13-0213 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
13-00000213
Property Address:
50180 VIA`PUENTE CT
APN:
776-290-002-12 -29858
Application description:
WALL/FENCE
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
5000
Applicant:
Architect or Engineer:
4
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
ANGELO TOBIA LIVING TRUST
50-180 VIA PUENTE CT.
LA QUINTA, CA 92253
Contractor: " D
DESERT CONCEPTS CONSTR
77770 COUNTRY CLUB DR,.
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 2/28/13
U
D APR 0 2 2011
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under 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: _
Lender's Address:
LQPERMIT
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 c e t. I agree -comply with all
city and county ordinances and state laws relating to building con c on, a ereby autho ' e representatives
of this county to enter upon the above-mentioned property fosgegtic
Dater Signature (Applicant or Agent): �/
I
PALM DESERT, CA 92211
1
(760)200-9007
CITY OF UI QUINTA
LiC. NO.: 849837 FINANCE DEPT,
LICENSED CONTRACTOR'S DECLARATION
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that 1 am licensed of Chapter9 (commencing with
I hereby affirm under penalty of perjury one of the following declarations:
Section 7000) of Division 3 of the Business and Profess'and my License is in full force and effect.
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
ynde.sions
LicenseClass: A,B,C08101 o.: 849837
_
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
le,issued.
Date& Contractor: i
_ 1 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
NER-BUILDER DECLARATION
insurance carrier and policy number are:
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
Carrier CALIFORNIA CONT Policy Number 4503-133
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to_
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
person in any manner so as to become subject tot workers' ompensation laws of California,
permit to file a signed statement that he or she is licensed pursuant to.the provisions of the Contractor's State
and agree that, if I should beco Ullj'ect tot rkers' mpensation provisions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
3700 of the Labor Code, I I forth! iah c y wit , osi: provisions.
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 the applicant to a civil penalty of not more than five hundred dollars ($500).:
Date: �pplicant:
(_) 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
WA IN : FAILURE TO SECURE WORKERS' CO SATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
SUBJECT AN EMPLOYER TO CRIMINAL PENALTI AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
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.).
APPLICANT ACKNOWLEDGEMENT
(_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
conditions and restrictions set forth on this application..
property who builds or improves thereon, and who contracts for the projects with a contractors) licensed
1. Each person upon whose behalf this application is made, each person at whose request and for
pursuant to the Contractors' State License Law.).
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
(_ 1 I am exempt under Sec. , B.&P.C. for this reason
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under 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: _
Lender's Address:
LQPERMIT
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 c e t. I agree -comply with all
city and county ordinances and state laws relating to building con c on, a ereby autho ' e representatives
of this county to enter upon the above-mentioned property fosgegtic
Dater Signature (Applicant or Agent): �/
Application Number . . . . . 13-00000213
Permit . . . WALL/FENCE PERMIT
Additional desc . .
Permit Fee . . . . 72.00 Plan Check
Fee
.00
Issue Date Valuation
. . .
. 5000
Expiration Date 8/27/13
Qty Unit Charge Per
Extension
BASE FEE
45.00
3.00 9.0000 THOU BLDG 2,001-25,000
27.00
----------------------------------------------------------------------------
Special Notes and Comments
3'-9" TO 6'-8" x 46 lin. ft. HGT GARDEN
BLOCK WALL (ORCO STANDARDS)WITH STACKED
STONE VENEER (PALMILLA BLEND)at FRONT
COURTYARD.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
Fee summary Charged Paid Credited
Due
------- ------------------ -- ---------- ----------
Permit Fee Total 72.00 .00
----------
.00
72.00
Plan Check Total .00 .00
.00
.00
Other Fee Total 1.00 .00
.00
1.00
Grand Total 73.00 .00
.00
73.00
0
LQPERMIT
RECEIVED.:`
Bin. #
Penna #
rf
Project Address: 50-190 V
cit
y Of Quinta FEB.2 7 2013
Bulift 8L Safety Division
P.O. Box 1504,78-495 Calle Tampico CITY CF [q UIN
La.Quinta, CA 92253 -:(760) 777-7012 COMMUNIS pE ELO &
Building Permit Application• and Tracking Sheet
lr e'en#- C. Owner's Name:. 1 r l {'
A. P. Number.
Address:
Legal Description:
City, ST, Zip: QUY
Contractonr. _ J
G1D0
ai
Telephone:
Address: / r14%0017 V
Project Descrip 'on: "Zak �z
City, ST, Zip.b
Telephone:IWO9-
C P q,,;2,;L /
'.6
State Lie. # : dp qg3
City Lie*, f!
Arch., Bngr., Designer
IS ` L
h
Address:
%% S
City, ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person:
Construction Type:. Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.: # Stories:
uftivr.
Telephone # of Contact Person:
o�
Estimated Value of Project: Q Q �-
APPLICANT: DO NOT WRITE BELOW THIS UNE
ff
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Pian sets
TV7
Plan Check submitted 2 2'7
Item Amount
Structural Cates.
Reviewed, ready for corrections
Plan Check Deposit. .
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 CAW.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechariltal
Grading plan
2;� Rtvlew, ready for correctionstissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
SALL
H.O.A. Approval
Plans resubmitted
Grading
IPI HOUSE:-
Review; ready for corrcctio ere
Developer Impact Fee
Planning Approval
Called Contact Person Z
A".P.
Pub. Wks. Appr
Date of permit issue ,
school Fees
Total Permit Fees
t
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FEe 2' 20,
D
COA,jMt-OF4 3
ZO NTq
pMFNr
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FEe 2' 20,
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pMFNr
APN:
Address:
Owner Name:
Owner Address:
Owner Phone:
Building SF:
Acres (Assessor):
Acres (Calculated):
Lot Front:
Lot Depth:
Legal Description:
Land SF (Assessor):
Land SF (Calculated):
Land Use:
Year Built:
Assessed Value:
TBM Page:
Sales Deed Cat:
776290002
50180 VIA PUENTE , LA QUINTA CA, 92253
TOBIA,A JR & L M LIVING TRUST
250 S DE LACEY AVE 201, PASADENA CA, 91105
4296
0.34
.34 ACRES IN LOT 12 MB 306/008 TR 29858-1
14810.0
:SFR
2004
$730,000
http://maps.digitalmapcentral.com/production/citygis/v07_03_001 /index.p7. aspx
Page 2 of 2
source: TAX—UPDATE ( 07/25/2012 00:00 )
2/28%2013
Transaction History Report
M DIGITAL MAP
Transaction History Report for PRODUCIS
50180 VIA PUENTE , LA QUINTA CA, 92253-7780
History Record No:
1
Finance
Sale
Mtg Recording Date:
11/27/2012 Mtg Loan Amount: $400,000
Mtg Document No:
571136 Mtg Loan Type:
Document Type:
DEED OF TRUST Mtg Rate Type:
Lender:
BANK OF AMERICA
History Record No:
2
Sale
Sale
Sale Recording Date:
07/25/2012
Sale Price: $800,000
Sale Date:
07/25/2012
Sale Price Type: FULL CONSIDERATION
Recording Doc No:
0000347875
Multi/Split Sale:
Document Type:
GRANT DEED/DEED OF TRUST
Title Company: LSI
Buyer:
TOBIA A JR & L M LIVING TRUST
Recording Doc No:
Seller:
WELLS FARGO BANK NA 2007-1
History Record No:
3
Sale
Sale Recording Date:
05/0912012
Sale Price:
$1,385,934
Sale Date:
05/09/2012
Sale Price Type-
Yp
DOCUMENTARY TRANSFER TAX
CALCULATED
Recording Doc No:
0000214796
Multi/Split Sale:
Document Type:
TRUSTEES DEED UPON SALE
Title Company:
LANDSAFE TITLE
Buyer:
WELLS FARGO BANK NA 2007-1
Seller:
RECONTRUST CO NA
History Record No: 4
Finance
Mtg Recording Date: 03/0112007 Mtg Loan Amount: $215,875
Mtg Document No: 142994 Mtg Loan Type:
Document Type: DEED OF TRUST Mtg Rate Type: VARIABLE
Lender: COUNTRYWIDE BANK
History Record No:
5
Sale
Sale Recording Date:
03101/2007
Sale Price:
Sale Date:
03/01/2007
Sale Price Type-
yp
FULL CONSIDERATION LESS
LIENS/ENCUMBRANCES
Recording Doc No:
0000142993
Multi/Split Sale:
Document Type:
GRANT DEED/DEED OF TRUST
Title Company:
AMERICAN COAST TITLE
Buyer:
ZIMMERMAN DAN TRUST
Seller:
ZIMMERMAN,DAN L
History Record No:
6
Finance
Mtg Recording Date:
01/09/2007
Mtg Loan Amount:
$1,177,500
Mtg Document No:
16552
Mtg Loan Type:
Document Type:
DEED OF TRUST
Mtg Rate Type:
VARIABLE
Lender:
COUNTRYWIDE BANK
History Record No:
7
Finance
Mtg Recording Date:
07/03/2006
Mtg Loan Amount:
$200,000
Mtg Document No:
482551
Mtg Loan Type:
Document Type:
DEED OF TRUST
Mtg Rate Type:
VARIABLE
Page 1 of 2
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Transaction History Report
Lender: WASHINGTON MUTUAL FSB
History Record No:
8
Finance
Mtg Recording Date:
01/04/2006 Mtg Loan Amount: $1,127,300
Mtg Document No:
3794 Mtg Loan Type:
Document Type:
DEED OF TRUST Mtg Rate Type: VARIABLE
Lender:
FIRST CAPITAL MORTGAGE CORP
History Record No: 9
Sale
Sale Recording Date: 01/04/2006 Sale Price: $1,503,500
Sale Date: 01/04/2006 Sale Price Type: FULL CONSIDERATION
Recording Doc No: 0000003793 Multi/Split Sale:
Document Type: GRANT DEED/DEED OF TRUST Title Company: STEWART TITLE
Buyer: ZIMMERMAN,DAN L
Seller: RJT HOMES-PALMILLA LLC
Page 2 of 2
http://maps.digitalmapcentral.com/production/citygis/v07_03_001/index.p7.aspx 2/28/2013
g, 221 ft
N CityGIS
Copyright O 2006 All Rights Reserved. The information contained herein is the proprietary property of the
contributor supplied under license and may not be approved except as licensed by Digital Map Products.
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Page 1. of 2
2/28/2013
Associa"
Desert Resort Management
April 9, 2013
Angleo & Louise Tobia
50180 Via Puente
La Quinta, CA 92253
RE: Architectural Application Request
Palmilla Homeowners Association
Dear Mr. & Mrs. Tobia,
This letter is to inform you that the Design Review Committee for Palmilla Homeowners
Association met recently to review your 3/26/13 submittal requesting the following:
1. Add a gate and wall in the courtyard, per plans submitted.
2. Add and awning by Terra Cotta to rear patio area, with a wind switch.
3. Paint chimney to match exterior of casita.
After due consideration the Design Review Committee has approved your request; per
application and plans submitted, contingent on the following:
1, Obtain all necessary permits with the City of La Quinta.
2. Please return notice of completion form at the end of your installation.
If you have any questions please call me at (760) 346-1161. Thank you for your patience
during the review process.
Sincerely,
Bill Clifford, CCAM'°
Community Association Manager
For the Design Review Committee
Palmilla Homeowners Association.
Cc: Board of Directors
Enclosure: Notice of Completion Form
P.O. Box 14387 Palm Desert, CA 92255 Telephone 760.346.1161 Fax 760.346.9918 Web www.drminternet.com
Associa' I Delivering unsurpassed management and lifestyle services to communities worldwide. I www.associaonline.com
ORCO STANDARD 6' TO 8' CMU SITE WALLS
OPTIONAL FLAT CAP DESIGN CRITERIA: PER THE 2010 CBC
1. ALLOWABLESOIL BEARING PRESSURE =1500 PSF
Z ALLOWABLE LATERAL PASSIVEPRESSURE =150 PCF
3. GROUT STRENGTH - 2000 PST 0 28 DAYS
4. REINFORCING STEEL : GRADE 60.
S. 1500 PSI MASONRY COMPRESSION STRENGTH.
6816, 6616, OR 6618 CMU
GROUTED ONLY O VERT NOTES:
( STEEL
1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90.
Z CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 1-112
9^ DROP-IN BAR PARTS SAND TO 3-1%1 PARTS GRAVEL W1THA MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACK PORTLAND CEMENT SHALL CONFORM
W
� TOASTM C 150 TYPEII/V. k = 2500 PSI
a
06 STD JOINT 3. REINFORC7NGSTEEL SHA1L BE DEFORMED AND CONFORM TO
REINFORCEMENT L9 14" 0/C ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
2 (3 PLACE'S - 4 PLACES FOR r
f & 8' WALLS). USE #5 STD. 4. REBAR SHALL BE CENTERED IN THE OONCRETEBLOCK CELL IN
FOR SLUMP BLOCK WI4I041T IS LOCATED.
5. CONCRETE BLOCKSHALL BE LAYED IN A RUNNING BOND
W PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO.
vS NOTE: PROVIDE #9 DOWEL 6k
#4 DROP•IN BAR AT EACH 6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
SIDE OF CONTROL JOINTS, GROUTED.
e ENDS OF WALLS AND 0 WALL
4 HEIGHT CHANGES Z USE TYPES MORTAR PROPORTIONED USING ASTM C270 PART
Cc CEMENT TO I/2 PART LIME TO 4-112 PARTS DAMP, LOOSE SAND.
O
e 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
4 CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDMONSARE FAVORABLEAND BLOCK
T DOWEL 0 CENTER OF UNOBSTRUCTED CELL SIIEISSUFFICIENT TO ALLOW GOOD GROUT
GMU FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WTHOUTSEGREG4770N OF THE CONSITUENTS
9. BLOCK STEM MAYBE WET -SET 1-1/2"INTO THE FOOTING WHILE
THE CONCRETE IS PLASTIC BLOCK STEM MAY BE PLACED TO
ji—
LEVEL GRADE BOTH SIDES EITHER EDGE OF THE TRENCH TYPE FOOTING
10. FOOTING MUST BEPOURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
COMPACTION OF 90 %.
#4 HORZCONT. 11. FIRSTINS'PECAON TO BEAFTER FOOTING TRENCHES ARE
READY FOR CONCRETEAND ALL REQUIRED STEEL IS TIED IN PLACE
N SECOND INSPKTION TO BE WHEN 7HEREQUIRED VERTICAL ISIN
~ ^� PLACEAND THE BLOCK WALL IS READY 717 GROUT.
-_. 12. MAKIMUM OONTROL JOINTSPACJNG. 40'OIC 20' 0/CFOR
WALLS TO BEMORTAR WASHED OR STUCCO COATED.
'W CONT. FOOTING
SEE CHART FOR REQUIRED REBAR ✓" "
ss
AND FOOTING DIMENSIONS. a a°F Not
77777IT
,a
ORCO STANDARD 6' TO 8' CMU SITE WALLS
OPTIONAL FLAT CAP DESIGN CRITERIA: PER THE 2010 CBC
1. ALLOWABLESOIL BEARING PRESSURE =1500 PSF
Z ALLOWABLE LATERAL PASSIVEPRESSURE =150 PCF
3. GROUT STRENGTH - 2000 PST 0 28 DAYS
4. REINFORCING STEEL : GRADE 60.
S. 1500 PSI MASONRY COMPRESSION STRENGTH.
6816, 6616, OR 6618 CMU
GROUTED ONLY O VERT NOTES:
( STEEL
1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90.
Z CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 1-112
9^ DROP-IN BAR PARTS SAND TO 3-1%1 PARTS GRAVEL W1THA MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACK PORTLAND CEMENT SHALL CONFORM
W
� TOASTM C 150 TYPEII/V. k = 2500 PSI
a
06 STD JOINT 3. REINFORC7NGSTEEL SHA1L BE DEFORMED AND CONFORM TO
REINFORCEMENT L9 14" 0/C ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
2 (3 PLACE'S - 4 PLACES FOR r
f & 8' WALLS). USE #5 STD. 4. REBAR SHALL BE CENTERED IN THE OONCRETEBLOCK CELL IN
FOR SLUMP BLOCK WI4I041T IS LOCATED.
5. CONCRETE BLOCKSHALL BE LAYED IN A RUNNING BOND
W PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO.
vS NOTE: PROVIDE #9 DOWEL 6k
#4 DROP•IN BAR AT EACH 6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
SIDE OF CONTROL JOINTS, GROUTED.
e ENDS OF WALLS AND 0 WALL
4 HEIGHT CHANGES Z USE TYPES MORTAR PROPORTIONED USING ASTM C270 PART
Cc CEMENT TO I/2 PART LIME TO 4-112 PARTS DAMP, LOOSE SAND.
O
e 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
4 CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDMONSARE FAVORABLEAND BLOCK
T DOWEL 0 CENTER OF UNOBSTRUCTED CELL SIIEISSUFFICIENT TO ALLOW GOOD GROUT
GMU FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WTHOUTSEGREG4770N OF THE CONSITUENTS
9. BLOCK STEM MAYBE WET -SET 1-1/2"INTO THE FOOTING WHILE
THE CONCRETE IS PLASTIC BLOCK STEM MAY BE PLACED TO
ji—
LEVEL GRADE BOTH SIDES EITHER EDGE OF THE TRENCH TYPE FOOTING
10. FOOTING MUST BEPOURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
COMPACTION OF 90 %.
#4 HORZCONT. 11. FIRSTINS'PECAON TO BEAFTER FOOTING TRENCHES ARE
READY FOR CONCRETEAND ALL REQUIRED STEEL IS TIED IN PLACE
N SECOND INSPKTION TO BE WHEN 7HEREQUIRED VERTICAL ISIN
~ ^� PLACEAND THE BLOCK WALL IS READY 717 GROUT.
-_. 12. MAKIMUM OONTROL JOINTSPACJNG. 40'OIC 20' 0/CFOR
WALLS TO BEMORTAR WASHED OR STUCCO COATED.
'W CONT. FOOTING
SEE CHART FOR REQUIRED REBAR ✓" "
ss
AND FOOTING DIMENSIONS. a a°F Not
77777IT
4
WIND
MAX.
II
DESIGN
WALL
SPREAD
'X' DOWEL
'Y' BAR
SPEED
HEIGHT
FOOTING
WIDTH
#4 @ 40" 0/C33"
#4 @ 40" 0/C
V U
6'-0"
11`9"
36' 0/C - IV CMU
36' 0/C - 18' CMU
W
N
8" -- 8'
M W
#4 @ 40" 0/C 33*
#4 @ 40" 0/C
6'-8"
1`-10"'
36' 0/C - 18' CMU
36' 0/C — 18' CMU
Q
? W
—L911
9" --
W
CL
#4 @ 32" 0/C 33"
#4 @ 32" 0/C
CL
71-4to
21_00
27. 0/C - 18' CMUI
27' 0/C - IV CMU
cn
10to ion
rn
CID t9
#4 @ 24" 0/C- 33"
#4 @ 24" 0/C
8'-0"
2'.'-3"
18' 0/C - 18' CMU
36' 0/C — I8' CMU
10" __ 10"
ORCO STANDARD 6' TO 8' CMU SITE WALLS
OPTIONAL FLAT CAP
DESIGN CRITERIA: PER THE 2010 CBC
1. ALLOWABLE SOIL BEARING PRESSURE =1500 PSF
2. ALLOWABLE LATERAL PASSIVE PRESSURE =150 PCF
3. GROUT STRENGTH - 2000 PSI 0 28 DAYS.
4. REINFORCING STEEL : GRADE 60.
S. 1500 PSI MASONRY C10MPRESSION STRENGTH
6816, 6616, OR 6618 CMU
GROUTED ONLY @ VERT
NOTES:
STEEL
1. CONCRETE BLOCKSHALL CONFORM TO ASTM C 90.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2
'Y' DROP-IN BAR
PARTS SAND Til 3-1/2 PARTS GRAVEL WITHA MAXIMUM OF 1-1/2
W
GALLONS OF WATER PER SACK PORTLAND CEMENT SHALL CONFORM
Q
TO ASM C 150 TYPE 11N. k - 2500 PSI -
#6 STD JOINT
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAR
REINFORCEMENT 24" 0/C
�r%A
(3 PLACES - 4 PLACES FOR 7
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
& 8' WALLS). USE #5 STD.
WHICH IT IS LOCATED.
FOR SLUMP BLOCK
NOTE.
• PROVIDE 04 DOWEL Lh
5. CONCRETE BLOCK SHALL BE LAYED IN A RUNNING BOND
PATT ERN WITH VERTICAL CONTINUITY OF THE CELLS UNO.
04
SIDE
DROP-IN BAR AT EACH
OL JOINT5,
OFHALLSAND
6. ALL BLOCK CELLS CONTAINING VER77CAL REBAR SHALL BESOLID
ENDS
WALLV WALL
=
4
HEIGHT
OGANGES
GROUTED.
Z USE TYPES MORTAR PROPOR770NED USINGA57M C270 PART
CEMENT Til 1/2 PART LIME TO 41/2 PARTS DAMP, LO0SES4ND.
7C'DOWEL CENTER OF
4
C"u.
8. GROUT FOR CVIVCRETEBLOCKPER A57M C 476 TO BE 1 PART
b
CEMENT TO PARTS SAND (GROUT MAY CONTAIN 2 PARTS 318"
PE4 GRAVEL IF WEATHER CONDITIONSAREFAVORABLEAND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFRC7TNT 70 ALLOW GOOD GROUT
FLOW). WATER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGA7TON OF T HECONsnUENT3
9. BLOCKSTTMMAYBEWET-SETT-1/2"INTlOTHE F0077NG WHILE
SET 4
SEECHART
THE CONCRETFIS PLASTIC.BE PLACED TO
THENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED
NATURAL SOIL OR ON COMPACTED FILL WITHA MINIMUM
2
COMPACTION OF 90 %.
rt--ttA 11 MAX
1
11, RRST INSPECTIDN TD SEAFTER FOOTING TRENCHES ARE
READY FOR CONCRETEAND ALL REQUIRED STEEL IS TIED IN PLACE.
SECOND INSPECTION 70 BE WHEN ONE REQUIRED VERTICAL IS IN
PLACEAND THE BLOCK WALL IS READY TO GROUT.
lZ MAXIMUM CON7ROL JOINT SPACING.• 40' 0/G 10' 0/C FOR
04 HORZ, CONT.
WALLS TO BE MORTAR WASHED OR STUCCO COATED.
H
to
5' M DAYLIGHT
L
11
CHART FOR 6"TO 8' SITE WALL W/ TRENCH FOOTING
WIND MAX. ,D,
DESIGN WALL TRENCH 'X' DOWEL 'Y' BAR
FOOTING
SPEED HEIGHT DEPTH
#4@ 40" 0/C ID+I'-9-1 #4 @ 40" 0/C
6'-0" Z«-0p
36' O/C - IS' CMU 36.0!C - IB• CMV
v v
W .
En
M X #4@ 40" 0/C ID+I'-9" #4 @ 40" 0/C
W 6,-8p 2`-2p
0 36' 0/C - 18' CMU 36' O/C - Ie• CMV
Z �
u.l
LU
n- #4@ 32" 0/C ID+I'-9" #4 @ 32" 0/C
_ (n 7'-4 2#-4" 2r o/c -1e' cMu zr o!c - le• cnu
CL
� c�
#4@ 24" 0/C D+I'-9" #4 @ 24" 0/C
8"-0"' 2'-6p Is, o/c - Is* cMu I 3w o/c - Is* CMu
0.00: M7W p/110M0NQ�F
04 DOWEL ® EAOf SIDE OF IBI MA"
BLOCK-0l/rW104 DROP-IN BAR
rIpVIDlI1'MN.WAMDIWNfM/T
pLM'NKYlAM:
a
R7R SmEYARD RETI/RN WALLS WHERE
pRAfNAGESWALEOCGURE£ A 1/2 BLOCK
acv�e oisu i 0'
MAYLEFrour@ SWALEGRADE. PROVIDE
40t DOWEL AND 04 DROP-!N BAR ON EAL7l
SIDP0FTHE4a BLOCKDRAIN • AS FOOTING STEP DETAIL
SHOWN
QOFESSl�
d
to m
a
C31925
EXP. 12-31-2012
r UINTA LA
CITa�4T
Y O
� aF ca��F
1
PARTIAL,
SCALE. 1 !4 a 1-011
FLOOR PLAN
'October 1st April 30
Monday - Friday: 7:00 a.m. to 5:30 P.m.
Saturday: 8:00 a.m. to 5:00 p.m.
Sunday:. None
Government Code Holidays: None
May 1st - September 304-h
Monday -Friday: 6:09 a.m. to 7:00 p.m.
Saturday: 8.00 a.m. to 5:00% p.m.
Sanday: None
Goveri��;zQ:iroF1e None
Construction is NOT P074,17ED
on the following Code Holidays:
New Year's Day
Dr. Martin Luther King Jr. Day
President's Day GENER"
Memorial Day
Independence Day
• xxxxX
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DA !�2ti
'ORMATION
Labor Day OWN R . So -1"0 IA PUEN rE
Veteran's Day ` rLA (R A, GA g2253
Thanksgiving Day
Christmas Day APN:-n(b-2g0-0o2-cI
LEGAL DESCRIPTION: soOK/PAGE: MB 306/8
5USDIVISION NAME: TR 28858-I
A RE -INSPECTION FEE OF $30 LOT/PARCEL: 12
WILL BE CHARGED IF THE APPROVED
PIANS AND JOB CARD ARE NOT ON PROJECTi ADDRESS: 50-180 VIA PUENTE
THE SITE FOR A SCHEDULED LA QUINTA, GA 82253
INSPECTION.
NO EXCEPTIONS! OCCUPANCY R-3 SINGLE FAMILY
CONSTRUCTION :
TYPE YB NON -RATED
N ADEOUNIM SIZED DEERE DURING AR .
A YEAR BUILT : 2004
IS REQUIRED ON INRUCgON AND MUST BE
PHASES OF CONST
MPIIED AS NECESSARY. FAIL, C�NDAIN R
o soE
MM CAUSEIHECIn 10 HAV OF E OWNER
DUMPED AT THE EXPENSE
CONIRNUOR.
REC'
ED
FEB 2 7 2(
CITY OF LA Qt
G COMMUNITY DEVE
r .
CHARLES D. GARLAND
ARCHITECT
JORGE SEPTIEN
DESIGN PRINCIPAL
74-991 Joni Dr. #9
Palm Desert, CA 92260
(760) 340.3528 Tel,
(760) 340.3728 Fax
E-MAIL : gls@glsarchitecture.com
ED AR�y/
Cb
Qv�s D Gq9! p
* " No. C11991
10/31/2013 Q
EXP. DATE
9� Q�
OF cpV0O
Ln
C44i WIT %jRw %=F I two.
Q
act
71
DUN" W v%
W
a�
Q�
c
r
Ln
■
REVISION i BY
THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE CODE. THEY ARE OWNED BY 6L5 ARCHITECTURE. THEY ARE FOR THE EXCLUSIVE USE OF THE OWNER NOTED AT THE EXCLUSIVE 51TE INDICATED IN THE DRAHIN6(S) ONLY THI5 DESIGN AND DRAWIN65 ARE SUBMITTED AS RESTRICTIVE AND CONFIDENTIAL DISCLOSURE THAT MAY NOT BE USED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GLS ARCHITECTURE. THI5 DRAWING REPRESENTS A PRELIMINARY DESIGN UNTIL SUCH TIME THE BUILDING DEPT. HA5 AFFIXED THE STAMP OF APPROVAL. 61..5. ARCHITECTURE SHALL NOT BE RESPONSIBLE FOR COMPLETENESS OF DRAWI1465 FOR BIDDING PURP05E5 PRIOR TO ISSUANCE OF BUILDING PERMITS.
�.. �_.�.-..., a ..�, ., -._..�
SHEET TITLE:
DRAWN
G.L.S.
CHECKED
J.S. #
DATE
FEB 2013
SCALE �1 `
A5 NOTED
JOB NO.
-SHEET