BPOL2017-0049 Revision 1Bin#
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City of La Quinta ,
Building & Safely Division
78-495 Calle Tampico
La Quinfa, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sht et
Permit#
�P X11
Project Address: O / YS
o / Q�_ ezol
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Owner's Name: �Z,ZK;�
A.P. Number
Address: 72k — / W q, /_/�1-5 e
Legal Description:
City, ST, Zip:
Contractor: /
Telephone:
Address:
Project Description:
City, ST, Zip:
Telephone:
State Lic. #: 71ef! //
city Lic
!
Arch, Engr., Designer:
.
Address:
City, ST, Zip:
Telephone:
Construction Type:
Occupancy:
State Lic. #:
Proj. Type
New
Add'n
Alter,
Repair
Demo
Name of Contact:
SgFt:
#Stories
# Units:
Telephone of Contact:
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 for corrections
Plan Check Deposit:
Truss Calcs
Called Contact Person
Plan Check Balance:
Title 24 Cales
Plans Picked Up
Construction:
Flood Plain Plan
Plans Resubmitted
Mechanical:
Grading Plan
2nd Rev, Ready for corrections /
Electrical:
Subcontractor List
Called Contact Person
Plumbing:
Grant Deed
Plans Picked Up
S.M.I.
HOA Approval
Plans Resubmitttd
Grading
IN-HOUSE'
3rd Rev, Ready for corrections /
Developer Impact Fee
Planning Approval
Called Contact. Person
A.I.P.P.
Pub. Wks. Apps
Date of permit issue
School Fees
Total Permit Fees
A.
6s..
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MATERIAL NOTES:
1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN CONFORMANCE
WITH THE LATEST ADOPTED EDITION OF THE CBC/IBC.
2. CONCRETE BLOCK SHALL BE NORMAL WEIGHT UNITS (135,PCF), CONFORMING TO
CBC/IBC SEC. 2103, AND ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE'A
DESIGN STRENGTH OF I'm = 1500.psi.
3. LAY CONCRETE MASONRY UNITS IN A RUNNING BOND.
4. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH f'c=2,000
PSI.
5. MORTAR SHALL BE TYPE M WITH Cc = 1800 psi AND SHALL CONFORM -TO
CBC/IBC SEC. 2103 & ASTM C 270.
6. CONCRETE TO. BE IN CONFORMANCE WITH CBC/IBC CHAPTER 19 & SHALL HAVE
A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS.
7. SHOULD PROVISIONS FOR SEVERE SULFATE EXPOSURE BE REOUIRED BY THE
PERMITTING AGENCY, CONCRETE IN . CONTACT WITH SOIL SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 4,500 P.S.I. TYPE V CEMENT, AND A
WATER/CEMENT RATIO OF 0.45.
8. CEMENT SHALL CONFORM TO ACI 318, SECTION 3.2, ASTM C 150.
9. WATER USED IN GROUT, MORTAR, AND CONCRETE SHALL BE' CLEAN AND FREE
FROM DELETERIOUS SUBSTANCES.
10. KEEP CONCRETE DAMP CONTINUOUSLY FOR 1.4 DAYS.
11.. NO ADMIXTURES OF ANY KIND ARE ALLOWED WITHOUT APPROVAL FROM THIS
OFFICE PRIOR TO CONSTRUCTION.
12. ALL REINFORCING BARS SHALL BE COMPLETELY EMBEDDED IN MORTAR OR
GROUT AND SHALL HAVE A COVER OF NOT LESS THAN 2 INCHES.
13. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM
A615 GRADE 40 FOR y4 BARS AND SMALLER, AND GRADE 60 FOR y5 BARS
,AND LARGER.
14. LAP SPLICES TO BE 24" MINIMUM OR AS SPECIFIED.
15. THE CONTRACTOR SHALL BE RESPONSIBLE 'FOR SHORING AND PROVIDING
BRACING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO
WHICH THE STRUCTURES AND SUPPORTING SOIL MAY BE SUBJECTED.
CONSTRUCTION NOTES:
1. THIS PLAN DEPICTS THE WATER FEATURE IN A COMPLETED STATE ONLY. THE
WATER FEATURE INSTALLER IS RESPONSIBLE FOR JOB SITE CONDITIONS AND
THE SAFETY OF ALL PERSONS AND PROPERTY DURING THE COURSE OF
CONSTRUCTION'.
12"
THICK
�— PRECAST CONCRETE
CAP BY OTHERS
r , 5
#4 BARS CONTINUOUS
,16" O.C. (HORIZ.)
7. TYP. IN C.M.U.
12" C.M.0 i
#5 BARS @ 8" O.C.
TYP. S
r 1
#4 BARS CONTINUOUS
12 O.C. (HORIZ.)
TYP. IN CONC.
WATERPROOFING)
I .
LENGTH
j1 r #4 BARS ® 12" O.C.
_J
d + d ; 6" MIN.
--j EMBED.
SUMP PUMP & PLUMBING
#5 BARS ® 8"
O.C., EA. WAY 11" MIN. EMBED.
qt 4'-6" PROVIDE STO.
FTC. 90' HOOK, ALTERNATE
FOOTING TO BE 12" MIN. HOOKS
INTO UNDISTURBED SOIL OWL HEIGHT: 9'-0-.
or 90% COMPACTED FILL.
N.T.S. • , ,
6" EMBED. W/
STD. 90' HOOK,
TYP.
OB PLAN .VIEW.
N.T.S.
BY OTHERS, MAINTAIN t"
• CLR. MIN. AROUND PIPE
t2" 12"
MAX. MIN. STD. 90' HOOKS
— — — — TYP.
REINFORCING DETAILS: 24" MIN. LAP
d O�ti (1 Y2)d CLR: OR BARS U.O.N., ALTERNATE1.
MAY BE IN CONTACT IF . BEND EVERY
WIRED TOGETHER OTHER BAR
d
0= BEND DIAMETER
HOOK DETAIL 6d FOR #3 THROUGH #8 BARS
8d FOR #9 THROUGH #Ii BARS
O�
ALTERNATE POSITION OF
SUCCESSIVE TIE SPACING
0 9=
0XTO
TIE DETAILNOTE: FOR SIZE & SPACING TIES AND/OR STIRRUPS REFE
SECTIONS, DETAILS, AND/OR PLANS.
(1 Y�)d CLR. OR BARS 24" MIN. LAP
MAY BE IN CONTACT IF U.O.N.
WIRED TOGETHER
d
(1 Y2)d CLR.. OR BARS 24" MIN.. LAP
MAY BE IN CONTACT IF U.O.N.
WIRED TOGETHER
LAP DETAIL
40 BAR DIA. ALL BARS' MASONRY
54 BAR DIA. b8 THROUGH #9 BARS CONC.
40 BARS DIA. #6 THROUGH #7 BARS CONC
O SUMP PUMP
N.T.S.
REINFORCEMENT
PER DETAIL 'A'
DESIGN CRITERIA
WALL DESIGNED PER
2016 C.B.0 AND 2015 I.B.C.
WITH STATE AMENDMENTS
ACTIVE PRESSURE: 45 P.C.F. (LEVEL)
FRICTION: 0.25.
BEARING PRESSURE: 1500 P.S.F.
C Ty
i O ILLI
AF
FOR
SHEAR KEY DOWNSLOPE CONDITION
FIRST COURSE MAY BE SET IN WHERE 'h' IS TOTAL
FWnNG OR USE SNEAK KEY HEIGHT OF SLOPE.
AS SWWN BELOW
WALL cZ
NOTCH & FILL
FOOTING CL
N =me=.lu 1u=i
—T11`
a a h/3
TO DAYLIGHT
5' MIN., OR PER
SOILS ENGINEER
)A
J.N. #.17-0552
.......----
PRO) AO
SI
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O_
JOB �:
17-0552
a�Occ�
09/01/2017
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j1 r #4 BARS ® 12" O.C.
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--j EMBED.
SUMP PUMP & PLUMBING
#5 BARS ® 8"
O.C., EA. WAY 11" MIN. EMBED.
qt 4'-6" PROVIDE STO.
FTC. 90' HOOK, ALTERNATE
FOOTING TO BE 12" MIN. HOOKS
INTO UNDISTURBED SOIL OWL HEIGHT: 9'-0-.
or 90% COMPACTED FILL.
N.T.S. • , ,
6" EMBED. W/
STD. 90' HOOK,
TYP.
OB PLAN .VIEW.
N.T.S.
BY OTHERS, MAINTAIN t"
• CLR. MIN. AROUND PIPE
t2" 12"
MAX. MIN. STD. 90' HOOKS
— — — — TYP.
REINFORCING DETAILS: 24" MIN. LAP
d O�ti (1 Y2)d CLR: OR BARS U.O.N., ALTERNATE1.
MAY BE IN CONTACT IF . BEND EVERY
WIRED TOGETHER OTHER BAR
d
0= BEND DIAMETER
HOOK DETAIL 6d FOR #3 THROUGH #8 BARS
8d FOR #9 THROUGH #Ii BARS
O�
ALTERNATE POSITION OF
SUCCESSIVE TIE SPACING
0 9=
0XTO
TIE DETAILNOTE: FOR SIZE & SPACING TIES AND/OR STIRRUPS REFE
SECTIONS, DETAILS, AND/OR PLANS.
(1 Y�)d CLR. OR BARS 24" MIN. LAP
MAY BE IN CONTACT IF U.O.N.
WIRED TOGETHER
d
(1 Y2)d CLR.. OR BARS 24" MIN.. LAP
MAY BE IN CONTACT IF U.O.N.
WIRED TOGETHER
LAP DETAIL
40 BAR DIA. ALL BARS' MASONRY
54 BAR DIA. b8 THROUGH #9 BARS CONC.
40 BARS DIA. #6 THROUGH #7 BARS CONC
O SUMP PUMP
N.T.S.
REINFORCEMENT
PER DETAIL 'A'
DESIGN CRITERIA
WALL DESIGNED PER
2016 C.B.0 AND 2015 I.B.C.
WITH STATE AMENDMENTS
ACTIVE PRESSURE: 45 P.C.F. (LEVEL)
FRICTION: 0.25.
BEARING PRESSURE: 1500 P.S.F.
C Ty
i O ILLI
AF
FOR
SHEAR KEY DOWNSLOPE CONDITION
FIRST COURSE MAY BE SET IN WHERE 'h' IS TOTAL
FWnNG OR USE SNEAK KEY HEIGHT OF SLOPE.
AS SWWN BELOW
WALL cZ
NOTCH & FILL
FOOTING CL
N =me=.lu 1u=i
—T11`
a a h/3
TO DAYLIGHT
5' MIN., OR PER
SOILS ENGINEER
)A
J.N. #.17-0552
.......----
PRO) AO
SI
WITH ENGINEERS
REO INK ON PLAN.
JOB �:
17-0552
DATE:
09/01/2017
CALCS BY:
J.C.
DRAWN BY:
J.C.
CHECKED BY:
T.L.L:
9'-0" WATER FEATURE WALL
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