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2056 PALOMAR AIRPORT RD; PV; CB043877; Permit
City of Carlsbad 1,1635 Faraday 'AvjCarI"bd, CA 92008 Q1-2O-2005 "Eiéctricá! Perñ,it ': Permit No: CB043877 Building Inspection Request Line (760) 602-2725 p U -( .t 1 Job Address: 2056 PALOMAR AIRPORT RD CBAD .. . - Permit Type: ., ELEC S... ' Status: ISSUED Parcel No: 7602212100 -. Lot #- 0 Applied: 10/14/2004' I Entered By SB Reference #: - Plan Approved: 01/20/2005 -issued: 01/20/2005. Project Title: .. .JET-SOURCE ADD P.V. SYSTEM TO •. Inspect Area: BUILDING , .. . SOCACSOLAR ENERGY INC. RIECK DEIS<DBA QUALITY AIRCRAFT CARE> 2056 PALOMAR AIRPORT RD 23542CAMPESTRE 92691 CARLSBADCA 92008 . 877-760-4232 7 S / Electric Issue Fee • Single Phase per AMP Three Phase per AMP :Three Phase 480 Per AMP RemodeI/AIte ration per AMP Remodel Fee / Temporary Service Fee Test Meter Fee j Other ElectricalFes Additional Fees Q TOTAL PERMIT FEES ' cY' $10.00 $0.00 S ._O $0.00 $0.00 \ -.5 V $0.00 j .00 I $120.00 . • 7 . . / / . Total Fees: .. $120.00 Total Payments To Date. c/ '—$0.00 Balance Due: $120.00 .. .. -------------- / • . U30.1LDIN6 PLANS .00.01/20/05 .' . S . . . .0002 01'02 tATTACHED . • 5 C1t3p • - 12000 FINAL APPROVAL..— Inspector: Date: 3 'aS Clearance: .' NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of tees, dedications, reservations, or other exactions hereafter collectively ieferred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these tees/exactions. It 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 wafer and sewer connection lees and capacity changes, nor planning, zoning, grading or other similar'applicaf ion processing or service tees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. ., S PERMIT APPLICATION . .CITY OF CARLSBAD BUILDING DEPARTMENT 1 1635 Faraday Ave., Carlsbad, CA 92008 - FOR OFFICE USE ONLY PLAN CHECK N0.a'q77 EST. VAL. \'7 Plan Ck. Deposit Validated By Date ial Address (include Bldg/Suite #) Business Name (at this address) () 1o.I&,w- fb1T (k. Legal Description Lot No. Subdivision Name/Number . Unit No. Phase No. Total # of units Assessor's Parcel # - Existing Use Proposed Use - Description of Work SQ. FT. #of Stories - # of Bedrooms # of Bathrooms Sic>XIc LiQNIT,PEQN. (if diflerent from applicant)_. - -i---- - Name Address City State/Zip Telephone # Fax # 3TAPPLICANTJ Contractor 0 AjiforContractorO 0wni_0 AifQwner - 1 Name 1' 5 Address City State/Zip Telephone # Name Address City • State/Zip Telephone # LiONTRAcTOR:cOMPANY NAME I (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to 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 is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001). Name Addr '' city State/Zip '7 Telephone# State License (P_'1 License Class c1OJ Z _ City Business License # i 3 l31 I -- Designer Name fress City StWte/Zip Telephone State License # 23 ! _St4 6WORKERSCOMPENSATI0N_______________ ,. ,Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 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 worker's compensation insurance carrier nd policy number are: Insurance Company r,5..1e'U Policy No.'2.63..63( Expiration Date_________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) o 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 ($100,000), i ddition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. 'SIGNATURE _L...4' DATE rrr,:.tt:r.tr-.----- hereby affirm that I am exempt from the Contractor's License Law for the following reason: - 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property 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). 0 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). 0 I am exempt under Section Business and Professions Code for this reason: -. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES [_1 NO ((have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): I 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 - number I contractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE - ÔMLETE THIS SECTION FORNON-RES!DEN77A(BUILDINiERMffcONLY_Ti _- _'- .71 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-Tanner Hazardous Substance Account Act? 0 YES 0 NO - Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES D NO - -. - - IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE '-REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. • - 'CONSTRUCTIÔNLE11NAGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME - LENDER'S ADDRESS_______________________________________________________ 1APPLICANERTAñON _-'_-. I certify that I have read the application and state that 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. Ihereby authorize representatives of the Cit, 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 excavationsover 5'Ô" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for eriod of 180 days (Section 106.4.4 Uniform Building Code) - - - - APPLICANT'S SIGNATUR,K(..J'? DATE WHITE: File YELLOW: Applicant PINK: Finance - - - City of Carlsbad Bldg Inspection Request 171% ®R 9-K I For: 01/26/2005 Pe;mit# CB043877 Inspector Assignment: ,A-A Title: JET SOURCE ADD P.V. SYSTEM TO Description: BUILDING Type: ELEC Sub Type: Phone: 9492544713 Job Address: 2056 PALOMAR AIRPORT RD Suite: Lot 0 Location: Inspector: / APPLICANT SOCAL SOLAR ENERGY INC. Owner: RIECK DENNIS <DBA QUALITY AIRCRAFT CARE> Remarks: MAIN PANEL INSPECTION Total Time: Requested By: JIM PIRAT Entered By: CHRISTINE CD Description Act Comment 34 Rough Electric Associated PCRs/CVs Inspection History Date Description Act Insp Comments ts. I EsGil Corporation In Partnership with Government for Building Safety DATE: 1/14/05 JURISDICTION: Carlsbad PLAN CHECK NO.: 04-3877 SET: III PROJECT ADDRESS: 2056 Palomar Airport Road D A ICANT JURIS. 0 PLAN REVIEWER 0 FILE PROJECT NAME: JetSource Solar Photovoltaic System Hanger 4 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. LII 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. LI 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 #: 949 540-0350 0 Date contacted: (by: ) Fax #: 949 215-6677 Mail Telephohe Fax In Person 0 LII REMARKS: By: Eric Jensen Enclosures: Esgil Corporation LI GA LI MB LI EJ LI PC 1/6 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In Partners flip with government for Bui(4ing Safety DATE: 12/17/04 JURISDICTION: Carlsbad PLAN CHECK NO.: 04-3877 SET: II U.AP-PUQANT S. U PLAN REVIEWER U FILE PROJECT ADDRESS: 2056 Palomar Airport Road PROJECT NAME: JetSource Solar Photovoltaic System Hanger 4 LI 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. Z 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: SoCal Solar Energy 23542 Campestre Mission Viejo CA 92691 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 #: 949 540-0350 Date contacted: iz..ii 7/o'-( (by: (c.._) Fax #:949215-6677 Mail e1phone -_- Fax In Person LI REMARKS: By: Eric Jensen Enclosures: Esgil Corporation EGA [:1 MB EEJ LIPC 12/9 trnsmtLdot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858)560-1468 • Fax(858)560-1576 Carlsbad 04-3877 12/17/04 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 04-3877 PROJECT ADDRESS: 2056 Palomar Airport Road DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 12/9 12/17/04 REVIEWED BY: Eric Jensen FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform 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. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the originals 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? E3 Yes El No 'Carlsbad 04-3877 12/17/04 ELECTRICAL CORRECTIONS PLAN REVIEWER: Eric Jensen 1. The licensed designer must sign the approved set of the plans. 2; New plans (Admittedly much more complete) have been submitted. The following corrections are based upon the new design. Confirm with the City that a mechanical permit has been issued or if one is required for the mechanical equipment changes on the rooftop. ELECTRICAL (1999 NATIONAL ELECTRICAL CODE) The revised service room layout doesn't meet required Code clearances. (Twice the clearance is required for the 1,200 ampere service if one door is used and the door edge is too close to the service). Please address. Describe the ventilation provided in the main service/photovoltaic equipment room. Heat removal will be required. The maintenance hanger feeder does not contain an equipment ground and the neutral is unbonded? Please review and revise. The typical arrangement from the panels to the combiner boxes: I'm not sure why the conduit spacing at the combiner box? The protective EMT must be bonded however. The derating for the number of conductors is (Maximum 6 conductors) 80% not the 1.0 used. Please clarify that a maximum of 6 conductors (If this is the .case) are permitted interior of the conduit system on the roof layout plan. A plaque is also required adjacent to the maintenance building disconnecting means announcing the existence of a solar system feed. + Overall an excellent solar design. Note: If you have any questions regarding this Electrical plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil Corporation In Partnership with government for Bui&uing Safety DATE: 10/28/04 UA CANT LI URIS. JURISDICTION: Carlsbad El PLAN REVIEWER Q FILE'. PLAN CHECK NO.: 04-3877 SET:! PROJECT ADDRESS: 2056 Palomar Airport Road PROJECT NAME,: JetSource Solar Photovoltaic System Hanger 4 The plans transmitted herewith have been. corrected where necessary and substantially comply with the jurisdiction's building codes. El ,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. El 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. LI 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: SoCal Solar. Energy 23542 Càmpestre Mission Viejo CA 92691 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: H (v Telephone Telephone #: 949 540-0350 Date contacted10/2 81OLf (by: ) Fax #: 949 215-6677 Mail —TeIephone........' Fax In Person LII REMARKS: By: Eric Jesen Enclosures: Esgil Corporation LIGA LIMB [IEJ LI PC 1 0/1 8 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Carlsbad 04-3877 10/28/04 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 04-3877 PROJECT ADDRESS: 2056 Palomar Airport Road DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 10/18 10/28/04 REVIEWED BY: Eric Jensen FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform 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. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the originals 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? E3 Yes C3 No Carlsbad 04-3877 10/28/04 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 04-3877 PREPARED BY: Eric Jensen DATE: 10/28/04 BUILDING ADDRESS: 2056 Palomar Airport Road BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code lcb IBY Ordinance I 1994 UBC Building Permit Fee I I 1994 UBC Plan Check Fee v] I $240.00I Type of Review: LI Complete Review fl Structural Only LI Repetitive Fee Repeats * Based on hourly rate Li Other Hourly I 21 Hours* Esgil Plan Review Fee I $192.00I Comments: -- 11 Sheet 1 of 1 macvalue.doc CarIsbad 04-3877 10/28/04 ELECTRICAL CORRECTIONS PLAN REVIEWER: Eric Jensen The licensed designer must sign the approved set of the plans. Confirm with the City that a mechanical permit has been issued or if one is required for the mechanical equipment changes on the rooftop. ELECTRICAL (1999 NATIONAL ELECTRICAL CODE) Clarify the feeder conductor sizing and number of conductors for the "DEFG" conductor descriptions. I see the schedule however it is not clear as to whether the number of conductors is three per phase or a total of three. Complete the equipment grounding/grounding electrode description on the single line diagram: •• Size of conductor from the meter/disconnect switch. + Size of conductor to the inverter •• Connection to collector boxes and panels. •• Equipment ground from the meter to the isolation transformer. Provide calculations for the 2/0 conductors from the collector boxes to the inverter. It appears vastly oversized and as such is not a Code violation. I'm curious as to how the size was determined. Include the equipment layout position on the building floorplans: The inverter, collection boxes unit meter, transformer and disconnect switches. Describe this facility: It is described on the plans as administrative offices and hanger? Be sure to describe the classified locations on the floorplan and isolate any solar photovoltaic equipment from these areas. Note: If you have any questions regarding this Electrical plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB O (7I 37 7 DATE ADDRESS P4O RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$10,000.00) CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER /4.7 DATE' ENGINEER. DATE JOB# PAGE J OF C D5'CJ AN C5, /5 7a7 I7'A fl76AL /75).57g-L,,6 7-6_g6 2c A/Jr /S 0 JE 3/ A CLAX4L P5 r/// L) (F kZ 5 3 / 3 / 7fr/ 1 29 Th A i6 57c:7 7,AA/Zr 5 Yf7- A 175 A A1 c t A///ZI7 3P / SOtAR ?w-'1$.,6 39 V /11E 5Ppii'i<u75 Ar /4EJ/Ac'/C/4L f/,e SPiZijt/ PROJ ECT. ENGR DATE AUG (III 6 2004 MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 / JOB# PAGE 2. OF ?URL ///S IZ A C -'>&"/L r A7ZT H4/,t1L4! -V/1 7r(7 /5 49 /és .o (LL ° ) t *. 4(3) • /.:7 7./S u-4I3 / (I/ C038456 C) A 7'wc ' I ,7, .47 :7 k - 2 ,43 - C-Rt3 /g /1 ( N/ / '- 71/ZL//J 412,0 2AJ A/ 7/aJiL PL /• H /1 4 'b •. ,• •/Q (K PROJECT____ ENGR DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE.909-296-1044 FAX 909-296-1047 FROM : MoorCo Srujce Inc FAX NO. : 760 722 0594 Jul. 19 2004 02:54PM P2 -_- --- ci 17 Ilk '1 . _:..:.4 .. _ A-P . -... . ".. ... . ....-..-.,-.--.. ......:..... - /*. . ..--.-- -....Ct . c .. ... . . .-............................................ . \-' Nwa ' Effti33kFr ' Sxx 4Ma x Ixx' Cw YXo\Ro 'V Area',Weht lxx Thickness zxmzmasza;i 61 _ 800S137-33 0.0346 0.388 1.32 3.198 0.799 2.873 0.073 0.435 3.198 0.663 13.10 455 4.335 0.155 0.948 -0.709 2.991 0.944 800S137-43 0.0451 0.503 1.71 4.134 1.033 2.866 0.093 0.430 4.134 1.033 20.42 1008 4.000 . 0.341 1.202 -0.700 2.981 0.945 800S137-54 0.0566 0.627 2.13 5.110 1.277 2.855 0.112 0.423 5.110 1.277 28.89 2006 4.000 5.110 1.249 37.38 2006 4.032 0.670 1.460 .0.691 2.967 0.946 800S137-68 0.0713 0.782 2.66 6.303 1.576 2.839 0.134 0.414 6.303 1.576 36.74 4048. 4.000 6.303 1.573 54.40 4048 4.003 1.325 1.762 -0.680 2.948 0.947 800S137-97 -0.1017 1.093 3.72 8.597 2.149 2.805 0.169 0.394 8.597 2.149 53.09 9037 4.000 8.597 2.149 78.22 11124 4.000 3.767 2.295 .0.658 2.908 0.949 boS12 330 346 4cr'i 5 3 582 0 757 4 96 '455 T36 0 io5 I o i -t, Th2 0908 800S162 43 0 0451" 0 537 1 83 633 1 158 ,2 937 0 160'0 546 -4 633 158 2289 1008 4 000 0364 2056,,-0 %4j 3132 0910 800S162 54 "00566 0670 228 5 736 1 434 2 539 5736 ) 434 .31 83"2006. 4000 '5736 1 397 4i 841 200' 039 0 715,2 509 b932 3 119 0911 800S162 68 00713 0 836 284 j7 089, l 772 ,'2 913'O 235.9 530 7 0894,1772 4041 4048 i 000 7O891 5Z4048 '4 013 1 413 0472lj3301 800S162.970j017.. 38V2 sip V. 42827j.p374 OOC' 9 1132 4?88Q 4jQi' 4Q3Qi4 &06 BOOS200-331 0.0346 0.448 1.52 4.096 1.024 3.023 0.227 0.712 4.096 0.812 16.04 455 4.410 0.179 2.945 -1.306 3.369 0.850 800S200-43 0.0451 0.582 1.98. 5.302 t.325 3.018 0.292 0.708 .5.302_1293_25.54 1008 4.038 - 0.395 3.763 -1.295 3.359 0.851 800S200-54 0.0566 0.726 2.47 6.573 1.643 3.009 0.357 0.701 6.573 1.643 35.75 2006 4.000 6.573 1.475 44.15 2006 4.168 0.775 4.612 -1.286 3.346 0.852 800S200-68 0.0713 0.907 3.09 8.140 2.035 2.996 0.435 0.692 8.140 2.035 45.29 4048 4.000 8.140 1.964 65.21 4048 4.055 1.537 5.631 -1.275 3.329 0.853 800S200-97 0.1017 1.271 4.32 11203 2.801 2.969 0.576 0.673 11203 2.801 65.12 9037 4.000 11 2M 2.801 96.63 11124 4.000 4.381 7.524 -1.253 3.292 0.855 800S20 430lS451 l53325 95008T21' 0836 7693r686.3 628},0 784 800S250 54., 00566 800S250 68 . 00713' 07832 66 7 465 1 8663 08810 64140 886 A ' ''9 261' '1 ' 465 1 712,t,33 82 '2006434 q61 2240 4426 ''4048 ''4053 7 78')'1'52545 66-t 20064 323 9261 603t59 96 4048.4219 i658 9 52' I 674S3 611'-'0 78c 909 1053 0073 1350 787 1000S16243' 0.0451 0.627 2.13 8.025 1.605 3.577 0.168 0.518 8.025 1.414 27.94 802 5.292 - 0.425 3.404 -0.836 3.709 0.949 10005162-54 0.0566 0.783 2.66 9.950 1.990 3.565 0.204 0.511 9.950 1.990 39.32 1593 5.000 9.950 1.712 51.26 1593 5.332 0.836 4.160 -0.827 3.696 0.950 1000S162-68 0.0713 0.978 3.33 12.325 2.465 3.550 0.246 0.502 12.325 2.465 56.20 3209 5.000 12.325 2.465 73.80 3209 5.000 1.658 5.060 -0.817 3.677 0.951 1000S162-97 0.1017 1.377 4.67 16.967 3.393 3.516 0.320 0483 16.967 3.393 81.43 9037 5.000 16.967 3.393 120.37 9461 5.000 4.731 6.708 -0.795 3.637 0.952 b0S203 1000S200 54 ,b 0566, 2 28i760 0 8926 11 78422 666t,p 31.8 .0 641 ,11 278.2.256 '44 57 000 $JJ 11 278 .05jL 0'59 40896 7 5951 53,3 90i0 9..3 1000S200-68 0013' 0" 357 '13 99.2 799II3 65206O, 662 5?02. 3363 13994 799 28320925 000 13 9942.744.r82 32Q5 03 1861 uo '7j9,?9 2912t3 883 6840 915 1000S250-43' 0.0451 0.717 2.44 10.203 2.041 3.771 0.531 0.860 10.203 1.617 31.95 802 5.508 0.486 10.404 -1.535 4.161 0.864 1000S250-54 0.0566 0.896 3.05 12.677 2.535 3.762 0.653 0.854 12.677 2.277 44.99 1593 5.213 12.660 1.879 5626 1593 5.63 0.957 12.805 -1.525 4.148 0.865 1000S250-68 0.0713 1.121 3.81 15.751 3.150 3.749 0.799 0.844 15.751 3.054 60.34 3209 5.060 15.751 2.670 79.94 3209 5.317 1.899 15.726 -1.514 4.130 /0.866 10005250-97 0.1017 1.576 5.36 21.827 4.365 3.722 1.072 0.825 21.827 4.356 98.40 9037 5.004 21.827 4.181 140.63 9461 5.082 5.433 21.268 -1.491 4.093 0.867 1200S162it -IJ 5j,8 3253k 28 26586 0 49 5182 953884 i 899 i66S RR j200Sffi2 70iQtZ 395L&2j13ip13J0 2664j1L8L.i814 ocip 2696j1 278j.41 "0' JV2.P 9i 17.662 2.143 64.17 1321 6.836 1.017 11.462 -1.047 4.478 0.945 1200S200-541. 0.0566 0.953 324 17.662 2.944 4.306 0.393 0.643 17.662 2.658 52.52 1321 6.281 - 12005200-68 0.0713 1.192 4.06 21.947 3.658 4.291 0.479 0.634 21.947 3.658 81.40 2658 6.000 21.947 3.265 97.75 2658 6.300 2.020 14.038 -1.036 4.459 0.946 0200S200-97 0.1017 1.677 5.71 30.417 5.069 4.258 0.635 0.615 30.417 5.069_117.87 7814 6.000 30.417 5.069 174.139 7814 6.000 5.783 18.876 -1.014 4.420 0.947 PO'M66- 1200S250-680 0713 i9"äi 83''03 263' 0 24b4 08102ff8360 813 19 6Ta679 Z94"132T' 6521 24484 3963t78 3f 2658 6065 1SW2 5 24 4843 14722i26586 643 fo7aT9 354f 395U040 9T2 2.141 23796 13844 6860 913 1200S250 971017 1 ñ9605j34 01 '69' 33ii21 0794 34016 5'.65&'i127 80 7814 6004 34016 5 446 3"15'7814' 6088 6134 '32260'.361 4648 0914 - . . 1 Web-height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads See Section Properties Table Notes on page 6. . . - - . ss_ Dry Type 600 Volts and Below www.squared.com WATCHDOG®, Type EE Energy Efficient Transformers FOR CURRENT INFORMATION Class 7400 The Environmental Protection Agency (EPA) has determined 61 billion kWH of electricity is wasted each year in transformer losses. Square D offers a complete line of transformers that can significantly reduce energy losses. Surveys have shown the 24-hour average loading of low voltage dry typp transformers in the United States is appoximately 35% of nameplate rating. The new Type EE Energy Efficient Transformers are optimized for maximum efficiency at these most common loading levels. Square D WATCHDOG 115°C or 80°C rise transformers offer significant energy savings in less common applications where the average daily loading exceeds 50% of nameplate rating. Type EE Energy Efficient Transformers Comply with NEMA standard TP-1 for optimum energy efficiency at 35% load. - Labeled for EPA Energy Star program. * More efficient than standard 150°C rise transformers at all load levels. Identical dimensions to standard, 150°C rise General Puipose transformers. Cost optimized to allow energy savings payback to owner in average 3-5 year period based on energy rate of $0065 per kWH. WA CatalogPrice Full Capacity Tem,.Rise (Pod Enclosure Single Phase - 240x480V Primary 120/240 V Secondary 60 Hz UL Listed 15 25 I5S1HEE 25S3HEE $ 2250. 2929. None 6-2.5%2 + 4* 150 150 190 270 170 170 37.5 37S3HEE 3904. 6-2.5%2+4-* 150 340 180 50 SOS3HEE 4748. 6-2.5%2 + 4-* 150 395 180 75 7553HEE 6439. 6-2.5%2+4-* 150 575 210 100 100S3HEE 8324. 6-2.5%2 + 4-* 150 818 220 167 167S3HEE 12288. 6-2.5%2+4-* 150 1246 240 Three Phase-480v Delta Primary 208V/120V Secondary 60 Hz UL Linlnd 15 15T31-1EE $ 2600. 6-25%2+4- 150 218 170 30 30T3HEE 3185. 6-2.5%2 +4- 150 266 170 45 45T3HEE 4795. 6-2.5%2 + 4- 150 382 18D 75 75T3HEE 7225. 6-2.5%2+4- 150 546 190 112.5 I12T3HEE 9625. 6-2.5°k2 + 4- ISO 657 210 150 15OT3HEE 12565. 6-2.5%2+4- 150 816 220 225 225T3HEE 16750. 6-2.5%2i-4- 150 1162 240 300 300T3HEE 21480. 6-2.5%2+4- 150 1646 250 500 500T68HEE 30040. 4-3.5%2+2- 150 2170 300 C750 75OT90HEE 55315. 4-3.5%2 +2- 150 3000 310 Not for construction. Contact your nearest Square 0/Schneider Electric sales office for certified prints. For additional information reference Bulletin No. 7400CT9801 or D-Fax'° number 2893. WATCHDOG LowTemperature Rise Transformers Designed for low energy losses at loads greater than 50% of nameplate rating. Extra long life expectancy using 220°C insulation system designed for full load operation at a maximum temperature rise of 115°C or 80°C instead of 150°C. Continuous emergency overload capability 0115% on 115°C rise and 30% on 80°C rise. kVA Catalog ra I Price I Taps Full Capacity I ( Pounda WeIght)s I Enctosureus Numbe 115°C Rise Single Phase - 240x480 V Primary 1201240V Secondary 60 Hz UL Listed 15 1SS3HF $2209. 6-2.5%2 + 4-* 230 170 25 25S3HF 2870. 6-2.5%2 + 4-* 325 180 37.5 37S3HF 3601. 6-2.5%2+4-* 350 18D 50 5053HF 4804. 6-2.5%2+4-* 450 210 75 75S3HF 6503. 6-2.5%2 + 4-* 650 220 100 - 100S3HF 7304. 6-2.5%2+4-* 1050 240 80°C Rise Single Phase - 240x480V Primary 120/240 V secondary 60 Hz UL Listed 15 T5S3HB $2425. 16-25%2+4-* 230 170 25 2553H5 3150. 6-2.5%2 • 4-* 325 180 37.5 37S3HB 3992. 6-2.5%2+4-* 350 180 50 SOS31-18 5282. 6-2.5%2 + 4-* 450 210 75 75S3H8 7155. 6-2.5%2 +4-* 675 220 100 100S3HB 8036. 6-2.5%2+4-* 1100 240 115°C RiseThree Phase-48o V Delta Primary 208Y/1 20 V Secondary 60 Hz UL Listed 15 15T3HFt $2401. 6-2.5%2 +4- 250 170 30 30T3HFf 3553. 6-2.5%2+4- 340 180 45 45T3HFt 5353. 6-2.5%2+4- 500 190 75 75T3HFt 7103. 6-2.5%2+4- 620 210 112.5 112T3HFt 8905. 6-2.5%2+4- 800 220 150 150T3HFt 11877. 6-2.5%2+4- 1025 240 225 225T3HF 16410. 6-2.5%2+4- 1450 250 300 300T3HFf 19952. 6-2.5%2 +4- 2495 300 500 500T901-tF 29218. 4-3.5%2.2- 3450 310 80°C Rise Three Phase - 480V Delta Primary 208Y/120V Secondary 60 Hz UL Listed 15 15T3HBt $2578. 6-2.5%2+4- 250 17D 30 30T3HBf 3801. 6-2.5%2+4- 340 180 45 45'T3HBt 5703. 6-2.5%2+4- 500 190 75 75T3HBt 7603. 6-2.5%2+4- 750 210 112.5 112T3HB 9606. 6-2.5%2+4- 850 220 150 15OT3HB 12907. 6-2.5%2+4- 1075 240 225 225T3HB 18052. 6-2.5%2 +4- 1450 250 300 300T3HBt 21953. 6-2.5%2 +4- 2100 300 500 5OOT90HB 32519. 4-3.5%2+2- 3900 310 For enclosure styles, see Dimensions Table on page 12-8. * when 240 volt Connection is used, there will be 3-5°h taps, 1 above and 2 below 240 volts. FCBN = Full Capacity Below Normal Lugs: furnished by customer. A Catalog numbers shown in bold type are available from Distribution Center. t Available from Distribution Center with copper windings. Add suffix CU to Complete catalog number. Example: 15T3HFCu. 00 I I Discount PE2 I Schedule © 2000 Square D All Rights Reserved 12-5 W5344 TWO HOLE SPLICE I 1 FOR W-200 125#IC I!: W-5345 FOUR HOLE SPLICE FOR W200, W210 265/C W5324,'28 [TWOHOECLEVISJ C :. Series 53 "U" SHAPE,FITTINGS Standard firish—etecIro•gatvanized W-5317 W-5342 "U" SUPPORT FOR TWO HOLE SPLICE DOUBLE CHANNEL FOR W•500 100 78/C hI'S31/ Li L{J THREE HOLE SPLICE FOR W-500 i I 130=/C i 5% W-5318 "U" SUPPORT 53 FOR W-800 I 'GI 76#IC Cat. No. A Wt LbSJC W.5324 4' - 80 w-5325 5" 89 W5326 6" ith 5327 - 7" 112 W-5328 8" 124 FITTING DATA: Each Fitting /4" thick / 1%" wide / holes /16" diameter / centered 1%" apart / '/16" from edge. 31 4JWesanco CJL77 249#(CFT 2 W-200. 12 ga x 1%".x 16/s" I__ r ACTUAL SIZE 1W' 191#/CFI 173#/CFI 1Vn" W800 12gax15,"x 1" I I 146#/CFT W-900 12 ga x 1%" x7/8" -t • '" ACTUAL SIZE 137#/CFT 12 ga. WESTRUT. CHANNEL W-100 12 ga x 1%" x 2I16" W-150 12 ga x 1%" x 31/"• 1%" 7/8" %".4- 3 V4" 307#/CFT OWesanco MATERIAL THICKNESS Product thickness conforms to tolerance specified by ASIM A568. The nominal steel thickness of Westrut channels areas listed W-100 .105' W-500 .075" W-150 .105" W-600 .040' W-200 .105" W-700 .040" W-210 .075" W800 .105" W-300 .105' WIOO .105" W400 .060' I Engineering properties may vary slightly due to permissible thickness tolerances. El 579', ACTUAL SIZE - 1%" so " 12 ga. WESTRUT CHANNEL W-301 PROPERTIES OF SECTION Area of X-X Axis 'f•Y Axis Channel t./Ft. Section -- Part No. Lbs. Sq. In. Ix in .4 Sx in .3 rx. In. lyin.4 Sy In .3 ryin. W-300 1,73 .508 .123 .158 .491 .208 .256 .640 W.301 3.46 1,017 .610 .443 .774 .416 .512 .640 ALLOWABLE COLUMN LOADS Channel .___________ . UNSUPPORTED HEIGHT OF COLUMN IN INCHES Part No. 12" 18" 24" 30" 36" 42" 48" 60" 72" 84" 96" 108" 120" W.30082807910. 748070306600 6190 _5800 504042803620310025002020 W301171701704016650166001630015950155401456013370119501032084606860 ALLOWABLE BEAM LOADS Channel ________ SPAN IN-INCHES Part No. 12" 18' 24" 30" 36" 42" 48" 60" 72" 84" 96" 108" 120" 26301760 13201050880 750660530 .440380330 290260 - - - . -- 660 500320 220 160130100 80 2110 2110 2110 21102110 1850148012301060 920 820740 W301 - - - .- - -, - - 1110 820 620 490 40 NOTES: All figures show TOTAL LOAD in Lbs. Figures shown in upper lines-give the total uniform Ioad'carrying capacity of a.channel about its X-axis, based on 25,000 PSI stresses. This is maximum allowable load. Figures.shown in lower lines give the total uniform load which will produce deflection of 1/240 of the span. To obtain allowable concentrated load based on 25.000 PSI stresses, divide figures shown in upper lines by 2. Column loads are the allowable total axial load applied at the centroid of the section. Loads applied at the face of the column mut be rbdudecl for the resulting eccentricity as required by standard engineering practice: Allowable column loads shown above are based upon an effective length factor K = 0.80. For other ef'lectiveIength conditions, the allowable 'axial load must be modified as, required by standard engireering practice. Nominal thickness of 12 gage steel is .105 inches. esanclef WW 1.5 W -150 8100 5400 4050 3240 2700 2310 4890 4890 4890 4890 4890 4890 2020 1620 1350 4890 4890 4110 - 1150 1010 900 810 - - 720 3530 3080 2740 WESTRUT CHANNEL ENGINEERING DATA ALLOWABLE BEAM LOADS Channel SPAN IN INCHES Desig- nation 12" 18" 24" 30" 36" 42" 48" 60" 12' 84" 96" 108" 120" W- 100 6660 4440 3330 2660 2220 1900 1660 1330 1110 950 830 740 670 W 101 3710 3710 3710 3710 3710 3710 3710 - 960 710 540 430 340 3710 3270 2800 2450 2180 1966- 3450 2300 1730 1380 1150 990 860 690 570 490 430 380 340 W-200 - - - - 770 490 340 250 190 150 120 2500 2500 2500 2500 2500 2.500 2450 1960 1630 1400 1220 1090 980 W-201 - - - - - - 1280 980 770 620 2750 1830 1380 1100 920 790 690 550 460 390 340 310 270 W-210 - - - - - - 610 390 270 200 150 120 100 1600 1600 1600 1600 1600 1600 1600 1520 1260 1080 950 840 760 W-211 -- - - - - - - - 990 760 600 480 2630 ---263 1760 1320 1050 880 750 660 530 440 380 330 290 260 W-300 - - - - - - 660 500 320 220 160 130 100 80 2110 2110 2110 2110 2110 2110 1850 1480 1230 1060 920 820 740 W-301 - - - - - - 1111'67 820 - 620 490 40 500 500 416 333 277 238 208 166 138 119 104 92 83 W-400 - - 384 245 170 125 96 61 43 31 - - - 500 500 500 500 500 500 536 429 357 306 268 238 215 W-401 -- - - - -- - 429 274 190 140 107 85 69 930 620 460 370 310 260 230 190 150 130 120 100 - 90 W-500 - - 430 270 190 140 110 70 50 - - _____________________ - - 790 790 790 790 790 710 620 500 410 360 310 280 250 W-501 - - - - - 650 500 320 220 160 120 100 80 w.&00 340 220 170 130 110 100 80 70 60 50 40 40 - - - 150 100 70 50 40 20 - - - - - 280 280 280 280 280 260 230 180 150 130 - 120 100 90 W-601 ----_ - - - - 240 180 120 80 60 50 40 - 110 70 60 40 40 30 30 20 20 10 10 10 10 W•700 - lULl U eu JU 10 - - - - - - - 140 140 140 120 100 90 70 60 50 40 40 30 30 W -701 - 120 80 50 40 30 - 20 10 10 - - - W-800 1550 1040 780 620 520 440 390 310 260 220 190 170 150 - - 570 390 290 220 140 100 70 50 40 - W-801 1520 1520 1520 1520 1450 1240 1090 870 720 620 540 480 430 - - - - -- - 1070 680 470 350 270 210 170 1240 820 - 620 490 410 350 310 250 210 180 150 140 120 W-900 - - 400 280 200 160 100 70 50 40 - - 1310 1310 1310 1310 1160 990 870 700 580 500 430 390 350 W- 901 - - - - - 980 - 750 - 480 330 240 190 150 120 NOTES: All figures show total load in lbs. Figures shown in upper lines give the total uniform load carrying capacity of a channel about its X-axis, based on 25000 PSI stresses. This is maximum allowable load. Figures shown in lower lines give the totaluniform load which will produce deflection of 1/240 of the span. To obtain allowable concentrated load based on 25000 PSI stresses, divide figures shown in upper lines by 2. 63 *Wesanccr WESTRUT CHANNEL ENGINEERING DATA ALLOWABLE BEAM LOADS Channel SPAN IN INCHES Desig- nation 12" 18" 24" 30" 36 42' 48" 60" 72" 84" 96" 108" 120" 6660 4440 3330 2660 2220 1900 1660 1330 1110 950 830 740 670 w-100 - - - - - - - - 960 710 540 430 340 3710 3710 3710 3710 3710 3710 3710 3710 - 3270 2800 2450 2180 1960 w-101 —_ - - - - - - - - - - - 1880 8100 5400 4050 3240 2700 2310 2020 1620 1350 1150 1010 900 810 W -150 - - - - - - - - - - - - 720 W -151 4890 4890 4890 4890 4890 4890 4890 4890 4110 3530 3080 2740 2470 3450 2300 1730 1380 1150 990 860 690 570 490 430 380 340 W-200 - - -- — 770 490 340 250 190 150 120 2500 2500 2500 2500 2500 2500 2450 1960 1630 1400 1220 1090 980 W-201----- -- -- - - - - - 1280 980 770 620 2750 1830 1380 1100 920 790 690 550 460 390 340 310 270 W-210 - - - - - 610 390 270 200 150 120 100 1600 1600 1600 1600 1600 1600 1600 1520 1260 1080 950 840 760 W -211 -- - - - - - - - - - 990 760 600 480 2630 1760 1320 1050 880 750 660 530 440 380 330 290 260 W-300 ---- - 660 500 320 220 160 130 100 80 - 2110 2110 2110 2110 2110 2110 1850 1480 1230 1060 920 820 740 W-301 - - - - - -- 1110 - 820 620 490 40 500 500 416 333 277 238 208 166 138 119 104 92 83 W•400 - - 384 - 245 170 125 96 61 43 31 - ______________ - - 500 500. 500 500 500 500 536 429 357 306 268 238 215 W-401 -- - - - - - 429 274 190 140 107 85 69 930 620 460 370 310 260 230 190 150 130 120 100 -- - 90 W-500 - - 430 270 190 140 110 70 50 - - - - 790 790 790 790. - 790 710 620 500 410 360 310 280 250 W-501 - - - - 650 500 320 220 160 120 100 80 W-600 340 220 170 130 110 100 80 70 60 50 40 40 - - 150 100 70 50 40 20 - - - - - 280 280 280 280 280 260 230 180 150 130 120 100 90 W-601 -- - - - 240 180 120 80 60 50 40 - 110 70 60 40 40 30 30 20 20 10 10 10 10 W -700 100 50 30 . 20 - 10 10 - - - ____________________________________________ - - - - 140 140 140 120 100 90 70 60 50 40 40 30 30 W-701 - - 120 80 - 50 40 30 20 10 10 - - - W-800 1550 1040 780 620 520 . 440 390 310 260 220 190 170 150 - - - 570 390 290 220 140 100 70 50 40 - W-801 1520 1520 1520 1520 1450 1240 1090 870 i20 620 540 480 430 - - - - - — 1070 680 470 350 270 210 170 1240- 820 620 490 410 350 310 250 210 180 150 140 120 w-900 - — - 400 280 200 160 100 70 50 40 - - 1310 1310 1310 - 1310 1160 990 870 700 580 500 430 390 350 W- 901 - - - - - 980 750 480 330 240 - 190 150 120 NOTES: All figures show total load in tbs. Figures shown in upper lines give the total uniform load carrying capacity of a channel about its X-axis, based on 25000 PSI stresses. This is maximum allowable load. Figures shown in lower lines give the total uniform load which will produce deflection 011/240 of the span. To obtain allowable concentrated load based on 25000 PSI stresses, divide figures shown in upper lines by 2. 63 *Wesancor --. --" - - = "Oac)6 1t'i 4I 0 pF NEW JE pn I. JA\ ADMINISTRATION II I OFFICES PRoji OOU SIST 7 .---. - - MANNING ENGINEERING 4I92Enerprisc Circle So. Suite E Temecula. CA 92590-4822 U.S.A. Phunc (909) 29h- 11144 Fax (909) 296-1047 - July 27, 2004 Jet-Source Varco-Pruden Structure Hanger & Office Carlsbad, CA. To Whom It May Concern, Manning Engineering has reviewed the original design documents for the Varco-Pruden structure and the proposed panels to be added on the roof. The original structure has a collateral load of 3 PSF in addition to the dead and live loads. The increase in loading for the hanger section is 1.39 PSF and at the office 1.71 PSF which is less than the colateral load. The structure remains within the code limits as originally designed. Please see the attached calcs. Please contact our office if there are any questions. Sincerely, Bruce Manning RCE DryType 600 Volts and ReIow-... . Special Voltage Transformers, Shielded Isolation Tf ä i S i o r m 1 - . - - . www.squared.com Class 7400 FOR CURRENT INFORMATION Special Voltage Transformers - Shielded and Non-shielded Square 0 offers special voltage transformers built to customer Three Phase - Shielded and Non-shielded specifications. Many options such as lower sound level, copper UL Listed windings, special frequency, etc. are available but not listed below . kVA Catalog Price Degree C Contact your nearest Square 0/Schneider Electric sales o f f i c e f o r Number Temp. Rise details. -15 15T( fF4 $ 2602. 150 All two-winding transformers are 'isolating" or "insulating" becau s e t h e r e is no electrical connection between the primary and secondary windings. Additionally, critical equipment might require an el e c t r o s t a t i c shield be furnished between primary and secondary to atte n u a t e s o m e of the source line interference and common-mode noise. Protection from transverse-mode transients is obtained by adding s u r g e suppressors and filters to the shielded isolation transformer. Th e s e products are listed on page 12-6. Product Data Bulletin 7400P 0 9 2 0 2 (D-FAX 2539) describes technical details of shielded and fi l t e r e d transformers. Electrostatic Shield is indicated by the fetters IS at the en d o f t h e catalog number. Single Phase-Shielded and Non-shielded UI. Listed through 167 kVA cuL Usted through 10 IrvA kVA catalog Price Stocked Degree C Weight Enclosure Number Voltage Codes Temp. Rise (Pounds). •• 1 19( )F $ 518. 7 115 21.2 7A 1 15( )FtS 569. 6,7 115 21.2 7A 1.5 1.551 )F 741. No 115 30.1 8A 1.5 1.5Sf fF15 831. 6,7 115 30.1 8A 2 2Sf F 831. None 115 39.1 9A 2 - - 2S( FIS 901. 6,7 115 39.1 9A 3S( )F 901. None 115 60 1OA 3S )FS 951. 6.7 115 60 1 O SS F 1151. None 115 110 138 59 FIS 1251. 6,7 115 110 138 1.5 iS F 1531. None 115 135 138 7.5 75 )FIS 1640. 6,7 115 135 138 10 lOS F 1903. None 115 150 13B 10 lOS FIS 2043. 3,6,7 115 150 13B 15 15S H 2591. None 150 205 170 15 ISS( )HIS 2851. 3,6,7 150 205 170 25 25S( )H 3402. None 150 240 170 25 255( )HIS 3742. 3, 6, 7 150 240 170 37.5 37S( )H 3755. None 150 325 180 37.5 375( )HIS 4130. 3 150 325 180 50 50Sl )1 4568. None 150 350 180 SO 50S( )HIS 5021. 3 150 350 180 To Complete Catalog Number: Select the voltage required from chart 1. Insert the voltage code number in place of the ( ) in the catalog number. Chart 1 Voltage Code Primary Secondary Full Capacity Taps 6 120x240 120/240 None 7 . 208 120/240 None 60e 208 120/240 2-5% FCBN 9 208 208 None 1292 208 277 None 8 277 120/240 None 61e 277 120/240 25% FCBN 3 240x480 120/240 . 6-2.5%2+4- 72 480 208 None 78 480 277 None for construction. contact your nearest Square 0/Schneider Electric sates office for '/tied prints. A attsosuia see O\cnscstoeelatse, ga%e 12-B. MA ee5rsj'osme mcss.\ L%erivtwat,1 iise. 1avor, t,wivimrse,s 225 \.NS, SnA iar55r vra'j 'am rn 3% .0 5"t n%s Ia Taps are available on I,anstn,n,ara in au& an,4 Weight I Enclosure (Pounds). I. 200 ' 170 15T( )HtS 2862. 30 307( fF4 307( )HIS 3203. 150 3523. 250 170 45 451( )H 4003 150 340 180 457( )HIS 4403. 75 757( IN 5954. 150 500 190 75T( Il-itS 6549. 112 112T( )H 112T( ff415 7956. 150 8752. 750 210 1SOTI )H - 9777. 150 800 220 150 150T( )HlS 10754. - 225T(-)14 13442. "150" 1025 240 2S ' -.. 225TL,HlS __14786.__ - .. 300 300T( JH 17964. 150 1450 250 300T( )HiS 19760. To Complete Catalog Number: Select the voltage required from chart 2. 2. Insert the voltage code number in place of the ( ) in the catalog number. Chart 2 Voltage Code Primary Secondary ' Full Capacity Tape 127 600 Della 600Y/347 4-2.5%2+2- 153 600 Delta 480 Delta 4-2.5% 2+2- 74 600 Delta 480Y1277 4-2.5% FCBN 10 600 Delta 240 Delta 4-2.5% FCBN 99 480 Delta 480 Della 4-2,5%2+2- 480 Della 600 Delta 4-2.5% 2+2- 1 834 1841 480 Delta 600Y(347 4-2,5%2+2- 1768 480 Delta 416Y1240 4-2.5%2+2- 2463 480 Delta 400Y/231 4-2.5%2+2- 3*11, 480 Delta 208Y/120 6-2.5%2+4- 911 240 Delta 6000elta 2-5%1+1- 91B 240 Delta 600Y/347 2-5% 1+1- 884 240 Delta . 480 Delta 2-5%1+1- 890 240 Della 480Y/277 2-5%1+1- 441 208 Della 600 Delta 2-5%1+1- 447 208 Della 600Y/347 - 2-5% 1+1- 414 208 Delta 480 Delta 2-5% 1+1- 66 208 Delta 240 Delta 2-5% FCBN 854 208 Della 208Y/120 2-5% FCBN *Use pricing from page 12-3 for non-shielded units. 4 Use pricing below for shielded units. Three Phase 480V Delta Primary 208 W120 V Secondary 60 Hz with Electrostatic Shield, UL Listed kVA Catalog Number Prico Stocked Voltage Codas Degree C Temp. Rise Weight (Pounds). Enclosure U• 9 9T2P1S $ 2201. 2-5%FCBN - 115 235 14C 15 15T3HtS 2741. 6-2.5%2+4- 150 200 170 30 30T3Hl5 3452. 6-2.5%2+4- 150 250 170 45 45T3HlS 4152, 6-2.5%2+4- 150 340 180 75 75731115 . 6254. 82.5%2+4- 150 500 190 112.5 1121173HlS 8143. 6-2.5%2+4- 150. 815 210 150 150T3HlS 10389. 6-2.5%2+4- 150 800 220 225 226T3HfS 13913. 6-2.5%2+4- 150 1025 240 300 300T3H1S . 18261. 6-2.5%2+4- 150 1450 250 500 500T68HlS 27930. 4-2.5%2+2- 150 2100 300 208V Delta Primary 208Y/120V secondary &o Hz with Electrostatic Shield, UL Listed - - .9 9T85FlS $2201. 2-5%Fc13N 115 23 14C 15 15T85111S 2741. 2-5%FCBN ISO 200 170 30 30T85HtS 3452. 2-5%FCBN 150 250. 170 45 45T85I1lS 4152. 2-5%FCBN 150 340 180 75 751851115 6254. 2-5%FCBN ISO 500 190 141. \ \1cWa\%% 225 \ 7251%IatsS 300 300 B5Ni3'\ 293 500 SWTBSHI-q 12-5%FCBN P150 Catalog Numbers shown in bold type are available from Distribution Ce n t e r . . . . Not for construction, contact your nearest Square 0/Schneide r E l e c t r i c s a l e s o f f i c e f o r ... ' certified prints. For enclosure styles. 'see Dimensions Table page 12-8. -. Ct Full capaci below normal, , 1'-t \h6 customer •. ' - Taps on transforms rs 225 ic'JP, and larger may in - i l vary 3%10 5% steps to obtain best - design. • it ''rt I 1'.'D'sintint 1 ' jitches www.squared.com FOR CURRENT INFORMATION saredesign designed for application - uity of service are required. All quick-break operating. mechanism, a dual cover interlock and a color coded indicator handle. They are suitable for use as service equipment when equipped with a field factory installed kit, or neutral assembly or equipment grounding unless a 600Y/347 V or 480 Y/277 V, 1000 Amp or greater, solidly grounded WYE system is used, per NEC 215-10. Heavy duty safety switches are UL Listed (except as noted), File E2875 & 154828 and meet or exceed the NEMA Standard KS1. NEMA Type 12, 12K and stainless steel switches through 200 Ampere are UL Marine Listed for use on vessels over 65 feet long. For UL Listed short circuit withstand NEMAType I NEMA Type 3R NEMAType 4, 4X and 5 NEMA Type 12 ratings, see page 3-6. Stainless Steel 240 Volt - Single Throw Fusible NEMA Type 4,4x,5, JIC-Mifl& Foundry Type NEMA '304 Stainless Steel) All Cu current carrying Parts Horsepower Ratingsv NEMA Type 3R )usttlght, Watertight, (Watertight Hubs-page 3-9) _________________________________ NEMAType12K NEMAType12,3Rf 240 Vac System Amps Typel indoor Rainproof (Bolt-on Hubs corrosion Resistant All cuCurrent carrying Parts Std. Max. 250 page 3-9) (WatertIght Hubs With Without _______ page 3-9) knockouts Knockouts vdc Cat, No. Price Cat. No. Price Cat. No. Price Cat. No. Price cat. No. Price 10 30 10 30 2 Wire (2 Blades and Fusehoiders) - 240 Vac, 250 Vdc 30 H221 DS $1236. ,I-I221A $ 320. H221AWi< $ 300. 114 - 3 - S - ( ( 30 60 100 Use 3 Wire Devices For 2Wire Applications - H222DS H223DS - 1484. 3234. - H222A H223A - -. 640. H2212AWKA H222AWK H223AWK 373. 410. 602. 114 3 71h - 7144 15 • 3 10 15 - . 15 • 30 • 5 10 20 200 H2240S 4419. H224A 1103. H224AW1< 1043. 15 - - - 40 H225 $1819. H225R $ 2589. 400 H22505 9194. - - H225AWl< 2643. - - - - 50 600 H226 3616.. 4854. R2260S 13189. - - H226AWK 4154. - 75 • - 200 4 - .. 800 1200 H227 H228 5639. 7788. H2 26R H227R* H228R* 7655. 10324. - - - - - - - - - H227AWl< H228AWK 6555. 10041. 50 50 - - 50 50 - - 50 50 .s wire (s mattes ana I-usenoiaers, 1 Neutral) - 240 vac. 250 Vac T, 30 H221 S 157. 1 H22INRB I $ 298. Use 2 Wire Devices, 1½ -r---- 71/2. 5 ? ?' 60 H222N 314. H222NRB I 561. Field Installable, Solid Neutral Assemblies - 3 i 7½• I 10 15 • 10 100 H223N I 477. I H223NRB I 724. OrderSeparstely 5ee page 3-10 7½ 15 • 15 30 • 20 rr (( 200 H224N I 859. I H224NRB I 1041. 15 125, - 60' 40 H225NDS I H226NDS $ 9389. - I - I H225NAWK I $ 2732. 400 H225N I 2061. I H225NR I 2830. 50 • - 125 • - 600 .H226N 3879. H226NR_.l-5118. - I H226NAWi< I 4404. - 75 • - 200 • - 1800 H227Nl'67111H227NR* 8144. I - 13385 . - I - I H227NAWl< I 7833. - 50 - 50 - 50 1200 H228N_).8281. j H228NR* j11110. - - - - H228NAWK 10910 . - 50 - 50 3 Wire (3 Blades and Fusehotders) -240 Vac, 250 Vdc ? ? ? 30 Use 4 Wire Devices For 3 Wire Applicalioris H321 DS I-43220S I $ 1301. I 1608. H321A H322A I $ 406. I 580. I H32IAWK I H322AWK I $ 384. 549. - 3 7i, - t O 71h 15 5 tO 200 H32305 H324D5 I 3394, I 4759. H323A N324A I 896, I 1295. I H323AWK I H324AW1< I 845, I 1223. 7½ - 15 • 25 15 - 30 .1 60 20 I 40 H325 $2283. H325R I $ 2650. I . 400 H325D5 9499. - - I H325AWi< I 2700. - 50 - 125 I so 600 H326S 4113. I H326R. 5524. H32605• 13587. - I - I H326AWK• I 4676. 75 - 200 I - 800 N327 i 7637. I H327R I 9899. - - I - - I I H327AWK I 9224 100 . 50 250 I 50 1200 1328 9678. H328R* 12485. - - - . - H328AWK j 11079. 50 100 50 250J50 4 Wire (3 Blades ? ? ? 30 60 100 200 H321 H322N H323N H324N S 209. I 352. I 561. I 967. I H321NR6 I H322NRB I H323NRB I H324NRB I $ 370. 594. I 852. I 1165 . Use 3 Wire Devices, Field Installable Solid Neutral Assemblies Order Separately Seepage 3-10 1½ 3 7½ 3 7½ 15 25 3 10 15 , - 7i,. 15 30 60 5 10 20 40 NDS I $ 9728. - I - I H325NAWK IS 2943. 400 H325N I 2525. I H325NR I 2881. 50 - 125 50 600 H326N 4346. I H326NR I 5748. H326NDS 13815. - I H326NAWK I 4925. - 75 - 200 - 800 H327N I 8126. H327NR* I 10375. I - - I - I H327NAWK I 10082. 50 100 50 250 50 1200 H328N 110209. I H328NR* 13139. [ - - , - - H328NAWK 12708. 50 100 50 250 50 4 Wire (4 Blades and Fuseholderx) 30 •• ,! , ,, ,. 100 200 Use 600 Vac Devices See page 3-5. 400 600 . Refer to page 5-13 for additional motor application data. The starling current of motors of more than standard horsepower may require the use of (uses with appropriate time delay characteristics. f Also suitable for NEMA Type 3R application by removing drain screw from bosom endwall. For grounded B phase systems only and with neutral assembly installed. A 60 Ampere switch with 30 Ampere fuse spacing and clips. Must use 60 A enclosure accessories including eleclrical interlocks. * Suitable for NEMA Type 5 applications with drain screw Installed. Nodcrating. . NOTE: One day shipment Is available on DASH program for non-stock 400 through 1200 Ampere heavy duty switches. Dimensions NEMA Type 1 and 3R ................................ ....Page 3-12 NEMA Type 4, 4X and 5 Stainless and NEMA Type 12' ........Page 3-13 Accessories ..........................................Pages 3-9 through 3-11 For additional information, reference the Enclosed Safety Switches Catalog 31 006T9801. ©2000 Square I DEl ' Discount 3-4 All Rights Reserved L I Schedule G 6eral Shell POWerMaXTM is a new range of dependable, high performance solar products - with designs created specifically for grid- connected applications. I I I-i Shell PowerMaxTM Ultra 175-PC and 165-PC products contain 72 series connected 125mm x 1 25mn mono-crystalline solar cells, which can generate a peak power of 175 and 165 watts - at 35.4 and 35V respectively. : Qualifications n Certificates The Shell PowerMaxiM Ultra 175-PC and 165- PCproducts meet the following requirements: IEC 61215 - • UL - Listing 1703 All Shell Solar modules are produced in ISO 9001 certified Factories. Limited Warranties Peak Power for 25 years Product workmanship 2 years Se Shell Solar Limited Warranty for PV-Modules dOtIddtJr i... *North America only Shell PowerMaxTM Ultra 175-PC/165-PC A ELECTRICAL EQUIPMENT, CHECK WITH YOUR INSTALLER Due to continuous research and product improvement, the specifications in this Product Brochure ore subject to change without notice. Specifications can vary slightly. For installation and operation instructions, please see the applicable manuals. No rights can be derived from this Product Bochure and Shell Solar assumes no liability whatsoever connected to or resulting from the use of any information contained herein. References in this Product Brochure to 'Shell Solar' are to companies and other organizational entities within the Royal Dutch/Shell Group of Companies that ore engaged in the photovoltaic solar energy business. Shell Solar has its principal office in Amsterdam, The Netherlands. I, t3 j LI The Shell PowerMx advantage Exceptional Performance High efficiency crystalline' silicon cell technology; enhanced byTOPS and new silicon nitride anti-reflectin coatings. 13, One of the industry's leading eney. yields in a wide , of clinats. Improved performance coefficients' result in higher PTC ratinCs. Products rated onfullystObilized initial power so you get the power you pay for. V~ q , Proven RelIabIlIty. , '. u Module design proven over 30yers of field operations with field failure rates less than 0.1%. Extended limited power warranties W4 X9 I backed by a company you can trust. IEC 61215 and UL.1703 certifications. Safety by Design . Suitable for high snow an'd,wirid loads. UL fire safety class C. - Easy to Install Pro-assembled cables and Multi- Contact® plugs. ri 12 mounting holes per product; 4 grounding holes. 20A series fuse rating Shell EF)owenhM@JxTM Ultra 754C/16-PC Mechanical Electrical Characteristics Specifications Data at Standard Test Conditions (STC) SIC: irradiance level 1000W/rn2, spectrum AM 1.5 and cell temperature 25°C Shell PowerMaxTM U1tra165-PC Ultra 175-PC Rated power Pr 165W 175W Peak power Pmpp* 165W 175W Module efficiency 1 12.5% 13.3% Maximum system voltage Vsys 600V oOOV Peak power voltage Vmpp 35.OV 35.4V Peak power current I mpp 4.72A 4.95A Open circuit voltage Voc . 44.5V 44.6V Short circuit current 'Sc 5.40A 5.43A Series fuse rating Ifuse 20A 20A Minimum peak power Pmpp min 156.75W 166.25W Tolerance on peak power % +1-5 +1-5 *The abbreviation 'mpp' stands for Maximum Power Point. Typical data at Nominal Operating Cell Temperature (NOCT) conditions NOCT: irradiance level 800W/m2, spectrum AM 1.5 , wind velocity 1 m/s, Tarnb 20°C Temperature T 0 t 45.5°C 45.5°C Peak power P Mpp 120W 127W Peak power voltage V mpp 31.6V 32.2V Open circuit voltage Voc 40.0V 40.4V Short circuit current 'sc 4.20A 4.25A Temperature coefficients a P mpp %/°C 0.43 0.43 aVmpp mV/°C -145 -145 U Isc mA/°C 0.8 0.8 uVoc mV/°C -145 -145 Typical data at low irradiance The relative reduction of module efficiency at an irradiance of 200W/M2 in relation to 1000W/rn2 both at 25°C cell temperature and AM 1.5 spectrum is 8%. For Further information on all Shell Solar products contact: Shell Solar 4650 Adahr Lane, Camarillo CA 93012 8054826800 Fax 8053886395 www.shell.com/solar V2/Power-Max/Grid-Connected/US/07/04 A torsion and corrosion-resistant anodized aluminum frame ensures dependable performance, even under harsh weather conditions. Pre-drilled mounting holes are provided for ease of installation. iffliiifflifl fl,W.fl,UNIUI IwwIwuI IIMIUlMII IUIHIflIMI)U PflHlHIMIHh iiiiOiiru UWUIlIMILU IMIHIflIUIP IIHIflIflIilhl !IWPJlJILIPfl -*inches Outside dimensions (in) 63.9 x 32.1 Thickness (inc. junction box) (in) 2.2 Thickness (exc. junction box) (in) 1.6 Weight (Ibs) 40 Junction box type ProChargerTM IP54 Cable length - male /+ female (in) 51/39 Cable cross-section (AWG) 12 For ease of installation the junction box includes pre-mounted male and female cables and Multi-Contact® plugs. The junction box allows for'easy field replacement of diodes and cable assemblies. .XRIR-225 22A • - EEl Dcl 0-201 X1 208YI 20 E N : ThE 011 EUT - - I 'M SWITCH UNIT - I;:IIEI - 0-203 - 0-204 - - c- PD1 600A r) 01 - - :_i 0 P03 - •• 03 - - - 03 208V - . - - '*-. INVERTER 225 KW - X44TRD( PC225208 - I 54A 1p S 0-201 ____ IP HUNEI - GF1 - -oi----f - 0C3 , ' lip 150A lip BIP =15OA alp I 4cNol I - - LENGTH OF CONDUCTORS -' - . - 0 SC IN THISCONDUIT 10 BE NO MORE THAN 10 GROUND ROO EM= TO GROUND ROC . SOCa1 Solar .Enèrgy, INC.- SOCAL SOLAE ENERGY, INC 23542 CAMPESTRE MISSION VIEJO, CA 92691 Phone (949) 540-0350 Cell (949) 254-4713 Fax (949) 215-6677 jlmOsocal-solar-.n.rgy.com CUDif: JET SOURCE LOCATION: 2056 PALAMAR AIRPORT RD. CARLSBAD CALIFORNIA PROJECT. 150KW ROOF MUNTED PV SHEEt TITLE: 150KW PV HANGER 4 DESIGNED BY: JERZY ,J4ANDER DATE. SEP. 21, 2004 DRAWN BY: JERZY JANDER DATE: SEP. 21, 2004 CHECKED BY: JIM PIERA1T DATE: SEP. 23, 2004 SUBMITTED BY: SoCal Solar Energy, Inc. APPROVED BY: James Pieratt server/cllent/Jetsource /225w-208v.dwg SoCal Solar Energy, Inc. Cal. Uc. 836954 dO, B, C46 996 Shell Solar S0175PC Photovoltaic Solar Panels Inverter. Xantrex PV225208 Panels: Shell Solar 5P175 SINGLE-LINE DIAGRAM SCHEMATIC DIAGRAM WIRE SCHEDULE 2 •-9 ARRAY I p RCUF F1 gb - LOCATED ON ROOF IN INVERTER 1W. ALL SOURCE CIRCUITS - PANEL-1 4 MODULE 1-1 S0175 SP175-PC '. SCHEMATIC DIAGRAM 4 MODULE 1-2 S0175 - - 4 MODULE 1-3 SQ175 + 4 MODULE 1-4 S0175 + 4 MODULE 1-5 5Q175 + 4 MODULE 1-6 SQ175 + . . - - + . 4 MODULE 1-7 5Q175 MODULE 1-8 S0175 + [] MODULE 1-9 SQ175 collection Box-1 0-103 + I -i1 -- p J MODULE 1-10 S0175 C82P MODULE 1-11 S0175 + CBOX-2 )- - CB2N) c-io - ...4MODULE 1-12 5Q175 - E1 c8OX-3 CR3N L 12x SHELL S0175 -T1 20A CBOX-4 + L + - ____ ODIP C134N - - LE CIRCUIT i 24x PAN J [ClRCulfl 24x -- --- PANELS - r X PANELS 1-T--- -=-- [IRCUlTi - --- - 24x PANELS - r PANELS CIRCUIT 1 ---i - • CIRCUIT 7 24x PAN [ ELS _- CIRCUIT. 8 24x ---- PAN E . - ---- - [PANELS CIRCUIT 1_ - CIRCUIT 10 -a 24x PANELS --- ELSCRCUfl24x PAN - CIRCUIT 12 24x PANELS _ • - .• - . S - ARRAY NEGATIVE BONDED TO GROUND AT INVERTER. EACH PANEL CONSISTS OF 12 SQ-175 PV. MODULES IN SERIES. (TOTAL 956 SQ-175) TRANSFORMER- XO (NUETRAL) NOT CONNECTED ON LOW SIDE, -480V OUTPUT FEEDS 4 WIRE SYSTEM 4, INVERTER SYNCHRONIZES TO UTILITY PHASE AND VOLTAGE cc] 0-101 S " NOTES TO SCHEMATIC DIAGRAM: PORTIONS OF DC CONDUITS, C-P, 1/2", NOT SHOWN THIS VIEW. 208V WINDING OF XFMR-225 TO BE CONECTED TO INVERTER ONLY. ENTIRE PV ARRAY SUPPORT STRUCTURE GROUNDED TO IMC/INVERTER GROUND ROD. DC FUSES AND DISCONNECT PER NEC SECTION 690. INVERTER CANNOT PRODUCE ANY OUTPUT VOLTAGE WITH AC DISCONNECT OPEN. WIRE SCHEDULE CIRCUIT CURRENT LOAD REQUIRED1T WIRE GAUGE No. TOTAL TEMP. CONDUCTOR DERATED FUSE OR CONDUIT CONDUIT (LOCATION) WIRE TYPE (CONDITION) MULTIPLIER AMPACITY GAUGE AMPAC1 i CCONDUCTORS MULTIPLIER MULTIPLIER CONDUCTOR BREAKER TRADE DESIGNATION 11 AT 37C ('C) (QUANTITY) AMPACITY (LOCATION) SIZE A MODULE / MODULE (LFMC) USE-2 4.8ADC (SHORTED) 1.56 7.5A #10 40A 1 40A 0.58 (70) 1.0 (2) 23A 15A (COMBINER) C-P B MODULE / COMBINER USE-2 9.DC 1.56 iSA #10 40A 1 40A 0.76 0.5 (12 MAX.) 1SA ISA (COMBINER) %", 1" C1O THROUGH C80 (EXPOSED IMC) (SHORTED) (55) C COMBINER (lx) / INVERTER (EXPOSED INC) THWN-2 106A (SHORTED) 1.56 165A #2/0 195A 1 195A 0.87 (45) 0.8 (5) 136A 150A (INVERTER) 2" C-1O1, C-102, C-103 D INVERTER / XFMR-225 (ENT) THHN 625A (INVERTER FULL LOAD) 1.25 780A #400 380A S 3 1140A 1 (30) .7 (9) 800A (INVERTER) 3 1/2" C-201 E XFMR-225 / SWITCH DISC. THHN 600A 1.25 750A #400 380A 3 1140A 1 (30) 0.7 (9) 800A 800A HACR (DISCONNECT) 3 1/2" C-202 (EMT) (xFMR-225 FULL LOAD) F UNIT METER / LOAD CENTER THHN 600A 1.25 750A #400 380A 3 1140A 1 0.7 800A 800A HACR 3 1/2" C-203 (EMT) (XFKIR-225 FULL LOAD) If (30) (9) (LOAD CENTER) I SWITCH DISC. / UNIT METER 600A I(XFMR-225 1.25 750A #400 380A 3 1140A 1 0.7 800A 800A HACR 3 1/2" C-204 THIN (EMT) FULL LOAD) (.30) (9) (LOAD CENTER) NOTES: LOAD MULTIPLIERS 125% FOR CONTINUOUS LOADS PER NEC 1999 690-8(b). LOAD MULTIPLIERS FOR PV CIRCUITS INCLUDE ADDITIONAL 125% PER NEC 1999 690-8(a)(1). TEMPERATURE MULTIPLIERS PER NEC 2004 TABLE 310-16 FOR RACEWAY, TABLE 310-17 FOR FREE AIR. MULTIPLIERS FOR NUMBER OF CURRENT CARRYING CONDUCTORS PER NEC 2004 TABLE 310-15(b)(2)(a). I. .SoCal Soler cz Energy, INC TO COM. BOX 1 CKT.6 I n n n n n n n •n n n n I n n n n n n n n n n n ri n n n n n n n I +-+--+-+-+-+-+-+_-+-+-+-+-i+-+_-+-+-+-+-+-+-+-+-+-+-I -+-+-+-+-+-+-+- TO COM. BOX 1 CKT.7 + I n n n n n H n n n n n - + - + - + - + - + - + - + - + - + - + - + - + r + - + - + - + - + - + - + - + - + + - + CR0. CKT.2 CKT.8 1 n n .n n n n n n n n n I n n n n n n n n n n n I 1 I n n n n n n n - + -+ -.+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ + -+ -+ -+ -+ -+ + -+ +I_+._+ -+ -+ -+ -+ -+ CR0. CKT.3 rv/v f/vvvvVvvvyvvVV\f\• TO COM.BOX1-. Electrical Solar Panel String Layout SOCAL SOLAE ENERGY, INC 23542 CAMPESTRE MISSION VIEJO, CA 92691 CLIENT- JET SOURCE LOCATION: 2056 PALAMAR AIRPORT RD. CARLSBAD CALIFORNIA PROJECT: 150KW ROOF MUNTED PV SHEET TITLE. 150KW PV HANGER 4 UON BV JD1ZY JN(COI SEP. 14, 2004 DRAWN B ITE JERZY JAMDER SEP. 14, 2004 CHECKED UP WE: lM PIA1T SEP. 18, 2004 5LqpifffED BY APPROVED UP. D/0flCtQry/flhs,lams4. /proj.ct,/aess/E-1.j.v.— REVISM, DATE, SCALE; NONE PV PANEL LAYOUT SHEET 1 OF 2 E-7 1 11 fS SoCal Solar Energy, INC I I rn 11 J4 OCT 0 1 2004 SOCAL SOLAE ENERGY, INC 23542 CAMPESTRE MISSION VIEJO, CA 92691 cUENT: / JET SOURCE LOCAflON: 2056 PALAMAR AIRPORT RD. CARLSBAD CALIFORNIA PROJECT: 150KW ROOF MUNTED PV SHEET 11TLE 150KW PV HANGER 4 DESOM 01 WE 4ZY JAPWM SEP. 14, 2004 GRAM 8V JERZYJAKOUt SEP. 14. 2004 CHMM M, WE AA PTT SEP. 18. 2004 SUMMED ev APPRMW W.' D/dct.7/a.nms4v9 Solar Panels SCALE: NONE PV PANEL LAYOUT SHEET 10F2 E-3 HhIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111 [w ~ M SoCOl Solar Energy, INC OCT 012004 SOCAL SOLAE ENERGY, INC 23542 CAMPESTRE MISSION VIEJO, CA 92691 cu4T: JET SOURCE LOCATION: 2056 PALAMAR AIRPORT RD. CARLSBAD CALIFORNIA PROJECT: 150KW ROOF MUNTED PV SHEET 11TE: 150KW PV HANGER 4 DESIM m': JERZY ,MIDER SEP. 14. 2004 tlaN E Y AAKDER SEP. 14, 2004 MCC= Br DA1! AM PERA1T SEP. 18, 2004 .WUTh BV #PR0W BY /ot,r,mun,msd,g /prcJ.cta/a.ss1—t_vw.— EJ Solar Panels I I Walkway Skylights SCALE: NONE PV PANEL LAYOUT SHEET 10F2 SoCal Solar Energy, INC SOCAL SOLAE ENERGY, INC 23542 CAMPESTRE MISSION VIEJO, CA 92691 CUM JET SOURCE LOG11ON: 2056 PALAMAR AIRPORT RD. CARLSBAD CALIFORNIA PROJECT: 150KW ROOF MUNTED PV SHEET lulL 150KW PV HANGER 4 OESKM 9f, WE V JNWER SEP. 14, 2004 GRANX W. WE mw &4m SEP. 14. 2004 cmwm E 0A1E 4M PERATr SEP. 18. 2004 StWTTTh BV AFPFtMM Br: ACAQ/0-tWy/ftV-n"n /prs./osss/E—I..s.v.— mm* c: Solar Panels I I Walkway Skylights SCALE. NONE PV PANEL LAYOUT SHEET IOF2 E-4 lilflhlllllllflhuuulllillulluulul [r 0ESS/0 Zj cc W5 OF Sim OCT 0 12004 SoCal Solar Energy, INC SOCAL SOLAE ENERGY, INC 23542 CAMPESTRE MISSION VIEJO, CA 92691 CLIENT: JET SOURCE LOCATION: 2056 PALAMAR AIRPORT RD. CARLSBAD CALIFORNIA PROJECT: 150KW ROOF MUNTED PV SHT 1111.E 150KW PV HANGER 4 0Ot€D BVI OAT dERZY JARDER SEP. 14. 2004 GRANN Bfl am IVlZV .JN(O(R SEP. 14. 2004 CHECKED 8Y CUM Ad PiutmT SER 18. 2004 SLumnTED BY APPROVED 9f ACAD/drectoly/09--A" /projsc/ass./E—t_sw.— Solar Panels I I Walkway Skylights SCALE. NONE PV PANEL LAYOUT SHEET 10F2 E-5 9'-lO 1/4" 2'-6 1/2" 100-0 1/2" nri 012004 205'- IN OCT 0 1 2004 SoCal Soar. Energy, INC. Caiuuuuuuiiuuuuuuuuuiuuuiuuuiuui !::.nh.nunlnnnnhin.nhI I I ftLI LI LIII I Ii LII LI L1 I LLLLLL ::iniiuuuiuiuuuuuuuuuuiiiuuuiu c::nnnnhinnuinniinnun MUM h•iiii•tNUMB 2IIII1IIlI1IIIIIIIIIIIl1IIIIII !!!IIIuIIIIHHIHhuuIuPi1i 11111 LFlJIII!II1IHIII!IIIIIINIIIIIII 1: :I111HIII111II1II1IIHI III III! !::innunnhuuuiuuiiuiliiiiiii FIIIIIIF1 !!2IIHuHHHHIIHIIIIH!::IIII IJ]i[IIftftftLftIi]I[IIiiT[ft[flhl t:ululnHuulnnhlnulHlluullI E::•I 11111111 11111111 11111111 liii !!:ulflhuflflhlflfllflhillnlni II. !IIIIIIIIHhIIIIIIIuIIiIIIIIII IIILI Ii Lftl I I LRILLW UIIJ LLL c::IIuuuuIHIuIunnIuuuuuuuI SOCAL SOLAE ENERGY, INC 23542 CANPESTRE MISSION VIEJO, CA 92691 CUB4T: JET SOURCE LOCATION: 2056 PALAMAR AIRPORT RD. CARLSBAD CALIFORNIA PROJECT: 150KW ROOF MUNTED PV SHEET TITLE: 150KW PV HANGER 4 CG(ED BY DATE. JERZY .WWR SEP. 14. 2004 DRAM BY 00E. JZY JANDER SEP. 14, 2004 QECID UP. DATE. .BM PIERATt SEP. 18. 2004 SUBMWED BY: APPROVED BY: ACA0/d'acthry/flI,nam.4wg REVOOM, DATE, /prulsct./oss,/E—l...r,v.— Solar Panels SCALE: NONE PV PANEL LAYOUT SHEET 10F2 E-6 CKT.6 I n n n n n ii TO COM. BOX 1 n n ri n n n n n n n n n r 1 CRD. CKT.1 rVVVVVVVVVVV VTfVVVV\ + C KT. 7 S TO COM. BOX 1 I fl fl fl Fi fl fl fl fl fl fl fl n n n n n n n n n n n n '1 n n n n n n n + - + - + - + - + - + - + - + - + - + - + - + F- + - + - + - + - + -+ - + - + - + - + - + _J+ - + - + - + - + - + - + - + - CKT.4 GRD C KT. 2 . CKT.8 + 1 fl fl fl fl E1 fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl '1 fl fl El El El El El I + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + - + -1+ - + - + - + - + - + - + - + - Lç- -TO .COM.BOX1 Electrical Solar Panel String Layout 5, SoCal Sofar. Energy, INC SOCAL SOLAE ENERGY, INC 23542 CAMPESTRE MISSION VIEJO, CA 92691 CLIENT: JET SOURCE LOCATiON: 2056 PALAMAR AIRPORT RD. CARLSBAD CALIFORNIA PROJECT: 150KW ROOF MUNTED PV SHEET flThE 150KW PV HANGER 4 DESGNED or DATE, JE&T JAIWER SEP. 14, 2004 &M4 OP. DATE, JWZY JN(D(R SEP. 14. 2004 CHECKED fft DAlE. JIM PRATT SEP. 18. 2004 fllU 8V ARW 8Y WIO/ctr1/Wwiam.4g /p.vjSctl/0S11ft1.JPV. IIS: DAlE. SCALE: NONE PV PANEL LAYOUT SHEET 10F2 E-7 ".1 II lul l 11111 1 1 1 1111111 111 111 I I III I H 1I• 1111111 1 UHhlI 11 1 1111 & , II ilia111 II K &WNW 3 p H 31'iI oin3 - 1 i3 3J0 —p ------------ ____ ____ ' CL31V tlalzelm [IU 1 I1iI I I HI TE[LL,1TJ1 Li 33UO T3L I ii ITQTTTH LIEI1J TftI WIWJiKIN iIi[W - RAM&JAq 93IHO OSH ___ I I I 1t!.LLf1IjJI Iii .09 T5109FIlA A Eflifliui [[Iii] I Iii UUhI iiTiji•! hT.0 11111 tfl t1Tflh]TI.flhi1iTiT1 - AUCJAD I 1in Thiii ui infl1 irmifm rrmm1 It ROORW)lOer I I V9 03TVIUV I _iffliflWDhiJ L 1 KL1U 111 W WJUL II In nVot 11 -' p--'-- ;j lcl . n- 1 ----•--'----- ,Y!1 V. • iotoE EJ I - DwoW ' frrj. ' . çC4 - - 1 - TUOYAJ jjq v - H - fl't 1 1,. 51 Ft. Ft. I_ HBO Offices +> LL- '-4 SoCal Solar Energy, INC SOCAL SOLAE ENERGY, INC 23542 CAMPESTRE MISSION VIEJO, CA 92691 CLIENT, JET SOURCE L.CCATIUN. 2056 PALAMAR AIRPORT RD. CARLSBAD CALIFORNIA PROJECT, 150KW ROOF MUNTED PV SHEET TITLE. 150KW PV HANGER 4 DES1CB $ DATE' JEW JAMDER SEP. 14, 2004 DRAWN BY. DATE. .iDRZY JANDER SEP. 14, 2004 CHMKED BY, DATE- JIM PATT SEP. 18, 2004 SUBMITTED BY. AED BY. /0roj.cts/oas*/E-Ij-.v.- REVIS4S1 DATE. 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