BWFE2024-0048BUILDING PERMIT
DESIGN & DEVELOPMENT
DEPARTMENT
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Permit Type:
Wall / Fence
Permit Number:
BWFE2024-0048
Property Address:
80367 SEGOVIA VIEW WAY
APN:
766150013
Legal Description
Lot 21 MB 411/23 TR 31249
Property Zoning:
RL, 21
Valuation:
$14,000.00
PHONE (760) 777-7125
WWW.LAQUINTACA.GOV
APPLIED DATE: 02/07/2024
ISSUED DATE: 02/09/2024
CALIFORNIA
Owner: Jessica Nicholas
310 Commerce St Suite 150, Irvine, CA 92602
Applicant: Jessica Nicholas
310 Commerce St Suite 150, Irvine, CA 92602
Contractor: Jessica Nicholas / 818129
310 Commerce St Suite 150, Irvine, CA 92602
PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR
CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE
FOLLOWING:
LICENSED CONTRACTOR OR OWNER -BUILDER DECLARATION (1 or 2)
1) They are licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professions Code, and the
referenced
License is in full force and effect, or;
2) That they are exempt from the Contractors' State License Law for the
reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or
she is exempt from licensure by a valid exemption. [Section 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
Contractors' State License Law (Chapter (commencing with Section 7000)
of Division 3 of the Business and Professions
Code] 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).)
a) As owner of the property, or my employees with wages as their sole
compensation, will do all of or portions of the work, and the structure is
not intended or offered for sale (Section 7044, Business and Professions
Code: The Contractors' State License Law does not apply to an owner of
property who, through employees' or personal effort, builds or improves
the property, 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 it was
not built or improved for the purpose of sale.).
b) As owner of the property, will be exclusively contracting with licensed
c) Are exempt from licensure under the Contractors' State License Law.
As an Owner -Builder, they acknowledge that, except for their personal
residence in which they must have resided in for at least one year prior to
completion of the improvements covered by this permit, they cannot legally
sell a structure built as an owner -builder if it has not been constructed in
its entirety by licensed contractors. It is understood that a copy of the
applicable law, Section 7044 of the Business and Professions Code, is
available upon request when this application was submitted at the
following Web site:
http://www.leginfo.ca.gov/calaw.html.
DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If
applicable)
A construction lender will be used for completion of the improvements
covered by this permit and the name and information of which is on file for
public inspection during the regular business hours of the public entity.
Failure of the applicant to indicate the construction lender on the
application does not relieve that person of the requirement to give the
construction lender preliminary notice from that duty.
WORKERS' COMPENSATION DECLARATION (1, 2 or 3)
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.
1) Has and will maintain a certificate of consent to self -insure for workers'
compensation, issued by the Director of Industrial Relations as provided for
by Section 3700 of the Labor Code, for the performance of the work for
which this permit is issued.
2) Has 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.
3) Certifies that, in the performance of the work for which this permit is
issued, shall not employ any person in any manner so as to become subject
to the workers' compensation laws of California, and agree that, if should
become subject to the workers' compensation provisions of Section 3700 of
the Labor Code, shall forthwith comply with those provisions.
NOTICE TO APPLICANT (1, 2 and 3)
1) Each person upon whose behalf this application was made, each person
at whose request and for whose benefit work is being 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 360 days from date of issuance of such
permit, or if cessation of work for 180 days will subject permit to
cancellation. On or after January 1, 2019, every permit issued shall become
invalid unless the work on the site authorized by such permit is commenced
within 12 months after its issuance, or if the work authorized on the site by
such permit is suspended or abandoned for a period of 12 months after the
time the work is commenced.
3) Certified that they read the application and state that the information
provided is correct. 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.
IMPORTANT: An Application for Permit was made to the Building Official,
subject to the conditions and restrictions set forth at the time of application,
which is now hereby an Issued Permit. If any part of the information being
supplied on this permit is inaccurate or untrue, please contact the City of La
Quinta at (760) 777-7125 immediately for correction.
Printed: 7/28/25 5:22 pm Page 1 of 3
BUILDING PERMIT
Permit Type: Wall / Fence
Permit Number: BWFE2024-0048
Property Address: 80367 SEGOVIA VIEW WAY
137LF OF 6' GARDEN WALLS AT NORTH AND EAST PROPERTY LINES [ORCO SPECIFICATIONS] 2022 CALIFORNIA BUILDING CODES
instruction Dot;
Non -Retaining Block 137 Engineering Other (Attach Detail) Total Block Wall LF 137
Wall Linear F000tage
Other fence Linear 0 Planning Only Review No Zoning RL
Footage - (BLDG fees are
General Plan LDR
Lot Number 21
Legal Description Lot 21 MB 411/23 TR
31249
removed)
City Limits Within La Quinta Limits Subdivision Name TR 31249
Lot Size 1625.49 Centerlines 96869
Type Group Sq Ft Value
Invoice No. Fee
INV-00004352 Block Wall - First 100 LF
Block Wall - First 100 LF PC
Credit Card Convenience Fee
Technology Enhancement Fee
Digital Archiving and Records Management Fee - OTC
Block Wall - Each Additional 50 LF
Building Standards Administration
Total for Invoice INV-00004352
Grand Total for Permit
Fee Amount
$61.02
$76.28
$4.42
$8.00
$12.00
$18.31
$1.00
$181.03
$181.03
Amount Paid
$61.02
$76.28
$4.42
$8.00
$12.00
$18.31
$1.00
$181.03
$181.03
Workflow Step / Action Name
Action Type
Start Date
End Date
Plan Check v.1
02/08/2024
0:00
02/09/2024 9:27
-------------- ----------------
Building Review (1 Day) v.1
Receive Submittal
02/08/2024
0:00
02/09/2024 9:27
Permit Issuance v.1
02/09/2024
9:27
02/09/2024 10:38
----------------------------------------------------------------------------------------------------------------------------------------
Contractor / Owner -Builder Information v.1
Generic Action
02/09/2024 9:28
----------------------------------------------------------------------------------------------------------------------------------------
Verify & Invoice Fees v.1
Generic Action
02/09/2024 9:28
----------------------------------------------------------------------------------------------------------------------------------------
Ready to Issue v.1
Generic Action
02/09/2024 9:28
----------------------------------------------------------------------------------------------------------------------------------------
Verify Fee Payment & Issue Permit v.1
Generic Action
02/09/2024 10:38
----------------------------------------------------------------------------------------------------------------------------------------
Print, Attach, and Email Building Permit v.1
Create Report
02/09/2024
10:38
02/09/2024 10:38
Wall / Fence Inspections v.1
03/18/2024
0:00
04/03/2024 9:49
----------------------------------------------------------------------------------------------------------------------------------------
Footing v.1
Inspection
03/18/2024
0:00
03/19/2024 10:52
----------------------------------------------------------------------------------------------------------------------------------------
Footing v.2
Inspection
03/19/2024
0:00
03/20/2024 9:14
----------------------------------------------------------------------------------------------------------------------------------------
Bond Beam v.1
Inspection
03/22/2024
0:00
03/25/2024 10:38
----------------------------------------------------------------------------------------------------------------------------------------
Bond Beam v.2
Inspection
04/02/2024
0:00
04/03/2024 9:49
Final Inspections v.1
04/10/2024
0:00
04/11/2024 9:54
Printed: 7/28/25 5:22 pm Page 2 of 3
BUILDING PERMIT
Permit Type: Wall / Fence
Permit Number: BWFE2024-0048
Property Address: 80367 SEGOVIA VIEW WAY
Final Wall / Fence v.1 Inspection 04/10/2024 0:00 04/11/2024 9:54
Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work
shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be
construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections
presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be
valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for
inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of
any material required to allow inspection.
It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for
inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this
code.
A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion
thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a
certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances
of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the
iurisdiction shall not be valid.
A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building
or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by
the building official.
Printed: 7/28/25 5:22 pm Page 3 of 3
6' ORCO STANDARD
CMU SITE WALL W/
SPREAD FOOTING
10 L.F.
6' ORCO STANDARD
CMU SITE WALL W/
TRENCH FOOTING
111 L.F.
BEAZER
HOMES
SEG VIA VIEW WAY
-M M-
3 - 3- -
r
L
I I I
I I
I
LOT 21
PLAN 1BR
I I
I I I
I J
BWFE2024-0048
CITY OF LA QUINTA
BUILDING DIVISION
REVIEWM FOR
CODE COM PLIANCE
w. J.ANAYA onre 02/0912024
137LF OF 6' GARDEN WALLS AT NORTH
AND EAST PROPERTY LINES [PROTO II
SPECIFICATIONS] 2022 CALIFORNIA
BUILDING CODES.
GARDEN WALL
PER SEPARATE
PERMIT
MSA CONSULTING, INC.
> PLANNING � CIVIL ENGINEERING > LAND SURVEYING
34200 Bob Hope Drive, Rancho Mirage, CA 92270
760.320.9811 msa ConsultinginC.COrt1
6' ORCO STANDARD
CMU SITE WALL W/
SPREAD FOOTING
16 L.F.
GARDEN WALL
PER LOT 22
CANTERA * CORAL MOUNTAIN I OCTOBER 2022
WALL EXHIBITS LOT AREA
12,023 SF
80-367 3ECOVIA VIEW WAY
LA QUINTA, CA 92253 SCALE 1'=20'
TRACT 31249, LOT 21, PLAN 1BR
ORCO CMU SITE WALLS W/ SPREAD FOOTING
FOR 110 MPH 3 SEC. GUST Cad EXP C
REBAR NOTE:
• DO NOT RUN HORIZONTAL REINFORCEMENT THROUGH
WALL RETURNS & CONTROL JOINTS.
• PROVIDE DOWEL & DROP -IN BAR ACCORDING TO DETAIL
AT EACH SIDE OF CONTROL JOINTS, ENDS OF WALLS AND
@ WALL HEIGHT CHANGES.
DESIGN CRITERIA PER THE 2022 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF + 3 INCR. FOR
WIND/SEISMIC PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL: GRADE 60
6. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
CAP UNIT NORMAL WEIGHT.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS
SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
C 150 TYPE HIV. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
ORCO 6616 OR 6816 CMU
GROUTED ONLY @ VERT STEEL 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
IT IS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS UNO.
#4 DROP -IN BAR @ 16" O/C
@ CENTER OF CMU 6, ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
GROUTED.
#6 STD JOINT REINFORCEMENT 7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
@ 12" O/C FOR 6616 CMU CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
@ 16" O/C FOR 6816 CMU 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTITUENTS.
NOTE:
FOR SIDEYARD RETURN WALLS WHERE 9. BLOCK STEM MAY BE WET -SET 1-112" INTO THE FOOTING WHILE THE
DRAINAGE SWALE OCCURES, A 112 BLOCK CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
MAY LEFT OUT @ SWALE GRADE. PROVIDE OF THE TRENCH TYPE FOOTING.
#4 DOWEL AND #4 DROP -IN BAR ON EACH
E OF THE 112 BLOCK DRAIN. 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
#4 DOWEL @ 16" O/C
@ CENTER OF CMU. 11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
PROVIDE 24" MIN. LAP. CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
fEQ
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
EQUALAL
THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING: 20' O/C.
z \�
LEVEL GRADE
BOTH SIDES
N
U
•
#4 HORZ. CONT.
@ 9" O/C
ENGINEERING STAMP APPROVAL IS CONDITIONAL;
SETBACK: REQUIRING USE OF ORCO MANUFACTURED CMU ON
3"
CLR.
Y-0„
AT LEAST THE SMALLEST OF ALL ORCO WALL SYSTEM DESIGNS.
H/3 AND 40 FT (7 FT MIN.),
WHERE H = SLOPE HEIGHT e�
NOTE: DIMENSIONS ARE NOT TO SCALE.
DETAIL #ZA
BEAZER HOMES
CANTERA @ CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
ORCO CMU SITE WALLS W/ TRENCH FOOTING
FOR 110 MPH 3 SEC. GUST @a EXP C
k
O
N
CAP UNIT
ORCO 6616 OR 6816 CMU
GROUTED ONLY @ VERT STEEL
#4 DROP -IN BAR @ 16" O/C
@ CENTER OF CMU
NOTE:
PROVIDE #4 DOWEL & #4 DROP -IN
BAR AT EACH SIDE OF CONTROL
JOINTS, ENDS OF WALLS AND @
WALL HEIGHT CHANGES
#6 STD JOINT REINFORCEMENT
@ 12" O/C FOR 6616 CMU
@ 16" O/C FOR 6816 CMU
NOTE:
FOR SIDEYARD RETURN WALLS WHERE
DRAINAGE SWALE OCCURES, A 1/2 BLOCK
MAY LEFT OUT @ SWALE GRADE. PROVIDE
#4 DOWEL AND #4 DROP -IN BAR ON EACH
SIDE OF THE 1/2 BLOCK DRAIN.
#4 DOWEL @ 16" O/C
@ CENTER OF CMU.
PROVIDE 24" MIN. LAP.
2
1 MAX.
#4 HORZ. CONT.
@ 12" O/C,
SETBACK:
8" AT LEAST THE SMALLEST OF
CONT. H/3 AND 40 FT (7 FT MIN.),
WHERE H = SLOPE HEIGHT
NOTE: DIMENSIONS ARE NOT TO SCALE.
DETAIL #1B
DESIGN CRITERIA PER THE 2022 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF t 7 INCR. FOR
WIND/SEISMIC PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL : GRADE 60
6. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
GENERAL NOTES:
1, CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
NORMAL WEIGHT.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS
SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
C 150 TYPE II/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
IT IS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-1/2"INTO THE FOOTING WHILE THE
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING. 20' O/C.
BEAZER HOMES
CANTERA @a CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
ORCO 12" SQ. PILASTER
FOR 110 MPH 3 SEC. GUST @a EXP C
DESIGN CRITERIA PER THE 2022 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF + 3 INCR. FOR
WIND/SEISMIC PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL : GRADE 60
6. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
N
CAP UNIT
ORCO 12612
PILASTER CMU
SOLID GROUTED.
SEE DIAGRAM
BELOW
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
NORMAL WEIGHT.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS
SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
C 150 TYPE II/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
IT IS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID IN A STACK BOND PATTERN.
6. ALL BLOCK CELLS SHALL BE SOLID GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
#4 VERT. FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
DROP-INBAR WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAYBE WET -SET 1-1/2" INTO THE FOOTING WHILE THE
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACEAND
THE BLOCK WALL IS READY TO GROUT.
#4 DOWEL W1 24" MIN.
EXTENSION INTO CMU
J
U
M
EQUAL
•
#4 HORZ. @ 9" OIC
EACH WAY 3 _O
SQUARE FOOTING
NO
ONLY RUN WALL FOOTING
HORIZONTAL REINFORCEMENT
THROUGH PILASTER FOOTING,
WHEN INTERSECTING.
DETAIL #2
12. PROVIDE EXPANSION/CONTROL JOINT EACH SIDE OF PILASTER WHERE
INTERSECTION BLOCK WALLS OCCUR.
12-
ORCO 12612
PILASTER CMU
F
(SOLID GROUTED)
v
2
r��MAX. \
SETBACK:
AT LEAST THE SMALLEST OF
H/3 AND 40 FT (7 FT MIN.),
WHERE H = SLOPE HEIGHT
#4 VERTICAL
(AS SHOWN)
PILASTER CROSS
SECTION DETAIL
BEAZER HOMES
CANTERA @ CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
NOTE: DIMENSIONS ARE NOT TO SCALE.
NOT TO SCALE
ORCO CMU + T.S. FENCE W/ SPREAD FOOTING
FOR 110 MPH 3 SEC. GUST @a EXP C
DESIGN CRITERIA PER THE 2022 CBC:
1, ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF + i INCR. FOR
WIND/SEISMIC PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI CJa 28 DAYS.
5. REINFORCING STEEL: GRADE 60
6. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI,
GENERAL NOTES:
1.
CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
NORMAL WEIGHT.
�i
2.
CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS
SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-112 GALLONS
ti
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
O
C 150 TYPE II/V. Fc = 2500 PSI
m
3.
REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
Z
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
k
- U
co
� O
4.
REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
IT IS LOCATED.
p
p m
5.
CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH
N
W
VERTICAL CONTINUITY OF THE CELLS UNO.
W ti
6.
ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
Z
GROUTED.
e
#4 HORZ. CONT. @
v�
I� W
7.
TOP BOND BEAM
USE TYPES MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
(OR z " PENCIL RODS).
a
8,
GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
W
# 4 DOWEL @ 32" O/C
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
CENTER OF CMU.
WITHOUT SEGREGATION OF THE CONSTITUENTS.
9.
BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE THE
WCONCRETE
10"
IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
k
U >
OF THE TRENCH TYPE FOOTING.
>
#4 HORZ CONT. 10,
FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
24" O/C
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
M
O
p O
11,
FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
j
EQUAL
EQUAL
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
oll•
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
=III
12.
MAXIMUM CONTROL JOINT SPACING: 20' O/C.
•
(4) #4 HORZ.
CONT. AS SHOWN
�
SETBACK:
v
AT LEAST THE SMALLEST OF
iy
2'-2"
H/3 AND 40 FT (7 FT MIN.),
WHERE H = SLOPE HEIGHT
NOTE: DIMENSIONS ARE NOT TO SCALE.
DETAIL #3
BEAZER HOMES
CANTERA @ CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
ORCO CMU + T.S. FENCE W/ TRENCH FOOTING
FOR 110 MPH 3 SEC. GUST @a EXP C
(A
W
Z
O
�m
O�
O Om
N W
V
�.C)
O
W
ti
v
3" CLR.
DESIGN CRITERIA PER THE 2022 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF + + INCR. FOR
WIND/SEISMIC PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL : GRADE 60
6. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
NORMAL WEIGHT.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS
SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
C 150 TYPE II/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
IT IS LOCATED.
5.
CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS UNO.
#4 HORZ. CONT. @a
TOP BOND BEAM
6.
ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
(OR z 'PENCIL RODS).
GROUTED.
7.
USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8.
GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
_ #4 DOWEL @ 32" O/C
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA
@ CENTER OF CMU.
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAYBE WET -SET 1-1/2" INTO THE FOOTING WHILE THE
#4 HORZ CONT. CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
@ 24" O/C OF THE TRENCH TYPE FOOTING.
2
1 MAX.
• #4 HORZ. CONT.
@ 10" O/C
SETBACK:
10„ AT LEAST THE SMALLEST OF
lo H/3 AND 40 FT (7 FT MIN.),
WHERE H = SLOPE HEIGHT
NOTE: DIMENSIONS ARE NOT TO SCALE.
DETAIL #3B
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING: 20' O/C.
BEAZER HOMES
CANTERA @a CORAL MOUNTAIN
TRACT No, 31249
LA QUINTA, CALIFORNIA
ORCO 6' HIGH WALL W/ RETAINING & SPREAD FOOTING
FOR 110 MPH WIND 3 SEC. GUST @a EXP C
SPECIAL INSPECTION NOTE:
PROVIDE LEVEL 2 SPECIAL INSPECTION PER TMS 602-16 TABLES 3 & 4 OF THE
MASONRY STEM.
CAP UNIT
ORCO 6616 CMU
GROUTED ONLY @ VERT STEEL
DESIGN CRITERIA PER THE 2022 CBC r
1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF + 3 INCR. FOR
WIND/SEISMIC PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL : GRADE 60
6. MASONRY COMPRESSION STRENGTH, f ',,, = 2000 PSI.
cCAICDAI AlArCC -
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
#4 DROP -IN BAR @32" O/C. NORMAL WEIGHT.
PROVIDE74" LAP INTO 8" CMU.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-112 PARTS
SAND TO 3-112 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
Q
C 150 TYPE II/V. Fc = 2500 PSI
#6 STD JOINT
REINFORCEMENT
@ 12" O/C 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
NOTE: PROVIDE #4 DOWEL & 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
#4 DROP -IN BAR AT EACH IT IS LOCATED.
SIDE OF CONTROL JOINTS,
ENDS OF WALLS AND @ WALL
HEIGHT CHANGES 5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL RETAINING WALL BLOCK CELLS SHALL BE SOLID GROUTED.
#4 HORZ CONT.
@ 24"O/C —
N V
ry
M ,
U 7' TO DAYLIGHT
6"
LEVEL BACKFILL COMPACTED
TO MIN. 90% COMPACTION
PER ASTM 1557-D
---4-2"CLR.
—
O' DOWEL
4" DIA, SOR 35 PERF PIPE
W/ IFT WIDE OF 4"
GRAVEL WRAPPED W1
MIRAFI 14ON FILTER
FABRIC TO WITHIN 1FT OF
FG - SLOPE TO DRAIN.
WATERPROOF BACKSIDE
O
OF RETAINING WALL.
2" CLR.
E' BAR
#4 HORZ. CONT. @
12" 12" O/C AS SHOWN
'B'
NOTE: DIMENSIONS ARE NOT TO SCALE.
'A'
'B'
'C'
'D' DOWEL
'E' BAR
2'-0"
2'-6"
N/A
#4@32" OIC J 53"
#4@32" OIC 18"
8"
6" F
3'-0"
2'-9"
N/A
#4@16" OIC J45"
#4@16" OIC 21"
8"
6" F
#4@16" OIC J 57"
#4@16" OIC 24"
5'-0"
3'-6"
7"
#4@8" 0/C 29"
#4@8" O/C 30"
8„
8„
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 112 PART LIME TO 4-112 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 318" PEA
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-112" INTO THE FOOTING WHILE THE
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING: 20' O/C.
DETAIL #4
BEAZER HOMES
CANTERA @a CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
ORCO 6' HIGH WALL W/ RETAINING & HEELBACK FOOTING
FOR 110 MPH WIND 3 SEC. GUST @a EXP C
SPECIAL INSPECTION NOTE:
PROVIDE LEVEL 2 SPECIAL INSPECTION PER TMS 602-16
TABLES 3 & 4 OF THE MASONRY STEM.
CAP UNIT
ORCO 6616 CMU
GROUTED ONLY @ VERT STEEL
#4 VERT DROP -IN BAR @ 32" O/C
@ CENTER OF CMU.
PROVIDE 24"MIN. LAP INTO 8" CMU
F
o #s sm 1orNr
Co REINFORCEMENT
Lai 12" O/C
LEVEL BACKFILL COMPACTED
TO MIN. 90% COMPACTION
PER ASTM 1557-D
#4
@ HORZ CONT I W�4L
I24"O/C
C DOWEL L
@ EDGE OF 8" CMU 12
2"CLR
N
3" CLR.
3" CLR.
J 4"DIA. SOR 35 PERF PIPE
W1 IFT WIDE OF 4"
2"CLR GRAVEL WRAPPED W1
MIRAFI 140N FILTER
LOFABRIC TO WITHIN IFT OF
FG - SLOPE TO DRAIN.
WATERPROOF BACKSIDE
OF RETAINING WALL.
D' BAR
n
'B'
#4 HORZ CONT.
@ 12"O/C
'A'
'B'
'C'& 'D' BARS
2'-0"
2'-9"
#4@32" 0/C
3'-0"
3'-0"
#4@16" 0/C
4'-0"
3'-3"
#4@16" 0/C
5'-0"
3'-6"
#4@8" 0/C
DESIGN CRITERIA PER THE 2022 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF + I# INCR. FOR
WIND/SEISMIC PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL : GRADE 60
6. MASONRY COMPRESSION STRENGTH, f ',,, = 2000 PSI.
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
NORMAL WEIGHT.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-112 PARTS
SAND TO 3-112 PARTS GRAVEL WITH A MAXIMUM OF 1-112 GALLONS
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
C 150 TYPE II/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4, REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
IT IS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL RETAINING WALL BLOCK CELLS SHALL BE SOLID GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 112 PART LIME TO 4-112 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 318" PEA
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-112" INTO THE FOOTING WHILE THE
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
12. MAXIMUM CONTROL JOINT SPACING: 20' O/C.
DETAIL #5
BEAZER HOMES
CANTERA @CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
NOTE: DIMENSIONS ARE NOT TO SCALE.
ORCO 12" SQ. PILASTER W/RETAINING
DESIGN CRITERIA PER THE 2022 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF t IINCR. FOR
WIND/SEISMIC PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @ 28 DAYS.
5. REINFORCING STEEL : GRADE 60
6. MASONRY COMPRESSION STRENGTH, f ',,, = 2000 PSI.
SPECIAL INSPECTION NOTE:
PROVIDE LEVEL 2 SPECIAL INSPECTION PER TMS 602-16 TABLES 3 AND
4 OF THE MASONRY STEM.
ORCO 12612
PILASTER CMU
(SOLID GROUTED)
3-I/2"
k CLR.
(2) #4 VERT.
DROP -IN BARS
CD #4 DOWELS W/ 24" MIN.
Z EXTENSION INTO CMU
z J
Q
w a 12„
� F
Q
�C 7' TO DAYLIGHT
#4 HORZ. —
9" O/C
EACH WAY
CAP UNIT
LEVEL BACKFILL
COMPACTED TO
MIN. 90% RELATIVE
COMPACTION PER
ASTM 1557-D
FOR //0 MPH EXPOSURE C WIND
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
NORMAL WEIGHT.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-112 PARTS
SAND TO 3-112 PARTS GRAVEL WITH A MAXIMUM OF 1-112 GALLONS
OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM
C 150 TYPE IIIV. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A
615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
IT IS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID IN A STACK BOND PATTERN.
6. ALL BLOCK CELLS SHALL BE SOLID GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 112 PART LIME TO 4-112 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 318" PEA
GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK
UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-112" INTO THE FOOTING WHILE THE
CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE
OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR
CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY TO GROUT.
12. PROVIDE EXPANSION/CONTROL JOINT EACH SIDE OF PILASTER WHERE
INTERSECTION BLOCK WALLS OCCUR.
ORCO 12612
PILASTER CMU
(SOLID GROUTEI
O 4" DIA. SOR 35 PERF PIPE
W11FT WIDE OF "
GRAVEL WRAPPED W/
MIRAFI 14ON FILTER
FABRIC TO WITHIN 1FT OF
FG - SLOPE TO DRAIN,
WATERPROOF BACKSIDE
OF RETAINING WALL.
•
I--v 12" I
'B'
SQUARE FOOTING
NO
ONLY RUN WALL FOOTING
HORIZONTAL REINFORCEMENT
THROUGH PILASTER FOOTING,
WHEN INTERSECTING.
,A,
,B,
V
2'-0"
3'-0"
N/A
3'-0"
3'-0"
N/A
4'-0"
3'-3"
N/A
5'-0"
3'-6"
5"
12"
N
RTICAL
(AS SHOWN)
PILASTER CROSS
SECTION DETAIL
NOT TO SCALE
DETAIL #6
BEAZER HOMES
CANTERA @a CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
NOTE; DIMENSIONS ARE NOT TO SCALE.
ORCO ENTRY GATE PILASTER
FOR 1/0 MPH EXPOSURE C WIND CONDITIONS
0
v
#4 VERTICAL DROP -IN
BARS @ 16" 0/C AND -
EA. CORNER
#4 TIES @24" OIC
STEEL POST
PER L.S. PLANS
#4 DOWELS W/ 24"
MIN. EXTENSION INTO
CMU. @ I6" 0/C
J 33"
8"
ct
J
U
I CAPPER L. S. PLANS
VOID AREA
DO NOT
GROUT
32" S0.
•
#4 BARS
@ 9" O/C
EACH WAY
3" CLR
DESIGN CRITERIA PER THE 2022 CBC:
1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF + 1 INCR. FOR
WIND/SEISMIC PER SOILS REPORT.
2. EQUIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
4. GROUT STRENGTH = 2000 PSI @a 28 DAYS.
5. REINFORCING STEEL : GRADE 60
6. MASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
GENERAL NOTES.,
1.
CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90.
NORMAL WEIGHT.
2.
CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-112
PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL
CONFORM TO ASTM C 150 TYPE II/V. Fc = 2500 PSI
3.
REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4.
REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICH IT IS LOCATED.
5.
CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN
WITH VERTICAL CONTINUITY OF THE CELLS UNO.
6.
ALL BLOCK CELLS SHALL BE SOLID GROUTED.
7
USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8.
GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 318"
PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND
BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD
GROUT FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD
GROUT FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS.
9.
BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE
THE CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO
I3 -
EITHER EDGE OF THE TRENCH TYPE FOOTING.
10.
FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL
SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF
90%.
11,
FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY
FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE.
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12.
PROVIDE EXPANSION/CONTROL JOINT EACH SIDE OF PILASTER
WHEN INTERSECTING BLOCK WALLS OCCUR.
v
M
(4) #5 VERTS W/
#3 LOOP TIES @ /0" 0/C
4'-/0" SO. FOOTING
LPETAIL #7
BEAZER HOMES
CANTERA @a CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA
NOTE: DIMENSIONS ARE NOT TO SCALE.
ORCO ENTR Y MONUMENT PILASTER
FnR no MPH EXPOSURE C WIND rnA) I TIONS
NOTE: DIMENSIONS ARE NOT TO SCALE.
32" (TOP SEGMENT)
/./1" 'Q077!)M CFrMFA/T)
JWL
J
L
fGN CRITERIA PER THE 2022 CBC:
LLOWABLE SOIL BEARING PRESSURE = 2000 PSF + 3 INCR. FOR
IIND/SEISMIC PER SOILS REPORT.
2UIVALENT FLUID PRESSURE = 35 PCF PER SOILS REPORT.
LLOWABLE LATERAL PASSIVE PRESSURE = 250 PCF PER SOILS REPORT.
ROUT STRENGTH = 2000 PSI @ 28 DAYS.
EINFORCING STEEL : GRADE 60
ASONRY COMPRESSION STRENGTH f 'm = 2000 PSI.
GENERAL NOTES:
1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90,
NORMAL WEIGHT.
2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2
PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2
GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL
CONFORM TO ASTM C 150 TYPE II/V. Fc = 2500 PSI
3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO
ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN
WHICH IT IS LOCATED.
5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN
WITH VERTICAL CONTINUITY OF THE CELLS UNO.
6. ALL BLOCK CELLS SHALL BE SOLID GROUTED.
7. USE TYPE S MORTAR PROPORTIONED USING ASTM C 270 PART
CEMENT TO 112 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND
BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD
GROUT FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD
GROUT FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS.
9. BLOCK STEM MAY BE WET -SET 1-1/2" INTO THE FOOTING WHILE
THE CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO
EITHER EDGE OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL
SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF
90%.
11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY
FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE.
SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN
PLACE AND THE BLOCK WALL IS READY TO GROUT.
12. PROVIDE EXPANSION/CONTROL JOINT EACH SIDE OF PILASTER
WHEN INTERSECTING BLOCK WALLS OCCUR.
ORCO 8816 CMU (TOP SEGMENT)
AND 12816 CMU (BOTTOM SEGMENT)
- BLOCK CELLS TO BE SOLID
GROUTED ONLY.
#4 TIES
@24" 0/C
L2RETAIL #8
#4 VERT @
BEAZER HOMES
16" 0/C AND
EA. CORNER
CANTERA @ CORAL MOUNTAIN
TRACT No. 31249
LA QUINTA, CALIFORNIA