BLCK (05-0705)78140 Masters Cir
05-0705
K 7
Wb a91 0
•
4 4 Q"
I
BUILDING & SAFETY DEPARTMENT
(760).777-7012
FAX (760) 777-7011
INSPECTION REQUESTS (760) 777-7153
Ox 1504
CALLE TAMPICO
JNTA, CALIFORNIA 92253
BUILDING PERMIT
Application Number . . . . .
Property Address . . . .
APN:
Application description . . .
Property Zoning . . . . . . .
Application valuation . . . .
05-000007'05' ,Date- 3/08/05
78140 MASTERS CIR
770-350-006- - -
WALL/FENCE
LOW DENSITY RESIDENTIAL
3000
Owner Contractor
------------------------ -----------------------
BENTON DEV DRURY CONSTRUCTION, MARGARET
78541 DEACON DR EAST 73807 MASSON STREET
LA QUINTA CA 92253 PALM DESERT CA 92260
(760) 346-7227
WCC: PREFERRED INS
WC: WKN115.7592 06/01/05
CSLB: 463407 09/30/06
CCC: B -C29
----------------------------------------------------------------------------
Permit . . . . . . WALL/FENCE PERMIT
Additional desc
Permit Fee . . 54.00 Plan Check Fee .00
Issue Date . . . . Valuation . . . . 3000
Qty Unit Charge Per Extension
BASE FEE 45.00
1.00 9.0000 THOU BLDG 2,001-25,000 9.00
i
Special Notes and Comments
120 L.F. .COMBO WALL, 6' RETAINING, 4'
GARDEN, PER APPROVED ENGINEERING
Fee summary Charged Paid. Credited
-- - - - - - - - - - - - - - ------ - - - - ------ - - -- ------ - - - - - -
Permit Fee Total 54.00 .00 .00
Plan Check Total .00 .00 .00 t
Grand Total - 54.00 .00 .00
Due
54.00
.00
54.00
P.O. Box 1504
78-495 CALLE TAMP ICO Tdf 4
LA QUINTA, CALIFORNIA 92253
BUILDING cit SAFETY DEPARTMENT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Application Number: 0 —705 Date: • D
Applicant: I Architect or Engineer:
Applicant's Mailing Address:
Architect or Engineer's Address:
c7 In ,
Lic. No.:
BUILDING PERMIT DECLARATIONS
LICENSED CONTRACTOR'S DECLARATION
I ereby 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 Professionals
ode, and my Lice II force and effect.
License Class ense No. 7
,----Date— O ontractor LJA�
Or
NER-BUILDER DECLARATION
I hereby affirm under penalty of perjury that Ia exempt from the Contractors' 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 Contractors' 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).):
U 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 or 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.).
U 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.).
U I am exempt under Sec. , BA P.C. for this reason
Date Owner
WORKERS' 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.
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
1§ d,i{vjy w�rr �r" ensation insycarrCe carrier �n�Ipo�'c r}upb
Tier P ��y/6 �� i�P6i'cv Number _yt/ kGA/
_ 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, 1 shall
forthwith comply with those provis'ons.
Dates 1419114191109 s' 171-- I Alm on r,
WARNING: FAILURE TO SECURE WORDS' COMPENSATIO IUOVERAGE 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.
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
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 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 county t nter nth above-mentioned property for inspection purposes.
,16'ate 7 bS— 'nature (Applicant or Agent):
_IGG Ss
Br ~ ► ty ` t .._ Y DEPT.
.pW`4y D
STRUCTURAL CALCULATIONS
BENTON RESIDENCE
78-140 MASTER'S CIRCLE
TRADITION GOLF CLUB
10'-0" RETAINING WALL
FOR
EASTON BUILDERS
BY
YOUNG ENGINEERING SERVICES
February 18, .2005
I- oti Y., d 1 .
RETAINING WALL SPECIFICATIONS
ALL WALL5 SHALL BE CONSTRUCTED OF THE H16HEST QUALITY
WORKMANSHIP, IN ACCORDANCE WITH THE UNIFORM BUILDING
CODE, LATEST EDITION, AND THE FOLLOWING SPECIFICATIONS:
1. CONCRETE SHALL BE 2500 PSI AT 28 DAYS UNLESS
OTHERWISE SHOWN ON THE WALL DETAILS. TYPE II PORTLAND
CEMENT SHALL CONFORM TO A5TM DESIGNATION 0150,
LATEST REVISION. REFER TO THE CONCRETE
SPECIFICATIONS HEREON FOR ADDITIONAL INFORMATION.
2. RETAINING SECTION SHALL BE CONSTRUCTED OF GRADE N
CONCRETE BLOCKS CONFORMING TO THE A5TM DESIGNATION
CAO, UNLESS OTHERWISE SHOWN. All CELLS BELOW
FINISHED GRADE SHALL BE FILLED SOLID WITH GROUT,
UNLE55 OTHERWISE SHOWN. THE MINIMUM COMPRESSIVE
STRENGTH OF CONCRETE BLOCKS SHALL BE MOO PSI.
REFER TO THE MASONRY SPECIFICATIONS HEREON FOR
ADDITIONAL INFORMATION.
3. &ROUT SHALL BE OF FLUID CONSISTENCY AND MIXED IN
THE RATIO BY VOLUME: ONE PART CEMENT, THREE PARTS
SAND, TWO PARTS PEA GRAVEL. MINIMUM GROUT STRENGTH
= 2500 P51. REFER TO PLAN DETAILS FOR HIGH STRENGTH &ROUT
4. MORTAR SHALL BE UBC TYPE 5 AND SHALL BE FRESHLY
PREPARED AND UNIFORMLY MIXED IN THE RATIO BY VOLUME
OF I PART CEMENT, 1/2 PART LIME PUTTY, 3-1/2 PARTS
SAND, AND SHALL CONFORM TO A5TM C210, LATEST
REVISION. (2500 P51) REFER TO DETAILS FOR HIGH STRENGTH MORTAR
5. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING
TO ASTM DESIGNATION A615, GRADE 60 UNLESS OTHERWISE
SHOWN ON THE WALL DETAILS, EXCEPT THAT 1/4" TIES
MAY BE PLAIN BARS. STEEL LAPS SHALL BE 40 BAR
DIAMETERS OR MORE, AND SHALL OCCUR ONLY WHERE
SHOWN. SPLICES IN REINFORCING STEEL ARE OPTIONAL,
AND THE STEEL MAY BE CONTINUOU5 WITH THE LARGER BAR
DIAMETER USED. LONGITUDINAL BARS MAY BE SPLICED
ANYWHERE. HORIZONTAL STEEL IN WALLS SHALL BE
PLACED IN BOND BEAM BLOCKS. SLOTS TO BE CUT WHERE
REQUIRED. BEND HORIZONTAL BARS AROUND CORNERS 24"
MINIMUM. VERTICAL STEEL SHALL BE HELD IN PLACE BY
WIRE TIES AT TOP AND BOTTOM OF BARS, BUT NOT
EXCEEDING 6 FEET IN SPACING PRIOR TO GROUTING.
STEEL PLACEMENT 15 CRITICAL AT BASE OF WALL5 AND AT
CHANGES IN BLOCK SIZE. ADHERE STRICTLY TO THE
DIMENSIONS SHOWN ON THE PLANS.
8. ALL FOOTINGS TO BE POURED ON UNDISTURBED NATURAL
GROUND OR ON COMPACTED FILL WITH A MINIMUM DENSITY
OF '15% RELATIVE COMPACTION.
7. UNLESS OTHERWISE SHOWN ON THE PLANS, PROVIDE
DRAINAGE THROUGH THE WALL BY ON OF THE FOLLOWING
METHOD AS APPROVED BY THE ARCHITECT OF RECORD:
A. PLACE A 3" DIAMETER PERFORATED ABS OR PVC DRAIN
LINE BEHIND THE WALL AT THE TOP OF THE FOOTING AND
COVER WITH I CUBIC FOOT PER LINEAL FOOT OF 1/2" PEA
&RAVEL, AT LEAST 8" OVER THE TOP OF THE PIPE. EXIT
DRAIN LINE OUTSIDE THE WALL AT A LOCATION WHERE THE
DISCHARGE OF WATER WILL NOT BE OBSTRUCTED.
8. PROVIDE VERTICAL EXPANSION JOINTS PER DETAIL
HEREON, SPACED BETWEEN 60' AND 100' APART. PLACE
EXPAN51ON JOINT AT A STEP IN THE FOOTING UNLE55 NO
STEP IS PRESENT. DO NOT PLACE EXPANSION JOINTS
BEHIND SECTIONS OF WALL THAT WILL BE WATERPROOFED
UNLESS OTHERWISE SHOWN.
57 RUCTURAL NOTES I sc.,%.c'''''-0'
YOUNG ENGINEERING SERV I OE5 51
11-804 WILDCAT DRIVE Ste.C, PALM DESERT, CA. A2211
TEL: '760-360-5-10 FAX: '760-360-51101
9. GROUT LIFT 15 NOT TO EXCEED 4' UNLESS CLEANOUT
HOLES ARE PROVIDED IN BOTTOM BLOCK AND CELLS ARE
GLEANED AND INSPECTED. WHEN 6ROUTIN6 IS PERFORMED
IN MORE THAN ONE LIFT, STOP THE INTERMEDIATE GROUT
LIFT 1-1/2 INCHES BELOW THE TOP OF THE BLOCK IN
ORDER TO PROVIDE A KEY FOR THE NEXT LIFT.
10. PROVIDE WATERPROOFING ON THE RETAINED 51DE OF ALL
WALL5 (BELOW FINISHED 6RADE) PER THE ARCHITECT'S
RECOMMENDATIONS.
11. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR ANY
WALL GEOMETRY THAT DIFFER5 FROM THE DETAILS
CONTAINED HEREIN.
12. BACKFILLING SHALL NOT OCCUR ANY SOONER THAN 14 DAYS
AFTER THE COMPLETION OF CROUTIN6 OPERATIONS.
19. REFER TO REINFORCING, MASONRY, FOUNDATION, AND
CONCRETE SPECIFICATIONS HEREON FOR ADDITIONAL .
INFORMATION. THE FOLLOWING SPECIFICATIONS ARE FOR
TH05E PORTIONS OF WALL, OTHER THAN THE FOOTING AND
KEY, WHICH ARE TO BE CAST -IN-PLACE CONCRETE.
14. FORMS SHALL BE TRUE TO LINE AND GRADE AND
SUFFICIENTLY RICID TO RESIST DEFLECTION DURING
PLACEMENT AND CONSOLIDATION OF THE CONCRETE.
REMOVABLE TIES SHALL BE OF SUCH DE516N AS NOT TO
LEAVE HOLES THROUGH CONCRETE LARGER THAN 7/8 INCH.
DO NOT USE TWISTED WIRE OR BAND IRON. UNLESS
OTHERWISE SHOWN ON THE PLANS, ALL SHARP ED&E5 SHALL
BE CHAMFERED WITH 3/4 INCH BY 3/4 INCH TRIANGULAR
FILLETS. FORMS SHALL BE THOROUGHLY COATED WITH
FORM OIL PRIOR TO USE. TAKE PRECAUTIONS TO KEEP
REINFORCING STEEL FREE OF OIL.
15. CONCRETE SHALL BE CONVEYED, DEPOSITED AND
CONSOLIDATED BY ANY METHOD WHICH WILL PRECLUDE THE
SE6RESATION OR LOSS OF INGREDIENTS. CONCRETE SHALL
NOT BE PERMITTED TO FALL MORE THAN 6 FEET WITHOUT
THE USE OF PIPES OR TREMIE5. CONCRETE SHALL BE
THOROUGHLY CONSOLIDATED BY MEANS OF HIGH -FREQUENCY
INTERNAL VIBRATORS IN A MANNER THAT WILL ENCASE THE
REINFORCEMENT AND INSERTS, FILL THE FORMS AND
PRODUCE A SURFACE OF UNIFORM TEXTURE FREE OF ROCK
POCKETS AND EXCESSIVE VOIDS.
16. FORMS MAY BE REMOVED AT THE DISCRETION OF THE
CONTRACTOR BUT NO SOONER THAN 16 HOURS AFTER THE
CONCRETE POUR. SHOULD ANY FORMS BE REMOVED SOONER
THAN 10 DAYS AFTER THE PLACING OF THE CONCRETE, THE
SURFACE 50 EXPOSED SHALL BE KEPT CONTINUOUSLY WET
BY THE USE OF BURLAP OR OTHER SUITABLE MEANS UNTIL
CONCRETE HAS CURED FOR AT LEAST 10 DAYS.
17. IMMEDIATELY AFTER THE FORMS HAVE BEEN REMOVED, ALL
EXTERIOR FORM BOLTS SHALL BE REMOVED TO A DEPTH OF
AT LEAST I INCH IN51DE THE SURFACE OF THE CONCRETE AND
THE RE5ULTIN6 HOLES OR DEPRESSIONS GLEANED AND FILLED
WITH MORTAR. AFTER THE MORTAR HAS THOROUGHLY
HARDENED, THE ENTIRE F-XP05ED WALL SURFACE SHALL BE
SANDED WITH A POWER SANDER OR OTHER ABRASIVE MEANS
AS REQUIRED TO REMOVE UNSIGHTLY SUL&E5 OR
IRREGULARITIES. THE DECREE OF CARE IN BUILDING FORMS
AND THE CHARACTER OF MATERIAL USED IN FORMWORK ARE
CONTR15UTINS FACTORS IN THE AMOUNT OF SUCH SANDING
AND 6RINDIN6 REQUIRED. THIS 5 URFAGE 5ANDIN6 AND
6RINDIN6 SHALL NOT BE PERFORMED UNTIL AFTER THE
SURFACE HAS BEEN EXPOSED TO THE ELEMENTS FOR A
PERIOD OF 30 DAYS, OR UNTIL A UNIFORM APPEARANCE OF
THE SURFACE CAN BE SECURED.
STRUGTUi ^L NOTES I `^` '''''-0'
YOUNG ENG I NEER I NG SERVICES 52
77-804 WILDCAT DRIVE 5to.C, PALM DESERT, CA. 112211
TEL. 760-360-5-170 FAX: 760-360-57111
To specify your own
special title block here,
use the "Settings" screen
and enter your title block
Information.
Title BENTON LOT 70 Page:
Job # ; 04-1408-1C Dsgnr: EAF Date: FEB 16,2005
Description....
10-0" WALL AT GOLF CART PATH
Retain Pro 6.1f, 01 -October -2004, (c)1989-2004 This Wall in File: cAstructural programs\retain pro 6 1\lot 71
Registration # : RP -1118135 Cantilevered Retaining Wall Design Code: 1997 UBC
Criteria
Retained Height =
6.00 ft
Wall height above soil =
4.00 ft
Slope Behind Wall =
0.00:
Height of Soil over Toe =
.6.00 in
Water height over heel =
0.0 ft
Soil Data
Allow Soil Bearing
= 1,500.0 psf
Equivalent Fluid Pressure
Method
Heel Active Pressure
= 30.0 psf/ft
Toe Active Pressure
= 30.0 psf/ft
Passive Pressure
= 150.0 psf/ft
Soil Density
= 110.00 pcf
FootingIlSoil Friction
= 0.250
Wind on Stem = 14.8 psf Soil height to ignore
for passive pressure = 0.00 in
Surcharge Loads
1,481 psf OK
Surcharge Over Heel -
0.0 psf
Used To Resist Sliding & Overturning
Surcharge Over Toe =
0.0 psf
Used for Sliding & Overturning
ACI Factored @ Toe =
Axial Load Applied to Stem
Axial Dead Load =
0.0 lbs
Axial Live Load =
0.0 lbs
Axial Load Eccentricity =
0.0 in
Design Summary
85.0 psi
Wall Stability Ratios
Lateral Sliding Force =
Overturning =
6.95 OK
Sliding =
1.99 OK
Total Bearing Load =
5,462 lbs
...resultant ecc. =
7.52 in
Soil Pressure @ Toe =
1,481 psf OK
Soil Pressure @ Heel =
340 psf OK
Allowable =
1,500 psf
Soil Pressure Less Than
Allowable
ACI Factored @ Toe =
1,754 psf
ACI Factored @ Heel =
402 psf
Footing Shear @ Toe =
0.0 psi OK
Footing Shear @ Heel =
4.4 psi OK
Allowable =
85.0 psi
Sliding Calcs (Vertical Component NOT Used)
Lateral Sliding Force =
801.9 lbs
less 100% Passive Force = -
229.7 lbs
less 100% Friction Force = -
1,365.6
Added Force Req'd =
0.0 lbs OK
....for 1.5 : 1 Stability =
0.0 lbs OK
L.Footing Design Results
11
Design height
ft=
Toe
Heel
Factored Pressure
= 1,754
402 psf
Mu': Upward
= 0
0 ft-#
Mu': Downward
= 0
0 ft-#
Mu: Design
= 0
2,487 ft-#
Actual 1 -Way Shear
= 0.00
4.37 psi
Allow 1 -Way Shear
= 0.00
85.00 psi
Toe Reinforcing
= None Spec'd
Shear..... Allowable
Heel Reinforcing
= None Spec'd
Eccentricity =
Key Reinforcing
= None Spec'd
0.00 ft
Lateral Load Applied to Stem
Lateral Load = 0.0 #/ft
...Height to Top = 0.00 ft
...Height to Bottom = 0.00 ft
Stem Construction
11
Design height
ft=
Wall Material Above "Ht"
_
Thickness
-
Rebar Size
=
Rebar Spacing
=
Rebar Placed at
=
Design Data
f'c = 2,500 psi Fy =
fb/FB + fa/Fa
=
Total Force @ Section
lbs =
Moment.... Actual
ft-# =
Moment..... Allowable
ft-# =
Shear..... Actual
psi =
Shear..... Allowable
psi =
Footing Dimensions & Strengths
Toe Width =
0.00 ft
Heel Width =
6.00
Total Footing Width =
6.00
Footing Thickness =
15.00 in
Key Width _...
0.00 in
Key Depth =
0.00 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
Special Inspection
Adjacent Footing Load =
0.0 lbs
Footing Width =
0.00 ft
Eccentricity =
0.00 in
Wall to Fig CL Dist =
0.00 ft
Footing Type
Line Load
Base Above/Below Soil
Masonry Block Type =
_
at Back of Wall -
0.0 ft
Sp tem
Stem OK
4.00
Masonry
8.00
# 5
48.00
Center
0.522
119.4
277.4
531.5
2.9
38.7
Lap Splice if Above
in=
30.00
Lap Splice if Below
in=
30.00
Wall Weight
psf=
78.0
Rebar Depth 'd'
in=
3.75
Masonry Data
f'm
psi=
1,500
Fs
psi =
24,000
Solid Grouting
=
Yes
Special Inspection
=
Yes
Modular Ratio 'n'
=
25.78
Short Term Factor
=
1.000
Equiv. Solid Thick.
in =
7.60
Masonry Block Type =
Medium Weight
Concrete Data
f'c
psi =
Fy
psi =
Other Acceptable Sizes & Spacings
Toe: Not req'd, Mu < S * Fr
Heel: Not req'd, Mu < S * Fr
Key: No key defined
2nd
Stem OK
0.00
Masonry
12.00
# 5
24.00
Edge
0.605
595.6
1,554.3
2,569.1
6.0
38.7
30.00
10.50
124.0
9.00
1,500
24,000
Yes
Yes
25.78
1.000
11.60
To specify your own Title BENTON LOT 70 Page:
special title block here, Job # 04-1408-1( Dsgnr: EAF Date: FEB 16,2005
use the "Settings" screen .Description....
and enter your title block 10-0" WALL AT GOLF CART PATH
Information.
Retain Pro 6.1f, 01 -October -2004, (c)1989-2004 This Wall in File: c:\structural programs\retain pro 6 1\lot 71
Registration#:RP-1118135 Cantilevered Retaining Wall Design Code: 1997 UBC
Summary of Overturning & Resisting Forces & Moments
.....OVERTURNING..... .....RESISTING.....
Force Distance Moment Force Distance Moment
Item lbs it ft-# lbs ft ft-#
neer Acuve rressure =
Toe Active Pressure
Surcharge Over Toe =
Adjacent Footing Load =
Added Lateral Load =
Load @ Stem Above Soil =
788.4 2.42 1,905.4
-45.9 0.58 -26.8
59.4 9.25 549.1
Total = 801.9 O.T.M. = 2,427.7
Resisting/Overturning Ratio = 6.95
Vertical Loads used for Soil Pressure = 5,462.3 lbs
Vertical component of active pressure NOT used for soil pressure
Soil Over Heel = 3,300.0 3.50 11,550.0
Sloped Soil Over Heel -
Surcharge Over Heel =
Adjacent Footing Load =
Axial Dead Load on Stem =
0.00
Soil Over Toe
_
Surcharge Over Toe
Stem Weight(s) =
964.0
0.42
Earth @ Stem Transitions=
73.3
0.83
Footing Weight =
1,125.0
3.00
Key Weight
Vert. Component =
247.5
6.00
Total =
5,709.8 lbs
R.M.=
404.0
61.1
3,375.0
16,874.9
14.84psf
AA
Pp= 229.69#
788.44#
FFFFW339.M63psf
1481.1 psf
8.in Mas w/ #5 @ 48.in o/c
Solid Grout, Spc Insp
12. in Mas w/ #5 @ 24. in o/c
Solid Grout, Spc Insp
Designer select
#0@18.1n all horiz. reinf. 6'-0"
@ Heel See Appendix A
6'-0"
M5 VERTICAL
at 48' o%
04 HORIZONTAL
at 48° o%
¢. BAR -C 8'
W FROM 12" GMU —
PAGE TO 0d. OF BAR
P.G.
CMU, FULLY GROUTED
TEs SPECIAL INSPECTION REQUIRED
4
Pb.
WATERPROOFING AS PER 4
ARCHITECTURALS
o
x -----IBLOGK TRANSITION GROUT GAP
VERTICAL at 24° o%
•IZ' CMU, FULLY GROUTED
NOTES SPECIAL INSPECTION REQUIRED Q
0
4 HORIZONTAL at 24- o%
4•0 PHQF. DRAIN
PIPE SURROUND WITH
I GU. PT.
SLOPE IS TO DAYLIGHT
OR APPROVED DRAINAGE
DEVICE SEE CIVIL DRAWINGS
DONT. FOOTING w/
05 at IZ' o% EA. WAY
TOP AND BOTTOM
W
k
b'-0'
10'-0' PARTIAL MWAIMIN6, MALL,
YOUNG ENGINEERING 5ERVICESso
T/ma M • CAT Sf1A! M.l. -Y Y 1fMr J lYNI