PMT16-03093 City of Menifee Permit No.: PMT16-03093
29714 HAUN RD. Type: Residential Electrical
"�A-CCIELJS,> MENIFEE, CA 92586
MENIFEE Date Issued: 11/01/2016
P E R M I T
Site Address: 31813 RUXTON ST, MENIFEE, CA 92584 Parcel Number: 360-592-037
Construction Cost: $23,184.00
Existing Use: Proposed Use:
Description of INSTAL 4.83 KW PV- 14 AC MODULES W/BUILT-IN INVERTERS
Work:
Owner Contractor
KRYSTA REHM SUNPOWER CORPORATION SYSTEMS
31813 RUXTON ST 77 RIO ROBLES
MENIFEE, CA 92584 SAN JOSE, CA 95134
Applicant Phone:9417203850
REBECCA HALE License Number 890895
77 RIO ROBLES
SAN JOSE, CA 95134
Fee Description Qtv Amount
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 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.
AkBidgPennit-Terniplate.rpt Page I 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 contmctor(s)pursuant to the Contractors State License Law).
Chapter9(commencing with section 7000)of Division 3 of the Business and a I am exem pt from ficensure under the Contractor's State License Law for
Professions Code and my license is in full force and effect. the following reason:
License ClassC10406(110 LicenseNo- 9C�O�V4��Bv my signature below I acknowledge that,except for my personal residence
Expires-OLIA412/1-/Shmature 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 I
WORKEWS COMPENSATION DECLARATjjV have built as an owner-builder if it has not been constructed in its entirety by
ci I hereby affirm under penalty of pdroill�y 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 Busin ess and Professions Code,is available upon request when
com pensation,Issued by the Director of Inclustria I 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. www.leRInfo.ca.gov/calaw.htm1.
Policy# Date
c�(Ihave 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 a By my signature below I certify to each of the following:I a in the property
this permit Is issued.My worker's compensation insurance carrier and policy owner or authorized to act on the property owner's beha If.I have read this
number are: application and the information I have provided is correct.I agree to comply
with all applicable city and county ordinances and state laws relating to
Carrier AIH6910-ml �URICII building construction.I authorize representatives of this city or county to
Policy# WL!22q?730 —Expires_ I I /I /1—7 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
a 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#
worker's compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARAMON
subject to the worker's compensation provis ons of Section 3700 of the Labor
Code,I shall Lojjbuyith Will the applicant or future building occupant handle hazardous material or a
A R t OIAJOVIG mixture containing a hazardous material equal to or greater that the
amounts specified on the Hazardous Materials Information Guide?
WARNINWfALeRE TO S96-H&ORKER'S COMPENSATION COVERAGE 15 oYes oNo
UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building
AND CIVI L 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 3706 OF THE LABOR CODE,INTEREST,AND ATTORN EYS FEES forguidelines
CONSTRUCrION LENDING AGENCY a Yes a No
I hereby affirm that under the pena Ity,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) uYes ciNo
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 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 Dyes a 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 AGE�T—
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 EPA RENOVATION,REPAIR AND PAINTING IRRIP)
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-2978
and the basis for the alleged exemption.Any violafion of Section 7031.5 by residence or childca re facility to be RRP-certified firms and com ply with
an Applicant for a permit subjects the applicant to a civil Pena Ity of not more required practices.This includes rental property owners and property
than($500). managers who do the paint-disturbing workthemselves orthrough their
o 1,as owner of the property,or my employee with wages as their sale employees.For more information about EPA's Renovation Program visit:
compensation,will do I )all of or I )portion of the work,and the structure is www.epa.gov/lead or contact the National Lead Information Center at
not intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323).
Code,The Contractor's State Urcense Law does not apply to an owner of a ci 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 am not intended or offered for Certified Firm Name:
sa le.If,however,the building or improvement is sold within one year of Firm Certification No.;
completion,the Owner-Elullder will have the burden of proving that It was
not built or improved for the purpose of sale. u No EPA Lead-Safe Certified Firm is required for this project because:
o 1,as owner of the property am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business a nd 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.
structural
October 4,2016 ENGINEERS City of Menitee
SunPower Corporation ElUilding & Safety Dept.
77 Rio Robles
San Jose,CA,95134 OCT 2 0 2016
Subject:Structural Certification for Installation of Solar Panels
Job Number:16-13916 R()Celvad
Client: Krysta Rehm-RP-02114
Address:31813 Ruxton Street,Menifee,CA 92584
Attn.:To Whom It May Concern
A field observation of the condition of the existing framing system was performed by an audit team from SunPower Corporation.
From the field observation of the property,the existing roof structure was observed as follows:
The existing roof structure consists of:
Concrete'Flat'or'S'Tile over Roof Plywood is supported by 2x4 @ 24"o.c.DF#2 at ARRAY 1.The top chords are sloped at
approximately 18 degree and have a maximum projected horizontal span of 7 ft 7 in between load bearing walls.
Design Criteria:
• Applicable Codes=2013 CBC,ASCE 7-10,and NDS-12
• Ground Snow Load=0 psf
• Roof Snow Load=0 psf ARRAY I
• Roof Dead Load=13.7 psf ARRAY I
• Basic Wind Speed=110 mph Exposure Category C
As a result of the completed field observation and design checks:
ARRAY 1:it is adequate to support the loading imposed by the installation of solar panels and modules.Therefore,no structural
upgrades are required.
I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports
and modules had been reviewed and determined to meet or exceed the requirements without structural upgrade in accordance with the
2013 CBC.
V�LOFES 10,V,
If you have any questions on the above,do not hesitate to call. TH
Prepared By:
P7SE,Inc.-Structural Engineers
Roseville,CA
)60 U'C__T
8150 Sierra College Boulevard,Suite 150, Roseville, CA 95661
T 916.961.3960 F 916.961.3965 1,N www.pzse.com
Experience I Integrity I Enipc),,,,emient
strue
October 4,2016 E
SunPower Corporation
77 Rio Robles
San Jose,CA 95134
Attn.:To Whom It May Concern
re:Job 16-13916 : Krysta Rehm- RP-02114
The following calculations are for the structural engineering design of the photovoltaic panels located at
31813 Ruxton Street, Menifee, CA 92584.After review, PZSE, Inc. certifies that the roof structure has
sufficient structural capacity for the applied PV loads.
If you have any questions on the above, do not hesitate to call.
FESSt,
NEFH
Prepared By:
PZSE, Inc.-Structural Engineers
N.S3878
Roseville, CA ExP3.31.17
169 1.
U
lee OF C
8150 Sierra College Boulevard,Suite 150, Roseville, CA 95661
T 916.961.3960 F 916.961.3965 I/V www.pzse.com
Expe-Hence I Integrity I Empowerment
Project: Customer Name—Job#: 16-13916
Date: 10/4/2016 Engineer: WL
Gravity Loading
Roof Snow Load Calculations
po=Ground Snow Load PSI`
C.a Exposure Factor= 0.9 (ASCE7-Table 7-2)
C,=Thermal Factor= 1.1 (ASCE7-Table 7-3)
1=Importance Factor= 1
pf=0.7 C.C,I p, Psf (ASCE7-Eq 7-1)
where p,!;20 psf,Pf min=I x pg= N/A
where p,>20 psf,P,min=20 x I= N/A
Per ASCE 7-10,minimum values of Pf shall apply to hip and gable roofs with slopes less
than 15-.
Therefore, pf=Flat Roof Snow Load psf
p�=C�PF (ASCE7-Eq 7-2)
Cs=Slope Factor 1.000 ARRAY I
Ps=Sloped Roof Snow Load 0.0 P5f ARRAY 1
PV Dead Load 3 psf(Per SunPower Corporation)
Roof Live Load 20.00 Psf ARRAY 1
Note:Roof live load is removed in area's covered by PV array.
Roof Dead Load ARRAY 1
Concrete'Flat'or'S'Tlle 10.00
Roof Plywood 1.50
2x4 Top Chords @ 24"o.c. 0.57
Vaulted Ceiling 0.00 (Ceiling Not Vaulted)
Miscellaneous 0.93
Total Roof DL ARRAY 1 13.0 psf
DL Adjusted to 18 Degree Slope 13.7 psf
2 of 5
Project: Customer Name-Job#: 16-13916
Date: 10/4/2016 Engineer: WL
Wind Calculations
Per ASCE 7-10 Components and Cladding
Input Variables
Wind Speed 110 mph
Exposure Category C
RoofShape Gable/Hip
Roof Slope 18 degrees
Mean Roof Height 20ft
Building Least Width 45 ft
Effective Wind Area 15.5 sf
Roof Zone Edge Distance,a 4.5 ft
Design Wind Pressure Calculations
Wind Pressure P=qh*(G*Cp)
qh=0,00256*Kz*Kzt* Kd*VA2 (Eq.30.3-1)
Kz(Exposure Coefficient) 0.9 (Table 30.3-1)
Kzt(topographic factor) 1 (Fig.26.8-1)
Kd(Wind Directionality Factor) 0.85 (Table 26.6-1)
V(Design Wind Speed) 110 mph (Fig.26.5-1A)
Risk Category 11 (Table 1.5-1)
qh= 23.7 psf
0.6*qh= 14.22
Standoff Uplift Calculations
Zone I Zone 2 Zone 3 Positive
GCp= -0.89 -1.67 -2.56 0.49
Uplift Pressure= -12.71 psf -23.74 psf -36.45 psf 6.94 psf
Attachment Dead Load= 3.00 psf 3.00 psf 3.00 psf
Max Rail Span Length= 6.00ft 6.00 ft 6.00 ft
Longitudinal Length= 2.58 ft 2.58 ft 2.58 ft
Attachment Tributary Area= 15.50 sf 15.50 sf 15.50 sf
Footing Uplift= -901b -193 lb -3111b
Fastener Capacity Check
Fastener= 5/16 inch
Number of Fasteners= I
Minimum Threaded Embedment Depth= 2.5
Pullout Capacity Per Inch= 2661b
Fastener Capacity= 10641b
1064 lb capacity>311 lb demand Therefore,OK
3 of 5
Project: Customer Name--Job M 16-13916
Date: 10/4/2016 Engineer: WL
Framing Check
ARRAY I PASS
w=33 plf
Dead Load 13.7 psf
PV Load 3.0 psf
Live Load 20.0 psf 2x4 Top Chords @ 24"o.c.
Member Span=7--7"
Governing Load Comb. DL Note:Attachments shall be Staggered.
Total Load 16.7 psf
Member Properties
MemberSlze S(in A 3) 1(in A 4) Lumber Sp/Gr MemberSpacing
2x4 3.06 5.36 DF#2 @ 24"o.c.
Check Bending Stress
Fb(psi) Vb x Cd x Cf x Cr (NDS Table 4.3.1)
900 x 0.9 x 1.5 x 1.15
Allowed Bending Stress=1397.2 psi
Maximum Moment = (wLA2)/8
= 240.091 ft#
= 2831.1 in#
Actual BendingStress=(Maximum Moment)/S
=940.8 psi
Allowed>Actual—67.4%Stressed -- Therefore,OK
Check Deflection
Allowed Deflection(Total Load) L/180 (E 1600000 psi Per NDS)
= 0.505 In
Deflection Criteria Based on ContinuousSpan
Actual Deflection(Total Load) (w*LA4)/(185*E*I)
= 0.121 in
= L/753 < L/180 Therefore OK
Allowed Deflection(Live Load) L/240
0.379 in
Actual Deflection(Live Load) (w*LA4)/(185*E*I)
0.050 in
L/1820 < L/240 Therefore OK
Check Shear
Member Area 5.3 inA2 Fv(psi)= 180 psi (NDSTable4A)
Allowed Shear = Fv*A 945 lb Max Shear(V)=w L 2 1271b
Allowed>Actual 13.5%Stressed — Therefore,OK
4 of 5
Project: Customer Name Job#: 16-13916
Date: 10/4/2016 Engineer: WL
Lateral
2013 CBC CH34
Existing Weight of Effected Building
Level Area Weight(psf) Weight(lb)
Roof 2475sf 13.7 psf 33908 lb
Ceiling 2475sf 6.0 psf 14850 lb
7/8"Stucco 1333 sf 11.0 psf 14667 1 b (13.5'Wall Height)
Int.Walls 667 sf 6.0 psf 4000 lb
Existing Weight of Effected Building 67424 lb
Proposed Weight of PV System
Weight of PV System(Per SunPower Corporation) 3.0 psf
Approx.Area of Proposed PV System 254 sf
Approximate Total Weight of PV System 762 lb
10%Comparison
10%of Existing Building Weight(Allowed) 6742 Ib
Approximate Weight of PV System(Actual) 762 lb
Percentincrease 1.1%
6742 lb>762 lb,Therefore OK
5 of 5
Menifee PMT16-03093
10/27/2016
EsGil Corporation
In(Partnership with governmentfor Buirdiny Safety
DATE: 10/27/2016 El A��PLICANT
U�JLIRIS.
JURISDICTION: Menifee El PLAN REVIEWER
El FILE
PLAN CHECK NO.: PMT16-03093 SET: III
PROJECT ADDRESS: 31813 Ruxton Street
PROJECT NAME: Rehm 14 AC PV Modules
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.
F1 The applicant's copy of the check list has been sent to:
Z Esgil Corporation staff did not advise the applicant that the plan check has been
completed.
F� Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted- Telephone
Date contacted: (b Fax #:
Mail Telephone Fax q1nrson E-mail:
REMARKS:
By: Morteza Beheshti Enclosures:
EsGil Corporation
El GA El EJ F-1 PC 10/21
Menifee PMT16-03093
00/29/2016 [DO NOT PAY— THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: Menifee PLAN CHECK NO.: PMT16-03093
PREPARED BY: Eric Jensen DATE: 09/29/2016
BUILDING ADDRESS: 31813 Ruxton Street
BUILDING OCCUPANCY:
BUILDING I;::; 1 :11!on Reg. 1111 l��,I I E:
PORTION ( Sq. Ft.) Multiplier Mod.
Air Conditioning
Fire Sprinklers
TO AL VALUE
Jurisdiction Code Irnrif IManual input
Bldg.Permit Fee by Ordinance
Plan Check Fee by Ordinance
Type of Review: Complete Review El Structural Only
F-1 Repetitive Fee El Other Hrs. @
Repeats D—Ha!i�
I W EsGil Fee =$157-50
Based on hourly rate
Comments: Sheet 1 of 1
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