07-2219 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number:
07-00002219
Property Address:
78231 DEACON DR W
APN:
770-280-023- -
Application description:
WALL/FENCE
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
2666
Applicant: Architect or Engineer:
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 an Professionals Code, and my License is in full force and effect.
License Class: B License No.: 818121
Date: ,1Contractor:
. 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).:
1 _ 1 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.).
(_ 1 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.).
1 _ 1 I am exempt under Sec. , 8.&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:
LQPERM[T
Owner:
JUSTIN WILSON
78231 DEACON DRIVE WEST
LA QUINTA, CA 92253
Contractor:
HUDSON CONSTRUCTION ID
77622 COUNTRY CLUB DR,
PALM DESERT, CA 92211
(760)345-5154
Lic. No.: 818121
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 8/08/07
AUG WO, 2007
CITY or'
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
1 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.
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 EXEMPT Policy Number EXEMPT
I certify that, in the performance of the work for which this permit is issued, 1 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(ode, I shall forthwith comply with those provisions.
I7
Date: Applicant: L—,60sN Cou17•e-L4 -n \/
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 Director of Building and Safety 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 infor ation is co ect. I agree to comply with all
city and county ordinances and state laws relating to building const r) ion, and eby authorize representatives
of this county to enter upon the above-mentioned pr or ins E ' n purpo s.
Dater O Signature (Applicant or Age
i
LQPERMIT
Application Number . . . . 07-00002219
Permit . . . WALL/FENCE PERMIT
Additional desc .
r Permit.Fee 54.00 Plan Check
Fee
.00'
Issue Date. Valuation
. . .
. 2666
Expiration Date 2/04/08
Qty Unit Charge Per
Extension
BASE FEE
45.00
1.00 9.0000 THOU BLDG 2,001-25,000
9.00
--------------------------------------------------------------=-------------
Special Notes and Comments
68LF @ 6' GARDEN WALL [CITY SPEC]
26LF @ 2' RETAINING WALL [ENGINEERED]
22LF @ 6' (MAX.. 1 SIDE) COMBO [ORCO]
'STRUCTURAL PER 2001 CBC. August 8, 2007
3:26:34 PM AORTEGA
-----------------------------------------------7----------------------------
Other Fees . . . . . . . . . STRONG MOTION (SMI)
- RES
.50
Fee summary Charged Paid Credited
---------------------------
Due
-----------------=--
Permit Fee Total. 54.00 .00
----------
.00
54.00
Plan Check Total .00 .00
.00
.00
Other Fee Total .50 .00
.00
.50 ;
Grand Total 54.50 .00
.00
54.50
Bi" #
City of La Quinta
Building U Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit _# A
Project Address -'-78- 7,31
Owner's Name: sT�rJ I r•L - aJ
A. P. Number:
Address: 7S- 23� on• I;JeSf
Legal Description:
City, ST, Zip: 4-A
Contractor: 1,(,P �� �c r
Telephone:
Address:?
Project Description:
eap
City, ST, Zip: -::�NIZZ- t I
Dey,1 t.,L
Telephone aD .345SS1S"
-� f es�z► .� rdt¢Ci( ���
State Lia. # : g t g I Z City Lie. #:
Arch., Engr., Designer: ICQtS� 1 it�iSOa tr,
Address:
City, ST, Zip:
Telephon1 Z 1. ; pyg
Construction Type: Mftn.) Occupancy:
State Lie. #:
Project type (circle one) e Add'n Alter Repair Demo .
Name of Contact Person: ` �5o N
Sq. Ftp
#Stories:
#Units:
Telephone # of Contact Person -
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS UNE
#
Submittal
Req'd
Recd
TRACIMG .
PERMIT FEES
Plan Sets
Plan Check submitted
'� %j 1
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Energy Cales.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading.plan
2'd -Review, ready for correctionsfissue
YA
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
II.O.A. Approval
Plans resubmitted
rading
IN HOUSE:
Review, ready for correctionslissue
0
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
41 1 -iy -4CA, - I A6 T/I1101
'� I 11-0 k
- --- --•.. I•+V uulj!17 YUUNG ENGINEERING SE PAGE 02
ORCO 6 'HIGH WALL W/ 2'RE"i AIN.
FOR 84 MPH WIND @ EXPOSURE C _,sw,g iwn„a,,,,,m
TNG
NJ g
RAMP
PRESR, -3-06F
2- ALLOWASLELAMM PASSStiEFAMM RE • 150 FCPMX
3. CXJV CRETF/GROWSTRE W -H - 2XV PSF @ 28 DAM
A R874VRCV657UL : GW640 FOR 04 BR:SAND S1MNJM 8
GF►ADE60 MR OSAW LARD
S. SfiS =-ZOWE4, S 194 PROM TWEA OR ir.;DVRM
6 15m PSI w5VRYO?P/PRESsCW 57R8YG7l L
M4L FS7REZU UW - N0 SP ,aM DKSPECMl READ.
ORCO 6816, 6616, OR 6618ONU
CROWED MY0MT57ER
1. 00AMMEt.AIC7C:;AU QCW0W 70 LECSM.214 CAW
SM FREMM 9l; 7 roVZ SUAWW, Q: ME0680C OLOCA '
AMyffL W
2 CS'JI10Pf7FR]R fp 7lAfGSMYI tE1 iM7f Q#1H1T702-�
J4 VERT DROP -BV fl4R @ 32' 01C vAa7ssv o ro 11i1 PARIS AlAYB MT71f A IMGMMfX:1-vz
(ITO/CR1R18'LOIMG • CAUQ06OPW4 W19?SIMMarAlo3"Tg"UC�aa
?VASlMClMFM.7N.rc-AWPM
PR0VIDEZ4'LAPR i7&=6OMU
R RfDMt7la wsnsE:9MLL EEDOUW.OANOCaVO Wro
AF MAQLfGRAOEA .qM *4EWKAID S WM GRAWWFW
0657DJOIMRENFORCU42NT /SANDLARGISLFW!:DE054I2W nI WRRGUM40
@ Z4'OX(3 PLAM) PER USC R�IRAIb,seWiTluEleltAvfaaauoe6a
SM. 21-10. LW*5SM. R7R*RBMRSM�II[EQ.9I8fID<NIfELOl1cR�B:A000E3LLl
SEUMPHLOIX W017{1raLOCMX.
iCDAV MAOOCSy4LL/EU)IDLYAIV"G=V
PAT79W M077f MW A O3Yn AM(l'77ECHLSNYM
6All®OOCQ.', QFIrAmwY rwt RE$'Ia9WLlEsvm
GROMM
7.LWOW77PFSMIOzrARfWOF07i0 `,ls:L+BC7AHE14.
21,ltPARrta'BI7 oz,2wR7EDE774-uz N7scAw, '
LOOSESVIV. -
` 0. CiiOVf iGR OiYOD ; FE7L10C ro E>Fl !'d Ri t9T91r ro3
PARIS SVIP iCA�VrI'6YCpYTi10r2PAR.�'?/a'PE�[iQA,Sff
MEATMW aMV178yK- Wf M KMILEANK,a; L&CBMV-7W
C8LS07216.(L70AEI.G'IPQ70fi:1... ►('✓'A7L4..-„�.
ANLL EtEAl7QQili 70R'.cAOIA:FWLW 6WV.'P-OW *YlM r
7RW GF lW :3vs ANm
AEIIOOCsrmpAYBE :)FFSErl-Wx I;7wfw)=*wAz
14 HORZ COW. YWCD VDM7EJSPLI' ,7C RLOOCSRRMM YEERA V ro
fI1l6Z ®Gf OP 17E7.¢BMOI7rfEA�l7A;.
lR M07AGML67EfE;t1UW OYOYMW 0m87UtR®
LPVB Mao= W/ ANftAPAL = OR O (CWACIW )UL Wlti fAPWIMN
AFOSURCMRfa LAMMCflt?I10:A7%
!1. FDLST01l7RJY' ;)BEAiJBPla07LVt; iRFM76ARf
REIOYMK 1L1 VWM. LWALL RLTXE W S MR Z 7=01 RACE
_ sFrznvnll�nav r:: EE Mtrev TMERR7I �ID YdIRCAL ary j
MAIFAIID IEEE{AIDC 4XLL JSWW TO,2=
1I. PMJCDMVMCOMM ,0fffflMON W,VCOR VA'C¢]WE
:.. WALL a TO it S(= CYARV
k(21
32OCXF RJMWO"
33'4'Lu "-75MWPPEW/1O:$/4' GRAVEL -SLOPE 7D @BABY, WATBW.. ZOOF
54MSMEOFWAU W/QBP'WA7EWW'.0fE&Sl0 p ))2001* N/4 HORZ CUNT.(3 VAQ
ww" K Lf)CITY OF LA QUINTBUILDING& SAFETY DEPT. EXP• I2- 6APPROVED �4r �ol FOR CONSTRUCTION OF
z,�n @ y�
DATE D D ZOD By
#5 HORIZONTAL
CONT.
O
N
EXISTING GARDEN WALL
REVIEWED BY CONSULTANT
- #5 HORIZONTMR CODE COMPLIANCE
THESE PLANS AND SUPPORTING DOCUMENTATION HAVE
BEEN REVIEWED AND FOUND TO SHOW COMPLUINCEWITH
THE CALIFORNIA BUILDING CODE AS ADOPTED BY THIS
%r� T P��A�ED
SUBJECT TO
PPROVAL BY OTHER APPLICABLE AGENCIES AND ANY,
3" CLICONDI NS NO IN T E EN D LETTER.
..-oo
'O;K XT uP—)!1DATE
STRUCTURAL O►NT!
b // 31 /'Lbb / 11:4t /bUJb05 /1 y YUUNU ENUINEEKINU 5E HAUL 02
Tp specifyyour own Title ;New Retaining Wall Page
special iltle block here, Job # ...New.., Dsgnr: Date: JUL 11,2007
use the "&r,�tings" screen Description....
acid enter your title block
Information.
This Wall in File: s:\1400\(wilson)oti-1408-1491calcs\wilson.r
Retain Pro 6.1f,01 -October -2004, (c)1989-2004 Cantilevered Retaining Wall Design Code: 1997 UBC
Registration # `. RP -1119135
Criteria
Retained Height =
2.00 ft
Wall height above soil =
0.00 ft
Slope Behind Wall =
0.00: '
Height of Soil over Toe =
0.00 in
Water height over heel =
0.0 ft
Wind on Stem = 17.4 psf
Surcharge Loads .
459 psf OK
Surcharge Over Heel =
0.0 psi
Used To Resist Sliding & Overturning
Surcharge Over Toe =
0.0 pst
NOT Used for Sliding & Overturning
Axial Load Applied to Stem
Axial Dead Load =
0.0 IDs
Axial Live Load =
0.0 lbs
Axial Load Eccentricity =
0.0 in
Design Summary
85.0 psi
Wall Stability Ratios
Lateral Sliding Force =
Overturning =
3.89 OK
Sliding -
2.77 OK
Total Bearing Load =
649 lbs
...resultant ecc. =
3.84 In
Soil Pressure @ Toe =
459 psf OK
Soil Pressure @ Heel =
60 psf OK
Allowable -
1,500 psf
Soil Pressure Less Than Allowable
ACI Facto?ed @ Toe =
551 psi
ACI Factored @ Heel =
72 psf
Footing Shear @ Toe =
3.5 psi OK
Footing Shear @ Heel =
0.0 psi OK
Allowable =
85.0 psi
Sliding Calcs (Vertical Component NOT Used)
Lateral Sliding Force =
178.8 lbs
less 100% Passive Force =
300.0 lbs
less 100% Friction Force = -
194.6
Added Force Req'd =
0.0 lbs OK
....for 1.5: 1 Stability =
0.0 lbs OK
Soil Data
Allow Soil Bearing
= 1,500.0 psi
Equivalent Fluid Pressure Method
Heel Active Pressure
- 35.0 psf/ft
Toe Active Pressure
= 35.0 psf/ft
Passive Pressure
= 150.0 pst/ft
Soil Density
= 110.00 pcf
FootingllSoil Friction
= 0.300
Soil height to ignore
= 106
for passive pressure
= 0.00 in
Footing Design Results
Toe Width =
1.83 ft
Toe Meet
Factored Pressure
551
72 psf
Mu': Upward
= 0
1 ft-#
Mu': Downward
= 0
6 ft-#
Mu: Design
= 106
5 ft-#
Actual 1 -Way Shear
= 3.51
0.01 psi
Allow 1 -Way Shear
= 85.00
85.00 psi
Toe Reinforcing
= # 5 @ 18.00 in
APPROVED
Heel Reinforcing
= # 5 @ 18,00 In
Footing Width =
Key Reinforcing
= None Spec'd
12.00 in
Lateral Load Applied to Stem
Lateral Load = 0.0 #/ft
...Height to Top = 0.00 ft
...Height to Bottom = 0.00 ft
Footing Dimensions & Strengths
Toe Width =
1.83 ft
Heel Width =
0.67
Total Footing Width =
2.50
Footing Thickness =
12.00 in
Key Width =
12.00 in
Key Depth =
12.00 in
Key Distance from Toe =
0.00 ft
f'c = 2,500 psi Fy =
60,000 psi
Footing Concrete Density =
150.00 pcf
Min. As % =
0.0018
Cover @ Top = 2.00 in @
Btm.= 3.00 in
Adjacent Footing Load
APPROVED
Adjacent Footing Load =
1,500.0 lbs
Footing Width =
2.50 ft
Eccentricity =
12.00 in
Wall to Fig CL Dist =
1.25 ft
Footing Type
Line Load.
Base Above/Below Soil
=
1.0 ft
at Back of Wall
Edge
-7�0 �3 I' GUrJ --De-W G S i
LQ ,!5* �(ZZS3
Other Acceptable Sizes & Spacings „
Toe: Not req'd, Mu < S' Fr (� IIJI
Heel: Not req'd, Mu < S • Fr I�
ir5
Key: Not req'd, Mu < S ` Fr t l�n�
JU1. 3 1
BY
CITY OF LA QUINTA
Stem Construction
Topstern
Stem OK
BUILDING & SAFETY DEPT.
Design height
ft=
0.00
Wall Material Above "Ht"
=
Masonry
APPROVED
Thickness
Rebar Size
=
=
8.00
# 5
FOR CONSTRUCTION
Rebar Spacing
=
24.00
Rebar Placed at
=
Edge
Design Data
nA_TF am
fb/F8 + fa/Fa
=
0,072
Total Force @ Section
lbs =
103.5
Moment.... Actual
ft-#=
66.1
REVIEWED BY CONTUILTANT
Moment.....Allowable
=
916.4
FOR CODE COMPLIyl1iCE
Shear..... Actual
psi =
2.8
Sheara
psi =
19.4
Lap Splice
Lap Splice If Above
If Above
in =
36.00
THESE PLANS AND SUPPURTING DOCUMENTATION HAVE
Lap Splice If Below
in =
6.00
BEEN REVIEWED AND FOUND TO SHOW COMPLIANCE WITH
THE CALIFORNIA BUILDING CODE AS ADOPTED BY THIS
Wall Weight
'd'
=
61.0
JURISDICTION. ISSUANCE OF A BUILDING PERMIT BASED
Rebar Depth
Masonry Data
in =
5.25
UPON THESE PLANS IS RECOMMENDED SUBJECT TO
f'm
psi =
1 500
APPROVAL BY OTHER APPLICABLE AGENCIES AND ANY
Fs
psi =
24,,000
NOTE+TE OSEO LETTER.
Solid Grouting
=
NoD(JSpecial
KCONDINS
Inspection
=
No
LWIGRODATOE
Modular Ratio'n'
=
25.78
0
,
Short Term Factor
=
1.000
Equiv. Solid Thick.
in =
5.20
Masonry Block Type = Normal
Concrete Data
Weight
QXR1 T` A L, 1
t, '01
f'c
psr=
-AL,
Fy
psi =
-7�0 �3 I' GUrJ --De-W G S i
LQ ,!5* �(ZZS3
Other Acceptable Sizes & Spacings „
Toe: Not req'd, Mu < S' Fr (� IIJI
Heel: Not req'd, Mu < S • Fr I�
ir5
Key: Not req'd, Mu < S ` Fr t l�n�
JU1. 3 1
BY
t7 // .31I ZOO( 11; 4! (bG3bri0 (17 YUUM LNOINttKINU JC rHQC u0
`Tcospecify your ownTitle
: New Retaining Wall
Page:
special title block here,
Job R :...New...
Dsgnr:
Date:
JUL 11,2007
use the "Se6ings" screen
Description....
and enter your title block
Information.
This Wall In File: s:\1400\(wllson)06-1408-149\calcs\wilson.l
Retain Pro 6.1f, 01 -October -2004, (c)l989-2004
Cantilevered Retaining Wall Design
Code: 1997 UBC
Registratlon #: RP -1118135
Summary of Overturning & Resisting Forces & Moments .
.....OVERTURNING.....
.....RESISTING.....
Force Distance Moment
Force
Distance
Moment
Item, lbs ft ft.q
lbs
ft
ft -k
Heel Active Pressure = 157.5 1.00 157.6
Soil Over Heel
0.7
2.50
1.8
Toe Active Pressure = -17.5 0.33 -5.8
Sloped Soil Over Heel =
Surcharge Over Toe =
Surcharge Over Heel =
Adjacent Footing Load 38.8 1.47 57.1
Adjacent Footing Load =
1.0
2.50
2.6
Added Lateral Load =
Axial Dead Load on Stem =
D.00
Load @ Stem Above Soil = 3.00
Soil Over Toe _
Surcharge Over Toe
Stem Weight(s) =
122.0
2.16
263.9
Earth @ Stem Transition:
Total = 178.8 O.T.M. = 208.8
_
Footing Weight
Resisting/Overturning Ratio = 3.89
=
Key Weight
375.0
1.25
468.8
=
150.0
0.50
75.0
Vertical Loads used for Soil Pressure = 648,8 lbs
Vert. Component _
Vertical component of active pressure NOT used for soil pressure
Total:
648.8
lbs R.M.=
812.1
CITY OF LA QUINTA
BUILDING& SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE b 'ABY
_4_
REVIEWED BY CONSULTANT
FOR CODE COMPLIANCE
THESE PLANS AND SUPPORTING DOCUMENTATION HAVE
BEEN REVIEWED AND FOUND TO SHOW COMPLUINCEWITH
THE CALIFORNIA BUILDING CODE AS ADOPTED BY THIS
JURISDICTION. ISSUANCE OF A BUILDING PERMIT BASED
UPON THESE PLANS IS RECOMMENDED SUBJECT TO
APPROVAL BY OTHER APPLICABLE AGENCIES AND ANY
CONDITI S NOTED N T c E r'LOSED LETTER.
DATE
C 911i U11 nX101
CITY OF LA QUINTA
BUILDING AND SAFETY DEPARTMENT
GARDEN WALL STANDARD
1
6" C. .M.U.
1'm= 1350psi, Fr 40000psi
/4 O 24' Vert O CL
d4 O 327 Horiz '
6 1/4'
ZLM
3" CLEAR 1 /
/4 HORIZ. AS SHOWN
I6'
-4' GARDEN WALL
Scale: 3/8' _ V-0'
6' C.M.U.
f'm_ .1350psi. Fy- 40000psi
/4 O 24' Vert O CL
/4 O 32' Horiz
OP TION AL
10-11/1.6 30'LAP
ALTERNATE
3" CLEAR T BENDS
r4 HORIZ. AS SHOWN
5 GARDEN WALL
Scale: 3/8' _ 1'-0'
6' C.M.U.
f'm= 1350psi, Fy-- 40000psi
Q4 O 24' Vert O CL '
p4 6 32' Horiz
OPTIONAL
10-11/16'30'LAP
ALTERNATE
ISENDSCLEAR
#4 HORIZ. AS SHOWN 1
G f GARDEN WALL
Scope: 3/8" = 1'-0'
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FORCONSTRUCTION
DATEIB1 8 ABY
6' C.M.U.
f m= 1350psi. Fy-- 40000psi
/4 O 24' Vert O CL
/4 O 32' Horiz
3' CLEAR T
b4 HORIZ. AS SHOWN 1
S GARDEN WALL
Scale: 3/8' - 1'-0'
6' C.M.U.
f'mt 1350psi. Fy-- 40000psi
N4 0 24' Vert 0 CL
K4 @ 32' Horiz
3" CLEAR 1
04 HORIZ. AS SHOWN T
(p GARDEN WALL
Score: 3/8' V-0'
MI5