BWFE2015-02244 78-495 CALLE TAMPICO Ct . 0 D.•
LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number: BWFE2015-0224
Property Address:
54640 AVENIDA CARRANZA
APN:
774275007
Application Description:
RW REAL ESTATE./ 42 LF OF 5'.WALL AND 22LF OF 4' WALL .
Property Zoning:
Application Valuation:
$1,800.00
Applicant:
CORONEL ENTERPRISES INC
42760 MADIO STREET
INDIO, CA 92201
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 Pr essi s Code,
and my License is in full force and effect. \ n
License Class: B License No.: 727199 1 I /
Date: L a.> -t —I 5 . Cont
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.).
(.)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. P.C. fort s rea on,
Date:�I-S 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
Owner: '
RW REAL ESTATE INC
F 0. BOX 447
LA QUINTA, CA 0
Contractor:
CORONEL ENTERPRISES INC
42760 MADIO STREET
INDIO, CA 92201
(760)775-1234
Llc. No.: 727199
Date: 6/24/2015
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 wor r 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: _ Policy Number: _
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 e
workers' compensation provisions of Sect3q 3700 of7r}he Labor�e: I s h a forthv�y t
comply with those provisions. � , II /
Date: b—'32 l— 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 relatin o_building
construction, and hereby authorize representatives of thiF sjty to �nter up n the ov
mentioned property for inspection purposes.
Date: L a 5 Signature (Applicant or Agent)
FINANCIAL .•
1•
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid forBUILDING STANDARDS ADMINISTRATION BSA
$1.00
$0.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.86
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$60.91
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for FENCE OR FREESTANDING WALL-
$108.77
09
$0.00
00
Description: RW REAL ESTATE / 42 LF OF 5' WALL AND 22LF OF 4' WALL
Type: WALL/FENCE Subtype: Status: UNDER REVIEW
Applied: 6/24/2015 SKH
Approved:
Parcel No: 774275007 Site Address: 54640 AVENIDA CARRANZA LA QUINTA,CA 92253
Subdivision: SANTA CARMELITA AT VALE LA QUINTA Block: 307 Lot: 18
Issued:
UNIT 28
NAME ADDRESSI
Lot Scl Ft: 0 Building Scl Ft: 0 Zoning:
Finaled:
Valuation: $1,800.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
INDIO CA
Details: 42LF OF 5' GARDEN WALL [ANGELUS SPECIFICATIONS] AT FRONT YARD AND 22LF OF 4' GARDEN WALL [CITY SPECIFICATIONS] AT SIDE
YARD. PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM
OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES.
Printed: Wednesday, June 24, 2015 1:49:15 PM 1 of 2
RWY57EM5
FINANCIAL•
CONTACTS
•
NAME TYPE
NAME ADDRESSI
CITY STATE'
ZIP "PHONE
FAX EMAIL
APPLICANT
CORONEL ENTERPRISES INC 42760 MADIO STREET
INDIO CA
92201
CONTRACTOR
CORONEL ENTERPRISES INC 42760 MADIO STREET
INDIO CA
92201
$1.00
OWNER
RW REAL ESTATE INC P 0 BOX 447
LA QUINTA CA
0
Printed: Wednesday, June 24, 2015 1:49:15 PM 1 of 2
RWY57EM5
FINANCIAL•
•
•
D
DESCRIPTION ACCOUNT QTY
AMOUNT
PAID
PAID DATE RECEIPT # CHECK # METHOD
PAID BY FBI
Y
BSAS SB1473 FEE 101-0000-20306 0
$1.00
$0.00
Total Paid forBUILDING STANDARDS ADMINISTRATION
$1.00
$0.00
BSA:
Printed: Wednesday, June 24, 2015 1:49:15 PM 1 of 2
RWY57EM5
DESCRIPTION ACCOUNT. QTY AMOUNT PAID PAID DATE RECEIPT# CHECK# METHOD PAID BY CLTD
BY
WALL/FENCE -FIRST
100 LF 101-0000-42404 0 $47.86 $0.00
WALL/FENCE - FIRST 101-0000-42600 0 $60.91 $0.00
100 LF PC
Total Paid forFENCE OR FREESTANDING WALL- $108.77 $0.00
0
Printed: Wednesday, June 24, 2015 1:49:15 PM 2 of 2 Cm -SYSTEMS
INSPECTIONS
SEQID
INSPECTION TYPE
INSPECTOR
SCHEDULED
DATE
COMPLETED
DATE
RESULT
REMARKS
NOTES'
BOND BEAM
BLD
FINAL"•
BLD
FOOTINGS
BLD
0
Printed: Wednesday, June 24, 2015 1:49:15 PM 2 of 2 Cm -SYSTEMS
40-0"
SETBAC SETBAC
AC CONDENSER SET ON 4X4
CONC. PAD TOP OF PAD TO BE gE)OCK WA A8 31da
NO LESS THAN 3" ABOVE GRADE
50.00 rL
y(E) 6-0" HIGH 1% HIGH POINT (1� A�llddv
- --
o Q BLOCK WALL 3 6„ MIN - - .- 1%� •1d34 �b �N9�1I�8 Y
�.y p p
o - TYP.' GRASS 19-2" t4 N6 ®/� Ljo o co
w
1%� � � � JU)/ _ _.. - - -- -- --- -- - -- 1%
CONC. \
I I
IIN'NV
1% II 1%
II - -
� TV J
BOX .'GRGRAELTELEJUNQ JL -220 ELECII
I� 6-0" HIGH
II BLOCK
1% i II 1% WALL
I I • I
° I I(E) 6-0" o
r o
RESIDENCE HIGH
1%I I 1,992 SQ.FT. 1% , � BLOCK
C? I I I I o WALL
GRA�/EL o
o ,• II o
6-0" HIGH
BLOCK WALL
--_-_------ I - ' 6-0" HIGH
(E) 6-0" HIGH I I BLOCK WALL
BLOCK WALL -1
3X3 CONC. j +,
PAD
1% 1%
GRAVEL I PA "I
GARAGE
462 SQ.FT.L-A
t
3-0"X6-0" r— .�--------------- s:
I
M. 1. GATE
6-0" HIGH
t
BLOCK WALL
I mac, J -1A C- l
F150
H---�-------------I
WALL
LON
PROPANE TANK
60" LEG SPr,CING
Y 30" DIAMETER w ANNUAL
'$ Y
o< 7-10" LENGTH - .0 �-�.t� e, FLOWERS
3-3" HEIGHT �0-N`1'�-•fir • I ' I I' 0
04 Lu ol} W
U) W/ HOOD
(E) 5-0"
314 LBS. WEIGHT CONC. DRIVEWAY ••I -- �U) HIGH
3-0" HIGH BLOCK
54��- WALL
BLOCK WALL
DRIVEWAY APPROACFI I R•.,�Spq ��'_ REQUIRES A SEPERATEZ74 1�
-
• PER Nb INSP TION 50.00 ti
(E) 5-0" HIGH FROM CITY OF LA QUINTA
BLOCK WALL PUBLIC WORKS $ 2 10
ill
5-3" DEPARTMENT. -739.9 50"
SETBACKI SET AC
zi• I �
I'� o
EXISTING DATUM (1) 24" BOX ACACIA
CURB AND POINT STENOPHLIA
GUTTER (SHOESTERING ACACIA)
�S (1) 24" BOX CERCIDIUM
(-� \l `� � 0,1, �i� 7 l/T n nn,nii inn ioi i is nni n \iGonr-\
FOOTING ORTjON"A"
H,.
HEIGHT FROM TOP
OF FOOTING
FOOTING OPTION "B"
#4 HORIZONTAL REBAR
(USE BOND BEAM BLOCK)
6" OR 8" BLOCK
#4 HORIZONTAL AT 32" MAX. O.C.
(USE BOND BEAM BLOCK)
SEE TABLE "A"
— FOR REBAR SIZE
AND SPACING
(LOCATE REDAR IN CENTER OF C_ III.)
12" 1p
REVERSE — —
DIRECTION OF W" —SIII
HOOK ON EVERY (FOOTI'N'G WIDTH) I
OTHER REBAR SEE TABLE "A"
SEE TABLE "B"
FOR REBAR SIZE—
AND SPACING
(LOCATE REBAR IN CENTER OF CELL)
FINISH GRADE
H„
HEIGHT FROM TOP
OF FOOTING
(1) - #4 REBAR
CONTINUOUSf- - _ f 10.. 112 r
(2) - #4 REBAR
CONTINUOUS 12
ilii_,_
r— „W"
OOTING WIDTH)(
SEE TABLE "B"
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a.
BOTTOM
OF S' MIN.
FOOTING
NOTES:
1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF
MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS
NQT A RETAINING WALL.
2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING
REGULATIONS BEFORE BEGINNING CONSTRUCTION.
3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE
OBSTRUCTED.
4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL
IS NOTD ESIGNED FOR ALL CELLS TO BE GROUTED.
.............
5) ALL REBAR TO BE ASTM SPEC, A615, GRADE 40 MINIMUM.
6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM.
7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N.
8) REBAR TO BE CENTERED IN MASONRY CELLS.
SEE PAGE 2 FOR ADDITIONAL INFORMATION"
DISCLAIMER:
ALTERNATE DESIGNS MAY BE POSSIBLE
WHEN PROVIDED WITH AN ENGINEERED
ANALYSIS. USE OF THIS STANDARD DESIGN
IS AT THE USER'S RISK AND CARRIES NO
IMPLIED OR INFERRED GUARANTEE AGAINST
FAILURE OR DEFECTS.
TABLE
H"
W„
VERTICAL
REINFORCEMENT
3'
17"
#4 @ 48" O.C.
4'
20"
#4 @ 48" O.C.
5'
23"
#4 @ 48" O.C.
6'
29"
#4 @ 24" O.C.
SEE TABLE "B"
FOR REBAR SIZE—
AND SPACING
(LOCATE REBAR IN CENTER OF CELL)
FINISH GRADE
H„
HEIGHT FROM TOP
OF FOOTING
(1) - #4 REBAR
CONTINUOUSf- - _ f 10.. 112 r
(2) - #4 REBAR
CONTINUOUS 12
ilii_,_
r— „W"
OOTING WIDTH)(
SEE TABLE "B"
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a.
BOTTOM
OF S' MIN.
FOOTING
NOTES:
1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF
MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS
NQT A RETAINING WALL.
2) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING
REGULATIONS BEFORE BEGINNING CONSTRUCTION.
3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE
OBSTRUCTED.
4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL
IS NOTD ESIGNED FOR ALL CELLS TO BE GROUTED.
.............
5) ALL REBAR TO BE ASTM SPEC, A615, GRADE 40 MINIMUM.
6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM.
7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N.
8) REBAR TO BE CENTERED IN MASONRY CELLS.
SEE PAGE 2 FOR ADDITIONAL INFORMATION"
DISCLAIMER:
ALTERNATE DESIGNS MAY BE POSSIBLE
WHEN PROVIDED WITH AN ENGINEERED
ANALYSIS. USE OF THIS STANDARD DESIGN
IS AT THE USER'S RISK AND CARRIES NO
IMPLIED OR INFERRED GUARANTEE AGAINST
FAILURE OR DEFECTS.
C HEGK._W ITH TH E,._BU I LDING. DEPARTM ENT TO
VERIFY„IF,A_BUILDING._ PE RMIT,_IS._REQU.IRED.,
WHEN A PERMIT 1S REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED:
1) EOQTING; EXCAVATION TRENCH CLEAN WITH
STEEL IN PLACE AND SUPPORTED 3” ABOVE AND
AWAY FROM THE SURROUNDING EARTH/DIRT.
2) REBAR/PRE:GROUT; BOND BEAM REBAR AND
VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO
PLACING GROUT.
3) EINAL; AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
a, u+� •c (��i� � � �1u1Nu/
a,
.r, ,
FREESTANDING BLOCK WALL
V OF T
PHONE (760) 777-71,25 78-195 CALLS TAMPICO
LA QUWTA, CALIFORNIA 92253
FAX (760) 777-701.1. 1 10/9/2014 COMMUNf1Y DEVELOP MENP UEYI. NAGE 1 0112
TABLE:" B, `
„H,>
„W„
VERTICAL
REINFORCEMENT
3'
19"
#4 @ 48"
O.C.
4'
22"
#4 @ 48"
O.C.
5'
29"
#4 @ 48"
O.C.
6'
34"
1 #4 @ 24"
O.C.
C HEGK._W ITH TH E,._BU I LDING. DEPARTM ENT TO
VERIFY„IF,A_BUILDING._ PE RMIT,_IS._REQU.IRED.,
WHEN A PERMIT 1S REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED:
1) EOQTING; EXCAVATION TRENCH CLEAN WITH
STEEL IN PLACE AND SUPPORTED 3” ABOVE AND
AWAY FROM THE SURROUNDING EARTH/DIRT.
2) REBAR/PRE:GROUT; BOND BEAM REBAR AND
VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO
PLACING GROUT.
3) EINAL; AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
a, u+� •c (��i� � � �1u1Nu/
a,
.r, ,
FREESTANDING BLOCK WALL
V OF T
PHONE (760) 777-71,25 78-195 CALLS TAMPICO
LA QUWTA, CALIFORNIA 92253
FAX (760) 777-701.1. 1 10/9/2014 COMMUNf1Y DEVELOP MENP UEYI. NAGE 1 0112
FOC
DESIGN PARAMETERS:
ACTIVE SOIL PRESSURE (PSF)
=30
PASSIVE SOIL BEARING (PSF) •
=150
COEFFICIENT OF FRICTION
= 0.25
ALLOWABLE SOIL BEARING (PSF)
=1500
WIND = 80 MPH. EXPOSURE C
SEISMIC:
NA= 1.3. Nv=1 .6. Z=0.4, SOIL PROFILE=SD
BLOCK CO..IHC.
ttnae IT44
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
i. 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 o 1500ps1. 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 = 2500pa1 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 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
I Opsl. a7 ,0 QS j
7. e(RST 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–O.UT DETAILS
SEE DETAIL SHEET S-5.1.
\IIAII\II I&A
nr0TW !n'
n -se' C1 nor
SLOPE rL-
'- MASUNKT PLNU WALL SU MULL
'H' MAX. X BARS REINF.WALL';STEM ..'Y"BARS;
16, LONG CMU 18' LONG GMP TYPE PERS=20.16" LONG_CMU 18' LONG CAN
A 4024"o.c. 027"o.c.
#4048"o.c. #4054"o.c. ,B, 4048"o.c. 4054"o.c.
6 8 #4048"o.c. #4045"0_ A' 4016o c. 018"o,c.
'B' 048"o c. 4054"o.c.
#4048"o.c. #4045"o.c. A, 4016"o.c. #4018"Ox:
8 4048"o.c.
'A' 408"o.c. 409"o.c.
#4040"o.c. #4036"o.c.
B. #4040". ox. .4036"o.c.
ANDERSON DESIGN GROUP
Structural Engineering Building Design
226 East Badlllo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
' "en9lneertnp exeNlenca since f 957"
6' to 8' H
Trench Footing
Risk
60
OPTIONAL WALL CAP
6 ' STD: LADDER TYPE .
t#5 STD:';FQR SLUMPST(
40INT,REINF: AT"TOP C
AT FIRST'COURSE, AND
6" WIDE (NOM,) CMU
GROUT CELLS
w/ REINF.
'X' BARS PER
SCHEDULE 0 =
CTR. OF WALL
'Y' BARS PER
SCHEDULE LAP --
PER 'L'
f.a..
WET–SET FIRST
COURSE
2–#4 CONT.—
Site Wall
1-77`1 r Q7„ 4..JvTT4Z'ij"7TA
ategorW I S; �FETY DEPT.
de-WEPROVED
r04 CONSTRUCTION
DATE 4-L&13y'� 71- �
SETBACK
PER
SCHED.
f
CONT. CONC. FTG.... L 8" ` 5'-0" MIN.
CO TNTN TO DAYLIGHT
'L' STEM
'D' MIN.
3 0"
2-47
7
2'=5."
DATE SIGNED 6-25-14
S--1.2LQ
#6255
8' High Max. Site Wail
C o 100mph
BLOCK CO, INC. Risk Category I
Slnce 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM 6' Wide CMU
END:OF WALL
x' O SxHF 5
pp
1 /ry;`�► p � j n
c Ut
PT. .
7if PP"
) 5!
tn
n
x
RETURN TYP.•
5xHF 5xHF O 5xHF
TYPICAL REINFORCED WALL STEM TYPES PLAN
WALL TYPES: A & g
0
TOTAL WALL LENGTH
1 z
' 5 x HF MIN. 5 x HF MIN.
i
w
x
TYPICAL REINFORCED WALL STEM TYPES ELEVATION *,
WALL TYPES, A &
oa
NT4'�� , NED. 5-21-14
S-2.OLQ
#6255