08-1680 (CCOM) Structural CalcsEl
Bin #
I
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 #
'
Project Address: ✓;
Owner's Name: '
A. P. Number:
Address:
Leg escription:
City, ST, Zip:
Contractor:
lephone:
Address:
Pr •ect Description:
City, ST, Zip:
o 4 .
Telephone:
State Lic. # :
City Lic. #:
Arch., Engr., Designer:
ddress:
City, S , •
Telephone:
State Lic. #:
Name of Contact Person: 9041kjm
AU eTelephone
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.:
#Stories:
#Units:
# of Contact Person: 71-0• Z • SZ 7 4
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Plan Sets
tD
Plan Check submitted
Item Amount
Structural Catcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cates.
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2aa Review, ready for correction 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:-
Sri 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
lad
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Job Sheet No. 3�
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STRUCTURAL & EARTHGUAKE ENGINEERS
Job_ Sheet No. 14D
Job NumberhAIOLD01b4-8 Calc. ByV4=V Date-118)10--)-
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Cc�2005 Cnnvrinht Mlvamntn Intarnatlnnal Inr.
Marr Shaffer & Miyamoto
Consulting Structural Engineers, Inc.
Job: Eisenhower
Job No.: AU0601048
Stability check for overturning and sliding at pad footing for:
Parking Canopy Footing
By: KLO
Page: !jV
Date: 7/18/2007
Axial, P DL 22.032 k P
Shear (ser), V 6.06 k M
Mom (ser), M 57.6 k-ft
Surcharge 0 psf V
Ftg width 3 ft Ftg A 24 ft^2
Ftg length, L 8 ft Ftg S 32 ft^3
Ftg depth 24 in Ftg Vol 48 ft^3
Axial DL Factor 0.67 q°
Friction Factor 0.25 3x
Passive Pressure 300 pcf L
Overturning:
OTM
70
k-ft
Soil
P/A
1218 psf
DL
RM
M/S
2179 psf
Axial
22.0
88
x
1.61 ft
Ftg
7.2
29
3x
4.84 ft
Soil Surch
0.0
0
29.2
117
qo
4022 psf
OT SF=
1.12
net qo
3722 psf (w/o ftg wt)
ok
Sliding:
Reduction
Friction
7.31
1.00
7.31
Passive
1.80
1.00
1.80
9.11
Sliding SF=
1.00
ok
260P"+ CAPDMOWP(L -k of "VTj- oV 3
X I3 1rJGA S CISKM.1e .
+ Vs = Selo C254-
Parking Canopy
M
_.,14
z
:; 4
EI
14 in
Q
Plain Base Plate Connection
-
Base Plate Thickness
: 1. in
Base Plate Fy -
: 36. ksi
Bearing Surface Fp
: 2.8 ksi
Anchor Bolt Diameter
: 1. in
Anchor Bolt Material
: A307
Anchor Bolt Fu
: 60. ksi
Column Shape
: TU8X8X4
Design Code
: AISC ASD 9th
Bearing Pressure
Maximum Bearing 3.291 ksi .
Max/Allowable Ratio .882 UBC (12-13)
(ABIF = 1.333)
3.291
(ksi)
0.
Base Plate Stress
Maximum Stress 32.7 ksi
Max/Allowable Ratio .909 UBC (12-13)
(ASIF = 1.333)
32.7
(ksi)
0.
Anchor Bolts
Bolt X in Z in Tens.(k) Vx k Vz k Ft ksi Fv ksi Unity
Combination
1
1 5.5
5.5
15.509
-.75
.0.
N.A.
N.A.
N.A.
UBC 12-13
2
-5.5
5.5
15.509
-.75
0.
N.A.
N.A.
N.A.
UBC 12-13
3
5.5
-5.5
15.509
.75
0.
N.A.
N.A.
N.A.
UBC 12-13
4
-5.5
-5.5
15.509
.75
0.
N.A.
N.A.
N.A.
UBC (12-13
Loads
P (k) Vx (k) Vz (k) Mx (k-ft) Mz (k-ft) Reverse
DL
4.5
No
LL
6.5
No
WL
3.
28.8
Yes