PMT16-01874 City of Menifee Permit No.: PMT16-01874
29714 HAUN RD.
<ACCELA? MENIFEE, CA 92586 Type: Residential Electrical
MENIFEE Date Issued:
06(30/2016
PERMIT
Site Address: 31919 HALEBLIAN RD, MENIFEE, CA Parcel Number: 372-222-019
92584 Construction Cost: S43,750.00
Existing Use: Proposed Use:
Description of INSTALL ROOF MOUNTED SOLAR SYSTEM, 33 PANELS, 33 MICROINVERTERS,8.75 kW
Work:
Owner Contractor
DAWN VERNOLA COMPLETE SOLAR SOLUTION OF CALIFORNIA INC
31919 HALEBLIAN ROAD 1850 GATEWAY DRIVE STE 450
MENIFEE, CA 92584 SAN MATEO, CA 94404
Applicant Phone: 8555416703
SARAH PRADO License Number: 961988
COMPLETE SOLAR SOLUTION OF CALIFORNIA INC
1850 GATEWAY DRIVE STE 450
SAN MATEO, CA 94404
Phone:7143486345
Fee Description ON Amount ISI
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 6.00
General Plan Maintenance Fee-Electrical 1 12.60
$457.10
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 of 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_B1dg 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)pursuantto the Contractors State License Law).
Chapter9(commencing with section 7000)of Division 3 of the Business and o 1 am exempt from licensure underthe Contractor's State License Law for
Professions Coded my
rrl,icense is in full force and effliett
the following reason:
License ^ By my signature below 1 acknowledge that,except for my personal residence
ExpiresC ass` Signature in which l must have resided for at least one year prior to completion of
improvements covered by this permit.)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
o I hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.)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 le infp.ca. ovc Iaw.latml.
this permit is issued. /n�
Policy# _[ 1.� Date
o I have 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: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: ppp ` 1�, y / application and the information I have provided is correct.I agree to comply
Carrier � N' \3 �`�`QMq with all applicable city and county ordinances and state laws relating to
�!�((""}},,//'-��['' building construction.I authorize representatives of this city or county to
Policy# Q"1 q\ Expires �7 Y 1_� enter three above identified prrooperty or inspection purposes.
(This section need not to be completed is the permit is for one-hundred l�/1r 1� P .t�� �-V r t
dollars($100)or less LT-1P \ t u t Date
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#
worker's compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION
subject to the worker's compensation provisions of Section 3700 of the Labor
Code,1 shallPfth�with comply w'th those p ov'ions. r_ Will the applicant or future building occupant handle hazardous material or a
Applicant_ C' �/� � i Date -ZA— ,O mixture containing hazardous material equal to orgreaterthatthe
1I amounts specified on the Hazardous Materials Information Guide?
WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS o Yes o No
UNLAWFUL,AND SHALL SUBIECTAN 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)?See permitting checklist
IN SECTION 37060E THE LABOR CODE,INTEREST,AND ATTORNEYS FEES forguidelines
CONSTRUCTION LENDING AGENCY ciYes ❑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
Contractor's License Law for the reason(s)indicated below by the California Health&Safety Code,Section 25505 and 25534 concerning
checkmark(s)1 have placed next to the applicable item(s)(Section 7031.5
hazardous material reporting.
Business and Professions Code).Any city or county that requires a permit to old - o Date
construct,alter,improve,demolish or repair any structure,prior to its PROP\ERTYOWNER 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 Contractor's 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 licensure receiving compensation for most work that disturbs paint in apre-1978
and the basis for the alleged exemption.Any violation of Section 7031.5 by residence compenor sation
n for mosty to work
that distuified rbs
and comply with
than
Applicant fora 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 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.eoa.aov/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 Contractor's State License Law does not apply to an owner of a ❑An EPA Lead-Safe Certified Renovator will be responsible for thisproject
property who,through employees'or personal effort,builds or improves the p
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. o 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 RAP rule please Fill out the RRP
Acknowledgement.
EsGil Corporation
In'Partnership with Government for eftiOng Safety
DATE: 06/22/16 C.] rAICANT
S.
JURISDICTION: Menifee ❑ REVIEWER
❑ FILE
PLAN CHECK NO.: PMT16-01874 SET: I
PROJECT ADDRESS: 31919 Haleblian Road
PROJECT NAME: Vernola 33 microinverter rooftop PV 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: (by(4�
Fax #:
Mail Telephone Fax In Person E-mail:
❑ REMARKS:
By: Morteza Beheshti Enclosures:
EsGil Corporation
❑ GA ❑ EJ ❑ PC 06/15
9320 Chesapeake Drive, Suite 208 ♦ San Diego, Califomia 92123 ♦ (858)560-1468 ♦ Fax(858)560-1576
Menifee PMT16-01874
06/22/16
(DO NOT PAY— THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: Menifee PLAN CHECK NO.: PMT16-01874
PREPARED BY: Morteza Beheshti DATE: 06/22/16
BUILDING ADDRESS: 31919 Haleblian Road
BUILDING OCCUPANCY: TYPE OF CONSTRUCTION:
BUILDING AREA Valuation Reg. VALUE ($)
PORTION ( Sq. Ft.) Multiplier Mod.
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code mnf Manuallnput
Bldg. Permit Fee by Ordinance W
Plan Check Fee by Ordinance
Type of Review: ❑ Complete Review ❑ Structural Only
❑Repetitive Fee ❑ Other
Repeats � 1.5 Hrs.� p
EsGil Fee $105.00 $157.50
Based on hourly rate
Comments: 1 112 hours plan review.
Sheet 1 of 1
macvalue.doc+
Loyd W. Martin Professional Engineer, Inc.
2510 W. 237th St. #206 Torrance,CA 90505 Tel:1 .310.464.1804
Email: loydwmartin@gmail.com www.loydwmartin.com
Structural Calculations for a Roof Mounted Solar Photovoltaic System for:
Vernola Residence Building of MenIlee& Sate
ty Dept. �oQROF SS/0�91
31919 Haleblian Road, o
Menifee, CA 92584 JUN Il 4 2016 LL! No. C58724
* Exp.3-31-17
Applicable Codes: Received s, HIV„ ,P
9TP OF C Al\F
2013 California Building Code, 2013 California Electric Code,
2013 California Mechanical Code, American Society of Civil Engineers
Standard ASCE 7-10 Minimum Design Loads for Buildings and Other
Structures, 2012 American Forest & Paper Association, National Design
Specification for Wood Construction, Local Municipal Code, and all other t—
codes which are adopted by reference or enacted by law.
Assumed Design Parameters:
The existing structure has been built under a building permit and is in its
original condition. The existing roof structure is capable of its code Q
required live load and the ability of the roof structure to support live loads
has not been substantially reduced by the age of the structure, termites or
mold, or unauthorized modifications to the existing structure. Solar Energy
Contractor shall make inspection of the existing roof framing system prior
to installation of the roof mounted solar energy system to verify that the
existing roof is capable of supporting minimum roof live loads.
Assumed Design Parameters:
All 2x members are grade Douglas Fir #2 or better
All 4x members are grade Douglas Fir #1 or better
All Roof Connectors are Simpsons Strong-Tie or Equal
All Concrete Foundations are fc = 2500 psi or stronger
Original Structure was built to the Type-V Wood Framed Standards
of the Applicable Building Code at the time of Construction.
Sht # 1 of 6
2016-1805 Complete Solar Vernola Residence Date: June 04, 2016
Loyd W. Martin Professional Engineer, Inc.
2510 W. 237th St. #206 Torrance,CA 90505 Tel:1 .310.464.1804
Email: loydwmartin@gmail.com www.loydwmartin.com
Note to Building Official:
Based upon a review of the proposed plans I am confident that the
existing roof framing system is capable of safely supporting the additional
loads caused by the solar photovoltaic energy system. The contractor
shall field verify that the existing roof structure is in its original permitted
condition and verify that it can support the normal code required roof live
loads. Attached in this package are several calculations showing that the
roof members can support the additional weight of the solar array.
Furthermore, an analysis of the solar array's support for wind forces and a
seismic analysis of the existing structure are also included.
Check Existing Roof Trusses:
wDL+LL _.�
w = 30 psf x 2 ft. = 60 plf 9 I
R1 R2
14.6'
�oQROFESS/pN9`
W.
Total load on truss = 60 plf x 14.6 ft. = 876 Ibs
�^ m
LPL No. C58724
* Exp.3-31-17
`rl CIVI\-
�P
qIF OF C Al\F
Sht# 2 of 6
2016-1805 Complete Solar Vernola Residence Date: June 04, 2016
Loyd W. Martin Professional Engineer, Inc.
2510 W. 237th St. #206 Torrance,CA 90505 Tel:1 .310.464.1804
Email: loydwmartin@gmail.com www.loydwmartin.com
Check Existing Roof Trusses:
6 PP
PP
6 7w DL+LL
w DL-LL = 30 psf x 2 ft. = 60 plf w DL --
R1 R2
14.6'
9.9' 4.7'
Total load on truss = 60 plf x 4.7 ft. + 28 plf x 9.9 ft. + ( 4' x 1 .65' x 3 psf x 6 )
= 678 Ibs < 876 Ibs OK
Check attachment of Support to Existing Structure for Wind Uplift
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 1
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 110 MPH
�oQµ0f ESS/pN9l
EFFECTIVE AREA = 15 SQ FT &
INTERPOLATION OF WIND UPLIFT FORCE: L�! No. C58724
* Exp.3-31-17
p,et3o = -19.65 psf Clvl\ X.
9TF OF C AL\F
Sht # 3 of 6
2016-1805 Complete Solar Vernola Residence Date: June 04, 2016
Loyd W. Martin Professional Engineer, Inc.
2510 W. 237th St. #206 Torrance,CA 90505 Tel:1 .310.464.1804
Email: loydwmartin@gmail.com www.loydwmartin.com
Check attachment of Support to Existing Structure for Wind Pressure - Confd
Tributary Area to Each Solar Mount = 4 ft. x 2.75 ft. = 11 sq. ft. ( Max )
Calculate Load at each support:
QROFESS/OH
Pnet = X Kit 1 Pnet30 Eq'n 30.5-1 ASCE 7-10 9�
A = 1.0 Wind Speed 130 mph Exposure B
� No. C58724
Krt = 1.0 * Exp.3-31.17
0 LPOF'
vo-
Pnet30 19.65 psf r9TF C A;0���\P
Pnet = 1.0 x 1 .0 x 1.0 x (19.65 psf) = 19.65 psf
Nominal (Unfactored) Pressure at each support = 19.65 psf x 11 sq. ft. = 216 Ibs
Note: Section 2.4.1 of ASCE 7- 10, Basic Load Combinations for Allowable Stress
Design. Note: Applicable Load Combination #5 : D + 0.6W
Dead Load = 3.0 psf
Wind Load = 19.65 psf
Design (Factored) Load at each support:
3 psf + (0.6 x 19.65 psf) = 14.79 psf
where:
Y = Distance between 2 lag screws
= 1.0"
Y = Moment arm to 1st lag screw
= 5.65"
Sht# 4 of 6
2016- 1805 Complete Solar Vernola Residence Date: June 04, 2016
Loyd W. Martin Professional Engineer, Inc.
2510 W. 237th St. #206 Torrance,CA 90505 Tel:1 .310.464.1804
Email: loydwmartin@gmail.com www.loydwmartin.com
Check attachment of Support to Existing Structure for Wind Uplift - Cont'd
Moment due to Load = (14.79 psf x 11 sq. ft.) x 5.65 inches
= 919 in-lb
Load to lag screw = 919 in-lb / 1.0 in
= 919 Ibs
Determine allowable load per 5116" lag screw w/ 2.5" embedment into wood below
according to the 2012 NDS.
W ' = W x Cd x Ct Table 10.3.1 2012 NDS
where:
W = 266 Ibs / in. of embedment per Table 11.2a
Cd = 1.6 per Table 2.3.2 of 2012 NDS
Ct = 1.0 per Table 10.3.4 of 2012 NDS
W ' = 266 Ibs/ in. x 2.5 in. x 1 .6 x 1.0 = 1,064 Ibs < 919 Ibs OK
OK. Use Tile Hooks with (2) 5116" x 3.5" Lag Screws
with 2.5" min. embedment into wood, at 48" O.C. max,
as per Plans to Manufacturer's instructions.
�DQ?,OFESS104,,`
W.
`L No. C58724
* Exp.3-31-17
sp CIVIV
�Tf OF C Al\F
Sht # 4.1 of 6
2016- 1805 Complete Solar Vernola Residence Date: June 04, 2016
Loyd W. Martin Professional Engineer, Inc.
2510 W. 237th St. #206 Torrance,CA 90505 Tel:1 .310.464.1804
Email: loydwmartin@gmail.com www.loydwmartin.com
Check Seismic load due to added dead load of photovoltaic system.
Determine Seismic Weight of Existing Building:
Effective Existing Seismic Weight
Area of (E) Building = Approximately 3,500 sq. ft.
Approximate
Effective = 3,500 sq. ft. x 30 psf ave. = 105,000 LBS
Seismic Weight
DETERMINE BASE SHEAR
V = Cs W EQ'N 12.8-1 ASCE 7-10
Cs = Sys EQ'N 12.8-2 ASCE 7-10
� R1
R = THE RESPONSE MODIFICATION FACTOR IN TABLE 12.2-1
R = 6.5 WOOD SHEAR WALLS
le = 1.0 IMPORTANCE FACTOR �oeR\N v,Nq�
Sos = 2/3 x SMs EQ'N 11.4-3 ASCE 7-10 No. C58724
* Exp.3-31-17
SMs= FA x Ss EQ'N 11.4-1 ASCE 7-10 sT civi\ s
SMs= 1.0 x 1.5 = 1.5 9TFOFCAI\F
SpS = 2/3 x 1.5 = 1 .0
1.0 EQ'N 12.8-2 ASCE 7-10
Cs = L6.51 = 0.154
1
Sht # 5 of 6
2016-1805 Complete Solar Vernola Residence Date: June 04, 2016
Loyd W. Martin Professional Engineer, Inc.
2510 W. 237th St. #206 Torrance,CA 90505 Tel:1 .310.464.1804
Email: loydwmartin@gmail.com www.loydwmartin.com
EXISTING BASE SHEAR
V = 0.154 x 105,000 LBS = 16,170 LBS EQ'N 12.8-1 ASCE 7-10
DETERMINE NEW BASE SHEAR
Determine Seismic Weight of Building with Solar Array:
EXISTING
SEISMIC = 105,000 LBS
WEIGHT
NEW SOLAR
ARRAY = 3 PSF x 33 PANELS x 3.3' x 5.5' = 1,797 LBS
NEW
SEISMIC = 105,000 LBS + 1,797 LBS = 106,797 LBS
WEIGHT
THEREFORE NEW BASE SHEAR:
V = 0.154 x 106,797 = 16,447 LBS EQ'N 12.8-1 ASCE 7-10
% CHANGE = 16,447 LBS - 16,170 LBS x 100 = 1.7 % < 10% OK
16,170 LBS
OK. PER ASCE 7-10 SECTION 11.13.4 ALTERATIONS
EXISTING LATERAL FORCE RESISTING SYSTEM IS EXEMPT
FROM ANALYSIS SINCE NEW SEISMIC FORCE IS
LESS THAN 10% GREATER THAN EXISTING SEISMIC FORCE. �OQROFEss/CV,
'Alterations are permitted to be made to any structure without requiring the
existing structure to comply with this standard provided the alterations comply iL! No. C58724
with the requirements for a new structure. Alterations that increase the
seismic force in any existing structural element by more than 10 percent or * Exp.3 31-17
decrease the design strength of any existing structural element to resist srq c I V 1
seismic forces by more than 10 percent shall not be permitted unless the OF CA
entire seismic force-resisting system is determined to comply with this
standard for a new structure."
End of Calculations
Sht # 6 of 6
2016-1805 Complete Solar Vernola Residence Date: June 04, 2016
Standard Method for Dwelling Service Calculations
Worksheet for the EVITP
31919 Haleblian Road, Menifee, CA 92584
City of Menifee
Building & Safety Dept.
Step 1:Section 220.12—Lighting load for listed occupancies. II IAI ' (f Z�16
3453 Sq.ftX 3 VA= 10359 VA JUN
Step 2:Section 220.62—Small Appliance and Laundry load.
3453 Sq.ftx 3 VA= 10359 VA Received
2 Appliances Circuits X 1 500 VA= 3 000 VA
1 Laundry Circuit X 1 500 VA= 1 500 VA
General Lighting Load = 14 859 VA
Step 3:Table 220.42 Apply demand factors to the general lighting load.
First 3 000 VA at 100% = 3 000 VA
Remainder at 35%( 11 B59 X0.35 = 4151 VA
Net Load = 7 151 VA
Step 4:220.53—Demand Factor—Appliance Loads—Dwelling Units.
Disposal = 3 000 VA
VA
Dishwasher = 1500 VA
Compactor = 1500 VA
Refrigerator = 1500 VA
Pool Pump = 4 000 VA
VA
VA
= VA
VA
Total = 11500 VA
75%of total;four or more appliances = 8625 VA
Step 5:220.54—Clothes Dryer—The greater of 5 kW or nameplate value.
3 500 kW Electric Dryer = 3 500 VA
Step 6:Table 220.65 Household cooking Equipment a
Microwave = 1000 VA 4WO
Range = 2000 VA
VA
Total = 3 000 VA
Step 7:Article 220.60—Noncoinciderd Loads
Air conditioning
22 A X 240 V X 1 (#) = 5280 VA
22 A X 240 V X 1 (#) = 5280 VA
A X 240 V X 1 (#) = 0 VA
Electric Heat
A X V X 1 (#) = 0 VA
A X V X 1 (#) = 0 VA
A X V X (#) = 0 VA
Largest load = 10560 VA
Step 8:220.50—25%of largest motor FLA.
A X V X 25% = 0 VA
Remember that although the voltages shown in the tables in Article 430 indicate that
motors are rated for 115,230 and 460 Volts,Section 220.5(A)requires nominal voltages of
120,240 and 480 Volts to be used for load calculations.
Step 9:220.14(A)Other Loads—EVSE
A X V X W) = 0 VA
Sum of Calculated Loads
Lighting,Sm.Appliance,Laundry(Step 3) = 7151 VA
Fastened in Place Appliances(Step 4) = 8 625 VA
Clothes Dryer(Step 5) = 3 500 VA
Cooking Equipment(Step 6) = 3 000 VA
Honmincedent Heat—A/C(Step 7) = 10560 VA
25%of Largest Motor(Step 8) = 0 VA
Other Loads—(Step 9) = 0 VA
Total Calculated Load = 32 836 VA
Step 10:Table 310.15(B)(6)—Sim the service and conductors.
32 836 VA/240V = 136.82 Amps
Conductor Size CU AL
St Grounding Electrode Conductor—Table 260.66
GEC Size CU AL