09-0793 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: JZ09`000007.93,5
Property Address: 54740 SECRETARIAT DR
APN: 767-320-999-235 -32879
Application description: WALL/FENCE
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 625
Ti&t
"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Applicant: Architect or Engineer:
-----------------
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: License.No.:
Date: Contractor:
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit -to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any a plicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 1$500).:
( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
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 or she did not build or
improve for the purpose of sale.).
1 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contr rs' State License Law does not apply to an owner of
property who builds or improves thereon, ando c tracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License L;(.-;.
(_) I am exemgt under ;ec. , B.&P.C. fo this r son •,�
ate: ner:
CONSTRUCTION LENDING AGENCY
I hereby affirm and penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.). '
Lender's Name: It
'
Lender's Address:
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Owner:
PAUL FRY
54740 SECRETARIAT DRIVE
LA QUINTA, CA 92253
------------------------------
Contractor:
Owner
Date: 7/23/09
J Fn
)fin -..,vim �:.��..,�^
�'1 tLu22"�
------------------
WORKER'S COMPENSATION DECLARATION
CITY OF LA QLl,�t 1
I hereby affirm under penalty of perjury one of the following declarations:
1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrierlicy Number
I certify that, in the performs oft work for which this permit is issued, I shall not employ any
person in any manner so s to b ome subject to the workers' compensation laws of California,
and � ree that, if I shou bec a subject t workers' compensation provisions of Section
37 o the La r Cod , I s o those provisions. -
te: 7 �� cant:
WARNING: IL RE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, 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 COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performedunder or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such per ' cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the ab a info ation is c rect. I agree to comply with all
city and county ordi nces and state laws relating to buildin con ti n n ' e y horize representatives
of this y to �pon the apbpove- entionged property r ' ur 0 s
D e: Z nature licant or Agent):
LQPERNIIT
Application Number . . . . . 09-0.0000793
Permit . . . WALL/FENCE
PERMIT
Additional desc .
Permit Fee . . . . 19.00
Plan Check Fee
.00
Issue Date . . . .
Valuation . . .
. 625
Expiration Date 1/19/10
Qty Unit Charge Per
Extension
BASE
FEE
15.00
2.00 2.0000 HND BLDG
501-2,000
4.00
----------------------------------------------------------------------------
Special Notes and Comments
25 L.F. 6' FRONT COURTYARD WALL,
CITY
Q
STANDARD. 2007 CODES
----------------------------------------------------------------------------
Other Fees •. . . . . . . BLDG STDS ADMIN (SB1473)
1.00
Fee summary Charged
Paid Credited
Due .
--------- ----------
Permit Fee Total 19.00
---------- ----------
.00 .00
19.00
Plan Check Total .00
.00 .00
.00
Other Fee Total 1.00.
.00 .00
1.00
Grand Total 20.00
.00 .00
20.00
_
City of La Quinta
Building 81• Safety Division
P.O. Box 1504, 78-495 caue Tampico
La Quinta, CA 92253 - (760).777-7012
Building Permit Application and Tracking Sheet
Permit #
0�,'
Project Address: Sy 7�jlQ �eCfc:�/�1/Ifr
Owner's Name:�;✓� �t
A. P. Num er: —
-Address: — ., r -- - - - - -- —
Legal Description: 3.18 7 1
City, ST, Zip: C A)
_. -- - -- '-;a:��y�.,���:°°'"----•--
Telephone:. �% �.. }
Project Description: /OCX ".2_//
-Contractor:-- - ..._tie_ _ < _. --.. -.__
(,v %� _
Address:
-
City, ST, Zip: 40- din%.:
Telephone: f•... ,,yfy
State Lic. # : City Lic. C .
Arch., Engr., Designer:.
Address:
City., ST, Zip:
•ti
Telephone:;
State Lic. #:
.::.
�
Construction Type: Occupancy:
.Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.: #Stories: T4 units:
Name of Contact Person:
.Telephone # of Contact Person:
Estimated Value of Project:
APPLICANT: DO NOT WRITE. BELOW THIS LINE
Submittal
Plan Sets
jReq1dRec'•d
TRACKING
Plan Check submitted
PERMIT FEES
Item Amount
Structural Cales.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cales.
Called Contact Person
Plan Check Balance
Title 24 Cales.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading' plan
2°" Review, ready for corrections/issue
Electrical
'
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up.
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading .
IN HOUSE:-
Review, .ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr.
Date of permit issue
School Fees
i
r �
P.O. BOX 1504
LA QUINTA, CALIFORNIA 92247-1504
78-495 CALLE TAMPICO
LA QUINTA', CALIFORNIA 92253
BUILDING & SAFETY DEPARTMENT
(760) 777-7012
FAX (760).777-7011
PROPERTY OWNER'S PACKAGE .
Disclosures & Forms for Owner -Builders Applying for Construction Permits
IMPORTANT! NOTICE TO PROPERTY OWNER
Dear Property Owner:
An. application—for--a building permit has been submitted in your name listing yourself as the builder of the property
improvements specified at
We are providing you with an Owner -Builder Acknowledgment and Information Verification Form to make you aware of your
responsibilities and possible risk you may incur by having this permit -issued in your name as the
Owner -Builder. We will not issue a building.permit until you -have read, initialed your understanding of each'provision,
signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice
unless you, the property owner, obtain the prior approval of the permitting authority.
OWNER'S AC KN IWLEDGMENT AND VERIFICATION OF INFORMATION
DIRECTIONS. Read and initial eachstatement below to signify you understand or verify this information.
1. I understand'a frequent practice of unlicensed; persons is to have the property owner obtain an "Owner -Builder"
.building permit that erroneously implies that the property owner is?providing his or her own labor and material personally. I, as
an Owner-Builder,*may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person
and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those
injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers
on my property.
I understand building permits are not required to be signed by property owners unless they are responsible for the
construct'on and are not hiring a licensed Contractor to assume this responsibility.
AI understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect
myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my
own.
I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on
pe is and contracts.
understand if I employ or otherwise engage any persons; other than California licensed Contractors, and the total value
o y construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employee'
under state and federal law.
understand if I am considered an "employer" under state and federal law, I must register with the state and federal
g v ent, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment
compensatioh for each "employee." I also understand 'my failure to abide by these laws may subject me to serious financial
risk.
understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential
s ruct res cannot .legally build them with the .intent to offer them for sale, unless all work is performed by licensed
subcontractors and the number of structures does not exceed four' within any calendar year, or all of the work is performed
under contract with a licensed general building Contractor.
I understand as an Owner -Builder if I .sell the property for which this permit is issued, I may be .held liable for any
mancial or personal. injuries sustained by any subsequent owner(s) that result from any latent construction defects in the
workm r materials.
understand I may obtain more information regarding my obligations as an "employer" from the internal Revenue
ervice, the United States Small Business Administration, the California Department of Benefit Payments, and the California
Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CS -LB) at 1-
800-321- (2752) or www.csib.ca.gov for more information about licensed contractors.
I am aware of and consent to an. Owner -Builder building permit applied for in my name, and understand that I am the
arty legally and financially responsible for proposed construction activity at the following address:
I agree that, as the party legally and financially responsible for this proposed construction activity,.I will abide by all
applicable and requirements that govern Owner -Builders as well as employers. •
/,��agree to notify the issuer of this form immediately of any additions; deletions, or changes to any of the information I
have Provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with
someone who does not have a license,. the Contractors' State License Board may be unable to assist you with any financial loss
you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court- It is also
important for you to: understand that if an unlicensed Contractor or employee of that individual or firm is injured while working
on your property; you may be held liable for damages. If you obtain a permit asOwner-Builder and wish to hire Contractors,
you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers'
compensation insurance coverage.
Before a building permit can be issued, this form must be completed and signed by the property owner and returned to
the agency responsible for issuing, the. per ote: A copy of the property owner's driver's.licensej form notarization-, or
other verification acceptable to the agen is equired to be presented when the permit is issued to verify the property
owner's signature. /j
Signature of property owner Date:
-Ole
� v
Note: The following Authorization Form is required to be completed by the proper. ty.owner only when designating
an agent of the property owner to apply for a construction permit for the Owner -Builder.
AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF `
Excluding the Notice to Property Owner, the execution of which I understandis my personal responsibility, l hereby authorize
the following- person(s) to act as. my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner -Builder
Permit for my project.
Scope of Construction Project (or Description of Work):
Project Location or Address:
Name of Authorized Agent:
Address of Authorized Agent:
Tel No
I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above
information and certify its accuracy. Note: A copy of the owner's driver's license, form notarization, or other verification
acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature..
Property Owner's Signature: Date:
-----------------
-----------------------------ML-------
VERANDA
•r-. OPE-4 I
�� ''
I I Opp.-� ir�,Opt.,- i
I, �� •` �� �I
O [.,
r-. P. ,
I, II 12' Ceiling
li ii i,
`v
`V
Opt'
pt'Opt_
R--ET--RE--A
Desk
„i
O t
12' Ceiling1i
ROOM — — — — — — — — — — — — —
IiL
—'GATHERING —_'
--T
--III
12' Ceiling
iIII
Ir
Opt. I-----
—
GREAT ROOM
pLIBRARYI
ij
I
'
MASTER
III
SUITE
II
II
Pan I o Bar-----------
III
12' CeilingKTCHEN
-----I
BEDROOM 3 ii
II
--_—
II
II II
10'Ceiling
---
FORMAL I
wder
------
Walk-
ENTRY
DINING
Closet
I
_ — ROOM I
Bath 3 I
I
10' _j
J
O r.
�j
'MASTER
O
COURTYARD —.
` BATH
LAUNDRY I
J
i
_ \
(, �� I
- - -
G. l-:
�IWalk- 0
In-
2-CAR GARAGE
BEDROOM 2 /
_ _—
Q Bar}' 2 SUITE OPT. — — — — —
I Bach 4
I CASITA
]0' Ceiling
i 10' Ceiling
I I
MODEL SHOWN IN REVERSE
1 -CAR GARAGE
(wooa 5 AYE .ui l
�'l WIDE SATE ���
I
WALL 16".-r. ICK.
6'-8" HIGH 12" THICK WALL.
54-740 S'Ec-ec'TAQiA-T DENE
NOTES:
GRIFFIN RANCH
1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 1-1/2
DESIGN CRITERIA: PER THE 2007 CBC PARTS SAND TO 3-112 PARTS GRAVEL WITH A MAXIMUM OF 1-112
1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM
1. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF TO ASTM C 150 TYPE II/V. Fc = 2500 PSI
3. GROUT STRENGTH = 2000 PSI @ 28 DAYS
4. REINFORCING STEEL : GRADE 60. 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
5.1500 PSI MASONRY COMPRESSION STRENGTH - NO SPCL. ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
INSPEC7TON
4. REBAR SHALL BE CENTERED IN THE CONCRETEBLOCK CELL IN
WHICH IT IS LOCATED.
#3 S
32 SHOWN
5. CONCRETE BLOCK SHALL BE LAYED IN A RUNNING BOND
8 ^ n 8 ^ PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
GROUTED.
Z USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND. '
0 77ONAL 12" CAP
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
#4 H 91 Z. CONT.
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
. PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
Q„ UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
W Z FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSITUENT5
m
' ~
�+ 9. BLOCK STEM MAY BE WET-SET 1-1/2" INTO THE FOOTING WHILE
THE CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO
LL_ EITHER EDGE OF THE TRENCH TYPE FOOTING.
®
7 �' 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED .
(n m
z NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
LL
CL O O COMPACTION OF 90 %.
Z 0- Q;, v 11. FIRST INSPECT70N TO BE AFTER FOOTING TRENCHES ARE
Q v READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE.
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
�- PLACE AND THE BLOCK WALL IS READY TO GROUT.
w
m io 12. MAXIMUM CONTROL JOINT SPACING: 40'01C. 20'01C FOR
WALLS TO BE MORTAR WASHED OR STUCCO COATED.
,¢3 71E 0 32" 0/C
11CUAS SHOWN
8"F 18'
I
(2) #4 T DROP-IN BARS
0 3 " 0/C. •
6816 OR 6616 CMU
'
(2) #4 DOWELS W/ 24" MIN. GROUTED ONLY AT VERT
REBAR.
EXTENSION INTO CMU.
0 32" O/C. 133"
9"
2 6" 6" #4 HORZ CONT 0 TOP
BOND BEAM
a
`} #3TIE 0 32" O/C
I I AS SHOWN
•jx 8An B"
III: ck: — Q�OFESS70
S.
#4 HORZ X 18" LONG y�
f" N
0 32" 0/C. 0:
12" WIDE
(2)4 HORZ EOL 1 38 20/0
*
2'-0- WDE
C / V %
f
OF CA0f0
ORCO WALL SYSTEM FORCES PER 2007 CBC CHAPTER 16
WIND FORCES TO WALLS PER SECTION 160.9
CHECK WIND FORCE CALCULATION FOR BASIC 85 MPH 8 95 MPH 3 SECOND GUST SPEED EXPOSURE C CONDITION
US/NG ASCE 7-05 CHAPTER 6 WIND LOADS:
USING SECTION 6.5.10 TO FIND THE J SEC. VELOCITY PRESSURE OH. -
OH= 0.00256 Kz KzT K6 V 21 (6-15) WHERE: KZ = .57 FOR EXP B AND KZ = .85 FOR EXP C
FROM TABLE 6.J
KzT = 1.0 DEFAULT PER SECTION 6.5.7.2
KD = .85 FROM TABLE 6.4
I = .87 FROM TABLE 6-1
THEREFORE, FOR 85 MPH 8 95 MPH J SEC. WIND GUST SPEED:
OH = (0.00256)(.85)(1.0)( 85)(85 2)(87) = /I.6 PSF 8 OH = (0.00256)(85)(/. 0)(. 85)(95 2)(.87) = l4.5 PSF -
NOW US/NG SECTION 6.5.14 FOR SOLID FREESTANDING WALLS:
FH = ON G CF AS (6-27) WHERE. G=.85 FROM 6.5.8.1
CF = 1.40 PER FIGURE 6-20 USING AVERAGE ASPECT RATIO (WALL LENGTH TO HIGTH) OF 2.
NOTE: CF RANGES FROM 1.48 FOR A 5' WIDE RETURN WALL TO l.J FOR A 60' PANEL.
THEREFORE.- FOR 85 MPH = (IL6 PSF)(85)(1.4)As = /J.8 PSF. 8 FOR 95 MPH = (14.5 PSF)(85)(l.4)As = 17.5 PSF.
WIND FORCE FOR EXPOSURE C CONDITIONS
VS /N MPH
85
90
95 .
/00
1 /05
//0
/20
VFM IN MPH
71
76
81
85
90
95
/04
OH = .00256 KZ KZT KD V I
35 PSF
J7 PSF
39 PSF
45 PSF
48 PSF
52 PSF
60 PSF
WHERE KZ=.57. KZT=1.0 KD= .85
11.6 PSF
/J. 0 PSF
14.5 PSF
16. l PSF
17.8 PSF
19.5 PSF
23.2 PS
AHD I=.87 FOR MISC. STRUCTURES
FH WINO FORCE PER SO. FT.
FH = OHXGXCFAs PER 6.5. /4
/3.8 PSF
/5.5 PSF
17.3 PSF
19.2 PSF
2/.2 PSF
23. Z PS
27.6 PS
WHERE G=.85 AND CF -1.4 AVE.
II
PROJECT SITE WIND ZONE. Vs= MPH EXPOSURE C
THEREFORE WIND FORCE = 11- $ PSF
SEISMIC FORCES PER 2007 CBC '(ASCE 7-05 SECT. 15.4.1,
FOR NONBU/LDING STRUCTURES
FREE STANDING WALLS AND PILASTERS
PROJECT SITE CLASS D
FUNDAMENTAL PERIOD T GREATER THAN 0.06 SEC
CALCULATED USING SECTION 12.8-7 AND TABLE 12.8-2
PER EON. 15.4-2 FOR NONBUILD/NG STRUCTURES: Cs=[(0.80)(SI)/(R/l)1 (W)
WHERE 1 = 1.0 8 FA = 1.1 FROM TABLE 11.4-1 8 R = 3.0 FROM TABLE 15.4.2
SEISMIC FORCE FOR I SEC. PERIOD CONDITIONS
Sl FROM FIG. -4
60
70
80
90
/00
/10
Cs=[(O.80)(SI)/(R1I)lw
.22W
.24W
.25W
.27W
30W
.32W
15-
CL
z®®o
n � J F-
cy
LL
�c/) ®U m
LL 0 Z
U' �, O o
OZ�0.
� <0
Q QpoFESSIOA,4
u m
~ CJ/975 N z
Exp. l2-JI-ZOIO.
sQ c1V1 2P
iF OF CAL\FOP
PROJEC T S1 TE SEISMIC INFORMA TION.-, Sl = • 70 SO CS =. 24 W
CMU WALL WEIGHTS PER SO.' FT.
BLOCK TYPE6'
CMU W/ JOINT REINFORCEMENT
B' CMU
16X/6
/CASTER
GROUTED ® 0/C
48.0/C
40'0/C
32.0/C
24'0/C
/6'0/C
52'0/C
24'0/C
16'0/C.
SOLID'
SOLID
WT. PER SO. FT.
34 PSF
35 PSF
J7 PSF
39 PSF
45 PSF
48 PSF
52 PSF
60 PSF
BO PSF
l60 PSF
THEREFORE SEISMIC FORCE = (. zf )(zx�PSF)- /7 eFSF -,C-
PSF)= PSF
To specify your own
special title block here,
use the "Settings" screen
and enter your title block
information.
Title 6'8" wall 12" cmu 85c and .,24w Page:
Job # ...New... Dsgnr: tsm Date: OCT 17,2008
Description.:..
6'-8: high wall w 12" cmu 85c wind and .24w seismic
This Wall in File: C:\Program Files\RP2007\new walls 2007
Retain Pro 2007 , 16 -Apr -2008, (c) 1989-2008
www.retainpro.com/support for latest release Cantilevered Retaining Wall Design Code: CBC 2007
Registration # : RP -1167735 2007013
Criteria
1,587 psf OK
Retained Height =
0.33 ft
Wall height above soil =
6.33 ft
Slope Behind Wall =
0.00: 1
Height of Soil over Toe =
4.00 in
Water height over heel =
0.0 ft
Wind on Stem = 17.8 psf
Vertical component of active
lateral soil pressure options:
USED for Soil Pressure.
USED for Sliding Resistance.
USED for Overturning Resistance.
Surcharge Loads
Surcharge Over Heel = 0.0 psf
NOT Used To Resist Sliding & Overturning
Surcharge Over Toe = 0.0 psf
NOT Used for Sliding & Overturning
Axial Load Applied to Stem
Axial Dead Load = 0.0 lbs
Axial Live Load = 0.0 lbs
Axial Load Eccentricity = 0.0 in
*Design Summary
Wall Stability Ratios
Overturning = 1.70 OK
Sliding = 3.64 OK
Total Bearing Load = 919 lbs
...resultant ecc. = 7.36 in
Soil Pressure @ Toe =
1,587 psf OK
Soil Pressure @ Heel =
0 psf OK
Allowable =
2,000 psf
Soil Pressure Less Than
Allowable
ACI Factored @ Toe =
1,885 psf
ACI Factored @ Heel =
0 psf
Footing Shear @ Toe =
6.4 psi OK
Footing Shear @ Heel =
1.9 psi OK
Allowable =
75.0 psi
Sliding Calcs (Vertical Component Used)
Lateral Sliding Force =
112.5 lbs
less 100% Passive Force = -
133.3 lbs
less 100% Friction Force = -
275.8 lbs
Added Force Req'd =
0.0 lbs OK
....for 1.5 : 1 Stability =
0.0 lbs OK
Load Factors -
Building Code
Dead Load
Live Load
Earth, H
Wind, W
Seismic, E
CBC 2007
1.200
1.600
1.600
1.300
1.000
Soil Data
Toe Width =
Allow Soil Bearing
= 2,000.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure
= 45.0 psf/ft
Toe Active Pressure
= 45.0 psf/ft
Passive Pressure
= 150.0 psf/ft
Soil Density, Heel
= 115.00 pcf
Soil Density, Toe
115.00 pcf
FootingIlSoil Friction
= 0.300
Soil height to ignore
150.00 pcf
for passive pressure
= 0.00 in
Lateral Load Applied.to Stem
Lateral Load = 0.0 #/ft
...Height to Top = 0.00 ft
...Height to Bottom = 0.00 ft
Footing Dimensions & Strengths
Toe Width =
0.54 ft
Heel Width.
1.46
1.46
Total Footing Width =
-2.00
Footing Thickness =
12.00 in
Key Width =
0.00 in
Key Depth =
0.00 in
Key Distance from Toe =
0.00 It
fc = 2,500 psi Fy =
60,000 psi
Footing Concrete Density =
150.00 pcf
Min. As % =
0.0000
Cover @ Top = 3.00 in @ Btm.= 3.00 in
[Adjacent Footing Load
Adjacent Footing Load =
0.0 lbs
Footing Width =
0.00 ft
Eccentricity =
0.00 in
Wall to Fig CL Dist =
0.00 It
Footing Type
Line Load
Base Above/Below Soil
at Back of Wall =
0.0 ft
Poisson's Ratio =
0.000
-Stem Construction , Top Stem_
Stem OK
Design Height Above Ftc ft= . 0.00
Wall Material Above "Ht = Masonry
Thickness = 8.00
Rebar Size = # 4
Rebar Spacing = 32.00
Rebar Placed at = Center
Design Data -
fb/FB + fa/Fa = 0.788
Total Force @ Section lbs = 112.6
Moment.... Actual ft-#= 393.8
Moment..... Allowable = 499.7
Shear..... Actual psi = 2.4
Shear..... Allowable psi= 25.8
Wall Weight . 84.0,r
Rebar Depth 'd' in= - 3.75
LAP SPLICE IF ABOVE in= 24.79
LAP SPLICE IF BELOW in=
HOOK EMBED INTO FTG in = 8.40
Masonry Data -- -
fm psi=
Fs psi =
Solid Grouting =
_ Use Full Stresses =
Modular Ratio'n' _
Short Term Factor =
Equiv. Solid Thick. in =
Masonry Block Type
Masonry Design Method =
Concrete Data.
fc psi = .
Fy psi =
1,500
24,000
Yes
No
21.48
1.330
7.60
Normal Weight
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Title 6'8" wall 12" cmu 85c and .,24w Page:
special title block here,
Job # ...New...
Dsgnr: tsm Date: OCT 17,2008
use the "Settings" screen
Description.:..
and enter your title block
6'-8: high wall w 12"
cmu 85c wind and .24w seismic
information.
This Wall in File:
CAProgram Files1RP20071new walls 2007,
Retain Pro 2007 , 16 -Apr -2008, (c) 1989-2008
www.retainpro.com/supportfor latest release
Cantilevered Retaining Wall Design
Code: CBC 2007
Registration # : RP -1167735 2007013
Footing Design Results
Toe
Heel
Factored Pressure = 1,885
0 psf
Mu': Upward = 376
0 ft-#
Mu': Downward = 57
115 ft-#
Mu: Design = 320
115 ft-#
Actual 1 -Way Shear = 6.39
1.89 psi
Allow 1 -Way Shear = 75.00
75.00 psi
Other Acceptable Sizes & Spacings
Toe Reinforcing = None Spec'd
Toe: Not req'd, Mu < S ' Fr
Heel Reinforcing = None Spec'd
Heel: Not req'd, Mu < S " Fr
Key Reinforcing = None Spec'd
Key: No key defined
Summary of Overturning & Resisting
Forces & Moments
.....OVERTURNING.....
.....RESISTING.....
Force
Distance
Moment
Force Distance Moment
Item lbs
ft
ft-#
lbs ft ft-#
Heel Active.Pressure = 39.8
0.44
17.6 Soil. Over Heel =
30.0 1.60 48.2.
Toe Active Pressure = -40.0
0.44
-17.8 Sloped Soil Over Heel =
Surcharge Over Toe =
Surcharge Over Heel =
Adjacent Footing Load =
Adjacent Footing Load =
Added Lateral Load =
Axial Dead Load on Stem =
0.00
Load @ Stem Above Soil = 112.7
4.50
506.5. Soil Over Toe =
20.8 0.27 5.6
Surcharge Over Toe =
Stem Weight(s) =
559.4 0.87 489.4
- ---------
Earth @ Stem Transitions=
Total = 112.5
O.T.M.
= 506.3 Footing Weigh
=
299.9 1.00 299.9
Resisting/Overturning Ratio
=
1.70 Key Weight =
Vertical Loads used for Soil Pressure
= 919.3
lbs Vert. Component =
9.2 2.00 18.3
Vertical component of active pressure used for soil pressure Total =
919.3 lbs. R.M.= 861.4
DESIGNER NOTES.
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