PMT16-02337 City of Menifee Permit No.: PMT16-02337
_ 29714 HAUN RD. Type: Residential Electrical
�ACCELA—> MENIFEE,CA 92586
MENIFEE Date Issued: 0 812 312 01 6
PERMIT
Site Address: 27730 DURANT ST, MENIFEE, CA 92585 Parcel Number: 333-141-001
Construction Cost: $16,000.00
Existing Use: Proposed Use:
Description of INSTALL ROOF MOUNTED SOLAR SYSTEM,9 PANELS, 1 INVERTER,2.34 kW
Work:
Owner Contractor
JANET HUGHES ENERGY REMODELING INC
27730 DURANT STREET 22120 CLARENDON STREET STE 200
MENIFEE, CA 92585 WOODLAND HILLS, CA 91367
Applicant Phone: 8772454672
JASON JONES License Number:968844
ENERGY REMODELING INC
22120 CLARENDON STREET STE 200
WOODLAND HILLS, CA91367
Phone: 8582258803
Fee Description Qtv Amount 151
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 3.00
General Plan Maintenance Fee-Electrical 1 12.60
$453.10
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 carded 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_Blog_Pennit_Template.rpt Page 1 of 1
CITY OF MENIFEE
LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects
1 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 o I am exempt from licensure under the Contractors State License Law for
Professions Code and my license is in full force and effect./ the following reason:
License/Class i License No u IN By my signature below I acknowledge that,except for my personal residence
Expirey Signature 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 PENSATION DECLARATION/ have built as an owner-builder if it has not been constructed in its entirety by
D I hereby affirm under penalty of perjury a 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 bythe 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
this permit is issued, w„ww_leeinfo.ca.eov/calaw.html.
cc Z L/
Policy# z-.,T loy J p + Date
PROPERTY OWNER OR AUTHORIZED AGENT
n I have and will maintain worker's compensation insurance,as required by
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:I am the property
this permit is issued.My worker's compensation insurance carrier and policy owner or authorized to act on the property owner's behalf.I have read this
number are: application and the information I have provided is correct I agree to comply
/y with all applicable city and county ordinances and state laws relating to
Carrier L/ building construction.I authorize representatives of this city or county to
Policy# �b� /_Expires ��� enter the above identified property for inspection purposes.
(This section need not to be completed is the permit is fo one-hundred Date
dollars($100)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 emolov any persons in any manner so as to become subject to the CITY BUSINESS LICENSE#
worker's 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 fo hwith cc�implywitb those provisions. Will the applicant or future building occupant handle hazardous material or
Applicant .��U��ate �-� mixture containing a hazardous material equal to or greater thatthe
amounts specified on the Hazardous Materials Information Guide?
WARNING:FAILURE TOSS CURE WORKER'S COMPENSATION 8VERAdE IS o Yes o No
UNLAWFUL,AND SHALLSUBTECTAN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building bythe 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)?See permitting checklist
IN SECTION 37060F THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guidelines
CONSTRUCTION LENDING AGENCY ayes o 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 o No
OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD
I hereby affirm under penalty of perjury that I am exempt from the permitting checklist.I understand my requirements under the State of
California Health&Safety Code,Section 25505 and 25534 concerning
Contractor's License Law for the reason(s)indicated below by the hazardous material reporting.
checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 oYes o No
Business and Professions Code).Any city or county that requires a permit to Date
construct,alter,improve,demolish or repair any structure,prior to its PROPERTY OWNER OR AUTHORIZED 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 IRRPI
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
o I,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 1-80D-424-LEAD(5323).
Code;The Contractors State License Law does not apply to an owner of a D 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 because:
01,as owner of the property am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractor's 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 Tartnerskip with Government for Buifding Safety
DATE: 08/18/2016 ❑ APPLICANT
RIS.
JURISDICTION: City of Menifee ❑ PLAN REVIEWER
❑ FILE
PLAN CHECK NO.: PMT16-02336 & 2337 SET: II
PROJECT ADDRESS: 27733 Durant St.
PROJECT NAME: JANET HUGHES 2,000 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: ( y' ) Fax #:
Mail Telephone Fax I erson E-mail:
❑ REMARKS:
By: Sergio Azuela Enclosures:
EsGil Corporation
❑ GA ❑ EJ ❑ PC 08/15/2016
9320 Chesapeake Drive, Suite 208 ♦ San Die,-o,California 92123 ♦ (858)560-1468 ♦ Fax(858)560-1576
City of Menifee PMT16-02336 & 2337 r
07/26/16 t
[DO NOT PAY- THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: City of Menifee PLAN CHECK NO.: PMT16-02336 & 2337
PREPARED BY: Sergio Azuela DATE: 07/26/16
BUILDING ADDRESS: 27733 Durant St.
BUILDING OCCUPANCY: TYPE OF CONSTRUCTION:
FBDINGAREA Valuation Reg. VALUE11
ION I ( Sq. Ft.) Multiplier Mod.
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code mnf Imanual Input
Bldg. Permit Fee by Ordinance W'I
Plan Check Fee by Ordinance WI
Type of Review: ❑ Complete Review ❑ Structural Only
❑Repetitive Fee ❑ Other
Repeats ItHouLly 1.5 Hrs. @ *
'EjsGil Fee $105.00 $157.50
Based on hourly rate
Comments: 1 1/2 hours plan review.
Sheet 1 of 1
macvalue.doc+
Lo
Yd Il V Martin
2510 W. 237th st. PrOf eSsional
Email: to #206 Torra Engineer, Inc
Structural Calculatio dwmarhn@gmail. ce Cq 90505
ns for C0m Te1:1.310.464.
Hughes a Roof Mou W ww"oydwma 180'4
2773p Residence
nted Solar Photovoltaic
ence hotovoltaic S
Menife, CA 9 585 system f
Applicable
of Menifee ��?90FESSoN
e Codes, Building & Safety Dept. W.
2013 California
AUG 15 2016 W No. C58724�
2013 Califor Buildin * Exp.3.31-17
g Code, 2013 kfocel.ved CP c
Standard rna Mechanic ivlL
Structure gSCE 7-10 ode, Americ n S Electric Code °FcauFo�`�'
al Cmia
Specif'� , 2012 gmerM�nimurn Design boa n S°ciety of Civil ,
ation for wood C n Forest & p Loads for Buildin Engineers
codes which are ado °nstruction, Local
Association
dings and Other
Ass n, National Design
which
Desi pted by reference al Municipal Co gn by
or enacted by laved e, and all other
The existing structure
original condition T has been built
required live load he existing roof under a building
Mold of been substa d the ability o f therrcture is capable of its and is in its
or Una red oof structure to support its code
Contractor shall modificat►o by the age of the upport live loads
to
in,
°f make inspection of to the existin structure, ter
existing roof • the roof the existing g structure. mites or
Assis capable mounted solar g roof fram. Solar Energy
All 2xmed Design Pa ale of supporting min mu y system to verifYstem prior
A114x members are gradeters: roof live to y that the
ads.
All Roo f tubers are Douglas Fir #
All Co Connectors grade Douglas F- 2 or better
crete Original StrucFurundatons Sim
epsons Strong Tie outer
Of the Applica e was built t 2500 psi o Equal V
ble Buildin ° the Type-V r stronger
g Code at the time °fd Framed Standards
)16-2371 ESD Hughes Re Construction.
S1den..,. n
Loyd "a Martin prof 2510 �/�/. 23-7 Professional En
Email. ►° St. #206 Torrance Engineer, Inc
ydwmartin@gmail.com A 90505 Tel:1.310.464. 1804
Note to Building official: WWW.lo
Ydwmartin.com
Based upon a review
existing Based
of the
loads causrooed framing system Proposed pabl plans I safely
confident that the
y m is capable of s shall field v by the solar photovoltaic afel
erify that the energy Y suppOrtmg the addition
condition and verify existin 9Y system. The contractor
Y that it can g roof structure is in its original
roods• Attached in this support the
normal code re permitted
members can su package are several calculations showind roof live
Furthermore support the additional Weight
selsrnic anaays
l an analysis of the solar of the solar g that the
Ysis of the existing structure are alsopnc for array. a
wind forces and
Check Existin lulled.
Roof Trusses;
WDL+ii
w = 30 Psf x 2 ft = 60 plf
R1 9
14' R2
Total load on truss = 60 plf x 14 ft. = 840 I bS PR WESS/pygl
No. C58724 9
* EXP. 3-31-17
N
T9T C/V R �P
F�F CALI
2016-
2371 ESD Hughes Resiria ,.._
Loyd W. Martin Professional En ineer,2510 W. 237thTorrance,CA 90505 Te1�1.310.464.1nC.
Email: loydwmartin@gmail.co I 804
www•loydwmartin.com
Check Existin Roof Trusses:
P pp p
w
6DL+LL
wDL+LL = 30 psf x 2 ft. = 60 pif q
I w DL LI
R1 1
14' R2
Total load on truss p 3.7 6.6'
= 60 Of 3.7
28Ofx6.6ft. + ( 4' x1.65' x3psfx4 )
= 708 Ibs < 840 Ibs OK
Check attachment of Su ort to Existing
Structure for Wind U lift
CHECK SOLAR STRUCTURE ATTACHMENTS PER ASCE 7-10 COMPONENTS AND
CLADDING METHOD 1 PART 2 FIGURE 30.5-1 THEREFORE CHECK ATTACHMENT
FOR TYPICAL CRITICAL LOAD WHICH IS THE EDGE ZONE - ZONE 2
NOTE: PER DEFINITION ON SHEET 243 OF ASCE 7-10 EFFECTIVE WIND AREA:
"FOR CLADDING FASTENERS THE EFFECTIVE WIND AREA SHALL NOT BE
GREATER THAN THE AREA THAT IS TRIBUTARY TO AN INDIVIDUAL FASTENER."
PER FIGURE 30.5-1 OF SHEET 346 ASCE 7-10 WIND SPEED 130 MPH
EFFECTIVE AREA - �oQROFEssioN9
- 15SQFT �
INTERPOLATION OF WIND UPLIFT FORCE: c
No. C58724
Pnetao = -46.5 psf * Exp.3-31-17
T9
OIVIL \Q
TFOf C AL\F
2016-2371 ESD Hughes Residence Sht# 3 of 6
Date- Aiins.�+ nn
Loyd W. Martin Professional
2510 W. 237th Sc.
t. Engineer I
Email: to #206 Torrance,CA 90505 Tel:1 804
ydwrnartin@9mail.corn 310.464.1804
Check attachment of S Www'loydwmartin.com
u ort to Existin Structure for
Tributa Wind Uplift - Cont'd
1Y Area to Each Solar
Mount = 4 ft. x 2.75 ft. =
Calculate U 11 sq.Uplift at each support, ft. ( Max )
pnet = /1 Kzt I pnet3o
A = 1.35 Eq n 30.5-1 ASCE 7_1 ��PROFESS/pN9l
Wind Speed 13U rn 0 c
1.0
Kit = 1.0 ph Exposure � °
I = C ay No. C58724
pnet3o = -46.5 psf * Exp.3-31-17
s
pnet = 1.35 TgT 0/VIA.
(-46.5 psf) �P
X 1.O x 1 �CFCALIFO��
.0 x _ _62.8 psf
Nominal (Unfactored
Note: Section ) Uplift at each
Design. 2•4•1 of ASCE 7_ 10 support = 62.8 psf x 11
9n. Note: applicable Load ' Basic Load Combinations ft. = 691 Ibs
Design (Factored) Combination #5 °mbmations for Allowable Stress
De Load per lag screw = 4f14t b's 1 =414 lbs0 6 x(691 bs W414 Ibs
Ibs /
ter ng to allowable
12 ND per 5/16" lag screw w/2.5^
accor
embedment into wood below
W ' = W x Cd x Ct
where: Table 10.3.1 2012 NpS
W = 266 Ibs /in. of embed
% = 1 6 per Table 2 embedment per Table 11.2a
Ct = 1 0 per Table 3 2 of 2012 NDS
W = 266 Ibs/in. 10.3.4 of 2012 NpS
x 2.5 in. x 1.6
Support connected to X 1.0
Use Su = 1,064 Ibs > 414 Ibs OK
w/ (1) 5/16'x 6° lag screw e Min. Roofember
per connectioM
minimum.
2016-2371 ESE) Hughes Residence
Loyd W Martin pr
2510 W. 237th °fession
Email: ►oydw t' #206 Torrance ai Engin �err1C.
martin@9mail.com A 90505 Tel:1.310.464.1804
Check www.10ydwmartin.com
Seismic load
due to added
dead load of
Determine hotovoltaic s stem.
Seismic Weight of Effective Existin Existing Building.
Seismic Wet ht Area
of(E) Building =
Approximate Approximately 1,400 sq. ft.
Effective
Seismic =
Weight 1,400 sq. ft. x 30 ps f ave. _
42,000 LBS
DETERMINE BASE
SHEAR
V = Cs W
EQ'N 12.8-1 ASCE 7-10
Cs =
r R ) EQ'N 12.8-2 ASCE 7-10
L le J
R = THE RESPONSE MODIFIC
R = 6.5 WOOD SHEAR ATION FACTOR IN TABLE 12.2-1
le = 1.0
WALLS
IMPORTANCE FACTOR
S213�S x Sms EQ'N 1 rcOPROFESS/pNgl
MS= FA x Ss 1.4-3 ASCE 7-10
SMs = 1.0 x 1.5 = 1.5Q N 11.4-1 ASCE 7-10 No. C58724
SOS = 213 x 1.6 = 1.0 * Exp.3-31-17 9
CS =
T9T�CF ALVC- � P
I i.-S1 = 0.154
EQ'N 12.8-2 ASCE 7-7 0
1016-2371 ESD Hughes Residence
Loyd W. Martin Professional Eegineer, Inc.
310.464.1804
y wWw.loydwmartin.com
7th
2510 W• 23 St. #206 Tornail c , 90505
Email: loydwmal tin@g
EXISTING BASE SHEAR
V = 0.154 x 42,000 LBS = 6,468 LBS EO'N 12.8-1 ASCE 7-10
DETERMINE NEW BASE SHEAR With Solar Array:
Determine Seismic Weight of Building
EXISTING = 42,000 LBS
SEISMIC
WEIGHT
NEW SOLAR = 3 PSF x 8 PANELS x 3.3, x 5.5' = 436 LBS
ARRAY
NEW = 42,000 LBS + 436 LBS = 42,436 LBS
SEISMIC
WEIGHT
THEREFORE NEW BASE SHEAR: EQ'N 12.8-1 ASCE 7-10
V = 0.154 x 42,436 = 6,535 LBS
6,535 LBS - 6,468 LBS x 100 = 1.0 % < 10% OK
CHANGE = 6,468 LBS
0 SECTION 11.6.4 ALTERATIONS SYSTEM EXEMPT
EXISTING LATERAL
OK. PER ASCE 7-1 S FORCE RESISTING S Q oFE8slo q
FROM ANALYSIS SINCE NEW SEISMIC FORCE IS
EATER THAN EXISTING SEISMIC FORCE.
LESS THAN 10% GR �o R % c
o
"Alterations are permitted to be made to any structure without era
wiring the " No. C58724
I with this standard provided the alterations comply * Exp.3-31.17
existing structure to comp Y percent or s C I V
structural element by more than 10 p
with the requirements for a new structure. Alterations that increase a TgTF pF VA��F��
seismic force in any existing existing structural element to resist
th of any permitted unless the
decrease the design strength percent shall not be p I with this
seismic forces by more than 10 p
entire seismic force-resisting system is determined to comp Y
standard for a new structure."
End of Calculations Sht# 6 of 6
Date: August 03, 2016
2016-2371 ESD Hughes Residence