HomeMy WebLinkAbout2641 OCEAN ST; ; CB030991; Permit07-11-2007
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Retaining Waii Permit Permit No: CB030991
Building Inspection Request Line (760) 602-2725
Job Address:
Permit Type:
Parcel No:
Valuation:
Reference #:
Project Title:
2641 OCEAN ST CBAD
RETAIN
2031400900 Lot#:
$16,175.50 Construction Type:
RUSSELL RES-POURED IN PLACE
SEA WALL
0
NEW
Applicant:
KARNACK PLANNING & DESIGN
SUITE C
2802 STATE ST
CARLSBAD CA 92008
434-8400
Status:
Applied:
Entered By:
Plan Approved:
Issued:
Plan Check#;
Inspect Area:
ABANDOND
04/07/2003
CB
Owner;
COOK JOAN D SEPARATE PROPERTY TRUST 05-15-81
PO BOX 10549
SCOTTSDALE AZ 85271
Building Permit
Add'l Building Permit Fee
Plan Check
Add'l Plan Check Fee
Strong Motion Fee
Renewal Fee
Add'l Renewal Fee
Other Building Fee
Additional Fees
TOTAL PERMIT FEES
$153.59
$0.00
$99.83
$0.00
$1.62
$0.00
$0.00
$0.00
$0.00
$255.04
Total Fees:$255.04 Total Payments To Date:$99.83 Balance Due:$155.21
Inspector:
FINAL APPROVAL
Date:Clearance:
NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as lees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition,
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any
fees/exactionsofwhich vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired.
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
1635 Faraday Ave., Carlsbad, CA 92008
1, -PROJECT INFORMATION
FOR OflFICE
PLAN CHfeCK
EST. VAL.
Plan Ck. Deposit
Validated By,
Date ^-"
Address {include Bldg/Suite #)Business Name (at this address)
? 04/07/M OOQ2 01
Legal Description Lot No.Subdivision Name/Number Unit No.Phase Total /of unit
Assessor's Parcel # ,Existing Use Proposed Use
Description of Work
2. CONTACT PERSON (if different from applicant!
SQ. FT.#of Stories # of Bedrooms
Address ' City
.gerrt for Contractor Q Owner Q Agent for Owner
e/Zip Telephone Fax*
Name
'*;!
Address City,State/Zip Telephone
Name Address City State/Zip Telephone ff
5. CONTRACTOR - COMPANY NAME :
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its
issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's Licensa Law
[Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code! or that he is exempt therefrom, and the basis for the alleged
exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]).
Name
State License ft
Address
License Class
City State/Zip
City Business License #
Telephone #
Designer Name
State License #
Address City State/Zip Telephone
6i ^WORKERS' COMPENSATION
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following de
[~) I have and will maintain a certificate of consent to self-insure for workers' compensation as pr|
of the work for which this permit is issued.
Q I have and will maintain workers' compensation, as required by Section 3700
issued. My worker's compensation insurance carrier and policy number are:
Insurance Company
tions:
Section 3700 of the Labor Code, for the performancer
, for the performance of the work for which this permit is
Expiration Date
DOLLARS [$100] OR LESS)
which this permit is issued, I shall not employ any person in any manner so as
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE
Q CERTIFICATE OF EXEMPTION: I certify that in the performance of tt;
to become subject to the Workers' Compensation Laws of California
WARNING: Failure to secure workers' compensation coverage isAflWfBI, and shall subject an employer to criminal penalties and civil fines up to one hundred
thousand dollars ($100,000), in addition to the cost of fornQwpW1W' damages as provided for in Section 3706 of the Labor code, interest and attorney's fees.
SIGNATURE | VlAr DATE
'&"" OWNER-BUILDER DECLARATION
I hereby affirm that I am exempt from the ContrafcjMBcense Law for the following reason:
n I, as owner of the property or my employeWffwith wages as their sole compensation, will do the work and the structure is not intended or offered for sale
(Sec. 704-4, Business and Professions Code: The^ontractor's License Law does not apply to an owner of property who builds or improves thereon, and who does
such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is
sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
Q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed
pursuant to the Contractor's License Law).
Q I am exempt under Section Business and Professions Code for this reason:
1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Q YES dNO
2. I (have / have not) signed an application for a building permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number):
4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone
number / contractors license number):
5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type
of work):
PROPERTY OWNER SIGNATURE DATE
COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY ;
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES Q NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? fJH YES l~l NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? d YES Q NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE A!R POLLUTION CONTROL DISTRICT.
8. ; CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civi! Code).
LENDER'S NAME LENDER'S ADDRESS
9, APPLICANT CERTIFICATION
I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all
City ordinances and State laws relating to building construction. I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned
property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES,
JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition of construction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work
authorized by such permit is not comrpfinced within 180 daysJjpm the date of such permit or if the building or work authorized by such permit is suspended or abandoned
at any time after the work is comnj^hped fijpfi p§f(6d of yryjaay^ (Section 106.4.4 Uniform Building Code).
APPLICANT'S SIGNATURE DATE
YELLOW: Applicant PINK: Finance
02/02/2004
KARNACK PLANNING & DESIGN
SUITE C
2802 STATE ST
CARLSBAD CA92008
Re:
Application Date: 04/07/2003 0:00:00
Plan Check #: CB030991
Address: 2641 OCEAN ST
Expiration Date: 04/06/2004 0:00:00
Permit Type: RETAIN
Description: RUSSELL RES-POURED IN PLACE
SEAWALL
You applied to have your plans checked on the date noted above. To date, the related building
permit has not been obtained. The original plan review application will expire as no building permit
has been issued.
Plans submitted and not retrieved from the building department prior to the plan check expiration
date noted above will be destroyed.
The provisions of sections 304 (d) of the Uniform Building Code state:
"Section 304 9d) Expiration of Plan Review
Applications for which no permit is issued within one year following the date of
application shall expire by limitation, and plans and other data submitted for review
may thereafter be returned to the applicant or destroyed by the Building Official.
In order to renew action on an application after expiration, the applicant shall
resubmit plans and pay a new plan review fee."
In order to provide better service, please indicate your handling choice for the plans originally
submitted and return this letter to the Building Department.
Project Abandoned - I will pick up plans within 10 days
Project Abandoned - Plans may be destroyed.
If you have any questions, please contact the Building Department at (760) 602-2718.
Raenette Abbey
Building Department
EsGil Corporation
In &ftrtncrs/iip wit/i Qovernm£nt for
DATE: APRIL :
JURISDICTION:
PLAN CHECK NO.:
26, 2004
. CARLSBAD
03-991
a
a(a
a
SET: I
ICANT
D PLAN REVIEWER
PROJECT ADDRESS: 2641/43 OCEAN STREET
PROJECT NAME: SEA WALL FOR RUSSELL RESIDENCE
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staf
The plans transmitted herewith have significant deficiencies identified on the enclosed check lis
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgi!
Corporation until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The applicant's copy of the check list has been sent to:
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: (by: ) Fax #: _
Mail Telephone Fax In Person
REMARKS:
PLANS DISCARDED AT CITY'S REQUEST. PER ROBYN, _—
PLANS WERE ABANDONED. ,
By:KR Enclosures:
Esgi! Corporation
D GA D CM D EJ D PC trnsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4- (619)560-1468 4- Fax (619) 560-1376
EsGil Corporation
In Partnership with government for Quitting Safety
DATE: April 17, 2003 a APPLICANT
JURISDICTION: Carlsbad a PLAN REVIEWER
Q FILE
PLAN CHECK NO.: 03-991 SET: I
PROJECT ADDRESS: 2641/43 Ocean St.
PROJECT NAME: Sea Wall at Russell Residence
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
[Xj The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The applicant's copy of the check list has been sent to:
Karnik Design
2802 State, Suite C Carlsbad 92008
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
X] Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Karnik Design Telephone #: (760) 434-8400
Date contacted: tf 11 "Vw (by: hvc) Fax #: -8493
Mail —^Telephone Fax^- In Person
1 REMARKS:
By; Kurt Culver Enclosures:
Esgil Corporation
D GA D MB D EJ D PC 4/10/03 tmsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576
Carlsbad 03-991
April 17, 2003
GENERAL PLAN CORRECTION LIST
JURISDICTION: Carlsbad PLAN CHECK NO.: 03-991
PROJECT ADDRESS: 2641/43 Ocean St.
DATE PLAN RECEIVED BY DATE REVIEW COMPLETED:
ESGIL CORPORATION: 4/10/03 April 17, 2003
REVIEWED BY: Kurt Culver
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the Uniform Building Code,
Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws
regulating energy conservation, noise attenuation and disabled access. This plan review is
based on regulations enforced by the Building Department. You may have other corrections
based on laws and ordinances enforced by the Planning Department, Engineering Department
or other departments.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3,
1997 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law.
• Please make all corrections on the original tracings and submit two new complete sets of
prints to: ESGIL CORPORATION.
• To facilitate rechecking, please identify, next to each item, the sheet of the plans upon
which each correction on this sheet has been made and return this sheet with the
revised plans.
• Please indicate here if any changes have been made to the plans that are not a result of
corrections from this list. If there are other changes, please briefly describe them and where
they are located on the plans. Have changes been made not resulting from this list?
Q Yes Q No
Carlsbad 03-991
April 17. 2003
1. Please provide the project soils report, as referenced on sheet S1. Make sure it
specifically addresses the sea wall (such as scouring, etc.).
2. If required by the soils report, please provide evidence that the soils engineer has
reviewed the plans.
3. Please revise the notes on sheet S1 to show f'c =4000 psi for the concrete sea wall.
4. Indicate on the plans that special inspection is required for the concrete and foundation
excavations.
5. Please provide information on the plans for the new stair (rise/run, etc.).
6. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive,
Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform
the plan review for your project. If you have any questions regarding these plan review
items, please contact Kurt Culver at Esgil Corporation. Thank you.
Carlsbad 03-991
April 17, 2003
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 03-991
DATE: April 17, 2O03PREPARED BY: Kurt Culver
BUILDING ADDRESS: 2641/43 Ocean St.
BUILDING OCCUPANCY: Wall TYPE OF CONSTRUCTION: Cone.
BUILDING
PORTION
Sea Wall
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code
AREA
(Sq.Ft.)
cb
Blda. Permit Fee bv nrrlinanrp W
Valuation
Multiplier
By Ordinance
Reg.
Mod.
VALUE ($)
16,175
16,175
$153.59
Plan Check Fee by Ordinance
Type of Review:
[J Repetitive Fee
Repeats
Complete Review
D Other
|—I Hourly
Structural Only
Hour*
Esgll Plan Review Fee
$99.83
$86.01
Comments:
Sheet 1 of 1
macvalue.doc
City of Carlsbad
^f ••^••WV^H^MV^^^^MI^HHI^^^PHVH^^B^^^^HM^V^HHHMIPublic Works — Engineering
BUILDING PLANCHECK CHECKLIST
RETAINING WALL
BUILDING PLANCHECK NUMBER: CB 03 -
BUILDING ADDRESS: £&*//,1 *IT t—f-
PROJECT DESCRIPTION: Retaining Wall
ASSESSOR'S PARCEL NUMBER:
ENGINEERING DEPARTMENT
APPROVAL
The item you have submitted for review has been
approved. The approval is based on plans, information
and/or specifications provided in your submittal;
therefore, any changes to these items after this date,
including field modifications, must be reviewed by this
office to insure continued conformance with applicable
codes. Please review carefully all comments attached,
as failure to comply with instructions in this report can
result in suspension of permit to build.
By:Date:
Please see
marked wit
plans or
DENIAL
attached report of deficiencies
Make necessary corrections to
cifications for compliance with
applicable codes and standards. Submit corrected
plans and/or specifications to this office for review.
ATTACHMENTS
Right-of-Way Permit Application
ENGINEERING DEPT. CONTACT PERSON
NAME: Taniya Barrows
City of Carlsbad
ADDRESS: 1635 Faraday Ave
Carlsbad, CA 92008
PHONE:(760) 602-2773
H:\DevetopHW* S«viCeS\MASTERS\FORMS -\CHECKLJSTS -\BUILDING PLANCHECK CKUST FORM - RETAINING WALLS.doc
1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-272O • FAX (760) 602-8562
BUILDING PLANCHECK CHECKLIST
RETAINING WALLS
1. Provide a fully dimensioned site plan drawn to scale. Show:
A. North Arrow
B. Existing & Proposed Structures
(dimensioned from street)
C. Property Lines
D. Easements
E. Retaining Wall
(location and height)
Q
Q
Q
Q
Q
2. Show on site plan:
A. Drainage Patterns
B. Existing & Proposed Slopes
C. Existing Topography
3. Include on title sheet:
A. Site Address
B. Assessor's Parcel Number
C. Legal Description
D. Grading Quantities Cut Fill Import/Export
(Grading Permit and Haul Route Permit may be required)
4. Project does not comply with the following Engineering Conditions of approval
for Project No. '
Conditions were complied with by:Date:
MISCELLANEOUS PERMITS
5. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or
private work adjacent to the public Right-of-Way.
A separate Right-of-Way issued by the Engineering Department is required
for the following:
Please obtain an application for Right-of-Way permit from the Engineering
Department.
Page
H;\Oeveto(XTient Servk»sMM5TERS\FORMS -\CHECKUSTS -\BUILDING PIANCHECK CKUST FORM - RETAINING WALLS.dOC
D 1- Provide a fully dimensional site plan drawn to scale. Show: North arrow, property, lines,
easements, existing and proposed structures, streets, existing street improvements, right-of-way
width, dimensional setbacks and existing topographical lines (including all side and rear yard
slopes).
D 2. Provide legal description of property and assessor's parcel number.
ODD
nnn
Policy 44 - Neighborhood Architectural Design Guidelines
1. Applicability: YES_ NO
2. Project complies YES
Zoning:
1. Setbacks:
Front:
Interior Side:
Street Side:
Rear:
Top of slope:
2. Accessory structure setb
Front:
Interior Side:
Street Side:
Rear:
Structure separation:
3. Lot Coverage:
4. Height:
NO
Required
Required
Required
Required
Required
>acks:
Required
Required . .
Required fJ ^s^
Required ^^ R
Required ^
Required ^ (0Oja
Required CiO
Shown
Shown
Shown
Shown
Shown
Shown .
^ Shown ^^
Shown O^^^
Shown S^ J\
Shotfn ' '
Shown "^ (oO)o
Shown "X"^) '
5. Parking:Spaces Required OrL,Shown
(breakdown by uses for commercial and industrial projects required)
Residential Guest Spaces Required Shown
D D D Additional Comments (^DP nULL&t fa&pru TU
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE.
H:\ADMMCOUf^ER\BldgPlnchkRevChklst Rev 9/01
LOVELACE
ENGINEERING.
Structural Engineering Services
STRUCTURAL CALCULATIONS
DATE:APRIL 3, 2003
PROJECT:RUSSELL SEAWALL
2643 OCEAN STREETSTREET
CARLSBAD, CA 92008
OWNER:
CONTRACTOR:
DESIGNER:
JOAN RUSSELL
2643 OCEAN STREET
CARLSBAD, CA 92008
WOLF DESIGN & BUILD
1459 LIETA STREET
SAN DIEGO, CA 92110
KARNAK PLANNING & DESIGN
2802 STATE STREET, SUITE C
CARLSBAD. CA 92008
JOB:J03079
NOTE: THESE CALCULATIONS ARING A WET STAMP & SIGNATURE
6496 Weathers Place • Suite 200 • San Diego, California 92121-2958
.530*www.lovelaceeng.co
Lovelace Engineering, Inc.
6496 Weathers Place, Ste. 200
San Diego, CA 92121
Ph: (858)535-9111
Fax: (858)535-1989
Title:
Dsgnr:
Description
Scope:
Jo
Date: 11:49AM, 19 MAR 03
"Rev: S60IOO
User: KW-0601024, Ver 5.6.1, 25-Oct-2002
(e) 1983-2002 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 1
j:\data\enercak\enercalc\03\J03079.ecw:Calai
Description SEAWALL 2
Criteria Soil Data Footing Strengths & Dimensions
Retained Height = 1300ft
Wa,l height above sol, = 0.50ft
Slope Behind Wall = 0.00 : 1
Height of Soil over Toe = 0.00 in
Soil Density = 1 1 5.00 pcf
Wind on Stem . = 0.0 psf
Allow Soil Bearing
Toe Active Pressure
Passive Pressure
Water he'9ht over heel
Footing||Soil Friction
Soil height to ignore
for passive pressure
= 5,187,0 psf
38.0
38.0
300.0
0.0ft
0.400
0:00 in
fc = 4,000 psi Fy =
Win. As % =
Toe Width
Heel Width
Total Footing Width
Footing Thickness =
Key Width
Key Depth =
Key Distance from Toe =
Cover @ Top = 3.00 in
60,000 psi
0.0018
1 .50 ft
4.75
6.25
36.00 in
12.00 in
16.00 in
5.25 ft
Btm.= 3.00 in
Design Summary
Total Bearing Load
.. .resultant ecc.
Soil Pressure @ Toe
Soil Pressure @ Heel
Allowable
12,005 Ibs
16.39 in
4,549 psf OK
0 psf OK
5,187 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe =
ACI Factored @ Heel =
Footing Shear @ Toe =
Footing Shear @ Heel =
Allowable =
Wall Stability Ratios
Overturning =
Sliding =
Sliding Calcs (Vertical Component Used)
5,672 psf
0 psf
0.0 psi OK
30.2 psi OK
107.5 psi
1 821.57
OK
OK
Lateral Sliding Force =
less 100% Passive Force =
less 1 00% Friction Force =
Added Force Req'd =
....for 1.5: 1 Stability =
4,693.0 Ibs
2,81 6.7 |bs
4,802.0 Ibs
0.0 Ibs OK
0.0 Ibs OK
Stem Construction
Design height
Wall Material Above "Ht"
Thickness
Rebar Size
Rebar Spacing
Rebar Placed at
npcinn DataLtJCOi^ii unit*
fb/FB + fa/Fa
1 Top Stem
i Stem OKft = 0.00
= Concrete
15.00
# 6
10.00
= Edge
= 0.857
Total Force @ Section Ibs = 5,458.7
Moment.... Actual ft-#= 23,654.4
Moment Allowable = 27,586.8
'' Shear Actual psi= 37.9
Shear Allowable psi = 107.5
Bar Develop ABOVE Ht.
Bar Lap/Hook BELOW Ht.
Wall Weight
Rebar Depth 'd'
n = 22.20
n = 8.50
181.3
n= 12.00
Masonry Data ~~ ~~~
f m psi =
Fs psi =
Solid Grouting =
Footing Design Results
Factored Pressure
Mu' : Upward
Mu' : Downward
Mu: Design
Actual 1-Way Shear
Allow 1 -Way Shear
Toe Reinforcing
Heel Reinforcing
Key Reinforcing
Toe
5,672
5,776
709
5,068
0.00
107.52
None Spec'd
None Spec'd
None Spec'd
Heel
0 psf
Oft-#
Oft-#
23,654 ft-#
30.16 psi
107.52 psi
Special Inspection
Modular Ratio 'n'
Short Term Factor
Equiv. Solid Thick.
Masonry Block Type =
Concrete Data —re
Fy
Medium Weight
psi = 4,000.0
psi= 60,000.0
Other Acceptable Sizes 6C Spacing*
Toe: Not req'd, Mu < S * Fr
Heel: Not req'd, Mu < S * Fr
Key: #4@ 12.50 in, #5@ 19.25 in, #6@ 27.
.Lovelace Engineering, Inc.
6496 Weathers Place, Ste. 200
San Diego, CA 92121
Ph: {828)535-9111
Fax: (858)535-1989
Title :
Dsgnr:
Description :
Scope :
u«r:KW-o60i 024, v«r 5.6.1, 25-Oct-2002 PantilovoroH Rotaininn Wall Hoc innw 1983 2002 ENE^CALC Engineering software uaniiieverea Keiammg wan uesign
Job#O6-5tT7<?
Date: 11:49AM, 19 MAR 03
A/A
Page 2 1
s:\dat3\enwcalc\enercalc\03\l03079.ecwrCaicu |
Description SEAWALL 2
1 Summary of Overturning & Resisting Forces & Moments |
OVERTURNING
Force Distance Moment
Item Ibs ft ft-#
Heel Active Pressure = 4,864.0 5.33 25,941.3
Toe Active Pressure = -171.0 1.00 -171.0
Surcharge Over Toe
Adjacent Footing Load =
Added Lateral Load =
Load @ Stem Above Soil =
SeismicLoad * = *
Total = 4,693.0 O.T.M. = 25,770.3
Resisting/Overturning Ratio = 1.82
Vertical Loads used for Soil Pressure = 1 2,005.0 Ibs
Vertical component of active pressure used for soil pressure
.....RESISTING.....
Force Distance
Ibs ft
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 =
Total =
5,232.5
2,446.9
2,812.5
200.0
1,313.1
12,005.0 Ibs
4.50
0.00
2.13
3.13
5.75
6.25
R,M.=
Moment
ft-#
23,546.3
5,199.6
8,789.0
1,150.0
8,207.1
46,891 .9
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