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HomeMy WebLinkAboutSOLR-21-0002 s.�. �saa vh �"�`"era ' � ��E ° � �a '"�ba,�z "a°a�. rs a � Perm�tO SOAR� Z 0002 t City of Arcadia, CA � x, 4k 2,.1 t , / Development Services Department , v p `i -" ,g � '�',` �f,aa, Rermit Type Solar n. g� �, $ 240 West Huntington Drive,Post Office Box 60021 x r e ` V o a . fw t`R" „ ' ' i �.., i 4 Work class, capon Solar,Residential Overt1U KV ' L. „fl��*a, Arcadia,CA 91066-6021 i , f4 °4, 4� : Syr ' 626 574-5416 ` z (°, {'``.§ I ) ' b i ,, w .P2r1--.1.. Status (SSUeC� A i CAD A. ' t issue Date 03/19/2021''I Expiration: 03/21/2022 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number ry 152 W LEMON AVE Arcadia,CA 91007-8029 5782023007 1 Contacts DANIEL ELLIOTT Owner THE BIG DEAL SOLAR INC Contractor 152 W LEMON AVE 18217 HARLEYJOHN RD, RIVERSIDE,CA 92504 (951)776-6652 1064475 Description:ROOF MOUNTED SOLAR SYSTEM 47 MODULES,3 Valuation: $ 0.00 Tenant ECHO ESS,200 A LOAD PANEL Total Sq Feet: 0.00 Plan Check# Plan# Fees,: Amount Payments Amount Paid Battery Storage Device $159.00 Total Fees $483.72 Building Plan Check Fee Residential $100.00 Cash/Receipt#REC-07093-21 $483.72 Distribution Panel $16.48 Amount Due: $0.00 Electrical Permit Issuance Fee $47.01 Inverters $77.78 Panels $82.45 Solid Waste Management Fee 2 $1.00 Total: $483.72 CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message requesting the address,timeframe and what inspection item is needed. This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days ,ii complETED , from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of 6-ZY-Zl /�' '� Arcadia building inspector for a period of 180 consecutive days. March 19, 2021 Issued By: Henry Kemick Date March 19,2021 Page 1 of 1 ii ,! PERMIT/PLAN REVIEW APPLICATION i 43j� Development Services Department,240 West Huntington Drive,Post Office Box 60021 Arcadia, CA 91066-6021, (626)574-5416,Fax(626) 447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION ❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class License No. Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Signature of Contractor OWNER-BUILDER DECLARATION ❑ I have and will maintain workers'compensation insurance,as required by Section CI hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier demolish,or repair any structure,prior to its issuance,also required the applicant for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption. Any violation of El I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for sale(Section 7044,Business and Professions Code:The Contractors License Date Signature Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attomey's fees. ❑I, as owner of the property, am exclusively contracting with licensed - - -contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature Lender's Address - IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal;stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for further information. Name _ Title PRINT NAME I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-mentioned property for inspection purposes. Signature Date - _ Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Structural Calculations for a Roof Mounted Solar Photovoltaic System for: Elliott Residence �oowEssoNNl 152 W Lemon Ave., Q. 2 Arcadia, CA 91007 No. C58724 1-7.•.::- cl��. " '1/411 L)cl',�6 1.coe9Zt 1k Exp.3 31 21 Applicable-Codes: \ t o Mies , P -- - veif�Vil �� TI: ) �� ,t ``�� CIVIC �� rl�a .w be. e FO ;�_ '�t F C A1. 2019 California Buil ,ipg„ acte';i'20"' l9,.C,alifornia Electric Code, t 2019 Cal forr s 4'fi,,,tanicatICCS40,Artlevi,in,� Societyof Civil Engineers Standard ASIE '-, elViirii i.i, l peai� rr e2 p,.'d for Buildings and Other Structures, AOr,pan' o Qouncii E20`1$, National Design Specification for Wood CoOtroctiottf,' 'Oc.pl, Muttidii5al Code, and all other codes which are adopted byt 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 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 7 2020-3351 Desert Clean Energy Elliott Residence Date: November 21, 2020 Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .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 2x6 Rafters @ 24" O.C.*: (Assume max rafter span = 10.2 ft.) wDL+LL w = 35.3 psf x 2 ft. = 70.6 plf R1 R2 10.2' Total load on rafter = 70.6 plf x 10.2 ft. = 720 lbs eR______ os._. o y No. C58724 * Exp.3-31-21 9 le'CFC0°. *Note: Contractor to Field Verify Framing Sht# 2 of 7 2020-3351 Desert Clean Energy Elliott Residence Date: November 21, 2020 Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check 2x6 Rafters @ 24" O.C.: P P P 6 V V WDLV////////////////////////////A w DL+LL = 35.3 psf x 2 ft. = 70.6 plf I RI 1 R2 10.2' Total load on rafter = 30.6 plf x 10.2 ft. + ( 6' x 2.75' x 3 psf x 3 ) = 461 lbs < 720 lbs OK Check attachment of Support to Existing Structure for Wind Uplift CHECK SOLAR STRUCTURE ATTACHMENTS PER ASCE 7-16 WIND LOADS ON BUILDING APPURTENANCES AND OTHER STRUCTURES Section 29.4.4 THEREFORE CHECK ATTACHMENT FOR TYPICAL CRITICAL LOAD WHICH IS THE EDGE ZONE - ZONE 2. NOTE: PER DEFINITION ON SHEETS 246 & 247 OF ASCE 7-16 EFFECTIVE WIND AREA: "FOR ROOFTOP SOLAR ARRAYS, THE EFFECTIVE WIND AREA IN FIG. 29.4-7 IS EQUAL TO THE TRIBUTARY AREA FOR THE STRUCTURAL ELEMENT BEING CONSIDERED, EXCEPT THAT THE WIDTH OF THE EFFECTIVE WIND AREA NEED NOT BE LESS THAN ONE-THIRD ITS LENGTH." eckoF Essokt EFFECTIVE AREA = 15 SQ FT c o y No. C58724 11 * Exp.3-31-21 `f Cl_,. IV1� �Q 9FCF CALF'' Sht# 3 of 7 2020-3351 Desert Clean Energy Elliott Residence Date: November 21, 2020 Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 TeI:1 .310.464.1804 Email: Ioydwmartin@gmail.com www.loydwmartin.com Check attachment of Support to Existing Structure for Wind Uplift - Cont'd Tributary Area to Each Solar Mount = 6 ft. x 2.75 ft. = 16.5 sq. ft. ( Max ) Calculate Design Wind Pressure at each support (Wind Speed 130 mph Exposure C): P=gh(GCp)(YE)(Ya) Eq'n 29.4-7 ASCE 7-16 qh=0.00256KKKaKdKeV2 Eq'n 26.10-1 ASCE 7-16 Note: KZ = velocity pressure coefficient, Section 26.10.1 ASCE 7- 16 oQ�oFESS764� KZ = 0.9 (Exposure C, Height = 20 ft or less) � KZt= Topographical Factor = 1.0 No. C58724 Kd = Wind Directionality Factor = 0.85 * Exp.3-31-21 Ke = Ground Elevation Factor = 1.0 (54 civ�� V = 130 mph ; VASp= 101 mph Table 1609.3.1 2019 CBC °F CAl-er qh= 0.00256 (0.9) (1.0) (0.85) (1.0) (101)2 qh=20 psf GCp = -2.0 (Zone 2 ; Effective Area = 15 sq. ft. ) YE = Exposure Factor = 1.5 Ya = Solar Array Pressure Equalization Factor = 0.7 Fig. 29.4-8 ASCE 7- 16 P=gh(GCp)(YE)(Ya) p=20 psf (-2.0) (1.5) (0.7) = -42 psf Nominal (Unfactored) Uplift at each support = 42 psf x 16.5 sq. ft. = 693 lbs Note: Section 2.4.1 of ASCE 7- 16, Basic Load Combinations for Allowable Stress Design. Note: Applicable Load Combination #5 (D + 0.6W) Design (Factored) Uplift at each support = 0.6 x 693 lbs = 416 lbs Load per lag screw = 416 lbs /2 = 208 lbs Sht# 4 of 7 2020-3351 Desert Clean Energy Elliott Residence Date: November 21, 2020 Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804 Email: Ioydwmartin@gmail.com www.loydwmartin.com Check attachment of Support to Existing Structure for Wind Uplift - Cont'd Determine allowable load per 5/16" lag screw w/2.5" embedment into wood below according to the 2018 NDS. W' = W x Cd x Ct Table 10.3.1 2018 NDS where: W= 266 lbs / in. of embedment per Table 12.2A Cd = 1.6 per Table 2.3.2 of 2018 NDS Ct = 1.0 per Table 10.3.4 of 2018 NDS W' = 266 lbs/ in. x 2.5 in. x 1.6 x 1.0 = 1,064 lbs > 208 lbs OK Use Support connected to 2x Min. Roof Member w/ (2) 5/16" x 3" lag screw per connection minimum. <5)9R0FESS/04,9l o� c 0 No. C58724 * Exp.3-31-21 tpi, 9TF OF C Al-°° Sht# 5 of 7 2020-3351 Desert Clean Energy Elliott Residence Date: November 21, 2020 Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .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 8,100 sq. ft. Approximate Effective = 8,100 sq. ft. x 30 psf ave. = 243,000 LBS Seismic Weight DETERMINE BASE SHEAR V = Cs W EQ'N 12.8-1 ASCE 7-16 Cs = SDS EQ'N 12.8-2 ASCE 7-16 R le R = THE RESPONSE MODIFICATION FACTOR IN TABLE 12.2-1 R = 6.5 WOOD SHEAR WALLS le = 1.0 IMPORTANCE FACTOR <oQROFESB/pNgl SpS = 2/3 x SMS EQ'N 11.4-3 ASCE 7-16 `� No. C58724 SMS= FA FAx SS EQ'N 11.4-1 ASCE 7-16 Exp.CIV1� ��P 3-31-21 `njq SMS= 1.2x1.5 = 1.8 rF OF c tkl. SpS = 2/3 x 1.8 = 1.2 1.2 EQ'N 12.8-2 ASCE 7-16 Cs = 1-6.5] = 0.185 1 Sht# 6 of 7 2020-3351 Desert Clean Energy Elliott Residence Date: November 21, 2020 Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com EXISTING BASE SHEAR V = 0.185 x 243,000 LBS = 44,955 LBS EQ'N 12.8-1 ASCE 7-16 DETERMINE NEW BASE SHEAR Determine Seismic Weight of Building with Solar Array: EXISTING SEISMIC = 243,000 LBS WEIGHT NEW SOLAR ARRAY = 3 PSF x 49 PANELS x 3.3' x 5.5' = 2,668 LBS NEW SEISMIC = 243,000 LBS + 2,668 LBS = 245,668 LBS WEIGHT THEREFORE NEW BASE SHEAR: V.= 0.185 x 245,668 = 45,449 LBS EQ'N 12.8-1 ASCE 7-16 % CHANGE = 45,449 LBS - 44,955 LBS x 100 = 1.1 % < 10% OK 44,955 LBS OK. PER ASCE 7-16 SECTION 11.B.3 ALTERATIONS EXISTING LATERAL FORCE RESISTING SYSTEM IS EXEMPT FROM ANALYSIS SINCE NEW SEISMIC FORCE IS LESS THAN 10% GREATER THAN EXISTING SEISMIC FORCE. .��0:0 ESS/04,, "Alterations are permitted to be made to any structure without requiring the co existing structure to comply with this standard provided the alterations comply with the requirements for a new structure. Alterations that increase the No. C58724 seismic force in any existing structural element by more than 10 percent or * Exp.3-31-21 decrease the design strength of any existing structural element to resist seismic forces by more than 10 percent shall not be permitted unless the qie OF'C Ocif entire seismic force-resisting system is determined to comply with this standard for a new structure." End of Calculations Sht # 7 of 7 2020-3351 Desert Clean Energy Elliott Residence Date: November 21, 2020 • Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Determine Loading on Roof Rafters �oQ�tOF ESS/pN9l Dead and Live Loads without Panels: co e M � 2 0 No. C58724 Flat Tile Roofing = 8.0 psf 1/2 Sheathing = i .5 psf * ExP•3-31-21 @ 24" O.C. = .0 psf ��9TF ����� ;A- Rafters OF cA��F 5/8" Drywall = 3.1 psf Misc. / Insul = 1.0 psf Dead Load = 14.6 psf w/ DL Corr. (1.05) = 15.3 psf Live Load = 20.0 psf Total Load = 35.3 psf Dead Loads with Panels: Flat Tile Roofing = 8.0 psf 1/2 Sheathing = 1.5 psf Rafters @ 24" O.C. = 1.0 psf 5/8" Drywall = 3.1 psf Misc. / Insul = 1.0 psf Dead Load = 14.6 psf w/ DL Corr. (1.05) = 15.3 psf Total Load = 15.3 psf Solar Array = 3.0 psf (Note: Solar Loads are point loads on members) Total Load with Solar Array = 18.3 psf < 35.3 psf OK Sht#R1 2020-3351 Desert Clean Energy Elliott Residence Date: November 21, 2020 • PERMIT/PLAN REVIEW APPLICATI®N I t.\ Development Services Department, 240 West Huntington Drive,Post Office Box 60021 ` Arcadia, CA 91066-6021, (626) 574-5416, Fax (626) 447-9173 ONLINE PERMIT/PLAN REVIEW APPLICATION Crrv[w A C IA Job Site Address: � � �/ � 0�� LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION IDI hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class c46 License No. 1064475 Exp. Date 10-31-22 compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Signature of Contractor OWNER-BUILDER DECLARATION 0 I have and will maintain workers'compensation insurance,as required by Section El hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct, alter,improve, Carrier State Fund demolish,or repair any structure,prior to its issuance.also required the applicant 9280160-2020 for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code) or that he or she is exempt there from and the basis for the alleged exemption. Any violation of ElI certify that in the performance of the work for which this permit is issued.I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars(S500)): compensation Laws of California.and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. )A� compensation,will do the work,and the structure is not intended or offered for 3.19.214.d1/L4-� '/LCilZa sale(Section 7044, Business and Professions Code:The Contractors License Date Srgnature Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attomey's fees. ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). QI am exempt under Section 7044,Business and Professions Code,for this reason: ' e Lender's Name 3 19 21 �¢dliL0.2 %d afia4G i Date 110atini . ._a Lender's Address IMPORTANT: APPI.,ICATIO.N IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOI..1,OWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos. Please contact AQMD at(909)396-2000 for further information. Name. Title _ PRINT NAME I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the above mentioned property for inspection purposes. Signature Date 3.19.21 SOLAR FLASHING Project Scope: N —1 -C'.)-ORFIDGE Install 47_Solar Modules STAND OFFS und/Roof mounted with ! 1y FLASHING _3_love . WEST(EMO W E MODULE Placards to be of red NAVENUE ,,. FINISH ROOF lamacold plastic with 1 i white Arial font S attached by pop-rivet 1 O unless NEMA 3 or NEMA 4 rated,then NO PENETRATING ZONE attawaterproof uphold waterproof integrity. / O DRIVEWAY y—� f/ • - . ' // 19' w ' 7—ECHO SOLAR STORAGE SYSTEM 1 \/ 14 I—COMBINER BOX 1 1ZniA1411:W, '/d —(E)MAIN SERVICE PANEL ARRAYS—\� ovr. 4iiiil '� III I Wig" Ihig NI >g J-BOXES(THWN-2,FROM INVERTERS TO J-BOXES)J • 3'FIRE WALK�NI \\ taJ� • • \ II 21.5' ,1 f EXISTING POOL *House has Automatic Fire Sprinklers FIRE TYP OF(6) L_ I *2-Story House —_ MIN 2.5"EMBEDMENT FOR FASTENERS ON ROOF FRAMING All plumbing and mechanical roof vents to be clear from photo-voltaic array or extended above the solar panels.Electrical Installation will comply with ALL NEW CODES ENPHASE SERIAL NUMBER - I OFFICE: 'CSLB LICENSE, SHEET NO fDESERT 1064475 ELLIOTT RESIDENCE o ENCLEANERGY (760) 907-8640 ` ' 152 WEST LEMON AVENUE '" �Mar-z' pv—or ARCADIA, CA 91007 PLOT AND WIRING PLAN APN 578-202-30-07 18217 Harley John Road, Riverside, CA 92504