BWFE2019-022978-495 CALLE TAMPICO Tiho / D 4Qaum VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED Owner:
Application Number: BWFE2019-0229 PAUL STRYKER
Property Address: 78840 VILLETA DR
APN: 604152011 92253
Application Description: STRYKER / COMBO WALL AND [1] PILASTER
Property Zoning:
Application Valuation: $8,300.00
Applicant: P
Contractor:
J V MASONRY J V MASONRY
65083 MARIO Cl NOV 0 8 2019D 65083 MARIO Cl
MECCA, CA 92254 0MECCA, CA 92254
CITY OF LAQUINTA (760)548-8227
DESIGN & DEVELOPMENT DEPARTMENT Llc. No.: 981775
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: C29, C-8 License No.: 981775
Date: 11 e- I Contractor: —TV % 6 ✓k-- V
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).:
(_) 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.).
(_) I, 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
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: 11/8/2019
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.
:� 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: NORGUARD INSURANCE COMPANY` Policy Number: JUWC085457
_ 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; 11 KA / Applicant; r Y ' 0M a &/ice 1
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 sWetlaws re s g to building
construction, and hereby authorize representatives ofthiso en[ r up , the above -
mentioned property for inspection purposes. i '
Date:.11 u -M Signature (Applicant or Age
Date: 11/8/2019
Application Number: BWFE2019-0229 Owner:
Property Address: 78840 VILLETA DR PAUL STRYKER
APN: 604152011
Application Description: STRYKER / COMBO WALL AND [1] PILASTER 92253
Property Zoning:
Application Valuation: $8,300.00
Applicant:
Contractor:
J V MASONRY
J V MASONRY
65083 MARIO Cl
65083 MARIO Cl
MECCA, CA 92254
MECCA, CA 92254
(760)548-8227
Llc. No.: 981775
Detail: 801-F OF 6' HIGH COMBO WALL 40 LF TAPERED 5'-3' (1) 6' HIGH PILASTER AT WEST PROPERTY LINE SIDE YARD [ANGELUS S1.1LQ 5-1.5LQ & S-
1.9LQ SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE
THE PROPERTY. 2016 CALIFORNIA BUILDING CODES.
FINANCIAL INFORMATION
V DESCRIPTION ACCOUNT
CITY
AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42400
0
$48.30
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50LF
101-0000-42404
0
$16.10
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 10OLF
101-0000-42404
0
$53.67
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 10OLF PC
101-0000-42600
0
$67.08
Total Paid for BLOCK WALL 2019: $185.15
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
CITY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
Contractor Name: V
Address: (p' S p� 3 M,N 1 O C l
City, St, Zip
Telephone:
Email: �1
State Lie: �7 J'�f7. S City Bus Lie:
Arch/Eng Name:
Address:
City, St, Zip
Telephone:
Email:
State Lie: City Bus Lie:
Property Owner's Name:
Address:
City, ST, Zip
Telephone:
Email:
New SFD Construction:
Conditioned Space SF
Garage -SF
Patio/Porch SF
Fire Sprinklers SF
Construction Type: Occupancy:
Grading:
Bedrooms: I Stories; I # Units:
New Commercial / Tenant Improvements:
Total Building SF
Construction Type: Occupancy:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
801f
proposed
® 16" x 8" x 16" CMU columns
Proposed block wall
' 78.840 Villda Dr C r
La (uWnta
Paul S ker9P
,'( ie �bQ �5 woii s _
CITY F �.AZUI . NTA
BUILDING & SAFE7y DEPT
APPROVED
FOR CONSTRUCTION
DATEZZZ CII'T Rv JJ A
A48L0CKCCk,1NC.
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
REQUIREMENT'S 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 0#75, 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.
S. 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"a.o. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10. GROUT ALL CELLS WITH REINFORCEMENT.
11. INSPECTIONS: A. AFTER FOOTING IS 1 ADY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLA;E. S. 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"
4032"o.c.
4048"o.c.
2'-4
773
2'-8"
4032"o.c.
4®48"o.c.
2'-4"
0'--6"
3'-4"
4032"o.c.
4®48"o.c.
2'-6"
0'-9"
4'-0"
4®32"o.c.
4®48"o.c.
2'-10'
1'-2"
GHL INC,
ARCHITECTURE - ENGINEERING
228 East Badillo Street ; Covina, CA 91723
T: 626.938 1595
F: 626.938-0485
LOADING
6' High Wall 2' to 4' Retaining
Toe -out Footing
C o 110mph iulta
Risk Category I
67W Wide CMU
OPTIONAL WALL CAP �
STD. LADDER TYPE
#5 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 140N 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 —SE
COURSE T FIRST ,
#4 CONT.
#4 CONT. 0 12'o.c. — —
CONT. CONC.
CONC. KEY
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
12" 12"
'B' MIN.
PER SCHEDULE
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY:A. DATE: 09/21/2018
'N' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
I <
to 2
OPTIONAL CHAMFER
'BACKFILL—
WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SKSP
RT
2}" OUTSIDE FACE
Uj
OF BLOCK TO
OF VERT
D
o
_
_
En
w
a
3" CLR. b
TYP.
#4016"o.c. STAGGERED
W/ STEM BAR FOR
TYPE 'A' WALLS
RETAINING 3'-4" & 4'-0"
G
-I�7
N07 85681
c EXP. 9-30-20 a�
E OF, C AL1Ffl
DATE SIGNED 9-10-18
S-1.5LQ
#16-077
h I-ae. com
400
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 ACT1VE = 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 DIAUETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
6' to 8' High Site Wall
Eccentric Spread Footing
C ® 110mph iulta
Risk Category I
6" Wide CM U
OPTIONAL WALL CAP--
STD.
#5 STD
JOINT REI
COURSE,
COURSE,
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
6" WIDE I
OTHERWISE REQUIRED BY SOILS REPORT.
GROUT CI
w/ REINF
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
'X' BARS
REQUIREMENTS OF ASTM C270. OR SPEC MIX IWR MASONRY MORTAR AS
SCHEDULE
MANUFACTURED BY E—Z MIX INC.. CONFORMING TO PROPERTY
CTR. OF I
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
DWLS. TO
IS PLASTIC.
VERT. REII
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
24" MIN.
VERTICAL CONTINUITY OF THE CELLS.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
F.G.
40'-0"o.c. OR 20'—O"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
WET —SET
10. GROUT ALL CELLS WITH REINFORCEMENT.
COURSE
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
2—#4 CON
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.
CONT. COP
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY' FENCE WALL SCHEDULE
'H' MAX.
'X'
16' LONG CMU
BARS
18- LONG CMU
'B' MIN.
6'--0
4048'o.c.
4054 o.c.
2'--6"
6'-8"
4®40"o.c.
4045"o.c.
2'-9"
7'-4"
4032"o.c.
4®36"o.c.
3'--0"
4024"o.c.
4027"o.c.
Y-3"
GHL INC.
ARCHITECTURE - ENGINEERING
228 East Badillo Street I Covina, CA 91723
T: 626.938.1595
F: 626.938.0485
_ www gMne com
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A.DATE: 09/21/2018
rtn acNtuuLt
1P Oti-ESSIO;NZZ�
is EXP. 9-30-20 *
s'9p C 1 V `�. 4z`'�4
OF C AG1F O
DATE SIGNED 9-10-18
S-1.1LQ
#16-077
J
]
J
n
e
L
L
d4
lAW
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:
6'-'8" to 8'-8" High Pilaster
Spread Footing
Seismic, 5% o 1 second
16" or 24" CMU Pilaster
OPTIONAL WALL CAP 4.
CMU PILASTER, SOLID GROUT
(16" SHOWN) --
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (L.APS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
3j"OUTSI0E FACE
2. NOT USED. OF 6LOCK TO
t 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.
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 M1X 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.
B. 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.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
16816 OR 16616 CMU
MASONRY PILASTER SCHEDULE PILASTER, SOLID GROUT
H
'W MAX.
'B'
'N'
6 1--8•
16
7--
4
24"
3'-4"
5
7'— 4'
16"
3'-0"
4
24"
3' 6"
5
8'-8
16"
3'--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.
DWLS. TO MATCH
VERT. REINF. LAP
24" MIN.
EQ
F.G
WET —SET FIRST
COURSE
LONG EA. WAY
CONC. FTG
8" WIDE (NOM.)
CMU PILASTER,
SOLID GROUT ALL CELLS
CENTER VOID OPEN
OR SOLID —GROUT
�_ PILASTER SECTION
GHL INC.
ARCHITECTURE - ENGINEERING
228 East Badillo Street Covina, CA 91723
T: 626 938.1595
F: 626 938 0485
www-k4hI0a.4.0an
3j" OUTSIDE FACE
OF BLOCK TO
(t OF VERT
ui
0
x w
a
=
� U
2 to
a
EQ.
3" CLR.
'B' SQUARE MIN TYP.
PER SCHEDULE
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY:A. DATE: 09/21/2018
e��t wafU��
N0! 8sfi81 r
4( EXP. 9-30-20
OF C A4��
DATE SIGNED 9-10-18
S-1.9LQ
#16-077