PMT16-01832 City of Menifee Permit No.: PMT16-01832
29714 HAUN RD. Type: Residential Electrical
<ACCIEL/? MENIFEE, CA 92586
MENIFEE Date Issued: 0 6/2 312 01 6
PERMIT
Site Address: 28601 COOLWATER CT, MENIFEE, CA Parcel Number: 340-250-015
92584 Construction Cost: $12,000.00
Existing Use: Proposed Use:
Description of INSTALL ROOF MOUNTED SOLAR SYSTEM, 10 PANELS, 1 INVERTER, 3.28 kW
Work:
Owner Contractor
CHRIS WAITS N B BAKER ELECTRIC INC
28601 COOLWATER COURT 1298 PACIFIC OAKS PLACE
MENIFEE,CA 92584 ESCONDIDO, CA 92029
Applicant Phone: 7605466000
TERRY MCARTHUR License Number: 858088
N B BAKER ELECTRIC INC
1298 PACIFIC OAKS PLACE
ESCONDIDO, CA 92029
Fee Description Oty Amount 1$1
Solar, Residential or Small Commercial 1 252.00
Building Permit Issuance 1 27.00
Additional Plan Review Electrical 158 157.50
GREEN FEE 1 1.00
SMIP RESIDENTIAL 1 2.00
General Plan Maintenance Fee-Electrical 1 12.60
$452.10
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 thereunderwhen 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,shalt expire,and fees paid shall be
forfeited.
AA_Bldg_Pernit Templatexpt Page i of 1
CITY OF MENIFEE
LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects
with a licensed contractor(s)pursuant to the Contractors State License law).
I hereby affirm under penalty of perjury that I am under provisions of
Chapter9(commencing with section 7000)of Division 3 of the Business and D I am exempt from licensure under the Contractor's State License Law for
Professions Code and my license is in full force and effect. the following reason:
License Class C`(O License No.
ry12S90 c6G By my signature below I acknowledge that,except for my personal residence
Expires '6D` Signature, �!Y'`� in which I must have resided for at least one year prior to completion of
improvements covered by this permit.I cannot legally sell a structure that 1
WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by
❑I hereby affirm under penalty of perjury one of the following declarations:) licensed contractors.I understand that a copy of the applicable law,Section
have and will maintain a certificate of consent of self-insure for workers 7044 of the Business and Professions Code,is available upon request when
compensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following website:
by Section 3700 of the Labor Code,for the performance of work for which www.le¢info.ca.aov/calaw.html.
this permit Is issued.
Policy p Date
PROPERTY OWNER OR AUTHORIZED AGENT
4fl have and will maintain workers compensation insurance,as required by
section 3700 of the Labor Code,for the performance of the work for which D By my signature below I certify to each of the following:I am the property
this permit is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this
number are: t application and the information I have provided is correct.I agree to comply
Carrier Ol.`t��Gt�n t?X,et�/ with all applicable city and county ordinances and state laws relating to
d,,nn�y� building construction.I authorize representatives of this city or county to
Policy#T/i \W C—M0 60xpires b�1`\�(j enter the above identified property for inspection purposes.
(This section need not to be completed is the permit is for one-hundred Date
dollars($300)or less PROPERTY OWNER OR AUTHORIZED AGENT
o I certify that in the performance of the work for which this permit is Issued,
I shall not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE It
workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION
subject to the workers compensation provisions of Section 3700 of the Labor
Code,I shall f h ith complywith those provisions. Will the applicant or future building occupant handle hazardous material or a
i 11 iod mixture containing a hazardous material equal to or greater that the
ApplicantI 1 Date amounts specified on the Hazardous Materials Information Guide?
WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS o Yes D No
UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modification from South
ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQMD)7 See permitting checklist
IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES forguidelines
CONSTRUCTION LENDING AGENCY o Yes D No
I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility be within 1000 feet of the
lending agency for the performance of the work which this permit is issued outer boundary of a school?
(Section 3097 Civil Code) o Yes a No
OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD
permitting checklist.I understand my requirements under the State of
I hereby affirm under penalty of perjury that I am exempt from the
Contractors License Law for the reason(s)indicated below by the California Health&Safety Code,Section 25505 and 25534 concerning
hazardous material reporting.
checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 ayes D No
Business and Professions Code).Any city or county that requires a permitto Date
construct,alter,improve,demolish or repair any structure,prior to its PROPERTY OWNER OR AUTHORIZED AGENT
issuance,also requires the applicant far the permit to file a signed statement
that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING IRRP)
License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors
Business and Professions Code)orthat he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978
and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certified firms and comply with
an Applicantfor a permit subjects the applicantto a civil penalty of not more required practices.This includes rental property owners and property
than($500). managers who do the paint-disturbing work themselves or through their
o I,as owner of the property,or my employee with wages as theirsole employees.For more information about EPA's Renovation Program visit:
compensation,will do( )all of or( )portion of the work,and the structure is www.epa.eov/lead or contact the National Lead Information Center at
not intended or offered for sale.(Section 7044,Business and Professions 1-80D-424-LEAD(5323).
Code;The Contractors State License Law does not apply to an owner of a o An EPA Lead-Safe Certified Renovator will be responsible for this project
property who,through employees'or personal effort,builds or improves the
property provided that the improvements are not intended or offered for Certified Firm Name:
sale.If,however,the building or improvement is sold within one year of Firm Certification No.:
completion,the Owner-Builder will have the burden of proving that It was
not built or improved for the purpose of sale. a No EPA Lead-Safe Certified Firm is required for this project because:
01,as owner of the property am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP role please fill out the RRP
Acknowledgement
EsGil Corporation
In Partnership with Government for BuirQing Safety
DATE: 06/20/16 ❑ PLICANT
JURIS.
JURISDICTION: City of Menifee ❑ PLAN REVIEWER
❑ FILE
PLAN CHECK NO.: PMT16-01832 SET: I
PROJECT ADDRESS: 28601 Coolwater Ct.
PROJECT NAME: CHRIS WAITS 3,000 Watts Solar Photovoltaic System
® The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
❑ The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
❑ The applicant's copy of the check list has been sent to:
® Esgil Corporation staff did not advise the applicant that the plan check has been completed.
❑ Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: (b .40) Fax #:
Mail Telephone Fax In Person E-mail:
❑ REMARKS:
By: Sergio Azuela Enclosures:
EsGil Corporation
❑ GA ❑ EJ ❑ PC 06/14
9320 Chesapeake Drive, Suite 208 ♦ San Diego,California 92123 ♦ (858)560-1468 ♦ Fax(858)560-1576
City of Menifee PMT16-01832
06/20/16
[DO NOT PAY— THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: City of Menifee PLAN CHECK NO.: PMT16-01832
PREPARED BY: Sergio Azuela DATE: 06/20/16
BUILDING ADDRESS: 28601 Coolwater Ct.
BUILDING OCCUPANCY: TYPE OF CONSTRUCTION:
BUILDING AREA Valuation Reg. VALUE ($)
PORTION ( Sq. Ft.) Multiplier Mod.
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code mnf Manual Input
Bldg. Permit Fee by Ordinance
Plan Check Fee by Ordinance W
Type of Review: ❑ Complete Review ❑ Structural Only
❑ Other
❑Repetitive Fee Hourl 1.5 Hrs. @ '
Repeats
EsGil Fee $105.00 $157.50
' Based on hourly rate
Comments: 1 1/2 hours plan review.
Sheet 1 of 1
macvalue.doc+
MESRI ENGINEERING
6798 LA JOLLA DOULVARD
LA JOLLA,CALIFORNIA 92037
I PI 858 454 0883,[171 858 459 3428
lemaill MIKE MESRIQn SUCGLOBAL.NE'1'
City & SaM y
ftO-
Buflding
JUN 1 w 'LU�o
ADDITION OF THE SOLAR PANELS AND RACKING
OVER THE ROOF FOR THE WAITS RESIDENCE Received
28601 COOLWATER COURT
MENIFEE, CA 92584
CLIENT: BAKER ELECTRIC SOLAR n
June 10, 2016
d
C
c
y Na.'.A3t1 ii
MESRI ENGINEERING
6798 LA JOLLA BOULVARD
LA JOLLA,CALIFORNIA 92037
ITEMS REQUESTED BY THE CITY:
1. VERIFY THE ADDITIONAL SOLAR PANEL WEIGHT IS LESS THAN 10%OF
TOTAL WEIGHT OF THE BUILDING, INCLUDING ROOF,AND THE TRIBUTARY
WALL WEIGHTS IN THAT DIRECTION.
ROOF DEAD LOAD:
ROOFING TYPE(TILE/SHINGLES) 11.0 PSF
PLY 1.5 PSF
ROOF MEMBERS 3.0 PSF
CLG +INSULATION 3.5 PSF
MISC 1.0
DEAD LOAD= 20.0 PSF LIYE LOAD=16.0 PSF
YEAR BUILT: 2001
CODE IN EFFECT AT THE TIME OF CONSTRUCTION: 1997 UBC
EXTERIOR WALL DEAD LOAD: 16.0 PSF
AREA OF THE SOLAR PANELS: 177 SQ. FT.
WEIGHT OF THE SOLAR PANELS: 499 POUNDS
1
MESRI ENGINEERING
6798 LA JOLLA BOULVARD
LA JOLLA,CALIFORNIA 92037
FLOOR AREA AT SOLAR PANELS: 1814 SQ. FT.
CALCULATE THE TRIBUTARY WEIGHT ROOF+WALL ANY
DIRECTION:
ROOF: 20 X 1814 = 36280 #
WALLS: 16/2 X 1814 = 14512 #
TOTAL: 50792 #
SOLAR PANEL WEIGHT/ROOF+WALL WT.=499/50792 X 100=0.98 %< 10%OK.
2. CHECK THE (E) ROOF MEMBERS TO SUPPORT THE NEW
SOLAR PANELS:
BY INSTALLING THE NEW PANELS ABOUT(3.0 PSF)THE LIVE LOAD OF 16.0 PSF IS
ELIMINATED IN THE EFFECTED AREAS,THUS THE LOADING ON THE EXISTING
ROOF MEMBERS IS ACUALLY REDUCED.
2
MESRI ENGINEERING
6798 LA JOLLA BOULVARD
LA JOLLA,CALIFORN[A 92037
110 MPH, 3 SEC GUST, EXPOSURE C.
SEE PAGES 4,5.
IN MOST CRITICAL ROOF ZONE 2 (USE AVERAGE UPLIFT FOR ZONES 1,2):
UPLIFT: 22 PSF
5/16"S.S LAG SCREWS @ 48" O/C EACH DIRECTION:
UPLIFT PER SCREW: 5.5X4X22X1/2=242 #
5/16"SS LAG SCREW CAPACITY=266 POUND PER INCH OF PENETRATION
TOTAL UPLIFT CAPACITY PER SCREW: 266X2.5=665 POUND PER SCREW>242#OK.
USE 5/16"STAIN LESS STEEL LAG SCREWS A 4'-0" ON CENTER EACH WAY
(BOTH DIRECTIONS)WITH A MIN. EMBEDMENT OF 2 V2"THREAD DEPTH IN
WOOD MEMBERS. LOCATE ALL SCREWS AT THE CENTER LINE OF WOOD
MEMBERS OR THEY WILL NOT BE FULLY EFFECTIVE. SOME JURISDICTIONS
MAY REQUIRE STAINLESS STEEL SCREWS.
3
Title Black Line 1 Pro,ect Title-
You can change this area Engineer: Project ID.
using the'Setlings'menu item Pro;ecl Descr.
and then using the"Printing&
Title Block'selection.
_Title Block Line 6
ASCEZ pSimpiified Procedure Wind Loads " ' Yes keezwa '
_ EMERCALC b:!e S,L.wu.;494 yr a W9.; i
-
4
Description: ttU hIFH 1'dINO CALCULATIOFlS
Analytical Values (L4LT'''rAP'Nr, \/AL"")
V Basic 6Vind Speed per Sect 6.5.4&Figure 1 110.0 mph
Roof Rise:Run Ratio 4.12
Occupancy per Table 1.1 II All Buildings and other structures except
those listed as Category I,III.and IV
Importance Factor per Secl.6.5.5.&Table 6.1 1.00
Exposure Calegory Per 6.5,5.3, 49.5 Exposure
I,IRH:Mean Roof Height 150 It
Lambda.per Figure 6.2.Pg 40 1.21
Effective Vhnd Area of Component 8 Cladding 10.0 I112 Nul design pressure boll?lablo 1609.9 2.1(1)&(3)mferpolaled by area
Roof pitch for cladding prossure 0 to 7 degrees
User specified minimum design pressure 10.0 psi
Topograpinc Factor fin pir6.5.71 1.00
LHO.Least HinUtrnlal Dimension If
a=max(0.04'LHO,3,min(0.10'LHD.O.4'MRH)) 0.00 f1 max(0.04•LHD,3,mm(o in'LHD 041LIRHp
Design Wind Pressures
Horizontal Pressures - - - - -
Zone; A = 3219 psi Zone: C = 21.42 pit '1'"O Co H Vex T O
Zone, B = -ID.00 psi Zone: O. = •1000 Psi
Veinal Pressures vi1~may (ar X 21 ,Ar 2{34•�°�� lq.,7
Zone: E - 1795 psf Zane: C - .19136 psi
Zane F 1936 PSI Zone: H = .14.76 psi
OverhandS.,.
Zone Eon = -39.08 psi Zone. Coh = 30.61 list
Component&Cladding Design Wind Pressures klinimunt Additional Load Case per 6.4.2-1.1=iD PSF on entire vertical plane
Design Wmd Piessuro=LmnLda'Kzl'(nlpodance'Ps30 perASCE7.056A.2.1Eg6.1
Roof zone I Positive I0.769 psi _
Negative .26.376 psf ptaVEA To jr6iLF`iH �
l -
UvS
Root Zone 2 Positive 10.769 psf l, F Q2 -a C,YlQ S C
Negative: .44.165 psi
Roof Zone Positive- 10.709 PSl Z
Negative; •66,550 psf 2 G • c 22 •o QS17
Wall Zone 4: Positive Z0376 psi 2 R
Negative •28.955psi µSic Irt Or^S1(,N
lM1'all Zones PosNve 26.376 r41
Flegative. .35.211 psf
Pool Overhang Zone 2 37.094 psi
Real Ovarhang Zane 3 .62.436 psi
4
11s fill ft.
Walls & Roofs,
nr l')'ud Building.,
Flat Roof Hip Roof (T < EI < 27')
Gable Roof (0 <_ 7') Gable Roof (7' < 0 45")
End Zones Zones
Interior Zones
:i. a 1; u '
I.I. -1 11, uW11
M,mmI,m Dosiclin Loads for Buildings and 011111, structures
115(51) j
k
0167)
10(6] )10(58)
12a(54)
1161a91
• t
110(491
140(601 i
t
160(721
FIGURE 26.5-tA Basic Wind Spoods for Risk Catogory II Buildings and Other Structures
N"W,
1 \':due, arc dcslg; i-,"C'.11d pull amd tipccJ. ili mile. per hnir nnhl❑I la 11 I Illnl)abore pl':.nm,1 I )r Ir.ynlxnr C,.dr_w}. %.
Lineal In erpolaholl w1wCen CUnlUniti i, 1wrlinticti. ,
LlantL,end 01;1',ll
leurec,f`un•au`pPtmluuiufje�Olnklklls�uud ,AI Ipccnd ,:'md rrlarnll. ,h_I IIIIIvn X ullllled lo.llmll.Iral wut,l .wrutn aI,
-i NhAlI1l;:Ip0ni IUmII -
5 \1iu ,pcvd,corresllnnd In ;q>pnuiur.Itcly a?t;i proh:010 ile of cWe"I,111" in `U cr,u, Lunw;d r�ical:m�, plahahlin, =I Iu11 i,
MR1 =700 years). ..
I;
i.
STANDARDS 7.11
�i
191a i„
SolarMount UnLmcCodeLompliontlnsml(ntionMmtuaI -FUNIRAI
Step 6:Determine the Up➢ftpolnt2.oad,R pia),at
each connection based om roll span
Youmun also consider the Uplift Point Load,Rpbs),to i
det®loe the requited le g bolt atmrLme m m thereof
(building)structure.
Table H.Uplift Point Load Calculation
Tool Datlgn Load(aphfr): P iur step
Modulo length perpendicular w rolls: B x it
&0 span: L x It Stop 4
2
Uplgt Rohr Load: R Ibs
Table 12 Log pLaout(whh myaQ capacities(Ibs)IntyM roof bnber(ASD) Use Table l2to select a lag bait
sire and embedmen[depth w
fog-zw#c*4W.0 satlsfyymwUpllkPolntlnad
_ Force,R Mv),mquhumeno,
spedpt 'Ar XUA, Divide theupllftpoindoad(hom
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Dauglu Rq Lmx)r *;so 366 tapecitylathe 2ad mlumnof
7able12.ThiaresuBslnl¢cbes
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depthueeded m mumerart the
Ewl,nerm Sprum,Lodgepole Pine upllftfeme.lfothertbmlog
(MsR i6sot 6 higher) 0.46 225 boltittsed(aswIthaconaete
or steeq,,consult fastener m&
Hem,RnRodwvod(dumgreln) GA2 212 documentation.
Han,Rr(NOrlh) 0.46 235 F
Soudwo VIVO 0.5S 207 ThMd Itiv the hstallees tesponelbllity
dep1h mvetifythatthesdwmcmm
Sprum,pina,Rr 0.42 us � and attachment method is
among enough to support the
Sprum,PIne,Rr maxhuum palm loads calculated
(Eo12 mllgoa phi and hlghar according to Step 5 and Step 6.
grudasarMsRmd MEL) 0.50 266
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