PMT14-01234 City of Menifee Permit No.: PMT14-01234
29714 HAUN RD.MENIFEE, CA Type: Commercial New
so-Mm«rns 3ornx" MENIFEE Date Issued: 04/13/2015
PERMIT
Site Address: 25010 NORMANDY RD, MENIFEE, CA Parcel Number: 358-090-025
92584 Construction Cost: $145,000.00
Existing Use: Proposed Use:
Description of U/G CONDUIT/SITE ELECTRICAL ONLY ISSUED 12/11/2014-CTC
Work: OVERALL SITE LIGHTING(52), (2)TOT LOTS ADA REQUIREMENTS
3/5/15 REVISED LT STD FTGS APPROVED, 4/1/15 3-FTGS REVISED @ PARKING AREA
Owner Contractor
SUTTER MITLAND 010 LLC BROOKFIELD LOS ANGELES BUILDERS INC
3090 BRISTOL ST#200 12265 EL CAMINO REAL STE 180
COSTA MESA, CA 92626 SAN DIEGO, CA 92130
Applicant Phone: 7144276868
MENIFEE, CA License Number: 960237
Fee Description QtV Amount l$1
Building Permit Issuance 1 27.00
Inspections not specified 516 516.28
1i at°,I a �B di
Additional Plan Review Building 259 259.40
t tf.
Additional Plan Review Building 148 148.37
GREEN FEE 1 6.00
P'C�iv1�E�R�Lf'A°,: .. .:.. -•:. .,> ,: ., ..� a, ,�. :,. �_.. ,... 1.0,0:,
$2,557.27
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 slated,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_Bidg_Permit_Template.rpt Page 1 of 1
City Of Menifee
LICENSED DECLARATION
I hereby affirm under penalty or perjury that I am licensed under provisions of ❑ I, as owner of the property an exclusively contracting with licensed
Chapter 9(commencing with section 7000)of Division 3 of the Business and contractors to construct the project(Section 7044, Business and Professions
Professions Code and my license is in full force and effect. Code:The Contractor's License Law does not apply to an owner of a property
License Class License No. who builds or improves thereon, and who contracts for the projects with a
Expires Signature licensed contractor(s)pursuant to the Contractors State License Law).
WORKERS'COMPENSATION DECLARATION
❑ I am exempt from licensure under the Contractors'State License Law for the
❑ I hereby affirm under penalty of perjury one of the following declarations: following reason:
I have and will maintain a certificate of consent of self-insure for workers' By my signature below 1 acknowledge that, except for my personal residence in
compensation,issued by the Director of Industrial Relations as provided for by which I must have resided for at least one year prior to completion of
Section 3700 of the Labor Code, for the performance of work for which this improvements covered by this permit, I cannot legally sell a structure that I have
permit is issued.
Policy# built as an owner-building if it has not been constructed in its entirety by licensed
contractors. I understand that a copy of the applicable law, Section 7044 of the
❑ 1 have and will maintain workers' compensation insurance, as required by Business and Professions Code,is available upon request when this application is
section 3700 of the Labor Code, for the performance of the work for which this submitted or at the following Web site:http'//www.leginfo.ca.gov/calaw.html.
permit is issued.My workers'compensation insurance carrier and policy number are:
Carrier Property Owner or Authorized Agent Date
Expires Policy#
Name of Agent Phone# ❑ By my Signature below, I certify to each of the following: I am the property
owner or authorized to act on the property owner's behalf. I have read this
(This section need not be completed if the permit is for application and the information I have provided is correct. I agree to comply
one-hundred dollars($100)or less) with all applicable city and county ordinances and state laws relating to building
construction.I authorize representatives of this city or county to enter the above-
El I certify that in the performance of the work for which this permit is issued,I identified property for the inspection purposes.
shall not employ any persons 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 Property Owner or Authorized Agent Date
Code, I shall forthwith comply with those provisions.
City Business License#
Date; Applicant;
WARNING: FAILURE TO SECURE WORKERS' HAZARDOUS MATERIAL DECLARATION
COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND
CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS WILL THE APPLICANT OR FUTURE BUILDING
($100,000), IN ADDITION TO THE COST OF COMPENSATION, AYES OCCUPANT HANDLE A HAZARDOUS MATERIAL OR A
DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE MIXTURE CONTAINING A HAZARDOUS MATERIAL
LABOR CODE, INTEREST,AND ATTORNEYS FEES - ❑NO EQUAL TO OR GREATER THAN THE AMOUNTS
CONSTRUCTION LENDING AGENCY SPECIFIED ON THE HAZARDOUS MATERIALS
I hereby affirm that under the penalty of perjury there is a construction lending INFORMATION GUIDE?
agency for the performance of the work which this permit is issued (Section WILL THE INTENDED USE OF THE BUILDING BY THE
3097 Civil Code) APPLICANT OR FUTURE BUILDING OCCUPANT REQUIRE
Lender's Name ❑YES A PERMIT FOR THE CONSTRUCTION OR MODIFICATION
FROM THE SOUTH COAST AIR QUALITY MANAGEMENT
Lender's Address ❑NO DISTRICT(SCAQMD) SEE PERMITTING CHECKLIST FOR
OWNER BUILDER DECLARATIONS GUIDE LINES
I hereby affirm under penalty of perjury that I am exempt from the Contractor's PRINT NAME:
License Law for the reason(s)indicated below by the checkmark(s)I have placed ❑YES WILL THE PROPOSED BUILDING OR MODIFIED FACILITY
next to the applicable items) (Section 7031.5. Business and Professions Code: BE WITHIN 1000 FEET OF THE OUTER BOUNDARY OF A
Any city or county that requires a permit to construct, alter, improve, demolish, ❑NO SCHOOL?
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 Contractor's State License Law(Chapter 9 (commencing with I HAVE READ THE HAZARDOUS MATERIAL
Section 7000)of Division 3 of the Business and Professions Code)or that he or AYES INFORMATION GUIDE AND THE SCAQMD PERMITTING
she is exempt from licensure and the basis for the alleged exemption. Any CHECKLIST. I UNDERSTAND MY REQUIREMENTS
violation of Section 7031.5 by any Applicant for a permit subjects the applicant to ❑NO UNDER THE STATE OF CALIFORNIA HEALTH AND SAFETY
a civil penalty of not more than($500).) CODE, SECTION 25505 25533 AND 25534 CONCERNING
❑ I, as owner of the property, or my employees with wages as their sole HAZARDOUS MATERIAL F}EPORI ING.
compensation,will do( )all of or( ) porting of the work, and the structure is PROPERTY OWNER ORAUTHORIZED AGENT
not intended or offered for sale.(Section 7044,Business and Professions Code;
The Contractor's State License Law does not apply to an owner of a property X
who, through employees' or personal effort, builds or improves the property,
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 it was not built or improved for the
purpose of sale).
s
CITY OF MENIFEE
BUILDING AND SAFETY DEPARTMENT
PLAN APPROVAL
Ma4d�
rch '�. ?0I�
rc Lee-niI REVIEWS APR 0- DXfE
i-l197 Pacilii ( oaM Ili�h�t a� tinr. _' iU °
Manzi Point.( A 92A24
p: (e.1e)a t;-1 i4a *A*" these plans shall not be construed to be a permit for,or an
c hceu,n,pine.nel app W1114myviolationofanyprovisionsofthefederal,stateorcity
regula� wil
l d ordnances. This set of approved plans must be kept on the
\udie fvlurpM It;utch 1 Kt' I ighl Standard A - \ ,111dc,e;gm I�d.n; jobsltelalleaeipklkn.
I ;md
1111A IN 1014 SNll'
Dear Leslie.
At tour request. %�e have prepared Ih: loll(m nl;- Ieflar to pro%ide additional inlon»ation and'or clarification
liar ahot e referenced proieci.
0). Pro\Ide JIM Mule nm*u'ui lien detail lot I i_hl standard '1' ul iliting a ,hallo\\ spread looting in
order it, hence ucconunodate the field candill m.13 I(IlallUn,). Sec attached electrical panial site plan
for approviITMIC ItW:IIion. ul the aI'tcrIr,I pole,(In of hers).
A). Meter to attached [Mail A lot'ahol'IRnc tonsinlclion detail. is requeaed.
if tou have an\ question,. plc&.c call nlc at Iv lot I t; Sn\II r\tension 305.
Sincerely.
Patel Boric,K A„oeiaies. lot..
Anthom W < little. P I
, .ii„d.enin. 1A nisi i n.i.l and,ri.-ii i .n i .. .I,;,(•,
1If1lJ 1}I4�'j�]�'
t
office Copy
PROJI I AUDIF MURPHY RANCH
LANDSCAPE DETAILS
LIGHT STANDARD 'A' ALTERNATE
JOB NO 1014 SIAP
PRO,) EWER AC
SCALL N.T.S
Ih DATE 03/24/15
AS;UMPTIONS
i !L: BAND 5PQ0 iH1 MPH, EXP c
qwwma IATERAL SOH PRESSURE 300 pd
ALLOWABLE %L OWN', PRESSURE 70`10 pit (3000 pM MAX)
f tXTUI WITH EPA , j Si!—
Stf, ARCH FOR CONNO'PAT 1111
PULE, BASE PILATE.—-
VIP ANCHOR RGEn
By oTkERS
fi MIN
IL
MIN qittpN. W/ VANUNRtj
H,NIK At HOTIOV
MIN 3-#3(-)Af WHIIJU LOP-
ANO k3 di N R.i. lcP 'h— CLA
ROMI t13,THOCKS ON LULS, WP
T rb
It
K
4, 1 QuARf PA'S CHUCK MIN
COI PAD
W/ 6-05 Sr TOP
AND OOITOM EACH WAY
06K POLE BASE
JUII ALTERNATE
Non
a(jqstrainEjd,paje footing per 2013 CBC 1807.3.2.1
Wind load parameters:
Speed 110 mph, Exp C
0.00256 x K, Y, K:j x K, x V"x 0.6 (converted to ASD level)
13.4 psf
NOTE: F = q, x G x C x A, {per ASCE 7-10, 29.4). See table below
WIND LOAD ON SUPPORTED AREA
Description Ave. Ht. (ft.) Area (s.f.) 41 �psf) G Cr Load (lbs)
Fixture 22 2.59 13.4 0.85 1.8 53
Pole —11 11 --13.1 D.85 1.8 226
Base/Pedastal 4 8 22.41 O.851 1,51 228
Totals: 37 21.59
Weighted �hj---90—fe-e�t Total F= 507 lbs/p(
(-�f is froi-n-ASCE.7-10-flgALrt-L%.4-1)
Applied moment to base:
507 11) K 9.7 feet = 4,918 lb fir 4.92 k-ft
See attached calculations for design of fooring with applied moment
Fooling 1011r]h f. 1,11,W ',,M I,j auu list
k uotmit width h1k I I ."I. , I ill, 11n1
F i'!w, st 16 la,6f
Farthing weight ;,sou nd
Footing sedim"Modulus 75 0- [fictioll
Rioting area 21J 7F vi filf'I o pemeill
Added I nod, want
iflesultinq M(Kip x III
Id
u
0 7 E iEargIULkakC t �di 1 4,9119
rqu@gan 16-.9frqr_n 6115 3__ Q FL
L_L _ __
Total P 4 at) lip,
Total M it I I') Kill x III,:
EmIriliwity 1 0" lest
01'M Stability Ratio kit'joli,ji3O l ije),Op III
Bearing Cate Pie w lfstlI'l I L' t
1 7,11 R �y i� e!, 1111))vilaire�L'x 3 x I DRiq 2 o)
MAX �3 Wa—�, L2
P itj`r lqj 1311 lr.ill it OK
pi,-,mrvi 1 = 4
Equation 16-12 from 16(tj 1 D+ UE
Total!' 4 4-1 kip�
Total M 411,' kip x fJ6,11
Fccent(toty I ill f(IF11
OTM Slability HaN) 2 08
-juat,iji
—1-
�j Vijk¢"e 1 '2—IiILL'a--at
MAX Punt f TTT�'fli OK
14
Lfo—rl'i—"D +1 L)Z—F
Total P , CA KTIs
Total M 4 e7 kq.X t"'I
Eccantrictly 1 8; legit
Off shiLmlity Rah" 1 21
'it
(II; 0ocked
1 l I."I,S
2 l,kPIL I) )[here L3 x L(IN L 12 a)-- 7
MAX P 100� psi �jj ja7-15jK--
B,Je4i I,Ig 12
Siltding Check
Total V 6(' ""0"0"
GLP�of 1 Nat IA
I rIcAmn rapacity io ........I'l
Passive reslMr4ilt i: I t-1 00,
01,91 Resistance 7 l I pour,;:.
K
SLIMMEIFY
Max Pressure
Nfin OTTO Slabifigy Rat
Sliding Ralm
Fall Bmica&Associates III "Tact T'a Audie Murphv Rauch
Engineer piulecl ID ,i'4 .I'li
p Iole'.1 Dp4-" L31i N't]nn -1pta1L"
PM•.p^r;M.,R'91,1i5r-I'W fis9 'muek'.
General Footing [NEFCAiG Wr 19812111S Uun.p11 14: iur 15' '
Description I ISIandar! A nln,ndls l nei::•l
Code References
Calculations per ACl 318.11 IBC 2012 CBC 2013 ASCE 7 "
Load Combinations Used ASCE 7-10
General Information
Material Propettiey yi.w Ue,-;ign V,ilucs
rc Concrete 28 day strength = = SIi k8 Allowahle Sod Bearing = 20 ksl
fy Rebar yield = 40 0 is, ini.reasri Bearing By Footing Weight = No
Ec Concrete Elastic Modulus = s 1'-' 0 ksi -:.rid Passive Resistance(for Srdmgl 3000 pcf
Concrete Density = 1.1 (: pci 311'!.oncrete Friction Coeff = 0 30
in Values Flexure '
Shear „' ln,ralises based on fooling Depth
Analysis Sf tnmgl F:,olmg base depth below sod surface = 1 50 h
Min Steel%Bending Renl - Allowable pressure increase per foot of depd= 030 kst
Min Allow%Temp Reim is OQ 1 30 when tooting base is below = 1 0 If
Min Overturning Safety Facto, - I I.
Mill Sliding Safety Factor = I p. I III redsei based on footing plan dimension
Add Ftg WI for Sod Pressure t r,•: Avowable pressure increase per tool of depf= 030 kst
Use ftg M for stability moments&shears va. when maximum length or width is greatent 1 0 h
Add Pedestal WI for Sod Pressure N
Use Pedestal wi for stability nor,&shear N:
Dimensions
Width parallel to x X Axis 4 50 II
Length parallel to Z-Z Axis = 4 50 d
Footing Thll:Oes = If I) iI TIT 1
l x
Pedestal dimensions
px parallel to X-X Axis - 24 0 ii.
pz parallel to Z Z Ax-s - 24 it III
Height .IF D m ,i lTo
Farrar Ceniadine to Edge of Concrete
at Bottom of looting - 7 0 i,l
10
2 3^
Reinforcing 4FF'
Bars parallel to X-x Axis
Null'i of Bars 6
Reinforcing Bar Size - 5
Bars parallel to Z Z Axc
Number of Bar; 5
Reinforcing Bar Sin - a
LL;InAWi lli r hit tin .
Drterhnn Regumng CWser Sep-i atior n a '
A Bars renhitred w Ihin ne
n a
a Bars[egulred on each 5ne of;one n,a r ' _�•----.-- p
Applied Loads
D Lr L S W E H
Colour.L I if! = k
'A x. 4 5-i0 k-ft
ra - 4 920 k-II
0 [.0 x
0 `.ill k
Pales 8unr, &Assor,iates Inc -'quip Ti ie Audio Muq)hy Ranch
Enuinoor A( Project 10 il".I ShiG
t�nSjn�l Des'or LundBoape Detail;
n t1j,
General Footing [N1 IICALC Ni I4s3-2at�uliae hi it)Velt,I Iy
Description tight SlaminW'F dek:Iral8 COb11n,J
DESIGN SUMMARY
Min.Ratio Item Applied Capacity Governing Load Combination '.
0750+ "oil Beal no) itisl:,lk;l - 3C) kel 060D,060W+060H about L.Z i is
1 292 Uvenunnnq X a 4 ilT k-IT 5 90 k-9 it 600-0.501,'V+05OH
t%his 1 IV, 6venummg Z Z 4 68?k 11 5 946 k-41 ru 60D+O GOW*0 60H
PASS 7705 Slidmy 231?k '0600-No60W+U.60H
FIAsS L705 Silrin:g-2-7. li s(I k 2.312 k -0 aOLI O.60W.N0 60H
PAS, ilia Upilt 4iik 0 0 k roLIP141
PASS 003fTB Z Fti lre[a I-X) fl r34E X e 18 198 01 +0.900oA ll.90H
PAS' 001120 7FlexUrv{X'1 I12l1:)e It 18198kIt =1.20D91501..r0.50S+W.160H
PASS 00:167O XRoxw®t+L 0.5_Eu( It 18198 li-ft -0WD+W+09011
PASS 0C1120 X Fill 1.Zt i>>tt;u it 18198kit +1.200+().501-40.50S+W+150H
PAY$ I/a I�Vl1_lneer t-XI LI0li`l 750 psi We
PASS Ld1 1 wag uhea((-X) p l' P51 0.()psi ilia
PAST ore I-way';hyan i+u U i! us. 75.0 psi ilia
PAS� ilia 1-way ShaerI Zi 'Jllpgl 750pit nla
rns5 ilia 7-way Punctnng CI rr14(t py, 75.0 psi ,0901)+SN*090H
Detailed Results
Soil Beefing_.
Rotation Axis& Actual Soil 6earin#y Stress Actual f Allowable
Load Combination- Gross Allowable xra:r = 6 I vi, Z _. Top �Z Left X _... Right.. aX Radio
X-X. i0,H 3-0 217b l).2175 Its nia
X.X- 0«L+H !V a 175 0.2175 Ilia nia
X X +D+Lr+H 'I ii Q2t75 02175 nia no
X-'r, D-S+H J.0 n-;I - :i7175 0.2175 nia nla
X X dD+O 1501-1.O 75CL ill t 0 n,x cr it 21 it,, 0-2175 ilia Na
X X r1) 0 750L+f 7p0,'; H ;n Wd 2175 02175 id Ma
Xy rD.060lu+rl 0 is ' Jg 0fl 05358 ilia We
X R. 0,0 70E+H '9 ,t, n b !. 175 0.2175 Ilia We
X-X +D+O 7SCI.t+0.7SUL,04501ill-f-: SQ fK6 !nii,A 00 0.4412 ilia ilia -
X-X. +0*4751A.,N i50:H)4504v-f- 3(1 r<a 0.6 04412 nla nia
X-X,+O+Ui OL+Ji50f-i 250ErH -tG - !217y 0.2115 ilia No
X-X +11.600*N 60W r0 OOH 2 U r t i)li 0 7509 old nia
X X. 4160C,-O ME lO i30H }i7 Dui 'I t 4fL 0 1305 Ilia nla -
Z-Z.>D+kl .. ;);a nia 02175 U 2175
ii
Z Z. -D-I,-H 10 . nia ma q 211, 0.2176 -
ZZ +O+tr+.H iii u':: nia 011:"-i 017/5
7-Z +D,-S.H ❑id ills 0`ti75 1'tt 115
2? =r[7,9 750Lr+O 750L.H Ilia Il 2175 it Yi75
[Z *D,-u°-Ill ill Ti08+H o' ia 02175 (;;"179
c-7 +0,06ovv+H ;.it 1 .noi ra nia G.0 0 5JS9
2_r ,$+1176E+H ill .: nia (ii2 621%fi (i.'y17lj
ZZ, *DlQi5bt-f-0 75f)L+1141Oiii-li +p lLj,:1! t nln 0.(1 U4;12
12 +D-0 751�rii 750ri 4)450W+H i:i 411^. II=I ma I)(it 0 d412
Z-Z. +D,0750' C)75ftba05Z50E F n:a ilia 02175 021 75
�1
Z-Z. 4C601) 060VJ+tlBDH 'p I ,rj urn f"A 0.N 07509 -.
Z.Z.+0500a-070E-H-I.fiUH i0 -lu rv;I Ilia I) 1305 01305
Overturning Stability
Rotation Axis&
Load Co-ordination- Uventwoing rde,m,mt Resisting Moment Stability Ratio Status
:1 9 U k-it m;nwy C1N
F, C 0 k-fl intinny pe
r; r. ill tiekl ri;�.. 0001 Ingn:ty uk
,
,D..S.t1 ei, 10 k 11 11.1mdv DP-
h.X ,Ll { ,5l7YA.,N '! Ookti Int:nev )I(
X.k .r0+0750L+?1750F,*H 46a,: 00k-II :ntindv OK
X X +0,0 fiOIN+H ! 9 91(1 kill 2 "':1 'Jli
X'X +DHI ia,-11 -i .:Ir 0 7 k-B h'du1ny 1-+
X X ,D f'SUL:-li;:,0I 04',N'-hr: ., r1710kIt 2871 DN
X-x +D«: J1,01 +,1 SUl :S,IIJ'J-r: „»Uk-(i )6, I :7h
n J
P P •�
r�■■iili■�i■.■■�l1e�i���i
n Yrautnrr- t;r e•o
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6Ls ris. ri
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1 n_ 6'lliGAil_N:i It.-G�_i
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it aur-mr�r°1"�i'rn ¢ a.�ia' FM 1 �
� ua -ns a�uwe■, 777 1 IJ . I tiM Iixtsgxt6s
IBM I
IMMINKM.
u'st
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at_9::itiuin�ngaplklt LE�•*!..IF
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City of Menifee PMT14-01234
12/2/14
[DO NOT PAY— THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: City of Menifee PLAN CHECK NO.: PMT14-01234
PREPARED BY: Doug Moody DATE: 12/2/14
BUILDING ADDRESS: Audie Murphy Ranch Park PA-31
BUILDING OCCUPANCY:
BUILDING AREA Valuation Reg. VALUE ($)
PORTION ( Sq. Ft.) Multiplier Mod.
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Judsdction Code mnf Manual Input
Bldg.Permit Fee by Ordnance
Plan Check Fee by Ordinance + $337.50
Type of Review: J Complete Review �I, Structural Only
[]Repetitive Other
ve Fee �
_ Repeats Hourl 3 Hrs. @
Es Gil Fee 1 $270.00
' Based on hourly rate
Comments:
Sheet 1 of 1
macvalue.doc+