BWFE2015-00861 1
• `
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application Description:
Property Zoning:
Application Valuation:
Applicant:
HENRY'S MASONRY INC
P 0 BOX 5185
LA QUINTA, CA 92248
COMMUNITY DEVELOPMENT DEPARTMENT
'BUILDING PERMIT
W
7 805 PI A �t/e'1t�on1 M�
77 80019
MAYLE / 7LF OF 8' INTERIOR BLOCK WALL AND (2) PILASTERS
$1,000.00
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 License No.: 704270
Date:-N—b0 Contracto/�
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 forthe.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
Owner:
MAYLE, LARRY A
611 LIDO. PARK DR APT 2C
NEWPORT BEACH, CA 92663
Contractor:
HENRY'S MASONRY INC
P 0 BOX 5185
LA QUINTA, CA 92248,
(760)775-6807
Llc. No.: 704270
Date: 5/6/2015
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_ Wfor which this permit is issued.
have and will maintain workers' compensation insurance, as required by
Section y00 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 to the
workersscompensation provisions of Section 370 o the Labor Code, I shall forthwith
complywith those provisions. 1
i
Date UApplicant`
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 fob 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 l 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.
Dat a
u v o/ �� Signature (Applicant or Agent):"
4�f �..,y!..'kdY�uY^:=fr-;m "IP.t. sa �.p;''S',�ii���v'?Yr.�iYk'�. ymiY.%.Ekz"'i3C
i��44'�� DESCRIPTiION °5.�f' ANT itx gfTYMIN A�MOIJN� ' '•;t'��`"
BSAS SB1473 FEE '. 101 0000-20306
0
s
r. n� hP.iyACWvI"tDt3:dr^.B�Y5,�4�.a.}' ate,-. ' �f��,x�';�M}•7'Er.,tT'a�Hp;%SOa°'lDF n�� �'{"d�r .,
S'
��� Ewa ^Qi'7EyC,>xxE. I'PpT,�,�#""f�yh.�=i��i�-}' } CY H?ECK�#S-'�€z`yY.iYsit `��TIOB01,41
Total PaidforBUILDING STANDARDS ADMINISTRATION BSA : $1:00 $0.00
a�ama5fs wok Yr t
DESCRIPTION
sfc'.R��ti�"%Y1'9f'F4rii�tt'pr%. .L'L:, ,•�� Y
m
zsy�cxL r§ xsr yid°
{{A00OUNTNw�{_ a
,i�_4. 4hi •�f?a';Ni. il"T`�I'NG rs .:s:.
.;uea v
C�T,Y
rvWYnR1-
irk, 3
*�i AMOUNT
+GV�.,l'
. 5ia eYsf]:�S:.i/kCf:.q'}_
' -A
�i'�
KP IDDATE
a+:b`le`�`.�•fa
WALL/FENCE _FIRST, l00 LF
101 0000 42404:.
'.'.
0
$4786
$0.00.
�� r� �
.i r M�" E•hc,T
��.fL..iP+TStT#' ti,
��ya
�; � Nk ssF+:x!�n3uy �-a' •-
Hi�
1�'s`�no �� t.
},' F'j'451Y: e�iw i#SY-..itEw9iELSLf' +,yc4 .�; 1: LF;4ai :_
E� ; �e T rDESCRI�PTIOrNa„ r z t. 7
'W .3tss ayC}'.• j„5"...f�, �..y�21S»'y'2 t T
�Xx AC�0O0NT i
f"yi tix'iS+'
4Tlf
yr<j, . "•M;i!tWY,rN SySy,. i' y
I �� AMOUNTg k �?
3±:d"�9, 4 m
v�
s;V�/,f�Wx.:�$.
F I;� �aATa`
_,
WALL/FENCE =FIRST 100. LF PC
101 1016000:4
0 .0U0.91
;
$0.00'
i�.`. 57 !
i
REE T # �
HECK' �
jT,� BY
Total Paid-forFENCE OR FREESTANDING WALL a $108 77 $0:00
.y
Description: MAYLE / 7LF OF 8' INTERIOR BLOCK WALL AND (2) PILASTERS
Type: WALL/FENCE Subtype: Status: UNDER REVIEW
Applied: 5/6/2015 SKH
Approved:
Parcel No: 776080019 Site Address: 78805 PINA ST LA QUINTA CA 92253
Subdivision: Block: Lot:
Issued:
Lot Sq Ft: 0 Building Scl Ft: 0 Zoning:
Finaled: .
Valuation: $1,000.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: 711 OF 8' BLOCK WALL (INTERIOR) AND (2) PILASTERS AT SIDE OF HOUSE PER APPROVED PLAN [APPROVED 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
DESCRIPTION ACCOUNT , QTY AMOUNT ' PAID PAID DATE RECEIPT ,# CHECK # ` METHOD ,PAID BY
W
CII
=.- BY;
BSAS S61473 FEE 101-0000-20306 0 $1.00 $0.00
Total Paid for BUILDING STANDARDS ADMINISTRATION
BSA: $1.00 $0.00
Printed: Wednesday, May 06, 2015 9:48:55 AM 1 of 2 C
SYSTEMS
CHRONOLOGY
CONDITIONS
CONTACTS
::NAME TYPE r
NAME -::'
ADDRESSI
~CITY
STATE
ZIP -'-
PHONEY
FAX `,:
EMAIL
APPLICANT
HENRY'S MASONRY INC
P O BOX 5185•
LA QUINTA
CA
92248
CONTRACTOR
HENRY'S MASONRY INC
P O BOX 5185
LA QUINTA
CA
92248
OWNER
MAYLE, LARRY A
611 LIDO PARK DR APT
2C
• NEWPORT
BEACH
CA
92663
DESCRIPTION ACCOUNT , QTY AMOUNT ' PAID PAID DATE RECEIPT ,# CHECK # ` METHOD ,PAID BY
W
CII
=.- BY;
BSAS S61473 FEE 101-0000-20306 0 $1.00 $0.00
Total Paid for BUILDING STANDARDS ADMINISTRATION
BSA: $1.00 $0.00
Printed: Wednesday, May 06, 2015 9:48:55 AM 1 of 2 C
SYSTEMS
7
31
Sl
PARENT ��ROJI:"
It L_ - _�__
17. 7-4 4 _n
W
V
Vit 5�
Printed: Wednesday, May 06, 2015 9:48:55 AM 2 of 2 CNWSYSTEMS
CLTD
DESCRIPTION -`!,
`.,.ACCOUN T_,
CITY
AMOUNT.
'PAID
PAID DATES
RECEIPT #,
#
":METHOD.
',-'PAID, BY
:DATE-.
DATE
%
.--'CHECK
Y.
WALL/FENCE - FIRST
BOND BEAM
BLD
101-0000-42404
0
$47.86
$0.60
BLD
100 LF
FOOTINGS
BLD
WALL/FENCE - FIRST
101-0000-42600
0
$60.91
$0.00
100 LF PC
1
Total Paid forFENCE OR FREESTANDING WALL $108.77 $0.00
Sl
PARENT ��ROJI:"
It L_ - _�__
17. 7-4 4 _n
W
V
Vit 5�
Printed: Wednesday, May 06, 2015 9:48:55 AM 2 of 2 CNWSYSTEMS
INSPECTOR'::.'LED
COMPLETED"RESULT",-- _
REMARKS :
:DATE-.
DATE
%
Y.
BOND BEAM
BLD
FINAL"
BLD
FOOTINGS
BLD
Sl
PARENT ��ROJI:"
It L_ - _�__
17. 7-4 4 _n
W
V
Vit 5�
Printed: Wednesday, May 06, 2015 9:48:55 AM 2 of 2 CNWSYSTEMS
Bin #
,
Qty of La Qu►nta
Building a Safety Division
P.O. Box 1504,78-495 Calle Tampico
La.Quinta, CA 92253 - (760) 777=70,12 ,
Building Permit Application and Tracking Sheet
Permit #
t
Project Addre �-
Owner's Name`` rr M
A. P. Number.t
Address:
Legal Description:
City, ST, Zip:
Contractor:E S61t1 Q
� Telephone:
Address: �lOQ °S CA r-
ProjectDescription:
City, ST, Zip: .-�.
�.tJv A 144SO W A Col U
`A 0
Tele h one: G S
P 0�
W
l
o
� N
State Lie. # : Q y0�.7d
City.Lic: #
Arch., Engr., Design r:
Address:
City., ST, Zip:
Telephone: hone:
P
�>
�.
Construction n TYPe: Occupancy:
:
i . #
State Lc
,e,c
.Pro`J•
ttYPe.}icircle one)' Nw Add' n Alter Repair Demo
Name of Contact Person:
Sq. Ft.:
#.Stories:
#Units: .
Telephone # of Contaci Person:.Estimated
Value of Project:
APPLICANT: DO NOT,WRITE BELOW THIS LINE
#
Submittal
Req'd .:�`
Rec'd
TRACKING
PERMIT FEES
Plan Sets
Plan.Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready foi corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Affonstruction
Flood plain plan
Plans resubmitted.
Mechanical
Grading plan
2p. Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person t.
Plumbing
Grant Deed
Plans pickeil up
S.M.I.
H.O.A. Approval
Plans resubmitted.
Grading
IN HOUSE:-
'"' Review, ready for. correctionstissue
Developer Impact Fee
Planning Approval
Called Contact Person
A:LP.P:
Pub. Wks. Appr
Date of permit issue'
School Fees .
Total Permit Fees
CITY * OF L A QUINT
BA
.U,l'L.DVNlG & SAFM DEPT.
APRl':InV-F-D
. FOR
CONSTRUCTIOt
DATE d
oit6-Ry
q&
c ou
-
VACA
CvVNfg'5 Nltrlf e.,
CON" r -PfP, 501V
i�
lag PIT- woow _ _
BLOCK CCL. INC.
s1,•,� l>,u
' 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
4. COEFFICIENT OF FRICTION - 0:25, COHESION .= Opsf
5. CANTILEVER ACTIVE - 30pcf
6. MASONRY COMPRESSIVE STRENGTH, f'm = 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 VE1tTICAL._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
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
"OOPsi. ,,ZC) 60105i
7.
.,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 CELS.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED' -AT A'MAXIMUM OF
46-0"o.c. OR 20'-O"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 .- o Property Line
C ® 100mph Wit.)
Risk :Category I
:,..76' Wide CMU
OPTIONAL WALL CAP=
GUUHbL,:'Al .h iKJ.l. - I
COURSE; AND 24"otc,
6" WOE (NOM:) CMU
GROUT CELLS "- ..
w/ REINF.
X' BARS PER
SCHEDULE ® `
CTR. OF WALL
'Y' BARS PER
"SCHEDULE LAP
PER 'L'
WET. -SET FIRST_;!
COURSE
2-#4 CONT.
CONT. CONC. FTG:.
MASONRY FENCE WALLk. SCHEDULE
X'
BARS. RawF wALL STEM Y BARS L STEM
H MAX 18" LONG CMU 18' LONG CMU 7YPE PER 5::20 16_.LONG CMU 18.:. LONC,CMU _ -
A 4024 o c '#4027`6 c. 2
6'-0' 44048"O.0 14054 o c.-
B .......... _. 404W c. : 4®54 o c,..
A ; . 4®16 o.c: ` 4®18"o.c.
6 8 / 4®48"o.c, jJ4045' o.c.: 4®48"O.c. :. .4®54".o.c.:... 2.-0.
8...:..:
7 4" #4048"o.c. #4045 o c B...._......:...4048...o.c. .c
4®45 o.
'1 X4®40"o.c #4®36'o.C. '
B ,:.._.. 4p4'O c t ...: :4+m36 o.c.r77T75F
ANDERSON DESIGNT:. GROUP
Structural Engineering • Building Design
228 East sadllla Street • Ccvina -w CA • 91723-2115 `
(626) 938-1595 • Facsimile (626) 938-0485
`- ^ eng/nee�TnO a celfenCe s/nce 195 �'
in
B MIN •
OF LA QUINTA
S".11VFETY DEPT,
COMS) RUCTION
z
3" CLR.
TYP.
'B' MIN.
PER SCHEDULE
DATE SIGNED 6-25-14
S-1.1LQ
#6255
BLOCK CO..INC.
l Since Im
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
£HOOF WALL
z '
a(i'
8' High Max. Site Wail
C ®100mph
Risk Category I
6' Wide CMU
!• i� � �I� Idyl
s
6-87 to 8'-81' High Pilaster
Spread Footing - Seismic, 5% olsec
BLOCK CO.,INC.r � -�- 160 -or 24" CMU Pilaster
—„
j ANGELUS BLOCK, MASONRY FENCE WALL SYSTEM � i`
�U1� TA
. " DE PT
F�
DESIGN CRITERIA:
1: DESIGN CRITERIA PER 2013 CBC + #� e # A
2. ALLOWABLE SOIL BEARING PRESSURE = 1500nsf OPTIONALE WALLS CAf d L r d ;, , _—,
3. ALLOWABLE SOIL PASSIVE PRESSURE = 150pef
4. COEFFICIENT OF FRICTION = 0.25, COHESION — Opsf
5. DESIGN CRITERIA MUST BE VERIFIED BY USER PRIOR TO USING THIS DETAIL.' €ft'1:
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; CMU PILASTER, SOUD 'GROUT
(16" SHOWN)
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.
.3j` OUTSIDE FACE `
2. NOT USED OF 'BLOCK T0',
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
=
U
=
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
5.
MORTAR SHALL BE SPEC MIX TYPE S PREBLENDEO MASONRY MORTAR AS
'`t✓'
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.
OWLS. TO MATCH
6.
GROUT SHALL CONFORM .TO ASTM C476, WITH AN 8-11 INCH SLUMP,
VERT. REINF. LAP...—.—
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
24" MIN.
2000psi.
EQ.
IST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE
F;G:
!PLASTIC.
8.
NOT USED
WET—SET FIRST
COURSE,
9.
PROVIDE EXPANSION / CONTROL JOINT ON EACH SIDE OF PILASTER
N 84x':8 B• `"
WHERE INTERSECTING BLOCK WALLS OCCUR.
LONG :E'A WAY
10.
NOT USED.
........ .
11.
INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING 15 TIED IN PLACE. B. AFTER VERTICAL. CONIC. FTG.' "
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. 8- 'WIDE (NOM.)
MECHANICALLY—ANCHORED VENEER IS NOT PERMITTED. CMU PILASTER. <
SOLID GROUT ALL CELLS
13. 00 NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE `
.`\OR
'CENTER VOID OPEN
16816 OR 16616 CMU SOLID—GROUT
MASONRY. PILASTER.. CHEDULE,; . PILASTER, . S000 GROUT
Ni 24 SQ
W'=16 SQ
16..... �.
16.' -X-
7'-4" 24, .. o
16"5
....... 3 3.:'. w
.
LOADING W 7 w
1. SEISMIC, 5% DAMPING 0 1 SECOND
ACCELERATION Cs-0.33Wt.
2. SEISMIC LOADING EXCEEDS ALL
WIND LOADING FOR EXPOSURE C, iii' 3i4 3~" 3•'
120mph AND LESS. _
PILASTER SECTION
ANDERSON.. DESIGN. GROUP..
Structural Englneering Building Design
228 East Sadlllo Street • Covina • CA • 91723-2115
(626) 938-1595 Facsimile (626) 938-0485
'-' "enOlneennpe„cellen[e since ]957"
3j" OUTSIDE FACE
OF BLOCK TO
$ OF VERT I �j
X
W
a
�
=
U
=
In
�i
0.
EQ.
1 12
3" CLR:.
'B' SQUARE MIN. TYP'
PER SCHEDULE
DATE SIGNED 6-25-14
S-1.9LQ
#6255