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BSOL2016-0069U VOICE (760) 7774125 78-495.CALLE TAMPICO fAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT: ti Date: 5/16/2016 Application Number: BSOL2016-0069 , Owner: Property Address: 78985 VIA VENTANA _ GARY NUGENT APN: 646330021 ` 78985 VIA VENTANA Application Description: •NUGENT / 10.9kW PV SYSTEM - (42) 260W PANELS+MICROINVERTERS" LA QUINTA, CA 92253 • Property Zoning: Application Valuation: $35,000.00 Applicant: Contractor: ALL STAR CONTRACTORS H B ALL STAR CONTRACTORS H B 1554 BARTON ROAD STE 105 Lr� 1554 BARTON ROAD STE 105 REDLANDS, CA 92373 D ® REDLANDS, CA 92373 MAY 16 2016 (909)991-2172 LIC. No.: 984124 CITY QF LA QUINTA - COMMUNITYDEVELOPMENTDEPARTMENT LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury.that I am licensed under provisions of Chapter I hereby affirm under penalty of perjury one of the following declarations: 9 {commencing with Section 7000) of Division 3 of the Business and Professions Code, I have and will maintain a certificate of consent to self -insure for workers' T and my License is in full force and effect. - compensation, as provided for by Section 3700 of the Labor Code, for the performance License Class: B License No.: 984124 of the work for which this permit is issued. thave and will maintain workers' compensation insurance, as required by Date eContractor: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and polity number are: OWNER -BUILDER DECLARATION Carrie Policy Number: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State I certify that in the performance of the work for which this permit is issued, I License Law for the following reason (Sec. 7031.5; Business and Professions Code: Any shall not employ any person in any manner so as to become subject to the workers' city or county that requires a permit to construct, alter, improve, demolish, or repair compensation laws of California, and agree that, if I should become subject to the any structure, prior to its issuance, also requires the applicant for the permit to file a workers' compensation provisions of Secti 700 of -the Labor Code, I shall forthwith signed statement that he or she is licensed pursuant to the provisions of the comply with those provisions. 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 Date: 5 �" Applica basis for the alleged exemption. Any violation of Section 7031.5 by any applicant fora permit subjects the applicant to a civil penalty of not more than five hundred dollars WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, ($500).: ANDS HALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ( I I,•as owner of the property, or my employees with wages as their sole ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF compensation, will do the work; and the structure is not intended or offered for sale. COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not INTEREST, AND ATTORNEY'S FEES. 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 J APPLICANT ACKNOWLEDGEMENT i are not intended or offered for sale. If, however, the building or improvement is sold IMPORTANT: Application is hereby made to the Building Official for a permit subject to within one year of completion, the owner -builder will have the burden of proving that the conditions and restrictions set forth on this application. , he or she did not build or improve for the purpose of sale.). 1. Each person upon whose behalf this application is made, each person at whose (_J I, as owner of the property, am exclusively contracting with licensed contractors requestanci for whose benefit work is`performed under or pursuant to any permit to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' issued as a result of this application , the owner, and the applicant, each agrees to, and State License Law does not apply to an owner of property who builds or improves . shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and thereon, and who contracts for the projects with a contractor(s) licensed pursuant to employees for any act or omission related to the work being performed under or, the Contractors'. State License Law.). following issuance of this permit. (� I am exempt under Sec. B.&P.C. for this reason 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. Date: Owner: certify that I have read this application and state that the above information is correct. ' CONSTRUCTION LENDING AGENCY 1 agree to comply with all city and county ordinances and state laws relating to building I hereby affirm under penalty of perjury that there is a construction lending agency for construction, and hereby authorize representatives oAthis' o enteruponthe the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). above-mentioned property for inspection purposes. Lender's Name: Date `� Signature (Applicant or Age Lender's Address: fINANCIAL • • i DESCRIPTIONS a x `' '* ` <y A00OIJNTv n ygTY M # AMOUNT' PAfD' PAID DATE . ,`Lp.,,,', ,:''R; ,, �+''w•r .'.`,'r'a^v s.X,.:;'fi0. x•§:'::.M�.. ice.. ,u 'k•".tt .: 1?`� <,y.,?r6a5: :':r€'mr'3Q."i�.rl�'�'`i'., 2`i`�Ae'?:::^<h, r `x� .r,•1zr..r.:ttY. w:::s, '4 x'+ ,5i..di':x .:sSa' BSAS SB1473 FEE 101-0000-20306 0 $2.00 $2.00 5/16/16 M`a PAID46Y� wv 3>r�:METHOD ^,.:f,>'� st � ���, °CLTU BYE'` ECK# �CFi . �roa X'.4-a3�i,x� a �i. : }, %i� � �i' �*-a .M =. � � d+ (i•. 1 . J* 4 , � .h ro=::F°i t CHRISTOPHER W VAN VELDEN DEBIT R15479 RSE Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00 $2.00 0, A00OUNT f�� QTY AMOUNT`PAID �'� PAID$DATE PV SYSTEM - ARRAY,.FIRST 20 101-0000-42403 0 $24.17 $24.17 5/16/16 of ab �7.".P.x PAIDBY z� �,:w� } METHOD" w ?�v, n RECEIPT #� i CHECK # z 3«:Z.:'r s• < g- CLTD BY'> " CHRISTOPHER W VAN VELDEN s DEBIT R15479 RSE nk DESCRIPTION x `<; ` ` °ACCOUNT �n QTY AMOUNT � PAIU rx PAID'.DATE<: .I..Z*� . 5 `i ,36'rr ti.' +. .3 . +•-..h`. , p,�2- PV SYSTEM - ARRAY, FIRST 20 PC 101-0000-42600 - 0 $24.17 $24.17 5/16/16 PAIDBY ��, < Y RECEIPT #�� BY4 y METHUO� ,CHECK;#�CLTU CHRISTOPHER W VAN VELDEN DEBIT R15479 RSE r DESCRIP.TION k; ACCUII Tt QTY AMOUNT PAID PAID3DAl°' '. . { . , PV SYSTEM'- MISC EQUIPMENT 101-0000-42403 0 $24.17 $24.17 5/16/16 4 }y,?' �, ,fit y PAID BY<� .: k KSY x r l i- 6 �"t< � S Y .i �: V • ':1'5:;85 •.,3 C♦' 'RECEIPT# CHECK - ai" ri t .� /—•�-. i<� _ .,N". .1,� '5¢iyr" ni.:. �, .. ( J�METFIOD .y' �' ,�.E`•.q" bx� e kya•. -es x �'.'`.At'� �� K.Ymi •� ..fib ,n L.^ i �k-,1b�a' L.dnn'�.r�."-, 5, a 1.< � � �c' ,. �.x i�'.x<c CHRISTOPHER W VAN VELDEN DEBIT �, R15479 • . RSE DESCRIP,TION zx PAID }PAIDDATEr �aA00OUNTQTYAW AMOUNTY :. PV SYSTEM - MISC EQUIPMENT PC - 101-0000-42600 0. $24.17 $24.17 5/16/16 k� PAIDBY �� METHOD RECEIPT=# x� s �k- CHECK # ..r I CLTD BY µ t} `, �. CHRISTOPHER W VAN VELDEN ;DEBIT, R15479 RSE • -' _ •; Total Paid for ELECTRICAL: - $96.68 $96.68c �1 # S.E vrS'rx�,.e:.F'� h4'+,A #: d.'.2(. �' .+, ham' 'i'<Yf•Gs4`t 't •' +�`�, ACCOUNT,.,�� 7j i s•'' v' :%p,.,'§�=,'$:}'+i' ,5 v�. JL4`.<s at x� �"�x.Y :� �f e bow . .'. PAID DATE ,DESCRIPTION':M. rgTYAMOUNT . PERMIT ISSUANCE 101-0000-42404 • 0 $91.85$91.85 5/16/16 BYE � �` ? METHOD # CHEC,K # CLTD ;x TF ;� �zRECEIPT ry a4 BY;,,.,, CHRISTOPHER W VAN VELDEN ;DEBIT R15479 RSE - Total Paid for PERMIT ISSUANCE: $91.85 '$91.85 •TALS:. $190.53 $190.53 � � � ' � � '' mow. .b —�'. F' •; \ Y ' '�- • ' r < # ♦ ,. + a n +� � � .�v _ � J � .-. ` "�,".k�`.o�,3•,'!` t w.,, �,.� �'�:.n R'�-..P±!i,+b3%»a..::,,�..u.tt«�c�•.::a.«.w�'�..,' ,.a`,; ��M ..5� #'�`'��'�6k•' ;TM�. t i�yTi3ii �u��., , Description: NUGENT / 10.9kW PV SYSTEM - (42) 260W PANELS+MICROINVERTERS ` Type: SOLAR Subtype' Status: APPROVED Applied:3/15/2016SKH Approved: 5/16/2016 RSE Parcel No: 646330021 Site Address: 78985 VIA VENTANA LA QUINTA,CA 92253 Subdivision: TR 25154 Block: Lot: 29 • ` + _ w Issued: Lot Sq Ft: 0 Building Sq Ft: 0- Zoning: Finaled: . IF .. Valuation: $35,000.00 < Occupancy Type: ' ' Construction Type:- Expired. <� y AJ ORTEGA No: Buildings: 0 No; Stories: 0; ``� No. Unites: 0.' +• , 5/12/2016 PERMIT MAY BE ISSUED ONCE A CITY BUSINESS LICENSE IS ' ,' r Details:' 10.9kW SOLAR ARRAY- (42) 260W WINAICO PANELS+ENPHASE M215-60 MICROINVERTERS W/(1) 100 AMP SUBPANEL AND DERATING OF MAIN SERVICE TO 150A [756SF] 2013 CALIFORNIA ELECTRICAL CODE. ' i s .. T { ~ ` � r -4r• � X ail r . � Appy�lied to oved ADDITIONALSITIES C1,11RONOLOGY `` :•;CHRONOL>OGY�TYPE' STAFF NAME :..; ' ACTIONDATET<>3 G � 4 - r ;� IF - EMAIL•SENT TO CHRIS THAT PLANS ARE APPROVED AND E-MAIL, y AJ ORTEGA 5/12/2016 +• , 5/12/2016 PERMIT MAY BE ISSUED ONCE A CITY BUSINESS LICENSE IS ' {T OBTAINED. . PLAN CHECK PICKED UP RAMSES SEVILLA 5/3/2016 5/3/2016 ; PLAN CHECK SUBMITTAL RAMSES SEVILLA 5/12/2016 5/12/2016 - RECEIVED - LEFT, MESSAGE WITH APPLICANT (CHRIS 925-570-7629) THAT + PLANS REQUIRE CORRECTIONS AND MAY NOT BE PICKED UP. TELEPHONE CALL • AJ ORTEGA 3/28/2016 3/28/2016• CLARIFICATION FOR ABOVE COMMENT: PLANS MAY NO "NEED" TO BE PICKED•UP, BUT IF THE APPLICANT WANTS TO i SLIP -SHEET OR PICK THEM UP FOR OTHER REASON THEY ARE ALLOWED TO DO SO. FINANCIAL INFORMATION dH•'i,.. 'iF, E t. ".,�'. ,?.. ,,. 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SPOKE WITH CHRIS REGARDING RESUBMITTAL, BSAS SB1473 FEE 101-0000-20306. 0 APPOINTMENT TIMES ARE NOT AVAILABLE FOR OVER THE ' - 5/16/16 i R15479 DEBIT COUNTER REVIEW, HE SHOULD RESUBMIT WITH THE PERMIT TELEPHONE CALL - 'AJ ORTEGA 5/3/2016, 5/3/2016 CENTER INORDER TO GET THE PROJECT BACK ON THE REVIEW LIST. ADDITIONALLY HE SHOULD REVIEW THE REDLINED ;• ' $; ' ''V. PLANS FOR ANY ADDITIONAL COMMENTS OR. PV SYSTEM - ARRAY, 101-0000-42403 0 CLARIFICATIONS THAT MAY EXIST. • • :.-0. k CUNT ;� ��,_ , a STATUS``" �� REMARKS'-''-:.: CQ ��'�z ... ..,ori .:; .� `TYRE - zi40DE0 . ` Rf UIttED' SATISFIED'. :• q..•�->�.� ;•�'. k..w.,., t;.���� � fi,.��...�..., ...,.t, . a�,�,��# ¢f�� READY TO ISSUE'CITY AJ ORTEGA • 5/12/2016 5/16/2016, ` 5/16/2016 COMPLETE BUSINESS LICENSE REQUIRED FOR CHECKLIST ` `' ' PROPOSED CONTRACTOR -CONTACTS _}p��,, y.:s4 arv,uyf __ : -.. ... ',,.°n-.:.:'t'an::>:.R=r 5rv'-.\+ c :,u.:. .�j m¢'.` '�_.'".:..,-• e.E1k".S:ti-»•,;.?-:.�'.,�§i�:.:,:?....x=s. ,� «:vN` .:a�' _: ..:*"1`f �A"= .. '.:;� r . �iY ..... �: ,- �Y � r ''•a-M�. •� yc. :d�,+ NAME TYPE• :�,. • NAME r •, ADDRESSl CITY rriY'.: r:': '::""ieai+ra...,.»ywe-.;_ .4-...^'.. }s .:'s,*'c.'.S#n.m .*n : x � >'r r.;� Y`C ^J.: § '. '.N yrs s.. lv. �T.'..ak�ri'. ; � - _.: „. :,,,� � ..STATE � .21•P ;PHONE ., -;�'�.FAX ��EMAIL ..,; APPLICANT ALL STAR CONTRACTORS H B` 1554 BARTON ROAD-..,REDLANDS CA 92373 chrisv@pwrlogix.com - STE 105 DEBIT' CHRISTOPHER W VAN CONTRACTOR ALL-STAR CONTRACTORS H B • 1554 BARTON ROAD,, REDLANDS ; ' CA 92371; t STE 105 OWNER' GARY NUGENT 78985 VIA VENTANA LA QUINTA CA ; 92253 FINANCIAL INFORMATION dH•'i,.. 'iF, E t. ".,�'. ,?.. ,,. W '. k� ... •. ...: ?f.n ..v •. ,�'CT i�` .. :..: F �.W.!!b'. ... `W. � _Mw �yK' ;N:,� =:�!M, v ^'ryt�+'• :K'g�,�.�p ,µt g"�"`, bx .. 4� -T ,. .'3`a, �. �F. .. -.., ,e. � . ,.� S.R' 'Se ... .�:� .•.w :, � :.:.:. � .�. ,y , � 't F' m� ,. .`bY". Nfi ..Vy..,' S i 4 rtz 'I Kt -Y `'i'+ft':?"'. _�'..5: .%?•,, :'�.M '�'w��Y�+�fj ,y,�,.��.. ���"• ,�;��x,�r��s� � .. ,�F,�..� <�� f , " r - ,� �,s�.� <:,�� .�„ h.... t. •�;,r.-w _. � ;. , E"� � . � . • s _s�,� CLTD: . ,i�A?'..�>k•N,,.", "af, . ... ?4.. %';" �- �: �? ,'*x'�',,re a. 'k .. fir'' `�`s �...�.DE SCRIPTION �_ :: • NT�k. PAIDxDATE� RECEIPT`#3 �XCHECK #��, �IVIETHOD '"� � PAID BY.'�° ��-�`` ��,�;n; , QTY OU,Y�Fp �§d �� , xyx ; �. , w,�.AM ,r .D .� <. ACCOUNT < u- .._ .. w ne . , , : a. .. r. ;,. rw -•' 'r y ., �.. ..i "• '.,:`y 9 -. aKC h' .4 N:',':. � ; ^A .+i^ y . <... ,. ^. ,.r ..� ... .. .-,. _;�;� :�.. .a >(4�:..,.t r.,,b�;.. X :�f. ,.:,_..,rr�C, .. �• x ,,i��:N d���.., S..�r ,s'•r"..:z'.. , a. fix. .s�,.zn;.:rs, ... _„-i� Y�. :�' ..t�' 4 _ - .,�.. BSAS SB1473 FEE 101-0000-20306. 0 $2.00 $2.00 - 5/16/16 i R15479 DEBIT CHRISTOPHER W VAN RSE, Y VELDEN 'Total Paid for BUILDING STANDARDS ADMINISTRATION $2.00 $2.00 BSA: PV SYSTEM - ARRAY, 101-0000-42403 0 $24.17 $24.17 5/16/16 R15479 DEBIT. CHRISTOPHER W VAN RSE FIRST 20 VELDEN- PV SYSTEM - ARRAY,7 '101-0000-42600• 0 $24.17 $24.1 5/16/16 R15479 DEBIT' CHRISTOPHER W VAN RSE FIRST 20 PC VELDEN Printed: Monday, May 16, 2016 11:27:58 AM 2 of 3 ~ • - SYS7EAAS - 7=3717'..:%; ZMIFIIP. _7 77 �w -��7174Z' DESCRIPTION "N"K 11*11-91 TAT ETTT R ED 24. WE d; .US tlk,-' SENTM 'NOTES.:} �DATE4 : FIN FT k UN IST BLDG NS (I WK)' AJ ORTEGA .3/15/2016 E EIP '-CH 7-77M77PIN 777701'77 1Q0Wq SEE CORRECTION LIST ATTACHED 2ND BLDG NS (1- -[�ORTEGA 5/12j2016 5/19/2016. 5/12/2016 APPROVED WK) BODINFORMATION, N•N . . ........ �4 ATTACHMENTS Vs EAT 1ST REVIEW SOLAR BSOL2016-0069 -1ST DOC .PVSYSTEM"-MISC 101-0000-42403 0 $24.17 $24.17 5/16/16 R15479 DEBIT CHRISTOPHER W VAN RSE EQUIPMENT VELDEN. PV SYSTEM - MISC 101-0000-42600 0 $24.17- $24.17 5/16/16 R15479 DEBIT. CHRISTOPHER W VAN RSE EQUIPMENT PC VELD.EN Total Paid for ELECTRICAL: $96.68 $96.68 C;; PERMIT ISSUANCE 01-0000-42404 o. $9185 . F sgl.8'5 5�16/16 RlS479 B E �IT - CHRISTOPHER W VAN RSE VELDtN ' Total Paid foe PERMIT ISSUANCE: $91.85 . - $91.85 . . .... . .. ... ... I.. TOTALS-,, $190.53 .��,$190.53 7 ....... ... .. .. ...... . .. . INSPECTIONS 4 PARE NTPROJ "N"K 11*11-91 TAT ETTT R ED 24. WE d; .US tlk,-' SENTM 'NOTES.:} �DATE4 : FIN , x.T a Vhm' IST BLDG NS (I WK)' AJ ORTEGA .3/15/2016 /25/2016 IONS REQUIRED SEE CORRECTION LIST ATTACHED 2ND BLDG NS (1- -[�ORTEGA 5/12j2016 5/19/2016. 5/12/2016 APPROVED WK) BODINFORMATION, N•N . . ........ �4 ATTACHMENTS Vs EAT 1ST REVIEW SOLAR BSOL2016-0069 -1ST DOC 3/28/2016 AJ-ORTEGA CORRECTIONS REVIEW SOLAR 1 CORRECTIONS.pdf Bin. # ' Clay 6� BulWg 8t Safety Division 2- P.O. Box 1504,78495 Calle Tampico . La.Quinta, CA 92253- (760) 777-7012. Building Permit -Application and Tracking Sheet Permit # Project Address: 78985 Via Ventana, La Quinta CA OwrteesName:.Gary Nugent . A. P. Number Adder; 78985 Via Ventana, Legal Description:City, contractor. Allstar Contractors HB V 1. ST, Zip La Quinta CA 92253 Telephone: 765 561 2151. Ate: 1554 Barton Rd. Ste. 105 - Project Description City, ST, zip: Redlands, CA 92373 10.92 KW Solar Installation Telephone: 925 570-7629 State Lia #: %4.124 City Lia &. -1 b 42, Solar Panels_and 42 Micro Inverters Arch., Eng., Designer a, Address: City., ST, Zip: Telephone: Construction Type:' Occupancy: Project type (circle one): New Add'n Alter Repair Demo State Lea #: Name of contact Person: Chris Van Velden Sq. FL; #stories:` # Unity:. ' Telephone # of Contact Person: 925.570-7629 Esftatod Value of Project: $35,000 APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd 'Reed TRACMG PERwrFEES Plan Sets Plan Check submitted Item Amount StructuRW Calla. Reviewed, ready for corteedons Plan Check Deposit. Trou plc+•Called Contact Person Plan Cheek Balance Title 24 Calcs. Plans picked up Construction Flood plain plan -Pians resubmitted. , Mechatilcal . Grading plan 21! Review, ready for correctionViissue Electrical Subeontaetor List Called Contact Person Plumbing Grant Deed Pians picked up &Nu. H.O.A. Approval Plans resubmitted { ' Grading. IN BOUSE:- ''' Review; ready for eorrectionsfissue Developer Impact Fee Planning Approval. Called Contact Person Pub. Wks. Appr Date of permit issue School Fees+ t Total Permit Fees J ' Dass Structural Engineers r 1931 Newport Blvd, Costa Mesa, California, 92627 , Email: dass.structural@gmail.com, Mobile' No - 9492957943 F ` Structural EvaluationReport for Roof PV Installation Scope: Structural Evaluation includes checking`of the added weight to be less than 5% allowable dead load and added mass is less than 10% of existing building mass per chapter 34 of CBC. The design involves the withdrawal desig-n,for lag screws for wind. All other component installation and. design are per manufacturer recommendations Subject: Structural, Evaluation of Existing Roof and Supporting Members for Additional Loading from PV - - Installation for the detached single unit'�building Existing Structural Description: The Structu=ral information for the building was obtained by site investigation performed by Contractor. The roof is made of 2z4 Truss at 24" o.c, with at least a min %2 a plywood topped by Tiles. The lateral force resistance for the,building is achieved by light framed stud walls in both perpendicular directions. The YV" thick plywood acts as a diaphragm and distributes lateral, forces. Proposed PV Layout and System: Contractor proposes to install Solar Panels per the PV plans to produce the intended power output. A Typical.PV System consists of Solar Panels installed on an Aluminum Racking system made of Rails. and Connection angles. And•the resulting lattice system is connected to the existing..roof joists via,lag screws. The panels and the racking system are rated for 130 Mph (Strength) wind velocity per manufacturer's specifications.' Please see the Appendices for Layout and Connection method. Structural Calculations: Structural Assessment and Conclusion: Gravity Loading: The proposed PV system does increase the gravity weight on the structure, however, it does not increase more than 5% of the total dead load as stipulated:by Chapter 34 of CBC -13. Please see the attached spreadsheet report under LOAD CRITERIA AND'LOAD INCREASE CALCULATIONS for detailed p calculations. a: , Hence, no retrofit of the roof, is required. As a conclusion; the roof can handle the additional weight from the PV Panels. '� f # • .. �. ^ " t Wind Loading: The proposed PV -'system has a very low profile and does not create any secondary eddies on'the roof level,and hence the Roof profile. has no dynamic impact;on the wind flow over the building.. The Installation of the PV system doesnotincrease.the wind loading on building. The panels and the " racking system are rated for 130 Mph (Strength) wind velocity per,manufacturer's specifications. As per the calculations, the uplift forces are well within'the allowable connection capacity.. .F a Phone 949.295.7943 1',19,31 . Newport Blvd; Costa Mesa, CA 92627 - - r, - t r Dass Structural Engineers - L 1931 Newport Blvd, Costa Mesa, California, 92627` z - Email:_ dans.structural@gmail.com, Mobile No'- 9492957943 Snow Loading: No Snow load has been considered. Z y a Seismic Loading: The proposed PV system does increase the weight on the structure, however, it does not increase more than 10% of the seismic mass as stipulated by Chapter 34 of CBC -13. Therefore, no seismic retrofit of the structure is required. All the connections of the PV system to the existing roof members are designed to carry seismic forces generated during a seismic event. Installation of PV Racking:' Typical PV panels are arranged in a portrait or landscape format. The entire, array is supported by an aluminum racking system. The aluminum racking system consists of two _ continuous rails running parallel to the length of the panel in a portrait array format. Each of the rails are connected to two predrilled holes at the bottom of the panel frame as specified by the manufacturer. The rails are connected to the mounting angles/Fast Jack providing setoff distance to the roof. The angles/Fast Jack are connected to the roof joist/trusses.with °lag screws. Typically, a minimum of two bolts are common to each panel. The roof mounts with lag screws are arranged in an _ - approximate grid format of 6'-0" maximum spacing. The rails are specific to each job and selected from the manufacturer catalog which are rated for, applications at different wind velocities. Please refer to the lag screw design calculations Serviceability Issues: The -resulting deflection of the. joist due to the added loads is negligible. Please note that this report doesn't warranty any existing deficiencies in structure or contractor's workmanship or work performed by;other subs. This report and. calculations have been performed based on information provided by the contractor. Please contact Dass Structural for any questionsregardingthis report:` Thanks, Praveen Dass, P.E' Structural Engineer Phone 949.295.7943 '1931 -Newport Blvd, Costa Mesa, CA 92627 % Increase in Dead Load on the Existing Roof (Ex) Roof Area (Ex) Roof Wt (N) Add Roof % Increase in Remarks sq ft psf Load (#'s) Roof D.L 4500 18 '2255, . * '_'2.78% Y' < 5%, Hence OK ' % Increase in Mass on the Existing Roof (Ex) Roof Area (Ex) Roof Wt (N) Add Roof I % Increase in Remarks. sq ft psf Load (#'s) . Roof Di 4500 34 2255 :1.47% < 10%, Hence OK �R � / 1 Not.: 1. For values of If/1- m/I.a and ZU other than time shown, linear interpolation is pennined. 2. For H/Ls> 03, assume H/LJ = 03 for evaluating K, and substitute 2111 for L. for evaluating K, and Kr 3. Muttiplim are ba=d on the a sumption that wind approaches the hill or eawprnem along the direaion' ' of tnvuirtttmrslope- t �� -, i �4. Notation: Jr , - ._ H:Height of hill or escarpment relative lathe upwind tmtann, in feel (meters): L,c D'Itance upwind d ofaestto where the difference in ground elevation is half the height of 1' • s' � hill or escarpment, in feet (meters)... Kr: Factor to =word for shape of topograpbie feature and uct'speed-up effect K,: Factor to accoure for reduction in gxcd-cep with distance upwind or downwind of erect. p K,: Factor to aewum for reduction in speed-up with Reign above local terrain. q .(, ` "A z ' - Distance (upwind or downwind) from the cress loft building site. in feel (trleters). + "1 - 1 •. s. .. Heigh above local ground level, in reel (mc m). / µ Hor¢om ll tmer®uon factor. - y. Heigh mtenumlon factor. q=,0.00256K,KnKdV21 r 1 p Y q= 13.50 psf" . - t.. Windforce Estimation for Mono S6 roof per fig 6-18A ASCE 7-10 , Gust Factor G_ = 0.85 Rigid Structure-: o, ' td ✓r , r s . a 7. , 1, ,/ •. Yrs fr.,i .rl'' c i , r r a F Dass Structural Engineers 1931 Newport Blvd, Costa Mesa, California; 92627 * F Email: dassstructural@gmail.com,- Mobil e No -9492957943 Wind Design per ASCE.7-10 Data ; I Exposure = C Wind speed V 130 mph (ultimate)' Kz = 0.94, Table 30.3-1, ASCE 7-10 Kd = 0.85 Table 26.6-1 ASCE 7-10 1 ASCE 7-10 Calculation for Kzt from Fig 6-4 ASCE 7-10 H =9000 r ft J ,.i Fy. •'. y Lh= 33128 ft _ ►'hl X= 66256 ft 4— r , �* Z= 1000.4 ft ti ! , I'M � ( ` hitt ) H/Lh = 0.27 Hence K1 = *Of iv 87[ ; x/Lh = 2.00 Hence K2= 0 4 _ z/Lh = 0.03 Hence K3 =�— BCARPMEM Kzt=:(1+KIK2K3) 2 Kzt= 1.00 / 1 Not.: 1. For values of If/1- m/I.a and ZU other than time shown, linear interpolation is pennined. 2. For H/Ls> 03, assume H/LJ = 03 for evaluating K, and substitute 2111 for L. for evaluating K, and Kr 3. Muttiplim are ba=d on the a sumption that wind approaches the hill or eawprnem along the direaion' ' of tnvuirtttmrslope- t �� -, i �4. Notation: Jr , - ._ H:Height of hill or escarpment relative lathe upwind tmtann, in feel (meters): L,c D'Itance upwind d ofaestto where the difference in ground elevation is half the height of 1' • s' � hill or escarpment, in feet (meters)... Kr: Factor to =word for shape of topograpbie feature and uct'speed-up effect K,: Factor to accoure for reduction in gxcd-cep with distance upwind or downwind of erect. p K,: Factor to aewum for reduction in speed-up with Reign above local terrain. q .(, ` "A z ' - Distance (upwind or downwind) from the cress loft building site. in feel (trleters). + "1 - 1 •. s. .. Heigh above local ground level, in reel (mc m). / µ Hor¢om ll tmer®uon factor. - y. Heigh mtenumlon factor. q=,0.00256K,KnKdV21 r 1 p Y q= 13.50 psf" . - t.. Windforce Estimation for Mono S6 roof per fig 6-18A ASCE 7-10 , Gust Factor G_ = 0.85 Rigid Structure-: o, ' td ✓r , r s . a 7. , 1, ,/ •. Yrs fr.,i .rl'' c i , r r a F + Dass Structural Engineers a 1931 Newport Blvd,,Costa Mesa, Califomia, 92627- ` a .Email: dass.structural@gmail.com, Mobile No - 9492957943 t Component Forces per ASCE 7-10 ti 10, too -�—+-� - -- �. r , r U• -2.0 I. 1 4.0 A2 a o = o o o r:' , -0a - w s, -U e .Yr E 3 '4 •` .mr , as a 2 = *U1 0 20 W loon 500t000 a « ' Efh dW Wind Area, ft'(m'), :�_ r 4.� J Input Data: Roof Angle = 45 Degres J Joist/Truss Spacing 24 in ' i Joist/Truss Trib Span 17 ft' ROOF COMPONENT WIND PRESSURES: ` VERTICAL FORCES .. " GCpj. 0.18 Fig 26.11-1 ASCE 7-10 GCPi_ -0.18 Fig 26:11-1 ASCE 7-10 , ' Effective Wind Area 34.00 sq ft r c Note: The Panels are installed within the Zone:1 of the roof as per Fig 30.4-213 ASCE:7-16 Zone 1 GCP Values- H t' +�Yx,- • ! r a Y r. . GCP + 013 (Downward Pressure)—'' GCP - -1 `(Uplift Pressure)��- ' >� w Max Downward Pressure = 6.5 psf i Max Uplift Pressure = -. 15.9 psf ' Typical Bolt Trib Width ", 33 iris. t. ' Typical Bolt Trib Length 72 in ti' ", ', ` • '� -;.; Demand BoltTentions 263 lbs" " ,• €'< I Demand Bolt. Shear 96,lbs a t x ! i r.rv. * � • i -r 4: a -. ,;`, • i. u - .. ' 1. • • ; .ten _ '�'�.. .r- � � , D.,.,.. G ..F Dass Structural Engineers' - - 1931 Newport Blvd; Costa'Mesa, California; 92627 i y Email: dass.strucutral@gmail.com, Mobile No'-, 9492957943 Seismic Forces per Chapter 13, ASCE 7-10 1 - ' . 04iwiSux lV,p F, ! , m l p is nut *lairod to be taken- as 2=' tc_' " uia .F = a.rs"&I If'p d t X33-�,� S. j .:. ..`• ' nd F� aliA ' i br.;Lu4cn a5 less't�n '• 0:3S�$v iVr Input Data: Sds = 2.446 g's� aP _ s Trib Area = 16.50 sf per bolt Trib Mass = 2.8 psf _ ,+ WP= 46 lbs per bolt FP'= 54 lbs per bolt (Ultimate) XL �•, _ 71 r � -7 r�� DOWEL -TYPE FASTENERS 11.2 ffeftrenld46 Withdrawal Design Values; U.2.11;og Screws 112.1.2'\Vhenaagscrews are -loaded in �yithdrawal ftofn end.grain, reference withdrawal, deiigri'vitlites.,W, 1414.'l The refen:ncemithdrawid aesign(valuei;'in -shall bemultipliedbythe,entigrain facloT,-CG= 0.71 Ib/m. of penetration; for a'singi e tag Screw i . nserted in 11:2.1.3 When tag screws lire�loa&din -"iawml' sideqgr;JSiu,-%Ivith the I I ascrewaxis'perpej-diliular to, the the tensile; strength of the lag screw itt-,thejiet (root)' g�i see . lion. shall not be,cxceedlid'(see, 1623). 'Mquatibfi:11.2-1,"withiri the range of-spetific, g'mvlh**e-s and screw diameters given, in Table 11.2A.. Reference withdrawaLdlisign values; W.,.shall be;multij4d.b all 4pficable*'idjustment'fad6r.is (see"Tible 10.3.1) tci•.bbw tain w1juste , dwithdrawai'design values; W'. Tab[011.2A, Lag Screw Reference Withdrawal Design Values (W)l --TobWatMwill,d=esign'volues(%V) Stre'lln pounds per Inch oftbreacipenetration tprod . n of math member. Lenp b of th ne4ration In main member -shall not todude the len gth of, he to ered=XPPeadtzL).' Specific Gravity, Lai! Screw Unthreaded Shank Diameter D G! 1/411 511'611 3/9"' 7/1611 112-1: 5/8'.. 3/4" 1 7/8" - V 14/9". J-1/4" 0.73 397 469, 538 "604 669 : -799 905 1614 1123 1226. 1327 M 38,1' '1 =5 MK = =_k640Y MM agD M: Mff ME 22E] 1 0.68 357 422 494 '543 1600 709 913 913 1069, 1103'. 1193' , =,473A-1 �jg_37 =19K =107,8� , =1.16,7 0.58 . 28 1 *332 381 - 428. ,-,473 559 641 719 795 869 940; St.- 69: St.: a.. T�1_07 " � M&W 7W a.. a. :io,,ft. 2ffl3 664� = = 10.076- 111 j 0.51 232 174 314, .353' 390 461 .528 591 656 716 775 =0 5 �o U Go 130 'Im 3=05 :EE M�E -, =447$ aE 6_7 Z5-7- 180 100 9=5 7 5=2 0.49 118 158 296 -332 367 '434 498 '559 61:7 674 730, 1801 140 F72-m'j ; l2, � ��� � =3=4517 do 410 � = 2��2WE 2 � = 0.46- 199 235- -269, 302 334 395 453 508 562 613 664 CC =186 - 200 A40 . 200 '130- . . - 200, 130 Uqn��MMM too 1. 110, MUM� Z=�KM Z" 3M - 0.43 -179 212 ;243 273 302 357 409 459 508 554, ' 600 =42 P = =2E5J. MN ;'200 140; iOQ 30 190 !90 -:'180 180 .110. o41 167, , 198. '226 154 161 332 *381 428 •*73 '516 559 =040j-, T7- I&F7 1%0T =,Z1811 245�, :��Q =320,1 3 _7 =6 4 1-2_1 U5, 1 7�491 " 138 0.39 r7mm 155 n49nr717.6. 183 1 Mr n2T -261 '.. "I'. 308 353 n401 397 381 438 =42i- 479 M44172=448, 518 0.37 143 .169 194 .218. .241 285 326 367 405 '443 4.79 ff,6t E-, -71-371 -_3 r �216 __.� = :��E 231 = :��Q 3�1 =3 :: 2 31PL =4�5=- 46=0 0.35 132, 156 179' , '206 .222 262 300 337 313 40.7 441 0 3 7 7M77507 :240 IGO 7 - - 707 7W77aiF 220 '140 7W17Wr175r17W7175WM to.- M. 200: 130 A.239 1. 7)LMated w0lid-1 Cretan whrs M ra ha ­alinectl= -29p, S40, ilia] I be noull hAed t-11 miolittible adt" ment factorit f- 71eble ID.3.11., ;WIQ ar AmEpicmw00l)t6wca. c 94 DOWEL -TYPE FASTENERS Table 11K :LAG SCREWS.: Reference Lateral Design Values (Z) for. 'Single 4hear (two member) ConnectlonsIA3 vil tKI /4! ASTM *36 steel s' ldq;61 bte.orASTM N.653, GrWe]33 stIM -side 01 aW (for t <1/4) 1.7bbulated laW,%1.deglgnvo1ixS;(Z)dmU bo mWilplied by all applicable adiii1tivitil tontm(sanbb 10.3.1). . 1. '2 ' 7hbWM*d lateneldedgit YW..(Z)Qo to-"neducedbody diameter"lag =m(aa. Appe.di. L)I-teditialdogai. wlthsxnv. UlSF:1P­d1-l-'tOwO*d' - ri pamtro [on,, 1%, Into the, mal It Meatier e�TMI to SO: do�l beating aningtPA (P.) of 6 1.8 50 PSI fa ASTM A 633, Grn& 33 Cal and 87,000 M'("'AMf A- 36 -Aft 1 and waw:beodI.g-y% Id nvengft. -7QoOD FnI In, D 114: F, pal !cr 0 z_.9 16'.': F� - 45, 000 p7l, So, D,i 113. W11=40 sp!d:86. talitilia6d liensil (ZjT&t=U, on'.0 U0liM*pr8D. AMERICANINIOODCOLANIC0. 2: r im •13' U ;1' 4. 14 ir, 4 'Z. 41 Z:' z! Z. -Z! t4 Z. Z. Za 7j" Z., ,Z, 1v 6i St.- 69: St.: a.. P. im, it r. 6- 6� a.. a. :io,,ft. rbc 11,2 lb- rW ibit N_ 10.076- 111 j 170: 130 160 120 ISO to 1%0 to �W 100 140 '1 100 1130 00 Ito, 00 030 '90, (4 9.go, 6118 'M M W 1 �o U Go 130 'Im 190 '� 3D GO. ' 13� 180 120, '12o' ,180 120 in) 1110 - 17):110. 180 100 220, 40 1 2t'o ;. 130 too 136 1 too 120 Igo "100 126 1 '170 it** Sin foor ["in too 0,106 14 1801 140 IYO 13D AS 1 0 IGG 120 "*' do 410 11 SIG 100 140 too: "' Go 112 gq� G4. !no� • M� 210 'MO :12 SIO .200 140: :60 on 130, - . 11 1 ISO -1,6 '�:00 ;'0 too 'Ito. vi.� ISO, • 3`8 '236. M� 210 140 200 A40 . 200 '130- . . - 200, 130 IGO Go too 1. 110, . . IS . 180 0 Ito 0 OL 120 VA 190, too,. Is *,1 10 � 0 170 '12 170 120* 160 1?0 169 - to rl�o Ito .160, 100 - 160 100 140 100 (11 qn,] 4118 '230 "6 "So. 210 'U9 200 140, ;'200 140; iOQ 30 190 !90 -:'180 180 .110. 216 170 ISO 210 "IA& '2to ISO 200, Sao; 200 130 1400 170 1:* Ito so, 0 1 aw Ito O'Mr lot 200 �W 18M 1140 _18! ;130, �170 130' 170 127 , 160, 120 IGO Ito 150 .110. 160, AGO, too . '100 (too 6118' _ i;ijo5 80i 220L 10 •210 ISO M '1110, -200,, 1/01 M ' 130 go In' Igo; 126 180 :12a - , "-• :240'. 170' �?ia 166 •420, SAO iii - UO' '210 1,10. .200 130 .200Sib . 1106- 120 •160 .120: IGO- 110. - OATO' ,M. '?W 170 21.0 IGO 70D '160 ZIP U.0 IGO, ..1.40, 100" 1J1) '100 130 •120- 170 120, '179 '120 (7919 Otto 1 260� Igo) 240 1 70. ?30 :IGA too 230, IS , 2zo 160 220 'on ;Go to On 130 200, fjo M 61 �27 SOL. 260 i"q :240 IGO 240 IGO •230. 160; 1220 140 220 '140 ISO J30E to.- M. 200: 130 A.239 10 0' 22T 16 q '-:210 116 i2io - -29p, S40, , j90 .140 .120 �130 � 120 100 120 IGO .120 (19-9.) ;WIQ 300. 22o. M Igo -0 .iso �q zio Go 126 x60- -160 240 :�:Q �230 .150 Mo, IGG � �11.1 L , M 1v 43101 no '00 190 -24 '180 210 too 260,' 1/0; .0 1 1 a226* Z,�M" ,bo 0 '2.0. UO 1! 71- 230. IW� ?3M3 0 _�30; M. J70. 190 'gJ M 0 So SM Ab_mi t " 14 .39Ito Bin. ..I610 10" Spit, DSO 690 '0 70 099 8", '020 �00 -1240 j, 600 klil . gap .aso" 469! 940 a " 716 I I.' IN 1310 '710 4206 Gib: 650 1230' 660 '4ito 1170 690-' '1160 *690* 1140 670 -.1 1 1010 •1700 •1750. no Oso I , 710!ilo 1700 1090 �Iwo Ow IGOI) 020 1690 BIG 1 '1600 740 � 1400 M $460 710 1'14 .111- •249'IAO 220 IPO. 210 '160 ?to 150 '2901 140, 200. 00 130 IGO '120% ISO IN, I Go 120. '6116, :319'_ 220,' 280 ?00, 2-M AN 270 180, 1200 260- I'TO 260-''16 230 1 �10 60, 230, SAP 2n M go Igo �201) AGO 270 so I �70� 270 w 2GO U 1 D 2GO Ati 1,0 �:. 240 :A*, 230 440 1-1 11- 14�4L, l*j ZGoio L I :I" 20M 7'o'L(qk'6-LW ..-r-1-V5 7a o� ' � -6= @0, ' 21 31= 1 ,74 '6lo"tySb 341 1 12"0 730j; Sign 840 IIG?� - ,GO? Im" goo M 1. OW 640 logo 630 4 VO 92�.' AD,' 000 470 NIS , I Goo 030 I 470 820 1410' M. UDO 750 90 720 1320 :Gg. j. G, .6 1 12AO . MD 1 1220 b.0 1200 600 'I ' 2040 '1t6O P1070 1000 1600 460 IM '030 1730 900! '1680 BSO IGGO '040 1670 '770 IW 760 1630 740 1.7bbulated laW,%1.deglgnvo1ixS;(Z)dmU bo mWilplied by all applicable adiii1tivitil tontm(sanbb 10.3.1). . 1. '2 ' 7hbWM*d lateneldedgit YW..(Z)Qo to-"neducedbody diameter"lag =m(aa. Appe.di. L)I-teditialdogai. wlthsxnv. UlSF:1P­d1-l-'tOwO*d' - ri pamtro [on,, 1%, Into the, mal It Meatier e�TMI to SO: do�l beating aningtPA (P.) of 6 1.8 50 PSI fa ASTM A 633, Grn& 33 Cal and 87,000 M'("'AMf A- 36 -Aft 1 and waw:beodI.g-y% Id nvengft. -7QoOD FnI In, D 114: F, pal !cr 0 z_.9 16'.': F� - 45, 000 p7l, So, D,i 113. W11=40 sp!d:86. talitilia6d liensil (ZjT&t=U, on'.0 U0liM*pr8D. AMERICANINIOODCOLANIC0. a,„z �t � .av Wv1Ngft a!r S86 -SL 0 in sm I� £9ZZ6 VO 'e}uinp el co � w VZ 1,11796 #'01l VO `eueluan ein 9969L N �y 9d09Z-dSM s3inoow nW ZL L Z 16///6 606 U mumu ei rHd AaOls t 1H `JNloilns U Y�:131 £L£Z6 O `SPMPE)�J1131l.ANl V �^IsM UO � SOL'� a V55L juabnN �a� �I-zzs-jjz-os-9 [ zw 21VH 1s3a3n3 ONUN ONIlNnOW Is3a 9L/SZ/Z 13N2JVW 31V0 m LUz 9H J.IO}De.I}UOO JetSlldaOd W31SAS DIV11OAO1OHd aVIOS MA Z6 M SI 3ZIS W31SAS 03SOdOad ao3f O ld MSI Z6'06 'MM W31SAS 00 :A9 NMViiO m 0 in sm I� c Q Q 0 =I i� co � w W N �y 0) 1N3WQl3/i341�iI nW 00 w w U Q d.�nb'd7 �o I U 0 j SOLAR PHOTOVOLTAIC SYSTEM NOTES:, I ABBREVIATIONS I All materials, equipment, installation and work shall comply with the following applicable codes: • 2013 CBC / 2012 IBC • 2013 CRC / 2012 IRC • 2013 CEC / 2011 NEC • 2013 CMC / 2012 UMC • 2013 CPC / 2012 UPC • 2013 CFC / 2012 IFC • 2013 Building Energy Efficiency Standards • Authority Having Jurisdiction • Fire Authority Having Jurisdiction 1. Existing plumbing vents, skylights, exhaust outlets, ventilations intake air openings shall not be covered by the solar photovoltaic system. 2. Equipment. Inverters, motor generators, photovoltaic modules, photovoltaic panels, ac photovoltaic modules, source -circuit combiners, and `charge controllers intended for use in photovoltaic power systems shall be identified and listed for_the application.. (NEC 690.4(D)) 3. All outdoor equipment shall be NEMA 3R rated, including all roof mounted transition boxes and switches. 4. All equipment shall be properly grounded and bonded in accordance with NEC article 250. 5. All circuits connected to more than one source shall have overcurrent devices located so as to provide overcurrent protection from all sources. [NEC 690.9(A)] 6. All photovoltaic (PV) modules shall be mounted on the roof. Additional equipment of the PV system shall be located outside the building near the main electrical services. [NEC 690.14(C)] 7. The utility interactive inverters shall automatically de -energize its output to the connected electrical production and distribution network upon loss of voltage in the system and shall remain in that state until the electrical production and distribution network voltage has been restored.[NEC 690.61] 8. Due to the fact that PV modules are energized whenever exposed to light, PV contractor shall disable the array during installation and service by short circuiting, open circuiting, or covering the array with opaque covering. [NEC 690.18] 9. All conductor exposed to weather shall be listed and identified for use in direct sunlight. [NEC 690.31(B), 310.8(D)] 10. The module conductors must be type USE -2 or listed for photovoltaic (PV) wire. (NEC 690.31(B)) 11. All conductors shall be marked on each end for unique identification. 12. PV module negative shall be grounded. All grounded conductor shall be properly color, identified as white. [NEC 200.6] 13. PV system connected on the load side of the service disconnecting means of the other source(s) at any distribution equipment on the premises shall meet the following [NEC 705.12(D)]: 14. Each source connection shall be made at a dedicated circuit breaker or fusible disconnecting means. [NEC 705.12(D)(1)] 15. The sum of the ampere rating of the overcurrent devices in circuits supplying power to the busbar or conductor shall not exceed 120% of the rating of busbar or conductor. [NEC 705.12(D)(2)] 16. The interconnection point shall be on the line side of all ground -fault protection equipment. [NEC 705.12(D)(3)] 17. Equipment containing overcurrent devices in circuits supplying power to a bus bar or conductor shall be marked to indicate the presence of all sources. [NEC 705.12(D)(4)] 18. Circuit breaker, if backfed, shall be suitable for such operation. [NEC 705.12(D)(5)] 19. To minimize overheating of the busbar in panelboard, the panelboard main circuit breaker and the PV power source circuit breaker shall be physically located at the opposite end of the busbar. 20. All the NEC required warning signs, markings, and labels shall be posted on equipment and disconnects prior to any inspections to be performed by the Building Department inspector. 21. Metallic raceways or metallic enclosures are required wiring method for inside a building for PV system. [NEC 690.31(E)] 22. Flexible, fine -stranded cables shall be terminated only with terminals, lugs, devices or connector that are identified and listed for such use. [NEC 690.31(F)] 23. Connectors shall be of latching or locking type. Connectors that are readily accessible and operating at over 30 volts shall 24. Require tool to open and marked "Do Not Disconnect Under Load" or "Not For Current Interrupting". [NEC 690.33(C) & (E)(2)] 25. Equipment grounding conductor for PV modules smaller than 6AWG shall be protected from physical damage by a raceway or cable armor. [NEC 690.46 & 250.120(C)] 26. Equipment grounding conductor for PV systems without Ground Fault Protection (GFP) and installed on non -dwelling unit must have ampacity of at least 2 times the temperature and conduit fill corrected circuit conductor ampacity. [NEC 690.45(B)] 27. Fine stranded cables used for battery terminals, devices, and connections require lugs and terminals listed and marked for the use. [NEC 690.74] 28. Grounding bushings are required around pre -punched concentric knockouts on the DC side of the system (NEC 250.64 C) 29. Grounding electrode conductor will be continuous, expect for splices or joints at busbars within listed equipment. (NEC 250.64 C) 30. All smoke alarms, Carbon monoxide alarms and audible notification devices shall be listed and labeled in accordance with UL 217 and UL 2034. They will be installed in accordance with NFPA 72 and NFPA 720. (CRC 2013 R314 & R315). 31. 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. A AMPERE AC ALTERNATING CURRENT AHJ AUTHORITY HAVING JURISDICTION BLDG BUILDING CONC CONCRETE CB COMBINER BOX CEC CALIFORNIA ELECTRICAL CODE CU COPPER DP DISTRIBUTION PANEL DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR (E) (EXISTING) FV FIELD VERIFIED GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR GND GROUND HDG HOT DIPPED GALVANIZED I CURRENT Imp CURRENT AT MAX POWER INVT INVERTER ISC SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE kW KILOWATT LBW LOAD BEARING WALL MIN. MINIMUM MCB MAIN CIRCUIT BREAKER MSP MAIN SERVICE PANEL 3 N R NEMA 3R, RAINTIGHT OUTSIDE RATED NEC NATIONAL ELECTRICAL CODE NTS NOT TO SCALE OC ON CENTER OCPD OVERCURRENT PROTECTION DEVICE P POLES -BREAKER POLES - PL PROPERTY LINES PV PHOTOVOLTAIC PVC POLYVINYL CHLORIDE RR ROOF RAFTER SBC SOLID BARE COPPER SP SOLAR PLANE SPL SUBPANEL SCH SCHEDULE SS STAINLESS STEEL PTC PRACTICAL TESTING CONDITIONS SWH SOLAR WATER HEATER TYP TYPICAL UNO UNLESS NOTED OTHERWISE V VOLT Vmp VOLTAGE AT MAX POWER CII°` DF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE_W * OCCUPANCY TYPE: R-3 * CONSTRUCTION TYPE: TYPE V -B * UNSPRINKLERED LO 2 CO N � +D M � N O(n�N� CU Uco C: rn U � 0) J 1L_ CU CU CU cnW Q U-) ~ . SHEET NUMBER: E2 2 N o 4--0 N o i Cl) <n� p CN N N C� N �° hV w >0 W J Z U)0 J > W o �+ W U)a0� Q 00 D_ (v 0 m g aU) J = a U W o U N0 0 CO W a SHEET NUMBER: E2 2 N N W J p N T N C w V J w Z W Q fW �_ = a o U N0 CO W 3 ZIrVI W Y = O O O i m i SHEET NUMBER: E2 AT ,-,, 141U + 0O 0 H ID T930 Yi 39AO ADMIGJIUB MOITOUAT21moo Sol `s 1 .�,�ya Jt 3TA0 d ! e " � 4 f W F .. .. ► - ' • 1 s • � � - , • _ ,. . + * 111 y ..� i F`• . ♦ 1 ry e lit . ♦ ` i •' •. , � � •r ,rt � w - ro ,� .. t_ � .. • `� .,- ' _ ,�� of .r LLF �,� ,, .+ _* ` - -. ,- y ; -' �'• .s r,+^ .., 'tl F• .. �..' ._ + fw �- i ', - � • ',#� •+ • .. � ,` .• •.y{�F. , � "t 'i • .;) C 1�! a 1•• + � �. . • "c., J'4X` .��, � -- ,. ,i ..+ f. ., ♦• .. Y • • � ?IF i ^ - ' � r` .. � � � � � � ,. - , .� a • ~. � � �. .r' • i • � � � w ,� �•1. • _ • � 4 �t r� v_C` 7 i • r ] .. f t• a r +~r . •4 a � ; - • • �� • ... ti � � �.. ' - "« '' � a -� • y f 4 • • r �' fr. • , r. � L ' •^aA '4 .f �. �►. 'f. r ' .I • _ - • .. 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Ste. 105 p W MARKET: RESI 1STORY INVERTER: M215-60-2LL-S22-IGa La Qulnta _ . , .. .. Redlands, CA 92373 BUILDING HT: AHJ: - :TEL: 909 991-2172. MODULES: WSP-260P6 - - 78985 Via Ventana, - CA Lic. # 984124 La Quinta, CA 92253 a ..•r ���s Lu" �s7 •. � ;_ MW,Q . rte. ,' r -l.-�,*F .�.J • �` � il f + S� �' i •- � ' + � � � r • A Lei . - O >. r. ' -..:.`.."'v ;- - �, - �: . 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Z LnLn Z -0 Z Ln z In Z mCmi Fm \ 7G.J C: ` V17� D O zom o znm CD rn :. o �Mo �� -- 00 • zw -- /,� wa/ Z -0 / Z mm D O � / � m r Z _ N �O> I Qm�c k 3' Z�m - z ri D ZZ . amo F1 r -I e--3--, 0' n,o 77-m r^ - 'PGC` O ir �\ N O v cto 'j * REGIS 3' m °° N M z � '/CD �r ,C o a Z��•- - LD Z,` Z ,-- 4-W/ - G7 R° SC,ai DRAWN BY: CC SYSTEM kw: 10.92k='<,..-.'*� RO.JECT: PROPOSED SYSTEM SIZE IS 10.92 kW SOLAR PHOTOVOLTAIC _ + Allstar CoContractorsI•'IBMOUNTINGC 3 DATE: 2/25/16 HARDWARE: EVEREST Gary Nugent • - 1'554 Barton Rd. Ste. 105 P MARKET: RESI 1 STORY INVERTER: M215-60-2LL-S22-IG La OUIn18 - Redlands, CA 92373 BUILDING HT: AHJ: _ - TEL: 909991-2172 . MODULES: WSP-2601P6 78985 Via Ventana, CA Lic. # 984124 La Quinta, CA 92253 i I 1 LY { A 4V � •• f � •� ' ''1 •+ J.f f it r' ' 1 1. . ,1 - ' w f . ., • ' � 'i .. L > f _ jj R LY { � � •• f � •� ' ''1 •+ J.f f it r' ' 1 1. . ,1 - ' w f . ., • ' � 'i .. L > f _ jj R ix. S. L -FOOT W/ T -BOLT AND FLANGE NUT (CR 48) NUT HEX 5/16-18 i ' MODULE EVEREST MODULE UNC -2, 18-8 SS CLAMP WASHER, FLAT, 19/64" EVEREST 48 RAIL IDx7/8" ODx1/8" EN AW -6063 T66 WASHER, SEALING, { 5/16" IDx3/4"DD, EPDM' FAST JACK STANDOFF ` w/ 6" POST A , STANDARD GALV. FLASHING WITH RAFTER POLYURETHANE SEALANT (E ) DOUBLE FLASHING 2 1/2 ; Lo O M 2 LM N. � N _ 0(�.NNco� U rn rn ` it U c vi rn r � m J CoQ • (E) PLYWOOD Q� Lr)�. U L QQ3 s��G (E) SHAKE ROOFING MATERIAL ` '4 • (E) PLYWOOD STANDOFF DETAIL ��°evEENs/ ` ROOF DECKING QQ3 s��G 3 1/2"x 5/16", STAINLESS STEEL ` 1 SCALE: 1.1/2" = 1'-0" - - "�; No. 1420 x po DIA LAG. BOLT .. r , ' (E) RAFTER t � c fJ e NC/VI N EXISTING 200A BUS EXISTING'150A MAIN BREAKER t �. LU'-- Eno Z >0 no ci O a c- , co d ocu 00 g J aN� 0 i a LLLt. I Rll.ML LLLV/-X 11VIV UC I tAiL SHEET NUMBER: ' k SCALE: 3/8" = 1'-0" 1 0 A 1 • .. 1 N T. J 0 A 1 • .. 1 N 0 1 . I 0 H 56 D m m D CD rT1 CL o O cn � Z Z D N .Zm7 00 cn O D n 'd 1554 Barton. Rd. Ste. 105 MARKET: REST INVERTER: M216 -60 -S22 -S22 -IG 1STORY La Qulnta - �c �c X i y y rn CID Z Z O CD 11 La Quinta, CA 92253 n D Cn J0 N N N O O m DM p D to > D CD =r = XCIO � n m 1711oM m x x x x x X •� o.b D Z G r # in iD m iD iD O n X x x x x Z cn Cn cn K3 Ln m II II II II O N cn W in w in N cn N cn v Z ` faN ii Ln s pi m 00 3 N o D m z to m GND m z x < --------- N m o v n m • O I R I m Z -n O. v L g D m� 3 Ln • a .. m m z G ---------J r T to -0 N< i o n m 0 0 00 • .. o 0 II z rn v v� D • mN Z c) m_ Aoc' Nm <o O Z CD a C) Z G) m -� mm - wcmi ?? < z� m N � � (n o D fA o� Zro> m Z o n spm = ZD r N G o `D m rn L;1 = tin Ln Z > N D D' \H\D D >\ �Z� F O -n 71 m m T T O v N N ' // N G7 v � CC p< � n z rJ �' N • f1 z �, �_ N n z N: N m z •,, r- c1 w V to r w w w w w m rn > CD - fV m < N rn co N ao ND C Oo cp r W Ln m m X= c> v o k r0 0 W z y O °° N 3 0z m = 00 gym c, A� � C Z _ r Z Z Z Z 0 wc—I Z a 008 8 N N 3 D to N N N N D C13m L1 x� A O O IV rn I'7'I r- r T Onm c: >m Zu Z� Z 2� w o rn N w 0 0 0 -I m ; c ♦ z z < 3 -n 3 0 0 �8 �8 �S' �8 W � � �rt � �N � ~'cn _ D� o v o 1--� r Cn C n cn w O Ln cn W O 558 N �' t� O 8 l0 O 8 o O 8 (NJ'I (n -��- ? n v m� - �., o i N O O O O _ m p Ln O < m CD � m o x x x x x I? 1> W C7 M m rn p Z Z D 0 - Z it it �� rim v o o it m 3 CL II II II II II �. n D 0m w r T m -' rn w 4 G -)N D D D D D 79 m 2 m m T � -T D 3 N V { Z7 to z m rn M m D D D D D -A rn D ^ H 56 D m m D CD rT1 CL o O cn � Z Z D N .Zm7 00 cn O D n 'd 1554 Barton. Rd. Ste. 105 MARKET: REST INVERTER: M216 -60 -S22 -S22 -IG 1STORY La Qulnta - Redlands, CA 92373 -_ O m X i pi D rn rn CID Z Z O CD 11 La Quinta, CA 92253 n D Cn J0 N N N O O m DM p D to > D CD =r = XCIO � n m 1711oM m x x x x x X •� o.b D Z G r # in iD m iD iD O n X x x x x Z cn Cn cn K3 Ln m II II II II II N cn W in w in N cn N cn v Z H 56 D m m D CD rT1 CL o O cn G7 N .Zm7 00 cn O D n 'd 1554 Barton. Rd. Ste. 105 MARKET: REST INVERTER: M216 -60 -S22 -S22 -IG 1STORY La Qulnta - Redlands, CA 92373 -_ X i pi D rn rn CID N Z Z O CD 11 La Quinta, CA 92253 n D Cn O r" O O 3 D Z DM p D to > D CD =r = XCIO � n m 1711oM �0 r CID CZE =; m m N N •� o.b D Z G D D D D D G7 N .Zm7 00 cn O D n 'd 1554 Barton. Rd. Ste. 105 MARKET: REST INVERTER: M216 -60 -S22 -S22 -IG 1STORY La Qulnta - Redlands, CA 92373 -_ O i pi D rn rn rn N Z Z O 11 La Quinta, CA 92253 r" O c/) X _ =C =r = cn � n m CZE N N N N r # m mDRAWN BY: cc SYSTEM kW: 1092 kW „vVw SOLARPHOT&OLTAICSYSTEMFOR• 11"star�'ontra`c ors HB 3 MOUNTING : EVEREST DATE: 2/25/16 Gary Nugent 1554 Barton. Rd. Ste. 105 MARKET: REST INVERTER: M216 -60 -S22 -S22 -IG 1STORY La Qulnta - Redlands, CA 92373 -_ BUILDING HT: AHJ: TEL: 909991-2172 MODULES: WSP-260P6 78985 Via Ventana, CA Lic. # 984124 11 La Quinta, CA 92253 P t 1 t , . e . _" ,�_ - '- - � � . _. �•� r_ • . - - r'-,r'•-,..� �" � - ' - - -die•• _! -. � _ .__. -- -r,�•_ "r_i1��. - _. _. _ _ _ �a.�. r � z -_. •P f P t , . _" ,�_ - '- - � � . _. �•� r_ • . - - r'-,r'•-,..� �" � - ' - - -die•• _! -. � _ .__. -- -r,�•_ "r_i1��. - _. _. _ _ _ �a.�. r � z -_. •P f ter, '` ' ' i' . `'. �r e ! TO ' 04 , ^ `yam • � � • ' , r , Y ' � A` i .e + .` - • • . ELECTRICAL NOTES: 1) All modules will be grounded in accordance with code and the manufacturer's installation instructions. 2) All pv equipment shall be listed by a recognized tested lab. 3) Notify serving utility before activation of pv system. 4) When a backfed breaker is the method of utility .-interconnection, breaker shall not read line and load. ' 5) When a backfed breaker is the method of utility _ interconnection, the breaker shall be installed at the, opposite end of the bus bar of the Main Breaker. 6) Work clearances around electrical equipment will be -maintained per NEC 110.26(a)(1), 110.26(a)(2) & 110.26(a)(3) 7) All exterior conduits, fittings and boxes shall be A rain -tight and ' g approved for use in wet locations per NEC 314.15.- - -" •� - ,8) All metallic raceways and equipment shall be bonded and electrically continuous. ' 9) All pv equipment, systems and all associated wiring and interconnections shall be installed by Qualified Persons. 10) The photovoltaic system conductors shall be identified and grouped. The means of identification shall be permitted by separated color*coding; marking . ;i tape, tagging or other approved, means. NEC 690.4(b) `11) Adequate spacing must.be maintained between'any,.plumbing sewer vents extending through the roof and the underside of the photovoltaic panels•(6 ` • ; minimum recommended). '12) Pv equipment, systems and all associated wiring and interconnections shall only be installed by qualified persons (nec 690.4 e).-, •13) Photovoltaic system conductors shall be identified and grouped. the means of identification shall be permitted separate color coding,' marking tape, tagging or other`approved means. (nec 690.4b) .. . - i4) Externally operated knife blade type ac disconnect switch which is lockable in the open` position and"on" and "off' visible designations which is directly s accessible to riverside utility department employees at all times 60amp, 250vac utility lockable (ac) disconnect (nem 6.3 and nec 690.17) (nema 3r) ` . ' .15) Photovoltaic meter socket will 'be providedwithin 10' to 72' (center to center of meters) from the existing service meter.and that it will .be installed between Y 48" to 75" above the floor or.grade level. r cn a) r` ti N L +. OU)O�N (N h Q co C 20 r cn a) r` ti N L +. OU)O�N (N co Q co C 20 c U -t c � rn m -5 J Q N Q � LU U U') , >U WJZ � W W 'o p > r W o Lo O a 00 a) Q. g C aw/■ °O° M d N V 0o w tD U +,�, w W O N a N 3 Z w Z W 3 IL Y O J OF O i m i 14 r u n Y cn a) r` ti N L +. OU)O�N (N co Q co C 20 c U -t c � rn m -5 J Q N Q � LU U U') , u n Y , , o C 20 mN Q� C N N (}q �° �U N >U WJZ � W W 'o p > r W o Lo O a 00 a) Q. g C aw/■ °O° M d N V LU 3 O SHEET NUMBER: E8 N � N N Y W J ,C N W N C • � W W N p 3 K Z i Fa C r 0o w tD U +,�, w W O N a N 3 Z w Z W 3 IL Y O J OF O i m i SHEET NUMBER: E8 z m Oox 0m mzm n�0 ;0mmx m0CZ Z o -I z v�0� mmz C-) m m m 0 z Xm;0 DDg m z m zDO2COD O< -n 00mzz;0 Cxm -<K -Ox 5500 cm �Cz m z� Z> K o g o D mmm =vZDO in ^OD aD�0m.. c-1 0 m 0 C �m m0DO<M mm mm�nz D Ln z U r D mV -�_c� cnz �OMCz <-I �0?tm� M 0.MXCnM m - D m � m D z m D_<;0O°D D 0 On r� DTrnD in C C,)m C > m0mm DDD -0D<WLO mm nmoN_U I X K Z C D< W D o U5m 2zz ;000 ;U F.3 XDD rZ=0 0X;0 r0�--I CT T 0-vKmn �GziG) z nn mzz � �mm2OC mm n M m 00 �� zU) DZ m Cv --I -n O� z -=i z 0 0� r r O D X x m 3 m D C) D C z m O o D .Z1 0 n o n O C z z 0 n Z Z m 0 i D 0 D 0 TI O z m m Z .< O T mDG)m Z ;7 OX0- zOCDcnD v Z C m x m 0z 0 0z D0 -;G) Z 0_ 2 _ 0OZ� mZVD Z v 0 G) � m N 0 0 m X_ v D 0 m C) = � m 0 mgr-Km� D DwDCD(o2z z WA_<ME0z Z OG °D�'�cn;OG) z Dmmy`0-0 G7 W> z n C O m OO - r O 0 0 0 Wm-1O0=tom 0 �r0x-zctOi> NO0m�DD�= 0 ��oy'w < m -iz m O r- m� n z m m 0 (nCDOzzDr. D O DOOxDX>zCD-mm �0Zmmzr-z m nOg5z0_ m ;U(/)X Ozm00Xm Cn 0 0( nnm X 0 m�<0K0m C m=MoXEDDz n z z- C- r0 G) Z o G) M K D CC+ O x v Dv Z Or - D00 m T C ODS ^Z UJ Z 0- z z_n90 c <_0<CnC n T < �O> Z0°;000 D Z Cem n = Z®m C C O D X O 0 C 0 O z K m m X Cn 0 O v C z K m X 2 m D z G) m 0 m D z m F r m ' O x DVZOm + Z (n D z mmin�;0_ Ocnz0C) M > Co Z -< 0 = O Z Co m 0 z O m G) cn m r - zimmK zG)m>o mD� 0 Z v T D 0 D 0 O 0 O z m X 00 O x CC+ O x v Dv Z Or - C D cf) Z GO 2 m�j r z.0 <_0<CnC n T C/) z! Z0°;000 D Z G) 0 O = > 90 0 m C O E X _< T D 0 D 0 O 0 O z m X 00 O x KO m CC+ O x v Dv Z Or - 0 O C C Z O 2 C 0 0 r Ocmi)zoo � UK C: (/) Z -< 0 = p D Z �ZOr- O pm=mA m cnm=X= �mm�� U) OxrzD ?G)Z>x Nmr- v o 1< 0z v KO m CC+ OK 0 O C C Z O 17 m00 0 r z � n D_ < AHJ: L8 QuintB �ZOr- O bo O D m Knm U) 0-0 U) co ;0 o 1< 0 m 0 <_ D =m O ;0 I < 0 m z D O G) C) In In _<m mm K v D C7 D v O D C) 0 Zn 0 O z z m C) Cn 0 r D X m r m n 00 C7 D _< __q 10 Mz n 0 z z m n m 0 00 �� c0 C< r-0 00 �D 00 TjCf) C7 j Z Oz zm Cn(') i Cn(- O O-0* () Cpm 0 0 M < FX C-m0O 0K —O 0 ^ Az �0 z Z z -I z QD C) 2 T 00 C p r mC • T nrn _o 1 OOz Z z r G7 • m O cn D ��>X z r/� VJ VJ `� VJ O DRAWN BY: CC+ SYSTEM kW: 10.92 kW DATE: 2/25/16 MOUNTING EVEREST HARDWARE: MARKET: REST INVERTER: M215-60-2LL-S22-IG BUILDING HT: 1 $TORY AHJ: L8 QuintB MODULES: WSP-260P6 PROJECT: PROPOSED SYSTEM SIZE IS 10.92 kW SOLAR PHOTOVOLTAIC SYSTEM FOR: Gary Nugent 78985 Via Ventana, La Quinta, CA 92253 Allstar Contractors HB 1554 Barton Rd. Ste. 105 Redlands, CA 92373 TEL: 909 991-2172 CA Lic. # 984124 r 1 } +r + < w • . 1 s w r: CO so. f . -�•- � M'{TMJ: •v' ' I -r. _ c .r .. ..♦ .. • - � t • • v • • .• . - -- ,.. _ -"'"Y • .T f' - . ! `+-.t- .•+ -. a _ } _ , y,.. !r r�.;.,�+„i,�-._-rte � _ _ .•�---..-...1� _- _ .� _ . � M AF J ,ks r Gary Nugent Main Breaker. Downsize Calculation 4,.: �. CUSTOMER Residential Load Calculation..` ~ Per NEC 220.82(8) "The general calculated load shall be not less than 100% of the , PANEL` SCHEDULE first 10 kVA plus 40% of the remainder of the following loads..." L1/L2 240 V r Per NEC 220.82(8)(1) "The calculated floor area shall not include open porches, : „w r MAIN PANEL . garages; or unused ... spaces..." �• Floor Area 2,074 square feet x 3VA/sq ft 6,222 �VA _ " •, "r� Per NEC 220.82(B)(2) "1500 volt-amperes for each 2 -wire, 20 -ampere small appliance branch circuit and each laundry branch Circuit...,,, r 5 Jits x 150 VA/cii 7,500 VA Small Appliance Circuits" 2 jits x 1500VA/cii 3,000 VA Bathroom Circuits 1 Jits x 1500VA/cii 1,500 VA' .. LaundryCircuits 15A " Used for 2P Breakers VA'' t dryer _ 30 5,760 gd/dw 20 3,840. pool sub 60 11,520' 15A 0 �_• .. LIGHTING LOADS 0 BATH 0.,t:. ,'. y X•... •4, 20A / 2P • 0 50A / 2P 0 200A 0 r: y .•^'F 0 20A r .. DEVELOPME • s` Total VA 21,120 20A F Total of non air-conditioning loads 39,342 total VAL, -r,+ Small Appliance 20A First 10 kVA of load at 100% 10,000 20A Small Appliance 20A 15A LIGHTING LOADS 15A LIGHTING LOADS 15A LIGHTING LOADS 15A LIGHTING LOADS 15A * LIGHTING LOADS 15A LIGHTING LOADS 15A LIGHTING LOADS 15A LIGHTING LOADS 15A LIGHTING LOADS 20A BATH 20A BATH 20A / 2P AC 50A / 2P AC 200A MAIN BREAKER 30A / 2P dryer 20A Small Appliance DEVELOPME 20A Small Appliance 20A Small Appliance 20A Laundry 20A Small Appliance 20A Small Appliance 20A Small Appliance 60A / 2P pool sub Remainder of load at 40% 11,737 Adjusted total non air-conditioning load 21,737 VA ;' . rV t ; , Per NEC 220.82© "Heating and air-conditiong load..." Total of A/C Loads and All Other Loads: Used for . 2P Breakers VA A/C Equipment Unit #1 50 ` 9,600 A/C Equipment Unit #2 20 3,840 —4,r :_' I: Total VA 35,177 �.. MAY 1�2 gnu . ' � ,, �- ' _' � •; .� ., .�� ; • . M CITYOFLA. QUINTA , Total Proposed Calculated Load: 146.57 Amps `COMMUNITY �T DEVELOPME ',�� o � '^� , iY t � ' � 2"E.V 4 ~_7 1 � � 4 T<i. { • � •; 3. , i *i J +� , - .. a . 7 _ � V