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PMT14-00743
City of Menifee Permit No.: PMT14-00743 29714 Type: Residential Electrical IN RD. MENIFEEEE, CA 92586 92 s°°"°'"en4WL." MENIFEE Date Issued: 06/05/2014 PERMIT Site Address: 25545 MESA EDGE CT, ROMOLAND, CA Parcel Number: 335-490-009 92585 Construction Cost: $16,250.00 Existing Use: Proposed Use: Description of 1 INVERTER 3.25 KW 13 PANELS Work: Owner Contractor ROLAND WILLIAMS SOLAR SERVICE CENTER INC 25545 MESA EDGE CT. 13345 ESTELLE STREET ROMOLAND, CA 92585 CORONA, CA 92879 Applicant Phone: 8887607652 SOLAR SERVICE CENTER INC License Number: 961939 13345 ESTELLE STREET CORONA, CA 92879 Fee Description Qyt Amount($1 _31 n#i^ r, Building Permit Issuance 1 27.00 dltibp P ai �yl uv` e�rlc 1 29 e� Additional Plan Review Electrical 129 129.07 G D —111210 SMIP RESIDENTIAL 1 2.00 $540.14 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee. Except as otherwise stated, a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA B1dg_Permit Template.rpt Page 1 of 1 City Of Menifee LICENSED DECLARATION I hereby affirm under penalty or perjury that I am licensed under provisions of ❑ I, as owner of the property an exclusively contracting with licensed Chapter 9(commencing with section 7000)of Division 3 of the Business and contractors to construct the project(Section 7044, Business and Professions Professions Cc and in license is in full force and effect. Code:The Contractor's License Law does not apply to an owner of a property License Class (r License o. ((ZL�`JO'' who builds or improves thereon, and who contracts for the projects with a Expires ignature� licensed contractor(s)pursuant to the Contractors State License Law). WORKERS'COMPENSATION DECLA TION ❑ I am exempt from Iicensure under the Contractors'State License Law for the ❑ I hereby affirm under penalty of perjury one of the f'llo g declaratio following reason: I have and will maintain a certificate of consent of self-ins for worker ' By my signature below I acknowledge that, except for my personal residence in compensation,issued by the Director of Industrial Relations as prove y which I must have resided for at least one year prior to completion of Section 3700 of the Labor Code, for the performance of work for which this improvements covered by this permit, I cannot legally sell a structure that I have permit is issued. built as an owner-building if it has not been constructed in its entirety by licensed Policy# contractors. I understand that a copy of the applicable law, Section 7044 of the I have and will maintain workers' compensation insurance, as required by Business and Professions Cade,is available upon request when this application is e on 3700 of the Labor Code, for the performance of the work for which this submitted or at the following Web site:htto'//www leginfo ca aov/calaw html. ermit is is d;;.My workers' pensation insurance came and policy number are: Carrier �L 0 7�1r.'i�L roperty Owner or Authorized Agent Date Expires �rC � i l� ❑ By my Signature below, I certify to each of the following: I am the property Name of Agent Phone# owner or authorized to act on the property owner's behalf. I have read this (This section need not be completed if the permit is for application and the information I have provided is correct. I agree to comply one-hundred dollars($100)or less) with all applicable city and county ordinances and state laws relating to building `— _ construction.I authorize representativ his city or county to enter the above- ertify that in the performance of the work for which this permit is issued,I identified roperty for the inspection urposes. ha I not employ any persons 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 oft or roperty Owner or onzed Agen Date Code,I shall forthwith comply with those provisions. _v^�--/ City Business License# Date; ✓ 4Zt_ Applicant; WARNING: FAILURE TO CURE WO S' HAZARDOUS MATERIAL DECLARATION COMPENSATION COVERAGE IS UNLAWFUL, AN SH LL SUBJECT AN EMPLOYER TO CRIMINAL PENAL ES ND CIVIL FINES UP TO ONE HUNDRED THOUSAND ARS WILL THE APPLICANT OR FUTURE BUILDING ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DYES OCCUPANT HANDLE A HAZARDOUS MATERIAL ORA DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE MIXTURE CONTAINING A HAZARDOUS MATERIAL LABOR CODE, INTEREST,AND ATTORNEYS FEES ONO EQUAL TO OR GREATER THAN THE AMOUNTS CONSTRUCTION LENDING AGENCY SPECIFIED ON THE HAZARDOUS MATERIALS I hereby affirm that under the penalty of perjury there is a construction lending INFORMATION GUIDE? agency for the performance of the work which this permit is issued (Section WILL THE INTENDED USE OF THE BUILDING BY THE 3097 Civil Code) APPLICANT OR FUTURE BUILDING OCCUPANT REQUIRE Lender's Name DYES A PERMIT FOR THE CONSTRUCTION OR MODIFICATION FROM THE SOUTH COAST AIR QUALITY MANAGEMENT Lender's Address ❑NO DISTRICT(SCAQMD)SEE PERMITTING CHECKLIST FOR GUIDE LINES OWNER BUILDER DECLARATIONS I hereby affirm under penalty of perjury that I am exempt from the Contractor's PRINT NAME: License Law for the reason(s)indicated below by the checkmark(s)I have placed DYES WILL THE PROPOSED BUILDING OR MODIFIED FACILITY next to the applicable item(s)(Section 7031.5. Business and Professions Code: BE WITHIN 1000 FEET OF THE OUTER BOUNDARY OF A Any city or county that requires a permit to construct, alter, improve, demolish, ❑NO SCHOOL? 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 I HAVE READ THE HAZARDOUS MATERIAL Section 7000)of Division 3 of the Business and Professions Code)or that he or DYES INFORMATION GUIDE AND THE SCAQMD PERMITTING she is exempt from Iicensure and the basis for the alleged exemption. Any CHECKLIST. I UNDERSTAND MY REQUIREMENTS violation of Section 7031.5 by any Applicant for a permit subjects the applicant to ❑NO UNDER THE STATE OF CALIFORNIA HEALTH AND SAFETY a civil penalty of not more than($500).) CODE SECTION C MATERIAL 505ffE5533PORI, GD 25534 CONCERNING ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do( )all of or( ) porting of the work,and the structure is PROPERTY OWNER OR AUTHORIZED AGENT not intended or offered for sale.(Section 7044,Business and Professions Code; The Contractor's State License Law does not apply to an owner of a property X who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale.If,however, the building or improvement is sold within one year of completion,the Owner- Builder will have the burden of proving that it was not built or improved for the purpose of sale). CITY OF M ENI FLEE City of Menifee PLCK No: permit No: Building & Safety oept.29714 Haun Road 007y3 Date: Date: Menifee CA 92586 City of Menife t 4 �t c� APR 0 4 2014 Building & Safef 'vee . Phone: (951)672-6777 Amounb Arnold t Z Fax:(951)679-3843 APR 3 Zul4 Ck#: Ck#: Received Building Combination Per ceived To Be Completed By Applicant Legal Description: Planning Case: F: Property Address: 25545 Mesa Edge Ct., Assessor's Parcel Number. g 12 sus' 335-490-009 ProjecVTenant Name: Unit#: Floor#: Name:RClland Williams Phone No. 322—(o Z5� Fax No. Property Address: unit Number ZipCode Owner 25545 Mesa Edge Ct., Sun City, CA 92585 Email Address: Name' Liliana Figueroa Phone N . Fax No. 760-391-7270 760-262-3030 Applicant Address: Unit Number Zip Code 72227 Adelaid St. #A Thousand Palms,CA. 92276 Email Address: Name: .Phone No Fax No. Solar Service Center, Inc. 760 391-7270 Contractor Address: City State Zip Cade 72227 Adelaid St.#A Thousand Palms 2276 Contractor's City Business License o. Contractor's City State of Califomla License No. Classification: 961939 C-10 Number of Squares: Square Footage ,n r Description of Work: l/ L Cost of Work:$ otovoltaic s st install n/roo unt 1R pan Applicant's Signature Date: TO Be o let By,Clty:staff Only IndicateAs R-Re d or N/A-NotApplicable 5 Completes sets of fully dimensioned,drawn to sale plans which include: 1 set of documents which include ❑ -ltle Sheet ❑ Elevations ❑ Electrical Plan ❑ Geo Tech/Soils Report(on cd only) ❑ Plot/Site Plan ❑ Roof Plan ❑ Mechanical Plan ❑ Title 24 Energy(on 8%x 11) ❑ Foundation Plan ❑ Cross Section ❑ Plumbing Plan ❑ Structural Calculations ❑ Single Line diagram for elec.services over 400 AMP ❑ Floor Plan ❑ Structural Framing Plan 8 Details ❑ Shoring Plan ❑ Sound Report-Residential Class Code: Indicate New Construction Alteration* Addition' MesnsfMethods Work Type: Repair* - Retrofit' Reuislon to Existing Pernlil' Required? YES NO Proposed Building Use(s): Existing Building Use(s): #Buildings: #Units: #Stories: Will the Building Have is Basement? Y of N Bldg.Code Occupancy Group Indicate Indicate if yES or NO Indicate all Geo-tech.Haz.Zone At Project Construction Sprinkle. that apply: Coastal Zone Completion: T e s YP ( ) C of o YES a NO Noise Zone Required? Listed on Historic Resources Inventory CITY PLANNING STAFF ONLY APPROVALS: Costal Commiss Arch.Review Board I I Landmark Comm. I 11clanning Comm.Zoning A�ImEmlstratorFee Exempt: City Project Elec.VehlGe Charger Landmark Seismic Retmnt sparael .Offli Expedite Project(s): Child Care City Pol Green Building Landmark Affordable Housing For Staff use Only buddingl6afety Permit Specialist I City Planning I Civil Engineering I EPWM-Atlmin I Iransportalion Mgml. I Rent Control THANK YOU FOR HELPING US CREATE A BETTER COMMUNITY WEIGHT LOADING ANALYSIS I Solar Electric Installation For Roland Williams Residence, 25545 Mesa Edge Ct.Sun City,CA.92585 Contractor:Solar Service Center March 25,2014 Roof Information Roof is a two story roof with a sloped concrete tile surface and standard wood framing Wood trusses twenty four inches on center Solar panel stantions on sloped area are spaced 4'on center. Analysis of dead load weight added to roof by installation of solar array TrinaSolar 250W,solar module weight 43 pounds No.of solar modules 13 Total weight of modules 559 pounds _ Weight of each Professional Solar Products"Roof Trae"rack set 18 pounds No,of rack sets 3.3 Total weight of rack sets 59 pounds Total weight of solar array 618 pounds Height of each module 5.4 feet Width of each module 3.3 feet Area of one module 17.5 square feet Area of entire solar array 227.2 square feet Weight of solar array per unit area of roof Upounds/connection pounds/square foot No.of stantions connected to rafters with lag screwsWeight loading per stantion See attached sheets for engineering information on the Professioal Solar Products"Roof-Trae"racks. 3/28/2014 005-WEIGHT LOAD-WILLIAMS-SUN CITY � I � / ) ® f ` t ) ~ ~ } . ! ee ) 27 ® } © / \ \ \ . a . \ ) ~ w CD ! ) ) \ \ \ ± � E \ ( § e \ \ \ \ \ . \ j / \ « / i Mono Mulfi Solutions TSM = PG05 TSM = PA05 THE UNIVERSAL SOLUTION Module can bear snow loads up to 5400Pa and T wind loads up to 24001'a Guaranteed power output r � `3%.,= 0-+3% High performance under low light conditions Cloudy days, mornings and evenings _ Foundeq'in i947 Trmo'Salgrisoge.pt-�hy Wgrk3 s legding PV co'fppgnios 3inVFe - Ipo pFVMe'Ny5kir7-20,C�6 Tnnd?�oror h?la aflyeoP�d� fl�gpiryintfldra�abp nflsr Manufactured according to International Quality mgdel,w1F In haife$pyg8ueflanafiljgor '� V{prar5 ebnsgnasglq�l�a�i:�frtgih� �` 4 and Environment Management System Standards mgnp;pna m;yljierY�ti11i1refieonngloTiaa Its IS04001, IS014001 mtl7wjoaf4dng caR3cJjyrm s¢JpJ'f?Ql°telr will be�P AhW bYThnd of,2012 milking rtgne {the}cvgasl�solarmanutrre{ ecs In iheword Tnna$olars flx�nslve�orlfglio - _ ingivags pgnelqqpI kir,ds Afappll&flhbns nsiaet'fiai gau+y gfedr,a EIpV dvyyelras Approved original MC4 Photovoltaic connector innovtrhve system Aol Giions ; Q & 'kC ��fid�„ used with highest reliability ATnn'q$pJlgNt ., b.00 0l00eb around}he wend serving leeYrdireg i je{gllpr5; - ,tliylrld'utors utilRiesdd dev@topers l4?all a Ln 'ga So�lgrlsepgljnrfted ` '_ and oFPU arY,fl7s,Tn to driving down lnz cost of-solarand. - "'°k`"g'fmarfl°`f°'�°�'fl`"r°" `_ LINEAR P�RI:ORMANCE WARRANTY �` 7D Year piod4cf Warranty ?5:Year Lnea�P©vier Warranty r WNhNJnnasnpY oroose Aaafflo no/valve lro • osox Miring Solars linear warranty ''�r-masolr ��� The powei Gehlnd the`panel Years 5 ID I5 20 Zs ndusny standard Tr na Solac TSM-PC05 / TSM-PA05 THE UNIVERSAL SOLUTION DIMENSIONS OF PN MODULR TSM-PC/PAT15 ELECTRICAL DATA®STC TSM435 TSM-240 TSM-24S ITSM-250 PC/PA05 PC/PAOS PC/PADS PC/PROS 441mm Pegk Pdwer Wg7}sP a jWp) 235 240 245 250 e aPti Po eo-@ul of'�.2°- e TO- m t �:-7a~a"n.9,.'^� _ a� Maxlmum Power Voltage Ves]V) 2 aY3 :2-4,7 302 ,3©3 unto mE' �` ME IRO�~Glt �'rf�� 3 �'9Q y�l sn r Open,Cl reVU Voltage von(V) 872 373 375 ]6 d8 S _ "N�".�5�%_em W '� - Module EfBaency e"`h) L4 14] t50 IS 3, E - Values of Standard Test Conditions STC(Air Mass AM1.6,Irrodlance l➢➢OWlm°.Celliemperatur 26°C. E _ Powermeasurement tolerance.335c _ p ELECTRICAL DATA@NOCT TSM-235 !TSM-240 TSM-245 TSM-250 PC/PADS PC/PAO PC/PA05 IPC/PA05 MaxlmVm Power Prnnn IWPI � 17.1 _1,74 -178 "I81 . .. .._ Towfir.. a MQJNRn,,.nrr A A Maxlmum Power Current fMr IA) 648 655 6.64 670 xpnaxaoe - S oo� Short Clrcult Curtnt(A) (A) 697 Z04 7{1D ]25 allmm 18� - - - No Power measurement n BoOW/m,Ambient iemperotur 20 C.Wind Speed t rots. power measurement falerance s37F Back V ew MECHANICAL DATA Solar.ells I Mudicrystalllne 156 k 156mm(6 Inches) EdEeClw3(6:. .D7"=- . .Pei z- , -. ,? ,,�=`.- =- -x'--`5 =: - Module dimensions 1650 992 40mm(6495.- 3905 I$J lrichesf MA x x.'V 35mm .g...... __ A-A Glass �Hlgh iransPaYency solar p'Iass32Into, IIn es) r{. w J Box IP 65 ra}eq " I-V CURYES OP PV MODULE TSM-245 1`C/PA05 �T,.. L -+-'^�^•- ,� -^ "` -A = _ �a61e�;�'-�--,.,�,.�,a�r,�r�� "�`IriAq� oaw� 0 (13"Ob Im €•�. BIT g°' t000WFm"— Connector I MC4 _■ - S 5m N 5r^ haw--aelwwm� ;- ( TEMPERATURE RATINGS MAXIMUM RATINGS 11 3m 2p➢W/ Ngminpl Operating Cell 'bperallonalTeiperature 40�t85C Tenn pr€erlraoa ttuujree CNoOeCfT£ � _ e _ D--VkUTim 0 �+,�IlEC' MOWN 20sr ' 40n Ac f Vac 03P%/'C vragev l_Max Series Ws'cY_Rgtlriq. , IS_6- _ P_rtl1 -YOYs - Avergge etfldency ieduchoh ofid.5%a1200Av7mo ' accprding ioEN 60HOq-j. J WARRANTY 10 pearworkk"manshrp Warranty, , (Please refer tre product warranty for details) CERTIFICAITI ON,- PACKAGING CONFIGURATION - o c1P 6 us Modules per boX.24 pus _ F>,a$ - 7O�ti � l LCYCLE L rr G SjL uS PV'CYQLE Trinas®lar CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. 02012 Trina Solo,JrTlled.All dgots reserved.speclllecilons included In ols daN sheet ore subject to change The power behind the Panel wlthout notice. t t it A SUNNY BOY 3000-US / 3800-US / 4000-US "h ASSEMBLED lM THE USA, `* �o ntn�l ihaiegGYr'>:a b 8,y„pens"ffie er, y -,3 Pni a"t'iu _a n�.�i ri ,MI rf}� , Qplional mfegratQd At"�L= �a.man�ements`sta - fl Y � � - „'� igmted pG dtscoDno<t switch funch6naliy meety'the regurtements '.' -= _.p} u - ,,' .� t _ of NEC 201 1 b90.17 - SUNNY BOY 3000-US / 3800-US / 4000-US UL certified, reliable system managers The Sunny Boy 3000-US, 3800-US and 4000-US inverters are specially designed for countries that require UL certification. Automatic grid voltage detection* and an integrated DC disconnect switch simplifies installation, ensuring safety as well as saving time.These models feature galvanic isolation and can be used with all types of modules—crystalline as well as thin- film. The die-cast aluminum enclosure, with the OptiCool active temperature management system, guarantees the highest yields possible and a long service life,even under extreme conditions.The Sunny Boy 3800-US is designed for projects with a current limit of 16A. *US Patent US7352549B 1 I I ,� c - Suijny Boy 3000=U,".+ Sunny Boy'3800-US_ S'inn'ing Ito-i4000 iechnlSal dale - - - - - __ 208V AC -240,_,Vi4Cz npsF240VAG 208YAG 240VAC`Input(DC) e Igar,CecomlQdRdeM;PV:pow€TIC ma7lply:,$7C) - 3, W ""- `r4 50 W 4375 W- Sb00 W- ":. r ..AAax'Q p'awar(C cg'slp 1) - = 32D0 W g20D W f 4200 W �s I5C rcamjnnkvall�d � �3D V � 3]�V � _319 V - MPP3dttggerdQge lhs '40ays2oo aoov o a9Dv Iz2o ba4V" 25o 4aaJ n�n�D �ottagel�edvsh�s�__ a 'lzs2eu r2Qo "az v z�Dta4 ��zo/ 9 � 2so1�e5�V 17A/9 -`FAgx Ifigtil currant/pef�n�ie let DC dl6cra9 ) � E � � ' � 'r k -s. q'4,6�r@xolnbinad terrriSnal 36/j C,Cbmb�ed tgt�jlfidl �36 A�4pmbinad�eS}nma13E- f_..lJ�6e'fAf-��.traSk€r'a,✓.EII's,�d!Lnes'�r�PP Output(AC) e-T':vx:�-�e96Ct W .- vx3'QQ�'V -' 3i0D lT>'e - y/.�/ -z VA'- .'` O4R"VAx : ' Sr PPp19r P w MOM 401 cam. ,.��NEO M_ Fi93'''R4U3 `.1e�2t�4�5"�-"-.�17°= ..464-V 'L�8'- `27'-V 6611z.5.�-3 P-�`l S.`TA� .e_'N 16 C� _P cuLce.0 L:�4�rerJaclnr ls:S�W7 ,,'�. as..-..F` .�....�''�.;, �± a. �, --z,-,--•.� ~�"- � z "Phasayk o'ror5✓cPR edhan p"hose3"+? .%+` '' $"- .. 1,/'2 = k 3 1✓2 n ?. {<4✓� T''_. i. Efficiency Protection devices _ n 4-0w;Rraep Prot cVon - • - • - • F-,',.,IntegrgCed A+PCI 3 • • d Fr' ,Q.�shoir cumif proteLliQn - _ _ 6alvart.cally isaldted✓pll pole sensitive momtann8 uNt •/ - •/ _ '•/ ;lro(eyon daps✓ovekypJtagg<aldgg[y-; .,_.__ AI General / - General data 6lmansfons IW/H/Dlxrxmm din) t - �, DtDi��neyt-a'��uan�lw/H/.D1i�.mm(mJ + � � -,�a7/29�r/19oll/tty7sf F „Packlpg dimenatoas I%J, H/'D�In mmlin __ 390✓`580(d70 h /23�✓1� DC Dis4onnect packmg`tai - � 9 Z280 1S 9 11 Me /370./ 1 ."Wei'gbi/DC Dlsa'onnest++teighf 6 PQcking'i9e&i'//bCDigeonnett packing wl9bf - 44k9 f9Z b)/4�g (4`l6( Oparajng temperature rgnge(full payed* - 25 G +d3 C I 11 F,1 +113 FI �' Noise gnrlssion Ilylutdli, �' 40 d8(A� F's-.IgfeaYdl coasumPfion atnlght � i � .� O i V�., '�� r _ 0].y/F/ z ; , 1 x tran3foYmer t�trQnSformer _. 2 fFVrQnsformer 'y s CookQ9 colrcepfw. C' '4 OpHCopl-'.' Optic. , . ..- t, QP i onl r s-..NBh 'MORINEI Features ='�i�pJary.fe�ll�+a.,/�g�'aphiQ "'�Y xx„� .:�-•/" ' ' -i3' +/ -' - ���fa�c esaes�'sNe�ath x'-�-=� � �_^^' � �`�-�z�-.,�= �v/o' er �� 010� ��m✓o� '-'`- a + "._�/O/ `� .v. p. CeFHf@oles°rf',dd peTmite[fpForl<dy_aiabe pryregga3t�y�- -. -L:3� `a - a, l'�.��OU2`QL}5 'rt+16d�U1�4x7,$.,FU�1b99B�EFgj,�G]y Ft6P3}Jxl�'fCla s'A&�B�f�rC.SAA�''�7;�'NI it3]"jd"IX¢7 __ o e.. �T+_�.z.�]a .�:3h-..� �--4-:cq:...—r'�_'.-»- .v. .lam'^._,. arz� xdL_�' •''. .'P:yn ,�««.:..r.-�rk ''' .., ��.�.;,y'c..:? 5 Fp[',+A-FCI IIIe fionalfiR of ten 5�9P rdun'g"em'P.e f re ra98e,t _� C Spgmly S� RUS-2 • atr ar Dues -_- 1 d Rllopa @attires eta ma a gta4rt nomma eo hang lrrvxrlem's ipWtl gray�rifs :; < Elt ncy SUNNY BOY 4000 lls ti " AccEs'Dr, N >z ram„-+ s g� 9E g F >e5 —`Y Y��4"o vss m, 1fC dlsuo[iaq J`W F1mPf5' e2 addeds W 2 �a0 ok 09 a6" OB 10 S z Toll Free +1 888 4 SMA USA www.SMA-America.com SMA America, LLC i 0 PV Arc- Fault Circuit Interrupter t -- [ ,a C, t Direct Current Arc-Fault Detection in PV Systems Sunny Boy - Overview �IN e ( Section 690.11 of ANSI/NFPA 700, National Electrical Code® 2011 Edition (2011 NEC) sets new VA requirements for photovoltaic (PV) systems installed on or penetrating a building.These requirements apply to newly installed PV systems with a maximum voltage of 80 volts or greater. Such PV systems must be equipped with direct current (DC) arc-fault circuit protection. DC arc-fault circuit protection provides supplementary protection against fires that may arise as a result of F arcing faults in PV system components or wiring. _ SMASunny Boy US inverters are now available with integ rated Arc FauItCircuitInterrupter(AFC I)functionality. V3d Integrating AFC functionality within the PV system inverter eliminates the cost and effort of installing additional E r. arc-fault circuit protection components to meet 2011 NEC section 690.11 requirements. i. SMA America,LLC 1/4 _3z k. 1. 1 . What are PV Arc-Faults? 2011 NEC Section 690.11 requires detection and interruption of "arcing faults resulting from a failure in Ethe intended continuity of a conductor, connection, module, or other system component." This requirement ! ey= describes what are commonly called "series' arc-faults and does not include "parallel" arc-faults resulting from a failure in insulation between two conductors. Pr,;°: f M` How are Arc-Faults Formed? f In a series arc-fault a conductor is interrupted, creating a gap in the conductive path while current is flowing. 411", This creates a spark that ionizes the surrounding air, producing plasma. If the current is sufficiently high, enough plasma is created to keep the current flowing across the gap in the conductive path. The current is f ' now conducted via the plasma and is visible as an electric arc. T L 1. Unbroken conductor: »The flow of current is uninhibited. 2. Damaged conductor (increased resistance): t`L »The current density is increased. »The temperature of the conductor rises. »The conductor melts. �+ } t ., 3. Interrupted conductor (failure in continuity): »The conductor is destroyed by heat. » Plasma is created due to ionization. i � » The current flows in the form of an electric arc. r� 5 What are the Causes of Arc-Faults? Arc-faults in PV systems may be the result of faulty components,installation errors,or mechanical damage and aging occurring after installation. Some common examples for arc-fault causes include: Damaged, pinched or abraded conductors. » Loose or separated connections or terminations. t 1 a » Cracked or corroded solder joints in modules or other components. SMA America,LLC 2/4 i' 2. Arc-Fault Protection Requirements r fir. k 1 E Code Requirements 2011 NEC Section 690.11 requires that PV systems installed on buildings with a maximum system voltage of k 80-bolts or more be equipped with a listed means of detecting and interrupting series arc-faults in PV source r ; and output circuits. Following detection of an arc-fault, operation of the PV system must be disabled. The system must provide a visual indication that an arc-fault has been detected, and the system must be manually �55 restarted to reset the error and resume operation. This requirement may be enforced as listed PV AFCI devices become available where state and local i Authorities Having Jurisdiction (AHJ's) have adopted 2011 NEC. F l C Product Listing Standard E.f The listing standard for certification of PV AFCI devices is UL Subject 1699B, Photovoltaic (PV) DC Arc-Fault i Circuit Protection, which requires PV AFCI devices to behave according to the requirements of 2011 NEC r Section 690.11. UL Subject 1699B stipulates that a PV AFCI device must detect an electric arc of 300 W or K A- more, and interrupt it within a maximum time period of two seconds. f F ' " fit L ey w L F & _ _ p t t 5Y5 r \ Y F p F pF E_ C b SMA America,LLC 3/4 a 3. Integrated SMA Solution r SMA Sunny Boy US inverters available with integrated Arc Fault Circuit Interrupter (AFCI) functionality are fi fully compliant with 2011 NEC Section 690.11 and have been tested and certified to the requirements of UL Subject 1699B. Elk r SMA's AFCI solution fully integrates the arc-fault detection and interruption functionality within the inverter. When an arc-fault is detected the inverter immediately stops operation, interrupting the flow of current across ` the arc. The inverter displays an error message indicating that an arc-fault has been detected, and also transmits an error message through its remote monitoring communications interfaces.A manual restart process -'- is required to resume system operations. F= E. Integrating AFCI functionality within the PV system inverter eliminates the cost and effort of installing additional s, arc-fault circuit protection components to meet 2011 NEC section 690.11 requirements. P',11 The following Sunny Boy US inverters are available with integrated AFCI functionality: E nverterType Model Designation Availability SB 3000-US/3800-US/4000-US SB SB 03 - 2012 SB 5000-US/6000-US/7000-US/8000-US SB XOOO-US-12 Q3 - 2012 SB 6000-11000TL-US SB XXOOOTL-US-12 Q3 - 2012 SB 3000TL-US/4000TL-US/5000TL-US SB XOOOTL-US-22 Q2 - 2013 3 SMA America, LLC +1 916 625 0870 www.SMA-America.com Y! rw�; r'. _71 Ir _ v 1 E" 4 7 � - E <. _ 1W ,. E f _ 1- SMA America,LLC 4/4 i N t O E @ D~ CE �IL Let- OE- L5 m e _ o InLL. ram' µ v L Z Si: 3 N Or CD _ a y cn V �: oz, � cc o _ a ILI a p " gffi$S'y� a a E > �' d � �� � � aaBgH vas a �x e 21 o E AM _ iii ": .9 �3 m, �LLLL Z. 9 LD o =a s82g'6 ., L O ' � pa�` i WILeta) BUtIwD Y WEER Washer, Electrical Equipment Bond The WEEB line of products Is designed to bond solar PV modules to mounting structures and create an electrical path to ground. WEEBs eliminate the need for older, more costly grounding methods and greatly reduce the amount of labor and materials used in installations. The innovative WEEB design removes the need to run ground wire to each individual module and eliminates the need for surface preparation on anodized aluminum components. To install, WEEBs are placed between PV modules and mounting rails at clamping points or at bolted connections. When anti-seize is applied and the hardware Is tightened down to the appropriate torque spec, the WEEBs' specialized teeth embed into anodized aluminum, galvanized steel, or any electrically conductive metal to establish a gas tight electrical connection. • Material: 304 stainless steel y.�.. • Listed to ANSI-UL 467 by Intertek ETL for use in Canada and the USA • Maximum electrical equipment ground conductor size when used w with 2 WEEBs contacting each module in an assembly: 6.AWG • Outdoor rated Solar Module,Frame Solar Module Frame WEEB'9.5 ' Moanung flail Mounting Rail Customer Service Department 7 Aviation Park Drive Londonderry, NH 03053 1.600-346-4175 cas 1.603-647-5299(International) Intertek i i 02012 SURNDY LLC www.we-Ilc,com HUF�EELL i I � I STAINLESS FENDER WASHER F A I I I I GROUNDING WASHER The, Enphase Microinverter model D380 is shown. The installation procedure and grounding washer model numbers also apply to the Enphase Microinverter models M190 and M210. SYSTEM OVERVIEW Use WEEB-PMC to bond solar modules to module mounting rail Use WEEB Bonding Jumper to electrically connect mechanically spliced rails. Use one WEEBLug-6.7 assembly per rail to connect system to equipment Important notes ground conductor. 1. Use general purpose anti-seize compound on fastener threads when installing WEEBs. 2. The NEC section 690.43 states, "Exposed non-current carrying metal parts of module frames, equipment, and conductor enclosures shall be grounded In accordance with 250.134 or 250.1.36(A) regardless of voltage." 3. WEEBs are intended for SINGLE USE ONLY. Functionality will not be guaranteed if reused. Document Number 104-04W000008-014 ®2012 BURNDY LLC. Page 6 of 13 i NIF � SOLAR PV STANDARD PLAN Central Inverter Systems for Single Family Dwellings V'Vi es rC-A4 7//;.S" )0k0:"0fC7- 23.The following signage is required to be installed: (a) Per Section 690.17 2010 CEC,where both the line and load side terminals of any disconnect may be live in the "OFF' position the following warning shall be placed on the front of the disconnect"WARNING LINE AND LOAD TERMINALS MAY BE ENERGIZED IN THE OPEN POSITION". WARNING WARNING INVERTER.CONNOUTPECTION DUAL POWER SOURCES CONNECTION M SECOND SOURCE IS:PIIOTO.VOLTAICSYSTEM DO NOT RELOCATE ICE ^' '"'�' RATED AC OUTPUT CURRENT-NH AMPS OVERCURRES F DEVICE AC NORMAL OPERATING VOLTAGE4"VOLTS,. (4'Nf.ESS BUSB.aR!S FULLY R,9TEQ1 690.64(R)(7)-705.12(D)(7) 696.5l PV SYSTEM AC DISCONNECT A RATED AC OUTPUT CURRENT-AMPS WARNING C AC NORMAL OPERATING VOLTAGE-W VOLTS ELECTRIC SHOCK HAZARD 690,J 4,.600.15.690.34 IF A GROUND-FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY DE UNGROUNDED.AND ENERGIZED, 690;.5(c) INVERTER OFCA-DC CONDUIT(EVERY 10') WARNING:—Eletrrla Shock Hazard INTERIOR/EXTERIOR SF.V REQUIREdIFNT-CHECK IVITH DO NOT TOUCH TERMINALS t0C14 L FNFORCLVG 14GF.N'CY TERMINALS ON BOTH LINE AND LOAD I'I l SIDES MAY DE ENERGIZED IN THE OPEN POSITION f 690,17 I I PY 6YSTEMDCDICR E! D RATED MAX POWER-POINT CURRENT.sfJnAnc Array l JIB C' RATED MAX POWER.POINT VOLTAGE-VDC, MAXIMUM SYSTEM VOLTAGE-1!#IkVDCa,.....SHORT CIRCUIT CURRENT-NN#ADC h90.11(CJ(I),69U.1 s,192S3 �'�• � •. Note;Italicized text shown Inside the boxes is not required to be part of the sign,It Is only for reference. ProlectAddresst Permit Number: Form W.Revised 6•16.12$A9(V3.1) Page 7 of 9 i i { SOLAR PV STANDARD PLAN `%%' f Central Inverter systems for Single Family Dwellings 20. The connection to the breaker panel shall be through a dedicated circuit breaker that connects to the panel bus bars In an approved manner. "Load Side Taps"where the Inverter AC wiring does not terminate using adedicated breaker or set of fuses are prohibited under ANY condition by Section 690.64(S). 21, Per Section 690,64(B)(2), the sum of all overcurrent,protective devices supplying power to the busbar or conductor shall not exceed 120%of their rating, in most PV installations, the breakers feeding the busbar are the main breaker and the heckled PV breaker,Per Section 600.64(B)(7), to utilize the 120%rule, the PV baokfed breaker must be at the apposite end of the main breaker location. For a 100 amp rated bus,this means that the main breaker and the PV backfed breaker shall not add up to more then 120 amps, Fora 200 amp rated bus,the combined ampacity of the two breakers(the main breaker and the PV breaker)shall not exceed 240 amps and so on. The location of the pV backfed breaker must be identified per 590.64(B){7fwith the following verbiage: "1NARNING INVERTER OUTPUT CONNECTION.DO NOT RELOCATE THE OVERCURRENT DEVICE" Where it Is not possible to locate the breakers at opposite ends of the panel bus,the sum of the two breakers is not permitted to exceed 100%of the bus rating. Note: In some cases it may be possible to reduce the size of the main circuit breaker to accommodate the addition of a PV breaker and still not exceed the bus bar rating. This requires that a "load calculation"of the house electrical power consumption be.made in order to see if this is an acceptable solution. 22.Per Section 690.53,a permanent label for the DC power source shall be installed at the PV DC disconnecting means. This label shall show the following:(a)Rated maximum power-point current, (b)Rated,maximum power-poini voltage, (c)Maximum system voltage;(d)Short circuit current of the PV system. (a)Rated maximum power—point current m (this is the actual current in amps produced by the PV system). Multiplvthe tpax vatue from the module nameplate by the number of strings in the system. Imax 3_ -0'7 ( #Of strings Amps. (b) ated maximum powii point voltage(mnn)D(this is the highest operating voltage of the PV system), Multiply the Vtt n value from the module nam�eo�l�to�by the number of modules in the largest string. Y11 U ��x it of modules a�I K-:1 Volts'. (c)Maximum stem yoltaua(see step#10)„_ Volts ,W Nur 194� r (d)Short circuit current of the PV system(module)so from stop:#7 x 1.26). jbg—E-T2x JZ=.1` •1mps. N©te;Aphenolic plaque with contrasting colors between the text and background would meet the intent of the code for permanency.No type size is specified, but,20 point(31W)should be considered the minimum. Project Address; Permit Number. Form##.Revised 0.18-12 Ag.(VV) Page 6 of �NIRS SOLAR PV STANDARD PLAN Centr l Inverter Systems for Single Family Dwellings o PA Jiz/QO ii/Gc�r2T S 10. Calculate the maximum DC system voltage (Shall not exceed the inverter maximum DC input voltage and shall not exceed 600 volts): Maximum number ofmodules per string x Voc , ,( x temperature correction factor t:t 2- a �JtJo•✓ volts _Note- This ormule is intended to provide a close approximation of the maximum DC system voltage possible at the job location under the lowest ambient temperature condition, This result will always:be slightly higher than when using the module manufacturer supplied temperature coefficient. The intent is to alert the Installer that the 600 volt limit is close to being exceeded and is;not intended to provide as accurate a result as the calculation employing the manufacturer supplied ooeRleient. Where the Installer chooses to use the manufacturer's supplied coefficient,approval by the local enforcing agency is required. 11. Calculate the maximum DC current per strin4 to allow for peak sunlight conditions and continuous operation in excess of three hours: Module Isc 8.%5 .i 1.56 = Max amps carried by the conductor. 12. Choosinc a conductor size for the DC source circuits&outputcirgult: Where Type USE-2 or other listed PV conductors are run in free air from the module locations to a junction box or combiner box, the minimum size permitted shall be #12 AWG per the module manufacturers Installation instructions and the conductor material shall be copper. if any part of the wiring from the modules to the combiner box or inverter is to be Installed in a raceway; reductions in the amount of current the conductors can carry may have to be made. Conductors to be installed in a raceway shall be Type THWN-2 or equivalent and the conductor material shall'be copper. To,select the correct conductor size for the PV source circuits from the modules to the combiner box or to the inverter, go to Table A on page 4. Select how many conductors you will have In the raceway and how high above the roof surface the raceway will be mounted. Using the appropriate "Ambient Temperature section for the job location, select the number from the column in Table A that matches the result you entered in item #11, (The number in Table A may be the same or larger than the number in Item#11, but it shalt not he less), Move to the top of the column to see the minimum size conductor needed for this part of the instaildon.Enter the number here for the Source Circuit conductor slze #'_AWG. Note: Per Section 338.12(8)(1), USE-2 shall not be used for interior wiring, Project Address: Permit Number: Fon ftft.ReVised 6 18.12 Ag(V 3.1) Page 2 of e m a� p 5 U 0 V a m O d • O 6 N� N N O n N N COnn a zy a °' E n ONL oO , HE rn� ai — AcyN � � m c y - -&N O r m N N Z N o N O N V pX m �—vo rn'3 Ec° Ewm `a3 m'n �oyE Zi.� ' c most �6myLpO �� W NOS -otv ' asv m o `m c o�Maa3eg � � 3 �� � C U pp W C6 douim 7 LLJ v o �v w /y c ■ 7 Q � W O Noon 0 °u_ U o Z v w O W oG L Q a N Z'R■ z z ® J N C a v m m002 M Ocao� Jr c eN �a O N `o m > ® R LL wQ 6C N N O O m ® U aom Oc +a � z -dol0 C O N aO OyO ONO �„ m c=Oi E n� W ao �Qz aNNa,. w U W w r* W p i a e TileTrac O Patent#5,746,029 t: Tile Roof Structural Attachment The patented TileTraco attachment allows for a structural roof rafter connection with optimal attachment stud location adjustability.Design results in the best looking systems in the industry. Tile Trac"for s-curve Tile Trac®for flat concrete the concrete the (6" Tall Threaded Stud) (4" Tall Threaded Stud) Part#TT-16 T6 Part#TT-18-T4 f D = =s _ . Ylntry's most u� gctive tle •�AlumincfTn cuidtniness tI cmprfienfsf x It pradu�e g �b�ostvn rest taL a d tr ng h --�� rn-ir al m;;tn�l Jab�or p��time''� "—rs'"l��l� Ibs of 3vTf§ arty�`Inkss'e�"rii fl�t�i� t� Requ�es oTrly Sn�Stain�ss.Stee� �-�1,C1 sc{ caches af�bas `�Irea evehJy drstrrlsutes roof � �iags♦SoTt"(malpded) �� � � ', �Toad�andprox�c�es�uf�rcie�ts"e�alpnt-bbgdmc,�a�ea • • ' • The TileTrac® Design Structurally attaches to roof rafter and allows the rail attachment stud to be located at the strongest point of the tile (the crown) where water does not flow. Without TileTrac° With TileTrac° Water Flows High Point/ AMA Crown Support Rail in the Valley of the Tile .1 of the Tile (optimum) • 1 TileTrac® assembly structurally attached • • • • • Rafter Not structurally attached to the rafter Rafter to the rafter Installation steps for both s-curve and flat concrete tile* STEP 1:Select a the in the area of the roof rafter. STEP 2:Remove the tile by pushing and pulling. STEP 3:Using an electronic stud finder(recommended), It is usually held in place by a small nail. or other means,locate the rafter center. Mark a reference point on the tile above. nv Step 4:Seal the initial tile nail hole.Using a 3/16" Step 5:Insert the lag bolt and washer through Step 6:Using a 1/2"socket,install the lag bolt until drill bit and drill guide(FJ-Drill),drill pilot hole the TileTraco and apply fresh room temperature seated.Do not overtighten.The sealant should flow along the rafter center sealant to the base. outward sealing any holes. Step 7:After holting the base to the roof,slide the upper carriage Step 8:Replace the tile by lining up the snap lines Step 9:Using a 3/8"carbide drill bit and ROTARY HAMMER into the correct position underthe crown of the tile.For Flat tile, and mark the drill location accordingly. DRILL in hammer mode,drill through the tile.See online slide the upper carriage near the middle of the tile. video at www.prosolar.corn for details. Step 10:Insert the threaded stud through the file and Step 11:Unbind nuts and remove from stud.Apply UV rated Step 12:Fasten rail with lower and upper tighten with 9/16"wrenches to engage stud with base.Bind sealant between stud base and tile and compress with a 3/8"nuts/washers as shown. two 3/8"nuts(included)using 9/16"wrenches and tighten. 3/8"washer.Apply UV rated sealant around top of washer. *Not recommended for clay or slate tiles. ©Professional Solar Products, Inc.June 2008.TileTrac is a registered trademark and covered under Pat. #5,746,029 i V I N C I & A S S O C I A T E S Structural Engineers CLIENT: Professional Solar Products,Inc, 1551.S.Rose Ave„Oxnard,CA 93033 Tel:805-486.47t Subject. Static load test results for the following, Mountin System Maximum Frame Maximum Frame : Load Equivalent'Wind Speed g Length*(In.) Wldl (in.) (lbs/ft9 (mph)*« Rooffrac0 65(77**) 40 55 135(115**) TESTSMP(as shown In attached drawing detall�.Three modules,as specified above,were bolted to 136"x15"x1.5" Professional Solar Products(PSP)patented RoofTracosupport rails using an assembly of 5/16"Stainless Steel(SS)bolts,SS lock washers and proprietary aluminum clamps and inserts.The RoofTracb support rail was attached to the PSP RoofTraee structural attachment device with a 3/8"SS nut and SS washer at six attachment points.The setup was attached to 2"x6" wooden rafters using 5/16"x 3-1/2"SS tag bolts.The attachment spans consisted of 48"front to rear with structural attachments spaced 48"on center. TEST PROCEDURE(as shown in attached drawing,detall):The test setup was top loaded to 551b1ft2.The setup remained loaded for an approximate period of 30 minutes,The maximum deflection and anysignsof permanent deformation were recorded.The test setup was then Inverted and loaded to simulate the uplift condition.The test setup was re-loaded to•55 Ib/ft2.The setup remained loaded for an approximate period of 30 minutes.The maximum deflection and any signs of permanent deformation were recorded. TEST RESULTS: The maximum top load deflection was recorded at 0.469",with no permanent deformation. The maximum uplift deflection was recorded at 0.313",with no permanent deformation. This document certifies the Roo-TracO mounting system used with modules,as specified above,withstand the stated static pressure load,equivalent to the stated wind speads". The mounting system performed as expected. Sincerely; JamesR.Vinci,S.E, This enoneering reportveritles that Vinci&Associates has provided independent observation for load testing as described in this report. Thotesuitsoftnis load test reflect actual deflection valuas and are generallyaocepted as the Industry standard for testing module:mounting systems. Vinci&Associates odes not field check Installations or verify that the mounting system is installed as described in this ongineenng report. Structural attachment: Lag bolt attaehmentshould be installed using the proper pilot hole for optimum strength,A 5/16"lag bolt requires a-3/16 pilot role. It is the responsibility of the Installer to Insure a proper attachment is made to the structural member of the roof. Failure toseourely attach to the roof structure may result in damage to equipment personal Injury or property damage.The purposed racking system maybe installed on any roof up to maximum of24foot above grade withoutfurther analysis. Racking canbe installed at any location on the roof. Racking shall be Installed into a r of her or blocking with a 5/16"diameter screw at each Fast-lack location, Sorewsshall have minimum of 2%penetration Into framing member forza nd minimum of 3"penetration into framing member for zone S, (zone 3 is defined as the approximately 4'-0"square at each corner of the roof) This off ice does not express an opinion as to the load bearing characteristics of the structure:the mounting system/modules are being lnstalle. b , ICC:accredited laboratory tested structural attachments manufactured by Professional Solar Products (including Fastuackm ile"rra&,and Foamlacka)can be interchanged with this system. Checkwnh local bullding department or AMu for site specific requirements. *Modules measuring within stated specifications and tested to nL1703,or equivalent,are Included In this engineering, **Wind loading values relative to defined load values using wind load exposure and gust factor coefficient 'exposure C' as defined in the 20i2(IBC)/2013(G8G).For 77"x40"module egulvalentwind&peed no 24115 devoted to 116 mph. ***Module tested:64.6 x39,1"x1.8"(shrp) 7iR *. s Est,snow load rating of 3o ib/ftz based 0:1.5 safety feclor.(20 1b/fl2for 77"x 40"module) � P F \ 1337 B. Thousand Oaks Blvd, Ste 114 Thousand Oaks, CA 9 36 Page 1 of 3 T 4 -I< 411 11 ) t 40 48" gin Module Area- 18 ftz each KX max a,mrhaAg �}$Q lb3/ Total module i46 lbs and rail (10 lbs ea.)weight: 155 lbs Number of attachments: 6 ea Weight/attachment point: 26 lbsR" a"` Area: 54 ft' :. Distributed weight: 2.9 Ib/ft' Ll 5/18°Stainless Top Load Deflection: 11.469" �m Steel Hex bolt [2::1845116" Stainless Steel Lock Washer VV na LU Aluminum Pressler � � Inter-ModWie Clamp- I Aluminum ProSolar Up lift Deflection: 0.313" Channel Nut Yi, Aluminum ProSolar RoofTrac&Support Rail E - 3/8"Stainless Steel Hex Bolt and Flat Washer i Aluminum ProSolar patented F40,jack4l)Roof Attachment* 5/16" Stainless Steel Lag Bolt b 1 1f15 and Flat Washer "Lab tested struoturel'attaohments manufactured by Professional SolarCvmducte RooftracO (including Faattackm,ThaTraem,and FoamJacl(s).can be Interchanged With this system. Solar Modules-. ProfessloneY Solar Products.RoofTraom Patent#6,360,491 Static load test Photovoltaic mounting system Page 2 of 3 RT-4 Appmz. 48" FastJacke 2X bracket only to be used between two rows of modules to maintain approx. r. 48"upperto Tower RoofPrace support rail spacing, Approx, 48" Module Area= Fastdack®2X bracken 18 it' each Assembly side view Approx 20"max overhang I*r. 48". 6/16"Stainless Skeet Hex bolt and slit lock washer Total module (46 lb/ea.) Aluminum ProSolar and rail (10Iblea.)weight t 310 Ibs Inter-Module Clamp Number of attachments, 9 ea Aluminum ProSolar NVa g I t/attachment point: 35 Ibs III' I� Channel Nut Area. 108 ft �} Distributed weight, 2.9 lb/fe h Aluminum ProSolar RoofTracO Support t I 3/8"Stainless Steel Hexski s and Flat Washers Aluminum ProSolar Fast lack@ 9X Bracket I ; ( only used between two TOWS of modules) - C Aluminum ProSolar ^— Patented 2 pc FastJack7 Roof Attachment 5116"Stainless Steel Lag TU ati P Solt and Flat Washer C 1Ed "Lab tested structuralettauhmant5 manufactured by Professional Saint Product$ RooffraC" (including Fastlaeke;.TileTraca;and PpamJack't)can be interchanged with this system, Solar Modules **0heukspan suitability with AHfJ as necessary Static load test Professional Solar Products Roof7rac" Patent#6,960;491 Photovoltaic mounting system Page 3 of 3 RT_4 Vr INNGII & ASSOCIATES &iwclur l 6nyineers STRUCTURAL CALCULATIONS FOR PHOTOVOLTAIC ARRAY Williams Re i ence 25545 Mes dge Ct Sun City 2585 4411 m 31115 CN CLIE T: I r Service Center O O: 09-3457 1337 E.THOUSAND OAKS BLVD, STE 114 - THOUSAND OAKS, CA 91362 p 805.496.2100 m f 805.496.2442 � e vinci@VinciSE.com DATE: 4/1/2014 VINCI & ASSOCIATES SHEET: 1 PROJECT: Williams Residence '31mcluml ingineens JOB NO.: 09-3457 25545 Mesa Edge Ct 1337 E.THOUSAND OAKS BLVD,STE 114 •THOUSAND OAKS,CA 91362 ENGR.: JRV Sun City CA 92585 p805.496.2100 • f805.496.2442 • evinci@VinciSE.com CLIENT: Solar Service Center DESIGN DATA: ROOF DESIGN LOAD: ROOFING ( Concrete Tile ) = 12 psf SHEATHING = 2 ROOF RAFTERS/TRUSS = 2 MISCELLANEOUS = 1 ROOF RAFTERITRUSS DESIGN DEAD LOAD = 17.0 psf CEILING & INSULATION = 3.25 MISCELLANEOUS = 1.25 DESIGN DEAD LOAD = 21.5 psf DESIGN LIVE LOAD = 20 psf DESIGN SNOW LOAD = 0 psf WIND DESIGN CRITERIA: BASIC WIND SPEED = 110 mph WIND EXPOSURE = C NUMBER OF STORIES = 2 SOLAR MODULE Solar Module Width: = 39.6 in Solar Module Length: = 64.8 in -- Solar Module Dead Load = 2.7 psf _ Number of PV Modules = 13 Number of PV Mounts to Roof = 33 Solar Module Vertical Support Point Load: 7.02 ft2 (See sheet 1) x 2.70 psf = 19.0 Ibs TOTAL AREA OF ADDED SOLAR PANELS ( 3.30 ft x 5.40 ft ) X ( 13 Modules ) = 231.7 ft2 DATE: 4/1/2014 VINCI & ASSOCIATES SHEET: 2 PROJECT: Williams Residence 131MC1111VI 612giaeePS JOB NO.: 09-3457 25545 Mesa Edge Ct 1337 E.THOUSAND OAKS BLVD,STE 114 -THOUSAND OAKS,CA 91362 ENGR.: JRV Sun City, CA 92585 i,805.496.2100 - i 805.496.2442 • evinci@VinciSE.com CLIENT: Solar Service Center DESIGN CONNECTION TO ROOF TO RESIST WIND UPLIFT 5/16'SS BOLT REFER TO NEXT SHEET FOR p UPLIFT FORCE CALCULATIONS %J6 Solar Panel ZONE 2 UPLIFT = 42.1 psf -2.7 psf Channel Nut 1��"-e%«.ded Aluminum Net Uplift = 39.4 psf support Rail 2.54 Connections per Module (MIN) ethane roof' 3/s'sSAILT6esa 13 Modules, 33 Connections m hole in tilt Therefore -Trib Area = 17.8 / 2.54 UPLIFT/ CONN. = 7.0 ft2 x 39.4 psf Concrete T-de = 276.8 Ibs/conn PER 2012 NDS (TABLE 11.2A) anchio PALLow = 258 Ibs/in x Cox C1 Plyarood for (1) 5/16" lag bolt , WITH 2.00" PENETRATION INTO JOIST PALLow = 2.00 " x 413 lb/in C = 825.6lbs > 277lbs Therefore O.K. 5/16's 3'88 Lag FACTOR OF SAFETY: F.O.S. = 2.98 > 1.5 Therefore O.K. ZONE 3 UPLIFT = 63.1 psf - 2.7 psf ZONE 1 UPLIFT = 25.3 psf -2.7 psf Net Uplift = 60.4 psf Net Uplift = 22.6 psf 2.54 Connections per Module (MIN) 2.54 Connections per Module (MIN) 13 Modules, 33 Connections 13 Modules, 33 Connections Therefore -Trib Area = 17.82 / 2.54 Therefore -Trib Area = 17.8 / 2.54 UPLIFT I CONN. = 7.0 ft2 x 60.4 psf UPLIFT I CONN. = 7.0 ft2 x 22.6 psf = 424.3 Ibs/conn = 158.9 Ibs/conn PER 2012 NDS (TABLE 11.2A) PER 2012 NDS (TABLE 11.2A) FALLOW = 258 Ibs/in x CD x Ct FALLOW = 258 Ibs/in x CD x Ct for (1) 5/16" lag bolt for (1) 5/16" lag bolt WITH 2.00" PENETRATION INTO JOIST WITH 2.00" PENETRATION INTO JOIST FALLOW = 2.00 " x 412.8 lb/in FALLOW = 2.00 " x 413 lb/in = 825.6lbs > 424lbs = 825.6lbs > 159lbs Therefore O.K. Therefore O.K. FACTOR OF SAFETY: FACTOR OF SAFETY: F.O.S. = 1.95 > 1.5 F.O.S. = 5.20 >, 1.5 Therefore O.K. Therefore O.K. VINCI & ASSOCIATE* "^;�eO ;,;;;�; PROJECT: Williams Residence PAGE: 3 "••• 1.1 •'••• CLIENT: 25545 Mesa Edge Ct,Sun City,CA 92585 DESIGN BY: JRV JOB NO.: 11-3457 DATE: 04/01/14 REVIEW BY: - Wind Analysis for Low-rise Building,Based on ASCE 7-051 IBC 20091 CBC 2010 /ASCE 7-101 CBC 2013........... INPUT DATA Exposure category(B.C or D) C Importance factor,pg 77,(0.87,1.0 or 1.15) 1 = 1.00 Category 11 Basic wind speed(IBC Tab 1609.3.1 V.) V = 110 mph Topographic factor(Sec.6.5.7.2,pi;26&45) Ka = 1 Flat c t Building height to save ha = 19 it Building height to ridge h, = 24 It Building length L = 145.9 ft CIS Building width B = 47.7 it Effective area of components for Solar Panel area) A = 17.82 r12 DESIGN SUMMARY Max horizontal farce normal to building length,L,face = 17.04 kips Max horizontal force normal to building length,B,face = 18.63 kips Max total horizontal torsional load = 113.44 ft-klps Max total upward force = 41.60 Was ANALYSIS Velocity pressure qh=0.00256 Kh Ka K4 V21 = 24.01 psf - where: qh=velocity pressure at mean roof height,h.(Eq.6-15.page 27) Kh=velocity,pressure exposure coefficient evaluated at height,h,(Tab.63,Case 1.pg 711) = 0.91 Kw=wind directionality factor.(Tab.6-4,for building,page 80) = 0.85 In=mean roof height = 21.50 it <60 ft,[Satisfactory] <Mln It.,B),[Satisfactory] Design Pressures for MWFRS P=qh[(G Cpi)-(G Cpi)] where: p=pressure in appropriate zone.(Eq.6-18,page 28). pp°p= 10 pat(Sec.6.1.4.1&6.1.4.2) G Cpr=product of gust effect factor and external pressure coefficient,see table below.(Fig.6-10,page 53&54) G C,=product of gust effect factor and Internal pressure coe0icient.(Fig.6-5,Enclosed Building,page 47) 0.18 or -OAS a=width of edge strips,Fig 6-10,note 9,page 54, MAX[MIN(0.113,0.1 L,0.4h),MIN(6.048,0.04L),31 = 4.59 ft Net Pressures s ,Basic Load Cases Net Pressures ,Torsional Load Cases Roof angle e = 11.84 1 Roof angle e = 0.00 Raof Brief) = 11.84 Sudxe Net Pressure weh Nat Pressure wial Slxface DD r Net Presque with G('Tr (+GCpI) (-GZ0 DCPr (+GCpI) ('GO'.) ° (+GCpI) (-GCpI) 1 0.46 6.71 16.35 0.40 528 13.93 1T 0.46 1.68 1 3.84 2 -0.69 -20.89 -12.25 -0.69 .20.89 -12.25 2T -0.69 5.22 -3.06 ._ 3 -0.42 -14.41 5.77 -0.37 -13.21 -4.56 3T -0.42 3.60 -1.44 4 -0.35 -12.82 A.17 -0.29 -11.29 -2.64 4T -0.35 3.20 -1.04 1 E 0.70 12AI 21.05 0.61 10.33 18.97 Roof an Is 0 = 0.00 2E -1.07 -30.02 -21.37 -1.07 30.02 -21.37 Surface O C I Net Prewaureweh 3E -0.60 -18.80 -10.16 -0.53 -17.05 -8.40 ° 4E -0.53 -16.95 -8.30 -0.43 •14.65 -8.00 L4T 0.40 1.32 3.48 5 -0.45 -15.13 -6.48 -OA5 -15.13 5.48 -0.69 -622 -3.06 6 -0.45 -15A3 .6.48 -0.45 -15.13 -6.48 -0.37 3.30 -1.14 -0.29 -2.82 -0.66 s xE z a x x axlE xl3 wuraur ar y n xr x u u x Dr \_ 6 1\ �iq 1[ {�_r 8x /q •\_e ,E_ _ li fi 5 I 3 5 9 I RFRMNCE CD,MER Ir IC RPEAFH[,C.. IE IE RPEPENCE[gtxER RfmIPILE dWNER �WM DiRFCrtlx °MIND paELmN �wWO ewECMI °�wX0 M1ELxd1 Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases , I , 1 Basic Load Cases in Transverse Direatlon Basle Load Cases in Longitudinal Direction - Area Pressure It with Are e Pressure k wih Surface Sulfate (a)s (4'GCPI) ('GCPI) In) (+OCPI)T (-GCPI) 1 698 4.68 10.71 1 842 4.46 11.73 2 895 -18.69 -10.96 2 903 -18.87 -11.06 ^'^ - 3 895 -12.00 -5.16 3 903 -11,93 -4.12 4 698 -8.94 -2.91 4 842 -9.51 -2.22 1E 174 216 3.67 1E 183 1.89 3.48 2E 224 -6.71 -4,78 2E 215 -6.46 -4.60 3E 224 -4.21 -2.27 3E 215 -3.67 -1.81 4E 174 -2.96 -1.45 4E 183 -2.68 -1.10 - E Hori 17.04 17.04 E Horiz. 18.53 18.63 Vert. 41.60 -22.68 Vert. -40.06 -21.13 Min.wind Horiz. 11.02 11.02 Min.wind Horiz, 10.26 10.26 Sac.G.1.4.t Vert. -21.89 -21.891 Sec.6.1.4.1 Vert. 1 -21.89 -21.89 Torsional Load Cases in Transverse Direction Torsional Load Cases In Longitudinal Direction Area Pressure k withr4O n ft-k Area Pressure k wlih T.Mlon a-k Surface Surface - (ftx} (+GCPi) FGCnI) (-GCnI) (a') (*GCPI) FGCPI) (+GCP1) ('GGPI) 1 262 1.75 4.02 37 1 330 1.74 4.59 12 33 2 336 -7,01 -4.11 -8 2 688 .14.37 -8.43 34 20 3 336 -4.84 -1.94 4 3 688 -9.09 -3.14 -21 -7 4 262 -3,35 -1.09 10 4 330 -3.72 -0,87 27 6 SE 174 2.16 3.67 67 1E 183 1.89 3.48 36 67 2E 224 -6.71 -4.78 -18 2E 215 -6.46 -4.60 15 11 3E 224 -4.21 -2.27 9 3E 215 -3.67 -1.81 -9 -44E 174 -2.96 -1.46 27 4E 183 -2.68 -1.10 52 21 1T 436 0.73 1.67 -8 -19 1T 513 0.68 1.79 -8 _..-20 2T 559 -2.92 -1.71 7 4 2T 903 -4.72 .2.77 -22 -13 3T 559 -2.01 -0.81 -5 -2 3T 903 -2.98 -1.03 14 5 4T 436 -1.40 -0.48 -16 -5 4T 613 -1.45 -0.34 -17 -4 Total Horiz.Torsional Load,MT 10 5 105 Total Horiz.Torsional Load,Mr 113.4 113.4 Design Pressures for components and cladding ar z__x _1a �I a le=�1h((G Cp)•(G CPI)) where: p=pressure on component. E 6-22, 28 i s s l,•a^° z l _ -.1 l x a P ( 4 P9 ) IP.Ia= 10.00 psf(Sec.6.1.4,2,pg 21) i GGv external pressure coefficient. Walls '~' ?ac ? s see table below.(Fig.6-11,page 55-58) Roof oni• Roof o, Effective 2one1 Zone Zone3 Zone Zones Area(W) GGry -GCP GCry -GC,. GCry •GC> GCry -GC' GCry -GCry Camp. I 17.82 1 0.45 1 -0.87 1 0.45 1 -1.67 1 0.45 1 -2.45 1 0.96 1 -1.06 I 0.06 1 -1,31 Camp.&Cladding Zone I Zono2 Zone Zone ZorFrS Pressure PoaNivv N ea- "er. No eevv Poxllivo Nv afto PueiNVv Nv ,diw Pvalevv Nv.tr a (psf) 15.12 -25.33 15.12 1 -42.13 1 15.12 1 -63r14 27.27 1 -29.67 1 27.27 1 -35.81 Note: if the effective area is roof Solar Panel area,the only zone 1,2.or 3 apply. DATE: 4/1/2014 VINCE & ASSOCIATES SHEET: 5 PROJECT: Williams Residence c51r claral Cagmeera JOB NO.: 09-3457 25545 Mesa Edge Ct 1337 E.THOUSAND OAKS BLVD,STE 114 •THOUSAND OAKS,CA 91362 ENGR.: JRV Sun City, CA92585 p605.496.2100 • f805.496.2442 • evinciQVndSE.mm CLIENT: Solar Sery ce Center LATERAL FORCES: (Base Shear Calculations - 2013 CBC) SEISMIC: Site Class: D (Use D if unknown) S1= 0.600 (USGS Software) Ss= 1.50 (USGS Software) F = 1.5 (Table 1613.5.3-2) Fa= 1.0 (Table 1613.5.3-1) I = 1.0 (Table 11.5-1 ASCE 7-10) R = 6.5 (Table 12.2-1 ASCE 7-10) SMs = Fa * Ss = 1.5 (Eq. 16-37) SIDS = '/3*SMs= 1.00 (Eq. 16-39) SM1= F�*S1= 0.9 (Eq. 16-38) SDI _ '/3*SMi = 0.60 (Eq. 16-40) TL= 8 s (Figure 22-16 ASCE 7-10) T= C1* (hn)' = 0.182 s (Eq. 12.8-7) C1= 0.02 (Table 12.8-2 ASCE.7--10) hn = 19.0 ft x = 0.75 (Table 12.8-2 ASCE 7-10) **GOVERNS** VMiN = ( SDs) /( R/ I) = 0.15 W (Eq. 12.8-2 ASCE 7-10) NEED NOT EXCEED: IF T <_TL USE: V = ( SDI)/T*( R/1 ) = 0.51 W (Eq. 12.8-3 ASCE 7-10) IF T>TL USE: V = ( SD1)*(TL) /T'*( R/1 ) = 22.29 W (Eq. 12.84 ASCE 7-10) SHALL NOT BE LESS THAN: V = 0.01 W (Eq. 12.8-5 ASCE 7-10) Design Maps Summary Report Page 1 of 1 //-- Io ELM Design Maps Summary Report User-Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) '.. Site Coordinates 33.727980N, 117.21432OW Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III 2mi NY6Vp .. Orris Homeland ® 0 s I i ' N0RYA . OWarm Springs frf Monifoe M C RCanyon Lake " I O O Elsinore o- ©ma®uest Lakeland _, 020141 O MapQaeaY USGS-Provided Output Ss = 1.500 g S s = 1.500 g Sm, = 1.000 g S, = 0.600 g SN, = 0.900 g Sm = 0.600 g For Information on how the SS and S1 values above have been calculated from probabilistic(risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP" building code reference document. MCEN Response Spectrum Design Response Spectrum 1.6s 1.50 Lid 1.39 0.99 1.20 0.98 1.05 0.77 0.90 _� 0.66 0.75 0.55 0,60 0." 0.65 0.22 0.30 0.22 0.15 0.11 0,00 0.00 0.00 0.20 O.40 0.60 0.6O 1.00 1,20 1.40 1.60 1.20 2.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.90 2.00 Period, T(sec) Period,T(sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty,expressed or implied, as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. http://ehpl-earthquake.cr.usgs.gov/designmaps/us/summary.php?template=minimal&latitud... 4/l/2014 DATE: 4/1/2014 VINICI & ASSOCIATES SHEET: 7 PRodEcT, Williams Residence 61rucfara/vngi eery JOB NO,: 09-3457 25545 Mesa Edge Ct 1337 E.THOUSAND OAKS BLVD,STE 114 -THOUSAND OAKS,CA 91362 ENGR.: JRV Sun City, CA 92585 p805,496.2100 • f805A96.2442 • ednci@VinciSExom CLIENT: Solar Service Center LATERAL FORCES 2013 CBC: TWO STORY STRUCTURE F1 7 hr= 5.0 ft SEISMIC BASE SHEAR: V= 0.154 W (SEE PREVIOUS) F2 1-h2 = 9,0 ft h2 = 10.0 ft F1': ROOF= 22 PSF F2': FLOOR = 15 PSF WALLS = 7 TRIG 2No FLR WALLS = 7 28.5 TM 1ST FLR WALLS = 7 x 0.154 29 4.38 PSF x 0.154 " 4,46 PSF F1 = F2 (F1' x h1) = 5.76 psf (F1' xh1)+ (F2' xh2) F2 = F1' + F2' — 8.85 psf WIND LOADS: Governs ps= Akztlwps3o (Eq.6-1) A= 1.21 Ps30A= 11.50 psf psA 1'3.94 psf Iw= 1,00 ps39B= -5.90 psf psB -7,15 psf k,1= 1.00 p930C= 7.60 psf psc 9.21 psf ps330= -3.50 psf psD -4.24 psf TOTAL F1: (5 ft+9 ft/2 )x(13.938 psf+7.1508 psf 200.3436 plf >> 200 plf F2: _ (9 ft/2 + 10 ft/2)x(13.938 psf+7.1508 200.3436 plf >> 401 plf DATE: 4/1/2014 VINCI & ASSOCIATES SHEET: 8 PROJECT: Williams Residence 61ruchi al Cngineert JOB NO.: 09-3457 25545 Mesa Edge Ct 1337 E.THOUSAND OAKS BLVD,STE 114 •THOUSAND OAKS,CA 91362 ENGR.: JRV Sun City, CA 92585 p805,496.2100 • f806A96.2442 • evinci@VlnciSE.com CLIENT: Solar Service Center CHECK IMPACT OF NEW SOLAR PANELS ON SEISMIC LOAD I � I � 0 0 0 0 U o - TOTAL ROOF AREA: ( 45.9ft x 47.7ft ) + ( 25.2ft x 8.1 ft ) + ( 9.9 ft x 23.4 ft ) + ( 0.0 ft x 0.0 ft ) = 2625.21 ft2 EXISTING ESTIMATED SEISMIC LOAD (BASE SHEAR) 2625.21 ft2 x 5.76 psf = 15123.6 Ibs AREA OF ADDED SOLAR PANELS ( 5.40 ft x 3.30 ft ) X ( 13 PANELS ) = 231.7 ft2 WEIGHT OF PANELS: 2.7 psf ADDED SEISMIC LOAD: 2.7 psf x 231.7 ft2 x 0.15 = 96.2 Ibs % INCREASE = 96.2 = 0.6% < 5% 15123.58478 Therefore O.K. COMPANY PROJECT _ ® VINCI&ASSOCIATES WoodWorks® Structural Engineers VlnciSE.cem somvurroa wood oestW Apr.1,201410:08 Check Existing Truss Design Check Calculation Sheet Woodworks Slrar 10.1 Loads: Load Type Distribution Pat- Location tftl Magnitude Unit tern Start End Start Entl Roof DL Dead Full Area ITo 17. (24. )• psf ,.Of LL Impact Full Area No 20.00 (24.0)' psf PV1 Dead Point No 1.50 19 Its PV2 Dead Point No 5.50 19 its PV3 Dead Point No 1.00 19 its PV4 Dead Point No 11.00 19 ibs 5e if-vei ht Dead Full DEL No 1.2 if 'Tributary Width (in) Maximum Reactions(Ibs) and Bearing Lengths(in) : y� 15.89' 1 I 0 1 8, 15' Unfactoretl: 105 Dead 1 3 64 � Impact 152 52 33939 130 Factored: Total 315 704 215 Bearing: 0.60 0.50• Length 0.50' Min req'd 0.50• 0.60•" 0.50• 'Minimum bear no long N seffino u ad,1/2'for end supports and 1/2'for interior su rts "Minimum bearing length governed by the required width of the supporting member. Lumber-sofi D.FIr-L,No.2,2x4(1-1/2"x3-112") Supports:All-Tlmber-soft Beam,D.Fr-L No.2 Roof Joist spaced at 24.0'ctc;Total length:15.89';Slope:18.0 deg: Lateral support:top=full,botmm=at supports;Repetitive factor.applied where permitted(refer to online help): Analysis vs.Allowable Stress(psi)and Deflection(in)using NOS 2012: Criterion Analysis Value Desi n Value Anal sis/Desi n Shear ry 50 Fv' - 162 fv Fv• _ 31 Bending(+) fb = 540 Fb' - 1397 fb/Fb' - 0.39 Bendinq(-) fb - 1950 Ph' = 2593 fb/Fb' = 0.75 Def leC6ion: Interior Dead 0.12 = L/761 Live 0.12 - L/741 0.37 = L/240 0.32 Total 0.24 L/375 0.49 - L/180 0.48 Cantil. Dead -0.06 - L/208 Live -0.05 - L/235 0.11 = L/120 0.51 Total -0.11 - L/110 0.14 - L/90 0.81 Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012),the National Design Specification(NDS 2012),and NDS Design Supplement. 2.Please verify that the default deflection limits are appropriate for your application. 3,Continuous or Cantilevered Beams:NDS Clause 4.2.6.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5.SLOPED BEAMS:level bearing Is required for all sloped beams. 6.FIRE RATING:Joists,wall studs,and multi-ply members are not rated for fire endurance. 7.The critical deflection value has been determined using maximum back-span deflection.Cantilever deflections do not govern design. ; SSSZ6. a<42pa uvaW q5 ! 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I, -----, I \ ~-- �� I � ----- � - � � I y � I 2 ^ � - - - �• - - - � - - - — • + \ -, o { \_ \ } , ; � 0:->=3au3swm x 585Z6'va�Ap�unS ID a2P9 v"W 51,597 cI B o M M s:ormwuwxabwan btei%p3AWI g35KiAlb]L�ltllltll � `o „ N vaz«v�%Wda rxrvoxs .. aJuapTsag SUIBiIlT1A puelo-a $ < < v o N Q i3tusamnrrsst o ® z pulaQ 2upunow jarg u s a uopelpisul umsAS aitillonololqd NO --- ----- ----- ---- - - --- --- - Q _ z v rGYS F G ti r V v Z o o aF' ec _I W ce K _ 0 o Z w^ _ , © °°� -mom°`` / _ \ \ � _ ) «§ _ P!sald swap « ` } o / «\ ! ! § } CDJolos" �U mm� �u S e, « # o +u m �msmq° a ; § Di } / . \ ( 2 2 = §! 0 ] } -\ # ; o { ! \ \\ \ ` 0: « . z R 0 ~ \ \} \ > ! \ } \ I ƒ - ! e / ( , \ � � A New Photovoltaic System For Roland Williams Residence C � aa U C� V - - - - - - � �I Index: M�N� 0 H Z's y w 000 Titl��heet OGpP�� 0 1 A- .' Gf v , ry P e Pt o... C`,` pig a Line Diagram __�_ p _ wo\-DN 0, qvo, sting tails OXAIU �� __ V �� •. Q�,1^`_ 00`'4` TdetraaccJCon i 005 69%a i Analysis eaQe °(G 0\40System Watt Rath Ott.0��"e��te� ��ekeQ be Cole B. Williams L ,�J ^' sh �0 ��slo So sM 3.25 KW-DC Fuww,a -rrya� 007 Po"L&& 0li �10`�aQQioveaQ ° Systerd Size .nn°a\ air �Sse I0 cific;tU101 et -- 1 (ova\0 ao�a`0a I t\ � ��9U\a��°y�Ce°r°BpQ�figQc,fication Sheet � L 01 t pecifications Sheet Q \1 1 Oil Photovoltaic Signage Diagntm oc 012 Tile Trac Specifications Sheet Ct Vicinity Map t , 013 Structural Engineer Report General Notes: -C V P d that 4uire U 1. All electrical work shall be in accordance with the 2013 CEC and 2011 National 28. Per section R314 and R315 of CRC 2013,it is required � r Electric Code(NEC),local municipal code,and local fire district regulations. 16. NEC Art.690.17 each ac disconnect shall also be labeled with:"Warning- smoke alarm and carbon monoxide detectors are retrofitted in Electrical Shock Hazard-Do Not Touch Terminals.Terminals on both line and to the existing dwelling for permit with repairs or additions M 2. All equipment shall be listed and labeled per recognized electrical testing laboratory g g P p � rq and installed per the listing requirements and the manufacture's Instructions. load side may be energized in the open position".Label shall be Vs:4"minimum exceeding$1000. a 3. All inverters shall be UL98 standard and UL1741 listed compliant and shall be with UV resistant white letters on red background. 29. Working clearances around the existing electrical equipment as inspected by local utility before commissioning,resting,and operation of the system. 17. DC disconnect at the inverter will be readily accessible after the insnllation is well as the new electrical equipment will be maintained in pij 4. All outdoor equipment shall be minimum NEMA 3R,including outdoor mounted complete per 2013 CEC Arc690.14 where terminals.of the disconnecting accordance with CECI10.26 •^r "d transition boxes,combiner boxes,and switches. means may be energized in the open position.Provide a warning sin of the City of Menefee W p P g 30. Adequate spacing tuns[be maintained betwe r n p CZ 5. All equipment shall be properly grounded per the requirements of NEC Arc 250,690. hazards per 2013 CEC Art.690.17 vents extending through the roof and the underside of the Dept. � '� 6. NEC Arc 690.9(a).all circuits connected to more that one source shall have 18. Contactor to provide ground fault protection for roof mounted photovoltaic photovoltaic panels(6"min recommended). Q overcurent devices located so as to provide overcurrent protection from all sources. arrays located on dwellings per 2013 CEC Art690.45 APR 2 9 2014 7. NEC Arc 690.18 due to the fact that PV modules are energized whenever they are 19. Where more than one nominal voltage systems exists,the different systents shall 0 rF exposed to light,PV contactor shall disable the array during installation and service be identified by phase and system per 2013 CEC Art.690.15. trt r by shot[circuiting,open circuiting,or covering the array with an opaque covering. 20. Provide an accessible disconnect device that is lockable in open position and is N 8. Photovoltaic system shall be backfeed the distibution system on site per the located within 5'-0"of the meter per local electrical utility regulations. Contact Information: A-d requirements of NEC An.690.64(b).All backfeed breakers shall be identified as such 21. Photovolmic source currents must be rated at both 125%of the parallel module and shall be secured in place by an additional fastener per the requirements of NEC and at a continuous load of another 125%for a total of 156%of the load. Homeowner:Roland Williams-25545 Mesa Edge Ct. 408.16(0(408.36(0 in 2011 NEC. 22. Provide permanent plaque or directory providing the location of the service Sun City,Ca.92585-Tel 951-322-6250 9. Fall arrest protection per OSHA requirements shall be provided for all roof work. disconnecting mean and the photovoltaic system disconnect means if they are Designer/Contractor:Cole B Williatns72227 Adelaid St. 10. All conductors and termination shall be rated for 90°C minimum. not in the same location per 2011 NEC Arc690.56.CEC 705.10 Legal Description: Thousand Palms,CA.92276-Te1760.391.7270 IL NEC Art.690.56(b)a placard shall be provided on the exterior and the interior of the 23. Installation of PV panel arrays should resist sliding and pop-up resulting from APN a 335-090409 utility main service disconnect location with the following text"Caution Solar Engineer: James R.Vinci-1337 E.Thousand Oaks Blvd. seismic events and should comply with CBC section 1613A and ASCE LOT s N/A Photovoltaic(PV)System Installed.when power disconnected,solar PV modules and Ste 114,Thousand Oaks,Ca.91362- st is recommended 7-05 chapter 13. TRACT U N A wiring in conduit to inverter may remain energized during daylight hours. 24. It is reconunended to install the PV array such that general shading of the PV Tel 805.496.2100 photovoltaic system disconnects are located in the PV equipment room. Approvals Date modules between 9:OOazrv3:00pm wn: 1.Martinez 03-25-14 12. NEC Arc System E each Emergency disconnect shall be labeled with:"Solar irmn Photovoltaic solar time is minimized and localized shading due to pluming or air dents is Occupancy Group: R3 &U Power System Emergency DC Disconnect". Libel shall be 1"x4"minimum with UV Signature minimized. resistant white letters on red background. 25. Drawings in general are diagrammatic and indicate general arrangement of the Checked:L.Figueroa 03,25,14 13. is not d breaker shall be h the bottom of the panel or a[the end of due anon .r this equipment and work Included. Construction Type: VB Signature is not possible f install 1 the breaker without changing something,calculation for the 26. The intension of the drawings is to indicate size,capacity-,approximate location yy panel shall drop from 12 ad%to within Project Nn, 14-22 2 and general relationship,but not exact detail or physical placement J 14. No attachment shall be made within 6"of any truss plate. Project Shall Comply With; ' 15. Permanent labels shall be provided,no sharpie marking will be allowed within any 27. Field verify exact AC rating required of the main switchboard service panel(s)." from local utility company. 2013 CBC, 2013 CMC,2013 CPC,2013 CEC,2013 CRC Sheet No. 2011 Title 24 Energy Standards, 2011 NEC 000 L ote: G w e The mounting location must not be exposed to (` direct solar irradiation. Direct solar irradiation dcYe C� o gN W can overheat the inverter.As a result, the inverter y eSa b O 9 a W �1 LA ` reduces its power output. Nam o DrivewayContractor: Cole B. Williams Revisions Date r J Revision#1 0+17-14 F— --1 Revision s2 Q 00 xisting 225-amp Electrical Panel U U Ln Ln New Utility Lockable AC Disconnect $- adjacent to the Main Electrical Panel �M 4� New Utility Lockable AC Disconnect N U adjacent to the inverter. ° SMA Sunny Boy S OUS- 2 inve " (n U 1 ro to be located inside of structure (garage) to (� d ° °b lain with shading requirements. U ,� C r „U� no m 3 3 ° m CC 71 ® I 4—) 7:� m o ° p p �° N° locations for solar electric array 13 Trinasolar TSM-255PA05 250-WATT solar panels are Legal Description: shown. APN a 335-490,009 Panels face azimuth 180° LOT#N/A TRACTaN/A Tilt 180 Approvals Date an"In: 1.Maninez 03-24.14 3.25 KW-DC System Rating(2.8 KW-AC) Signature Checked:L. igueroa 03.24-14 Roof is a two story roof with a sloped concrete the Signature surface roof mounting racks for solar modules- are Scale: 1"=20' — — � professional solar products�� Project No.roof-trac" see attached lq,-232 — — _ _ _ _ _ sheets for mounting rack engineering details. No. sheet Property Line 001 LConuctor Amp enq+Cnrrtction Factor Conduit Fill Deratina Adjusted 3,250 Watt DC(2,863 Watt AC) One SMA America:SB4000US-12 Location Wire and Conduit Schedule Amps Multiplier Req. Wire Wire Ratindg per NEC er NEC table310.16 au, Fanor per NEC rableConductor o°dLn Conduit Amps Gauge Type Tnble 310.16 3 310.15 B 2 A Ratin We Size b Solar Electric Array Grid-tie inverter(1 ea) a 1 Module to Module 8.85 125 11.0 NO. USE-2 40 AMP 0.37 N/A 34a AMP N/A N/A we4io 13 Trinasolar Modules Input:250 to 480 VDC U ¢¢a cg 250-Watt Modules Output: 4000 Watts may Module to Combiner Box 8.85 1,25 Il0 NO.10 USE2 40AMP 0.87 a58 20.1 AMP N/A N/A CB Co hnetter 16.6 1.25 20.7 NO.lO THWN2 O _ � ul ModelNo.TSM•250PAQ5 Output efficiency:96.8% 40AMP aa7 N/A BAMP EMT /a u Inverter to AC Disconnect 16.6 L'5 '_0.7 NO. THWN-2 55AMP 0,g N/A .g EMT 3/4 Individual Module Rating: 240 VAC, 17 Amps max AC Disconnect to AC Disconnec 16.6 1.25 20.7 NO.8 THWN-2 55 AMP <a _ Z Ptc=227.5 Watts integrated CFCI and DC/AC o. N/A AMP E. 3/4 � ,� Voc=37.6 VDC Disconnects 6 AC Disconnect to Main Panel 16.6 1.'_5 20.7 No,8 HWN2 55 AMP 0_g N/A ,M EMT 3/4 tA tA �,I R Ise=8.85 Amps G.E.C.1#6 THWN-2 GEC '� Weeb �� Ov Go,,mdin# 1 Inverter with Wi<I,er Combiner Box 1 strings of 13 2#10THWN-2 tractor: #6 AWG GEC _ 3/T Conduit - - - - - Cole B. Williams #TM SE Z L J Revisions Date Refer to note no. 6 t#6 AWG GEC Revision#1 01-31-14 Table A:Maximum Allowable Arapacity,of conductors Installed in a circular raceway, Revision#2 exposed to sunlight,on or above rooftops Number of current eni ee Solar PV Standardn XAC carrying conductors Height above Highest am ter up.tep. 35°C to 40°C .I 120%Rule: in a raceway rooftop 12 AWG 10 AWG 8 AWG 6 AWG 4 AWG 225 Amp Electrical Service X 120%= 4 to 6 Conductors Above 0.5" 270 Amp-200 Amp Main Breaker= tog 5. 17 23 32 44 55 U 70A>25A-2p Breaker OX M00 Main breaker to be loc I M N at the end of buss Method of Connection Backfed Breaker Adjacent to Main Adjacent to Inverte 225A Main Service Panel Inside of Garage B°;s-bat 30 Amp, 250 VAC 30 Amp, 250 VAC 200A Main Utility Lockable Utility Lockable I -J �r q Breaker Knife Blade Type Knife Blade Type r4 Cd to Fused(AC)Disconnect Fused(AC) Disconnect (NEM 6.3 and NEC 690.17) (NEM 6.3 and NEC 690.17) 25A 2-1? © rn Existing. 2#8THWN-2 25A 2-P 2#8THWN-2 2#8THWN-2 (n r Main Load 1#6 AWG GEC 1#6 AWG GEC 25A 2 l#6 AWG GEC _ O ,� Center - 0 - - - - - - - - - - r) Utility Grid 6 6 CITY DF ENIFEIENT 0 120/240 Input Irreversible a SAFETY DEPA N Utility Crimp Connection Existing G A A-4 Bidirectional to existing SVC Ground BU4N A Meter G.E.0 PPROVAL ep rate DC Electrical Notes: Neutral PLAN A ounding Electrode Legal Descriptions 1. See Photovoltaic Signage Diagram for verbiage and signage locations. DATE APN#335490-009 2. All electrical work to be done in accordance with latest edition of the California Electrical Code. REVIEWED BY LOT#N/A TRACT#N/A 3. All electrical conductors exposed to the sun shall be approved for exposure to sunlight (NEC 300.6C1, 310.8D) a�an{or,oran Approvals Date 4. All electrical utilization equipment on DC side of system shalt be listed for use in DC circuits. # "rwal of these plans shall not be construed ltytatead►Y Drawn: L Martinez 03-24-14 5. All conduit will be external, attics ace will not be altered in an way. AI* rovnions of thefedera Signature p ° Y Y approval of,any violation of any P roved plans mustbe kept on the Checked:L.Figueroa 03-2414 6. All photovoltaic system conductors of the roof will be 90 C rated. tuolations and ordinances.thisset of approved signature 7. Notify serving utility before activation of PV system. , , t,l romnletinn. scale: NTS 8. When a Backfed breaker is the method of utility interconnection, breaker shall not read "Line and Load". I_ Project No.14-232 9. Continuous grounding method through Prosolar railing sheet No. 10. Project shall comply with 2013 CBC, CMC, CPC, CRC, 2011 NEC, and 2013 CEC. 002 1 M GU � [r� W ygj V ��i1liFOl Vvi V 2 W V v — Contractor: 1 Coe B. Williams Revisions Date Revision al 48.0 Truss @ 24" O.C. Revision sZ ctU 'Ono Cn 480 Professional Tiletrac J I I I I I I I I I I I I I I I I stanchion, attached to I C I trusses using 5 " v lag screw Cd w 48.0 Professional solar o r U ct C products aluminum o ° Ln support rails, attached s� N to Tiletrac stanchion Legal Descriptions APN#335,490,009 LOT#N/A TRACT#N/A Approvals Date. DpAwn: I.Martinez 0325-14 Signature Checked:L.Tigueroa 03-25.14 Signature Scale: 1"=W Project No. 14-23 2 Sheet No. 003 Note: Roof drainage shall not be obstructed by w� panels/supports. V pvi' xwli A minimum of 4 inch clearance between roof 6 O u �� �2 and panels. o w kA N 0` _s 5/16" SS BOLT Co -ntra`cto�r• .. I o eC 1 B. Williams Solar Panel Revisions °aCe Revision#1 Revision#2 Channel Nut Extruded Aluminum Support Rail 4" v o Ct Cd u-, Poly-urethane roofing 3/8" SS All- Thread ram-. sealant at hole in tileCn Q U Concrete Tile U "Tiletrac" Stanchio Mastic roofing sealant C� p ~� Oao under Tiletrac UCid (� W Plywood U y � � � oo � � ct v O H s� N Roofing paper Ici Legal Desdiption: 5/16" x 3" SS Lag Screw APN#335490-009 LOT#N/A TRACT#N/A Top chord ApproNals Date of wood F)rqwn: L Martinez 03-24-14 Signature roof truss Checked:L. igueroa 03.24.14 (J— Sienattne Scale: NTS Prof ect No. 14-23 2 7004