BWFE2018-000778-495 CALLE TAMPICO .....
LA QUINTA, CALIFORNIA 92253
Permit Type/Subtype:
Application Number:
Property Address:
APN:
Application Description
Property Zoning:
Application Valuation:
Applicant:
RON RUFF
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
WALL/FENCE/SPECIAL/ENGINEERED DESIGN
BW FE2018-0007
80957 VIA PESSARO
777390002
HICKS/ BLOCK GARDEN AND RETAINING WALLS
JAN 10 2018
CITY OF LA QUINTA
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 Professions Code, ar nd
my License is in full force and effect.
License Class: B License No.: 457228
Date: Contractor:
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 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 applicant for a permit
subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_J 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.).
U 1, as owner of the property, am exclusively 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.).
(� I am exempt under Sec. B.&P.C. for this reason
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:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 1/10/2018
Owner:
BRENT & JORJA HICKS
Contractor:
MONARCH HOMES DESERT DIVISION INC DBA DA
49-950 JEFFERSON ST #130-134
INDIO, CA 92201
(760)413-8863
Llc. No.: 457228
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I 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 th for which this permit is issued.
WI 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:
Carrier: STATE COMPENSATION INSURANCE FUND Polity Number: 9045509
_ 1 certify that in the performance of the work for which this permit is issued, I
shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply.with those provisions.
Date: 0 lO Applicant•
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION CO R GE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND IVIL 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 Building Official 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 and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon the above-
mentioned property for inspection purposes.
Date: Signature (Applicant or Agent): ,
Date: 1/10/2018
Application.Number: BWFE2018-0007 Owner:
Property AAdress: 80957 VIA PESSARO BRENT & JORJA HICKS
APN: 777390002
Property Zoning:
Application Valuation:
Applicant: Contractor:-
RON RUFF MONARCH HOMES DESERT DIVISION INC DBA DA
49-950 JEFFERSON ST #130-134
INDIO, CA 92201
(760)413-8863
Llc. No.: 457228
Detail: 122LF OF 5' GARDEN AND SOLF OF 6' GARDEN WALL AND 133LF OF 30" RETAINING WALL AND 2 PILASTERS ON WEST SIDE OF PROPERTY
[ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM
OUTSIDE THE PROPERTY. THE AREA BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE LANDSCAPED, HAVE A SUITABLE PERMANENT
IRRIGATION SYSTEM, AND BE CONTINUOUSLY MAINTAINED Bl' THE PROPERTY OWNER. 2016 CALIFORNIA. BUILDING CODES.
FINANCIAL
•.DESCRIPTION
INFORMATION
ACCOUNT
QTY
AMOUNT
° WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$78.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$52.01
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$65.02
Total Paid for BLOCK WALL:
$195.03
DESCRIPTION
ACCOUNT
QTY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE:
$10.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
Description: HICKS/ BLOCK GARDEN AND RETAINING WALLS
Type: WALL/FENCE Subtype: SPECIAL/ENGINEERED Status: EXPIRED
Applied: 1/10/2018 AHI
DESIGN
Approved: 1/10/2018 AHI
Parcel No: 777390002 Site Address: 80957 VIA PESSARO LA QUINTA,CA 92253
Subdivision: TR 29894-3 Block: Lot: 40
Issued: 1/10/2018 AHI
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $0.00 Occupancy Type: Construction Type:
Expired: 7/9/2018 AHI
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: 122LF OF 5' GARDEN AND 501-F OF 6' GARDEN WALL AND 133LF OF 30" RETAINING WALL AND 2 PILASTERS ON WEST SIDE OF
PROPERTY [ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED
COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. THE AREA BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE
LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY MAINTAINED BY THE PROPERTY
OWNER. 2016 CALIFORNIA BUILDING CODES.
REV 1 ADDED 50 LF OF 6' HIGH [ANGELUS SPECIFICATIONS] TO ALREADY PERMITTED 50 LF ON WEST WALL TOTAL OF 10OLF
Applied to Approved
Approved to Issued
CHRONOLOGY TYPE STAFF NAME
ADDITIONAL
CHRONOLOGY
ACTION DATE
COMPLETION DATE NOTES
PUBLIC COUNTER VISIT AARON HICKSON
1/16/2018
1/16/2018 RON RUFF ADDED AN ADDITIONAL 50 LF AND PAID FEES.
CONDITIONS
•
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE
FAX EMAIL
APPLICANT
RON RUFF
RRUFFCO@DC.RR.COM
CONTRACTOR
MONARCH HOMES DESERT DIVISION
INC DBA DA
49-950 JEFFERSON ST
#130-134
INDIO
CA
92201
OWNER
BRENT & JORJA HICKS
5525 SE SCENIC LN
#200
VANCOUVER
WA
98661
Printed: Thursday, July 07, 2022 10:08:38 AM 1 of 3
RWSYS7EMS
INFORMATIONFINANCIAL
CLTD
DESCRIPTION
ACCOUNT
QTY
AMOUNT PAID PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
WALL/FENCE - EA
101-0000-42404
0
$78.00
$78.00
1/10/18
R31072
1004
CHECK
RON RUFF
AHI
ADDITIONAL 50 LF
WALL/FENCE - EA
101-0000-42404
0
$15.60
$15.60
1/16/18
R31182
0001
DEBIT
RON RUFF
AHI
ADDITIONAL 50 LF
WALL/FENCE - FIRST
101-0000-42404
0
$52.01
$52.01
1/10/18
R31072
1004
CHECK
RON RUFF
AHI
100 LF
WALL/FENCE - FIRST
101-0000-42600
0
$65.02
$65.02
1/10/18
R31072
1004
CHECK
RON RUFF
AHI
100 LF PC
Total Paid for BLOCK WALL: $210.63 $210.63
RECORDS
101-0000-42416
0
$10.00
$10.00
1/10/18
R31072
1004
CHECK
RON RUFF
AHI
MANAGEMENT FEE
Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00
TECHNOLOGY
502-0000-43611
0
$5.00
$5.00
1/10/18
R31072
1004
CHECK
RON RUFF
AHI
ENHANCEMENT FEE
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
INSPECTIONS
SEQID
INSPECTION TYPE
INSPECTOR
SCHEDULED
COMPLETED
RESULT
REMARKS
NOTES
DATE
DATE
WEST PROPERTY LINE WALL AND PILASTER
FOOTINGS
JFU
1/17/2018
1/17/2018
PARTIALLY
ONLY (DOES NOT INCLUDE WING WALLS AT
APPROVED
WEST SIDE YARD).
PARTIALLY
TOP -OUT AT WEST P/L WALL ONLY. DOES
BOND BEAM
JFU
1/23/2018
1/23/2018
APPROVED
NOT INCLUDE WING WALLS.
Printed: Thursday, July 07, 2022 10:08:38 AM 2 of 3
RWSYS7EMS
REVIEW TYPE I REVIEWER I SENT DATE I DUE DATE I RETURNED I STATUS I REMARKS
DATE
Printed: Thursday, July 07, 2022 10:08:38 AM 3 of 3
RWSYS7EMS
- ,r! •
..._...... -
PERMIT #
•PLAN LOCATION:
onditioned Space SF
Project Address: $p qr 7 ViA PESSA pa
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
Telephone: 7(oV _ f{/ -3�, _ 8-F 63
Patio/Porch SF
Email:
Fire Sprinklers SF
State Lic: L>�5�7�5 CityBus Lic:
Applicant Name: RoVt ZAt`�
S Q tf .
.
Address:
1 S t
City, ST, Zip:
Telephone: 7 (o 7 4 cc
Email: P_
Valuation of Project $_A
�-
Contractor Name:.��t� �QtO�.
New SFD Construction:
Address: !�� .QS`p�Ys S r
onditioned Space SF
City, St., Zip �w.� Ga 9��
Garage SF,
Telephone: 7(oV _ f{/ -3�, _ 8-F 63
Patio/Porch SF
Email:
Fire Sprinklers SF
State Lic: L>�5�7�5 CityBus Lic:
Arch/Eng Name: �-tom
Construction Type: Occupancy:
Address:
Grading:
City, St, Zip
Construction Type: Occupancy:
Telephone:
Bedrooms:
Stories:
# Units:
Email:
State Lic: City Bus Lic:
Property Owner's Name: 44e&1+W1 JOr i.� AJ,
New Commercial / Tenant Improvements:
Address: �
Total Building SF
City, ST, Zip �,,
Construction Type: Occupancy:
Telephone: -
Email: �
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
- 9 y
OFFICE USE ONLY
#
Submittal
Req'd
-Rec'd .
Plan Sets
Structural Calcs
Truss Calcs_ 1 s
r
S �'T•
l Y Y
k' �
Title 24:Calcs+,
Soils Report
Grading Plan (PM10)
•
t
Landscape Plan
Subcontractor List
Grant Deed
v
�4 C
HOA Approval
School Fees
Burrtec Debris Plan
Planning approval
Public Works approval
Fire approval
City Business License
AIIA
BLOCK CO jNC.
since 1946
ANGELUS BLOCK MASONRY.FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE = 30pcf
6. MASONRY COMPRESSIVE STRENGTH, fm = 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES.. WHICHEVER IS GREATER. CENTER VERTICAL.BARS IN CELLS.
2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD—DRAWN STEEL
WIRE CONFORMING, TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS. UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST. WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE—AND—GROOVE), OR
ANGELUS -BLOCK SLUMPSTONE SHALL BE USED.
5. MORTAR SHALL -BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR'SPEC MIX IWR MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY
RECUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
`Il00psi.
7.IFIRST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE
fS PLASTIC.
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'-0'o.c. OR 20'-0"o.c. IF. WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
0. GROUT ALL CELLS WITH REINFORCEMENT.
L INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
2- FUR TYPICAL FOOTING STEP AND DRAINAGE BLOCK—OUT DETAILS
SEE DETAIL SHEET S-5.1.
AASDNRY FENCE WALL SCHEDULE
i' MAX.'X'
BARS
16' LONG CMU 18" LONG CMU
'0' MIN.
6'-0"
4948"o.c. 4®54"o.c.
2'-4-
V-13"
4040"o.c. 4045"o.c.
2'-7-
7'-4"
#4032"o.c. 4036"o.c.
2'-8"
8'-0"
024"o.c. 1 #4,027wo.c. 1
2' -10 -
WALL DESIGN IS ADEQUATE FOR 2:1 MIN.
WITH NO SETBACK.
SLOPE
{
L
INC."EC'it.;X= - ENGINEERING
Badillo Sum i Covina, CA 9172338.1595
38.0485
�wghlbe.Com
6 t® 8" H igh ' Site Wall
Trench . Footing
C 0'110mph (ult.)
RiskCategory I
6" Wide CMU
OPTIONAL WALL CAP
#6 STD. LADDER TYPE
(#5 STD FOR SLUMPSTONE,'
JOINT REINF. AT TOP COUR
AT FIRST COURSE, AND 24
6" WIDE (NOM.) CMU
GROUT CELLS
w/ REINF.
'X' BARS PER
SCHEDULE
CTR. OF WALL
DWLS. TO MATCH
VERT. REINF. LAP
24" MIN.
F.G.
WET—SET FIRST
COURSE
2—#4 CONT.—<
CONT. CONC. FTG.
CITE( OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
it
SETBACK,.
W
J
8" L 5-0" MIN.
CONT. TO DAYLIGHT
QROEESS/pN
G
NO. 85681
F.OF VC 43
DATE SIGNED 4-12-17
S'1.2LQ
#16-077
a '
AZIA
BLOCK CO., RMC.
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 CBC '
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE = 30pcf
6. MASONRY COMPRESSIVE STRENGTH, fm = 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCMES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
2. NOT USED.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
S. MORTAR SHALL BE SPEC MIX TYPE S PREBLENOEO MASONRY MORTAR AS
MANUFACTURED BY E–Z MIX INC., CONFORMING TO PROPORTIONS AND
IREQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
MANUFACTURED BY E–Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
`VD SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
"OOpsi.
7. FIRST COURSE MAY BE WET–SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
3. NOT USED.
3. PROVIDE EXPANSION / CONTROL JOINT ON EACH SIDE OF PILASTER
WHERE INTERSECTING BLOCK WALLS OCCUR.
3. NOT USED
1. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER. VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
L OPTIONAL ADHERED VENEER (MAX WEIGHT=10pA.MAY BE APPLIED
TO EACH FACE OF PILASTER. INSTALLATION BY OTHERS.
MECHANICALLY–ANCHORED VENEER IS NOT PERMITTED.
i. DO NOT PLACE FOOTING WITHIN' 5'-0" OF A SLOPE
16816 OR 16616 CMU
MASONRY PILASTER SCHEDULE PILASTER, SOLID GROUT
'H'
'W MAX.
'B' MIN.
'D' MIN.
V-8"
16"
24"
S-1"
24"
36"
S-7"
7'-4"
16"
•24"
3'-2"
w
24"
36"
S-8"
16"
24"
S-7"
8'-8"
24"
36'
4'-2"
W=16"SQ.
no��i�
2–#4 1
.OADING o�
I CCICUV` S2 1')A\ DIKIC F# , CCr`nan W
!: SEISMI'C `LOADING EXCEEDS ALL
WIND LOADING FOR EXPOSURE C,
130mph AND LESS.
GHL INC.
F.R.::I-;I;E.T.;rE NGIN_ERING
228 East Sadillo Street ;.Covina, CA 91723
T: 626.938.1595
F: 626.938.0485
vvvvw.ghloe.com
3Y2"
6-8A to 8'-8"High Pilaster
Pole Footing
Seismic, 5% a 1 second
16" or 24A CMU Pilaster
OPTIONAL WALL CAP
CMU PILASTER, SOLID GROUT
(16" SHOWN)
3" OUTSIDE FACE
32" OUTSIDE FACE
OF BLOCK TO
OF BLOCK TO
w
• 4.OF VERT -
-
t OF VERT•
j
x
Q.
o
w
2–#4 VERT. ,BARS
=
N
/ A 1
0-
2–q4, U–OWLS. _
LAP 24" MIN. TYP..
F.G.
z
�15
WET.–SET FIRST
COURSE
d
3–#3 TIES ® z
TOP S' OF FTG. &
#3 TIES ® 12"o.c. Z n
_ w
THROUGHOUT MAX..
B N
W
2–#4 U–DWLS. o
8" WIDE (NOM.)
CMU PILASTER,
SOLID GROUT ALL CELLS
CENTER VOID OPEN
OR SOLID–GROUT
'W=24" SQ.
— 3" CUR. TYP.
3–g3 TIES
TOP 5" OF FTG. &
13 TIES ® 12"o.c: MAX.
THROUGHOUT
2–#4 U–DWLS.
FTG. SECTION
QROFESS,
G q�
C, \ T Zn
N0. 85681 T
PILASTER sGIV F LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
n.& TF 411JJ11 ISY MVP
\Q'
\F OF CAL O/
.TE SIGNED 4-12-17
1.10LQ
#16-077
BLOCK CO., INC.
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1 DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE = 30pcf
6. MASONRY COMPRESSIVE STRENGTH• f m = 1500psi. SPECIAL INSPECTION
.NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR '
-PROJECT SPECIFIC SITE.
NOTES:
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF .48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
2. NOT USED
3..STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE—AND—GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED..
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
MANUFACTURED 6Y E—Z MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWWR MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
i. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
4ND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
'1000si.
�. FIRST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS ELASTIC.
i CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
3_ %CRTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40—Wo.c. OR 20'-0"o.c. IF WALL IS TO 8E STUCCO COATED OR
MORTAR WASHED
3. NOT IUS£D
L. ACTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
_ FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK—OUT DETAILS
SFE DETAIL SHEET S-5.1.
i. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY RETAINING WALL SCHEDULE
,H, 'X' BARS Y BARS B' MIN. C' MIN. 'D'
16' LONG CMU
2'—O" 1 84032"o -c- I N /A II MIA I N /o
1'-10" .I O'-
4- ®32-o.c.
NA
V-11"
0'-6"
01''-9"
2'o.c.
N/A
2'-5'
0'-8'-
0'-9"
4" 'o.c.N
—3"
—1"
—0"0"
1 #4016"o.c. I
#408"o.c.
1 4'-0" 1
1'-3'
1 1'-0"
IN GHL INC.
,:'FjI T E:.12J'e'E ^ ENGINEERING
228 East Sadillo Street Covina, CA 91723
f: 626.938.1595
F: 626.938.0485
w�n�,v.ghloe.com
Z to 6 High Retaining Wali
..Level Backfill
8w Wide CMU
CITY OF LA OUINTA
BUILDING & T
SAFETY DEP
APPROVED
FOR CONSTRUCTION
DATE_4=1 BY
OPTIONAL WALL CAP
#4 HORIZ. ®24"o.c.
8" WIDE (NOM.) CMU
FULLY GROUTED —
'X' BARS PER
SCHEDULE —
'X' BARS PER
SCHEDULE —
LAP 24" MIN.
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
BACKFILL—
WELL GRADED, CLEAN
-SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
4"0 SDR 35' PERF. PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN 2J- OUTSIDE FACE
MIRAFI 14ON FILTER FABRIC— OF. BLOCK TO
SLOPE TO DRAIN. WATERPROOF 4.OF VERT. TYP.
BACKSIDE OF RETAINING WALL—]
F.G. z W,
6A= - U
WET—SET FIRST
COURSE
#4 CONT. 012"o.c. —
2—#4 CONT.
CONT. CONC. FTG.
'Y BARS PER " CLF
SCHEDULE TYP.
CQNC. KEY
ALIGN WITH D.
FACE OF WALL
LOADING
1. SEISMIC, 5% DAMPING ® 1 -SECOND
ACCELERATION Cs=0.33Wt.
3" CLR.
12- I
MIN' MIN.
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