BWFE2016-018878-495 CALLE TAMPICO 4
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Application Number:
BWFE2016-0188
Property Address:
81105 COLUMBUS
APN:
767670028
Application Description:
JAMES & C. FILLER AND SANDY / BLOCK WALL
or
D
Property Zoning:
Application Valuation:
$48,000.00
Applicant:
Contractor:
M CASTILLO'S CONCRETE
CO
M CASTILLO'S CON;CRETiEtiffEVEI
POBOX5
P0BOX 5
COACHELLA, CA 92236
COACHELLA, CA 92236
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: C-8, C29 License No.: 881611
O�ater�9��. (Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
3 of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for aA
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
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
Lender's Address:
Owner:
EAST OF MADISON
P O BOX 1482
LA QUINTA, CA 0
s�P �� 9 20►6
(760)398-9227
Lic. No.: 881611
Date: 9/2/2016
D PA,=,W
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.
4'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-i2sued. My workers' compensation insurance carrier and policy number are:
Carrier: MIDWEST EMPLOYERS CASUALTY COMPANY Policy Number:
B N U W C0134789
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: /6 Applicant
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.
I
1
Date: 9/2/2016 '
Application Number:
BWFE2016-0188
Owner:
Property Address:
81105 COLUMBUS
EAST OF MADISON
APN:
767670028
P 0 BOX 1482
Application Description:
JAMES & C. FILLER AND SANDY / BLOCK WALL
LA QUINTA, CA 0
Property Zoning:
Application Valuation:
$48,000.00
Applicant:
Contractor:
M CASTILLO'S CONCRETE
CO
M CASTILLO'S CONCRETE CO
P0BOX 5
P0BOX 5
COACHELLA, CA 92236
COACHELLA, CA 92236
(760)398-9227
Llc. No.: 881611
Detail'
1
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT CITY AMOUNT
BSAS SB1473 FEE
101-0000-20306 0 $2.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - EA ADDITIONAL SO LF
101-0000-42404
0
$174.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.86
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$60.91
Total Paid for FENCE OR FREESTANDING WALL: $282.77
Din City of La Quinta
Building &r Safety Division
Permit u 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
hfJ201 Building Permit Application and Tracking Sheet
Project Address: 81-105 Columbus way Owner's Name: James & C. Filler and Sandy inv. Ile
A. P. Number:
Address: 81-105 Columbus way
Legal Description:
City, ST, zip: La Quinta, Ca. 92253
Contractor: M:Castillos concrete Corp. P
Telephone:w:#:
;:::>;<>>:>.::
Address: 45-116 Commerce st. suite 13
Project Description: Construct 6' high x 6" w. block walls
City, ST, zip: Indio, ca 92201
using freestanding block walls from city of la Quintz.
Telephone: (760) 398-9227j��;
� ,a��>>>�<.w
y ��:: i'4: i'•{:i4'i i:•
perimeter wall 6 high: 43511ft .
State Lic..# :.881.611
Arch.,Engr., Designer:
City Lia #c 0102395
Guest house 6' -screen wall: 70 Ift-
ftArch.,
north side house, screen wall 6' high: 98 Ift
Address:
south side screen wall 6' high: 58 Ift
City, ST, zip:
Telephone:
KS S•• .;;; rs ; ,w . > .�.. �• <•.,, ..-,..,: �.,,:;;
.Construction Type: -Mason Occupancy:
_
Project type circle one): New Add'n Alter Repair Demo
Slate Lic.
•f%y?;:faY:i?;:.',ror..t•>oSY•K;'<'::>))2,"':.f�*
#<........... '
Name of Contact Person: MatiaS Castillo
Sq. [
Stories:
# Units:
Telephone # of Contact Person: (760) 398 9227
q�
Estimated Value of Project:
APPLICANT: DO NOT WFlITE 44PW TRIS.WNE
#
Submittal
Req'd
Ree'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cates.
Reviewed, ready for corrections
Plan Check Deposit
"Truss Calcs.
Called Contact Person
Plan Check Balance,
Ti(te 24 Calcs.
Plans picked up
_
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2"" Review, ready for corrections/issue
Electrical
Subeonlaelor Lis(
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.T.
II.O.A. Approval
Plans resubmitted
Grading
1N HOUSE:-
3'' Review, ready for correctionsiissuc
Developer Impact Fee
Planning Approval
Called Contact Person.
A.I.P.P.
Pub. Wks. Appr
.Date of permit issu;
School fees,
Total Permit Fees
FOOTING OPTIO-N."A.".
#4 HORIZONTAL REBAR
(USE BOND BEAM BLOCK)
F.00.TIlNG-QPTllO,N "IB"
6" OR 8" BLOCK
"H"
HEIGHT FROM TOP j #4 HORIZONTAL AT 32" MAX. O.C.
OF FOOTING
(USE BOND BEAM BLOCK)
SEE TABLE "A" SEE TABLE "B"
FOR REBAR SIZE FOR REBAR SIZE
AND SPACING AND SPACING
FINISH GRADE
(1) - #4 REBAR
. . .... all
T ONTINUOUS IIIc .
12 (2) - #4 REBAR
CONTINUOUS. if
...............
.............
REVERSE
DIRECTION OF
HOOK ON EVERY
OTHER REBAR. (_FOOTING WIDTH) i(FOOTING WIDTH)
SEE TABLE "A" SEE TABLE *'B'*
L FOOTINGS ADJACE 0
SL PES T0BEAT LEA 5' TOS
DA LIGHT AS SHO BELOW
K'A Ee
.
VERTICAL I .
Hl" "W' REINFORCEMENT
3' 19" #4 @) 48" O.C.
4' 22': #4 O.C..
5'. 29"
.6' 24" O.C..
'11 H
HEIGHT FROM TOP'
OF FOOTING
112"
NOTES: CHECK E B A L-O.W-L) EPAKM EV"1110
VERIFY,?c
1) THIS DESIGN DOES NOT ALLOW GRADE IFFERENTIALSOF
GRADE V�
MORE THAN 6" ON OPPOSING SIDES 0 HE WALL. THIS is WHEN A PERI TIV9 REQ ED, THE FOLLOWING
NOT A RETAINING WALL. INS CN,(O N E REQUIRED-.
2) FENCE HEIGHTS ARE REGULATED CONSULT ZONING 1) FOOT_I AV ION RENCH CLEAN WITH
0 UC
-suppoRTED 3' BOVJAND
G CONSTRUCTION. 57
REGULATIONS BEFORE BEGINN ST'EE AND
j
3) NO WATER COURSE OR NATU L DRAINAGE SHALL BE AWA FROM URROUNDNG E T.
OBSTRUCTED. R AR /PRE UT.' BOND BEARAND
4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL VE C R ARI PLACE S RIOR TO
IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED. L-A G UT,
5) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM. INA ER GROUT ISP SP RIOR\O ANY
(B ,
6) ALL REBAR LAP SPLICES TO it 24" MINIMUM. IVE CAP PLA Mi
7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N.
8) REBAR TO BE CENTERED IN MASONRY CELLS.
WESTERN RNJEli'SIDE CctjNT-aJMTJMWmrry PFMGRAIP
'SEE PAGE 2 FOR ADDITIONAL INFORMATION-
DISC,LAIMER:
ALTERNATE DESIGNS •MAY BE POSSIBLE
WHEN PROVIDED WITH AN ENGINEERED-
FREESTANDIN-G BLOC
ANALYSIS. USE OF THIS STANDARD DESIGN jw
IS AT THE USER'S RISK AND CARRIES NO
IMPLIED OR INFERRED' GUARANTEE AGAINST' PHONE (760) 777-71.25 -195 CALLE-TANWICIA; 21
FAILURE OR DEFECTS.
FAX (760) 777-7011 COMM CF. 1 0112
H- W"
VERTICAL
I REINFORCEMENT
3",l 17"
1 #4 @ 46" O.C::
4' 20"
#4 Ca) 48" O.C.
5' 23"
#4 Ca 48" O.C.
6' . 29" 1
#4 Ca 24" O.C.]
'11 H
HEIGHT FROM TOP'
OF FOOTING
112"
NOTES: CHECK E B A L-O.W-L) EPAKM EV"1110
VERIFY,?c
1) THIS DESIGN DOES NOT ALLOW GRADE IFFERENTIALSOF
GRADE V�
MORE THAN 6" ON OPPOSING SIDES 0 HE WALL. THIS is WHEN A PERI TIV9 REQ ED, THE FOLLOWING
NOT A RETAINING WALL. INS CN,(O N E REQUIRED-.
2) FENCE HEIGHTS ARE REGULATED CONSULT ZONING 1) FOOT_I AV ION RENCH CLEAN WITH
0 UC
-suppoRTED 3' BOVJAND
G CONSTRUCTION. 57
REGULATIONS BEFORE BEGINN ST'EE AND
j
3) NO WATER COURSE OR NATU L DRAINAGE SHALL BE AWA FROM URROUNDNG E T.
OBSTRUCTED. R AR /PRE UT.' BOND BEARAND
4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL VE C R ARI PLACE S RIOR TO
IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED. L-A G UT,
5) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM. INA ER GROUT ISP SP RIOR\O ANY
(B ,
6) ALL REBAR LAP SPLICES TO it 24" MINIMUM. IVE CAP PLA Mi
7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N.
8) REBAR TO BE CENTERED IN MASONRY CELLS.
WESTERN RNJEli'SIDE CctjNT-aJMTJMWmrry PFMGRAIP
'SEE PAGE 2 FOR ADDITIONAL INFORMATION-
DISC,LAIMER:
ALTERNATE DESIGNS •MAY BE POSSIBLE
WHEN PROVIDED WITH AN ENGINEERED-
FREESTANDIN-G BLOC
ANALYSIS. USE OF THIS STANDARD DESIGN jw
IS AT THE USER'S RISK AND CARRIES NO
IMPLIED OR INFERRED' GUARANTEE AGAINST' PHONE (760) 777-71.25 -195 CALLE-TANWICIA; 21
FAILURE OR DEFECTS.
FAX (760) 777-7011 COMM CF. 1 0112
mm
REBAR PLACEMENT
ILLUSTRATION
FOOTING OPTI(2V
a �
,JMESIGNL,PARAMETERS:
%L(cIVE,S0rL PRESSURE (PSF) = 30'
PA SIV, -•SOIL BEARING 1 50t
COC CICPff �)F FRICTION = 0.25,:,- `
ALLOWAB iSOIL� BEARING (PSF) =1 500
WIND ='80 PH.OEXPOSURE C
SEISMIC:
4�
NA= 1'3. N -1 .6. 0.4, SOI« PIJOFILE=SD
r,
(TYPICAL)
ONLY CELLS AND BOND BEAM
COURSES WITH REBAR TO BE
GROUTED
(DO tJOT SOLID GROUT ENTIRE WALL: USE
GROUT STOP MESH AS APPROPRIATE)
I (TYPICAL)
4. ALL REBAR SHALL HAVE A
MINIMUM OF 3" CONCRETE
. / COVER AT FOOTINGS
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
r
''.� FREESTANDING BLOCK WALL
PHONE, (760) 777-7125 78-495 CAI LE 1AMPICO
LA UUINTA CAL IFORNIA 92253
FAX (760)777-701 1 )v/�/2o 14 co�nTula fY DF VI.I.O ASt:IJT DF:19'. PACS: 2 OF, 2
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JAMES & CAROL FILLER AND SANDY INVESTMENTS LLC.
'- r • �? i y Y _ W 10 • mad". CND
RR e � � � " ? p1.105 feaunlwa War la OrriMa. CA 92253
i
-'0 00
THE CITY OF LAQUINTA,CA - UPDATED ENGINEERS STAMP - EXPIRES 3-31-18 (100 mph C)
6' to 8' High Site Wall.
e Spread Footing - C c 100mph (int)
:Risk Category I
j
VLO
CIC ,4,t"
fL+a HN
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6" Wide CMU
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2013 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 15QOps!• SPECIAL INSPECTION
NOT REQUIRED PER C8C SECTION 1704.2, EXCIJ?TTON 2, 'U' OCCUPAOJ
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 COLO–DRAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi 0 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
'2 OOOpsi..
FIRST COURSE MAY BE WET–SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
8. CONCRETE BLDCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
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
OPTIONAL WALL CAP
6. -STD. LADDER TYPE._
1#S,OINTS5TD FOR'SLilMPSTONE)-
JREINF; 'AT TOP :COU„ SEr
AT FIRST COURSE, AND 24' oc:
6" WIDE (NOM;) CMU
GROUT CELLS
w/ REINF.
'X' BARS PER
SCHEDULE 0
CTR. OF WALL
'Y BARS PER
SCHEDULE LAP
PER 'L'
EQ.
F.G.
WET–SET FIRST
COURSE
2–#14 CONT;:
CONT. CONC.
ALT. BENDS -
'H' MAX. •'X OARS RHINF,WALL STEN . BARS 'L' STEM B' MIN,
16- LONG CMU i LONG CMU TYPE PER S—ZO 16" LONG CMU 18- LONG CAN
6'-0 #4048"o.c. #4054"o.c.
A 4®24"o.c. . 027 o.c.
4048"o.c...: 4"o.c.
7'-4" #4048"o.c. I #4045"o.c. I BA , 0.cc. 0oo..cc..
8.'-0" + '#14040"o.c. #4036"o.c. 'A 406 o c. 09 o.c. 3.-.4" 3'-6"
.ANDERSON DESIGN GROUP
Structural Engineering • Building Design
228 East aa01110 Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
"_gin••. 9 "xcalle"c• .Ince f 997-
14� t.i6li.4,lwy lf.•e,.f.
CITY OF LA QUI NTP
BUILol;NIG & SAFETY MEW.
OVED
14,
w
I
i,
D
EQ. Z 8
ch
E5
j
'FV "
3" CLR.
TYP..
'B' MIN.
PER SCHEDULE
DATE SIGNED 3-10-16 1
i
S -L OLQ
#6255
H
Ai*
WCo,, iw
Slnoe 188
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
END.OF WALL
`8' High Max. Site VIW"
C a 100mph
Risk Category I
6' Wide CMU
TYPICAL REINFORCED WALL STEM TYPES PLAN
WALL TYPES. &
TYPICAL. REINFORCED WALL STEM TYPES ELEVATION Z'... .
WALL TYPES& O`: [/9�
T C1 6�Y OF LA QUINTA
OF
Pl.,& SAFETY DEPT.
DATE SIGNED 3-10-16
ANDERSON pESIG . GR7,1A^ aO VSE ��`
Structural Engineering ,[3uliding Des g. C NSTRUCT10N S--2 OLQ
228 East Badilio Street Covina CA • 91723-2115
114 1 9I: (626) 938-1595 FP4'i "A2 e3w.a.�r�s.: #6255
..W , . .. �...�.-..47('.. ..
... 2.G
BLOCK M IMC.
• sn,� It4s
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2013 CBC .
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pef
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE .= 30pcf.
6. MASONRY',COMPRESSIVE STRENGTH, I'M = 15000st. SPECIAL INSPECTION
NOT+REQUIRED PER CBC .SECTION 1704.2, EXCEPTION 2, 'U'.000UPANCY;
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 0 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
,2000ps1
„'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'-0"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
6' to 8' High Site Wall
Spread Footing a Property Line
C .o 100mph - (ult.)
Risk Category I
6' Wide CMU
OPTIONAL WALL CAP
0 STD. LADDER TYPI
jy5 STD FOR3SLUMP:
JOINT.REINF AT TOP-
COURSE, At FIRST
COURSE, AND 24"o.c.
6" NIDE (NOM,) CMU
GROUT CELLS —
w/ REINF.
'X' BARS PER
SCHEDULE 0
CTR. OF WALL
'Y' BARS PER
SCHEDULE LAP
PER 'L'
F.G:
WET—SET FIRST
COURSE
2—y4 CONT.
CONT, CONC. FTG.
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badlllo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
- 'enpineenrp exceaence since 195"
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H' MAX.
X 'BARS REINF.WALL STEN BARS
1' STEM
B' MIN.
t6" LONG CMU.
18" LONG CMU
TYPE PER S-2.0 18"
LONG CMU
18" LONG Cmu
D
6'-0"
X4048"o.e.
jj4054"o.e.
A
4®24"o.e...
4®27 o.c.
B''
4048"o.c.
054"o.c.
2';0"
6'-8"
{J4048"o.c.
X4045"o.c.
- ,A'
4®16"o.c.
4018"o.c.
2'-0"
3'-11'
8'
4048"o.c.
4054"o.c.
2'-0"
2'-6"
7'=4"
#4048-O.C.�f4045"o.c.
A '
4016 o.c.:
4018 o.c.
B'
4048"o.c.
4045 o.c.
8'-0"
#4040"o.c.
#4036-....1-e!
N 408"o.c.
occ:
3'-4
4'-8"
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badlllo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
- 'enpineenrp exceaence since 195"
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ANGELUSBLOCK MASONRY FENCE WALL SYSTEM G" Wide CMU
END OF WALL
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TOTAL WALL LENGTH
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TYPICAL REINFORCED WALL STEM TYPES ELEVATION
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WALL TYPES*( % 1
ANDERSON DESIGN 'G]
Structural Engineering • Building
228 East 8adillo Street • Covina • CA .'0
(626) 938-1595 • Facsimile (626)
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5 x HF MIN.
DATE SIGNED 3-10-16
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BUILDING & SAFETY DEPT.
ANR (/ V V/E D
-- - FOR CONSTRUCTION
DATE ! lJl�l �(0 ..BY