FW-15-404 (4) owlito ami Shores Village
�, g
114 r-
ding Department NOV 19 2015
100 .2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972 nW
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20 L0
BUILDING Master Permit No.k�V I� 40±
PERMIT APPLICATION *REVISION
Sub Permit No.
f�BUILDING F-1ELECTRIC ❑ ROOFING ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
/y,C,ONTRACTOR DRAWINGS
JOB ADDRESS: N C)/ C O!�1( c6e(a LPI f,9 N C- <r-1� /"G���
City: Miami Shores County: Miami Dade Zip: f 3t
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: � FFE:
/�/J/��3-
OWNER:Name(Fee Simple Titleholder): UJ l r"` -- Phone#: l° 9 0
Address: `' (-t 6Gi
City: State: F-jZip: �l
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: Phone#:
Address:
City: State: Zip:
Qualifier Name: Phone#:
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ Square/Linear Footage of World:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: C 64 A IV ei(N � - r`Z-
Cg-
r2� rn,E2 C7 c ( GOiV c-eZ.t�7Z +PCZ
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ -IS 0Z:) CCF$ CO/CC$
Scanning Fee$ 9 . Q) Radon Fee$ DBPR$ Notary$_ CO
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$2I9 •CO
(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.
"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 no be approve and a reinspection fee will be charged.
Signature Signature
O R or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of NyIJ ,20 'by day of ,20 by
VA15-1 1 L.-y=I MIC who is personally known to ,who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
�tt',uniuirrr/
���
Sign: O� Ql� ! ''� Sign:
Print: # UoiSsituWO0 = Print:
Seal: = ` 0�19�d a�Y10N = Seal:
Welg0/!;0
1�7
/ /****�
APPROVED BY �Z �P Plans Examiner m ?3 fir' l l S Zoniing
Structural Review Clerk
(Revised02/24/2014)
Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone:(305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-262941 Permit umber: FW-2-15-404
Scheduled Inspection Date:August 01,2016 Per nce/Wall
Inspector: Mesa,Michel Inspection Type: Final
Owner: MICHELLE,DANILO DI Work Classification: Wire Fence
Job Address:9145 NE 4 Avenue
Miami Shores,FL 33138 Phone Number
Parcel Number 1132060140080
Project: <NONE>
Contractor: HOMEOWNER
Building Department Comments
New metal fence. 3.5'high on front and on north side n rac o Passed Comments
setback. INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-262839.CREATED AS
REINSPECTION FOR INSP-228911.
07/08/2016
Failed NEED REVISION:
1-PLANS DO NOT MATCH WORK.
2-POOL IN YARD
Correction ❑ 3-FENCE DOES NOT MEET POL SAFETY REQUIREMENTS.
Needed 4-HOUSE NUMBERS MISSING.
Re-Inspection
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid
July 29,2016 For Inspections please call: (305)762-4949 Page 16 of 43
Florida P.E#68447
Miami, June 7, 2016
Building Department
City of Miami Shores
Miami Shores, Florida
Re: ALUMINUM GATES AND FENCES
9145 NE 4TH Avenue
Miami Shores, Florida 33138
Gentlemen:
I inspected the referenced aluminum fences and gates. I found that all aluminum elements
and concrete footings have been made as specified on plans in accordance to, the
specifications and plans signed and sealed by Luis De La Hoz P.E , or better; and the
permit issued by City of Miami Shores.
Please contact me if you need any further assistance.
Yours truly, Cmm
CONSULTING ENGINEER
13165 mW 934th STREET, SUITE#119
Cesar Castillo P.E ` IrllAMt,FL 331063-
pkihNEJIAE�
1wz253-9442
Florida P.E#68447 FLORai#6 7
l
N Z 9 2016
moo IoMmm go NW H.X390 oKara Qwq@ l
Q � I
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
nspection Number: INSP-262084 Permit Number: FW-2-15-404
Inspection Date: June 30, 2016 Permit Type: Fence/Wall
Inspector: Naranjo, Ismael
Inspection Type: Foundation
Owner: MICHELLE, DANILO DI Work Classification: Wire Fence
Job Address:9145 NE 4 Avenue
Miami Shores, FL 33138
Phone Number
Parcel Number 1132060140080
Project: <NONE>
Contractor: HOME OWNER
Building Department Comments
New metal fence. 3.5' high on front and on north side Infractio Passed Comments
setback. INSPECTOR COMMENTS True
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-261856. 6-28-16
ALUMINUM FENCE ALREADY FINISHED, FOUNDATION INSPECTION
WAS NEVER REQUESTED, WORK CONCEALED. NEED TO SPEAK TO
BUILDING OFFICIAL.
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
For Inspections please call: (305)762-4949
June 30,2016 Page 1 of 1
V0 X 11- - ►-4th
Miami Shores Village ;, � i .�FC@if 'all
10050 N.E.2nd Avenue NE Whrk i'taSSifica� t 0 8, rem
••• ""' Miami Shores,FL 33138 0000 Per�ffafus` PRt3t/E3
Phone: (305)795-2204 ,
OREx Iration: 10/26/2015
Issue date;4/2912 p
Project Address Parcel Number pplicant
9145 NE 4 Avenue 1132060140080
Miami Shores, FL 33138 Block: Lot: ANILO DI MICHELLE
Owner Information Address Phone Cell
EO DI MICHELLE 9145 NE 4 Avenue
MIAMI SHORES FL 33138-
9145 NE 4 Avenue
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 8,000.00
HOME OWNER Total SglFeet: 275
Approved: Available Inspections:
Comments: Inspection Type:
Date Approved:: Final
Date Denied: Foundation
Type of Construction:Concrete Precast Additional Info:NEW CONCRETE FENCE Review Planning
Classification:Residential Scanning:3 Review Building
Review Building
Review Building
Review Building
Review Structural
Review Structural
Review Structural
Review Structural
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Structural
CCF $4.80 Invoice# FW-2-15-54583
DBPR Fee $8.25 04/29/2015 Credit Card $908.30 $0.00
DCA Fee $8.25
Education Surcharge $1.60
Permit Fee-Concrete&Masonry $550.00
Plan Review Fee(Engineer) $40.00
Plan Review Fee(Engineer) $80.00
Plan Review Fee(Engineer) $40.00
Plan Review Fee(Engineer) $40.00
Plan Review Fee(Engineer) $40.00
Pian Review Fee(Engineer) $80.00
Scanning Fee $9.00
Technology Fee $6.40
Total: $908.30
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 propeF 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 AFFID certify t t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction an zo ing. the re,I authorize the above-named contractor to do the work stated.
April,29, 2015
Authori ner / Applicant / Contractor / Agent Date
Building Department Copy
April 29,2015 1
~ " ~ Miami Shores Village P.,FCRIVED
Building Department
$�'EEB 4 2015
10050 N.E.2nd Avenue,Miami Shores, Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 201 p
BUILDING Master Permit No. -'�W-1!5- ` 0Y
PERMIT APPLICATION sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: (Ll S; N L A��V
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: \Construction Type: Flood Zone: BFE: FFE:C,
OWNER: Name(Fee Simple Titleholder): :Aw W t>( 1C6��C� Phone#: ` Lr)(,0
Address: 'q((4 S �AG 4+(A iN.U.—tN-VVZ
City: �"�V)r-ji ( State: L Zip: 3
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: OW KZ7-`Z Phone#:--?o� 3k4-� Lt o 5o
Address:
City: State: Zip:
Qualifier Name: Phone#:
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ St Square/Linear Footage of Work: 2_4s
Type of Work: ❑ Addition `` ❑ .Alterration New ❑ Repair/Replace El Demolition
Description of Work: 0-0 N ciellt`rC
Specify color of color thru tile:
Submittal Fee$ Permit Fee CO CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$ Q -fiVn0
TOTAL FEE NOW DUE$ 0 U•
(Revised02/24/2014)
P
to 0
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.
"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 d Signature
OWNER or GENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
2 y dayof ,20 (S , by day of ,20 by
1W D( P'1(G .U6-- ,who is personally known to who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLI NOTARY PUBLIC:
Sign: Sign:
Print: me state of RepAnPrint:
Seal: Sindia Alvarez
y� < My Commission FF 156750 Seal:
♦Ex�Ims 09/0312018 6/0 312 01 8
16
APPROVED BY 2/1 Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
ages Miami Shores Village
��, Building Department
memo10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tell: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: DATE: 2
ADDRESS: qr !A S oe, 24M
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).
And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further
understand that I as the owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The
exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must
supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a
commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and
occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the
construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may
not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have
licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not
licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-
holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all
applicable laws,ordinances,buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I understand that state law requires construction to be done by a licensed contractor and have applied for an o ner-builder
permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,m act as my own
contractor with certain restrictions even though I do not have a license.
Initial rV
2. 1 understand that building permits are not required to be signed by a property owner unless he or she is r nsible for the
construction and is not hiring a licensed contractor to assume responsibility.
Initial
3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I m otect myself
from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name ins ead of my own
name. I also understand that the contractor is required by law to be licensed in Florida and to list his or lice a numbers on
permits and contracts.
Initial
4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may als 'Id or improve
a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or cc ancy.It may
not be built or substantially improved for sale or lease. If a building or residence that I have built or su antially improved
myself is sold or leased within 1 year after the construction is complete, the law will presume at I bw t or substantially
improved it for sale or lease,which violates the exemption.
Initial
5. 1 understand that,as the owner-builder,I must provide direct,onsfte supervision of the construction.
Initial
6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working my building or
residence.It is my responsibility to ensure that the persons whom I employ have the license required by law n by county or
municipal ordinance.
Initial
0
7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that
erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held
liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or em iloyees while
working on my property. My homeowner's insurance may not provide coverage for those injuries. I am wilifuill acting as an
owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
Initial
8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not itenses to
perform the work being done.Any person working on my building who is not licensed must work under my direct supervision
and must be employed by me,which means that I must comply with laws requiring the withholding of federal inco a tax and
social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers co nsation for
the employee.I understand that my failure to follow these may subject to serious financial risk.
Initial
9. [agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by ]applicable
laws and requirement that govern owner-builders as well as employers.I also understand that the
Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations.
Initial
10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Raven Service,the
United States Small Business Administration,and the Florida Department of Revenues.I also understand that I m y contact the
Florida Construction Industry Licensing Board at 850.487.1395 or htt ://www.m oddalicense.com/db r/ ro/cilbrii dd I
Initial
11. I am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I a the party
legally and financially responsible for the proposed construction activity at the following address:
Initial
12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the informa that I
have provided on this disclosure.
Initial
Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does n t, ave a
license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to
assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to
understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may
be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for
verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage.
Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and
returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the
notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when
the permit is issued.
Was acknowledged before me this P day of , 20 S
By T)4N i IN L who was personally known to me or who has
Pro used there Lic rise or � � GU as identification.
04
ER NOTARY
RNotary Public State of Florida
Sindia Alvarez
t "Y Commission FF 156750
Expires 08/03/2018
♦S�oREs pr
.�. ..�..M Miami shores Village
Building Ddpartment
Ibl RISA 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RECEIPT
PERMIT#: � %4 DATE: 1
I,
(Name)
❑ Contractor
❑ Owner
❑Architect
Picked up 2 sets of plans and (other)
Address: �� y d�
From the building department on this date in order to have corrections done to plans
And/or get County stamps. I understand that the plans need to be brought back to Miami
Shores Village Building Department to continue permitting process.
Signature:
(SIGNATURE)
PERMIT CLERK INITIAL:
RESUBMITTED DATE:
PERMIT CLERK INITIAL:
�gBoRFs
Miami shores Village
Building Department
all uu��
10050 N.E.2nd Avenue r'
Miami Shores,Florida 33138 J .a
Tel: (305) 795.2204 ASR
Fax: (305)756.8972
a
Permit No:,F-W ���el'a�
Page 1 of 1
Structural Critique Sheet
1P UC-Q-4 9�e J?C.,—4—
a--d
a � P
tv-, c,
R-�- - rs'
C j e-`q_L�
STOPPED REVIEW
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.
Mehdi Asraf
STRUCTURAL CA LC U LAT I O N S
New Fence �/4
Rev-2
LA)
Address: 9145 NE 4th Ave.
Miami Shores, FL. 33138
f tlY' ,,JLa
A�1
_A
Sm*o (� DE LA ®®
.r
: .". Building Department v m No 73 2
� ®
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• • •••• Luis Oscar de la Hoz Olivera,P.E.73932
...... ...... ®
8857 NW 178st
0.000• 00.0 ......
• 0.00 •• Miami, FI,33018
0
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0
INDEX
ITEM 12AGE
I Footing Calculation 1
4 , '
MecaWind Std v2 . 2 . 6 . 1 per ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright www.mecaenterorises.com
Date 3/23/2015 Project No.
Company Name Designed By Luis 0. de la Hoz Olivera
Address Description New Fence
City Customer Name :
State Proj Location : 9145 NE 4th Ave
File Location: C:\Users\Luis\Desktop\Luis Oscar\Engineering Documents\l Projects\Fence\Edwing\Edwing
Fence.wnd
Input Parameters: Other Structures & Building Appurtances MWFRS (Ch 29)
Basic Wind Speed(V) = 115.00 mph
Structural Category = I Exposure Category = C
Natural Frequency = N/A Flexible Structure = No
Importance Factor = 1.00 Kd Directional Factor = 0.85
Alpha = 9.50 Zg = 900.00 ft
At = 0.11 Bt = 1.00
Am = 0.15 Bm = 0.65
Cc = 0.20 1 = 500.00 ft
Epsilon = 0.20 Zmin = 15.00 ft
B - Horizontal Dim. = 127.60 ft Ht- Grade to Top of Sign= 3.50 ft
W - Sign Depth = 0.50 ft S - Vertical Sign Dim. = 3.50 ft
Bs- Ratio of B / S = 36.46 Sh- Ratio of S / Ht = 1.00
E - Solidity Ratio = 100.00 % Elb - Base Elevation = .00 ft
Gust Factor Calculations
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 = 15.00 ft
lzm: Cc*(33/Zm)^0.167 = 0.23
Lzm: 1*(Zm/33)^Epsilon = 427.06 ft
Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.88
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.86
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85
Design Wind Pressure - Other Structures
Elev KZ Kzt qz W Pres Cf( 1.30)
ft psf psf
------- ------- ------- -------- -----------------
3.50 0.85 1.00 24.429 26.99
Note: W Pres Cf is Wind Pressure based on Cf(Force Coefficient)
Figure 29.4-1: Wind Loads for Solid Signs & Freestanding Walls
Gast A Cue B
CK3 1B
4tirr� �
�t Imre
Cf - Force Coefficient = 1.30
Rd - Reduction Factor (1-(1-E)^1.5) = 1.00
Kz = 0.85
Kzt = 1.00
Qz = 24.43 psf
Wind Pressure at Elevation 3.5 ft = 26.99 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
Case C
5 S S BI81MCC Balance S S S
1
jL!�L
F F
Wild F F F F �tiact
Distance from Cf Rz Rzt Qh Wind Pressure @ Distance
leading edge ft Force Coeff psf psf
------------------------------ ---------------------------------------------
From 0 to 3.5 3.38 0.85 1.00 24.43 70.10
From 3.5 to 7.0 2.05 0.85 1.00 24.43 42.53
From 7.0 to 10.5 1.57 0.85 1.00 24.43 32.56
From 10.5 to 14.0 1.41 0.85 1.00 24.43 29.24
From 14.0 to 17.5 1.38 0.85 1.00 24.43 28.57
From 17.5 to 35.0 0.84 0.85 1.00 24.43 17.44
> 35.0 0.44 0.85 1.00 24.43 9.19
RdC - Reduction Factor for Case C (1.8 - S / Ht) = 0.80
Note: When S / Ht > 0.8 then Cf must be multiplied by RdC.
Q
Luis Oscar de la Hoz Olivera P.E.
8857 NW 178th St.Miami,FL.33018
Email: Iodelahozeyahoo.es
Phone:305 903-8816
60 L 101
144
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9145 NE 4th Ave., Miami Shores, FL. 33138
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IsoesktoplLuls OscarlEnginsering Documentsll ProjectsVence054 N 4th Ave EdvdnglCalclEdwing Fence.ec6
Masonry Slender Wall ENERCALC,INC. 98&2Q1l,Bulld:6.11.6dMWVer.6.11.623
Description: 6"CMU Wall
General Information Calculations per ACI 530-08/MSJC 2009 Sec.3.3.5,I1136 2009,CBC 2010,ASCE 7-05
Construction Type:Grouted Hollow Concrete Masonry
Fm - 1.50 ksi Nom.Wall Thickness 6 in Temp Diff across thickness = deg F
Fy-Yield = 60.0 ksi Actual Thickness 5.625 in Min Allow Out-of-plane Defl Ratio= 150.0
Fr-Rupture = 61.0 psi Rebar"d"distance 3.750 in Minimum Vertical Steel% = 0.0020
Em=f m* = 900.0 Lower Level Rebar.,,
Max%of p bal. = 0.50 Bar Size # 4
Grout Density = 140 pcf Bar Spacing 48.0 in
Block Weight Normal Weight
Wall Weight = 45.0 psf
Wall is grouted at rebar cells only
One-story Wall Dimensions
A Clear Height = 3.50 ft B
B Parapet height = ft
Wall Support Condition Top Free, Bottom Fix PootAttachment
A
FlcorAftachment
Vertical Loads
Vertic?I Uniform Loads... (Applied per foot of Strip Width) DL:Dead Load Lr:Roof Live Load Lf:Floor Live Load S:Snow Load
Ledger Load Eccentricity in 0.1470 k/ft
Concentric Load
Lateral Loads
Full area WIND load 42.060 psf Wall Weight Seismic Load Input Method: Direct entry of Lateral Wall Weight
Fp 1.0 = 0.0 Psf Seismic Wall Lateral Load psf
Endpoints from Base (Applied to full'STRIP Width")
o ttom
Distributed Lateral Load 0.070 k/ft k/$
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File:C:1Users\Luls\DesktoplLuis OscaAEngineering Documentski Prol iFer� \EdwiMkCalclEda�ing Fence,ec6
Masonry Slender Wall ENERCALC,INC.19a2DI1,BuUd:6.11.6,23,Ver.6.11.6,23
Licensee
Description: 6°CMU Wall
_DESIGN SUMMARY Results reported for"Strip Width"of 12.0 In
Governing Load Combination... Actual Values... Allowable Values...
PASS Moment Capacity Check Maximum Bending Stress Ratio = 0.5022
+1.20D+0.50Lr+0.50L+1.60W Max Mu -0.4127 k-ft Phi*Mn 0.8217 k-ft
PASS Service Deflection Check Min.Defl.Ratio 970.16 Max Allow Ratio 150.0
D+L+W Max.Deflection 0.04329 in Max.Allow.Defl. 0.280 in
PASS Axial Load Check Max Pu 1 Ag 11.998 psi 0.06*f 300.0 psi
+1.40D at 3.27 to 3.38
PASS Reinforcing Limit Check Controlling As/bd 0.001111 As/bd= 0.50 rho bai 0.005345
+1.40D
PASS Minimum Moment Check Mcracking 0.250 k-ft Minimum Phi Mn 0.8217 k-ft
+1.40D Maximum Reactions... for Load Combination.,..
Top Horizontal 0.0 k
Base Horizontal D+L+W+S/2 0.1472 k
Vertical Reaction D Only 0.5275 k
Design Maximum Combinations_--Moments _
Axial Load Moment Values 0.6
Load Combination Pu 0.06*fc*b*t Mcr Mu Phi Phi Mn As As Eff As Ratio rho be[
k k Ort k-ft KAI- m12 in12
+1.40D at 3.27 to 3.38 0.533 13.320 0.25 0.00 0.90 1.07 0.050 0.059 0.0011 0.0053
+1.20D+0.50Lr+1.60L at 2.68 to 2.80 0.488 13.320 0.25 0.00 0.90 1.05 0.050 0.058 0.0011 0.0053
+1.20D+1.60L+0.50S at 3.27 to 3.38 0.457 13.320 0.25 0.00 0.90 1.03 0.050 0.058 0,0011 0.0053
+1.20D+1.60Lr+0.50L at 2.80 to 2.92 0.482 13.320 0.25 0.00 0.90 1.04 0.050 0.058 0.0011 0.0053
+1.20D+1.60Lr+0.80W at 0.00 to 0.12 0.000 13.320 0.25 0.21 0.90 0.82 0.050 0.050 0.0011 0.0053
+1.20D+0.50L+1.60S at 2.68 to 2.80 0.488 13.320 0.25 0.00 0.90 1.05 0.050 0.058 0.0011 0.0053
+1.20D+1.60S+0.80W at 0.00 to 0.12 0.000 13.320 0.25 0.21 0.90 0.82 0.050 0.050 0.0011 0.0053
+1.20D+0.50Lr+0.50L+1.60W at 0.00 to 0.12 0.000 13.320 0.25 0.41 0.90 0.82 0.050 0.050 0.0011 0.0053
+1.20D+0.50L+0.50S+1.60W at 0.00 to 0.12 0.000 13.320 0.25 0.41 0.90 0.82 0.050 0.050 0.0011 0.0053
+1.20D+0.50L+0.20S+E at 2.45 to 2.57 0.501 13.320 0.25 0.00 0.90 1.05 0.050 0,058 0.0011 0.0053
+0.90D+1.60W at 0.00 to 0.12 0.000 13.320 0.25 0.41 0.90 0.82 0.050 0.050 0.0011 0.0053
+0.90D+E at 2.45 to 2.57 0.376 13.320 0.25 0.00 0.90 0.99 0.050 0.056 0.0011 0.0053
Design Maximum Combinations-Deflections
Axial Load Moment Values Stiffness Deflections
Load Combination Pu Mcr Mactual I gross I cracked I effective Deflection Defl.Ratio
k k-ft k-ft W4 in^4 in^4-_ _ _ -in _ -- --- ---
D+L+Lr at 2.92 to 3.03 0.396 0.25 0.00 138.30 12.62 138.300 0.000 0.0
D+L+W at 3.38 to 3.50 0.000 0.25 0.00 138.30 11.35 138.300 0.043 970.2
D+L+W+S/2 at 3.38 to 3.50 0.000 0.25 0.00 138.30 11.35 138.300 0.043 970.2
D+L+S+W/2 at 3.38 to 3.50 0.000 0.25 0.00 138.30 11.35 138.300 0.034 1,238.4
D+L+S+E/1.4 at 3.38 to 3.50 0.000 0.25 0.00 138.30 11.35 138.300 0.000 0.0
D+0.5(L+Lr)+0.7W at 3.38 to 3.50 0.000 0.25 0.00 138.30 11.35 138.300 0.041 1,025.0
D+0.5(L+Lr)+0.7E at 3.38 to 3.50 0.000 0.25 0.00 138.30 11.35 138.300 0.000 0.0
Reactions-Vertical&Horizontal
Load Combination Base Horizontal Top_ Horizontal Vertical @ Wall Base_
D Only 0.0 lbs 0.00 lbs 0.528 k
S Only 0.0 lbs 0.00 lbs 0.000 k
W Only 0.1 lbs 0.00 Ibs 0.000 k
E Only 0.0 ibs 0.00 Itis 0.000 k
D+L+Lr 0.0 lbs 0.00 Ibs 0.528 k
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Title Block Line 6 Pdnfed:23 MAR 2015,5:�PM
File:C:\UsersiLuis\Desktop\Luls 0SW Engineering DOCUM s\t PrO1eaST6ncelEdw n9\Cale\ECWng Femme
Masonry Slender Wall ENERCALC,INC.'1W'3-21)11,Build:6.11.6.23,Ver.6.11.8.23
Description; 6°CMU wall
Reactions•Vertical&Horizontal
Load Combination Base Horizontal Top Horizontal _ Vertical @ Wall Base_
D+L+S 0.0 1-bs 0.00 lbs 0.528 k
D+L+W+S/2 0.1 us 0.00 lbs 0.527 k
D+L+S+w/2 0.1 lbs 0.00 lbs 0.527 k
D+L+S+E/1.4 0.0 ibs 0.00 ibs 0.528 k
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Title Block Line 6 Mea:za MAR 2015,aa:ssaM
Isoesktop\Luis oscaAEngineering Documents\1 Proj�ls\Fenc V 54 NE 4th Ave Edwing\Calcfdwing Ferxa.ec6
Concrete Column ENERCALC,INC,1963.2011,Build:6.11.6,23,Vec6.11.6.23
Description: C-1 12x12
General Information Calculations per ACI 318.08,IBC 2009,CBC 2010,ASCE 7.05
f :Concrete 28 day strength = 4.0 ksi Overall Column Height = 3.50 ft
E_ = 3,122.0 ksi End Fixity Top Free, Bottom Fixed
Density = 145.0 pcf ACI Code Year ACI 318-05
0.850 Brace condition for deflection(buckling)along columns:
fyy-Main Rebar = 60.0 ksi X-X(width)axis:Fully braced against buckling along X-X Axis
E-Main Rebar = 29,000.0 ksi Y-Y(depth)axis:Fully braced against buckling along Y-Y Axis
Allow.Reinforcing Limits ASTM A615BsrsUsed
Min.Reinf, = 0.330%
Max.Reinf. = 8.00/0
Load Combination 2006 IBC&ASCE 7-05
Column Cross Section
Column Dimensions:12.0in high x 12.Oin Wide,Column Edge to Rebar Y
Edge Cover=1.50in
Column Reinforcing:4-#5 bars @ Comers, x x
Applied Loads Entered loads are factored per load combinations specified by user.
Column self weight not internally calculated
AXIAL LOADS...
Axial Load at 3.50 ft above base,D=0.5250 k
BENDING LOADS...
Lat.Uniform Load creating Mx-x,W=0.680 k/ft
DESIGN SUMMARY
Load Combination +1.20D+0.50Lr+D.50L+1.60W Maximum SERVICE Load Reactions..
Location of max,above base 3.477 ft Top along Y-Y k Bottom along Y-Y k
Maximum Stress Ratio 0.2088: 1 Top along X-X k Bottom along X-X k
Ratio=(Pu^2+Mu^2)".5/(PhiPn"2+PhiMn^2)^.5
Pu= 0.630 k cp *Pn= 291.09k
Maximum SERVICE Load Deflections...
Mu-x= 6.664 k-ft tP *Mn-x= 20.735 k-ft Along Y-Y -0.004067 in at 3.50 ft above base
Mu-y= 0.0 k-ft (P*Mn-y= 0.0 k-ft for load combination:W Only
Mu Angle= 0.0 deg Along X-X O.Oin at O.Oft above base
Mu at Angle= 6.664 k-ft qMn at Angle= 20.735 k-ft for load combination
Pn&Mn values located at Pu-Mu vector intersection with capacity curve General Section Information. = 0.650 R =0.850 0 = 0.80
Column Capacities... p :%Reinforcing 0.8611 % Rebar%Ok
Pnmax:Nominal Max.Compressive Axial Capacity 559.78 k Reinforcing Area 1.240 in^2
Pnmin:Nominal Min.Tension Axial Capacity -74.40 k Concrete Area 144.0 in^2
cp Pn,max:Usable Compressive Axial Capacity 291.09 k
tp Pn,min:Usable Tension Axial Capacity -48.360 k
Governing Load Combination Results
Governing Factored Dist from Axial Load k Dist from Bending Analysis k-ft Stress Ratio
Load Combination base ft Pu N *Pn base ft 5x S x*Mux Q Mnx 8y Sy*Muy cp Mny
+1.40D 3.48 0.74 291.09 3.48 1.000 1.000 0.003
+1.20D+1.6OLr+0.80W 3.48 0.63 291.09 3.48 1.000 3.33 10.85 1.000 0.125
+1.20D+1.60S+0,80W 3.48 0.63 291.09 3.48 1.000 3.33 10.85 1.000 0.125
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Title Block Line 6 NOW:24 MAR2015,11:29AM
IsOesktoplLuls 0scaAEnglnwdrtg Documentsll ProjectsTencO9154 N 4th Ave EdvAnglCaklEdvving Fence.ec6
Concrete Column ENERCALC,INC.11%3.2011,Build:6.11.6.23,Vec6,11,6.23
Licensee
Description: C-1 12x12
Governing Load Combination Results _
Governing Factored Dist from Axial Load k l Dist from Bending Analysis k-ft Stress Ratio
Load Combination base ft Pu cp*Pn base ft 8 S x•Mux cp Mnx Sy Sy"Muy cp Mny
+1.20D+0.50Lr+0.50L+1.60W 3.48 1.42 291.09 3.48 1.000 6.66 10.85 1.000 0.251
+1.20D+0.50L+0.50S+1.60W 3.48 1.42 291.09 3.48 1.000 6.66 10.85 1.000 0.251
+0.90D+1.60W+1.60H 3.48 1.06 291.09 3.48 1.000 6.66 13.40 1.000 0.241
Maximum Reactions-Unfactored Note:Only non-zero reactions are listed.
Reaction along X-X Axis Reaction along Y-Y Axis Axial Reaction
Load Combination @ Base @ Top @ Base @ Top @ Base
D Only k k 1.180 k
W Only 2.380 k k k
D+W 2.380 k k 1.180 k
Maximum Deflections for Load_Combinations -Unfactored Loads_
Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance
D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft
W Only 0.0000 in 0.000 ft -0.004 in 3.500 ft
D+W 0.0000 in 0.000 ft -0.004 in 3.477 ft
Sketches
*65 !�
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prnua:2aMAR zots,112AAM
Title Block Line 6
dSOWtop\Luls O=AEngineering Documents\1 ProJects\Fenoe\9154 NE 4th Ave EdWng\CalcOWna Formed
Concrete column ENERCALC,INC.p9WD11,Bulld:6,11,6.23,der.6.11.6.23
Description: C-1 12x12
Interaction Diagram
Concrete Column P-M Interaction Diagram
350.0 Allowable Moment(k-ft)
315.0
280.0-
245.0-
210.0
80.0245.0210.0
175.0
140.0
3
105.0
Q
70.0
35.0
-25.0
-50.0-
-7 5.0
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100.0-
-125.0
0.0 6:6 13.2 19.8 26.5 A 1 36.7 46.3 52.9 59.5 66.1
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CHECK POINT FOR
STABILITY CHECK POINT FOR I PRESSURE X=2.04'
SOIL STRESS I L=3.00'
Luis Oscar de la Hoz Olivera P.E.
8857 NW 178th St.Miami,FL.33018
Email: lodelahoz@vahoo.es
Phone: 305 903-8816
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9145 NE 4th Ave., Miami Shores, FL. 33138
Luis Oscar de la Hoz Olivera P.E.
8857 NW 178th St.Miami,FL,33018
Email:lodelaho z@rahoo.es
Phone:305 903-8816
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9145 NE 4th Ave., Miami Shores, FL. 33138
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Title Block Line 6 Printed:19 APR 2015,4:27PM
Cantilevered Retainin Wall File:ULUIS-PC11PmJectsTence10109954 E4thAveEdwinglUdEdwingFence.ec6
g ENERCALC,IN .1983.2011,Build:6.11.6.23,Ver:6.91.6.23
Description: Edwing Fence 3'
Criteria S011 Data Calculations per ACI 318-08,ACI 530-08,IBC 2009,
Retained Height = 1.33 ft Allow Soil Bearing = 2,000.0 psf CBC 2010,ASCE 7-05
Wall height above soil = 3.50 ft Equivalent Fluid Pressure Method
Slope Behind Wall = 0.00:1 Heel Active Pressure = 0.0 psf/ft
Height of Soil over Toe = 16.00 in Toe Active Pressure = 0.0 psf/ft
Water height over heel = 0.0 ft Passive Pressure = 0.0 psf/ft
Vertical component of active Soil Density,Heel = 110.00 pcf
Lateral soil pressure options: Soil Density,Toe = 0.00 pcf
NOT USED for Soil Pressure. Friction Coeff btwn Fig&Soil = 0.400
NOT USED for Sliding Resistance. Soil height to ignore
NOT USED for Overturning Resistance. for passive pressure = 12.00 in
Surcharge Loads Lateral Load Applied to Stem Adjacent Footing Load
Surchargge Over Heel = 0.0 psf Lateral Load = 0.0 plf Adjacent Footing Load = 815.8 lbs
Used To Resist Sliding&Overturning ...Height to Top = 0.00 ft Footing Width = 0.00 ft
Surcharge Over Toe = 0.0 psf ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in
Used for Sliding&Overturning Wall to Ftg CL Dist = 1.25 ft
Axial Load Applied to Stem Footing Type Line Load
Axial Dead Load 0.0 lbs
Base Above/Below Soil 0.0 ft
= =
Axial Live Load = 0.0 lbs Wind on Exposed Stem = 45.0 psf at Back of Wall
Ratio = 0.300
Axial Load Eccentricity = 0.0 in
Design Summary Stem Construction Top Stem
Bar Lap/Emb
Wall Stability Ratios Design Height Above Ftg ft= 0.00
Overtuminr� = 13 K Wall Material Above"Hi" = Masonry
Sliding .``. = 2. Thickness in= 6.00
:....: "' ` ; ••• / Rebar Size = # 5
Totral Beariral o�q; _• 043 lbs Rebar Spacing in= 32.00
•••
*..resultant e0c. I Rebar Placed at = Edge
• .
• Soil Pressure Toe `_ 994 psf OK / Df�b%FB�falFa = 0.905 0.000
•'`Ml Pressyrt"Mgel •• p
••••, •••• •+••••2 000 Total Force @Section lbs= 157.5
.•• • Allows Sortliresswe Less TharAliwable Psf Moment....Actual ft-I= 485.1
• AGI Factored@•fog ;•.••1,193 psf Moment.....Allowable ft-I= 536.0
""A:Factored Q Heel = 0 psf Shear.....Actual psi=
';`•' 4.8
• '_ Shear.....Allowable psi 38.7
Footing S4ga1$Heel 21.2 psi OK
.•..Fpoting Shea�(�Tpe •-••••• 0.0 psi OK Wall Weight psf= 47.0
• =
•• Allowable :_ ••'. 82.2 psi Rebar Depth 'd' in= 2.75
• •Sliding Calan•Vertical Component�NOT Used) Lap splice if above in= 45.00
Lateral Sliding once = 157.5 lbs Lap splice if below in= 45.00
less 100%Passive Force = - 0.0 lbs Hook embed into footing in=
less 100%Friction Force = - 417.1 lbs Mfasonry Data
psi= 1,500
Added Force Req'd = 0.0 lbs OK Fs
....for 1.5:1 Stability = 0.0 lbs OK Solid Grouting psi= 24,000No
Load Factors
Dead Load 1.200 Modular Ratio'n' = 21.48
Live Load 1.600 Short Term Factor = 1.000
Earth,H 1.600 Equiv.Solid Thick. in= 3.90
Wind,W 1.600 Masonry Block Type = 3
Seismic,E 1.000 Masonry Design Method = ASD
Concrete Data
fc psi=
', / Fy psi= / 1
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Cantilevered Retaining Wall Flle:IILUIS-PQ1ProlectTence10109154 E4th Ave Edwmg\Ce1dEdwingFence.ec6
g ENERCALC,IN .19632011,Build:6.11.623,Ver.6.11.6.23
Description: Edwing Fence 3'
Footing Dimensions&Strengths Footing Design Results
Toe Width = 0.00 ft Toe Heel
Heel Width = 3.00 Factored Pressure = 1,193 0 psf
Total Footing Width = 3.00 Mu':Upward = 0 0 ft-Ib
Footing Thickness = 12.00 in Mu':Downward = 0 0 ft-Ib
Mu: Design = 0 776 ft-Ib
Key Width = 0.00 in Actual 1-Way Shear = 0.00 21.16 psi
Key Depth = 0.00 in Allow 1-Way Shear = 0.00 82.16 psi
Key Distance from Toe = 0.00 ft Toe Reinforcing = #518.00 in
fc = 3,000 psi Fy = 60,000 psi Heel Reinforcing = #5 a118.00 in
Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd
Min.As% = 0.0018 Other Acceptable Sizes&Spacings
Cover @ Top 8.00 @ Btm.= 8.00 in Toe: Not req'd,Mu<S*Fr
Heel: Not req'd,Mu<S*Fr
Key: No key defined
Summary of Overtunning&Resisting Forces&Moments
.....OVERTURNING..... .....RESISTING.....
Force Distance Moment Force Distance Moment
Item lbs ft ft-Ib lbs ft ft-Ib
Heel Active Pressure = Soil Over Heel = 365.8 1.75 640.1
Surcharge over Heel = Sloped Soil Over Heel =
Toe Active Pressure = 0.78 Surcharge Over Heel =
Surcharge Over Toe = Adjacent Footing Load =
Adjacent Footing Load = Axial Dead Load on Stem =
Added Latelgl Mosel• _ *Axial Live Load on Stem =
�gdfd @ Ste"A bogie Soil ••• 157.5 4.08 642.6 Soil Over Toe =
• • e Surcharge Over Toe =
• Stem Weight(s) = 22740 0.25 56.8
sees.• . . • .
• ' '-�.� .� Earth @ Stem Transitions =
•, TAIII 157.5 O.T.M. = 642.6 Footing Weight = 450,10 1.50 675.0
•...1Asisting1Qv4W hing R*P,;,, = 2.13 ✓ Key Weight =
',•;,• VerticgI.oadjused fors.oiiPressure= 1,042.8 lbs Vert.Component =
' ' • Total= 1,042.8 lbs R.M.= 1,371.8
.. sees
•••••• *Axial live load NOT included in total displayed,or used for overturning
' •• ••• resistance,but Is Included for soil pressure calculation.
sees•• sees sees..
• sees . ..
sees.. sees . .
. .. . ..
.. .. .. . . .. .. ..
• ' •EccPrivWall
CONCRETE MASONRY PRIVACY WALL
00
. . . . . . . .. .
. . . . . . . . . . ..
Input Data % **: -* ST—� WALL FORCES
3.50 [height of wall above g [ft]1.33 epth of footing below grade(ft) 643 M overt. [k-ft] 4$$ MonSrrt at footing[Ills- l
(� 45 Ind toad '.' :.: .U66V U Desi§f[k-ft] 15$ Show at footing
3.00 width of footing[ft] 6 F.S.0
1.00 thickness of footing[ft] ' ' ' "' '• FOOTING(PLAIN CONCRETE)
55 unit Weight of wail I Wq SOIL STRESSES
0.$3 Mu, Moment at footing[k-ft/ft]
Hook development lengths 1155 tot. 2.97 __ OMn,Allowable Mment.in lain concrete_k�ftt
Pc 3,000 psi 4,000 psi 5,000 psi 808 �EI I overt. [k-ft] effective= aauai-
#4 8" 7" 6" 0.70 Fccentricity[ft]
S #55 10" 9" 8" 2Q� Width
�po}f�triang. stress block[ft]
#6 12" 10" 9" VV. I bean n` str�Ss" -
#7 14" 12" 11"
8"W concrete
oap with(2," Unit weights of walls[psfl
cont
8"wall 12"wall
l� unreinfd 42 62 [3/4"stucco each face adds 20 psf]
•�
height of wall 48"c/c 55 83
40"c1c 56 86
32"c/c 58 89
r 24"c% 61 94
depth of footing 16"c% 66 103
1 8"c% 84 133
thickness of footing
n
bth of footing
Pagel
• • ••. • . . .••
•• .. . • • .• •• •
FccPdvWall
CONCRETE MASONRY PRIVACY.WALL (CORAL GAIDLCA) L- .
. .
. . . .• .• • • .. .
. . . . . .. .
In ut Data •• •' : :STA&L"a WALL FORCES
3.50 height of gall active grads ] _
• ••• • —sra�
--- -
1.33 depth;of footitng glow grade[ft] 2000 ltimate soil sus_ _ __ 485 meet at footing Its• ] -
45 wind load [psf] �.: �5. � 16t.[Ibsj 158 IShear at footing[!
3.00 width of footing[ft] ;0;1Q•. Qdl fro►rCcenterline of footing[ft]
1.00 thickness of footing[fit] ' ' 643' ' IV%elf [lbs-ft]
55 unit weight of wall[psf] 1.16 Width of triang. stress block[ft]
1122 M resist. [lbs-ft]
Hook development lengths 1.75 �F S FOOTING(PLAIN CONCRETE)
fc 3,000 psi 4,000 psi 5,000 psi
#4 8" 7" 6" 0.63 u, ament at footing jk l .
#5 10" 9" 8" 2.97 101VIn,Allowable mom" in plain c oncret [k-ft/ft
#6 12" 10" 9" SOIL STRESSES (Teffective=Tactuah2")
#7 14" 12" 11"
898'concrete 1155 tot.
Chcap with{2W" 8081/ M overt. [k-ft]
cont
0.70�c centricity[ft]
2.40 Width of triang. stress block[ft]
f YAM 962Unit wei hts of walls s8"wall 12"wall
f footing unreinfd 42 62 [3/4"stucco each face adds 20 psf]
48"c% 55 83
of footing 40"C/C 56 86
32"c% 58 89
hath of footing —.I 24"c% 61 94
- - - 16"c/c 66 103
811c% 84 133
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