BWFE2019-008978-495 CALL TAM PICO
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number: BWFE2019-0089
Property Address: 54085 AVENIDA MENDOZA
APN: 774222023
Application Description: BIENEK / 94LF GARDEN AND 37'4"1F COMBO WALLS AT PL
Property Zoning:
Application Valuation: $8,500.00
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Owner:
DAVID EUGENE BIENEK III
54085 AVEN I DA M EN DOZA
LA QUINTA, CA 92253
Applicant: /,_`='�� Contractor:
HEY DUDE CONSTRUCTION INC D [� 1— HEY DUDE CONSTRUCTION INC
P0BOX 1018 PO BOX1018
THOUSAND PALMS, CA 92276 MAY 14 2019 THOUSAND PALMS, CA 92276
Ls CITY OF (.AGUINTA (760)343-5272
DESIGN & DEVELOPMENT DEPARTMENT Llc. No.: 845115
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 70001 of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: B License No.: 845115
Date: 51(4 I I!A Contractor: 1l )Ude Cr)n`,
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).:
() 1, 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, 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:
Date: 5/14/2019
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 the work for which this permit is issued.
Cr6 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:
Carrier: ACE AMERICAN INSURANCE COMPANY Policy Number: RWCC65188041
I 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: � �((� Applicant:_ Af1drP,--\ 6-cr ,Cx
WARNING: FAILURE 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 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: 51144 111, Signature (Applicant or Agent): Ag�v
Date: ' 5/14/2019
Application Number:
BWFE2019-0089
Property Address:
54085 AVENIDA MENDOZA
APN:
774222023
Application Description:
BIENEK / 94LF GARDEN AND 37'-6"LF COMBO WALLS AT PL
Property Zoning:
Application Valuation:
$8,500.00
Applicant:
HEY DUDE CONSTRUCTION INC
P 0 BOX 1018
THOUSAND PALMS, CA 92276
Owner:
DAVID EUGENE BIENEK III
54085 AVENIDA MENDOZA
LA QUINTA, CA 92253
Contractor:
HEY DUDE CONSTRUCTION INC
P 0 BOX 1018
THOUSAND PALMS, CA 92276
(760)343-5272
Llc. No.: 845115
Detail: 94LF OF 6' GARDEN WALL & PILASTERS AT THE FRONT PROP. LINE AND INTERIOR YARD LOCATIONS NOT TO ENCROACH INTO 12' PUBLIC RIGHT-OF-
WAY [ANGELUS 5-1.1LQ & 5-1.9LQ SPECIFICATIONS] 37'-6"LF OF 6' COMBO WALL AT THE NORTH, AND SOUTH PROPERTY LINES [ANGELUS 5-1.51-Q & S-
1.6LQ 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.
DESCRIPTION
ACCOUNT
CITY
AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42400
0
$16.01
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$53.37
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$66.71
Total Paid for BLOCK WALL: $136.09
DESCRIPTION
ACCOUNT
CITY AMOUNT
BSAS SB1473 FEE
101-0000-20306
0 $1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
CITY
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
Property Owner's Name:�y
Address: 5tjob5 k.vtf,,, kq
City, ST, ZiPi_,. ['_) _ -k
Telephone:
Email
k I New Commercial / Tenant Improvements:
Total Building
Construction Type
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
SF
Occupancy:
OFFICE USE ONLY
# � Submittal � Required � Received
Plan Sets
Structural Calcs
Truss Calcs
Title 24 Calcs
Soils Report
Grading Plan (PM10)
Landscape Plan
Subcontractor List
Grant Deed
HOA Approval
School Fees
Burrtec Debris Plan
Planning approval
Public Works approval
Fire approval
City Business License
�Let,-rQILL A
L� ► v u,%Xk�e
1 � C+►n.�t,�
P
I
TYF Vt� A
BUILDING REVIEWED FOR
CODE
n-�
8
5'LlubS
,-4sy
c-r-t-( C-� pv"
V-4, I I �0��
1211 cblvmnsl
�z!
3i' G LF n3 (-' Sc,�- ,ec-N cd r) w 0,
5q 0 S S AvEN%t) A MENDOZA --
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dif
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 SPLCES (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, BURNISHER, 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-2 MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
MANUFACTURED BY E-2 MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS 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
2000ps1.
7. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS 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'-D"o.c. OR 20'-O"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
1 n. GROUT ALL CELLS WITH REINFORCEMENT.
11. 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.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK -OUT DETAILS
SEE DETAIL SHEET S-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY FENCE WALL SCHEDULE
'H' MAX.
'X SIARS
'B' MIN.
16' LONG CMU
18" LONG CMU
6' 0'
4048"o.c.
#4®54 o.c.
2'-6"
6'-B"
4(�440"o.c.
4®45"o.c.
2'-9"
7'-4"
4032"o.c.
4®36"o.c.
3'-0"
8'-0"
1 #4024"o.c.
4027"o.c.
3'-3"
GHL INC.
ARCHITECTURE - ENGINEERING
228 East Badillo Street 1 Covina, CA 91723
T:626.938,1595
P 626,938.0485
_ www.ghl-oe.com
6' to 8' High Site Wall
Eccentric Spread Footing
C a 110mph (ult.)
Risk Category I
6" Wide CMU
UN IIUNAL WAI
STD. LADD
#5 STD FOR
JOINT REINF.
COURSE, AT F
COURSE, AND
6" WIDE (NOM
GROUT CELLS
w/ REINF.
'X' BARS PER
SCHEDULE
CTR. OF WALL
DWLS. TO MAT
VERT. REINF. 1
24" MIN.
F.G. -
WET -SET FIRS'
COURSE
2-#4 CONT.
CONT. CONC. F
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: ADATE: 09/21/2018
PER SCHEDULE
e�pF E5510
N0. 85681
i[ EXP. 9-30-20
V
E OF C AL�F 4
DATE SIGNED 9-10-18
S-1.1LQ
#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 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
REQUIREMENTS 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
2000ps1.
7. FIRST COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS 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'—O"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10. GROUT ALL CELLS WITH REINFORCEMENT
11. 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.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK —OUT DETAILS
SEE DETAIL SHEET S-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY
FENCE RETAINING
WALL SCHEDULE
.H,
'X BARS
16' LONG CMU
ly BARS
16" LONG CMU
'B' MIN.
'C' MIN.
2 —0'
4032 o.c.
4®48 o.c.
2'-4
0'-3"
2'-8"
4032"o.c.
4048"o.c.
2'-4"
0'-6"
4®48"o.c.
2'-6"
0'-9"
L03-44:14032"o.c.
"
1 #4@32"o.c.
4®48"o.c. 1
2'-10"
GHL INC.
ARCHITECTURE - ENGINEERING
228 East Badillo Street Covina, CA 91723
T: 626 9381595
F: 626 938 0485
B w 0111'3q_ nm
6' High Wall 2' to 4' Retaining
Toe -out Footing
C o 110mph (ult)
Risk Category I
678' Wide CMU
OPTIONAL WALL CAP
STD. LADDER TYPE
#5 STO FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSEr__
AT FIRST COURSE, AND 24"o.c.
AT FENCE
6" WIDE (NOM.) CMU
w/ 'Y' BARS PER
SCHEDULE 0 CTR,
OF WALL. GROUT
CELLS w/ REINF.
#4 HORIZ. 024"o.c.
® RETAINING
4"0 SDR 35 PERE. PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
MIRAFI 140N FILTER FABRIC— —�
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL
8" WIDE (NOM.) CMU_
FULLY GROUTED _
'X' BARS PER
SCHEDULE, LAP
24" MIN.
FG
WET —SET FIRST
COURSE —
#4 CONT.
CONT. CONC. FTG. 1
CONC. KEY
12" 12"
'B' MIN.
LOADING PER SCHEDULE
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY:A. 6,t&q DATE: 09/21/2018
' H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
O X
1 a
OPTIONAL CHAMFER
BACKFILL—
WELL GRADED, CLEAN
••SAYDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
24" OUTSIDE FACE
OF BLOCK TO
D
I. OF VERT
w
U
to
w
0-
3" CLR. b
TYP.
#4016"o.c. STAGGERED
w/ STEM BAR FOR
TYPE 'A' WALLS
RETAINING 3'-4" & 4'-0"
DATE SIGNED 9-10-18
S-1.5LQ
#16-077
BLOCK CQ. 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, 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.
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
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN B-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000psi.
7. FIRST COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS 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'—O"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10_ GROUT ALL CELLS WITH REINFORCEMENT,
11. 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.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK —OUT DETAILS
SEE DETAIL SHEET S-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY
FENCE RETAINING
WALL SCHEDULE
'H,
'X' BARS
16" LONG CMU
''Y' BARS
16" LONG CMU
•B' MIN.
'C' MIN.
2 —0
4®32"o.c.
4®48"o.c.
2 —9
N A
2'-8"
3'-0"
N/A
3'-4"
4032"o.c.
4®48"o.c.
3'-5"
N A
4' O"
4®32"o.c.
4®48"o.c.
3'-11"
0' 2"
GHL INC.
ARCHITECTURE - ENGINEERING
228 East Badillo Street 1 Covina, CA 91723
T: 626 938.1595
F: 626 938 0485
_ Vwvw ghlve C1un
6' High Wall 2' to 4' Retaining
Heel -in Footing
C o 110mph (ultj
Risk Category I
678" Wide CMU
OPTIONAL WALL CAP
STO. LADDER TYPE
05 STD FOR SLUMPSTONE)
JOINT REINF. AT TOP COURSE, -
AT FIRST COURSE, AND 24"o.c.
AT FENCE
6" WIDE (NOM.) CMU
w/ 'Y' BARS PER
SCHEDULE 0 CTR.
OF WALL. GROUT
CELLS w/ REINF.
#4 HORIZ. 024"o.c.
® RETAINING
4"0 SDR 35 PERF. PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
MIRAFI 14ON FILTER FABRIC— -
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL
8" WIDE (NOM.) CMU
FULLY GROUTED _
'X' BARS PER
SCHEDULE, LAP
24" MIN.
F.G. -
WET —SET FIRST ?
COURSE
#4 CONT.
#4 CONT. ® 12"o.c-
CONT. CONC. FTG. —
CONC. KEY
LOADING
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY:A. 09/21/2018
U
to
H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
O X
I
m �
OPTIONAL CHAMFER
BACKFILL—
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
2}" OUTSIDE FACE Ld
OF BLOCK TO
C OF VERT w
12" 1 12"
'B' MIN.
PER SCHEDULE
DATE SIGNED 9-10-18
S-1.6LQ
#16-077
=1x
U
N
(J
of
rjfioA
9L0CKCCk,1NC. nce 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, fin = 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:
6'-8" to 8'-8" High Pilaster
Spread Footing
Seismic, 5% o 1 second
16" or 240 CMU Pilaster
OPTIONAL WALL CAP
CMU PILASTER, SOLID GROUT
(16" SHOWN)
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.
3j"OUTSIDE FACE
2. NOT USED.
OF BLOCK TO
Ct OF VERT
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
2-#4 VERT. BARS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
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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
REQUIREMENTS 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
2000psi.
7. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
8. NOT USED.
9. PROVIDE EXPANSION / CONTROL JOINT ON EACH SIDE OF PILASTER
WHERE INTERSECTING BLOCK WALLS OCCUR.
10. NOT USED.
11. 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.
12. OPTIONAL ADHERED VENEER (MAX WEIGHT=10psf) MAY BE APPLIED
TO EACH FACE OF PILASTER. INSTALLATION BY OTHERS.
MECHANICALLY -ANCHORED VENEER IS NOT PERMITTED.
11 DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
16816 OR 16616 CMU
MASONRY PILASTER SCHEDULE PILASTER, SOLID GROUT
H'
'V MAX.
1 13'
N'
6'-8"
16
2 -9
4
24"
3'-4"
5
7'-47
16"
3'-0"
4
24"
3'-6"
5
16"
31-3"
5
24"
4'-0"
6
LOADING
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
2. SEISMIC LOADING EXCEEDS ALL
WIND LOADING FOR EXPOSURE C,
130mph AND LESS.
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GHL INC.
ARCHITECTURE - ENGINEERING
228 East Badillo Street I Covina, CA 91723
T: 626,938,1595
F: 626,93&0485
= www.ghlbe.com
OWLS. TO MATCH
VERT. REINF. LAP
24" MIN.
3j"OUTSIDE F4CE
OF BLOCK TO
t OF VERT
EQ. EQ.
F. G.
a�
WET -SET FIRST
COURSE -
'N'-
LONG EA. WAY
CONC. FTG. B' SQUARE MIN.
PER SCHEDULE
8" WIDE (NOM.)
CMU PILASTER,
SOLID GROUT ALL CELLS
CENTER VOID OPEN
OR SOLID -GROUT
'W'=24" SQ.
A PILASTER SECTION
i�
3" CLR.
TYP.
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A. DATE: 09/21/2018
C� 7
h NO. 85 81
♦c EXP. 9-30-20
C / V'
d OF CA��FO
DATE SIGNED 9-10-18
S-1.9LQ
#16-077
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