10-0289 (BLCK)P.O: BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 10-00000289.
Property Address: 52980 AVENIDA OBREGON
APN: 773.-315-012-12 -000000-
Application description: WALL/FENCE
Property Zoning:COVE 'RESIDENTIAL
Application. valuation: 3600
BUILDING & SAFETY DEPARTMENT
. BUILDING PERMIT
Applicant: Architect or Engineer -
7J a C'�G.ctd,'ti
�# X727
LICENSED CONTRACTOR'S DECLARATION.
I hereby affirm under. penalty,of•perjury, that.1 am licensed under provisions of Chapter 9 Icommencing with.
Section 7000) of Division 3 of the Businessend Professionals Code, and my License is -in fullforceand effect.
Li se Class License No.:
• ontractor: i
-
OWNER -'BUILDER DECLARATION
I 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 C'&6: =Any city or county that requires a permit to
construct, alter, im'prove;,demolish; or repair any structure piior'to its issuance also requires*tHe applicantfor the
permit to file.a.signed statement that he orshe is licensed pursuant'to'the.provisions`of the Contractor's State
License, Law (Chapter 9 (commencing with Secnon 7600) 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 applicant for a.permit subjects applicant to a civil penalty,:of not more than five hundred' dollars (5500).:
I; as owner of the property or my.employees with wWages s'as their'kle compensation,%wilj do the work, and
the structure is not'intended.or'offered'forsalel(SeL 7644;'business and'.Professions Code The
Contractors' State License law does not apply-to.an owner of:pioperty who builds or improves thereon,
"and who does the work himself or herself through his or hd. own employees, provided that.the '
'improvr ements are not intended ooffered for sale, )f; howe'ver,'the building. or improvemeAt is sold within
one, year of completion, the owner-builderwill'have the burden of proving that he or she did. not build or
improve for the purpose of sale.). - . -
(_ ). I, asbwner of the propertm y,-aexclusively contracting'with licensed contractors to construct the project (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 contracts for the projects with a contractor(s) licensed
pursuant to the Contractors'. State License Law.).:. -
( 1 I am exempt under Sec. , B.&P.C. for this reason
Owner:
CONSTRUCTION LENDINO AGENCY
I hereby affirm under penalty ofperjury 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:
Lender's Address:
LQPERMIT
VOICE (760)777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 4/29/10
Owner:
CRUZ ROBERTO
52980 AVENIDA OBREGON
LA QUINTA, CA 92253
---------------------------------
Contractor:
Owner 1
—=-------------=--------- ---- ` 4 ici ;'
L
Gtr r
r
-------- - - - - -------- - - - -«.
WORKER'S COMPENSATION DECLARATION ,
Lhereby affirm under penalty of perjury one of the followin-g declarations:
•• I have and wilFinaintain a certificateof 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 3700of the Labor,'
:Code, for the•performance.of the work -for wh_ ich this permit is issuedi `Myworkers_' compensation
..insurance carrier and policy number are:.
Carrier 'PolicyNumber
I certify.that, in the performance of'the Work 'for which this permit is issued,.l shall hot employ any.',
person-in'any manner so as to.become subjecrm
to.the workers' copensation-laws of California, y
and agree that, if, I should become subject. to: the workers' compensationprovisionslof Section
3700,?fske:Labor, Code 1 shall-forthwiihcomplywith those provisions.
Dated ' Applicant;
r
-WARNING: FAILURE -TO SECURE:WORKERS`COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN.EMPI O&ER TO'CRIMINAL';P,ENALTIES AND -CIVIL FINES UP TO;ONE HUNDRED THOUSAND,
DOLLARSyS 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`Directorof-Bujlding 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 performed under 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 permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city V county ordinances and state laws relating to building construction, and hereby authorize representatives
of rcounty to enter up n the above-mentioned property for inspection purposes.
Date 1011) ignature (Applicant or Agentl: - .-A- Y
U
LQPERMIT '
Application Number 10=00000289
Permit . . . . WALL/FENCE PERMIT
Additional desc .
Permit Fee . . . . 63.00 .:..Plan Check Fee
.00
Issue-Date . . . . Valuation
3600
Expiration Date 10/26/10
Qty Unit Charge Per
Extension.
BASE: FEE
45.00
2.00 9.000.0 THOU- BLDG 2;0.01-25,000
18.00
Special Notes and Comments
ADD.; 6' FT. HGT .BLOCK .WALL�`'TO. -EXISTING•
RETAINING WALL 50 FT, AT :REAR., 73-'.FT AT:
NORTH'' SIDEYARD - & ADD:<,l 33';FT BY 22"• FT
,ALONG' NORTH,. FRONT ,YARD,. SETBACK PER
ENGINEERED. PLANS 20'07 CBC'
..
__
-_-- ----------------==----- -------------------------------------
Other jFees BLDG SIDS ADMIN (SB1473)
1.00
�Fee.summary Charged Paid Credited
Due
Permit'Fee'Total 63.00 •.00 .00
6.3:00
-Plan Check Total :00 .00- .00
00'' -
Otter Fee-Total -:1. 0.0 . . 00•'. ..00
1.0;0 '
-_
Grand Total'` 64•.-'00 00. .00
'64.00
1' ..
•.
LQPERMIT '
Bin #
City of 0,4.Quinta
Building 8T Safety Division
Permit #
P.O." Box 1504,79-495 Calle Tampico
La Quints CA "92253 - (760) 777-7012
.
Building Permit Application. and Tracking-Sheet—
-
Project Address: U d�. r� Q 9E6O .
a✓F p r.�suq Iwner's Name:. ' 'T U Z
A" P. Number: 2
Address:.' ZG, 0
Legal Description:
City, ST, Zip: V rf� C 1 Z�
Contractor:
Telephone:(-7(o V).L12
Address:
Project Description:.(
City, $T, zip:
(,(/ 'LL
:. oN v s A0 K)
.
Telephone:
State Lic. #
.
City Lie. #: A, D.- ek 46ti Uis /uof I+T
Arch., Engr., Designer:
• SSD E-" 6. • cJS ��
Address:
City., ST, Zip:
4&W-&s a
Telephone:
r • _ConstructionType: —occupancy*--
panty=
--
State Lic.
Project-type (circle one): N ' Add'n Alter. Repair Demo
Name of Contact Person:
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: Estimated Value of Project: p (,
APPLICANT:
DO NOT WRITE BELOW THIS,L'INE
ti
Submittal
Req'd
Recd
IZE90FIIVMID
,; 4 PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cafes.
Reviewed, ready for correclAPsR 0 1-2 0 10
,Pl.n Cheek Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up BY
a.'o
COnStrUetlOn
Flood plain plan
Plans resubmitted
Mechanical
O
Grading plan
2" Review, ready fo correctio ue:,.Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked,up
11.§I.
S.M.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
''' Review, ready for correction ue.4gn
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue oe
School Fees
Lotal
r.
_..
v LA
TL Permit Fees
4_ q_10 14—i
STRUCTURAL CALCULATIONS
FOR
A MASONRY SCREENWALL
AT
52-980 AVE "OBERGON
LA QUINTA, CALIFORNIA 92.253
PREPARED FOR:
oep,OFESSlo
ROBERT CRUZ Q`� QN N. c/o �
TA 52'-980 AVE OBERGON ,���:c��
z "l' C)� QUI�I QUINTA, CALIFORNIA92253 .. W' ` No. 35727
BUILDING. SAFETY DEPT.. Exp; 6 0
APPROVED PREPARED BY: '> ,
FOR CONSTRUCTION
'.JOSEPH N. CICCHINI, P.E. FOF Cat-�F��
BY g 5 P.O..BOX.4206
DATE; PALM DESERT, CALIFORNIA 92261
TEL: 760-776-6:6:87
FAX:760-346-3460
APRIL 1, 2010
APRIL 16, 2010
THIS CONFIDENTIAL REPORT IS PROVIDED EXCLUSIVELY. FOR THE ,USE OF
ENGINEERING APPROVAL. THE TECHNICAL INFORMATION CONTAINED HEREIN IS THE
CONFIDENTIAL PROPERTY OF JOSEPH N. CICCHINI,-P.E.. REPRODUCTION OF THIS
REPORT OR USE OF THIS INFORMATION'FOR ANYTHING -OTHER THAN ITS LIMITED,
INTENDED PURPOSE AS TO THIS PROJECT, WITHOUT THE WRITTEN PERMISSION OF.
JOSEPH N. CICCHINI, P.E. IS PROHIBITED.
REC MlVZID
APR 2.0 2010
BY:
e d
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f LUOLOABLO SOI:L J3BPPir46-'z- ().500 PSF
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35500
Joseph N. Cicchini, P.E.
P.O. Box 4206
Palm Desert, Ca 92260
760-776-6687
Fax 760-346-3460
,. .:;.
Description
Tittle:
Osgnr.
Description
Scope:
Cantileveteeci Retaining Wall Design
"S, -�::
�
.. k �->l {.:..0 .:SX h� �. i:.:c U.
Retained Height
f ..L� :.:Y /L3ri...'•t'.:�: Llai^T.Ci'
= 2-00ft
Wall height above soil
= 6.00 ft
Slope Behind Wali
= 0.00:1
Height of Soil over Toe
= 6.00 in .
Soil Density
= 110.00 pcf
Wind on Stem = 14.5 psf
Design Surilmany
Total Bearing Load - 1,149 lbs
...resultant ecc. = 7.59 in
oil Data..
�
.SF-.7:� n,X-' o,Vir,;r-!r.5e";..i'!-'.,,.,,ti::t6.
:mo i.:
Allow Soil Bearing
= 1,500.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure
= 35.0
Toe Active Pressure
= 0.0
Passive Pressure
= 150.0
Water height over heel
= 0.0 ft
FootingllSoil Friction
= 0.250
Job #
Date:
3
Footing Streno9-ts & Diineiisions t
v}^.e4:.•:'i�2tT'.'L':.1:7 IIlyw(', Ts s � xW. w :ti [w _{l.. L.... .'e..P.',i>
fc =. 2,500. psi Fy = 40,000 psi
Min. As % = 0.0014
Toe Width = 0.50 ft
Heel Width = 1.83
Total Footing Width = x:33:
Footing Thickness = 12-00 in
K
K
= 1,438 psf O
Key Width _
0.00 in
Sail height to ignore
= 1,500 psf
Key Depth
0.00 in
for passive pressure =
6.00 in
ACI Factored @ Heel
= 0 psf
Footing Shear @ Toe
= 6.9 psi O
-
Key Distance from Toe -
0.00 ft
Allowable
= 85.0 psi
Cover @ Top = 3.00 in
@ Btm.= 3:00 in
Steiti WL
= 1.90 OK
I!, Top Stem 2nd
= 1.79 OK
F
Lateral Sliding Force
= 244.5 lbs
Stem OK Stem OK
less 100% Friction Force = - 287.2 lbs
Design,height
ft=
2.00 0.00
= 0.0 lbs OK
Wall Material Above "HY
=
Masonry Masonry
Factored Pressure =
Thickness
Mu': Upward =
8.00. 8.00
Mu': Downward =
K Rebar Size
_
-
# 4 # 4
ActualI -Way Shear. =
K Rebar Spacing
=
32.00 32.00
Toe Reinforcing =
Rebar Placed at
=
Center Edge
Key Reinforcing. =
Design Data
- --_-- -
fb/FB + fa/Fa
=
0.=0695
Total Force@ Section
lbs=
87.0 157.0
Moment. -Actual
ft-#=
261.0 481.7
Moment - Allowable
ft-# =
516.2 809.1
Shear..... Actual
psi =
3.1 2.7.
Shear.... -Allowable
psi =
24.4 25.8
Soil Pressure @ Toe
= 1,438 psf O
Soil Pressure @ Heel
= 0 psf O
Allowable
= 1,500 psf
3,:1 :=r-:s�C;, Les,
_ 'i ttatf ;a)i;,t, lis
ACI Factored @ Toe
= 2,013 psf
ACI Factored @ Heel
= 0 psf
Footing Shear @ Toe
= 6.9 psi O
Footing Shear @ Heel
= 4.8 psi O
Allowable
= 85.0 psi
Wall Stability Ratios
25.78
Overtuming
= 1.90 OK
Sliding
= 1.79 OK
Sliding Gales (Vertical Component NOT Used)
Lateral Sliding Force
= 244.5 lbs
less 100% Passive Force = - 150.0 lbs
less 100% Friction Force = - 287.2 lbs
Added Force Req'd
= 0.0 lbs OK
....for 1.5: 1 Stability
= 0.0 lbs OK
rg Design Results m .. it
ce Heel
Factored Pressure =
2,013 0 psf
Mu': Upward =
385 45 ft-#
Mu': Downward =
64 458 ft-#
Mu: Design =
321 413 ft-#
ActualI -Way Shear. =
6.92 4.76 psi
Allow 1 -Way Shear =
85.00 85.00 psi
Toe Reinforcing =
# 4 @.18.00 in
Heel Reinforcing =
# 4 @ 18.00 in
Key Reinforcing. =
Norte Speed
Bar Develop ABOVE Ht. in =
20.00
20.00
Bar Lap/Hook BELOW Ht. in =
20.00
6.00
Wail Weight psf =
58.0
84.0
Rebar Depth 'd' in =.
3.81
5.25
Masonry Data
=
No
fm
psi=
1,350
1,500
Fs
psi =
20,000
20,000
Solid Grouting
=
No
Yes
Special Inspection
=
No
No
Modular Ration'
=
28.64
25.78
Short Term Factor
=
1.330
1.330
Equiv.'Solid Thick.
In=
4.90
7.60
Masonry Block Type =
Normal Weight
Concrete Data
fc
psi '=
Fy
psi =
Other Acceptable Sizes 8 Spacings
Toe: Not req'd; Mu < S' Fr
Heel: Not req'd,' Mu < S ' Fr
Key. No key defined
Joseph N. Cicchini, P.E..
P.O. Box 4206
Palm Desert, Ca 92260
• 760-776-6687
Fax 760-346-3460
Tide:
Dsgnr:
Description:
Scope;
Job#
Date:
Cr
''.-5 Cansii2VC'I'$ti`3. Retatj'tli'ta
WMi Design
:t..:.�_.T_?:l!_..:. _ �n.,inr�-� +3J'�:v335c
L'.SF,t.f�.:C:LLZ1:ztca�.a��'.•.'G'tw`+r,�'.b'
1.)0SC. 1,irit10rf 52=980 Avenida Obergon
�3 l�fif 1a3 / `ijfdl3&' g & Resistit, 1 0rC2� c a�tT1£'i?t5
of Ovor
2rrLl.ce
.:t - -
.....OVERTURNING.....
Force Distance Moment
RESISTING...
Force Distance
Moment
Item :lbs ft ft
lbs ft
ft-#
Heel Active Pressure 157.5 1.00 157.5
Sol Over -..Heel =
255.9 1.75
447.5
Toe Active Pressure =
Slope&Soil Over Heel. _
I� Surcharge Over Toe =
Sdreharge`,Over Weep =
Adjacent Footing Load
Adjacentf&fing•Load. _
Added Lateral Load"
Apal Dead Load on Stem =
0:00
Load @ Stem Above Solt = 87.0 6.00 5220
Soil;Ovef oe.. =
27.5 025.
6.9
SeismicLoad =
Surcharge Over Toe
I
jjjj
Stem Weights) =
516.0 0.83
430.0
Total = 244-5 O.T.M.` = 679.5
Earth•@'Stem' Transitions =
ResistinglOvertuming Ratio = 1.90
Footing Weight =
349.5 1.17
407.2
Vertical Loads used for Soil Pressure = 1,148.9 lbs.
l
key -Weight_ .
Vert Component
Vertical component of active pressure NOT used for sail pressure,
Total =
1;148.9 lbs R -M =
1,291.5
Joseph N. Cicchini, P.E.
P.O. Box 4206
Palm Desert, Ca 92260
760-776=8687
Fax 7603463460
�'•E';iCf413Yi41rl
Title: Job #
'Dsgnr. Date:
Description
Scope:
Cantilevered Retainirt9 Wali Design
Oberdon' Fronffard
M�
....-..... ...................................................
Soil Daia k Fbotit?Gj '. a4rF*rigths & Dimensions r
.. ...::r....:a .:: ,e;...: .<. .. n ..:..n.,. n. ...<?
Retained Height - 1.17 ft
iq ,� .a-.vl.:_=ii `.,t,-.:i?..c 5!L.i:.'i: . `..,n.'�Y..+"Ur'^r+.=fi.•l.?L%w_.. ra:.:u, ..,.r . �ssr.:_,.. .e.. �, ....:,.Qy.n r..., .. ...i.�
Allow Soil Bearing - 1,500-0 psf fc 2,500 psi -~ Fy - 40,000 psi
Equivalent Fluid Pressure Method
Min. As %
- 0.0014
Wall height above Soil=
4.83 ft
Heel Active Pressure - 35.0
Toe Width
= 0.50 ft
Slope Behind Wail
= -.00 : 1
Toe Active Pressure = 0.0
Heel Width
= 183
Height of Soil over Toe
= "6.00 in
Passive Pressure = 150.0
Total Footing Width
= 233`
Soil Density
= 110.00 pef
Water height over heel = 0.0 tt
Footing Thickness
= 12.00 in
FootingllSoil.Friction = 0-2500.00
MY Width
_ in
Wind on Stem
= 21 A psf
Soil height to ignore
Key
= 0.00 in
for passive pressure = 6.00 in
Key'Distartce from Toe
_
0.00 ft
Cover @ Top = 3.00 in
Btm = _ 3.00 in
-nay ¢Sa3 ak132
Top Stem 2nd
Total Bearing Load` = 905 Ibis
'`
Design height �ft=
O'
KStem OK Stem
1.17 0.00
...resultant ecc.
= 7.90 in
Wali Material Above "Ht" =
Masonry. `Masonry
Thickness_
8.00 8.00
Soil Pressure @ Toe
= 1,191 psf OK
Rebar Size
# 4 # 4
Soil Pressure `@ Heel
= 0 psf OK
Rehr Spacing -
32.00 3200
Allowable
= 1,560 psf
Rebar Placed at =
Center, Center `
Sc±! P 2svure Lis Than .al?u>>abie
Design Data
--
ACI Factored
= 1,667 psf
fb/FB+fa/FA =
oA820.688
,@Toe
ACI Factored @i Heel
= 0 psf
Total Force @ Se;c ion lbs =
103.1 127.1
Footing Shear @ Toe
= 5.4 psi OK
Moment:::.Actual ft-#=
249.0 379.0
Footing Shear @ Heel
= 3.8 psi OK
Moment.... Allowable 1`14 =
516.2 550.7
Allowable
= 85.0 Psi
Shear.... Actual psi =
3.7 3.0
Wall Stability Ratios
Shear.... Allowable Psi =
24.4' 25.8.
Overturning
= 1.86 OK
Sliding
= 2.03 OK
BarDevetop ABOVE HL . in = .
20.00 20.00
Sliding Calcs (Vertical CornponeM NOT Used)
Bar Lap/Hook BELOW Ht. in =
20.00; 6.00
Lateral Sliding Force
= 185.5 lbs
Wall Weight psf =
58.0 84.0
less 100% Passive Force = - 150.0 lbs
Rebar Depth 'd' in =
3.81 3.81
less 100% Friction Force = - 226.3 lbs
Masonry Data
fm Psi =1.350
1.500
-
Added Force Req'd
= 0.0 lbs OK
Fs psi =
20,000 20,000
....for 1.5: 1 Stability.
= 0.0. lbs OK
Solid Grouft =
..'No Yes
3otln' Design Results
:t
Special inspection
Modular - Ratio 'if -
No
No 7
28.64 25:788
�...p......:._:
_
Tor. Peet
ShortTann'Factor =
1.330 1.330
Factored Pressure =
1,667 0 psf Equiv. Sotid•Thick. in
430 7.60
MV: Upward =
316 26 ft4 Masonry Block Type = Normal Weight .
Mu': Downward =
64 345 ft41: Concrete Data
--
Mu: Design =
114 =
252 $19 t ' fc Psi
Actual l -Way Shear =
5.42. " 3.78 psi't'. Fy psi .
Allow I -Way Shear =
85.00 115-0 psi" other Acce'ble Sizes BSpacitigs
Toe Reinforcing =
#4@- ' 18.00 in
Toe: Not req'd, Mu < S ' Fr
Heel Reinforcing =
# 4 @ 8.00 in
Heel: Not req'd, Mu <S ' Fr
Key Reinforcing =
None Speed
Key: No key defined
(. Joseph-.N. Cicchini, P.E.
a P.O. Box 4206
Palm Desert. Ca 92260.'
760-776-6687
Fax 76046-3460.o
Trtle,:
Dsgnr:•.
Description r
Scope :;
Date:
Job##
Canfifevered Retaining
Wall Da
D-277plion 52=980_Avenida'066rgonsFront`.Yard"
rnmas- a1 Overturniriq& Resisting Forces &-ILrlamanfv
f.
..:..� ..:] .....f Ki x 2 ..l:f"....Y .'9r"'?:=L=i.-�... �'<'nA#s =^-l:vti �..z
F'e.:�'�-!v^ ....i:Ja':f;..'Y✓J.%�.L'4 s�..i�"3��3`.5'+'.�'},�:
n...-':'i%��f?.:-
z^.4:d.:P,�.Yiu
.. :.F...:.r .. _,.
..OVERTUIRNING..._.
RESISTING--
Force Distance Moment
Force.*Distance
Moment
Item Ibs ftft-#
Abs
ft
ft-#
Heel Active Pressure = 82.4. 0.72 59.6. ..
:Soil•Ovdi Heel ..., =
149.7
1.75
261.8
Toe Active Pressure _
Sloped 11.0v&Heel =
Surcharge Over Toe =
r ,Suichiirge Over Heel =
Adjacent Footing Load =
` Adf id Footirig Goad =
Added Lateral Load =.
Akal Dead Load on Stem =
0.00
Load @. Stem Above Soil = 103.1 4.59 472.8
Soil,Over Toe =
27.5
025
6.9
SeismicLoad
Surcfiarge OverToe =
:Stem Vlleight(s) - =
378.4
0.83
315.4
Total = - 185.5 O.T.M. = 532.4.
FFarth•@ Stem Transitions
Resisting/Overturning Ratio;..:;, . 1.86
Footing'WelgM =
349.5
1.17
407.2
Vertical Loads; e
P
used for Soil rssure = 905.1 lbs
Key Weight =
. r
Vert. CompOrterd
Vertical componeid of active pressure NOT used for soil pressure
Total =.
905.1
lbs` R M =
991.2
APPROX 50'
NEW WALL
WALL LOCATION PLAN
SCALE: 1"=20'
#4@24" IN BOND BEAMS__"_T1 1
I �}� I
8x8x16 CMU, w/#4-`
VERTICAL REBAR032' o.c.
I CENTERED IN GROUTED
CELLS
REMOVE EXISTING WOOD -
I FENCE
EMBED 24" MIN INTO EXISTING
GROUTED CELL. SET WITH SIMPSO
SET -XP EPDXY TIE ADHESIVE PER
ICC -ESR -2508. SPECIAL INSPECTION
REQUIRED
EXISTING 8x8x 16 CMU, SOLID GROUTED
EXISTING WEEP HOLES ®16"o.c. TO REMAIN -
REAR YARD
MINIMUM EXISTING TOE, ^1�
VERIFIED IN FIELD 1
6
EXISTING GRADE
Gi.j.,a"3NTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION SEC
DATE -IU2 26m BY
41 .
MORTAR CAP
O �
I 52-980 AVE OBERGON I
EXISTING
GRADE
i1 EXISTING #4@32" IN WALL
IN GROUTED CELL. VERIFY
IIII IN FIELD, AND NCITI Q
ENGINEER.
N EXISTING FOOTING SS E~
�' WI TO BE VERIFIED IN FIELD
PRIOR TO CONSTRUCTING
CMU EXTENSION.
- J
L-----� x -
Z, -4„
-I I IrIVML IVIPIJ'
SCALE: 1/2"=1'-0"
SIDE YARD
ADD x16 CMU, \
VERTICAL CALREBAR@32"o.c.o.c. \
CENTERED IN GROUTED
CELLS
EMBED 16" MIN INTO EXISTING
GROUTED CELL. SET WITH SIMPSON
SET -XP EPDXY TIE ADHESIVE PER
ICC -ESR -2508. SPECIAL INSPECTION
REOUIRED
EXISTING #4032" IN WALL
IN GROUTED CELL. VERIFY
IN FIELD, AND NOTIFY
ENGINEER.
EXISTING 8x8x 16 CMU,
SOLID GROUTED
EXISTING WEEP HOLES-\
Iv)Tb1MUM EXISTING TO
VERIFIED IN FIELD
TYPICAL CALLOUT: 8" X 8" X 16" CMU BLOCK
(NOMINAL DIMENSIONS)
� mm
L --ALL BAR CLEARANCES
FROM OUTSIDE FACE
OF BLOCK
TYPICAL BLOCK UNIT DETAIL
NO SCALE
EXISTING GRADE
MORTAR CAP
I
C,
H N. C/ _V
tit
Drawn
r
o.35727 m
E
/ -10
Date
JOSEPH N. CIC C * E.
52-980 AVE OBERGON
P.O. BOX 206
2261
6687
N
Ir In A -3460
D
m
-EXISTING
GRADE
Q >
> z I`q
)k Id I R3
W�l (EXISTING FOOTING SIZE
TO BE VERIFIED IN FIELD
- - PRIOR TO CONSTRUCTING
�- �rCMU EXTENSION.
L-----�
2'-4"
SEC 2-2 TYPICAL MASONRY WALL
SCALE: 1 /2"=1 '-0"
GENERAL NOTES:
1. ALL WORK SHALL CONFORM TO APPLICABLE PROVISIONS OF THE CALIFORNIA BUILDING
CODE - 2007 EDITION.
DESIGN CRITERIA:
1. SOIL DESIGN CRITERIA:
ALLOWABLE BEARING PRESSURE = 1,500 PSF (18" MIN. EMBEDMENT)
EOUIVALENT FLUID PRESSURE = 35 PCF (LEVEL BACKFILL)
COEFFICIENT OF FRICTION = 0.25
PASSIVE PRESSURE = 150 PCF (LEVEL SLOPE)
SOIL DENSITY = 110 PCF
2. WIND LOAD DESIGN CRITERIA BASED ON ASCE 7-05:
BASIC WIND SPEED V = 85mph
EXPOSURE B (CLOSELY SPACED SINGLE FAMILY DWELLINGS) Kh=0.70 CASE 1
.TOPO FACTOR Kzt=1.0
WIND DIRECTIONALITY FACTOR Kd=0.85
IMPORTANCE FACTOR=1.0
VELOCITY PRESSURE=qh=0.00256KhK ztKdV21=0.00256x0.70x t xO.85x(85x85)1 = I I.Opsf
Cf=1.55, CASE "A"
G=0.85
MAXIMUM HORIZONTAL PRESSURE=P=ghGCf=11x0.85.1.55=14.5psf
EXPOSURE C (FRONT YARD WALL) Kh=0.85 CASE 1
VELOCITY PRESSURE-qh=0.00256KhKztKdV21=0.00256x0.85xlxO.85x(85x85)1=13.36psf
Cf=1.88, CASE "A"
G=0.85
MAXIMUM HORIZONTAL PRESSURE=P=ghGCf=13.36xO.85x1.88=21.35psf
MASONRY:
1. MORTAR SHALL BE TYPE M OR S AND SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN
THE RATIO BY VOLUMES OF 1 PART CEMENT, 1/4 PART LIME PUTTY, 3 PARTS SAND AND SHALL
CONFORM TO CALIFORNIA BUILDING CODE - 2007 EDITION.
2. GROUT SHALL BE FLUID CONSISTENCY AND MIXED IN THE RATIO BY VOLUMES OF
1 PART CEMENT TO 2 1/4 PARTS MINIMUM TO 3 PARTS SAND. GROUT SHALL ATTAIN AN
ULTIMATE COMPRESSIVE STRENGTH OF 2.000 PSI AT 28 DAYS. BLOCKS SHALL BE GROUTED
IN 4' MAXIMUM LIFTS.
3. CEMENT MASONRY UNITS (CMU) SHALL BE GRADE N MEDIUM WEIGHT UNITS CONFORMING
TO ASTM C90, LATEST REVISION WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,900 PSI FOR A
MASONRY DESIGN STRENGTH (f'm) OF 1,500 PSI.
4. BLOCKS SHALL BE: 8"x 8"x 16"
5. ALL BLOCKS SHALL BE LAID TO MAINTAIN VERTICAL CONTINUITY OF THE CELLS TO BE
FILLED SUCH THAT THERE IS A CONTINUOUS UNOBSTRUCTED VERTICAL CELL MEASURING NOT
LESS THAN 2" X 3". BLOCKS SHALL BE LAID IN RUNNING BOND.
6. LOOSE MORTAR FALLING INTO ANY CELL THAT CONTAINS VERTICAL REINFORCING STEEL
SHALL BE REMOVED PRIOR TO GROUTING CELLS.
REINFORCING STEEL:
1. REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO ASTM A615, LATEST
REVISION AND SHALL BE GRADE 60.
2. REINFORCING IS TO BE SECURELY TIED IN PLACE PRIOR TO CASTING CONCRETE OR PLACING
GROUT.
3. VERTICAL REINFORCEMENT TO BE HELD IN PLACE AT TOP, BOTTOM AND INTERVALS NOT
EXCEEDING 200 BAR DIAMETERS.
H
NO PART THEREOF OF THIS PLAN SHALL BE
REPRODUCED. COPIED. ADAPTED. DISCLOSED
OR DISTRIBUTED TO OTHERS: OR SOLO.
PUBLISHED OR OTHERWISE USED WITHOUT
THE PRIOR' WRITTEN CONSENT OF AND
APPROPRIATE COMPENSATION TO
JOSEPH N. CICCHINI, P.E.
NSUAL CONTACT WITH THIS PLAN.
SPEOTICARONS OR DETAILS SMALL
CONST NTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS
Revisions:
No. Date Revision
Qi 4-15-10 PLAN CHECK
Sheet Description:
WALL PLAN
DETAIL PLAN
Scale
SHOWN
Drawn
0 L
Checked
z
Date
UN
Project#
W
N
N
LLjo)
D
m
Un,
OQ
Un
U
U
W
r
QLLJ Q
z
O
O
00 D
Q
�
I
NQ
Ln /
Q
H
NO PART THEREOF OF THIS PLAN SHALL BE
REPRODUCED. COPIED. ADAPTED. DISCLOSED
OR DISTRIBUTED TO OTHERS: OR SOLO.
PUBLISHED OR OTHERWISE USED WITHOUT
THE PRIOR' WRITTEN CONSENT OF AND
APPROPRIATE COMPENSATION TO
JOSEPH N. CICCHINI, P.E.
NSUAL CONTACT WITH THIS PLAN.
SPEOTICARONS OR DETAILS SMALL
CONST NTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS
Revisions:
No. Date Revision
Qi 4-15-10 PLAN CHECK
Sheet Description:
WALL PLAN
DETAIL PLAN
Scale
SHOWN
Drawn
JNC
Checked
Date
04-01-10
Project#
2010-008
SSS
Sheet 1 of )
A
P.O. Box d-'504
LA'Q(JINTA CALIFORNIA. 92247-U5. 04 Bbl'LDING'& SAFETY DEPARTMENT
78-495'CA:L.LE TAMPICO (760) 777-7012
LA QU,INTA, CALIFORNIA 92253 FAX (760) 771-7011
PROPERTY
OWNER'S' PACKAGE
Disclosures & F6r mi946r: Ownei=BUildirs Applying Construction Permits
aW_0TeffV N0DCE.1Q1PRQJrhJ1TY'0WNJER
.Dear Property,OWner.
An.-applicatiOn for a building`permit -has been submitted'. in -your name. -listing. yourself -as the builder of the property
-improvements specifie&at
Ware PyOviding Y011 -,with an -Owner -Builder Acknowledgment "kidluf 'Verifi on- Form to make you aware of your
Fesilonsibilities And -possible.'risk you may incur by
having this per`�niit;issied the
in-y.pur name as
Owner -Builder. Ve wilbuat issue :a:buildingpermit.until y*4 haveread Afiid44 your'uni'derstanding of each'Provision,
signed, and returned this form-Wus4i our official address 'indicated. 'An An of the ownercannot"executt this -notice
unless you, the property owner; obtain the prior approval of the permitting authority.
DIRECTIONS. Read a4i;iitial
�Sc__ 1. 1 understand. afireqtkept practice of unlicensed persons is to. - have. the
property owner obtain an. "Owner -Builder"
,building permit: that
erroneously. impliits,,that the property owner is providing'his: or hbr"bwn labor and material personally- 1, as
an Owner -Builder, may be:held'liAle and subject to.,serious financial nisikfr any injuries sustained by an unlicensed person
And his or her employees while working on my prope ty. my h6meo,*der?s insurance may not, provide coverage for those
iqjunies.. I am willfully acting . as an Owner'-Builder'and am aware of the limits ofmy insurancecoveragefor injuries to workers
on. my property..
�tQ_,_2- I understand building permits Are not required to be signed by property owners unless they are responsible for the
construction and are not hiring a licensed Contractor 1 1,
.0 . tor to assume this
"Owner Builder" I am the responsi e.partyofi,ecoid on m. n
the permit. I uderstand
3. I understand as an:that Lmay protect
myself from pote ntial finan . cial riskby hiringa licensed- 'to' ntra6tor and having the permit filid
I in his or her name. instead of my
own.
g: j,< A I understand Contractors are -required by law to be licensid, and bonded in Califomia,and to list their license numbers on
permits and contracts.
tc Q. 5. 1 understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value
of my construction is at least five hundred dollars, ($500), irichiding-,lab6i. and. materialsi I may be considered an "employer"
under state and federal law.
6. 1 understand if Lam, considered an -employee, under state. and fedcral,JAW, I.must register with the state and federal
government, withhold oaiy�roll taxes provide workers' c6mpe.iisat,i6n.disabihtY,,ins�iirmce, and � contribute to ,unemployment
compensation for each "employee." I also understand -my failure to abide
de . by these laws may subject me to serious financial
risk.
7. 1 understand under California, Contractors' State License Law, an, Owner -Builder who builds single-family residential
structures cannot -legally build them with the intent to offer them'for
, fc; . i 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.
�JC –8. I•understand as an Owner _Builder if I sell the property for which this permit is issued, I may be held liable for any
financial or personal. irljnries sustained by any subsequent owner(s) th — result from any latent construction defects in the
workmanship or materials.
I understand I may obtain more information regarding my obligations as an "employer' from the Internal Revenue
Service, the United States Sniall 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 (CSLB) at I-
800-321-05LB (2752) or www.csib.ca.gov for more information about licensed contractors.
• C• 10. I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the
party legally and financially responsible for proposed construction activity at the following address:
(, l L i agree that, as the party legally and financially responsible for this proposed construction activity,.1 will abide by all
applicable laws and requirements that govern Owner -Builders as well as employers.
G % 12. I agree to notify the issuer of this form immediately of any additions; deletions, or changes to arty 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 worliing
on your property; you may be held liable for damages. If you obtain a permit as Owner -Builder and wish to hire Contractors,
You will be responsible for verifying. whether, or not those Cofactorsare 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 foi issaitig the, -permit. Note: A copy•of tko propertyowner's dtiver's.ti'censei farm itotarxzatibn; or
other verification acceptable to the agency is required to be presented when the permit is issued to verify the property
owner's signature. �1
Signature of property own Date:
1,2.0 )
Note: The following Authorization Form is required to be completed by the property 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 understand: is my personal responsibility, I hereby authorize
the following person(s) to act as. my agent(s) to apply for, sign,. and file the documents necessary -6 obtain an Owner -Builder
Permit for my project.
Scope of Construction Project (or Description of Work):
Project Location or Address:
Name of lLuthorized Agent:
Address of Authorized Agent:
Tel No
I declare under penalty of perjurythat 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: