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BSOL2016-009878-495 CALLE TAMPICO . LA QUINTA, CALIFORNIA 92253 c&'.r44v4" r COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT - .Application Number: BSOL2016-0098 Owner: Property Address: 45420 DESERT AIR ST ST LUIS DE APN: 604321013 Application Description: DEARCO/5.42 kW PV SYSTEM -(19)285W PANELS W/MICROINV+100A SUB 922 i * i Application Valuation: $21,660.00 78-495 CALLE TAMPICO . LA QUINTA, CALIFORNIA 92253 c&'.r44v4" r COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT - .Application Number: BSOL2016-0098 Owner: Property Address: 45420 DESERT AIR ST ST LUIS DE APN: 604321013 Application Description: DEARCO/5.42 kW PV SYSTEM -(19)285W PANELS W/MICROINV+100A SUB 922 i Property Zoning: Application Valuation: $21,660.00 Applicant: Contr t MOSHE YACOBY ELECTRICAL CONTRACTOR MOSE 6301 ELLENVIEW AVE 6301 l WEST HILLS, CA 91307 WEST LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: C10 license No.: 465649 17:� - 0 Date: Contra OWNER -BU DER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its 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 License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ( ) I, as owner of the property,.or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Lender's VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date:. 5/18/2016 p A 0 —]D MAY' 2 tor: YACOBY Eff6MOVAJAACTOR (818)535-4477 LIC. No.: 465649 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. have and will maintain workers' compensation insurance, as required. by ' Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier:_ Policy Number: _ I certify that in the performance of the work for which this permit isissued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the. workers' compensation provisions of Section 3700 of the Labor C II forthwith comply with those pro isions. Date: Applic WARNING: FAILURE TO SECUREC�dFEIQ�ATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each.agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter above-mentioned pr rty for inspection purposes. Dates/ F/ Signature (Applicant or ... �., w'.�'v s5 , t� C %{��,n:II. `' •&4`AS,:5 _ .¢ , s-=.. P ham' .:{i �j .. ,� .+:'T 9 v,, :Z 's n?k '! -'v `:: Y : yyh a 2 iktt a{ t [:eFd4, +.DESCRIPTIONS `QTY AMOUNT y TPAID' '`.. * nACCOUNTR r fPAIU DATE BSAS S61473 FEE 101-0000-203y06 0 $1.00. $1.00 5/18/16 'LLa^�-,.]." � 'a M. x 'a^St. :. xi• '�14�.,+;{. �'1 #A•. siv �"Vt � Y� fff � �_�x4 G fYr� f jL '. PAID METHOD xc �� $ i n. SFd. _: ix @C .. i .... � a. �,H,, i?�xf Wi+i�t` YS. x$ ;.:.,�' 1R''f .':.�'..�V-E RECEIPT fik x �CLTD"BYE . BYE s��� t ...,, .,.c .d4!oS-, #� CHECK # SOUTHERN CALIFORNIA -HOME WORD - CHECK, R15592,-30124 RSE Total Paid for BUILDING STANDARDS ADMINISTRATION. BSA: $1:00 $1.00 fi � s+' u �°-- " f 'DESCRIPTION + .f" x K3Y ',r. i 1 7 { fa x ACCOUNTc t e r ,.r, :F>ia fit_. _ 4 Xq � MOUNTPAID st "Y L v e ,.% +i:- :' t t" ,...r., E W: E ., .EJ.,gTY ,?r .:. f. .. _ T;4� .s,I P_aY st �,f 'S..: { - ..�..< PAID DATE" PV SYSTEM - ARRAY, FIRST 20 301-0000-42403 -0 $24.17 $24.17 5/18/16 G PIN ` .Y,F, 4, ✓..0 wa. .Fi%,:.a"P" {'L}gy " RECEIPT# J Z'EiY t ,,HECMINI 'M .,<:b>; l� SOUTHERN' CALIFORNIA HOME IMPRO CHECK; _ R15592 . ' 30124 RSE .nXZw ...;5 $v DESCRIPTION y; 'Y,ah'C'4 ".w .,..:I+( EYJ..:.f� CF..a ACCOUNT` LY b'..>'NJxtw,:<:6 4 '.a u..4-t...'xi. .....•a!'b'a'�•:w+. :f<t sEh-axx+.�; -.,. ,i-£,dr� . r3'. <.'v£r4:c�.<.Cn,.r2.h ";�4 �;^3, _.... .:`t`_6+.: .,.. r.. QTYY < „AMOUNT : .§'c,E 8i 'A4A..H's�'.,3i.8F�e<.t rz<,s�+ s ? P.AID h�Z•.`4�f �.#..::2 aPAID`DATE PV SYSTEM . -ARRAY,, FIRST 20 PC.. - 101-0000-42600 0 $24.17 $24.17: 5/18/16 ::. '" "� 5: u:hY',,.'`11ap i G R GL"'� R F[:<rPAID;BY��„q to ,, u`}r�.,''S,.i..•'.�.? a• - ''' x'.,q METHOD- ±v1L` °... C",.� a":'ft'F.S . # ' ., �_. .JS„v.. 4 yrc •: ..._�...: ix. .x. -.v,.. .us. Mr-mT.. x a RECEIPT #; § � CHECK SOUTHERN CALIFORNIA.HOME IMP R.O CHECK. R15592 30124 RSE ;..,, riDESCRIPTIONY.,a r^.�xF,:x.,:.e%.4{Al- YACCOUNT t 2b QTLY4 E MOUNT -. NO ,.,su.<2 ey.na ..'"5� \Y PAID j✓ .SW” ..b rr PAID DATE k. L.�h..�l : PVSYSTEM -WISC EQUIPMENT 101-0000.42403 0 . $24:17$24.17 5/18/16 PAID ���METIOD �,"n,F b`,t:+fl #� � f,�} CHECK #CL�TD z 5„}aF aBY a K., a ._ _. _.... CRECEIPT .. .._. _ BYE SOUTHERN. CALIFORNIA HOME IMPRO `' CHECKI`' R15592. 30124• RSE J:q leg Y. wfr.1 "..: _ DESCRIPTION r �e ',f. 'f„ .1,.3:j Y _ 3 ACCOUNT �. f PpAIVIOUNTf� PAID't K <P`AIO6DATE' wta•_!a-zzc�ysi.. ;. ','PV SYSTEM = MISC,EQUIPM ENT,PC, 101-0000-4260.0 0 - $24.1.7 $24.17 5/18/16 �. YaJA�Y� 4r`., x D �S, '.:. bS'..#' 1 v' Y`f” 1'E` :C•. X.x^ u PAID BY> 9 S, E A�METFIOD k3•Tk 4RECEIPT # rJ�:f'y uz tL CHECK '•f SF --k"3 3 jL � ;. .0 y{ 1 < " H _x.:,. ,... s _.. ,< , y. .p # h C1TD BY SOUTHERN :CALIFORNIAoHOME IMPRO, . CHECK R15592 '30124 RSE 4 Total'Paid"for ELECTRICAL: $96,68 ,. $96.68 Tx C ie•) `Q Y 5.:' vY .{' k 4 elf:' -E z �4' E > °X_{ p QTY E w'i AMOUNT �� xDESCRIPTIONyafi� ��ACCOUNT f� , �Yf�fPAID,� PAID DATE' PERMIT ISSUANCE 1.01=0000-42404 • 0 $91.85, $91:85 5/18/16 ,�' ; y5 hag Y $' a,G', ✓F .,,•. A ? i { ,.S PAID BYE=s f '. ..c•- yt-�" X .:."' T" Y _ ':s.. %f`T g . S` „ 'kt4. `J.<` ,? "F l S•s� 'y 4 s RECEIPT #cf.� Y T..",a?rtta. 'S E a,� �`R 1Mk, -Y ,>v.:uw �` F 3 •(�. CLTf e„ Jf ��. zMETH0DX, y s a . h K# .:<`e . � .�.',..,.. SOUTHERN CALIFORNIA HOME. PRO CHECK R15592 - 30124` "RSE. Total -Paid fot PERMIT. ISSUANCE: $91.85 $91.85 :. . TOTALS a Description: DEARC0/5.42 kW PV SYSTEM -(19)285W PANELS W/MICROINV+100A SUB Type: SOLAR Subtype: Status: APPROVED Applied: 5/10/2016 RSE Approved: 5/18/2016 JFU Parcel No: 604321013 Site Address: 45420 DESERT AIR ST ST LA QUINTA,CA 92253 Subdivision: TR 23935-5 Block: Lot: 13 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $21,660.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 ACTION DATE Details: 5.415 kW SOLAR ARRAY - (19) 285W SOLAR WORLD SW 285 MONO PANELS W/ ENPHASE M250 MICROINVERTERS + 100A LOAD CENTER [342SF] 2013 CALIFORNIA ELECTRICAL CODE. FINANCIAL INFORMATION Printed: Wednesday, May 18, 2016 3:32:11 PM 1 of 3. S YS Tf ti1S ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES TELEPHONE CALL JAKE FUSON 5/18/2016 5/18/2016 NOTIFIED ERIKA PEREZ (818-447-0262) THAT PLANS WERE APPROVED AND PERMIT WAS READY TO ISSUE. CONDITIONS NAME TYPE NAME ADDRESSI CONTACTS CITY STATE ZIP PHONE FAX EMAIL APPLICANT MOSHE YACOBY ELECTRICAL CONTRACTOR 6301 ELLENVIEW AVE WEST HILLS CA 91307 CONTRACTOR MOSHE YACOBY ELECTRICAL. CONTRACTOR 6301 ELLENVIEW AVE WEST HILLS CA 91307 OWNER LUIS DEARCO 92253 FINANCIAL INFORMATION Printed: Wednesday, May 18, 2016 3:32:11 PM 1 of 3. S YS Tf ti1S Permit Details PERMIT NUMBER City of La Quinta BSOL201r600.9$�� ad. DESCRIPTION ACCOUNT" QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # -METHOD PAID BY CLTD BY SOUTHERN BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 5/18/16 RlSS92 30124 CHECK CALIFORNIA HOME RSE IMPRO Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 • $1.00 BSA: PV SYSTEM -ARRAY, A SOUTHERN 101-0000-42403 0 $24.17 $24.17 5/18/16 R15592 30124 CHECK CALIFORNIA HOME RSE FIRST IMPRO PV SYSTEM - ARRAY, SOUTHERN 101-0000-42600 0 $24.17 $24.17 5/18/16 RlSS92 30124 CHECK CALIFORNIA HOME -RSE FIRST 20 PC IMPRO PV SYSTEM - MISC SOUTHERN 101-0000-42403 0' $24.17 $24.17 5/18/16 RlSS92 30124 CHECK CALIFORNIA HOME RSE EQUIPMENT IMPRO PV SYSTEM -MISC SOUTHERN 101-0000-42600 0 $24.17 $24.17 5/18/16 R15592 30124 CHECK CALIFORNIA HOME RSE EQUIPMENT PC IMPRO Total Paid for ELECTRICAL: $96.68 $96.68 SOUTHERN PERMIT ISSUANCE 101-0000-42404 0 $91.85 $91.85 5/18/16 R15592 30124 CHECK CALIFORNIA HOME RSE IMPRO Total Paid for PERMIT ISSUANCE: $91.85 $91.85 TOTALS: PARENT PROJECTS Printed:. Wednesday, May 18, 2016 3:32:11 PM 2 of 3 srsTrMs Printed: Wednesday, May 18, 2016 3:32:11 PM 3 of 3 SYSTEMS strt.#: Of Quinta Buitding 8r Safety Division P.O. Box 1504,78-495 Calle Tampico La.Quinta, CA 92253 - (760) 777 7012 Building Permit Application and Tracking Sheet Permit # Project Address: � �� )0,:Yr Owner's Name:. LLA",-. -Ze A. P. Number. ploL , �ja 01-2 Address: Legal Description: City, ST, Zip: Contractor: M � \ 4 P kC _ ov� . Address: s4- Telephone: Project Description: City, ST, Zip: nV�A- ✓o Telephone: �i 2 "` p � is I�• u�v • b�i� �0 . r ,�w:�• Y � �`� "Tess C 1.� �� a c State Lie. #: 4 City Lie.. #; � j ����,�� (� � Arch, Engr., Designer: r Address: City., ST. Zip: Telephone: Construction Type: S64."? Occupancy: e Lic #:Project type (circle one): rM, Add'a Alter Repair Demo Name of Contact Person: I CSUL - ?%r Y 0034d iWA' i Sq, Ft.: 31 # Stories: I -Tit-Units: Telephone # of Contact Person.21 -(3M5 a Estimated Value of Project (p• o APPLICANT: DO NOT WRITE BELOW THIS LINE H Submittal Req'd Recd TRACKNG PERMIT FEES Plan Sefs Plan Check submitted Item Amount S"ctural Calm Reviewed, ready for corrections Plan Check Deposit_ . Truss Calcs• Called Contact Person Platt Check Balance Title 24 Cates. Plana picked up Construction Flood plain plan Pians resubmitted.. Mechanical Grading plan 2fd Review, ready for correctionslissue Electrical Subcostactor List Called Contact Person Plumbing Grant Deed Plana picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 7id Review; ready for correcdonsAssue Developer Impact Fee Planning Approval- Called Contact Person A.LP-P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees THIS PROJECT SHALL COMPLY WITH All construction shall comply with the 2013 California Building, Residential, Mechanical, Elictrical, Plumbing, Energy and Green Building Codes and the La Quinta Municipal Code. SCOPE OF WORK 5.415 Kw, Roof Mount (19) 285W Solar World Modules (19) Enphase Micro Inverters (1) AC Disconnect 1) Combiner Box Lot Size: 133' x 75' SHEET INDEX PG 1 - SITE PLAN PG 2 - ROOF PLAN PG 3 - ONE LINE DIAGRAM PG 4 - GENERAL NOTES PG 5 - PLAC CARD SHEET PG 6 - WIRE CALCS EQUIPMENT DATA SHEETS RELATED INFORMATION CUSTOMER INFO Luis De Arco 45420 Desert Air St. La Quinta Ca 92253 APN: 604.321.013 NOTE: "Photovoltaic system conductors shall be identified and grouped. The means of identification shall be permitted by separate color coding, marking tape, or other approved means. The means of grouping shall be wire ties or similar means at least once, and -then at intervals not to exceed six (6) feet." (CEC 690.4(B)) (n) 200A Main Service Panel (n) AC Disconnect (n) Combiner Box CONTRACTOR 6301 Ellenview Ave. West H Phone: 818.304.0810 Fax: 8 4j W Q a� C) 16` (e)Chimney CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED 10' � DAT4W gIzaSy JF - 101 O / I II I (e) Pool IN CONTACT INFORMATION Jesus Perez 1307 phone: 818.251.0752 .0812 email: jperersadp@gmail.com Lei 75' °o C� SIH E -EVI s for co or a e to structu I culations 133' Todd 1L. Lacher, R.C.E. 67656 of Engineering, Inc. PG I MAY 10 2016 CITY OF LA QUINTA COMMUNITY DEVELOPMENT NOTE. Poposed 314 emt shall be determined. at install 1- Main Service Panel 2- 285W Solar World Modules 3- Enphase Micro Inverter z 4- AC Disconnect v 5- Combiner Box 6- J -Box 7- Ald amt Luis De Areo 45420 Desert Air St. La Quintal Ca 92253 ROOF DETAIL 2" x 4" 24" 0. C. 2,3 U MAX 4' ROOF STANTION 1 ` — ALUMINUM RACKING L (� F= ANCHOR POINT ANCHOR POINT ANCHOR POINT S Tile Roof 721 1 04 \'__ ANCHOR POINT - S Tile Roof �— Post, can be installed through the top of Habituate U. Seat band quick hook 3 Course Flashing (mastci, tape, mastic PG 2 r SYSTEM WEIGHT+ ARRAY 342 SQ.F 1 . SOLAR WORLD MODULES 5/16" stainless s I diamet lag scre s @6' o.c. �r with 3" pene on into exi "ng Pram g member. C� = 3.1 LBS / SQ. FT. Roofirac tm. .6LBS / SQ. FT. TOTAL. LBS / SQ. FT. roof sealan ti bol into roof f �tE ED for con or nce to stru t al calculati 2 x 4 � 3.7 LBS / SQ. FT. 5/16° X 3 1/2° T d L. Lacher, R.C.E. 6765 Pool Engineering, Inc. CONTRACTOR IN.FOR ATION CONTACT INFORMATION Moshe Yacoby Electrical Co ctor 6301 Ellenview Ave. West 1 1307 Phone: 818.304.0810 Fax: 04.0812 LIC # 465649 Jesus Perez _ Phone: 818.251.0752 email: jperersadp@gmall.com S Tile Roof 721 1 04 \'__ ANCHOR POINT - S Tile Roof �— Post, can be installed through the top of Habituate U. Seat band quick hook 3 Course Flashing (mastci, tape, mastic PG 2 r SINGLE PHASE 120/240 MAIN METER SERVICE ( ) (N) 200 AMP MAIN BREAKER (Top Fed) (N) 200 AMP BUS BAR RATING 2 POLE 25 AMP PV BACKFED CIRCUIT BREAKER FURTHEST AWAY FROM MAIN 3 13 c3 13 n At Disi o M-E NEUTRAL GROUNDING ELECTRODE PV MODULE RATING @ STC MODULE MFR SOLAR WORLD MODULE MODEL# SW 285 W MONO OPEN CIRCUIT VOLTS 39.7 V OPERATING VOLTS 31.3 V OPERATING CURRENT 9.2 A SHORT CIRCUIT CURRENT 9.84 A MAX SERIES FUSE (OCPO) 25 A MAX POWER (@ 25'C) 285 W PV ARRAY INFORMATION ONE LINE DIAGRAM 19 Solar Modules ..................... ..... 15 ........ ......... I .............. Q9...... (2)#10 AWG THWN-2 (1) #30 NUETRAL (1) #8 GROUND 3/4" EMT (N) 100 AMP Combiner LJ i (4)#10 AWG THW N-2 (1) #10 NUETRAL (1) #8 GROUND 3/4" EMT f, 5 ............I ............. ■o .......... I ................. a......... note: All photoVoltalc system conductors Will be 90 degree C. rated note:Provide a note on the plans stating that the AC disconnect Is a "Knife blade" type disconnect URCE COMBINER RATINGS 3E VALUES PER STRING: P RATING 100 A LT RATING 240 V INVERTER RATINGS CONTRACTOR OF RECORD: AA ATING CURRENT MAX DC VOLT RATING 48 V MAX POWER @ 40-C 250 W NOMINALAC VOLTS 240 V MAX AC CURRENT 1 A CE SIGN ON DC DISCO CONTRACTOR OF RECORD: AA ATING CURRENT NA A ATING VOLTS NA V SYS VOLTS NA V CIRCUIT CURRENT NA A Note: Sub -Panels are required to be sized per 705.12(D)(1) BARE #8 CONTINOUS (10) sw 285 w MONO GROUND UNDER ARRAY with (10) Enphase m250-60-2LL-S2X-ZC-NA (240V) [string0l ON LUG FROM INVERTER TO PANEL (9) sw 285 w MONO with (9) Enphase m250.60-2LL-52X-ZC-NA (240V) [string#2] ............................................................................................................t AC DISCONNECT RATINGS CONTRACTOR OF RECORD: AA MAIN SERVICE DISCO AMP RATING 30 A DISCO VOLT RATING 240 V OCPD AMP RATING 30 A OCPD VOLT RATING 240 V SERVICE PANEL RATINGS #10 AWG FEEDERS 30 FEET SERVICE VOLTS 240 V SYSTEM TYPE GROUNDED MAIN OCPD AMP RATING 200 A QTY OF MODULES IN SERIES 10,9 SOURCE CIRCUIT CONDUCTOR TYPE (OUTSIDE CONDUIT) USE -2 X • PV WIRES X QTY OF PARALLEL CIRCUITS 2.00 SOURCE CIRCUIT CONDUCTOR TYPE (INSIDE CONDUIT) THWN-2 X XHHW-2 RHW2; USE -2 SOURCE CIRCUIT CONDUCTOR SIZE (SEE NOTES FOR ARRAY WIRE) 10 AWG OCPD: OVER CURRENT PROTECTION IF CONDUIT TO RUN INSIDE BUILDING IT WILL BE ENCASED IN METALLIC CONDUIT * MAX VOLTAGE WITH 22'F TEMP CORRECTION SYSTEM SUMMARY CONTRACTOR OF RECORD: AA MAIN SERVICE 200 A AZIMUTH 90 ° PV TILT 17 ° UNSHADED % 99 % ROOF SLOPE 17 ° CITY OF LAQUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE_—.BY LEGAL OWNERS: CONTRACTOR OF RECORD: AA CONTACT INFORMATION: SITE ADDRESS: draftsman: Luis De Arco Moshe Yacoby Electrical Contractor C 65649 JESUS PEREZ 45420 Desert Air St. Jesus 6301 Ellenview Ave West Hills Ca 9130 818.251.0752 La Quinta Ca 92253 Perez PG 3 Phone: 818.304.0810 Fax: 818.304.0 jperersadpj2gmail.cqm GENERAL NOTES * All field installed junction , pull and outlet boxes located behind modules or panels shall be accessible directly or by displacement a module(s) or panel(s) secured by removable fasteners. • 2013 California Residential Code (CRC) requires that Smoke alarms and Carbon Monoxide alarms be retrofitted into the existing dwelling. These Smoke alarms are required to be in all bedrooms, outside each bedroom, and at least one on each floor of the house. Carbon Monoxide alarms are required to be retrofitted outside each bedroom and at least one on each floor of the house. These alarms may be solely battery operated if the Photovoltaic project does not involve the removal of interior wall and ceiling finishes inside the home, otherwise, the alarms must be hard wired and interconnected. • Provide a note stating that any conductors exposed to sunlight shall be listed as sunlight resistant, (CEC 300.6 C1, 310.8 D) Where DC conductors are run inside the building (or attic), they shall be contained in a metal raceway. (CEC 690.31 E) • IID will be noted prior to use and activiation of any solar system. • System will be commissioned by owner per Interconnection Agreement. • All exterior conduits will be 3/4 EMT, painted to match building with exterior primer and UV paint. • All interior conductors will be labeled every 5 feet as: "Caution: DC Circuit". • System will not be energized prior to IID approval. • A ladder (or means to roof access) will be on site and placed for each inspection. • The Solar PV system shall follow th State Fire Marshall Guideline (Cal Fire) in partnership with local fire department. • Particular attention to access and pathway requirements (Cal Fire, local fire). • Please note that adequate spacing must be maintained between any plumbing sewer vents extending through the roof and the underside of the photovoltaic panels (6" minimum recommended). • Attention to markings and labeling requirements on plaque detail page. • Place reflective tape on the comers of all panels that intrude into hips or valleys that may cause a trip hazard to firefighters. • Installation will comply with articles 250, 310, and 690 of 2013 CEC, CEC 310, and 690. • Note on the plans that the photovoltaic inverter will be listed as UL 1741 compliant. (CEC 690.4 D) • All exterior conduit, fittings, and boxes, shall be rain tight and approved for use in wet locations • Please provide a note stating that the working clearances around the existing electrical equipment as well as the new electrical equipment will be maintained in accordance with CEC 110.26 • All metallic raceways and equipment shall be bonded and electrically continuous manufacturers instructions, such that the roof covering shall serve to protect the building or structure CBC -1503. • All components of the photovoltaic system are negatively grounded. • In one and two family dwellings, live parts in PV source circuits and PV output circuits over 150 volts to around shall not be accessible to other than aualified Dersons while energized. * "Installers" of the equipment and wiring and interconnections shall be installed by "qualified persons". CEC 690.4 E * plumbing fixtures are to be retrofitted to comply with new requirements for water conservation. Toilets are to be 1.28 gpf; single shower heads less than or equal to 2.0 gpm; residential lavatories to provide less than or equal to 1.5gpm; and kitchen faucets to provide less than or equal to 1.8gpm; as required be Section 303.11 CallGreen and CA Civil Code 1101.1 et.Seq. ` Unless otherwise sapecified, not less than 30 inches in depth, width, and height of working space and platform shall be provided to service mechanical appliances. No PV module shall encroach in this space, except s if the equipment listing is provided that shows the required clearance around and above this unit may be less than required above UMC 305 and and CEC 110.26 • Circuit breakers serving PV System to be legibly, durably, permanently and indelibly marked CEC 110.12(3). • The Solar PV system will be installed in accordance with article E90 of the CEC and 2013 CBC. • Grounding conductors smaller than #6 AWG must be protected from physical damage by a raceway, cable armor or enclosure in protected hollow spaces of Building Framing CEC 250.120 ( C ). • All wiring materials shall be suitable for sun exposure and wet locations. • Solar pv installation will not obstruct any plumbing, mechanical or building roof vents • Roof coverings shall be designed, installed and maintained in accordance with both this code and approved PV modules and associated equipment shall be protected from any physical damage. • each module shall be grounded using the supplied connection point identified on the module and the manufactures instructions • All components are UL listed and CEC certified where warranted. • if the existing main service panel does not have a ground rod UFER it is the PV contractors responsibility to install a supplemental grounding electrode. In buildings service grounding electrode must be verified at the time of inspection. Buildings with a mettalic water pipe as the sole grounding electrode require a supplemental electrode to be installed • At point of disconnect a sign shall be mounted, "WARNING- ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. • signs shall be posted adjacent to each PV disconnect to indicate "PHOTOVOLTAIC SYSTEM" • Removal of a IID - interactive inverer or other equipment shall not disconnect the bonding connnection between the grounding electrode conductor and the photovoltaic source and /or output circuit grounded conductor LEGAL OWNERS: CONTRACTOR OF RECORD: h CONTACT INFORMATION: SITE ADDRESS: DRAWN BY: Luis De Arco Moshe Yacoby Electrical Contractor I # 5649 JESUS PEREZ 45420 Desert Air St. JESUS 6301 Ellenview Ave West Hills Ca 91307 818.251.0752 La Quinta Ca 92253 PEREZ PG 4 Phone: 818.304.0810 Fax: 818.304.081 iperersadp@gmai.com is CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE .................. ............................- -............_....._...._........._............................---._:...._.. ..... FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN I ........... _ - - - - - . ot i 5fi :a ............ .. 1- t?wisi� avk�s Per►ei ._........ �9'.'AYfr solar world uodulee 3- k4wo kwerlew ..._.... - ;.-----.._._..-- - .5. ......._ . t 6$--.148= nK B�ooc ._..._--..-.._. �i f i i i PLAQUE SPECIFICATIONS: a. Red background with white lettering b. 3/8" letter height c. All capital letters d. Arial or similar font e. Weather resistant material (i.e. engraved mastic)' FAULT IS INDICATED, NORMALLY GROUNDED CONCUCTORS MAY BE UNGROUNDED AND ENERGIZED. Al INVER I LK Y 5" 1/4" LC I I ERI N6 10 .TAIC POWER SOURCE RATING INVERTER OPERATING CURRENT 19 A MAX SYSTEM VOLTS 264 V OPERATING VOLTS 240 V SHORT CIRCUIT CURRENT 23.75 A AC DISCONNECT PER 690.17/690.54 7" 4 511 DC DISCONNECT ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OFF POSITION Zemaining lettering = 3/8" AT DISCONN 3" 3" CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY -5 F AT MAIN SERVICE RATED AC OUTPUT CURRENT 23.75 AMPS NORMAL OPERATING AC VOLTAGE 240 VOLTS AT UTILITY METER 690.56 (B) / 705 WARNING: INTERACTIVE PHOTOVOLTAIC SYSTEM CONNECTED PHOTOVOLTAIC SYSTEM DISCONNECT AT DISCONNECT WARNING: PHOTOVOLTAIC POWER SOURCE AT JUNCTION BOXES WARNING INVERTER OUTPUT CONNECTION, DO NOT RELOCATE THIS OVERCURRENT DEVICE. T SOLAR BREAKER LEGAL OWNERS: CONTRACTOR OF RECORD: k I CONTACT INFORMATION: SITE ADDRESS: DRAWN BY: Luis De Arco Moshe Yacoby Electrical Contractor# 649- JESUS PEREZ 45420 Desert Air St. JESUS 6301 Ellenview Ave West Hills Ca 91307 818.251.0752 La Quinta Ca 92253 PEREZ PG 5 Phone: 818.304.0810 Fax: 818.304.081 erersad gmail.com NO .10 MODULE OPERATING CURRENT (IMPP) = 9.20 A NUMBER OF STRINGS TO INVERTER = 1 INVERTER MAX INPUT CURRENT = 15 A 9.20A<15A,OK MODULE OPERATING VOLTAGE (VMPP)= 31.3 V NUMBER OF MODULES IN EACH STRING - 1 (1) 31.3 V = 31.3 V INVERTER OPERATING INPUT RANGE= 16V - 48 V MODULE VOC = 39.7 V NUMBER OF MODULES IN EACH STRING = 1 (1)39.7=39.7V VOLTAGE TEMPERATURE CORRECTION FACTOR = 1.12 39.7 V (1. 12) = 44.46 V INVERTER MAX INPUT VOLTAGE = 48V 44.46 V < 48V, OK MODULE ISC = 9.84A 9.84 A (1.25)(1.25)=15.375 A (ISC) MODULES SSERIES FUSE RATING = 25A 15.375 A < 25A, OK NUMBER OF STRINGS TO INVERTER =1 (1) 9.84 A = 9.84 A 9.84 A (1.25)= 12.3 A INVERTER OUTPUT CURRENT =1.OA . 1.OA (19)(1.25)= 23.75 A [IC) USE (1) 25A BREAKER SERVICE PANEL BUS RATING=(n)200 A SERVICE PANEL MAIN OCPD = (n)200A 200A +(1) 25A INVERTER OCPD = 225 A 200A BUS (1.2) = 240A 225A < 240A ok WIRE CALCULATIONS ON THE ROOF AND FROM JUNCTION BOX TO INVERTER: EXPOSED TEMPERATURE = 50 C TEMPERATURE ADDER FOR CONDUIT OFFSET FROM ROOF = 22 C ADJUSTMENT FACTOR PER TABLE 310.16 FOR 90 C INSULATED CONDUCTOR AT 50 C + 22 C = 72 C = 0.41 SELECT WIRE SIZE WITH AMPACITY GREATER THAN 23.75A, USE 10 AWG COPPER WIRE WITH AN AMPACITY OF 30A BELOW THE ROOF AND FROM THE INVERTER TO MAIN PANEL EXPOSED TEMPERATURE = 45 C ADJUSTMENT FACTOR PER TABLE 310.16 FOR 90 C INSULATED CONDUCTOR AT 45 C =.82 IC = 25A 25.00A x .82 = 20.5A OK SELECT WIRE SIZE WITH AMPACITY GREATER THAN 25.00A, USE 10 AWG WIRE WITH AN AMPACITY OF 30A 25A x .41 = 10.25 = OK STRING #1 - 10 (1.OA) x (1.25) = 12.5 STRING #2 - 9 (1.OA) x (1.25) = 11.25 L,AV G �N"� CITY OF LA OUINTA BUILDING & SAFETY DEPT, APPROVED FOR CONSTRUCTION. DATE BY LEGAL OWNERS: CONTRACTOR OF RECORD: A CONTACT INFORMATION: SITE ADDRESS: DRAWN BY: Luis De Arco Moshe Yacoby Electrical Contractor LIC# A 65649 JESUS PEREZ 45420 Desert Air St. JESUS 6301 Ellenview Ave West Hills Ca 9130 818.251.0752 La Quinta Ca 92253 PEREZ PG 6 Phone: 818.304.0810 Fax: 818.304.0 perersadp@gmail.com I i� p't roe OL00.l'1NW 'alvn erypuSa11a0 k1 paG1T8atae unuangl vytu spimq nsxnalapeA ro'pavaso1 si40u ro'Aatag esPldg slOLO A S 11 3 N 3 wo7'6se4dua Us!A .aseudua Lai 146opu4oal japenupjnpry a$94du3 lnoga alow weal of AU!!T e43 Aq pagnbal R leu!uxw pn01!eCI papuoM a0 uen sa6uw Axlanbay . 6upunwa a6pd ,goolu6pa0 preMdn)1d U. preauMnpJTd 01 L%M-0 'ON Z'ZZ0-VSO/NtlO'6 ssep S_t lded OOd 'LbSt333i/t4Llln eaue!idwo suo!ldo 6upolluotu uel46gu3AW pue,e6euew-UU14611ua _ ... _..._ __ F6upolluow �. ...�._.�., ,•�allenu!ora!w e41 a)u! pelel6a;u!'_ 4 �; ...".� t s! 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MEzi 9Ad -anew pue ssaw1d a4llOSU!,olluow ssa!weas pue sau!! uo!lanpad palewolne-t(pnj f)uliem sT!3NINH3ue gW. Assel� F•.. /4ue11eM ynpwd,eaRpl pue jlueuem»uewlojaad leau!!lea.(-� I At muualol aweuurylad aMllSod an! pue mous;o suopepltunne -' kAea4 puelstplmoi pau91sa0 �".. iluaural!nbo, 33! Awn£ aaaw of paisals! wauodww,QaA3 fir =4lmpu!tn a,uenpi&gmseaw isaA,of ��,1—y� .p2e04uwnm0d NU p �. ..... � ;:� SYS -.'3 �,..,- •_.� _ +;n _. �` R 1t�= � �- _ �ONOW S8Z Mr_ sn�d ja�npowunS Product Data Sheet DU221 RB Safety Switch , 30A, Non -Fusible, 2 -Pole ®eounRe n�=T=T dy Uhneld•r' El, -kc ListPrice 5177.00 USD Avalladlity Steck Mem: Tills Item Is normally stocked In our dlstKMrtton faclmly. Technical Characteristics Number of Poles 2•Pole TermirelTypo_..__......_......�.._...�..-_.. , »._.w...._._�_�..__..._...._.._.._....._..._._...... _......__. .Y.._.___._..,_._.._. .._._. ` _ _....-.» _-_..._....�...-General tJ�Y D117Y ,.......__.-_._ ....,........._ ........ ......... _...__..-...._..._._._.. Ma.Amum Voltage Rating __.._ _ .._....-.........._... 240VAC�--y »_.. _. ,.._...... w..._.......,.- .__._._... ,._.,`. _ ._ ... Wire Size --� . .�. -.-- •.- -- _._. =14 to AwGiAVCu1 ...... .» -..._ y-�._�..� .... _ ...�._ _ _R _ W.w ShoK CtrwMCrxrerK Rafkg.- Std QOM) Mwi Type -'� ---FbMd- Factory installed main logo ....__.._..m ._....._.. _........_..._.. UL Listed fib N-ber E2875`. Enclosure Ratlng ^._........•• NEMA 3R - Erclosure Type _....•...` «.--_...... _..._....,......w. �..... -Rainproof and SleeUire proof (IMooKOutdoor)- ._.,._...-._._....__ ....».._ ._._ _ _.. Fdctary Insmlkd Neutrel�M.. _...._.__�.._.�»__ No 61smmreC Type NamFisl6le vire Size_ 98 to 91 AWG(AVCu) Shipping and Ordering 311116 Cabgory 00108 - Safely Svdtch, General Duly, 30 - 200 Amp, NEMA3R Discount SctleWle OEIA ._....... ._...._ ._._.�_�.... GT1N �. _._ �.��..�...._�._.....-...._. 00785901490340..._...-....�......_...___.�...._.. `........�.._-__..__........__ 0 ...�......�._._.�..__ �.... _. ..._......._. ....__.,... __ »...-. �.»_._.. i/lblght - .. - _ •_•_ -' -"'» 4.621Ds. Enclosure TY pa SOock Item: Thb Memle-11 Gt2cdto our diALhb on FaNny. Box "�ber 2R �..`»....-_....._.MX.__._._ ._._..»_.....+....__....._-.____,___..�....,�� M.r As standards, specifications, aN designs change from date to C.me, please ask for cordirm tion of the ird miation gNen In this deco. rv. C --w 5"M2Dta1s1,e3 V 2MOSdMddff Eledhi. Al rpm re -d. Schneider IVElectric ReWmabiidy Y As starderde, spectr=wns. and desyrs change frons time to L.me, pleas; W.W. for rnnilrmadon of the information given In BMs doc ynent c«„+orad: rrzm. 1a 1:i.3Lu 02m0 Sdmdder eemtr: a daft reserved. Schneider Electric Product Data Sheet HOM612L100RB Load Center, 100A, Fixed - Factory installed main lugs, 6, 6 Technical Characteristics U. -1—I . M - ey ae%roid" E1-- AmpereRadl'g.. IWA _._ ._..._ _..__... _..._„.._ AppBcadolr �Desigrad>D rabbi resNerdbl, corrlmete{al and blAsafal regfivemeNsto porter! electrlol d:L As system, equtpnent and people. Approvab UL listed Cover Type .•.. _ .-�.�.. _ -. Combdmbon RusNSUKate .... _ ...�._ _ _R _ W.w ShoK CtrwMCrxrerK Rafkg.- Std QOM) Mwi Type -'� ---FbMd- Factory installed main logo Maximum single Pole Cirwlm 31116 Mazlmion Tandem Cora&Breakers 6 Phase-_ _ ._ 1 -Phase .155 X 12of24oVAC vire Size_ 98 to 91 AWG(AVCu) 5 311116 3112 3-Wtre Depth.. - .-4,27 lrlhea He(gtA 12.S6Inches Homekre _ Bis Material . ..... . . . . ... . _ ..- - - ...Tin Plated Alumtmxll Enclosure TY pa Outdooilftlm roof Box "�ber 2R Enclosure Radrg ~� �.�..NEMA 318_ Groimtlkg Bar order separaby Notes: 5 70A (max) branch Chad breaker and t00A (max) back fed main dreua breaker. Shipping and Ordering 4 Category. 00149 - Load Centers, NEMAt a 3R,.2 - 8 Ckadb, Type MOM N/A ^.per .. GT1N �.. -,. �- »..�..- -• - 00785901061205...__ x _ . _ ..� .» ._.. .._._....,.. _ ... .._...- 9.92 xs. Stock Rem_ This Item is normally shocked In our distribution facility G—t- (6120--Y70 %C.37 1, Y 2MG SMn<Ider'Electric. 'N Viet reservee. Schneider VEIectrIc Rigid Nonmetallic Conduit — Junction loxes JunctionMolded Nonmetallic / :s Empt where noted Lam 1P Rated ti's another fust from Carlon• - the fust nonmetallic junction boxes UL Listed with a NEMA 6P rating per Section 314.29, Exception of the National Electrical Code. Manufactured from PVC or PPO thermoplastic molding oompoumd and featuring foam -in-place gaskated lids attached" stainless steel wevA these rugged enhdosums offer all the corrosion resistm and physical Properties you need for direct burial applications. Type 6P endosum are intended for indoor or outdoor use, pfimarily to provide a degree of protection against contact with erdosed equipment, falling dirt, how dineded voter, enq of water duras prolonged submersion at a limited depth, and exterwl ioe formation. • All Carlon Junction Boxes are UL Listed and maintain a minimum of a NEMA Type 4/4x Rating. • Parts numbers with an asterisk (+) are UL Listed and maintain a NEMA Type 6P Rating and Type 4MX Rating. Fut ria SzeIn Nto WxD sol Cm illy. No Al d:L As Nlo 8 L$ C U Tc Ikrk7(i PVC Tlterxo Std QOM) E989NN1-CAR' 4 x 4 x 2 5 31116 351 WA 2 .160 .155 X 3 E987N-CAR` 4 x 4 x 4 5 311116 3112 N/A 4 .16D .1155 x 4 tE989NNR-CAR' 4 x 4 x 6- 4 311116 33/8 NIA 6 .160 100 X 5 E989PP1•CAR' 5 x 5 x 2 4 41116 41h N/A 2 .110 .150 x 3 E987R-Wt' 6 x 6 x 4 2 ` 6 1 5516 NIA 4 1 .190 .190 X 3 E989RRR-UPC' 6 x 6 x 6 8 5518 918 WA 6 .160 .150 X 14 E989N-CAR 8x8x'4 1 8 8 N/A 4 .185 .190 X 2 E989SSX-UK 8 x 8x 7 2 721137 75/16 WA 7 .160 .150 X 6 E989UUN 12 x 12 x 4 3 11% 1111 11118 4 .160 .150 X 12 E989R-UPC 12 x 12 x 6 2 1115h6 11718 117h6 6 1B5 .185 X 10 180 www.carIon.com Gross Automation (877) 268-3700 • www.carlonsales.cofn - sales@grossaut)maUm.corn Rigid Nonmetallic Conduit, rl'echnical lnfoi meion r� Corrosion Resistance of Carlon Schedule 40 and Schedule 80 PVC Conduit and Fittings Cation Sdnedule 40 and Schedule OD are generally chemicals not on this list are manufactured or used because acceptable for use in environments containing the chemicals worier safety requirements dictate that any air presence or below These environmental resistance ratings are based splashing be at a very low level. upon tests where the specimens were placed in complete If there are any questions for specific suitability in a submergence in the reagent listed Schedule 40 and Schedule 80 can be used in marry process areas where given environment prototype samples should be .AotkAod7060% tested under actual conditions. 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M.." almkm "W" 2"Nhb - �..5'•AAmagd{Lkmb ,: �j.-d.Q kP W •.,..,. ; Qmn7.000aMminl,• .`.mr.AW �, •.. .••.,- ScaMS910 1 - Altm®QdO� rack Sok hNt m FOW&AV16% So&=WBk hm *.HlBmdbi^ (H—WOW hbmA u•t•r Wh AW16,. kd. AAAu Atmei•oMANtmpat Q1m1NAa ,Sgdmmd Aw"s PhaptSA h-H*DAAdds Sad®IDin"OYA kmniaN!MW 011 G.PJ Nfdadkkknp%•rA ehnw G.Semkabas A_O.P"ho t11dw Gus WaAtO-` •HO.Ab.AddrS%-a% --Fb."Add-Ws% St.—Ondad. k.1.d_Pmd-Nand •t chltt •wa RA.1p]cka• -_ ft.O.&AOd-15-W SAakko N-9-SAt ok..O kkd HOW C"" %.**&Add-%" SN. .. Aamod-S." ch—mm "01 1c AV"% D . nakQ{Ak aadot .. 9db0bft-6rery. AnotetAthhtxs•mt almkkm 10% 4a.&_ZtAdl Ps66 Sddm sh m.* . "AWd asmkkw3m MdWaRcydm, :. {Lit.&. amba%N SaWAdd-aro% . AAr'*km. 0—kkNN% A"M 9edt-Ory PAtr_at- 9Ihk AAl=1M% - k&quh­ftKA d 0.*AWSO% RAM. 9A&- Potndm eons 9"AW-MM • kdnmdD M.* - G'kAdt ' Atpm SM. „' Rftzb. tdddA . • sdb=Adi ... AOm%P ' • Rd�"1 IbCZ"Odte b W* d - A.*k10 h0% °' : �... m Q-0. '. ;�e$' am tAA•pNfdhA ma •.•. _. ••. kat. 04.6 - :w ... �. tare u ns , kykdktkkN Gorprncda. kA. WeWda 0-6 ° Taak Add Wim C.N.0 C*WKis moon {'frim OPd& Twi-WtdY M 'Palm 0*"Cqm wbb IakAdd2h% fbbd. Md•m• RlsYcindt• P•imlbAefdA 'tatblkW OR t.*Adr R"W. rakpdt - 'Plm•bd Panni 'BJi•A saw Oqk AddSK ,... U.0 ob". -`pot wN 4wh bbA.M4. - , Od®Sdds m6O1-.5= I+M tenet - WmdusrErdd, . 'go-9wUl. tmkor-9w.t UWAAW - Pwd_pbW& ' �•edn• RibiA:d lDll DNd•mktneb Imuna - Nazi. Ntam Ykgpr.I . - B..kAdd Dada Ud*Adt. A0OWRmt , WhkLy .tf. .Nmud Fihe•e I Da -1: ;.- -U..W 06.. R%iNANf.Wft .. :. `wMAlipnOePaDdaa7a adup.g.mbd= DVI.* AW Ae t ob IaalOmnlaNlnrN SO% M. WaA-115%kMa D1aA1a Wtom my d c ktm ,.. W.O. MOM { , th Oidb faint E"AWd -. A07id•aoft* Wed.516• DA osm•• ' •. OWAdd..�.. i .. „ . Etsbd47rd ..�,.,. Np•tnNtdW>• .� pq- �.r- '.....,,, M.4.s ., ... .., Ed. • F'" kik _.,._ -MpiWANRri - RMSAwa ". himnb &dNRdWh-Dwaftll ft* a ih M7rdu•$At 9EdcAd1 Dc 9,110 amirAw Wk Na» Mkk Add R -Op k - balo-V8b F kSAt . MkAdd Sr.WN - Dem T•faaOids NlsmtoWk 2-ftftsdAhts Dedra+ .. rmaos5dht W..k ANO 5aA.Auee .. 188 www.carIon.com Gross Automaton (877) 2883700 • www.carionsales.00m • sales@grossautomation.com CRI50220CA13a12 February 20, 2015 Everest Solar Systems, LLC Ranch Blvd Suite l l L Ocea tidp Ckeansitfe, CA 52056 moment Atm: Andy Neshat ENGINEERING+ DESIGN WWW:. MSEGLLCTC OM Y RE: CrarrRail PPand Mounting System Evaluation _. To whom it may concern: Per your request, Moment Engineering+ Design has performed a comprehensive structural analysis of the Everest Solar CrossRail Solar PV Mounting System fur typicalinstallatiunsin the StateQfCalifornia. Wheninstalledpertheconditionsanddesigncriteriadescribedherein,the CrossRail Solar PV Mounting System is compliant with the sections of the design reference documents noted below. Design Reference Documents 0 20137WennialEdition of7Ttle24,CaliforniaCode ofRegulations Based on 2011 International Building Code & 2012 international Residential Code o ASCE/SEI 7-10 -Minimum Design Loods far Buildings and Other Structures 0 2010 AlumOwm Design Manual, by the Aluminum Association o Section and materials data provided by Everest Solar Systems • Rail section properties appear in the appendix to this report Overview The CrossRall PV -panel roof mounting system consists of extruded aluminum support rails spanning between points of attachment on an existing roof structure. This analysis is limited to capacity of the CrossRail only. Attachment of the CrossRail Mounting System to the existing roof structure shall be the responsibility of the installer, and should be analyzed by a registered design professional where required by the local authority baving'jutisdiction. Methods & Design Parameters Applicable combinations of dead, wind snow, and seismic loads were evaluated in accordance with current code requirements to determine allowable rail span lengths, based on assumptions of single -span conditions and allowable deflection of L/60. Design wind pressures were determined using Components and Cladding calculations in Chapter 26-30 of ASCE 7-10, using the loading parameters listed below. Configurations not conforming to these parameters will require additional analysis. Calculation of applicable roof snow load should be based upon ground snow load maps and equations and factors of ASCE 7.10, Chapter 7 and applicable sections of the 2013 CBC. For designated Case Study areas noted in the 2013 Triennial Edition of Title 24, California Code of Regulations, refer to local jurisdiction requirements for snow moment ENGINEERING + DESIGN 10630 WWVA& Ave, Mute CS • Fatrhx, VA 22030 • Phone: 703-998-2350• Weir. www.nnsegle corn Suggested Format for Specifying Carton Nonmetallic Conduit, Conduit Fittings and Junction Boxes A The Carlon rigid nonmetallic conduit system shall be installed as Indicated on the drawings and as specified bereh B All wiring shall be installed in Caton rigid nonmetallic conduit. All condult stall be seated by means of proper fillings. All fittings shall be Carlon. C Carlon outlet boxes, fittings and junction boxes shall be used for all outlet% pull boxes and junction points (Lighting fixtures shall not be supported or hung from PVC junction boxes but be supported in position by other means) 0. EWed a i dhits shall be mounted secs ely by suitable hangers or straps with the maximuin spacing of points of supports not greater than Indicated by Section 35230 of dhe NEC. Efxeeptwhere embedded ineonaete or drectbMied,cation cordult shall be supported to permit adequate Wheal movement to allow for expansion and conbaction of conduit due to terpelanoe flange E for aboveground installations where temperahun change in excess of 140C (2501) g asnkgated, expansion joints shag be installed. See Table 352A4(A) NEC for eximsiah characteristics. G, Proper care shall be cairn when field bending is employed to maintain the internal damheeer and wall thidmess of the conduit www.carIon.com Gross Automaton (877) 288-3700 • www.carlonsWes.com • sales@grossautomaton.com CROSSRAIL MOUNTING SYSTEM EVAWATION Feb 20, 2015 • PAGE 2 OF 3 :iRl}4:20CA 13U: and wind load determination. Seismic criteria were considered per provisions of ASCE 7-10 Chapter 13 with parameters specified below. While seismic effects did not appear to govern the capacity of this system, applicable seismic detailing requirements should be satisfied when installed per the manufacturer instructions and additional installation notes specified herein. Loading Parameters o Ground snow load: Varies o Ultimate 3 -second gust wind speed (V):110-170 mph o Building roof mean height: 30 ft or less o Roof wind pressure region: Zone 1- Zone 3 o Structural risk category: II 0 Wind exposure: B, C, D o Seismic site class: D o Seismic design category: A through E 0 0.2s MCER ground motion parameter (Ss): Not to exceed 2.000 o is MCER ground motion parameter (Si): Not to exceed 1.250 o Component importance factor (ID): LO o Component acceleration factor, (ap):1.0 o Component response modification factor (Rv):1.5 o Panel orientation: Portrait or landscape o Panel installation angle: Flush with roof slope o Roofslope(6);0-7',>7-27`,>27-450 Design Results The allowable span lengths of the system are principally controlled by applicable wind and snow loads to the structure. Refer to the CrossRail span tables in the appendix to this document for recommended rail configurations based on combinations of these loading parameters. Notee that reaction loads provided in the attached tables are only applicable when used with the corresponding span length recommendations provided therein. These reactions may be scaled linearly when shorter spans are used. Installation Notes The following guidelines apply to all installations using the Crossitail product line: • Tables assume two independent support rails per row with either panel orientation. • Maximum end cantilever of aluminum support rail shall not exceed one-third (1/3) of allowable span in the roof wind pressure zone of the cantilever. • Rails shall be continuous (not spliced) over a minimum of two supports. • installation over roof overhangs or within 10" of any roof edge is not advised. • Observe at local jurisdictional requirements regarding roof setback requirements. • Ensure that actual span length does not exceed capacity ofroofattachment. moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite C5 • Fairfax, VA 22030 9 Phone: 703-998-2350• Web: www.msegllecom if:%7 CROSSRAIL MOUNTING SYSTEM EVALUATION _ Feb 20, 2015 a PAGE 3 OF 3 CRI 0220CA23:112 Summary This assessment has provided design validation: for code -compliant installations- of the CrossRail PV Mounting System in the State of California. For the configurations and design loadings noted previously, the attached span tables represent maximum span lengths based on allowable stresses and deflection criteria. For all other configurations, refer to Everest Solar Systems for engineering support This report does not provide analysis of roof attachment hardware, nor of any existing structures, as maybe required..by the local authority having.jurtsdiction We appreciate the opportunity to have assisted you With this project. Should you have any further questions regarding this analysis, please feel free to contact us by phone or email 1 Best Regards, OQpOFESS74 �7A7RlCh f a\ 12-31-110 . Sr orf CFCALI � Shawn P. Kelley. P.E. Principal moment ENGINEERING+ DESIGN spkelley@msegllc.com 1 J _1 i 1 1L 1 i m oment'ENGINEMUNGDESIGN 10530 Warwick Ave, Suite CS a Fairfaa,.VA 22030 o Phone: 703-998-23500 Web: www.msegnccom j CROSSRAILMOUNTING SYSTEM EVALUATION CR150220112w CROSSRAIL MOUNTING SYSTEM EVALUATION CRIS0220112W APPENDIX: PAGE 5 OF 37 Feb 2% 2015 0 OF C �^ 0 K Tabla 5: MaximumSpan Wngth Ifni)-W6W Expoazina CCondition t0. -Wind Expasuis C Condkbn B�posure C mate Wind S=d,V RaOType Roof Snow load IDd) 0 10 20 30 40 50 0 ° 110 X80 - 128 118 - 108 99 87 78 X48 94 as 81 72 63 56 115 Mg 128 118 108 99 87 78 X48 92 98 81 72 63 56 120 - 7fB(1 128 _ 118 10899 87 78 �_ X48 89 88 81 72� 63 56 130 ._X80 123. _. 117 107 99 87 78 X48 84 84 So 72 .-- 63 - 56 140 xao .. 117 115 106_ _ 99 87 78 __ X48 79 79 79 71 --63 X56 150 %80 109 109 _104- 97 87 78 _- X48 75 79 75 69 63 _ 56 160 x80 -102 102 SOT 96 87 78 X48 70 70 70 68 62 56 170 )030 96 96 96 - 94 96- 78 X48 66 66 66 66 61 56 X48 633 633 633 633 -588 -544 >v w 3 110 x8o 115 115 108 - 99 87 78 X49 79 79 79 72 63 56 115 - X80 110 110 108 99 87 78 X48 75 75 75 72 63 56 )(80 los 105 105 99 87 120 78 7T7z. 72m 63.. X48_ 72 2 �. .56 x80 97 97 97 - 97 87 130 78 X48 66 66 66 66 63 56 140 x80 90 90 90 90 87 788 ,. X48 61 61 61 61 61 56 . X110 84 84 84 84 84 150 78 1(4R 57 57 57 57 57 56 160 x8o - 78 78 78 78: _ _-- _ 78 78 X48 54 54 54 54 54 54 170 Xso 74 74 74 74 74 74 X48 SO 50 50 50 50 50 -1212. .X48 $27 627 627 427 .w 627 427 ti 110-x8o 93 93 93' 93 - 87 78 X48 64 64 64 64 63 56 115 280 - 89--- 89 89 89 87 78 X4861 61 61 61 61 56 )80 a5 115 a5 a5 a5 - 120 78 X48 58 S8 — 58 58 58 56 130 x80 79 79 79 79 79 78 X48 54 54 54 54 54 54 0 140 X80 T3 73 73 73 73 73 X48 50 50 50 50 50 50 150 .X48 -1314 46 46 46 46 46� 46 160 - x80 64 64 64 64 64 64 X48 43 43 43 43 y-43 43 170 --•X80 60 60 __.. 60 60 - 60 _ 60 X48 41 41 41 41 �41 41 moment ENGINEERING + DESIGN 10530 WanvickAve, State-05-.FaIrfwL VA 22030-.Fhow..703-998-2350 -Web: avWW.mseg]N com APPENDDG PAGE 6 OF 37 CROSSRAIL MOUNTING SYSTEM EVALUATION Feb 20,2015 CRI50220112W O p 0 0 Ku. Tablo 6: Maximum U t0. -Wind Expasuis C Condkbn SOeed.V FxPosure C t"Ma aRod Speed.VI. Rall Type Snow load (psi) 0 10 20 30 40 50 942 X48 269 353 461 536 612 ". X80 -489, - -449 : -411 -378 331 -298 110 X48 361 337 -308 -273 -239 -215 0 5 115 �- g 339 495 X453 _ 416, -365 _ - .. -328 . X48 -385 -371 -339 -301 -263 -237 120 `— -591 -542 496 457 -400. X48 409 -406 372 -330 -289-260 -360. 130 X80 ,.. ->75. .639 -586 -543 .-475 . _-._ X48 459 -459 439 -392 -343 _428. -309 _ 140 --� - -750 X737 - 679.. -636 - -6577 .501 X48 -510 -510 -509 454 -402 -362 - 150 -- x80. 412 _ -812 - -776 .-774y�_fsM 160_)f8D 434 517 692 814 'X48 555 355 359 515 365 419 160 x80 470.' 470. -870 ,.,816 -738 170 X80 - 453 520__ 684_ 832 .905 X48 694 394 -594.. -579 627 W_664 -480 170 -(80 a -926 _ _'° _ -926 -926 ' 1909 '' - --827_ -753 X48 633 633 633 633 -588 -544 >v 110 Xs0 329 463 616 742 848 942 n 110 NSO -768 -768 -716 659 377 -520 X48 323 -523 -523 476 417 375 its X8o 405 -am -787 -724 - 634 -571 X48 -551 -551 351 -523 458 412 ° m g 120 -- _x80_ - 643 -843: -843. -793 694 625 - X48 -577 -577 -577 -573 -501 451 130 X80 _ -917.. -917 -917 -917 .820. _-738 X48 627 627 627 627 392 333 140 - x80 -991 -991 1991-957 ` 461 Y-991 X48 677 677 677 677 s 377 622 -- x80 _ _._-1065 -1065 -1065 -1065 -1065 ]50 _ -992 X48 -727 727 -727 -727 -727 -717 160 X80 -1139 -1139 -1139. -1139 -1139 -1134 X48 -777 -777 -777 -777 -777 -777 170 X80 -1212 -1212 -1212 1212 --1212 -1212. .X48 $27 627 627 427 .w 627 427 12 12 n 110 .. x80 ... - 1954 - -954 -954- -954 x.886 -798 _ X48 652 652 652 652 640 -576 115 X80 1999.1399 '_9.9r, -999 -972 X48 663 683 683 683 683 -875. 632 120 --- 0 . -1044 -1044 '-1044 -1044 ..-1044 -955 X48 -713 -713 -713 -713 -713 690 .. 130x80 --1135 -1135 =1135 _ -1135 '--1135 "-1126, X48 775 775 775- -775 -775 -775 140 �XSO -1224 -1224 -1224 -1224 - -1224 -1224 X48 .836 436 .136 436 636 .836 150 Xao --1314 -1314 -1314 -1314 -1314 -1314 X48 .897 697 697 697 497 697 820 160 X80.. •,-1404 ;.-1404 '-1404 -1404_ -1404 -1404 X48 -958 -958 -958 -958 -958 A58 170 +- )R - -1494 -11494 ��--1494 --1494 -1494 X48 -1019 -10]9 -1019 -1019 -1019 1494 -1019 moment ENGINEERING + DESIGN 10530 Warwick Ave, Sulte CS - Falrfm6 VA 22030- Phone: 703-998.2350- Web: wwwmseglkrom APPENDDC: PAGE 7 OF 37 Feb 2R 2015 0 OF O 0 0 09 Table 7: Maximum Downfor°o Ib. - Wird Exponim C Condition FxpCWind C SOeed.V Rail Type Roof Snow load (pd') 0 30 20 30 40 5o ° 110 ` X80 365 472 - 616 742 848 942 X48 269 353 461 536 612 680 X8_0 X365 472.,E 616 848 ^X48 942 _742 261 353 461y^ 536 612 680 120 X80 365 472 616742 848 942 X48 253 353 461 536 612 680 130 X80 r 374 484_ 627 750 848 - W 942 _ X48 254 348 470 S42 -"612 _ 680 11 xSo -- - 397 50a_ - 649 778 848 942 X48 270 352 486 $55 612 680 150-«-�. d>$_.... 5]9 J 674 796 857. 942 'X48 286 355 483 5% 619 6811 160_)f8D 434 517 692 814 942 _ _.._884-�,� X`48 297 354 473 578 632 680 170 X80 - 453 520__ 684_ 832 .905 957 X48 309 355 80 467 5 646 691 >v 110 Xs0 329 463 616 742 848 942 X48 224 315 449 536 612 680 115X80 _ 314 442 616 742. 848 942 _ X48 215 302 431 536 612 680 120 x80 300 ___ 422 603 742 848 942 X48 205 289 412 536 612 680 130 - X80 294 403 569 735 848 .942 X48 201 275 389 S02 612 680 140 - %80 306 398 S52 .705 ..848.. 942 X48 209 272 377 __-482 600 680 150_97 . X8 20 0 3 3 _ 541 64 6 828 .467 942 X48 219 271. 369. 565 680 160 - )a0 333 397 531 - 665 800 942 _ X48 227 271 363 454 546 646 170 - 2gR 347 _ 399 525 651 904 _778 .X48 137 272 358 445 531 b17 T 110 J- X80 266 374 534 699 848 _942 6 3 X48 182 2569 478 612 660 115 —(80 254 358 510 668 848 X48 173 244 349 456 596 942 680 120 XSO 243 342 489 640 835 . 942 X48 166 234 334 437 570 680 130 X80 239 326 461 596 769 942 X48 163 723 315 407 525 648 140 X80 248 323 448 _ 573:: 713 880. X48 169 220 306 391 487 601 150 X80 260 323 439. 556 672 820 X48 178 220 300 379 459 560 160-X80 . - 271 .322 431 541 650 - 768 X48 1a5 220 294 369 443 524 170 X80-- - 282 _ 324 427 529 632 - 734 X48 193 221 291 361 431 501 moment ENGINEERING+ DESIGN 10530 Warwkk Ave, Shite CS - FaIrLIX VA 22030- Phone: 703.998-2350- Web: wwwmsegllcxom RO'OFS>7 TO 27• Roof Wind Pressure Roof Wind Pressure Zone 3 Roof Wird Pressure Zone 2 Roof Wind Pressure Zone 1 A 7Y* p' o o o S o o G o o Y S o G o o 5 $ b o G S 'A 6£ K r x x x x _N g&99999999 99X is ;X �N r x�I } x` x •• ((((((IN 9e� i x1 � WV N W{n 1.l W N w Ap N O NN !�Iy�p to N N lu M P P �N.1 NIO IYul N $ A ONNI a Ir�nl IpulN W w �.pr A ly X19 & 9 �IDD to U N Iil 41 w A 1W. a to In � nOi D �Ipp OI � ~� oo� �a�II V Yu"i r � pa N.N qqN pOpl V W �v � V J � AA INa O'. a Ia G IUpI two w D W Oo p>I N V al N O O N NbN :. W' ppp 1�.++ O a a� 6 y00hJ�1 � Nd. 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N A O CROSSRAIL MOUNTING SYSTEM EVALUATION APPE.NDDC: PAGE 20 OF 37 CROSSRAIL MOUNTING SYSTEM EVALUATION APPENDIX: PAGE 29OF 37 C11150220112w Feb 20. 2015 CR150220112w Feb 20 2015 - .- ... ... -: _.. _ ' . - -' N - n 1 LL., . ... 0` cc - - ' Table ZO: Maximum Shear W. -WW Exposure C Condttbn um C Condhlen Ez',arc C Ultimate Wind Speed, V Rail Type Rauf Snow load (pst) 0 10 20 30 40 50 0 .X80 36. - ..152 . - 223 267. .305 ..339 110 %48 27 114 178 219 250 278 115 ...: x80 -35 151- . 223 _ 267. 305 339, X48 26 113 175 219 z50 a78 120 )(80 35 -149.x- 222 267 30S X48 26 112 173 219 250 339 278 w T 130 _ 33 `,- 11146 -- 218 267 305 �...-169 ' 339 X48 24 109 W 215 250 _ 278 X80 32 143- 214•. 267, 305 -339 140 X48 23 106 165 210 249 278 _X8031 ..139 209 265 305 150 339 --.%48 72 im 161 M5 745 TM 160 - X80. 30 .. 135..,' - 205 261. _ 305- _ -.339 X48 21 94 1% 202 241 276 170 .. X80 28 : m129_.:. 200 256 304 . . 339 X48 19 88 152 197 236 271 �•__67 X48 80 77 67 60 55 sl 140 X80 103 - 97 - 83 74_ - 67 60 110 •-•- --. 33 149 _ 223, 267 305 _ 339 X48 23 103 178 219 250 278 X80 31 143 223 267 305 339 Its X48 22 99 175 219 250 278 ° a S 120 . )(B0 30 137 222, 267 305 339 X48 21 95 168 219 250 278 ]30 y_XBO _ 28 126 218 - 267 _ _ 305 339 X48 19 87 155.. 215 +250 278 . X80 26 - 117 - 209 26TH.- 305 140 339 X48 18 81 144 207 249 278 - ' X80 .24. 110 195 265 305 _ 339 LSO X48 17 75 134 193 245 _ 278 == 23 .103 ` .183.: 261, 305 .. 339 160 -- X48 16 71 126 y181 236 276 -21 1 X97 172- 248 3041_ ` 339_ 170 -- .X48 15 .66� 118 17D 222 271 4. - `:--X80 _ .. - _ 528 561 592 Xao _ 698 o ° P ° g g 110.x80 ° c X80 27_ 123 ' 219. 267 1305 339_ 110 X48 19 85 151 217 250 278 _ 26 118 209 ' 267 : 305 its X48 18 81 144 207 250 339 278 XBO. 25 113'201_- 267 305 339 120 X48 17 77 138 198 250 Z78 x80 23 304• 185 266 305 339 130 %48 16 71 127 383 239 278 X80 21 97 172 247- 305 339 140 X48 15 66 118 170 221 273 X80 20 - 90 160 231 -301 150 X48 14 62 110 158 206 - 339 255 160 'X80 .. 19 -. 84 _ 150 216:,-. ;282.. ._339 X48 13 58 103 148 193 239 - X80 17 80 142 204, 266 328 170 X48 12 54 97 139 182 224 moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite CS - Faltfax, VA 22030- Phone: 703.998.2350 - Web: wwwmseglk coin CROSSRAILMOUNTING SYSTEM EVALUATION CRiSO220112w APPENDIX: PACE 30OF 37 Feb 20, 2015 moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite C5 - FairUL VA 22030- Phone; 703-998-2350- Well: www.msegliccom moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite CS - Fairfax, VA 22030- Phone: 703.998-2350 - Web: wwwmsefle.com CROSSRAIL MOUNTING SYSTEM EVALUATION CR150220112W APPENDDL- PACE 31 OF 37 Feb 20,201S Table 29: Ma Span in. - Wind Expos um C Condhlen ecpmure C Exposurea C Wind Speed, V Rall Type 0 10 Roof Snow Load (psf) 20 30 40 50 110 X80 115 103. 90 77 67 60. X48 86 84 71 63 57 52 ._X80 ,°. m 115 )(80 , 11_3 106 89 77 67 .-.-60 X48 85 - 82 70 62 Y57 52 120 )(80 111 104 a8 - 77 67 X48 93 s0 69 62 56 60 52 130 ,w X80 107 --__ 101 85 75 60 �•__67 X48 80 77 67 60 55 sl 140 X80 103 - 97 - 83 74_ - 67 60 _ X48 77 73 65 5858 54 ~-50 8 150 r YBO _ 100 9481 .. - � 72. 66 -60 'X m 72 70 63 57 53 49 160 X80 97- - 91 79 71 65 60 X48 68 67 61 55 51 48 _ 568 130 170 ._,_X80 _ 92. - 88 ... , 77 69 .. 64 X48 65 65 59 54 50 47 X48 472 457 493 _ 528 561 592 Xao _ 698 o ° P ° g g 110.x80 .--..X48.86 115 .._ 90 77 67 . 60 . .��108 84 71 63 57 .. 52 .,• Its 7030 113 106 89 77 67 60 _ X48 85 82 70 62 57 52 120 )(80 111 - 104 a8 77 67 60 X48 83 80 69 62 56 52 130 )80 107 101 85 75 67 60� X48 79 77 67 60 55 51 140 103 97 . 83 - - 74 67 60 848.~ 7373 ._.._. 73 W. _ 58 54 . .�..._ _�.._so . X80 98 94 81 _ 72 66 150` 60 X48 68 68 63 57 53 49 160 X80 92 . 91 -_ 79 71 65 60 X48 64 64 61 55 51 48 •• %80 87 87 77 69 170 •�� 59 -�_ ,._ „- •i�64 .X48 60� 60 .Y 59~ 54 50 47~_ 584 571 601 629 657 170 - X80 898 851 787 808 a 110 X80 115 108 90 77 67 60 X48 86 84� 71 63 57 52 X80. 113 106 89 77 67 60 Its X48 85 82 70 62 57 52 120�)w_ 111 - 104- as 77 67 60 X48 a3 s0 69 62 56 52 130 .X80 107 101 85 75 _ 67 60 X48 79 77 67 60 55 51 140 XBO 103 97 _63 - 74 67 60 X48 73 73 65 58 54 50 150--- _9a 94 81 72 66 .X48 60 68 68 63 57 53 49 160 X80 92 - 91 79 71-" 65 60 _ X48 64 64 61 55 51 48 170 -- Xs0 87 87 _ 77 _ _ 69 64 X48 �60 6060 59 54 50 47 moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite CS - Fairfax, VA 22030- Phone: 703.998-2350 - Web: wwwmsefle.com CROSSRAIL MOUNTING SYSTEM EVALUATION CR150220112W APPENDDL- PACE 31 OF 37 Feb 20,201S moment ENGINEERING + DESIGN 10530 WarwkkAVe, Sutte C5 - Fairfax, VA 22030- Phone: 703-998-2350- Web: www.mseglksom Table 31: Maatmum Downfon:o Ib. -Wkd CCondition ecpmure C Uftimte Wlnd Speed, V Rail Type Root Snow load(psf) 0 10 20 30 40 50 110 ._X80 503_ -521 559 586 608632 X48 377 404 445 484 518 539 Its X80 534 S41 576 607 626 649 X48 400 417 457 495 S30 553 -565 561 - 593'. 628`:.- X645 666 ° 120--••01 X48 423 430 469 505 540 _ 568 130 _ X80 630. 601 630 662 684.4 701 # X48 472 457 493 _ 528 561 592 Xao _ 698 658 668 697 728 - 741 n` c 140 X48 519 496 519 552 583 _ 613Y u 0 767 721 706 760 782 -732 150)B48 X 554 540 545 576 606 634 X80 .840 785. 746 769 795 -1822 160 X48 590 584 571 601 629 657 170 - X80 898 851 787 808 831 •856 X48 627 627 599 627 654 680 110XEO 503 -521 559 586 608 X48 377 404 445 484 518 632 539 its X80 534 541 576 607 626 649 X48 400 417 457 455 530 553 120 ,.YX801565 561 593 628_` 666 X48 423 430 469 ,�-645 505 540 568 12 X80 630 . 601 630 - 662 684 701 330 X48 464 457 493 528 561 592 � n T 140 X8(1 --•----•- X48 698 494 658 - 494 668 -. _ .-- 519 697-- 552 728 583 741 - 613 ISO W 754 721 706 732. '760 782 X48 522 522 545 576 606 _ 634 160 a X80 %48 798,��785 551 551 7466 571 769 X601 795 629 822 657 170 X80 844 _944 787 808 831 856 .X48 582 582 599 .627 .654 .660 110 )t8(1 "Sill 521 J 559 586 608 632 X48 377 404 445 484 518 539 X80' 534 - 541 576. 607 626 649 its X48 400 417 457 495 530 553 120 X80 561 - 593 628 645 666 _565 X48 423 430 469 505 540 568 130 X80 X48 630 464 601 457 630 493 662 528 684 561 701 592 12 R 140 X80 698 658 668 697 728 741 n X48 494 494 519 552 583 613 3 ' 150 X80 754 721 706 732 760 782 X48 522 522 545 576 606 634 160 %80 7% 785 746 769 7% 822 X48 551 551 571 601 629 657 V 170 X811 844 844 787 808 831 856 X48 582 582 599 627 654 680 moment ENGINEERING + DESIGN 10530 WarwkkAVe, Sutte C5 - Fairfax, VA 22030- Phone: 703-998-2350- Web: www.mseglksom CROSSRAIL MOUNTING SYSTEM EVALUATION APPFNDDL• PAGE 32 OF 37 CROSSRAIL MOUNTING SYSTEM EVALUATION CRIS0220112W Feb 20, 2015 CR1502201619112 moment ENGINEERING + DESIGN 10530 Warwick Ave, Sufte CS - Fairfax, VA 22030- Phone: 703-998.2350 - Web: wwwnseglk.com - - wo3•al��'A��QaM•OS£Z•B66•EOL anoyd•OEOZZ VA'ael+lad•y7 aJ1oS •anti rNiAvoM0ES0T " 717'di1107D 9NT833N19N3'IVH LL7n8JS JU0JU0[TI •pas!Ape sl siaualse; laals ssalulels Jo pez!uenle2 paddip toy;o asn atLL •aiemp.lell ang3auuo3 pue slleJ uoddns laued;o uopepelsul ao; saullap!n2 Jal RJnUew of Ja;aa aalawelp Malas ayl sawp 3y21a sl�uawpagwa peaail;o g3dap wnwlulllj -8ulwey 2ugslxa o3ul smaa3s Bel laals ssalulels aalawe!P .9I/S oma yllm a2etopue aawbai saseq 11001-lally . # :wa3sAs oo a I a 2ulsn suoge son a of A dde saw a n2 2uiAlo o a 8 H 1 L 43 lion II I 1 p! II 1 i.l J a3oN uogepgsul ( saa3aweJed asatp un, paseq suopEJnBt-( w papuawwooaJ Jol luawmop slip al x(puadde ay3 III saan2g agl of Ja;all sam peol lie io; smetedde ayl joj Rulpeol algemolle ay33lwR tlgwasse>(oogayl;ouogaayap.to/puesawo;lemeJpg3!mJaualsed uopolpsun(flulAey AIIJoglne le -1 alp Aq paJwbai wagm leuolssa;oid u2isap paaalsl2aJ a Aq pazdleue aq pinot(s pue '.lalpusul agl;o Aliilcilsuodsaa ail aq llegs ainlonils;ow 2upslxaagl 03 walsCs 8upunuw luollaill at(l to 3uawyoepV •airwmLts gullspta ue of Aigwasse Ad a io; luawy3eue;o slulod 2ulpinwd saseq pue saroddns wnulwnle papnnxa;o s3sisuo3 waisAs pupunow;ooa SE AooHal!•L ai.L Maidaan0 leuopetuawl swats fS ZX Sq papinoid roup slepnew pue uol:paS o leuopeuJawl stumAS ZN Ag paplawd mep3sa3 pool o uolepossywnuiwniVag3Aq'lenuLWu6asawnulwnivOT0Z o u0p.7n4-0O pooh rof uopnlyaads ub)saa louopoN - SOOZ SQN - WTH 0 sam7oni3S ia470 Pun s6iJipling aojspno7 ublsap wnwlul;y - SO -L 13S/HOSV o ap03 lopuaPlsay loue13owqu160OZ Puo aPO9 kiP1ing lauopauJal u160OZ uo pasDg (1g.70TOZ)-aoaoln&yfoapo3AI-OfrfDJ *ZapSLIOMOP!P9loruuar(yOTOZ 0 slualumoa a3uaaam uglsa4 wags& SE 1Io0HatU ail ;o sasdleue snolAald,Cue sapauadns t laodal sltp lei3 a3oN mo(aq palous4uawlvop a3naaa;aJ u2!sap ayl;o suog3as ayl ipim lue11dwo3 sl walsAS 2uglmoW Ad aeloS S£ )loopal!y agl'ulaaaq pagWsap euauo u21mp pue suoglpuo3 ay3JadPel(e3stiluayAy wa3sAS2uqunolnlAdJeloSS£$oOHalU,aeloS3salOA381pJ0S!SAIMM ILjrwngs anlsuagaadwol a pawaoyiad set(dnoaO 4uu8aul2ug leng�nuS 3uawoW'lsanbaa Jnot Jad. - j i :uaa3u00,Aew 31 W04M 01 . uormnlu4g—,tvifssjrm-OMP'fadAdiYGOHssoq :3H leisam ltpav muv •' %OZ6 VO'aplsusa00 III apnS'pAlfi g3uvW —30 608E .quautoua 01'7'StUnSAS nIoS 1 --*Aa £10Z'L Jago330 4147 �.Jt1Ul£11! t Table 37: CrossRail Ston Properties El—re C Table 32.• Maximum Shear Ib. -Wbd Expusurre CCondldon Ultimate Wind Roof Snow load fvsfl Mit Type Speed, V innolil 0 10 20 30 40 50 (unit) ,0 m v 0.7770 )w 43. -183 269 331 379. 420 110 X48 32 141 215 274 323 359 115 X80 42 179 266 3,31 379_ _ X48 31 138 211 270 321 420 359 120 %80 -- 41 176 " 263' 331. 379 X48 31 13S 208 267 317 - 420 3S9M X80 40�- 170 257. 326-�.-379 130 ��~�- 420 _ X48 30 129 201 260 310 Y 355 140 x80 38 - 164 : - 250 319 378 420 " X48 28 124 194 253 303 348 150 -X80 37 159._ _244 313 372 420 'X48 27 119 188 246 296 341 160 X80 . - 36 - 153. ,. _ 237.. .306 366 418 X48 25 114 182 239 289 334 170 '.. 7(80 34 148_ - 231. : 300 -_ 359 ". 412_ X48 24 109 176 233 282 327 Anatysls based on worst case. • • • • 0 ' 110 .- )G0 43 183 --269 _. 331379 _ 420 %48 32 141 215 274 323 359 115 X80 42 179 266 331 379 420 X48 31 138 211 270 321 359 120 X80 -41 176 263 331 379 420 X48 31 135 208 267 317 359 130 7Q30 X40 170 257 326 379 420 X48 -� 29 129 203 260 310 y 355 140 X80 _ 38 - _ 164 - 250 _ 319 378 420 X48 27 122 194 ZS3 303 348 150 X80 - 37 159 244 - 313 372 420 X48 25 115 188 246 296 341 160 X80 34 153 237 306" 366 418 X48 24 108 182 239 289 334 170 -- 32 1_47_ 231 300 359 - 412 .X48 12 101 1715 211 192 327 12 n XBO 43 183 269 331 379 110 420 - X48 32 141 215 274 323 3S9 359 - 115 .- X80..-_.. 42. _ 179 _. 26_6 '-, ,331 379 X48 31 138 211 270 321 420 359 120 _ X80 41.. 176 .263 331 379 .420 _ X48 31 135 208 267 317 359 - X80 _ 40 170, 257 326 379 420 130 X48 29 129 201 260 310 355 140 X80 38 164 250 319 376 420 X48 27 123 194 253 303 348 150 X80 37 159 244 313- 372 420 X48 25 115 188 246 296 341 160 .X80 34 153 _ 737, 306.. .366 418 X48 24 108 182 239 289 334 X80_ Ma32 147 231 300 359 170 -- X48 22 101 176 233 282 412 327 moment ENGINEERING + DESIGN 10530 Warwick Ave, Sufte CS - Fairfax, VA 22030- Phone: 703-998.2350 - Web: wwwnseglk.com - - wo3•al��'A��QaM•OS£Z•B66•EOL anoyd•OEOZZ VA'ael+lad•y7 aJ1oS •anti rNiAvoM0ES0T " 717'di1107D 9NT833N19N3'IVH LL7n8JS JU0JU0[TI •pas!Ape sl siaualse; laals ssalulels Jo pez!uenle2 paddip toy;o asn atLL •aiemp.lell ang3auuo3 pue slleJ uoddns laued;o uopepelsul ao; saullap!n2 Jal RJnUew of Ja;aa aalawelp Malas ayl sawp 3y21a sl�uawpagwa peaail;o g3dap wnwlulllj -8ulwey 2ugslxa o3ul smaa3s Bel laals ssalulels aalawe!P .9I/S oma yllm a2etopue aawbai saseq 11001-lally . # :wa3sAs oo a I a 2ulsn suoge son a of A dde saw a n2 2uiAlo o a 8 H 1 L 43 lion II I 1 p! II 1 i.l J a3oN uogepgsul ( saa3aweJed asatp un, paseq suopEJnBt-( w papuawwooaJ Jol luawmop slip al x(puadde ay3 III saan2g agl of Ja;all sam peol lie io; smetedde ayl joj Rulpeol algemolle ay33lwR tlgwasse>(oogayl;ouogaayap.to/puesawo;lemeJpg3!mJaualsed uopolpsun(flulAey AIIJoglne le -1 alp Aq paJwbai wagm leuolssa;oid u2isap paaalsl2aJ a Aq pazdleue aq pinot(s pue '.lalpusul agl;o Aliilcilsuodsaa ail aq llegs ainlonils;ow 2upslxaagl 03 walsCs 8upunuw luollaill at(l to 3uawyoepV •airwmLts gullspta ue of Aigwasse Ad a io; luawy3eue;o slulod 2ulpinwd saseq pue saroddns wnulwnle papnnxa;o s3sisuo3 waisAs pupunow;ooa SE AooHal!•L ai.L Maidaan0 leuopetuawl swats fS ZX Sq papinoid roup slepnew pue uol:paS o leuopeuJawl stumAS ZN Ag paplawd mep3sa3 pool o uolepossywnuiwniVag3Aq'lenuLWu6asawnulwnivOT0Z o u0p.7n4-0O pooh rof uopnlyaads ub)saa louopoN - SOOZ SQN - WTH 0 sam7oni3S ia470 Pun s6iJipling aojspno7 ublsap wnwlul;y - SO -L 13S/HOSV o ap03 lopuaPlsay loue13owqu160OZ Puo aPO9 kiP1ing lauopauJal u160OZ uo pasDg (1g.70TOZ)-aoaoln&yfoapo3AI-OfrfDJ *ZapSLIOMOP!P9loruuar(yOTOZ 0 slualumoa a3uaaam uglsa4 wags& SE 1Io0HatU ail ;o sasdleue snolAald,Cue sapauadns t laodal sltp lei3 a3oN mo(aq palous4uawlvop a3naaa;aJ u2!sap ayl;o suog3as ayl ipim lue11dwo3 sl walsAS 2uglmoW Ad aeloS S£ )loopal!y agl'ulaaaq pagWsap euauo u21mp pue suoglpuo3 ay3JadPel(e3stiluayAy wa3sAS2uqunolnlAdJeloSS£$oOHalU,aeloS3salOA381pJ0S!SAIMM ILjrwngs anlsuagaadwol a pawaoyiad set(dnoaO 4uu8aul2ug leng�nuS 3uawoW'lsanbaa Jnot Jad. - j i :uaa3u00,Aew 31 W04M 01 . uormnlu4g—,tvifssjrm-OMP'fadAdiYGOHssoq :3H leisam ltpav muv •' %OZ6 VO'aplsusa00 III apnS'pAlfi g3uvW —30 608E .quautoua 01'7'StUnSAS nIoS 1 --*Aa £10Z'L Jago330 4147 �.Jt1Ul£11! t Table 37: CrossRail Ston Properties X48 X60 (unit) Cross Sectional Area (A) 0.7130 0.7770 (InA2) Moments of Interia: Principal IN) 0.2516 0.WW (iM4) Secondary (IV) 0.2306 0.1870 (InA4) Section Modultl: Principal (Sx) 0.2457 0.5200 (In^3) Secondary (Sy) 0.2066 0.2514 (tnA3) Material: AL EN AW 6063-T66 AL 6005A -T61 AL 6005-T5 AL 6061-T6 Note: Material selection Is region dependent Anatysls based on worst case. APPENDIX- PAGE 37 OF 37 Feb 20, 2015 moment ENGINEERING + DESIGN 10530 WarwkkAw, Shite CS - Fafrlml, VA 22030- Phone: 703.9910-2350 - Web: www.msegllccom W—IfilesW—:gaAi•OSEZ-866-E0L:aongd• O£OZZ VA-Yted• S3 eJInS'-V pi-uaM OESOT 7 n'dnO89 9NIM11N19N3'1V11013n/11S JUa W O W d '311 'di'1011D ONIH33NION3 WHIT Ian ti's luaulow padpQud a1laq5 llewa ao auogddq sn 1Muo3 M aaa; lea; asea(d'slsAlette slgl2ulpae2aa suapsanb aa4vN Aute, aney noA pinogS •33a(oid slap tp A+not palslsse aney of Allunlloddo aip neualdde aM •uogpipsunf 2umeq Aluoyllle IeJOI aql Aq paalnbaa aq ALM se 's'a1TLPA is RUPMO AUC JO slSAleue ap}nwd lou saop uodw s)q.J voddns 2uuaaul2ua ao; swalsAS JelciS 3saaa43 OlJa;aJ'suope alluol aat(3o Oe Jog •suowagap papuawwolaa pue speol algemolle umwptew alp 3uasaadaJ paylelle agl 'Alsnovaud palou s2uipeol u2isap pue suopeJn2guo3 atp Jog -waists Oupunow S£ MO011apy ail ;o suopelle4sul luelldwoa-apo3101 DOgep!fP L u2!sap paPlAwd'set( luawssasse slily Aseulwns papaaaxaaae sanlen papuawwo3aa H into ue3 )boil;o uogeuuo;ap luaueuuad so lemuipiplm lelp a3oN •sanleA u2lsap papuawwolea ao; uey3 uop3agap-peol pue algq 2uloagmoallpi J a1u low olul Atgwasse }o uog3agap luaeaad of 1(ooq Japun a3umeap luai3gjns tp!m Alqwasse SE )iOOHapA lle4sul E d0 Z 39Vd • E1OZ'L 300 NOtLVfnVA3 W3JSAS 9MJNnOW SE BOON 8711 —X11&-- FgaM *OSEL-865-£OL *U0gd & 0EOZZ VA'KWMJ *S:) alm aAtl towum OES01 71I'MOND 9NI833M9N37V81f MIUSJUaU10jU - 'n3aba pupm Suip pal mopeulgww speol "l9'L So j=ep uouemp peal a apnpul wauaisel uo spwl yllldn Nqumol(V '(OSU=JS) 8ulwe�-low �Id selBnoO 8upspm mul wawpagma peargr wnwlulw as tPIM smaUos Bel laaas ssalulms jamawelp.91/S uo paseq we suopelmIn a8eJoywq'sllwituoll3aUapanpewagejoasnagTlpuiadsuoplpuwallsllauluualapotjutaisap»aloid 400gJo uopaapap prem QP JA uo paseq Sulpmal.papuawwooay •lemmipgfux iaualssl,fq pawaeo8lapejq ol8urpeol aiq�liV 's0•L 30Sv pue 080 oSOz ag110 srorael pue suopenba uodn paseq aq Plnogs SE 3jooNaill of speoi Asep to u0pepule0 . :+s7oR Das ,. v ooE E (w1 uop�uaa �r o5'0 ,00'0 OE'o OZ'O Or'o Oo'0 of'O- Oz'01 OE'O- OVOI os'o- OOT - ooz 009 OOp same% papuawtumtj 0 icralc•l .rte aos as pildm -� 079 • aofojumoo_ s a, a ureael0 uoa-L 4"m :sE noo"au t a Mj [02 OOb - ler:el Certificate Humber _....-_�-98b-_..^•-_._�.... 'L601-.__«..-_..-.aiiojurecp._ E467724-20150108 Issue Date 2015-28-04 Issued to: Everest Solar Systems Ste 111 3809 Ocean Ranch Blvd .1Pa7N+m-uop�UaP) (pallw!hs�ns) MOUNTING SYSTEMS, MOUNTING DEVICES, representative samples of peolpapuawwooay peolalgemolm/ WITH PHOTOVOLTAIC MODULES AND PANELS ulpeolalQeAWIrV-SE400HOILLTar H Crossrail System, utilizing Crossrail 48 rails for Fire and E dO E 99Vd O £IO2'L 700 _ NOLLtlo7VA3 W31M ONUMIOW S£ N00H MU CERTIFICATE OF COMPLIANCE Certificate Humber 2015-28-04-E467724 Report Reference E467724-20150108 Issue Date 2015-28-04 Issued to: Everest Solar Systems Ste 111 3809 Ocean Ranch Blvd Oceanside CA 92056 This is to certify that MOUNTING SYSTEMS, MOUNTING DEVICES, representative samples of CLAMPING DEVICES AND GROUND LUGS FOR USE WITH PHOTOVOLTAIC MODULES AND PANELS USL— Mounting for use with Photovoltaic Modules: Everest Crossrail System, utilizing Crossrail 48 rails for Fire and Bonding USL — Mounting for use with Photovoltaic Modules: Everest Crossrail System, utilizing Crossrail 80 rails for Bonding Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. standard(s) for safety: UL 2703 OUTLINE OF INVESTIGATION FOR MOUNTING SYSTEMS, MOUNTING DEVICES, CLAMPING/RETENTION DEVICES, AND GROUND LUGS FOR USE WITH FLAT -PLATE PHOTOVOLTAIC MODULES AND PANELS Additional Information: See -the UL Online Certifications Directory at www.ul.com/database for additional information Only those products bearing the UL Certification Mark should be considered as being covered by UL's Certification and Follow-up Service. Look for the'UL Certification Mark on the product ooe-,ae. r�.mad�era. uuo Page I of 1