PMT16-00704 City of Menifee Permit No.: PMT16-00704
29714 HAUN RD. Type: Residential Electrical
r
<CCELH? MENIFEE, CA92586
MENIFEE Date Issued: 05/13/2016
PERMIT
Site Address: 29114 WILLIOWS LANDING DR, Parcel Number: 333-333-016
MENIFEE, CA 92585 Construction Cost: $28,000.00
Existing Use: Proposed Use:
Description of INSTALL ROOF MOUNTED SOLAR PV SYSTEM 24 MODULES, 1 INVERTER, 7.84KW
Work:
Owner Contractor
CARA TETER SEA BRIGHT SOLAR INC
29114 WILLOWS LANDING DR 1785 INDUSTRIAL PARK AVE
MENIFEE, CA 92585 BLDG A
Applicant Phone: 9093350820
OSCAR CRUZ License Number:900399
1785 INDUSTRIAL PARK AVE
BLDG A
REDLANDS, CA 92374
Fee Description Q_yt Amount f$)
Solar, Residential or Small Commercial 1 252.00
Building Permit Issuance 1 27.00
Additional Plan Review Electrical 158 157.50
GREEN FEE 1 2.00
SMIP RESIDENTIAL 1 4.00
General Plan Maintenance Fee-Electrical 1 12.60
$455.10
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 1 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 ❑I am exempt from Iicensure under the Contractors State License Law for
Professions Code and my license is in full force and effect. the following reason:
License Class License No. 900'59Q By my signature below I acknowledge that,except for my personal residence
Expires lu/1L -LA L95ignature %1 in which I must have resided for at least one year prior to completion of
improvements covered bythis 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 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 w,ww.leginfo.ca.gov/calaw.htmi.
this permit is issued. '
Policy N Date
❑I have and will maintain workers compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT
section 3700 of the Labor Code,for the performance of the work for which ❑By my signature below 1 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: /r - application and the information I have provided is correct.I agree to comply
Carrier 'S tc" 1'�J\� with all applicable city and county ordinances and state laws relating to
�t building construction.I authorize representatives of this city or county to
Q
Policy$ O 1 Q'S L 0 ( t'f s Expires I I 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,
I shall not emolov any persons in any manner so as to become subject to the CITY BUSINESS LICENSE N Q 3-1 b ( i
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,1 shall(forthwith omp/lly With those pro . ions. Will the applicant or future building occupant handle hazardous material or a
Applicant I1�A ZY ZZXDate S- 13— A mixture containing a hazardous material equal to or greater that the
_ amounts specified on the Hazardous Materials Information Guide?
WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS ❑Yes Emo
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 for guidelines
CONSTRUCTION LENDING AGENCY ❑Yes Ao
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 boun ary of a school?
(Section 3097 Civil Code) ❑Yes 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 underthe State of
California Health&Safety Code,Section 25505 and 25534 concerning
Contractors 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 Ao
1nI
Business and Professions Code).Any city or county that requires a permit to owl, I to
construct,alter,improve,demolish or repair any structure,prior to its PR PERTYOWNER OR AUTHORIZED AGENT
issuance,also requires the applicant for the permitto file a signed statement
that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING(RRP)
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 Iicensure receiving compensation for most work that disturbs paint in a pre-1978
and the basis for the alleged exemption.Anyvialation 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 orthrough their
❑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.ei)a.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 Contractors State License Law does not apply to an owner of a ❑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 forthe purpose of sale. ❑No EPA Lead-Safe Certified Firm Is required forthis project because:
❑I,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 fortBui0ing Safety
DATE: 03/23/16 ❑ APPLICANT
d✓JGRIS.
JURISDICTION: City of Menifee ❑ PLAN REVIEWER
❑ FILE
PLAN CHECK NO.: PMT16-00704 SET: I
PROJECT ADDRESS: 29114 Willows Landing Dr.
PROJECT NAME: CARA TETER 7,000 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 contacte.d�.— Telephone #:
Date contacted: (byx I y/ ) Fax #:
Mail Telephone Fax In Person E-mail:
❑ REMARKS:
By: Sergio Azuela Enclosures:
EsGil Corporation
❑ GA ❑ EJ ❑ PC 03/15
9320 Chesapeake Drive, Suite 208 ♦ San Diego, Califomia 92123 ♦ (858) 560-1468 ♦ Fax(858)560-1576
City of Menifee PMT16-00704
03/23/16
[DO NOT PAY- THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: City of Menifee PLAN CHECK NO.: PMT16-00704
PREPARED BY: Sergio Azuela DATE: 03/23/16
BUILDING ADDRESS: 29114 Willows Landing Dr.
BUILDING OCCUPANCY: TYPE OF CONSTRUCTION:
BUILDING AREA Valuation Reg. VALUE ($)
PORTION ( Sq. Ft.) Multiplier Mod.
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code nnnf iManual Input
Bldg. Permit Fee by Ordinance W
Plan Check Fee by Ordinance W
Type of Review: ❑ Complete Review ❑ Structural Only
❑Repetitive Fee ❑ Other
Repeats � 1.5 Hrs. @ * /
EsGil Fee $105.00 $157.50 "
` Based on hourly rate
Comments: 1 1/2 hours plan review.
Sheet 1 of 1
macvalue.doc+
ALLAN ENGINEERING
Civil-Structural-Planning-Mechanical
17906 Corrine Way,Riverside CA 92504
Phone: (951)-776-1515, Fax: (951)776-1585
Date: FEBRUARY 27, 2016
SUBJECT: STRUCTURAL ANALYSIS FOR ROOF MOUNTED SOLAR PANEL
AT 29114 WILLOWS LANDING DR. MENIFEE CA 92585
Attention: Plan Checker
Attached you will find structural calculations for a roof mounted solar panel assembly located at the subject
address.Lateral and Gravity analysis were performed(see attached calculations)
The existing roof framing design was determined to be capable of supporting the solar panel assembly as
proposed
Please call me at 951-776-1515 or by email at structLiralengineer@live.com if you have any questions
D0(---
Collins Allan,PE /P� eoFesy�
Civil Engineer
C 60527 ¢ Q
' zl 0.0
City of Menifee
Building & Safety Dept.
MAR 14 2016 Op VALIFOF ^ /
Received
Project:GRAV lit me
T Collins Allan /
Location:Rafter Analysis for gravity load Allan Engineering
1790
Multi-Loaded Multi-Span Beam -- 17906 Corinne Way or
[2013 California Building Code(2012 NDS) :� Riverside CA 92504
1.5 IN x 3.5 IN x 6.5 FT (Actual 6.5 FT)
#2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 2/27/2016 10:02:28 AM
Section Adequate By:10.0%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.19 IN U415
Dead Load 0.14 in
Total Load 0.33 IN U240
Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180
REACTIONS 9 ja
Live Load 130 lb 130 lb
Dead Load 95 lb 106 lb t 3
Total Load 225 lb 236 lb
Bearing Length 0.24 in 0.25 in 1
BEAM DATA Center
Span Length 6.5 ft — - - —
Unbraced Length-Top 0 it A ----- s.s ft- ------ B-
Unbraced Length-Bottom 6.5 ft
Beam End Elevation Difference 0.5 ft
Live Load Duration Factor 1.15
Notch Depth 0.00 UNIFORM LOADS Center
MATERIAL PROPERTIES Uniform Live Load 40 pif
Uniform Dead Load 20 p
#2-Douglas-Fir-Larch if
Base Values Adiusted Beam Self Weight 1 pif
Bending Stress: Fb= 900 psi Fb'= 1553 psi Total Uniform Load 61 pif
Cd=1.15 CF=1.50 POINT LOADS-CENTER SPAN
Shear Stress: Fv= 180 psi Fv'= 207 psi Load Number One Three Four
Cd=1•15 Live Load 0lb 0lb 0 lb
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Dead Load 21 lb 21 lb 21 lb
Comp.-Lto Grain: Fc--L= 625 psi Fc--L= 625 psi Location 1 ft 5ft 5.5ft
Controlling Moment: 360 ft-lb
3.31 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: -235 lb
6.979 Ft from left support of span 2(Center Span)
e• Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Reo'd Provided
Section Modulus: 2.78 in3 3.06 in3
_. 4rea(Shear): 1.71 in2 5.25 In2
Moment of Inertia(deflection): 4.02 in4 5.36 in4
Moment: 360 ft-Ib 396 ft4b
4 Shear: -235 lb 725 lb
iNOTES
Live Load=20 psi=20psf x 2'=40 pif
Dead Load=10psf=10psf x 2'=20 pif
n Ropes 8 b87p3,-
J ¢ P
I 0,
`�v� gfVIL ,P
Op CALIFD�'-
A B C
1 Summary Worksheet output Comments
2 Roof Framing 2"x4"C 24"o/c 12.0'max Segment
3 Set Angle of Module(degrees) 23 25 max
4 Rise over 12 Units Run 5.09,
5 PV Module Unit Weight(pounds) 46.7
6 Unit PV Module Width(inches/feet) 61A 5.12
7 Unit PV Module Length(inches/feet) 41.2 3.43
8 Unit PV Module Area(square Feet) 17.57
9 Number of Module Array 24
10 Total Square Area of PV Array(Square Feet) 421.61
11 Aggregate Module Weight(pounds) 984.00
12 Racking and Railing Weight(pounds) 110.00
13 Snow Load(pounds per square feet) 0.00
14 Total Snow Load 0.00
15 Aggregate Module+Snow+Racking Weight(pounds) 1094.00
16 Uplift Per Module(pounds) 830.00 See Wind Uplift Cairn
17 Total Uplift of all Modules in PV Array at Crirtical Section 19920.00 Use to be conservative
18 Net Uplift of army(pounds) -18826.00 Ignore to be conservative
19 Number of Supports(Standoffs) 54
20 Gravity induced Point load Per Support(pounds) 20.3 See Gravity Calm
21 Uplift Per Support(pounds) -348.63
22 5/16"Lag Screw Capacity(Pounds Per Inch)Into DFL 266.00 ND52010 Table 11.2&11.3
23 Required Penetration of 5/16 Lag Screw(inches) -1.31 Penetrate 25"min into rafter per code.
24 Choose Laf Bolt 5/16"Daim.x 2.5"Penetration
25 Square Footage of Roof(SF) 1,500
26 Roof dead Load(psf) 10
27 Roof Weight 15000.00
28 Ratio of PV Assembly Weight to Roof Load 7% Less than 10%Og for Seismic Lateral
aeS``� e0 6 qua
e �
� 6 tF
+� .C' 4 0
Of CALIFdF
PROJECT: 29114 WILLOWS LANDING DR.MENIFEE CA 92585 PAGE:
CLIENT: DESIGN BY: CA
JOB NO.: REVIEW BY:
rWininalpsis for Open Structure Solar Panels Based on ASCE 7-2010
UT DATA
sure category R,c ar D) = C
rtance factor,1.0 only,(Table t.S2) I = 1,00c wind speed(ASOE 7-1026.5.1) V = 135 nrl(Max.)
Topographic factor(26.8 a Table 26.8-1) Ka = 1 Flat ^-
Roof slope 4.85 : 12
Roof length L = 5.12 it ]
Roof horizontal projected width B = 3.45 It
Effective area of component/cladding A = 18.01 fill
DESIGN SUMMARY
1.Main Wind-Fame Resisting System
Max horizontal force/base shear from roof = 0.33 kips
+ 0.03 kips(save&columns increasing)
0.36 kips
Max vertical download force = 0.88 kips
Max vertical uplift force = 0.83 kips
Max moment at centroid of base from roof = 1.34 ft-kips
+ 0.14 ft-kips leave 8 columns increasing)
£ 1.48 ft-kips
2.Component and Cladding Elements
Max inward pressure = 101 psi
Max net outward pressure = 100 psf
ANALYSIS
Velocity pressure
qi,=0.00256 KI,Ka Kd V2 = 33.71 psf
where: c h=velocity pressure at mean roof height,h.(Eq.28.3-1 page 298&Eq.30.3-1 page 316)
Kh=velocity pressure exposure coefficient evaluated at height,h,(Tab.28.3-1,M 299) = 0.85
Ka=wind directionality factor.(Tab.26.6-1,for building,page 250) = 0.85
Main Wind-Force Resisting System(Sec.27.4.3)
p=qh GCN
F=PA,
where: G=gust effect factor.(Sec.26.9) = 0.85
0=mof angle = 22.01 degree
< 45 deg. [Satisfactory]
A,=roof actual area. = 9.5 fta,windward
= 9.5 fe.leeward
CN=net force coefficients.(Fig.27.4-0,page 267)
Check Fig.27.441 limitation h/B= 0.87 within[0.25,1.0] [Satisfactory]
WINDTO BOTTOM,7=00 WIND TO TOP.7=1800
CLEAR FLOW OBSTRUCTED CLEAR FLOW OBSTRUCTED
0 CASE C. CND CNw CND CNw Cr CNwMOOO
A -2.19 -2.37 -2.20 -2.53 2.23 2.68 0.99
p(psf) 41.67 A5.06 -42.03 -48.09 46.84 50.00 14.5
22.01 F(kips) -0.41 -0A5 -0.44 -0.46 0.45 0.48 0.15
B -3.60 -0.42 -3.45 -1.32 3.27 1.05 2.54
p(psp -67.03 -7.82 -62.50 -25.13 61.35 23.45 36.82
F(kips) -0.65 -0.08 -0.62 -0.24 0.60 0.20 0.35
�D 1tOFESS/
P
P�7F 0.
�• s 16 �,
m9r� Civil.
OF CALIFdF'
(mnfd)
WIND TO BOTTOM.y=O° WIND TO TOP, =1800
CLEAR FLOW OBSTRUCTED CLEAR FLOW OBSTRUCTED
CASE A CASE B CASE A CASE B CASE A CASES CASE A CASE B
Horizontal force I base shear H kl -0.31 -0.28 -0.30 -0.33 0.35 Q30 -0..OS 0.14
Vertical download force VIM
s 0.00 0.00 0.00 1.00 0.75 OAO 0.33
VerBcaluplift force V(kips 0.81 0.66 0.90 0.10 1 6.00 1 0.00 1 0.15 1 0.00
Bending moment at centmid of base M ft-kips) 11.32 11.08 10.49 1.0.53 10.056
Component and Cladding Elements (Sec.30.8.2)
p=9hGCa
where: Cn=net force mef icients.(Fig.30.8-1,page 351)
CLEAR WIND FLOW OBSTRUCTED WIND FLOW
ZONES 1 ZONE 1 ZONE ZONES i ZONE ZONE
Cu 6.00 1 -6.01 1 4.90 1 4.98 1 3.29 1 .3.30 3.84 1 -6.04 1 1.05 -5.01 2.06 -3.30
ps 113.700 -114.531 94.73 1 -63.16 1 94.75 1 -W 1 -115.22 59.35 -95.31 39.57 -62.60
� I
I I
a. a �� AOFE$gf
J M
OR VALIfOF:,.I