PMT16-02918 City of Menifee Permit No.: PMT16-02918
29714 HAUN RD. Type: Commercial Electrical
<A-CCIELA> MENIFEE, CA 92586
MENIFEE Date Issued: 09/08/2016
P E R M I T
Site Address: 27159 NEWPORT RD, MENIFEE, CA Parcel Number: 360-050-025
construction cost: $500.00
Existing Use: Proposed Use:
Description of TEMP EVENT-THE PUMPKIN PLACE PUMPKIN PATCH CT 2 30'x 30'TENTS
Work: INSTALL 200ATEMP POWER POLE FOR PUMPKIN PATCH, ERE
Owner Contractor
MICHAEL CLEARY
30746 EARLY ROUND DRIVE
CANYON LAKE,CA 92587
Applicant License Number.,
MENIFEE, CA
Fee Description Oty Amount
Building Permit Issuance 1 27.00
Inspections not specified 129 129.07
Additional Plan Review Building 129 129.07
GREEN FEE 1 1.00
$286.14
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.
Page'I of 1
AA.l31dg_Parrn1t Template.rpt
rity ut menifee
Ling SCE Pole Building & Safety Dept.
CDO SEP 0 1 2016
Received
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Rivers APPROVAL
de 614ty Fir
0 f the? -OLPartment
C) By: '
CD Marshal -Z
Co The approval Of 1 11/6
0 . �p d specillca .
N permit the viola ,ans an —
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0 OF any requireme u
1-Ocal Ordinan GmoiFS7 ' Ity
accpssiblean Fes.Constm n sh.11 ain Or any
z,PrOved by "eXOOSed fo
the fin�De Inspe r
_U ent. ses Until
7/2112016 2:2759PM
2
&Won& Nader Structural Group
CONSULTING ENGINEERS
1150E. Orangethrope, #111A
Placentia,Ca 92870
Tel. (714) 993-2412 Fax (714) 993-7289 >.%
E-mail: arastegari@sbcglobal.net
city Ot tl"nii(.. opt.
. & saiety
13uWing
SEP
'aceived
Project:
30'x3O' TENT CD
Pr2ject Address:
Newport Rd. & Bradley Rd. C
Menifee, CA I
C1111 OF MENIFEE a9
BUILDING AND SAFETY DEPARTMENT
PLAN APPROVAL
REVIEWED B
DATE
*Approval of these plans shall not be construedto be a pemitfor,oran
approval of,any violation of anyprovisions.of the federal,state orcity
Project No.: 450-16 regulations and ordinances. This set of approved plans I tonthe
.................... jobsite until completion. FESS/Ov
Date: B-16-16 R
....................
No. 332
REVISION XP. 3/31/18
OF CA0
NAD R E. RAS Af�l P.E.
SHEET:
JOB NO: 450-16
DATE: 8- 16-16
X
c I D n
Ln
C)OID.ft! I
ELEVATION
(N.T.S.)
xx
30 0
PLAN VIEW
TN T S—)
13i x=3V
SHEET: '2 - 0
JOB NO: 450-16
DATE: 8-16-16
2'-0 0
c)
CORNER POST PLAN INTERMEDIATE POST PLAN
1 " Wide Nylon
I Wide Nylon Webbing Strap.
Webbing Strap,
CORNER POST INTERMEDIATE POST
ANCHORAGE DETAILS
SHEET: 3 . 0
JOB NO: 450-16
DATE: B-16-16
1 " WIDE NYLON
WEBBING STRAP. STEEL EARTH ANCHOR
(STAKE)
1 "0 X 42" LONG
THROUGH ASPHALT INTO
EARTH.
------------------
-------------------- 0
FRAME TENT
ALUMINUM LEG >�
TYP., AROUND
PERIM.
2'-0
4p .
j L I
NSG SHEET:
JOB NO:460-16
TENT DESIGN FOR WIN
WIND PARAMETERS
Pwd=PS30WA= 14.50 psf
A= 1.26 Exposure=C
P830= 9.6 Wind Speed 11 Omph 1-1=130,
Height=18 ft E:1
Dead Load of Tent+Columns=7psf
UPLIFT
Total Uplift Pu = Ll'L2.PWIND 13050 lbs Ll= 30 ft
Dead Load 6300 lbs L2= 30 ft
Net Uplift= 6750 lbs
Total Stakes = (2)at each Corner and(1)at each intermediate Distance.
= 12 Posts
Uplift at Each Post = Total Uplift/total post
423 lbs
USE 1"Dia. X 42" Long Stake Anchor
(2) AT EACH CORNER POST & (1) AT INTERM.