BWFE2015-023378-495 CALLE TAMPICO Twit D -` Qumr(v
LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number:
BWFE2015-0233
Owner:
Property Address:
80559 VIA PESSARO
STEVEN ELLIOTT
APN:
777160039
221 CALDWELL AVE
Application Description:
HIDEAWAY / ELLIOTT / 230LF OF 6' BLOCK WALL (5) SECTIONS
LOS GATOS, CA 0
Property Zoning:
Application Valuation:
$16,000.00
Applicant:
MICHAEL JEHA CONSTRUCTION
41479 RESORTER BLVD UIT 27-12
PALM DESERT, CA 92211
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 : B icense No.: 410408
Date: -.2' contractor: U,
OWNER -BUILDER DECLARATIO
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).:
( ) 1, 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.).
(_) 1, 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
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Contractor:
MICHAEL JEHA CONSTRU
41479 RESORTER BLVD U
PALM DESERT, CA 91211
(925)250-4038
Llc. No.: 410408
Date: 6/30/2015
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have a 11 maintain a certificate cf consent to self -insure for workers'
tio s provided for by Section 3700 a the Labor Code, for the performance
cc)rr�pensa
e or r which this permit is issued.
I h ve and will maintain workers' compensation insurance, as required by
Sect n 700 the Labor Code, for the performance of the work for which this permit
is issueM orkers' compensation insurance carrier and policy number are:
Carrier: _ Policy Number: _
_ I certify that in the performance of th � 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 C e-rSR8lTforth+ei'th
comply witp those pr visions.
Date Applicaht:
WARNING: FAILURE TO SECURE WORKERS' COM?ENSA VERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINA, PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,0001 IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IV SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOW! EDGEMENT
IMPORTANT: Application is hereby made to the 3uilding 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 stare that the above information is correct.
I agree to comply with all city and county ordin antes and state laws relating to building
construction, and hereby authorize representat.vesi?to enter upon the above:
mentioned perty fl inspectio rposes.
Date: ature (Applicant or Agent►:
DESCRIPTION
FINANCIAL .•
ACCOUNT
1•
QTY
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 - EA ADDITIONAL 50 LF
101-0000-42404
0
$58.00
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
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
QTY
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 forFENCE OR FREESTANDING WALL-
TOTALS:00
$166.77
$0.00
Description: HIDEAWAY/ ELLIOTT / 230LF OF 6' BLOCK WALL (5) SECTIONS
Type: WALL/FENCE Subtype: Status: UNDER REVIEW
Applied: 6/30/2015 SKH
Approved:
Parcel No: 777160039 Site Address: 80559 VIA PESSARO LA QUINTA,CA 92253
Subdivision: TR 29894-2 Block: Lot: 305
Issued:
Lot Scl Ft: 0 Building Scl Ft: 0 Zoning:
Finaled:
Valuation: $16,000.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories' 0 No. Unites: 0
Details: 230LF OF 6' GARDEN WALL AT (4) LOCATIONS UTILITY ENCLSURES AND (13) PILASTERS [ANGELUS SPECIFICATIONS] PRECISION
CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY.
2013 CALIFORNIA BUILDING CODES.
ADDITIONAL SITES
CHRONOLOGY
FINANCIAL INFORMATION
Printed: Tuesday, June 30, 2015 1:36:43 PM 1 of 2 NAAF
CRUff SYSTEMS
ON
SEQID ;'INSP,ECTIOMTYPE'.-` INSPECTOR SCHEDULED COMPLETED RESULT .REMARKS . NOTES
DATE DATE
BOND BEAM BLD
FINAL" BLD
FOOTINGS I BLD
PARENT PROJECTS
REVIEWS
REVIEW TYPE . ' REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS
DATE NOTES
BOND
INFORMATION
CLTD
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID .
PAID DATE
RECEIPT#
CHECK#
METHOD
PAID BY
BY
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
Total Paid forBUILDING STANDARDS ADMINISTRATION
$1.00 $0.00
BSA:
WALL/FENCE - EA
101-0000-42404
0
$58.00
$0.00
ADDITIONAL 50 LF
WALL/FENCE - FIRST
101-0000-42404
0
$47.86
$0.00
100 LF
WALL/FENCE - FIRST
101-0000-42600
0
I
$60.91$0.00
T
100 LF PC
I
Total Paid forFENCE OR FREESTANDING WALL* $166.77 $0.00
TOTALS:00
SEQID ;'INSP,ECTIOMTYPE'.-` INSPECTOR SCHEDULED COMPLETED RESULT .REMARKS . NOTES
DATE DATE
BOND BEAM BLD
FINAL" BLD
FOOTINGS I BLD
PARENT PROJECTS
REVIEWS
REVIEW TYPE . ' REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS
DATE NOTES
Printed: Tuesday, June 30, 2015 1:36:43 PM 2 of 2 CRWYSTEMS
BOND
INFORMATION
ATTACI
IMCNTS
Printed: Tuesday, June 30, 2015 1:36:43 PM 2 of 2 CRWYSTEMS
Bin #
City of La Quinta
Building &r Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit # &W10,
/
Project Address: Ub P
Owner's Name:
A. P. Number: 7
Address: 6A,),,
Legal Description:
City, ST, Zip:
Contractor:fP
Tele hone:
Address: y'
Project Description: l
i, t
1
City, ST, Zip: 3
Telephone: —
i 2
State Lic. # : U D
City Lic. #;
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone: hone:
Con tr
s uction Type: Occupancy:
Y P .anc Y:
a i
State Lic. #:
Project hPa (circle one):.: New Add'n Alter Repairair Demo
Name of Contact Person:
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person:
P
Estimated Value of Project: �. (�(�u
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
P RMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Cates.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2". Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
3" Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
'
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aoq
on
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m `5
T Z
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Z
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7
4
DSITE REFS
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9'
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED _
FOR CONSTRUCTION
DATEO �� -4BY �v
9
r
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
6' to 8' High Site Wall
Trench Footing -CPT? ,90�pFE{PTA
B*vmc
Risk l ategOM'v J. St'FETY DEPT.
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
6 ide POM -PROVED
WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR
FOR CONSTRUCTION
DESIGN CRITERIA:
/
1. DESIGN CRITERIA PER 2013 CBC
2. ALLOWABLE SOIL BEARING PRESSURE - 1500psf
OPTIONAL WALL CAP DATE
3. ALLOWABLE SOIL PASSIVE PRESSURE - 150pcf
=
4. COEFFICIENT OF FRICTION 0.25, COHESION Opsf
'X' BARS PER
5. CANTILEVER ACTIVE = 30pcf
vvi
6. MASONRY COMPRESSIVE STRENGTH, f*m - 150OPe1. SPECIAL INSPECTION
SCHEDULE 0
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
CTR. OF WAIL
PROJECT SPECIFIC SITE.
6 STD. LADDER TYPE.
NOTES:p5
STD FOR $LUMPSTONE),
JOINT REINF. AT TOP COURSE,
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
AT FIRST COURSE, AND 24"o.c. -
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
3'-0"
2'-4"
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD -DRAWN STEEL
WARE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
6" WIDE (NOM.) CMU
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
GROUT CELLS
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500pel 0 28 DAYS, UNLESS
w/ REINF.
OTHERWISE REQUIRED BY SOILS REPORT.
Tti
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
MASONRY FENCE WALL SCHEDULE
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
H' MAX.
X BARS REINF.WALL STEM Y BARS
18' LONG CMU 18" LONG CMU TYPE PER S-2.0 16' LONG CMU 18' LONG CMU
WITHOUT MORTARLESS HEAD JOINTS (TONGUE -AND -GROOVE), OR
D' MIN.
6'-0"
o
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
;A;
B'
loa
=
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
'X' BARS PER
=
vvi
MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPORTIONS AND
SCHEDULE 0
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
CTR. OF WAIL
lo
W
CL
MANUFACTURED BY E -Z MIX INC., CONFORMING TO PROPERTY
A'
B'
SETBACK
4018"o.c.
4054"o.c.
REQUIREMENTS OF ASTM C270.
3'-0"
2'-4"
PER
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
SCHEO.
#4048"o.c.
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
'A'
B
4016'o.c.
4048"o.c.
4018"o.c:
045"o.c.
'OOpsl. x 0,00
3'-2n
2'-5
QS 1
Y BARS PER
7. , iRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE
SCHEDULE LAP
10
/4040"o.c.
IS PLASTIC.
PER 'L'
408"o.c.
4040"o.c.
409"o.c.
4036'o.c. 1
3'-4"3'-5"
2'-O"
2'-7-
'-7'
Z w
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
F.C.
00
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
w
o.
40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
WET -SET FIRST
MORTAR WASHED
COURSE
2.
10. GROUT ALL CELLS WITH REINFORCEMENT.1
D
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
2-{#4 CONT.
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK-OUT DETAILS
w
SEE DETAIL SHEET S-5.1.
CL
MINIMUM DEPTH '0 0 SLOPE
M
SLOPESETBACK
01- 0' 1 -0
2 :1 2'-6" 2'-0 CONT. CONC. FTG. 8" ! 5'-0" MIN.'[
3 :1 2'-O"
CONT. TO DAYLIGHT
940'W
MASONRY FENCE WALL SCHEDULE
H' MAX.
X BARS REINF.WALL STEM Y BARS
18' LONG CMU 18" LONG CMU TYPE PER S-2.0 16' LONG CMU 18' LONG CMU
L' STEM
D' MIN.
6'-0"
x/4048"o.c.
(14054"o.c.
;A;
B'
4024ox.
4048"o.c.
4027"o.c.
4054"o.c.
V-0
2'-0"
2 -10
6'-8"
#4048"o.c.
b4045"o.c.
A'
B'
4016"o. c.
4048"c.c.
4018"o.c.
4054"o.c.
2'-0"
2'-0"
3'-0"
2'-4"
7'-4"
#4048"o.c.
X4045"o.c.
'A'
B
4016'o.c.
4048"o.c.
4018"o.c:
045"o.c.
3'-0"
2'-0
3'-2n
2'-5
/4040"o.c.
#4036"o.c.
A'
'B'
408"o.c.
4040"o.c.
409"o.c.
4036'o.c. 1
3'-4"3'-5"
2'-O"
2'-7-
'-7'
9 0'W ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badilld Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
en91—&np exC 11-6. .Ince 2957"
OF
DATE SIGNED 6-25-14
S-1.2LQ
#6255
8' High Max. Site Wall
C o 100 mph
0*5L,Risk Category I
ince Im
ANGELUS BLOCK MASONRY FENC WALL SYSTEM 6' Wide CMIJ
END OF WALL
x O 5 x HF 5
[ �- •� ..f �i ti
B
0.. •
t
A r '.-,i,h'.
0
x
LLLor.g�
x
RVURN TYP..
5 x HF 5 x HFA � ) 5.x HF
TYPICAL REINFORCED WALL STEM TYPES PLAN
WALL TYPES &
TOTAL WALL LENGTH
TYPICAL REINFORCED WALL STEM TYPES ELEVATION
WALL TYPES l A 1 & t tS .I tl
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East Badillo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
'•ena[n—fna excellence since 1957-
_z-Ana-x�u.l-wv
5 x HF MIN,
AT4491C 5-21-14
S-2.OLQ
#6255
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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 - 150pcf (W/ INCREASE PER 1806.3.4)
4. COEFFICIENT OF FRICTION - 0.25, COHESION = Opsf
5. DESIGN CRITERIA MUST BE VERIFIED BY USER PRIOR TO USING THIS DETAIL,
6. MASONRY COMPRESSIVE STRENGTH, I'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 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, 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
2000psi.
7 IST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE
PLASTIC.
8. 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. 00 NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
LOADING
1. SEISMIC, 57. DAMPING 0 1 SECOND
ACCELERATION Cs=0.33Wt.
2. SEISMIC LOADING EXCEEDS ALL
WIND LOADING FOR EXPOSURE C,
120mph AND LESS.
I
16816 OR 16616 CMU
PILASTER, SOLID GROUT
1
1
0
6'-8" to 8'-8* High Pilaster
Pole Footing - Seismic, 5% olsec
- 16' or, 24" CMU Pilaster
OPTIONAL WALL CAP
—
r
CMU PILASTER, SOLID GROUT
(16" SHOWN)
3j"OUTSIDE-FACE--
OF BLOCK TO —
t OF VERT
2-#4 VERT.
2-#4 U-DWLS. -
LAP 24" MIN, TYP.
F.G.
WET -SET FIRST !-
COURSE
3-#3 TIES 0
TOP 5' OF FTG. & _
#3 TIES O 12"o.c. MAX.
THROUGHOUT r^
2-#4 U-DWLS.
$- WIDE (NOM.)
CMU PILASTER,
SOLID GROUT ALL CELLS
CENTER VOID OPEN
OR SOLID -GROUT
'W =24" SO.
A PILASTER SECTION
ANDERSON DESIGN GROUP
Structural Engineering Building Design
228 East 8adlllo Street • Covina • CA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
"s g1M r g excellence since 1957'
31" OUTSIDE FACE
- OF BLOCK TO
G. OF VERT
FTG. SECTION
B
-
— 3" CLR. TYP,
3-#3 TIES
TOP 5" OF FTG. &
#3 TIES O 12"o.c. MAX.
THROUGHOUT
2-#4 U-DWLS.
DATE SIGNED 6-25-14
S-1.10LQ
#6255