FW-11-399Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 171738 Permit Number: FW -3 -11 -399
Scheduled Inspection Date: April 03, 2012
Inspector: Bruhn, Norman
Owner: HUTCHINSON, MARK
Job Address: 1041 NE 96 Street
Miami Shores, FL
Project: <NONE>
Contractor: HOME OWNER
Permit Type: Fence/Wall
Inspection Type: Final
Work Classification: Masonry
Phone Number
Parcel Number 1132060143720
Building Department Comments
5 FT HIGH CONCRETE WALL
passew
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 165587. CREATED AS
REINSPECTION FOR INSP- 156887. Wall not complete. Gates and stucco
must be finished. Wall height must be confirmed to be Tess than 5' NB
WALL HIGHER THAN 5'. JR
GG
April 02, 2012
For Inspections please call: (305)762 -4949
Page 24 of 27
Miami Shores Village
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
BUILDING Permit No.
PERMIT APPLICATION Master Permit No.
FBC 20
APP 2 0 2011
BY4f. ......
Permit Type: BUILDING
OWNER: Name (Fee Simple Titleholder):
Address: lo L\ f NE__ 26
City: e •l, t 14 d SRC R.dE$b
Tenant/Lessee Name: 9R
Email:
A&c444scrJ
Phone #:
►1
State:
Phone #:
Zip: I. 3
JOB ADDRESS: tik M A) \re.-
City: Miami Shores
Folio/Parcel #:
County: Miami Dade
Zip:
Is the Building Historically Designated: Yes
NO Flood Zone:
CONTRACTOR: Company Name: lam" (A NE 3 (41 L- t_ Phone #:
Address:
3 City: NState: N v Zip:
Qualifier Name: Phone#:
State Certification or Registration #: Certificate of Competency #:
Contact Phone #: Em .1 Address:
DESIGNER: Architect/Engineer: �., CS
Value of Work for this Permit: $ 5 M e. Oat6-44vuua"re7Linear Footage of Work:
Type of Work: ❑Address Alteration ❑New ❑Repair/Replace
Description of Work: V
N ,gyp - 4 ® £ FT Tit
CO Ni
Ne-
COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by:
******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees**+********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee $ Permit Fee $ 7.)
Scanning Fee $ Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
CCF $ CO /CC $
DBPR $ Bond $
Technology Fee $
TbTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address (//1
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 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 'w ch occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be ved nd a reinspectrim fee will be charged.
Signature
Contractor
The forego in �, instrument was acknowled d bef� '1 me thi �` The foregoing instrument was acknowledged before me this �, p �/ � g g g
day of '(��. � 20 � y , by 1 � � , 20 , by
ho is personal knownto eor who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOT ;:" Y PUBLIC:
Sign:
Print:
My Commission Expires:
NOTARY PUBLIC:
jj • „e�v0 �
.. Sign:
:M 4 rte® ONtr
******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPROVED BY
Print:
My Commission Expires:
* *** * * *** * * * * * * * * * * * * * * * * * * * * ** * * * * * ** r* * * * * * ** ** ** * * **
Plans Examiner
ZZz 2/// Zoning
Structural Review Clerk
•
(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4% 0)
1
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
Folio Number:1132060143720
Owner's Name: MARK HUTCHINSON
Job Address: 1041 96 Street
Miami Shores, FL
Owner's Phone:
Total Square Feet: 205
Total Job Valuation: $ 1,000.00
Contractor(s) Phone Primary Contractor
HOME OWNER
Yes
Planning and Zoning Criteria and Comments
Approved: Yes Date Approved: 4/22/2011: Yes
Comments: 4/22/11
NEW PLAN OK
Miami Shores Village
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
BUILDING
PERMIT APPLICATION
FBC 20
Permit Type: BUILDING 14,040.
OWNER: Name ((Fee Simple Titleholder): /470K ,
Address: / 2 T / A' 9 �J c7
VMUIE
MAR 0 1 301
BY:
Permit No. R it -31
Master Permit No.
GZ -red/A LtW Phone #: � ` ` Pros--
S--
City: /717/1/74 / 5 jC 24 S State: f l_
Zip: 5/3 e
Tenant/Lessee Name: Phone #:
Email:
JOB ADDRESS:
City:
Folio/Parcel #:
Miami Shores County: Miami Dade Zip:
Is the Building Historically Designated: Yes
CONTRACTOR: Company Name:
Address:
NO Flood Zone:
® Ctl/(,, ,0 / LAK-fi.._
Phone #:
City: State: Zip:
Qualifier Name: Phone #:
State Certification or Registration #: Certificate of Competency #:
Contact Phone #:
DESIGNER: Architect/Engineer: JO/ T�GY
Email Address:
Phone #: 55-4L y - 47V,
Value of Work for this Permit: $ /000 Square/Linear Footage of Work: 745Q., JCS-
Type of Work: Addition ❑Alteration . New URepair/Replace ❑Demolition
Description of Work: /ii i -L 7°g V 'i(-Y DA' 3 sr doe s
cc v e/7- 're .dll4sc iv 7
********** ***************** ********�k�*** eessk�kQ�k�F, �k�k�k+ N�ksN�k�k�h+ k�knk+ k+ kskik�k�k* ek�kds�kaF�k�k�k +k+kskikae�kN�N�***
Submittal Fee $ Permit Fee $ `/ O CJCCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $ 6 47`- -L.
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City tate 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 whi h occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be a o pr ve a d a reins' ' -': a wi e charged.
Signature
0 r or Agent
The foregoing instrument was ackn wled ed be ore me this
day of , 20 _, by ,�A7
who is personally known to me or who has produced FEU
Kr-Su
As identification and who did take an oath.
NOTARY PUBLIC:
Sign-
Print:
My Commission Expires:
P O EXPirei'...'A S
. 3/06/1011 • °
TA8r pi/B
C l /C
*** **+u**********+x+xx+** *—i ' *m ,E&t' **** *4** �****** * * *�u�x�xa�** ** * *�x�x�x **** * *** x **** *** *** * ** ** * * ***** *** * **
165l'
APPROVED BY
��� 0. `` Plans Examiner 1' ✓ 77// Zoning
Signature
Contractor
The foregoing instrument was acknowledged before me this
day of , 20 _, by
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
Structural Review Clerk
(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)
1
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
Folio Number:1132060143720
Owner's Name: MARK HUTCHINSON
Job Address: 1041 96 Street
Miami Shores, FL
Owner's Phone:
Total Square Feet: 150
Total Job Valuation: $ 1,000.00
Contractor(s)
HOME OWNER
Phone
Primary Contractor
Yes
Planning and Zoning Criteria and Comments
Approved: Yes Date Approved: 3/7/2011: Yes
Comments:
S STRUCTURAL DESIGN LLC
CONSULTING ENGINEERS
7850 NW 146 Street, Suite 305, Miami Lakes, FL 33016
T. 305.512.5860 F. 305.512.5861
www.optimussd.com
RENOVATION FOR
MR & MRS HUTCHINSON RESIDENCE
PRIVACY WALL
CALCULATIONS
• .••
. f .
• , ...Is: _ ......
LOCATED AT �... ••
1041 NE 96TH STREET L : :.. � •
••
MIAMI SHORES VILLAGE, FI4i. •.
•
. ▪ .... .
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......
•• •
March 3, 2011
.....▪ .
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......
Tanya Ho ei P.E.
PE 1706
"ASCE702W.xls" Program
Version 1.7
WIND LOADING ANALYSIS - Chimneys, Stacks, and Vertical Tanks
Per ASCE 7-02 Code for Cantilevered Structures Classified as Other Structures
Job Name:
Hutchinson Residence
Job Number:
Subject: Masonry Fence
Originator: OSD I Checker: IJAG
Input Data:
V=
Class. =
Exposure =
Kzt =
h=
Hb =
D=
Shape?
R=
Ct =
Kd =
146
1.00
5.00
0.00
0.67
Square
0.01.0::..:.._.
0.0412
0.85
mph (Wind Map, Figure 6 -1)
(Structure Classification from Table 1 -1)
(Exposure Category from Sect. 6.5.6)
(Topographic Factor from Sect. 6.5.7)
ft. (Height of Stack/Tank itself)
ft. (Ht. of Stack/Tank Base Above Ground)
ft. (Diameter or Width of Surface Normal to Wind)
(Round, Hexagonal, or Square)
(Damping Ratio = 0.010 - 0.070)
(Period Coefficient = 0.020 - 0.035)
(Direct. Factor, Table 6-4) Wind Load
z Kz qz p= qz *G *Cf F =qz *G *Cr'D
(ft.) (psf) (psf) (lb/ft)
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)
a=
zg =
I=
h/D =
freq., f =
G=
Cf =
9.50
900
0.77
7.463
7.259
0_.850
..,._,.1.41:5__. -.._
(Table 6 -2)
(Table 6 -2)
(Table 6 -1) (Import. Factor)
Hz. (f > =1) Rigid
(Gust Factor, Sect. 6.5.8)
(Figure 6-19; (Press. Coef.)
Velocity Pressure (Sect. 6.5.10, Eq. 6 -15):
qz = 0.00256 *Kz *Kzt *Kd *VA2 *I
Net Design Wind Pressures (Sect. 6.5.13):
p = qz *G *Cf (psf)
Net Design Wind Forces (Sect. 6.5.13, Eq. 6 -25):
F = qz *G *Cf *D (lb/ft)
Resulting Total Base Shear & Moment:
EV(total) =
EM(total) =
0.12
0.31
kips
ft -kips
Tabulation for Stack /Tank
0.00 0.85 30.32 36.48 2444
5.00 0.85 30.32 36.48 24.44
•
•
•• •
_..,.ice.:::: •
• ••••
•--
•.••••
••••••
•
•• . • •
•
1- X G x 6f X 3P,32
cf i (.4I-7
1 of 2
••••.•
.'
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•.••••
•.•..
. •
00000
••.•.•
•
•
•
•....•
• •
..••••
• •
3/3/2011 9:32 AM
••••••
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• •
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•••••
• ..••.'
•.•.••
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•••••.
• •
"ASCE702W.xls" Program
Version 1.7
Determination of Gust Effect Factor, G:
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):
a^ =
b^ =
a(bar) =
b(bar) =
c=
= ft.
s(bar) =
z(min) = ft.
0.105
1.00
0.154
0.65 ._..__
0.20
500
0.200
15
Calculated Parameters Used in Both Rigid and /or Flexible Structure Calcu)ati ihs:
z(bar) =
Iz(bar) =
Lz(bar) =
gq =
gv =
gr =
Q=
15.00
0.228
...............................
427.06
3.4
0.980
= 0.6 *h , but not < z(min) , ft.
= c *(33 /z(bar)) ^(1 /6) , Eq. 6 -5
= l *(z(bar) /33) "(s(bar)) , Eq. 6-7
(3.4, per Sect. 6.5.8.1)
(3.4, per Sect. 6.5.8.1)
_ (2 *(LN( 3600 *f))) ^(1 /2) +0.577/(2 *LN(3600 *f)) "(1 /2) , Eq. 6 -9
_ (1/(1 +0.63 *((B +h) /Lz(bar)) "0.63)) "(1 /2) , Eq. 6-6
2: Calculation of G for Rigid Structure
G =I 0.914 (= 0. 925*(( 1+ 1. 7* gq * I(bar)*Q) /(1 +1.7 *gv *Iz(bar))) , Eq. 6-4
3: Calculation of Gf for Flexible Structure
R=
Ct =
T=
f=
V(fps) =
V(bar,zbar) =
N1 =
Rn =
rih =
Rh =
riB =
RB =
rid =
RL =
R=
Gf =
Use: G =
0.010
0.041
7.259
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
Damping Ratio
Period Coefficient
= Ct *h ^(3/4) , sec. (Period)
= 1/T , Hz. (Natural Frequency)
= V(mph) *(88/60) , ft. /sec.
= b( bar)" (z(bar) /33) ^(a(bar)) "V"(85 /60) , tt. /sec. , tq. 6 -14
••••
• •
• • • • ••••
•• •
••••••
•
••••••
• •
• • •
•• •
••
•
•••• ....
•••
• • •
• •
••••
••••••
• ••• •
•• ••
••••••
• . • •
= f *Lz(bar) /(V(bar,zbar)) , Eq. 6-12 • • ' 000000
•
•
= 7.47 *N1 /(1 +10.3 *N1) "(5 /3) , Eq. 6 -11 '••' ; • •
= 4.6 *f *h /(V(bar,zbar)) • •
= (1 /0)- 1/(2"rlh ^1)"(1- a ^(- 1 "rlh)) for ih > U, or = 1 for rlh = U, tq. 6 -13a,b
= 4.6 *f *b /(V(bar,zbar))
= (1 /43)- 1 /(2 *riB "2) *(1- a "(- 2 *rlB)) for riB > 0, or = 1 for riB = 0 , Eq. 6 -13a,b
= 15.4 *f *U(V(bar,zbar))
= ( 1/ riL)- 1 /(2 *riL ^2) *(1- e "(- 2 *riL)) for 1L > 0, or = 1 for riL = 0 , Eq. 6 -13a,b
= ((1 /13) *Rn *Rh *RB *(0.53 +0.47 *RL)) ^(1 /2) , Eq. 6 -10
= 0.925 *(1 +1.7 *Iz( bar)*( gq^ 2* Q^ 2+ gr^ 2 *R ^2) ^(1 /2)) /(1 +1.7 *gv *I(bar)) , Eq. 6 -8
••
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2 of 2
313/2011 9:32 AM
Title : Hutchinson Residence Job #
Dsgnr: Date: 9:52AM, 3 MAR 11
Description :
Scope :
Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000
Rev: 580014
User: KW- 0607042, Ver 5.8.0, 1- Dec -2003
(c)1983 -2003 ENERCALC Engineering Software
Cantilevered Retaining Wall Design
Page 1
hutchireson.ecw:Calculations
Description
Masonry Fence - Eccentric
Retained Height 1.50 ft
Wall height above soil = 5.00 ft
Slope Behind Wall = 0.00: 1
Height of Soil over Toe = 0.00 in
Soil Density = 110.00 pcf
Wind on Stem
40.0 psf
Total Bearing Load = 1,330 Ibs
...resultant ecc. = 12.31 in
Soil Pressure @ Toe = 1,869 psf OK
Soil Pressure @ Heel = 0 psf OK
Allowable = 2,000 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe
ACI Factored @ Heel
Footing Shear @ Toe
Footing Shear @ Heel
Allowable
Wall Stability Ratios
Overturning
Sliding
= 2,487 psf
O psf
0.0 psi OK
11.2 psi OK
120.2 psi
Soil Data
Allow Soil Bearing = 2,000.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure = 35.0 psf/ft
Toe Active Pressure
Passive Pressure
Water height over heel
FootingilSoil Friction
Soil height to ignore
for passive pressure = 0.00 in
0.0 psf /ft
= 250.0 psf/ft
0.0 ft
= 0.300
Stem Construction
1.58 OK
1.69 (Vertical Co
Sliding Calcs (Vertical Component Used)
Lateral Sliding Force = 309.4 Ibs
Tess 100% Passive Force= - 125.0 lbs
less 100% Friction Force= -
Added Force Req'd =
....for 1.5:1 Stability =
399.0 Ibs
0.0 lbs OK
0.0 Ibs OK
Footin
Design Results
Toe Heel
= 2,487 0 psf
0 Oft-#
0 1,640 ft-#
0 1,640 ft-#
• 0.00 11.19 psi
• 0.00 120.21 psi
= #4 @18.00in
= #4 @18.00in
= None Spec'd
Factored Pressure
Mu' : Upward
Mu' : Downward
Mu: Design
Actual 1 -Way Shear
Allow 1 -Way Shear
Toe Reinforcing
Heel Reinforcing
Key Reinforcing
Design height
Wall Material Above "Ht"
Thickness
Rebar Size
Rebar Spacing
Rebar Placed at
Design Data
fb /FB + fa/Fa
Total Force @ Section
Moment....Actual
Moment Allowable
Shear Actual
Shear Allowable
Top Stem
Footing Strengths & Dimensions
Pc = 5,000 psi
Min. As %
Toe Width
Heel Width
Total Footing Width
Footing Thickness
Key Width
Key Depth
Key Distance from Toe
Cover @ Top = 3.00 in
Fy =
60,000 psi
0.0014
0.00 ft
= 3.00
3.00
• 12.00 in
0.00 in
0.00 in
0.00 ft
@ Btm.= 3.00 in
ft =
Stem OK
0.00
Masonry
8.00
# 5
16.00
Center
Ibs =
ft-# =
psi =
psi =
Bar Develop ABOVE Ht. in =
Bar Lap /Hook BELOW Ht. in =
Wall Weight =
Rebar Depth 'd' in =
Masonry Data
0.662
239.4
819.7
1,238.8
7.7
38.7
30.00
6.00
66.0
3.81
fm psi = 1,500
Fs psi = 24,000
Solid Grouting = No
Special inspection = Yes
Modular Ratio 'n° = 25.78
Short Term Factor = 1.000
Equiv. Solid Thick. in = 5.80
Masonry Block Type = Normal Weight
Concrete Data
fc
Fy
psi =
psi =
Other Acceptable Sizes & Spacings
Toe: Not req'd, Mu < S * Fr
Heel: Not req'd, Mu < S * Fr
Key: No key defined
• •
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00.00•
•
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00.0.0
• •
Rev: 580014
User: KW- 0607042, Ver 5.8.0, 1- Dec -2003
(c)1983-2003 ENERCALC Engineering Software
Title : Hutchinson Residence Job #
Dsgnr: Date: 9:52AM, 3 MAR 11
Description :
Scope :
Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA5000
Cantilevered Retaining Wall Design
Page 2
hutchinson.ecw:Calcuialons
Description
Masonry Fence - Eccentric
Summary of Overturning & Resisting Forces & Moments
Item
OVERTURNING
Force Distance
Ibs ft
Heel Active Pressure = 109.4 0.83
Toe Active Pressure =
Surcharge Over Toe =
Adjacent Footing Load =
Added Lateral Load =
Load @ Stem Above Soil = 200.0 5.00
SeismicLoad =
Total
Moment
ft-#
91.1
1,000.0
= 309.4 O.T.M. = 1,091.1
Resisting /Overtuming Ratio
1.58
Vertical Loads used for Soil Pressure = 1,330.1 Ibs
Vertical component of active pressure used for soil pressure
Soil Over Heel =
Sloped Soil Over Heel =
Surcharge Over Heel =
Adjacent Footing Load =
Axial Dead Load on Stem =
Soil Over Toe =
Surcharge Over Toe =
Stem Weight(s) _
Earth @ Stem Transitions=
Footing Weight
Key Weight
Vert. Component
RESISTING
Force Distance Mordent
Ibs ft ft#
385.0 1.83 705.8
0.00
429.0 0.33
450.0 1.50
66.1 3.00
Total = 1,330.1 Ibs R.M =
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Rev: 580014
User. KW- 0607042. Ver 5.8.0, 1- Dec -2003
(c)1983 -2003 ENERCALC Engineering Software
Title : Hutchinson Residence Job #
Dsgnr: Date: 9:58AM, 3 MAR 11
Description :
Scope :
Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000
Cantilevered Retaining Wall Design
Page 1
hutchinson.ecw:CalcL 1ations
Description
Masonry Fence - Concentric
Criteria
Retained Height
Wall height above soil
Slope Behind Wall
Height of Soil over Toe
Soil Density
Wind on Stem
1.50 ft
= 5.00 ft
= 0.00: 1
= 0.00 in
= 110.00 pcf
40.0 psf
Total Bearing Load
...resultant ecc.
1,138 Ibs
8.60 in
Soil Pressure @ Toe = 968 psf OK
Soil Pressure @ Heel = 0 psf OK
Allowable = 2,000 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe = 1,277 psf
ACI Factored @ Heel
Footing Shear @ Toe
Footing Shear @ Heel
Allowable
Wall Stability Ratios
Overturning = 1.82 OK
Sliding = 1.51 (Vertical Co
Sliding Cates (Vertical Component Used)
Lateral Sliding Force =
Tess 100% Passive Force= -
less 100% Friction Force= -
Added Force Req'd =
....for 1.5:1 Stability =
0 psf
8.6 psi OK
= 6.1 psi OK
120.2 psi
Soil Data
Allow Soil Bearing
Equivalent Fluid Pressure
Heel Active Pressure
Toe Active Pressure
Passive Pressure
Water height over heel
FootingfiSoil Friction
Soil height to ignore
for passive pressure
= 2,000.0 psf
Method
= 35.0 psf /ft
= 0.0 psf/ft
250.0 psf/ft
= 0.0 ft
= 0.300
= 0.00 in
Stem Construction
309.4 lbs
125.0 lbs
341.3 lbs
0.0 lbs OK
0.0 lbs OK
Footin • Desi • n Results
Toe Heel
Factored Pressure = 1,277 0 psf
Mu' : Upward = 920 0 ft-#
Mu' : Downward = 187 523 ft4/
Mu: Design = 734 523 ft-#
Actual 1 -Way Shear = 8.58 6.15 psi
Allow 1 -Way Shear = 120.21 120.21 psi
Toe Reinforcing = None Spec'd
Heel Reinforcing = None Spec'd
Key Reinforcing = None Spec'd
Design height
Wall Material Above "Ht"
Thickness
Rebar Size
Rebar Spacing
Rebar Placed at
Design Data
fb /FB + fa/Fa
Total Force @ Section
Moment....Actual
Moment. _...Allowable
Shear....Actual
Shear....Allowable
ft =
Footing Strengths & Dimensions
Top Stem
Stem OK
0.00
Masonry
8.00
# 5
16.00
Center
fc = 5,000 psi
Nin. As
Toe Width
Heel Width
Total Footing Width
Footing Thickness
Key Width
Key Depth
Key Distance from Toe
Cover @ Top = 3.00 in
Fy = 60,000 psi
• 0.0014
• 1.17 ft
• 1.83
= 3.00
• 12.00 in
= 0.00 in
0.00 in
0.00 ft
@ Btm.= 3.00 in
lbs =
ft-# =
psi =
psi =
Bar Develop ABOVE Ht. in =
Bar Lap /Hook BELOW Ht. in =
Wall Weight =
Rebar Depth 'd' in =
Masonry Data
fm psi = 1,500
Fs psi = 24,000
Solid Grouting = No
Special lnspection = Yes
Modular Ratio 'n' = 25.78
Short Term Factor = 1.000
Equiv. Solid Thick. in = 5.80
Masonry Block Type = Normal Weight
Concrete Data
fc psi =
Fy psi =
Other Acceptable Sizes & Spacings
Toe: Not req'd, Mu < S * Fr
Heel: Not req'd, Mu < S * Fr
Key: No key defined
0.662
239.4
819.7
1,238.8
7.7
38.7
30.00
6.00
66.0
3.81
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Title : Hutchinson Residence Job #
Dsgnr: Date: 9:58AM, 3 MAR 11
Description :
Scope :
Code Ref: ACI 318-02, 1997 UBC,.2003 IBC. 2003 NFPA 5000
Rev: 580014
User: KW- 0607042, Ver 5.8.0, 1- Dec -2003
(01983 -2003 ENERCALC Engineering Software
Cantilevered Retaining Wall Design
Page 2
hutchinson.ecw:caleufations
Description
Masonry Fence - Concentric
Item
.....OVERTURNING
Force Distance
Ibs ft
Heel Active Pressure = 109.4 0.83
Toe Active Pressure =
Surcharge Over Toe =
Adjacent Footing Load =
Added Lateral Load =
Load @ Stem Above Soil = 200.0 5.00
SeismicLoad =
Total =
Resisting/Overturning Ratio
Vertical Loads used for Soil Pressure =
Moment
ft#
91.1
1,000.0
309.4 O.T.M. = 1,091.1
1.82
1,137.6 Ibs
Vertical component of active pressure used for soil pressure
-1* e/1 tl
31a -r.
*4-1 12" 1-12JP sv.
RESISTING
Force Distance Moment
Ibs
ft 1 t #
Soil Over Heel
Sloped Soil Over Heel =
Surcharge Over Heel =
Adjacent Footing Load =
Axial Dead Load on Stem =
Soil Over Toe =
Surcharge Over Toe =
Stem Weight(s) _
Earth @ Stem Transitions=
Footing Weight
Key Weight =
Vert. Component =
192.5
2.42
0.00
429.0 1.50
450.0 1.50
66.1 3.00
Total = 1,137.6 Ibs R.M.=
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