The URL can be used to link to this page

Home My WebLink About2032 LADERA CT; ; CB091293; Permit09-17-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Electrical Permit Permit No: CB091293 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Reference #: PC#: Project Title: 2032 LADERA CT CBAD ELEC 2164821800 Lot#: MORI RES- INSTALL ROOF MOUNTED PV SYSTEM Status: ISSUED Applied: 08/07/2009 Entered By: LSM Plan Approved: 09/17/2009 Issued: 09/17/2009 Inspect Area: Applicant: SOLARCITY STE 140 393 VINTAGE PARK DR FOSTER CITY CA 94404 650-638-1028 Owner: MOW KENIGHI CARLSBAD CA 92009 Electric Issue Fee Single Phase per AMP Three Phase per AMP Three Phase 480 Per AMP Remodel/Alteration per AMP Remodel Fee Temporary Service Fee Test Meter Fee Other Electrical Fees Additional Fees 0 0 0 0 $10.00 $0,00 $0.00 $0.00 $0.00 $0.00 $0.©§ $0.00 $151.25 $0.00 TOTAL PERMIT FEES $161.25 Total Fees:$161,25 Total Payments To Date:$161.25 Balance Due:$0.00 BUILDING PLANS '_ IN STORAGE ATTACHED Inspector: FINAL Date:U Clearance: NOTICE: Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been Qiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITt OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 www.carlsbadca.gov Plan Check No.Off 3 Est. Value Plan Ck. Deposit Date JOB ADDRESS CT/PROJECT# SUITE#/SPACE#/UNIT# PHASE # # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUP DESCRIPTION OlvWORK: Include Square Feet of Affected Area(s)DESCRIPTION OlvW _ KoJ-T' EXISTING USE PROPOSED USE GARAGE (SF)PATIOS (SF)DECKS (SF)FIREPLACE YESD #NOD AIR CONDITIONING YES D NO O FIRE SPRINKLERS YES D NOD COIW E (It DlffonntF^om Applicant)APPLICANT NAME ADDRESS CITY ADDRESS STATEc/2 ZIP ?? STATE ZIP PHONE FAX PHONE FAX EMAIL b«v> .• EMAIL PROPERTY OWNER f ADDRESS uNM CT ADDRESS CITY STATE ZIP CITY STATE ZIP PHONE FAX PHONE FAX EMAIL EMAIL ARCH/DESIGI )ER NAME & ADDRESS STATE LIC. #STATE LIC.#as* to1*CLASS CITY BUS. UC.# (Sec. 7031.5 Bjjiness and Professions Code: Any City or County which requires a permit jo construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he islicensed pursueil to the provisions of the Contractor's License law {Chapter.9, commending with Section 7000 of Division 3 of the Business and Professions Code} 01 '' ' ' •' •--'-•-••• " -• - •' •-••-••• Section 70!I.S b) any applicant lot i permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500)). O ff K E R S COMPENSATION f or that'he is exempt there from, and the basis for the alleged exemption. Any violation of WorKers' Compensation Declaration: I hereby affirm under penalty of perjury one ol the following declarations: G I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are- Insurance Co. ^L,r-'.gJi /^^.p^AfvJ JH/V.S • C^r.. PofcyNo. (rJ(Lft6'~7'3HG, ~~7#& Expiration Dale I/I/O °l This section need not be completed if the permit is for one hundred dollars ($100) or less. n Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (4100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. g£ CONTRACTOR SIGNATURE OWNERBUILDEn DECLARATION / hereby affirm that I am exempt from Contractor's License Law lor the following reason: d 1,33 owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of properly who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). O I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. O Yes O No 2.1 (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): ^PROPERTY OWNER SIGNATURE DATE C O MM L £ T E T H I S S E C T I O N F O I? NO N-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Taw sr Hazardous Substance Account Act? O Yes d No Is the appl'KMit or future building occupant required to obtain a permit from the air pollution control district or air quality management district? d Yes D No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? n Yes D No EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby effivm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's i^iame Lender's Address A P P DJiC A N T : C ettTIMCAftON I certify that I have read the application and state Dial the above information is correct and that the information on the plans Is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. 1 80 days from the date of such permit or if the building or work authorized by tuchpemitssiBpereledOTabanaVxied at ariy time after ^APPLICANT'S SIGNATUR DATE City of Carlsbad Bldg Inspection Request For: 09/30/2009 Permit* CB091293 Title: MORI RES- INSTALL ROOF MOUNTED Description: PV SYSTEM Inspector Assignment: 2032 LADERA CT Lot: Type: ELEC Sub Type: Job Address: Suite: Location: OWNER MORI KENICHI Owner: MORI KENICHI Remarks: AM PLEASE Total Time: CD Description 34 Rough Electric 39 Final Electrical omments Phone: 6502223278 Inspector: Requested By: JOSH Entered By: CHRISTINE Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments EsGil Corporation In (Partners/Up with government for Quitting Safety DATE: O9/ 15/2009 OAPPLICANT yJ JURISDICTION: City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 09-1293 SET: II PROJECT ADDRESS: 2032 Ladera Ct. PROJECT NAME: Mori Residential Roof Mounted PV System XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Eric Jensen Enclosures: EsGil Corporation D GA D EJ D PC 09/09/2009 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 *• Fax (858) 560-1576 EsGil Corporation In Partnership with government for (BuMing Safety DATE: 08/17/2009 OAEPJJCANT JURISDICTION: City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 09-1293 SET: I PROJECT ADDRESS: 2032 Ladera Ct. PROJECT NAME: Mori Residential Roof Mounted PV System The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. XI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [X] The applicant's copy of the check list has been sent to: Brett Millar 7895 Convoy St. #13 San Diego, CA92111 Esgil Corporation staff did not advise the applicant that the plan check has been completed. X3 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Brett Millar Telephone #: 650-222-3278 :'' ADate contacted:' (( ° ("'(by&3&) Fax #: 858-724-1864 Mail vXtelephone Fax/^ In Person REMARKS: By: Aaron Goodman Enclosures: EsGil Corporation D GA D EJ D PC 08/10/2009 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 *• (858)560-1468 + Fax (858) 560-1576 City of Carlsbad O9-1293 Q8/17/2OO9 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2O32 Ladera Ct. DATE PLAN RECEIVED BY ESGIL CORPORATION: 08/10/2009 REVIEWED BY: Aaron Goodman PLAN CHECK NO.: 09-1293 DATE REVIEW COMPLETED: 08/17/2009 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. • Please make all corrections and submit two new complete sets of prints to: ESGIL CORPORATION. • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? Yes a No City of Carlsbad O9-1293 OS/17/2OO9 1. Please make all corrections and submit two new complete sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (858) 560-1468. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 3. Please state on the title sheet the total number of modules and the total number of strings. The calculations on PV6 appear to indicate that there are 2 strings. Please clarify. 4. Please show and label all equipment, penetrations, vents, chimneys, etc. on the roof. 5. Provide guards at the perimeter of the roof or parapet per CBC 1013. See 1013.5. 6. Provide installation specifications for the PV rack system as approved by a recognized listing agency. 7. Provide all support and connection details on the plans, dimensioned and drawn to scale. Sec. A106.1.1. 8. Provide engineering calculations from a California State licensed professional engineer for wind loads and all connections of the rack system to the array and the roof structure. 9. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Aaron Goodman at Esgil Corporation. Thank you. City of Carlsbad 09-1293 08/17/2009 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 09-1293 PREPARED BY: Aaron Goodman DATE: 08/17/2009 BUILDING ADDRESS: 2032 Ladera Ct.Set: I BUILDING OCCUPANCY: R-3 TYPE OF CONSTRUCTION: V-B BUILDING I) AREA PORTION ( Sq. Ft.) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Cb Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: D Complete Review J~~1 Repetitive FeeRepeats n Other r—. Hourly EsGil Fee $161.25 1.5 $86.00 Structural Only Mrs. @ $129.00 * Based on hourly rate Comments: Very low slope roof mounted PV system. Sheet 1 of 1 macvalue.doc + PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 09-1293 DATE8/7/9 ADDRESS 2032 Ladera Ct RESIDENTIAL ADDITION- POOL/SPA MINOR (< 17,000.00) TENANT IMPROVEMENT RETAINING WALL VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER solar panels PLANNER Chris DATE 8/7/9 DATE H:\ADMIN\COUNTER/PLANNING/ENCINEERING APPROVALS 9/.1/2009 920058 Mori.xlsx .*<**' >f SolarCity 393 Vintage Park Drive, Suite 140 Foster City, California 94404 (888)-SOL-CITY (765-2489) | www.solarcity.com STRUCTURAL DESIGN CALCULATIONS by JOSEPH H. CAIN, P.E. PROJECT: Mori Residence 4.715 kW Roof Mount Solar PV System 2032 Ladera Ct Carlsbad, CA 92009 REPORT PREPARED FOR: SolarCity, Inc. 393 Vintage Park Dr., Ste. 140 Foster City, CA 94404 888-765-2489 OWNER: Mori, Kenichi 2032 Ladera Ct Carlsbad, CA 92009 858-215-7235 PROJECT: D'ESUSfrjED BY: • •Scarcity ,'k?c. 393 Vintage Park Dr., Ste. 140 9/1/2009 920058 Mori.xlsx SolarCity 39.S Vintage Park Drive, Suite 140 Foster City, California 9-1404 (888)-SOL-C!TY (765-2489) www.solarcity.com Calculations by: LAW Reviewed by: JHC Table of Contents 1 Wind Load Calculations for Open Structure Component and Cladding 2 Solar PV System a Rack Dead Load Determination 3 Roof Dead Load Determination 4 Determination of 2007 CDC (ASCE 7-051 Seismic Loads 5 Steel Pipe Rack Design and Specification 6 Rafter/Beam calculations 7 Appendix • Image from Google Earth showing Wind Exposure & Lat/Lon • Seismic Spectral Response data from USGS web site •• • 9/1/2009 920058 Mori.xlsx AF Wind 1 Input Variables Calculations and Values Required Variables mean roof height 22 Exposure category C Basic wind speed (or city in the future) 90 Importance factor (1 for residential) 1 roof shape one plane roof angle (degrees) 4.8 roof Zone 3 contiguous sq. feet of array 186 least width of the building 21 obstructed wind flow? TRUE Local Topographical Features (choose "standard" or refer to pictures right, and below) type of hill none Hill Height (h) (ft) slope of hill (degrees) horizontal distance from hilltop to house(x) height from bottom of hill to mean roof height(z) Design Wind Pressures P (Ibs. per sq. ft.) = qh*Cn*G Pd (downforce pressure) = Pu (uplift pressure) = 9.50 -20.86 Design Wind Pressures based upon: ASCE 7-05 Chapter 6 Wind Loading Equation 6.5.13.3: Component and Cladding Elements Wind Pressure P = qh*Cn*G 6.5.10: Velocity Pressure qh = 0.00256*Kz*Kzt*Kd*VA2*l From Table 6-3: Kz = 0.92 From Figure 6-4: Kzt= 1.00 From Table 6-4: Kd = 0.85 From figure 6-1: V = 90 From table 6-1: l= 1 From Velocity Pressure Equation: qh= 16.15 From Figure 6-19A Cn (uplift) = -1.52 Cn (down) = 0.69 From 6.5.8.1 G = 0.85 Max Tributary Area Pipe Rack or Grid Evergreen ES-A series Amax (sq. ft.) = X*Y L (length of panel in ft. along direction of rail) X (distance between standoffs in ft.) Y (distance between standoffs in ft.) Amax = Max Uplift Force on a Single Standoff Pmax (Ibs.) = Amax*Pu Pmax= -542 N/A 6.50 4 26.00 Factor of Safety = FI*D*NI/Pmax 250 = Fl (pullout capacity of lag (Ibs/inch)) 2.50 = D (minimum lag thread depth) 2 = Nl (number of lags per standoff) 2.31 = Factor of Safety Dead Load Calculations DL (Ibs/sq. ft) = (Mm+Mh)/(L*W) L (length of Evergreen ES-A series mo.dyles} W (width of Evergreen ES-A series mOdflle$} : *3,.13 Mm (weight of Evergreen ES-A series modules)! ATOO* Mh (weight of hardware per module) =* 15.39 * Point Load Calculations PL (Ibs) = Amax*DL I PL = 87 I §-.42... | Version 1_8 9/1/2009 920058 Mori.xlsx Rack DL 1 CALCULATION OF COMPONENT AND SYSTEM DEAD LOAD MODULE AND PIPE CHARACTERISTICS - ARRAY 1 Module Make & Model: Evergreen ES-A series Panel Configuration: Rows in Portrait Nmod = 11 Quantity of Evergreen ES-A series modules Lmod = 5.42 ft Length of one Evergreen ES-A series module Wmod = 3.13 ft Width of one Evergreen ES-A series module Amod= 16.93 sf Area of one Evergreen ES-A series module Wtmod = 41.00 Ib Weight of one Evergreen ES-A series module DLmod = 2.42 psf Unit dead load of Evergreen ES-A series modules 0.68 plf Weight of aluminum solar rail, plf = 0.50 Ib Unit weight per pipe fitting Pipe Spec. 1-1/4" Std. Pipe 1-1/4 Std. (Sch. 40) Wtpipe = 2.27 plf Pipe weight, plf Direction = Y-Y Pipe rails running in Y-Y direction PANEL AND RACK SYSTEM GEOMETRY 9 = 5.0 deg Tilt of panel system from horizontal 0roof = 4.8 deg Slope of roof mounting surface hmin = 1.50 ft Least panel height above roof surface (vertical dimension) hmax = 2.42 ft Greatest panel height above roof surface (vertical dimension) h = 1.96 ft Mean panel system height above roof surface (vertical dimension) Lx.x = 19.17 ft Array length in X-X Direction Sx.x = 6.50 ft Standoff spacing in X-X Direction NS|X.X= 3 Number of standoffs in X-X Direction Nb|X.x = 0 Number of braces in X-X Direction (for DL assumption only) Ly.y = 10.92 ft Array length in Y-Y Direction (actual dimension at panel tilt 9) U,y-y= , 10.88 ft Horizontal projection of array length in Y-Y Direction Sy-y = 4.00ft Standoff spacing in Y-Y Direction Ns,y-y = 4 Number of standoffs in Y-Y Direction Nbiy.y = o Number of braces in.Y-Y Direction (for DL assumption only) • • • • • ••••••• • RACK BRACE GEOMETRY * ! V "" \'.l hcoi,back= 2.42ft Height of JallQSt pipe.colugp .. 9 Lb,baok = 6.65 ft Lengthjof.bqclj X-Xldiagojial braae (Assuming 6" vertical offset at top and bottom) hcoi.next = 2.40 ft Height of seoond-tallefet plp*e coTumn*(cbnsidering roof slope) Lb,y-y = 4.37 ft Length of longest Y-Y diagonal brace (considering roof slope) 9/1/2009 920058 Mori.xlsx Rack DL 2 DETERMINATION OF SEISMIC DEAD LOAD COMPONENT AREAS, LENGTHS, AND QUANTITIES Anane, = 186 sf Total area of solar modules Nraii = Lra« = Lp.top = Nf = Nb,x-x = l-b,x-x = Nb,y-y = Lb,y-y = 4 77ft 44ft 36 0 Oft 0 Oft Number of solar mounting rails Approximate total length of solar mounting rail Approximate total length of top horizontal pipes in Y-Y direction Approximate number of pipe fittings at top of rack Number of X-X diagonal bracing pipes (worst-case for DL assumption only) Approximate total length of X-X diagonal bracing pipes (for DL only) Number of Y-Y diagonal bracing pipes (worst-case for DL assumption only) Approximate total length of Y-Y diagonal bracing pipes (for DL only) DEAD LOAD CALCULATION Component Solar Modules Solar Rails Pipe Top Rails Pipe Fittings Pipe Diagonal Braces Length or Quantity 11 Unit Weight 41.00lb 77ft 44ft 36 Oft X X X . X 0.68 plf 2.27 plf 0.50 Ib 2.27 plf Component Weight, Ib 451 52 99 18 0 Subtotal for Hardware = 169 Ib Total Seismic DL = 620 Ib Weight of Hardware per Solar Module = Weight of Hardware per square foot of PV System Total Seismic System Weight per square foot = 15.39 Ib 0.81 psf 3.33 psf • • • • 9/1/2009 920058 Mori.xlsx Rack DL 3 CALCULATION OF COMPONENT AND SYSTEM DEAD LOAD MODULE AND PIPE CHARACTERISTICS - ARRAY 2 Module Make & Model: Evergreen ES-A series Panel Configuration: Rows in Portrait Nmod= 12 Quantity of Evergreen ES-A series modules Lmod = 5.42 ft Length of one Evergreen ES-A series module wmod = 3.13 ft Width of one Evergreen ES-A series module 16.93 sf Area of one Evergreen ES-A series module 41.00 Ib Weight of one Evergreen ES-A series module DLmod= 2.42 psf Unit dead load of Evergreen ES-A series modules 0.68 plf Weight of aluminum solar rail, plf 0.50 Ib Unit weight per pipe fitting Pipe Spec. 1-1/4" Std. Pipe 1-1/4 Std. (Sch. 40) Wtpipe = 2.27 plf Pipe weight, plf Direction = Y-Y Pipe rails running in Y-Y direction PANEL AND RACK SYSTEM GEOMETRY Tilt of panel system from horizontal Slope of roof mounting surface Least panel height above roof surface (vertical dimension) Greatest panel height above roof surface (vertical dimension) Mean panel system height above roof surface (vertical dimension) 19.17 ft Array length in X-X Direction 5.50 ft Standoff spacing in X-X Direction 4 Number of standoffs in X-X Direction 0 Number of braces in X-X Direction (for DL assumption only) 10.92 ft Array length in Y-Y Direction (actual dimension at panel tilt 0) 10.88 ft Horizontal projection of array length in Y-Y Direction 4.00 ft Standoff spacing in Y-Y Direction 4 Number of standoffs in Y-Y Direction 0 Number of bracas in Y-Y.Direction (for DL assumption only) e = 9roof = nmin = hmax = h = 5.0 deg 4.8 deg 1.50ft 2.42ft 1.96ft "X-X ~ ND,X-X = Ly.y ~ Lh,y-y - Sy.y = Ns,y-y = Nb,y-y = RACK BRACE GEOMETRY hcol,back = Lb.back = "col,next = Lb,y-y = 2.42ft Height Q{ tallest pipe, coju,mn t> 5.68 ft Lengtlj vf bpo]< X-tf djaganal^bfece ga&uming 6" vertical offset at top and bottom) 2.40 ft Heighf cf second-taillst Pfee cfllWTnfl ^Considering roof slope) 4.37 ft Length of longest Y-Y diagonal brace (considering roof slope) 9/1/2009 920058 Mori.xlsx Rack DL 4 DETERMINATION OF SEISMIC DEAD LOAD COMPONENT AREAS, LENGTHS, AND QUANTITIES Aanei= 203 sf Total area of solar modules Nraii = Lrail = *-p,top ~" Nf = ND.X-X = Lb,x-x = Nb,y-y = Lb,y-y ~ 4 77ft 44ft 48 0 Oft 0 Oft Number of solar mounting rails Approximate total length of solar mounting rail Approximate total length of top horizontal pipes in Y-Y direction Approximate number of pipe fittings at top of rack Number of X-X diagonal bracing pipes (worst-case for DL assumption only) Approximate total length of X-X diagonal bracing pipes (for DL only) Number of Y-Y diagonal bracing pipes (worst-case for DL assumption only) Approximate total length of Y-Y diagonal bracing pipes (for DL only) DEAD LOAD CALCULATION Component Solar Modules Solar Rails Pipe Top Rails Pipe Fittings Pipe Diagonal Braces Length or Quantity 12 Unit Weight 41.00lb 77ft 44ft 48 Oft X X X X 0.68 plf 2.27 plf 0.50 Ib 2.27 plf Component Weight, Ib 492 52 99 24 0 Subtotal for Hardware = 175 Ib Total Seismic DL = 667 Ib Weight of Hardware per Solar Module = Weight of Hardware per square foot of PV System = Total Seismic System Weight per square foot = 14.60 Ib 0.84 psf 3.28 psf • • • ••• • • • • •• • ••• • •• • • • •••• • • •• •• • • ••• 9/1/2009 920058 Mori.xlsx Roof DL 1 APPLICABLE CODE: 2007 California Building Code (based on 2006 International Building Code) Determination of Dead and Live Loads (RJ - Roof Joist): Calculations by: LAW Checked by: JHC Element Roof: Ceiling: Floor: Walls, Ext.: Walls, Interior Shearwall: Materials Roof Build-up Roofing Underlayment 1/2 in. Plywood or OSB 2 x 12 @24in. o.c. Insulation 5/8 in. Gypsum Board Miscellaneous Roof Pitch Dead Load @ Roof Pitch Insulation 2 x 6 @ 16 in. o.c. 5/8 in. Gypsum Board Sprinklers Miscellaneous Carpet and Pad 3/4 in. Plywood Insulation 2 x 12 @ 16 in. o.c. 5/8 in. Gypsum Board Sprinklers Beams & Misc. Wood Paneling Lathe & Building Paper 1/2 in. Plywood or OSB 2 x 4 @ 16 in. o.c. 1/2 in. Gypsum Board Insulation & Misc. 1/2 in. Gypsum Board 3/8 in. Plywood • 2 x 4 @ 16 in. o.c. j 1/2 in. Gypsum Board • • • • DEAD LOAD Wt. (psf) 6.00 0.50 1.50 2.34 1.42 2.80 1.50 16.06 1:12 1.003 16.12 1.42 1.72 2.80 0.50 1.50 7.94 Carpet 1.50 2.30 0.60 3.52 2.80 0.50 1.50 12.72 2.50 0.50 1.50 2.00 2.20 1.00 9.70 2.20 • •*• 4 /ft) **• * . • ?-»o0 **; • • 2.20 ••• 7.50 • ••• • Tile 10.85 2.30 0.60 3.52 2.80 0.50 1.50 22.07 • * LIVE LOAD, 4.8 deg 20psf 10psf 40psf Balcony Live Load: 60psf 9/1/2009 920058 Mori.xlsx Seismic 1 SEISMIC DESIGN CALCULATIONS FOR SOLAR PV ROOF MOUNT SYSTEM per 2007 CBC Section 1613 and ASCE 7-05 Chapter 13 SEISMIC DEAD LOAD System Configuration: Pipe Rack Wp= 1288 Ib See Dead Load Worksheet PROJECT SITE DATA Street Address: 2032 Ladera Ct Carlsbad, CA 92009 Latitude and Longitude from Google Earth Latitude: 33deg 04 min 57 sec N » 33.08 deg Longitude: 117 deg 15 min 50 sec W » -117.26 deg Soil Site Class : D Default assumption per CBC 1613.5.2 SEISMIC GROUND MOTION VALUES USGS Earthquake Ground Motion Parameter Calculator http://earthquake.usqs.gov/research/hazmaps/desiqn/ Fa = 1 .025 site coefficient from USGS web site Fv = 1 .555 site coefficient from USGS web site Ss = 1 .186 * g Spectral response acceleration at short periods from USGS web site S, = 0.445 * g Spectral response acceleration at periods of 1 second, USGS web site SMS = Fa*Ss (CBC 16-37, ASCE 11. 4-1) SMS = 1.216*g SMi = Fv*S1 (CBC 16-38, ASCE 11. 4-2)) SM1 = 0.692 *g SDS = (2/3) * SMS (CBC 16-39, ASCE 11.4-3) SDS = 0.810 *g SD1 = (2/3) * SM1 (CBC 16-40, ASCE 11. 4-4) SD1 = 0.461 *g COMPONENT FACTORS FOR ASCE SECTION 13.3.1 ap= 1.0 component amplification factor, ASCE Table 13.6-1 Rp= 1.5 component respoSsft rSefiiflbation fector, ASCE Table 13.6-1 lp= 1.0 component imporferice* factor, A§C£ Section 13.1.3 •••• ••€ ••• •• • • • ••• • • 1 • ••••• • •• 9/1/2009 920058 Mori.xlsx Seismic 2 SEISMIC DESIGN FORCE, PER ASCE SECTION 13.3.1 0.4apSDSWp(1 +2z/h) Horizontal seismic design force P1~ (Rp/lp) (ASCE Equation 13.3-1) where: z= 22.00ft h = 22.00 ft Fp1= 0.648 Wp = 835 Ib Governs Fp is not required to be taken as greater than Fp2= 1.6SDSlpWp (ASCE Equation 13.3-2) Fp2= 1.30 Wp = 1670lb and Fp shall not be taken as less than Fp3= 0.3SDSlpWp (ASCE Equation 13.3-3) Fp3= 0.24 Wp = 313lb GOVERNING SEISMIC DESIGN FORCE Fp = 835 Ib ALTERATION DESIGN CHECK, PER 2007 CBC SECTION 3403.2.3.2: (Seismic base shear is directly proportional to building mass) Building Mass for Partial Building, Mounting Plane 1: Arearoof= 625 sf DLRoof= 16.12 psf Wroof= 10075 Ib Areac,g= Osf DLCig= 7.94 psf Wdg = 0 Ib 98ft DLExt.wai^ 9.70 psf W^a,^ 3802 Ib 28ft DLlnt.waii= 7.50 psf W,ntwall= 840 Ib Plate height? 8ft WRoof= 14717 Ib (Existing) Wsystem= 1288lb i = 16005 Ib Percent Increase = 8.75% <=10% Therefore, okay 9/*1/2009 920058 Mori.xlsx Pipe Rack 1 DESIGN OF STEEL PIPE FOR TOP HORIZONTAL RAIL OF PIPE RACK per AISC Manual of Steel Construction, Thirteenth Edition Pipe or Tube? Pipe Steel Pipe Specification: Pipe 1-1/4 Std. Manufacturing Standard: ASTM A53, Gr. B Section Properties (Table 1-13) D = 1.66 in. Outside Diameter of Tube or Pipe tnom = 0.140 in. Nominal Wall Thickness of Tube or Pipe t= 0.130 in. Design Wall Thickness of Tube or Pipe D/t= 12.8 Ratio of Diameter to Wall Thickness Z = 0.305 Plastic Section Modulus, in.3 Wt. = 2.27 Nominal Weight, Ib/ft Material Properties Pipe Fy = 35 ksi Minimum Yield Stress for ASTM A53, Gr. B (Table 2-3) Fu = 60 ksi Tensile Stress for ASTM A53, Gr. B (Table 2-3) E = 29000 ksi Modulus of Elasticity Determination of Loading L = 4.00 ft Span of top pipe rails running in Y-Y direction T= 6.5ft Tributary Width DL = 3.33 psf System Dead Load per Square Foot wD= 21.65plf Uniform Service Dead Load Calculate Required Flexural Strength, using LRFD wu= 1.2*wD= 25.98 plf Mu= wu*L2/8= 52 lb-ft= 0.052 kip-ft Check Compactness Xp= (0.7)E/Fy= 580.0 (Table B4.1, Case 15) A.= D/t= 12.8 « 580.0 Therefore, section is compact Limit State of flange local buckling does not apply Xr= (0.31)E/Fy= 256.9 (Table B4.1, Case 15) h= D/t= 12.8 « 256.9 Therefore, Specification Section F8 applies Calculate the Nominal Flexural Strength based on Flexural Yielding Limit State Mn = Mp= FyZ= 10.675 kip-in. = . . . 0.89 ..kip-ft • • • • • •• • ••• • • Calculate the Available Flexural Strength ! . *.* •• ..: <Db = 0.9 ObMn = 0.80 kip-ft >= JJ.85.Kip.-ft .«. •;• Tterefore, okay Use: Pipe 1-1/4 Std. Wt. (Sch. 40j, ASTM A53,*Gr.* B, with Fy * 35 ksi minimum • * * • by Wiryerhafiuset TJ-Beam® 6.35 Serial Number: User: 2 9/1/2009 9:36:27 AM Page 1 Engine Version: 6.35.0 RJ - Roof Joist - Load Case 1 1 1/2" x 11 1/4" 1.6E Solid Sawn Douglas Fir #2 @ 24" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED /"I Member Slope: 1.12 Roof Slopel <12 All dimensions are horizontal. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): O.Q Live at 125 % duration, 16.1 Dead Vertical Loads: Type Uniform(psf) Point(lbs) Point(lbs) Point(lbs) Point(lbs) Uniform(psf) -20"*" Product Diagram is Conceptual. Class Roof(1.25) Roof(1 .25) Roof(1.25) Roof(1.25) Roof(1.25) Roof(1.25) Live 20.0 0 0 0 0 20.0 Dead 0.0 40 63 58 41 0.0 Location OTo1'3" re- s' 4" 13' 10" 19' 4" 20' 2" To 20' 8" Application Adds To - - - - Adds To Comment SUPPORTS: 1 Glulam or solid sawn lumber beam 2 Glulam or solid sawn lumber beam Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/Uplift/Total 1.50" Hanger 49/430/0/479 1.50" Hanger 21/440/0/461 Detail Custom Detail Custom Detail Other Custom Accessory Custom Accessory -User specified custom detail for support: 1, 2. DESIGN CONTROLS: Shear (Ibs) Vertical Reaction (Ibs) Moment (Ft-Lbs) Live Load Defl (in) Total Load Defl (in) Maximum 470 452 2207 Design -406 452 2193 0.005 0.586 Control Result Location 1823 Passed (22%) Rt. end Span 1 under Dead loading 452 Passed (100%) Bearing 2 under Roof loading 2388 Passed (92%) MID Span 1 under Dead loading 0.683 Passed (L/999+) MID Span 1 under Roof loading 1.024 Passed (L/419) MID Span 1 under Roof loading -Deflection Criteria: Specified(LL:L/360,TL:L/240). -Allowable moment was increased for repetitive member usage. -Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: 920058 MORI '*: *. OPERATOR INFORMATION: *•" biseJwhitwell, E.I.T. SolarCity . ... 393 Yjrjtage, Park Drive, Suite 140 J * J Fosle/ City, $A 94404-9440 •J ;. Phdjie;6}0^63-5182 ••• • Fax • : 650-638-1029 lwhitwell@solarcity.com Copyright O 2009 by iLevel*, Federal Way, HA. Z:\920\920058\Drawings\Structural\MPl_RJl_LCl.sms by VV(f>'«rh.U(ri;r,er TJ-8eam®6.35 Serial Number User 2 9/1/2009 9:36:27 AM Page 2 Engine Version: 6.35.0 RJ - Roof Joist - Load Case 1 1 1/2" x 11 1/4" 1.6E Solid Sawn Douglas Fir #2 @ 24" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Level®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has'not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -(Minimum cut length) = (Overall horizontal length) x 1.003 + 15/16" -Live load on portion of joist area is very low. PROJECT INFORMATION: 920058 MORI *. QBCRATOR INFORMATION: " UscIWhitwell, E.I.T. SolarCity ,. . 393 Vjntage^ Park Drive, Suite 140 J Fosj3fCitj,*9A 94404-9440 • Phone * 660-^63-5182 •' Fax"«*:6l«^38-.1029 lwhitwell@solarcity.com Copyright O 2009 by iLevel*, Federal Way, WA. 2:\920\920058\Drawings\Structural\MPl_RJl_LCl.sms eve RJ - Roof Joist - Load Case 1 1 1/2" x 11 1/4" 1.6E Solid Sawn Douglas Fir #2 @ 24" o/cTJ-Beam® 6.35 Serial Number: user 2 9/1/20099362/AM TH|S PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 3 Eng.ne Vers,on. 6.35.0 CONTROLS FQR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group A 20' 5.00" A Max. Vertical Reaction Total (Ibs) 479 461 Max. Vertical Reaction Live (Ibs) 49 21 Selected Bearing Length (in) 1.50(W) 1.50(W) Max. Unbraced Length (in) 73 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (Ibs) 396 -406 Max Shear at Support (Ibs) 426 -436 Shear Within Span (Ibs) -397 Member Reaction (Ibs) 426 436 Support Reaction (Ibs) 430 440 Moment (Ft-Lbs) 2193 Loading on all spans, LDF = 1.25 , 1.0 Dead +1.0 Floor +1.0 Roof Shear at Support (Ibs) 402 -407 Max Shear at Support (Ibs) 470 -452 Shear Within Span (Ibs). -398 Member Reaction (Ibs) ' 470 452 Support Reaction (Ibs) 479 461 Moment (Ft-Lbs) 2207 Live Deflection (in) 0.005 Total Deflection (in) 0.586 •• • ••••• PROJECT INFORMATION: • • ••• * *, OJffiRATOR INFORMATION: 920058 MORI I . •.' •• Ljse^itwell, E.I.T. SolarCity 393 Vintage Park Drive, Suite 140 • "* • *• •*• *• * Foster6fttt,*GA 94404-9440 •* *•* ..I •"Fax*.*659-%38-1029 lwhitwell@solarcity.com Copyright O 2009 by i Level®, Federal Way, WA. •••• Z:\920\920058\Drawings\Structural\MPl_RJl_LCl.sms I I • by vv'i>^c?rh.a«u!:(:r TJ-Beam®6.35 Serial Number User: 2 9/1/2009 9:36:48 AM Page 1 Engine Version: 6.35.Q RJ - Roof Joist - Load Case 2 1 1/2" x 11 1/4" 1.6E Solid Sawn Douglas Fir #2 @ 24" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED /I Member Slope: 1.-12 Roof Slopel/12 Alldimensions are horizontal. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 0.0 Live at 125 % duration, 16.1 Dead Vertical Loads: -20'*"- Procluct Diagram is Conceptual. Type Uniform(psf) Point(lbs) Point(lbs) Point(lbs) Point(lbs) Uniform(psf) SUPPORTS: Class Roof(1.25) Roof(1.25) Roof(1.25) Roof(1.25) Roof(1.25) Roof(1.25) Live 20.0 0 0 0 0 20.0 Dead Location 0.0 46 54 57 40 0.0 1 Glulam or solid sawn lumber beam 2 Glulam or solid sawn lumber beam OTo1'3" 3' 4" 8'4" 13' 10" 19' 4" 20' 2" To 20' 8" Input Bearing Width Length 1.50" Hanger 1 .50" Hanger Application Comment Adds To - - - - Adds To Vertical Reactions (Ibs) Live/Dead/Uplift/Total 49/426/0/475 21/439/0/460 Detail Other; Custom Detail Custom Accessory Custom Detail Custom Accessory -User specified custom detail for support: 1,2. DESIGN CONTROLS: Shear (Ibs) Vertical Reaction (Ibs) Moment (Ft-Lbs) Live Load Defl (in) Total Load Defl (in) Maximum 466 451 2210 Design -405 451 2195 0.005 0.589 Control Result Location 1823 Passed (22%) Rt. end Span 1 under Dead loading 451 Passed (100%) Bearing 2 under Roof loading 2388 Passed (92%) MID Span 1 under Dead loading 0.683 Passed (L/999+) MID Span 1 under Roof loading 1.024 Passed (L/417) MID Span 1 under Roof loading -Deflection Criteria: Specified(LL:L/360,TL:U240). -Allowable moment was increased for repetitive member usage. -Bracing(Lu): All compression edges (top and bottom) must be braced at 6' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: 920058 MORI Copyright © 2009 by iLevel®, Federal Way, WA. Z:\920\920058\Drawings\structural\MPl RJ1_LC2.sms OPERATOR INFORMATION: UisiWhitwell, E.I.T. SolarCity 393 Vintage Park Drive, Suite 140 Foater*C*r?CA 94404-9440 Phone*: 6604963-5182 Fax«*:6*50*-638-1029 lwhitwell@solarcity.com RJ - Roof Joist - Load Case 2 »,*»„*-„.. 1 1/2" x 11 1/4" 1.6E Solid Sawn Douglas Fir #2 @ 24" o/c TJ-Beam® 6.35 Serial Number user 2 9/1/200993648AM TH|S PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pa"2 En9in~ 635° CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -(Minimum cut length) = (Overall horizontal length) x 1.003 + 15/16" -Live load on portion of joist area is very low. PROJECT INFORMATION: • • ••• *•_ OPERATOR INFORMATION: 920058 MORI J I *.* *** Ljs^Whitwell, E.I.T. SolarCity 393 Vintage Park Drive, Suite 140 ."" .*. .*. "I" Foste'rtity.'CA 94404-9440 * * * * RhcJiS; 680-^63-5182 V ..: I" Fax*.':6501538-1029 lwhitwell@solarcity.com Copyright © 2009 by iLevel®, Federal Way, MA. Z:\920\920058\Drawings\Structural\MPl_RJl_LC2.sms RJ - Roof Joist - Load Case 2 1 1/2" x 11 1/4" 1.6E Solid Sawn Douglas Fir #2 @ 24" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group »»w*.rt^,.r TJ-Beam®6,35 Serial Number.user 2 9/1/200993648AM Pa"3 En9ravere'on S3SO 20' 5.00" Max. Vertical Reaction Total (Ibs) 475 Max. Vertical Reaction Live (Ibs) 49 Selected Bearing Length (in) 1.50(B) Max. Unbraced Length (in) 460 21 1.50(W) 72 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (Ibs) 392 -405 Max Shear at Support (Ibs) 422 -435 Shear Within Span (Ibs) -396 Member Reaction (Ibs) Support Reaction (Ibs) Moment (Ft-Lbs) 422 426 435 439 2195 Loading on all spans, LDF Shear at Support (Ibs) Max Shear at Support (Ibs) Shear Within Span (Ibs) Member Reaction (Ibs) Support Reaction (Ibs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) = 1.25 , 1.0 Dead +1.0 Floor +1.0 Roof 398 -406 466 -451 466 475 -397 2210 0.005 0.589 451 460 PROJECT INFORMATION: 920058 MORI • • ••• J .. •.• •• • * * . * . *.*•.• w OPERATOR INFORMATION: * LjsajyVhitwell, E.I.T. SolarCity 393 Vintage Park Drive, Suite 140 * Foste?tity,*GA 94404-9440 :• Fax'. ': 658*38-1029 lwhitwell@solarcity.com Copyright e 2009 by iLevel®, Federal May, MA. Z:\920\920058\Drawings\Structural\MPl_RJl_LC2.sms ** • • • Project Name = 920058 | DATE: 8-24-2009 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.08 Longitude = -117.26 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.186 (Ss, Site Class B) 1.0 0.445 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.08 Longitude = -117.26 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.025 ,Fv = 1.555 Period Sa (sec) (g) 0.2 1.216 (SMs, Site Class D) 1.0 0.693 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.08 Longitude = -11 7.26 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D- Fa = 1.025 ,Fv= 1.555 • •• • ^ 4«. ... * • ... • . Period Sa (sec) (g) 0.2 0.811 (SDs, Site Class D): ;: :••" :!*:*; 1.0 0.462 (SD1, Site Class D)l III* *I I. ' i": I Iv '•• .... •• " * **" ** Check a License or Home Improvement Salesperson (HIS) Registration - Contractors Stat... Page 1 of 2 Department of Consumer Affairs KQV Contractors State Li Contractor's License Detail - License # 888104 oard DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations. ••» CSLB complaint disclosure is restricted by law (BSP 7124 6). If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information. ••» Per B&P...ZQJ1,17, only construction related civil judgments reported to the CSLB are disclosed. » Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. ••» Due to workload, there may be relevant information that has not yet been entered onto the Board's license database. License Number: Business Information: Entity: Issue Date: Expire Date: License Status: Classifications: 888104 SOLARCITY CORPORATION 393 VINTAGE PARK DRIVE STE 140 FOSTER CITY, CA 94404 Business Phone Number: (650) 638-1028 Corporation 12/07/2006 12/31/2010 __ This license is current and active. All information below should be reviewed. |^3^BsBl C46 SOLAR B GENERAL BUILDING.CQNTBACTQR C10 ELECTRICAL This license filed Contractor's Bond number 7900309690 in the amount of $12,500 with the bonding company Bondintr Workers1 Compensation: Effective Date: 01/01/2007 Contractor's Bonding History BOND OF QUALIFYING INDIVIDUAL This license fllecl Bond of °-ualifyin9 Individual number 7900309691 for JACOB STEPHAN TORNATZKY in the amount of $1 2,500 with the bonding company NATIONWIDE MUTUAL INSURANCE COMPANY. Effective Date: 01/01/2007 BQrs.BoMing...HMory _ _ _____ __ This license filed Bond of Qualifying Individual number 7900315460 for BENJAMIN JEREMIAH LIU in the amount of $12,500 with the bonding company NATIONWIDE MUTUAL INSURANCE COMPANY. Effective Date: 03/16/2007 This license has workers compensation insurance with the ZURJCHAMERICAN.INSUEANCE COMPANY pO|icy Number: WC367346700 Effective Date: 09/01/2008 Expire Date: 09/01/2009 https://www2.cslb.ca.gov/OnlineServices/CheckLicense/LicenseDetail.asp 08/07/2009 TAIC POINT OF INTERCONNECTION WARNING! ELECTRIC SHOCK HAZARD! PHOTOVOLTAIC AC DISCONNECT WARNING! ELECTRIC SHOCK HAZARD! PHOTOVOLTAIC DC DISCONNECT WARNING! ELECTRIC SHOCK HAZARD! ELECTRICAL NOTES 1. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. 2. EACH UNGROUNDED CONDUCTOR OF THE MULT1WIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. 3. A NATIONALLY-RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 4. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(6) 5. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31 (E). 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL-USTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING LUGS. 8. ALL EXPOSED METAL PARTS (MODULE FRAMES, RAIL, BOXES, ETC.) SHALL BE GROUNDED USING UL LISTED LAY-IN LUGS LISTED FOR THE PURPOSE. POSTS SHALL BE MADE ELECTRICALLY CONTINUOUS WITH ATTACHED RAIL. 9. MODULE FRAMES, RAIL, AND POSTS SHALL BE BONDED WITH EQUIPMENT GROUND CONDUCTORS AND GROUNDED AT THE MAIN ELECTRIC PANEL. 10. IF THE EXISTING AC GROUNDING ELECTRODE IS A COPPER ROD, THE DC GEC SHALL BE EITHER #8 THWN-2 RUN INSIDE CONDUIT BONDED AT BOTH ENDS, OR #6 BARE COPPER RUN ALONG BUILDING AS LONG AS IT IS NOT SUBJECT TO PHYSICAL HARM PER ART. 250.166(B)&(C), 250.64(B)&(E). IF THE EXISTING AC GROUNDING ELECTRODE IS A CONCRETE-ENCASED ELECTRODE, THE DC GEC SHALL BE A #6 THWN-2 PER ART. 250.166(0). THE GEC SHALL BE CONTINUOUS AS DESCRIBED IN ART. (CjTHERE is 1 STRING OF 23 MODULES. 23 MODULES TOTAL V AZ.1.0 SOLAHUIY PROJECT MANAGER: * DESIGN: CARYC DATE 7/9/2009 'CROUP: RESI LEASE GENERAL NOTES 1.THIS SYSTEM IS GRID-INTERT1ED VIA A UL-USTED POWER-CONDITIONING INVERTER. ALL INVERTERS AND ARRAYS ARE NEGATIVELY GROUNDED. 3. THIS SYSTEM HAS NO BATTERIES, NO UPS. 4. SOLAR MOUNTING FRAMING ARE TO BE GROUNDED. ALL WORK TO BE DONE TO 2007 CALIFORNIA BUILDING CODE. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2005 NATIONAL ELECTRIC CODE AS AMENDED BY THE 2007 CALIFORNIA ELECTRIC CODE. 2. 5. 6. INDEX PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS PV5 SINGLE LINE PV6 ELECTRICAL CALCULATIONS PV7 CUTSHEETS PV8 CUTSHEETS PV9 CUTSHEETS PV10 CUTSHEETS PV11 VENT SPANNING VICINITY MAP LEGEND oc AC © © (E) UTILITY METER GRID-TIED INVERTER DC DISCONNECT AC DISCONNECT COMBINER BOX DISTRIBUTION PANEL PHOTOVOLTAIC MODULE (E) VENT PIPE (E) SKYLIGHT (E) CHIMNEY LICENSE CA | 888104 PREFARED BY: " GARY R. CRDOPNICK "••"fl" . ~''%', "m Q \ \ \W i;it:.D fei'rflce Ptetwi"\- \ \ V ,.^'-,^.:,^. fwa*^1 •*. -dSP*^ \ \ \ \ ] \ WI ]o \ 1 '')C*. \. *,** ., %&, ^•». r \ \A\ :% • -^a^"11 •,;•:•"' •v«»* CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. (23) EVERGREEN # ES-A-205-FA3 MUUNliNt bTblLM: KEELITE RACK/SOLARCTTY SOLAR RAIL INVhKltK: (1) FRONIUS # IG PLUS 5.0 (240) ,»** c^.^"3 ^ JL / MORI, KENICHI CUSTOMER ADDRESS: 2032 LADERA CT CARLSBAD, CA 92009 8582157235 DESCRIPTION: MORI RESIDENCE 4.715 kW ROOF MOUNT PV SYSTEM JOB NUMBER: JB-920058 0 ABBREVIATIONS AMPERE ALTERNATING CURRENT BUILDING CONCRETE COMBINER BOX DISTRIBUTION PANEL DIRECT CURRENT EQUIPMENT GROUNDING CONDUCTOR (EXISTING) ELECTRICAL METALLIC TUBING GALVANIZED GROUNDING ELECTRODE CONDUCTOR GROUND HOT DIPPED GALVANIZED CURRENT CURRENT AT MAX POWER INVERTERS SHORT CIRCUIT CURRENT KILOVOLT AMPERE KILOWATT LOAD BEARING WALL MINIMUM (NEW) NATIONAL ELECTRIC CODE.*"*. NOT IN CONTRACT ***• NOT TO SCALE I .**. ON CENTER l"l'l ""PANEL BOARDPROPERTYPHOTOVOLTAIC] POLYVINYL OHj$R|BE •" **! SUBPANEL SCHEDULE STAINLESS STEEL *.,,„ SEE STRUCTURAL DRAWINGS.. STANDARD TESTING SOLAR WATER HEATER TYPICAL UNLESS OTHERWISE NOTED VOLT VOLTAGE AT MAX. POWER VOLTAGE AT OPEN CIRCUIT WATT NEMA 3R, RAINTIGHT DATE COMMENTS 6/25/09 8/25/09 ADDED SIGNATURE TO ALL DRAWING SHEETS. NUMBER OF MODULES AND STRINGS NOTED. *<SolarCity Vintage Mck Da Foster fy, C 0) 638-1 <• | F:(650)6 76S*B89) N SITE PLAN VIEW OF FRONT OF HOUSE ROOF PITCH: MATERIAL: WO AZIMUTH: 168' STORY: Scale: 1/8" = I1 RAFTERS SIZE: 2X12 SPACING: 24" O.C SUPPORT: LBW MAX. SPAN: 20-6" STAMPED & SIGNED FOR STRUCTURAL ONLY VIEW OF SHEET-NOTES 1. INVERTER, DC DISCONNECT, & WARNING LABELS «>, ^-~^3} (5l IN GARAGF>-^!"** * * ••••2. WAU>roin^ATioirRE SEAL'AND RA|I*F)ROOF. 4. UTILITY METER, AC DISCONNECT & WARNING LABELS (D, (2), (4), (6). Y. & WARNING LABELS (7). IN GARAGE & WARNING LABEL (8). 10. CONDUIT ROUTED ON ROOF 11. CONDUIT ROUTED ON WALL OR WARNING LABELS. 13. SKYLIGHT. FRONT OF HOUSE REV BY DATE7 COMMENTS ADDED SIGNATURE TO ALL DRAWING SHEETS. ALL VENTS, SKYLIGHT AND PENETRATIONS LABELED. MOVED MODULES AND JUNCTION BOX. LADERA •UUNU3E (23) EVERGREEN # ES-A-205-FA3 DESCRIPTION: MORI RESIDENCE 4.715 kW ROOF MOUNT PV SYSTEM PROJECT MANAGER: *DESIGN: CARYC DATE: 7/9/2009 RESI LEASE CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. MOUNTING SYSTEM: KEELJTE RACK/SOLARCITY SOLAR RAIL INVERTER: (1) FRONIUS # IG PLUS 5.0 (240) CUSTOMER ADDRESS: 2032 LADERA CT CARLSBAD, CA 92009 8582157235 JB-920058 00 REV: 393 Vintage Park Drive, Suite 140 Foster City, CA 94404 T:(650) 638-1028 | F:(650) 638-1029 (888J-SOL-CITY (765-2489) | www.solarcity.com (E) LBW 20'-6" 19-2" 6-6"5-6" 1-1/4" GALV. PIPE SCHED. 40 5'-6" ADJUSTABLE T FITTING, TYP. RIPPED STRIPPING FOR CRICKETS 2X12 RAFTERS 24" O.C. TILTED 1/2"/12 TO EAST (E) LBW ADJUSTABLE TEE MODULE RAIL REAR VIEW OF ARRAY 1 SCALE: 1/4" = I1 RAFTERS: 2x12 @ 24" O.C. SUPPORT: LBW MAX SPAN: 20'-6" (E) LBW 20-6" 5' 19-2" • er> fn5-6" 1-1/4" GALV. PIPE SCHED iALV. -v . 40 \ 5-6" ADJUSTABLE -, T FITTING, TYP. RIPPED STRIPPING FOR CRICKETS 2X12 RAFTERS 24" O.C. TILTED 1/2"/12 TO EAST (E) 2x12 RAFTERS @ 24" SPACING STAMPED & SIGNED FOR STRUCTURAL ONLY 1-1/4" SCHED 40 PIPE (IDENTICAL DIMS)-V- SIDE VIEW OF MOUNTING PLANE SCALE: 1/4" = I1 STANDOFF (E) LBW REAR VIEW OF ARRAY 2 SCALE: 1/4" = 1' RAFTERS: 2x12 @ 24" O.C. SUPPORT: LBW MAX SPAN: 20-6" SOLAR PANEL ATTACHED WITH MODULE CLAMPS, g-16 BOLTS, AND CHANNEL NUT SOLARCITY SOLAR RAIL & U-BOLT ASSEMBLY ADJ. PIPE TEE & SET SCREWS 1-1/4" (SCH. 40 PIPE) STEEL PIPE ASTM A53 GR. B & COLLAR 12" CONE FLASHING, BASE FLANGE, & SET SCREWS (E) TAR & GRAVEL & MASTIC/WEBBING (E) ROOF DECKING (2) ft" DIA LAG BOLT (2-|" EMBED, MIN) (E) RAFTER REV BY DATE COMMENTS PROJECT MANAGER: DESIGN: CARYC DATE: 7/9/2009 RESI LEASE CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC, NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. MUUULu: (23) EVERGREEN # ES-A-205-FA3 REVB CRC 8/25/09 ADDED SIGNATURE TO AIL DRAHNG SHEETS. KEELTTE RACK/SOLAROTY SOLAR RAIL INVtKltx: (1) FRONIUS # IG PLUS 5.0 (240) INSTALLATION ORDE* LOCATE *AF.TER, MABKJiOLE LOCATfoN.ZAfiD DRILL BILOT HOLES. CfeEAR ALL. DEBRIS. APPLY POLYURETHANE SEALANT BENEA»Tft FLANGE BAs6"/5ND AROUNO.eENETRATION." MO\JNT FLANGJ.WTW LAGS,.H$JAIJL VERTICAL PIPE, AND»P1P£<AP. APPLY MASTIC TO USDERNEATH OF FLASHING AND NAlt'DOWN PERIMETER OF FLASHING. APPLY ANOTHER LAYER OF MASTIC, THEN FIBER CLOTH TAPE, THEN YET ANOTHER LAYER OF MASTIC, AND THEN ADD GRAVEL SEAL JOINT BETWEEN POST AND FLASHING WITH GEOCELL AND PIPE COLLAR. CUSTOMER: MORI, KENICHI 2032LADERACT CARLSBAD, CA 92009 8582157235 DESCRIPTION: MORI RESIDENCE 4.715 kW ROOF MOUNT PV SYSTEM JOB JB-920058 00 REV:B • SolarCity 393 Vintage Park Drive, Suite 140 Foster City, CA 94404 T:(650) 638-1028 | F:(650) 638-1029 (888)-SOL-CITY (765-2489) | www.8OJarcity.com REV BY DAT? COMMENTS REVB CRC 8/25/09 ADDED SIGNATURE TO ALL DRAHNG SHEETS. scamPROJECT MANAGER: *DESIGN: CARYC DATE: 7/9/2009 RESI LEASE Input Variables Required Variables Mean roof height: Exposure category: Basic wind speed (or city in the future): Importance factor (1 for residential): Roof shape: Roof angle (degrees): Roof zone: Contiguous sq. feet of array: Least width of the building: Obstructed wind flow? Local Topograhphical Features 'choose "standard " or refer to pictures right, andbelovrf Type of hill: Hill height (h) (ft): Slope of hill (degrees): Horizontal distance from hilltop to house (x): eight from bottom of hill to mean roof height (z): Design Wind Pressures P (Ibs. per sq. ft) = qh*Cn*G Pd (downforce pressure) = Pu (uplift pressure) = 22 C 85 1 one plane 2 3 204 20.5 TRUE none 7.10 -16.32 Calculations and Values Design wind pressures based upon: ASCE 7-05 Chapter 6 Wind Loading Equation 6.5.13.3: Component and Cladding Elements Wind pressure P = qh*Cn*G 6.5.10: Velocity pressure qh = 0.00256*Kz*Kzt*Kd*VA2*l From Table 6-3: Kz = 0.92 From Figure 6-4: Kzt= 1.00 From Table 6-4: Kd = 0.85 From figure 6-1 : V= 85 From table 6-1 : l= 1 From Velocity Pressure Equation: qh = 14.40 From Figure 6-1 9A Cn (uplift) = -1.33 Cn (down) = 0.58 From 6.5.8.1 G= 0.85 Max Tributary Area Feet Inches Pipe Rack or X-Y Evergreen ES-A-XXX-faX Amax (sq. ft.) = X*Y L (length of panel in ft. perpendicular to rail) X = Y = L = Amax = N/A 6.00 4.00 10.89 24.00 Dead Load Calculations DL (Ibs/sq. ft.) = (Mm+Mh)/(L*W) L (length of Evergreen ES-A-XXX-faX modules) 5.42 W (width of Evergreen ES-A-XXX-faX modules) 3. 13 Mm (weight of Evergreen ES-A-XXX-faX modules) 41 .00 Mh (weight of hardware per module) = 10.86 DL = 3.06 X (E-W distance between standoffs) = " 6 0 Y (N-S distance between standoffs) = " 4 0 Base Rail Max. Span / Cantilever (in) = 971/2 46 Module Rail Max. Span / Cantilever (in) = 90 42 1/2 Max Uplift Force on a Single Standoff Pmax (Ibs.) = Amax*Pu Pmax = -392 Factor of safety = FI*D*NI/Pmax 250 = Fl (pullout capacity of lag (Ibs/inch)) 2.50 = D (minimum lag thread depth) 2 = Ml (number of lags per standoff) 3.19 = Factor of safety Point Load Calculations PL (Ibs) = X*H*DU(Number of Standoffs) PL = 50 Version 5 2 STAMPED & SIGNED FOR STRUCTURAL ONLY • •••• • CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC..NORSHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. TRJDDHS (23) EVERGREEN # ES-A-205-FA3 MUUNNNb MbltM KEEUTE RACKySOLAROTY SOLAR RAIL MVtKltlC (1) FRONIUS # IG PLUS 5.0 (240) TSJ5TOHBE MORI, KENICHI 2032LADERACT CARLSBAD, CA 92009 8582157235 UESCWTOR: MORI RESIDENCE 4.715 kW ROOF MOUNT PV SYSTEM PV 4 JB-920058 00 REV: Solartity 393 Vintage Park Drive, Suite 140 Foster City, CA 94404 T:(6SO) 638-1028 | F:(650) 638-1029 (888)-SOL-CITY (765-2489) | www.solarclty.com MODULE VOLTAGE RATINGS Voc: 22.7 VDC Vpmax: 18.2 VDC *MODULE CURRENT RATINGS ARE SHOWN AS Isc AND Imp IN THE DC STRINGS IDENTIFIER OF THE SINGLE LINE DIAGRAM. GROUNDING SYSTEM DESIGNED = YES LINE DRAWING CUTTLER-HAMMER # BQC2302115 (1)Breaker; 15A-30A-15A, Quadplex (2x1 & 2 Pole), Common Trip CENTER 30A/2P BREAKER IS THE PV SYSTEM AC DISCONNECT PER ART. 690.17 (E) 200A CUTLER-HAMMER MBE20408200BTS MAIN ELECTRIC SERVICE PANEL (E) 200A/2P MAIN CIRCUIT BREAKER #8 JUMPER (E) LOADS AWG #10, USE-2/RHW-2, Black AWG #10, Solid Bare Copper Conduit Kit; 1/2" EMT Voc = 499.4 VDC Vmp = 400.4 VDC Isc = 11.93 ADC Imp =11.27 ADC DC DC DC DC DC DC DC DC DC DC (23) EVERGREEN # ES-A-205-FA3 PV Module; 205W. 185.2W PTC, Black Frame (I)HOFFMAN # A4R44 Enclosure; NEMA 3RROOFTOP JUNCTION BOX ONLY (2)NSI # IT-4Polaris; Multi-Cable Connector, 2 Port FERRAZ SHAWMUTT # ATM15 ( 1 ) —i Fuse; 15A, 600VDC, Midget , FRONIUS I IG PLUS 5.0 (1)Inverter; 5000W, 277V/240V/208V, 96%,95:5%,95.5% EF. (1 ) SQUARE D jjE DU221RB Disconnect; 30A, 240V, NEMA 3R INVERTER JUMPER UNBROKEN THROUGH EQUIP TO 120/240V SINGLE PHASE UTILITY SERVICE BOND (N) #4 EGC/GEC TO (E) UFER GROUND PER ART. 250.64(C) AWG #8, THWN-2, Black AWG #8, THWN-2, Red AWG #10, THWN-2, White AWG #4, THWN-2, Green (l)Conduit Kit; 3/4" EMT • Vmp = 240 VAC • Imp = 20.8 AAC NEUTRAL EGC/GEC AWG #10, THWfi-^'Black AWG #10, THWN-2, White. AWG #10, THWN-2, Green*E Conduit Kit; 3/4" EMT Voc = 499.4 VDC Vmp = 400.4 VDC Isc = 11.93 ADC Imp = 11.27 ADC REV BY DATE COMMENTS REVB CRC REVB CRC REVB CRC 8/25/09 8/25/09 REMOVED DC FUSE FROM ROOFTOP DC DISCONNECT. 8/25/09 INSTALL INTEGRAL DC FUSE AT M\£RT£R MPUT TERMINAL PROJECT MANAGER: *DESIGN: CARYC DATE: 7/9/2009 ADDED SIGNATURE TO ALL DRAWMG SHEETS. GRO: RESI LEASE CONFIDENTIAL - THE INFORMATION HEREIN CONTi BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. (23) EVERGREEN # ES-A-205-FA3 NOUN IMG bib ItlC KEELTTE RACK/SOLAROTY SOLAR RAIL INVtKltK: (1) FRONIUS # IG PLUS 5.0 (240) CU9IMCK MORI, KENICHI CUblUHtK NXnuS: 2032LADERACT CARLSBAD, CA 92009 8582157235 DE5CHP1HJN: MORI RESIDENCE 4.715 kW ROOF MOUNT PV SYSTEM JB-920058 00 REV: v$olar€ity 393 Vintage Park Drive, Suite 140 Foster City, CA 94404 T:(650) 638-1028 | F:(650) 638-1029 (888)-SOL-CITY (765-2489) I www.solarcity.coin 1. Conductor Sizing per Art 690.8(6X1) a. Conductor must have 30 deg. ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.16. c. Evaluate conductor temperature at terminations per 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*!.25. All string terminations are rated at 90' C. 2. OCP Sizing per Art 690.8fB)(l^ a. Round up to next size per Art 240.4(6) 3. Conductor Sizing per Art 69Q.B(B)(1) a. Conductor must have 30 deg. ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.16. c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*!.25. All branch terminations are rated at 75' C min. 4. OCP Sizing a. Round up to next size per Art 240.4(6) 5. Conductor Sizing per Art 690.8(B)(1^ a. Conductor must have 30 deg. ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.16. c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*! .25. All inverter output terminations are rated at 75' C. 6. OCP Sizing a. Round up to next size per Art 240.4(6) 7. Conductor Sizing per Art 690.8(BXl) a. Conductor must have 30 deg. ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.16. c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current*! .25. All inverter output terminations are rated at 75' C min. Module: Inverter 1: Module: Inverter 2: Module: Inverter 3: Module: Inverter 4: Total: 23 modules Photovoltaic Module Electrical Specifications: Voc= 22.7 V Vmp= 18.2 V lsc= 11.93 A lmp= 1127 A Tvoc= -O.Qfo37 V/deg C Tisc= 5.965 mA/deg C InvPwr Total: 5,000 4,068 CEC STC Size: 4,715 deg F deg C Record Low Temp: 20 -6.6667 Max Average Hi Temp: 74 23.3333 Voltage Drop Calculations Length (ft) Vdrop String: 79 0.53% Branch: 42 0.28% Inverter: 15 0.32% Combined: 0 0.00% Version 3 8 Total:136 1.13% String Type A and 2 Combined Strings Type A Fronius Voc= Vmp= lsc= lmp= lcont= ; a 0-1 (240) Si»M:S«S'.' ! \ m ~:, .-."• 522.1 V 418.6 V 11.93 A 11.27 A 14.91 A Voc Correction Method: j Inverter Min Vdc Input: I Min Vmp at Max Temp: Max Voc at Min Temp: Inverter Max Vdc Input: i 1-way wire length: Art 690.8(A)(1) 230 393 590 600 79 Vdc Vdc Vdc Vdc ft 1.a Try Icont * 1.25= (Amps) 30 deg C ampacity = JUSE-2/RHW-2 at 90 deg C: Table 310.16 18.64 40 1.b lcont= (Amps) Start ampacity Temperature derate (%=F) Conduit fill derate (%=#) Derated ampacity 1.c Icont* 1.25= (Amps) Ampacity Icont * 1.25= (Amps) OCP size = 18.64 20 Inverter Type A Output Fronius IG Plus 5.0-1 (240) lcont= 20.80 A 1-way wire length: Art 690.8(A)(1) 15ft 4 sTa Icont *1.25= (Amps) OCP size = TryIcont * 1.25 = (Amps) 30 deg C ampacity = 26.00 A 30 A Art 690.8(B)(1) Art. 240.6(A) 1 THWN-2 at 90 deg C: Table 310.16 26.00 5.b lcont= (Amps) Start ampacity Temperature derate (%=F) Conduit fill derate (%=#) Derated ampacity 36.4 5.c lcont*1.25= (Amps) Ampacity 26.00 35 Branch Circuit Type A 1 strings per branch 23 modules per series string 1-way wire length:42ft Voc= Vmp= lsc= lmp= lcont= 522.1 V 418.6 V 1193 A 11.27 A 14.91 A 3.a Art 690.8(A)(1) Try Icont * 1.25 = (Amps) 30 deg C ampacity = THWN-2 at 90 deg C: Table 310.16 18,64 40 I 3.b lcont= (Amps) Start ampacity Temp, derate (%=F) Cndt. fill derate (%=#) Derated ampacity 14.91 Term 1 Term 2 Temp table 3.c lcont*1.25= (Amps) Ampacity t 64 35 18.64 40 3.d OCP size =20 Combined Inverter Output Service Voltage= 240 Volts Total Inverter Power= 5,000 Watts Icont = # of inverters "max inverter current Icont = (Amps) 20.83 1-way wire length: Art 690.8(A)(1) Oft 6 Icont *1.25= (Amps) OCP size = 26.04 A 30 A Art 690.8(B)(1) Art. 240.6(A) 7.a Try Icont* 1.25= (Amps) 30 deg C ampacity = i THWN-2 at 90 deg C: Table 310.16 26.04 , 40 I 7.b lcont= (Amps) Start ampacity Temp, derate (%=F) Cndt. fill derate (%=#) Derated ampacity 20.83 7.c lcont*1.25= (Amps) 26.04 Ampacity 1 35 V AZ.1.1 SOLARdTYi PROJECT MANAGER: *DESIGN: CARYC DATE: 7/9/2009 I GROUP: RESI LEASE CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. MODULES: (23) EVERGREEN # ES-A-205-FA3 MOUNIINb blbltM: KEELITE RACK/SOLARCITY SOLAR RAIL INVLKILK: (1) FRONIUS # IG PLUS 5.0 (240) TD3TOHER! MORI, KENICHI CualuMEn ADDRESS:2032 LADERA CT CARLSBAD, CA 92009 8582157235 REV BY DAT^ COMMENT^ REVB CRC 8/25/09 ADDED SIGNATURE TO All DRAHNG SHEETS. PV 6 MORI RESIDENCE 4.715 kW ROOF MOUNT PV SYSTEM JOB NUMBER: ~~ JB-920058 00 REV:B 393 Vintage Park Drive, Suite 140 Foster City, CA 94404 T:(650) 638-1028 | F:(650) 638-1029 (888)-SOL-CITY (765-2489) | www.solarcity.com REV BY DATE /COMMENTS REVB CRC 8/25/09 ADDED 9GNATURE TO ALL DRAWING SHEETS. V AZ PROJECT MANAGER: *DESIGN: CARYC DATE 7/9/2009 IT GROUP: RESI LEASE evergreensolar. TWnk Beyond. ES-A SERIES photovoltaic panels PV MODULE 200, 205 & 210 W Best power tolerance available A range of high quality String Ribbon™ solar panels offering exceptional performance, cost effective installation and industry-leading environmental credentials made with our revolutionary wafer technology. • No power below nameplate Never pay for poweryou're not getting • Gat up to 5W mora than namaplata* For enhanced field performance • Industry's Iowa si voltage per watt rating Delivers the most cost-effective installs • UL4703 certified cables For use with the highest efficiency transformer-less inverters • New extended length cables Eliminates home-run wiring • New MC* Type 4 lockable connectors** Compl ies with the latest codes for accessible a rrays • Most extensive range of mounting option: Allows installs virtually anywhere and anyhow • Smallest carbon footprint of any manufacturer For the greenest of the green • 100% cardboard-free packaging Minimizes job site waste and disposal costs • 5 year workmanship and 25 year power warranty*** Born in the USA *MaKtmum power up tod 99 W above nameplata rating; "Locking sleeve not supplied with ths pand •"For full details seethe Evergreen Solar Limited Warranty aval lab! sen requestor online, This product!! designed to-meet UL 1703. UL 4703, Ul Fire Safety Class C, IEC&1215 Ed 2 and IEC 61730 Class A standards. String Rbbon Is a trademark of Evergreen Solar, Inc. Evergreen Solar's wafer manufacturing technology is patented In the United States and other countries. evergreensolar. Electrical Characteristics Standard Test Conditions (STQ1 Pmp2 P«h.ra Prnpmax Pm*m,, fJM IV Vmp LP v« U ES.A-200-fa3* 200 -CY+4.99 204.99 200.00 12.7 180.6 18.10 11.05 2240 11 80 ES-A-205 -fa3* 205 -0/+4.99 209.99 205.00 13.1 1852 1820 11 27 22 70 11 93 ES-A-210 -fa3' 210 -0/+4.99 214.99 210.00 13.4 189.8 1830 11 48 2280 12 11 W W W W % W V A V A Nominal Operating Coll Tsmp«ratura Conditions (NOCT)"4 TNOCT Pm» Vmp Lp V« 1. 4S.4 146.4 145 887 208 944 45.4 1501 16.6 9.04 21.0 9.57 45.4 1538 16.7 9.21 21.1 976 °C W V A V A 11000 W/m», 25°C call UurpiratLra, AM 1.5 spactr\m 1AtPV-USA Test Conditions ICCOW/m*, 30'Camblent 1 m/swind spud Loxv Irradianca The typical relative reduction of module efficiency at an trradianoa of JOQW/m2 both at 25aC cell temperature and spectrumAM 1.5isO%; Tftmpsrature Coafficiants a Pmp -0.43 %/ °C aVmp a LP -0.40 -0.03 %•/ c %/°C aV« -031 %/°C ol<+0.05 %/°c System Dssign Series Fuse Rating5 20 A Maximum System Voltage (UL) 600 V 5 Also known as Maximum Reverse Curent k ELECTRICAL EQUIPMENT CHECKWITHYOUR INSTALLER Mechanical Specifications & JUNCTION BOX CABLES [DAW3. UL4«aFV-wnq ID LABEL MC'LQCKABLE CONNECTORS <TYP£4] i t D 1 W -i-g. — SERHi NUMBER - BIACKANODIZEDALUMINUM FRAME. ...r -J3x&26 MOUNT JNG HCX FOR'A" SOU with 114 pory-oyatallJufsiliyrT^ar cells. ant EVA encapsulant, p<%mer l^dc-^in and a dou All dimensions in indies, panel weight41 Ibs Product constructed wirj- tempered solar glass, EVA encapsulant, p<%mer ^ck-yn and a double-*^lled anodized aluminum frame. Product packaging tested to International Safe Transit Assodation(ISTAj Standard 2B. AJI speafiofconsin^hisproduct information shget conform toErJ503BO See the Evergreen S*r Swfet^Wnstallation art Op^wHv* Manual and Mounting Design Guide forfurthefinforTHetiori on appn^ed installa- tion and use of this product Due to continuous innovation, research and p*cti*ftiprcvement, th^spe^lft^ tionsin this product information sheet are sobieft to change withoifl notic£ N? rights can be derived from this product information sheet and Evergfs?n Sola? assumes no liability whatsoever conrecte'i't^'jr flpsulUpg from the use Q$ any information contained herein Partner: ES-A_200_20S_210_US_010309; effective March 1s 2009 Evergreen Solar, Inc. www.everg-eensolar.com Worl dwi d a H sad quarters 138 Bartlett Street, Marlboro, MA 01752 USA T +1 508 357.2221 F; +1 508 229.0747 infoSevergragnsolar com Customer Service - Americas and Asia 138 Bartlatt Street, Marlboro, MA 01752 USA T +1 508 357 2221 F +1 508229,0747 sal eseeverqreensolar.com CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDETHE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. MOLXJLtb: (23) EVERGREEN # ES-A-205-FA3 MOUHIING KEEUTE RACK/SOLARCITY SOLAR RAIL INVERTER: (1) FRONIUS # IG PLUS 5.0 CUSTOMER: MORI, KENICHI CUSTOMER ADORBS: 2032 LADERA CT CARLSBAD, CA 92009 8582157235 PV 7 DESCRIPTION: MORI RESIDENCE 4.715 kW ROOF MOUNT PV SYSTEM JOB NUMBER: JB-920058 00 REV: 393 Vintage Park Drive, Suite 140 Foster City, CA 94404 T:(6SO) 638-1028 | F:(650) 638-1029 (888)-SOL-CITY (765-2489) | www.solarcity.com REV BY DATE^ COMMEN13 REVB CRC 8/25/09 V AZ1.C SOT-ARQTY PROJECT MANAGER: * DESIGN: CARYC DATE 7/9/2009 ADDED SIGNATURE TO ALL DRAWING SHEETS. GROUP: RESI LEASE INVERTER INPUT DATA Froniuw tePlu» Recommended PV-Power (Wp) 3.0-1 „, 3.S-1 m 5.0-1 m 2500-3450 3200-4400 4250-5750 MPPT-Voltage Range DC Startup Voltage Max. Input Voltage (at 1000 wrni2 14°F(-10°C) in open circuit operation) Nominal Input Current Max. usable Input Current 8.3 A 10.5 A 13.8 A 14.0 A 17.8 A 23.4 A Admissible conductor size (DC) Number of DC Input Terminals *°-1n» 5100-6900 1.5-1 „„ 1Q.O-1 m 11.4 6350-8800 8500-11500 9700 230 ... 500V 245V 600V 16.6 A 28.1 A 20.7 A 27.6 A 31 35.1 A 46.7 A 53 -<« «•«-»«. 12.0-3 ^ „ -13100 9700-13100 10200-13800 j J g 1 4 A 31.4 A 33.1 A * .3 A 53.3 A 56.1 A | No. 14 - 6 AWG S 6 Max. Current per DC Input Terminal 20 A; Bus bar available for higher input currents OUTPUT DATA Fronius IG Plus Nominal output power (PACTOtJ Max. continuous output power 104°F <40"C) 208 V / 240 V / 277 V Nominal AC output voltage Operating AC voltage range 208 V (default} 240 V 277V Max. continuous 208 V output current 240 V 277V 3.0-1 „» 3.8-1 „, 5.0-1 „ 3000 W 3800 W 5000 W 3000 W 3800 W 5000 W e-a-1™ 6000 W 6000 W 7.5-1 „„ 1O.O-1 „„ 1H 7500 W 9995 W 114 7500 W 9995 W 114 208V/240V/277V 183 211 244 14.4 A 18.3 A 24.0 A 12.5 A 15.8 A 20.8 A 10.8 A 13.7 A 18.1 A 28 8 A 25.0 A 21 .7 A Admissible conductorsize (AC) Max. continuous utility back feed current Nominal output frequency Operating frequency range Total harmonic distortion Power factor GENERAL DATA Fronius IG Ru«3.0-1 „, 3.8-1 W1 8.0-1 „„ Max. Efficiency CEC Efficiency 208V 240V 277V 95.0 % 95.0 % 95.5 % 95.5 % 95.5 % 95.5 % 95.5 % 95.5 % 96.0 % Consumption in standby (night) Consumption during operation 8W 6.0-1™ 95.5% 96.0% 96.0% 15W 229V (-12/4-10%) 284 V (-12 / +10 %) 305 V (-12 / +10 %) 36.1 A 48.1 A 54 31.3A 41.7A 47 27.1 A 36.1 A 41 No. 14 - 4 AWG OA 60 Hz 59.3 - 60.5 Hz <3% 1 7.5-1 m, 10.0-1,™ 11.' 96.2 % 95.0 % 95.0 % 95 S5.5 % 95.5 % 96 U6.o "A ae.o % 96 < 1 W Cooling Controlled forced ventilation, variable fan speed Enclosure Type Unit Dimensions (W x H x D) Power Stack Weight Wiring Compartment Weight 17.1 x 24.8x9.6 in. 17.1x36.4x9.6 31 Ibs. (14 kg) 24 Ibs. (1 1 kg) Admissible ambient operating temperature Compliance PROTECTION DEVICE Fronius IG Plus UL 1741-2005, IEEE 1547-2003, IEEE 1547.1 3.0-1 m 3.8-1 „,, 5.0-t „ 57 Ibs. (26 kg) 26 Ibs. (12 kg) -A ... NEMA 3R n. 1 122°F (-20 ... +50-C) £ •s i -<„«, "--Mo-. tt.0-3.wMp * 00 W 11400 W 12000 W £ 00 W 11400W 12000 W g 208 V / 240 V 277 V j I .8 A 31. 6 A' n.a. :;; 5 A 27.4 A' n.a. 1 8 2 A n.a. 14.4 A' | 1 E i 1 " E 1 «„,, 11.4-3 ^ 12.0-3 „„„, | .2 5 % 95.0 % n.a. | 0 % 95.5 % n.a. | 0 % n.a. 96.0 % £ 1 22 W •- ! | 7.1 x 48.1x9.6 in. ~ 82 Ibs. (37 kg) S 26 Ibs. (12 kg) r I ,ANSI/IEEEC62.41,FCCPart15A&B,NECArticte690,C22.2No. 107.1-01 (Sept. 2001) Z ao-1^.7.5-1 „„, 1O.O-1 „„ 11^Mu., 11.4-3M. 12.0-3.^ | Ground fault protection Internal GFDI (Ground Fault Detectot/lnterrupter); in accordance with UL 1741-2005 and NEC Art. 690 | DC reverse polarity protection Internal diode -s3 Islanding protection Internal; in accordance with UL 1741-2005, IEEE 1547-2003 and NEC "| Over temperature Oulput power derating / active cooling J * per Phase i;i:i^!:lM^ Fronius USA LLC Solar Electronic Division 10421 Citation Drive, Suits 1100. Brighton, Michigan, 48116 E-Mail; pv-us@fronius.com www.fronius-usa.com I I 1 £ CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. MOUULLb: (23) EVERGREEN # ES-A-205-FA3 MOUNTING KEELUE RACK/SOLARCTTY SOLAR RAIL INVtK Icn: (1) FRONIUS # IG PLUS 5.0 (240) CUSTOMER: MORI, KENICHI CUSTOMER ADDRESS: 2032 LADERA CT CARLSBAD, CA 92009 8582157235 PV 8 DESCRIPTION: MORI RESIDENCE 4.715 kW ROOF MOUNT PV SYSTEM JOB NUMBER: JB-920058 00 REV: 393 Vintage Park Drive, Suite 140 Foster City, CA 94404 T:(650) 638-1028 | F:(650) 638-1029 (888)-SOL-CITY (765-2489) | www.SOlarcity.com 1 -\^— NX— - A \X~NX-~NX-NX- / -NX SX~ NX NX" N/—S/^A x ( AW K . (^c^/^^J^9 CARTR. CROC REV REVB BY CRC DAT?' 8/25/69 PROJECT MANAGER *DESIGN: CARYC DATE 7/9/2009 JPNICK ' COMMENTS / v ADDED SIGNATURE TO ALL DRAWNG SHEETS. PMOUCT GROUP: RESI LEASE CONFIDENTIAL - THE INFORM BE USED FOR THE BENEFIT OF SHALL IT BE DISCLOSED IN WH( THE RECIPIENT'S ORGANIZATO SALE AND USE OF THE RESPEC THE WRITTEN PERMI ; < /\ •13 rE9 MOUNTING HARDWARE ^••^frwl '^•VS^P^ •SB] f* C D T 1 E7 1 f* ATI— Product ServiceEJ3 w C r\ 1 iri\sMI C •xfl No. BOS 04 18894 037 ^M Holder of Certificate: Kee Safety Ltd. B^BJ E^lK^9•QB^B•3 Production pM Faclllty(ies): 1 BoultonRoad Reading RQ20NH UNITED KINGDOM 46030 Kl Certification Mark: ^^P^B^ D frnv/1 B^B f^Eg Product: ^3 Model(s): ^jj Parameters: BBlBjflBBB BBiIBIHM|BIB HWlK"B Pipe connector Kee Lite pipe joint connection Couplings: L 10. L 14. 1 15. L 19, L 20, i. 21, L 25, L 26 L 45] LF 50, LM' 50, LB 54, L 1 14 Flanges: LM 56, L 61. L 62, L 88, L 152 1 150, L 184 (only size 8) Sizes: 7 and 8 Material: Aluminium alloy A 356-T6 Range of application: l.g. Guard railings, racking, bracing file fittings are not suitable for the use In scuffoldlngs Further technical data see page 2 and 3 m^m Tested according to: PPP 52175:2001 K9| The product was tested on a voluntary basis and complies wtth the essential requirements. The BiiB certification mark shown above can be affixed on tie product. The certification mark must not be Kjl altered In any way. See also notes overleaf. •jjjfl Test report no.: BKB Date, 2003-04-03 70027372 x*"} ^J&BBI^^^.X/7 ABA.M-^*^ ^9|^^^^^9^^^Hjfl Page 1 of 3 -wmmmr E^B TUV SOD Product Service GmbH • Zertifizierstellc • Ridlerstrasse 65 • 80339 Munchen • Germany•B1^^™/ AT10N HEREIN CONTAINED SHALL NOT ^NYONE EXCEPT SOLARCITY INC., NOR IE OR IN PART TO OTHERS OUTSIDE J, EXCEPT IN CONNECTION WITH THE T1VE SOLARCITY EQUIPMENT, WITHOUT SSION OF SOLARCITY INC. PB CERTIFICATE •3 Nr. B 08 04 18894 037 '•nl:REB Technical Data DB^BjBJB Material: HiHBJjB Pipe joint connection: K^B Clamp screw: BSjB [SB Starting torque of the set screw: E9 Safety factor: Product Service Aluminium alloy A 356 - T6 Caseharding steel, organic zinc 39 Nm 2,0 EB] Safety notes: The permissible working load of the set screws, fixings and •jB building materials must be considered when selecting the type •J9 of mounting for the flanges of guard railings. •SB Only on the condition that the fittings with bottom and wall BSj flanges are mounted on a plane underground the allowed gSB] bending moments applies. ft^B Due to dynamic load influences screwed connections ma^ (BJIB loosen. The tight fit of all screw connections must beicnecked •|B at regular intervals and tightened up if necessary. ThelrftSrVal * * ', BjBJ depends on the respective use and must be laid dowji t^ythe, • • BBl operator. •••••• •••• ••< H^fljBBl • • • • • BjjBI The permissible tensile and slip loads are differentiated between, •• •••••• • mam tubes with one and/or two clamp screws gripping on the tube. * * '•PHI •••• • ••• •« •M • • • •• • •• ••B The following abbreviations are used in the table: ••••• • " . . mffm K^fl 1 clamp screw, gripping of the tube: K^fl 2 clamp screws, gripping of the tube: EjBn H ^.,«u •••••• •••• 1 cs-g-t. *•,»," ... 2 cs-g-t. •• •• •• *.!••* B8B TUV SUO Product Service GmbH • Zertiiizierslelle • Ridlerstrasse 65 • 80339 Munchen • Germany••I^^B MODULES: (UlUltK DEStWIIUTC (23) EVERGREEN # ES-A-205-FA3 MORI, KENICHI MORI RESIDENCE HOUNHN6 srsiue UOIUMCK ADDRESS: KEEUTE RACK/SOLAROTY SOLAR RAIL 2032 LADER/ (NVtKlUC (1) FRONIUS # IG PLUS 5.0 (240) 8582157235 \.CT A 92009 JB-920058 00 PV 9 REV: B **!••. . (. i * •• .. • ••., !!• \\fj^ ^ SolarCity 393 Vintage Park Drive, Suite 140 Foster City, CA 94404 T:{650) 638-1028 | F:(650) 638-1 029 (888)-SOL-CITY (765-2489) | www.solarcity.cotn MOUNTING HARDWARE CERTIFICATE Nr. BOS 04 18894 037 Product Service type L10 L10 L14 L14 L15 L15 L19(1 L19(1 L20 L20 L21 L21 L25 L25 L26 L26 L45 L45 L61 L61 L62 L62 L68 L68 L114 L114 L150 L152 L152 L164 LM 50 (1 LM 50(1 LF 50(1 LF 50(1 LB 54 " LB 54(1 LM 58<2 7 8 7 8 7 8 7 8 7 8 7 8 7 8 7 8 7 8 7 8 7 8 7 8 7 8 8 7 8 8 7 8 7 8 7 8 7/8 max. bending loads (KNm) 0,90 1,0 0,3 0,6 0,90 0,75 0,75 0,90 0,40 0,75 1,0 1,0 0,9 1,0 0,90 0,90 0,75 0,90 0,75 0,90 0,90 0,90 0,90 0,75 1,2 1,0 1,2 1,2 max. slip load 1 cs-g-t. 2 cs-g-t. max. tensile load (KN) 7,0 7,0 7,0 8,0 7,0 8,0 7,0 7,0 7,0 8,0 (KN) 14,0 16,0 1 cs-g-t. (KN) 6,0 7,0 7,0 8,0 7,0 8,0 7,0 8,0 6,0 7,0 6,0 8,0 7,0 8,0 7,0 8,0 7,0 8,0 2 cs- g-t (KN) 7,0 7,0 7,0 8,0 7,0 8,0 7,0 8,0 7,0 8,0 10,0 14,0 14,0 14,0 14,0 11,0 15,0 1) The fittings named LF 50, LM 50, LB 54, LM 58 and L 19 are not suitable to absorb bending load, bending moments are not allowed 2) The stated tensile load refers to the swivel eye, tensile direction 45 degrees to flange-base Page 3 of 3 TUVSUO Product Service GmbH • Zertifizierstelle • Ridlerstrasse 65 • 80339 Miinchen • Germany Kee Lite® Technical Information • Kee Lite Fittings are made from Ngh grade Aluminum Silicon Magnesium Alloy • Recommended set screw torque for Kee Lite Size 6 is 20 Ibs./ft. • Recommended set screw torque for Kee Lite Size 7, 8. 9 is 29 lbs./ft. • Minimum slip load capacity for Sizes 7, 8, and 9 on aluminum Schedule 40 pipe: 1,700 Ibs (Safety Factor • • Minimum slip load capacity for Sizes 7, 8, and 9 on steel Schedule 40 pipe: 2,000 Ibs (Safety Factor = 2) • Set screws are designed to resist thread stripping •Minimum Material UTS: 33,000 PSI • A range of Kee Lite Fittings have undergone independent testing by TOV The current T(JV Certificate with a tilting of tested components can be found on the wmvJeeeKte.com website 2) I Registered design rights relating to one or more of the fittings in the \ Kee Lite range exist in various countries. Kee Lite Pipe Reference Chart Kee Lite Pipe Ref. 6 7 8 9 Norn. Bore* inches 1 11/4 1 1/2 2 Pipe Dia. O.D. inches 1.32 1.66 1.90 2.38 Fitting I.D. inches 1.38 1.72 1.94 2.41 Tube Dia. O.D inches 1 6/16 1 5/8 1 7/8 2 a/s •Nominal Bore is an arbitrary dimension because the bore varies with the wall thickness of the pipe. Pipe sizes are shown in the table and in the drawings below. Pipe For Your Structure Structures built using Kee Lite Fittings will require either steel or aluminum pipe. We suggest using Schedule 40 Anodized Aluminum Pipe, Alloy 6105 - TS/6 which we have in stock. Pipe is available for fittings sizes 6,7,8 and 9 in either 24 foot or 12 foot long sections. We can even cut pipe to your exact requirements. Kee Lite Aluminum Fittings are designed to suit Schedule 40 (aluminum and steel) pipe sizes 1" - 2". ADA Compliant Handrail The Americans With Disabilities Act of 1990 requires that public buildings and facilities are accessi- ble. Hotels, theaters, shopping complex- es, retail stores, museums, libraries, parks, restaurants, day care centers, pri- vate schools, and simlar places of public accom- modation may not discriminate on the basis of disabilty (Reference 28 CFR 36.201). New con- struction must be accessible, and physical barri- ers in existing places of public accommodation must be removed if readily achievable. Kee Lite Type L160 is complaint with ADAAG (ADA Accessibility Guidelines) for handrails and ramps. Slze6 USA Kee Industrial Products, Inc. 100 Slradtrnan Street Buffalo, NY 14206 Telephone: (716) 896-4949 Fax: (716) 896-5696 Toll Free (800) 851-5181 I Size?Sizes Canada Kee Industrial Products, Ltd. 219 Connie Crescent, Unit 9 Concord, Ontario L4K 1L4 Telephone: (905) 669-1494 Fax: (905) 669-4347 Toll Free (877) 505-5003 Kee Lite is a Registered Trademark of Kee Klamp Limited. No part of this publication may be reproduced h any torm wihout poor written permission from Kee Industrial Products Copyright 20007 Kee Industrial Products. Inc. All Rights Reserved White every ettort has been made to ensure the accuracy of the information contained tn this doouinent, Kee Industrial Pro ble tor any errors or omissions. Kee Industrial Products, Inc. antl/or Its affiliated companies reserve the right to ater or w andAjr Ha affiliated companies accept no responsblllty for any toss or damage arising trom Improper use of their products. Size9 Internet Website: www.keelite.corn Email: info@keelite.com Is, Inc. arc/or Is affiliated companies cannot be held responsl- •aw products without prior notice Kee Industrial Products. Inc. KU2P0507 V AZ.1.0 SOLARCITI PROJECT MANAGER: *DESIGN: CARYC DATE 7/9/2009 CROUP: RESI LEASE CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. MUUULLb: (23) EVERGREEN # ES-A-205-FA3 MOUNIINfa bibltN: KEELTTE RACK/SOLAROTY SOLAR RAIL INVtKltn: (1) FRONIUS # IG PLUS 5.0 (240) CUSTOMER: MORI, KENICHI CUSTOMER ADDRESS: 2032 LADERA CT CARLSBAD, CA 92009 8582157235 REVB CRC 8/25/09 ADDED SIGNATURE TO ALL DRAWNG SHEETS. PV 10 DtSCKlPHON: MORI RESIDENCE 4.715 kW ROOF MOUNT PV SYSTEM JOB NUUbtK JB-920058 00 REV: «"Solai€ity 393 Vintage Park Drive, Suite 140 Foster City, CA 94404 T:(650) 638-1028 | F:(650) 638-1029 (888J-SOL-CITY (765-2489) | www.solarcity.com VENT SPANS, TYP. MINIMUM VENT HEIGHT IS 6" ABOVE THE SURFACE OF THE ROOF PER UPC SECTION 906.1. UPC SECTION 311.5 STATES "NO FITTING, FIXTURE, AND PIPING CONNECTION, APPLIANCE, DEVICE, OR METHOD OF INSTALLATION THAT OBSTRUCTS OR RETARDS THE FLOW OF WATER, WASTES, SEWAGE, OR AIR IN THE DRAINAGE OR VENTING SYSTEMS, IN AN AMOUNT GREATER THAN THE NORMAL FRICTIONAL RESISTANCE TO FLOW, SHALL BE USED UNLESS IT IS INDICATED AS ACCEPTABLE IN THIS CODE OR IS APPROVED PER SECTION 301.1 OF THIS CODE." FROM THIS SECTION, IT IS CLEAR THAT MOUNTING SOLAR .MODULES OVER A VENT IN A MANNER THAT WILL NOT HAVE A GREATER FRICTIONAL RESISTANCE TO AIR FLOW WOULD BE ACCEPTABLE. EQUATIONS: THE FRICTIONAL RESISTANCE TO FLOW IS DIRECTLY PROPORTIONAL TO THE AREA THAT THE AIR CAN FLOW THROUGH. IN THE VENT THAT IS THE AREA OF THE VENT PIPE. Avent = 7T*R2 WHEN THE AIR EXITS THE VENT, THE AREA IT HAS TO FLOW THROUGH IS THE CIRCUMFERENCE OF THE VENT TIMES THE VERTICAL DISTANCE BETWEEN THE VENT AND THE MODULE ABOVE (IN THIS CASE, WE ARE LEAVING THE DIAMETER OF THE VENT BETWEEN THE TOP OF THE VENT AND THE BOTTOM OF THE PANEL). THIS METHODOLOGY ASSUMES THE WORST CASE SCENARIO OF MOUNTING THE MODULES HORIZONTALY OVER THE VENT. IN ACTUALITY, THE MODULES WIL BE TILED WHICH WILL OFFER MORE AREA FOR AIR TO FLOW THROUGH. Agap - C*CLEARANCE Agap - 2*7T*R*D - 4*7T*R2 SOLAR MODULE ATTACHED TO ROOT BY STANDOFFS SIZED TO CREATE APPROPRIATE CLEARNCE DETERMWED BELOW H K-VENT DIAM. CLEARANCE 1 I VENT HEIGHT I NON-HEAT PRODUCING PLUMBING VENT PIPE Agap 4*7T*R2 > 7Y*R2 FROM THE EQUATIONS ABOVE, IT IS EVIDENT THAT MOUNTING THE MODULES IN THIS MANNER ALLOWS 4 TIMES THE AMOUNT OF AIR FLOW ABOVE THE VENT THAN IN THE VENT ITSELF. VENT HEIGHT WILL BE A MINIMUM OF 6 INCHES ABOVE THE ROOF, OR THE MINIMUM VALUE ALLOWED BY LOCAL BUILDING CODE. (LA CODE) MINIMUM CLEARANCE BETWEEN THE TOP OF THE VENT AND THE BOTTOM OF THE SOLAR MODULE FRAME SHALL BE AT LEAST THE DIAMETER OF THE VENT. OR IF VENTS ARE LOCATED UNDER MODULES AND THERE IS NO FRAME ALONG THE LINE FROM THE LOCATION OF THE VENT IN THE DIRECTION OF SLOPE OF THE ROOF TO THE TOP OF THE ARRAY, THE MINIMUM CLEARANCE MAY VE REDUCED TO 2 INCHES BETWEEN THE VENT AND THE MODULE. IN THE DIRECTION OF THE SLOPE OF THE ROOF, THERE SHALL BE A GAP OF AT LEAST J INCH BETWEEN MODULES THE ROOF SLOPE MUST HAVE A MINIMUM INCLINATION OF 10%, OR THE PANELS MUST BE SLOPED AT A MINIMUM INCLINATION OF 10%. STAMPED & SIGNED FOR STRUCTURAL ONLY • • •• • I REV BY D#TE COMMENTS PROJECT MANAGER: DESIGN: CARYC DATE: 7/9/2009 RESI LEASE CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. MODULES: (23) EVERGREEN # ES-A-205-FA3 MUUnllNb MbltM: KEELITE RACK/SOLAROTY SOLAR RAIL INVERTER: (1) FRONIUS # IG PLUS 5.0 CUSTOMER MORI, KENICHI CUSIGKn ADDRESS: 2032 LADERA CT CARLSBAD, CA 92009 8582157235 REV B CRC 8/25/09 ADDED SGNATURE TO ALL DRAVHNG SHEETS. PV11 DESCRIPTION: MORI RESIDENCE 4.715 kW ROOF MOUNT PV SYSTEM JUo NUMBER JB-920058 00 REV: SolarCity 393 Vintage Park Drive, Suite 140 Foster City, CA 94404 T:(650) 638-1028 | F:(650) 638-1029 (888)-SOL-CITY (765-2489) | www.sotarcity.com