PMT16-00408 City of Menifee Permit No.: PMT16-00408
29714 HAUN RD. Type: Commercial Addition
1/ACCEL/� MENIFEE, CA 92586
"""""4Szk.— MENIFEE Date Issued: 03/14/2016
PERMIT
Site Address: 29232 ESCALANTE RD, MENIFEE, CA Parcel Number: 351-020-D49
92587 Construction Cost: $20,340.00
Existing Use: Proposed Use:
Description of INSTALL FREESTANDING 18'X 27'CANTALEVER COVER
Work: *REVISION-FOOTINGS"5/1/16
Owner Contractor
CANYON HEIGHTS ASSOCIATION SHADE STRUCTURES INC
31608 RAILROAD CANYON RD 8505 CHANCELLOR ROW
MENIFEE,CA 92587 DALLAS,TX 75247
Applicant Phone:2149059500
HEATHER KEARNEY License Number:989458
SHADE STRUCTURES INC
8505 CHANCELLOR ROW
DALLAS, CA 75247
Fee Description Oft Amount IS)
Building Permit Issuance 1 27.00
Deck/Patio, non-standard 1 133.00
GREEN FEE 1 1.00
SMIP COMMERCIAL 1 6.00
General Plan Maintenance Fee-Building 1 6.65
$173.66
The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and
specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other
ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six
months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be
forfeited.
AA_Bldg_Pennit_Tempiate.rpt Page 1 of 1
Company USA Shade and Fabric Structures April 20,2016
Designer
Job Number : Footing 1 -N8 Checked By:
Sketch bit;ref t4onifcc
2.75 ft x Building a Safety Dept.
A B APR 2 5 2016
x
r,
R
N x
N
_ C
v
D C 5.5 ft D C
Details
A ^x B
#5@6 in
c�
m
x
Li
z '^
c
a
N
t+ #5@6 in T
D t \i
x Dir. steel: 3.37 in2 (min)(11 #5) m D Footing Elevation C
z Dir.Steel: 3.37 In (min)(11 #5)
Bottom Reber Plan CITY OF MENIFEE
BUILDING AND SAFETY DEPARTMENT
PLAN APPROVAL
REVIEWED
NAY 0 12016
�Y
DATE 1
'Approval of these plans shall not be construed to be a permit for,oran 1
approval of,any violation of any provisions of the federal,state or city
regulations and ordinances. This set of approved plans must be kept on the
jobsite until completion.
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11
Company USA Shade and Fabric Structures April 20, 2016
Designer
Job Number : Footing 1 -N8 Checked By:
A B
#5@6 in
x
Lq
in
#5@6 in
DI IG.
5.5 ft
x Dir. Steel: 3.37 in (min)(11 #5)
z Dir. Steel: 3.37 in' (min)(11 #5)
Top Rebar Plan
Geometry, Materials and Criteria
Length :5.5 ft eX :0 in Net Allowable Bearing :1.5 ksf(net) Steel fy :60 ksi
Width :5.5 ft eZ :0 in Concrete Weight :.145 k/ftA3 Minimum Steel :.0018
Thickness :54 in pX :.001 in Concrete fc :2.5 ksi Maximum Steel :.0018
Height :0 in pZ :.001 in Design Code :ACI 318-11
Rot.Angle :Orient to Column
Footing Top Bar Cover :3 in Overturning/Sliding SF :1.5 Phi for Flexure :0.9
Footing Bottom Bar Cover :3 in Coefficient of Friction :0.3 Phi for Shear :0.75
Pedestal Longitudinal Bar Cover :3 in Passive Resistance of Soil :0 k Phi for Bearing :0.65
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