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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