := 5ft
2) MATERIAL PROPERTIES:
f := 3ksi
F = 9ksi
F := 5ksi
^y := 169.5pcf
:= 15deg
7soi1 110pcf
3) SECTIONS PROPERTIES:
POST : 2 "X2 "X1/8" Aluminum Tubing:
1,
Sp := [ b � •'
6• h p '• t '
.�
h := 2in
1u • .
• • •
• • • •
• •• ••
••• • •
ALTEK ENGINEERING
4011 W Flagler Street Suite 205
Miami, FL 33134
Tel: 305 - 778 -8111, Fax: 305 -731 -2262
DESIGN OF ALUMINUM FENCE
(S -1)
1 — sin(f)
k :_ — 0.589 Active soil pressure coefficient
1 + sin()
BAR BETWEEN �� : 'C'X2 ':CIJANNEL:
• •
:= —in . - ... • • • • • � • • • •r •e • •
1 • F • . • • • • • •
t . r 2in... d � 4 ' 1n •
8 x
• s •••
• • •
••• •
• • •
• • •
• •••
Spacing of post
Height of fence
Concrete compressive strength
Aluminum 6061 -T6 alloy allowable bending stress
Aluminum 6061 -T6 alloy allowable shear stress
Unit weight of Aluminum
Soil friction angle
Soil unit weight
., •
• •
• •
• • •
•• ••
Client
Job Name:
Date:
REVISION:
Engineer:
A := h — (h — 2t — 2t
Sp = 0.552•in
1 of 6
Artemisa Fence & Oma.
Christopher Toth
Residence Fence
05/24/2010
N/A
Anas Bataineh, P.E.
PE # 0065574
Certificate Auth. 28274
125��
ANAS SATAINEH. R.E
Registration No.: '0065574
A t 2dr— 24r)
b t
Ir s := 12 b + 2t (d — tr) 2 2
2•I
S
b
d (
y = A 2•(dr•tr)• 2 + (b 2•tr)•tr•\dr 2)]
2 b 2 2 12 •dr3 +drr —Yr + r 12
Irx = 0.043 . in
S •— I rx
d r — yr
S brx :_ Irx —
Y
Srx := min ( S trx , S brx)
PICKETS: 3/4 "x3/4 "x1/16" Aluminum tubing
h := 4 in b :_ —in tPt := 16 in S = 6 h pt [ b pt .h pt 3 — (h — 2t (b pt — 2t = 0.036.111
CONC. FOOTING: 26" Deep 12" Dia. Conc. Cylinder
h : = 26in Df := 12in
4) LOADING:
z = 60in Height of the Fence
V := 90mph Design wind speed
I := 0.77 Importance factor (TABLE 6-1 ASCE7 -05)
K := 0.85 Wind directionality factor (TABLE 6-4
ASCE7 -05)
K :_
2.01.
2
2
A = 0.469• in
I = 0.276-M 4
S in
= 0.276•
t l
— 2•t — r r)
2 Y
•. • • • • • ••• ••
S trx = 0.147•1[n
S brx = 0.062.1n3
Srx = 0.062 .in
•
• • •
• • • •
or •
z • • • • • • • •
J 4 if 15ft s z s z g •• • Velocity Oressug exposure coefficient
z g (TABLE 6-3 ASCE7 -05)
• • ••• • ••• •
2 • • • • • • • • •
• • • Iiz =•qc849. • • •
• • • • • • • • •
• •• • ••• • . •
2.01 15ft
- a if z < 15ft
�
2 of 6
• • •
• •
• •
• • •
•• ••
• • •
• • • • • •••
• • • • •
••• • • •
• • • • • •
• • •• •• •
• • • • •••
K := 1
Agross := B•L
Asolid l 4 – 11•b L d
� – 4in – 2 + b•L + 2•d (B – b
2
A solid = 5.745 ft
A solid
E :_
A gross
Cf:= 2 if E< 0.1
1.8 if 0.15
1.6 if 0.295 < 0.7
G := 0.85
mph J
2
q = 0.00256Kz•Kzt•Kd•( V l psf
``
q = 11.521-psf
q := g
A solid
F =q•
L
5) DESIGN:
Design of post member
F•L
Ma := 2
Section Modulus Required =
d = 1.469•plf
q = 17.627•psf
F = 20.253•plf
.a.•
Mbu •= F upc'c – 0.11•kip•in
8 • ••• • •••
• • • • •
• . • • •
Fbu : Mbu ,.78)4csi • • • •
S • • ••• •
rx
A gross = 25 ft2
E = 0.222
Cf= 1.8
Ma= 3.038•kip•in
Ma
Sara= —
F
L := B – h = • 60*in• • • • • • • • • •
c p
• • • •
••• •• • • • ••
• •
• • • •
• • •
• •• • •
• • •
•• • •
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Sar= 0.338•in
if(Sp Z Sar, "The member is adequate" , "Use insert") = "The member is adequate"
Desiqn of aluminum Channel:
F upc := beg = 2.938.plf
F hc :=
Uplift wind force on channel
Horiz. wind force on channel
Channel design span
Topographic factor
Gate gross Area
Gate solid area
Net force coefficients from Figures 6-21
ASCE7 -05
Gust factor (SECTION 6.5.8 ASCE7 -05)
Eq. 6.15 ASCE7 -05
Velocity pressure
Lateral wind pressure
Wind force on post per linear foot
of post
Applied moment
Maximum possible bending moment due to wind uplift
Maximum possible bending stress due to wind uplift
3 of 6
Fh
2
Mbh = 8 = 0.055• kip- in
Fbh := Mbh — 0.2•ksi
S
if Fab z Fbu, "The member is adequate" , "Increase Section ") = "The member is adequate"
if (F z Fbh, "The member is adequate" , "Increase Section") = "The member is adequate"
Design of picket member:
Wpt:= (q•4in)
Lpt = L — 4in — d Lpt = 4.583 ft
Mpt := Wp 8 pt2 Mpt = 185.143.1bf• in
Fbpt .=
Mpt Fbpt = 5.086•ksi
pt
if F Z Fbpt, "The Member is adequate" , "Not good") = "The Member is adequate"
Design of Conc. Hole Depth:
h f
Pa(hf) 2 asoi1'hf)'Df' 2
Take the moment around the ground surface equals to zero
Given
L 2 2hf
1 F• 2 — Pa�hf)• 3 = 0
hf := Ceil(Minerr(h f),1 in)
hf = 24-in
Wpt = 5.876. l ft
Maximum possible bending moment due to horiz. wind
Maximum possible bending stress due to horiz. wind
Total resisting soil pressure
force as a function of
footing depth
Depth of footing below ground surface
4 of 6
•• • • • • • ••• ••
•
• • •
• • • • •
•• • • • •• ••• ••
• • ••• • ••• •
• • • • • • • • •
• • • • • • • •
• • •• • • • • • • •
• • • • • • •• • •
• ••• • ••• • •
• • ••• • • • • •••
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
•• •• • • • •• •• •
• • ••• • • • •••
Post Embedment Check:
f := 3ksi
P := F•L = 101.263 lbf Lateral Force on post
d := 2in Post Dimension
D
c := 2 = 6•in
Distance from center of post to concrete
edge
H 60in Post height above concrete
d
L := c — 2 —
A) Concrete bearing strength:
Concrete Comp. Strength
Concrete edge distance
I
f =min 0.35• J d +2•L ,0.7 •f Max. allowable bearing stress D; .
d in concrete
Start with assuming a := 2in D := 4in
The equilibrium equations are:
Given
P + 2 .(D — a)•d — 2 •a•d = 0
2
P H +D + f b (D — a) d fb ad (D —a) +?a =0
(2 ) 2 3 2 [ 3
By solving for (D) and (a):
a in
D := Minerr(a,D) D := ceil Db, 4
b
P := 1.6P
3H + 2D — a
4)v := 0.7
h := 7.25in
2D — a
B) Concrete breakout strength in shear:
A := 3o ••• ••• • • • • • ••
• • •
• • • •
A = 4.5•c ••• •• • • • ••
' I • • 8 := I.4 • ••• • •
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( ) Q.t . r '
Vb(D) 7 1 n D��6d )••. ° } .. 3.
d m psi l in J
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••• • • • 0 •• • •
Db =
5 of 6
8
Pr
•
Equilibrium of the x -axis forces
A • 0 4 .
A • 4 4
Equilibrium of the moment about point 0
2.25•in Required post depth of embedment in
concrete due to concrete bearing
strength.
Factored equivalent force in concrete
Strength reduction factor
Concrete Depth
A = 130.5•in
A = 162•in
4
Vcb(D) .= Av •'Y6•'k7•Vb(D)
`
OVcb(D) Ov Vcb(D)
Given
(1)Vcb(D) = P
D := Ceil(Minerr(D), ml
4
D := max(Db,D ID = 3•inl Required post depth of embedment in concrete
Use D= `,.18in
if(P S 4•V , "breakout strength in shear is okay" , "breakout strength failed ") = "breakout strength in shear is okay"
C) Concrete breakout strength in tension:
:= 0.45 Strength reduction factor
ANO := 9D A = 2.916 x 10 th
A := min[(c + 1.5•D)•(2.1.5•D),A A = 1.782 x 10 th
1.5
Nb := 17• ic s • C) lbf Nb = 71.108 kip in
2 := 1 if c z D *2 = 0.767
c
0.7 + 0.3. 1 otherwise
1.5•D
*3 := 1 Assuming cracking at service Toad levels (conservative)
A
Ncb := W2 N'3 Nb
ANO
Ncb Ot•Ncb
k := I 1 if D < 2.5in
2 if D z 2.5in
Vcp k cp•Ncb
V := ch
D = 3 • in
N = 33.315•14
'Ncb = 14.992•kip
if(1.6•P S (W "breakout strength in tension is okay" , "breakout strength failed ") = "breakout strength in tension is okay"
D) Concrete pryout strength in shear:
k = 2
V = 66.631 •kip
Required post depth of embedment in concrete due to
concrete breakout in shear
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OV 46.642•1: ••• iP 97.ki •• •
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if (P S V "Concrete pryout strength is okay" , "pryout in shear strength failed ") = "Concrete pryout strength is okay"
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