BWFE2018-0026r ,
78-495 CALLE TAMPICO
LA QUINTA;"CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/SPECIAL/ENGINEERED DESIGN
Application Number: BWFE2018-0026
Property Address: 80310 VIA CAPRI
AM: 777100075
Application Description: JONES DEVELOPMENT / BLOCK WALLS AND 2 PILASTERS
Property Zoning:
Application Valuation:
Applicant:
RUBEN CHAVEZ
85852 COURT
COACHELLA, CA 92236
6--GTYOF LAQUINTA
COMMUNITY DEVELOPMENTD� DEPARTMENT
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, and
my License is in full force and effect.
License Class}: C29, CC54 License No.: 8 6966
Date ' 1 ZJ Contractor:
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).:
(_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.).
(_J 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
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: 2/1/2018
Owner:
DORWARD, DAVID & JANICE
10328 81ST AVE 300
EDMONDON ALBERTA, T6E.1-X
Contractor:
A S T STONE CORPORATION
1279 W MAIN STR. STE. 205
EL CAJON, CA 92020
(619)401-8871
Llc. No.: 816966
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
ofork for which this permit is issued.
.yhave 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: CYPRESS INSURANCE COMPANY Policy Number: ASWC919630
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. , n ,
Date-] Z' i '� Ap�plica
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, ANQATTORNEY'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. , /
D:.
S,ig nate e (Applicant or Agent)
Date: 2/1/2018
Application Number:. BWFE2018-0026•
Owner:
PropLe ty'Addrew.'':% ;^''v X0310 VIA'CAPRI
DORWARD, DAVID & JANICE
APN: 777100075
10328 81ST AVE 300
Application Description: JONES DEVELOPMENT /BLOCK WALLS AND 2 PILASTERS
EDMONDON ALBERTA, T6E 1-X
Property Zoning:
Application Valuation: T
Applicant:
Contractor:
RUBEN CHAVEZ
A S T STONE CORPORATION
85852 COURT
1279 W MAIN STR. STE. 205
COACHELLA, CA 92236
EL CAJON, CA 92020
(619)401-8871
------------------------ ------- -------------------------------------------------------------
Llc. No.: 816966
Detail'54LF OF 6' GARDEN WALL 20LF OF 5' GARDEN WALL AND 2 PILASTERS [ANGELUS S-1.0 AND 1.9-LQ 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 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:
$117.03
DESCRIPTION
ACCOUNT
QTY
AMOUNT
Credit Card Fee
101-0000-43505
.0
$2.3.8
Total Paid for Credit Card Fee:
$2.38
DESCRIPTION
ACCOUNT
QTY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE:
$11).00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-436110
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
..
—
Contractor Name:.4-�. New SFD Construction:
Address: S ()U
Conditioned Space SF
City, St, Zip _
Garage SF
Telephone: �'�
PLAN LOCATION:
Project Address: G
1.
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
f— w 4
`
APN M
,mail:
y/'
tate Lic: City Bus Lic:
Applicant Name: U L C
—
r
Addre, _ .. _.. _U� -
City, ST, Zip. G94-cl,
Telephone: 3,q3 SS C2 2
Email:
Valuation of Project $ _7.
=_
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Contractor Name:.4-�. New SFD Construction:
Address: S ()U
Conditioned Space SF
City, St, Zip _
Garage SF
Telephone: �'�
Patio/Porch SF
Email:
Fire Sprinklers SF
State Lie: '-City Bus Lic: �005,)
,mail:
arch/Eng Name:
Construction Type: Occupancy:
kddress:
Grading:
:ity, St, Zip
Total Building SF
'elephone:.
Bedrooms:
Stories:
# Units:
,mail:
tate Lic: City Bus Lic:
•roperty Owner's Name:
New Commercial / Tenant Improvements:
ddress:
Total Building SF
ity, ST, Zip
Construction Type: Occupancy:
elephone:
mail:
/64y5 t-ALLt: IAMF'IW
LA QUINTA, CA 92253
760-777-7000
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Additional Notes
1. Prior to final approval of the building, the licensed
contractor architect or en inee • sibie
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Additional Notes
1. Prior to final approval of the building, the licensed
contractor architect or en inee • sibie
r
NORTH
g r In reapers
\ charge of the overall construction must complete
and sign the GREEN BUILDING STANDARD
CERTIFICATION FORM, and given to the
building department official to be filled with the
approved plans.
2. All Existing Site Walls were constructed by
adjacent neighbors and are 6-0" above their
respective pad heights tops of these were not
surveyed documented.
3. Mechanical and or Pool Equipment shall not
be located with in required five-foot side yard
setback. Li 9.60.70.8.2
Tabulation Area:
Based on Square Feet and Percentage
Site Mea:
16,212.00 Square Feet 100.00 %
Bunding Mea: Garage • Mem. Area: Teat Mae:
4,783.0 Sq. Ft. 1,407.0 Sq. FL 6,170.0 Sq. FL 33.87 %
Driveways and Porting Areas:
1047.0 Sq. Ft. 5.74 %
Open Spam Nes (landscaping 8 Recreation)
10,995.0 Sq. FL 60.30 %
Code Requirements:
This Project Comply with:
2013 California Building Code
2013 Contends EleMml Code
2013 California Mechanical Code
2013 CaOfomia Ptumbtrhg Code
2013 California Energy Code
2013 Energy Standards
2013 California Fm Code
2013 California Residential Code
2013 California Green Building Standards Code
Ali other State and Local Codes that em appikabler
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g r In reapers
\ charge of the overall construction must complete
and sign the GREEN BUILDING STANDARD
CERTIFICATION FORM, and given to the
building department official to be filled with the
approved plans.
2. All Existing Site Walls were constructed by
adjacent neighbors and are 6-0" above their
respective pad heights tops of these were not
surveyed documented.
3. Mechanical and or Pool Equipment shall not
be located with in required five-foot side yard
setback. Li 9.60.70.8.2
Tabulation Area:
Based on Square Feet and Percentage
Site Mea:
16,212.00 Square Feet 100.00 %
Bunding Mea: Garage • Mem. Area: Teat Mae:
4,783.0 Sq. Ft. 1,407.0 Sq. FL 6,170.0 Sq. FL 33.87 %
Driveways and Porting Areas:
1047.0 Sq. Ft. 5.74 %
Open Spam Nes (landscaping 8 Recreation)
10,995.0 Sq. FL 60.30 %
Code Requirements:
This Project Comply with:
2013 California Building Code
2013 Contends EleMml Code
2013 California Mechanical Code
2013 CaOfomia Ptumbtrhg Code
2013 California Energy Code
2013 Energy Standards
2013 California Fm Code
2013 California Residential Code
2013 California Green Building Standards Code
Ali other State and Local Codes that em appikabler
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Site Plan ;,00k Z O.W'
e>. us`h a ''iTT•r.'A •� It•'1�•rrr
Name Address of Aplicent / Owner. +�•}` $:•:• ' ,x/{±33:-- ; 4
JONES DEVELOPMENT, INC.'�,N; {
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By: DESIGN MIND STUDIO r}'#•,'rr,+h1�xrk'hi�v,'fr �{•:
General Contractor. •'•::: r•:::::: }.
JONES DEVELOPMENT, INC.
78-060 Calle Estado, Suite # 9 Revision SdheaWe
La Ouinta, CA 92253
Telephone: 1-(760) 285.8712 or Fax: 1-(760) 564-0369 No] DmdlPlwn I Data
A. P. N. Number = 777-100-075-4
Job Address:
80.310 VIA CAPRI
AT THE HIDEAWAY COUNTRY CLUB OO Now awes. mmmhe
LA OUINTA, CA 92253
Lege Desalpdo :
Lot No. 58 And 59 Of Amended Tract 29894-2. As Shown On Map Book 327,
Pages 66-88 on the Record CO Rhanside County, Riverside. California.
Tele Ed&t: S61pte Felly Residence
LMng Ares Candribeed Area: 5,747.0 Sq. FIL
4Car Garage Area: 1238.0 Sq. FL
MedmNml Area: 169.0 Sq. FL
Covered Pati Ams: 543.0 Sq. FL
Total Bulli Nee: 7,697.0 Sq. FL M
Lot Mea: 18,212.0 Sq. FL 0.56 A— = V)
zoning Gassiftawn: w-2 Residential Low Densly O ��N
Sewage. On Cly Sewer �B
Utility Notes: m m Loa)
1. Vetfy Connection points for Power. Telephone and CATV System N 00 Q
Prim to Ca,amxtlon.
2. Comply with all W 11y company naW amens. protide all rettie0 //o�\\
canals, pWl bores and rehers. �Q W
3. Conaectar shah —Ify swell depth and location of e0 erdsW g L V Y 1 -)
uh011es prior to mmbuction. call uMergmund service eleL (Ta O
Free 1 -(SW) 642.2444 ) Prim to berrathg, Brading. e—aft.
CU
A911ng, pipe pus". Planting trees, digging fence pmt holes, enc. ' + � )
Will a
they Will udcnnetion or Wrote end mark and undagreumN V
wCi O.
General Disclaimer. .0
rroJ
11 arty Ee, Dlsoeteandea or Omissions "Prior In the wi
e drangs,
(Cosb,atlm Plena), Specifications or other centrad dca nems: The 0
Owner or Cenend Contractor shall notiy the Designer. In wilting, of mdh m
ens or emission. to the event thin the Omer or General Comrade rens /'1
to give with notice. Before Conrsoucdan and/or readsetlon of Ore 7 L!.
w_wa, the Owner or General Contractor will be hold responsible to the QVJ M J
result of any emrere, discrepancies or omissions end Bre cost of rectifying �V
mem. .00 U
Unauthorized Changes & Uses: QJ w 16V A
The designer preparing these plans will not be m >
responsible for, or liable for, unauthorized changes to U n[
uses of these plans. All changes to the plans must be in Q O O
writing and must be approved by the preparer of these (p
plans. O r
Woo M .�
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PROJECTIONS INCLUDING EAVES
PROJECTIONS INCLUDING EAVES, SHALL BE ONE-HOUR FIRE
RE ISTM ODNSTRUC IO, HEAVY TIMBER OR OF -
NOWCOMBUSTIBLE MATERIAL IF THEY PROJECT INTO 3'-0"
SETBAO( AREA FROM THE PROPERTY LINE. sus rmR
OUTDOOR LIGHTNING: Site Plan
ALL LUMINAIRES MOUNTED TO THE BUILDING OR TO 8 General Notes
OTHER BUILDINGS ON THE SAME LOT SHALL BE
CONTROLLED BY A PHOTHOCONTROUNIOTION SENSOR
COMBINATION. P,*.
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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. NOT USED.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 28 DAIS, 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 MALL 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,
'WD SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
loop si.
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.
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 CEII ARE READY FOR GROUT.
L OPTIONAL ADHERED VENEER (MAX WEIGHT=100sf) MAY BE APPLIED
TO EACH FACE' OF PILASTER. INSTALLATION BY OTHERS.
MECHANICALLY–ANCHORED VENEER IS NOT PERMITTED.
3. DO NOT PLACE FOOTING WITHIN 5'-0' OF A SLOPE
16816 OR 16616 'CMU.
MASONRY PILASTER SCHEDULE PILASTER, SOLID GROUT
.OADING
I. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
?. SEISMIC LOADING EXCEEDS ALL
WIND LOADING FOR EXPOSURE C.
130mph AND LESS.
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: jR.E -ENGINEERING
Sadillo Street I Covina. CA 91723
38.1595
38.0485
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to ' 8'-8" High Pilaster.
Spread Footing.
'Seismic, 5% ®*1 second
16" or ZV • CMU Pilaster
OPTIONAL WALL CAP
CMU PILASTER, SOLID GROUT
(16' SHOWN)
3j" OUTSIDE FACE
OF BLOCK TO
t OF VERT
2–#4 VERT.'BARS
DWLS. TO MATCH
VERT. REINF. LAP—�
24" MIN.
F.G.
WET–SET FIRST _
COURSE
'N:–#4u'B'-6"
LONG EA..WAY
CONC. FTG.
34 -.OUTSIDE FACE
'H'
'W MAX.
'B'
'N'
OR SOLID–GROUT
16"
2'-9"
4
6'-8"
24"
3'-4"
5
7'-4"
16"
3'-0"
4
24" 3'-6"
5
8'-8"
16"
3'-3"
5
24" 4'-0"
6
.OADING
I. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
?. SEISMIC LOADING EXCEEDS ALL
WIND LOADING FOR EXPOSURE C.
130mph AND LESS.
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2–#4 .
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INC.
: jR.E -ENGINEERING
Sadillo Street I Covina. CA 91723
38.1595
38.0485
..g4oe.com
to ' 8'-8" High Pilaster.
Spread Footing.
'Seismic, 5% ®*1 second
16" or ZV • CMU Pilaster
OPTIONAL WALL CAP
CMU PILASTER, SOLID GROUT
(16' SHOWN)
3j" OUTSIDE FACE
OF BLOCK TO
t OF VERT
2–#4 VERT.'BARS
DWLS. TO MATCH
VERT. REINF. LAP—�
24" MIN.
F.G.
WET–SET FIRST _
COURSE
'N:–#4u'B'-6"
LONG EA..WAY
CONC. FTG.
34 -.OUTSIDE FACE
CITY OF {s QUINi A
-- OF BLOCK TO
BUILDING SAFM DEP T.
4 OF VERT
{&�
OVER
APPROVED
OR SOLID–GROUT
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3" CLR.
'B' SQUARE MIN. TYP.
PER SCHEDULE
8" WIDE (NOM.)
CITY OF {s QUINi A
CMU PILASTER,
SOLID GROUT ALL CELLS
BUILDING SAFM DEP T.
CENTER VOID OPEN
{&�
OVER
APPROVED
OR SOLID–GROUT
Y
FOR CONSTRUCTION
'W=24" SQ.
A PILASTER SECTION
DATE 61117/1
L
Q Y rn 1
N0. 85681
is EXP. 9-30-18
3X2" C/.V ��• ��'��
OF CA��F�
DATE SIGNED 412-17
S-1.9LQ .
#16-077
B*:��Imc_
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 1$ GREATER. CENTER VERTICAL BAR$ 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.
3. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
SND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
1OOpsi.
7. FIRST COURSE MAY BE WET–SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
3. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
3. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
4O•–D"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
). 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.
L FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK–OUT DETAILS
SEE DETAIL SHEET 5-5.1.
S. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY FENCE WALL SCHEDULE
V MAX.'X'
BARS
16" LONG CMU 18" LONG CMU
'8' MIN.
6'-0"
4®48"o.c. 4®54"o.c.
1'-11"
6'-8"
040"o.c. 045"o.c.
_2'.–l".
7'-4"
1 #4032"o.c. 4036"o.c.
2'-3"
8'-0"
1 #4@24"o.c. 1 #4027"o.c.
J
GHL INC.
Ar:;:'s 1''c•".i:'' • ENGINEERING
228 OR Badillo Street i Covina, CA 91723
T: 626.938.1595
F: 626.938.0485
www.ghI-oe.corn
6' to 8' High Site all
Concentric Spread Footing
C ® 110mph suit)
Risk Category I
6° Wide CMU
OPTIONAL WALL CAP
STD. LADDER TYPE
#5 STD FOR SLUMPSTONE)_
JOINT REINF. AT TOP COURSE,
AT FIRST COURSE, AND 24"o.c.
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
CITY OF LA QUINTA .
BUILDING & SAFETY DEPT
APPROVED
FOR CONSTRUCTION
DATE
ill I rl .
-AIPP". 1 ? c01,
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W
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a
3" CUR.
TYP.
;1'
NO. 85681.
♦I EXP. 9-30-1
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