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BtP2012 - 00221 & ELC2012 00632 f � _ _ _ _ b - VICINITY MAP "Mid ;n��JIJLI NO 5Z y v c s Cfry . Of TCA .i055 l.le°ni6w Wuy. 'qr: Mair, .1 91402 rI 'w c G•+�VIS ' T:(65(1) 638-1029 , '-;(75L I� v )-SOL-CITY (765-2489) I www t _ x a � = ial'I) CONFIDENTIAL - THE INFORMf, 403m4l DC SOLAR PV SYSTEM FORY `' ` � °� r ,Iini'd5, .I'llI'r"° HEREIN CONTAINED SHALL NOT' Al.. USEC Lipp L"+��' , IriFOR THE BENEFIT OF ANYONE .; -PT $W QSOLARCITY INC., NOR SHALL IT BL Q � h8 DISCLOSED IN WHOLE OR IN PART TO imp art I Ib�n � OTHERS OUTSIDE THE RECI, IE e ry I ce a ;L:ta�: fi�°'tf ORGANIZATION, EXCEPT IN CC`' :t II(N Clean �71 WITH THE SALE AND USE OF INE Y. RESPECTIVE SOLARCITY EQUIPMENT, gsf �,J WITHOUT THE WRITTEN PERMISSION OF CL SOLARCITY INC. .i' CITY OF TIGARD pprovedViv..l:.. 9.,k..!a LL LOT ID # 2S 113 B000600 Conditionally Approved.............[ ] &01 Vaa rRr y Cir See Letter to:Follow..................[ ] y Attached..............w. ] ermit Number: p ddress: .. y: Date: ABBREVIATIONS Approved plans (E) TRANSFORMER & A SYSTEM SUMMARY shall be on job site. (N) INTERCONNECTION POINT AC AMPERE BLDG %LT"tRNAl1NG CURRENT MODULE: (1582) SOLARWORLD #SW 255 MONO OFFICE COPY BUILDING FENc CONC CONCRETE FENCE p COMBINER BOX INVERTER: (1) XANTREX#GT500-480 � LTJ DISTRIBUTION PANEL I--- GRASS RACK TYPE: SCHLETTER 201 GROUND MOUNT DRIP UNE DC DIRECT CURRENT �- - ECC EQUIPMENT GROUNDING CONDUCTOR EDGE OF GRASS Q DRIVEWAY (E) EXISTING = U� _ EMT ELECTRICAL METALLIC TUBING DESIGN CRITERIA g � G SOLAR GUARD METER � 1 7- I GEC GALVANIZED GROUNDING ELECTRODE CONDUCTOR WIND SPEED: 95 MPH GRAVEL GND GROUND I z HDG HOT DIPPED GALVANIZED EXPOSURE: C GRAVEL - GRASS I CURRENT o Imp CURRENT AT MAX POWER L-I--I LTJ U_ ` m SNOW LOAD: 25 PSF Z INVS INVERTERS w m W DRIVEWAY Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE � z � Cly kW KILOWATT LBW LOAD BEARING WALL CODE SUMMARY v) o � _ N cy MIN NEW UM �LLJ C 7 � Ln 6 ;, GRASS N C NATIONAL ELECTRIC CODE BUILDING CODE Iw— 00 NIC NOT IN CONTRACT � GRASS ALL WORK TO BE DONE TO THE 2010 OBC, Q0 NTS h T TO SCALE BASED ON THE 2009 IBC. cn OC OIJ CENTER - OCP OVER PROTECTION z ELECTRICAL CODE Z Z O 00 P PAN-__ BOARD ALL ELECTRICAL WORK TO BE DONE TO THE Q Q CC) Q CS Q PL PROiJERTY LINES W J O CURRENT NATIONAL ELECTRIC CODE AS HEADWORK S PV FI;!TOVOLTAIC J O J Lfl O CD BUILDING AMENDED BY THE OREGON ELECTRICAL PVC ULYANYL CHLORIDE SPECIAL TYCODE. U � f-) ~ S SUPPANEL SCH SCHEDULE t HEADWORKs SS STA'"LESS STEEL C TIGARD [N ? BUILDING LU SSD SEE STRUCTURAL DRAWINGS 'a Approved.. ..................... STC STANDARD TESTING CONDITIONS t ] IcV SWH SOLAR WATER HEATER Conditionally Approved.... ] �o ASPHALT TYP TYPICAL See Letter to:Follow.................. Z ` o 000 LION UNI-7-3S OTHERWISE NOTED Attached................[ ,] � w cq�C a HEADWORKS � UPS UNINTERRUPTIBLE POWER SUPPLY PerniitNumber: Elk 2042 4�6 o t BUILDING N V VOLT 75 f .,� DIRT GRASS Vmp VOLTAGE AT MAX POWER Address: "' Voc 1 TgGE AT OPEN CIRCUIT B -= Date: jC v L F W WATT l -� ��L Q.�-0 P ROFFs f 3R NEMA 3R, RAINTIGHT OFFICE COPY �,`� �G1 NEF °y DRIVEWAY �18947PE� 9 a INDEX —-- PV1 COVER SHEET RE , 9 - GON i =y PV2 PV SITE PLAN ;00- PV3 ELECTRICAL DETAILS �'9 '�°� Q' ' �• '�H 18 4 'cF PV4 INVERTER ANCHORAGE � - I PV5 LINE DRAWING 1 OF 2 DAVip 6 PV6 LINE DRAWING 2 OF 2 PV7 EXISTING ONE-LINE CWS �} ` PV8 MONITORING DETAILS (N) GROUND MOUNTED PV ARRAY PV9 LABELS l 20• TILT, 180' AZIMUTHLi , PV10 CUTSHEETS I ! REVISIONS REV BY DAIE COMMENTS PROJECT TEAM m l mow' REV A BY I I DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE: _ - I TODD ANDRICH m' aA I SOLARCITY, INC. CLEARVIEW WAY SAN SMATEO, CA 94402 rt TEL:(650) 963-5635 I t { ' FAX: 650 362-2136 EMAIL: tandrich@solarcity.com JOB DETAILS ELECTRICAL ENGINEER: mi.. Tigard MODULES: I I CLINT RAPIER, P.E. (1582) SOLARWORLD # SW 255 Mono I HAWKINS DESIGN GROUP OUNTING SYSTBA: SCHLETTER GROUND MOUNT 2152 S. VINEYARD AVE # 107 INVERTER: N I I 1 XANTREX GT500-480 PROPERTY PLAN I MESA, 8 85210 MARKET: DESIGN: TANDR I TEL: (480) 913-9000 CHECKED BY: 1"=50'-0" W E I ! BS F 0 50' 100' I I DATE PAYMENT TYPE S l I CIVIUSTRUCTURAL: I 10/1/2012 LEASE I PAGE NAME: PROJECT MANAGER ROLF ARMSTRONG, P.E. COVER PAGE D. CROPP kW TAX I ECLIPSE ENGINEERING JOB NUMBER` �+ I I 155 NE REVERE AVE, STE A JB-972898-00 BEND, OR 97701 ! PAGE REV: TEL: (541) 389-9659 PV 1 .. ... a+r+.ess.aa�R .... .�. .. .. ,Y,,,,.=�-�iQ.., ..__ •• � _ ! m.mar.x�-..aneanaara..r��aaw- ..� . 78]L..�.A. - f��-..�a-�. ase:...=:....,.�s�-.,�••,•,a.r,.-..•. ...,�. r.:.ar..r. ... ._. . ..... , -.. . ....,.. , � _ .� - �'�i�9ca'e[:R±�.a.Ytrt. .lrca -_ ♦ msr ..acYes r..�-.c :)t`ax.-Sl�:,-acl•«•<•� -+�9.us.••awa....,w....,ivAaa.•.rJ.:�Ca.w..-.�,.... �6anrar.:�T4ts'k�.f¢rseaaa2:za���s�:nas_,�..-r_u�Gxss:.ro't w�+� _usn_„an.�.s._x,_,n.._...z�Y� __is:.;3::.•m-._.raa�nr:.;sa..� ,,..sem »��i^ '� =,m^�+�.:i�:-.�.:.,awr.�:.�—�,,;�,n �-r,... , ..�.. ., _. ed C - .� J _ _ _ ARRAY SPECIFICATIONS 3'=2° _ in ir- �� C�rr ALL ARRAYS AT 200 TILT AT 1800 AZIMUTH ILLI I I SPACING N-S BETWEEN ARRAYS: 10' ARRAY,11D'-2" 4 ARRAY 1: (56) MODULES F GRAVEL 3055 ;lear,lev, Wiy, San rote,. -A 94402 ARRAY 2: (56) MODULES 1 ' COMBINER A09 i ,-- T:(E3�; 63E-1029 I 7:(J5C, 538-1029 ARRAY 3: (56) MODULES c (888)—SOL—CITY (765-2489) I www.solarcity.c.u,n a ARRAY 4: (70) MODULES CONFIDENTIAL - THE INFORMATION 1 ARRAY 5: (70) MODULES ARRAY 2 HEREIN CONTAINED SHALL NOT BE USED ARRAY 6: (70) MODULES � I FOR THE BENEFIT OF ANYONE EXCEPT ARRAY 7: (70) MODULESQ ; ____ SOLARCITY INC., NOR SHALL IT BE ARRAY 8: (70) MODULES i I GRA EL DISCLOSED IN WHOLE OR IN PART TO ARRAY 9: (70) MODULES ' GRASS OTHERS OUTSIDE THE RECIPIENTS ARRAY 10: (70) MODULES ' �... ORGANIZATION, EXCEPT IN CONNECTION ` _ WITH THE SALE AND USE OF THE ARRAY 11: (70) MODULES 0 FTI RESPECTIVE SOLARCITY EQUIPMENT, ARRAY 12: (70) MODULES O ARRAY 3 ARRAY 13: (70) MODULES w n WITHOUT THE WRITTEN PERMISSION OF ARRAY 14: (70) MODULES (N) AC SOLARCITY INC. ARRAY 15: (84) MODULES z Q e COMBINE A08 ARRAY 16: (84) MODULES _ X16-5., c DISCONNECT ARRAY 17: (84) MODULES w DRIVEWAY ARRAY 18: (98) MODULES �\ ARRAY 410'-2'] ARRAY 19: (42) MODULES (N) FUSED PV SERVICE DISCONNECT ARRAY 20: (56) MODULES ARRAY 21: (42) MODULES I & MONITORING EQUIPMENT ARRAY 22: (56) MODULES 1 ARRAY 23: (42) MODULES ARRAY 24: (56) MODULES ARRAY 5 H+41 I I I TOTAL: (1582) SOLARWORLD #SW 255 MONO MODULES (E) TRANSFORMER 200XFMR4101 & COMBINER A07 I (N) INVERTER & (N) INTERCONNECTION POINT DC SWITCHBOARD SEE PV4-B F EQUIPMENT SPECIFICATIONS ARRAY 6 FT COMBINER BOX LOCATIONS ARE APPROXIMATE. TO BE GRASS VERIFIED IN THE FIELD. `l w TRENCH LOCATIONS ARE APPROXIMATE.TO BE VERIFIED ARRAY 7 Q IN THE FIELD. FOR SPECIFICATIONS AND DETAILS FOR SCHLETTER _ _ GROUND MOUNT, SEE SCHLETTER STRUCTURAL i` COMBINER`:, A06 ' DRAWINGS. c �� E O ARRAY 8 PV3 � PV3 Q (- un L_ J O LLJ HEADWORKS ARRAY 9CJ BUILDING z I w W N 0 Cf Z C' L j C� w w oo CD ARRAY 10 Q Q o (N) ELECTRICAL TRENCH ci COMBINER A05 HEADWORKS z z o Oo (� BUILDING o C o Q ARRAY 11 v d- v I- Ln O ASPHALT w ARRAY 12 0 J w COMBINER A04 G �T ARRAY ' HEADWORKS o 13 BUILDING PROFF��, �S �yGI NEcs' /may DIRT �18947PE� 9 ARRAY 14 �C OREGON Q 0 139'-9" dAViD$�P ARRAY 1 10'-2' COMBINER A03 ARRAY 16 � REVISIONS V Y COMMENTS REV A BY (N) COMBINER BOX v� ARRAY 17 163' COMBINER A02 r 10' 2" N SOLARWORLD SW 255 MONO F�C� ARRAY 18 PV MODULE F 26'-9" 3'-2" — :{' JOB DETAILS AH k ARRAY 1910'-2'` 10-2 ARRAY 20 Tigard ODULES- ,, � (1582) SOLARWORLD # SW 255 Mono COMBINER 01 MSCHLOUNflNG SYSTEM: 1 1 SCHLET-TER GROUND MOUNT N 6'-8" INVERTER: � 1 XANTREX GT500-480 MARKET: Isar: TANDR PV SITE PLAN ARRAY 21 ARRAY 22 CCOM BY: 1"=20'-0" W E 0 20' 40' �0 t � BS DATE PAYMENT TWE S 1 LEASE 6"x-8„4' 1 PAGE NAME 10/l/2012 PRUCT MANAGER: FV SITE PLAN D. CROPP ARRAY 23 (N) STRUCTURAL COLUMNS, SEE SCHLETTER DRAWINGS ARRAY 24 JOB NUMBER:- JB-972898-00 UMBER: JB-972898-00 PAGE: REV: PV 2 = r. _ e c - ., - d - - b - �JLh L 3055 Clear S... W'j;, '.So.. Mals,. A 94402 T:(650) 6:e-1078 I ':(C50) 838-1029 (888)—SOL—CITY (765-2489) 1 ...solorcityxc CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED (E) GRADE FOR THE BENEFIT OF ANYONE EXCEPT (N) FINISHED GRADE, REPAIR (N) COMPACTED BACKFILL SOLARCITY INC., NOR SHALL IT BE ASPHAULT CAP TO MATCH DISCLOSED IN WHOLE OR IN PART TO (E) GRADE EXISTING. UNDISTURBED SOIL OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION a 8" RED WARNING TAPE WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, _ W/ TRACE WIRE RED WARNING TAPE WITHOUT THE WRITTEN PERMISSION OF z a~- 00 8` W/ TRACE WIRE cc'a SOLARCITY INC. APPROVED BACKFILL APPROVED BACKFILL o � M n N SCHEDULE 40 PVC CONDUIT n O (REFER TO PLANS AND SCHEDUE FOR ACTUAL SCHEDULE 40 PVC CONDUIT NUMBER AND LOCATION OF (REFER TO PLANS ANDDIRT TRENCH DETAIL CONDUITS. SCHEDUE FOR ACTUAL RAND LOCATION OF Scale: 3/4"=1'-0" CONCRETE TRENCH DETAIL CONDUITS. DScale: 3/4"=1'-0" LTJ I--- C/-) -- (/-) _ � � D I z (N) AC DISCONNECT (N) TRANSFORMER (N) INVERTER (N) DC SWITCHBOARD L� O W U C� (Y (% 1-1/2" GALVANIZED PIPE L C� � zLC) C� Q � O Q <C C) CCD a z z Ooof00 (N) FUSED PV SERVICE DISCONNECT FT j I I _ co 0 LTJ CD W O � CD J O J r� O C� (N) POWERGUIDE MONITORING, 1" UNISTRUT -- U -d- Ln SOLARGUARD MONITORING, & MONITORING AC DISCONNECT MOUNTED TO 1-1/2` TRANSFORMER I^IvERTER PIPE MTH U-BOLT KIT oI WEIGHT: W_IGHT: 7' 7° 4140 LBS. A ® 2700 LBS. 0 a ELECTRICAL EQUIPMENT -- MOUNTED MOUNTED TO UNISTRUT • 0 WITH 1/4" SS HARDWARE I I I r IDC SOLAR SWITCHBOARD ® WEIGHT: 1417 LBS. `cC�S 4,�GTNE�'9 O� 18947PE l FUSED SERVICE DISCONNECT PLAN VIEW EGON Scale: 1/2" = V-0" ?i EQUIPMENT ELEVATION 'may9118,1 �Q= LJ Scale: 1/2" = 1'-0° 9F<DAVIDO�P� REVISIONS BY DATE COMMENTS 1-1/2" GALVANIZED PIPE 4-5" (N) AC DISCONNECT (N) TRANSFORMER (N) INVERTER (N) DC SWITCHBOARD REV BY •/•/• 0 0 0 1" UNISTRUT W-��� (N) POWERGUIDE MONITORING MOUNTED TO SCHLETTER NEMA 4 COMBINER WITH GROUND MOUNT 1" UNISTRUT —INTEGRATED DISCONNECT MOUNTED TO 1-1/2' (N) SOLARGUARD MONITORING o °048,D0° ELECTRICAL EQUIPMENT PIPE WITH U-BOLT KIT 7' oI0 o ° ° o JOB DETAILS -1" I ""� MOUNTED TO UNISTRUT (N) MONITORING AC DISCONNECT " " Tigard MDE Lum WITH 1/4` SS HARDWARE ( ) # ELECTRICAL EQUIPMENT o 0 1582 SOLARWORLD SW 255 Mono MOUNTM SYSTEM: MOUNTED TO UNISTRUT — a ... -- ` - -- -' WITH 1/4' SS HARDWARE (N) FUSED PV SERVICE DISCONNECT SCHLETTER GROUND MOUNT wWT+mr 1 XANTREX # GT500-480 B ----� MST omm TANDR F COMBINER BOX ON GROUND MOUNT A E UIPMENT PLAN COMM Style: 1" = 1'-0" QBS� Scale: 1/2" = 1'-0" DATE PAYMENT TYPE 10/1 2012 LEASE PAGE NAME PROJECT MANAGER ELECTRICAL DETAILS D. CROPP JOB NUMBER FUSED SERVICE DISCONNECT ELEVATION JB-972898-00 L Scale: 1/2" = 1'-0" PMI: BEY. PV 3 f - - e - - d _ - c - - b _ - f - - e - - d - - 1 - - b - - _ - GENERAL NOTES - Clean Water Services Inverter Foundation A. DESIGN CRITERIA: 1. CODE: Oregon Structural Specialty Code, 2010 Edition, based on the •� �, 0 � International Building Code, 2009 Edition. Q n �'9 P Y 000 o H��e 3 � Ix� 2. WIND DESIGN DATA: tJ V BASIC WIND SPEED - 95 MPH, Exp. C ,, t Wind Importance Factor, Iw - 1.00 3. SEISMIC DESIGN DATA: i Seismic Importance Factor - 1.00 3055 6leor iew Woy, Sao Mateo, CA 94402 ` Se = c Imp to = 0.335 T.(ES:; 63E-10_8 I (55C) 838-1029 (888)-SOL-GTY (765-2489) 1 www.salarcitycam l Site Class - D I SOS = 0.699, SDI = 0.386 CONFIDENTIAL - THE INFORMATION Seismic Design Category - D HEREIN CONTAINED SHALL NOT BE USED SITE DRAINAGE SHALL BE AWAY FROM NOTE: FOR THE BENEFIT OF ANYONE EXCEPT� ALLOWABLE SOIL BEARING CAPACITY: 1,500 PSF (Assumed) INVERTER SLAB AND CRUSHED ROCK BASE SOLARCITY INC., NOR SHALL IT BE I DISCLOSED IN WHOLE OR IN PART TO FOUNDATION NOTES OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION A. Eclipse Engineering, Inc. has designed the foundation elements of the building to be supported on the soil WiTH THE SALE AND USE OF THE type described in these notes. NOTE: RESPECTIVE SOLARCITY EQUIPMENT, B. If the soil at the building site contains disturbed, organic, silty or clayey soils, a geotechnical engineer shall CONCRETE REQUIRED: FC= 3000 PSI WITHOUT THE WRITTEN PERMISSION OF be retained to design the soil used to support the footings, slabs, and other foundation elements. STEEL: Fy = 60 KSI - SOLARCITY INC. C. If ground water is present the site, or if the building site is located a slide area, or if the soil is fill, 8"0 F1554 GR.36 FIELD VERIFY BOLT HOLE LOCATIONS FIELD VERIFY BOLT HOLE LOCATIONS or if the soil is otherwise considered unstable, a geotechnical engineer shall be retained to design the soil (4) 5/8"0 used to support the footings, slabs, and other foundation elements. THREADED ROD ANCHOR BOLTS NOTE: HARDWARE TO BE 5/8, ANCHOR HARDWARE TO BE V0 ANCHOR D. The inverter slab shall be supported on isolated pad footings bearing on undisturbed, natural, NOTE: ALTERNATIVE METHOD EMBEDDED A MINIMUM OF 6" CONTRACTOR TO VERIFY ALL ANCHOR BOLT BOLTS. SEE ANCHOR DETAIL BOLTS. SEE ANCHOR DETAIL. inorganic, non-silty, non-clayey soils. (12) CAST-IN PLACE 5/8" x 7" HEADED ANCHOR BOLT,ASTM W/SIMPSON SET-XP EPDXY LOCATIONS WITH MANUFACTURER PRIOR TO A307 EMBEDDED 6" MINIMUM INTO INSTALLATION E. If structural fill is rd be used, fills that support footings, foundations and slabs shall be designed, installed (N)HOUSE KEEPING ° TYPICAL ANCHOR BOLT CONNECTION and tested in accordance with accepted engineering practice. Fill and the installation of fill shall be SLAB. USE 1 1/2"X 3/8" EMBEDDED WASHER @EACH BOLT. - designed and specified by a geotechnical engineer licensed to practice in the jurisdiction of the construction INSTALLED AT EACH ANCHOR LOCATION SHOWN IN site. EQUIPMENT PLAN VIEWS FOR COMBINER,INVERTER, 9" MIN. 16" CONCRETE SLAB (12" BELOW GRADE) F. There shall be a minimum of 95% compaction (ASTM D698 Standard Proctor Density) of all backfill soil AND TRANSFORMER EDGE DISTANCE WITH #4 EACH WAY @ 12"O.C.TOP& 45.00" under slabs on grade. BOTTOM OVER 6" MIN COMPACTED 3q" C 82.40" 76.00" CASs-IN-PLACE CONCRETE SNUG TIGHT NUT CRUSHED ROCK OR ROAD BASE 4° M N. AND UPSET THREADS A CONCRETE: 1. DESIGN STRENGTH a. Spread Footings, Slabs-on-Grade; fc = 3000 psi at 28 days, normal weight 13,80" 1' MIN. Site - Slabs-on-Grade; Fc - 3000 psi at 28 days, normal weight, air entrained 5-1/8 MIN. EMBEDMENT 29,50" 43.00" 2. Maximum Coarse Aggregate Size: 3/4" inch, U.N.O. ly" CLR 0 TOP ° 0 0 48,00" 0 0 6" MIN. 3. Maximum Slumps; Air & Additives: FINISHED . o o a. Footings and slabs: 4 inches GRADE IJ b. (+) 1/2" to (-) 1': . ~ c. Entrained Air. SX (+ or -) 1 1/2X; use only for exterior exposed concrete for durability, U.N.O. 16' MIN. q tt O (./') d. Curing Compound: ASTM C309, Type 2, Class B THI NESS 12• MIN. 8 a >- e. Construction to be in accordance with ACI 318-05 BELOW GRADE 114 4 = (/ _ B. REINFORCING STEEL• I (Y I L °'q • ' •a v 13" CLR 0 BOTTOM 4 263• 4' MIN. 1. Use ASTM A615 - Grade 40 for (j3 reinforcing bars. Grade 60 for #4 and larger reinforcing bars. V � 2. Provide clearance and cover of rebar as designated in ACI-318. 6•THI A 0 NESS STRUCTURAL STEEL 3/4" FREE-DRAININGINVERTER AND PAD (PLAN VIEW) 1 A. BOLTS CRUSHED ROCK a Scale: 1/2" = V-0" LI j O LC J 1. ASTM A307 machine bolts (M.B.) unless otherwise indicated as A325 high strength I I ( ( I OR ROAD BASE U U bolts (H.S.B.) 2. Anchor bolts: ASTM F1554, Grade 36, Fy=36 ksi. Cl) � B. PROTECTION ACJJNST CORROSION: 3• CLR ® SIDES W W N 1. All structural/miscellaneous steel exposed to humidity or weather shall be hot-dipped C'-J galvanized per ASTM A123 or ASTM A153, Close 'B'. ANCHOR DETAIL Of Of W w 00 Scale: 1" = 1'-0" Q ¢ 0f CDCD SPECIAL INSPECTIONS ( U A Special inspections are required by the 2010 Oregon Structural Specialty Code, Sections 109.3.9 & 1704 00 B. The owner or the registered design professional in responsible charge acting as the owner's agent shall Q z O � employ one or more special Inspectors to provide Inspection during construction on the types of work listed W I'rJ W C] under Section 1704. The special inspector shall be a qualified person who shall demonstrate competence. Ur to the satisfaction of the building official, for inspection of the particular type of construction or operation -__ J C. ) J CD - requiring special inspection. These inspections are in addition to the inspections specified in Section 109. U U I- LC) C. The special inspector shall furnish inspection reports to the building official, and to the engineer. Reports shall indicate that work inspected was done in conformance to approved construction documents. Discrepancies shall be brought to the immediate attention of the contractor for correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the building official and the engineer prior to completion of that phase of the work. A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted at a point in time agreed upon by the permit applicant and the building official prior to the start of the work. D. Fabricator Approval (OSSC Section 1704.2.2). At completion of fabrication, the approved fabricator shall submit a certificate of compliance to the building official stating that the work was performed in accordance with the approved construction documents. E. 1704.4 - Concrete Construction - Per OSSC Table 1704.4 - REQUIRED FOR 3000 PSI CONCRETE F. Post Installed Concrete Anchors - REQUIRED TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION Verification and Referenced IBC I Inspection Continuous Periodic Standard Reference � 43.00" 85.63" � 88.03" � 45.00" 1. Inspection of reinforcing steel, including X ACI 318: 3.5, 1903.5, 2 pro-stressing tendons, and placement. 7.1-7.7 1907.1, 2 1907.7, i 1914.4 2. Inspection of reinforcing steel welding AWS D1.4 1903.5.2 • in accordance with Table 1704.3, N/A N/A ACI 318: 3.5.2 Item 5B. 0 0 3. Inspect bolts to be installed in concrete prior to and during placement N/A of concrete where allowable loads 1912,5 0 have been increased. T11a�jj 4. Verifying use of required design mix. X ACI 318: Ch. 4, 1904 I IJ I 5.2-5.4 1905,2_ 90.00 ❑� TRANSFORMER J e INVERTER Fffl 1905'4' WEIGHT: WEIGHT: 0 Q 90.00" 1914.2, 91.97 t s t a.3 4140 LBS. � ® 2700 LBS. 5. Sampling fresh concrete and perfoming X ASTM C 172 1905.6, REVISIONS slump, air content and determining the ASTM C 31 1914.10 RFV RY DATF COMMENTS temperature of fresh concrete at the ACI 318: 5.6, 5.8 - - time of making specimens for strength D REV A BY •/•/• tests. 6. Inspection of concrete and shotcrete X ACI 318: 5.9, 5.10 1905.9, (N) INVERTER PAD, SEE DETAIL D DC SOLAR placement for proper application 1905.10 SWITCHBOARD techniques. 1914.6, 1914.7, WEIGHT: 1914.8 1417 LBS. 7. Inspection for maintenance of specifiedX ACI 318: 5.11-5.13 1905.11, '` `, FINISHED GRADE :e- '- '�' ' ;;. ya - 'a a 'w'_ --+ -- - •d - i curing temperature and techniques. 0 194.83 , - '- - ,' 12.00 MIN �.: �.• .a . ^ e a. _ -.: . 4 8. Inspection of prestressed concrete: ACI 318: 18.18 / / / •' - •-? ` .<.. ' v \\ \\ \ \ \\ \\ •-f 4 16. \ \ a. Application of prestressing forces. N/A ACI 318: 18. 6.00" MIN b. Grouting of bonded pre-stressing N/A tendons in the seismic-force- / JOB DETAILS resisting system. \ \\ \\ \ \/\\/ \\ `\\/ uT(Jafd 9. Erection of precast concrete members. N/A ACI 318: Ch. 16 \ \ \ \ \ \ \ \ \ \ \ MODMFS 10.Verification of inosite concrete strand prior to ACI 318: 6.2 1906.2 // // (1582) SOLARWORLD # SW 255 Mono stressing of tendons in post-tensioned concrete (N) CRUSHED ROCK and prior to removal of shores and forms from N/A 48,pp' qt ROAD BASE SCHLETTER GROUND MOUNT l beams and structural slabs. N14Alflt 1 XANTREX # GT500-480 II T: Ms t TANDR COMM OEM or. BS INVERTER AND PAD (SIDE VIEW) 0 SE 1 2012 `"LEA Scale: 1/2" = V-0" PACE WE PROECT IIUWGIR: n INVERTER AND PAD (FRONT VIEW) INVERTER ANCHORAGE D. CROPP ~ Scale: 1/2" = 1'-0" JM NUMMI: JB-972898-00 PAGE REV: PV 4 Iy e - _ d _ _ C _ _ 3055 Ciea:aew Way, Svc Ilatro, CA 94402 T:(CE:- 63;-1028 1 F:�65J) 638-1029 (888)-SOL-CITY (765-2489) 1 www.solarcity.com CONFIDENTIAL - THE INFORMATION 4 HEREINCONTAINED SHALL TBE ED BENEFIT FORL SOLARCITY INC., NOR SHALL IT BE ; DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PARALLEL CONDUCTORS - 4 SETS PARALLEL CONDUCTORS - 4 SETS (12)250 KCMIL, THWN-2, Black, Al 12 250 KCMIL, THWN-2, Black, Al f (4)3/0 AWG 1HWN-2, Black, AI EGC o (4)3/0 AWG, THWN-2, BLACK, CU, NEUTRAL x (4)Conduit Kit; 2-1/2' EMT x (4)Conduit Kit 3' Rigid Steel (4)Conduit Kit; 3' PVC, Sch. 40 (E) TRANSFORMER 20OXFMR4101 (4)Conduit Kit; 3' PVC, Sch. 80 o v NOTE: CONDUCTORS ARE ADEQUATELY SIZED FOR 500kVA; 13.2kV; 480Y/277V • Vmp = 480 VAC o ZO TEMPERATURE AND CONDUIT FILL DERATE SO 3Q, 4W, 60HZ Vmp = 480 VAC Imp = 601 AAC J THAT (2) CIRCUITS CAN BE COMBINED IN (1) 431% IZ Imp = 601 AAC 6 PARALLEL SETS w 2.5' EMT, OR (3) CIRCUITS CAN BE COMBINED IN AFCd4kA DC-SGIPVC 20 FT Al (1) 3" EMT. ( I XANTREX # GT500-480 > 80OA/3P BREAKER Inverter; 500kW, 48OV, 96% EFF SEE DC FEEDER SCHEDULE 65 kAIC TRANSFORMER K 4PVC2.5" EMT ° 9 BENTEK #BTK6-1615-D200 200XFMR4101 J AT INTERCONNECTIONERTER INVERTERA z Combiner Box; 16 Siring, 200A, 15A Fuse LINE LOADLOAD A (+) (+) GND ° SEE DC FEEDER SCHEDULE 60OV, NEMA 4X, Int. DC Disco W CONTINUES TO H2 X17-1 " �� DCSWiICHGEAR H1 XO X2 L2 U-® B i 200A CB- A01 PVC 300 FT (�100SWGRO102A L3 X2 (-) (-) __ _ _ L__^__ __-_______ oc♦ C A BRANCH 1:-Et LU --------'-----------c o 16 13 STRINGS x 14 MODS INCnSEE PV7 FOR DETAILS }----- ----------�-------------- ---------------------- 1301 SERIESH3 X3 NEUT CB- A02 PVCX3 AC 200A------------- - --- GND --- ------- G GFDI oc' C BRANCH 2: Q Q GROUND BUS ----------- J - - --r------ ---------- -- - - - --------- ----------= 16 13 STRINGS x 14 MODS IN GROUND BUS FUSE *____-_ __-_______ _ GN° 1302 SERIES ~ �1 }3/0 AWG THAN-2, CU EGC i i �_ __ ___ _ _ i 200A CB- A03 PVC 180 FT EGC I I I =_ ___ _ _ � ::di' BRANCH 3: U) C� I F (1 )3/0 AWG THWN-2, Black, CU I -- -------------3 ' I GND °C- 13 $TRI ODS IN - --------------------------------- I A I __ _ __L____-_ __-__-_--_ ____________________ GND16 NGS % 142 W W ------------- I ' ------ ------------------------- ---------------------- 03 � I I 13 SERIES U U (2) 8' GROUND RODS �1 )Conduit Kit; 1' PVC, Sch. 40 I I I ��--- ------------------ ------------ACGEC J GEC 200A CB- A04 PVC 120 FT Q E- ---------------------------------------------- ------------------------- ___, °L TC BRANCH 4: z (/� N ------ ---------- -------------- --------------------cND 13 STRINGS x 14 MODS IN BOND (N) GECs TO (N) GROUNDING ELECTRODE O �------ ---------- -------------- ---------------------- SERIES Cn (n = N WITH IRREVERSIBLE CRIMP PER ART. 250.64(C) i i i i 200A CB- A05 PVC 70 FT p-- L n o-) L DC GEC I I I ^ o C A BRANCH 5: W U W oo ------------ ----J I ---------- -------------- ---------------------- 16 13 STRINGS z 13 MODS IN F- � O ------- ------------------------- -------------------- c-- 5 SERIES Q Q 1 }SQUARE D # HU-367R ( 1 }3/0 AWG THWN-2, Black, CU i i i C3- A06 PVC 20 FT Zi C/-) U Disconnect; BOOA, 60OV, NEMA 3R 200A 1 )SQUARE D # H367NR ( 1 }Conduit Kit; 1" PVC, Sch. 40 p°' C A BRANCH 6: Q --L ------ - - e - - d - - C - b - - `i . MODULE CHARACTERISTICS ELECTRICAL NOTES Voc =37.8 V GENERAL NOTESc Vmp =31.4 V 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE Isc =8.66 A 2011 NATIONAL ELECTRIC CODE, 2011 OREGON t Imp =8.15 A ELECTRICAL SPECIALTY CODE, AND 2011 OREGON Tkvoc =-0.1134 V 'C SOLAR INSTALLATION SPECIALTY CODE. / 3055 Cleanie! Way, Scn IYaGo, CA 94402 Tlow =-5 'C (FROM ASHRAE TABLE) 2. EACH UNGROUNDED CONDUCTOR OF THE T:(ozG) 63e-1U8 I F:t65G) 638-1029 MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED (888)-SOL-CITY (765-2489) 1 www.e Iarclty.com BY PHASE AND SYSTEM PER ART 210.5. CONFIDENTIAL - THE INFORMATION BE MAX. VOLTAGE CALCULATION 3 SHALL �ST ALLRECOGNI NdEQUIPMENTT IN COMPLIANCE THZED TESTINGY FOREIN THE BENEFITDOFHAL ANYONETEXCEPTED . ART 110.3. SOLARCITY INC., NOR SHALL IT BE 4. CIRCUITS OVER 250V TO GROUND SHALL COMPLY DISCLOSED IN WHOLE OR IN PART TO MAX VOLTAGE = NTH ART. 250.97, 250.92(B) OTHERS OUTSIDE THE RECIPIENTS # OF MODULES/STRING X (MODULE Voc 5. DC CONDUCTORS INSIDE BUILDING SHALL BE IN ORGANIZATION, EXCEPT IN CONNECTION -(Tstc-TrecordJow) X Tkvoc) METALLIC RACEWAY PER ART 690.31(E). WITH THE SALE AND USE OF THE 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN RESPECTIVE SOLARCITY EQUIPMENT, MAX VOLTAGE = RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED WITHOUT THE WRITTEN PERMISSION OF 14 X (37.8-[(25-C - -5'C) x -0.1134V/'Cb = 577V BY UL LISTING. SOLARCITY INC. (13) PARALLEL STRINGS OF (14) MODULES IN SERIES 7. INSTALLATION SHALL COMPLY WITH ART. 250.52, --- (1) BRANCH; (8) ON INVERTER A 250.53 DIAGRAM LEGEND 8. INSTALL PARALLEL CONDUCTORS PER ART 310.4 9. ALL VALUES FOR IMP AND ISC AND VMP ARE DC« MANUFACTURER'S LISTED DATA UNCORRECTED BY Dc---- -------------------� NEC. DC DC DC DC DC DC DC DC DC DC DC DC DC DC 10. FOR FIRST SOLAR MODULES, ALL VALUES FOR GND 1 + BREAKER, 2 POLE VOC ARE CORRECTED BY FACTOR OF 1.06 PER MANUFACTURER'S INSTRUCTIONS AND ALLOWED DC. ' 1 � t BREAKER, 3 POLE BY ART 690.7- + • 11. REFER TO CURRENT MANUFACTURER'S PLANNING DC DC DC DC DC DC M____ TEX-M-__ DC DC DC ; AND INSTALLATION MANUAL FOR TORQUE SPECS _ = GND C A- ---- --- z ° COMBINER BOX, DC FOR ALL BOLTS AND TERMINAL CONNECTIONS. r 2 ° SEE BELOW FOR MORE INFO 12. DC STRING CIRCUITS SHALL BE RUN IN OUTDOOR °C' i , - ROOFTOP AMBIENT CONDITIONS. Dc____ ______________-1 i i tp CURRENT TRANSFORMER 13. PV INVERTER CONTAINS INTEGRATED AC AND DC ' DC DC DC DC DC DC DC DC DC DC DC DC DC DC I I I DISCON -- --_- - - _ _- - CT F DISCONNECT, USED 14. BURIEDCONDUCTORSSHALL BE BURIED TO THE MINIMUM DEPTH SPECIFIED IN ART. 300.50. (9) PARALLEL STRINGS OF (14) MODULES IN SERIES i �� • DISCONNECT, NON FUSED 15. ALL CONDUCTORS ARE COPPER UNLESS NOTED -------------- ' ' OTHERWISE. DC DC DC DC DC DC DC DC DC DC MM__ ' 1 ' 1 ' GEc(1) BRANCH; (1) ON INVERTER A GROUND Lli- - - - - - - - - - ND 16. USE NON-METALLIC UV RATED TIE NIRAPS FOR- ---- -- - -- ---- -- -J BUNDLED PV WIRE. F- DG U) ® FUSE INTERCONNECTION NOTES Q Q --- --1 I -------------- , I 17. N/A S = DC DC DC DC DC DC DC DC DC DC DC DC DC DC Dc ' N DC DC DC DC DC DC DC DC DC DC DC DC Dc ' ' ' METER - = GND ' = GND 18. N/AEJ L - L --- -- - -- ---- -- - -- ---- ---� ; 19. N/A Q L SOLARWROLD �! SW 255 MONO Dc. 1 ' I I I PHOTOVOLTAIC MODULE n- 3 PV MODULE; 255W, 230.5W PTC i i i i Dc GROUNDING NOTES I J oc-r------------------1 , w____ c-r-----------------1 ' I I - 1 DC DC DC DC DC DC DC DC DC DC DC DC DC DC ' I , (1582) ON INVERTER A DC DC DC DC DC DC DC DC DC DNC- -- ' 1 , I I I 20. SINGLE CONDUCTOR CABLE USED ASA _ _ ND ' I GROUNDED CONDUCTOR IN PHOTOVOLTAIC POWER r- -- ---- -- - -- ---- -- - -- - -- ---J r- -- ---- --- - --_ --- -- -J iCOMBINER BOX SYSTEMS SHALL BEDENTIFIE AT THE TIME OF W C/-)o DC. i Dc+ i i i i i INSTALLATION BY DISTINCTIVE WHITE MARKING AT LJJ ____ _________ CC-------------- I ALL TERMINATIONS U U °C i I i i °` i ' i ' i i 21. THE DC GEC SHALL BE CONTINUOUS FROM THE DC DC DC DC DC DC I DC DC DC DC DC DC DC , DC DC DC DC DC DC DC DC DC DC DC DC DC DC G ND = _ _ _ _ = GND i INVERTER GROUND BUSBAR TO THE MAIN �' L' � L- -- ---- -- - -- ---- -- - -- - -- --- L- -- ---- -- - -- ---- -- - -- ---- INVERTER Z (/� ELECTRICAL SERVICE GROUNDING ELECTRODE LJJ DC. ' I ' I I I , I NUMBER Cn COMBINER BOX SYSTEM. THE DC GEC SHALL BE ATTACHED TO = N TYPE 1 THE GROUND ELECTRODE USING AN IRREVERSIBLE oc----------------1 I ' Dc----------------1 1 1 1 1 1 1 1 � (Z' Ln � DC DC DC DC DC DC DC DC DC DC DC DC DC DC ' 1 I ' 1 DC DC DC Dc DC DC DC DC DC DC DC DC DC DC 1 I 1 I ' I I I C=COMBINER MEANS AS CALLED OUT IN ART. 250.64 AND L-LiC-D GND ' I I I I _ _ _ _ _ _ = GND I I I I ' 1 I I 69 47 w � O _ __ _J I 1 0' � � O MAX STRINGS 22. PV INVERTER CONTAINS AN INTEGRATED GFDI a Q Q0 DC. I 1 I Dc. 1 I , I I I PER BOX CIRCUIT. DO NOT BOND THE GROUNDED DC C/') _______________ 1 -------------- COMBINER CONDUCTOR TO GROUND EXCEPT THROUGH THE DC DC DC DC DC DC Dc Dc Dc Dc DC DC DC DC Dc ' i ' i ' M____ Dc DC DC DC DC X_ __ DC DC Dc Dc ' ' ' i i ' ' ' STRINGS USED NUMBER INVERTER GFDL X00 - - - - - - - - - - - - = I I I _ I , I , I Z Z O W - cND I 1 I ' - _ _ = GND ' , I I 23 ALL XPOS D METAL PA TS M DU E FRAMES �l �l , , - - -- ---- - --, 1 PER BOX E E R 0 L Cp Q Cfl I 1 I RAIL, PIPE, BOXES, ETC) SHALL BE GROUNDED LJJ W O Dc. DC' USING TIN-PLATED COPPER LAY-IN LUGS OR UC) CD O Dc'' D�-1-- i i i i i i i i GROUNDING CUPS LISTED FOR THE PURPOSE. DC DC DC DC DC DC DC DC DC DC DC DC DC DC ' I ' I ' I DC DC DC DC DC DC DC DC DC DCIIDC DC DC DC ' RAIL CLAMPS SHALL BE MADE ELECTRICALLY _ _ _ _ _ _ _ _ _ = ND , I F- -- ---- -- - -- ---- -- - -- - -- ---J r- -- ---- -- - -- ---- -- - -- ---- -G-J CONTINUOUS WITH ATTACHED RAIL. I I DC. DD. 1 I i 24. #10 BARE COPPER EGC AT SOURCE CIRCUITS 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 SHALL BE ROUTED SECURELY TO MOUNTING _________ ' DC DC DC DC DC DC DC DC DC DC DC DC DC DC Dc i i i i i I DC DC DC DC DC DC DC DC DC DCS GC DC DC DC DC i i i i i i ' i HARDWARE IN A MANNER THAT PROTECTS FROM , , _ _ _ _ _ _ _ _ _ _ _ _ _ I I PHYSICAL HARM. GND I I I I I - - - = GND 1 L- -- ---- -- - -- ---- -- - -- - - ----1 L- -- ---- -- - -- ---- -- - -- ---- ---� i ; 25. MODULE FRAMES SHALL BE GROUNDED AT THE Dc. Dc. ' i ' UL-LISTED LOCATION PROVIDED BY THE I , I , I I I , , 1 MANUFACTURER USING UL LISTED GROUNDING oC-1----� DC DC DC DC DC DC DC DC DC DM w_ _ ' 1 , I I DC DC DC DC DC DC DC DCw__C_M1z_ DC ' ' , ' 1 1 1 ' I ' HARDWARE. - - - - - - - - - ND ' _ _ = 26. MODULE FRAMES, RAIL, AND POSTS SHALL BE - ND 1 ____ __ _ __ ____ _J 1 I I I I = - __ __ ____ __ ___1 1 I I I I I r- - -- - ---J i I i i I i i i 1 i � i BONDED WITH EQUIPMENT GROUND CONDUCTORS ��0 PROFf Dc, DC. 1 AND GROUNDED AT THE MAIN ELECTRIC PANEL S�� sf� I 1 1 I , 1 , I , , I , , I I I , I , , I 27. BOTH ENDS OF ALL METALLIC CONDUIT V AGI NEcI' �y C---i c---� CONTAINING GROUNDING ELECTRODE CONDUCTORS ti fl 9 DC DC DC DC DC DC DC DC DC DC DC DC DC DC CFC- I I 1 I , I I I , C DC DC DC DC DC DC DC D = _ = SHALL BE BONDED PER ART 250.641 18947 DC DC DC DC DC DC D ' I ' I ' I I I _ - - -- _--- ----I I I I I , I I I I I , I I F- -- ---- -- - -- ---- -- - -- - -- ---� DC-00 150 FT H- -- ---- -- - -- ---- - DC-00 - 260 FT 28. GROUNDING ELECTRODE CONDUCTOR TO BE 29. DC GROUNDING ELECTRODE CONDUCTOR SIZED �? L BONDED TO (E) LIFER PER ART 250.30(A)(4)(A). i � � � i i ' i ' � I f-----J ' � ' i i i i i � i i PER ART 250.166(D). � � EGON � 1 1 I I I I I I �_ I I I I I IQ- r___-_ ( 1) Ground Rod; 5/8' x 8', Copper ( 1) Ground Rod; 5/B' x 8', Copper 16 �� BOND (N) #6 GEC FROM 16 �- i C A i C A MARKING AND SIGNAGE F�Q e�P !� 9 09 ARRAY GEC TO (N) GROUND 13 01 30. PROVIDE A PLACARD ON THE AC DISCONNECT AVID I I I I SWITCH WITH THE FOLLOWING INFORMATION IN BOND (N) #6 GEC FROM I ROD; ONE GROUND ROD AT = I 1/4" HIGH LETTERING PER NEC 690-54 (SEE l ARRAY GEC TO (N) GROUND EGCI DC-I Dc. (1) COMBINER BOX; (1) ON INVERTER A EACH PHYSICAL ARRAY EGCI DC-I DC- (1) COMBINER BOX; (8) ON INVERTER A LABEL #2 ON SHEE PV1): ROD; ONE GROUND ROD AT STRUCTURE CAUTION_POT BpQ(IFEm FROM EACH PHYSICAL ARRAY ( 1 ) BENTEK #BTK6-1615-D200 ( 1 ) BENTEK #BTK6-1615-D200 PHOTOVOLTAIC POWER SYSTEM: STRUCTURE i ; CB- A09 PVC 130 FT Combiner Bax; 16 String, 200A, 15A Fuse, 600V, NEMA 4X, Int. DC Disco i ; CB- A01 PVC 300 FT Combiner Box; 16 String, 200A, 15A Fuse, 600V, NEMA 4X, Int. DC Disco VNOM=12 WAC SEE DC FEEDER SCHEDULE ( 9 ) SIBA KLK-D015 MIDGET FUSES SEE DC FEEDER SCHEDULE (13) SIBA KLK-DO15 MIDGET FUSES INCH=96.3 AAC 1 (1) CONDUIT, (1) BRANCH CIRCUIT; (1) ON INVERTER A (1) CONDUIT, (1) BRANCH CIRCUIT; (8) ON INVERTER A 31. PROVIDE A PLACARD ON THE DC DISCONNECT SWITCHES WITH THE FOLLOWING INFORMATION IN REVISIONS 1/4' HIGH LETTERING PER NEC 690-53 (SEE LABEL #3 ON SHEE PV1): RFV RY DATF COMMENTS I I 1 PHOTOVOLTAIC POWER SOURCE DISCONNECT REV A BY •p/• OPERATING CURRENT:95.52 A OPERATING VOLTAGE: 409 VDC MAXIMUM SYSTEM VOLTAGE:579 VDC SHORT-CIRCUIT CURRENT: 101.28 A 32. WHERE ALL TERMINALS OF A DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN 1 I I POSITION PROVIDE A SIGN WILL BE PROVIDED PER ART 690.17 THAT SHALL READ: I i I NOTE: CONDUCTORS ARE ADEQUATELY SIZED FOR WARNING ELECTRIC SHOCK HAZARD.DO NOT TOUCH TEMPERATURE AND CONDUIT FILL DERATE SO TERMINALS.TERMINALS ON BOTH THE LINE AND LOAD SIDES THAT (2) CIRCUITS CAN BE COMBINED IN (1) MAY BE ENERGIZED IN THE OPEN POSITION. 2-1/2' CONDUIT, OR (3) CIRCUITS CAN BE COMBINED IN (1) 3' CONDUIT. )OB DETAILS I I I I AHd Tigard MOOUIFS: (1582) SOLARWORLD # SW 255 Mono M"TNG SYSTEM: I I I SCHLETTER GROUND MOUNT INVERTER. XANTREX # GT500-480 1 MARKEE. cEm TANDR 1 COMM 1 CHECIOD BY: BS ��1 LINE DRAWING 2 OF 2 °10/1/2012 ""LE°ASE „ PAGE HIL-- PROJECT MANAGER LINE DRAWING 2 OF 2 D. CROPP JOB WMEER JB-972898-00 PAGE REM. PV 6 - f - - e - - d - ,-,fir UGJa Rimy. 3055 Cl.a,A.w Nay. Snn -Ac,.,, CA 94402 T-.(650) 638-1028 1 F:(65G) 638-1029 (888)—SOL—CITY (765-2489) 1 www.solorcity.cum CONFIDENTIAL - THE INFORMATION NODE 1 - -- HEREIN CONTAINED SHALL NOT BE USED NOTE FOR THE BENEFIT OF ANYONE EXCEPT - SOLARCITY INC. NOR SHALL IT BE — — 15LC\/ MAIN PLANT SWITCHGEAR CEXST) ' DISCLOSED IN WHOLE OR IN PART TO Cl Bl Al AT MAIN PLANT SUBSTATION j Ai BI Cl OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION j - -- - -- k WITH THE SALE AND USE OF THE i RESPECTIVE SOLARCITY EQUIPMENT, 600 600 COMPARTMENT #1203 COMPARTMENT #1208 13.2KV 13.2KV �— 6OO 600 WITHOUT THE WRITTEN PERMISSION OF CLE NC N,O. INC 500KVA `n. ECLESOLARCITY INC. 30E s �-{ f-<<452 PAD MOUNT - f - - e - - dCJ �0 hall I ------------------------------------------------------------------------------- G 3055 Clea•Ne-T Vby, Svn Pat-% CA 94402 T:(;_'GG 633-1028 1 F:1650) 638-1029 (E) TRANSFORMER 20OXFMR4101 i (888)-SOL-CITY (765-2489) 1 www.solarcityxc 500kVA; 13.2kV; 480Y/277V ' ' 3¢, 4W, 60HZ i CONFIDENTIAL - THE INFORMATION 0 o Q�00 QQQQQ� 0 0 0 0 0 0 0 0 HEREIN CONTAINED SHALL NOT BE USED L� E s a „u , wee we o 0 o d N i FOR THE BENEFIT OF ANYONE EXCEPT °°" S" SOLARCITY INC., NOR SHALL IT BE Paver c o Pulses Output 2 RS—f65 I z4 PcNa) v m v m n DISCLOSED IN WHOLE OR IN PART TO �,:;• - CNV1 COMM1 i 1 6 OTHERS OUTSIDE THE RECIPIENTS ELKOR '"� TRANSFORMER ; ORGANIZATION, EXCEPT IN CONNECTION T.0n 1,..uK. •.w•e... V+ V• METER1 •...F RES THE SALE AND USE UI THE 200XFMR41 1 i PSI wattI*n iRESPECTIVE SOARCITY EQUIPMENT, G L1 L2/N _____________ _______ _______ SOLARCITY NC.WITHOUT THE RITTEN PERMISSION OF Universal Power Transducer ' CONTINUES R H2 x1 m enTm�. .w,�_:., ; SWTICHGEAR Hl X2 100SWGRO102A XO V1 V2 V3 N ht hz Ir Izz lat i3z SEE PV7 FOR DETAILS TO PV INVERTER CT Manufacturer X1 Color H3 x3 a�` i 1 i________r _________ _ _ GND ___ ____ 0 0 0 0101010101010 Flex-core Black ; I I I GND __ _____ _ ____ _______� ' —________ _ _I-------- --- __ ___ __ ___ __ i Elkor White } J (E) CONDUCTORS 5 B TBI Factory 1 Factory Wiri g Wiring ---- - ------ ------ ------------------------------------------------------------------------------------- ------------------------------------------------- ------ ------ - ---------- - 1 Field Wiring Field Wiring — — — I I _ _ (N) #fi AWG THWN-2 Shortln Block (Re uireal for Building Load Meters, Optional for PV Meters) I I x, 9 4 9 , CONDUCTORS, #10 AWG THWN-2 I CT LEADS; A EGC, #10 AWG THWN-2 NEUTRAL HN2 AWG THWN-2 MINIMUM 3/4" EMT CONDUIT i 'IAWG B 1/2" EMT CONDUIT SOURCE HI "' C LOAD III � TO (E) CWS-DURHAM Ht N i I I EQUIPMENT lLij i F-- ::�E (n :�i Q >- Q I E PRODUCTION UMONITORING ARD PV TEM i = � _ SOLARGUARD POWERGUIDE METER DIAGRAM I 3 N ' 3 / #1I2 AWGETHWN-2 MINIMUM ( M ADS; \�j I/ C I 1/2" EMT CONDUIT EG i (N) #12 AWG THWN-2 CONDUCTORS, i W U W #12 AWG THWN-2 EGC, #12 AWG THWN-2 NEUTRAL 1/2" EMT CONDUIT 0 D Elf(N) POWERGUIDE BUILDING ENERGY LOAD MONITORING i W W CV 1 U) (n = C"I L--------------------------- ------------------------------------------------------- ------------------------------ o 21f LC) CT LLJ C-D W oo O A PV SYSTEM MONITORING DIAGRAM 3( � z � z CD 00 Q Q QQ C-0 W O U O 80' MAX. DISTANCE FROM U U LC) SOARGUARD METERS TO GATEWAY _______________________________________________________________ :__________________________� 1 I I I I 7 I I LOCATED 80' MAX. DISTANCE FROM SOLARGUARD METERS I I I I -------------------------- I I TO MAIN SERVICE PROFFSJ' G1 NE /O9 I 1 o SOLARCITY O O i 18947 2 � CELLULULG AR GATEWAY � � 120 VAC RECEPTACLE 1 RECON 2 O O O O O O ; '�'S- �9�►I16,1� �P 00 00 0 0 qF<OAVIDO�P� I I � �C 3 i 2013 I 1 I I NOTE: LABEL OR DOT ON CT FACES POWER SOURCE; FOR POWERGUIDE, CTS FACE TOWARDS UTILITY/LINE SIDE, FOR SOARGUARD, CTS FACE INVERTER/LOAD SIDE ; REVISIONS I I _ffy- DAM COMMENTS °@ Q @ 0 I REV A BY •/�/• 00 1 00 00 (N) LISTED INSULATED CONNECTORS I I L J TO MONITORING DISCONNECT KEYED NOTES: 1. (N) PV AC DISCONNECT; SEE LINE DRAWING FOR PRODUCT TYPE AND SPECIFICATIONS TO SG METER 2. (E) MAIN SERVICE ENTRANCE 3. (N) SOLARCITY MONITORING EQUIPMENT DISCONNECT; 30A, 600 VAC, 15A FUSES 4. (N) SOLARCITY SG AND PG METERS - REVENUE GRADE, CSI PBI COMPLIANT JOB DETAILS 5. (N) SHORTING TERMINAL BLOCK - 60OV, 50A, 6 POLE; GE #1KU6SC All 6. (N) SOLID CORE CURRENT TRANSFORMERS: Tigard TO INVERTER - H1 LABEL FACES TOWARD SOURCE yODULER (1582) SOLARWORLD # SW 255 Mono - WHITE WIRES TO Ix1 TERMINALS IN SG METER - BLACK WIRES TO Ix2 TERMINALS IN SG METER MOUNTING SYSTEM: E 7. (N) SPLIT CORE CURRENT TRANSFORMERS: INVERTER; ER GROUND MOUNT - H1 ABEL FACES TOWARD SOURCE 1 XANTREX # GT500-480 t 1 - BLACK WIRES TO Ix1 TERMINALS IN PG METER GAIT DMGE1 TANDR - WHITE WIRES TO 1x2 TERMINALS IN PG METER COMM ' TERMINALS INSIDE AC DISCONNECT 8. (N) SOLARCITY WIRELESS GATEWAY; LOCATED WITHIN 80' OF SG AND PG METERS, INDOORS, OR IN SHADED CHECKED BY. i WEATHERPROOF, NON-METALLIC ENCLOSURE 9. NOT USED. DATE PAYMENT TYPE 10/1/2012 LEASE 10. REGISTER PG AS UTILITY. PAGE NAME PRIACT MANAGER: MONITORING DETAILS D. CROPP JOB NUMBER JB-972898-00 PACE REV: PV 8 - f - - e - - d - - c - - d - - - _ f _ _ e _ _ d _ _ C _ _ ba zR9� Ilk 5" 4„ 14�c"JLJLICQI r �15 3055 '.IearAei` Way, sai Vatra, :A 94402 CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED T:SOL- a3L I F:(1 w 639-1029 PHOTOVOLTAIC D C DISCONNECT (Bas>-soy-GYY (yes-z4as) I .w..ealaraicy.aam CONFIDENTIAL IN THE INFORMATION 4 PV COMBINER BOX HEREIN CONTAINED SHALL NOT BE USED `t WARNING! ELECTRIC SHOCK HAZARD! FOR THE BENEFIT OF ANYONE EXCEPT ' WARNING SOLARCITY INC., NOR SHALL IT BE t DISCLOSED IN WHOLE OR IN PART TO ELECTRIC SHOCK #CS - 000200-032 3 OTHERS OUTSIDE THE RECIPIENT'S VOC V ORGANIZATION, EXCEPT IN CONNECTION HAZARD Vm V WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, ISC A WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. Imp A NOTE: #CS - 000200-010 1. RED BACKGROUND 2. WHITE LETTERING #CS - 00200-002 3. MINIMUM 3/8" LETTER HEIGHT NOTE: 4. ALL CAPITAL LETTERS 5. ARIAL OR SIMILAR FONT, NON-BOLD NOTE: 1. RED BACKGROUND 6. REFLECTIVE WEATHER RESISTANT MATERIAL SUITABLE FOR THE 2. WHITE LETTERING ENVIRONMENT. 1. PV SYSTEM DC DISCONNECT 3. MINIMUM 1/8" LETTER HEIGHT (DURABLE ADHESIVE MATERIALS MAY MEET THIS REQUIREMENT) 2. WHITE BACKGROUND 3. BACK LETTERING 4. ALL CAPITAL LETTERS 5. ARIAL OR SIMILAR FONT, NON-BOLD 4. TEXT HEIGHT: AND 1/8" 6. REFLECTIVE WEATHER RESISTANT MATERIAL SUITABLE FOR THE 5. MATERIAL NOTE:: TEXT EXT PRINTED ON ALUMINUM BACKING WITH UV-RATED PLASTIC ENVIRONMENT. (DURABLE ADHESIVE MATERIALS MAY MEET THIS REQUIREMENT) AMINATE COATING AND OUTDOOR RATED ADHESIVE. COMBINER BOX MAIN SERVICE DISCONNECT ISCONNECT 9 Scale: NTS Scale: NTS 03 --q-- D Scale: NTS LLJ I_ Q � Q _ Cn _ 4" 4" Cl- 3 Z 3 7.5" z DC DISCONNECT t CAUTION : SOLAR CIRCUIT PHOTOVOLTAIC AC DISCONNECT z C/ WARNING - ELECTRIC SHOCK HAZARD WARNING! ELECTRIC SHOCK HAZARD! LJ LjJ N (n U) = N ' NVERTERA 4" DO NOT TOUCH TERMINALS � Terminals on both Line and Load sides #CS - 000200-030 may be energized in the Open Position. 3 OPERATING VOLTAGE V Q Q °� � o DC VOLTAGE IS ALWAYS PRESENT WHEN � U�. r� SOLAR MODULES ARE EXPOSED TO MAXIMUM OPERATING SUNLIGHT A Z z o 00 NOTE: CURRENT Q Q Q Q0 J O i O 1. RED BACKGROUND U -d- U r F- LC) 2. WHITE LETTERING NOTE: 3. MINIMUM 3/8° LETTER HEIGHT #CS - 000200-006 4. ALL CAPITAL LETTERS #CS - 000200-000 1. INVERTER IDENTIFICATION ABEL 5. ARIAL OR SIMILAR FONT, NON-BOLD 2. BLACK BACKGROUND 6. REFLECTIVE WEATHER RESISTANT MATERIAL SUITABLE FOR THE NOTE: NOTE: 3. WHITE LETTERING ENVIRONMENT. 4. TEXT HEIGHT: 1/2' (DURABLE ADHESIVE MATERIALS MAY MEET THIS REQUIREMENT) 1. RED BACKGROUND I. PV SYSTEM UTILITY AC DISCONNECT WARNING LABEL. 5. MATERIAL NOTE: ENGRAVED ON OUTDOOR-RATED PLASTIC 2. WHITE LETTERING 2. WHITE BACKGROUND AMINATE WITH ADHESIVE BACKING SUITABLE ENVIRONMENT. MARKING FOR DC CONDUIT, RACEWAYS, ENCLOSURES, CABLE 3. MINIMUM 1/8° LETTER HEIGHT 3. BLACK LETTERING ASSEMBLIES, AND JUNCTION BOXES 4. ALL CAPITAL LETTERS 4. TEXT HEIGHT: 5/16", AND 1/8" SIMILAR5. ARIAL OR 6. REFLE TVEWEATHER RESSOTANTTOMATERIAL SUITABLE FOR THE MATERIAL PLASTIC TPRO TEXT PRINTED ON ALUMINUM BACKING WITH PRO ENVIRONMENT. LAMINATE COATING AND OUTDOOR RATED ADHESIVE. �CjS ��GT NgEA Oy9 (DURABLE ADHESIVE MATERIALS MAY MEET THIS REQUIREMENT) 18947PE ' 11 INVERTER Scale: NTS oSOLAR CIRCUIT DC DISCONNECT OREGON Q ' 2 Scale: NTS 5 Scale: NTS PV SYSTEM UTILITY AC DISCONNECT 2 2 T Scale: NTS 18' qF<ADA VIDB�P� 4" s° WARNING : ELECTRIC SHOCK HAZARD SOAR D SCONNECTPHOTOVOLTAIC POINT OF INTERCONNECTION IF GROUND FAULT ISREV BY DATE COMMENTS WARNING ! ELECTRIC SHOCK HAZARD ! REVISIONS DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE REVA BY '/'/' INDICATED NORMALLY ENERGIZED IN THE OPEN POSITION. FOR SERVICE DE-ENERGIZE BOTH SOURCE AND WARNING ! ELECTRIC SHOCK HAZARD ! 4° WARNING - ELECTRIC SHOCK HAZARD MAIN BREAKER. GROUNDED CONDUCTORS NO USER-SERVICEABLE PARTS INSIDE DO NOT TOUCH TERMINALS 4 PV POWER SOURCE MAY BE UNGROUNDED AND CONTACT AUTHORIZED SERVICER FOR ASSISTANCE Terminals on both Line and Load sides MAXIMUM AC CIRCUIT OUTPUT ENERGIZED. may be energized in the Open Position. OPERATING CURRENT A #CS - 000200-004 OPERATING AC VOLTAGE `1 #CS - 000200-009 JOB DETAILS NOTE: AM NOTE: #CS - 000200-003 #CS - 000200-008 Tigard 1. RED BACKGROUND Meows 1. RED BACKGROUND 2. WHITE LETTERING ( ) # 2. WHITE LETTERING 3. MINIMUM 1/8° LETTER HEIGHT NOTE: 1582 SOARWORLD SW 255 Mono NOTE: MUM TTE i 3. MINIMUM 1/8° LETTER HEIGHT 4. ALL CAPITAL LETTERS SCHLETTER GROUND MOUNT 4. ALL CAPITAL LETTERS 5. ARIAL OR SIMILAR FONT, NON-BOLD 1. RED BACKGROUND 1. IDENTIFICATION PLACARD PER NEC. 230.2(E K1 XANTREX GT500-480 T ) i 2. TO BE PACED ON EXISTING MAIN SWITCHGEAR 1 5. ARIAL OR SIMILAR FONT, NON-BOLD 6. REFLECTIVE WEATHER RESISTANT MATERIAL SUITABLE FOR THE 2. WHITE LETTERING sArezT: olcat TANDR 6. REFLECTIVE WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIORNMENT. ENVIRONMENT. 3. MINIMUM 3/8° LETTER HEIGHT 3. ALUMINUM BACKGROUND COMM (DURABLE ADHESIVE MATERIALS MAY MEET THIS REQUIREMENT) (DURABLE ADHESIVE MATERIALS MAY MEET THIS REQUIREMENT) 4. ALL CAPITAL LETTERS 4. BLACK LETTERING aECKM BY: t 7. WARNING LABEL SHALL APPEAR ON THE UTILTY-INTERACTIVE INVERTER OR BE 5. ARIAL OR SIMILAR FONT, NON-BOLD 5. TEXT HEIGHT: 1/2",3/8°, AND 1/8" BS APPLIED BY THE INSTALLER NEAR THE GROUND-FAULT INDICATOR AT A VISIBLE 6. REFLECTIVE WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT. 6. MATERIAL NOTE: TEXT PRINTED ON ALUMINUM BACKING WITH BATE: PAWDIT TYPE LOCATION. DURABLE ADHESIVE MATERIALS MAY MEET THIS REQUIREMENT UV-RATED PLASTIC 10/1/2012 LEASE ( ) PACE NAYS. PRUCT kWGER LAMINATE COATING AND OUTDOOR RATED ADHESIVE. LABELS D. CROPP JOB WMEM INVERTER GROUND-FAULT WARNING SHOCK HAZARD PV SYSTEM MAINTENANCE DISCONNECT POINT OF INTERCONNECTION JB-972898-00 n T / Scale: NTS Scale: NTS �/ Scale: NTS Scale: NTS PAGE REV. PV 9 _ _ - e - - d - - C - b a - f - - e - - d - - C - b - �4n NJIgJLLJCa1 � lJ� '. 5w'-0 7.5070 U5 07+20 Q unl'1'1odu� t-�r�treXT 47TJ Xantrex ' Gi'500Inverter -------- .+055 C)638 -amew 2 -or•.(C5Cn 338-102994402 '�----- T. 6;r 6}e -t 021 ; SW 255 mond / Version 2.0 and Z 5 Frame Electrical specifications .,-._ _--_ - __ (888)- OL-CITY (765-2489) I wwwsoldreity.com . Grid Tie Solar Inverter oraoweo w••Ihamyl 5001(wMV% r s M8""1N100n0n1O1B�'a'"p°"" 500 MY 500""' CONFIDENiiAL - THE INFORMATION Naonaloulpu,voaaga .180 Vac 206 vac nordaactconnection toenzwumvoltageuotm nranaiornar) HEREIN CONTAINED SHALL NOT BE USED �- PERFORMANCE UNDERSTANDARGTEST CONDITIONS(STC)' PERFORMANCE AT 800 W/1712, NaMral output hedutocy 601-Cl 60 KZ a,NOCT,AM1-s Maalmimampu[wnanf 614Anra 14WAroe FOR THE BENEFIT OF ANYONE EXCEPT The Xantrex GT Series Grid Tie Solar Inverter is based on a reliable platform that is used in grid-connected photovoltaic Mazmumotrtputtemcunan 2550A zssoA(Peaxrazs4msect SOLARCITY INC., NOR SHALL IT BE I sw 2555 sw 155 (PV)and wind turbine applications throughout North America and Europe.The Xantrex GT500 incorporates an advanced tor -- ,099 - - --- - DISCLOSED IN WHOLE OR IN PART TO ' !AT+�numpaver 9 ass wp Maxirwmpo*0 P- M4.1w'p Maximum Power Point TrackingMPP algorithm to maximize the energy harvested from a PV arra To reduce ower oc np,u wit 3 ase ® ^' r ( n g gy y' P OTHERS OUTSIDE THE RECIPIENTS op�,drer;twnay� V. 3Tsv opentkcvR�olta3e V 590'12 losses during the conversion process,the inverter uses the latest switching devices and ahigh-efficiencytransformer °c inputwuegaraigr 3,0msoovtic alom600vac e' MaxrmumpawetpointWltage V� 91AV Maxrmumirmerpoint ions VK 283V (GT500-480)to achieve high CEC efficiencies. Penapowarvaclagvoltrgeanye 310 to 4WVdc 310 E,480vdc ORGANIZATION, EXCEPT IN CONNECTION Se "" Maxmuninputtuaant 1100 Adc 17WA3c WITH THE SALE AND USE OF THE Ilnntcir[uRcunent I,• 8.664 shut Ckcuitc urrtot Ik 5996 meounum Input anon-cheat curont 3200Adc 3 (Xi Auc _ p „w porta potrp cunent I1 6.52 A To ensure reliability,the Xantrex GT500 and its subcomponents are tested using Highly Accelerated Life Testing(HALT). RESPECTIVE SOLARCITY EQUIPMENT, J.Aa SOYIUm Owef rot[anent I a.1SA aAaamum Mexaltum ba6kte6tl currant pAdc 1900 Ade STC:IC07 ftnU ' ,W15 aNmr tolucloame,nnency nnder panu mad condaonsat ae:atmcwnn•,ears HALT combines thermal and vibration cycles to stress a product beyond its specifications.This enables Xantrex to p;li o-,ve,ter anio�w�dy 97.096("t) eas6 not x�dl,;a�g ntv aanaromw, WITHOUT THE WRITTEN PERMISSION OF fM-ayorwsx Arcancypot70vdimg a xheed develop products and test them to a much higher standard than other inverter manufacturers. High reliability of the car:etscreocy.. se 996 i0a4 97%not xioluang My vanston,vr - - SOLARCITY INC. TH ERMAL CHARACTERI STI CS COMPONENT MATERIALS Xantrex GT500 reduces system downtime and results in higher energy production. Nqm-m,»poxerconsumpum '100w <100w -_._._ _Ws •._.. _-_...�..— ._.. _ ___. ... . Maximum outputover-cumm potretbn 800A 18WA .. _ _._.. . NOCT 46'C _.. . {ells pmmodule EO TC 1- 0004 Z/K Cell type raonocrystalline Features General specifications Tc,,,• 030-:/K calidimermore 6 ii ins 674 in 01%minx 1%mrc51 Opemarg temperatue tinge _ -a°Fm11J'F(20'cm45•c}low wmparataa 6(2191,eveamwdownm-35•c.povreroaetutw eoove 45'c is Ultra-efficient design with CEC efficiency of 97%(GT500-MVX version) enctoutooemg - NEW as - NeMA 38 - Tcp„+t aAs%VK Front itemte,e:egssttN 1210) is Option to connect directly to medium voltage using a customer supplied Last wagon 5000 los man)(2286 Kin - a 001!)s(16871hB) Open ing tempeatum A01c to 85'c Frarne Clmrar.adiaedabaminum transformer or transformer Supplied Schneider Electric PM y ShidlIrnerter bmeneana lH+WaO) BBda 169.512 498u 884.900.498in weight 46.7 lb,h1.21a) • • • integrated design with isolation transformer(480 V only)In one unit 2246.3798+1260 mm 2246 a 2266 x 1264 nm • Includes AC and DC disconnects for both 480 V and MV iNot. <7edaA <70 den CVcudvra for 3olarWarld iurxnoduk Plus SW aSi mmlo SYSTEM INT EGR0.TI0N PARAMETERS nversions - '� • Integrated round-fault detection and interruption autude wpmeeoo•t2otz m>wlrrxxn ae-sung W25•Ccel�tAmraeraNre _e..®..._�._-.. ..: ..—..v.,......_. _ ' 10 pas age sM Il mov • Soh-start circuit to reduce nuisance trips(480 V only) awrwe humklay o to esus non-condensing a -Naxknums tem roll . _. d 1,14x.S"in«oitaTa use NEL w0 v as....:.. > Sealed design does not require filters or external air to cool sensitive components Reguiau y approvals A%=Umraaer4cuner4 kA « Back and sides of unit designed for zero clearance installations rassm to Lc irat(2om Ednory arra csa 107101 .nawA.• N um be,of bypwts diode, 3 .. a to minimize inverter space requirements ToAaa To lEeE 156/ S .�- "—,•��,. .—dopwhx' 113 pr dowtwatd • _ �� 'UL Casignloaos` TWO roasySlem: 64psfupwap. • Wiring access points on bottom,sides and back of inverter a•ws<mw..mr.n l.�h x••nro«r.°ew, - ' —xmhr/I•' 170 psf oowmwald • Removable air outlet allows Inverter to be mated with venting ductwork t —wawrtx, ut Lpsigntads Tnree raasystem 64 psi Upwald . + • Designed for tork lift or sling transportation i 113 psfdov tald:: * Zinc primed and powder coated steel enclosure for 6 IEC DaapTntoada• Two nasyifem SOpsfigwaxl maximum corrosion resistance Sunmod& r a a° dal • Designed bars in the pm reliability film-type p rp90uq,r0ltrYt9l 'Pgace reRam LedunmdduN iirralm oo int4ustoul6rthedatai6as5xgtrl with g ity with film- eco capacitors rbee load roses. and bus bars r1,the power path • Bright fluorescent green vacuum display with UV cover ' AD Gi TiOId�.L DATA for ease of readingin sunlight SW 255 ma no Ve rs is n 2.0 and 2.5 Frame #.,, , -x. _ . __ _ _ _ __ _ • RS485/Modbus and RS232 communications P0.1 toknrcea -o Wp/aSwp • Available with a five-year standard warranty,extendable to ten years World-class quality 3 Connector ipcs q Y Lae 1,]J kap Mccluleaf mea Q � Q Fullyautomated production Imes and seamless monitoring of the prioress +'�,ilk`4 • m.�.i600atats - Options � and material ensure the quality that the company sets as its benchmark for 'Li;, 6=106" u 1,1mWtinS WL790inianty 15.1 st e = _ M781 O E Fucratrnp(U17917J ci,;;c PV Box solution with multiple Inverters and medium voltage transtortners I� I Its 51(25 worldwide. .ryes rYhOfYe� - • Fused sub-dray combiner integrated with the inverter enclosure i Sola rWorldPIus-So rdng 4140txaat eats 0° 153 • sub-araystring monitoring _ Plus-Sorting gua ranters highest system efficiency. SolarWorld only delivers - Kym • Positive-ground configuration mod Wes that have greater than or equaIto the nameplate rated power. asrea. ,. • Remote monitoring and control options IalrRit ass hhT J tudue, - • Preventative maintenance programs z 25 years linear performance guarantee and extension of product warranty ppy holl p • options,guarantees and service contracts for up to 20 years 1 to 10 years / W SolarWorid guarantees a maximum per form anlce degression of oz/ p.a. in C UiLLJ Uis= z _ U 0 U the course of 2S years,a Significant added value compa red tci the two-phase ^" w °i"`^ al P,VIA 6s ts3 warranties common in the industry. In addition, SolaryUorld Is offering a s (�product warranty,Which has been extended to l0years' YBSIGNLOPRAN YatrIGNZAFRAME • p z Elf (� Chi I r , I € tempatbkwrh44pUenn• - rampaehaewMhboN,4ap-oaxf �r i � (/) CV 'inasxoNal�ewrththeapplica bhSogrVWrB linihed Nhrwnlyat purchase. 1114 mrur(tlrq medcda and�drkeln'meurrtlne methods (� rrvlwaohrwddctxn/wamMy 47014 • a4twistrrldinidmd&r1,: �GrwndtlLlaat76tts: oro,arm.m,a.,,,..,d�A•.�.,....aw.a.e,.�..,a,..,...a�,.....,ea.�,.a.�r.�.�,,.ae.,.,,.ay...,,aa�.�a_ Electric ♦rumn dlhfram ��° aaw , -44tt7atortwnas nd.lkNNeghtahmeekLl C7) nuofda EDSoLaRWoRLa 00 mpdsda FtilCPdRrxlCd lae� li Sunrodidesddta¢tl Utn63Staidald and Bred byatYYd party libla[ayT/egbtakayxli)•sarylyprodacta.d r[gim.checkwaa Q Q Q CD yiarsaramortl replesenmt6emmnfam wazn t nm,iyhwalaruganle aroduet zlmo;u tae m ata hat i m oisx TV'J RAeagrd,4f 2U(FUV toaoi lap acro bob. � � U-) a)All oAs poAdi d;N impe mI Sl utlts rmvidad in paroaln¢¢. vewwsolarwarld.cum V*tam surdlitt kto pwwar. O � Cb soaM'atlAt;heetves the ritiht to ralesset Inca,un Awns swielprt notice a QQ0 Q co CD O U d U f— LCA � , r r .t ,« + _ , n } s� �r - TER Grounding Middle Clamp Installation Guide 7 i c f _ Grounding Middle Clamp QI FROFFaSJa Readily available as a standard stock item,the U T S _ s Grounding Middle Clamp is available in a variety VS 1GI NEE of sizes,accommodating the industry's various c� �18947P 9 1 " Y - module thicknesses.The grounding middle clamp is �"��' $EF]TEK `. Combiners with integrated UL 600VDC or 1000 DC III Flexibility, Ease of Installation,and Safety ETL Listed"for module frame heights from 28-39 X11 Than and 40-50 mm. � 2 ( - 4lill! M' dDiseonneetCombiners Bentek Solar products are designed to meet the needs of REGOIsI O 2 =�. t �.. ;s, � ;r�! ar g V everyjob. .Connecting the Meddle Clamp is accomplished in t II three steps,as illustrated below. UTILITY : isconnectsarespecificallydesignedandmanufactured P . arge-scale utility PV installations. With over 25 years of experience building products, Bentek F� �P designs quality and safety into every solar product. Installation Instructions NVID� ' With the flexibility of adding options into our solar products, Q { Mark&Predrill Standard Product Features Bentek Solar has the right product for you.Ample internal space Delerminewhere the middle damp should beinstalledon[he steel beam and mark this pdntusinyamarket ofother DEC 3 1 205 f provides ease of installation,and wire-bending space satisfies objecrPredrill a hole at the marked point in the steel beam.flie hole shouldaCCIDIfloclateaTIM81NOIL NEMA-4steel or 4x fiberglass enclosures. NEC requirements. 600VDC or 1000VDC integrated disconnect. ► Labeling to meet NEC code requirements. Contact us now for your upcoming projects. ol 0 Unique sepal number on each unit. �- Ill Lockablecloor. i ► Poured-In-place seamless gasket on door. ` ► Installable vertically or horizontally. Standard , :Max. Input Integrated t ' s ''_EREV BY DATE COMMENTS " .' ► t00A 200/25oA and400Aload-breakdisconnects. of= ` . : t pissonnaot s-ru ' Position the middle dam over die predrilled REVISIONS 8 R © Tighten the middle damp using a v A ey •p/• ► Lockouthagoutfunctionapryfordisconnetthandle. 7 H a �pacity(A) Standard Output conductor(Aw6) hole.Insertan,.0bolt p torqueof105 ft-lbs. Use a standard doll or Aller,wrench. Do not use over- 11, Rated for continuous duty. long Allen wrenches,impact drivers, a ..... P 12,16,24,or 36 input circuits. : a a a a ®� a a •a . . - . - a ratchet wiendles. P Touch-safe fuse folders. e a •p a ®�� •p• _ a ApE IN t)SA P Maximum fuse size of 25A,standard fuse size is 15A. ®®®�� Notes Do 1,d useau Tightening torqueNmae Than 10.5 ft-lbs;Safety covers on live components. 9 g a as as ®� as • - - a Pounsimddlisande7trrm lot AllmwendesMUSTNOTBEUSFD 11' surgesuppression. RY g a a as . aaa ®� as a a ► 90°C and custom lugeonfigurations. When usingcordasdrii6,bezutethatihetoquesettingfallswithinthentimlmmdedrangeastrldldrilltlasdi(ferm[scaiings ► Configured foreither positiveor negative ground. 90-compression terminala = Remember:diftetighteningtorineistoo high,themoduletrameand the damps could becomedamaged Configurations P Terminals support both aluminumand copperwire. a aaa . a a 'Note the ER listing isthat thereisa bond from the module mthe dampandthattwo(2)dampsaresufhdemto makethe bond.Th6 P ETL Listed to UL 1741. bond ExiAsbetausethemiddledampcomainsastainlesssteelspike,forming aneltddmibond between the anodized moduleft" Bentek ompreSolar hensivectCction Combiners 1. ETL Listed to CSA Std.22.2 No.107(60OVDC). a •' • • aldtherereiningmountingstrudure. JOB DETAILS offer input, output, an ampact}on is ISO 9001:2008 Quality Certified. Ak Tigard of input,output,and ampacity k1117aa configurations to suit your needs. Optional Product Features Technical Data (1582) SOLARWORLD # SW 255 Mono Let us assist you in determining the P Fuses supplied to specifications. MOUNTING sr31E11; appropriate solar products for your P Extended warranties available. About Bentek Solar 1 application. `; Founded in 1985,Bentek is a leader in manufacturing arid Material Hardware: Quality steel 1.4301 SCHLETTER GROUND MOUNT _ engineering solutions for complex electro-mechanical and ower Module Clamps: Aluminum INVERTER 1 ' "` ' g 9 p p '^r distribution systems for the semiconductor and solor industries. Structural Structural analysis according to the current national standards(IBC 2006,2009). 1 XANTREX # GT500-480 1 Bentek has applied these extensive capabilities and knowledge into Analysis Information attachments based on structural analysis regarding the dimensioning of the MARKET. DESIGN: TANDR oSus Contact Us Today • 1-866-505-0303 number of required fastening locations.Forthis reason,charts and dimensioning COMM I + Y _ a comprehensive family of both standard and configurable solar programs at your disposal BSc®B" t Fully assembled m our ETL-certified combiner products.Bentek solar combiners provide quality,ease of facility in San Jose,CA. installation,and safety to the solar industry. For more information, Attention to structural safety should always be followed. DATE PAYMENT TYPE. contact Ben tekSolar or)the web atwwvr.BentekSolar.-am,byemoil 10/1/2012 LEASE to solarsale5@bentek.com,or by telephone at 1-866-505-0303. r „ir� r tr „o, II, It1= t J.��., lto_ . ., ...,� . , , rI ,<oly°nac.lc PA¢NAUE PROJECT uuluut Q n e CUTSHEETS D. CROPP E ' ,ca Il 0° J= pr �� , JB-972898-00 ` . .:' • - _ , .. PAGE: REV www.bentoksolar.com. 2350 Harris Way,San Jose CA 95131 lnfo@Bontek.com BT38:DG www.benieksolar.com,• 2350 Harris Way,San Jose CA 95131 • Info@Bentek.COm PV 10 _ f _ - e - - d - - C - - b - - a - - f - - e - - d - - C - - b - CIV- a - GENERAL NOTES - Clean Water Services Inverter Foundation Ms. A. DESIGN CRITERIA: RECE ttrr �� 1. CODE: Oregon Structural Specialty Code, 2010 Edition, based on the NOV 5 201 Q��0 International Building Code, 2009 Edition. 411 f 11U W `\:JV`I IJI LI ILII ITIS\�.V/ 2. WIND DESIGN DATA: BKDNG I WISI BASIC WIND SPEED - 95 MPH, Exp. C U fJ Rl Wind Importance Factor, Iw - 1.00 3. SEISMIC DESIGN DATA: 3055 CA 94402 Seismic Importance Factor - 1.00 Ss = 0.928• Sl = 0.335 CI ew y, n 1 Mateo. T-.(650) 638-1028 I F.-(650) 638-1029 (885)-SOL-CITY (785-2489) I www.sdarcity.com I Site Class - D I SDS = 0.699, SDI = 0.386 CONFlDEN11AL - THE INFORMATION 4 Seismic Design Category - D NOTE: HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT `7 SITE DRAINAGE SHALL BE AWAY FROM SOLARCITY INC., NOR SHALL IT BE I ALLOWABLE SOIL BEARING CAPACITY: 1,500 PSF (Assumed) INVERTER SLAB AND CRUSHED ROCK BASE DISCLOSED IN WHOLE OR IN PART TO FOUNDATION NOTES OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION A- Eclipse Engineering, Inc. has designed the foundation elements of the building to be supported on the soil WITH THE SALE AND USE OF THE type described in these notes. NOTE: RESPECTIVE SOLARCITY EQUIPMENT, B. If the soil at the building site contains disturbed, organic, silty or clayey soils, a geotechnical engineer shall CONCRETE REQUIRED: FC= 3000 PSI WITHOUT THE WRITTEN PERMISSION OF be retained to design the soil used to support the footings, slabs, and other foundation elements. STEEL: Fy = 60 KSI SOLARCITY INC. C. If ground water is present at the site, or if the building site is located in a slide area, or if the soil is fill, 5 8"m F1554 GR. 36 FIELD VERIFY BOLT HOLE LOCATIONS FIELD VERIFY BOLT HOLE LOCATIONS or if the soil is otherwise considered unstable, a geotechnical engineer shall be retained to design the soil (4) / used to support the footings, slabs, and other foundation elements. THREADED ROD ANCHOR BOLTS NOTE: HARDWARE TO BE 5/8, ANCHOR HARDWARE TO BE Y2"0 ANCHOR D. The inverter slab shall be supported on isolated pad footings bearing on undisturbed. natural, NOTE: ALTERNATIVE METHOD EMBEDDED A MINIMUM OF 6" CONTRACTOR TO VERIFY ALL ANCHOR BOLT BOLTS. SEE ANCHOR DETAIL BOLTS. SEE ANCHOR DETAIL. inorganic, non-silty non-clayey soils. (12) CAST-IN PLACE 5/8" x 7" HEADED ANCHOR BOLT,ASTM W/SIMPSON SET-XP EPDXY LOCATIONS WITH MANUFACTURER PRIOR TO A307 EMBEDDED 6" MINIMUM INTO N HOUSE KEEPING INSTALLATION E. If structural fill is rd be used. fills that support footings, foundations and slabs shall be designed, installed ( ) D TYPICAL ANCHOR BOLT CONNECTION and tested in accordance with accepted engineering practice. Fill and the installation of fill shall be SLAB. USE 1 1/2" x 3/8" EMBEDDED WASHER @EACH BOLT. - designed and specified by a geotechnical engineer licensed to practice in the jurisdiction of the construction INSTALLED AT EACH ANCHOR LOCATION SHOWN IN site. 16" CONCRETE SLAB 12" BELOW GRADE EQUIPMENT PLAN VIEWS FOR COMBINER,INVERTER, ( ) P ( Density) AND TRANSFORMER 9" MIN. F. There shall be a minimum of 95% compaction ASTM 0698 Standard Proctor Densi of all backfill soil EDGE DISTANCE WITH #4 EACH WAY @ 12"O.C.TOP& 45.00° - under slabs on grade. g BOTTOM OVER 6" MIN COMPACTED 4' C CAST-IN-PLACE CONCRETE: SNUG TIGHT NUT CRUSHED ROCK OR ROAD BASE 82.40" 76.00" 4"11 M N. _ AND UPSET THREADS A. CONCRETE: 1. DESIGN STRENGTH a. Spread Footings, Slcbs-on-Grade; fc 3000 psi at 28 days, normal weight 1380" 1' MIN. Site - Slabs-on-Grode; Pc = 3000 psi at 28 days, normal weight, air entrained 5-1/8" MIN. EMBEDMENT 49,50" 43.00" 2. Maximum Coarse Aggregate Size: 3/4" inch, U.N.O. 1�" CLR ® TOP e- 0 0 48.00" 0 0 6" MIN. 3. Maximum Slumps; Air & Additives: FINISHED Ve a _ - o o a. Footings and slobs: 4 inches GRADE _ LLJ b. (+) 1/2" to (-) 1": _ v o e ~ c. Entrained Air: 5% + or - 1 1/2%; use onlyfor exterior exposed concrete for durability, U.N.O. 16" MIN. 1. , d. Curing Compound: ASTM C309, Type 2, Class B TRIC NESS 12" MIN. a Q e. Construction to be in accordance with ACI 318-05 BELOW GRADE O 4 = (/' _ B. REINFORCING STEEL: I 1 L v•4 .4 • < �3" CLR 0 BOTTOM ,� 263" 4" MIN. = = 1. Use ASTM A615 - Grade 40 for #3 reinforcing bars, Grade 60 for $4 and larger reinforcing bars. Q I Q 2. Provide clearance and cover of rebor as designated in ACI-318. 6 MIN. V - Y _ A 3 THIC NESS v Y v - ~ x- ir 'fix• x I A. BO TSLL STEEL INVERTER AND PAD (PLAN VIEW) z A. BOLTS 3/4" FREE-DRAINING p C10 (/-) I CRUSHED ROCK Scale: 1/2" = 1'-0" LLJ O LLJ 1. ASTM A307 machine bolts (M.B.) unless otherwise indicated as A325 high strength I I I OR ROAD BASE U U bolls Q 2. Anchorr bolts: ASTM F7554, Grade 36, Fy=36 ksi. B. PROTECTION AGAINST CORROSION: 3" CLR 0 SIDES W zW C/-)LLJ LLJ N 1. All structural/miscelloneous steel exposed to humidity or weather shall be hot-dipped O = N galvanized per ASTM A723 or ASTM A153, Class •B•. D ANCHOR DETAIL � LLJ LLJ 00 Style: 1" = 1'-0" 0f Q Q SPECIAL INSPECTIONS O c0 A. Special inspections are required by the 2010 Oregon Structural Specialty Code, Sections 109.3.9 & 1704 Q z � z CD 00 B. The owner or the registered design professional in responsible charge acting as the owners agent shall employ one or more special Inspectors to provide Inspection during construction on the types of work listed L_7..J I,r7 L_1..J O Q under Section 1704. The special inspector shall be a qualified person who shall demonstrate competence, cD to the satisfaction of the building official, for inspection of the particular type of construction or operation ---1 O CCO O requiring special inspection. These inspections are in addition to the inspections specified in Section 109. U LSO C. The special inspector shall fumish inspection reports to the building official, and to the engineer. Reports shall indicate that work inspected was done in conformance to approved construction documents. Discrepancies shall be brought to the immediate attention of the contractor for correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the building official and the engineer prior to completion of that phase of the work A final report documenting required special inspections and connection of any discrepancies noted in the inspections shall be submitted at a point in time agreed upon by the permit applicant and the building official prior to the start of the work. D. Fabricator Approval (OSSC Section 1704.2.2). At completion of fabrication, the approved fabricator shall submit a certificate of compliance to the building official stating that the work was performed in accordance with the approved construction documents. E. 1704.4 - Concrete Construction - Per OSSC Table 1704.4 - REQUIRED FOR 3000 PSI CONCRETE F. Post Installed Concrete Anchors - REQUIRED OCT 30 2012 R REQUIRED VERIFICATION AND INS ECTION OF CONCRETE CONSTRUCTION �.<<GP RFS - Verification and Referenced IBCCam y I Inspection ontinuous Periodic Standard Reference 43.00" 85.63" 88.03" 45.00" a E I 2 1. Inspection of reinforcing steel, including - X ACI 318: 3.5, 1903.5, pre-stressing tendons, and placement. 7.1-7.7 1907.1, 1907.7, O 1 1914.4 I 2. Inspection of reinforcing steel weldingSlAft- AWS D1.4 1903.5.2 �1RARMST�O in accordance with Table 1704.3, N/A N/A ACI 318: 3.5.2 Item 58. 3. Inspect bolts to be installed in Expiration Date: rl' 4 concrete prior to and during placement N/A71 of concrete where allowable loads 1912.5 Q have been increased. o. 4. Verifying use of required design mix. X ACI 318: Ch. 4, 1904 5.2-5.4 1905.2-19D5.a. 90.00" TRANSFORMER � INVERTER El 1904.2, 91.97" WEIGHT: WEIGHT: 0 90.00" 1904.3 4140 L85. ® 2700 LBS. 5. Sampling fresh concrete and perfoming X ASTM C 172 1905.6, REVISIONS slump, air content and determining the ASTM C 31 1914.10 JYL By nATF COMMENTS temperature of fresh concrete at the ACI 318: 5.6, 5.8 _ _ P D REV A BY •pr time of making specimens for strength _ Q tests. 6. Inspection of concrete and shotcrete X ACI 318: 5.9, 5.10 1905.9, (N) INVERTER PAD, SEE DETAIL D DC SOLAR placement for proper application 1905.10 techniques. 1914.6. SWITCHBOARD 1914.7. ® WEIGHT: 1914.8 1417 LBS. 7. Inspection for maintenance of specified X ACI 318: 5.11-5.13 1905.11, FINISHED GRADE - °. ° -°' - • .,e curing temperature and techniques. 1905.13, ° ,12.00C MIN ° °• / / / ° ° ° •t 1914.8 - 8. Inspection of prestressed concrete: ACI 318: 18.18 - - ° ° .; ° ° a. Application of prestressing forces. N/A ACI 318: 18.16.4 6.00" MIN b. Grouting of bonded pre-stressing N/A / tendons in the seismic-force- \ \/K/ \ JOB DETAILS resisting system. \ \ \ X/ \ \ \ \ \ \ \ \ \ \ �QaAESd 9. Erection of precast concrete members. N/A ACI 318: Ch. 16 /\/\ 10.Verification of in-situ concrete strength, prior a ACI 318: 6.2 1906.2 (1582) SOIARWORLD # SW 255 Mono stressing of tendons in o post-tensionedconcrete (N) CRUSHED ROCK / / / / and prior to removal of shores and forms from N/A I beams and structural slabs. 48.00" OR ROAD BASE SCHLETTER GROUND MOUNT IkYFR1ER: I 1 1 XANTREX # GT 00-480 YARQL tt DM 1 COMM I ofon BY: BS 1 INVERTER AND PAD (SIDE VIEW) DATE: PLEASE Scale: l/2"= 1'-0" n INVERTER AND PAD (FRONT VIEW) PNVERTER ANCHORAGE D. CROAM NW- PRUCT PP Scale: 1/2"= V-o" JOB NNBIR JB-972898-00 PACE MY., PV 4 - f - - e - - d - - C - - b - - a - ` 9 DESIGN CRITERIA: 2009 EDITION OF THE INTERNATIONAL BUILDING CODE, RECEIVED 7 2010 OREGON SOLAR INSTALLATION SPECIALTY CODE, 7225 [28416 in] 2010 OREGON SPECIALTY STRUCTURAL CODE. NOV 0 2012 7145 [281 16 in] LOADS: CROFTGARD 40 [116 in] A 1001 [3916 in] TYP 40 Ilk in] MODULE DEAD LOAD=2.59 PSF B{11LftG SNOW LOAD = 25 PSF (BASED ON 25 PSF GROUND SNOW LOAD) EIMSION Is = 0.80 Ce 0.90 Ct= 1.20 Cs=0.91 I WIND DESIGN: DESIGN BASED UPON WIND TUNNEL TEST REPORT#RC 1127/0510-e BASIC WIND SPEED = 95 MPH (3 SECOND GUST). EXPOSURE: C Iw = 0.87 INSTALLATION TOLERANCES: LATERAL POST PLACEMENT IS±5.0" TOTAL LATERAL DEVIATION OF POSTS WITHIN AN ARRAY IS±5.0" POST HEIGHT VARIATION TOLERANCE IS±0.40" I FINISHED GRADE POST VERTICALITY TOLERANCE <2.00 IN ALL DIRECTIONS POST ROTATIONAL TOLERANCE<±7.00 ARRAY TILT ANGULAR TOLERANCE ±1.00 GENERAL: 1.THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERE TO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SCAFFOLDING, BRACING AND SHORING. 33SS�132, 2. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH 161171 STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. 2860 28 11j6 s . ALUMINUM: 51116 in 16jS�6SL5 2� 161171 A 1.ALL ALUMINUM SHALL CONFORM WITH THE LATEST ALUMINUM DESIGN HANDBOOK. 6g1�2S1 1 161171 n p 86[109"1 2.ALL ALUMINUM SECTIONS SHALL BE 6105-T5. 41171 161171 1023 [404 in] 2590 [10116 in] —2590 [10116 STEEL: in] 1023 [404 in] 1j�6143i7n FRONT ELEVATION 1: ALL BOLTS AND WASHERS SHALL BE 304 STAINLESS STEEL CLASS 2 (A2-70). 1 2. ALL NUTS SHALL BE 316 STAINLESS STEEL CLASS 2(A4-70) E SCALE 1 :30 RQUE: E e in] TOTORX BOLT FOR RAPID 2+ MODULE CLAMPS IS 14 N-M (10.5 FT-LBS) M6 AND 1/4" BOLT TORQUE IS 6 N-M (4.5 FT-LBS) N 11 061431, M8 AND 5/16" BOLT TORQUE IS 14 N-M (10.5 FT-LBS) 21171 M10 AND 3/8" BOLT TORQUE IS 30 N-M (23 FT-LBS) M12 AND 112" BOLT TORQUE IS 50 N-M (37 FT-LBS) M16 AND 5/8" BOLT TORQUE IS 121 N-M (89 FT-LBS) 285 >1 a M20 AND 3/4" BOLT TORQUE IS 244 FT-LBS (180 FT-LBS) -i�R 16/17 F ° LO SS��Z1Ls. J MODULE SIZE: F `Nsn 161171 rn _ C RACKING SYSTEM DESIGNED FOR MODULE SIZE: 1675mm x 1001mm x 31mm N s M VERTICAL MODULE GAP: 23 mm �m n HORIZONTAL MODULE GAP: 5 mm 00 0 15p1�59am� FOUNDATIONS: 1. FOUNDATION DESIGN IS BASED UPON GEOTECHNICAL REPORT/TESTING REQUIREMENTS �m (D BY TERRACON; PROJECT NO:82129250. "' ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. C:) FINISHED GRADE °' 2. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS OF THIS PROJECT. IF THE INSTALLER NOTICES ANY SOIL THAT HAS DIFFERENT DRIVING CHARACTERISTICS THAN EXISTED FOR TESTED DRIVEN POSTS, CONTACT THE ENGINEER IMMEDIATELY. 2 o rn MINIMUM EMBEDMENT DEPTH OF 8' PER GEOTECHNICAL REPORT IH (TERRACON #82129250) (o M 00 v N _ I ISOMETRIC VIEW SCALE 1 : 35 I\ IL)CTURq� ED PROF, o ANG I NEER 69359PE r r 818[321'6 5 in] 2345 [92% in] %OREGONoSECTION A-A SAN 10/31/12 SCALE 1 :20 EXPIRATION DATE: 6/30/2014 NO. DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: g S C H N E I D E R Client: Ground Mount FS 2V x 7 200 Project Site: Drawin Number: 0 BosmJa 10/23/2012 New DrawingSCHLETTER Solar CityRacking Structure Clean Water STRUCTURAL ENGINEERS 6132 NE 112th Ave 16060 SW 85th St FIRM OEIICATION TO STRUCTURAL INNOVATION TEL: E. 0)289 - PLACE TUCSON, AZ 85706 V111101 1700 E.Ft.Lowell Rd#109 1 Tumn,AZ 85719 1520.512.8183 1 www.5 StmCtural.com Portland OR 97220 TEL: (520)289 -8700 1 FAX: (520)289-8695 Dimensions and Specifications Tigard OR 97224 K 1 I ProJe<t Number: 112561 EMAIL: MAIL@SCHLETTER.US ISSUED BY: SCHLETTER INC. JOB NUMBER: v SCALE: N/W W.SCHLETTER.US UNLESS THIS DRAWING IS SIGNED AND SEALED BY A LICENSED STRUCTURAL ENGINEER,IT ISA PROPRIETARY AND CONFIDENTIAL SHEET:1of2 SEE DRAWING VIEWS PRELIMINARYDESIGN AND SHALL NOT BEUSED FOR CONSTRURION. PARTS LIST DESIGN CRITERIA: 2009 EDITION OF THE INTERNATIONAL BUILDING CODE, ITEM QTY PART NUMBER DESCRIPTION 2010 OREGON SOLAR INSTALLATION SPECIALTY CODE, 1 3 143008-001 Post, 8, Galvanized, Custom 2010 OREGON SPECIALTY STRUCTURAL CODE. 2 3 142500-001 FS Head, Base Console, Generation 5 3 3 142500-002 FS Head, Top, Generation 5 LOADS: MODULE DEAD LOAD=2.59 PSF 4 3 140001-000 Shoe, "T" Rail-head, Generation 5 SNOW LOAD =25 PSF (BASED ON 25 PSF GROUND SNOW LOAD) 5 3 142500-003 Spacer Sleeve, Generation 5, L=81 mm Is= 0.80 Ce=0.90 Ct= 1.20 Cs=0.91 296p11164 6 12 943610-025 (Head Assembly HardWare) Screw, Hex-Head, M10x25, DIN933, 304 (Head Assembly HardWare) WIND DESIGN: 16/171 7 12 943914-010 (Head Assembly HardWare) Nut, Square, M10, DIN 557, 316 (Head Assembly HardWare) DESIGN BASED UPON WIND TUNNEL TEST REPORT#RC 112710510-e 2838111,3 8 12 129010-001 (Head Assembly HardWare) Klickln, M10 (Head Assembly HardWare) BASIC WIND SPEED = 95 MPH (3 SECOND GUST). 4117 9 6 943610-030 (Head Assembly HardWare) Screw, HexHead, M10x30, DIN933, 304 (Head Assembly HardWare) EXPOSURE: C �B 10 1 12 943921-010 (Head Assembly HardWare) Washer, M10, DIN 125, 304 (Head Assembly HardWare) Iw=0.87 19141[84.5 11 12 943912-010 (Head Assembly HardWare) Nut, Flange, Serrated, M10, DIN6923, 316(Head Assembly HardWare) INSTALLATION TOLERANCES: 1s 1171 12 6 943610-090 (Head Assembly HardWare) Screw, HexHead, M10x90, DIN933, 304 (Head Assembly HardWare) LATERAL POST PLACEMENT IS±5.0" 13 3 943000-006 (Head Assembly HardWare) Screw, HexHead, M12x120, DIN933,304 (Head Assembly HardWare) TOTAL LATERAL DEVIATION OF POSTS WITHIN AN ARRAY IS±5.0" B 1j33l6841;171 14 3 943912-012 (Head Assembly HardWare) Nut, Flange, Serrated, M12, DIN6923, 316(Head Assembly HardWare) POST HEIGHT VARIATION TOLERANCE IS±0.40" 0 C 15 6 161003-000(Head Assembly HardWare) No Slide Plate, Generation 5 (Head Assembly HardWare) POST VERTICALITY TOLERANCE <2.00 IN ALL DIRECTIONS N ° >> 16 3 142009 002 Wedge, Safety, Generation 5, ETL POST ROTATIONAL TOLERANCE<±7.0 j 0 1 58 4 esi11 17 1 3 141004-001 Rail, T4, Fixed Elevation, Custom ARRAY TILT ANGULAR TOLERANCE±1.00 _ 18 36 943610-025 Screw, HexHead, M10x25, DIN 933,A2 GENERAL: ° / 68 19 36 943914-010 Nut, Square, M10, DIN 557,A4 1.THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT THE✓ 6123/171 20 36 129010-001 Klickln, M10 CO TRACTORINDICATE SHALL BE RESPONS BDLE FOR AND PROVIDE ALL MEASURES NECESSARY TO SEQUENCE OF CONSTRUCTION.THE 17 i 21 12 141006-002 Mounting Clamp, Open,40mm PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, SO PURLINS TYP 22 12 141006-000 Mounting Clamp, Locking,40mm BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION 1 ° S3�? 23 3 141002-000 Shoe, "T', Rail-Strut, Generation 5 EQUIPMENT, ETC.THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE 1 0 1s 1171 24 3 943610-080 Screw HexHead M10x80 DIN933, 304 CONTRACTORS MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF �? 20 13, CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERE TO 00 lis 1171 25 3 943921-010 Washer, M10, DIN 125,A2 (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE 30 D 26 3 943912-010 Nut, Flange, Serrated, M10, DIN 6923,A4 ITEMS).THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND D 30 3 142002-001 Strut, 55x55x4, Gen 5 IMPLEMENTATION OF ALL SCAFFOLDING, BRACING AND SHORING. 31 3 141003 000 Shoe, Strut, Postside 2. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. 32 3 943610-080 (Strut Shoe HardWare) Screw, Hexagon cap, M10x80, DIN933 (Strut Shoe HardWare) /0 15��`591a1t1� 33 6 943921-010 (Strut Shoe HardWare) Washer, M10, DIN 125, 304(Strut Shoe HardWare) ALUMINUM: 34 6 943912-010 (Strut Shoe HardWare) Nut, Flange,Serated, M10, DIN6923, 316 (Strut Shoe HardWare) 1. ALL ALUMINUM SHALL CONFORM WITH THE LATEST ALUMINUM DESIGN HANDBOOK. E 35 3 943610-090 (Strut Shoe HardWare) Screw, Hexagon Cap, M10x90, DIN933 (Strut Shoe HardWare) 2. ALL ALUMINUM SECTIONS SHALL BE 6105-T5. 36 4 124300-001 Rail, S0, Custgm STEEL: 37 24 135002-002 Mid Clamp, Rapid2+, Grounding, 30-39mm,Assembly, ETL 1: ALL BOLTS AND WASHERS SHALL BE 304 STAINLESS STEEL CLASS 2(A2-70). E 14 7 5 13 6 38 8 131001-031 End Clamp, Rapid2+, 31 mm,Assembly 2. ALL NUTS SHALL BE 316 STAINLESS STEEL CLASS 2(A4-70) E TORQUE: TORX BOLT FOR RAPID 2+ MODULE CLAMPS IS 14 N-M (10.5 FT-LBS) M6 AND 1/4" BOLT TORQUE IS 6 N-M (4.5 FT-LBS) M8 AND 5/16" BOLT TORQUE IS 14 N-M (10.5 FT-LBS) M10 AND 3/8" BOLT TORQUE IS 30 N-M (23 FT-LBS) 3 \��� 8 M12 AND 1/2" BOLT TORQUE IS 50 N-M (37 FT-LBS) M16 AND 5/8" BOLT TORQUE IS 121 N-M (89 FT-LBS) M20 AND 3/4" BOLT TORQUE IS 244 FT-LBS (180 FT-LBS) 15 \ 17 F MODULE SIZE: 37 RACKING SYSTEM DESIGNED FOR MODULE SIZE: 1675mm x 1001mm x 31mm 16 11 VERTICAL MODULE GAP:23 mm co HORIZONTAL MODULE GAP:5 mm corn Cn 4 = = 2 FOUNDATIONS: 1. FOUNDATION DESIGN IS BASED UPON GEOTECHNICAL REPORTfrESTING REQUIREMENTS — BY TERRACON; PROJECT NO:82129250. 36 ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. c 2. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS OF THIS PROJECT. IF THE INSTALLER NOTICES ANY SOIL THAT HAS DIFFERENT DRIVING 00 38 CHARACTERISTICS THAN EXISTED FOR TESTED DRIVEN POSTS, CONTACT THE ENGINEER co 1 10 12 9 IMMEDIATELY. DETAIL B SCALE 1 : 5 22 38 IH 30 26 34 36 37 31 20a s 21 o �� 35 • 33 L - 24 I UCTUR . 19 18 32 s ED PRoFF 25 23 ANG 1 NEED ss/02 ISOMETRIC VIEW 69 59P DETAIL CSCALE 1 : 40 DETAIL D DETAIL E %OREGON o" �SCALE 1 : 5 SCALE 1 : 5 SCALE 1 '. 5 ti� ,�SUPPORT TRIANGLE w 1SCN�0 SCALE 1 : 12 10/31/12 EXPIRATION DATE: 6/30/2014 NO. DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: 0 BosmJa 10/23/2012 New DrawingClient: Ground Mount FS 2V X 7 200 Project Site: Drawing Number: HNEIDER ,&vv� Solar City CHLETTRR Racking Structure Clean Water STRUCTURAL ENGINEERS 6132 N E 112th Ave 16060 SW 85th StFIRM DEDICATION TO STRUCTURAL INNOVATION V001 3761E. FARNUMPLACEITUCSON, AZ85706 Details and Parts List 1700E.Ft.1.owellRd#1091Tuamn,AZ857191520.512.8183 1 w .mtmctural.com K Portland, OR 97220 TEL: (520)289-8700 1FAX (520)289-8695 Tigard, OR 97224 Protect Number. 112561 EMAIL: MAIL@SCHLETTER.US ISSUED BY: SCHLETTER INC. JOB NUMBER: v SCALE: WWW.SCHLETTER.US PROPRIETARY AND CONFIDENTIAL R`LMINARY ESGNANRAVANG D9HALLNOTBEUSEDGNED AND SEAIED FORCONSTRUCTIONA LICENSED � ENGINEER,rnsA SHEET: 2 of 2 SEE DRAWING VIEWS - 6 - 3 1 4 1 5 1 6 1 7 1 S 1 9 DESIGN CRITERIA: 14395 [5664 in] — 2009 EDITION OF THE INTERNATIONAL BUILDING CODE, 2010 OREGON SOLAR INSTALLATION SPECIALTY CODE, 2010 OREGON SPECIALTY STRUCTURAL CODE. 14313 [5632 in] LOADS: 7810 [3072 in] 6585 [2594 in] MODULE DEAD LOAD = 2.59 PSF s /� 11 s SNOW LOAD =25 PSF (BASED ON 25 PSF GROUND SNOW LOAD) 41 [18 in] SPLICE 627 [2416 in] i 41 [18 in] 1001 [3916 in] TYPIs = 0.80 Ce = 0.90 Ct= 1.20 Cs= 0.91 WIND DESIGN: DESIGN BASED UPON WIND TUNNEL TEST REPORT#RC 1127/0510-e BASIC WIND SPEED = 95 MPH (3 SECOND GUST). EXPOSURE: C Iw= 0.87 B I INSTALLATION TOLERANCES: LATERAL POST PLACEMENT IS±5.0" TOTAL LATERAL DEVIATION OF POSTS WITHIN AN ARRAY IS±5.0" POST HEIGHT VARIATION TOLERANCE IS±0.40" POST VERTICALITY TOLERANCE <2.00 IN ALL DIRECTIONS FINISHED GRADE POST ROTATIONAL TOLERANCE<±7.00 ARRAY TILT ANGULAR TOLERANCE±1.00 GENERAL: 1. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERE TO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SCAFFOLDING, BRACING AND SHORING. 2. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH A STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. 35 998 [394 in] 2480 [978 in] TYP —� FRONT ELEVATION �— 998 [394 in] ALUMINUM: 3365 SCALE 1 : 35 1.ALL ALUMINUM 2. ALL ALUMINUM SHALL CONNS SFORM WITHALL BE H THE LATEST ALUMINUM DESIGN HANDBOOK. 286 285!1j'6in 5. 16j,5 Vis. 011j6e1 J STEEL: I s 641 �s In 1. ALL BOLTS AND WASHERS SHALL BE 304 STAINLESS STEEL CLASS 2 (A2-70). 125/117) J7p 2. ALL NUTS SHALL BE 316 STAINLESS STEEL CLASS 2 (A4-70) ( ) E 2?86!108� 1106l43 2, s�nJ TORQUE: z 01 TORX BOLT FOR RAPID 2+ MODULE CLAMPS IS 14 N-M (10.5 FT-LBS) M6 AND 114" BOLT TORQUE IS 6 N-M (4.5 FT-LBS) 5j512928' 8AND 5/16" BOLT TORQUE IS 14 N-M (10.5 ) M10 AND 318" BOLT TORQUE IS 30 N-M (23 FT-LBS) M12 AND 112" BOLT TORQUE IS 50 N-M (37 FT-LBS) )1106143r M16 AND 518" BOLT TORQUE IS 121 N-M (89 FT-LBS) s h7] M20 AND 314" BOLT TORQUE IS 244 FT-LBS (180 FT-LBS) F MODULE SIZE: RACKING SYSTEM DESIGNED FOR MODULE SIZE: 1675mm x 1001mm x 31mm 285!113 • VERTICAL MODULE GAP:23 mm EL LO HORIZONTAL MODULE GAP: 5 mm N u 6$Jl21�s N rn FOUNDATIONS: 1. FOUNDATION DESIGN IS BASED UPON GEOTECHNICAL REPORT/TESTING REQUIREMENTS m BY TERRACON; PROJECT NO:82129250. LO 151�59e��� ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. _ 2. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS OF THIS PROJECT. IF THE INSTALLER NOTICES ANY SOIL THAT HAS DIFFERENT DRIVING �N CHARACTERISTICS THAN EXISTED FOR TESTED DRIVEN POSTS, CONTACT THE ENGINEER C:) FINISHED GRADE IMMEDIATELY. to ito 2 j io I C In LIDM 00 IH Cl) 051 MINIMUM EMBEDMENT DEPTH OF 8' PER GEOTECHNICAL REPORT (TERRACON #82129250) CID2 rn 00 N ISOMETRIC VIEW SCALE 1 : 35 I C UCTURq/ ED PROFF �F.ANG I NEF,q ssi � oy 69359PE %OREGON on'QSGN 3 5 10/31/12 818 [3216 in] 2345 [92i16 in] EXPIRATION DATE: 6/30/2014 7 SECTION A-A SCALE 1 :20 A N0. DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: ° j g S C HNEIDER 0 BosmJa 10/23/2012 NewDrawin Client: Ground Mount FS 2V x 14 20 Project Site: Drawing Number: • SCHLETTER Solar City Racking Structure Clean Water STRUCTURAL ENGINEERS 6132 NE 112th Ave 71�� 16060 SW 85th St \/ FIRM DEDICATION TO STRUCTURAL INNOVATION 3761 E. FARNUM PLACE I TUCSON, AZ 85706 r ■ 1700 E.Ft.Lowen Rd#109 1 Tucson,AZ 85719 1 520.512.8183 1 � .sastructumtxom Portland OR 97220 TEL: (520)289 - 8700 1 FAX: (520)289-8695 Dimensions and Specifications Tigard OR 97224 K 1 1 Project Number. 112561 EMAIL: MAIL@SCHLETTER.US ISSUED BY: SCHLETTER INC. JOB NUMBER: v SCALE: W W W.SCH LETTER.US UNLESS THIS DRAWING IS SIGNED AND SEALED BY A LICENSED STRUCTURAL ENGINEER,IT IS A PROPRIETARY AND CONFIDENTIAL SHEET:1 oft SEE DRAWING VIEWS PRELIMINARYDESIGNANDSHALL NOT BEUSED FOR CONSTRUCTION. PARTS LIST DESIGN CRITERIA: 2009 EDITION OF THE INTERNATIONAL BUILDING CODE, ITEM QTY PART NUMBER DESCRIPTION 2010 OREGON SOLAR INSTALLATION SPECIALTY CODE, 1 6 143008-001 Post, 8, Galvanized, Custom 2010 OREGON SPECIALTY STRUCTURAL CODE. 2 6 142500-001 FS Head, Base Console, Generation 5 3 6 142500-002 FS Head, Top, Generation 5 LOADS: MODULE DEAD LOAD=2.59 PSF 4 6 140001-000 Shoe, "T" Rail-head, Generation 5 SNOW LOAD=25 PSF (BASED ON 25 PSF GROUND SNOW LOAD) 5 6 142500-003 Spacer Sleeve, Generation 5, L=81 mm Is=0.80 Ce=0.90 Ct= 1.20 Cs=0.91 ?960 6 24 943610-025 (Head Assembly HardWare) Screw, Hex-Head, M10x25, DIN933, 304(Head Assembly HardWare) h�616in 7 24 943914-010 (Head Assembly HardWare) Nut, Square, M10, DIN 557, 316 (Head Assembly HardWare) WIND DESIGN: I DESIGN BASED UPON WIND TUNNEL TEST REPORT#RC 112710510-e ,183.81111-3 8 24 129010-001 (Head Assembly HardWare) Klickln, M10 (Head Assembly HardWare) BASIC WIND SPEED= 95 MPH (3 SECOND GUST). �° 9 12 943610-030 (Head Assembly HardWare) Screw, HexHead, M10x30, DIN933, 304 (Head Assembly HardWare) EXPOSURE: C 10 24 943921-010 (Head Assembly HardWare) Washer, M10, DIN 125, 304 (Head Assembly HardWare) Iw=0.87 2j4j X84 11 24 943912-010 (Head Assembly HardWare) Nut, Flange, Serrated, M10, DIN6923, 316 (Head Assembly HardWare) INSTALLATION TOLERANCES: 16 ily 12 12 943610-090 (Head Assembly HardWare) Screw, HexHead, M10x90, DIN933, 304 (Head Assembly HardWare) LATERAL POST PLACEMENT IS ±5.0" B 133 13 6 943000-006 (Head Assembly HardWare) Screw, HexHead, M12x120, DIN933, 304 (Head Assembly HardWare) TOTAL LATERAL DEVIATION OF POSTS WITHIN AN ARRAY IS±5.0" t6L9_1- 14 6 943912-012 (Head Assembly HardWare) Nut, Flange, Serrated, M12, DIN6923, 316 (Head Assembly HardWare) POST HEIGHT VARIATION TOLERANCE IS±0.40" ° C 15 12 161003-000 (Head Assembly HardWare) No Slide Plate, Generation 5(Head Assembly HardWare) POST VERTICALITY TOLERANCE <2.00 IN ALL DIRECTIONS N 16 6 142009-002 Wedge, Safety, Generation 5, ETL POST ROTATIONAL TOLERANCE<±7.00 ° ° 11584 85inJ 17 6 141004-001 Rail, T4, Fixed Elevation, Custom ARRAY TILT ANGULAR TOLERANCE±1.0 18 72 943610-025 Screw, HexHead, M10x25, DIN 933,A2 GENERAL: °° 1.THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. 19 72 943914-010 Nut, Square, M10, DIN 557,A4 THEY DO NOT UENCE OF CONSTRUCTION.THE R S65J23inJ 20 72 129010 001 Klickln, M10 INDICATE 17 METHOD CONTRACTORSHALL BE RESPONS BLE FOR OR QAND PROVIDE ALL MEASURES NECESSARY TO 21 24 141006-002 Mounting Clamp, Open,40mm PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, 22 1 24 141006-000 Mounting Clamp, Locking, 40mm BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION SO PURLINS TYP ° 53 > " " Rail-Strut Generation 5 EQUIPMENT, ETC.THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE 1 l2�s i 23 6 141002-000 Shoe, T , CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF LO nJ 24 6 943610-080 Screw, HexHead, M10x80, DIN933, 304 M ° 20�s 73. CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERE TO o° mJ 25 6 943921-010 Washer, M10, DIN 125,A2 (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE 27 D 26 6 943912-010 Nut, Flange, Serrated, M10, DIN 6923, A4 ITEMS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND10 D 27 6 142002-001 Strut, 55x55x4, Gen 5 IMPLEMENTATION OF ALL SCAFFOLDING, BRACING AND SHORING. 28 6 141003-000 Shoe, Strut, Postside 2.WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. 29 6 943610-080 (Strut Shoe HardWare) Screw, Hexagon cap, M10x80, DIN933 (Strut Shoe HardWare) X01 ALUMINUM: / 151�59�s 30 12 943921-010(Strut Shoe HardWare) Washer, M10, DIN 125, 304 (Strut Shoe HardWare) 1.ALL ALUMINUM SHALL CONFORM WITH THE LATEST ALUMINUM DESIGN HANDBOOK. 31 12 943912-010 (Strut Shoe HardWare) Nut, Flange, Serated, M10, DIN6923, 316 (Strut Shoe HardWare) 2.ALL ALUMINUM SECTIONS SHALL BE 6105-T5. E 32 6 943610-090 (Strut Shoe HardWare) Screw, Hexagon Cap, M10x90, DIN933 (Strut Shoe HardWare) 33 8 124300-001 Rail, S0, Custom STEEL: 34 4 129300-000 Splice, S0,Assembly 1:ALL BOLTS AND WASHERS SHALL BE 304 STAINLESS STEEL CLASS 2 (A2-70). 35 52 135002-002 Mid Clamp, Rapid2+, Grounding, 30-39mm, Assembly, ETL 2.ALL NUTS SHALL BE 316 STAINLESS STEEL CLASS 2 (A4-70) E 6 8 7 13 141 36 8 131001-031 End Clamp, Ra id2+, 31 mm, Assembly p p y TORQUE: TORX BOLT FOR RAPID 2+ MODULE CLAMPS IS 14 N-M (10.5 FT-LBS) M6 AND 1/4" BOLT TORQUE IS 6 N-M (4.5 FT-LBS) M8 AND 5/16" BOLT TORQUE IS 14 N-M (10.5 FT-LBS) 35 M10 AND 318" BOLT TORQUE IS 30 N-M (23 FT-LBS) M12 AND 1/2" BOLT TORQUE IS 50 N-M (37 FT-LBS) 3 ��� 5 M16 AND 518" BOLT TORQUE IS 121 N-M(89 FT-LBS) M20 AND 3/4" BOLT TORQUE IS 244 FT-LBS(180 FT-LBS) 15 17 MODULE SIZE: F J m 33 RACKING SYSTEM DESIGNED FOR MODULE SIZE: 1675mm x 1001mm x 31 mm Cl) VERTICAL MODULE GAP:23 mm rn 16 11 36 HORIZONTAL MODULE GAP:5 mm 00 _ _ Cn __ __ FOUNDATIONS: 4 2 1. FOUNDATION DESIGN IS BASED UPON GEOTECHNICAL REPORT/TESTING REQUIREMENTS BY TERRACON; PROJECT NO: 82129250. ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. C 2.THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS OF THIS PROJECT. IF THE INSTALLER NOTICES ANY SOIL THAT HAS DIFFERENT DRIVING 00 CHARACTERISTICS THAN EXISTED FOR TESTED DRIVEN POSTS,CONTACT THE ENGINEER CoIMMEDIATELY. N 1 10 12 9 " \ DETAIL B 33 SCALE 1 : 5 34 36 35 27 26 28 22 33 32 20 18 \ 30 ` 24 31 1 I UCTU 21 19 s� Rq t 29 ED PROF 25 23 ISOMETRIC VIEW NGINEF�ss�oy SCALE 1 : 40 69 59P DETAIL C DETAIL D DETAIL E %OREGON o" ��SCALE 1 : 5 SCALE 1 : 5 SCALE 1 : 5ti� ,�SUPPORT TRIANGLE ,6 ��SCALE 1 : 12 sCN 10/31/12 EXPIRATION DATE: 6/30/2014 NO. DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: - AT 0 BosmJa10/23/2012 New Drawing Client: Ground Mount FS 2V x 14 20o Project Site: Drawing Number: HNEIDER ®vv SCHLETTER STRUCTURAL ENGINEERS Solar City {� AveRacking Structure Clean Water Q 6 1 32 NE 112th I A 16060 SW 85th I St FIRM DEDICATION TO STRUCTURAL INNOVATION KE 3761 E. FARNUM PLACE I TUCSON,AZ 85706V002 Tucson, 1700 E.Ft.Lowell Rd#109 1 AZ 85719 1520.512.8183 1 www.mshuaurol.mm Portland, OR 97220 TEL: (520)289-8700IFAX: (520)289-8695 Details and Parts List Tigard, OR 97224 ProjM Number. 112561K EMAIL: MAIL@SCHLETTER.US ISSUED BY: SCHLETTER INC. JOB NUMBER: Y SCALE: UNLESS THIS DRAWING 15 WWW.SCHLETTER.US PROPRIETARY AND CONFIDENTIAL SHEET:2 of 2 SEE DRAWING VIEWS PRE NARY DESIGN AND 59WJL NOT BE USD BFOR CONSTRUCTION. ENGINEER,IT ISA