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2855 GAZELLE CT; ; CB102297; Permit
01-20-2011 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CBl02297 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2855 GAZELLE CT CBAD Tl Sub Type: 2091201700 Lot#: $358,400.00 Construction Type: ISIS- INSTALL SOLAR PV SYSTEM CONSISTING OF 896 MODULES INDUST 0 NEW Applicant: INDEPENDENT ENERGY SOLUTIONS 1090 JOSHUA WY VISTA CA 92081 760-752-9706 Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: Owner: CARLSBAD OAKS NORTH PARTNERS L P 3575 KENYON ST SAN DIEGO CA 92110 ISSUED 12/02/2010 LSM 01/20/2011 01/20/2011 Building Permit $1,588.69 Meter Size Add1 Building Permit Fee $0.00 Add'l Reel. Water Con. Fee $0.00 Plan Check $1,032.65 Meter Fee $0.00 Add'l Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $75.26 PFF (3105540) $0.00 Park Fee $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $0.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $0.00 Other Building Fee $0.00 MECHANICAL TOTAL $0.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Reel. Water Con. Fee $0.00 Additional Fees $0.00 Green BIdg Stands (SB 1473) Fee $12.00 HMP Fee ?? Fire Expedited Plan Review $0.00 TOTAL PERMITTEES $2,708.60 Total Fees: $2,708.60 Total Payments To Date: $2,708.60 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: ^/^$/(/. 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 lees/exactions." You have 90 days frona 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 Govemment 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 tar 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 sen/ice fees In connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously othenvise expired. ^ CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 www.carlstjadca.gQv Plan Check No. (2€> tOdS^l Est. Value gSg,^^ Plan Ck. Deposit (O SSI • ^ ^ Pate 5^ to SWPPP JOB ADDRESS CT/PROJECf# fLOrS lPH«i SUITE#/SPACE#/UNIT# ff n # OF UNITS * BEDROOMS * BATHROOMS TENANT BUSINESS NAME rsjs piiitcMf>iLeoTicms> CONSTR. TYPE OCC GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Ar»a(s) 7Z> A S//uCZofe- Soffit /2Aofe- /^at/AjOQ^ EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YESO # NOD AIR CONDITIONirJG YES • NOD FIRESPRir^KLERS YES • NOD CONTACT NAME (K Different Fom Applicant) APPLICANT NAME ^2r- ^'Zo^ res, ADDRESS- CITV STATE ZIP CITY STATE ZIP PHONE FAX PHONE FAX y6o -?S9--'r?0^ I :^-7%t. *775-^ EMAIL EMAIL PROPERTY OWNER NAME CONTRACTOR BUS. NAME ADDRESS ADDRESS CITY STATE ZIP CITY STATE ZIP PHONE FAX PHONE FAX '7^,^- «?70g, I -^feO- Tg-Qk- ^755" EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS CITV BUS. ua« (Sec. 7031.5 Business ^nd 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 applicahtTbr such permit to ^le a sifiied statement that he is licensed pursuant to the provisions of the Contractor's License Law (Cnapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and tnie t)asis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). WORKERS' COMPENSATION Worliers'-G6fnpefisatiefiBeetafaHoii:4/ie«*)'^#mwK(efpena/(y^p^^ O I have and will maintain a certificate of consent to self-Insure for workers' compensation as provided by Sectian 3700 of the Labor Code, for the perfonnance of the worii fbr which this permit is issued. ^-1 have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, fbr the perfbrmance of the work fbr which this permit is issued. My wodiers' compensatkin insurance canier and potcy numbar sire: insurance Co.. PolteyNo. yo/6 ^ fi^f y Expiratkm Oate _ •g-/ -cap// This section need not be completed if the permit is fbr one hundred dollais ($100) or less. O Certificate of Exemption: I certify that in the perfbimance of the wod( for which this pemiit is Issued, I shall not empkiy any peison in any manner so as to become suliject to the Workers' Compensatkin Laws of Califbmia. WARNING: Failure to secure workere' comjufisation coverage Is unlawful, and shall subject an empkiyer to criminal penalties and civil fines up to one hundred thousand dollare (&100,000), In addltkin to the cost of compensation, damages as |^^>med for in Section 3706 of the Labor code, interest and attorney's feet. >Cf CONTRACTOR SIGNATURE • elAGENT DATE ^ / — O W N E B U i L D E n DECLARATION / tmebf affimi (haf (am exempt /horj^^fonfracfor's License Law for the follomng reason: • I, as owner of the property or my employees with wages as their sole compensatkin, will do the worit and the stnicture is not intended cr offered fbr sale (Sec. 7044, Business and Professkins Code: The Contractor's License Law does not apply bi an owner of pmperty who builds or impnives thereon, and who does such work himself or threugh his own empkiyees, provkled 8iat such improvements are not inlended or offered for sale. If, however, the building or improvement is sold within one yes of completion, the owner-buikler win have the burden of piDvkig that he dkl not buikl or nnprove fbr the purpose of sale). • I, as owner of the property, am exclusively contracting with lk»nsed contractors to construct the project (Sec. 7044, Business and Professnns Code: The Contrackir's Lk»nse Law does not apply ki an owner of property who buikis or improves thereon, and contrail for such projects with contractcr(s) lk»nsed pursuant ki the Cbntrackir's License Law). • I am exempt under SecSon ^Business and Professkins Code for tNs reason: 1.1 personally pian to provkle the major labor and nnaterials for constnidkin of the proposed pioperty improvsm^ DYes nNo 2.1 (have / have not) signed an applicathin fbr a buikling pennit for the proposed worii. 3.1 have contracted with the follomng person (linn) hi provide the proposed construction (include name address / phone / contractors' Inanse numbe^: 4.1 plan to provkle portkins of the wortc, but I have hired the bikiwkig person to coordinate, supervtte and provkle the major worit (kickjde name / address / phone / contractors' icense nuinber): S. I will provkle some of the worit, but I have contracted (hired) the fblkwHig persons to provide Ihe woric indka^ ) PROPERTY OWNER SIGNATURE O OAGENT DATE COMPLETE THIS SECTION FOR N O N - R E S I D E N T i A L BUILDING PERMITS ONLY Is the applkiant or future buikling occupant requked to submit a business plan, acutely hazardous materials registretion kxm or risk management and preventon program under Sectkins 25S0S, 25533 or 25534 of Vie Presley-Tanner liazardous Substance Account Ad? • Yes ^ito Is the applkant or ftitore buikling occupant requred to obtain a pemiit from Ihe air pollulkin control DYes Clkio Is the fadlity to be constmcted witNn 1,000 feet of ttie outer boundary of a school site? • Yes ffNo 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. CONSTRUCTION LENDING AGENCY I hereby affirm that there is ^construction lending agency fbr the perfomiance of the work this permit is issued (Sec. 3097 (i) CivU Code). Lender's Name /V/^ Lender's Address APPLICANT CERTIFICATION I certif that I have read the applkatton and state thatthe abcwe infomiation is conect and that the infomiatton on the pl^ I hereby aulhorize repiBsentatKre of lie City of Carisbad to enter upon the atxive rnenfoned pro^ 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 peimtt Is required for excavalkxis over S'O'deep and demolitnn or ciinstnxjio^ EXPIRATION: Eveiy permit Issued by the Building Oflicial und^l^ provisions of this Code shall expke by limitatkxi and become nul and void if tie bedding or woric aulxxiisd by such peimit Is not commenced wiViin 180 days torn lie date of such penrit or if the buiding a wojj^a!^^ ) APPLICANT'S SIGNATURE DATE City of Carlsbad BIdg Inspection Request For: 08/15/2011 Permit# CB102297 Title: ISIS- INSTALL SOLAR PV SYSTEM Description: CONSISTING OF 896 MODULES Inspector Assignment: TP Sub Type: INDUST 2855 GAZELLE CT Lot: Type:Tl Job Address: Suite: Location: APPLICANT INDEPENDENT ENERGY SOLUTIONS Owner: Remarl<s: CK CORR LEFT ON 8-4 Phone: 7607523706 Inspector: Total Time: Requested By: DEBBIE Entered By: JANEAN CD Description 39 Final Electrical Act Comments Al Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# ISIS: DEFERRED SUB; ENGINEERIN; FOR FRONT OF BUILDING ISIS: STANTION DETAILS & LOAD ; CALCS FOR FUTURE PV SYSTEM // PV SYS. WIL ISIS: REVISION TO PCRlO-115; STATIONS FOR PV SYSTEM ISIS-DEFERRED SUBMITTAL FOR; CURTAIN WALL ISIS: DEFERRED SUBMITTAL FOR; LN2 WALL, TANK SUPPORT-FENCE DETAILS & C ISIS- DEFERRED SUBMITTAL FOR; STRUCTURAL GLASS WALL ISIS- REVISIONS ADD EXTERIOR; ROLL UP DOOR & ONE INTERIOR/ ESTEND EXTE ISIS(TI) - STRUCT FOOTING& PAD; FOR DI TANK/ ADDED SMOKE FIRE DAMPERS/U ISIS PHARMACEUTICALS; SHELL BUILDING PCR10104 ISSUED PCR10115 ISSUED PCR10119 ISSUED PCR10133 ISSUED PCR11002 ISSUED PCR11029 ISSUED PCR11053 ISSUED PCR11054 ISSUED SW100164 ISSUED Inspection Historv Date Description Act Insp 08/12/2011 39 Final Electrical PA TP 08/04/2011 34 Rough Electric AP TP 08/04/2011 39 Final Electrical CO TP 08/03/2011 39 Final Electrical PI TP Comments OK TO REL PV SYSTEM SCH FOR 8-15 FOR FINAL INSP. NEED SINGLELINE REV. COMP ON 8/4/ EsGil Corporation In ^artnersHip witR government for CBuifcfing Safety DATE: 01/18/2011 •.J^MCANT JURIS^ JURISDICTION: Carlsbad •~TD^EVIEWER • FILE PLAN CHECK NO.: 10-2297 SET: II PROJECT ADDRESS: 2855 Gazelle Court PROJECT NAME: 220 KW Solar Photovoltaic ^ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I 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. I I 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 • GA • EJ • PC 01/15/e-mail 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 EsGil Corporation • APPLICANT •-^LAN-REVIEWER • FILE In Partnership •witA government for (BuiUing Safety DATE: 12/13/2010 JURISDICTION: Carlsbad PLAN CHECK NO.: 10-2297 SET: I PROJECT ADDRESS: 2855 Gazelle Court PROJECT NAME: 220 KW Solar Photovoltaic I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I 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. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. xl The applicant's copy of the check list has been sent to: IES 1090 Joshua Way Vista CA 92081 I I 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: Scott (V-M) Telephone #: 760 752-9706 Date contacted: lUinlfO (by: ) Fax #: 760 752-9758 Mail Telephone Fax »x In Person • REMARKS: By: Eric Jensen EsGil Corporation • GA • EJ • PC Enclosures: 12/3 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 Carlsbad 10-2297 12/13/2010 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 10-2297 PROJECT ADDRESS: 2855 Gazelle Court DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 12/3 12/13/2010 REVIEWED BY: Eric Jensen 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, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 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 • No Carlsbad 10-2297 12/13/2010 ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) 1. Describe compliance with NEC 690.64(B)3 (2008 Code) and the installation of the solar overcurrent device on the load side of the service GFP overcurrent device. • 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 Eric Jensen at Esgil Corporation. Thank you. Carlsbad 10-2297 12/13/2010 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 10-2297 PREPARED BY: Eric Jensen DATE: 12/13/2010 BUILDING ADDRESS: 2855 Gazelle Court BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE 358,000 Jurisdiction Code cb By Ordinance BIdg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: I I Repetitive Fee Repeats [Zl Complete Review • Other |—j Hourly EsGil Fee • Structural Only Hrs. @ * $1,585.05 $1,030.28 $887.63 Comments: 4 hours plan review. Sheet 1 of 1 macvalue.doc + PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB lO '^^ ,^7 DATE I It) ADDRESS RESIDENTIAL RESIDENTIAL ADDITION MINOR (<$17,000.00) PLAZA CAMINO REAL OTHER ^t-Ad. ?A^B{^^ CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER OATE ENGINEE ' LArfZn^Ayd-^ DATE. H:\0«Nlapnwni S«vk»«VCanMpand«K«OnllvmMar plMdwcMngeUILOINO PLANCHECK CKUST FORM • PUNNMQ ENGINERINQ APPROVALS.doCX PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB102297 DATE 12/2/10 ADDRESS 2855 GAZELLE CT RESIDENTIAL ADDITION- MINOR (<17,000.00) POOL/SPA TENANT IMPROVEMENT RETAINING WALL VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER SOLAR PANELS PLANNER GINA RUIZ ENGINEER DATE 12/9/10 DATE H:\A1)MIN\C0UNTER/PIANN1NG/ENGINEEIIINC APPROVAL Carlsbad Fire Department Plan Review Requirements Category: TI, INDUST Date of Report: 01-12-2011 Reviewed b^^: Ui jJ^ INDEPENDENT ENERGY SOLUTIONS Name; Address: 1090 JOSHUA WY VISTA CA 92081 Permit #: CBl02297 Job Name: ISIS- INSTALL SOLAR PV SYSTEM Job Address: 2855 GAZELLE CT CBAD A5> .0 G ,4 INCOMBMilE^—Th^ton you have submitted for reviewis^TOftyjj|gJg|^,^y|j^^ ofSce camiot adequatelv conduct !^'eviewtoT[etennui?BM Please review carefully all comments attached^JglsaBrt^uDmit the necessary plans and/or spe^iiicallSHSrwith changes "clouded", to this office for revifiijwiiirtpproval. Conditions; Cond: CON0004322 [NOT MET] * * *Bubble all Changes* * * Synopsis of meeting 1/4/2011: 1. Provide structural overlay to illustrate fire department access on both axis' are along a structural member. 2. Include in plans signs and markings of system. These shall include, but not lirnited to, reflective signage, UL969 for weather rating, red background and white letteringL minimum 3/8" height, capital letters, marking of DC conduit, overall site plans with key elements of system. I 3. Note on plans that aisles < 8' in width require 4' X 8' vent cut outs every 20' liikear feet. Entry: 01/05/2011 By: cwong Action: CO Cond: CON0004334 [MET] ** APPRO VED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 01/12/2011 By: cwong Action: AP Independent Eneisy Solulkxis 219.52kW DC (STC) Grid-Tied PV System ISIS PHARMACEUTICALS, INC. 2855 GAZELLE COURT CARLSBAD, CA 92010 Product Submittals Supplied to: CITY OF CARLSBAD DEVELOPMENT SERVICES BUILDING DIVISION 1635 FARADAY AVE CARLSBAD, CA 92010 11/15/2010 Provided by: Independent Energy Solutions, Inc. 1090 Joshua Way Vista, CA 92081 Tel: (760) 752-9706 Fax: (760) 752-9758 A Renewable Energy Company 0 CONTENTS: Modules Racking Combiners Combiner Fusing Inverter AC Switch AC Switch Fusing AC Demand Meter DAS (Data Acquisition System) Structural Calculations Plan Check Correspondence 0^ Sunmodule^ SW 245 MONO World-class quality SolarWorld products are manufactured In state-of-the-art factories according to strict German and US quality, labor and environmental standards. Award-winning products SolarWorld modules were ranked number one in two consecutive tests carried out by the Photon trade magazine in 2008 and 2009 with up to 12% more yield. SolarWorld Plus-Sorting Plus-Sorting guarantees the highest efficiency of the installation. SolarWorld only delivers modules that have greater than or equal to the nameplate rated power. 25-year Linear Performance Guarantee* SolarWorld guarantees, over 25 years, that the modules' performance will not decrease by more than 0.7% per year - a distinct added value compared to the two-tiered guarantees usual in the industry. •according to the SolarWorld service certificate valid at the time of purchase www.solarworld-global.com/service-certificate llillll SOLARWORLD www.solarworld-usa.com We turn sunlight into power. Sunmodule^' SW 245 MONO PERFORMANCE UNDER STANDARD TEST CONDITIONS (STC*) Maximum power P,^. Open circuit voltage V^^ Maximum power point voltage V^ Short-circuit current 1^ Maximum power point current I PERFORMANCE AT 800 W/ M^ NOCT, AM 1.5 SW245 245 Wp 37.7 V 30.8 V 8.25 A 7.96 A SW245 Maximum power 179 Wp Open circuit voltage 34.4 V Maximum power point voltage Short-circuit current 1^ 6.65 A Maximum power point current ' • 6.37 A •STC: lOOOW/m', 25*C, AM 1,5 Minor reduction in efficiency under partial load conditions at 25°C: at 220 W/m', 95% (-i-/-3%) ofthe STC efficiency (1000 W/m') is achieved. COMPONENT MATERIALS Cells per module Cell type Cell dimensions Front THERMAL CHARACTERISTICS 60 Monocrystalline Silicon 156 mm x 156 mm tempered glass (EN12150) SYSTEM INTEGRATION PARAMETERS Maximum system voltage SC II Maximum system voltage USA NEC Maximum reverse current Increased snowload acc. tolEC 61215 1 Si- iii*!.'--fe ADDITIONA L DATA 1000 V 600 V 16 A 5.4 kN/m" NOCT TCV^ TC P„.. 47'C 0.042 %/'C -0.33 %/°C -0.45 %/-C 65.94 (1675) 39.41 (1001)- PTC rating ' Junction box Connector Module efficiency ^ SolarWorld Plus-Sorting* Power tolerance* •Only modules with flash-tested power > P^,^ are delivered. Linear warranty guarantees Year 1 module output to > 97% of P, 219.6 W IP65 MC4 14.6% +/-3% .Salfily Icsind ICC 61730 US USTED 1.34 (34) SolarWorld AG reserves the right to make specification changes without notice. This data sheet complies with the requirements of EN 50380. Sunmodule panels are manufactured in ISO 9001:2000 certified facilities Your building is a valuable asset. SunLink helps keep it that way with the most roof-friendly PV mounting system in the industry. non-penetrating Together with your engineers and permitting authorities, SunLink® designs the best method to secure the array to your building. Most situations can be successfully addressed without roof penetrations. But in those cases where they are required, the SunLink system needs only a fraction of those needed by competing brands. quick and easy roof access Only SunLink offers Tllt-Access™, a unique feature that lets you flip the panels up and out of the way so you can inspect the roof and perform routine maintenance without taking apart the system. high quality, long lasting materials Light but strong all aluminum and stainless-steel construction means the SunLink system is rugged, durable, corrosion-free, and elegant. Your building is a valuable asset. SunLink helps you keep it that way. unimpeded drainage The open architecture allows water, dirt, and debris to drain away without collecting under the modules. modules are more efficient PV modules produce less power when they get hot. The SunLink design promotes air circulation keeping modules cool and efficient. higher energy output Only SunLink offers 5°, 10°, 15% and 20° tilt angles. A steeper angle receives more sunlight which translates to more annual energy production, lower electric bills and, in many cases, no electric bills. engineering the solar revolution fast facts • More than 25 MW installed to date • 200-t- projects sold • Installed in 17 states and Canada • 5", 10°, 15°, 20° tilt angles • Non-penetrating in most situations • Flexible assembly, installation and mounting option^; about SunLink® Corporation SunLink® designs, manufactures and markets the solar industry's most advanced engineered products for integrating solar electric systems into buildings and sites. The company's flagship product — an aerodynamically designed, non-penetrating module mounting system for fiat roofs — is the industry's leading solution for adding PV to commercial buildings. process SunLink sells directly to its customers. When the time comes to consider a solar array for your building make sure to discuss the mounting system and its impact on the roof with your installer, integrator or engineer. SunLink works together with these experts to design the best system for the site. More and more building owners are specifying SunLink because it can increase the value of their property, lower their energy bills and reduce their maintenance costs. pricing Pricing of a SunLink system depends on a number of factors and you will want to work with your integrator to achieve the most cost effective system for the particular requirements of your site. SunLink is a premium brand that can reduce the total cost of installation as it delivers long term benefits and extraordinary value for money. Considering the worth of your property, would you want anything less? TECHNICAL SPECIFICATIONS Distributed weight 2.5-3.2 PSF Tilt angles 5°, 10°, 15°, 20° Roof applications BUR; PVC, TPO; SM.S; uirlually any flat roof Warranty 15 years Materials All aluminum construction, stainless steel fasteners Compatible modules All major brands including: Sliarp; Sanyo; SunPower; Kyocera; BP Solar; Canon; GE Energy; Mitsubishi; SolarWorld; Trina; Yingli; Solarfun; isofoton; Evergreen Solar; Solartec; Suntech; Day4; Canadian Solar; Ningbo and more SunLink Corporation (t) 415.925.9550 (f) 415.925.9636 (e) info@sunlink.com www.sunlink.com UNLINK' ASSEMBLY INSTRUCTIONS FOR SUNLINK PV MODULE ROOF MOUNT SYSTEM TABLE OF CONTENTS Notices and safety General procedure notes Installation materials and tools Part diagrams Assembly sequence Tilt bracket assembly and installation Panel assembly: 4x1 & 3x1 2x1 General module to spar grounding Panel installation Lateral link assembly Wind deflector assembly Ballast pan installation Connector installation Spar field drilling Page 2 Page 4 Page 5 Page 6 Page 8 Page 9 Page 11 Page 14 Page 15 Page 17 Page 19 Page 20 Page 23 Page 27 Page 29 Assembly instructions for SunLink roof mount system- Rev H Page 1 of 36 UNLINK* NOTICES AND SAFETY PRECAUTIONS Read this document before beginning installation work. Plan for safe practice during any installation activity with respect to hazards from tripping, falling, lifting, repetitive stress, and any overhead or electrical hazards. When working close to building roof edges, consider protection options that reduce worker exposure to fall hazards. Refer to OSHA Sub-Chapter 7, Group 1, Article 2. The SunLink® Roof Mount System (RMS) is made from aluminum alloy, fastened together with stainless steel assembly hardware. Aluminum alloy components are manufactured per ASTM B209 and ASTM B221. 5052-H32 is used for sheetmetal components, and tempered 6000 series alloys are used for extruded components. In the forms used in SunLink, these materials are considered to be non-toxic. hAetal components often have sharp edges. Handle carefully! Wearing gloves is good practice. This document Is not prescriptive regarding safety and does not purport to address all the safety concerns that may arise with its use. Contractors should become familiar with all applicable safety, health and regulatory requirements before beginning work. Electrical safety notice - Any time a SunLink panel contains two or more electrically interconnected modules, a shock hazard is present. SunLink is a mechanical system and contains no "live" parts. Mechanical installers and electricians should coordinate in order to ensure that all personnel are aware of electrical hazards. , Precedence - The SunLink RMS positions and secures photovoltaic modules. DC "stringing" and interconnection ofthe modules requires placement of conduit, conduit fittings and combiner boxes. Nothing in this document is intended to limit the allocation of rooftop space or to control crafts with respect to work precedence and coordination. Build rate - Estimated mechanical installation rate (modules per day) for an array consisting of commercial-class modules installed with a SunLink RMS and assuming a well-equipped four-person crew is on the roof and working 7.5 hours / day with full task interchangeability: > 120 modules / day. | As-built documentation process - On-roof use and mark-up of this document and the drawings and printed matter referred to in this document is good practice. Mark up and annotate the drawings on a regular basis, noting completions, exceptions, dimensional Inconsistencies, etc. i Field modifications - Unauthorized field modification of SunLink components or assemblies may affect SunLink warranty coverage. Provide marked up drawings for SunLink's review, comment and approval prior to attempting any field modifications. Workarounds - Workers laying out or installing arrays on rooftops may encounter undocumented or unexpected obstacles requiring workaround. Since PV arrays are intended to be primarily regular and repeating structures, workarounds should be noted on working drawings. When a workaround affects the location of two or more modules at once, the supervisor should be advised and the workaround should be evaluated and then completed in a manner that ensures that the remainder of the array Is not affected. Roof surface - All large flat roofs have pitch and undulation, jointed assemblies, and may also have level separations and parapets. Various roof-mounted fittings, air vent pipes and equipment such as HVAC or process equipment may also be encountered. The precise location of many rooftop details is not known since such details are installed under conditions in which the worker or contractor may have discretion regarding final location. i Fire Safe Roof - The SunLink RMS is to be mounted over a fire resistant roof covering rated for the application. The SunLink RMS is not meant for sloped roofs where the slope is greater than 5in/ft. Assembly instructions for SunLink roof mount system- Rev H Page 2 of 36 SUNLINK* Fit-up - SunLink is a designed-fit system and is assembled using fasteners and assembly bolt sets. Matching hole locations are engineered to ensure long-term reserve assembly strength and life cycle reliability. Since undulation and slope is required to ensure roof drainage, SunLink incorporates features that allow the array to follow the roof contour. Line-up for final bolted connection typically involves light "bucking in" during assembly. A drift pin is a useful tool with which to align holes for cross-bolting. Roof life and care - The service life of any roof is contingent upon care for the roof especially during equipment installation on a roof. Avoid concentrated loads on the roof. Never drag SunLink components into place. Instead, elevate the component, and then move it manually or with a cart. Locate it and then place it "on spot." To ensure roofing system warranty continuation, work with roofing system installation contractors to ensure roofing system - array compatibility. WARNING! Single-ply roofs are not damage tolerant. Avoid accumulation of metal fines that result from drilling or sawing metal components. Metal fines embedded in the soles of shoes can damage single-ply roofs. Fasteners - All required fasteners are furnished with the SunLink RMS. All fasteners are 18Cr-8Ni stainless steel. For any assembly, finish initial bolted assembly to finger tight. Refer to the Installation Manual for detailed information on application. Button-head cap screws (BHCS) are precision, low-profile fasteners. Use of air-powered tools that do not incorporate means to limit applied torque may damage the head of these fasteners and is not recommended. Adhered svstems - Workers should read applicable Material Safety Data Sheets (MSDS). During the process of preparing adherents and applying adhesive, particulate and vapors are present that may cause eye or skin irritation. Wear gloves whenever working with adhesives. Avoid contacting eyes or skin with adhesives. Under some circumstances, adhesives may cause respiratory distress, dizziness or nausea. Practice "team safety" and routinely evaluate co-workers for signs of reaction to adhesives. (1) Adherents must be clean. Surfaces for adhesion should be free of particulate or debris that would interfere with the bonding process. Contaminants should be removed. Do not attempt to bond adherents when air temperatures are higher than 110°F or below the dewpoint. (2) The ftond//ne is defined as the specified length over which the adhesive bead is applied. (3) The bottom side of selected tilt brackets, anchor plates or ballast trays is adhered to the roof with adhesive applied to the roof-side bondline, the location and quantities for which are determined by layout. Components are furnished clean and dry, but on-site cleaning of the metal surface with denatured alcohol or with the adhesive manufacturer's recommended primer before adhering the component to the roof is advised. (4) Press the SunLink adherent into place firmly and accurately in reference to designated locations. Pressure should be downward and controlled to avoid lateral mis-location. The adhesive oozes out and forms the intended bond area. Preferred adhesives are moisture cure type, and advance to a cured state as a function of time after bonding and local relative humidity. Once the adherents are bonded in place, workers should allow a cure time of 48 hours before applying any construction / assembly loads. Final inspection -Visuallv inspect assembled SunLink arrays, roof-mounted or ground supported. The suggested process consists of a row-by-row walk-through and then a perimeter walk-around, after mechanical assembly, before electrical completion. Report any distortion in the assembly to SunLink. Array substrate supports should be in full contact with the roof or the ground. Any indication of uneven distribution of weight should be evaluated and corrected before continuing with electrical finishing. Assembly instructions for SunLink roof mount system-Rev H Page 3 of 36 SUNLINK* GENERAL PROCEDURE NOTES A. The SunLink system assembles modules into panels as follows: 4x1 - 4 modules assembled into one panel 3x1 - 3 modules assembled into one panel 2x1 - 2 modules assembled into one panel B. Tilt brackets are multi function SunLink assemblies. Together with longitudinal links, tilt brackets make up the SunLink roof substrate. Tilt brackets enable free-standing array support and allow for mechanical or adhesive anchoring. Tilt bracket bases can be adapted to any roof type. Tilt bracket covers set the array angle of incidence, connect SunLink panels to the substrate sub-system and establish array row spacing. ! C. Tilt brackets are configured for easy field assembly and are shipped in two parts. Tilt bracket covers are shipped in a semi- formed condition and need final forming to be completed on-site and are then attached to the tilt bracket bases. This minimizes on site storage and reduces shipping and handling bulk. | D. Assembly time for tilt bracket is about 10 seconds. The assembly process is worker friendly. As is true for any precision assembly, a light touch works best. E. Do not over-bend the tilt bracket cover. F. During installation do not leave panels unattended In the tilt up position. G. At the end of every work day ensure all components are securely attached. Temporary ballast (i.e. sandbags) may be required to secure the system to the roof during the installation process to prevent movement or damage due to wind. H. For all day handling of aluminum components, wear gloves. I. Be careful of pinch hazards, especially when lowering panels onto tilt brackets Assembly instructions for SunLink roof mount system- Rev H Page 4 of 36 UNLINK' TILT ACCESS FEATURE TILT ACCESS™ is a unique feature to SunLink that lets you flip the panels up and out of the way. This enables access to the underside of the modules during installation and routine maintenance. To use the TILT ACCESS™ feature remove both 3/8"-16x2.25" HHCS's from the Anchor Block/Tilt Bracket assemblies and one from each ofthe Pivot Block/Tilt Bracket assemblies (reference below image for exact hole locations). Lift the sub-assembly (4x1, 3x1 or 2x1) up to 100 degrees. To hold the modules in position align the provided locking holes on the Tilt Bracket with the locking holes on each Pivot Block. Place one 3/8"-16x2.2S" HHCS into the locking holes on each ofthe two tilt brackets. Remove one 3/8"-16x2.25" HHCS from this location on the Pivot Block/Tilt Bracket assembly TILT ACCESS™ locking hole with one 3/8"-16x2.25" HHCS Instiled Remove the 3/8"-16x2.25" HHCS's from these two locations on the Anchor Block/Tilt Bracket assembly REQUIRED INSTALLATION MATERIALS AND TOOLS 1. Minimum six (6) saw horses (e.g. Stanley 2 way adjustable saw horses, 32" high, 4" long and 29" wide. Stanley part number 11012) 2. Torque wrench 3. Cordless screwdriver with torque adjustment 4. Rubber mallet 5. 1/2" wrench 6. 9/16" wrench 7. 1-1/8" wrench 8. Hex bit drivers - 3/16", 5/32", 7/32" 9. Drift pin 10. Wire cutters 11. Pliers Assembly instructions for SunLink roof mount system- Rev H Page 5 of 36 SUNLINK* PART DIAGRAMS Spar (aluminum extrusion) Longitudinal link (aluminum extrusion) An (alumin } :hor block um extrusion) f Lateral link (aluminum extrusion) / Pivot block (aluminum extrusion) i Cla (alumin < mp block um extrusion) Tilt bracket base (aluminum sheetmetal) Tilt bracket cover (aluminum sheetmetal) End row tilt bracket cover (Aluminum sheetmetal) East wind deflector (aluminum sheetmetal) West wind deflector (aluminum sheetmetal) End East deflector (aluminum sheetmetal) >^ Assembly instructions for SunLink roof mount system- Rev H Page 6 of 36 • SUN LINK- PART DIAGRAMS End West deflector (aluminum sheetmetal) End disc (aluminum extrusion) Deflector clip (Stainless steel) Drill jig Long link clamp (stainless steel) 1 Clamp Arm (stainless steel) '^'^^-'^^^^ • Ballast pan ^^uminum sheetmetal)-''''^ Flashable post anchor (FPA) (machined/welded aluminum) Assembly instructions for SunLink roof mount system- Rev H Page 7 of 36 UNLINK* ELEVATION VIEW OF 10° SYSTEM (note tilt brackets are transparent for clarity) Clamp block Module Lateral link Pivot block End Disc Wind deflector Long Link Tilt bracket End row tilt bracket ASSEMBLY AND INSTALLATION SEQUENCE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. Assemble tilt bracket bending jig. Assemble tilt brackets. Install tilt brackets and longitudinal links on roof. Lay out modules and spars on saw horses. Attach clamp blocks to spars. Attach modules to spars. Install grounding screws Attach pivot blocks and anchor blocks to spars. Attach panels to tilt brackets. Hook up module leads. Attach lateral links. Attach wind deflectors on north rows. Install end discs. Install ballast pans or connector post assemblies. Assembly instructions for SunLink roof mount system- Rev H Page 8 of 36 V'. UNLINK* TILT BRACKET ASSEMBLY AND INSTALLATION Step 1. Before beginning assembly of the tilt brackets a bending jig must flrst be made which will ease assembly. (10 degree system shown) The bending jig is made as follows; take two tilt bracket covers and bend them over a longitudinal link (refer to Step 2), being careful not to over-bend. Attach the tilt bracket cover to the tilt bracket base as shown in step 3 below. Attach a longitudinal link between the two tilt brackets as shown below using two (2) 3/8"-16 x 2.25" HHCS and 3/8" Hex nuts, (note: longitudinal link is only attached to the upper hole in the tilt brackets when used as jig). The bending jig is now ready to be used. Step 2. Lay a tilt bracket cover over the longitudinal link and bend the sides of the cover inwards, being careful not to over bend. The tilt bracket cover will have a little spring back. Assembly instructions for SunLink roof mount system- Rev H Page 9 of 36 Step 3. Attach the tilt bracket cover to the tilt bracket base. Center the tilt bracket cover over the tilt bracket base and pinch the legs of the tilt bracket cover until the slots in the cover clear the locking tabs in the base. Allow the cover to expand with the locking tabs of the base engaging with the slots in the cover. Push down on the center of the cover to complete engagement of tabs. Pinch cover and align locking tabs with slots Release and engage locking tabs, push cover down to complete engagement Assembled tilt bracket Step 4. I Set up tilt brackets at desired location and attach longitudinal links between tilt brackets as shown below. Use four (4) 3/8-16 x 2.25" HHCS, eight (8) 3/8" flat washers and four (4) 3/8" hex nuts to attach the longitudinal link to the tilt brackets. Use a washer on each side ofthe tilt bracket. Do not fully tighten the nuts. Repeat for second column of tilt brackets. Assembly instructions for SunLink roof mount system- Rev H Page 10 of 36 SUNLINK* PANEL ASSEMBLY (4x1 panel system shown) 4x1. 3x1 and 2x1 Panel Assemblv: Step 1. Lay out saw horses as shown, distance between flrst and last saw horse should be approximately 12" shorter than spar being used. Spar can be set on ground beside saw horses and used as guide. Note: It may be helpful to place plywood sheets on the saw horses to provide a larger work surface for holding tools and components. Step 2. Lay modules face down with an approximate module to module gap of 1.25". Lay two (2) spars on top ofthe edges ofthe modules. Orient modules such that junction boxes are in same direction for all modules. Assembly instructions for SunLink roof mount system- Rev H Page 11 of 36 CO UNLINK* Step 3. Install three (3) clamp blocks per spar (2 clamp blocks per spar on a 3x1 and 1 clamp block per spar on a 2x1) using one (1) 5/16-18 x 1.25" BHCS per clamp block. Leave clamp blocks loose. Module Spar Locking lip of clamp block Note: Bar clamps can be used to ensure spar to frame seating, frame to clamp seating and hole alignment prior to installation of bolts. Assembly instructions for SunLink roof mount system- Rev H Page 12 of 36 UNLINK* Step 4. Attach modules to spars. Depending on module and mounting hole diameter, use either four (4) 5/16-18 x .625" BHCS or four (4) 1/4 - 20 X .625" BHCS with corresponding flange nuts per module. Spars with .28" mounting holes use 1/4" screws and spars with .34" holes use 5/16" screws. Leave nuts loose. Once all bolts and nuts are installed, verify that the clamp block flanges are positioned flush over each module and square with the spar. Tighten all bolts to 11-14 ft Ibs using cordless screwdriver. Ensure cordless screwdriver is set to the correct torque. During this process make sure the spars are seated, with no gaps, against the outside ofthe PV module frames. Step 5. Install two (2) pivot blocks onto the flrst spar. It may be necessary to lightly tap the pivot block into place using a rubber mallet. Attach pivot blocks to spar using 3/8"-16 x 2.25" HHCS, two (2) per pivot block. Tighten to 16-20 ft Ibs. Assembly instructions for SunLink roof mount system- Rev H Page 13 of 36 SUNLINK* Step 6. Install two (2) anchor blocks onto the second spar. Rotate anchor block so that grooved surface is facing modules. Attach anchor blocks to spar using two (2) 3/8"-16 x 2.25" bolts and 3/8" hex nuts. Tighten to 16-20 ft Ibs. 2x1 outrigger panel assemblv: 2x1 panels are different from 4x1 and 3x1 panels in that they only use one row of tilt brackets and they have to be attached to either the right or left of a 4x1 or 3x1 using lateral links. The system layout will determine if a right or left 2x1 will be used. The modules are attached to the spars in the same manner as the 4x1 shown above. The 2x1 spars have two sets of holes to attach the pivot and anchor blocks. Which of these holes is used will determine if the 2x1 is a left or right. Left 2x1, note position of anchor and pivot blocks Assembly instructions for SunLink roof mount system- Rev H Page 14 of 36 UNLINK' General Module to Spar Grounding Recommendations The SunLink spar grounding method conforms to UL1703 and is certified by ETL for the following modules: BP Solar BP3237T, BP3232T Yingli Solar YL 230 Pb-2,YL 225 Pb-2, YL 220 Pb-2, YL 215 Pb-2, YL 210 Pb-2, YL 205 Pb-2, YL 200 Pb-2 Suntech STP280-24Vb-l, STP270-24Vb-l, STP260-24Vb-l Sharp Solar ND216UC1, NDU244C1, NU-U230F3, NU-U235F1 To prevent unnecessary risk of fire, electrical shock or personal injury, all wiring and grounding must be done in accordance with local codes, or in the absence of local codes, with the National Electrical Code, ANSIl/NFPA No. 70-Latest Revision (for the US) or the Canadian Electrical Code CSA C22.1 - Latest Revisions and local codes and ordinances. Note: Most module manufacturers provide a grounding hole on the long frame of each panel. SunLink utilizes this hole and a matching hole on the spar to ground the modules to the spar using the module manufacturer's recommended hardware (commonly a bolt, a nut and a star washer or a thread cutting screw). Module to spar grounding should be done during panelization (assembly of modules onto spars) Cutaway of spar at spar/module grounding hole Module Grounding Hole Manufacturer's recommended hardware On each spar there are holes that align with the grounding holes of the modules. Using a screw type and screw size recommended by the module manufacturer, pass the screw through the hole on the aluminum spar and into the grounding hole of the module (see diagram to above). Install a star-washer and nut if recommended. Assembly instructions for SunLink roof mount system- Rev H Page 15 of 36 SUNLINK* To insure proper grounding, a screw is to be added for each module along the bottom spar. Two additional grounding points are to be added along the top spar to provide equipment grounding of the top spar. Bottom Spar j Top Spar Spar to Equipment Ground Conductor: There are two holes on the spar for bolting grounding lugs. These holes are located outside of the pivot/anchor block mounting holes to permit either row-to-row or spar-to-spar running of the equipment grounding conductor. SunLink recommends "direct bury" rated grounding lugs be used (e.g. ILSCO GBL-4DBT or Burndy CL50-1TN). Mount the grounding lugs using a #10 stainless steel screw with a stainless steel star washer and nut (see diagram). Only one lug is required per 4x1 (or 3x1 or 2x1). Locate the lug on the bottom spar and include a small service loop in the equipment grounding conductor to permit tilting of the panel array. SS #10 Screw Grounding lug Spar to equipment grounding hole SS #10 Nut W/SS Star washer Only one of these two locations needs a lug Assembly instructions for SunLink roof mount system- Rev H Page 16 of 36 UNLINK* PANEL INSTALLATION Step 1. Attach the assembled panel to the installed tilt brackets. Orient the assembled panel up 90° and guide the pivot blocks into the tilt brackets on the south side. Step 2. Rotate the panel down and guide the anchor blocks into the north side tilt brackets. Install two (2) 3/8-16 x 2.25" HHCS with a 3/8" flat washer into each anchor block and attach a 3/8" flat washer and 3/8" hex nut on each bolt. Do not tighten. Install two (2) 3/8- 16x2.25" HHCS with 3/8" flat washers into each pivot block and fasten with 3/8" flat washers and nuts. Once all bolts are installed and panels are in correct position tighten all eight (8) mounting bolts to 16-20 ft Ibs. Assembly instructions for SunLink roof mount system- Rev H Page 17 of 36 SUNLINK* Step 3. Install end disc into open end of each tilt bracket located on the south side of each SunLink column. Secure end disc with one (1) 3/8-16 x 2.25" HHCS with two (2) 3/8" flat washers and one (1) 3/8" hex nut. Tighten to 16-20 ft: Ibs. Diagram showing Left 2xlpanel (20°) attached to a 4x1 panel Assembly instructions for SunLink roof mount system- Rev H Page 18 of 36 UNLINK' LATERAL LINK INSTALLATION Lateral links are generally installed on the flrst two (2) rows and last two (2) rows between adjoining columns but reference layout drawings for locations. They are located on the anchor block side of each panel with the following exception, a. If attaching a 2x1 outrigger then a lateral link is used on both the anchor block side and the pivot block side. Step 1. Insert the lateral link within the spar channel of each panel and align mounting holes. Install two (4) 3/8 -16 x 2.25" HHCS through spar and lateral link (2 each end) and attach four (4) 3/8" hex nuts. Tighten to 16-20 ft Ibs. Lateral link assembly Assembly instructions for SunLink roof mount system- Rev H Page 19 of 36 SUNLINK* WIND DEFLECTOR ASSEMBLY Wind deflectors are installed on the North end of each SunLink column. Wind deflectors are also required when transitioning from a 3x1 to a 4x1 or where a module is omitted. See layout drawing for wind deflector locations. North row wind deflectors All panels use two (2) wind deflectors per panel (1 East deflector and 1 West deflector). Wind deflectors are attached to the back of the spar and to the end row tilt bracket covers. Step 1. Install deflector mounting hardware to spars on North row. Install 5/16-18 x 1" HHCS with 5/16" flange nuts into each 0.344 hole on the back leg ofthe spar, quantity varies depending on module type and whether a 4x1, 3x1 or 2x1 is being used. Torque to 14 -16 ft Ibs. Note: this step can be done when the panels are being assembled during the panel assembly process if the panel is being used for the North row. Exploded side view showing deflector attachment (Anchor blocks removed for clarity) Assembly instructions for SunLink roof mount system- Rev H Page 20 of 36 UNLINK* Step 2. Attach east and west deflectors to spar using 5/16-18 flange nuts. Orient the deflectors such that the end tabs are facing out and are at the center of the panel. Torque to 14-16 ft Ibs. End tabs of deflectors Assembly instructions for SunLink roof mount system- Rev H Page 21 of 36 CO SUNLINK* Step 3. Attach deflector clips to end row tilt brackets using two (2) 5/16-18 x .625" BHCS per deflector clip. Torque to 11 to 14 ft Ibs. Deflector clip goes over lip on deflector Side view of deflector to tilt bracket assembly Assembly instructions for SunLink roof mount system- Rev H Page 22 of 36 SUNLINK* Step 4. Connect east and west deflector end tabs at center of panel using 5/16-18 x .625" BHCS with flange nuts, quantity varies between 0 and 4 depending on system. Torque to 11-14 ft Ibs. Side view of north row assembly (10° wide system) Assembly instructions for SunLink roof mount system- Rev H Page 23 of 36 SUNLINK* End wind deflector End wind deflectors are used when transitioning from a 3x1 to a 4x1 or when a module is omitted due tp an obstruction. The end wind deflector is attached using the anchor block and lateral link holes. Step 1. Remove the two 3/8-16 x 2.25" HHCS anchor block to spar mounting screws on the side ofthe panel where the end wind deflector will be mounted. Remove the upper anchor block to tilt bracket 3/8-16 x 2.25" HHCS with washers and hex nut. Set fasteners aside. Remove these three (3) fasteners Step 2. Attach the end wind deflector to the back of the spar. Install the two anchor block to spar mounting screws removed in step 1 through the end wind deflector mounting holes. Insert two (2) 3/8-16 x 2.25 HHCS with 3/8 hex nuts through the two mounting holes at the end of the end wind deflector and into the lateral link holes on the spar. Torque to 14 -20 ft Ibs. Assembly instructions for SunLink roof mount system- Rev H Page 24 of 36 SUNLINK* Step 3. Reinstall upper anchor block to tilt bracket fastener removed in step 1 through the end tab on the end wind deflector. Torque to 16 - 20 ft Ibs. Note: East end wind deflector shown, procedure is the same for West end wind deflectors. Array section showing east end wind deflector on a 4x1 and east and west deflectors on a 3x1 Assembly instructions for SunLink roof mount system- Rev H Page 25 of 36 SHEETS 27-29 REMOVED, (NOT APPLICABLE FOR THIS PROJECT) Assembly instructions for SunLink roof mount system- Rev H CONNECTOR INSTALLATION Connectors are installed when extra attachment is required to attach the SunLink system to rooflng with minimum penetration. Step 1. Attach flashable post anchor (FPA) to roof and add flashing. Mounting screws FPA Backer board to bring connector base flush with deck Section of roof with roofing material removed to allow direct access to substrate FPA with flashing installed Assembly instructions for SunLink roof mount system- Rev H Page 30 of 36 UNLINK* Step 2. Connect Z clamp arm to long link using long link clamp and four (4) 5/16 x .625" BHCS with 5/16" flange nuts. Do not tighten nuts. Step 3. j Connect Z clamp arm to FPA and secure with 3/4 -10 x 1.5" HHCS and flat washer. Tighten to 30-40ft Ibs. Tighten 5/16" nuts on long link clamp to 11-14 ft: Ibs. Assembly instructions for SunLink roof mount system- Rev H Page 31 of 36 CO UNLINK* SPAR FIELD DRILLING REQUIRED INSTALLATION MATERIALS AND TOOLS 1. Spar drill jig 2. 13/32" metal cutting drill bits (minimum 2 per job) 3. 9/16 wrenches or sockets 4. Vise-grip plier's clamps (2) see Mcmaster-Carr Part # 5105A14 as example. 5. Cordless screwdriver with torque adjustment Refer to layout drawing to determine if spar field drilling is reauired for system. When a column of 4x1 transitions to a 3x1 (or vice-a-versa) the tilt bracket of the of 3x1 that does not line up with the 4x1 column needs to be attached to the spar ofthe 4x1. To do this, two 13/32" holes have to be drilled in the 4x1 spar to allow attachment of either a pivot block or anchor block (which block to use depends on whether the 3x1 is to the north or south ofthe 4x1). This pivot block or anchor block will then be attached to the tilt bracket of the 3x1. t 1 South 1 South T 3x1 to the north of a 4x1 (connect to 4x1 using anchor block) 3x1 to the south of a 4x1 (connect to 4xlusing pivot block) Note: It is best to drill the spars before attaching them to the modules, but they can also be drilled in place. Assembly instructions for SunLink roof mount system- Rev H Page 32 of 36 SUNLINK* Method A - Drilling the spar before assembly. Determine which side ofthe 4x1 spar needs the extra mounting holes before beginning. Step 1. Lay a 3x1 and 4x1 spar back to back and align one set of anchor/pivot block holes on the 3x1 with the matching holes on the 4x1. Step 2. Clamp and bolt spars together to maintain alignment. Align holes Assembly instructions for SunLink roof mount system- Rev H Page 33 of 36 SUNLINK* Step 3. Connect the drill jig to the 3x1 spar at the second pivot/anchor block location. Tighten thumbscrew to secure the drill jig to the spar. Step 4. Using the drill jig as a guide, drill two 13/32" holes through 4x1 spar. Debur edges on both sides. Assembly instructions for SunLink roof mount system- Rev H Page 34 of 36 UNLINK* Method B - drilling spars after system is mounted on roof. Step 1. When connecting on north side using an anchor block: Use anchor block as a guide to ensure that the drill jig is in the correct location. Push drill jig into spar until it stops. Secure drill jig to spar using jig thumb screw. Drill two 13/32" holes in 4x1 spar. Debur edges on both sides. 4x1 North side spar Tilt bracket of 3x1 Drill jig thumbscrew Anchor block used as guide Assembly instructions for SunLink roof mount system- Rev H Page 35 of 36 SUNLINK* Step 2. When connecting on south side using an anchor block: 4 xl panel may need to be rotated up to gain access to inside of lower spar. Use anchor block as a guide to ensure that the drill jig is in the correct location. Push drill jig into spar until it stops. Secure drill jig to spar using jig thumb screw. Remove anchor block. Drill two 13/32" holes in 4x1 spar. Debur edges on both sides. Note: Anchor block is only used as a guide, a pivot block will be used to connect the 3x1 tilt bracket to the 4x1 spar. Anchor block used as guide 4x1 south side spar Drill jig Drill jig thumbscrew Assembly instructions for SunLink roof mount system- Rev H Page 36 of 36 Combiners rCSOLAR 310 Stealth Court, Livermore, CA 94S51 925.456.7744 vvww.solarbos.com Disconnect Combiners SolarBOS now offers combiners with integrated load-break 600 VDC disconnects. This allows installers to further reduce system costs by merging the combiner box with the disconnect switch into one product. SolarBOS disconnect combiners can be specified with 4 to 24 input circuits with a variety of switch sizes up to 245 amps and NEMA-S, 3R, 4 or 4X enclosures. All combiner enclosures offer complete gasketed seals for better protection from the elements as well as plenty of wiring room for ease of installation. Combiner Features CSI50-24-15-N3 SolarBOS products are designed and manufactured with the system integrator in mind, using the highest quality components to ensure long-term field reliability. All products are assembled in Livernnore, California, and we guarantee customer satisfaction. Listed to UL 1741 28, 55, 75, 150 and 245 amp integrated disconnects 900 Output Terminals NEMA-3, 3R, 4 & 4X Rated Enclosure Options Steel or Fiberglass Enclosures Rated for 600 VDC and Continuous Duty Touch-Safe Fuse Holders Cover Doors with Poured-ln-Place Seamless Gaskets High Quality Negative Input Terminal Blocks Configured for both positive and negative grounded arrays Clean Design for Ample Wiring Room Combiner Specifications SolarBOS Source Circuit Combiners offer many configuration options, including number of input circuits, ampacity of disconnect switch and enclosure type. These options can be a bit overwhelming for the new customer, but they are, in fact, fairly straightforward. A common top level part number for a disconnect combiner is a CS150-12-15-N3. This "reads" as a combiner, single output, 150-amp disconnect, 12 input circuits with 15-amp fuses and NEI\/IA-3/3R enclosure. j Please refer to the following table for specific information for the various models. Disconnect Ampacity 28 55 75 150 245 Number of Input Circuits 3 to 6 3 to 6 4 to 12 4 to 24 4 to 24 Input Conductor Size Range (AWG) #14to 4 #14 to 4 #14 to 4 #14 to 4 #14 to 4 Max Fuse Size (Amps) 30 30 30 30 30 Max Rated Current (ADC Continuous) 28 55 75 150 245 Number of Output 1 1 •i 1 Conductors 1 1 1 1 1 Output Conductor Size Range (AWG) #14 to 2/0 #14 to 2/0 #6 to 350 #6 to 350 #6 to 350 Enclosure NEMA Ratings 4 / 4X 4 / 4X 3/3R / 4 / 4X 3 / 3R / 4 / 4X 3/3R / 4 / 4X Steel Enclosure Dimensions (inches) 12x10x6 12x10x6 20x20x6 20x20x6 or 20x24x6 24x24x6 Approx. Weight (Powder Coated or 15 Ibs 15 Ibs 42 Ibs 50 Ibs 55 Ibs Stainless Steel) Fiberglass Enclosure Dimensions (inches) 14x12x7 14x12x7 22x18x8 24x20x10 or 24x24x10 24x24x10 Approx. Weight (Fiberglass) 12 Ibs 12 Ibs 28 Ibs 35 Ibs 40 Ibs Due to the flexibility of SolarBOS products, part numbers reflect the specific construction of the combiners. Please contact SolarBOS directly for help specifying a combiner for your application. Two example part numbers are explained below: CS28-04-08-4XF = Combiner, Single output, 28 amp disconnect, 4 circuit, with 8-amp fuses and NEMA-4X fiberglass enclosure CS150-12-15-N3 = Combiner, Single output, 150 amp disconnect, 12 circuit, with 15-amp fuses and NEMA-3/3R steel enclosure Limitron' Fuses Protect Your DC Circuits Best-in-Class Midget Fuse Provides Superior Protection In Variety Of AC/DC Applications The Cooper Bussmann Limitron® DCM series of midget fuses offers superior fast-acting overload and short-circuit protection for ac/dc circuits. Superior Protection: • UL Listed up to 600Vac/dc • Interrupting rating of lOO.OOOA, ac • Interrupting rating of 50,000A, dc Full-Range Fuse Line Meets Codes And Standards For Green Power Applications: • Photovoltaic source circuits: NEC® 690, UL 1703 • Electric and hybrid-electric vehicles: NEC® 625, UL 2202 (charging systems) • Fuel cells: NEC® 692 • DC control circuits: UL 508A • Traction/mass transit auxlWary circuits: lEC 60077-5 Whole Product Solution For Photovoltaic Application: You get the fuse, fuse holder, combiner box (sourced), disconnect and monitoring capability. Article 690.9 allows supplementary, as well as branch circuit overcurrent protective devices, to be used in photovoltaic source circuits. If supplementary fuses are used, they must "be listed for use in dc circuits" and "have the appropriate voltage, current, and interrupt ratings" according to 690.9(D). The Cooper Bussmann Limitron DCM series, can be used in dc circuits, such as, photovoltaic source circuits. ro gFUS Symbol & Amp DCM-15 m QUALITY F«i Bussmann Limitron DCM Specifications Class: Supplemental Description: Full range, fast-acting, ac/dc midget fuse Dimensions: %"x1 (10.3x38.1mm). Construction: Melamine tube with silver fuse element and nickel-plated brass endcaps Ratings: Volts - 600Vac/dc Amps - Xo to 30A IR-100,OOOAac - 50,000 dc Agency Information: CE, UL Listed: STD. 248-14, FILE #E19180, GUIDE #JDYX), CSA Certified, C22.2 NO. 248. 14 (CLASS #1422-01, FILE #53787). DCM Fuseblocks (Thermoplastic - Moderate Cost) Catalog Numbers (Amps) DCM-Xo DCM-% DCM-Ko DCM-YA DCM-Xo DCM-;^ DCM-% DCM-1 DCM-VA DCM-U^ DCM-2 DCM-2;^ DCM-3 DCM-4 DCM-5 DCM-6 DCM-7 DCM-8 DCM-9 DCM-10 DCM-12 lDCM-15 DCM-20 DCM-25 DCM-30 The Cooper Bussmann Limitron® DCM fuse is used in numerous "green power" applications including solar Catalog No. Max Amp Max Volt Mounting Finger-Safe Indicator Poles Data Sheet BM603 Series SOA 600V Surface/DIN Rail With DRA-1 With SAM 1-7 With SAMI-71 1 to 3 1104 BMA603 Series SOA 600V Surface With SAMI-7_ With SAMI-71 Add-a-pole 1155 NDNF1-WH SOA 600V DIN Rail NO With LPF1-XX 1 11S3 (Phenoiic - Lower Cost) Catalog No. Max Amp Max Volt Mounting Finger-Safe Indicator Poles Data Sheet S743 SOA 600V Surface No With SAMI-71 Add-a-pole 2104 S8S5 SOA 250V Surface No With SAMI-71 1 to 12 FLC 4515 SOA 250V Surface No With SAMI-71 1 FLC DCM Fuseholders (Global l\/loduiar) Catalog No. Max Amp Max Volt Mounting Finger-Safe Indicator Poles Data Sheet CHM_D(I) SOA 600V DIN Rail Yes With I Option 1 to S 2143 (In-Line) Indicator Catalog No. Max Amp Max Volt Mounting Finger-Safe With optional boots No Poles Data Sheet HEB SOA 600V In-Line 1 2127 HEX SOA 600V In-Line With optional boots No 2126 (Panel Mount) Catalog No. Max Amp Max Volt Mounting Finger-Safe Indicator Poles Data Sheet HPF Series Up to SOA 600V Panel Mount Yes* No 1 2114 HPS Series Up to SOA 600V Panel Mount Yes* No 2113 HPG 20A* 600V Panel Mount Yes* No 2108 HPM 20A* 600V Panel Mount Yes* No 2112 'Terminals exposed but behind panel when installed "When used with '/" quick connect terminals I For more information on the DCM, please vist www.cooperbussmann.com and download data sheet number 2038. Bussmann Productlvllv Thvough ProttOian' ©2005 Cooper Bussmann St. Louis, MO 63178 636-394-2877 www.cooperbussmann.com Printed in USA COO^ Bussmann / / \ I.l i - / ? 8 / 1 1 [ PVP260kW PERFORMANCE MONITORING Increase uptime and reduce maintenance costs with inverter- integrated monitoring solutions from market-leading third party partners. Each engineered solution is housed on a UL508A panel to deliver the highest level of safety and reliability With the optional revenue grade meter and subcombiner monitoring, PV Powered offers unprecedented choice and convenience. The industry standard for reliability, installability and maintainability The PVP260kW raises the bar once again for commercial inverter reliability, ease of installation and lifetime maintainability. High reliability is enabled by market-leading features including busbar power connections, redundant cooling system, card cage circuit board design and the widest temperature rating of any inverter in its class. The highly integrated system saves installers time and money by including load- rated AC & DC service disconnects, neutral-free installation, oversized busbar landings and generous cable bending area for top, bottom and side cable entry options. The PVP260kW has a standard 295VDC minimum MPPT and an optional full power 265VDC minimum MPPT- the lowest MPPT voltage of any commercial inverter in the industry This low input voltage option enables exceptional stringing capability with all PV module technologies including new thin film modules. The PVP260kW also simplifies performance monitoring by offering inverter-integrated solutions from market leaders Fat Spaniel, Draker and Energy Recommerce. Additional options from PV Powered include integrated revenue grade meter and subcombiner monitoring. PV Powered backs all its commercial inverters with an industry-leading 10-year nationwide warranty and an unprecedented optional 20-year warranty; plus the best service and support team in the business. •RAKER LABORATORIES >• ENERGY RECOMMERCE iff Fat Spaniel 150 SW Scalehouse Loop Bend OR 97702 1-541-312-3832 WWW.PVP0WERED.COM S2008 PV Powered INVERTER FEATURES Superior Reliability • Redundant cooling system with Smart Air Management™ • Low parts count reduces potential failure points • Engineered busbar power connections • Card cage circuit board system minimizes electronic interconnections Exceptional Installability • Top, bottom and side entry with generous bending area and oversized busbar landings • Large DC sub-combiner compartment with multiple fuse options • Full power output at 265 VDC enables more PV array design options • Exterior mounting flanges for fast and easy anchoring with no pre-drilling Easy to Maintain • All maintenance and service via front access • Fast change circuit board system shortens service time • Load-rated AC and DC service disconnects DIMENSIONS ^ 27- ^ DOO«l>ICM OCOiSCOKHECT DC COMBMC* PANCl —-w -— —'• —1 a. — ID' B ,/ 1 •WM r-, NH, • r-, mmm 65-1/5" 40-3/8' *C DGCONNtCI DATA AC GtAND PLATE 1 UMllllll r "1 Hit lit) r" n HIHIltltl 42-i/r G LAND PLATE 16-1/4- <B-3/6 DC t 1 •1 TQf VIEW 1 1 AC cx: GLANO PLATE 2rX4.3/r -1-5,8- -— 40-i/r -AC KT GUU'O "lATE X r 1 a o |o , IT 26-1 - W-3/4- _ - Preliminary (complete design documentation including seismic calculations available upon request) US ELECTRICAL SPECIFICATIONS MODEL PVP260kW PVP260kW-LV Continuous Output Power (kW) 260kW 250kW Weighted CEC Efficiency (%) 96.5% (est) 96.0% (est) Maximum DC Input Voltage (VOC) 600 600 DC Peak Power Tracking Range (V) '^-^ ' i '": 295 - 500 265 - 500 DC Imp Nominal Current (A) 918 1022 AC Nominal Voltage (V) 480 480 AC Operating Range (V) 422 - 528 422 - 528 AC Frequency Range (Hz) 59.3 - 60.5 59.3 - 60.5 AC Maximum Continuous Current (A) 301 j 301 Standby Losses (W) <75(est) <75(est) Harmonic Distortion (%THD) <3% <3% Power Factor • ' . :¥,.?9' "' ' >.99 MECHANICAL SPECIFICATIONS MODEL! Enclosure Constnjction Mounting Weight (Ibs) Cooling Temperature Range (°C) Isolation Transformer PVP260kW PVP260kW-LV NEMA 4 Powder Coated Steel Pad Mount 4,800 Forced Convection -30 to 50 Yes OPTIONS • Fused subcombiners: 8 x 200A, 16x1 OOA, 20 x 75A • Fused subcombiners with monitoring: 8 x 200A, 16x1 OOA • Integrated revenue grade meter • Positive ground NEMA 4 Powder Coated Steel Pad Mount 4,800 Forced Convection -30 to 50 Yes • Third party integrated data monitoring solutions • Preventative maintenance program • 20-Year extended warranty • Stainless steel enclosure AGENCY APPROVALS (PENDING) Ull 741, IEEE519, IEEE929, lEEt 154 /, FCC Class A for conduOed and radiated ©2008 PV Powered Pomreil iituMmiiitiiii DC Disconnect, in Power OFF Position I ON/OFF Switch in OFF Position AC Disconnect in Power OFF Position imiiiiiii nil Mil lllllllllll Figure 2-1 Inverter in the De-energized State PWomieil Clearances are shown in the figure below. 2 inches learance Required Behind Unit Figure 3-1 Inverter Clearances 3.3 Conduits and Conductors All the extemal conduits and conductors are to be supplied by the installer. See Appendix C - Mechanical Drawings for inverter gland plate locations. The gland plates must be in place for operation of the inverter. All interconnect wiring and power conductors interfacing to the inverter must be in accordance with the NEC ANSI/NFPA 70 and any applicable state and local codes. Large gauge wire must conform to the minimum bend radius specified in the NEC, Article 373-6B, Ninth Edition. All conductors shall be rated for 90°C (minimum). Extemal Cable Interfaces: Entry through bottom, side, or top gland plates. See Appendix C - Meciianical Drawings for details. 3.4 Environmental Requirements The unit may be installed either indoors or outdoors. If the installation of the inverter is outdoors, all interconnect conduit and fittings must be rated NEMA 4 (same as inverter rating) as required by the NEC. For hot locations a shade stmcture should be placed over the unit in order to reduce thermal stress and extend the product's life. Inverter power output will be de-rated for ambient temperatures in excess of 50°C/122°F. Clearances: Front = 3 feet, Rear = 2 inches, Sides = 12 inches, Top = 18 inches. Appendix C - Mechanical Drawings 1 i—w'-i -34"- RIGHT SIDE VIEW BACK VIEW 0 0 0 0 0 0 1 TOP VIEW Figure C-1 Mechanical Drawings PVPowered lOff'- BOTTOM VIEW Figure C-2 Mechanical Drawings (continued) CZ3 Profduct Data Sheet H365 Safety Switch , Fusible, 600V, 3-Pole, General Purpose (Indoor), Steel SQUARED by Schneider Electric 400A FUSED DISCONNECT icked in our distribution facility. Technical Characteristics Enclosure Rating Maximum Voltage Rating Short Circuit Current Rating Wire Size Enclosure Type Action Mounting Type Depth Ampere Rating Enclosure Material Number of Poles Height Approvals Width Factory Installed Neutral Terminal Type Electrical Interlock Type of Duty Disconnect Type Shipping and Ordering NEMA 1 600V 10kA (Class H or K) - 200kA (Class R,J or L) #1/0 to 750 AWG/kcmil(AI/Cu) General Purpose (Indoor) Single Throw Surface 10.13 Inches 400A Steel 3-Pole 50.25 Inches UL Listed 27.63 Inches No Lugs None Heavy Duty Fusible Category Discount Schedule GTIN Package Quantity Weight Availability Code Returnability Country of Origin 00053 - Safety Switch, Heavy Duty, NEMA1, 400 - 1200 Amp, fused and unfused DEI 00785901482192 1 168 Ibs. Stock Item: This item is normally stocked in our distribution facility. Y US As standards, specifications, and designs change from time to time, please ask for confirmation of the information given in this document. ) 2010 Schneider Electric. All rights reserved. Schneider £?Electric Bussmann^ LOW-PEAK® Dual-Element, Time-Delay Fuses Class RK1 — 600 Vac/300 Vdc LPS-RK 70-600A Catalog Symbol: LPS-RK_SP (600V) Ampere Rating: 70 to 600A Voltage Rating: ac: 600V (or less) dc: 300V (or less) Interrupting Rating: ac: 300,000A RMS Sym. dc: lOO.OOOA Agency Information: UL Listed-Special Purpose", Guide JFHR, File E56412 CSA Certified, (200,000 AIR) Class 1422-02, File 53787, Class RK1 per CSA C22,2 No, 248,12 Catalog Numbers LPS^RK-70SP LPS-RK-150SP LPS-RK-350SP LPS-RK-80SP LPS-RK-175SP 1 LPS-RK-400SP 1 LPS RK-90SP LPS-RK-200SP LPS-RK 450SP LPS RK 100SP LPS-RK-225SP LPS-RK-500SP LPS-RK-nOSP LPS-RK-250SP LPS-RK-600SP LPSRK-125SP LPS-RK-300SP — Available with tin plate option. Add suffix "-TP". (Ex.: LPS-RK-IOOSP-TP) Carton Quantity and Weight—LPS-RK (600Vac) Ampere Ratings Qty. Cartnn Weight' Ampere Ratings Qty. Lbs. Kg. 70-100 1 2,20 10 110-200 1 110 05 225-400 1 2,36 1,1 450-600 1 3,44 1,5 "Weight per carton " Meets all performance requirements of UL Standard 248-12 for Class RKl fuses C€ CE logo denotes compliance with European Union Low Voltage Directive (50-IOOOVac. 75-150OVdc), Refer to Data :5heet: 8002 or contact Bussmann Application Engineering at 636-527-1270 for more information. Dimensional Data - A -nJ_. • • Dimensions (inches) Ampere Ratings "A" "B" 70-100 7,88 (± 0 062) 1,11 (± 0,020) 110-200 9 63 (± 0 062) 1,61 (± 0,020) 225-400 11 63 (± 0,094) 2,36 (± 0,020) 450-600 13,38 (± 0,094) 2,88 (± 0,020) Features: • High degree of current-limitation for maximum short-circuit protection. • Type 2 protection for lEC and NEMA starters when properly s\ze6. • High inrush current motor protection, • Time-delay permits 130% FLA sizing for back-up motor over- load protection, and single-phasing protection. • Low watt loss power consumption. • Electrically isolated end caps, • 300Vdc, UL Listed. Applications: • Branch distribution • Motors • Transformers • Solenoids • General purpose circuits Recommended fuseblocks for Class R 600V fuses See Data Sheet: 1111 Fuse Reducers For Class R Fuses Equipment Fuse Clips Desired Fuse (Case) Size Catalog Number (Pairs) 600V 200A lOOA No 2621-R '100A lOOA No, 2641-R 200A No 642-R lOOA No, 2661-R 600A 200A No, 2662-R 400A No, 2664-R- •Single reducer only (pair not required) For additional information, see Data Sheet: 111E COOPER Bussmann 10-2-02 SB02295 Form No, LPS RK 70 600 Page 1 of 3 Data Sheet: 1002 Bussmann« LOW-PEAK® Dual-Element, Time-Delay Fuses Class RK1 — 600 Vac/300 Vdc LPS-RK 70-600A Time-Current Characteristic Average Melt CURRENT IN AMPERES COOPER Bussmann 10-2-02 SB02295 8 8 8 8888 O O O O p O Q D O O O O O O « lil IO ^> o Q O CURRENT IN AMPERES Form No LPS-RK 70 600 Page 2 of 3 Data Sheet: 1002 Bussmann« LOW-PEAK® Dual-Element, Time-Delay Fuses Class RKl — 600 Vac/300 Vdc LPS-RK 70-600A Current-Limitation Curves RMS SYMMETRICAL CURRENTS IN AMPERES A-B=ASYMMETRICAL AVAILABLE PEAK (2.3 x SYMM RMS AMPS) Current-Limiting Effects Prosp. S.C.C. Let-Through Current (Apparent RMS 100A 200A 400A 600A 5,000 2,200 3,250 5,000 5,000 10,000 2,700 4.100 7,150 9,600 15,000 3,050 4,650 7,950 10,650 20,000 3,300 5,100 8,650 11,500 25,000 3,500 5,500 9,200 12,200 30,000 3,700 5,800 9,650 12,750 35,000 3,900 6,100 10,100 13,300 40,000 4,050 6,400 10,450 13,750 50,000 4,300 6,850 11,100 14,600 60,000 4,550 7,250 11,700 15,300 80,000 4,950 7,950 12,650 16,450 100,000 5,250 8,550 13,450 17,450 150,000 5,900 9,750 15,050 19.400 200,000 6,450 10,700 16,300 20.900 250,000 6,850 11,500 17,350 22.100 300,000 7,250 12,200 18.250 23.200 •Values derived from curve data The only contralled copy of this Data Sheet is the electronic read-only version located on the Bussmann Network Drive All other copies of this document are by definition uncontrolled. This bulletin is intended to clearly present comprehensive product data and provide technical information that will help the end user with design applications Bussmann reserves the right, without notice, to change design or construction of any products and to discontinue or limit distribution of any products, Bussmann also reserves the right to change or update, without notice, any technical information con- tained in this bulletin Once a product has been selected, it should be tested by the user in all possible applications. COOPER Bussmann 10-2-02 SB02295 Form No LPS-RK 70-600 Page 3 of 3 Data Sheet: 1002 SHIRK MULTIFUNCTION POWER AND ENERGY METER Revenue Grade Shark 100T Transducer Industry Leading Technology • High End Meter Performance • Low End Economical Pricing • Our Easiest to Use Meter Ever! Shark 100* eter/Transducer AGGRESSIVE TECHNOLOGY I Elmctjro Industries/EaugeTech I ™ The Leader In Web Accessed Power Monitoring www. electroind. com LISTED US ELECTRICAL t ELECTRONIC MEASURING & TEST EQUIP. 22CZ Feature Summary 0.2% Class Revenue Certifiable Energy and Demand Metering Meets ANSI C12.20 (0.2%) and lEC 687 (0.2%) Accuracy Classes Multifunction Measurements including Voltage, Current, Power, Frequency, Energy, etc. Optional KYZ Pulse Power Quality Measurements (%THD and Alarm Limits) V-Switch® Technology - Field Upgrade without Removing Installed Meter 3 Line .56" Bright Red LED Display % of Load Bar for Analog Meter Perception RS485 Modbus and DNP 3.0 Protocol - 57.6K Baud IrDA Port for PDA Remote Read Ultra Compact, Easy to Install Fits Both ANSI and DIN Cut-Outs Available in a Transducer Only Version G R E S S 1 V E TEC ; H N O L O G Y Applications • utility Metering • Commercial Metering • Substations • Industrial Metering • Power Generation • Campus Metering • Submetering Analog Meter Replacement • Introduction Electro Industries introduces one of the industry's highest perfor- mance revenue grade panel meters. Based on an all new plat- form, this low cost meter significantly outperforms other devices many times its price. This unit is perfect for new metering applica- tions and for a simple replacement to existing analog meters. The Shark excels in metering energy accurately exceeding ANSI C12.20 (0.2%) and lEC 687 (0.2%) energy measurement standards. The unit utilizes high speed DSP technology with high resolution A/D conversion to provide revenue certifiable accuracy for Utility Billing, Substation Metering, Submetering and Critical Metering applications. V-Switch, Measurement Upgrade Packs SHARK100 The Shark 1 00 is equipped with EIG's exclusive V-Switch® Technology. V-Switch® is a virtual firmware-based switch that allows you to enable meter features through communication, even after installation. Using V-Switches, you can purchase what you require now and field upgrade functionality as needed. This allows you to optimize your metehng investment. Begin with a simple indication meter and upgrade it to full functioning energy billing meter with advanced measurement capabil- ity. Advanced versions of the Shark 100 (V3 and V4) also include DNP 3.0 communication protocol. Accuracy Measured Parameters Accuracy % of Reading Display Range Voltage L-N 0.1% 0-9999 Scalable V or kV Voltage L-L 0.1% 0-9999 V or kV Scalable Current 0.1% 0-9999 Amps or kAmps +/- Watts *" 0.2% 0-9999 Watts, kWatts, MWatts +/-Wh 0.2% 5 to 8 Digits Programmable +/-VARS 0.2% 0-9999 VARs, kVARs, MVARs +/-VARh 0.2% 5 to 8 Digits Programmable VA 0.2% 0-9999 VA, kVA, MVA VAh 0.2% 5 to 8 Digits Programmable PF 0.2% +/- 0.5 to 1.0 Frequency 0.01 Hz 45 to 65 Hz %THD 5.0% 0 to 1 00% % Load Bar 1 -120% 10 Digit Resolution Scalable Wote; Typical results are more accurate. Applies to 3 Element WYE and 2 Element Delta Connections. Traceable Watt-Hour Test Pulse for Accuracy Verification To be certified for revenue metering, power providers and utility companies need to know that the billing energy meter will perform to the stated accuracy. To verify the meter's performance and calibration, power providers use field test standards to ensure that the unit's energy measurements are correct. Since Shark 100 is a traceable revenue meter, it contains a utility grade test pulse allowing power providers to veriiy and confirm that the meter is performing to its rated accuracy. This is an essential feature required of all billing grade meters. Available V-Switches: • \ASwrtch 1 - Volts and Amps Meter - Default • V-Switch 2 - Volts, Amps, kW, kVAR, PF, kVA, Freq. • V-Switch 3 - Volts, Amps, kW, kVAR, PF, kVA, Freq. kWh, kVAh, kVARh and DNP 3.0 • V-Switch 4 - Volts, Amps, kW, kVAR, PF, kVA, Freq. kWh, kVAh, kVARh, %THD Monitoring, Limit Exceeded Alarms and DNP 3.0 Measured Values Real-Time Avg Max Min _: - „,.._,j. Voltage L-N • • • Voltage L-L • • • Cun'ent Per Phase • • • • Watts • •• • • • VAr ' • • • • VA • • • • PF ' ' \ ' • • • • +Watt-hr • -Watt-hr Watt-hr net • +VAR-hr • -VAR-hr • VAR-hr net • VA-hr Frequency m '- • • • • %THD -t - ' '- • • Voltage Angles Current Angles • % of Load Bar • • ^ Easy To Use and Install EIG Engineers designed this meter to be as easy to use and install as possible. From user interface to mechanical construc- tion, many hours were spent to make the Shark straightforward and intuitive so an installer with minimal meter experience and training can succeed with the product. Shark is programmed using a PDA, a PC Computer or through a simple keypad inter- face. Additionally, using the PC or PDA, a technician or electrician can see a visual phasor diagram of the vectors insuring that CT and Voltage polarities are correct. All inputs are color coordinated and have clear simple-to-understand labeling to avoid cross wir- ing mistakes by installers. This is very useful in OEM applications in which time of install affects the cost of the product Easy to Use Faceplate Programming PC Setup PDA Setup using IrDA Port Phasor Diagram Showing Wiring Status Auto Scroll Feature Analog Style % of Load Bar Shallow Panel Depth Quick Connect Voltage and Com Leads Quick Connect Current Pass Through Color Coordinated Voltage and Current Inputs Large .56" LEDs Reading Type Designator IrDA Port •• ' % Load Bar • Screen Selectors Wh Pulse Auto Scale * Indicator Tx Rx Indicator LEDs . . . RS 485 Communication Universal Voltage Inputs Current "Gills" Standard Feature Includes Real Time Phasor Analysis 4 Superior Voltage and Current Inputs SHARK100 The Shark 100 is ruggedly designed for harsh electrical appli- cations on both high voltage as well as low voltage power systems. This is especially important in Power Generation, Utility Substation and Critical User applications. The structural and electrical design of this meter was developed based on the rec- ommendations and approvals of many of our Utility customers. Universal Voltage Inputs Voltage inputs allow measurement to 416 Volts Line to Neutral and 721 Volts Line to Line. This insures proper meter safety when wiring directly to high voltage systems. One unit will per- form to specification on 69 Volt, 120 Volt, 230 Volt, 277 Volt and 347 Volt power systems. Current Inputs Current inputs uniquely use a dual input method: • Method One - CT Pass Through. The CT passes direcOy through the meter witinout any physical termination on the meter This insures tnat the meter cannot be a point of failure on tine CT circuit. This is preferable to utility users when sharing relay class CTs. No Burden is added to the secondary CT circuit. • Method Two - Current "Gills." This unit additionally provides ufrarugged termination pass-through bars, allowing the CT leads to be terminated on the meter. This, too, eliminates any possible point of failure at the meter. This method is also a pre- ferred technique for insuring that relay class CT integrity is not compromised. Inferior designs do not provide this advanced protective aspect and utilize terminal blocks to pass CT cur- rent tinrough a soldered connection on a printed circuit board. Shark's stud-based design insures that your CTs will not open in a fault condition. CT wires pass ' through meter (dia. 0.177"/4.5mm) Inherently Safe Design CT wires terminate to meter Utility Peak Demand Metering The Shark 100 provides user-configured Block Window or Rolling Window Demand. This allows you to set up a particular utility demand profile. Block Window Demand is demand used over a fixed user-configured demand period (usually 5, 15 or 30 minutes). Rolling Window Demand is a fixed window demand that moves for a user specified sub- interval period. An example-would be a 15-minute demand using 3 subintervals, providing a new demand reading every 5 minutes based on the last 15 minutes. Readings for kW, kVAR, kVA and PF are calculated using utility demand struc- tures. All other parameters offer max and min capability over the user-selectable averaging period. Voltage provides an instantaneous max and min reading, displaying the highest surge and lowest sag seen by the meter. Advanced Communication Capability with IrDA Interface The Shark 100 provides two independent Communication ports with advanced features. Back Mounted Port with KYZ Pulse (option 485P) • RS485 - This port allows RS485 communication using Modbus or DNP3.0 Protocols. Baud rate are from 9600 to 57.6k. • KYZ Pulse - In addition to the RS4B5, the meter also includes a KYZ pulse mapped to positive energy. This is a fixed energy pulse. Pulse values are: K(h) at Test Volts less than 150V=0.0501151926 K(h) at Test Volts more than 150V=0.2004607704 Front Mounted IrDA Communication Uniquely, the Shark also has an optical IrDA port, allowing the unit to be set up and programmed using a PDA or remote laptop with- out need for a communication cable. Just point at the meter with an IrDA-equipped PC or PDA and configure it. COPILOT EXT is a Windows CE software package that allows you to simply point at a Shark, configure it and poll readings. COPILOT E>Cr (Windows CE) r Serial •n. ^S^bus or DNP 3.0 I jl Serial RS485 Direct PDA Interface Master Host Shark 100 ANSI and DIN Mounting Simultaneous Dual Communication Paths Shark 100T ANSI and DIN Mounting The unit mounts directly in an ANSI C39.1 (4" Round fonn) or an lEC 92 mm DIN square form. This is perfect for new installations and for existing panels. In new installations, simply use existing DIN or ANSI punches. For existing panels, pull out old analog meters and replace tinem with One Shark 100. The meter uses standard voltage and cur- rent inputs so that CT and PT wiring do not need to be replaced. ANSI Mounting DIN Mounting The Shark 10CT is a transducer version of the Sharki 00 which does not include a display. The unit mounts directiy to a DIN rail and pro- vides an RS485 Modbus or DNP 3.0 output. Shark 100T - DIN Rail Mounted Transducer Dimensional Drawings SHARK100 " 123.19mm / o c ( rr—r-n—^ 4.10" 104.14mm /fl [ 1 L r • 1^ 11*]1 11*1 llojl lloj Ol uii oi Ol uii L j 11» 1 1^ 1^ — [ rj c • 3.25" 82.55mm 3.62' Wiring Diagrams 3 Phase 4 Wire WYE with PTS Specifications Voltage Inputs • 0-416 Volts Line To Neutral, 0-721 Volts Line to Line • Universal Voltage Input • Input Withstand Capability - Meets IEEE C37.90.1 (Surge Withstand Capability) • Programmable Voltage Range to Any PT ratio • Supports: 3 Element WYE, 2.5 Element WYE, 2 Element Delta, 4 Wire Delta Systems • Burden: 0.36VA per phase Max at 600V, 0.014VA at 120 Votts • Input wire gauge max (AWG 12/2.5mm2) • Note: Acxnuracy specs doubled for 2.5 Element connections. Current Inputs • Class 10: (0 to 11) A, 5 Amp Nominal • Qass 2: (0 to 2) A, 1A Nominal Secondary • Fault Current Withstand: 100 Amps for 10 Seconds, 300 Amps for 3 Seconds, 500 Amps for 1 Second. • Programmable Current to Any CT Ratio Ordering Information To order, please fill out ordering guide Model '^•"^RyS! • Burden 0.005VA per phase Max at 11 Amps ' 5mA Pickup Current • Pass through wire gauge dimension: 0.177" /4.5mm Isolation All Inputs and Outputs are galvanically isolated to 2500 Volts AC. Environmental Rating Storage; (-40 to +85)° C Operating: (-30 to +70)° C Humidity: to 95% RH Non- Condensing Faceplate Rating: NEMA12 (Water Resistant) Mounting Gasket Included Sensing Method • True RMS • Sampling at 400+ Samples per Cycle on all channels measured readings simultaneously • Harmonic %THD (% of Total Harmonic Distortion) Update Rate • Watts, VAr and VA-100msec • All other parameters-1 second Power Supply Option 02: • (90 to 265) Volts AC and (100 to 370) Volts DC. Universal AC/DC Supply Option: D; . 24-48VDC +/- 10% Burden: 10VA max. Communication Format • 2 Com Ports (Back and Face Plate) • RS485 Port (Through Back Plate) • IrDA (Through Faceplate) • Com Port Baud Rate: (9600 to 57,600) • Com Port Address: 0-247 • 8 Bit, No parity • Modbus RTU, ASCII or DNP 3.0 Protocols KYZ Pulse • Type Form A • On Resistance: 23-35W • Peak Voltage: 350 VDC • Continuous Load Current: 120 mA • Peak Load Current: 350mA (10ms) • Off Stat Leakage Current @ 350VDC: 1 mA • Opto-lslolation: 3750V (60Hz, Imin) Dimensions and Shipping • Weight: 2 Ibs • Basic Unit: H4.85 x W4.82 x L4.25 • Sharki 00 - mounts in 92mm DIN and ANSI C39.1 Round Cut-outs • Sharki OOT-DIN rail mounted transducer • Shipping Container Dmensions: 6" cube Meter Accuracy • See page 3 Compliance: • lEC 687 (0.2% Accuracy) • ANSI Cl 2.20 (0.2% Accuracy) • ANSI (IEEE) C37.90.1 Surge Withstand • ANSI C62.41 (Burst) • IEC1000-4-2 - ESD • IEC1000-4-3 - Radiated Immunity • lEC 1000-4-4 - Fast Transient • lEC 1000-4-5 - Surge Immunit/ Mounting (Sharki 00 Only) Option Numbers: Example: Sharki 00 (Meter/rransducer) Sharki OCT (Transducer Only) -50 50 Hz System -60 60 Hz System -10 5 Amp Secondary -2 1 Amp Secondary -VI Default V-Switch Volts / Amps -V2 Above with Power and Freq -V3 Above with Energy Counters -V4 Above with Harmonics and Limits -D2 90-265V AC/DC -D 24-48V DC -X No Com -485P RS485 +Pulse (Standard in Shark 1 OOT) ANSI Mounting -DIN DIN Mounting Brackets Additional Accessories Communication Converters 9PINC - RS232 Cable CAB6490 - USB to IrDA Adapter Unicom 2S00 - RS485 to RS232 Converter Unicom 2500-F - RS485 to RS232 to Fiber Optic Converter Modem Manager, Model #, MMI - RS485 to RS232 Converter for Modem Communication lrDA232 - IrDA to RS232 Adapter for Remote Read Compliance Documents Certificate of Calibration, Part #: CCal - This provides Certificate of Calibration with NIST traceable Test Data. Current Transformer Kits CT200K - 200/5 Ratio .94" Window 3 CTs CT400K - 400/5 Ratio, 1.25" Window, 3 CTs CT800K - 800/5 Ratio, 2.06" Window, 3 CTs CT2000K - 2000/5 Ratio, 3.00" Window, 3 CTs CT Specifications: Frequency: 50 to 400Hz; Insulation: 600 Volts, lOkV BIL Flexible Leads: UL 1015 105°C, CSA Approved, 24" Long, #16AWG Software Option Numbers C0MEXT3 - CommunioatorEXT 3.0 for Windows® * Consult factory application engineer for additional transformer ratios, types or window sizes. £1^9-LM *J MnKtnMS^riBSg/E^mMg^T^tztm 1 SOO Shiames Drive • Westbury, NY 11590 1 - 8'77-EIMEXER (1-877-346-3837) • E-Mail: sales@electroind.com Tel: 516-334-0870 • Web Site: wvvw.electroind.com • Fsnc: 516-338-4741 El45702 0504O6 F DWG NO QL|g7 CN >0 - •RAKER w LABORATORIES 866.486.2717 (TOLL-FREE) salesOdrakerlabs.com www.drakerlabs.com Sentalis^^ Instrumentation RUGGED. ROBUST. RELIABLE. Draker delivers robust performance monitoring instrumentation for commercial solar and other renewable energy technologies. FEATURES: • Monitor nnultiple sites at distributed locations • Auto-calibration performed interally by datalogger before each measurement • Integrated sensor mounts and interconnect cabling for quick and easy instaUation • Rugged NEMA 4x enclosures • CEC listed for PRMS • On-site display* • Local data storage and battery backup • Quality environmental sensors and revenue-grade power/energy meters • Advanced datalogger from Campell Scientific - known the world over for precision even in harsh, remote environments #Sentalis High Perfonnance Monitoring Sentalis 1000 Base Station Sentalis 800 Base Station Energy Meters Sentalis Power Box OPTIONS: • DC monitoring for system, sub-array, string* • Inverter communications for status and faults* • Configure energy meters for building load monitoring • Weather Stations • Expandable on-site memory • Wireless and cellular links • available only with 1000 Base Station 866.486.2717 (TOLL-FREE) I sales0drakerlabs.com I www.drakerlabs.com Sentalis Instrumentation — Specifications BASE STATION Enclosure Operating Temperature Range: Storage Temperature Range, Rating: Physical Size; Material: Onsite Data Display Availatile Options 1000 -25° to +50°C -40° to -ryo^C NEMA4X 24 0 " X 20.0 ' X 6 0" Stainless Steel Yes up to 32 energy meters up to 19 sensor inputs Inverter Communications DC Monitoring # Sentalis Hi^ Perforrnance Monitoring 800 same same same 18" X 16" X 10" polycarbonate No up to 2 energy meters up to 4 sensor inputs ENERGY METERS Enclosure ^ Operating Temperature Range: Storage Temperature Range; Rating: Physical Size Material; Standard Measurements AC Power, Energy, Voltage, Current, plus many more. -30°to.70°C i^^^. -40° to +85°C NEMA4X 10" X 8" X 6" polycarbonate Accuracy, revenue grade. 4^12% PERFORMANCE SENSORS Standard Measurements Plane of Array (POA) Solar Irradiance (silicon pyranomeler) Back of Module (BOMI Temperature (silicon thermistor! ENVIRONMENTAL SENSORS Typical Error Stability Accuracy ±5% vl/ ± 2% change over 1 year period 4/ 1°C Standard Measurements Ambient Temperature Accuracy Horizontal Solar Irradiance (silicon pyranometerj Typical Error Stability ± 5% si/ ± 2% change over 1 year period Wind Direction (mechanical vane),._j^ ^ ^ , Range Linearity J Dead Band 360° vl' 1% 8° maximum, 4° typical Wind Speed (cup anemometerl . Starling threshold Accuracy I 75mph X 0.1 m/s (5 m/s to 25 m/sl Wind ^^^^H^II^^^^IIB^ Range Accuracy (O to 35 m/sl Accuracy (35 to 60 m/s) 0 to 60 m/s Greater of ± 0.3 m/s or ± 3% ±3% Wind Direction (sonic) Azimuth Accuracy 0 lo 360" ±3° Precipitation Accuracy ±5% Barometric Pressure Range Accuracy 600 to 1100 hPa ±1 hPa Relative Humidity Accuracy |0 to 90%RHI Accuracy [90 to 100%RH1 ± 3%RH ± 5%RH 866.^86.2717 (TOLL-FREE) 1 sateslBdrakerlabs.com 1 www.drakerlab." ;.com •RAKER LABORATORIES 866.^86.2717 (TOLL-FREE! satesOdrakerla bs.com www.drakerlabs.com LET DRAKER LABS' EXPERIENCE WORK FOR YOU Cutting corners with the brains of your power system doesn't add up when you look at the long-term risks associated with missing performance guarantees. Draker Labs has been monitoring commercial solar systems for over 6 years; our solutions are used by and built for project developers, Energy Procurement and Construction (EPC) companies, Power Purchase Agreement (PPA) administrators, investors and utilities. Our field-based data acquisition systems are enhanced by intuitive web-based tools. We base our success on customer service, up-front engineering design, detailed in-house equipment testing, optional onsite commissioning services, and post-sales product support. Why Draker High Performance Monitoring? • Higheryield + lower 0&.M = maximum ROI • Accurate analytics based on Draker expertise • Efficiently manage O&M resources and costs • Pinpoint problems before dispatching maintenance • Realiabilty for years of worry free operation • Industry-leading 5 year warranty INTEGRATED SOLUTION Site-Specific Instrumentation Design Why Third Party Monitoring? • Independent of power system technology • Monetize incentives, FITs and RECs • Uninterupted data during inverter downtime • Secure and professional data management Installation Support & Commissioning Why Integrated Instrumentation, Web Services & Product Support? • Turn-key solution for scalability • No need for multiple vendors • Save installation and troubleshooting time • Seamless transition from data collection to analysis • Synchronous timestamping Product Support 866.486.2717 (TOLL-FREE) I salesfadrakerlabs.com I www.drakerlabs.com WEB SERVICES Available Anywhere. Fully hosted, secure web services as part of our monitoring solutions. PUBLIC DISPLAYS SYSTEM MANAGEMENT ft • Educate users with intuitive animations • Facilitate customers telling their solar story • Sell more systems by showcasing projects INSTRUMENTATION Manage multiple assets Save time and money troubleshooting individual projects Distribute data on a need to know basis with role-based settings SECURITY & ACCESSIBILITY rackspace MANAGED I HOSTING Secure data hosting through industry leading provider Easily download all your data at any time Create your own application with our developer API For survival under any climatic conditions. Our Sentalis™ product line consists of modular components for configuring turn key hardware packages to industry best practices. Each monitoring system is an all-in-one information gateway connecting everything needed to understand solar power plant performance. This allows you to deploy cost-effective monitoring solutions to even the most complex sites. FIELD SERVICES Painless system integration. Leverage years of Draker experience to make sure your monitoring equipment is installed using best practices. Don't risk missing your incentive deadline! By selecting Draker Labs' installation management and monitoring system commissioning services, you ensure instal- lation happens on time and within budget. ..486.2717 (TOLL-FREE) I salesOdrakerlabs. wvw.drakerlabs.ee ^GSSI Structural Engineers Calculations for 9242A ISIS Pharmaceuticals - PV System 1896 Rutherford Road, Carlsbad CA DGA 445 West Ash Street San Diego, CA 92101 Phone: 619-685-3990 Fax: 619-685-4077 ^GSSI SHEET PROJECT _ ISIS (V ^v^TeM GSS Structural Engineers ENGR 1 NO. DATE. i ^GSSI structural Engineers PROJECT ENGR SHEET GSSI NO DATE iifrl^.-(?:.^:ir„ ^^ .J&i_ '^'^'^ l-^'-^^ ^^^^^^^hhH fl^e- o^:ck^ ^ ' l^^^o" (?>\WH e>^1^ T5 \ I ' T5" ^GSSI structural Engineers PROJECT ENGR SHEET GSSI NO DATE ^3 /||.?5 .^'^ II , L ok I I i III'. II I ! - ,Myr T _l ! • I I I o 0 (&'9t' utM^ a f l(ll Thursday, October 14, 2010 Multiframe4D Version 11.02 P:\Dowler-Gruman\ISIS Pharmaceuticals Page 1 • 9242A\PV\deck.mfd Sections • 20ga B Deck y 20qa B Deck 20qa B Deck oo 20aa B Deck 1^ Frame Thursday, October 14, 2010 Multiframe4D Version 11.02 Page 1 P:\Dowler-Gruman\ISIS Pharmaceuticals - 9242A\PV\deck.mfd Sections • 20ga B Deck Default Colour • All loads 246, 000 |4fl_ 246 000 246 000 246 000 246 000 246 000 -4JL t i V ^aSOetik i % ii: I ^yz^aBD^k \1' w I Load View - DL+Wind Inward Thursday, October 14. 2010 Multiframe4D Version 11.02 Page 1 P:\Dowler-Gruman\ISIS Pharmaceuticals - 9242A\PV\deck.mfd 10.465 249.231 395.992 972.477 998.300 Plot View - Static Case: DL+WInd Inward Mz' (kip-in) Thursday, October 14, 2010 Mulliframe4D Version 11.02 S-1 Page 1 P:\Dowler-Gruman\ISIS Pharmaceuticals - 9242A\PV\deck.mfd Sections • 20ga B Deck Default Colour • All loads ! 24 2.853 rebeck; 24 w w y w w \i-20Qa 8'Deck\y \f \1/ \i< 4^ w _24_ 2.853 ^"^^ Aoeckxy 501.000 501.000 Load View - 0.6DL-Wind Up @ ZCA Connector 5'^ Thursday, October 14, 2010 Multiframe4D Version 11.02 Page 1 P:\Dowler-Gruman\ISIS Pharmaceuticals - 9242A\PV\deck.mfd 11.716 10.586 1 7'>"y '•'-I 4.882 >.06D Plot View - Static Case: 0.6DL-Wind Up @ ZCA Connector Mz' (kip-in) ISIS Subarray Seismic Load An^y pfa DL= 2.65 A2 A3 A4 Fp= 0.349 Fv= 0.145 81 82 # of connectors= 83 84 Ci C2 03 C4 pfa (sq.ft) 2849 1140 1036 414 1140 932 3416 2849 1140 3134 3134 2020 Wt (Ibs) 7550 3021 2745 1097 3021 2470 9052 7550 3021 8305 8305 5353 # of ZCA 17 10 10 6 10 10 24 17 10 24 24 16 Fp (Ibs) 2635 1054 958 383 1054 862 3159 2635 1054 2898 2898 1868 Fv (Ibs) 1095 438 398 159 438 358 1313 1095 438 1204 1204 776 Fp/# (Ibs) 155 105 96 64 105 86 132 155 105 121 121 117 Fv/# (Ibs) 64 44 40 27 44 36 55 64 44 50 50 49 Mxx (Ib-in) 659 448 407 271 448 366 559 659 448 513 613 496 Myy (Ib-in) 612 416 378 252 416 340 520 612 416 477 477 461 Vasd/conn 27 18 17 11 18 15 23 27 18 21 21 20 Tasd/conn 80 54 49 33 54 44 68 80 54 62 62 60 Wind Load Pz Uplift (Ibs) Mxx (Ib-in) Myy (Ib-in) Mzz (Lb-in) Py Drag (lbs) Px Drag (lbs) Vasd/conn Tasd/conn 1 501 2853 1330 500 368 385 158 447 -t- 1^ T-c/V e^Ayy 1^ ll Lag Screw Lateral Capacity with Metal Side Plates Main Member Dowel Strength (psi) = 4450 Side Plate Bearing Strength (psi) = 58000 Side Member Thickness( in) = 0.25 Angle of Load to Grain (Degrees) = 90 Bolt Shank Diameter (in) = 0.25 Bolt Yield Strength (psi) = 70000 Actual Penetration (In.) = 2.25 IVIode Ills z= Mode IV z= R,= 0.076724 k= 5.663423 K„= 1.25 243.8 243.6 Governs Lag Screw Capacity for Load at an Angle to Member Withdrawl Strength per Inch (Ibs) = 225 Governing Lateral Capacity (Ibs) = 243.6 Tension Load on Bolt (Ibs) == 447 Shear Load on Bolt (lbs) = 158 T-E(in)= 1.59 LDR= 1.6 Combined Load (ibs) = 474.1 Alpha (rad) = 1.23 Zaipha(lbs). 544.1 ^ 'ffic i.^L c/^ ^GSSI Structural Engineers PROJECT SHEET, ENGR GSSI NO. DATE. 1 PY- ^^^^ l/se 16,' ^/^-A) Tei^ ^<:-A-$t</i • e • nil VII u • • • 1 y il/F^^^^ . ^^^^ ^GSSI Structural Engineers ISIS PV System 9242A SunLink Module Mounting System Array Weight and Wind Load Advisory OO SUNLINK' The following information pertains lo the proposed SunLink Module Mounting System for the subject project only. It is intended for use by the Engineer of Record for structural adequacy evaluation of the building supporting the array. 1.0 GENERAL PROJECTINFORMATION 1.1 Customer 1.2 Building / Array Owner 1.3 Array Location 1.4 Project ID Number INDEPENDENT ENERGY SOLUTIONS, INC. ISIS PHARMACEUTICAL CARLSBAD CAMPUS GAZELLE COURT, CARLSBAD, CA 92008 11001144 2.0 SITE & BUILDING INFORMATION The following parameter values are provided to SunLink by the Customer. It remains the responsibility of the Customer to verify with the Engineer of Record and with the Building Official that these values are appropriate for this project, and to notify SunLink immediately if these parameters require adjustment. 2.1 Basic Wind Speed (3 sec gust) 85 mph 2.2 Exposure Category C 2.3 Site Topographic Effects None 2.4 Building Occupancy Category II 2.5 Building Roof Height 35 ft 2.6 Layout Drawing Name 11001144-ISISPHARMA-101110-ENG-R6 2.7 Number of Sub-arrays 12 |3.0 ARRAY CONFIGURATION & WEIGHTS 1 Notes / Reference: 3.1 Sub-array(s) Groups A, B & C (Four SA Ea.) 3.2 Module Manufacturer | Model SolarWorld j SW 245 Per Customer (spec, sheet attached) 3.3 Module Tilt Angle 10 ° Per Customer & layout drawing 3.4 Module Mounting System (MMS) Standard SunLink 10° System for Solar World SW 245 Modules 3.5 Row Repeat Spacing 55.5 in 3.6 Number of Modules 896 Per Customer & layout jrawing 3.7 Array Planform Area (pfa) 23205 ft^ Area covered by array Per Module Array Total 3.8 Module Area ft^ 18.05 16,170 Per attached module spec, sheet 3.9 Module Weight lb 48.50 43,458 3.10 SunLink MMS Weight lb 20.10 18,007 ] 3.11 Array Weight (Modules + MMS) lb 68.60 61,465 3.12 Array Weight / Planform Area 2.65 psf - WMMS 3.13 Tilt Bracket (TB) Width ' . - . 11.25 in i 3.14 Tilt Bracket (TB) Length 17.75 in 3.15 Tilt Bracket (TB) Bearing Area 1.39 ft^ Maximum Tilt Bracket Reactions Dead Load Only; 4x1 panels 3x1 panels 3.16 Interior TB Reaction lb 135 105 3.17 Bearing Pressure on Roof psf 98 76 Assuming uniform bearing under TB Connector Quantftes: 3.18 Z-Clamp Arm (ZCA) 178 See Section 5 below. 3 19 Wire Rope Asmbly Conn (WRAC) 0 See Section 5 below. SunL/n/t Corporation - Proprietary & Confidential DO NOT COPY OR DISCLOSE 10/12/2010 SunLink Module Mounting System Array Weight and Wind Load Advisory SUNLINK' 4.0 WIND LOADS Wind loads below are determined per ASCE 7-05 Method 2, together with wind tunnel testing of the SunLink MMS in accordance with ASCE 7-05 Method 3. BASIC VELOCITY PRESSURE: 4.1 Velocity Pressure Exp. Coefficient, 4.2 Topographic Factor, K^i 4.3 Importance Factor, I 4.4 Directionality Factor, 4.5 Basic Velocity Pressure, qn DOWNPUSH: Maximum Tilt Bracket Reactions 1.01 1 1 0.85 16.0 psf Wind Load Onlv 4x1 panels 3x1 panels 4.6 Wind Downward Force lb 383 329 Combined Wind & Dead Loads 4.7 Interior TB Reaction lb 519 434 4.8 Bearing Pressure on Roof psf 374 313 Averaae Tilt Bracket Reactions 4.9 No. of Adjacent TB's Required: 5 6 Wind Load Onlv: 4.10 Wind Downward Force lb 110 83 Combined Wind & Dead Loads 4.11 Interior TB Reaction lb 246 188 4.12 Bearing Pressure on Roof psf 177 135 Notes / Reference: ASCE 7-05 Table 6.3 See line 2.3 above ASCE 7-05 Table 6.1 based on line 2.4 ASCE 7-05 Table 6.4 ASCE 7-05 Equation 6.15 ASCE 7 Section 2.4.1 Eq. 5 W + D Assuming uniform bearing under TB If the number of adjacent TB's is less than this, use linear interpolation between Lines 4.7 and 4.11. ASCE 7 Section 2.4.1 Eq. 5 W + D Assuming uniform bearing under TB Note: Design wind pressure acting on the modules decreases as the amount of module area that the wind is acting on increases, (i.e. Design wind pressure is inversely proportional to effective wind area.) If a structural roof element is supporting just one tilt bracket (such as decking, perhaps), it should be checked for the wind downward load in Line 4.6 acting at the tilt bracket location. If a structural roof element is supporting at least the number of tilt brackets shown in Line 4.9 (such as a roof joist, beam, or girder) it should be checked for the wind downward load in Line 4.10 acting at each of the tilt bracket locations. If a structural roof element is supporting more than one tilt bracket, but less than the number of tilt brackets shown in Line 4.9, linear interpolation can be used fo determine the downward load at each tilt bracket, as stated in the notes on Line 4.9. Suni-Zn/c Corporation - Proprietary & Confidential DO NOT COPY OR DISCLOSE 10/12/2010 SunLink Module Mounting System Array Weight and Wind Load Advisory DO SUNLINK' ITEM units SUBARRAY subarray 01 C2 C3 04 totals modules 44 121 121 78 896 pfa sf 1140 3134 3134 2020 23205 module area sf 794 2184 2184 1408 16170 module area pressures: average outward pressure psf -3.10 -3.10 -3.10 -3.10 average lift pressure psf -3.06 -3.06 -3.06 -3.06 average drag pressure psf 0.54 0.54 0.54 0.54 total lift force lb 2428 6677 6677 4304 total drag force lb 428 1177 1177 759 Number of connectors: ZCA 10 24 24 16 178 WRAC 0 0 0 0 0 Ava uplift force/connector: avg wind uplift lb 243 278 278 269 pfa/connector sf 114 131 131 126 net avg uplift lb 62 71 71 68 drag/connector lb 43 49 49 47 SunLink Corporation - Proprietary & Confidential DO NOT COPY OR DISCLOSE 10/12/2010 SunLink Module Mounting System Array Weight and Wind Load Advisory CO SUNLINK 5.0 CONNECTOR CONFIGURATION ITEM units SUBARRAY subarray A1 A2 A3 A4 81 B2 83 84 modules 110 44 40 16 44 36 132 110 pfa sf 2849 1140 1036 414 1140 932 3419 2849 module area sf 1985 794 722 289 794 650 2382 1985 module area pressures: average outward pressure psf -3.10 -3.10 -3.10 -3.31 -3.10 -3.10 -3.10 -3.10 average lift pressure psf -3.06 -3.06 -3.06 -3.26 -3.06 -3.06 -3.06 -3.06 average drag pressure psf 0.54 0.54 0.54 0.57 0.54 0.54 0.54 0.54 total lift force lb 6070 2428 2207 942 2428 1987 7284 6070 total drag force lb 1070 428 389 166 428 350 1284 1070 Number of connectors: ZCA 17 10 10 6 10 10 24 17 WRAC 0 0 0 0 0 0 0 0 Avo uplift force/connector: avg wind uplift lb 357 243 221 157 243 199 304 357 pfa/connector sf 168 114 104 69 114 93 142 168 net avg uplift lb 91 62 56 47 62 50 77 91 drag/connector lb 63 43 39 28 43 35 54 63 SunLink Corporation - Proprietary & Confidential DO NOT COPY OR DISCLOSE 10/12/2010 SunLink Module Mounting System Array Weight and Wind Load Advisory OO SUNLINK' 6.0 FLASHABLE POST ANCHOR (FPA) ATTACHMENT DESIGN LOADS Recommended design forces and moments for design of the connection between SunLink's FPA base and the existing roof structure are as follows: Z Clamp Arm (ZCA) LRFD ASD = 0.7 LRFD where applicable Pz = 715 501 lb upwanj m Py = 525 368 lb north or south Px = 550 385 lb east or west &4 1900 1330 in-lb either way around Y axis $M K = 4075 2853 in-lb either way around X axis M 500 500 in-lb either way around Z axis Notes: forces and moments shown can occur simultaneously Z axis: vertical Y axis: an'ay north-south X axis: aray east-west FPA aEVATION I—4 f •; FPA BAS£ PLAN fPA e*se • / connectors to roof nol shown if SunUnk Corptxation - Proprietary & Confidential DO NOT COPY OR DISCLOSE 10/12/2010 Sunmodule^ SW245IV\ONO World-class quality SolarWorld products are manufactured in state-of-the-art factories according to strict German and US quality, labor and environmental standards. Award-winning products SolarWorld modules were ranked number one in two consecutive tests carried out by the Photon trade magazine in 2008 and 2009 with up to 12% more yield. SolarWorld Plus-Sorting Plus-Sorting guarantees the highest efficiency of the installation. SolarWorld only delivers modules that have greater than or equal to the nameplate rated power 25-year Linear Performance Guarantee* SolarWorld guarantees, over 25 years, that the modules' performance will not decrease by more than 0.7% peryear - a distinct added value compared to the two-tiered guarantees usual in the industry. "according to the SolarWorld service certificate valid at the time of purchase www.salarworld-global.com/service-certificate TEST WINNER PHOTON MODULE TEST corflinK.SaUiWwU'tttttt wfcmm; Up 101 OS. WJrt )MttP TEST WINNER PHOTON MODULE TEST eoflimo-SobrVtalf ii t«t wbuwi, lb Is ITS men yM(U l^">li SOLARWORLD www.solarworld-usa.com We turn sunlight into power. Sunmodule^" SW 245 MONO PERFORIV\ANCE UNDER STANDARD TEST CONDITIONS (STC*) Maximum power Open circuit voltage Maximum power point voltage Short-circuit current Maximum power point current •STC: lOOOW/m". 25*C. AM I.S PERFORMANCE AT 800 W/ M^N0CT,AM1.5 Maximum power Open circuit voltage Maximum power point voltage Short-circuit current Maximum power point current Minor recJuction in efficiency under partial loati conciitions at 25X: at 220 W/m', 95% ofthe STC efficiency (1000 W/m') is achieved. COMPONENT MATERIALS SYSTEM INTEGRATION PARAMETERS Cells per module ^^^^^t Cell type ^^^^^^1 F Monocrystalline Silicon Cell dimensions ^o^^^^|^^^^^H i 156 mm X156 mm tHIHIIHIj^l 1 tempered glass (EN12150) THERMALCHARACTERISTICS NOCT ^H^^^^^^^^^H TC ^^^^^^^^^^H ^^^^^•^^ -0.33 X/°C TCP .•i^^^^^^^^^^l lllllllllllllllllllllll^ -0.45 43.31 (1100) 11.32 (287! Maximum system voltage SC li Maximum system voltage USA NEC Maximum reverse current Increased srrowtoad acc to lEC 6121S ^ 1000 V 600 V 16 A HHHHH|. 5.4 kN/m' ADDITIONAL DATA 65.94 (1675) 39 41 (1001)- PTC rating Junction box Connector Module efficiency SolarWorld Plus-Sorting Power tolerance' "Only modules with flash-tested power t P,,,^, ate delivered, Unear warranty guarantees Year 1 module output to i 97% of P„ • • Oya*B©J, tFC61?15 % • Salety le&ted I ICC 61730 ,* Pe-i--ciclf:ipw:l<cfi us IISTED use -,.,AAa, rj„«l SGS "'•"'•' ^~™^ .»il>T* ,- Made in USA 1 34 (34) SolarWorld AG reserves the right to make specification changes without notice. This data sheet complies with the requirements of EN 50380, Sunmodule panels are manufactured in ISO 9001,2000 certified facilities It was for that specific section. Mike On Nov 5, 2010, at 8:40 AM, "Derwin Russell" <drussell@indenergysolutions.com> wrote: Mike, For clarification. Does the response below refer to the city allowing the NEC 2008 application of section 690.64? Or does the response refer to the city allowing the use of NEC 2008 in general for this permit application. Can you clarify? Thanks berwin Russell Senior Design Engineer <image001.gif> Independent Energy Solutions, Inc. 1090 Joshua Way Derwin Russell To: Den/vin Russell Subject: FW: ISIS PV project From: Mike Peterson [mailto:Mike.F'eterson(§)carlsbadca.gov] Sent: Thursday, October 28, 2010 3:36 PM To: Derwin Russell Cc: Scott Barone; Brent Stafford Subject: RE: ISIS PV project Derwin- The City will approve you using the 2008 NEC for this application. Let me know if you need anything else. Mike From: Derwin Russell [mailto:drusseli@indenergysolutions.com] Sent: Thursday, October 28, 2010 2:53 PM To: Mike Peterson Subject: RE: ISIS PV project SOLARWORLD 245 modules SUNLINK racking PV POWERED 260KW 480v 3 phase inverter. SOLARBOS combiners DRAKER data monitoring ISIS bidg on GAZELLE COURT. DPR IS THE GC on the balance of bidg construction. So I have no brand name on the project other than the components and the "PV ISIS" project title. Thanks berwin Russell Senior Design Engineer Independent Energ}'^ Solutions Sjiir t-littilr Kfr>;li l!t^l(•^J| k t" (!OS.titit'Kin Independent Energy Solutions, Inc. 1090 Joshua Way Vista, CA 92081 Phone: 760-752-9706 Cell: 619-252-2355 Fax: 760-752-9758 Email: drussell(a)indenerqvsolutions.com Website: www.indenerqvsolutions.com ^ Please think GREEN before printing this email. CONFIDENTIAL From: Mike Peterson [mailto:Mike.Peterson@carlsbadca.gov] Sent: Thursday, October 28, 2010 2:40 PM To: Derwin Russell Cc: Scott Barone; Brent Stafford Subject: RE: ISIS PV project Derwin- What system( Brand name) are you proposing? Mike From: Derwin Russell [mailto:drussell@indenergysolutions.com] Sent: Thursday, October 28, 2010 9:16 AM To: Mike Peterson Cc: Scott Barone; Brent Stafford Subject: ISIS PV project Mike, 1 am the system designer for the PV project at the ISIS bidg in Carlsbad. 1 would like to discuss if the City of Carlsbad will allow us to do a load side tap according NEC We are aware that the city is currently following 2005 but have found that often times AHJs held us to 2008 NEC as it is the result of further analysis on the 2005 code. 2008. iave This would allow us to do a load tap with the switchgear that has been ordered for the project, without changing the bus size on (e) equipment. j - 1 Please provide direction 1 Thanks Derwin Russell Senior Design Engineer UQl^^^ Independent l^^^yP Energy Solutions Independent Energy Solutions, Inc, 1090 Joshua Way Vista, CA 92081 Phone: 760-752-9706 Cell: 619-252-2355 Fax: 760-752-9758 Email: drussell(S)indenerqysolutions,com Website: www indenerqvsolutions.com ^ Please think GREEN before printing this email. CONFIDENTIAL SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE / / Business Name Business Contact Telephone # Project Address City state Zip Code APN# Mailing Address City ^^rpr State Zip Code Plan File# Project Contact TT 3/^^^ Telephone # { 76c 1 i"? / • 5^/o The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 5. Organic Peroxides 9. 6. Oxidizers 10. 7. Pyrophorics 11. 8. Unstable Reactives 12. 1. Explosive or Blasting Agents 2. Compressed Gases 3. Flammable/Combustible Liquids 4. Flammable Solids Water Reactives 13. Con-osives Cryogenics 14. Other Health Hazards Highly Toxic or Toxic Materials (ts^ None of These. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 3 floor, San Diego, CA 92101 Call (619) 338-2222 prior to the issuance of a building permit. / FEES ARE REQUIRED. Expected Date of Occupancy: /V/A / /_ YES NO 1. • 2. • 3. • 4. • 5. • 6. • Is your business listed on the reverse side of this form? (check all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in any quantity? Will your business use an existing or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? • CalARP Exempt / Date Initials • CalARP Required / Date Initials • CalARP Complete / Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 3 or 4 Is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. Nl 1. YES • • • • • Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.orq/lnfo/facts/permits.pdf, and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Public and private schools may be found after search of the California School Directory at http://www.cde.ca.aov/re/sd/: or contact the appropriate school district). Wiil there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: I declare un un^r penalty of£erjury that to the best of my knowledge and belief the re& Briefly describe proposed project: •^/r'ML. mses made herein are true and correct. if owner or Authorized Agent F0R OFFICIAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:, BY: Date DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD APCD COUNTY-HMD APCD COUNTY-HMD APCD HM-9171 (04/07) County of San Diego - DEH - Hazardous Materials Division r O CO CO l-» INS s ! H ro : > 11— (0 r- 1 « ' O ' > IO i5 ! W : -< . Cfl N m r- r— 3 Ul r6 CP -c. G c re Q. a o 3 n • D o 3 n o 3 3 n 3 il 1 it d s 3 o )13 a c 2 •