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HomeMy WebLinkAboutCANYON ESTATES DRIVE 31732_13-00000239 °A CITY OF �. � a I;"AIDE LSIIYO3,E BUILDING & SAFETY DREAM EXTREME,. 130 South Main Street PERMIT PERMIT NO: 13-00000239 DATE : 2/07/13 JOB ADDRESS 31732 CANYON ESTATES DR DESCRIPTION OF WORK ELECTRICAL OWNER CONTRACTOR HERNANDEZ JOY HELIO POWER 31732 CANYON ESTATES 550 INDUSTRIAL WAY #C LAKE ELSINORE CA 92532 FALLBROOK, CA 92028 760-451-9374 LIC EXP 0/00/00 A. P . # . . . . . 363-275-009 1 SQUARE FOOTAGE 0 OCCUPANCY . . . DWELLINGS, LODGING HOUSES GARAGE SQ FT 0 CONSTRUCTION . . TYPE V- NON RATED FIRE SPRNKLR VALUATION . . . 1, 000 ZONE . . . . . . NA BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 45 . 00 S . 00 X 2 . 7500 VALUATION 13 . 75 ELECTRICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30 . 00 1 . 00 X 16 . 2500 MISC. WHERE NO OTHER FEE 16 . 25 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 58 . 75 . 00 58 . 75 ELECTRICAL PERMIT 46 . 25 . 00 46 . 25 OTHER FEES PROF.DEV. FEE 2 TRADES 10 . 00 . 00 10 . 00 PLANNING REVIEW FEE 10 . 00 . 00 10 . 00 PLAN RETENTION FEE 1 . 50 . 00 1 . 50 SEISMIC GROUP R . 50 . 00 . 50 PLAN CHECK FEES 44 . 06 . 00 44 . 06 TOTAL 171 . 06 . 00 171 . 06 SPECIAL NOTES & CONDITIONS ROOF MOUNT SOLAR Oyer: UN W TYPE!: ff Dru r: 1 Dffbg ?J0'N13 07 Rewipt rm: 32ffi 2013 2m Hs RTI DE PERM 1 $171.06 TcM tad $171.06 Total P%mt $171.06 City of Lake Elsinore Please read and initial Building Safety Division 1.1 am Licensed under the provisions of Business and professional Code Section 7000 et,seq.and 1 my license is in full force. Post in conspicuous place 2.l,as owner of the property,or my employees w/wages as their sole compensation will do the work on the job and the structure is not intended or offered for sale. 3.I,as owner of the property,am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection; Nk4.I have a certificate of consent to selfrnsure or a certificate of Workers Compensation Insurance Approved plans must be on job or a certified copy thereof at all times: J 5.I shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note:If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. ELO 1 Temporary Electric Service PLO 1 Soil Pipe Underground EL02 Electric Conduit Underground BPOI Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLO] Underground Water Pipe SSO 1 Rough Septic System SWO1 On Site Sewer BPO5 Floor Joists BP06 Floor Sheathing BP07 IRoof Framing BPOS Roof Sheathing BP09 Shear Wall&Pre-Lath PL03 Rough Plumbing EL03 Rough Electric Conduit EL04 Rough Electric Wiring EL05 Rough Electric/ T-Bar 1VIE01 Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BP10 Framing&Flashing BP 12 Insulation BP13 I Drywall Nailing BPI I Lathing&Siding PL99 Final Plumbing EL99 Final Electrical ! Z� ME99 Final Mechanical BP99 I Final Building 2 Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES Deputy Inspector Department Approval required prior to the POOI Pool steel Rein.I Forms building being released by the City POO I Pool Plumbing/Pressure Test P003 Pre-Gunite Approval Date Inspector EL06 Rough Pool Electric Planning Sub List Approval Landscape P004 Pool Fencing/Gates/Alarms Finance PO05 Pre Plaster Approval Engineering P009 I Final Pool/Spa CITY OF LADE a LS I NOP E DREAM EXT RE M E TM 130 South Main Street APPLICATION FOR APPLICATION NO. BUILDING PERMIT APPLICATION RECEIVED DATE AP# BY VALUATION CALCULATIONS UILDINGADD 1stFLOOR SF TRACT BLOCK/PAGE LOT/PARCEL 2nd FLOOR SF NAM �n' 3rd FLOOR SF 0 , U GARAGE SF N A DRES 3 CA 0W MAILING �E 6� 1� E IT�Yu. .� { E/ZIP STORAGE SF R 1 hereby affirm that I am licensed under provisions ot chapter 9(commencing DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and C my license is in full force and effect. OTHER: SF 0 LICENSE# 91559tC-46 CITY BUSINESS 'b` N AND CLASS TAX# VALUATION:Ii �' 1 �Q� �� R NAME HelioPower, Inc. A MAILING C ADDRESs 25767 Jefferson Ave FEES T CITY STATE/ZIP PHONE o M ieta CA 951-677-7755 BUILDING PERMIT 3 R N 1 1 TUBE � E V-3 o2 / PLAN CHECK NAME LICENSE# A PLAN REVIEW R MAILING C ADDRESS SEISMIC H CITY SAE/ZIP PHONE PLAN RETENTION ©NEW OCC GRP./ CONST. OADDITION DIVISION: SFD TYPE: R)ALTERATION NUMBER OF NUMBER OF OTHER STORIES: BEDROOMS: SINGLE FAMILY ZONE: ❑APARTMENTS ®I certify that i have read this application and state that the ❑CONDOMINIUMS HAZARD YES above information is correct. I agree to comply with all city TOWN HOMES AREA? NO and county ordinances and state laws relating to building 0 COMMERCIAL SPRINKLERS YES construction,and hereby authorize representatives of this ❑INDUSTRIAL REQUIRED? NO city to enter upon the above-mentioned property for insp- ❑REPAIR PROPOSED USE OF%DG: SFD tion pur4ses ❑DEMOLISH ]PRESENT USE OF BLDG: r 1 JOB DESCRIPTION - i PV Solar,5,3q kWDC r 0 O 'f mount install Signature of Applicant or Agent Date modules with E inverter(s) Agent for ® contractor p owner Agents Name Agents Address 25767 Jefferson Ave, Murrieta, Ca 92562 2/6/13 HERNANDEZ, JOY 5.39 kWDC PHOTOVOLTAIC SYSTEM Re"5.O r-- SHEET INDEX SHEET No. DESCRIPTION _— -_ -- > T-01 TITLE PAGE ca^y°����9° �� Z ;° � W LU PV-01 SITE PLAN ;' w'hQw ��.� �lp� o � °' PV-02 ELECTRICAL �� deft IK�r w v (0 (D a SINGLE LINE/ 0 � u� o vR Ridpwi�w a� w PLACARDS/WIRE AND CONDIUT `„° a LL CHART Inc[ e' N S PV-03 MOUNTING DETAIL a CUSTOMER INFO: 'a'9�y Old can n ED 3 is NAME: HERNANDEZ,JOY ADDRESS: 31732 CANYON ESTATES0. DR. ' 0 CITY: LAKE ELSINORE, CA 92532 �� •� PHONE: (951)321-0855 APN: 363-275-009 JURISDISCTION: CITY OF LAKE ELSINORE Rallro4 0� CIDd Can am a� COMPANY: NAME: HELIOPOWER INC. a� ADDRESS: 25767 JEFFERSON AVE. n 2 CITY: MURRIETA, CA 92562 \ PHONE: 951-677-7755 U FAX: 951-677-9559 E VCINITY MAP FRONT VIEW 0 a) CONTRACTOR 915598 CLASS C 46 (j) NT'S ( 2) Nrs Y o � LIC#: co o U j L l6 a CONSTRUCTION NOTES: - A grounding electrode system in accordance with NEC 690-47 and 250-50 location either outside of a building or structure or inside nearest the point of 1. Key Manufacturers are: through 60 and 250-166 shall be provided. Per NEC, grounding electrode entrance of the system conductors as per section 690-14 of the CEC. -Inverter, SMA Solar Technologies system of existing building may be used and bonded to at the service entrance. - Height of Integrated AC/DC Disconnect shall not Exceed 6'-7" per NEC 240.24 p M 4031 Alvis Ct If existing system is inaccessible or inadequate or is only metallic water piping, -The Grounding Electrode Conductor shall be protected from physical damage (n LO N LO Rocklin, CA 95677 a supplemental grounding electrode will be used at the inverter location between the grounding electrode and the panel (or inverter) if smaller than#6 >- H 0-5 o - Panels, Hanwha SolarOne consisting of a UL listed 8 ft ground rod with acorn clamp. Grounding electrode copper wire per NEC 250.64B. The Grounding Electrode Conductor will be O� Q Q CD o 1901 Newport Blvd, Suite 350 conductors shall be no less than#8AWG and no greater than#6AWG copper and continuous, except for splices, or joints at busbars within listed equipment per 1-20 c Costa Mesa, CA 92627 bonded to the existing grounding electrode to provide for a complete system. NEC 250.64C. W WV C) W ^ ti - Racking, Professional Solar Products -Each module will be grounded using the supplied connections points identified - Photovoltaic modules are to be considered non-combustible. p T_ cV 4630 Calle Quetzal on the module and the manufacturer's installation instructions. Z ZO O Camarillo, CA 93012 -Exposed non-current carrying metal parts of module frames, equipments, and Q >_ Z M -Solar PV System to be installed on a residential structure 2 story tall,with 2X4 conductor enclosures shall be grounded in accordance with 250.134 or 250.136 1 A ELSINORE Z Z U) Z Z 24" O.C. trusses. (A) regardless of voltage. CITY O F � W U W O Q - All components are UL listed and CEC certified, where warranted. -SCE will be notified prior to use and activation of any solar installation. System = W -The solar PV system will be installed in accordance with Article 690 of the 2010 will be commissioned by owner per utility interconn ction agreement. y R DING DIVISION M Y d NEC based on 2008 NEC and the 2010 CEC-2010 CBC. -Proper access and working clearance around existing and proposed electrical V g equipment will be provided as per section 110.26 CEC. APPLICABLE CODES: -Alternate power source placard shall be plastic, engraved in a contrasting color Paper sae -2010 California Building Code. to the plaque. This plaque will be attached by pop rivits or screws or other / 3 a B Scale -2010 California Residential Code. approved method. If exposed to sunlight, it shall be UV resistant. -2010 California Electrical Code. -Where metallic conduit containing DC conductors is used inside the building, it PERMIT Drawn NTS shall be identified as "Caution: High Voltage DC Circuit"every 5 feet. TDT -A ladder shall be in place for inspection in compliance with CAL-OSHA -All plaques and signage req. by 2010 CEC will be installed as req. Title regulations. -Signage and Labeling Specifications shall be: Red background with white 708.011 TITLE PAGE AROVED Project Number -This system is an utility interactive system with no storage batteries. lettering, 318" letter heights, all capital letters, Arial or similar font, weather 708,011 -The Solar PV installation shall not obstruct any plumbing, mechanical, or resistant material (i.e. engraved plastic). heel: building roof vents. -A DC disconnecting means shall be installed at a readily accessible T-01 elm+ I approve the layout and configuration of the 2/6/13 Revlsians e solar modules and necesary equipment as • � located and shown in these plans. City of Lsike E4Tsin+ore Planning i)ivisio n Approval Name > o Approved�By: o rn tiff wU rED CEO a- a signature date � "LLj ° aDRI- 4'late � � �� CO- d ii EXISTING SFD N G%� 11 MODULES015 _J 0O v 37732 CANYON ESTATES OR �_ n n 2 PROPERTY PROFILE MAP MCL) CD VTR12 1. Existing 125A Service Panel. n'P t.l..� > CD 2. Proposed Location of (1) SMA SB-50000S Inverter with 0 Integrated DC Disconnect. Q _ J 3. Proposed Location of EMT Conduit. 11 MODULES o 4. Proposed Location of (1) 600V Junction Box --- --• —0W 5. Proposed Location of (22) HANWHA 'o HSL60P6-PA-0-245T Solar Modules Roof Mounted. "`-� III a `" Total Area- 391ftz � ' W elf o � PLO U) L0 Lr) �t o � ° o0 � < 0V- o N (n M t.n —.a W W W N EXISTING 0 •� 0 Z I DRIVEWAY Z 0 Z �M 00 cr Z Z (n w Z r Uj = L) wo < ti g M Paper size 0 B Scale 0 Drawn TDT Title �k. SITE PLAN Solar Array occupies r°lec' °m er: POC ELEVATION less than 50% of 708-011 1 NTs total roof space _— 31732 CANYON ESTATES DR. -- 1 1 PV-01 2/6/13 EXISTING 125A SERVICE Revsi°n By BOND ALL METALLIC RACKING AND 1201 MAIN CB jA\ PANEL FRAMING WITH ILSCO GBL- QB 2 C 3 10 240V- 1P TJ 4DBT GROUNDING LUGS ` •l 100A KWN N + {1j STRING OF (11}HANWHA HSL60P6 PA 0 2 5 01 Q N o 0 (V hT U + (1)STRING OF (11)FIANWHA HSL6OP6-PA-0-245T EGc � Q n 120/ U co co ao 30A W 240V "� �E� a LO to SOLAR CB >; 1 P �' i m � a � N PHOTOVOLTAIC rSOLARNOTE'NEUTRAL r • PHOTOVOLTAIC •" AND GROUND ` 9 e- r • •" •" • BONDED HERE • • • • r• • OPERATING VOLTAGE 275 3V OPERATING VOI TAGE 240VAC RELOCATE THIS BREAKER CR PLARD L ATON STICKER LOCATED NEXT TO P.O.C.CIRCUIT'MAX VOLTAGE 409,2V SHORT CIRCUIT CURRENT .1 7.6A OPERATING CURRENT 21A MAP PLACARD LOCATED ON FRONT OF BREAKER INSIDE MAIN SERVICE PANEL 0. p INTEGRATED DC DISCONNECT MAIN SERVICE PANEL 4, 01 CAUTIONWARNING WARNING CAUTION: SHOCK •-r ELECTRIC SHOCK •"r POWER TO THIS BUILDINGALSO • r IFAGROUND FAULT IS INDICATED, r• NOT TOUCHr FROM THE FOLLOWING w STICKER LOCATED NORMALLY • r r CONDUCTORS TERMINALS ON BOTH THE LINE SOURCESDISCONNECTS EVERY 5 FEET ON EMT "• r r r rAND THE LOAD SIDES MAY • r AS • 00 • PLACARD LOCATED AT INVERTER •" POSITION •• _ '�° � PLACARDS LOCATED ON FRONT OF MAP PLACARD LOCATED ON FRONT OF AC DISCONNECT MAIN SERVICE PANEL Photovoltaic Array -Typical of 1 00 � � �� 0 = 22 Hanwha HSL60P6-PA-0-245T(W)modules wired with - J DING DIVISION 1 combiner with 2 series strings of 11 modules each. For Series String: o ar Pmax 245 Watts STC- Module 217.9 Watts PTC-Module o PmaX 2,695 Watts STC 2,397 Watts FTC Vnp 25.03 Volts rmx pow er-!Moduk Voc 37.20 Volts open circud-Module EQUIPMENT SCHEDULE WIRE AND CONDUIT LEGEND: (TYPICAL OF o } Vrrp 275.3 Volts max pow er Voc 409.2 Volts open circuit ( A HANWHA HSL6OP6-PA-0-245T SOLAR PANELS O CONDUCTORS ARE(4)#10 AWG USE-2 IN FREE AIR UNDER ARRAY AND GROUND IS#10 AWG BARE COPPER hp 1 8.25 Arrps;nnX Power g SOLAR PASS THROUGH BOX WITH s . SET-SCREW WIRE CONNECTIONS: O CONDUCTORS ARE(4)#10 AWG THWN-2 IN/. CONDUIT OR LARGER AND GROUND IS#10 AWG THWN-2 Lth Ltd tsc 8.80 Amps short circuit 11.00 JArrps- Design IDEAL MODEL NO.:22.(UL LISTED OR EQUAL) M- - (V � O CONDUCTORS ARE(3)#8 AWG THWN-2 IN'/:CONDUIT OR LARGER C U N } W O CoFor Array: Oc - SMA SB 5000US(240v)INVERTER WITH � O Q O O Pmax 5,390 Watts STC 4,794 Watts PTC INTEGRATED 1 SA FUSED DC DISCONNECT O BOND#6 AWG BARE COPPER WITH IRREVERSIBLE SPLICE OR LIST D A RN RC T E.C. Q O RATED FOR 600V DC MAX POWER:5000W V r LO Vrrp 275.3 Volts max pow er Voc 409.2 Vohs open circuit CEC EFFICIENCY:95.5%MAX AC OUTPUT:21A IV U) cc i hp 16.5 Amps,max power (@1zs%NEC):2s.zsA W � -(V AC NAMEPLATE kW: 22 X 21T9 X 0.955/1000=4.578 Z 0 Lo M Isc 17.6 Amps short circuit 22.0 Arps- Design Q 0 Z M CO Total for system: 4,794 watts PTC Z Z (» W Z 10�WIRE RUNS,AMPACITY,VOLTAGE DROP AND CONDUIT REQUIREMENTS W 0 W 0 Q !Array 1 Voitage Currerd Carrying Conductors Grounding Conducors A B C =(ABC D 2 Amps One- #Of s ) n J d I J Max w1 Fuse or Way Design :Worst Conduits Seled E .Wire #Cnds in Wire Wire Term M Amps Amps NEC Breaker DC! Dist Vdrop #in EGC GEC Case Minimum in Max Cond6t� Wire Max Ampacity Conduit Temp Derated Term Ampadty Wire Run (Imp) W) Multiplier Amps Min Max AC (R) (s) Parallel AWG 7tsrd O AWG 'AWG Vdrop Conduit Parallel A s Type T U30C Derate Derate Amps Rabng @30C (Nktt Paper size Arra .to'-JuncdOrr Box 825 . 8.8T 1375T _.13.75:_ 2753 462.5 DC ,.36: . 2% 4 1 10 USE-2 1:.: 10._. 0.26%'i Free�Air 1 Ok Free Air 132-140 IN 0:8 0.71 31.24 90C 40 12275 B Scale iluridian Box�to`Iriverter• 8 25 8':8 13:75C_ 15.00 2753 4U'5: DC. 80 2% 4 1 .10. THWN 2' _":1: 10' 0:59.% 314"EMT 1 Ok EMT 132-140. N' 40 0:8 0.71 "22.72 90C 40 1.2275 NITS _ _ _ Drawn r 264 AC 10 1% 3 1 8 THWN 2 Inverterfoif?OC? "a::1 .- ;.:21 26.25' 30.00' 211 _f, _ 6_.: '.:1 6 -, .0:15% -'3!4"EMT: 1 Ok EMT 105113 Y 55 1 0.87 47.&5 75G 50 0.73061' TDT { Total OC Voltage Drop 0:85°h Title Aiiera a Am6i-9-iTe emt-el F�:��_�s 096"L, Total AC Volta a Dro 0.15% LDNVIRE/COND Miromlun liisto'►ii aliTe ere F� 10:.- tilin ConduitlDisrtariceTto Roofl I�"�i�3�:'' Project Number: Te erature Adiie i F,;�3,10 15 B 2-�= 40 O�'0 heel: Mazl -edediModulefF(e�Alr,T . F "'136 1913 ededTCoildittUTFi W2 Te'�:F -136 P V`/ -02 2/6/13 Revisions B TOP VIEW OF PV ARRAY, TYP. OF ONE %2" STAINLESS STEEL BOLT Hk#III I Ili Ili III III I ICI Ill III III III III IRI I Hll ill!II ill III III IITt MI III III ill III III IRT #8 STAINLESS STEEL FLAT WASHERI[III III III III ill I Jul III III I III]b ill]k III III I a L0 M a PV panel attached to support , z in � � channel with rail intermodule clamps 1 � 0 a between each module(see cut sheet �� � � � � E S 1 (<l�O R C 0 tL ` � � o for engineering specs}and rail end DIRt= T B hAL � �j c ti �o clamps at the end of eve row. I III ill III lil lil I I ill 1 I rll YII Ill III 111 III Ill I I III III II#IU III III III I I Ili Ill I 1 Ili Ill II Ili I I• O A 2 Support channels will be spliced HII ill ill Ill Ill III Ifil rnl Ili Ili Ili ill III IlH HII ill Ili Ili III Ili if Ill Il III Ili Ili Ili III ITT on-end with R-136 eail splice kits. [ N Two support channels laid 48"apart can accommodate 4 modules laid o 0 al portrait-style, as shown. ,1!O 1p#ll lh ill ip lil l I III III III III IU Ip Ul l !Ili ql 111 lh lil l!I Itl l E IB IN lr,�,.'Iri 111 l - U"'IS' � SS STEE L BOLT L@ 00E .�ASHER ,p 0 i ® Bonded to — z DETAIL 2 Qi grounded J y' Roof Mount Detailco ro � 1. Pro Solar TfeTmc Racking System, or equal 5/6'S.S.BOLT 4'_� j co 2. Flush Mounted in groups of 22 Modules 5/1'S.S.LOCK WASHER 0 � 3. Sized for wind bads up to 120 mph AL.MODULE CLIP C) •v I I © w. SOLAR PANEL I ' Module Weight (lbs) 46.3 p T TILE TRAC I SOLAR MODULE # o fMod..1es: 22 'Lon a � AL.CHANNEL NUT Total.Module Wegm (lbs.) 13,019 77 AL.CONTINUOUS RAIL Rack We' s. 89 o 04 M z \`"' g  3/a"X 3"S.S.ALL THREAD Lo Lo FLAT CONCRETE TILE Total Weight: 1 107 } w (xi a) TILE TRAC CARRIAGE O F- Q O p RAIL y TILE TRAC MOUNT # of Stand-offs: 32 N U co ,,n CO 2X RAFTER 6'-0"MAX. L J Loading Per Stand-ofE 34.61 o Z o ,M SHEATHING Total Area: 391 z }O Z 6' M Loading(PSF) 2.83 w w o Q SECTION 1 51s"x 3 Y2"LAG BOLT = Q � / 4. Standard wood truss construction, 2X4 rafter/trusses 24" CN Y O.C. to form gabled roof, sheathed with 1/2" plywood. '� g Upper surface of plywood faced with felt paper. 2X RAFTER Finished roof surface is FLAT CONCRETE TILE under Paper size B / l e array. Sca NTS 5. Mounting system to be attached to 2X4 trusses at Drawn no more than 6' O.C. depending on truss location. Tiue TaT DETAIL 1 6. Lag bolts are to be 5/16" x 3.5" stainless steel. (See Mounting Detail ro,ectum er: attached cut sheets) 708.011 7. Roof penetrations are sealed with 3M polyurethane heel: sealant and are guaranteed for ten years. PV-03 0 3/11 gevhbro Wiring Diagram / Panel Layout U 3 A 11 d d"70 Please draw In location of panels and wire Q N configuration of USE-2/ o � w #. .LlVqU3d Junction Box/ Inverters/ W U ��.�l O AC and DC Disconnects, ' E T (/�� /�{, ,/�i Cq etc. LO a LL ICI W 3�jONISI] 3AVI :10 )WO �: 1) Tilt or Slope of Panel/ Roof ---77 1 0 _ a " —JLJ 0 2) Azimuth, or Direction the anels Are Facing (Compass 0 eading + 12' Declination) _ CO LO rn m � 3) Shade issues, if any: CC J ❑ G rr 00 O (n d 4) Ladder Notes: CO 0) ti CV (h O p = N O N OCO ti -) 0Q0) cCT 0 S U ^ N 00 G � C7 � 0 � �(V 5) Inspection Notes: d uj Z � oCc CO NOQ Ewa PRE-SITE: Paper size B AZIMUTH:X)OC° Scale NTs TILT.-XX° Drawn XXX Title WIRING DETAIL JWIRING DIAGRAM / PANEL �jed u LAYOUT 019. 11 NTS Lead's Signature ; WD HSL 60 i Poly V OF LAKE ELS I NORE HSL• ' . ! Poly UL � � DING `�� DIVISION wialli Wla , Electrical Characteristics Nomenclature Electrical Characteristics at Standard Test Conditions(STC) #L60P6-PA- SL60P6-PA-0-245TW Solar z3s w z4o w zas w zso w_ -2stS W IT -xxx TT Maximum Power(PR J 235 W 240 W 245 W 250 W 255 W Open Circuit Voltage W-) 36.8V 37.1V 37.2V 37.4V 375V code t catbn Code FrariwlBsdtslwet _ Short Circuit Current(1,,) 8.65 A 8.75 A 8.8 A 8.89 A 8.95 A G �v(uU 7 S Iver/W#gte - -- - a-trmvnn 1 j}y rtl�r4r/whits Voltage at Maximum Power(V pp) 29.1 V 29.5 V V 30 V 30.1 V �t%aow Current at Maximum Power(6nav) B.OS AW813 8.25 A 25 A 833 A 8.47 A Module Efficiency(%) 142% 14.5% 14.8% 15.1% 15.4% Perfor ma ncera C FiveKey Features ?_,V_1_V,,,.,and i,_tested at STC defined as irradiance of 1000 W/m'at AM 1.5 solar spectrum and temperature 25*2 The typical relative change in module Electricals haractenstics:measurement rolerance of±3%L efficiency at an irradiance of 200 W/m2 { Electrical Characteristics at Normal Operating Cell Temperature(NOCT) in relation to 1000 W/m2(both at 25°C ! r.mu!r", Guaranteed quality: 12 year product warranty, z s W 240 W 245 W 250 w 2s5 w and AM 1.5 spectrum)is less than S 25yearlinearperformancewarranty* PowerT-J 176W 180W 184w 188w 192W Wriotalrradlancetevels Open Clrcuit Voltage(Va) 343 V 34.6 V 34.7 V 34,9 V 35.0 V 2 Predictable output:Positive power sorting of Short brcui t Curren t(fo 7.00A 7.08A 7.12A 7.19A 7.24A _ ��• Voltage at Maximum Power(V..) 27.1 V 27.5 V 27.7 V 28.0V 28-1 V s t0 5 W Current at Maximum Power(Iwp) 6.51 A 658 A 6.67 A 6.74 A 6.85 A Module Efficiency(%} 14.2% 14.5% 142% 15,1% 15.4% , 3 Innovation solutions:UL certified uptol000V P,,,, V_I-.V,andt.testedatN00deflnedaslrradwncecf800W1m':windspeedIrn/s. for optimized system designs Electrical Characterivics:measurement tolerance of±39h -m m a'nc Temperature Characteristics Maximum Ratings sulcDesign 4 i � Robust design:Module certified to withstand Normal Cell 4S'C+/-3^C Maximum system voltage 600Vor 100ov(tA} Temperature(NOCT)- Series Fuse Rating 15 A I high snow loads,up to 5400 Pa** I Temperature toeff cJenis of➢ 048%/�C Maxmum Reverse Current Series fuse � Temperature Coefficients of V 035%/"C rating multiplied 5 Tariff free: High performance Taiwan cells by 1.3s deb sg `� r g p Temperature Coefficients of I +0.0596/°C c" uw CL Cr Mechanical Characteristics X Dimensions 1652 cam x 1000 cam x 45 mm in O "Please refer to Hanwha Solar Product Warranty for details. '0 6 0 x f _1 `•Please refer to Hanwha Solar module Installation Guide. Weight 21 kg ur. Frame Aluminum alloy,available in silver or black finish 03 Front Tempered glass O C7 r= Encapsutant EVA 3 N - - Back Covet White or black back sheet -rl o Quali and Environmental Certificates About Hanwha Solar CeIlTechnology Polycrystalline(Taiwan) Cen Size 156 mm x 156 mm(6 In x6 In) � .. 6ACKVIEW ill X . ISO9001 quality standards and ISO 14001 environmental standards Hanwha Solar is a vertically integrated manufacturer of photovoltaic Number&Cells(Pieces) 60(6 x 10) E- n) . OHSAS 18001 occupational health and safety standards modules designed to meet the needs of the global energy consumer. Junction Box ProtectIancLassIP67 with bypass-diode 00 • UL 1703 ti00V and 1 OOOV certification . High reliability,guaranteed quality,and excellent cost-efficiency due Z OutpuE Cables; Scar cable:4 mm';length 900 cam �'5 0, 5 Connector Amphenol H4 �O _ . CEC listed to vertically integrated production and control of the supply chain � CD ■ Optimization of product performance and manufacturing processes System Desi n Packaging and Storage Motnlilrgslab D,2�� through a strong commitment to research and development Operating ac 25 mm at m/s Pakkaging Configuration 22 pieces per pallet Temperature -40"C to 85"C Storage Temperature -40`C to 85•C �D G uS CEC ■ Global presence throughout Europe,North America,and Asia, t Ve{ncity offering regional technical and sales support Hail Safety Imp V�d Listed Fire Safety Classification Class C Loading Capacity 572 pieces (IEC 61730) (40 ft.HQ Container) Static Load Wind/Snow 24M Pa/5400 Pa � GiOudingWm Frames.ctton �j Hanwha Solar Hanuuha Solar 014anwhaSolarOneCv-Ltd.Spedfications are subject todWnyewnhaut mike,Release 2o12-1001 • Technical dMo Sunny Bay 5000-US Sunny boy 60044JS Sunny boy 7000-US Sunny boy 800041S =VAC 240VAC V7VAC 204VAC 240VAC 277VAC 20eVAC 3 0VAC 277VAC 240VAC 2"VIC SUNNY BOY 5000-US / 6000-U S / 7000-US / 8000-U S Max recommended.camm«1d.d w power(o nodule STc) 6250 w 7500 w 6750 w 10000 w Max.DC poww A cos ip-1) 5300 W 6350 W 7400 W 8600 W Max.DC voltage 600 V 600 V 600 V 600 V DC nominal vokoge 310 V 310 V 310 V 345 V MPP voltage range 250 V-480 V 250 V-480 V 250 V-480 V 300 V-480 V Min.DC vabage/start voyage 250 V/300 V 250 V/300 V 250 V/300 V 300 V/365 V Max"cun-0/per string(a DC dacnrrnect) 21 A/20 A 25 A/20 A 30 A/20 A 30 A/20 A 36 A O combined terminal 36 A O combined terminal 36 A O combined terminal 36 A O combined temniral Number of MPP trackers/ 1/4(DC disconnect) (used swings per MPP tracker Output(AC) • AC nominal power 5000 W 60DO W 7000 W 7680 W 8000 W Max.AC aFF- -power 5000 VA 6000 VA 7000 VA 8000 VA Nominal AC voyage/odiustoble 20eV/e 240V/0 277V/e 209V/0 240V/e 2"V/9 20ev/e 24aV/e 277V/e 240V/e 277V/e ti AC voyage--v 193-229V 211-2Mv 244-306v 143-229V 211-264V 2u-30Y 10-229V 211-264v 244-305V 211-264V 244_30V g AC grid frequency;range 60 Hz;59.3-60.5 Hz 60 Hz;59.3-60.5 Hz e z 60 Hz;59.3-60.5 Hz 60 Hz;59.3-60.5 Hz s Max.ou4VAcurrent 24A 21A IRA 29A- 25A 22AAL`%34A 29A 25A 32A F Power factor(cos*l I a I I F 1 1 Base amdudars/connerilsM 1/2 1/2 i 1/2 1/1 I V I/2 1/2 1/1 1/2 1/1 Harmonics <4% ' <4% , <4% <4% EfRdency S Mox.elRdency - 96.7% 96.8% 96.8% 96.9% 96.8% 97.0% 97.1% 96.9% 97.0% 96.3% 963% CEC effickm y 955% 955% 955% 95.5% 95.5% 96.0% 95.5% 96.0% 96.0% 96.0% 96.0% s Prasedim devices DC rewre►polarhy Wolerhon L • M M • • • AC short cW=*Wo odlon 11111111W e e • Gakmio*bolaled/ lom hn or- e% e% ee4aeee�� Rwedim daw/ Ir 1/Ib I/A 1 Gesserd do►o e Dimeosi-lW/H/D)In mm lint 470/615/240 (18.5/24/9) r DC Dlsearled 4meesions(W/H/D)In ma� 187/297/190 17/12/75) Pb Wao dteenslar(VII/H/Dl in rem(In) -'IN N-� 390/580/800 116/23/31.51 _ DC Olrowened p-kVq&-doa(W/H/DI in mm -�� 370/240/280 (15/9/1 1 I Weight/DC Dbcomwd weidr 64 kQ (141 b)/3.5 kg (8 b) 6610 U40W 3.5 kp (8 IN Padnirg weigh/DC DI -- 'pocking weigle 67 kg (147 bI/4 kg (9 b) 69 kg(IJO/4 kg (9 bl Operaft semperahee range(full power) ] -25•C...+45•C (-13•F...+113•Fl ..,a..k i Noise emission(NPR) �. 44 45 dM 46 dblN a> ®o .lAl Internal cwwwnpGon of night 0LMWRlllllllll 0.1 W m t 0.1 W Topology LF trarafarrner LF transformer LF transformer LF transformer 4 F, - is protection-Nrp/connection are -=d NEMA 3R/NEMA 3R NEMA 31/NEMA 3R A L NEMA 3R/NEMA 3R NEMA 3R/NEMA 3R Features Display:text kne/graphic �111111 no •% e% WW e% .� •% Warksces:RS485/8fuesoa6 F 0/0 0/0 Mir o/o 0/0 i Womn#:10/IS/20 years III •/o/o a/o/o •/a/c - a/0/0 UL CertSRed ffficiertt Safe S' Y CertAoaes and penrok(�•avalable an re 8 Ukl 74 i,tit1998,IEEE 1547,FCC Part 15(Close A 6 bl.CSA C22 2 No.107.1-2001 • For eokellria Ihol require UL •97%peak eHicienncy •Galvanic isolation •Ilolestled aa[aasate grid NOTE:US YnLw..�uwnship w�Mr gray false iflt cer0kation(U1.1741/IEEE 1547) •firM active temperature vatage deleelan' 0Staodm feaiees a opnanal mow. marnogemerrt systerrn •w.oral.d DC disconnect switdl Type deeign000n -'"M F so SR. Ir SB 7000Us_- 800DUs ear 70 S ...... . ........ --- f OUS f'- _ ssones ( - - - r axr. ut fdr ---- SUNNY BOY 5000-US / 6000-U S / 7000-U S /y$�0� E E L S I N 0 R E' - - - - - _ �"' " `"" "�� Versatile performer with U L certification !^, " P DING DIVISION c.. ,,,.,= The Sunny Boy 5000 US,6000 US,7000 US and 800WJS inverters are UL certified and feature excellent efficiency.Grodtr I e 'g - v"-asovoc y �„t m•brrev~ ® °a ,••"10_ "dr°i'y s aced power classes provide flexibility in system design.Automatic grid voltage detection'and an integrated DC disconnect I ~ v"-21ovx asSBC-460 e6as°r switch simplify installation ensuring safe as well as saving time.These m � a i and can be used I ; v"-"0V0C ve v..M 'j s P fY 9 h' g �1. i 1 , with all types of modules-crystalline as well as thin-Film. C T� 1000 s°°° 30°° AM s°°° 6°°° m°° --------------------------------P----.----------------------------------- ------ I Free +1 888 4 SMA USA US Pa»nt U57352549B 1 APPROVED www.SMA-America.com SMA America, LLC �� LAKE ELS1�1��E !! Il NCI & ASSOCIATES 72" ' � DIVISION Structural Engineers ,_' � � CLIENT: Professional Solar Products,Inc. 1551 S.Rose Ave.,Oxnard,CA 93033 -- Tel:805-486-4700 �p t ,. f � � , 4 k Nil! Subject Static load test results for the following: Mounting System Maximum Frame Maximum Frame Load Equivalent Wind Speed Length`On.) Width On.) pbs/ft2) (mph)*` 65' Q. RoofTrac® 65 40 50 125 IOy TEST SETUP(as shown In attached drawing detail):Three modules,as specified above,were bolted to 136"xL5'x2.5' Ar "R `. Professional fT l Solar Products(PSP)patented Rooracs support rails using an assembly of 5/16'Stainless Steel(SS)bolts, �rI SS lock washers and proprietary PSP aluminum clamps and inserts.The RoofTracs support rail was attached to the PSP Module RoofTrac®structural attachment device with 3/8"SS hardware at four attachment points.The setup was attached to 2"xB" Area= - wooden rafters using 5/16'x 3-1/2"SS lag bolts.The attachment spans consisted of 48"front to rear with structural 18 ft2 each attachments spaced 72'on center. —�' Approx 20'max �--- TEST PROCEDURE(as shown in attached drawing detail):The test set up was top loaded to 50 lb/ft2.The setup remained Overhang 4(r loaded for an approximate period of 30 minutes.The maximum deflection and any signs of permanent deformation were 2,710 Ibs/ recorded.The test setup was then inverted and loaded to simulate the uplift condition.The test set up was re-loaded to 50 Total module(45 Ibs ea.) I I 50 psf lb/ft2.The setup remained loaded for an approximate period of 30 minutes.The maximum deflection and any signs of and rail (12 lbs ea.)weight: 159 Ibs it 1F permanent deformation were recorded_ Number of attachments: 4 ea TEST RESULTS: Weight 1 attachment point 40 Ibs The maximum top load deflection was recorded at 0.313",with no permanent deformation. Area: 54 ft2 The maximum uplift deflection was recorded at 0.250',with no permanent deformation. Distributed Weight: 2.95 lb/ft2 This document certifies the RoofTrac®mountingsystem used with the modules,as specified above,withstands a 50 Ib/ft2 static pressure load,equivalent to a wind speed of approximately 125 mph". The mounting system performed as expected. 5116'Stainless Top Load Deflection: 0.313" Steel Hex bolt Sincerely, 2,710 Ibs/ James R.Vinci,S.E. 50 psf 5116'Stainless Steel This engineering report verifies that Vlncl&Associates has provided independent observation for load testing as described in this report The results of this �r Lock Washer load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vinci&Associates does oo RE e a L T not field check installations or verify that the mounting system Is installed as described in this engineering report. _ Aluminum ProSolar Y swwV To assist the buildingInspector in verifying the authenUci cf this proprietary mounting system,a rmane d;es1on, I Inter-Module Clamp Pe fyi g ty P P� ry g Ys Pe » silver reilective'ReofTrac+'label,as shown,is placed on at least one 6f the main support rails or perms en Ll y stamped Aluminum ProSolar Up lift Deflection: t1 with'Professional Solar Prod.Pat 6,360,491"on the ���;72 10 underside of rail. j � Roll nut Structural attachment: Lag bolt attachment should be installed usingth a proper pilot hate for optimum strength.A 5/16'lag Pay&�pgi I 2-1/2'Aluminum ProSolar bolt requires a 3/16'pilot hole.It is the responsibility of the installer to Insure a proper attachment is made to the structural member of the roof. Failure to RoofTrac@ Support Rail damage.securely attach to the roof structure may result In damage to equipment.personal injury or property 3/8"Stainless Steel Hex T Bolt and Flat Washer t This office does not express an opinion as to the load bearing characteristics of the structure the I Aluminum PrOSDIar patented 2� /13 mounting system/modules are being insta Ned on. FastJack®Roof Attachment* * �� ICC accredited laboratory tested structural attachments manufactured by Professional Solar Products (including but not limited to Fastlackm,TlleTrac•,and Foam lacks)can be interchanged with this system. No / 5/16'Stainless Steel Lag Bolt 13 Check with local building department w AFfJ for site specific requirements. and Flat Washer *Modules measuring within stated specifications and tested to 1111703,or equivalent.are included V in this engineering **Wind loading values relative to defined load values using wind load exposure(125 mph for 5/12 OF roof pitch or less;100 mph for greater than 5/12 toot pitch)and gust factor coefficient'exposure C' as defined In the 2009(IBC)/2010(CeC) ***Module tested:64.6'x 39.4"x 1.7(sln) RoofTrae® ****Est snow load rating of 25 lb/ft2 based on 2.0 safety factor *Lab tested structural attachments manufactured by ProfessioneI Solar Products (includingFastlack� ,TlIaTrocv,and FoamJackQ)can be Interchanged with this system- Solar Modules Professional Solar ProductsRoofTrae Raton&6,360,491 Static load test illustration Thousand Oaks, CA 91362 Photovo(tafc mourning system Page 1 of 2 RT_6 Page 2 of 2 RT 6 LABORATORIES Client: Professional Solar Products 8385 Whlte Oak Avenue Report No: RJ0729P-1 Rancho Cucamonga CA 91730 Date: August 2, 2010 CERTIFICATION TESTING INSPECTION 909.483.0250ph. 1909.483.033&fx. Page 2 of 3 CLIENT: Professional Solar Products UPLIFT LOAD TEST 1551 S. Rose nard, CA 93033 Test Procedure: The test assembly was mounted to the base of an Instron Tension/Compression Machine. A Ox Oxn: Ignacio Coral vertical (uplift) load was applied to the %-inch diameter by 6-inch long stainless steel threaded rod attached to Attthe moveable crosshead of the Tension/Compression Machine. The load was applied at a constant rate of 0.2- inch per minute until failure. Test Report No: RJO72SP-1 Date: August 2, 2010 Test Results: At a test load of 1,100 pounds, the 5/16-inch diameter by 3%-inch long lag bolt pulled out of the 2 x 4 wood stud. SUBJECT: Uplift and Side Lateral Load Tests on Two TileTrac® Roof Attachment Assemblies. SAMPLE ID: The following test material was submitted and identified by the Client: SIDE LATERAL LOAD TEST 1) One uplift load test assembly consisting of one '/-inch diameter by 6-inch long Test Procedure: The test assembly was mounted to the base of an Instron Tension/Compression Machine. A stainless steel threaded rod, one TileTrac® Roof Attachment and one 5/18-inch horizontal (side lateral) load was applied to the end of a 2-inch wide by 1/2-inch thick steel bar which was diameter by 3Y2-inch long lag bolt and washer fastened into a simulated roof attached to the top of the three '/a-inch diameter by 6-inch long stainless steel threaded rods. The load was member. A detailed drawing of the test assembly is provided in the appendix of applied at a constant rate of 0.2-inch per minute until failure. this report. Test Results: At a test load of 4,500 pounds, the aluminum brackets holding the %-inch diameter by 6-inch 2) One side lateral test assembly consisting of three%-inch diameter.by 6-inch long long stainless steel threaded rods in place on the TileTrac Roof Attachments began to slip and dig into the stainless steel threaded rods, three TileTrac® Roof Attachments and three 5/16- aluminum channels. inch diameter by 31h-inch long lag bolts and washers fastened into simulated roof members. A detailed drawing of the test assembly is provided in the appendix of this report. DATE OF RECEIPT: Samples were received on May 15, 2010. TESTING PERIOD: May 28, 2010. AUTHORIZATION: Signed QAI Job Ticket dated May 19, 2010. i' i-Y r�F LAKE E L S I N O R E TEST PROCEDURES: Testing was conducted following client specified test procedures. See page 2 of this l ( �'`�i\ , c report for detailed test procedures. B U I L DING D I V I V I O TEST RESULTS:. See page 2 of this report for detailed test results. Prepared By Signed for and on behalf of PERMIT QAl Laboratories Inc. Larry Burmer Andrew Tan, P.E. KU APT "VE" Project Specialist Manager, Construction Materials Page 1 of 3 TH IS REPORT IS THE CONFIDENTIAL PROPERTY OF THE CLFENT ADDRESSED.THE REPORT MAY ONLY BE REPRODUCED IN FULL.PUBLICATION OF EXTRACTS FROM THIS REPORT IS NOT PERM17TEO WITHOUT WRITTEN APPROVAL FROM QAI.ANY LIABILITY ATTACHED THERIE 0 IS LIMITED TO THE FEE CHARGED FOR THE INDIVIDUAL PROJECT FILE REFERENCED- THE RESULTS OF THIS REPORT PERTAIN ONLY TO THE SPECIFIC SAMPLE(S)EVALUATED. THIS REPORT IS THE CONFIDENTIAL PROPERTY OF THE CUENT ADDRESSED.THE REPORT MAY ONLY BE REPRODUCED IN FULL.PUBLICATION OF EXTRACTS FROM THIS REPORT IS NOT PERMITTED WITHOUT WRITTEN APPROVAL FROM QAI.ANY LIABILITY ATTACHED THERETO IS LIMITED TO THE FEE CHARGED FOR THE INDIVIDUAL PROJECT FILE REFERENCED. WWW.QAI.ORG THE RESULTS OF THIS REPORT PERTAIN ONLY To THE SPECIFIC SAMPLE(S)EVALUATED. infoOgai.org - WWW.QAI.ORG infc)@qai.org Client: Professional Solar Products Page 1 of I ' Report No: RJO729 Date: August 2, 2010 Page 3 of 3 9■a�,0� W—h H— tlq� p.q,t« APPENDIX /-COOL LAY-IN OIRECr BURIAL ■ Manufactured tram high OMrigih copper alloy wtth etainifts Stec$Screw. ■ UL Hstei:i and CSA cetti9ed for direct burtat to earth or concrete. • Tealed to U L 487. • Lay n feature for ease In Insta tion. For Ti l eTra c ®Roof Attachment • Rated W `°"°�aidb - . Rated for Wounding atta bonding, Professional Solar Products (ProSolar) ' �adforOWVC� • Add a T to the and of the catatOg mmter for Tin Plated venison ea shown below. PAT.#5,746,029 a ULHeE34440 PULL-TO-FAILURE TEST SETUP 4 Uplift load direction 3/8"x 6"SS Threaded Stud . _ he..10 1 ground cc :ter Ran" Lsntith Width F t,14 wd.ShW S1ta H•x Sh■ Platt^g SW+dard Pach•p•Qeandty NAEDNPC Numbw TileTracO Roof Attachment GBL•4o8 4-14 AWG 1:1500 0.37S0 0.8M 10. 5 Clear so 7B366996017 r(Ot 408T 4-14 AWG 1.1500 0.3750 0.8250 10 S. Tin so 7836699lit119 40$-14 4-14 AING 1.1S00 0.4720 0.8I50 114 5 over so 7895699SO19 5/16'x 3-1/7 SS lag bolt&washer BL 40eT-1, 4 1.wwG 1.1500 I:A720 g.az5o 1/4 S Ttn 50 7e368996020 fastened into simulated roof member (2-trr aced«gignnrnl cm - �— if2'plywood and 2'x 4'Doug.Fir Ilsco Is Ragl W d In Ste U.S.Paten!mid Tradema+k OMM Privacy Statement UPUFT TEST SETUP Side lateral load direction - - -- - ;I--rY OF LANCE ELSINORE BUll DING DIVISION e SIDE LATERAL TEST SETUP PERMIT Apo- KVVED THIS REPORT Is THE CONFIDENTIAL PROPERTY OF THE CLIENT ADDRESSED,THE REPORT MAY ONLY BE REPRODUCED IN RILL PUBLICATION OF EXTRACTS FROM THIS REPORT IS NOT PERMITTED WITHOUT WRITTEN APPROVAL FROM OAL ANY LIABILITY ATTACHED THERETO IS LIMITED TO THE FEE CHARGED FOR THE INDIVIDUAL PROJECT FILE REFERENCED. THE RESULTS OF THIS REPORT PERTAIN ONLY TO THE SPECIFIC SAMPLE(S)EVALUATED. WWW.QAI.ORG -- info@gai.org http://www.ilseo-con ProductsDetail.aspx?kfjkfF-6o7YN7BO/92BsAUvAhr2sBB12Q%3D,.. 10/6/2009 1-1 CU•THHN SlMpull THHN Simpull THHN® Conductor Insulation Jacket Nominal O.D.(mils) Approx.Net Weight Per Allowable AmpaciHes+ Standard Thickness Thickness 1000 ft.(lbs) Package 600 Volts. Copper Conductor (mils) (mlls) Thermoplastic Insulation/SIM Nylon Sheath Size(AWG or Nam.Strands Sol. Str. Sol. Sir. 60°C 75°c 90°c Heat, Moisture, Gasoline,and Oil Resistant 1 kcmil Also Rated MTW and THWN-2 14 19 15 4 102 109 15 16 15 15 15 DNF SIM Technology®for easier pulling 12 19 15 4 119 129 23 24 20 20 20 DNF 10 19 20 4 150 161 36 38 30 30 30 DQF 8 19 30 5 -- 213 -- 63 40 50 55 F 6 19 30 5 249 95 55 65 75 E 4 19 40 6 318 152 70 85 95 C 3 19 40 6 346 189 85 100 110 BC 2 19 40 6 378 234 95 115 130 C 1 19 50 .7 435 299 110 130 150 B 110 t9 50 7 474 — 372 125 150 170 B 2/0 19 50 7 518 462 145 175 195 B 3/0 19 50 7 — 568 575 165 200 225 B 4/0 19 50 7 624 718 195 230 260 B APPLICATIONS 250 37 60 8 678 851 215 255 290 B Southwire SlMpull THHN®or THWN-2 conductors are primarily used in conduit and cable trays for services, feeders, and branch circuits in commercial or industrial applications as specified in the 2008 National Electrical Code. When used as Type 300 37 6o a 730 l012 zoo 2ss 3zo B THHN, or T90 Nylon conductor is suitable for use in dry locations at temperatures not to exceed 90 'C. When used as Type 350 37 60 8 777 1174 260 310 350 B THWN-2 or TWN75, conductor is suitable for use in wet or dry locations at temperatures not to exceed 90 °C or not to exceed 400 37 60 8 821 1334 280 335 390 B 75 °C when exposed to oil. When used as Type MTW, conductor is suitable for use in wet locations or when exposed to oil at temperatures not to exceed 60°C or dry locations at temperatures not to exceed 90'C (with ampacity limited to that for 75 °C 500 37 60 8 902 1655 320 380 430 B conductor temperature per NFPA 79). Conductor temperatures not to exceed 105 °C in dry locations when rated AWM and 600 61 70 9 998 1987 355 420 475 C used as appliance wiring material or when used asT90 Nylon. Voltage for all applications is 600 volts. This cable may be 750 61 70 9 1126 2464 400 475 535 C installed without the need for pulling lubricant. 1000 61 70 9 -- 1275 -- 3257 455 545 615 C SPECIFICATIONS 'Sizes 14.10 AWG not available with patented SIM Technology®No LubeS jacket. Sizes 8 and larger available with patented SIM Technology®. Southwire SlMpull THHN®or THWN-2 or MTW(also AWM) meets or exceeds all applicable ASTM specifications, UL Allowable ampacities shown are for general uses as specified by the National Electrical Code,2008 Edition,section 310.15 unless the equipment is marked for use at Standard 83, UL 1581, UL Standard 1063 (MT", CSA, NOM-ANCE 90° C, Federal Specification A-A-59544, and iighertemperatures the conductor ampacity shall be limited to the following. requirements of the National Electrical Code. 0°C-When terminated to equipment for circuits rated 100 amperes or less or marked for size 14 through 1 AWG conductors.MTW wet locations or when exposed to Il or coolant. • VW-1 - Sizes 14 through 1 AWG 75°C-When terminated to equipment for circuits rated over 100 amperes or marked for conductors larger than size 1 AWG. • CT - UL 1685, Sizes 1/0 AWG and larger for CT use. HWN-2 when exposed to oil or coolant.MTW dry locations. FT 1 - Sizes through 500 kcmil 0°C-THHN dry locations.THWN-2 wet or dry locations.For ampacity derating purposes. • T90 Nylon -Sizes through 500 kcmil • TWN 75- Sizes through 500 kcmil • RoHS Compliant • Sunlight Resistant-Marked and listed in all colors 2 AWG and larger CONSTRUCTION GI Y OF LACE ELSINORE Southwire SlMpull THHN® I or THWN-2 or MTW copper conductors are annealed (soft) copper, unilay compressed strand, insulated with a tough heat and moisture resistant polyvinyl chloride(PVC), over which a SIM (SLIKQWIK(@ Infused i DING 1 DIVISION ``1 \ /� O Membrane) nylon(polyamide)or UL Recognized equal jacket is applied. Available in black, white, red, blue, purple, green, V D J�J )<,J �/ yellow, brown, orange, and gray. Some colors standard, some subject to economic order quantity. 1 Oil and gasoline resistant II as defined by Underwriters Laboratories. PERMIT 1>ld Cepyntpa 2010,6MA�•cOma�y Wed Feb 10 16:29:19 EST 2010 Page 2 of 2 SOuthwi> MADE 9reenoS,prec' U` NoLube All Rights Reserv.d One Southwire orlvtiCP s•IN :*:THE RoHS Compliant of SoWnWe Cregistered wn sY d trademark CarrolAoR,G& 30119 USA USA D