PMT16-01307 City of Menifee Permit No.: PMT16-01307
29714 HAUN RD. Type: Residential Electrical
<ACCEL/4? MENIFEE, CA 92586
MENIFEE Date Issued: 05/06/2016
PERMIT
Site Address: 26443 GRANITE RIDGE LN, MENIFEE, Parcel Number: 360-541-004
CA 92584 Construction Cost: $24,000.00
Existing Use: Proposed Use:
Description of INSTALL ROOF MOUNTED SOLAR PV SYSTEM 20 MODULES, 1 INVERTER 6.30KW
Work:
Owner Contractor
STEPHANIE BREEZE N B BAKER ELECTRIC INC
26443 GRANITE RIDGE LN 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 Pity Amount f$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 4.00
General Plan Maintenance Fee-Electrical 1 12.60
$454.10
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 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_Permit_Template.rpt Page 1 of 1
CITY OF MENIFEE
LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects
I hereby affirm under penalty of perjury that I am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law).
Chapter9(commencing with section 7000)of Division 3 of the Business and ❑1 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-lo Lice N QSVoo oe��• By my signature be low l acknowledge that,except for my personal residence
Expires/' SD Signature_ in which l must have resided for at least one yearprior to completion of
improvements covered by this permit.I cannot legally sell a structure that I
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:I licensed contractors.I understand that a copy of the applicable law,Section
have and will maintain a certificate of consent of self-insure for worker's 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.leeinfo.ca.eov/mIaw.htmL
this permit is issued.
Policy If
Date
I4have and will maintain worker's compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT
section 3700 of the Labor Code,for the performance of the work for which o By my signature below I certify to each of the following:1 am the property
this permit is issued.My workers compensation insurance carrier and policy owner or authorized to act an the property owners behalf.I have read this
number are: application and the information I have provided is correct.1 agree to comply
with all applicable city and county ordinances and state laws relating to
Carrier U �tA.k�rS�-1G-� - building construction.I authorize representatives of this city or county to
Policy#(rlw cz)o6bosrA,Exp(res w� U k� enter the above identified property for Inspection purposes.
(This section need not to be completed is the permit is for one-hundred Date
dollars($100)or less PROPERTY OWNER OR AUTHORIZED AGENT
❑I certify that in the performance of the work for which this permit is issued, O�/_7
1 shall not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE# 777 ��,
workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION
subject to the wo kers compensation provisions of Section 3700 of the Labor
Code,I shall f h ' of ply with those provisions. Will the applicant or future building occupant handle hazardous material or a
mixture containing a hazardous material equal to or greater that the
Applicant -Date ) amounts specified on the Hazardous Materials Information Guide?
WARNING;FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS ❑yes 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(SCAQM D)?See permitting checklist
IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guidelines
CONSTRUCTION LENDING AGENCY ❑Yes No
I hereby affirm that under the penalty of perjury there is a construction Will the p posed 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) ❑Yes No
OWNER BUILDER DECLARATIONS I have She 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
California
Contractors License Law for the reason hazzardou
s)indicated below by the hazardous
Health al Safety Code,Section 25505 and 25534 concerning
u
hs material rtin . `
checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 oYes rcfNo (� �\ t�-I
Business and Professions Code).Any city or county that requires a permit to 0( t Date ` 111
construct,alter,improve,demolish or repair any structure,prior to its PROPERTY OWP R OR UTHORIZED AGENT
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 Contractors State EPA RENOVATION,REPAIR AND PAINTING fRRPI
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)or that 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 Applicant for a permit subjects the applicant to 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
o1,as owner of the property,or my employee with wages as their sole 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.eoa.eov/lead or contact the National Lead Information Center at
not intended or offered for sale.(Section 7044,Business and Professions 1-BOD-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. ❑No EPA Lead-Safe Certified Firm is required for this project bemuse:
o 1,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 rule please fill out the RRP
Acknowledgement.
EsGil Corporation
In'Partnership with Government for ftifding Safety
DATE: 05/03/16 p APPLICANT
t JURIS.
JURISDICTION: City of Menifee ❑ PLAN REVIEWER
❑ FILE
PLAN CHECK NO.: PMT16-01307 SET: I
PROJECT ADDRESS: 26443 Granite Ridge Ln.
PROJECT NAME: STEPHANIE BREEZE 6,000 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 r Telephone #:
Date contacted: Fax #:
Mail Telephone Fax In Person E-mail:
❑ REMARKS:
By: Sergio Azuela Enclosures:
EsGil Corporation
❑ GA ❑ EJ ❑ PC 04/26
9320 Chesapeake Drive, Suite 208 ♦ San Diego,California 92123 ♦ (858) 560-1468 ♦ Fax(858)560-1576
City of Menifee PMT16-01307
05/03/16
[DO NOT PAY— THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: City of Menifee PLAN CHECK NO.: PMT16-01307
PREPARED BY: Sergio Azuela DATE: 05/03/16
BUILDING ADDRESS: 26443 Granite Ridge Ln.
BUILDING OCCUPANCY: TYPE OF CONSTRUCTION:
BUILDING AREA Valuation Reg. VALUE ($)
PORTION ( Sq. Ft.) Multiplier Mod.
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code mnf iManual Input
Bldg. Permt Fee by Ordinance
Plan Check Fee by Ordinance
Type of Review: ❑ Complete Review ❑ Structural Only
❑Repetitive Fee ❑ Other
Repeats 1.5 Hrs. @ '
EsGiI Fee $105.00 $157.50
Based on hourly rate
Comments: 1 112 hours plan review.
Sheet 1 of 1
macvalue.doc+
City
Building&tSafe}y Dept.
MESRI ENGINEERING
6798 LA JOLLA BOULVARD APR 2 6 2016
LA JOLLA,CALIFORNIA 92037
IPI 858 454 0883,IFl 858 459 3428 lemaill D�IIKE_NIESRI@;SBCGLOBAL.NE'I' Received
ADDITION OF THE SOLAR PANELS AND RACKING
OVER THE ROOF FOR THE BREEZE RESIDENCE
26443 GRANITE RIDGE LANE
MENIFEE, CA 92584
CLIENT: BAKER ELECTRIC SOLAR
April 25, 2016
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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 LIVE LOAD=16.0 PSF
YEAR BUILT: 2006
CODE IN EFFECT AT THE TIME OF CONSTRUCTION: 1997 UBC
EXTERIOR WALL DEAD LOAD: 16.0 PSF
AREA OF THE SOLAR PANELS: 354 SQ. FT.
WEIGHT OF THE SOLAR PANELS: 973 POUNDS
1
MESRI ENGINEERING
6798 LA JOLLA BOULVARD
LA JOLLA,CALIFORNIA 92037
FLOOR AREA AT SOLAR PANELS: 1869 SQ. FT.
CALCULATE THE TRIBUTARY WEIGHT ROOF+WALL ANY
DIRECTION:
ROOF: 20 X 1869 =37380#
WALLS: 16/2 X 1869 = 14952#
TOTAL: 52332 #
SOLAR PANEL WEIGHT/ROOF+WALL WT=973/52332 X 100= 1.86 %< 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,CALIFORNIA 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 %:" 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 Block Line 1 Pro ecl Tille
You can change this area Engineer: Protect 10.
using the-Settings'menu ilem Proect Descr.
and then using the'Printing&
Tille Block'selection.
Title Block Line 5_ _
ASCEZ to Simplified Procedure Wind Loads Fe 'u1e lcn•n,o-6
_ ENM LC ifu.du1 9 'Jeri I., Ij
PeF9u �1 t1'vr ->.� .».�s3'. .-iF'PT"'c ^_ �. . .�___ �....e v r�.i;"'znR I F'�I'T3l—IF7TC71Tf33'RT-I
Description 110 MPH WIND CALCULATIONS
Analytical Values Cldl.�'11wr..['Ft 1/7al.LwE3'
V:Basic Wind Speed per Sect 6.5.4 8 Figure 1 110.0 mph
Roof Rne:Run Ratio 4.12
Occupancy per table 1-1 n All Buildings and other structures except
those listed as Category I.III.and IV
Importance Factor per Seq.6.5.5.S Table 6.1 1.00
Exposure Categori per 65.6.3.45.5 Exposure
IARH.(dean Roof Hen3n1 15011
Larnbaa:per Figure 6.2,Pg 40 1.21
Effective Wind Area of Campanian;8 Cladding 10.0102 Net design pressure from labfe 1609.921(2)913)interpo4ded by area
Roof pitch for cladding pressure Oto 7degrees
Userspecifted minimum design pressure 10.0 par
Top igmpnu:Factor Kzl per 6.5.7.2 1.00
LHC:Least Horizontal Dimension It
a=max 10,04•LHD.3.mm10.10-LHD.0.4'61R11)) 0.00 it Max(0.04'LHO.3•mm1010 I.HD 04151H))
Design Wind Pressures
Horizontal Pressures .. --- - -_-- _
Zone A = 32.19 psi Zone. C = 21.42 pal TC) cots vs(LA T O
Zone: B = -10.00 psi Zone: D = •10.00 P51 S'<'SzfeSSL
Vertical Pressures . Wl Hds (Ar X 21 .dr 2.-r
Zone: E _ -27.95 Psi Zone: G = .19.36 Par
Zone: F = 4.9.3E psi Zone. H = .1476 psi ice¢
vvernangs
Zone Eoh = -39.08 psi Zone. Gall = .30.61 psi
Component&Cladding Design Wind Pressures Minimum Additional Load Case per 6.4.2.1.1=10 PSFon entire vertical plane
Design Wind Pressure=Lambda'Kzl'Importance'Ps30 perASCE 7.056.4.2.1 Eq 6.1
Rod Zone 1 Positive 10.769 psi
Negative 26.378 psi o1+V C To 1x,1.bfLIt^GiiL `t- ti.s1_ TH1-
Roof Zone Positive 10.769 pal
Neaaave 44.165 psi
Root Zone 3 Positive 10.769 PSI 2 G
Negative -66.550 psi T = 2Z•0
Wall Zone 4: Positive 26.378 par Q X •Ci
f:eaalrve: -28.556 psi �InSE lµ O�SI(,N�
Inp�1FT
Wall zone s Positive 26.778 pill
Negative. .35.211 psi
Rol Overhang Zone 2 •37.994 pill
Roof Overhang Zone 3 .62.436 pal
4
0 r kru;1
kAr
I, to or III VISIII I N
Walls & Rool's
a a
Flat Roof Hip Roof (T < 27-)
I
Gable Roof (0 7c) Gable Roof (70 < 0 <— 450)
zorics Corr Br Zones
Intl...
ii"t'l Go"(pi Load, I", al,jf,jp,,,, anti Olhcr st,,t,
2r,
f1 r
I . 115�51)
•I
0(67)
•. 4q(67 120158)
120(54)
110(49) i
I
)
110p101
120(54)
14a(67)
;•••.i' 15 (67)
160(72) }
FIGURE 26.5.1A Basic Wind Speeds for Risk Category II Buildings and Other Structures ).
Note,
I \:due,arc dr,wn ?.woomi pu,l utnd spredn ill roily, par hour chic) a1 4; it I Innu:III...¢ groutnl for F p....it, l'..n;r1.1: -
Linear intcrpolatioil imneeol ionlours k perulawd.
I'Lulds arld eo:rvlal urc:u uUteide Inc 1:1,1 iim;nur,hall 11.,c the last wind ,peed cononn 1d 11e:"clad xa:.
.I \lount::inuus wnwil. _urge,.ocean pruuunuoru•>, and sPceml %mid reglou, s11a11 he r\:uumed 111, I111WU.d v.uai.0110M fil ..
P:Ieti yv (l5 Cnrre,pu)Id to ftppl'U\Itn:IICIV :I 7"i prohabihiN' UI t'\l'CCJ:III'.'t' it, 5q "Cal, (mil al t'�C1'c'.I:Illi t' IIIuh.14I)1. =blN1I=1.
MR) =700 vems).
r_
i.
7
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Step 6t Determine the UPMPOWLEPud,8 CUw),at
each Connecticut based=rallspa=
YOU mustuIsa wrWider the UpliftPokulmd,A(lbs),to
detrmlm the NgWted leg bol t amacbment to the mof
(bagding)muctute.
Table 11.Uplift Paint Load Calculation
Total Dmign Load(uplift): P par Steps
Modulo lengWporyendimisrm rally B x it
Rail Sparc L x it Stop 4
UpOftPoinc Load: R 2
Its
Table 17LmgpaQatc(whh&maf)apadtles(Ibs)Ntyplmltodkmbw(pSD) the lablelam select aIghoh
sizeandembeclaaw depthm
lagtoavapasp=14na sedslgyaerUpgftPointload
Sped* 'di"a Fatoc,AUbs),tegdmmenta
Dividrnfq patrxb dumddefdt wee the upliftpointload(from
p
II)bythewhhdrawal
aaugtu F7,Land, OSO 366 Table Thwmuks"ches
DwSIufrr,Soout 0.46 23S of5/161011,01tembedded three
depthneeded m muntecacrthe
Engalrneam SPruaa,Lodgepala Plne Uplift fi c [father than lag
(M551650(a Ngher) 0.46 235 holtis used Cwwltb a wncete
Ham,Fir,Redwood(doan grain) 0.41 212 orsreep,mnsWt fastener mfr
documentation.
Nam,Flr(North) 0.46 275
Southern Pine 055 307 lime!
me It Is theinetailer's responsibility
Sprvm,PUo,Flr 0.42 205 dejalh toverlfythat the Substructure
and etlachmant method Is
9pmm,Pma,fir strong enough to support the
(E af2 ma0on pal and higher ma:im=Pointl0ads calculated
WWa,QfMSAwd MEL) 050 366 stenciling to Step 5 and Step 6.
Sam c!,Amohon116od CmadthW200,,Tab In 11.7q 1IAU
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Breeze Residence PHOTOVOLTAIC
s�! SYSTEM SIZE:
g 5 �' •.•••BAKER ELECTRIC
W € 26443 Granite Ridge Lane S
Menlfee,Ca 92564 6.30 kW DC ` ° +n exrznvwaeat.leroxa°°.camo:a
o i ^xone pool welA