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HomeMy WebLinkAboutCENTRAL AVE 29225 1 2 r--- - 3 4 ti . VSun Edison VICINITY MAP ,�SOeLv SOLAR ELECTRIC SYSTEM 122007 SUN BALIMORLLCAND ITS AFFILIATES,ALL RIGHT RESERVED 12500 BALTIMORE AVE. BELTSVILLE,MD 20705 STAPLES - LAKE ELSINORE , (STORE /CA #1387l PROPOSED (443)909-7200 / PROJECT SITE H Z 29225 CENTRAL AVENUE, LAKE ELSINORE , CA 92532 N w � W ch 00 N (A _M Z rn > U GENERAL NOTES SCOPE OF WORK wh a _U W Q ALL ELECTRICAL WORK TO BE INSTALLED BY A QUALIFIED LICENSED ELECTRICIAN AND APPRENTICES WORKING THE PROJECT SCOPE INCLUDES THE INSTALLATION OF 49,150 wAC RATED GRID-TIED SOLAR PHOTOVOLTAIC .s� O Q UNDER THE DIRECT SUPERVISION OF THE LICENSED CONTRACTOR. SYSTEM AT THE STAPLES RETAIL STORE IN LAKE ELSINORE, CA. V I.-_ ALL SOLAR MODULES SHALL BE UL LISTED 1703&CEC APPROVED.ALL INVERTERS SHALL BE UL LISTED 1741 THE INSTALLATION CONSISTS OF A ROOFTOP SOLAR ARRAY,A SINGLE INVERTER,AND RELATED ELECTRICAL * W Z Z CERTIFIED 8 CEC APPROVED. ALL ELECTRICAL COMPONENTS AND MATERIALS SHALL BE LISTED FOR IT'S METERING AND SAFETY EQUIPMENT.ALL EQUIPMENT WILL BE INSTALLED AS REQUIRED BY APPLICABLE CODES uJ W (n �J,J U J PURPOSE AND AND INSTALLED IN A WORKMAN LIKE MANNER.ALL OUTDOOR EQUIPMENT SHALL MEET AND THE LOCAL UTILITY COMPANY. W APPROPRIATE NEMA STANDARDS. J DURING DAYLIGHT HOURS THIS PHOTOVOLTAIC SYSTEM(SOLAR ELECTRIC)WILL PROVIDE ELECTRICITY IN ` Q d L0 W CNI ALL FABRICATION AND MANUFACTURING SHALL BE PERFORMED BY CERTIFIED INDIVIDUALS IN APPROVED PARALLEL WITH THE LOCAL UTILITY SERVICE PROVIDER. J Q ASSEMBLY AND FABRICATION SHOPS. O F- Q SYSTEM DESCRIPTION (n U) N J PRIOR TO COMMENCEMENT OF ANY WORK,THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES NOTED AMONG SITE CONDITIONS,MANUFACTURER RECOMMENDATIONS,OR AUTHORITY (288)SANYO HIP190-BA3 SOLAR MODULES ROJELTNUMBER HAVING JURISDICTION. (1)SATCON PVS-50(480V) CA-07-0112 CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER IN THE FORM OF A"RF 49 I", ,1 WATTS DC REQUEST FOR INFORMATION,PRIOR TO MAKING ANY CHANGES.APPROVED CHANGES SHALL REQUIRE A ,150 0 WATTS AC(CEC) NEE..N E DRAWING REVISION TO MAINTAIN CONTROL OVER THE ENGINEER APPROVED DESIGN. APPLICABLE CODES THE ELECTRICAL CONTRACTOR IS ADVISED THAT ALL DRAWINGS AND COMPONENT MANUALS ARE TO BE PROJECT DEVELOPER CONTRACTOR SITE CONTACT TITLE PAGE UNDERSTOOD PRIOR TO INSTALLATION.THE CONTRACTOR IS ADVISED TO HAVE ALL SWITCHES IN THE"OFF" CALIFORNIA BUILDING CODE,2007 EDITION POSITION AND FUSES REMOVED PRIOR TO INSTALLATION OF FUSE-BEARING COMPONENTS. NATIONAL ELECTRIC CODE,2005 EDITION CALIFORNIA ELECTRIC CODE,2007 EDITION SunEdison(CORPORATE OFFICE) TEAM-SOLAR INC STAPLES THIS SYSTEM IS INTENDED TO BE OPERATED IN PARALLEL WITH THE UTILITY SERVICE PROVIDER. 12500 BALTIMORE AVENUE 5013 ROBERTS AVENUE STE B 29225 CENTRAL AVENUE, ANTI-ISLANDING PROTECTION IS A REQUIREMENT OF UL 1741 AND IS INTENDED TO PREVENT THE OPERATION BELTSVILLE,MD 20705 MCCLELLAN,CA 95652 LAKE ELSINORE,CA 92532 ORIGINAL SIZE 24"X36" OF THE PV SYSTEM WHEN THE UTILITY GRID IS NOT OPERATIONAL. (443)909-7200 (916)925-8326 (951)245-9686 SHEET SIZE ARCH"D" PERMISSION TO OPERATE THE SYSTEM IS NOT AUTHORIZED UNTIL FINAL INSPECTIONS AND APPROVALS ARE SunEdison(REGIONAL OFFICE) CONTRACTOR LICENSE NO.781578 . OBTAINED FROM THE LOCAL AUTHORITY HAVING JURISDICTION AND THE LOCAL UTILITY SERVICE PROVIDER. y2 1130 CALLE CORDILLERA CLASS:B,C46(SOLAR) C THE METHOD OF ATTACHMENT CREATES A UNIFIED STRUCTURE TO MEET DEAD LOAD,WIND LOAD,AND SAN CLEMENTE,CA 92673 EXPIRATION DATE:7/31/2008 BLUE ORK(n(RGJ,. SEISMIC REQUIREMENTS.SOLAR MODULES WILL BE SECURED TO THE EXISTING ROOF AS SPECIFIED ON THE (949)218-0235 P h o t or�o i.R is STRUCTURAL SHEETS.EXISTING ROOF EQUIPMENT WILL NOT BE EFFECTED BY THE PV SYSTEM. PROJECT ENGINEER R ALL FASTENERS SHALL BE CORROSION RESISTANT APPROPRIATE FOR SITE CONDITIONS. CONNECTORS SHALL CYNDI ADCOCK OFESSp BE TORQUED PER DEVICE LISTING OR ENGINEERING RECOMMENDATIONS. CADCOCK@SUNEDISON.COM �p� N, (443)909-7200 ALL ROOFING REPAIR MUST MAINTAIN EXISTING CLASS AND TYPE OF ROOF AND ALL WORK SHALL BE IN ACCORDANCE WITH THE ROOFING MANUFACTURER'S INSTALLATION REQUIREMENTS. Ev 08/70/08 #A� CTR\�Poe SHEET LIST TABLE STRUCTURAL ENGINEER ELECTRICAL ENGINEER °N�ERR°RE T TITLE PAGE ORIE2 ENGINEERING BLUE OAK ENERGY,INC. quseoav 'co xEcnox mnw K's NO° TO 16980 VIA TAZON,SUITE 200 4626 SECOND STREET REflMSSEFRO°°u EON�;NLLC A.1 SITEPLAN SAN DIEGO,CA 92127 DAVIS,CA 95618 A.2 ROOFPLAN (858)335-7843 (530)747-2026 4.1ZOB DONALD ORIE,PE TOBIN BOOTH,PE " A.3 ELEVATIONS CA PE REG#S3838 CA PE REG#17800 ENGINEEI WYL E.1 IELECTRICAL NOTES B E.2 ELECTRICAL SITEPLAN NO —sm E.3 THREE LINE DIAGRAM E.4 WIRING AND CONDUIT DETAILS E.5 ELECTRICAL DETAILS E.6 SPEC SHEETS E.7 LABELS & MARKINGS SCE S.1 ROOF ATTACHMENT PLAN FOR OFFICIAL USE ONLY: S.2 RACKING DETAILS NS Clly Of Lake Elsinore S.3 1EQUIPMENT PAD P4min{Division Approval ;gf—iY: .i,—Y OF LAKE ELSINORE IROJECTRNASE SUIL DING DIVISIONSIAI A h-yam r. A,�* t OMIT# —�3 sNEE,N° APP OVED T 0 N G G a Sun Edison eimvlihins F"LF (C),2007 SUN EDISON,LLC AND ITS AFFILIATES,ALL RIGHT RESERVED 12500 BALTIMORE AVE. BELTSVILLE,MD 20705 (443)909-7200 Z W_ J U 2 CV wr' wc�) ~ 00 D N U Z rn U > Q W QU PARKING LOT LL O w F— N LL w � ~ O w w U J w Qa Nw JO < NY SCOPE OF WORK:SOLAR SYSTEM TO BE 0) Q INSTALLED ON TOP OF EXISTING ROOF. (n U) N J CA-07-0112 sNEETTITLF SITEPLAN STAPLES BUILDING ORIGINAL SIZE 24"X36" SHEET SIZE ARCH"D" "==v===l D n' ADJACENT BUILDING B110TOH0LTAICy." ��E�NgI h K 09/30/08 # CTR\CP Pr \F0� THISCO-NG ISTHE PROHL'IYOF SUNEDISON, LLC.THIS INFORWTION IS CLWIS TOSE USEO-IN CONNEC-NwRN Al SE DISCLOSED TO OTIERS N1INOUT--. ADJACENT BUILDING NEWISSION FRW SUNEOWN,IM WTE. 4.17.08 DR�vm Sr. WYL ENGINEER WYL SO, RENSgN ORTE PARKING LOT PARKING LOT 0 PR.JECT—E scam. N o �{ SIEFT 10 u A. 1 a 1 2 3 4 5 6 son- SYSTEM DESCRIPTION WsunE"B4. e'unplifyivg edv (C),2007 SUN EDISON,LLC AND ITS MODULE TYPE SANYO HIP190-BA3 KEYED NOTES: AFFILIATES,ALL RIGHT RESERVED 12500 BALTIMORE AVE. QUANTITY 288 MODULES TOTAL 1O INVERTER PAD TO BE LOCATED IN EXISTING (443)909-7 00 D 20705 SYSTEM SIZE (DC) 54,720 wDC PLANTER AREA. REMOVE EXISTING VEGETATION. E SYSTEM SIZE (AC) 49,150 wAC z TILT ANGLE 200 w _J AZIMUTH 2230 CU INVERTER SATCON PVS-50 (480V) w w co SOURCE CIRCUITS 36 (8 MODULES EA) � co z m ui ROW SPACING 7' 6-3/4" > /Q ROW GAP 31611 PARAPET HT 6'.8" U w Q U PARAPET HT.10'-8" PARAPET HT.3'-11" L)� J w O Q Of C)f O m a w � ~ Z MEASUREMENT OF PARAPET HT.5'-3" o m J Z v U) (NORTH WEST CORNER PARAPET HT.8'-T' < —{ 4 8" �-- w w U W INSIDE PARAPET WALLS) 7 — FHVAC LID D Q a N w HT. T•9" J Q N Y 5 i 2'-11" I A O 1 7,-°. (n U) °' 15'9"— 18'-B"— 11 �1 ¢y § A E PROJECT NUMBER S� 8 1 (7 -0„ 7 a PLANTER AREA 11'4 23' CA-07-0112 III�III{'—III�III ��I III�III IIII 23'-9"— L-1�L��J�1J L snEETnTic. 5 7 1 e 1. c GAS PROPOSED ROOFPLAN SMHOTK.E1'V-3E"NT '-ia T�C7 . IHV 5-3 rn III4"-IIII )INVERTER 33 9"— 3T-9"— LOCATION HVAC HT. V AC MONITORINGSMHOTK , 2H ( 4 4 SYSTEM 1 J- ORIGINAL SIZE 24"X36" GAS GAS i SHEET SIZE ARCH"D" IN)METERS Al a 42'-8"— 'r 47-4" J`_LOCATION NE S �� 35'•7�" HVAC HT. 4,-9, 0 Y, 1'1 48'-0" 3 9" C a'.41 11 1 1 1HTTTUO 5 10 �—T-T'—{ y r-o Mow(n(RGY.,.a PKOTO V 0 ET R II"CS 5743'—® ax�wNx. xm .1" (E)SWITCHGEAR TII �yOFESS/pN h 3 o 34 34" 4 •9 UTR\ 3 GAS GAS GAS GAS GAS GAS GAS—GAS GAS GAS GAS TRASH C TRUCK RAMP ENCLOSURE wTe:sDEDs (,7 THIS DMW1N0 IS THE PROIER11 01 SINEDISON. D LLC.TNISINPORWICHIS— IS N TO RE USED ONLY IN CONNECTION PARAPET HT.9'•1" BEBCR USED SY SUNEDISOH,LLC HO PART IS TO Q 43" (N)MONITORING BEDIssONEOOOTHEREWFHOUT mmEN 7'-2Z" 74'-2 T SYSTEM COMM. PERMISSION SLINEORION LLC SATELLITE DPTE 4.17.08 1 WYL bE.—ER, WYL '11 m 0, a y" Nm EMERGENCY B APPROVED BY: ---- m n 85'-7" Tn 85'-7" 85'-7" 8-8„ EXIT T -f T GAS GAS GAS GAS—r GAT GAS—I SMOKE VENT SMOKE VENT SMOKE VENT d xo REVIBxw wTE 4'.6' 4'•8" 4'-8" SIDEWALK HT.1'-3" HT.1-3" § 89'-0'f¢n— 1�--8•-8• ---'� HVAC HT. 5'-1 a' 1 9,$„ 1 U' SMHT E V3 NT e, -- 93'-2" 6•a, �- I- B-3 -I T PARAPET HT.64 5'-0" HVAC HT, 26-9„ I Ti TT FACADE HT.18'-7" 35'-7j„ _I_ 10'-3'�" 47'-54 I suEE A 0 M PARAPET HT.5'-1" Ci Do PARAPET HT.4'0" SHEETNO.: 0 20' 40' PARAPET HT.8'-8" A.2 a 1 2 3 4 5 6 Sun Edison' VRuw1ify'"golm, NOTES: (C),2007 SUN EDISON,LLC AND ITS 1. PHOTOVOLTAIC SYSTEM WILL NOT BE VISIBLE FROM AFFILIATES,ALL RIGHT RESERVED STREET LEVEL FROM ALL SIDES. MODULES WILL BE 12500 BALTIMORE AVE. HIDDEN BY EXISTING BUILDING FACADES ON THE ALL BELTSVILLE,MD 20705 SIDES. (443)909-7200 2. MAXIMUM MODULE HEIGHT ABOVE ROOF:4'-1", E _. MINIMUM PARAPET WALL HEIGHT AT THIS LOCATION: z 5'-2" w_ 3. TOTAL BUILDING HEIGHT: 29'-6" J 0 o U N M ® F— OC) Z) N ❑❑ � �_ Zrn En j Q w U A EAST ELEVATION C)EAST A.3 Scale:NTS 0 Q UU � 0 H W En w EA J U w D Q w Ln w S CIA pLLI� 0 � rn Q En 0 N J PROJECTNUMBEN CA-07-0112 o a o BNEET TITLF (N)INVERTER 8 8 ❑ ELEVATIONS Li (E)SWITCHGEAR ORIGINAL SIZE 24"X36" B (N)AC DISCONNECTS,METERS,MONITORING SHEET SIZE ARCH SOUTH ELEVATION ENCLOSURES MOUNTED ON TRUCK RAMP WALL A.3 Scale:NTS Q�. C BLUE OAK EAERGY. P H 0 T O V O L T N II I I wNASNgs.m mwMMnm 8TAMP: OFESSfp� N.178DO DATE L�EpP THIS DRAWING IS THE PROPERTY OF SUNEDISON, NATION ISCONIIIA LANDEi ro eE'SEC oHlr Ix coxNEcnoN wrtN 1wRN DESCRIBED No,o o.xERsW iTEN -MISSION FROM SUNEDISON.LLC.WN DATf, 4.17.08 VIYL ENGINEER WYL BAPPROMEDBY ____ NO ° WEST ELEVATION A.3 Scale:NTS PROJECT PHASE SDAIE a ® A fV t+I O) SHEET NO.. In O �5 ° NORTH ELEVATION A.3 m A.3 Scale:NTS c a 1 2 3 4 5 6 ELECTRICAL NOTES FOR NEW PHOTOVOLTAIC SYSTEM: 13.CONNECTORS TO BE TORQUED PER DEVICE LISTING,OR MANUFACTURERS 7.A SINGLE DISCONNECTING MEANS SHALL BE PERMITTED FOR THE COMBINED 2.SYSTEM NEUTRAL REQUIREMENTS:SATCON INVERTERS USE A HIGH vsun Edison' ei,nplifywg wlv RECOMMENDATIONS. A.C.OUTPUT OF ONE OR MORE INVERTERS IN AN INTERACTIVE SYSTEM. IMPEDANCE GROUNDED NEUTRAL SYSTEM IN WHICH GROUNDING IMPEDANCE, 1.THIS PROPOSED SOLAR ELECTRIC SYSTEM IS INTENDED TO OPERATE IN RESISTORS(RNG1 AND RNG2)LIMIT THE GROUND FAULT CURRENT TO A LOW (C),2007 SUN EDISON,LLC AND ITS PARALLEL WITH POWER RECEIVED FROM THE UTILITY SERVICE PROVIDER. 14.SPLIT BOLTS/SPLICES/CONNECTORS SHALL BE INSULATED WITH APPROVED 8. DISCONNECTING MEANS SHALL BE PROVIDED TO DISCONNECT A FUSE FROM VALUE,THIS IS ACCEPTABLE AS PER NEC 250.36.THE NEUTRAL FROM THE AFFILIATES,ALL RIGHT RESERVED MEANS. UL LISTED ELECTRICAL TAPE ALONE IS NOT SUITABLE AS THE ONLY ALL SOURCES OF SUPPLY IF THE FUSE IS ENERGIZED FROM BOTH DIRECTIONS OUTPUT ISOLATION TRANSFORMER(TRO)IS GROUNDED THROUGH(RNG1)AND 12500 BALTIMORE AVE. 2.THE INVERTER FOR THE PROPOSED SOLAR ELECTRIC SYSTEM SHALL BE INSULATION MEANS. FOLLOW MANUFACTURERS INSTRUCTIONS FOR AND IS ACCESSIBLE TO OTHER THAN QUALIFIED PERSONS. SUCH A FUSE IN A (RNG2)AND CURRENT TRANSFORMER(CTN)SENSES NEUTRAL GROUNDING BELTSVILLE,MD 20705 IDENTIFIED FOR USE IN SOLAR PHOTOVOLTAIC SYSTEMS. ALL EQUIPMENT APPLICATION OF INSULATING PRODUCT. PHOTOVOLTAIC SOURCE CIRCUIT SHALL BE CAPABLE OF BEING DISCONNECTED CURRENT. (443)909-7200 SHALL BE UL APPROVED. INDEPENDENTLY OF FUSES IN OTHER PHOTOVOLTAIC SOURCE CIRCUITS. 15.ALL AC WIRING SHALL BE COPPER WIRE RATED FOR 600V. 3.UTILITY SIDE ISOLATION TRANSFORMER:SATCON INVERTERS ARE SUPPLIED E 3.THIS SYSTEM IS INTENDED TO CONNECT TO THE EXISTING FACILITY POWER 9.ALL DISCONNECTS AND COMBINERS SHALL BE SECURED FROM WITH AN INTEGRAL CUSTOM HIGH EFFICIENCY DRYTYPE(CLASS 220 SYSTEM AT ONE POINT,POINT OF COMMON COUPLING(POCC). THIS 16.USE LISTED BRIDGEPORT RAIN TIGHT CONNECTORS AS AVAILABLE,SEAL UNAUTHORIZED AND UNQUALIFIED PERSONNELL BY EITHER LOCK OR INSULATION)ISOLATION TRANSFORMER AS PART OF THE INVERTER ASSEMBLY. Z CONNECTION SHALL BE IN COMPLIANCE WITH THE NEC ARTICLE 690.64"POINT ALL OTHER ELECTRICAL CONNECTIONS WITH WATER RESISTANT CAULKING. LOCATION. THE OUTPUT TRANSFORMER HAS DELTAAIVYE CONFIGURATION AND IS USED W OF CONNECTION" FOR VOLTAGE MATCHING TO UTILITY VOLTAGE APPLICATION. THIS PROVIDES A J 17.PROTECT USE WIRE FROM SHARP EDGES WITH UV RATED SPIRAL WRAP. BALANCED THREE PHASE,CURRENT SOURCING INVERTER AND ONLY U 4.ALL SOURCE CIRCUITS SHALL HAVE INDIVIDUAL SOURCE CIRCUIT REQUIRED SAFETY SIGNS AND LABELS OPERATES WITH THE PRESENCE OF A STABLE UTILITY VOLTAGE.THE PROTECTION FOR TESTING AND ISOLATION. ALL COMBINER BOXES SHALL HAVE 18.LABEL COMBINER BOX WIRING RED FOR POSITIVE,WHITE FOR NEGATIVE TRANSFORMER NEUTRAL IS GROUNDED TO THE SYSTEM GROUND VIA NEUTRAL 2i N DISCONNECTION MEANS NEAR THE COMBINER FOR ISOLATION AND TESTING. AND GREEN FOR GROUND. REQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMAMENTLY ATTACHED BY GROUNDING RESISTORS,(RNG1&RNG2),AND NEUTRAL SENSING CURRENT W Lu L ADHESIVE,OR OTHER MECHANICAL MEANS. LABELS SHALL COMPLY WITH TRANSFORMER(CTN). 00 D N 5.ALL DISCONNECTS AND COMBINERS SHALL BE SECURED FROM ARTICLE 690 OF THE NEC OR OTHER APPLICABLE STATE AND LOCAL CODES. W Z 07 UNAUTHORIZED/UNQUALIFIED PERSONNEL BY LOCK OR LOCATION GROUNDING SEE LABELS AND MARKING PAGE FOR MORE INFORMATION. 4.CONDUITS AND CONDUCTORS:ALL INTERCONNECT WIRING AND POWER - W CONDUCTORS INTERFACING THE UNIT MUST BE IN ACCORDANCE WITH THE NEC (n > U 6.ALL DISCONNECTS,COMBINERS,PULL/SPLICE BOXES,AND ENCLOSURES SEE ELECTRICAL DIAGRAM AND ELECTRICAL DETAILS FOR MORE GROUNDING 1.ANY SWITCH,FUSES, OR CIRCUIT BREAKERS THAT CAN BE ENERGIZED IN ANSI/NFPA 70 AND ANY APPLICABLE LOCAL CODES.LARGE GAUGE WIRE MUST U W Q SHALL BE LISTED FOR IT'S PURPOSE. INFORMATION. EITHER DIRECTION SHALL BE LABELED AS FOLLOWS CONFORM TO THE MINIMUM BEND RADIUS SPECIFIED IN THE NEC,ARTICLE of 300.34,NINTH EDITION.KEEP ALL WIRE BUNDLES AWAY FROM ANY SHARP LY 7. EQUIPMENT SHALL BE INSTALLED IN A SECURE AREA. INVERTER 1.ONLY ONE CONNECTION TO DC CIRCUITS AND ONE CONNECTION TO AC WARNING: EDGES TO AVOID DAMAGE TO WIRE INSULATION.ALL CONDUCTORS SHOULD BE O Elf O PERFORMANCE MAY BE AFFECTED IF INSTALLED IN DIRECT SUNLIGHT. CIRCUITS WILL BE 0 DEGREE C MINIMUM.FOR OUTDOOR C) (/) TO THE SAME POINT) TERMINALS FOR SYSTEM GROUNDING(NEC 250-21)(REFERENCED ELECTRICAL SHOCK TERMINA S ON BOTH THEL NE AND LOAD IDES MAY B INSTALLATIONS,ALL D DO NOT TOUCH TERMINALS. E rINT RCON ECD RATED FOR T CONDUITS AND FITTINGS MUST BE NEA-4 Lu z Z_ ENERGIZED IN THE OPEN POSITION RATED AS REQUIRED BY THE NEC. FOR WIRE GAUGE,BOLT SIZE,AND TORQUE (n WIRING AND WIRING METHODS 2.EQUIPMENT GROUNDING CONDUCTORS AND SYSTEM GROUNDING VALUES FOR THE DC&AC TERMINALS,SEE TABLE 2.3.3,PAGE 2-7 OF THE W W W J CONDUCTORS WILL HAVE AS SHORT A DISTANCE TO GROUND AS POSSIBLE AND 2.THIS PHOTOVOLTAIC SYSTEM WILL BE EQUIPPED WITH A D.C.DISCONNECT INSTALLATION MANUAL. J U w ALL WIRING METHODS AND INSTALLATION PRACTICES SHALL CONFORM TO THE A MINIMUM NUMBER OF TURNS WHICH WILL BE LABELED AS FOLLOWS: D Q N W NATIONAL ELECTRIC CODE,LOCAL STATE CODES, AND OTHER APPLICABLE 5.INVERTER ENCLOSURE:SATCON INVERTERS ARE INDOOR/OUTDOOR RATED, J LOCAL CODES 3.NON-CURRENT CARRYING METAL PARTS SHALL BE CHECKED FOR PROPER PHOTOVOLTAIC IEC GRADE,NEMA 3R.RUGGED HEAVY GAUGE METAL WITH ENAMEL COATED O m Q GROUNDING:NOTING THAT TERMINAL LUGS BOLTED ON AN ENCLOSURE'S DISCONNECT MEANS PAINT ON ALL SURFACES.ALL REMOVABLE INTERNAL PANELS ARE GALVANIZED. W W N J 1.EXPOSED PV SOLAR PANEL WIRING WILL BE USE-2/RHW-2,90 DEGREE C, FINISHED SURFACE MAY BE INSULATED BECAUSE OF PAINT/FINISH. D.C. DISCONNECT ALL SURFACES ARE PAINTED WITH(2)COATS OF RUST INHIBITING PRIMER AND WET RATED AND UV RESISTANT. ALL EXPOSED CABLES,SUCH AS MODULE PAINT/FINISH AT POINT OF CONTACT SHALL BE PROPERLY REMOVED. PAINTED WITH UL LISTED RAIL 7032. LEADS SHALL BE SECURED WITH MECHANICAL OR OTHER SUN-LIGHT 3,THIS PHOTOVOLTAIC SYSTEM WILL BE EQUIPPED WITH AN A.C.DISCONNECT RESISTANT MEANS. S.MODULES SHALL BE GROUNDED WITH EQUIPMENT GROUNDING WHICH WILL BE LABELED AS FOLLOWS: 6.ENVIRONMENTAL CONDITIONS:SATCON INVERTERS ARE DESIGNED TO BE CA-07-0112 CONDUCTORS BONDED TO A LOCATION APPROVED BY THE MANUFACTURER INSTALLED IN EITHER AN INDOOR OR OUTDOOR LOCATION. THE UNIT MUST BE 2.ALL GROUNDED CONDUCTORS ARE WHITE AND EQUIPMENT GROUNDING WITH A MEANS OF BONDING LISTED FOR THIS PURPOSE. PHOTOVOLTAIC ANCHORED TO A LEVEL CONCRETE FLOOR OR PAD.ALLOWABLE OPERATING -- CONDUCTORS ARE GREEN OR BARE.(NEC 200-6) DISCONNECT MEANS TEMPERATURE RANGE FOR THE UNIT IS 0 TO 40 DEGREES C.THE INVERTER °t 6.THE CONNECTION TO THE MODULE OR PANEL OF THIS PROPOSED SOLAR A.C. DISCONNECT UNIT USES FILTERED FORCED AIR COOLING FOR ALL MAJOR SYSTEM 3.ALL FIELD WIRING LARGER THAN 6 AWG THAT IS NOT COLOR CODED SHALL BE ELECTRIC SYSTEM SHALL BE SO ARRANGED THAT REMOVAL OF A MODULE OR A COMPONENTS.THE 3-PHASE INVERTER ASSEMBLIES ARE MOUNTED ON ELECTRICAL TAGGED AT BOTH ENDS WITH PERMANENT WIRE MARKERS TO IDENTIFY PANEL FROM THE PHOTOVOLTAIC SOURCE CIRCUIT DOES NOT INTERRUPT A 4.A MARKING SPECIFYING THE PHOTOVOLTAIC POWER SOURCE RATED AS AIR-COOLED HEAT SINK. NOTES POLARITY AND GROUND. GROUNDED CONDUCTOR TO ANOTHER PHOTOVOLTAIC SOURCE CIRCUIT. SETS FOLLOWS SHALL BE PROVIDED AT AN ACCESSIBLE LOCATION AT THE OF MODULES INTERCONNECTED AS SYSTEMS RATED AT 50 VOLTS OR LESS DISCONNECTION MEANS FOR THE POWER SOURCE: 7.OPERATOR INTERFACE CONTROLS:OPERATOR INTERFACE CONTROLS ARE 4.FLEXIBLE METAL CONDUIT IS GENERALLY SUITABLE FOR INSTALLATION IN WITH OR WITHOUT BLOCKING DIODES,AND HAVING A SINGLE OVER CURRENT LOCATED ON THE FRONT OF THE MAIN INVERTER ENCLOSURE.CONSULT THE DRY LOCATIONS(NEC 348.12). SHOULD IT BE EMPLOYED,SUPPORTS WILL BE DEVICE SHALL BE CONSIDERED AS A SINGLE SOURCE CIRCUIT. OPERATING CURRENT OPERATIONS AND MAINTENANCE MANUAL FOR INSTRUCTIONS AND CODE ORIGINAL SIZE 24"X36" NO MORE THAN 12 INCHES FROM BOXES(JUNCTION BOX,CABINETS OR OPERATING VOLTAGE REFERENCES. SHEET SIZE ARCH"D" CONDUIT FITTING)AND NO MORE THAN 54 INCHES APART(NEC 348.30) 7.GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR THEIR PURPOSE, MAXIMUM SYSTEM VOLTAGE INCLUDING BUT NOT LIMITED TO GROUND RODS,GROUNDING LUGS, SHORT CIRCUIT CURRENT 8.ELECTRICAL SAFETY FEATURES: I 5.LIQUID TIGHT FLEXIBLE METAL CONDUIT IS GENERALLY SUITABLE FOR GROUNDING CLAMPS,ETC. GROUNDING DEVICES EXPOSED TO THE C 0 yi. i° INSTALLATION IN WET AND DRY LOCATIONS. SHOULD IT BE EMPLOYED, ENVIRONMENT SHALL BE RATED FOR DIRECT BURIAL. ENCLOSURE DOOR INTERLOCK SWITCHES:THE UNIT IS PROVIDED WITH A DOOR SUPPORTS WILL BE NO MORE 12 INCHES FROM BOXES(JUNCTION BOX, MARKINGS: SWITCH LOCATED ON THE FRONT DOOR.OPENING OF THE MAIN DOOR DURING BLUE OAK Ef1(RGV.. CABINETS,OR CONDUIT FITTING)AND NO MORE THAN 36 INCHES APART. OPERATION WILL TRIGGER A SAFETY TRIP OF THE INVERTER.(NOTE:OPENING PH 0 T 0 N 0(T A 1(s GROUND FAULT PROTECTION 1.ALL INTERACTIVE SYSTEM POINTS OF INTERCONNECTION WITH OTHER THE DOOR WILL CAUSE THE UNIT TO TRIP AND THERE WILL BE LIVE PARTS IN -- 6.LIQUID TIGHT FLEXIBLE NON-METALLIC CONDUIT IS GENERALLY SUITABLE SOURCES SHALL BE MARKED AT AN ACCESSIBLE LOCATION AT THE THE INPUT AND OUTPUT SECTION.) FOR INSTALLATION IN WET AND DRY LOCATIONS,SHOULD IT BE EMPLOYED, 1.PHOTOVOLTAIC INVERTERS SHALL BE EQUIPPED WITH D.C.GROUND FAULT DISCONNECTION MEANS. SO., SUPPORTS WILL BE NO MORE THAN 12 INCHES FROM BOXES(JUNCTION BOX, PROTECTION TO REDUCE FIRE HAZARDS. INVERTERS ARE ALSO EQUIPPED E-STOP BUTTON IS LOCATED ON THE OPERATOR INTERFACE PANEL ON THEOFESSpy9 CABINETS,OR CONDUIT FITTING)AND NO MORE THAN 36 INCHES APART(NEC WITH ANTI-ISLANDING CIRCUITRY. 2.A PERMANENT PLAQUE OR DIRECTORY SHALL BE PROVIDED IDENTIFYING THE MAIN DOOR OF THE INVERTER.TRIGGERING OF THE E-STOP WILL RESULT IN 351) LOCATION OF THE SERVICE DISCONNECTION MEANS AND THE PHOTOVOLTAIC IMMEDIATE SHUTDOWN OF THE UNIT.(NOTE:OPENING THE DOOR WILL CAUSE = Nu u9oo z SYSTEM DISCONNECTION MEANS,IF NOT LOCATED AT THE SAME LOCATION. THE UNIT TO TRIP AND THERE WILL BE LIVE PARTS IN THE INPUT AND OUTPUT Eq 01/�0/ae 7.UNLESS MARKED AS UV RESISTANT,PVC IS NOT APPROVED FOR DISCONNECTING MEANS SECTION.) w pP TR`INSTALLATION IN LOCATIONS SUBJECTED TO DIRECT SUNLIGHT AND SHALL NOT 3.PHOTOVOLTAIC MODULES SHALL BE MARKED TO IDENTIFY LEAD POLARITY, 9lF Cgyp BE EMPLOYED IN ANY SUCH LOCATION. 1.MEANS SHALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING DEVICE RATINGS,AND SPECIFICATIONS FOR VOLTAGES,CURRENTS,AND TWO(2)DISCONNECTING DEVICES BETWEEN THE SOLAR ARRAY PANELS,THE CONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL OTHER POWER. UTILITY,AND THE UNIT ARE PROVIDED FOR THE INVERTER ENCLOSURE.THESE M E. 8.LONG STRAIGHT CONDUIT RUNS,100 FEET OR MORE,SHALL HAVE EXPANSION CONDUCTORS IN THE BUILDING. DISCONNECT SWITCHES ARE TO BE USED FOR ISOLATING THE SOLAR ARRAY THIS OR-18 THE PR coi ccTw OFSUNEDIS SN FITTINGS. PANELS FROM THE UNIT FOR MAINTENANCE PURPOSES AND ARE TO BE USED E:11 oH"`:°H°Ocaxx 2. WHERE A CIRCUIT GROUNDING CONNECTION IS NOT DESIGNED TO BE GENERAL NOTES FOR SATCON GRID TIE PHOTOVOLTAIC INVERTERS: AS A NO-LOAD DISCONNECTING DEVICE ONLY. BEDISCLOSSEDToOTHEH°sH�rro°:�a1T�i(° 9.IF USED,ALL WIRENUTS ARE TO BE SILICONE FILLED,EQUIVALENT TO IDEAL AUTOATICALLY INTERRUPTED AS PART OF THE GROUND-FAULT PROTECTION Am sioH rA° SHHEo1soH.uc BLUE,AND INSTALLED PER MANUFACTURERS SPECIFICATIONS BY A SYSTEM REQUIRED BY SECTION 690-5,A SWITCH OR CIRCUIT BREAKER USED AS 1.SYSTEM GROUNDING MEANS:THIS INVERTER IS INTENDED TO BE INSTALLED THE UNIT HAS ONLY ONE MODE OF OPERATION,LINE LINKAGE MODE(GRID 4.17.08 QUALIFIED/CERTIFIED PERSON. A DISCONNECTING MEANS SHALL NOT HAVE A POLE IN THE GROUNDED AS PART OF A PERMANENTLY GROUNDED ELECTRICAL SYSTEM PER THE NEC EXPORT MODE).THE THREE PHASES OUTPUT VOLTAGES AND CURRENTS ARE O-S, WYL CONDUCTOR. ANSI/NFPA 70.AN ENGINEERED GROUND CONNECTION FOR THE TRANSFORMER SINUSOIDAL WITH LOW TOTAL HARMONIC DISTORTION MEETING IEEE 519-1992 10.FUSES AND WIRES SUBJECT TO TRANSFORMER INRUSH CURRENT SHALL BE AND INVERTER MUST BE INSTALLED AND CONNECTED TO THE UNIT AS HARMONIC STANDARDS. EH°1HEE" WYL SIZED ACCORDINGLY. 3. THE GROUNDED CONDUCTOR MAY HAVE A BOLTED OR TERMINAL DESCRIBED IN THE INSTALLATION MANUAL.THE DC GROUND BUS BAR IS B "PPftO - ---- DISCONNECTING MEANS TO ALLOW MAINTENANCE OR TROUBLESHOOTING BY CONNECTED TO THE MAIN INVERTER ENCLOSURE AND TO THE AC OUTPUT THE ANTI-ISLANDING TRIP TIME IS LESS THAN(2)SECONDS AS PER UL 1741 11.ALL D.C.MATERIALS SHALL BE UL LISTED FOR 600V DC QUALIFIED PERSONNEL. GROUND.A BONDING JUMPER IS PROVIDED BETWEEN NEGATIVE DC INPUT AND STANDARDS.THE INVERTER UNIT WILL AUTOMATICALLY SHUT DOWN WHEN THE M. H DC GROUND BUS BAR,WHICH IS CONNECTED THROUGH A DC CURRENT LOSS OF GRID POWER IS DETECTED. 12.THE PHOTOVOLTAIC SOURCE CIRCUITS AND PHOTOVOLTAIC OUTPUT 4. THE DISCONNECTING MEANS SHALL NOT BE REQUIRED TO BE SUITABLE AS TRANSFORMER TO MONITOR THE DC GROUND FAULT CURRENT ON THE SOLAR CIRCUITS OF THIS PROPOSED SOLAR SYSTEM SHALL NOT BE CONTAINED IN THE SERVICE EQUIPMENT AND SHALL BE RATED IN ACCORDANCE WITH SECTION ARRAY. 9.PV PROTECTION DEVICE SAME RACEWAY CABLE TRAY,CABLE,OUTLET BOX,JUNCTION BOX,OR SIMILAR 690-17. FITTING AS FEEDERS OR BRANCH CIRCUITS OF OTHER SYSTEMS UNLESS THE THE UNIT COMES EQUIPT WITH A UL1741 APPROVED GROUND FAULT DETECTION CONDUCTORS OF THE DIFFERENT SYSTEMS ARE SEPARATED BY A PARTITION 5. EQUIPMENT SUCH AS PHOTOVOLTAIC SOURCE CIRCUITS,OVER CURRENT INTERRUPTER("GFDI").EQUIPMENT GROUNDING CONDUCTORS SIZED PER OR ARE CONNECTED TOGETHER. DEVICES,AND BLOCKING DIODES SHALL BE PERMITTED ON THE PHOTOVOLTAIC TABLE 250.122 IN ACCORDANCE WITH NEC 250.122(F)((2). SIDE OF THE PHOTOVOLTAIC DISCONNECTING MEANS. 6.MEANS SHALL BE PROVIDED TO DISCONNECT EQUIPMENT SUCH AS INVERTERS,BATTERIES,CHARGE CONTROLLERS,AND THE LIKE FROM ALL UNGROUNDED CONDUCTORS OF ALL SOURCES. IF THE EQUIPMENT IS ENERGIZED FROM MORE THAN ONE SOURCE,THE DISCONNECTING MEANS SHALL BE GROUPED AND IDENTIFIED. PROJECT IHNSI 2 A NTS (o (V P] CD BHEET O O E. 1 C a 1 2 3 4 5 6 SYSTEM DESCRIPTION .Sun Edison aw MODULE TYPE SANYO HIP190-BA3 AFFILIATES ALL RIGHT RESERVED QUANTITY 288 MODULES TOTAL SOURCE CIRCUITS (36)TOTAL BELTS VILE,MD 2ORE 705 BELTSVILLE,MD 20705 ROOFTOP COMBINERS (3)TOTAL (443)909-7200 ROOFTOP DISCONNECTS (1)TOTAL E 1- INVERTER I SATCON PVS-50(480V) Z W_ J U 04 NOTES: W LU co to 1. ALL MODULES ARE SANYO HIP-190BA3. ~ � z N 2. ARRAY SIZE AND SPACING IS BASED ON A 20 W * LJ I Q DEGREE TILT ANGLE.SHADING IS MINIMIZED m V Q () FOR MAXIMUM ENERGY PRODUCTION. m 3. CONDUIT ROUTES ARE REPRESENTATIVE o 0 O ONLY.CONTRACTOR SHALL DETERMINE EXACT ROUTES. Hvnc Q U) ~ Z 2H11" W vJ w J _ w V w KEYED NOTES: D O N Y 1O HUGHES COMMUNICATION SATELLITE. A L E A CA Q � INSTALLATION ORINENTATION BASED ON o SADOUN SATELLITE SALES WEB E.q co N J CALCULATOR: RD,ECTNDMBER ELEVATION ANGLE: 46.1- AZIMUTH ANGLE: 149.1°(TRUE NORTH) CA-07-0112 SATCO2O SUGGESTED LOCATION OF WEATHER I I INVERTER 50KW IN MONITORING EQUIPMENT. wvERTER SMOKE VENT HVAC HT. SMOKE VENT HVAC HT. MONITORING SYSTEM ENCLOSURES ELECTRICAL A _UNFUSED AC DISCONNECT SITEPLAN &SUN EDISON METER E.5 ° ❑ FUSED AC CUSTOMER METERDISCONNECT HVAC HT. CUSTOMER METER s ORIGINAL SIZE 24"X36" POCC AT EXISTING SHEET SIZE ARCH"D" SWITCHGEAR LOCATED ALONG THE TRUCK RAMP WALL ON THE SOUTH p ' CB3 CB1 JBDX DQD1 ® EAST SIDE OF BUILDING. C BLUE OAK Ef1ERGV.,. 2. PN O T O�0l T R I5 CB ii = E O�LOFESS/p4 l 9 » TR44 P (N)MONITORING SYSTEM COMM. HVAC HT. SATELLITE onre smas S_2' 6' 1 THIS DRawIND Is iNE aawERTr oasuNEDLvoN lic.TNIe NsoRMnrloN s coxFnEMTLYL�xD.' TOBE USED ONLY IN CONNE—tM111NgiN DESCRIBED BY SUNEDISON.LLD.NO TO BE DISCLOSED TO OTHERS 4MT—WRBIFN —MISSION FROM SUNEDISON LLC Rwsvm Br. 4.17.oe SMOKE VENT I I SMOKE VENT SMOKE VENT D D Br. —WYL END INEER. WTL HVAC HT. SMOKE VENT B NO. VISION WTE 3HVAC HT. 3'-8�� PROJECT—E SCNLE. ILI cq Ol 0 20E 40E SNEETNO: O N E .2 N U m a 1 2 3 4 5 6 Sun Edison --- -_. TABLE A: SOURCE CIRCUIT CONDUCTOR AND CONDUIT IDENTIFICATION imvhf,4 (C),2007 SUN EDISON,LLC AND ITS CONDUCTOR LOCATION NUMBER OF Voc(VDC) ONE WAY LENGTH VOLTAGE CURRENT CARRYING EQUIPMENT AFFILIATES,ALL RIGHT RESERVED SOURCE CIRCUITS MODULES IN 1.56"Isc(A) Imp(A) NEC 690.7 Vmp(VDC) TO COMBINER(FT) DROP% CONDUCTOR SIZE CONDUCTOR TYPE GROUNDING CONDUIT NOTES 12500 BALTIMORE AVE. SERIES CONDUCTOR BELTSVILLE MD 20705 EXPOSED CONDUCTORS SHALL BE RHW-2 I USE-2 SUNLIGHT RESISTANT. EXPOSED CONDUCTORS SHALL BE (443)909-7260 A)MODULE TO CB TYPICAL 8 5 85 3 47 540 00 43840 100 0.23% 1n USE-2/RHW-2 10 NIA FASTENED TO MODULE FRAMES FOR PROTECTION.CONDUCTOR SIZING BASED ON 55T DERATE,ALL ELSE 45°C. TABLE B: OUTPUT CIRCUIT CONDUCTOR IDENTIFICATION Z w #SOURCE EQUIPMENT CONDUCTOR LOCATION Voc(VDC) ONE WAY LENGTH VOLTAGE CURRENT CARRYING -__I OUTPUT CIRCUIT CIRCUITS IN 1.56`Isc(A) Imp(A) NEC 690.7 Vmp(VDC) TO INVERTER(FT) DROP% CONDUCTOR SIZE CONDUCTOR TYPE GROUNDING CONDUIT NOTES U PARALLEL CONDUCTOR B)CB OUTPUT 1,2,3(MAXIMUM) 12 70.20 41 64 540.00 438.40 0 0.40°io 1 0 THHN/THWN-2 #8AWG 1.25"IMC "USE JUNCTION BOX TO INTERFACE MULTIPLE CONDUITS WITH DISCONNECT. UP TO THREE COMBINERS CAN BE N DISCONNECTED IN A SINGLE DISCONNECT. w ui M 'GROUND WIRES SHALL BE GREEN,INSULATED FOR ALL DC HOME RUNS. Cp 'CONDUIT TYPES MAY BE SUBSTITUTED AS APPROPRIATE PER SITE CONDITIONS.ALL CONDUIT SHALL BE APPROVED Mz N FOR THE APPLICATION AND EXPOSURE PER LOCATION. LLI Q 'CONDUITS OR WIRE MAY NOT BE DOWNSIZED WITHOUT PRIOR ENGINEERING APPROVAL U W Q U TABLE C: DC DISCONNECT CONDUIT IDENTIFICATION(CONDUCTORS SIZED PER TABLE B) O Q CONDUIT 1 DCD to INVEOR ERON C CONDUIT SIZE OUTPUTCB1RC82T CB3 LUDED CONTRACTOR MAY SUBSEITUTE FOR LARGER W Z O SIZE CONDUITT MUST BE IMC OR EQUIVALENT. w (n w (J w U w TABLE D: AC CONDUCTOR AND CONDUIT IDENTIFICATION D Q a LPL w NUMBEROF EQUIPMENT J Q CONDUCTOR NOMINAL VOLTAGE MAX DISTANCE VOLTAGE CURRENT CARRYING CONDUCTOR LOCATION (VAC) PHASES AMPACITY(A) (FT) DROP% CONDUCTOR SIZE CONDUCTORS TYPE GROUNDING CONDUIT NOTES O cy) Q PER PHASE CONDUCTOR (n U N _J D 480 3 60 10 0,07 4 1 THHN/THWN-2 8 (1)1'.IMC CONDUIT MAY BE SCHEDULE 40 RIGID PVC FOR UNDERGROUND ROUTING - --- E 480 3 60 20 0.14 4 1 THHN/THWN-2 1 (1)1-1/4"IMC FUSED AC DISCONNECT TO EXISTING SWITCHGEAR. PROJECTNUMBER. F1 120 1 10 25 0.B5 12 1 THHN/THWN-2 12 (1)3/4"EMT CA-07-0112 F2 COMM. N/A N/A NIA N/A N/A N/A CAT V NIA (1)3/4"EMT (2)CAT 5 E SHIELDED BELDEN 7919A ONLY G COMA. NIA NIA NiA NtA N/A NfA CAT V NiA (1)3!4"EMT (2)CAT 5 E SHIELDED BELDEN 7919A ONLY H COMM N/A NIA N/A NIA NIA NIA SEE NOES N/A (1)1"EMT (1)CAT 5E SHIELDED BELDEN 7919A&(1)DUAL RG-6 W/GROUND KEYED NOTES: THREE LINE O SANYO HIP 190-BA3 MODULES INCLUDE#12 AWG OUTDOOR ® JUNCTION BOX. USE TO PULL OUTPUT CIRCUIT CONDUCTORS O NON-FUSED AC DISCONNECT,IOOA/60OW3P.SHALL BE NEMA 0 POCC MADE ON THE LOAD SIDE OF UTILITY CT,AND LINE SIDE DIAGRAM RATED QUICK CONNECTS WITH MC CONNECTORS FOR (COMBINER BOX OUTPUT)TO DC DISCONNECT. 3R,VISIBLE,LOCKABLE TYPE. OF MAIN BREAKER. THIS CONNECTION SHALL BE MADE IN MODULE INTERCONNECTION.DO NOT REMOVE THE QUICK CONFORMANCE WITH NEC 690.64. SEE DETAIL"C"SHEET E.5. CONNECTS, ULLIST LISTING MAY BE INVALIDATED.DULE WARRANTY AND THE DC DISCONNECT,600 VDC OS SQUARED HU3 3RB ONLY. 100 AMP NEMA 3R ® RATED EDTILITY METER MIN MUM,13/50CKET FOR SGIP PROGRAM.1 ODA ORIGINAL SIZE 24" 3 " JAW FOR ION 86 0 FORM S METER. 0 EXISTING UTILITY METER. SHEET SIZE ARCHXD6 #10 AWG BARE COPPER O EQUIPMENT GROUND FOR TOHE MODULE FRAMES.USE © ANTIUND WILL BE USED AS AN C SLAND NG PROTECTION FEATURES.,U 174TH 11 LISTING O MINIMUM,L NEW 9N5RJAW OR ION 600 FORM 9S METER SOCKET. 14 GENERATION METER,100A RATED 1.5KW,NEMA 3R ENCLOSURE WITH INTEGRAL DISCONNECT. 0 Y,EW HOUSEKEEPING TRANSFORMER,ACME ELECTRIC CO., 1 MODULE GROUNDING METHODS PER MANUFACTURER'S INCLUDES COMPLIANCE WITH IEEE 519 FOR POWER QUALITY, CONNECT TO POLES OF NON FUSED DISCONNECT. C' INSTALLATION REQUIREMENTS.THE MODULE EQUIPMENT IEEE929 FOR INTERCONNECTION SAFETY AND THE NATIONAL O0 NEW FUSED UTILITY AC DISCONNECT,100A/60OV/3P,SHALL BE BIUE ow EnERGY.,. GROUND SHALL GROUND ALL OTHER EQUIPMENT AND SHALL ELECTRICAL CODE.TIED TO EXISTING FACILITY GROUND. NEMA 3R,VISIBLE,LOCKABLE TYPE. 15 NEW ENFLEX G-100 MONITORING AND HUGHES WIRELESS P N O T O V 0 L T R I C t — a TERMINATE IN THE INVERTER CABINET.SEE PAGE E.5 FOR INVERTER HAS AN EXTERNAL ISOLATION TRANSFORMER AND ROUTER/MODEM DATA TRANSMISSION SYSTEM. .,,. „...... m FURTHER DETAILS. INTERNAL DC&AC DISCONNECTING MEANS.INVERTER IS U.L. 11 EXISTING MAIN FACILITY SERVICE PANEL LOCATED OUTSIDE STAMP MAY 0 8 2008 LISTED AS A UNIT. UNIT IS EQUIPPED WITH UL1741 ON THE EAST TRUCK RAMP WALL OF THE BUILDING.RATED AT O FUSED COMBINER BOX,NEMA 3R ENCLOSURE.RATED @ 600 APPROVED GROUND FAULT DETECTION DEVICE THAT MEETS 600 AMP/480VAC. oFESSO VDC.EACH STRING PROTECTED WITH 6 AMP FUSE. NEC 250.122 REQUIREMENTS FOR EQUIPMENT GROUNDING. �W BOO�Fys E 17800 tp ALL AC PANELS,DISCONNECTS,UTILITY x EXP'"'B#'30'2 x REQUIRED CABINETS,CONDUIT AND mq pMRIpP'P WIRING PROVIDED AT CUSTOMER'S SITE FROM THIS POINT FORWARD. O ISD—IINOGp EP0.CONFIOEMU�NE IBIXI, 11 TOBEUBEDOK.YNDONECTI0NN1MYpWt 100 A DISCONNECT BEID—00eY so oTMOERSWTH xKo MT�TO EXISTING 600A 480/277 VOLT 3N 4W axISSiDx FROM SUNEDISON,LUO SYSTEM STATISTICS: OUTDOOR MAIN ELECTRICAL PANEL (288)SANYO HIP190-BA3 SOLAR MODULES DATE 4.17.0$ (1)SATCON PVS-50(480V)INVERTER TOTAL DC GENERATION=54,720 WATTS © 13 vm SATCON 50 kVA Nt'­ EN NEE'PHOTOVOLTAIC INVERTER WITH INTEGRAL ISOLATION COMPONENTS UL LISTED AS A UNIT }SUPPLY BSEE.- J A B C i I O O 01S 7 10 NDREVISION DAIF I I O YU 3 4 FUSED DC DISCONNECT sO WA INVERTER BY SATCON 10 0U O O USED O O I IEN)IAER INTERNAL AC I NO FUSED (USED WSC c cow°NEa NALTD IxvEaTEa ULnN u6re0AND IEEEst°COMPLINKr UTILITY CUSTOMER L0''TS COMBINER BOX JUNCTION BOX I I DISCONNECT DISCONNECT 1 I I kWh METER kWh METER BA FUSES I 80A TYP °° I SOCKET SOCKET TYPICAL 1 � T o ® ® ® ® ® O I sow Neov O O T O I Icc I ® — — — — — — —.— —.—. — Z I — — — — — — — — — — - - - - �_ — �� I P is SOURCE CIRCUIT: tTVP.of31 I I ° - - I (8)SANYO HIPI90-BA3 WATT MODULES IN TO OTHER SOURCE 11 I I G 14 mN.EDaw G SERIES,TYPICAL OF(36)SOURCE CIRCUITS CIRCUITS TYPICAL AS I II I 16 xw TOTAL SHOWN TO THE LEFT. 12 FROM OTHER OUTPUT CIRCUITS(COMBINER BOX) L_--------1-- ---_------- ——- F1 SOURCE CIRCUITS MAX PER TYPICAL AS SHOWN TO THE LEFT. E PR D"KASE. OUTPUT CIRCUIT(COMBINER BOX). ———————— -- --------------- SCALE. wFATNFa ann LZULSTED GROUND ROD.USE 110 ar"nDV DklmuaE A NTS Q COPPER GROUNDING ELECTRODE I N CONDUCTOR.SEE DETAIL"H" I M SHEET E.5. NUNNB w + F1 I IwTrmE ETKIOURF I _ETNo.: o F2 o I I Sn I H -----------------15I ZJ E .3 i� e a 1 2 3 4 5 6 Sun Edison simplifying solve (C),2007 SUN EDISON,LLC AND ITS AFFILIATES,ALL RIGHT RESERVED TRUCK RAMP 12500 BALTIMORE AVE. BELTSVILLE,MD 20705 (443)909-7200 E H -- HILTI KW1K BOLT EXPANSION ANCHOR W rJ EXISTING SWITCHGEAR P1000 GALV.UNISTRUT U � N M Ha~o Z) N _._._ (A (y) Z rn Y S UNISTRUT CONDUIT CLAMP w TRASH ENCLOSURE 12 GA GALVANIZED STEEL > (� SIZED AS APPROPRIATE () W Q Ld PLANTER AREA O Q w PRIVACY FENCE U CO 10� O W 1 Z Z w (/) w J w Uw LOCKABLE GATE 38• CY WALL MOUNTING DETAIL - D Q LO w E.4 Scale:3/8"=1'-0" O < Y U) (A N J 14 CA-07-0112 TOP OF PARAPET WALL WIRING AND AB•%8'HOLE HOLE KYLE aE SEALED CONDUIT SIRUCNR Y WRIAED TO BY RODINO CONIMCICIR TO DETAILS COMPLY WITH APRJCARLE CO[IF9 MEET LOGE CODES AND UPHOLD ROOFER'S WAARMITY ROOF LME .......... . 0 0 0 0 0 0 0 000, ORIGINAL SIZE 24"X36" A EQUIPMENT LAYOUT-PLAN VIEW SHEET SIZE ARCH'•D" E.4 Scale:1/2"=1'0" I� Puu aoz 0 Yz" 1" C BLUE ow(nERGJ.. OAI.V.P 1000 UNISTRUT IXPNIaWN P X O T O V O L T P (S AND CONDUIT CLAMP ANCHOR rAMP ..�e SEE OETNL C,TRIS SHEEP �pFESS/py TD INnERIER y 7�B0q Ep WI TIR P1000(GALV.)UNISTRUT #A C \CP 0 8 CONDUIT CLAMP DATE ( D \ CORING DETAIL-FRONT VIEW THIS ORAWANO IS THEPROPERTY OF SUNEDISON, 19 MAX OSEUSEoo YINCO-ECTI DiE(xTnvµD IS EA Scale:1/2"=1'-0" OESCRBEDBYBUNEDISON I- A TISTO SEDISCLOSEO TOOTHERSwrt NRITTEN PERMISSION FROM BUNEDISVN�LLC DC CONDUIT (E)UTILITY METER IN FROM ROOF TRUCK RAMP WALL 4.17.08 SWITCHBOARD CLOSET MONITORING SYSTEM CONDUIT AC DISCONNECTS WYL AC CONDUIT SATCON PVS-50 ---- ENFLEX INVERTER ENCLOSURE N. vlszrH 3' OO STRUT Q CHANNEL-MOUNT CLAMP Ell El DC CONDUIT (E) ROOF DECK O� �8 ❑ TRASH ENCLOSURE O -� O 8'MAX. 4 P-U.S ENCLOSURE P1000 GALV. UNISTRUT PROJECT PHASE'. C-PORT PER METERS SCHEDULE DETAIL A acALE. NTS A M fV ls'0 Do No B EQUIPMENT LAYOUT-SOUTH WALL OF BUILDING / _1CONDUIT SUPPORT DETAIL E.4 Scale:112"=1'0" E.4 Scale:1-1/2"=T-O" Cr ■ 'G 4 1 2 3 4 5 6 Sun Edison eimplifywg solo NOTES: BUS TAP NOTE— PHOTOVOLTAIC SYSTEM CONDUCTORS ARE TO 1. SEE GENERAL NOTES ON SHEET E.1. AFFILIATES,ALL RIGHT RESERVED BE MOUNTED ON EXISTING LANDING HOLES ON EACH PHASES BUS BARS. ABSOLUTELY NO PHYSICAL MODIFICATION OF THE EXISTING 2. EQUIPMENT INSTALLED PER MANUFACTURER'S 12500 BALTIMORE AVE. NOTE:TEK SCREWS AND ALL BUS BAR IS TO OCCUR. INSTALLATION AND OPERATIONS MANUAL. BELTSVILLE,MD 20705 OTHER HARDWARE TO BE FACE OF EQUIPMENT DOOR MUST CLEAR p (443)909-7200 STAINLESS. 18" MAX TRAILING EDGE OF PANEL& NOT EXTEND 3. EQUIPMENT INSTALLED IN WORKMAN LIKE MANNER. MORE THEN 18" FROM TRAILING EDGE NEW PHOTOVOLTAIC SYSTEM/INVERTER OF PANEL TO AVOID SHADING. TRANSFORMER FEEDER CONDUCTOR O 4. EQUIPMENT DESIGNED AND INSTALLED TO MEET E C REQUIREMENTS OF THE CBC,CEC,AND LOCAL L� O BUILDING CODES. Z MODULE 5. WORKING SPACE SHALL PERMIT AT LEAST A 90° w 6"Z-PU RLIN STRINGS OPENING OF ALL HINGED DOORS. 1 (E)600A SWITCHGEAR BUS J TYPICAL OF 3 PHASES 6. ALL TING APPROPRIATE I RATED FOR OUTDOOR USE, U () 0 MEETING APPROPRIATE NEMA CERTIFICATIONS FOR c 0 OUTDOOR LOCATIONS. G N ' 24"X 24" CB 1 O 7. EQUIPMENT SHALL BE PROTECTED BY A LOCKABLE piLLJ M PULL BOX B O SLATTED CHAIN LINK FENCE,#9 AWG WIRE MESH � ~ GALVANIZED.THE COLOR OF THE PVT SLATS MUST `�,U) 0 N MATCH THE BUILDING EXTERIOR. _ z 0) DC#1 NEW BURNOY COPPE TYPEMORESIMILAR SSION E RMI_SECURED UO 8. GROUNDING SYSTEM SHALL USE LISTED COMPONENTS '� w Q TO INVERTER CONDUCTOR WITH MANUFACTURER'S AND RATED FOR EACH APPLICATION. V J RECOMMENDED CRIMPING METHOD 0 9. EQUIPMENT CONCRETE PAD SERVES AS A CONCRETE U w Q U 101 ENCASED GROUNDING ELECTRODE AS SPECIFIED IN O J LLJ ATTACH CUSTOM BENT PLATE TO 6" COMBINER BOX, 24"X 24" PULL BOX A NEC 260.52 AND SHALL BE EFFECTIVELY BONDED TO Q LL Z-TEK SCREWS.URUN AT 5' I FASTEN UNIS RUT TO NTERVALS USING #12 OR DC DISCONNECT ENVIRONMENTS. LISTED GROUND ROD SUITABLE FOR CORROSIVE U O BRACE WITH APPROPRIATE HARDWARE. Z 1/4"S.S. DOLTS, BURNDY TYPE OR SIMILAR TORQUE TO 80 INCH POUNDS w L Z PER BURNDY SPECIFICATIONS,VERIFY PER HARDWARE SPECIFICATIONS AND � ''^^ MANUFACTURER'S INSTALLATION SPECIFICATIONS PRIOR TO INSTALLATION. w vJ Lu J w U w ANY BOLTED"PAD TO FLAT"ELECTRICAL CONNECTION SHOULD INCLUDE A BOLT,TWO FLAT WASHERS,AND THE NUT. IN D Q a. Ln w A EQUIPMENT MOUNTING DETAIL B EQUIPMENT MOUNTING DETAIL-SIDE VIEW POCC DETAIL �ROPERLYFOESG ED CONICAL C MLPONEEVILLE WASARE ALUMINUM,A HER SHOULD BE J Q N Y E.5 Scale:3/4"=1'-0" E 5 Scale:3/4"=V-0" E 5 Scale:NTS USED PER MANUFACTURER'S RECOMMENDATIONS. O 0) Q U) U) Cal __l SINGLE CONTINUOUS a10 GROUND,PER 2005 NEC A MAXIMUM OF 12 STRINGS OF SOLAR MODULES MAY CONNECTTO A CA-07-0112 ARTICLE 690.42,1 GROUND WIRE PER EACH MODULE 10-24 SS BOLT MAIN EQUIPMENT GROUND CONDUCTOR,AS SHOWN.THE INDIVIDUAL STRING.GROUND CAN BE CONSOLIDATED AT THE TORQUE TO 18 FT-LBS STRINGS MAY CONNECT TO THE MAIN 98 AWG GROUND VIA A#10 AWG COMBINER BOX PER DETAILS ON SHEET E.3.FOR GROUND OR DIRECTLY VIA THE#8 AWG GROUND WITH A DAISY CHAIN ALTERNATE MULTI-STRING GROUNDING SCHEMES 10-24 SS FLAT WASHER TYPE ROUTING.ALL EQUIPMENT GROUNDING CONNECTIONS SHALL BE HrE REFER TO DETAIL E THIS SHEET OR CONTACT THE MADE IN COMPLIANCE WITH NEC ARTICLE 250. LICENCED ELECTRICAL ENGINEER IN CHARGE. TIN-PLATED LAY-INUG, #6 AWGIN E ,<6 AWG. ELECTRICAL GROUNDING LUG,8Y MAIN EQUIP.GND MAIN EQUIP.GND ILSCO OR BURNDY DETAILS 910 AWG PER } INDIVIDUAL STRING d GROUND WIRE Q TO COMBINER BOX ORIGINAL SIZE 24"X36" �+ SS STAR WASHER TO SHEET SIZE ARCH"D" BREAK ALUMINUM FINISH MODULE FRAME D y„ ,. ATTACH LAY-IN LUG AT APPROVED GROUNDING C LOCATION ONLY.SEE MODULE INSTALLATION MANUAL FOR EXACT LOCATION.DRILLING A ® ® ® BLUE OAK En(FIGY.. HOLE OR ALTERING THE MODULE FRAME IN ANY O ULf_ 1 STRING= • • • \ P N O T O V O I T H I I I WAY MAY INVALIDATE THE MODULE WARRANTY. 8 MODULES ".., �� w.." IN SERIES wnvnie..•"�••""� 10-24 SS FLAT WASHERo FESS/pa, 10-24 ss NUT 10-24 SS © ® ® W Nu I780U LOCK � ���� � WASHER Q CTR�GPpQ�P Y E u 1 MODULE FRAME GROUNDING DETAIL ( E LAY-IN LUG GROUNDING DETAIL F ALTERNATIVE STRING GROUDING E.5 Scale:TUTS E 5 Scale:N E 5 TS Scale:1/4"=1'-0" ucsinislnioRn�'n"'S 0HrloiTO BE USED ONLY IN CONNECTION�iw%Is' oaAA is To BE 111CLOIE'TO T'EB.BBBI..I.D.NUNEISSON IC C17.08 WYE REPRESENTATIVE CONDUCTORS B AwRovEo ev. ---- ROUTE INVERTER GROUNDYMRE TO -SIOH DATE CHASSIS GROUND PER MANUFACTURER'S INSTRUCTIONS GROUNDRODWI HCLAMP CONTINUOUS GROUND LOCATED INSIDE INVERTER STRIP INSULATION AT LUG GROUND BUSHING WITH CONDUIT ENTRANCE PANEL LAY-IN LUG USE GROUND CLAMPS TIE ALL CROSSING EQUIPMENT PAD EQUIPMENT PAD AND IS GROUNDWRE REBAR WITH TIE WIRE GATE TO ATTACH GROUND FENCE LOCK NUT ROD TO REBAR BEFORE POURING CONCRETE ooL�oo COMPRESSION FITTING ENCLOSURE WALL ': .}..:'a cMNPED CDNNECTIDN WITH �ecT.Iu�sE O CONDUIT TAPPED HOLE qND BOLT —E STRANDED WIRE a A a <V M bHEET NO. G CONDUIT BODY GROUNDING DETAIL " INVERTER GROUNDING DETAIL ' GATE GROUNDING DETAIL E.5 Scale:NTS E 5 Scale:1"=1'-0" E 5 Scale:1"=V-0" a E .5 m c a` I 1 2 3 4 5 6 un Edison I eiaplifyia6 eoly (C),2007 SUN EDISON,LLC AND ITS AFFILIATES,ALL RIGHT RESERVED POWERGATE®PLUS 12500 BALTIMORE AVE. y' ■T N BELTSVILLE MD 20705 HIT PHOTOVOLTAIC MODULE � Pawar 5ylte■1 North American SOkW Photovoltaic Inverter (443)909-7260 HIP-190 BA3 III Powell Plus Inverters are the neFt generation of PawerGete°Inverters for commercial and'arge-scale gnd netted phDrov Ii pow r system that have become recognized for their m ab'lliry.energy efficienry and ea H oLuse.The SDklh'PowrG eale Plus Inverte r mcorpaates man of tre y e naturesrlg,of the Onel POW nverte erGete Ir Plus severe,tnprovemenla that sad runner value to photovoltaic Power systems Z w D y. W Power olop.t 190*110 Cod Efacal I& GJ rornee Eltciency:16.1% , itm Novt odrwr N W W ��'y ~ 00 D N H edY H 1 W 1 mm 1]1.g-1 U) C-) Z W t143mmI l^ W D a48,rim(25.W) V/ 'H- Proprietary Teclenology SANYO FIT`afar cells are hybrtd,mede Of thin mono crystal Hf�r Qi SYa� a mlicun astounded by ultra hin a eptlaweilican layers U /lr+, '��w� EnlNoave rake NEMI,]R IemrErraltr, •I Aff"I"- �� Eldenor end.RAL-7032 N O electricity O J W A.feellpalaluas dw,SANYO Hfi eta parade pudocal nlala ""'A°• L`,L O MI)than coarmaiceeal crystal icuo east _ •+Im• V Panels at the acne temperatue. �!�' U) Extended Energy Harvesting J I I- Z Unable C t m«.,..,n.••°'"ml H gh cril)low energy loss)inverter design•Both AC and DC swltChger to d oconnecl the severttt el night, Z SANYO HIi aWw panels have a black anod4ea aluminum mmnng standby(tam)bsse8•Stateof Me artmammum power pointtrading lMPPTlagohi-WNJv,' ut W W (n voltage range•Intelligent wake-up routine. W J fisme,cane pee-equipped with an elecuicWlyalfe jlncign W boa,lead vin:q Bend plug.n.pey,cmnecrNx Duratllley J L1J fe11L•ratd d1i11e Liberally rated for full power over MPPTvotege range•Propreetary NEMA 3R enclosure all eonsWctetl from D ^ Valuable realist area awaM ono-le G-90 galvanized steel a Sloped roof to dmmt rem water to the rear of the enclosure•Induatdal grade L.L N W SANYO HT®lar parrel8 ale TOG%eMekon fare,have no �a desgn including confurmal coal IPC Class III eectroric ported uraurl boards with COrllPOW1113 rated-40°C tO J =siF.q pads and prWuce no DUIVI Tire prmis am Olus 8E°C•Inverter film capacitor with a 25-year design life•Power rnagnene components with a low O /Nw�l�s manufactured sD mail`Mid, free, and hail. Anti4ellecbste ( a temptfaNre nx for long-Ile operator with continual cycling by the phoMVOltarc power plant•Desert.coltl N Q Coatirge ma)dmlZe sunlight abauption. The am of the panels 3 saLF weather,weasel c ld salt humidity!and harsh enwmnment ophans•Soft start feature to minimize AC iT+ h N J allow indi llels te se vc face wed obtain rnazirnun prat at currenlan i poterlfallyhrini gnd disturbances. fitted of apace the panels sal ten tlNn etas solar }{ onto EUVlnstallabo WdUse panel. A unique rhoni III ieedWlae lase gees, n�epau, Shgle<rlcbeure salupon Toth mulfilne cable acCeas ocatwne to minilnrzefield wiring•Enclosure desegned for lip"�i-I"IIauI 13 iedellaeon time,and moreeyforeslKWre support snaledah •e z a handling by parlet pck,fork lit or sinyicrane s Optional IZoner"integrated sub-anay caTI with anent It°llr:,•ar sm:^setlalflele morriceing•Advanced loan machatelnterfaceNMI)with d pla y vilrble in ,l and membrane keypad for CA-07-0112 190 9001 8 190 14001 easy dentlfi Corot of pore tatu ayafem ss and invader setup•Optional elecbon,,nc g rand fault deteclarlinlerruPly SANYO 111T aci panels are Bull to anet Irapectlons and IEGFDII eliminating the need to replace ruses in the event of nuisance ground faults In the photovoltaic power mean--to to arras canptiance voth eleeaieal, m � aystene,Me EGFDI aba fin a tgMm trip curve hreier Ienibrg cumeM k the event of a grand halt•Maenaitiwe to nectrnical,environment randvisal erilesia. All peels are AC phase mtepon a Ipolarity detection and lnrechon a 208tZ40`JAC version connectableinfield to ether NESTTmE menufacturM m ISO cerbhed Mctones SANVO cor4 a nsvaeYe ;a "aee9° ratings often result in beper financial ecgrernica for your SdM and Standards cusiont- Integrated OC loci daconeett swath M aolaM the nverter(olhr than GF OI ereua)from the lNwlovrak SPEC SHEETS power aya ial durag inverter ilmpecron a mentenence•Proactive osh r over.,heed power connedma ®Sanyo Energy USA Corp.Al I aghte araNsed. 1.Nor Im laide Certified tO UL1741 and CSA 107.14)1•TeaOed accord kg to IEEE 1547 includeig IEEE C62.41.2 nearq undran wwe Lrsiir ]hit layer Grid Interface Oumut tramtarrrter fa gs Name isolaton end to mret the rwerter output voltage to the grid s Hlgh-speed ant. Wending egcern-. ORIGINAL SIZE 24"X36" aP der D 201 ey so—roan syI®..mdrbaw use Ishii er 2 SHEET SIZE ARCH'ID" PMMM==l C 0 Y2• SATC N POWERGATE®PLUS BIDE ORK 1 T A I Cll.• � Pnorovolrelrs Heealical area Mechane:al(fall aclm'stits Power Spiral North Amencan 50kW Photovoltaic inverter HIP-190BA3 SA$VO Monitoring Take Extensive montonng when smpNi wth SatCon'epropn rV PV View"Plus m *or"system(detess wppkd Dine tries Elecil l in separatabullebn)•Competlonwanthrd parry mmtdregayaterna(comuntaeteryfordetana) VEIS 1. ner tit a,ww In we.n sla:mu,P—Ist IN IDO SpecNtations- ape one 'Nara ° wNmun PO Vb1.Ns m ti sbNmuin P(mEf P 1111 A 3.47 1 1 I: .I :I W ka 178M = Ep 09�� ShortcimiatWuge(ko) A 17e Nomnw Catlawa Poser aloe I. real Mmmum Power Pmnl W 17/ rso,nnJV i �,�\CP a awwOly as4mun System Voltepe Y sup va 416114-MR 1u-1xx /JF Series FuseR A fe Non. manorE�-OveromerliTa n p\E T wCoaaWara 7VIC 430 Rn..mIF meT.a ratae Coaalkvet -0.teD ,award PhasesoarFagatl ur ad DATE Effistiel TNIs pMyallo IS THE PROPEatY a 9UNED19ONTpensae CDENW llpso) BrA 0.05 aver Fag.-A Anna gar uo.TNISINFOR•MTIONISCONFIDENTWANDaTO BE UMDONLV IN CONNECTION MHKcal eras See awAW Sbllde Mee R 127 G tMmrni i6'^0Y BE EDevsuNEDISON .NitPARTISTO m arIs�LOSED To OTHERS vTNOUT MitheN muare 3a.BION FROM auNEDaON LLCR., Maumum MPPT Yvnape RargeOpoaW lnwr 110 1 4.17.08 1.Vwws arerv,bY imsbmw Tap lfullpaaerT rulgo sDluga� LSIC Lka Twa25QAM1b.liwOMor CanineP a 0-112A 0-177A yyyL 1 Pit,QI Twiw 200 AY 1.5,00p WMT.1 nh wik 000 VAg ENGINEER WYL fietionderes on Irrational� alq on Tionerseerflurs , RwaNe) plrarrr) r e p MPRONED By ____ ssa�ber I"Poo Fiw Rakg NonmJtled r7s O AY14.mYM Zeno Pennell Ner reelrew PV NO REVISION - - •-.._ - - -_ �4..e._ Oucbm-DNges d.Pruec9an F.­E­p_-Mllll �_.... 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DC Gravb Fault 2A Free rasa oesq,iE.^.FCn �11 pw bow prey aCwe es mpawned M prclafaema m pWaaaav may cCagewaioalwee. 9maoyrnnlW nR"_salsas wpvsb lnpa:n rust Salcm wPlrwY aalaae Ne dg YNw P _ Bee sepase bullet,for of ls� 5NIY0 EmW(DSAI Corp. ^��^'•'^'•"�••'•'"`^••"'�'. P ter arAbd sla laecn ol3°Deny GaeewaY RO.IECT-BE. 2055 STryo Av wri. 9pae11u16s a s sabi d to cheog,wht,ut no k-Confect Sather Power Syatema for wmplete details Soli Diwo.CA Dd 154 www.srgwcrNaidllsldrascar -E. ones Case N2710e a A O satCon Power systems Phone:.1905639.4692 EA 2 Pape 2 of 9 V w.SAG-.cvm Emwl.PYSaks@PSatGvn.cvm N cvt Ot SHEET xo.. O O on, N E.6 a 1 2 3 4 LABEL AND MARKINGS LEGEND: 5 6 Sun Edison- GENERAL NOTES FOR LABELS AND MARKINGS: wkwhfpilg� O PROVIDES THE LOCATION OF THE SERVICE (C),2007 SUN EDISON,LLC AND ITS DISCONNECTING MEANS AND THE PHOTOVOLTAIC 1.LABELS AND MARKINGS SHALL BE APPLIED AFFILIATES,ALL RIGHT RESERVED DISCONNECTING MEANS. THIS PLAQUE SHALL BE TO THE APPROPRIATE COMPONENTS IN APPLIED TO THE MAIN SERVICE DISCONNECTING ACCORDANCE WITH THE NEC. 12500 2 TSBA LE,MD E AVE 3" 705 CAUTION MEANS AND THE PHOTOVOLTAIC DISCONNECTING 2. 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W' W PHOTOVOLTAIC ARRAY" DISCONNECT(1 TOTAL) O J ROOFTOP LOCATION 8 5.LABEL"A"WILL BE ETCHED WITH WHITE F- F- O ® G» O PHOTOVOLTAIC COMBINER BOX GENERIC GRAPHICS ONTO 1/16"RED PLASTIC PLACARD. W U) Z ® PV I NVERTER(S) WARNING LABEL APPLIED TO ALL PHOTOVOLTAIC THE LABEL WILL BE EFFECTIVELY BONDED TO J Z ® COMBINER BOXES; 1 PER COMBINER BOX(3 THE EXISTING FACILITY SWITCHBOARD AND W (n ui J ® ® ® PV METER LOCATION TOTAL) THE NEW PHOTOVOLTAIC SYSTEM W () ® ® ® UTILITY AC DISCONNECT DISCONNECT. D Q W W ® ® LLJI FOR SOLAR PV SYSTEM LABEL FOR SYSTEM OWNER'S KWH GENERATION J Q N Y ® ® (OUTDOOR) O METER;1 PER OWNER METER(1 TOTAL) Q ( Q fn fn N -.1® ® ELECTRICAL SERVICE LABEL FOR SYSTEM OWNER'S KWH GENERATION ® ® © LOCATION METER;1 PER OWNER METER(1 TOTAL) HND,E°rN°MD R LABEL FOR REQUIRED SGIP UTILITY METER CA-07-0112 © SOCKET;1 PER UTILITY METER(1 TOTAL) LABELS & 6„ MARKINGS SCE 6 PHOTOVOLTAIC COMBINER BOX ORIGINAL SIZE 24"X36" FVPHOTOVOLTAIC SYSTEM SHEET SIZE ARCH"D" PHOTOVOLTAIC MAINTENANCE TERMINALS ON BOTH LINE AND c ° UTILITY SAFETY O DC DISCONNECT SWITCH LOAD SIDE MAY BE ENERGIZED BMUo7O.V!.LT .1(S 0. __ � DISCONNECT SWITCH WARNING: WHEN PHOTOVOLTAIC MODULES ARE MN.�GN°- -°- �°"m ELECTRIC SHOCK HAZARD. DO NOT 3„ EXPOSED TO SUNLIGHT. 4" C TOUCH TERMINALS. TERMINALS ON -- VSUnEa;son- MAXIMUM VOLTAGE: 600VDC ���� ° -` WARNING: BOTH THE LINE AND LOAD SIDES MAY OB ELECTRIC SHOCK HAZARD. DO NOT BE ENERGIZED IN THE OPEN POSITION. MAXIMUM CURRENT: 6A/POLE TOUCH TERMINALS. TERMINALS ON BOTH OPERATING VOLTAGE: —400 VDC ;b. C .NE=I:'- 6° INEDWEO DNO WDNK SUNEDI80.LL0.HO-ISN THE LINE AND LOAD SIDE MAY BE OPERATING CURRENT: <10A/POLE HERM1SS1DNEF-lJNED-NOMTWRR EN OM9UNEOIBON,LLC. ENERGIZED IN THE OPEN POSITION. 6" 41.08wyL M. VA'L 4" B - AC DISCONNECT RATINGS: �r PHOTOVOLTAIC MAINTENANCE �/4" TYP. .-IONOPERATING CURRENT: 60 AMPS DC DISCONNECT SWITCH & PHOTOVOLTAICO__. OPERATING VOLTAGE: 480V AC F T � —�F MAXIMUM CURRENT: 75A/POLE DC DISCONNECT RATINGS: GENERATION METER VOLTAGE: 480V AC ODMAXIMUM OPERATING CURRENT: < 60 AMPS 3 OPERATING VOLTAGE. < 600 VOLTS DC , SYSTEM OWNER MAXIMUM CURRENT: 100 AMPS/POLE MAXIMUM VOLTAGE: 600 VOLTS DC GENERATION METER —D.Rll— H UTILITY SGIP METER A suE a O M , Su- is°° SOCKET �EE,ND a E.7 N G a i I 1 2 3 4 5 6 Sun Edison'- simplifying... NOTES: (C),2007 SUN EDISON,LLC AND ITS -- — AFFILIATES,ALL RIGHT RESERVED LEGEND 1. CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL 12500 BALTIMORE AVE. EXISTING BUILDING STRUCTURAL MEMBERS;LOCATIONS BELTSVILLE MD 20705 MAY VARY. (443)909-72b0 - INDICATES NON-PENTRATING PIPE LEG E F-- Z i 18 TRUSSES 7'-0"O.C.=126'•O"VIF 4 TRUSSES 08'7.114"O.C.=26'A'VIF APPROX.B-214"VIF W -J 0 - INDICATED PENTRATING PIPE LEG U 2 N 7'-0"TYP. pi Lu c� V-71"TYP. L(� 4 FOR INVERTER PAD REINF. U) (+) z 0Nj NOTE: AND EQUIPMENT ANCHORAGE >- W Q EVERY OUTSIDE AND INSIDE CORNER OF SOLAR SYSTEM SEE U W Q U REQUIRES A PENETRATION. SEE DETAIL �H LLI S.2 m C o UU O s.z w f z Z H AC W U) W U) T. J 2'11" W U W D Q o- N w 401.411 SPAN _... .. A E B O H rn Q - - - .. VERIFY _ _.....- 11'•71�" 0 p�f N J - S.3 TYP PROJECT NUMBER. _ - - CA-07-0112 SNEET TITLE. _. ROOF S OKE VENT H C HT. MOKE VENT E Ec-�T . ATTACHMENT HT.1'-3" - PLAN E:lH AC HT. ORIGINAL SIZE 24"X36" SHEET SIZE ARCH"D" sr-o° .. ........... ....._..__ ..._....... __....... ...... _ — ____._ _. .. —--..... _.__ .............. -. -.__ — - __ .. __- _.. __...__. 0 BLUE OAK Ef1ERG41N NmN 0 T 0 V 0 LT AI„CS 40'-0"SPAN BT MP. VERIFY Essf 34'-34" ._— 32'•2" 0 R. No EXP.12-71-06 THIS DRAWING IS THE PROPERTY OF SUNEDISON. Hr LLC.THIS—MATION IS CONFIDE—ANDIS TO SE USED ONLY IN CONNECTIIXI W YJDRM .6' DESCRIBED BY SUNEWSON,LLC.NO PART IS TO SE DISCLOSED To OTHERS WITHOUT WmtTEN SEE PERMISSION FROM Sl11EDSON.LLC. DATE 4.7.08 m oRAva BY WVL ENDBIEER. WYL LS OKE VENT OKE VENT S OKE VENT B APPRoveO Br. ---- HT.V-3" HT.1-4-" HT,1'•3" H C HT. SMOKE VENT '•10° HT.1'•3" N0. REN810N DATE HVAC HT 44'-0"SPAN -- - — - — VERIFY zr.1o4..... — FF 14'•104° PROJECT PHASE. ED— A116„=11-01, � cli I In I cn 20' 40' SHEET NO. 0 S. 1 a 1 1 2 3 4 5 6 NOTE: ALL COLD FORMED MEMBERS SHALL BE GALVANIZED 41 Sun Edison 3 Y8„ —Z„ si plirying w1w !1`——I (C),2007 SUN EDISON,LLC AND ITS 2)18. ° D o ° AFFILIATES,ALL RIGHT RESERVED �� e/T s 12500 BALTIMORE AVE. N ° ° D ° ° ADJUST SPACING 0 O PIPE BELTS SVILLE,p D 20705 J�" ,�Ep COLUMNS TO BEWITHN6" OF TRUSS E II [ IY2 F ° ° ° ° ° PANEL POINTS. 11® /2.. I 2�/g I 35�g Z �4 +� 2%4"— B W Z CHANNEL (16 GA.) Z CHANNEL (16 GA.) L—BRACKET (14 GA.) U—BOLT SUPPORT LEG (16 GA.) SUPPORT FOOT (16 GA.) BACKING PLATE S.2 SOLAR MODULE J ASTM A653, GIRD ASTM A653, GRID ASTM A653, GRID STAINLESS STEEL ASTM Al GRID ASTM A653, GIRD A" GALVANIZED STEEL Ss REAR L—BRACKET C) Fy = 50 KSI Fy = 50 KSI Fy = 50 KSI Fy = 50 KSI Fy = 50 KSI 3' FRONT L—BRACKET Lu M / A } RACKING COMPONENTS W S.2 Scale: N.T.S. V) co z co z N U) I Q SS BOLT U W Q U " S.S. BOLTS TYP. FOR ALL FLAT WASHER o NOTE: 3'-0 MAX. CANTILEVER FOR 4' & 6' Z CHANNELS J W PURLIN ATTACHMENTS STAR WASHER S.z F— 0 Q MINIMUM 2 HV\-6 NON—PENETRATING SUPPORT H U � p GROUNDING sz I " Z CHANNEL S2 W , z z LUGS ON EACH EXISTING STEEL OPEN—WEB I j w W J MODULE. x TRUSSES ® 5' O.C. 0 W EXISTING ROOF D Q a Ln W OPTIONAL: MODULE CLIP MAY BE o J PENETRATION POINT USED IN PLACE OF J" HARDWARE TO —• I ._,.___.1. ____ ,. __. _J_.__. _._ . I O � m Q SECURE FRONT OF MODULE ��STAR WASHER rM R a (n U) N J FLAT WASHER S•2 RACKET Lo D TYPICAL RACK SECTION pECT NUMBER ATTACH SOLAR MODULES WITH 3/8" S.S. HARDWARE Ld o S.2 Scale: N.T.S. TYP. ® 6 FT. LBS OF LOCK WASHER rn CA-07-0112 TORQUE NUT I k I I T I ui z BOLT STACKUP �- -- _-- — ---- w SOLAR MODULE -. N Li SUPPORT RAILS 4" Z CHANNEL FRONT RACKING ATTACHED TO L—BRACKET L—BRACKETS W/ I T DETAILS (2) #12 TEK °O SCREWS ° ORIGINAL SIZE 24"X36" SHEET SIZE ARCH 6" Z CHANNEL EXISTING STEELF_ f FRONT AND REAR L—BRACKETS S.1 — 7' MAXOPEN—WEB TRUSSES 0 v ATTACHED TO 6" Z WITH (2) J" SS eSEE S.1 _ 4' MAX, B 5' O.C. C BOLTS ® 25 FT. LBS OF TORQUE. SZ BLUE ORH Ef1ERGJ... II �m^.OTOVOITAI(S _ B MODULE ATTACHMENT DETAIL TYPICAL RACK PLAN EXISTING ROOF STAMP 32 Scale: N.T.S. 8.2 Scale: N.T.S. Pf ESS1pl,. EXISTING STEEL OPEN—WEB R.Ogi� 1/2" U—BOLT (2 3/8" I.D.) TRUSSES @ 5' O.C. N°.-S;a TO FIT AROUND PIPE LEG oC( FRONT ELEVATION • °� 'Z-"� ISOMETRIC TYPICAL RACK ELEVATION THIS HISO O NNOIS THE PROPERTY OF SUNEDISON. 6" ZEE PURLIN 3,2 Scale: N.T.S. LLD TRISIIsiNFDRM oONMDONFIDEN w nNDis TO BE USED ONLY IN CONNECTION WRN NOPI( DESCRIBED BY SUNEDISON.LLC.NO PANT IS TO BE DISCLOSED TO OTHERS 1NTHOUTN Mhl PERMISSION FROM SUNEMSON,LLC. 2}"O SCH 40 GALVANIZED PIPE FLASHING > DaTE 4.z08 NOT TO EXCEED 30" LENGTH � oasmBY. WYL CUT OUT ROOF FLASHING ENGINEER wrL INSULATIO EXISTING ROOF MEMBRANE o00o nPRovEOBY: -'-- °�°� ISOMETRIC EXISTING ROOF INSULATION NON—PENETRATING SUPPORT 0000000000000 ono°oQo� EXISTING ROOF DECK ATTACHED TO 6" ZEE PURLIN N-SION C.TE WITH (4) #12 SS TEK SCREWS F 14" X 54" X j BACKING \\—#14 (T5) FENDERHEAD SUP 6" ZEE PURLIN PORT HEIGHT VARIES AS RACK ISOMETRIC PLATE ATTACHED WITH 8.2 Scale: N.T.S. (15) #12 TEK SCREWS SELF—DRILLING SCREW OR NON—PENETRATING REQUIRED (2) 1/2" U—BOLTS EQUIVALENT GALV. (TYP. OF 2) SUPPORT LEG NON—PENETRATING till y" MIN. SUPPORT FOOT o0 0 000 00 00 WEAR PAD ON EXISTING SUPPORT JOIST EXISTING ROOF MEMBRANE. FRONT ELEVATION 12' OVERLAP SPLICE IN SIDE ELEVATION SIDE ELEVATION Z—BEAM CONNECTED 3 16 o ROOF ATTACHMENT DETAIL USING (4) J" GALV }" SE BA WELDED BOLTS TO SE PIPE 4 ROOF TYPE: BUILT UP ROOFING OVER RIGID PROJECTPN�E 0 0 BASE WELDED INSULATION OVER 1-1/2" METAL DECKING 0000000 00000000o TO 2—j" DIA. SGµE PIPE. ATTACHMENT: N0. 14 — T-5 FENDERHEAD SCREWS AS SHOWN 2 2TYPICAL OF (2) PER WELDED BASEPLATE. SIDE ELEVATION A a SUPPORT LEG ATTACHED TO v TRUSS TOP CHORD UNISTRUT 3/8"0 BOLTS WATERPROOFING: USE SURE—SEAL FLASHING PER f FOOT WITH (4) J" GALV BOLTS � WITH CHANNEL NUT AND MANUFACTURERS SPECIFICATIONS. ® 24 FT. LBS OF TORQUE FRONT ELEVATION #14 (T5) FENDERHEAD SPRING SELF—DRILLING SCREW .*--EXISTING ROOFING SHEETND: o o D 000 0 0° ° °o°o°o XISTING INSULATION 4v OR EQUIVALENT GALV, P1000 UNISTRUT 8" LONG o000000a000000000Q00000000 (TYP. OF 2) PATCH AND INSULATE ROOFING UPON XISTING ROOF DECK . COMPLETION OF POST INSTALLATION G BEAM SPLICE _H PENETRATION DETAIL I NON-PENETRATING FEET DETAILS S.2 Scale: N.T.S. S2 Scale: N.T.S. _ _._._---__.- -_ S,2 Scale: N.T.S. 4 1 2 3 4 5 6 *-'�Sun Edison ximpirying rohr (C),2007 SUN EDISON,LLC AND ITS AFFILIATES,ALL RIGHT RESERVED STRUCTURAL NOTES: 12500 VILE,MID2TIMORE 705 BELTSVILLE,MD 20705 (443)909-7200 CONCRETE: f'c = 2,500 PSI SATCON PVS-50 E ~ INVERTER REBAR: A.S.T.M. A-615, DEFORMED GRADE 60 Z W_ J U 1 1 2" DIA. GALV. N - PIP , SCHED. 40 FENCE POST Lu r W g ® g M N Z rn a � > Q 7Mw W low U Q U m GA DIA. J W 0 w GALV.PIPE 0 Q ® W' d4 � 0 0 + W �4 z Z® 5/8" DIA. x 4" EMBED HILTI KWIK BOLT TZ (ICBO ESR-1917) N J Un W Un 9 GA.WIRE W J EXP. ANCHOR. NUMBER AND LOCATION PER MANUFACTUER'S a MESH W U RECOMMENDATION. w J Lr) W GRADE SPECIAL INSPECTION REQUIRED FOR EXP. ANCHORS. a COMMERCIAL D Q 0- N W J Q N Y NOTE: CONTRACTORS OPTION TO USE 5/8" J-BOLTS WITH 4" Q CT) Q MINIMUM EMBED - SPECIAL INPECTION NOT REQUIRED FOR 1'-0' Un (n N _l J-BOLTS. MIN. I•aOJECT rvUMBER'. CA-07-0112 NEW 6" CONC. PAD REINF. W/ #4 ® 18" O.C. EQUIPMENT EA. WAY AT MID-DEPTH PAD -50KW ORIGINAL SIZE 24"1 1EQUIPMENT PAD FRONT ELEVATION �TYP. FENCE FOOTING rc TYPICAL FENCE POST SHEET SIZE ARCHI'D" S.3 Scale:N.T.S. g,3 Scale:N.T.S. g g Scale:N.T.S. mmmI 0 y, BLUE OHK Ef1ERGY. R O T Ov 0 LTR III S MrIwt NM.dwR....M."`aB.m Mn ESSI y No. 3 ' co M EXP.12-31-0E OF Cy.\F� DATE: THISDRR GISTHEPROPENTYCFSUMEISON, LLC.THIS INFORMATION IB CONFIOENTW.AND IS TO SE USED ONLY IN CONNECTION NTH WORK DESCRIBED SY SUNEDISON.LLC.NO-IS TO EPDXY ANCHORS BE PERMISSIONEFROM SUNED TO ROISON�ILC.OUT WRITTEN 1. ADHESIVE ANCHORS SHALL CONSIST OF"ALL THREAD"OR DEFORMED REBAR DATE 4.7.08 WITH NUT,WASHER AND ADHESIVE. pUNM 0v: WYL 2. THREADED ANCHOR RODS SHALL BE MANUFACTURED FROM: ENGINEER', WrL SAE 1018 MEETING THE MECHANICAL REQUIREMENTS OF ASTM A307,GRADE A APPLICATION B APPRDVEOBr: ---- 3. REBAR SHALL BE GRADE 60 PER STRUCTURAL NOTES.REBAR SHALL BE DEFORMED AND CAN BE COATED OR UNCOATED. N0. REVISION T. 4. THE ADHESIVE SHALL BE A TWO COMPONENT,HIGH STRENGTH,LOW DEFLECTION CERAMIC FILLED EPDXY AS SUPPLIED BY ITW RAMSET/RED HEAD IDENTIFIED AS EPCON CERAMIC 6 (ICBO#4285),SIMPSON SET EPDXY(ICBO#5279),HILTI HIT HY-150(ICBO#5193)OR EQUAL INSTALLATION: ADHESIVE ANCHORS SHALL BE INSTALLED IN HOLES DRILLED WITH CARBIDE BITS CONFORMING TO ANSI 894,12-1977.ANCHORS SHALL BE INSTALLED PER SPECIFICATIONS AND THE MANUFACTURERS PROCEDURES. EPDXY ANCHOR OR REBAR EMBED AS INDICATE ON PLANS OR 12d PROJECT PH95E. scnLE a A DO IN S .3 ° TYP. EPDXY ANCHOR & REBAR DETAIL E NOT USED c S.3 Scale:N.T.S. g g Scale:N.T.S. G a Oriel Engineering l � Structural& Bridge Engineers 16980 Via Tazon, Suite 200 Phone: (858) 335-7643 DR ' sTDiego,San CA 92127 Fax: (858) 451-6142 Structural Calculations E PROJECT: Solar Electric SysteBUS JJieD"oQJ I S I O N ' (Project# 480.090-08 ) Sun Edison Project [CA-07-0112] CLIENT: Sun Edison a W% r�^ ..� f 1 ' DESIGNED BY: Oriez —Structural Engineers J.L.Q./D.R.O./D.J.F. This signature is to be a wet si nature_ DATE: 04/08 not a Co Ry' Q F ESS l p ��Q W R 4p{ is No. S/� � 1 * EXP. 12-31-08 SIRUCTU�P��a�P OF CA1�F Signed By: (This set of calculations has pages.) 2 Oriez Engineering ' IE Structural and Bridge Engineers fOR ,� Structural l I i Ca cu at ons - Table of Contents 1 Solar Electric System — Staples Lake Elsinore, CA Oriel Job No. 480.090-08 Sun Edison # MCA-07-00112J 1 1) Scope ................................................................................................ i ' 2) Design Loads .................................................................................... 1 to 2 1 3) Solar Panel Layout on Roof & Detail .......................................................... 3 to 4 4) (E) Roof Framing ........................................................................................ 5 to 6 ' 5) Check (E) Roof Framing ............................................................................. 7 to 18 ' 6) Check (E) Building for Added Seismic Mass ............................................... 19 7) Solar Panel Manufacturer's Info Sheet ....................................................... 20 1 8) Appendix A - Solar Panel Rack Analysis & Design ..................................... Al to A63 1 9) Appendix B — Wind Force Analysis ......................................................... B1 to B3 10) Appendix C — Inverter Cover Design & Inverter Anchorage ....................... C1 to C7 1 1 I i 1 1 ' Orie2 Engineering Project and Location: Solar Electric System —Staples— Lake Elsinore, CA Oriel Job No. 480.090-08 [CA-07-0112] Scope: ' To provide a structural evaluation of this existing 1-story building roof system to verify capacity to support weight of new Sanyo HIP190-BA3 Solar Panels. ' Note: By adding the Solar panels on the roof, it would be virtually impossible for the roof to ever experience Live Load. To be conservative the existing roof framing is checked against a total Dead Load of 19,5 lost (15.0 psf + 4.5 psf solar panel + rack weight) plus a Live Load of 20 psf. ' Roof live load reductions per CBC section 1607.11.2.1 are used for checking members. Codes: ' California Building Code (2007 CBC) Design Criteria: Loads: Manufacture Provided Design Weights 1 Sanyo HIP 190-BA3 Solar Panels, Wt. = 2.6 psf (use 3.0 psf) ' Material Properties: Light Gage Metal Framing: Fy= 33,000 psi for 18GA Fy= 50,000 psi for 16GA& Heavier Wind Design Loading: Our wind design load for the front solar panel row is based on ASCE 7-05 using 85 mph basic wind speed and Exp. C. The solar racking system is considered as an "other structure" and a rooftop mounting factor is included of 1.4, based on ASCE 7-05 section 6.5.15.1. Existing Structure: The existing building is a one-story, 124'-4" wide by 174'-0" long, 8" CMU wall building. The ' existing roof consists of 1-1/2" metal deck supported by 26" and 30" deep open-web steel truss joists spaced at 7'-0" on-center that span 40'-4" and 44'-0" respectively. These are supported by 40"deep open-web steel girder trusses. ' Solar Panel Rack System: The solar panel support rack (7'x10') consist of 2-1/2" dia. standard pipe legs with light gauge steel Z-purlins and L-angles. The pipe legs are anchored directly to the existing open-web steel ' truss joists with metal screws. Based on our analysis the pipe rack legs are anchored at every 20'-0" on-center. The solar panel rack has been analyzed with computer program "RISA". The results of this analysis and design are presented in Appendix "B" ' Distribution of wind loading on the panels and rack is based on wind tunnel testing by Sun Edison and is presented in Appendix A, titled "Wind Force Analysis of a Building-Mounted Solar ' Photovoltaic (PV) Array". The wind tunnel testing shows that the front row of solar panels provides shielding of the interior panels. The net effect of the shielding is that the wind force on the interior panels is reduced by approximately 75%; as such, our wind analysis assumes a full 100% horizontal wind load on the front solar panel row and 25% horizontal wind load on the ' interior solar panel rows. Findings and Recommendations: 1. The.existing 26" and 30" deep open-web steel truss joists are Okay to support the additional 4.5 psf weight of Solar Panels and support racks. Page- 1 IE 2 01*2 Engineering Project No.: 480.090-08 PAGE No.—OF OR Structural&Bridge Engineers DATE: 04l21/08 16980 via Tazon,Suite200 Phone#•(858)335.7643 PROJECT: Sta Ies-Lake Elsinore CA San Diego,CA 92127 FAX#:(856)451-6142 BY: D.J.F. 1 Gravity an rn Design 09 S CODE: 2007 Calrtomia Building Code(CBC) ROOF DEAD LOADS: Roofing 4.0 psi 2 Metal Decking .5 psi Open Web Steel Joists 2.5 pal Suspended Acoustical Coiling 1.0 pef MOCNEWricallPlumbing 1.5 pat (ducirg.cen¢uit.piping.spnklwkQ ) ' Suh-Total 11,5 ps psif Total 11.5 psI Use 15 Pat par original design docu merits Solar Panel.Rack DL= 4.5 psf ROOF LIVE LOADS: 2007 CBC 1607.1 1 2.1 S lope= <4:12 Tributary Area- —200 ft•2 ===.a 20.0 Pat ' WIND: Wind analysis based on basic wind speed of 86 MPH,elipoaure C,and a rooftop factor of 1.4. Ralerence Appendix A for Wind Forces 1 1 Page: 2 a Oriel Engineering Project No.: 480.090-08 RAGE No._ of 0/Z f,va= Structural&Bndge Engineers mc+te,.. DATE; 04/71108 16980 Via Tazon,Suite 200 Phone#:(858)335 7643 PROJECT: Staples Lake Elsinore,CA San Diego,CA 92127 FAX#:(858)451-6142 1 amp esign Loads Code:2007 CBC,ASCE 7-05 CHAPTER 11,12,13 SEISMIC DESIGN CRITERIA Soil Site Class:D Table 20-3-1,Detauk=0 Zip Code:92532 Su : 150 %g Figure 22-1 through 22-14-2003 USGS S1:59.7 "/og Figure 22-I through22.14-2003USGS Fa: I Table 11.4-1 ' F„: 1.5 Table 11.4.2 Sms: 1.5 F.-S. %1:0.8955 F,S, SDs: 1 2rd(SMs) Sul:0.597 2r3(SM,) Occupancy:If I-MRlnr(Ip=1.0): II-Standard{Ip=1.0); III-Pubhc Hazard(tp=1.25); IV-Essential(Ip=1.5) Design Consideration:F F-Flauble Diaphragm;R-R,g!d Diaphragm Seismic Design Cat(.1 s):D 1 Seismic Design Cat(1 s):D S1 <0.75g:NA SDC: R;3.5 Table 12.2-1 ' I 1 C,::0.2857143 C.=Ste!(R11) Building Period; ' Structure Type:O S-Steel MRF; C-Concrete MRF; E-Eccentrically braced steel balnes: 0-Mother structural Sys. building height It=30 C,=0.02 x=0.75 T.=0.256 C,(m,)' Tt-=8 Fgure 22-15 Cs Limits: Ca mar=0,665 C.=Sot/r(FVI) for T<'Tt C.= for TT, 1 Cs.mm-0.01 C,.1.=N/A c,=0.5S,gwU fors,>.0sg C,4.n=0.286 ' V=CsW V=0.286 W VASE=V/1.4=0,204 W 1 r r �■�r �w r r r � r � r r r ■■r r r � r r t z s 4 s e Sup Edison' MM 9w EmcN uCAi9.`I NI{4R2,l1 RL"+-x[SERf® LEGEND 1. GONIR9CTO 9ALLV"V@1 CT LOCATKME ALL 1LC ani 4/nE 4YE ExI9SNC BULDblu srnt r:iUM,LIEN91ER5;LI A KM AIMM LI E,21C *i�'"-- 441Y (.i519CP-�Cp --I NOI-PEN11I RVE LEC E f" In�n.s.�re•oe.t}u•LF .n.isu,e Fe'r.�M•r.;.....s;�Y nwfi. Uf p -N90IAN0 PE1,11RA79C RPf tEC U } w m � NO1F EVERY OUTSIDE AND IN90E CORNER OF SOLAR SYSTEM PLWIRES A PENETRATUN SEE OETA< O ' A U Z ss w� LU V' U W 4 Q In W N 4P4•SPAN O Q VFWY U7 U) N Jl IfJ�. CA-07-0112 �^ROOF ATfAChIMENT PLAN i <�•�- ❑ OR6piNL stli 9—W SMEUSRt.hRUHV C III I:s x aE nL LfIFAV-1 {il'.ITBPAN , LIMA VER{"f • Y a . I T C. 1 _ - A x va•t T In n� a, s 0 20' 40' S.1 r rr r� r rr r� r i■■e rr r� r� r �w � �r r� � r � 1 2 3 4 5 6 ftf= ALL.COLD_r.ORYED:1i mkRq_%0. .K-c1ILVAMzED} SNR F.Jiwn' T9L1 AN111150E RES T .*• > L ALLRrM1o<4dnY0 � TyOfE:AOAZT SACING OF 1 0 f41+E QTLTA4fIg TO BE WRNN 5'OF TRUSS TT{I- >k' FANEL PoNTS. F' #' Z CHAIItgEL(16 CF,) Z CHANNEL(IS FA) L-BRACKET(14 GA) U-BOLT SUPPORTC LEG((1B CA.) SUPPORT FOOT(S6 .:J BACON G PLATE SOU LUR AIM LE � ASTM AB53.CPO ASM A653.CAD ASTM 1653,CRD STAINLESS STCCL AS'TN Afi$3.GRD ASTµ A653.ORD A'GALVANIZED STEEL REAR L-NRACNET () �FY=SO KSI FT.5D-M FT•50 K31 it.30 NSI rY 50 H51 L-9ROCKCS N t t RACKING CDMPON9NTS r w r.. W L ey coo ZSS DOLE CJI L1.1 Q L) ct S.S BOWS rYP.FOR All T7Sl (� C3 Rs s acasATTAC NC1+Ti r ITAT WASHEP ° GadTC 7=G_•A45Y..CANTILMR.FOP._A_y b_Z_CwIa+ELT) a 0 J $TAP.WASHER N ' q SYAP rN OF Z I 1101'-PENETRATMI, ING ptpPDTTS U N ¢4� GPOUNOII+C \ 6'Z CHANI+EL LUCT Ott EALH I --lr"' -Er.Kr1NG STEEL OPEN INS, LL(!) 1 I PussES o 5'O.G. m Lu (�W I �EX'15DNG ROOF p J It) OPr1a+AL•M0G(4E CLP NAY 0 1 I PUT MAUDE POINT O r ry Y ELI USED IN PLACE OFRARDVNRE TO SECLKrE FRONT Of MOLNILE STAR xWSRFR 1 REAR of � DI TYPK:AL RACK SEA-� �fn N ArTArH SOLAR MODULES FLAT WWHER 'V/ 1>rL-BRACKET v) I Sy TVIK N,TA TTP.9 6 rl• LB5 M LOCR WASHEP b L•I •.CA-074412 TORQUE b L BOLT$7ACF:l1P -• --• — :— .y SOUR NODULE '0:--L g FROM I SUPPORT-11 ATTACHED TO L-94I_KEl / RACKING :-tTPACKETs w/ I I I DETAILS r=)(1I TER i SCREWS 1 t pYN4EL -yI S�FETSR'E Mca+1T FRONT ANO REM L-BRACKETS J E'rICH SAEL SEE g.,T7_tlP.6._: OPEN-WEB TRUSSES ATTACHED TO e Z wRH(Z)S�55 SCE.SJ-14:K1/,M.,—_ 5'O.G BOOST 2S K.LEW OFT C. � 1 BIDf ORK BTB70U. r°1 MODULE ATTACHMENT DETAIL ' PICAL RACK P M%14mc ROOr bwlt H.i,e, 92 Sale TLTS U \ - ...- I/2•U-BOLT C'3/9'LO) TRUSSES 5 OPEN-wFB 70 RE MOUND PIPE LEG BSSSESES a 5'O.C. FRONT LEVATION T I^ \�_ E TYPICAL RA ELEVATION - 6'ZEC PLAIL+N S.A.N.TS. "'�• Tf'i SO4 AO CM.VANI7EO PPE NOT TO EXCEED 30'LEIIGTN /-FLASHNO CUT•M ROOF rFLASHING 04SULATK) EXISTING ROOF MEMBRANE 1 _ CXISRNG"OOP NSULAT1011 +�D--E?B!'� NON-PENETRATING SUPPID S p i" E%I$T1NG 500E DECK O } L••!:�`•?I. =..P..`° ` r, ArtACHTD'0 fi i[C RJRLN \ WRH(A)j(12 55 1CK SCREWS F TA'X'5.FT X�EMCWHO "�6"2EE PURLIN RACK MWIFrRIC MATE ATTACHED W1IN /14(15)FENDE"HEAD ­SLPPORI NEICNI VMEs AS 9 wN,m " (15)I11 TEK SCREWS SELF-DRILLING SCPEw OR NCH-PCNEIf+ATINO REOVIREO I2) I/7 U-B0L75 EOGWILENT WLY.(,lYP.OF 7) 4,PPOPE LEG r NOFI_PENETRATING t "WIN. t SEAPORT rON `ET151RIG SWRIRI JOIST WEAR Rx0 IX+ ETC•`'L°o"!o••°•Lg$•erk'9•" EngTItIG RODi O MEMBRANE. �PfM rL FVAIIfiN 17.OVERLAP SPLICE IN 510E ATION Z-B[AN CONkCI,'IEO � S 16-P• P.00F ATIKHMFM DETAIL USING(A)r CALV (%BASE WELDED BOLTS % TU 7)'0 PPE 1'° P TTP-BUII LP NO INC OVEP RIGID o :"BASE wF LOEO 1NSULATION OVER 7-1/2"LITTAI.OECKINO oL4:AEi- •a,'e,°°d_: TO 2-1 DIA. ATwHwNr• No.14-T-5 rENOERHUO SCREWS PIPE. TYPICAL OF(21 PER WELDED BASLPUTE. xs nIaxru 4i TAtAs TOP 01gR0 UNISTRLR 3/8'0 BOLTS ELEVATION SUPPORT LEG Al1ACHEO 10 A WRH CHANNEL NUT AND WATERPROOFIFIC U5E SURE-SEAL FLASHING PER roof W17H(41 3-1ALV BOLTs I� j� Vey /la(75)FENDE RHEAO- MATNUFAC1W+ERs AECtfICATNWTS. •14 IT.LOS OF 1CROUE SELF-DMLLINC sCMW SPP:MC %STING ROOFING _ of, EWNALLM GALA. P1 OOO UNtSTRUt 8' )•`u: STING NSULATON w CD ` MR.DF 2) LONG PATCH AND INSULATE ROOr W-UPON c`o°e�e�u e. e^`e)°� XISTINC itpOF DECK BEAM SPLICE H PENETRATION DETAIL coMPLenox Or nosT INsrALuna+ .T.L [+ Tom;` bake M's \5?j 9Tyt N.TS. L NO RATING FEET DETAILS J, 'A S �i es sme M.rs ' Page: 5 i 2 3 4 bm IM' f I I A 1 I r I 1 I I , � b " 1 I I s, f, I a , : s s a a s a 1 1 � „ I 1 n 1 A-I 1 1 I 1 1 I �0.• 1 l I I 1 ! , I s rx � .er-a.�•-s I o h �Mc(%� Lie— I ' ...+a.. r,rnll nnnr 1-e+•11,•rn nl•�I L"1 D/H�C CDALIIAIr D)A#f Ir r rs e■r �r ■r rr �■■� I� r1 r� rw s� �■�r s rr �r ■r ar § n � „ 0 4 11 i v n � D QRSRBRBBS 64bb5 Do gap fill Iff-4 1 1 111 x PP f Fr `o off � q ° x 1j Q e iR if B: o Lim J;j L Im L LAKE ELSINORE MARKETPLACE cf)N H DIAMOND DEVELOPMENT 7qq° E SM.CENTAALAVBiUE&CAMERN AVENUE I� p ; LAM EMNOAE-CAUMMA � �jiy B aen°x>=-iQt p .11\.W711PUWW Page: 7 r� IE z Oriez Engineering Project No.: 48C.090-08 PAGE No. of 1 Qrt�..m StruCfund&Bridge Engineers 16Ago ViaTezon,Suite 200 Pbone07(858)335.7643 PHOJEC7: Sla ges Lake Elsinore,CA DATE 04121/08 San Diego,CA 92127 FAX rf'(858)451.6142 _ BY D.J.F. ' Determine Eggi tent Unit0tln Loatl to Beam or Tn n tl on SDtaf Pil a ¢k Ploa L �olirt t-0ad Rear�l5�iys (3)Point Loads on I russ: GWnmg; POL (From RISA 85mph/Exp C Analysis of Rack) NDL= $.2 pstwn.7sw= 2.5 psf PDL+W (DL-W Load Case Controls) Som 5 � psf C=0.17 A= 10 13- 10 8= 10 { A= 10 C=0.17 PDL+W4 1 POL+W 1 -726 1 PDL+W2=4fi6 ! J POLD+W3=726 PDLD+W4—854 Total Spars L= 40 ft. +i u Roy= 709.5 lbs. RDL= 709.5 RDA+W= 10441bs. RDLtW2= 1044 Rwi= 335 IbS. RWt= 334.5 Ro.,n m= 251 Ibs. 1 MDR= 7440.6 Ib.-fit. MO.75W= 3493 lb.-ft. Equivalent Lineal Loads: W4xM/L^2 ' WD7= 1717. of Wo.75w= .2 off Input Truss Spadng: ft. Equivalent Uniform Loads to Roof: WDL= 1 5.2 psf W0.76w L2.5 psf I 1 i 1 1 1 i 1 Page: 8 IE a orie 2 Engineering Project No.: 480.090-08 PAGE No._OF_ ' fR . Structural&Bridge Engineers DATE: 04/21/08 16980 Via Tamn,Suae 2DO Phore x:(858)335-7643 PROJECT: Staples-Lake Elsinore.CA San Diego.CA 92127 FAX a; (858)451-6142 BY: D.J.F. Check E 2611(8Serles Open-Web Steel Truss DL+LL 2611 SeriesOpen-Web Steel Truss 7 tt o.c. ' Span= 40.33 ft. trib.= 7 ft. DL Root 15 psf x 5.0 it.= 105 lb/ft, DL Solar Panel 8 Rack Wt. 5.2 psi x 5.0 ft,= 36 ItVM. LL Root 20 lost x 5.0 ft.= 140 lb/it. ' Total Load on Truss 281 Iblfl.x 40= 11348.86 lbs. Per Standar Load Table/Steel Joist.K Series 2 K -Series QUVn-vveb steel Tri lSs-40.3 1 Allow TL 289 l if. Applied TL 281.4 Ib/fi. OK ' AilowTL 11655.4 lbs. Applied TL 11348,862 Ibs. OK ' 261(8-Series Open-Web Steel Truss @ 7 it o.c- are Okay for Additional DL of Solar Panels&Rack 1 1 t Page: 9 f2' Olie` Engineering Project No.: 480.090-08 PAGE No._OF_ RIE. Structural&Bridge Engineers DATE: 04l21/08 16980 Via Tazon,Suts 200 Phone#:(858)335-7643 PROJECT: Staples-Lake Elsinore.CA Son Diego,CA 92127 FAX*: (058)45 t-6142 BY: D.J.F. Check(!_) 26K8-Ser)es Opon-Web Steel Truss (DL+0.75LL+0.75111r) 26K8-Series Open-Web$teel Truss 7 ft o.c. Span= 40.33 ft. trib.= 7 ft. DL Root 15 psf x 5.0 ft.= 105 Ib/ft. SP&Rack Wt.&0.75Wind 7.7 psf x 5.0 ft.= 54 lb/ft. 0.75LL Roof 15 psf x 5.0 ft.= 105 Ib/ii. ' Total Load on Truss 264 Ib/ft.x 40= 10643.09 lbs. Per Slander Load Table/Steel Joist,K Series Me-Series Open-Web Steel Truss-40.3 ft Allow TL 289 Ib/ff, Applied TL 263.9 lb/ft. OK Allow TL 11655.4 lbs. Applied TL 10643.087 Ibs. OK 26K8-Series Open-Web Steel Truss 7 ft o.c. are Okay for Additional DL of Solar Panels&Rack Page: 10 STANDARD LOAD TABLE /OPEN WEB STEEL JOISTS, K-SERIES Based on a"ximwn Allowable Tensile Stress of 3C)Cmpsi JOIST 2*4 2A( 21(6 21K7 2i( 24(9 2" 2*1 28(5 2%6 "7 2E(8 2W9 29(10 26(12 DESIGNATION DEPTH IN.) 24 21 M 34 2/ 24 24 24 26 26 25 25 23 25 20 APPROX.M. 4.4 0,3 9.7 10.1 11.5 12.0 t3,1 16.0 98 106 10.9 12.1 12-2 13.8 16.6 �S.RL1 SPAN R) 24 $20 550 550 550 550 550 550 550 44 Ste 544 5 544 544 544 5" 544 25 479 540 550 55D 550 Sw 550 550 ' 455 all 520 52C 520 520 520 520 26 442 499 543 550 550 550 550 550 542 550 550 550 S50 550 550 405 453 493 409 499 499 499 499 535 541 541 541 541 541 541 27 410 462 503 560 550 550 550 550 507 547 850 550 560 550 550 361 404 439 479 479 470 479 479 477 519 522 522 522 522 522 28 3111 429 461 521 550 550 550 550 486 508 556 550 550 550 550 323 362 393 436 450 456 45e 456 427 464 501 501 501 501 501 29 354 40D 435 485 536 5W 550 550 434 473 527 550 550 550 Sw 290 325 354 382 429 436 436 438 384 417 483 479 479 479 479 30 331 373 400 453 500 544 550 550 405 441 492 5" 550 550 550 ' 282 293 319 353 387 419 422 422 346 377 417 457 459 459 459 31 310 349 380 424 468 510 550 550 379 413 460 509 550 550 550 237 286 289 320 350 379 410 410 314 341 37B 413 444 444 444 32 290 327 357 397 439 47B 549 549 356 367 432 477 519 549 549 ' 215 241 262 290 316 344 393 393 285 309 343 375 407 431 431 33 273 308 335 .373 413 449 532 532 334 364 406 448 488 532 532 196 220 239 265 289 313 368 368 259 282 312 342 370 404 404 34 257 290 315 351 388 423 502 516 315 343 382 422 459 516 S16 1T9 201 218 242 264 288 337 344 237 257 286 312 338 378 370 35 242 273 297 331 3W 399 473 501 297 323 360 308 433 501 501 1sl 184 1 200 1 221 242 1 282 1 308 1 324 11 217 1 230 261 1 286 310 356 358 36 _ 229 258 281 313 346 377 447 487 260 305 340 378 409 486 487 15O 169 183 203 222 241 283 306 109 216 240 263 2B4 334 334 37 216 244 266 2% 327 356 423 474 265 289 322 356 387 460 474 138 155 199 187 205 222 263 290 183 199 221 242 262 309 315 38 205 231 252 Z81 310 339 401 451 251 Z74 3D5 331 367 438 451 128 143 Ise 172 799 2(4 240 275 109 194 204 223 241 284 209 39 196 219 '239 266 204 320 3BO 449 238 260 289 320 348 413 449 118 132 144 159 174 189 222 201 156 17D 188 206 1 223 262 293 40 L85 211e 227 253 280 304 361 439 221 247 275 304 331 393 436 109 - 122 133 148 191 175 206 247 145 157 174 191 207 243 269 41 176 198 216 241 266 290 344 427 215 235 282 299 315 374 427 101 114 124 137 150 162 191 235 134 146 162 177 192 225 1 256 ' 42 199 1a9 206 229 253 776 327 417 205 224 249 275 300 356 417 94 1D5 Its 127 139 151 I" 224 125 136 ISO 164 178 210 244 43 150 180 t98 219- 242 263 312 405 196 213 238 263 288 339 407 88 98 107 11e 130 140 165 213 116 126 140 153 166 195 232 44 153 172 197 209 231 251 298 387 187 2D4 227 - 261- ' 273 324 39a 82 92 too 110 121 131 154 199 108 119 131 143 155 1B2 222 45 146 164 172 199 220 240 295 370 179 194 217 240 261 310 399 76 86 93 103 113 122 144 185 11 101 110 122 133 145 170 212 46 139 157 171 191 - 211 230 272 354 171 180 207 229 250 296 38D 71 90 87 97 108 114 135 174 95 103 114 125 136 159 203 47 133 ISO 164 183 202 220 261 339 154 176 199 219 239 284 309 67 75 82 90 99 107 126 163 89 96 107 -177 127 149 102 48 128 1" 157 175 104 211 250 325 157 171 190 210 229 272 353 93 70 77 85 93 101 119 153 93 90 100 110 Ila 140 ISO 49 - - 150 led 183 202 220 261 339 78 85 04 103 112 131 109 50 MT IS VERY IMPORTANT FOR JOIST SPECIFIERS AND 144 157 175 1D4 211 250 325 ERECTORS TO KNOW THAT OSHA IS INTERPRETING 29CFR- 73 90 a9 1 97 105 1 124 159 61 1GO575M)2TO MEAN ALL JOIST FORTY(40)FEET(1219ZVM 139 151 159 1 lee 2 241 313 ' AND LONGER TO REQUIRE A ROW OF BOLTED BRIDGING TO 69 75 83 91 99D3 116 150 52 BE IN PLACE BEFORE SLACKENING OF HOIST LINES. 133 145 162 179 795 231 301 65 71 70 85 93 110 142 12 hk Page- 11 One'Engineering Project No.: ag0.090-08 PAGE No. OF_ 72MJ Structure!&8ddge Engineers DATE: 0421108 169W%Aa Taxon,Suite 200 Pncne R:(656)335.7643 PROJECT: Staples-Lake Elsinore:CA _ San Dlega,CA 92127 FAX*: (856)451-6142 BY D.J.F. Determine Eaulvalerd UnfJorm Load to Beam or Truss based on Solar Panel Rack Pipe Lea Point Load Res (3)Point Loads on Truss: C�o: wDL= 5.2 psi PDL (From RISA 85rrph/Exp C Analysis of Rack) w„sw= 2.4 psi PDL+W (DL-W Load Case Cortrols) s,m- 7.5 pSf C= 1-5 A= 10 B= 10 B= 10 A= 10 C= 1.5 PDL4 PDL1 =379 PDL2=353 I PDL3= 379 PDL4= 154 PDL+W4 PDL+W 1 =726 1 PDL+W2=466 1 PDL+W3=726 1 PDL+W4=85 Tota)Span L= 43 ft. RDL= 709.5 lbs. RDL2= 709.5 RDL.w= 10441bS. RDL,w2= 1044 Rw1= 335 lbs. Rw,= 334.5 Ro,n.w= 251 Ibs. Mot= 8384.3 Ib:ft. Mn.7nw= 3826 Ib.-R, Lquivalerl Lineal Loads: W=8xMIL"2 WDL= 36.3 pit Waasw= 16.43 pit Input Truss Spacing: ft. Equivalent Uniform Loads to Rooi: WOL= 1 5.2 psf wo.rew= 2.4 psf 1 1 1 ' Page: 12 2 Orie2 Engineering Project No.: 480.090 OS PAGE No. OF ' OR IL J Structural&Bridge Engineers "`°"! DATE: o4t2IM 16960 Via Tazon,Surte 200 Phone#:(858(335.7643 PROJECT: Staples-Lake Elsinore,CA San Oiego,CA 92127 FAX#: (858)451 6142 By! D.J,F. ' Check(E) 30K0-Serles Open-Web,Steel Truss (Il 30K -Series Oven-Web Steel Tr 7 ft o.c. ' Span= 44 H. trib.= 7 It. DL Roof 15 psi x 5.0 ft.= 105 Ibfft. DL Solar Panel&Rack Wt. 3.8 psi x 5.0 ft.= 27 Ibfft. LL Roof 20 psi x 5.0 ft.= 140 lb/ft. ' Total Load on Truss 272 lb/ft.x 44= 1 1950.4 lbs. Per Standar Load Table/Steel Joist,K Series ' 301l Open-Web Steel Truss-44 0 ft Allow TL 291 Ibfft. Applied TL 271.6 Ibltt. OK ' Allow TL 12804 lbs. Applied TL 11950.4 lbs. OK 1 1 ' 301<8-Series Open-Web Steel Truss @ 7 ft o.c. are Okay for Additional DL of Solar Panels&Rack 1 1 1 1 ' Page: 13 IE Oriel Engineering Project No.: 480.090-08 PAGE No._OF ' .OR A.M.] Structural&Bridge Engineers samcxr�;j< DATE: 04121108 16980 Via Tami,Sule200 Phone*:(858)335-7643 PROJECT: Staples-Lake Elsfriore,CA San Diego,CA 92127 FAX#: (658)451-6142 BY: D.J.F. ' Check(E) 301<8-Series Open-Web Steel Truss _ (DLr0.751_1_a0.75W) 301<8-Series en-Web Steel Truss P 7 ft o.c, ' Span= 44 h. trib.= 7 1t. DL Roof 15 psf x 5.011.= 105 lb/ft. SP&Rack WL&0.75Wind 6.4 psf x 5.0 ft.- 45 lb/ft. 0.75LL Roof 15 psf x 5.0 ft.= 105 Ib/tt. ' Total Load on Truss 255 Wit.x 44= 11211.2 lbs. Per Standar Load Table/Steel Joist,K Series ' K -$eries QU2n-Web Steel Tr -44.Q 1 Allow TL 291 lb/ft. Applied TL 254.8 lb/ft. OK ' AIIowTt_ 12804 lbs. Applied TL 11211.2 lbs. OK ' 30K8-Series Open-Web Steel Truss @ 7 ft O.C. are Okay for Additional DL of Solar Panels&Rack 1 1 ' STANDARD LOAD TABLE /OPEN WEB STEEL JOISTS, K-SERIES Page: 14 ' Based on a NF3ximum Allowable Tensile Stress of 3gCr]D psi JOIST 29(6 28(7 ZIMB 28K9 2PKlC 2EK12 33(7 30(8 "9 3:Klo 33(11 33(12 DESIGNATION DEPTH ON.) 28 28 2B 28 1 29 28 30 3D 3D 3D M 33 APPROX.Wf. 11A 11.8 12.7 13.0 14.3 17.1 12.3 13.2 134 15.0 16,4 17-6 SPAN#Q 1 28 548 550 550 56C 550 550 641 543 543 543 543 543 29 511 550 550 550 550 550 466 522 522 522 522 522 30 477 531 550 550 550 550 550 550 550 550 550 550 439 1 486 1 500 500 500 500 543 543 543 543 543 543 31 446 497 1 550 550 550 550 534 550 550 550 550 550 397 440 480 480 480 480 508 520 520 520 520 520 32 418 466 515 549 549 549 501 549 549 549 549 549 397 440 438 463 463 463 461 500 500 500 500 500 ' 33 393 438 484 527 532 532 471 520 532 532 532 532 329 364 390 432 435 435 420 460 468 468 468 468 34 370 412 456 496 516 516 443 490 516 516 516 516 300 333 364 395 410 410 394 420 441 441 441 441 35 349 389 430 468 501 501 418 462 501 501 501 501 ' 275 305 1 333 361 1 389 1 389 1 351 1 384 416 1 415 1 415 415 36 330 367 405 442 487 1 487 395 436 475 487 487 487 3.52 280 306 332 366 366 323 353 383 392 392 392 37 312 348 384 418 474 474 373 413 449 474 474 474 232 257 282 305 344 344 297 325 352 374 374 374 39 296 329 364 396 461 461 354 391 426 461 461 461 , 214 237 250 282 325 325 274 300 325 353 353 353 39 280 313 346 376 447 449 336 371 404 449 441a 449 198 1 219 240 260 306 308 11 253 1 277 300 1 333 333 333 40 - 266 297 328 357 424 438 319 353 3114 438 438 438 ' 183 203 222 241 284 291 234 256 278 315 315 315 41 253 283 312 340 404 427 303 335 365 427 427 427 170 189 206 224 263 277 217 238 256 300 300 300 42 241: 269 297 324 384 417 789 320 348 413 411 417 158 175 192 208 245 264 202 221 240 282 294 284 ' 43 230 -257 284 309 367 407 276 305 332 394 407 407 147 763� 179 194 228 252 ISO 206 223 263 270 270 44 220 245 271, 295 350 398 263- 291 317 376 398 398 137 152 167 181 212 240 176 192 208 245 258 258 45 210- 234 269 `282 334 389 251' Y7V 303 359 399 389 ' 128 142 156 169 198 229 164 179 196 1 229 1 246 246 46 201 224 248 270 320 380 241 266 290 3" 390 380 120 133 146 158 186 219 153 168 182 214 236 236 47 ,192' 214 237 258 306 372 230 255 277 329 372 372 112 125 1,16 .148 174 210 144 157 171 201 226 226 48 184 - 206 227 247 294 365 221 244 266 315 362 365 105 117 128 139 163 201 135 149 160 188 215 216 49 177 197 218 237' 282 357 212 Z34 255 303 347 357 99, 110 120 130 163 193 127 139 150 177 202 207 50 170 - 189 2G9 228 270 350 203 225 245 �291� 333 350 ' 93 103 113 123 1 144 185 119 130 141 - 166 190 199 51 163 182 -201 219 260 338 195 216 235 279 320 343 88 97 106 '115. 136 175 112 123 133 157. 179 192 52 157 175 503 210 250 325 188 208 226 268 308 - 336 83 92 100 109 12t1 165 106 116 126 - 148 160 184 ' 53 151 168 186 '203 240 313 181 200. - 218- 258 296 330 78 87 05 103 121 156 100 109 119 140- 159 ' _117 54 145 1G2 179 195 232, 301 174 192 W9 249 285- 324 74 82 89 97 114 147 94 103 112 132 �'150 .170 55 140 156 173, l88 223 290 198 185 202 240 275 312 ' 70 77 85 92 - 108 139 89. 98 106 126 142 161- 56 135 151 166 181 215 280 162 179 195 231' 265 301 6.6 73 80_ 87 102 732 84 92 100 718 135- '` 153 57 158 173 188 223 256 290 W. 88 95 112 128 .145 ' 58 SIT IS VERY IMPORTANT FOR JOIST SPECIFIERS AND 151 167 181 215 247 280 ERECTORS TO KNOW THAT OSHA 15 INTERPRETING 76 83 90 -106 121 137 59 22FR-19267SW)2TO NEAN ALL JOIST FORTY(10 FEET (12192h"AND LONGER TO REQUIRE A ROW OF BOLTED 146 161 175 208 239 271 BRIDGING TO BE IM PLACE BEFORE SLACKENING OF 72 79 88 101 - 115' 130. so HOIST LINES. 141 156 169 201 '231, 262 ' 69 75 81 98 109 124 13 1 ' Page: 15 IEZ! Oriel Engineering Project No.: 480,090-08 PAGE No. OF ()/1 .waste Structural&Bridge Engineers DATE: 04121/08 16980 Via Tazon,Sute 20o Phone 9:(858)335-7643 PROJECT: Staples-Lake Elsinore,CA San Uego,GA 92127 FAX u: (858)451 6142 BY: D.J.F. ' Check(E)Building for Added Seismic Load of Solar Panels a Rack Input Building Width,W 124.33 ft. Input Building Length,L 174 ft. Input Wall Unit Weight ISO pcf Unit Weights: Input Wall Thickness 7.625 in. Concrete=150 pcf Input Roof DL 15 psf Input Wall Height (from base to roof) 23 ft. Input Parapet Height 6.5 ft. 2nd Floor Weight DL 0 psf (if applies) Mass of Roof= 324501.3 lbs. Mass of Upper 1/2 of Wall+Parapet= 1023644.8 Ids. Mass of 2nd Floor= 0 lbs. (if applies) Total(E)Building Mass= t,34t3,ta6 lbs. Input Number of Solar Panels 1 256 ea. ' Input Square Area of 1 Solar Panel 1 161 sq.ft. Solar Panel Load(psf) I a psf Add Mass of Solar Panels& Rack= 1s,38a lbs. Increase in Building Mass due to addition of Solar panels= 1.22% Less than 5%Okay The increase in seismic mass is less than 5%,therefore i113y inspection the existing shear walls,diaphragm and connections are adequate to deal with this increase. ©-Indicates cads requiring user Input red -Ind Kates cells with forma las(do not mod.fy these cells) wle:n 124.33 f6at ' lerylm 174 feet r t Page: 16 Models F0P-xxx SAI*YO Electrical Specifications 180 186 190 195 195 200 Rated Power(Pnax)' W 180 186 190 195 200 M3xirrum Power Voltage(Vpm) V 54.0 54.4 54.81 55.31 55.8 Maximum Power Current(Ipm) A 3,33 3.42 3,47 3.531 3.59 Dependence on Temperature Open Circuit Voltage(Voc) V 66.4 67.0 67.5 68.1 68.7 Short O'rcuit Current(Isc) A 3,65 3.71 3.75 3.79 3.83 (neferenc°Data tor200 Watt Modeq Mnirrum Fbwer(Prrin) W 162.0 167.4 171.0 175.5 180.0 4.50 Max irrum System Voltage(Vsys) V 600 600 600 600 600 400 ---__-- is^c Series Fuse Rating A 15 15 15 15 15 3s0 --------- ------ "c Temperature Coefficient(Prrax) %NC -0.33 -0.30 -0.30 -0.30 -0.29 oo 2-'•c i ac Temperature Coefficient(Voc) V1°C -0.173 -0.168 -0.169 -0.170 -0.172 '152so ------------------- Temperature Coefficient(Isc) m4/1C 1.10 0.85 0.86 087 0.88 �5 200 ---------- ------------ _ --_-.-_- Sectrical Tolerance % +1-10 +1-10 +/-10 +/-10 +I-10 U PTC-Rating W 168 0 174,9 178.7 183All 1.0oCell Efficiency % 17.8 18.4 18.8 19 `Module Efficiency % 15,3 15.8 16.1 16 AM 15 topawnnPow er per Square Foot W 14.2 14.7 15,0 15 b 20 4o to eo ' MGehanical Specifications Vottage(V) Internal Bypass Diodes Kb. 4 41 41 41 4 Module Area Ft2 12.69 12.69 12.691 12.691 12.69 Dependence on Irradiance Weight Lbs. 30.86 30.86 30.86 30.86 30.86 lRetarence Date for 2OOWaU Madet) 4. --_- __ ------- dl Tamp.2-- NOGT{°C} °G 44.2 44.2 44.2 44.2 .2 44 400 mf2',00 1000WI ____-_-___ Dimensions LxWxH(mm) in. 51.9x35.2xl Ain (1319x894x35mm) 350- __ Cable Length-Male/+Femele(mm) in. 30.7/24.8in (780/630nm) Q 800W1mt ; 9.08 _ _____________ r----- _- -__--__-- Cable Size I Connector Type AWG W.12 AWGI MC'm Connectors 2s0 600W1m? Static Load Wind I Snow (Pa) PSF 50PSF(2400Pa)/39PSF(1876Pa) U Pallet lT'mensionsLxWxH(rm) in. 53x36x63in (1346x912x1600m 2.00 --------- ----------i------ - -------- n) 400W1rrR- Pieces per Full Pallet/Weight(kg) pcs./Lbs. 36pcs 11102 Lbs(500kg) Quantity per 20740'153'Container pcs. 360pcs I756pcs/972pcs 1.00 200WIml-----------I = - oa° ---------- ------ ---- Standard Operating Conditions(SOC)and Safety Ratings ; SOC Ambient Temperature -4°F to 104°F (-20°C to 40°C) 0 20 40 so so SOC Relative 1-tumidity 45%to 95% Voltage(V) Hail Safety Impact Velocity 1"hailstone(25rrrn)at 52mph(23m's) Fire Safety Classification Class C Safety&Rating Certifications UL 1703,cUL,CEC I CAUTION E Read the Limited Warranties 20-Yrs Power Output/2-Yrs Product Workmanship operating instructions carefully STC:CeLT'cmp.25°C,AML5,3000U'!m' 'YTQCcBTcmp-2M.AMI.,S,I000NWmI,lmleWiad before use of these products. Dimensions Unit:mm(Inches) Ground Hole(1 place) 894(352) 35(1.4) - 440(17.3) Visit www sanyo.com or contact our Authorized Representatives ~ - Juncfoa go■ 7 for more information: Labol Sti n� SunWlze Technologies nocati.(-) PwWwo 1,) f I s (800)817-6527 or www.sunwize.com Cmnoctor(MC-Plug) -tA3f0.7) conergy SectionA-A' (888)396-6611 or www.conergy.us ' Carmenah Technologies + + Note: Specifications (877)722-8877 or www.carmariah.com and products above Solera Sustainable Energies may change without - notice. (866)537-7012 or www.soleraenergies.com Front Side Backside i i i i i � Appendix A i � Solar Panel Rack Design ' Page: Al OR ZE a Orie'Engineering Project No.: 480.0W08 PAGE No._OF, ' ,� Structural&Bridge Engineers DATE: 0,%2108 16980 Via Tazon,Suite 200 Phone A:(858)335.7643 PROJECT: Sta les-Lake Elsinore,CA San Diego,CA 92127 FAX X: (858)45"142 BY: D.J.F. ' Description:Wind Force on Rack with 20 Degree Tilt — DESIGN WIND LOAD ON OTHER STRUCTURES ASCE 7-05 6.5.15 F=%G C,AI (6-27) q.=.00256 K,Kn Ka V1 (6-15) Exp=C Ht.z at the centroid of area Af=30 fi Exposure coefficient K,=0,98 6.5.6.6.T-6-3 for MWFR Topography factor K,,= 1.00 6.5.7.2 ' Directionality factor Kd=0,85 Table 6-4 Wind Speed V=85 mph Importance factor 1„,= 1 Table 6-1 %= 15.41 psi Gust Effect factor G=0,85 6.5.8 ' Force coeff C,= 1.3 Figure 6-21 through&23 Design wind pressure,FlA,= 17,02 psi Roo fto Factor= 1.40 conservative 6.5.15.1 Projected Area of(1)panel= 1.B'x 55"width ' =8 s.f. 1000 panel area=86060D.00 s.f.(conservative) Vary Rooftop Factor from 1.0 to 1.9 linearly as Af varies from 0.1 Sh to Bh 0ABh=900,00 s.f.(conservative) Bh=9000.00 ' Design wind pressure x Rooftop Factor=23.63 psf 1 7!'--------------_._._._._._._.-------------l� W~ 1 4.75' ! Wh 74� i 1 ii i a I i Wruu W114 W114 W114 fill ' FULL WIND LOAD APPLIES TO FIRST ROW OF SOLAR PANELS AND 114 OF THE FULL WIND LOAD APPLIES TO SUBSEQUENT ROWS PER METHOD 3:WIND TUNNEL TESTING BY SUN EDISON. WFULL W114 ' Wh= p'1.67'12 purlins= 20 Wit Wh= 0.25'p'1.67/2 purins= 5 Vill Wu= Wh`sina= 7 psf Wu= Wh"sari= 2 psf Wu= Wu'4.75'12= 17 to Wu- Wu'4.75712= 5 Ib/ft Solar Pane)DL+Rack= f 1 Vff Solar Pane)DL+Rack= 11 Ib/R 1 Page: A2 ff- R z Orie`Engineering Project No.: 480.090-08 PAGE No._OF , Structural&Bridge Engineers DATE: 05102108 16980 Via Tazon,Suile 200 Phone X:(858)3,35-7643 PROJECT: Staples-Lake Elsinore,CA San Diego,CA 92127 FAX 4: (858)451-6142 BY: D.J.F. Description:Seismic Force on Rack with 20 Degree Tilt SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS ASCE 7-05 13.3.1 Code: 2007 CBC,ASCE 7-05 CHAPTER 11,12,13 SEISMIC DESIGN CRITERIA Soil Site Class: D Table 20-3-1,Default=D Zip Code:92532 S,: 150.0000 %g S,: 59.7000 %g F,: 1.0000 Table 11,4-1 F,: 1.5000 Table 11,4-2 SMa: 1.5000 F.-S. SMi: 0.8955 F S, SOS: 1.0000 213(Su$) ' SD,: 0.5970 213(Sui) Occupancy: 11 Ip: 1 ' ap=2.5 Rp=3.5 z=30 h=30 Seismic Force: Fp=0.4a,SDeWP x(1+2(zlb))x W, ' ( F P) FP=0.8571 x WP <_Governs Fp,.m 0.3SDeI, x WP FP..m 0.3000 x Wo FR,Pu 1.6SDSIP x WP FP,,,,, 1.6000 x WP FP=0.8571 x W, Fp"D1=FP x 0.7-0.6000 x Wp (conservative) Seismic: Wp=Solar Panel DL+Rack=4.5 psf x 4.75 ft 12 Wp=10,69 Iblft Fp=0.6WXWp= 7 Wit Use 7 Iblft i 1 1 1 Page. A3 ' Orie 2 Engineering Project No.: PAGE No.`CF ffR Structural a Bridge Engineers DATE: 01l04/08 16990 Yia Tazon,Site 200 Phone a:t05a,335-7643 PROJECT: ' Snn Diego.CA 92127 FAX 4:(858)451.6142 9Y: D.J.F. Dead Load of flack.Panel ' Determine with typical20'x20'section of roof Lad Load of Panels ' Area of panel=35.9 in x 61.8 in.= 2218.62 in'= 15.41 ft2 Total weight of panel=40.1 lb Dead load=2.60 psf ' Dead Load of Rack Member Quantity Linear Ft. Unit Wt. Wt. Z6x2.5xl6 GA. 3 20 ft 2.39 plf 143.40 Ibs Z4x2.25x16 GA. 6 20 ft 1.99 off 238.80 Ibs ' L2x2 18 3.3 H 0.976 pli 58.56 Jbs 2.5"pipe 4 2.5 H 5.8 plf 58,00 Ibs C3.5x16 GA. 5 2.5 H 3 plf 37.50 lbs MISC. 1 1 ft 10 pif 10.00lbs ' Total weight= 546.26 Ibs Total Area= 400 t12 Dead load= 1.37 psi ' Dead Load of Panel+Rack Total=3.97 psi Use 4.5 psf(Conservative) 1 I ' Page: A4 Y 1 1 ' N14 1 g � N2 N2\ �' Nd N 18 �\ � 1420 N70 N30 N5� N46 Nil! 14 N36 N98 N4 2 N48 1W3d �� N58 \ ra� N74 t\8 1 -N5 N32 N76 +t 1 Nil6 ' - N10 N86 34,'127 NI13 N6 � N92 � /t��g N33 N6 O /N104 36N129 NI$4 N130 $20 ' I N95 2 3�J181 N61iti N88 /N132 ..f1JItCi 41 93 N12 N89 f 46Jf24 N116 fG'�a�t ' •iV117 Results for LC 4,DL«EQ(E-W) Oriel Engineering Standard 10x10 Min. Pen (20 Degree Tilt) Rack DRO Feb 7, 2008 at 10:30 AM 480. Rack Node Definitions P,a&,IOx10-20 Degree-ALT-2 min... ' Pa e: A5 2SrrE z x �isx�.rr ' N14 � ••N1 N N2 Nib 42 N29 N8 N20 N46 N70 N30 � •••N5� N NJ 26 ' N'48 N98 Na N'1 N5II r � q N74 N3 N64 f�r� N126 N5 N32 N76 r1 Na6 -N113 ' Ittf 7 Nt b2 3r�!i 27 N92 Nfi7 , a N33 N60 N104 6N129 N114 5 N 130 Nf20 N9 3( 1 1 N61 N88 N132 -N115 W41 p3 N1 ' N89 4 124 NJ 16 f4f(1�8 ' •-N117 1 ' Results for LC 4,DL EO(E•W) Orie2 Engineering Standard 10x10 Min. Pen (20 Degree Tilt) Rack ' DRO Feb 7, 2008 at 11:11 AM 480. Member/Rack Layout Rack-10x10.20 Degree-ALT-2 Min... 1 ' - -- - - - -. Page: A6 1 z x Results for LC 4,OL,EqE-W) Orie2 Engineering Standard I Ox1 0 Min- Pen (20 Degree Tilt) Rack DRO Feb 7, 2008 at 11:10 AM . 480. Rendered View Rack-1 OxI 0-20 Degree-ALT-2 Min ' Page: A7 Company Oriel Engineering Designer DRO Job Number : 480. Standard 10x10 Min_ Pen (20 Degree Tilt) Flack Checked By: Global Dis la Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include War in Yes Area Load Mesh-(in^2 144 Merge Tolerance in 12 ' P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC :ASD 13th Cold Formed Steel Code AISI 01: ASD Wood Code NDS 91/97: ASD Wood Temperature < 10OF Concrete Code ACI 2002 ' Number of Shear Regions 4 Region Spacing increment in 4 Biaxial Column Method PCA Load Contour ' Parme Beta Factor(PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No ' Unused Force Warnings Yes Cold Formed Steel Pro erties f Iksil ensi Y�di� ltimacejls.. 1 CF LT-GA-STEEL 30000 12000 3 .65 .49 1 50 70 2 CF PIPE-STEEL 1 29000 11154 1 .3 .6 .49 30 52 ' 3 QF SOLARPANEL 1 10000 .1 40 2 General Material Properties ' a !k u Tharm AI PR PA .I"Dens�ty[kLf^ 1 GEN LT-GA-... M000 12000 .3 4 2 GEN PIPE-S... 29000 111541 ' 3 GEN_SOLAR... _I 0000 3800 1 .3 .65 .1 Hot Rolled Steel Properties Late) _jk il G fksi N herm!11 E. i ^ S 1 HR_LT-GA-STEEL 0 0 1 0 3 .4 2 HR PIPE-STEEL 29000 1 11154 .6 .49 30 ' 3 j HR_SOLARPANEL 1 QQ Q 1 3800 3 .65. .1 4 Joint Coordinates and Temperatures L X0 Iftl Y.5 Ternp 0 D �►� _aR 1 N1 Di 2 N2 0 1 N3, 0 -.5 20 0 ' 4 N4 0 -.5 30 0 N5 0 -.5 4 6 N6 0 2.5 _ 0 0 ' 7 N7 0 2.5 10 0 8 2520 RISA-3D Version 7.0.2 \.__\...1...\...\...\---1...\Rack-10x10-20 Degree-AL T-2 Min Pen 4 Bays -36 inch Le-jogi0d] Company Orie2 Engineering Page: A8 ' Designer : DRO Job Number : 480. Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked By: ' Joint Coordinates and Teo ratures Continued N 2. 310 N10 0 2. 40JTIhLI:wo_nnL_II 11 N1i 2.5 2.2 N1 13 N 13 0 2.5 .25 ' 14 N14 1 N15 n 2.5 7. 16 N 16 0 2.5 10.75 17 N17 0 2.5 14.7 18 N18 0 2.5 18 0 19 N 19 0 2.5 22 0 20 N2Q 0 2.5 -2 . 21 N21 0 2.5 29.25 p 22 N22 0 3,5 3 0 23 N23 0 3.5 10.25 0 24 N24 0 3.5 17.5 0 25 N25 0 3.5 24.7 26 N25 0 3.5 32 0 27 N27 0 2.5 39.75 28 N28 0 3.5 39.25 0 29 N29 10 -.5 0 0 1 3 0 -.5 10 0 31 N31 10 -.5 20 0 32 N 2 f 33 N33 10 4iii-.5 U 0 34 N34 10 2.5 0 35 N 10 2. p 36 N36 10 2.5 0 37 N 7 1 2,38 N38 10 2.5 039 N39 10 25 0 4 4 Ii 19 2. 41 N41 10 2.5 .25 0 ' 42 N42 1 2 43 N43 10 2.5 7.5 0 44 N44 10 2.5 10.75 0 45 N45 i 2. 14.75 0 4 N4 1 1 0 47 47 10 2. 22 0 4 N4 1 2 2 0 ' 49 N49 1 10 2.5 29.25 p p N50 10 1 N 1 10 3.5 10.25 2 N52 10 N .5 17.5 0 3 1 247 4 N 4 1 2 55 N55 10 2.5 39.75 0 N 1 39.25 0 7 N 7 2 .5 $ N58 20 -.5 10 p 9 N 2 20 0 N 61 N61 20 -.5 40 0 2 N 2 20 2. 63 N63 20 2.5 10 0 64 N64 20 2.5 20 0 ' N 2 RISA-3D Version 7.0.2 [1__.1...1.__1...1...1...1...\...\Rack-1 Ox10-20 Degree-ALT-2 Min Pen 4 Bays - 36 inch Lfgmg"] Page: A9 Company Oriel Engineering ' Desiggner DRO Job Number : 480. Standard IOx10 Min_ Pen (20 Degree Tilt) Rack Checked By: Joint Coordinates and Temperatures Continued F D m Uao 66 N660 2.540 0 67 N67 20 2.5 32.5 0 -08 N68 20 2. N69 20 2.5 2 p 70 N70 20 2.5 3.5 0 71 N71 20 2.5 7. 72 N72 20 2.5 10.75 73 N73 20 2.5 14.75 0 74 N74 2 2. 1 75 N75 20 2.5 22 0 76 N76 20 2.5 25.25 0 77 N 77 2Q 2. 2 .2 78 N78 20 3.5 3 0 ' 79 N79 20 3.5 10.25 181 0 N80 20 3.5 17.5 N81 20 3.5 24,75 0 2 N 2 2 2 ' 83 N83 20 2.5 39.75 0 J4 N 4 2 39.25 85 N85 30 -.5 0 0 86 N86 30 -.5 10 0 7 107 1 30 20 88 N88 1 30 -.5 30 N89 3 -.5 40 90 N90 30 2.5 0 0 91 N91 30 2.5 10 0 2 N 2 30 2.5 20 93 N93 30 2.5 30 4 N 4 30 2.5 40 ' 95 N95 30 2.5 32.5 0 96 N96 3Q 2.5 36.5 0 7 N 7 30 2. .2 98 N98 30 2.5 3.5 0 9 1 N99 30 25 7. 1 N 1 .5 7 0 101 N101 30 2.5 14.75 0 12 N12 0 2.5 1 1 Ni 0 0 2. 22 1 0 i 04 N104 2. 2 2 105 N105 0 2.5 2 .2 106 N106 30 3.5 3 p 1 Q7 N1 7 1 5 108 N108 17 109 N 109 30 3.5 24.75 0 11 N110 30 3.52 1 11 N 111 30 2.5 3 .75 p 112 N112 30 3.5 39.25 0 11 N1i 4 0 14 N114 4 - 5 115 N115 40 __5 2 0 11 N116 q -.5 30 0 117 N117 4 4 0 0 118 Nl 18 40 2.5 0 0 119 N119 An 2.5 10 120 N 120 40 2.5 20 0 121 N121 40 2.5 30 0 122 N 2 4 2.5 1 RiSA-31D Version 7.0.2 [1...1...i...1...1...1...1---\...\Rack-10x10-20 Degree-ALT-2 Min Pen 4 Bays-36 inch Le-4qE6] 1 Company Oriel Engineering Page: A10 ' Designer DRO Job Number : 480. Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked By: Joint Coordinates and Temperatures (Continued) Lam Y Tem etaeh.Erom_Diapz 12 N123 40 2.5 32. 124 N 124 40 2.5 36.5 0 125 N125 40 2.5 .2 -t26 N1 6 4Q 2. 127 N127 40 2.5 7.5 0 128 N128 40 2,5 1 Q.75 129 N 129 40- 2.5 14.75 130 N1 0 40 2.5 18 0 131 N1 1 4 2,5 22 132 N132 40 2.5 25.25 0 133 Ni33 40 2.5 29.25 0 154 N1 4 4 135 N135 40 3.5 10.25 136 N136 40 3.5 17. 137 N137 40 3.5 24.75 0 138 N138 40 3.5 32 0 1391 N139 40 2.5 39.75 1401 N140 40 3.5 3 .2 0 Joint Boundary Conditions Joint-Label i Y i i X_Bot"rad k-t!L[ad),Z R- , -tttrrad Foot i 1 N1 Reaction Reaction Reaction 2 N2 Reaction 3 N3 Reaction Reaction I Reaction 4 N4 Reaction 5 N5 i n ReaCtion Reaction 6 N29 Reaction 7 N30 Reaction 8 N31 Reaction 9 N32 Reaction �10 N33 Reaction 1 i N57 Reaction Reaction Reaction 12 N58 Reaction 1 N5 Reac ion Reaction Reaction 14 N 0 Reaction 15 N61 Reaction Reaction I Reaction 16 NQ5 Reaction 17 N66 Reaction 18 7 Reaction 19 N80 Reaction 20 N89 Reaction 21 N1 .-Reaction Reaction R ctin 22 N114 -BgAcfian 23 N115 Reaction Reaction Reaction 24 N116 I Reaction L25 N117 Reac ion Re_C i RQ i n iMember Primary Data La I I JAM J�Loi K in R �t Sh T i n L�HR_ M en ��ign l3�s 1 M1 N1 N6 2. "PIPE B m Pin_ PIPE-_. T I2 M2 N2 N7 2.5"PIPE Beam PieR_PrPE .. Typical 3 M3 N3 NB 2.5"PIPE Beam Pie HR_PIPE-.. Typ iCal M4 N4 N 2. "PIPE B m Pi HR PIPE-.. TVDicaf 5 M5 N5 N10 2.5"PIPE Beam Pi HR_PIPE, T ical 6 6 M6 N6 N13 "Z-Channel Beam None CIF LT-G... T ical RISA-31D Version 7.0.2 (\...\...\...\...1...\_..\...\._.\Rack 10x10-20 Degree-ALT-2 Min Pen 4 Bays - 36 inch LFgffAd) r Company Oriel Engineering Page: All Designer DRO Job Number : 480. Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked By: Member Primary Data Continued i i RSztatLd.� ectionl8ha �siyn�.i s;an R<,l 7 M7 N14 N22 L2X1.5X14GA I Beam None GEN LT-... TvDical M8 N16 N23 L2X1.5X14GA Beam None GEN LT Typical Mg N18 N24 L2X1.5X14GA Beam NDOe GEN LT-... Typical 10 M10N2 N25 L2X1.5X14GA Beam Nqne GEN LT-... Typical 11 M11 N11 N26 L2X1.5X14GA Beam None GEN_LT-... Tvnical 12 M12 N27 N 8 L2X1.5X14GA Beam None GEN LT-... Typical i3 M1 Ni N1 6"Z-Charm 1 Bean_ Non CF LT G... Typical 14 M14 N14 N15 6"Z-Channel Beam one CF_LT-G... Typical 15 M1 N1 N7 6"Z h nn l B N n CF LT-G... T is al 16 M16 N7 N16 6"Z-Channel Beam None CF_LT-G... Typical 17 M17 N16 N17 6"Z-Channel Beam None CF LT-G... T ical 1 M1$ 17 N1 "Z- h nnel Beam None CF LT-G... T j I 19 M19 N18 N8 6"Z-Channel Beam None CF_LT-G... TvDjcal 20 M20 N8 N1 6"Z h nn ! B None CF LT-G... T jc I 21 M21 Ni9 N20 6"Z-Channel Beam None CI=_LT-G... Typical 22 M22 N20 N21 6"Z-Channel Beam None CF-LT-G... T Cal 2M2 CF LTG m None Tyr)ical 24 M24 N9 N 1 "Z h nn I Be —None CF LT-G... T j I 25 M25 N11 N12 "Z-Ch nnel —Beam Non GF_LT-G... Tvnical 26 M26 N12 N27 6"Z-Channel Beam I None CF LT- T ical 27 M27 N27 N10 6" -Channel Beam None CF_LT G... ical 2 M28 N2 N 4 2. "PIPE Beam Pie HR PIPE 29 M29 N30 N35 2.5"PIPE Beam Pie HR_PIPE-.. Typical M3 N 1 N36 I 2 "PIPE Beam Pipe HR PIPE%, TWiCaj 31 M31 N32 N 7 2.5"PIPE Beam Pie HR_PIPE-.. Tvvical 32 M32 N33 N38 2.5"PIPE Beam Pie HR PIPE- Typical 33 M33 N34 N41 6"Z h nn I__Bgam None CF_LT-G... Typical 34 M34 N42 N50 L2X1.5X14GA4Beam None GEN_LT-... T ical 35 M 5 N44 N 1 L2X1.5X14GA m N ne GEN LT-... T i I 36 M36 N46 N52 L2X1.5X14GAam Non GEN LT-... T ical 37 M37 N48 N53 UX1.5X14GA38 am None GEN LT-... Typical M N N 4 L2xt.5XtaGA Beam None GEN LT-... Typical 39 M39 N55 N56 L2X1.5X14GA Beam None GEN LT--.. Tvoical 40 M40 N41 N42 "Z- h nn B m —None CF LT-G... Typical 41 M41 N4 N43 6"Z-Ghannell Beam N n CF LT-G... Tyoical 42 M42 N43 N35 6"Z-Ch nnel Beam None CF LT-G.-. Typiqal 43 4 N35-- N44 6"Z-Qhannel B Non CF LTG T i I 44 M44 N44 N45 "Z n el Beam on CF_LT-G... T j I 4 1 M45 N 5 N4 -Ch n e! Beam None CF LT-G... Typical 46 M46 N4Q N "Z- h nn I-Beam None CF_LT-G... lypical 47 M47 N36 N47 6"Z-Channel Beam N ne CF_LT-G... T ical 4 M48 N47 N48 "Z-Channel Beam None CF LT-G... Typical 4 M49 N48 I 16"Z-Channell Beam None CF LT-G... T ical 50 M50 i N49 N37 6"Z-Channel Beam None JCF LT-G... Typical 51 M 1 I N 7 i N h nn I Beam None CF_LT-G.. Tygical 2 M 2 N39 N40 "Z h nn l Beam None CF LT-G... TvDicall 53 M53 N40 N55 6"Z Channel Seam None CF_LT-G... T ical 54 M 4 N N3 "Z- h nn I B m N n CF LT-G... T is I M N 7 N62 2.5"PIPE Be m i HR PIPE... T is I 56 M 6 N58 N63 2.5"PIPE Beam Pie HR_PIPE-.. T ical 7 M57 N59 N64 2. "PIPE Be m Pie HR_PIPE-.. Tvnical M "PIPE Beam pipe HR PIPE-.._jyp[C I 59 M59 N61 N66 2.5"PIPE Beam Pie HR_PIPE-.. T jcal M N 2 "Z- h n I m —None CF LT-G... Typigal 61 M61 N70 N78 L2Xt.5x14GA Beam None GEN_LT-... __Typical 2 M62 N72 N79 L2X1.5X14GA Beam Non GEN LT-... Typical 3 M N74 N L2X1.5X14GA ge_am N ne GEN LT-... T j RISA-3D Version 7.0.2 (1...1.-.1...\...\-..1...1...1...1Rack-10x10-20 Degree-Ai_T-2 Min Pen 4 Bays- 36 inch La-gEgES61 ' Company Oriel Engineering Pag e- Al2 ' Designer DRO Job Number _ 480. Standard 10x10 Min_ Pen (20 Degree Tilt) Rack Checked By: ' Member Primary Data (Continued) Label W i 4 M 4 L2X1.5X14GA g m N n GEN LT-... T i I 65 M65 L2X1.5X14GA Beam None GEN LT-... T ical ML2X1.5X14GA Be m N n GEN LT-... i t 7 M 7 -7 6" Bann I B m N n CFLT-G... T i I 68 M68 6"Z-Channel Beam None CF—LT-G... Typical ' 9 M 9 N71 N63 6"Z-Ch nn I Beam N n CF LT-G..- Typic,11 70 M70 N63 N72 - h nn I Beam N n CF LT-G... Typical 71 M71 N72 N73 6"Z-Channel Beam None CF_LT-G... T ical L7M N7 N74 "Z h nn I B m N n CF LT-G... T i ! ' N74 N64 6"Z Channel Beam None CF_LT-G... Typical N64 N75 6"Z-Chann I Beam None CF_LT-G_ T ical N7 N76 "Z h nn I B� m N ne CFLT G... T iC , N76 N77 fi"Z Channel Beam None CF_LT-G... Typical ' 77 M77 N65 N6 "Z-Ch nn 1 B None CF_LT-G... Typical 78 M78 N65 N67 6"Z-Channel Beam None CF LT-G... Typical 79 M79 N67 N68 6"Z Channel Beam None CF_LT-G... T (cal 8 M N N "Z h nn I S one CF_LT-G:.. Typical ' 81 M81 I N83 N66 6"Z-Channel Beam None CF_LT-G... Typica, 2 M 2 N "PIPE 6m Pipe HR_PIPE-.. Typical 83 M83 N86 N91 2.5"PIPE Beam Pie HR_PIPE-.. Typical 84 M84 N87 N92 2.5"PIPE Beam Pi HR_PIPE-.. T ical ' 85 M85 N88 N93 2.5"PIPE I Beam Pine HR PIPE-,., Typical 86 M86 N89 N94 2.5"PIPE Beam Pie HR_PIPE .. T (cal 7 M87 N90 N97 "Z- h nn I Beam —None ICF_LT-G.., T i al 88 M88 N9$ I N106 I L2X1.5X14GA Beam None GEN LT-... T ical ' 89 M89 N100 N107 L2X1.5X14GA Beam None GEN LT-... T ical M9 N 1-0 2 N108 L2X1.5X14GA Beam None GEN LT,- T i al 9F1 M91 N104 N109 L2X1.5X14GA Beam None GEN LT-.,. T (cal 2 M92 N Nil L2X1.5X14GA Beam None GEN LT-... ' 93 M93 I N111 N112 L2X1.5X14GA Beam I None GEN LT-... T ical 94 M94 I N97 I N98 6"Z-Channel Beam None CF LT-G... T ica, 5 M95 N 8 N29 16"Z-Channel Beam None CF_LT-G... T 1 at 96 M96 N 9 N91 6"Z-Channel Beam None CF LT-G... T i al ' 7 M 7 N 1 N10 h nnel Beam None CF LT-G... Tvoical 98 M98 N100 N1 1 f "Z- h nn I Beam Non CF LT-G... Typiral 99 M99 N101 N102 6"Z-Channel Beam None CF_LT-G... Tyvical ' 100 M1 00 N1 2 N 2 6"Z h nn I-Beam NQne CF LT-G... jypiCal 101 M101 N 2 N10 6" -Channel Beam Nong CF LT-G... Typical 102 MI 02 N103 N104 "Z- h n l Beam n CF LT-G... T i I 1 M10 N1 4 N10 6"Z h nn f Beam None CF_LT-G... I T ical ' 104 M104 N105 N93 16"Z-Channell Beam None CF LT-G... T ical 1 5 M1 Q5 N 93 N 5 6"Z- h nn I Beam- None CF LT-G... Tyr)ical 106 M1 N95 N 6"Z- hannell Beam None CF LT-G... Tygioll 107 M107 N96 N111 6"Z-Channel Beam None CF LTG... -Tyipical ' 108 M108 N111 N 4 6"Z h nn f Beam None CF LT-G... Typical 109 M109 N113 N118 2.5"PIPE Beam Pipe HR PIPE-... T ical ' 110 M110 N114 N119 2.5"PIPE Beam Pie HR PIPE- Tpical 2- PIPE PIP IPM E111 111 N115 N12 Beam Pine HF3 112 M112 N11 -. Typical 2. " Beam Pi HR PIPE-.. Typical 113 M113 N117 N122 25"P Beam Pie HR PIPE-.. T ical114 M n I Beam None CF LT-G... T is l 115 M115 N126 N1 4 L2X1.5X14GA g m N)[Le IGEN LT-... Typjs I ' 116 M116 N128 N135 L2X1.5X14GA Beam None GEN LT-... T ical L2 117 M117 N1 0 N1 6 X1.5X14GA g m Non GEN_LT... Typi I 2", N132 N137 EX1.5X14GA gam None GEN_LT-... T kcal 9 N123 N138 L2X1.5X14GA Beam None GE _LT-... T (cal N1 N14 L2X1.5X14GA g d N n GEN LT-... T iCa RISA-3D Version 7.02 [1...1...1...1...\...\...\...'1...\Rack-10x10-20 Degree-ALT-2 Min Pen 4 Bays- 36 inch Lea] Company Oriel Engineering Page: A13 ' Designer DRO ,- — Job Number : 480. Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked By: ' Member Primary Data Continued L I Ql i-0i oint otate(de �t[9�Shape p i ,t D I 121 M121 N125 N126 6"Z- h nn I B m None CF_LT G... T i l 122 M122 N126 N127 6"Z-Channel Beam None CF LT-G:.. Typical ' 123 M12 N127 N119 "Z h nn I B m Non CF LT G... T is I 124 M124 N11 N12 "Z- h nn 1 B m N n CF LT-G... T ICaI 125 M125 N128 N129 6"Z-Channel Beam None CF_LT-G... Ty ical 1 12 M12 N42 Ni " Z h nn 1 B m N n CF LT-G... Typical 12 M127 N13Q N120 T Z-Cheinn I Beam Non CF LT-G... T is I 128 M128 N120 N131 6"Z-Channel Beam None CFLT•G.:• T 'icaI 12 M12 N131 N1 2 "Z- hann I Beam None CF LT-G.-. T i al ' 130 M130 N132 N133 6"Z-Channel Beam None cF LT G::_ T i al 131 M13i N133 N121 6"Z-Channel Beam None CF LT-G... T ical 1 2 M1 32 N121 N12 "Z- h-nn I B m N n CF LT-G... Ivoical 133 M133 N123 N124 6"Z Channel Beam None CF_LT-G...I Tvi2ical ' 134 M1 4 -1\1124 Ni 6"Z- h nn I B m N ne CF_LT-G...I Typical 135 M135 N139 N122 6"Z-Ghannefl Beam None CF LT-G... T ical 136 M136 N13 N41 4"Z-Channel Be m None CF_LT-G..: T ical 137 M137 41 N 9 4"Z h nnel B am Non CF LT-G... T i I ' 138 M138 N69 N97 4"Z-Channel Beam None CF LT-G... Typical 13 M139 N 7 N125 4"Z hannel Beam Non CF_LT-G... T is I 140 M140 N22 N50 4"Z-Channel Beam None CF LT-G.- T ical 141 M141 N50 N78 4"Z-Channel Beam None CF_LT-G••• T ical ' 142' 142 N7 N1 4"Z- h nn I B - N n CF_LT-G... T i I i43 M143 N106 N134 4"Z-Channel Beam 7 None CF_LT G... T ical 144 M144 Ni N 4"Z-Channel G —Beam _ T i I 145 Mi 45 N43 N71 4"Z-Channel Beam None CF_LT-G-.. T ical ' 146 M146 N71 N99 4"Z-Channel Beam None CF_LT-G... T ical 147 M147 N 9 N127 4" -Channel B m N n CF_LT-G... Typical 148 M148 N23 N51 4"Z-Channel Beam None CF_LT-G... Typical 1 M14 N51 N7 4"Z-Ch nnel B m None CF LT-G... T is I t 150 M150 N79 N107 4"Z-Channel Beam None CF_LT-G... Typical, 151 M151 N107 N135 4"Z-Channel Beam None CF LT-G... Typical 152 M1 2 N17 N45 4^Z h nn I B m None CF_LT-G... Typical 153 M153 N45 N73 4".Z-Channel Beam None CF_LT-G... Typical ' 154 M154 N73 NIGI 4"Z- h nnel Beam . None CF LT-G... Typical. 155 M1 55 N101 N129 4"Z-Ch nn I B m None CF_LT-G... Typical 156 `M156' N24 N52 4"Z-Channel Beam None CF_LT-G... T ical 1 7 Mi 7 N 2 N80 4"Z-Ch nnel 8 m N n CF LT-C- T is I ' 1 1 8 N 0 N1 8 4"Z- h ' n I B m IN n CF LT-G... , Typigal 159 M15 N1 8 N1 4"Z-Channel Be m N n CF LT-G... T Dical 1 Mi 0 Ni N47 4"Z- h nnel -B earn None CF LT-G.... Typical 161 M161 N47 N75 4" Z-Channe4 Beam None CF_LT-G... Typical 1 1 2 Mi 2 N75 N1 3 4"Z h nn 1 Beam NQne CF LT-G... Typical 1 3 M1 3 N103 N1 1 4"Z-Channel Be m None CF_LT G... T is 1 164 M164 N25 N53 4"Z-Channel Beam Non cF LT G... T ical 1 M1 5 N53 N 1 4"Z- h nn el' B m N n CF_LT-G... T ical 1 Mi R 1110.1 N1 —.14"Z-Channel Beam None CF LT-G... T i I 167 M167 N109 N137 4"Z-Channel Beam None CF LT-G... Typical 1611M1.68 N21 N4 4"Z h nnel_6P,am . Non e CF_LT-G..: Typical 1 16 M169 N4 N77 4"Z-C nn I Beam N n CF_LT G... Typical 170 M170 N77 N105 4"Z-Ch nnel Beam None CF.LT-G... Typical 1*6&1 N10 N13 4"Z-Channel B m None CF_LT-G... Typical 1N2 4"Z h n l 8 m N n CF LT-G... T i l 1N54 N82 4"Z-Channel Beam None CF_LT G... T ical iN 2 N11 4"Z- h nnel B m N n CF_LT-G... T i I 1 4"Z-Channel Beam None CF_LT-G... T ical 1N12 N40 4"Z-Channel Beam None CFLT-G--. T ical 1N4 N 4"Z-Ch nn I -B earn None ICF_LT-G... RISA-3D Version 7.0.2 [I...1...1...1-..1...1...1.-.I...\Rack-i0xi0-20 Degree-ALT-2 Min Pen 4 Bays-36 inch Lof�mg[SQJ] ' Company Oriel Engineering Page, A14 t Designer DRO Job Number : 480- Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked By: ' Member Primaly Data Continued Joint Qint h ri i 17 17 IN 8 N 4" - h nn 1 B m N n CF LT-G... i I 179 M179 N96 N124 4"Z-Channel Beam None CF_LT-G... T ical ' 18 M1 N28 N 6 4" Ch nnei B m Non CF_LT G... T is 181 M1 i N5 N 4 4"Z h nnei Be m Nan CF_LT-G... T i f 182 Mi 82 N84 N112 4"Z-Channel Beam None CF LT G... Typical 18 M1 N112 N14 4"Z h nnel Beam None CF_LT-G.,, T i _ Plate Primary Data ' L i A Joi B int C it 0 oin M ri Thickness in 1 P1 N13 N22 N50 N41 GEN_LT%r ST... 1 2 P2 N41 N5 N7 N 9 GEM_LT-GA-ST... 1 3 P3 N69 N78 N106 N97 GEN_LT-GA-ST... 1 4 P4 N97 Ni06 N134 N125 GEN_LT=GA-ST.:. 1 5 P9 N15 N23 N51 IN GEN LT-GA-ST... 1 - 6 P10 N43 N51 N79 N71 GEN_LT-GA-ST... 1 . 7 P11 N71 7 N1 7 N 9 GEN_LT-GA-ST... 1 ' 8 P12 N99 N107 N135 N127 GEN_LT-GA-ST... 1 9 P17 N17 N24 N52 N45 GEN_LT-GA-ST... 1 10 P18 N45 N52 N80 N73 GEN-LT-GA-ST... 1 11 P19 N73 N80 N108 N101 GEN_LT-GA-ST... 1 _1 2. P2 N1 1 N1 8 N136 IGEN LT-GA-ST... 1 13 P25 N19 N25 N53 N47 GEN_LT-GA-ST... 1 14 P26 NA7 153 Nei N75 GEN_LT-GA-ST... 1 15 P27 N75 N81' 109 N103 GEN_LT-GA-ST... 1 16 P28 NiN103 Ni 09 N 137 N 131 GEN LT-GA-ST... 1 17 pqq N21 N26 N54 N4 GEN_LT-GA-ST.,. 1 18 -P34 N49 N54 N82 N77 GEN LT-GA-ST... 1 ' 19 P35 N77 N82 N110 N105 GEN LT-GA-ST... 1 20 P36 NI 05 N110 'N138 N133 GEN_LT-GA-ST... 1 21 P41 N12 N28 N56 N40 GEN LT-GA-ST... 1 22 P42 jg40 N56 I N 4 N 8 GEN LT-GA- T_ 1 ' 23 P43 N68 N84 N112 N96 GEN LT-GA-ST... 1 24 P44 N96 N112 N140 N124 GEN LT-GA-ST... 1 ' Basic Load Cases �G_Des ri ewry-7T57UF7 Point 1 Solar Panel DL None 2 Wind U /Down N n48 Win H riz N n 4 . EQ.LN-S) None 5 E -W N n Member Distributed Loads BLC 1 : Solar Panel DL Mmber LabQ Q�rYYoo� t�rt_M_a�i Maanitl�[k(�>r}. . tar#r Location ° 1 M136 Y I 0 p7°1-� .2 M137 Y -.011 -.011 0 0 3 M1 Y -.011 All p 4 M139 Y 011 -.011 p 0 S M 140 Y .011 -.01 1 0 0 6 M141 Y .011 -.01-1 0 0 7 M142 Y -.011 --011 0 0 M143 Y 11 T1 0 10 9 M144 Y7 D11 -011 0 0 RISA-3D Version 7.0.2 [1...1...1...1...1...1...\--.\...\Rack-10x10-20 Degree-ALT-2 Min Pen 4 Bays - 36 inch Le#*gE86] ' Page: Al Company : Orie2 Engineering ' Designer DRO Job Number .. 480. Standard 10x10 Min_ Pen (20 Degree Tilt) Rack Checked Fay: ' Member Distributed Loads BLC 1 : Solar Panel DL Continued Member I awl Dirprfinn SUI Maanitude[Wft....End MactnijUde[k/ft.d.. I i n o 1 MI 45 Y 11 -.011 11 M146 Y 011 11 0 0 12 M147 Y 1 i -.011 13 M 14 Y -.011 ---oil 0 14 M149 Y -.011 -.011 0 .. j17 M15 Y 11 -011 0 ' M1 1� Y 11 - M152 Y -.011 -.011 0 0 18 - M153 Y -.01 %011 19 M154 Y -.011 -.011 0 0 -- ' 20 M155 Y -.011 -.011 0 21 M15 Y 11 - 11 0 22 M157 Y -.011 -.Q 1 p 23 M1 8 Y Ail 0 ' 24 M159 Y -,011 -: 1 0 . 0.. 25 M160 Y -.011 -.01l 0 M 1 61 Y -. 11 11 27 M162' _Y 011 -.01 1 0 2 M16 Y 11 11 0 29 M164 Y -.011 -.011 0 0 M165 Y -.011 01 i _0 0 ' 31 M1 6 Y -.011 -01 1 Q 2 M 167 Y -.011 -.011 0 0 33 M16 Y -.011 11 0 34 M169 Y -.011 -.011 0 0 ' 35 M170 Y -.011 01 i 0 0 3 Mi 1 Y 1i 11 0 0 37 M172 Y 011 .011 0 0 38 M17 11 �0 . 39 M174 Y -.011 011 0 - p 40 M175 Y 011 -.011 0 0 41 M177 Y 11 -.011 0 0 42 M177 Y 011 11 0 0 ' 4 M17 Y ^. �_ Q 44 M17 Y ii 11 45 M 180 Y -.011 -.011 0 0` 46 M1 1 Y 11 11 0. ' 47 M1 2 Y .011 -.011 0 0 48.1 M1 Y --,oil �11 ' Member Distributed Loads IBLC 2: Wind U /Down 1 Mem r L Direction $ r Mn� k! .. Ma nitud . L ft1 Y 05 5M M137 Y 5 M138 Y 1005 .005 0 0 M1 Y 0 0 M 14 Y 00 05 0 M141 Y .005 0 5 7 M142 Y 8 M143 Y .005 .005 0 0 9 M144 Y _005 .005 0 1' M14 Y - 11 M146 YE,005 005 .005 0 0 12 . M147 Y005 .0 5 0 i3 M148 Y 0 014 M149 Y005 .00 01 M1 Y � 5 0 RSA-M Version 7.0.2 IN. ...1...1__.i...i...l---1...\Rack-i Oxi 0-20 Degree-AL T-2 Min Pen 4 trays-36 inch Lkpgr8el Company Orie2 Engineering Page: A16 ' Designer DRO Job Number : 480. Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked 8y=_ ' Member Distributed Loads (BLC 2: Wind LU Mown)) Continued ti4OIftILe 16 M1 51 Y 0 17 M 152 Y .005 05 0 0- - 8 1 1 19 M1 4 Y p 05 p 20 M155 Y 5 .005 0 0 21 M1 6 Y .00 .005 0 1 2 M1 Y 0 23 M1 58 Y .005 .005 0 0 i5 Y 25 M160 Y .005 .005 0 0 ' . 26 M161 Y .005 5 0 0.. 27 M162 Y 5 QQS0 0 28 M163_ Y .005 .005. 0 0 ' 29 M164 Y OQ5 .0 0 0 M 165 . Y .005 i005 0 0 1 M166 Y 05 f}5 0 0 2' M1 7 Y ' 33 M168 Y .005 .005 0 0 4 M169 Y 05 35 M170 Y .005 .005 0 0 36 M171 Y 5 nn5 .0 0 ' 37 M172 Y .005 .005 _ 0 0 38 M173 Y .005 .005. Q - 39 M174 Y .0 0 0 40 M175 Y .005 .005 0 0 41 M 176 Y .017 .017_ 0 p 42 M177 Y . .017 .017 __ 0 43 M178 Y .017 .017 0 0 44 , M17 Y 17 17 _Q _ _ 0 45 M 180 Y .017 .017 0 0 46 M181 Y .017 017 0 0 47 M1 82 Y .017 017 48 M183 Y 1117 W 7 0. 0 ' Member Distributed Loads(BLC 3 : Wind Horiz Memt r I DLrWion agnAu_defkLft...E it�d�[kLft, art L9cationlft,%] -_ ra do 1 M1 6 Z 5 .005 0 _. 2 MI 37 Z _0 .005 Q p 3 M138 Z .005 .005 0 .4 . M139 Z _0 5 ' M140 Z 0 0 6_ M 141 _ Z .005. .005 0 Q 7 M142 Z 0 0 0 M14 Z 05 0 ' 9 M144 Z .005 .005 0 0 1 M1 45 Z .0 0' 0 11 M146 Z 00 5 p 12 M147 Z .005 '005 0 0 - 13 M148 05 .005 14 M 149 Z .005 . 05 0 0 15 M150 Z .005 0 0 1 M1 51 . . 1 17 M152 Z .005 .005 0 0 18 M153 Z 05 :0 p 0 19 M 154 Z .005 .005 0 Q 22 MI 55 Z .00 _ .005. 0 0 21 M15 Z .00 .005 0 RISA-31D Version 7.0.2 [1...i...1.._1...\_._1...1...1...IRack-10x10-20 Degree-ALT-2 Min Pen 4 Bays - 36 inch Rwr3a] ' Company : Orie2 Engineering Page: Ai 7 Designer DRO Job Number : 480- Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked By: Member Distributed Loads(BLC 3 : Wind UjQfiz Continued mber Label i n M i i i n ° M157 Z 0 0 23 M158 Z Q05 .005 0 0 M1 9 0 2 M1 Z 0 .26 M161 Z 005 .005 0 p 2 M1 2 Z 5 - 2 M1 Z 0 29 M164 Z .0051151 0 0 30 M1 z 1 M166 z .0 032 Mt 67 Z .005 0 3 M 168 Z 0 0 34 M169 Z .005 05 0 0 M17 Z .005 0 1 36 M171 Z .005 5 0 0 37 M172 z 5 .00 0 0 3 11 - Z .005 05 0 9 M174 Z .005 .005 Q 0 4 M1.7 5 41 M176 Z .02 �02 p 42 M177 z _ .02 _02 .: 0 0 43 M178 Z 2 .02 0 44 M179 Z .02 .02 —0 0 45 M1 0 Z Q2 2 0 46 M181 z 02 .02 0 p 1 47 M182 Z .02 .02 0 4 M 1a3 Z 2 02 Member Distributed Loads BLC 4 : FQ N-S ' 1 M nb-er La M136 i ` Z —�8tart�1 onO�d .. aaaitude SSa�E �a "on[ft%° 2 M1 7 Z 0 007 7 0 0 3 M138 Z .007 07 0 p 4 M139 Z 007 007 0 p M14 Z .007 7 � 0 i 6 M141 . Z .007 07 0� p 7 M142 Z OQ7 7 p 0 ' M14 Z 7 0 7 0 0 9 M144 z .007 .007 0 0 1 14 .Z 7 t1 M146 .007 7 0 p 12 M147 Z 0 7 0 7 -Q . i3 M14 Z 07 7 p 14 M14 Z 0q4-7� Q 15 M150 Z .007 0 0 16 M151 .0 7 017 M1 2 Z 7 0 18 M1 3 Z 07M154 77 0 20 M155 z 007 7 21 M1 6 Z 07 7 0 0 22 M1 7 7 QQ7 23 M158 Z .007 .007 24 M159 z .007 7 0 25 M i 60 Z .007 .007 0 0 26 M16T Z .007 007 L27 M1 2 . 07 07 0 . 0 RiSA-3D Version 7.0.2 1...1...1...1...1...1...1...i...IRack-10x10-20 De ree-ALT-2 Min Pen 4 Bays-3 —._ 9 6 inch il�rld] Company Oriel Engineering Page: A18 Designer DRO Job Number : 480. Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked By: Member Distributed Loads(8LC 4 . EQMember Lg N;S lContinued)Start Magnitudgf To ° n ° 2 M1 Z 7 29 M164 Z .007 0 0 M1 Z 7 1 M1 6 Z . 772 M167 Z .007 0M16 Z 7 0 4 1 Z �-007 0 7 35 M170 Z .007 0 0 171 Z 7 0 37 M172 Z .007 .007 0 0 38 M173 Z .007 .007 0 0 9 M174 Z 007 .0 7 0 0 40 M175 Z .007 .007 p 41 M176 Z 007 07 0 42 M177 Z 007 .007 0 0 . 43 M17 Z .007 007 0 0 44 M179 07 7 0 0 45 M180 Z .007 07 0 46. M181 _ Z 0 7 7 0 47 M182 Z 007 .007 0 0 0 48 M183 Z 007 .007 0 0 Member Distributed Loads 8LC 5: EQ E-W Member La I Dire ri"M Direction st ni��k/tt...End M ni de h .. .ta L cati nLq 1 M136 X .007 .007 0 0 2 M137 X .007 .007 0 0 3 M1 X 07 .007 0 4 M139 X 007 .007 0 0 5 M140 X .007 .007 0 0 6 M141 X .007 .007 0 0 7 M142 x .007 .007 0 0 8 M1 X 7 07 9 M144 X 007 .007 0 0 10 M1.45 X .007 .007 0 0 11 M14 X . 07 .0 7 0 12 M147 X .007 .007 0 0 1 M148 X 07 0 7 0 0 14 M149` X 7 7 0 15 M150 X .007 .007 0 0 16 51 X .007 QQ7 - 0 17 M152 X QQ7 07 0 18 M153 X .007 007 0 1 MI 54 X 7 0 2 M1 5 x 0 7 . 07 21-L M156 X 007 .007 0 0 22 M157 X 07 7 0 23 M1 X .0 7 007 0 0 24 M1 X .007 ..007 0 0 2 M1 60 60 X .007 . 7 0 0 26 M161 X .007 .007 0 0 27 M162 X .007 .007 0 0 2 M1 63 X QQ7 29 M164 X .007 .007 0 0 30 M165 X .007 .007 0 0 31 M166 X .007 .007 0 0 32 M167 X 007 .007 0 0 3 M 168 X 007 .007 RISA-31D Version 7.0.2 [1.-.1..-1...\.'A...1...1-..\..-\Rack-10x10-20 Degree-ALT-2 Min Pen 4 Bays - 36 inch IFaWr3d] ' Company Oriel Engineering Page: A19 ' Designer DRO Job Number : 480. Standard 1 Ox10 Min- Pen (20 Degree Tilt) Rack Checked By: ' Member Distributed toads LBLC 5: E E--W Continued m r r i 4 M1 X 07 7 0 35 M170 X 007 007 0 0 ' M171 X 7 07 37 M172 X 7 .007 0 38 M173 X 07 07 -j 0 3 M174 X 0 7 .007 0 4 M 75 X 7 7 0 41 M176 X 7 0 7 0 0 42 M177 X 7 7 - 43 M178 X 7 .007 0 1 44 M179 X 7 7 0 0 0 -4-5— M 1 0 7 07 0_.. . 0 4 M 181 X .007 .007 0 0 47 Mi 82 X 7 Q07' 0 0 48 Mt83 X 0 7 .007 p 0 ' Member Point Loads Member Label Direct!!-on _ Oi n[ft%]_� M�g�tu�k,k_ftI Lo. Q No Data to Print... Joint Loads and Enforced Displacements Joint_Label L D,M Direction Ma ni M1 ' No Data to Print... gie[I<,k_fts�rad k_s�?f�]� Load Combinations ' D scnot' n Iay Factor LC F L F F r F r 1 DL+W ri ht11 12 1 3 B2 DL-W left1 1 2 -1 33 DL+EQ(N-S) 1 1 4 -1 4 DL+EQ{E-W)5 DL 1 1 1 RISA-3D Version 7.0.2 [1.._1...1_..1...1__.1...1._.',...\Rack-iOx10-20 Degree-ALT-2 Min Pen 4 Bays -36 inch PaWr38] ' TY Page: A20 ' i A'x ski` ' :b0 fl -.005hMf° 1 OD6kln ' 02k7tF2 1 ft :b ft b0 -.0 .0 tt ' -.0 Y6 ft _ i 1 / 1 Loads:LC 1,DL+W(right) Results for LC 5,DL Orie2 Engineering Standard 10x10 Min, Pen (20 Degree Tilt) Rack DRO Feb 7, 2008 at 11:13 AM 480. Dl_+W (right) Rack-1000-20 Degree-ALT-2 Mn... 1 ' Page: A21 �x t ' 02k/n o8 liift n o8��#4" n -:0$ htft Y1n 49 n o8ghf1 n .006k/ft f t •t- 1 1 ' Loads:LC 1.DL+W(right) RcsuMs for LC 5,DL Orie2 Engineering Standard 10x10 Min. Pen (20 Degree Tilt) Rack ' DRO Feb 7, 2008 at 11:15 AM 480. Dt_+ W (right) Rack-I Ox1 0-20 Degree-ALT-2 IWn... ' Company Oriel Engineering Page: A22 ' -Designer DRO - Job Number : 480. Standard 10x10 Min_ Pen (20 Degree Tilt) Rack Checked By- ' Joint Reactions jint _ Y-IK1 - t�0►�st3 1 1 N1 .007- _ 253 .379 0 0 0 2 1 N2 0 0 F0 0 1 N3 .0 .199 6 0 0 0 LA 1 N4 0 .221 . 0 0 0 0 5 1 N - 9 1 0 0 i N2 2 7 1 N30 .128 0 0 0 0 1 N 1 . 11 0. 9 1 N32 .032 0 0 0 1 1 N33 0 -.02 0 0 0 , 11 1 N7 3 416 0 0 0 12 1 N58 0 .106' _ 0 0 13 1 N .2 5 448 0 0 -4 1 N60 :241 0 0 0 1 1 N61 -. 11 .3 4 0 0 0 1 1 -N85 2 0 • 0 ' 1 1 N86 -128 0 0 0 1 . . 1 N 7 0 11n 0 19 1 N88 32 0 0 0 0 20 1 N89 0 .0.0 26 0 0 0_ 0 Nf13 07 .23 37 � 0 22 1 N114 0 .063�_ 0 0 0 0 2 i N115 0 2 .1 .436 0 0 24` 1 N116 0 221` 25 1 N117 .003 -.229 .361 0 0 T O ' 1 26 1.. 1 1 Totals:' 0 1.92 3 6 27 1 1 COG tt : X:20 Y:3 Z: 10.687 - tMember Cold Formed Steel Code Checks(Bv Combination 1 1 M6 r Zx3x160 nyYlk.. k"• ' .434 0 .067 0 21.918 37.5 2.086 4.752 1 .6 .978 C5.2..- 2 1 M13 Zx3x166 195 '3.25 .002 0 .19.8031 37.5 2:086 4.752 1• -.858L979 C5.2... 1 M14 7-x3x16G .201 0 6 Q 18.786 37.5 12086 4.7 1 .213.575 C5.2... 4 1 M15 Zx3x16G .018 0 .003 0 20.647 37.5, 1.913 6.193 ' 1 .498.719 C5.1-..: 5 1 M16 Zx3x16G .021 .7 014 21.81 1 Mi 3zx3xl6G . 76 4 .012 7 1 M18 Zx3x16G .133 3.25 .032 0 19.803 7. 2.086 4.752 1 .6 •596 C5.1..• 8 1' M19 -3ZK3xl6GA 191 1 2 1 ! 21 f 7. 4.752_ 1 7 2 C5.2::• 9 1 M20 7x3x16G .324 - 10 1 M21 Zx3x16G '060 3.25 .006 0 -�y_f 189.8 3 .5 2: 86 4.752 1 . .822 C5•2••. 11 1 M22 Zx3x16G 4 7 0 .78 37. 2. 4.7 1 .95 .7 C5.1... 12 1 M23 Zx3xi6G 4 •7 4 21. 1 13 1 M24 zx3xlsG 044 2.5 .019 .0_ 20.647 37.5 1.913 6.1 1 .597.271 C5.1... 14 1 M25 Zx3x16G A 36 4 2 _ 1 -7 15 1 M26 Zx3xl6G .314 13257 16 1 M27 Zx3x16G 1 .362 .25 .061 Q 21.9i 8 7 5 2. 86 .752' 1 6 .97 C5.1... 17 1 M33 Zx3x16G .0 •25 1 21.93 37. 18 1 M40 Zx3x16G •0$5 0 027 1 0 lvllqRnql37.5 2. 86 4.752 1 54. 45 C5.2... 19 1 M41 Zx3x16G .088 4 .005 0 10 7.5 2.086 4.752 1 6i .846 C5.2... -20 1 �M42 Zx3x16G _06.G _2.5_ QQ7 �Q y Q.fi47�37 2.Q$6. 4.7� f __ 75tiC5:2..: 21 1 M43 Zx3x16G .064 Q ns7 0 21.$i 37.5 2A 4.752 1 .816?689 G5.2... 22 , 1 M44 7-x3x16G '1 1 . 4 29 1 A71361 37.5 2. 86 4.752 1° 6' .573 C5:2:.: 23 1 M45 Zx3x16G .053 3.25 .010 0 Y 19.803 37. 1.913 6.1 3 1 6 .689 C5.1... ' 24 1 M46 Zx3x16G .060 . 0 -032 0 y. f.101 37.5 Q 4.7 2 1 6 .456 1••• 25 1 M47 Zx3x16G 0 9 2 2 21.1 1 7.5 2nAr, R1SA-3D Version 7.0-2 1_-.1...1_..1...1...1...1...1..ARack-10xi0-20 De � gree-ALT-2 Min Pen 4 Bays - 36 inch Il2r39) ' e: A23 Company Oriel Engineering Pa g ' Designer DRO Job Number : 480. Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked By: ' Member Cold Formed S eel Code Checks (Ov Combination Continued LC M ' Pn m vvCmzz an 2 1 M4 Zx3x16G 4 3.25 11 3 7.5 2.086_ 4.752 1 2. 2 C5.2... ' 27 1 M49 Zx3x16G .096 0 .001 LO i v 118.786 11 37.5 2.086 4.752 1 M775 C52 2 1 M Zx3x16G 77 121.813 7. 2.0 4.752 1 2 1 M 1 ZxU16G .1 2. .01 2 47 7. 2. 4.752 1 30 1 M52 Zx3x16G .189 4 .012 0 18.786 37.5 2.086 4.752 1 1 1 M Zx3x16G 5 1 Q 7.5 2. 8 4.752 1 2 2 7 21-931 7. 2. .7 2 1 4 C5.2... 33 1 M60 Zx3x16G .476 0 .087 0 21.918 37.5 2.086 4.752 1 .6 .974 C5.2-- 4 1 M 7 Zx3x16G 174 1 1 7. 2. 4.752 1 4 C5.2... 35 1 M68 Zx3x16G .177 0 .032 0 -Y-18-7861 37.5 2.086 4.752 1 1 .6 .572 C5.2... fi 1 M69 Zx3x16G .019 0 .0 9 0 20.647 37.5 2.212 6.193 1 .6 .437 C5.1... 7 1 M7 Zx3xl 6GN ntl .7� •Q1S_ 21. 1 7. 2.212 .19 1 C5.1... 3 1 M71 ZxU16G Q85 4 .014 0 18.786 37.5 2.086 4J52 1 .6 .65 C5.1..: ' 1 M72 Zx3x16G 138 2 7 1 7. .0 4.752 1 2 C5.2... 40 1 M73 Zx3x16G .179 2 .00 0 21.101 37.5 2.086 4.752 1 .6 .943 C5.z... 41 1 M74 Zx3x16G .354 0 .076 0 21.101 37.5 2.086 4.752 1 .6 .735 C5.2... 42 1 M7 Zx3x16G 6 2 19. 7. 2. 4.7 2 1 .6 1 C5.2... ' 43 1 M76 Zx3x16G .057 0 004 0 18.786 37.5 2.086 4.752 1 .6 .8 C5.2... 44 1 M77 ZxU16G 3 -7 4 21. 1 7. 2.21 .19 1 6 .42 C5.1.._ 45 1 M78 Zx3x16G 34 Q 017 0 20.647 37.5 2.212 6.193 1 .6 .263 C5.1... 46 1 M7 Zx3x16G 125 4 .020 0 18.786 37.5 2.086 4.752 1 .6 .678 C5.1... 47 1 M80 Zx3x16G 28 ,2L 4 19. 7.5 2 4.752 1 .6 32 C5.1... 48 1 M81 Zx3x16G .385 .25 .082 Q 21.918 37.5 2.086 4.752 1 .6 .973 C5.1... 49 1 M 7 Zx3x16G _ 0 .25 1 1 0 v 21.931 37.5 12.086 4.752 1 .6 C5.2... 50 1 M94 Zx3x16G -0 5 0 .027 0 19.803 37.5 12.086 4.752 1 .654.345 C5.2... ' 51 1 M95 Zx3x16G _088 4 .005 0 18.786 37.5 2.086 4.752 1 .361 .846 C5.2.__ 2 1 M Zx&16G 6 20.647 7 4-7 2 1 .7 C5.2... 53 1 M97 Zx3x16G .064 0 .027 0 2f.813 37.5 2.086 4.752 1 .816.689 C5.2... ' 4 1 M Zx3x16G 76 4 2 18.7 7. 2. 4.7 2 1 7 C5.2.,. 55 1 M99 Zx3x16G 053 3.25 O10 0 19.803 37.5 1.913 6.193 1 .6 .689 C5.1... 56 1 M100 Zx3x16G .060 0 .032 0 21.101 37.5 2.086 4.752 1 .6 .456 C5.1--- 7 1 M1 1 Zx3x16G gg 2 21.1 Q1 7. 4.752 1 .752 . C5.1... M102 zx3x16G 094 3.25 .010 0 v 19.803 37.5 12.086 14.752 1 .382.628 C5.2... 59 a 6G 6 1 18.78 7. 12,0 4.7 2 1 2 C5.2... f6G 77 .Q 21. 1 7.5 2.0 4.752 1 1 C5.2... 61 16G .109 2.5 .016 0 20.647 37.5 2.086 4.752 1 .8 .519 C5.2... ' 2 16G 12 0 1 .7 7 2. 6 4.752 i 2.77 C5.2... 63 16G 7. 2. 4.7 2 1 27.7 C5.2... 4 6G 7 I. 1 7.5 2. 14.752 .6 4 C5.2- 6 1 M114 Zx3x16G .434 7 I 21. 1 7.5 12.086 4.752 1 7 C5.2...1 ' 66 1 M121 Zx3x16G .195 3,25 .002 0 19. 03 7.5 2.08 4.752 1 .858.979 C5.2... 7 1 M12 Zx3x16G 1 0 6 1 .78 7.5 2. _752 .213.57 C5.2... 8 1 M12 Zx3x16G 1 2 47 7. 1.913 .1 1 .49 .71 C5.1... 69 1 M124 Zx3x16G .021 .75 .014 0 21.813 37.5 1.913 6.193 1 .761 .682 C5.1... ' 7 1 Mi 2 Zx3x16G 76 4 1 1 .7 7. 2. 4.752 1 29_ C5.1... 71 f M126 Zx3x16G .1 3.2 2 1 .803 7.5 2.0864.7 2 1 .6 C5.1... 72 1 M127 Zx3x16G .181 2 .012 Q 21.101 37.5 2.086 4.752 1 .739.92 C5.2... 7 1 M12 Zx3x16G 24 Q 21.1 1 7.5 2.08 4,752 1 .758.7 C5.2... ' 4 Ml 29 Zx3x16G 19.$03' 37.5 2.086 4.752 1 .822 C5.2... 75 1 M130 Zx3x16G .064 0 .007 0 18.786 37.5 2.086 4.752 1 .959.768 7 1 1 1 Zx3x16G 42 7 4 21.813 7. 1.913 6.1 1 . 08. C5.1... 77 1 1 2 Zx3x16G 44 2, 1 20.647 7. 1.91 6.193 1 7. 71 C5.1... 78 1 M133 Zx3x16G 136 4 .023 0 18.786 37.5 2.086 4.752 1 .259.673 C5.1... 7 1 M1 4 Zx3x16G . 14 2 07 0 19.8 7.5 2. $6 4.7 2 1 . 9. 9 C5.1... 60 1 M135. Zx3x16G .362 -2 .061 21.918 37.5 2.086 4.752 1 .6 .979 C5.1... 81 1 M136 4ZS2X060 .195 5 .008 0 4.002 27.35 1.288 1.097 1 1 1 C5.1... ' 1 M1 7 4Z52X060 1 R1SA-3D Version 7.0.2 [1...1___1...1...1...1.._1...1...1Rack-10x10-20 Degree-ALT-2 Min Pen 4 Bays- 36 inch Egpr38] Company Orie2 Engineering Page: A24 Designer DRO Job Number : 480_ Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked By-- Member Cold Formed Steel Code Checks LBv Combination)(Continued) t aEon 8 1 M1 8 4ZS2 s 0 �_ Q Sbea�U.008 0 4. 2 1 27. 5 1.2 1. 97 1 1 1 C5.1... 84 1 M139 4ZS2X060 .195 5 .00 0 4.002 27.35 1.288 1, 97 1 1 1 C5.1... 85 1 1 M140 4ZS2X060 197 8 4.QQ2 27. 1-2a 1 7 1 1 1 C5.2... 1 M141 4ZS2X060 ,1 4.002 27. 1. 1. 7 1 1 87 1 M142 4ZS2X060 .198 5 .008 0 4.002 27.35 1.288 1.097 1 1 1 MI 4ZS2X060 .197 4, 27. 1.2 1.097 1 1 1 C5.2... ' 1 M144 4ZS2--60 .195 4.002 27. 1.2 1.097 i 1 1 C5.1... 90 1 M145 4ZS2X060 .194 5 .008 0 X 4.002 27.35 1.288 1.097 1 1 1 C5.1... 91 1 M146 4ZS2x060 1 q .0 4.002 27,55 1.2 -l.Q97 1 1 1 C5.1... 92 1 M147 4ZS2XO60 .195 5 .008 0 y 4.002 27.35 1.288 1.097 1 1 1 C5.1... ' 93 1 M148 4ZS2Xo60 .199 5 .008 0 4.002 27.35 1.288 1,097 1 1 1 C5.2... 94 M14 4ZS2--60 2 Y-1AQQ2 27. 1.2 1. 7 1 1 1 CS,z... 95 1 M150 4ZS2X-60 .202 5 .008 0 4.002 27.35 1.288 1.097 1 1 1 C5.2... 6 1 M1 1 4ZS2X060 .1 .0 4.002 27. 1.2 1.097 1 1 1 C5.2... Ic 7 1 M152 4ZS2X-60 .198 5 .008 0 4.002 27.35 1.288 1.097 1 1 1 C5.2... 1 M153 4ZS2X060 .198 5 .008 0 4.002 27.35 1�288 1.097 1 1 1 C5.2... 1 M1 4 4ZS2Xo60 .1 08 4.002 27. 1.28 1. 7 1 1 1 C5.2... ' 1 1 M1 5 4ZS2x060 .1 8 .O 0 _ 4. 27. 5 1.28_ 11.097 1 1 1 C5.2... 101 1 M1 6 4ZS2---- .1 .0 4.002 27. 1.2 1. 7 1 1 1 kCs.l... 102 1 M157 4ZS2Xo60 .195 5 .008 0 4.002 27.35 1.288 1.097 1 1 1 C5.1... 103 1 M158 42S2-060 .195 5 .008 0 4.002 27.35 1.288 1.097 1 1 1 C5.1... 1 4 1 1 4ZS2X060 1 4.Q�27,. 1.2 1. 7 1 1 1 C5.1... 105 1 M160 4zS2Xo60 .194 5 fl08 0 4.0i.2 8 1. 97 1 10 1 M1 1 4ZS2x060 1 q 4.012 1. 7 1 1 C5.1... 107 1 M162 4ZS2Xo60 .194 5 .008 0 4.002 27.35 1.288 1.097 1 $11 C5.1... 108 1 M163 4zS2Xo6o .194 5 _008 0 4.002 27.35 1.288 1.097 1 C5.1... 109 1 M1 4zS2X-60 .201 O8 4.002 27.35 1.2 1. 7 1 C5.2...110 1 M165 4ZS2X060 .205 5 .008 0 4.002 27.35 1.288 1.097 1 C5.2... 111 1 M1 4ZS2x060 .2 .0 4, 27. 1.2 1. 7 1 C5.2... 112 1 M167 4ZS2---- .201 5 .008 0 4.002 27.35 1.28 1.097 1 C5.2...113 1 M168 4ZS2X060 .19 5 .008 0 4.002 27.35 1.288 1.097 1 C5.1.._ 114 1 M1 4zS2Xp60 1 7. 1.2 1. 7 1 1 1 C5.1:.. 115 1 Mi 70 4ZS2X-60 .194 5 .008 0 4.002 27.35 1.2881 1.097 1 1 1 C5.1... ' 11 1 M171 4ZS2X060 .1 4. 02 27.35 1.2$ 1-OQ7 1 1 1 C5.1... 117 1 M172 14ZS2XO60 _1 .0 4.002 7. 1.288 11.097 1 1 1 C5.2... 118 1 M173 14ZS2XO60 .202 5 .008 E0 4.002 27.35 1.288 1.097 1 1 1 C5.2... 11 1 M 74 4ZS2--60 .202 00 4. 2 27.35 1.28 1. 7 1 1 1 C5.2... 2 M1 4ZS2---- 1 _OO 7. 1.2 1. 7 1 1 1 C5.2... 121 1 M176 4ZS2Xo60 .442 027 z 4. 02 27. 1.2 1. 7 1 1 1 C5.2... 22 1 M 77 4ZS2X060 _44 27 z 4. 2 27. 1.2 1. 7 ' 123 1 M178 4Z52X060 .443 5 .027 0 z 4.002 27.35 1.288 1.097 1 1 1 C5.2... 124 1 M 17 4ZS2X060 .442 27 z 4. 02 7. 1.2 1. 7 1 1 1 C5.2... 125 1 M 0 4ZS2X060 .4 .027 z 4.002 27.35 1.28 1.097 1 1 1 C5.1... 126 1 M1 1 4ZSU060 .438 5 027 D z 4.002 27.35 1.28 1.097 1 1 1 C5.1... ' 127 1 M1 2 4ZS2XO60 .4 .027 z 4. 2 27. 1.2 1.097 1 1 1 C5.1... 128 1 M1 4Z52Xo6- 2 7. 27 1.2 ' Member RISC 13th ASD Steel Code Checks (BV Combination L WPIPE2 e UC Mix i_ww t$ei r...Lo l... PrrJJ9... Pnt/ ... Mn /...Mnzz/... Egn 1 12.5_H.. 531 3 .042 0 28.733 o.fi12 2.174 2.1741.66 H1.1b ' 2 1 .5 H.. 1 28.733 30.612 1 4 2.174 1.fi6 H1-1b3 12.5_H.. 608 .048 0 28.733 30.612 2.174 2.1741.66 H1-1b 4 12.5_H.. 004 .000 0 28.733. 30.612 2.174 2.17q 1.66 H1 1b 5 12.5_w.. 499 3 .039 0 28.733 30.612 2.174 2.1741.66 H1-1b6 1 .5_H.. 000 3 00 Q 28.733 30.612 2.174 2.174 -1 HI-lb 7 1 M2 PIPE 2.5_H.,. 2 28.733 30.612 2.174 2.174 1.fi6 HI-lb RISA-31D Version 7.0.2 [\...\...1...\._.\...\---\...1...\Rack-10x10-20 Degree-ALT-2 Min Pen 4 Bays - 36 inch Ifb�Wr36] Page: A25 Company Orie2 Engineering ' Designer : DRO - - - - - - - -- - - Job Number -. 480. Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked By: ' Member A/SC 13th ASD Steel Code Checks(BE Combination Continued P 1 PIPE 2.5_H.. 28.733 30.612 2.174 2.174 1 H1-lb ' 9 1 M 1 PIPE_2.5_H.. .001 3 .000 0 28.733 30,612 2.174 2.174 1 H1-lb 1 1 M32 PIPE 2.5 H., 28,733 30.612 17 2.1741.66 H1-ib 11 1 M PIPE 2.5 H.,. .583 3 04628.733 30.612 2.174 2.174 1 H1-lb 12 1 M56 PIPE 2.5 H.. .002 3 .000 0 28.733 30.612 2.174 2.174 1 H1-lb 1 1 M 7 PIPE 2.5_H... 25 3 Q4928.733 30.612 2.174 2.174 1 Hi-lb 14 1 M58 PIPE 2.5 H.. 4 28.733 30.612 .174 2.174 1 1-11-1b 15 1 M59 PIPE 2.5_H... 531 3 .041 Q 28.733 30.612 2.174 2.174 1 H1-lb 16 1 M82 PIPE 2.5 H.. 28.733 30.612 .174 2.174 1 1-11-1b 17 1 M113 PIPE_2.5_H- 002 M 3 000 0 28.733 30.612 2.174 2.174 1.66 Hi-1b 1 18 1 M84 PIPE_2.5_H.. 3 .000 28.733 30.612 2.174 2.174 1 H1-lb 19 1 M85 PIPE_2.5_H.. 1 28.733 30.612 2.174 2,174 1 H1-16 20 1 M86 PiPE_2.5_H.. .000 3 .000 0 28.733 30.612 2.174 2.1741.66 H1 1b 21 1 Ml PIPE_2.5_H.. 1 4 28.733 30.612 2.174 2.174 1.66 H1-1b 22 1 M110 PIPE 2.5 .001 3 .000 0 28.733 30.612 2.174 2.1741.66 H1-1b 23 1 M111 PIPE_2.5_H.. .608 3 .048 O 28.733 30.612 2.174 2.1741.66 H1-ib 24 1 M112 PIPE 2.5 H_. 04 28.733 30.612 .174 2. 74 1.66 H1-1b 25 1 M11 PIPE_2.5_H.. .4 3 .03 28.733 30.612 2.174 2.1741.66 Hi-1b i 1 1 RISA-3D Version 7.0.2 [1...1...1...1...1...1...1...1...1Rack-10x10-20 Degree-ALT-2 Min Pen 4 Bays- 36 inch Rwrld] ' Pa e: A26 Y 016WH Wn Ot mm6Wn Wry }t 016kAti6Wn I wn ' wn i -.016NR16WH % WH Wn -.D16W Wn r 016kW 6WH wn Wn Wn II -.028k/H -.028W Wn Y k/n It Wf t W(r � Wn j t .. t n wrt _ klIt f r Wit r ' rt n kilt i ' Loads:LC 2,OL-W(Iett) Resuns for LC 5,DL Oriel Engineering Standard 10x10 Min. Pen (20 Degree Tilt) Rack ' DRO Feb 7, 2008 at 11:14 AM 4$0. DL W (left) Rack-10x10-20 Degree-ALT-2 Min... Pa e: A27 �r x 1 -.028wit I028wf1 -,016krry -.016wft -.016Wn -.016Wft -.016Wft olswn p16Wn 016wn 016wrt -'016wn lvtt OpS `p05 t 005 t `.0 t A2W t OOSWn 0 Wn 005Wtt .005Wn 005Wf1 Loads:LC 2,DL-WQeft) Rmhs for LC 5,DL Oriel Engineering Standard 10x10 Min. Pen (20 Degree Tilt) Rack DRO Feb 7, 2008 at 11 A 6 AM 480. DL- W (left) Rack•10x10-20 Degree•ALT-2 Min... Company Orie2 Engineering Page: A28 Designer DRO Job Number : 480- Standard i0x10 Min. Pen (20 Degree Tilt) Rack Checked By: Joint Reactions G Joint-Lab_e-1 x[k] Y(hl Z(kl -r x Y 1 2 N1 -.005 -.084 -.343 0 0 0 2 2 N2 2 2 N .07 -.444 4 2 N4 8 0 0 0 2 N 4 .42 4 N. .378 0 7 2 N30 0 .51 0 0 0 0 N 1 Q -.525 0. 0 1 - 2 N32 0 .726 0 0 0 0 2 N33 0 -32 0 0 0 0 11 2 57 .1 - 0 0 12 2 N58 0 .552 0 0 0 0 1 2 N 9 .2 -.4 14 2 NQO 0 .466 0 0 0 0 15 2 N61 0 .66 -.432 0 0 0 1 2 N 7 0 0 17 2 N86 0 .51 0 0 0 0 2 N 7 2 (266 2 Nsa 0 .726 0 0 0 0 2 N89 0 .32 0 0 0 0 2 N11 .00 4 -E 2 N114 0 .328 0 0 0 2 N 115 7 4 0 0 2 N116 0 .0 0 0 0 2 N117 -.004 .426 -_394 0 0 0 T I , 4 3.6 27 2 L COG ft : X:20 Y:3 Z: 21.764 Member Cold Formed Steel Code Checks(Bv Combination M_embe b U-G M j r prftl Nr P�kl Tn � yy u YyCm E 1 2 M6 Zx3x16G 345 0 .023 0 i 21.918 37.5 2.086 4.752 1 .6qn- .992 C5.1...1 2 2 M13 Zx3x16G 223 3.2 .026 1 0 Y 19.803 4 37.5 2.0$ .752 1 .789.807 C5.1... 2 M14 Zx3x16G 252 .Q40 0 11 Q.7 7. 2. 4.7 2 1 .2 C5.1... 4 2 M15 Zx3x16G .130 2.5 .052 0 20.647 37.5 2A86 4.752 1 .776.419 C5.2... 2 M16 Zx3x16G .13 4D 21.81 37 2.0 2 M17 Zx3x160 .1 1 1 -78Q 37-.5. 2.086 7 2 M18 Zx3x16G -115 3.25 .031 i0 19.803 37.5 2.086 4.752 1 .67$.532 C5.1... 2 M1 Zx3x16G .25 2 2 M20 Zx3x16G A 7 0 1 2 M21 Zx3x16G .093 3.25 .015 0 v 119.802137.5 2.086 4.752 1 .675.729 C5.1... 1 1 2 M2 Zx3x16G .1 7 0 18.78 C5.2... 2 2 Zx3x16G 1 ,7 21 21.81 7. 2. 4.7 2 1 13 2 M24 Zx3x16G .064 0 .002 0 20.647 37.5 2.086 4.752 1 .549.875 C5.2... 14 2 M2 Zx3x16G 105 4 7 1 2 M2 Zx3x16G 9 3.2 2 1 0 7. 2. 4.752 16 2 M27 Zx3x16G .452 .25 .113 21.91 37.5 2.086 4.752 17 2 M3 Zx3x16G .0 4 X21.931 3Z.5 12.0864.7 18 2 M40 Zx3x16G .161 3.25 .062 0 19.803 37. 2.0$ 4.752 1 .634.388 C5.1... 19 2 M41 Zx3x16G .179 0 .014 0 18.786 37.5 2.086 4.752 1 .326.837 C5.1... 20 _2_ M42 7-x3x16G 136 275_ .078 _0 _20_647_3.7.5_-2.086 4 752 21 2 M43 Zx3x16G .137 0 .057 0 21.813 37.5 2.086 4.752 1 .826.849 C5-1... 22 2 M44 Zx3x16G .094 0 . 16 0 18.786 37.5 1.913 6.193 1 .6 .686 C5.1... 23 2 M45 Zx3x16G .031 3.25 .006 0 19.803 37.5 2.086 4.752 1 .6 .541 C5.2... 24 2 M4 Zx3x16G .129 2 .035 0 21.101 37.5 2.0 6 4.752 1 .6 .677 C5.2... 25 F2 M47 zx VIRr"A 17 RISA-3D Version 7.0.2 (1...\.-.\...\---1...1...\...\...\Rack-1 Ox10-20 Degree-ALT-2 Min Pen 4 Bays-36 inch PaWr381 ' Company Oriel Engineering Page; A29 ' Designer DRO Job Number : 480. Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked By: ' Member Cold Formed Steel Code Checks(Bv Combination Continued M4 Z406G -126 3.25 .032 0 i 7R-1 19 1 .41 1 C5.1... 27 2 M49 Zx3x16G .125 0 .041 0 18.786 37. 3 6.193 1 .311 .362C5.1...2 2 M Zx3xi6G 1 .7 0 21. 1 7. 1 1 . 47.2 C5.1...2 M 1 Zx3x16G .1 1 2 .647 7. .19 1 .87 .7 1 C5.1..30 2 M52 Zx3x1fiG 072 0 .015 0 18.786 37. . 6.193 1 .57 .292 C5.1... ' 31 2 M 3 Zx3x16G 3 1 0 i 7.5 1.913 6.1 1 _5 .96 C5.1... M 4 Zx3) 0 Q84 21-931 37.5 12.OB6A4.7521 1 C5.2... 33 2 M60 Zx3x16G .363 .25 .026 0 21.918 37.5 2.086 fi .991 C5.1... 34 2 M 7 Zx3x16G 4 2 1 7. C5.1... ' 35 2 M68 Zx3x16G .281 0 _047 0 18.786 37.5 2.086 .6 .652 C5.1... 36 2 M69 Zx3x16G 185 2.5 .080 0 20.647 37.5 2.086 .6 .411 C5.2... 7 2 M70 Zx3x16G 1 g 0 21. 1 37,5 -2.086 4.75 1 .6 C5.2... 38 2 M71 Zx3x16G .137 0 .031 0 v 118.786 ..37.5 2.086 4.752 1 .6 .48 C5.2... ' 2 M72 Zx3x16G 91 .2 2 0 1 7. 4.752 1 .6 .42 C5.1... 40 2 M73 Zx3x16G .311 2 .079 0 21.101 37.5 2.086 4.752 i 6 .732 C5.1... 41 2 M74 Zx3x16G 153 0 .002 0 21.101 37.5 2.212 6.193 1 .6 .989 C5.1... 2 2 7 Zx3x16G .1 6 1 1 _ 37. 4,752 1 4 C5.1... ' 43 2 M76 Zx3x16G .145 0 .047 0 18.786 37.5 2.086 4.752 1 .301 C5.2... 44 2 M77 Zx3x16G .7 '110, 0 1 v 21813 7 2. 4.752 1 :6 .268 C5.2... 45 2 M78 Zx3x16G 85 1 0 .013 0 20.647 37.5 2.086 4.752 1 .6 .723 C5.2...1 46 2 M79 Zx3x160 .p49 0 .007 0 18.786 7.5 2.086 4.752 1 ' 4 21 M80 Zx3x16G .414 3.2 .11 1 7. -2-086 4.752 1 4 2 M81 Zx3x16G .498 .25 .174 0 21.918 37.5 2.0136 4.752 1 .6 .95 C5.2... 4 2 M 7 Zx3x16G 4 2 .1 21.9 1 7. 2.0 4. 52 1 .6 C5.2..., 50 2 M94 Zx3x16G 161 3.25 .062 0 19.$0 37.5 2.086 4.752 1 .634.388 C5.1..: ' 51 2 M95 Zx3x16G 179 p .014 0 18.786 37.5 2.086 ( 4.752 1 .326.837 C5.1... 2 M 6 Zx3x16G 136 2. 7 53 2 M97 Zx3x16G .137 0 .057 Q 21.813 37.5 2.086 4.752 1 826.849 C5.1... 4 2 M Zx3x16G Q94 0 01 ' 55 2 M99 Zx3x16G Q31 325 .006 0 19.803 37.5 2.086 4.752 1 .6 .541 C5.2... 56 2 M100 Zx3x16G 129 2 .0 5 0 2f.101 37.5 2.08 4.752 1 .6 .677 C5.2... 7 M1 1 Zx3x1613 .175 2 .103 0 21 1 1 7. 2. 4.752 1.74 .315 C5.2... 58 2 M102 Zx_XAG .126 3.25 .032 0 19.803 37.5 1.913 6.193 1 .415.581 C5.1... ' S 2 1 Zx3x16G .12 41 1 . 8 7 1. 1 6.193 1 1.311 .M C5.1... 2 M104 Zx3x16G 1 _7 .175 0 21.81 37. 1. 1 1 1 1.947.209 C5.1... 61 2 MI 05 Zx3xl6G .105 0 .016 0 20.647 37.5 1.913 6.193 1 1875.791 C5.1... ' 2 M1 6 Zx3x16G 72 1 7 1.913 .1 1 7 2 2 C5.1... 2 M1 7 Zx3x16G 01 0 1 .8 7.R 1 01 4 i 2 M1 8 Zx3x16G 2 4 21.931 7. 2 14.7 1 165 C5.2... 2 M114 OZx3xl6bk45 0 -)L 21-918 7 2.0 6 4.752 ' 66 2 M121 Zx3x16G .223 3.25 .026 0 1 .803 37.5 2.086 4.752 1 .7$9.807 C5.1... 7 2 M122 Zx3x16G 2 2 M12 Zx3x166 .130 2. 52 2 47 7. 2.0 4.752 1 77 .41 C5.2... 69 2 M124 7x3x16G 130 0 1 .034 0 21.81 37.5 2.08 4.752 1 .6 .887 C5.2... ' 7 2 M12 71 2 M1 6 Zx3x16G 0 Zx3x1 7. 2. 14 752 1 7 32 C5.1... 72 2 M127 6G .250 2 _047 0 21.101 37.5 2.086 4.752 1 .993.798 C5.1... 7 2 M128 Zx3x16G .1 7 2 21.1 1 7.5 2.0 4.752 1 .644. 5 C5.1.,. ' 74 2 M12 Zx3x16G .2 1 75 2 M130 Zx3x16G 107 0 .030 0 18.786 37.5 2.086 4.752 1 .685.399 C5.2... 7 2 M131 Zx3x16G 1 21 21. 1 7. 2. 4.752 i 7 Q2 C5.2... 77 2 2 Zx3x16G 4 2 2 47 7. 2.0� 4.7 2 1 ' 7 2 M1 3 Zx3x16G .105 4 .007 0 18.786 37.5 2.0$6 4.752 f 23 .714 C5.2... 7 2 M1 4 Zx3x16G 3 3.2 2 1 7. 2. 80 2 M135 Zx3x16G _452 25 .113 0 21.918 37.5 2.0 81 2 M136 4ZS2x060 .389 5 .021 0 4.002 27.35 1.28 1.097 1 1 1 C5.2... ' 2 2 M1 7 4ZS2X060 . 2 1 V I Y I 4AJUZ 27. 12 7 1 1 1 C5.2... RISA-3D Version 7.0.2 5...1...1.._I...\...1...1.._1..ARack-10x10-20 Degree-ALT-2 Min Pen 4 Bays - 36 inch Rwr39) Company Oriel Engineering Page: A30 Designer DRO Job Number : 480. Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked By: ' Member Cold Formed Steel Code Checks(Bv Combination)(Continued, ember ;3i� M ax Loc(ttl Shc. c1 I Pnlls .nLkJ�Mnyylk CYy 6Qn 8 2 M1 8 4ZS2xo60 . 2 5 21 4. 2 27. 11.2 B 1.0 7 1 84 2 M139 4ZS2X060 _38g 5 021 0 4.002 27.35 1.288 1.097 1 2 M140 4zs2X060 21 4. 2 27. 2 M141 4ZS2XO60 21 4. 87 2 M142 4ZS2xo60 .385 5 Q21 0 4.002 27,35 1.288 1.097 1 1 1 C5.1... ' 1 4ZS2XO60 5 21 4.002 7 1 1. 7 C5.1... 8 2 M144 4ZS2XO60 7 q21 4.002 27. 1.2 1. 7 1 90 2 M145 4zS2X060 388 5 .021 0 4.0 2 27. 5 1.288 1 2 M 46 4ZS2X060 $- 21 ' 92 2 M147 4ZS2XO60 .387 5 .021 0 4.002 27. 5 1.288 1.097 1 1 1 C5.2.,. 93 2 M148 4ZS2XO60 .385 I 5 .021 0 4.002 27.35 1.288 1.097 1 1 1 C5.1... 4 2 M 4 4z52X060 21 4. -27.35 1. j-03 7 1 1 --05.1.._ 95 2 MI 50 4ZS2XO60 .385 5 .021 0 4.002 27.35 1.288 1.097 1 1 1 C5.1... ' 2 M1 1 4ZS2XO60 _3 21 4.002 27. 1.2 1,097 1 1 1 C5.1.:. . 97 2 M152 4zs2x060 385 5 .021 0 4.002 27.35 -1 Z8 1.097 1 1 1 C5.1... 98 2 M153 4ZS2XO60 38 .021 0 4.002 27.35 1.288 1.097 1 1 1 C5.1... 2 M1 4ZS2XO60 .385 21 0 4.002 27.35 1.2 1. 97 1 1 1 C5.1... 10 2 M155 4ZS2XO60 ,3 21 4. 2 27. 1.2 1.0 7 1 1 1 C5.1... 1 1 2 M1 6 4ZS2XO60 ,3 . 21 4. 2 27 35 1.2 1. 7 1 1 1 C5.2... 102 2 M157 4ZS2XO60 .39 .021 0 v 4.002 27.35 1.288 1.097 1 1 1 C5.2... 103 2 M158 4ZS2XO60 .390 5 .021 0 4.0 2 27.35 1.288 1.097 1 1 1 C5.2... ' 104 2 M1 9 4ZS2XO60 .3 21 4.002 27. 11.288 1. 7 1 1 1 C5.2... 105 2 M160 4ZS2XO60 .392 5 .021 0 4.002 27.35 1.28811.097 1 1 1 C5.2... 1 6 2 M1 1 4ZS2XO60 107 2 M162 4ZS2XO60 .395 5 .021 0 4.002 27.35 1.288 1.097 1 1 1 Cs.2... 108 2 M1 4ZS2xo60 .392 5 .021 0 4.002 27.35. 1.288 1.097 i 1 1 C5.2... 1 2 M1 4 4ZS2X060 .385 21 4. 2 27. 1,28 1 7 1 1 1 C5.1... 110 2 M165 14ZS2XO60 .384 5 .021 0 4.0 2 27.35 1.288 1.097 1 f f 2 M1 4ZS2XO60 .3 21 4. 2 27. 1.2 8 1.0 ' 112 2 M167 4ZS2XO60 .385 5 -021 0 4.002 27,35 1.288 1 A97 1 1 1 C5.1... 113 2 M168 4ZS2XO60 .392 5 .021 0 4.002 27.35 1.288 1.097 1 f 1 C5.2... 114 2 M 9 4ZS2XO60 7 5 115 2 Mf 70 47S2X060 .397 5 .021 0 4.002 27.35 f.288 f.097 1 1 1 C5.2... ' 1 11 2 M171 4ZS2XO60 1 4. 2 27. 1. 1.097 1 1 1 C5.2... 17 2 M172 4ZS2X060 21 4 2 27. 5 .2 1,097 1 1 1 C5.1... 11 2 M173 14ZS2XO60 .384 5 .021 0 4.002 27.35 1.288 1.097 1 11 2 M174 4zS2X060 .384 21 4-QQ2 27.35 1.2 1,097 1 1 1 C5.1... 120 2 M17 4ZS2XO60 385 5 021 4. 27. 1.2 f. 7 1 1 1 C5.1... . f 1 M17 4ZS2XO60 7 7 4 2 27. 1.288 1, 7 122 77 4ZS2XO60 7 4. 2 2 1_ 1.0971 1 1 1 C5.1.:. 124 2 M17 4ZS2XO60' 123 2 M178 4ZS2XO60 .856 5 .037 0 4.002 27. 5 1.288 1.097 1 1 1 C5.1... 7 4. 2 27. 1. 1 7. 1 1 1 C5.1... 12 2 M 0 4ZS2XO60 2 7 4.002 27. 1.288 1 7 1 1 1 C5.2... 126 2 M181 4Z52XO60 .8 37 0 4.Q02 27.35 1.288 1.0 7 1 f 1 C5.2... ' 127 2 M182 4ZS2XO60 128 2 M1 q 471;2X06O ' Member A/SC 13th ASD Steel Code Checks(Bv Combination Member a�aae M t �..LgG[ftj .. ... P ... Mn M E n 1 2 M1 PIPE H.. 473 3 .037 0 28.733 30.612 2.174 2.1741.66 Hi 2 2 2 PIPE 2.5�H.. 28.733 30.612 2.174 2.174 1.66 Hi-lb ' 3 2 M3 PIPE 3-615 3 .048 0 28.733 30.612 2.174 2.174 1.66 H1-1b 4 2 M4 PIPE_2.5_H.. OQ2 3 .000 28.733 30.612 2.174 2.1741.66 H1-1b 5 2 M5 PIPE 2.5_ .557 3 .043 0 28.733 30.fi12 2.174 2.174 1,66 Hi 1b ' 6 2 M28 PIPE_2.5_H.. _008 3 .000 0 28.733 30.612 2.174 2:1741.66 H1-1b 7 2 M9 PIPE 2.5 H. 1p 00 0 28.733 30.612 2.174 2.174 1.66 N1 1b RISA-3D Version 7.0.2 (1...1.._1...1...1...1...1...1...IRack-10x10-20 Degree-ALT-2 Min Pen 4 Bays - 36 inch IRwr86] 1 aPage- A31 Company Oriel Engineering Designer DRO Job Number : 480. Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked By: Member AISC 1 th ASD Steel Code Checks (Bg Combination)(Continued) LC Member Shape UC Mig Locfftl Sbear..::: 2 M30 PIPE 2.5 H... 1 3 28.733 30.612 2.174 2.174 1.66 H1=1b 9 2 M31 PIPE 2.5 H_ 013 3 0 28.733 30.612 2.174 2.1741.66 H1-11b 10 2 M 2 PIPE 2.5_H.. 0 .0 .0. 28.733 M612 2.174 2.174 1:66 Hf-1b 11 2 M55 PIPE 2.5_H... _486 3 Q38 0 28.733 30.612 2.174 2.174 1 H1-lb 12 2 M56 PIPE_2.5_H.. .011 3 .000 0 28.733 30.612 2.174 2.174 1 H1-lb 13 2 M 7 PIPE_2.5_H., .637 28.733 30.612 174 2.174 1 H1-lb 14 2 M PIPE 2.5 H.. 28:733 30.612 2.174 2,174. H1-lb 15 2 M59 PIPE-2.5-H... .617 3 .048 0 28.733 30.612 2.174 2.174 1 H1-lb 1 2 M82 PIPE 2.5_H.. .00$ 28.733, 30.612 2.1-14 ' 4 .66 H1-1b 17 2 M83 PIPE-2.5-H... 3 .000 0 28.733 30.612 2.174 .174 1.66A H1-1b 1 ' 2 M84 PIPE_2.5 H.. .01 3 �� -_0 28.733 30.612 2.174 2.174 1.66 H7-lb 19 2 M85 PIPE_2.5_H... .013 3 0 28.733 30.612 2.174 2,1741.66 H1-lb ,20 : 2 M86 PIPE_2.5_H... .006 3 .000 0 28133 30.612 2.174 2:1741.66 H1-1b 21 2 M1 09 PIPE 2.5_H.. .47 3 7 0 28.733 30.612 2. 7 174 1.66 H1-lb 2 M110 PIPE_:2.5�H... _.006 3. 0 0 28.733 30.612;. .174 2.174 1.667 H1-1b 2 2 M111 PIPE-2.5-H.. .615 3 .048 0 28.733 30.612 2.174 2.174 .66 H1-1b 2 . M112 PIPE 2.5_H.. 2 •.00 28.733. 30412 .2.174 2 .1: 4 1.66 H1-1b 2 M113 PIPE 2.5_H...I .557 -- _3 .043 28.733 30.612 2. 4 2.17 1.66 H1-1b e t O RISA-3D Version 7.0.2 (\...1._\... ...\Rack-10x10-20 Degree ALT-2 Min Pen 4 Bays - 36 inch IF4Wr3di] ' Page: A32 z�x ' �7.011kw Wh 011'm 1a07k4P< .011kR1ia0�7 .011A 1 00 0111t�171 7 0 7 .01� 007kAP7 DO 1 0 -.00 0 .00 ' Loads:LC 3,DL,EQ(N-S) ResLr 1s for LC 5,DL Oriel Engineering Standard 1 0x1 0 Min. Pen (20 Degree Tilt) Rack ' ORO Feb 7, 2008 at 11:14 AM 480. DL + EQ (N-S) Rack-10x10-20 Degree-ALT-2 Min..- Paqe: A33 =.�X i 0 ' ..Of l wn -.011 k!n 011 wn -.011 kil t .011wn olswn oo7wtl -1011k/ft� 007kln 10111k/ ;011Wn 011k/n -1011wn -{o11wn UUUUII I007wn �'.007WM „ I .007wtt `I-.007wn_,I, I r 1 t t. Loads:LC 3,DL t EQ(N-S) Results for LC 5,DL Oriel Engineering Standard 10x10 Min. Pen (20 Degree Tilt) Rack DRO Feb 7, 2008 at 11:16 AM 480. DL+ EQ (N-S) Rack-10x10-20 Degree-ALT-2 Min... Company One2 Engineering Page: A34 O Designer DRO Job Number : 480. Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked By. Joint Reactions L irltAabel [k-ftj - J 1 1 3 N1 .007 .289 .372 0 0 0 N2 0 1 .159 1 0 0 0 1 0 N 2 .244 .411 0 0 4 3 N4 0 .291 Q 0 0 . 0 3 N -. 2 - 17 0 N2 0 7 3 N30 0 .275 0 0 0 0 3 N 1 .1 �_ 0 9 3 N32 0 .28 0 0 0 0 10 3 N3 0 .217 0 0 0 11 3 N 7 .41 .412 0 0 0 12 3 N58 0 .257 0 0 0 0 13 3 N59 Q .42i 14 3 `N60 0 .446 0 0 0 0 15 3 N61 0 -.019 1 .325 0 0 0 N 0 0 17 3 N86 0 .275 0 0 0 0 1 3 N 7 0 .13 0 19 3 N88 0 .28 0 0 0 0 20 3 N89 0 .217 0 0 0 0 N11 7 .2 2 22 3 N114 0 .15 0 0 0 0 23 3N11 -.0 2 .244 .411 0 24 3 N116 0 .291 0 0 0 0 25 3 N117 .002 -.066 .317 0 0 0 2 3 Total Total% 0 5.28 27 3 COG ft : X:20 Y:3 Z: 19.75 iMember Cold Formed Steel Code Checks (Bv Combination Lnfr hap- 1 hear l.4cfft1 Dir n[ m 1 3 M6 Zx3x16G 42fi 0 .077 0 I 21.918 37.5 2.086 4.752 1 .6 .974 C5.2... 2 3 M13 Wx16G _187 0 .003 0 19.803 37.5 2.08 4.752 1 .869.9 C5.2... 3 M 4 Zx3x16G -1 7 3 0 8.7 37. 2.0 4.752 1 .225. 41 C5.2... 4 3 M15 Zx3x16G 033 0 A17 0 20.647 37.5 1. 13 6.193 1 .469.231 C5.1:.. MI W 0 . 25 0 21. 13 37. 1.91 6.19 1 1.781 1 C5.1... M 7 4 1 .01 1 .7 7 1 2.0 4.7 2 11.452. C5.1... 7 3 M1 3.25 030 0 19, 03 37.5 2.086 4.752 1 .6 .613CS.t...M 2 4 1 1 1 7. 2 4 7 2 1 .714 7 C5.1... M20 068 0 21.1 1 7_ 2. 86 4.752 1 .764.74 ECC5.2- -a-10 3 M21 Zx3x16G .051 3.25 06 0 1 .803 37. 2.08fi 4.752 1 .935.809 5.1... 11 M22 Zx3x1 sG 0 0 0 18.786 7. 2.086_ 4.752 1 . 222. C5.1... 12 i 3 M23 lsZx3x16G .75 1 13 37.51.91 j 6.193 1 IC5.1... 13 3 M24 Zx3x16G .056 0 .025 Q 20.647 37.5 11.913 6.193 1 .637.319 C5.1... 14 M25 Wx16G .187 4 2 18.7861 7 2.086 4.752 . 1 -2741.667IC5.1... 1 M2 Zx3x16G .2 .25 _065 0 x 1 3 37.5 2.086 4.7 2 1 .62 C5.1... 16 3 M27 Zx3x16G .320 .25 .018 0 --y 21.918 37.5 2.006 4.752 1 .6 .99 C5.1- 17 M Zx3x16G .0 .2 23 21.931 7. 2. 8 4.752 1 .6 C5.2... 18 3 M40 Zx3x16G .070 0 .018 0 19.803 37.5 2.086 4.752 1 .655.504 C5.2... 19 3 M41 Zx3x16G .070 4 .009 0 18.786 37.5 2.086 4.752 1 .369.691 C5.2... 20__3__M42� Zx3x16G _.102 _2.5_ ,027 0 .y-2Q.647 37.5__2.486 4.Z52. 1 387.54.6 C5.2... 21 3 M43 Zx3x16G 101 0 .046 0 X 21.813 37.5 2.086 4.752 1 .815.768 C5.2.,. 22 3 M44 Zx3xi6G f95 4 .039 0 18.786 37.5 2.086 4.752 1 .6 .51 C5.2... 23 3 M45 Zx3x16G .065 3.25 .012 0 19.803 37.5 1.913 5.193 1 .6 _701 C5.1... [�2 4 3 M46 Zx3x16G 064 0 .045 0 21.101 37.5 2.086 4.752 1 .6 .325 C5.1... M47 Zx3x16G 72 2 11 21.1 1 7. 2. 4.7 1 .75 .8 C5.1... RISA-31D Version 7.0.2 [\...1...\.,.1...1...1...1...1...1Rack-10x10-20 Degree-ALT-2 Min Pen 4 Bays - 36 inch 1L31Wr80] e: A35 Company Orie2 Engineering Pa 9 Designer DRO Job Number : 480. Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked By: Member Cold Formed Steel Code Checks fBv Combination Continued n 26 3 M48 Zx3x16G .25 1 .8 7. 2 6 4.7 2 1 1 . 11 C5.2... 27 3 M49 Zx3x16G 123 4 .010 Y118.786 37.5 2.086 4.752 1 .6 .764 C5.2... 28 M5 Zx3x16G Q77 7 4 21. 1 37. 2. 4.7 2 1 C5.2... 2 M 1 Zx3x16G 84 2. 2 2 47 7. 2.Q$F 4.7 1 .7 .24 C5.2... 30 3 M52 Zx3x16G .247 4 .029 0 18.786 37.5 2.086 4.752 1 :561 _696 C5.2... 1 M53 Zx3xt6G 21 2 M 4 Zx3x16G 1n nr7 33 3 M60 Zx3x16G 473 0 .110 0 21.918 37.5 2.086 4.752 1 .6 .967 C5.2... 4 7 Zx3x16G 1 2 4 35 3 M68 Zx3x16G .139 0 .026 0 18.786 37.5 2.08fi 4,752 1 .6 .527 C5.2... 6 3 M69 Zx3x16G .048 2.5 .030 0 20. 47 37.5 2.086 4.7 2 1 .6 .262 C5.1... 7 M7 Zx3x16G . 47 38 3 M71 Zx3x1 WI-A 111 4 026 0 18.786 37.5 2.086 4.752 1 .6 .534 C5.1... ' M72 Zx3x16G 1- 3.2 0 19,803 7. 2, 4.752 1 .5 46 C5.1... 40 3 M73 Zx3x16G .149 0 .007 0 y 21.101 37.5 2.086 4.752 1 .6 .951 C5.2... 41 3 M74 Zx3x16G .354 0 .089 0 21.101 37.5 2.086 4.752 1 .6 .7 C5.2... 42 3 M7 Zx3x16G 2 325 .007 19.803 37.52.212 6.1931 .66 C5.1.,. 4 3 M76 ZxW 6G .07 4 .0 0 1 .786 7. 2, 6 4.752 1 .6 .7 7 C5.1... 44 3 77 Zx3x�6G 7 21. 13 37.5 2.212 6.193 1 .6 7 G5.1... 45 3 M78 Zx3x16G .064 1 0 .027 0 Y 20.647 37.5 2.212 6.193 1 .6 .395 C5.1... 46 3 M79 Zx3x16G .204 4 36 0 18.786 37.5 2.086 4.752 1 .6 .651 C5.1... 47 M8 Zx3xt 6G .294 3.2 0 -�LL%803 37.52.086 4 752 1 .6 61 C5.1... 48 3 M81 Zx3x16G .328 .2 .005 0 v 21.918 37.5 2.086 4,752 1 .6 .998 C5.1... 49 13 M87 ZOMG g .25 1 .023 0 v,21.931 37.5 2.086 4,752 1 C5.2... 50 13 M94 Zx3x16G .070 0 1 .018 0 y 119.803 37.5 2.086 4.752 1 .655.504 G5.2... 51 3 M95 Q3X .070 4 .009 0 18.786 37.5 2.086 4.752 1 .369.691 C5.2... 2 M . 2 7 2 47 7. 2. 4. 1 7. 4 C5.2... 53 3 M97 101 0 .046 0 21.813 37.5 2_ $6 4.752 1 .815.768 C5.2..4 M .1 4 1 .7 6 7.5 2. 4.7 2 .51 C5.2..55 3 M99 .065 3.25 .012 p 19.803 37.5 1.913 6.193 1 .6 .701 C5.1... 56 3 M100 .064 0 .045 0 y21.101 37.5 2,086 4.752 1 6 .325 C5.1... 7 M101 Zx3x16G 72 2 11 21.1 1 7. 2. 4.752 1 .7 C5.1... 58 3 M102 Zx3xi6G 064 3.25 .008 1 .803 37.5 2.086 4.752 1 .361 .611 C5.2... M 103 Zx3x16G .12 4 .010 18.786 7.5 2.086.14152 1 .6 .764 25.2... 4 OZx3xl6GA 077 .7 4 1. 1 7. 2. 4.752 1 4 C5.2.,. 61 3 M105 Zx3x16G 084 2.5 .026 0 20.647 37.5 2.086 4.752 1 .768 .24 C5.2... 10 Zx3x16G .247 4 29 0 v 11.8.786 37.5 2.086 4.752 i 1 1.696 G5.2... Mi 7 Zx3x16G 21 0 _0 0 0 V 119.8037.5 1.913 ,19 1 2 4 C5.1... 4 1 Zx3x16G 7 0 v 121.931 37,5 2.086 14,752 7 .fi 1,607IC5,2... M114 Zx3x16G .42 .077 21.918, 7,5 2.08614.7 2 1 .6 974 C5.2... fi 3 M121 Zx3x16G .187 0 .00 0 19.803 37.5 2.086 4.752 1 .869.963 C5.2... 7 M122 Zx3x16G .17 .0 1 .7 7 2. 4.752 1 225. 41 C5.2... M123 Zx3x16G 0170 2 9 Mi 24 Zx3x16G .029 0 .02 0 21.81 7 M12 Zx3x16G 71 12 FQ ZxW6G 12g 2 0 19. 7.5 2. 4.752 1 f C5.1... 72 3 M127 Zx&16G .154 2 .004 0 21.101 37.5 2-086 4.752 1 .714. 76 C5.1.., 7 M7 28 Zx3x16G 9 0 68 21.1 1 7.5 2.0 4.7 2 1 .7 4.742 C5.2... 74 M12 Zx3x16G 1 19.803 37.52. 4.752 1 . C5.1... 75 3 M130 Zx3x16G .055 0 .000 0 18.786 37.5 2.086 4.752 1 .722�95 C5.1... M 1 Zx3x16G 7 051 1. 1 7. 1. 1 .1 3 1 1 C5.1... 77 M132 Zx3x16G .0 6 0 2 2 .647 7. 1,913 6.193 1 .6 7. 1 CS.t... 7 3 M1� Zx3x16G .1 7 4 .032 0 15.786 37.5 2.086 4.752 1 .274.667 C5.1... 7 3 M134 Zx3x16G .2 4 3.25- 065Y 19-803 37.5 2.086 4.752 1 -.W.M C5.1... 80 3 M135 Zx3x16G .320 .25 .018 0 v 21.918 37.5 2.086 4.752 1 .6 .993 C5.1... 81 3 M136 4ZS2X060 .323 5 .015 0 y 4.002 27.35 1.288 1.097 1 1 1 C5.1... 2 M1 7 4ZS2X060323 .015. Q I y 4.002 27. 1.2$$ 1. 7 1 1 1 C5.1... RiSA-3D Version 7.0.2 [1...1.,.1...1...\...1...1...\...\Rack-10x10-20 Degree-ALT-2 Min Pen 4 Bays- 36 inch F6Wr36] a Company Orie2 Engineering Page: A36 Designer DRO Job Number : 480. Standard 10x10 Min_ Pen (20 Degree Tilt) Rack Checked By- Member Cold Formed Steel Code Checks (By-Combination Continued LO Member Shap LDcjfS $_hear UG 83 3 Mi 4ZS2X060 3231 0 v14.0021288 1.097 1 1 1 1 IC5.1... a 84 3 M139 4ZS2Xo60 .323 5 .015 0 v 14.002 27 35 1.288 1.0 7 1 .1 1. C5.1... 5 3 _M1 4 4ZS2X060 2 5 .014 0 y 4.0 2 _27,35 1,2881.097 1 1 1 C5.2... 6 M141 4ZS2X060 . .325 14 y 4. 2 7 �1:2 8 1.0 7 - 1 C5.2:.: 87 3 M142 4ZS2X060 .325 5 .014 0 Y 4.002 27.35 1.288 1.097 1 1 1 C5.2... 8 13 M1 4ZS2X060 25 14 4.0 2 127.35 1.2 1. 1 1. C5.2... 8 M144 4Z52X060 2 .015 4. 02 27. 5 1.28 1 1 1 i C5.1... 90 3 M145 .. .4ZS2X060 .322 5 14 A 4.002 27.35 1.288 1.097 . 1 1 1 C.5.1..: 13 M14 4ZS2x060 .322 5 14 ly 4.0 7 1 $ 7 1 1 C5.1... 92 M147 4ZS2Xo60 .322-, A15 .0 ly 4:002I27.35 1.28 1. 7 1 1 . C5..1:.. 93 3 M148 4ZS2X060 .327 5 14 0 4.002 27.35 1.288 1.097 1 1 1 C5.2... 4 M149 4ZS2Xo60 .3 14' 0 4.002. 27 12 1. 1 C52..: 95 3 M150 4zS2X060 .330 5 14 4,002 27. 5 1.288 1.097 1 1 1 IC5.2... M151 4ZS2X060 . 27 .014 4. 27 1. 7 1 C5:2.:. 97 3 M152 4ZS2X060 .325 5 .014 4.002 27.35P1.288 1:0 7 1 1 1 C5.2... 8 3 M153 4zS2x060 .325 14 0 4 002 27. :288. 1.097 _. 1 -. 1 C5.2... 3 M 4 4ZS2Xo60 25 14 0 2 2735 1.2 1 1 C5.2... 1 0 3 W 55. 4zS2X060 .325 .5 1 014 0 2 2LM`1: 88: 1.097 1 1 .1 . C5.2.. 101 M156 4ZS2X060 .323 5 .014 0 v 4.002 27.35 .288 1.09711 11 C5.1... 10213 M157 4ZS2Xo60 : .323 5 .014 0 v 4.002 27.35 1.288 1.097 1 1 103 3 M158 4ZS2XO60 .323 5 .014 y 4.002 27.35 1.288 1. 7 1 1 1 C5.1... # 4` M1 4ZS2x060 .32 5 1414 4. 7. : 9 17 #. 1 1 C5..1:.. 105 3 M160 4ZS2X060 .322 .014 _0 4,002 27,35 1.288 1.097 1 1 1 C5.1... 106 31 M1 1 4ZS2X060 .014 0 2 27.35 . 1 288 1.097 , 1 1 1, C5.1... IN_F4z_S2XQ6G 4ZS2X060 .322 5 .014 0 4.002 27.35 1.288 1.097 1 1 1 C5.1... 4ZS2X060 .322 5 .014 p 4.aQ2 27.35 1.288 1.097 1 1 1 C5.t..: 4z52xa60 329 .014 0 4. 02 7. 5 1.28 1.0 7 1 1 1 C5.2.., 4ZS2X060 .332 5 .014 4.002 27.35 1.2_ 1. 7 J... 1 1 C5.2... . 32 14 0 4.002 7. #. 1.097 1 1 C5.2... 112 31 M167 4ZS2Xo60 .329 5 .014 4.002 27.35. 1.288 .1. 7- -1 1 1 113 3 1 M168 4zS2Xo60 .322 5 .014 0 4.002 27.35 1.288 1.097 1 1 1 C5.1... 14 M1 4ZS2x060 2 14 0 4:002 27. 1.28 7, 1 1 1 C5.1... 115131 M170 4ZS2X060 .322 5 .014 0 4.002 27.35 1.288 1.097 1 1 1 C5.1... 11 M171 4zS2x060 22 14 0 1 v 4.002 7. 1.2 1. 97 1 1 1 C5.1... 117 13 M172 4zS2xo6o 2 5 C.014 0 4.002 27.3 1.288 1. 97 1 1 1 C5.2... 118131 M17 4ZS2X060 .327 5 4.002 27.35 1.288 1.097 1 1 71 C5.2... 11 M174 4ZS2X060 27 0 4.002 27.35 1.2 1.097 1 1 1 C5.2... 12 M17 4ZS2Xo60 2 4,002 27_ 1.2 1 1 C5.2... 121 M17 4zS2Xo60 .325 50 4. 02 273 12 1 1 C5.2...122 M177 4Z52X060 2 4. 2 27. 5 1.2 1: 7: • 1 . ..1 1• C5.2..123 3 M178 azs2xoso 325 5 0 4.002 27.35 1.288 1.0 7 1 1 1 C5.2...124 3 -M179 4ZS2Xa6o 2 4. 02 27 .1�.288. 1. 71 i # C5.2... 125 3 M180 az52xoso .323 4. 1.097 1 1 1 C5.1... 126 3 M181 4ZS2M60 -.322 5 0 4 0 2 27' S 1.2$8 .1. 7 1 1 . 1 C5.1127 M1 2 4ZS2X060 4,002 27 5 1.2 7 1 C5.1... 12 M1 4ZS2xo60 2 1 10 4_ 2 1. 7 1 # C5.1... Member RISC 13th ASD Steel Code Checks LBV Combination LC Member Shape Max cfftl Shear.. Lo P P Q, n /. Cb E n 1 3 M1 PIPE_2.5_H... .522 41 0 28.733 30.612 12.174 2.1741.66 H1-1b 2 M2 PIPE 2.5 H.: 3 :28.733 30.612 3 3 M3 PIPE 2.5_H., 2.1 .1 41.66 H1-1b 575 5 0 28.733 30.612 2.174 2.1741,66 H1-lb 4 3 M4 PIPE_2.5_H.. pD6 3 .0 0. 28.733 30.612 2.174 2.1741.66 N1-1b 5 M5 PIPE 2.5_H... .438 3 .034 0 28.733 30.612 6 3 M28 PIPE_2.5_H.. 0Q2 3 0 28.733 30.612 2.174 2'174 .66 H1-1b 7 M29 PIPE_2.5_H.. pp Q p 28.733 30.612 2.174 2:1741.6 Hi=ib 12.174 1 2.174 1.6fi Hi 1 b RISA-3D Version 7.0.2 R...1...i...k...\...1...1...1...1Rack-10x 10 20 Degree ALT 2 Min Pen 4 Bays 36 inch irBdl Page: A37 Company Oriel Engineering - Designer - : RO Job Number . 480,80. Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked By: Member AISC 13th ASD_Steel Code Checks(By Combination)(Continued) MemberLC h MaxL L P n nh Eon PIPE_2.5 H.. 02 0 28.733 30.612 2174 2.174 1.66 H1-1b 9 31 M31 PIPE_2.5_H.. .005 3 .000 0 128.733 30.612 2.174 2.174 1.667 H1-16 10 31 M 2 PIPE_2.5 H.. 4 QQ 0 28.733 30.612 21 4 2.174 1.66 H1 ib 11 M PIPE 2.5 H.. 82 .0 0 28.733 30.612 2.174 2.174 1 H1-ib 12 M56 PIPE_2.5_H.. 005 3 .000 0 28.733 30.612 2,174 2.174 1 H1-1b M 7 PIPE_2.5 H.. 2 4 Q 28.733 30.612 2.174 2.174 1 H1-1b 14 PI?E_2.5 H._ 0 28.733 30.612 2.174 2.174 1 H1-lb 15 3 M59 PIPE_2.5_H.. .449 3 .035 0 28.733 30.612 2.174 2.174 1 Hi-lb 1 M 2 PIPE_2.5 H.. 0 28.733 30.612 2.174 2-1741.66 H1-1b 17 31 M83 PIPE_2.5_H.. .005 3 .000 0 28.733 30.612 2.174 2.174 1.66 H1-1b 1 3 M84 PIPE_2.5_H.. 02 3 .000 1 0 28.733 30.612 2.174 2.174 1.66 141-1b 1 M PIPE_2.5 H.. OOQ Q 128.733 30.612 2,174 2.174 1.66 H1-1b 20 3 M86. PIPE_2.5_H.. Q04 3 .0Q0 0 28.733 30.612 2.174 2.174 1.66 H1-lb 21 3 M,09 PIPE_2.5_H..J 22 3 .041 128.733 30.612 2.174 2.174 1-fifi H1-1b 22 3 M110 PIPE_2.5_H.. .003 3 .000 0 28.733 30.612 2.174 2.1741.66 H1-ib 23 3 Mill PIPE_2.5_H.. 75 3 _045 0 28.733 30.612 2.174 2.174 1.66 H1-1b 243 1 M112 PIPE_2.5_H.. 0 28.733 30.612 2.174 2_ 74 1.66 HI-lb D2 11 PIPE_2.5_H.. 438 .034 0 28.733 30.612 2.174 2.1741.66 H1 1b t R1SA-3D Version 7.0.2 [1...1__.1...\.__\...1.._1._.1...\Rack-10x10-20 Degree-ALT-2 Min Pen 4 Bays - 36 inch OsWr861 1 ' Pa e: A38 �r ' z K 1 01114W 1 k/tt oo7kW7 -.011kR111 kilt .007k,qp7 -.011 OW I wit .00 .007kW7W ` 01 IWW 1 klft .00 007k)*7 -.011 k/ .00 -.011 k,W I kf" .00 E' 007hW7 .00 00 0111k/ I .00 1 �1 I. .007kqp7 / �' .00 t .00 -.011 W .00 .00 .00 wn 00 .00 i t a 00 .00 .00 .00 i ' Loads:LC 4,DL+EQ(E-W) Results for LC 5.DL Orie2 Engineering Standard 10x10 Min. Pen (20 Degree Tilt) Rack ' DRO Feb 7, 2008 at 11:15 AM 480. DL+ EQ (E-W) Rack-1000-20 Degree-ALT-2 Min... 1 ' Pa e: A39 r ' z�x 1 -.011 Wf1 -.011 Wn -.011 Wn -.011 Wn -.011 Wn -.011 Wn 01 1 Wn 011 Wft 011 k/n 011 kJn 0 kJN11 Wn 011 Wit 007 007Wfl 007W �007WTr 07Wt 007Wi �1007Wft 00701 07Wn \ 07wn \007Wtt 07Wn a i 1 ' Loads:LC 4,DL+EQ(E-W) RCSUIts for LC 5,DL Oriel Engineering Standard 10x10 Min. Pen (20 Degree Tilt) Rack ' DRO Feb 7, 2008 at 11:17 AM 400• DL+ EO (E-W) Rack-1 Ox:0-20 Degree-AILT-2 Mist... Company Orie2 Engineering Page: A40 ' Designer DRO Jab Number : 480. Standard 10x10 Min_ Pen (20 Degree Tilt) Rack Checked By: Joint Reactions nt awl X k Y_ MX[k M �C w 1 4 N1 453 -.134 -.113 0 0 0 ' 2 4 N2 2 2 4 N� -.479 .014 1 4 4 4 N4 0 .0640 Q 0 0 4 N 0 .101 4 .104 2 0 7 4 N30 0 _331 0 0 0 0 8 4 N 1 7 9 4 N32 0 .473 0 0 0 0 10 4 1 N33 0 .136 0 0 0 0 11 4 N 7 -447 .21 .0350 12 4 N58 0 .329 0 0 0 0 D 13 4 N59 -.46 .274 -.003 0 0 0 14 4 N60 0 .354 0 0 0 15 4 N61 199 .174 -.028 0 0 0 1 4 I N 2 D 17 4 N86 Q 307 0 0 0 0 1 4 7 .228 19 4 N88 0 .284 0 go 0 0 20 4 N89 0 .159 0 0 0 0 21 4 NI 13 -.444 04 .153 22 4 N114 0 .19 0 0 _ 0 23 4 N11 -.4 .255 .12 24 4 1 N116 0 .244 0 1 0 0 1 0 i5 4 Ni 17 -.201 .095 .066 0 0 4 Totals: 2 27 4 COG f# : X:20 Y: 3 Z: 19.75 Member Cold Formed Steel Code Checks(Bv Combination) L embe S. ►� LO-C tl LQ-c f[w p'rr Pn[ Tn n CM- n 1 4 M6 Zx3x16G ,192 25 .127 0 z 21.918 37.5 2.0866 4.752' i 1 .6 .96 JC5.1... D 2 141 M13 zx3xl6G .468 0 .057 0 z 119.803 a7.5 1.913 6.193 1 .299.378 C5.1... 41 M14 Zx3x16G 2 4 z 1 .7 7.5 2. 4.752 1 .4 2.7 3 C5.2... 4 4 Mi 5 Zx3x16G .3 6 0 .037 0 20.647 37.5 2.0 6 4.752 1 .713- 25 C5.2... 4 M1 Zx3x16G 0 26 21.813 7. 2. 4.752_ 1 7 C5.2... 4 M17 Zx3x16G 47 4 1 1 .7 7. 2, 4.752 1 _7 47 C5.2... 7 4 M18 Zx3x16G _532 3.25 .072 0 z 19.803 37.5 2.086 4.752 1 .288.994 C5.2... 8 4 M1 Zx3xl6G 2 21.1011 7. 2_ 4.752 1 .7 $C5.2... 4 M2 Zx3x16G 22 .102 0 z 21.1011 7.5 1.913 6.1 1 .4 5. 4 C5.1... 10 4 M21 Zx3x16G .392. 0 .03 0 z 19.8031 37.5 1.913 6.19 1 .422.244 C5.1... 11 4 M 2 Zx&16G .227 4 Q& 0 z 15,786 7.5 2.086 4.752 1 521 .461 C5.2... 12 4 M23 Zx3x16GA 214 .7 1 21.813-a7.5 4.7 2 1 983.314 C5.2.., 13 4 M24 Zx3x16G .236 2.5 004 0 20.647 37.5 2.086 4,752 1 52.538 C5.2... 14 _41 M25 Zx3x16G -500 1 4 .013 8.7136 .5 2.086 4.752 1 81 7 C5.2... 15 4 M2. Zx3xl6G g 6 z 1 3 -37.5 2.086 4.752 1 . 2 .74 C5.2... 1.6 4 M27 Zx3x16G .150 0 .057 0 A21.918 37.5 2.086 4.752 1 .6 .968 C5.2... 17 41 M33 Zx3x16G 27 .2 21.931 37.5 2.086 4.752 1 .6 C5.2... 18 4 M40 zx3x16G .299 3.25 24 __D__y 19.803 37.5 1.913 6.193 1 .65 .551 C5.1... 19 4 M41 Zx3x16G _484 4 .036 0 z 18.786 37.5 1.913 6.193 1 .485.769 C5.1... 20 4 M42_ Zx3x1 sG _,41 p_�0 0.5.1 0 y 2.p,647 37.5_ 1.913 _6..193_ 1_-6_M_376 C5.1••• 21 4 M43 Zx3x16G 171 0 .046 0 21.813 37.5 2.086 4.752 1 .614 .83 C5.1-.. 22 4 _ M44 Zx3x16G ,114 0 .021 0 _y 18.786 37.5 2.086 4.752 1 .975,359 C5.1... 23 4 1 M45 Zx3x16G .064 0 .003 0 �zl 9.803 37.5 1.913 �19 �1 .708 C5.1...24 4 M46 zx3x16G 1 3 2 .034 0 1.101 37. 2. 86 C5.2...2 4 M47 Zx3x1BG 1.1 1 7, 2. c5.2... RISA-3D Version 7.0.2 [1...1...\...1...1__.1...\._.\...\Rack-10x10-20 Degree-ALT-2 Min Pen 4 Bays - 36 inch FeWr261 Company Orie2 Engineering Page: A41 Designer DRO Job Number : 480. - Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked By: Member Cold Formed Steel Code Checks(BE„Combinationt,(Continued), 26 14 M4 Zx3x16G .1 14 119.8031 7. 2. 4,752 1 64 C5.2... 27 4 M49 Zx3x16G .439 4 .029 0 z 18.786 37.5 2.086 4.752 1 .515.273 C5.2... 28 4 M Zx3x16G _4 21.813 7. 1,913 .1 1 2.251 C5.1... 29 4 M 1 OZxU16G 1 20. 47 37.5 1. 1 1 .193 1 M2.667 95.1... 30 4 M52 Zx3x16G .305 4 .024 0 z 18.786 37.5 1.913 6.193 1 .344.491 C5.1... 31 4 M Zx3x16G .222 18 z 1 7. 1.913 .19 1 . 27. 1 C5.1... 2 4 M 4 Zx3x16G 1 _ 21 f 7. 2 .7 2 1 G5.2... 33 4 M67 Zx3x16G 110 .25 .126 0 z 21.918 37.5 2.086 4.752 1 .6 .793 C5.2... 4 4 M 7 Zx3x16G .44 7 0 z 1 7. 1. 1 1 1 .4 C5.1... 35 4 M68 Zx3x16G .401 4 .031 0 z 18.786 37.5 1.913 6.193 1 .451 .753 C5.1... 36 4 M69 Zx3x16G .349 0 .049 0 20.647 37.5 1.913 6.193 1 .715.377 C5.1... 7 4 M7 Zx3x16G 17 47 121.813 7.5 2.Q, 6 4.752 1 .702.821 C5.1... 38 4 M71 Zx3x16G .390 4 .027 0 18.786 7.5 2.086 4.752 1 .711 .221 C5.2... 3 4 M72 Zx3x16G .564 .25 .672 z f 0 7.5 1.913 1 1 .28 .785 C5.1... 40 4 M7 Zx3x16G .582 2 .fl 0 21.1 1 7.5 2.086 4.752 1 .91 .487 C5.2... 41 4 M74 Zx3x16G .578 0 .101 0 z 21.101 7.5 2.086 4.752 1 .497.421 C5.2... 42 4 M7 Zx3x16G 19.803 :37-5 1.913 .1 1 .42 .55 55.1... 4 4 l79x3xl6GA x3x16G 280 4 .0250 18.7 6 7.5 2. 86 4.752 1 .521 .33 G5.2... 44 4 x3x16G .2 7 21.81 7. 2. 4.7 1 82. 23 C5.2... 45 4 x3x16G 235 0 .017 0 20.647 37.5 2.086 4.752 1 .947.564 C5.2... 46 4 .523 4 .015 0 18.7 6 37.5 2.086 4.752 1 .812.612 C5.2... 47 M1Zx3xl 3x16G 4 1 z T 7.5 1. 1 .193 1 2 C5.1... 48 46G .057 .077 0 21.918 37.5 2.086 4.752 1 .6 .794 C5.2... 4 4 &16G p 1 1. 1 7. 2_ 4.752 1 .6 C5.2... 50 43x16G .276 3.25 .018 0 19.803 37.5 1.91 6.193 1 fi47.498 C5.1... 51 4x16G .459 4 .036 I 0 z 18.7 6 37.5T 485.587 C5.1... 52 43x16G 4 20.647 37.5 2.086 4.752 1 1 .41 C5.2... 53 4 M97 Zx3x16G .178 0 .047 0 21.813 37.5 2.086 4.752 1 .614.806 C5.2... 4 4 M Zx3x16G .1 4 . 27 18.786 7. 2.086 14.75 1 7 54 C5.2... 55 4 M99 Zx3x16G 059 0 .007 0 19.803 37.5 1.913 6.193 1 .707.655 C5.1... 56 4 M100 Zx3x16G 164 2 .037 0 21.101 37.5 2.086 4.752 1 .621 .368 C5.2... 7 4 M1 1 Zx3x16G 2 2 7 21.1 1 7. 2. 4.752 1 .8 5.551 C5.2... 58 4 M102 Zx3x16G .224 0 .010 0 19.803 37.5 1.913 6.193 1 .865.416 C5.1... 5 4 M1 Zx3x16G .474 4 2 1 .786 7.5 f. 1 6.193 1 515.468 C5.1... 41 M1 04 OZx3xl6G _ 7 21.813 7. 2. 4.752 1 53.414 C5.2... 61 4 M105 OZx3xl6G .360 0 .018 0 20.647 37.5 2.086 14.752 1 1 .823.412 C5.2... 62 4 MT 6 Zx3x16G 4 4 n 18.786 7.5 2.086 4.752 1 .675 C5.2... 4 MI 7 Wx16G .211 1 1 7. 1.91 6.1 T 27.792 C5.1... 4 4 M1 Wx16G 14 21. 1 7_ 2. 1 C5.2... 65 4 M1 14 Zx3x16G .2 7 .2 .14 21. 7. 2. 4.752 1 4 C5.2... 66 4 M121 Zx3x1sG .422 0 .058 1 0 z 119.803 37.5 2.086 4.752 1 .298.345 C5.2... 7 4 M122 Zx3xi6G 366 4 . 1 z 18.7 6 7.5 2. 14 752 1 44 _50 C5.2... fib 4 MT 2 Zx3x16G 34 28 0 120.647 7. 1. 1 6.193 f .714.427 C5.1... 69 4 M124 Zx3x16G .135 0 32 0 21.813 37.5 1.913 6.193 1 .701 .796 C5.1... 7 4 M1 Zx3x16G ,41 4 1 .7 7 1.913 6.1 1 .711 4 7 C5.1... 71 4 M12 Zx3x16G 2 72 Q z 19.803 37.5 1-912 6.1931 .2 77 C5.1... 72 4 M127 Zx3x16G 7 2 48 0 X 21.101 37.5 1.9131 6.193 1 .91 1 C5.1... 73 4 M128 Zx3xi6G .1 1 z 21.1 T 7.5 1.913 .193 1 .49 5 C5.1... 74 4 M1 Zx3x16G Q,3 z 6 i g3 1 411 . 1_5 C5.1... 75 4 M130 Zx3x16G .278 4 .016 0 z 18.786 37.5 T.913 6.193 1 .518.652 C5.1... 7 4 M1 1 Zx3x16G .24 ,7 47 21. 1 7. 1. 1 1 1 . 4 62 C5.1... 77 4 MT 2 Zx3x16G 24 2. 2 2 . 47 7. 1. 1 .19 1 5T .4 C5.1... 78 4 M133 Zx3x16G ,Sg 4 .022 0 18.786 7.5 1.91 6.193 1 f .636 C5.1... 7 4 M1 4 Zx3x16G .7 1 z 19.803 37.5 1-913 , 6,1921 2 .99 C5.1... 8 4 M135 Zx3x16G .115 0 57 0 z 21.918 37.5 2.086 4.752 1 .6 . 57 C5.1... 81 4 M136 4ZS2X060 .2pg 5 .014 0 4.002 27.35 1.288 1.097 1 .6 1 C5.1... 2 Al M1 7 4Z52Xo60 12 4 4. 2 27. i C5.2... RiSH-3D version 7.0.2 �i...i...1...i...�...i...i...'`...'\Rack-1 DO0-20 De ree-NL i-2 Min Pen 4 Bays - 3a inch "' rem' g y � ..�i ' Page: A42 Company Oriel Engineering ' Designer DRO Job Number : 480. Standard 1Ox10 Min_ Pen (20 Degree Tilt) Rack Checked By: ' Member Cold Formed Steel Code Checks (Bv Combination Continued nn-em-be UC Max Qc( shear-UG Lwf l n Tn�k_J_Mh"1K, Mrv_z[k,,. yy�m 4 M 8 4ZS2X060 .21 5.2 I 14 0 4.002 27. 5 i 1.2 1. 97 1 i C5.2... ' 84 4 M139 4ZS2Xo60 .214 5.208 15 0 4.002 27.35 1.28 1.097 1 .6 1 1 jC52 . 4 M140 4ZS2XO60 .210 5.208 14 0 4. 2 27.3511-288 11.097 1 1 C5.2... 86 4 M141 4ZS2XO60 2 14 4. 27.35 1.2 1 7 1 1 C5.1... 88 67 4 M142 4ZS2XO60 .209 5 .014 0 4.002 27.35 1.288 1.097 1 .6 1 C5.1... 4 M143 4ZS2X060 2 1 4.002 27.35 1.288 1.097 1 1 C5.1... 89 4 M144 4ZS2XO60 ,2oq 144.002 27. 5 1.2 1.0 7 1 1 C5.1... 90 4 M145 4ZS2XO60 .209 5 .014 0 4.002 27.35 1.288 1.097 1 .6 1 C5.1... 1 4 M14 4ZS2XO60 .2 9 14 4.002 27. 5 1.288 1.097 . 1 1 C5.1... 92 4 M147 4ZS2XO60 209 5 Q14 0 _y 4.002 27.35 1.2 -1.097 1 6 1 C5.1... 93 4 M148 4ZS2XO60 .210 5.208 .014 0 4.002 27.35 1.288 1.097 1 _6 f C5.2... 4 4 M149 4ZS2XO60 .211 .2 8 14 0 4 7 1.288 1. 7 1 1 C5.2... 95 4 M151 4ZS2x060 213 5.208 .014 0 4.002 27.35 1.288 1.097 1 .6 1 C5.2... 4 M151 4ZS2XO60 .2 1 2 14 4.0 27. 1.2 1.097 1 1 C5.2... 97 4 M152 4ZS2X060 ,209 5 .014 0 3L 4.002 27.35 1.288 1.097 1 .6 1 C5.1... 98 4 M153 4ZS2XO60 20 .014 0 4.002 27.35 1.288*1.097 1 .6 1 C5.1..9 4 M154 4z52xofio .2 5.208 . 4 0 4 002 27. .2 1 1100 4 M155 4ZS2XO60 .212 5.20 A14 0 4.002 27. 5 1.28 .097 1 .6 1 C5.2... 1 1 4 M156 4ZS2XO60 212 5.2Q814 0 v 4.002 27. 5 11.288. 1. 9 1 1 C5.2... 102 4 M157 4ZS2XO60 .211 5.208 .014 0 4.002 27.35 1.288 1.097 1 .6 1 C5.2... 103 4 M158 4ZS2xofiQ .210 5.208 .014 0 y 4.002 27.35 1.288 1.097 1 .6 1 1 C5.2... 1 4 4 M1 9 4ZS2XO60 2 14 4,002 27.35 1.288- 1.097 1 1 C5.1... 105 4 M160 4ZS2XO60 .209 5 .014 0 4.002 27.35 1.288 1.097 1 .6 1 C5.1... 1 4 M1 1 4ZS2XO60 .21 14 02 27. 1.2 f 7 1 1 C5.2... 107 4 M162 4ZS2XO60 .209 5 .014 0 4.002 27.35 1.288 1.097 1 _6 1 C5.1... 108 4 M163 4ZS2XO6Q .214 5.208 14 0 4.002 27. 5 1.288 1.097 f 6 1 C5.2... 1 4 M164 4ZS2XO60 210 14 -4.002 27.35 1.2 1. 97 1 1 C5.2... 110 4 M165 4ZS2XO60 .210 5.208 .014 0 4.002 27.35 1.288 1.097 1 .6 f C5.2... 11 4 M166 4ZS2X060 .209 14 0 4.002 27.35 1.2$$ 1097 1 1 C5.1... 112 4 M167 4ZS2XO60 1 .209 5 14 0 v 14.002 27.35 1.288 11.097 1 1 .6 1 C5.1... 1 f 3 4 M168 4ZS2XO60 .213 15.208 .014 0 v 14.002 27.35 1.288 1.097 1 .6 1 C5.2... 114 4 M169 4ZS12XO60 -213 5.208, 14 2 27. 1.2 1 7 1 1 C5.2... 116 4 M171 4ZS2XO60 .210 5.208 .014 0 4.002 27.35 1.288 1.097 1 .6 1 C5.2... 11 4 M 71 4ZS2XO60 g 14 4. 27. 1.2 1. 7 1 1 C5.1... 117 4 M172 4ZS2XO60 2 14 4.002 27,35. 1.2 1. 7 1 .6 1 1 C5.1.._ 118 4 M173 4ZS2XO60 .209 5 .014 0 IV 4.002 27.35 1.288 1.097 1 .6 1 1 C5.1... 111914 M174 4ZS2XO60 .21 5.208 14 4.002 27.35 1-288 1.097 1 1 C5.2... 12 4 17 4ZS2XO60 14 2 27-35 1.2 811. 7 1 1 C5.2... 121 4 M176 4ZS2XO60 14 4-27.35 2 1.28 1. 7 1 6 1 C5.1... 12 4 MI 77 4ZS2XO6o 20g 14 0 4. 2 27 .2 f 7 1 1 C5.1... ' 123 4 M178 azSzxOso .209 5 .014 0 4.002 27.35 1.288 1. 97 1 .6 1 C5.1... 124 4 M17 4ZS2XO60 1 .2 . 14 4.002 27. 1.2 1. 7 1 C5.2... 12 4 M1 0 4ZS2XO60 .211 .2 15 0 4.002 27. 1.2 1. 97 1 .6 1 C5.2...1 126 4 M181 4ZS2XO60 .212 5.208 .014 0 4.002 27. 5 1.28 1. 97 1 .6 1 C5.2... ' 127 4 M1 2 4ZS2XO60 ,2 5.2 14 4-0 2 27. 1.2 1. 97 1 1 C5.2... 12 4 M183 4ZSU060 .2 1 4.002 27. 1. 1.097 1 1 C5.1... ' Member AISC 13th ASO Steel Code Checks B Combination PnsJ ... pnUo... MnyyL.M E n 1 4 M1 r PIPEh2.5 H.. 6 2 3L, 050 0 28.733 30.fi12 2.174 2.174 1.66 H1-1 b ' 2 4 M2 PIPE 2.5 H.. 4 _ 28.733 30.6i2 2174 2.1741.66 H1-1b 3 4 M3 PIPE_2.5_H.. 688 3 .054 0 28.733 30.612 2.174 2.1741.66 EHIIPE2_5H.. . 28.733 30,612 2.174 2.174 1.66 5 4 M5 PIPE_2.5_H.. 318 3 025 0 28.733 30.612 2.174 2.1741.fi6 H1-1b ' 6 4 M28 PIPE_2.5_H.. .008 3 00 0 28,733 30,612 2.174 2.1741.66 HI-lb 7 4 M2 PIPE 2.5 H.. _0 7 28.733 30,612 2.174 2.174 1.66 H1 1b RISA-3D Version 7.0.2 [1...1.__1...1___1...1.._1...1...IRack-10X10-20 Degree-ALT-2 Min Pen 4 Bays - 36 inch r26] Page: A43 Company : Orie2 Engineering Designer DRO Job Number : 480_ Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked By: Member RISC 13th ASD Steel Code Checks(By Combination) (Continued) r P 4 PIPE 2.5 H.. 7 28.733 30.612 4 2.1.74.1.66 H1-1b 9 4 M31 PIPE_2.5_H.. .009 3 00 0 28.733 30.612 2.174 2.174 .66 H1-lb 16 q M 2 PIPE 2.5 H.. i& 28.733 30.612.. 2.174- 2.174 .66 Hi'-ib 11 41 M PIPE_2.5_H... 30 28.733 30.612 2.174 2.1741.66 H111b 12. 41 M56 PIPE 2.5_H.. .007 3., .000 0 28.733 30,612 2..174 2.174 ..66 H1-1b # 4 M 7 PIPE 2.5_H... .$7 28.733 30.612 2.174 2.174 .66 H1-1 b 4 4 M PIPE 2.5_H.. .0 28.733 30.612 174 2 1.66 H1-:1b 1 4 M59 PIPE_2.5 H.. .290 .02 0 28.733 30.612 2.174 2.1741.66 Hi-ib PIPE_2:5_H.. 10 28.73_lz3:30.612 '2:174 1.66 H1-1b 17 4 M$ PIPE 2.5 H.. .007 Q00 0 28.733 30.612 2.174 2.174 1.66 H1-1b #8 � 4. PIPE2:5_H.. ,0 3. 0 0 28.733. 30.612 ,2.174 '2.i74 1.66 H1-ib 1 4 M8 PIPE H.. ,00 28.733 30.612 2.1 .174 1.66 H1-1b 0:' 4 M86 PIPE.2.5_H.. .00 -3 :0 0 0 28.733 30.612 2.174 2.174. .667 H1-Jb 21 41 M109 PIPE 2.5 H.. 52 0 28.733 30.612 2.1 .1741.66 Hi-ib 22 4 M11. . RIPE 2.5 H:. .004 -3 :000 0 28.733 30.612 2.1.74 '2A 1:66 H1=1b 23 4 Mill PIPE2.5_H.. . 3 .054 0 28.733 30.612 2.174 2.174 .667 Hi-lb 24. 4 M112 .PIPE.2.5 H.: 0 4 0 28.733 30.612 2.174 2. 74 1:66 H7-lb 25 4 M113 PIPE_2.5_H.. .2 3 023 0 28.733 30.fii2 2.17 2.1741.66 Hf-ib 1 1 RISA-3D Version 7.0.2 [1...1...1...1...1...1...1...1__.\Rack-10x10-20 Degree-ALT-2 Min Pen 4 Bays - 36 inch IREWr2dj 1 1 --- Pa e: A44 •Y z�x -.011 k�1 klfi -.o„kRi 1 wn -•0,1kW 1 k!n -.0111M1k1n • -.011k/ Oil k 101 -.011 1w it 1 1 ~- 1 1 1 1 Loads:LC 5,DL Resulls for LC 5,DL Oriel Engineering Standard 10x10 Min. Pen (20 Degree Tilt) Rack ' DRO Feb 7, 2008 at 11:15 AM 480. DL Rack-10x10-20 Degree-ALT-2 Min... 1 Page: A45 r z�x D D D D D D -.011 Wit -.011 kM -.011 wit -.011 wft -.01 t wft -.011 Wft Oil kift 011 Wtt -011 Wft 011 w" 011 WEt `I011 Wtt D D a D 0 a Loads:LC 5,DL Flowlts for LC 5,DL Oriel Engineering Standard 10x10 Min. Pen (20 Degree Tilt) Rack DRO Feb 7, 2008 at 11:17 AM 480. ❑L Rack 10x10-20 Degree-ALT-2 Min... D Company Oriel Engineering Page: A46 Designer DRO Job Number : 480_ Standard 10x10 Min_ Pen (20 Degree Tilt) Rack Checked By: Joint Reactions C 1 5 NI 0 .085 .02 0^� 1 Q- p- 2 5 N20 1.. - 3 N 1 0. 4 5 N4 01' .1.54 0. 0 . Q 0 5 5 N5 0 .09 -.01 p 6 N29 7 5 N30 0 .319 0 0 0 N 1 9 N32 0 .379 0 0 0 0 1 5 'N33 0 .147. 0 0 1I N57 .21 . $5 0 0 0 12 5 N58 0 .329 0 0 0 a. 3 5 N 9 0 .273 -. 3 14 5 ' N60 0 353 0 . 0. - 0 15 5 N61 1 .174 028 Q p `N 5 :1 - f7 5 N86 0 .319 0 - �0 0 0 18 N 7 .2 0 0 19 5 N88 0 .379 0 0 0 0 t..22 5 N89 0 _ .147 0 0 0 p - N113 Q 8 02 0 p 5 NI14 0 :196 0 M0 00 N 115 .1 -. 03 0 p 5 N116 ..154 0 0 25 5 N117 _098 -.019 0 0 0 2 5 T 1 5 2$ 27 5 COG ft : ILO Y. 1-1 Z: 19.75 Member Cold Formed Steel Code Checks LBv Combination emb �I� Shur_UC QM I R k ,.M 1 5 M6 zx3xtsG 023 0 022 0 21.918 37.5 2.086 4.752 1 .6 .862 C5.2... 2 5 M13' Zx3A& .039 3.25 .012 19.80 7.5 2.086 1 4,752 1 .92 .394 C5.2.. 5 M14 iZx3xl6G . 44 0 .002 0 018.7861 37.52.086 4.752 1 4 5 MI5 Zx3xi6G .059 _25_. .027 20: 47 37:5 2.086 4:7 2.' i 372 C5:1..: M16 3Zx3xl6G .059 0 .024 13 37.5 2. 752 f 849. C5.1... MI 7' Zx3xt6G .04 7 5 M18 zx3xt6G O10 3.25 .000 0 19.803 7.5 1.91 6.193 1 .6 .9 C5.1... M19 Zx3x16G 2 18 fa 1 7.5 6 4.Z 1 478 C5.1..: 9 5 M20 zx3x16G .033 0 _018 2 701 7 2. 752 i 6 .4 C5.1... 10 5 M21 Zx3x16G 018 .3.25 005 19.80 1 37.5 .2.086 4.752 .. 1 588 C5.1..: 11 5 M22 zx3x16G .041 4 11 18.7 37. -.2.Q86 , 4.752 1 9.3 C5.1•.. 12 M2 Zx3xt 6G 033 1 .7 0- v 21.813 .5 2.08 4.7 2 1 C5.2.,. 13 5 M24 Zx3xt6G .033 1 0 .010 0Y 20.647 J7.5, 2.086 4.752 I 416 .5 C5.2... 14 M25 Zx3xt 6G 5 4 - 0 .786 7. 2: 4:7 2 1` 2 C5.2... 1 M2 Zx3xi6G ,01 07 0 .803 7.5 2. 4.7 2 1 C5.1... 16 5 M27 Zx3x16G : 22 5 .026 21. 18 37.5' . 2.086 4.752.. .1 .6.. .83 C5:2... ' 17 5 M 3 Zx3xt 6G 17 .25 4 31 -37.5 2.086 4.752 C5.z... 18 5 M40 Zx3xt 6G .061 3-25.1 018 1 37.5 .086 4.752 1 6 .5 1'C5.1... 19 5 M41 Zx3xt6G 068 0 .010 0 18.786 37.5 2.086 4752 1 .7 C5.1... 5 M42 Zx3xi 6G .p94 j 2.5w .042 0 . 20:647 7:: �_z._0 4752 1 ' 21 M43 Zx3x16G .094 94 C5.2..: 21.813 37.5 2.08 4.752 17 .6 1 C5.2... 22 5 M44 zx3x16G 064. 4 .022 18.78 37.5- 2 86 4.7 2 1 6' :222 C5.2... 23 5 M45 zx3xt6G 17 3.25 03 0 19.803 7.5 2. 4.752 1 .6 .77 C5.1... ' 24 5 160 .072 2 .0 0. 21.1.Oi 37. 2.086 '.752 2 M47 Zx3x1 6G 72 7 0 21.1 1 7.5 6 4.7 2 1 .428 C5.2... RISA-3D Version 7.0.2 [1...1...1...1.__1...1---1..A...1Rack-10x10-20 Degree-ALT-2 Min Pen 4 Bays 36 inch iWr30] e: A47 Company Oriel Engineering Pa g Desiggner DRO Jab Rumber : 480. Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked By: Member Cold Formed Steel Code Checks fBv Combination Continued 2 M4 Zx3xi6 .2 11 19. 7 2. 4.7 2 1 1 C5.1.., 27 5 M49 Zx3x16G 068 4 D20 0 18.766 37.5 2.086 4.752 1 .6 .329 C5.2... 2 M 0 Zx3x16G 47 21. 1 7. 2. 4.752 1 7 C5.1... M51 Zx3x16G 47 1 2 .647 7. 2.0 4.7 2 1 .1...1 3 5 M52 Zx3x16G 1 073 4 .014 0 18.786 37. 2.086 4.752 1 .6 .611 C5C5.1... 1 M5 Zx3x16G 14 0 .0 0 19.803 7. 1. 1 .1 M 4 Zx3x16G 1 .6 4 C5.1... y 21. 1 7 2.Q L7- 2 1 C5.2... 33 5 Mfi0 Zx3x16G 039 0 .057 0 21.918 37.5 2.086 4.752 1 .6 .792 C5.2... 4 M 7 Zx3x16G 7 3.250 y-19-8037. 2. 4.7 2 1 4 C5.1... ' 35 5 M69 Zx3x16G .064 0 .007 0 18.786 37.5 2.086 4.752 1 .6 .752 C5.1... 3 5 M69 Zx3x16G .094 2.5 .044 0 20.647 37.5 2.086 4.752 1 .6 .377 C5.1... AL--5- M7 Zx3x16G 4 0 21.81 7. 2. 4.7 2 1 21 C5.1.., 38 5 M71 Zx3X16G .064 4 .023 0 18.786 37.5 2.086 4.752 1 .6 .221 C5.2... 40 ' M7 Zx3xt 6G - 17 2 1 .80 7. 2.0 ...4.7 2 1 .7 C5.1 M73 Zx3x16G .075 2 .035 0 21.101 37.5 2. 86 4.752 1 fi .487 C5.2... 41 5 M74 Zx3x16G .071 0 .037 0 21.101 37.5 2.086 4,752 1 1 .6 .421 C5.2... 42 5 M75 Zx3x16G 041 11 03 37.52.086 4.7 2 1 1 _ C5.1... 43 5 M76 Zx3x1 SGAJ 072 4 22 0 18.786 37.5 2.066 4.752 1 .6 C5.2... M77 Zx3x16G . 4 75 .078 21.81 7 r. 2.1114.752 1 .32 C5.2... 45 5 M78 Zx3x16G .048 0 .015 0 20.647 37.5 2.086 4.752 1 .6 .564 C5.2... 46 M79 Zx3x16G .07$ 4 .014 0 18.786 37. 2.086 4.752 1 .6 :612 C5.2... ' 47 M$0 Zx3x16G 19 0 48 5 M81 Zx3x16G .032 1 .25 I .046 0 21.918 37.5 2.086 4.752 1 .6 _795 C5.2... 4 5 M87 Zx3x16G 17 .2 4 0 21. 1 7. 2, 4.7 2 1 .6 .6 4 C5.2... 50 5 M94 Zx3x16G .061 3.25 .018 0 19.80 37.5 2086. 4.752 1 .6 .531 C5.1... 51 5 M95 Zx3x16G .068 1 0 1 .010 0 18.786 37.5 2.086 4.752 1 .6 .7 C5.1... 2 M Zx3x16G 4 2. 4 2 7 7. 2. 8 2 1 4 05.2... 53 5 M97 Zx3x16G .094 0 .042 0 21.813 37.5 2.086 4.752 1 4 M98 Zx3x16G 4 22 v 1 .7 37.5 2. 4. 2 1 .222 C5.2- ' 55 5 M99 Zx3x16G .017 3.25 _003 0 Y 19.803 37.5 2.086 4.752 1 .6 .77 C5.1... 56 5 M100 Zx3x16G .072 2 .034 Q X 21.101 37.5 2.086 4.752 1 .6 .481 C5,2... M101 Zx3x16G 72 37 0 1.101 37.5 2. 4.7 2 1 .6 .42 C5.2... 58 5 M102 Zx3x16G .039 .25 .011 0 19.803 37.5 2.086 4.752 1 .6 .551 C5.1... ' M1 Zx3x16G .068 4 20 0 v 18.786 7 2. 4.752 1 .6 2 C5.2... 1 4 Zx3x16G 7 7 84 1 7. 4.7 2 1 61 M10 Zx3x16G .047 0 .016 0 20.647 37.5 2.086 4.752 1 .6 .565 C5.1... 1 2 MI 06 Zx3x16G 7 4 .01 0 1 0.-706 37.52.086 4.752 1 1 C5.1... 6 M107 7x3X16G 14 0 1 .80 1.91 .1 3 1 .945 CS.t... 64 M1 Zx3xi6G 1 21. 31 7. 2. 752 1 .60 C5.2... 6 M11 a Zx3x16G 2 _ 22 Q 21 18 7. 2. 4 7 2 1 62 C5.2••• 6 5 M121 Zx3x16G .039 .25 .012 0 19.803 7.5 2.086 4.752 1 1.925.394 C5.2... 7 M122 Zx3x16G 44 .002 1 .7 7 2.086 4.752 1 .8 C5.2... M12 Zx3x16G n97 2 . 47 7 . 2.086 4.752 1 .372 C5.1... 69 5 M124 Zx3x16G 59 0 .024 0 21.813 37.5 2.086 4.752 1 .84 .835 Mt... ' 7 M12 Zx3xi6G 4 14 .7 2. 4.752 1 .24 C5.2... 71 5 M126 Zx3x16G 1 3.2 .0 0 19,80,3 7 1.91 6.19a 1 g C5.1... 72 M127 Zx3x16G .036 2 .018 0 21.101 37.5 2.086 4.752 1 -6 .478 74 M12 Zx3x16G C5.f... 7 M12$ Zx3x16G 1 2 3 .01 0 2 .1 1 7. 2.08 4.7 2 1 .432 C5.1... ' 75 5 M130 Zx3x16G .041 4 .011 0 18.786 37.5 2.086 4.752 1 .399.396 CS.L.. 7 1 1 Zx3x16G W .7 77 M1 2 7x3x16G ,Q 1 0 2 47 7. 2.086 4.752 1 .41 C5.2... ' 78 5 M133 Zx3xt6G .055 4 .008 0 18.7 6 7. 2.086 4.752 1 .6 .652 C5.2.., 7 M1 4 Zx3x16G 01 In 007I 0 v 1 803 7, 2. 4.752 1 .361 CS•1... 80 5 M135 Zx3x16G 22 .25 .026 0 21.918 37.5 2.086 4.752 1 _6 .83 C5.2... 81 5 M136 4ZS2X060 .210 5 .014 0 4.002 27.35 f.2$8 1.097 1 .6 1 Cs.2... 2 M1 7 4ZS2Xoso RISA-31)Version 7.0.2 [1...1...1_..1...1_..1...1...1...1Rack-10x10-20 Degree-ALT-2 Min Pen 4 Bays- 36 inch ffb�pr3dj Company Orie2 Engineering Page: A48 Designer DRO Job Number : 480_ Standard 10x10 Min. Pen (20 Degree Tilt) Rack Checked By-- Member Cold Formed Steel Code Checks(By Combination)(Continued) Shear U Tn k zlk - jQMC�5�2..__ 83 5 M1 8 4ZS2XO60 .211 5 14 4.60 27,3 1.2 8 1.0 7 1 84 5 M139 4Zs2Xo6o .210 5 014 .002 27 5 1.288 1.. 97 . 1 .M14 4Zs2Xo6o .209 .014 4 27. 1.2 8 1 5.1 .. 8 M141 4zS2xo60 .2 14 4. 2 7. 1 8 1 7 C5:1... 87 5 M142 4Zs2Xo60 .209 5 _014 0 4.002 27.35 1.28 1. 97 1 .6 1 C5.1... 80 M143 4Zs2Xo6o 2 14 0 X LIzOa 27.351,097 1 9 M144 4ZS2XO60 .2 5 M145 4ZS2XO60 .209 5 .014 n .4 002 27 5 1.2 1 7 1 6 1 C5.1... 1 M146 4ZS2XO60 .20 14 . 92 5 M147 4ZS2xOso 20g 5 14 4.002 27.35 1:2 1. 7 1 6 1 C5.i.,. 93 MI 48 4ZS2XO60 .210 5 .014 0 4,002 27.3 1.288 1.097 4 M14 4ZS2XO60 .211 01 4 0 2 1. 7 6 C5.2..: 95 5 M150 4ZS2XO60 .211 5 .014 b 4.002 27.35 1.2 i. 97 1 6 1 C5.2... 19615- M1 1 4ZS2XO60 .21 14 7. 1.288 1,097 1 C5.2.: 97 5 M153 4ZS2XO60 .209 5 .014 4.002 27. 5 1.288 1.097 1 .6 1 C5.1... 99 98 M153 4ZS2XO60 .209 5 .014 0 4: 02 27. 1.28 ' 1. 7. 1 1 .. C5.1.` M154 4zs2xoso .209 14 0 2 27. 28 1.097 1 1 C5.1... 100 .5 M155 4ZS2XO60 : .209 5 014 0 4. 2 27.35 1.2 � .:1:097 1 .6� 1` 101 5 M1 6 4ZS2XO60 a.2 21 .014 0 4.00 27. .288 1. 7 1 1 C5.2...102 5 M157 4ZS2Xo60 .014 0_ 4.002 27:35 1.288 1.097 1. > :6 1 C5.2..: iO3 5 M158 azs2xo6o .014 0 y 4.002 27.35 1.28 1. 97 1 .6 1 C5.2... 1 4 M1 9 4ZS2XO6014 - - 4. 21. 97 C5:2:.: 105 5 M1 fi0 4Zs2Xo6o .014 0 40021.097 1 .6 1 C5.1... 1 1 4Zs2Xo6o14 27. 2 1' 7 1 A. 1 ' C5.2..: 107 5 M162 4ZS2XO60 .209 5 .014 4.002 27.35 1.288 1.097 1 .6 1 C5.2... 108 5 M163 4ZS2XO60 209 5 .014 0 4. 2 27. 1.28 1-0 7 1. 1 C5.1..: 10 5 M1 4 4ZS2XO60 209 _014 7.35 1,288 1.097 C5.1... 110' 5 M165 4Zs2Xo6o 209 5 .014 0 '27.35 t:2 8 1.097 '1 6 1 C5.1..: 111 5 M1 6 4ZS2XO60 .209 5 14 0 4.12 27. 1.2 1.0 7 1 6 1 C5.1... 112 5 M167 4ZS2Xo60 2Qg 5 .014 0 27.35 1.288 1.097 1 . 6 1 C5.1..: 113 5 M1 RR 14ZS2XDBD .210 5 1 .014 0 v. 4.002 27.35 1.288 1.097 1 .6 1 C5.2... 14 1 4ZS2XO60 .212 14 1 Q y 4.002 27. 1.2 .1 1 C5.2.:: 11 5 M170 4Zs2Xo6o .212 5 .014 0 4.002 27.35 1.288 1.097 1 .6 1 C5.2... 116 M171 -4ZS2XO60 .21 5 14 0 4.002 27 '1.2 1.0 1 f C5.2... 117 5 M172 4zs2xo60 .2 g 5 14 0 4. 27. 288 1,097 1 1 C5.1... 118 5 M173 4ZS2XO60 209 5 .014 0 4..002 27.35 12 8. 1.0 7- 1. .6 1 C5.1... 119 5 M174 4ZS2XO60 .2 9 5 .014 0 4. 02 27. 5 i.28 7 1 1 C5.1... 1 5 175 4Zs2Xo60 2 9 14 4. 2 27 1.2 7 1 1 C5.1:.. 1 1 5 M176 4ZS2XO60 .2 14 4.002 27. 1.2 1.()97 1 1 C5.1... 122 5. M177 4ZS2X060 2 14- . 4.002 27. 1.288 123 5 M178 4ZS2XO60 •209 5 .014 0 4.0 2 27.35 1.28 1.097 1 1 C5.1... ' 1 4 M17 4ZS2XO60 .209 4 125 5 M1 0 4ZSM60 210 5 .014 126 M181 4ZS2XO60 .211 5 di4 4.0 2 27:35 1.2 1.0 7 1 6 1 C5.2..: 127 5 M182 4Zs2Xo6o 211 14 2 7.3 88 i 7 1 1 C5.2... 12 5. M1 4ZS2XO60 .21 14 4: 2127.3 5 1.2 1. 7 1 .6 1 : C5.2... Member A1SC 13th ASD Steel Code Checks 6 Combination LC Member Sha lM­x L-cj_k] h r... oc ... P P Mn M b 1 5 Mi PlPE2,5 H.. 030 3 .002 0 28.733 30.612 2,174 2.1741.66 Hi-ib M2 PIPE 2.5,H.. 0 28.733 30.612 . 74 2 74 1.66 H1-1b M3 PIPE_2.5_H... Q06 3 .000 0 28.733 30.612 74 2.1741.66 Hi-1b 4 M4 PIPE 2.5 H.. 003 _ 3 000 0 28:733 30.612 2:174 2. 774 1.66 H1=1b 5 M5 PIPE_2.5_H.. .028 2 28.733 30.612 P.174 2.1741•66 Hi-lb 6 5 M28 PlPE_2.5_H.. Q3 28.733 30.612 174 2:1.7 1 H171b 7 5 M2 PIPE_2.5_H... 0 ji�Eo 2$.733 30.612 2,174 174 H1-1b RISA-3D Version 7.0.2 [1...1...1...1...1...1...1_..1...1Rack-10x10-20 Degree ALT-2 Min Pen 4 Bays -36 inch I rid) Company Oriel Engineering Page: A49 Designer DRO Job Number : 480. Standard 1Ox10 Min. Pen (20 Degree Tilt) Rack Checked By.- Member RISC 13th ASD Steel-Code Checks(Bv Combination)(Continued) MemberP P Eon M30 IPIPE 2.5 H.. 28.733 130.612 2.174 12.174 1 1 H1-lb 9 5 M31 IPIPE_2.5_H.. .007 3 .000 1 0 28.733 30.612 2.174 12.174 1 Hl-lb 10 5 M32 PIPE 2.5 H.. T 28.733 30.612 2.174 2.174 1 H1-lb 11 5 M55 PIPE 2.5_H.. 1 3 .004 1 0 28.733 30.612 2.174 2.174 1 H1-lb 12 5 M5 PIPE 2.5_H., .006 3 .()0() 0 28.733 30.612 2.174 2.174 1 Hl-lb 1 M57 PIPE_2.5_H.. 10 28.733 130.612 2.174 2.174 1 Hl-1 b 14 M PIPE 2.5 H.. 28.733 30.612 15 5 M59 PIPE_2.5_H... .042 3 .003 0 28.733 30.612 •174 2.174 H1- 2.174 2.174 1 H1-lb b 1 5 M 2 PIPE 2.5 H.. 28.733 30.612 2.1742.174 1 Hl-lb 17 5 M83 PIPE_2.5_H.. .006 3 .000 0 28.733 30.612 12.174 2.174 1 H1-lb 1 5 M84 PIPE_2.5_H.. 05 3 .00 0 28.733 30.612 2.174 2.174 1 Ht-lb 1 5 M 5 PIPE 2.5_H.. 7 p 28.733 30.612 2.174 2.174 1 H1-tb 2Q 5 M86 PIPE_2.5_H.. .003 3 00 0 28.733 30.612 2.174 2.174 1 Hl-lb 1 5 M109 PIPE_2.5_H.. Q 02 0 28.733 30.612 2.174 2.174 1.66 Hl-1b 22 51 M110 PIPE_2.5_H.. .003 3 .000 0 28.733 30.612 2.174 2.1741.66 Hl-lb 23 5 L M111 PIPE2.5_H.. .006 3 .000 0 28.733 30.612 2.174 2.1741.66 H1-lb 24 51 M112 PIPE 2.5_H... .003 3 28.733 30.612 2.174 2.174 1.66 Hl-lb 2 M113 PIPE 2.5 ,0284 02 0 28.733 30.612 2.174 2.174 1.66 Hl lb RISA-3D Version 7.0.2 [\...\...\...1...\.__\...\...\...\Rack-10x10-20 Degree-ALT-2 Min Pen 4 Bays - 36 inch FeWr3dj ' Pa9 e: A50 Beam: M134 Shape: 6Zx3x16GA -1.017 at 3.25 ft Material: CF LT-GA-STEEL Dz In ' Length: 3,25 ft -.003 at 3.25 ft I Joint: N124 Dy In J Joint: N139 -.028 at 0 ft LC 4: DL+EQ(E-W) ' Code Check: 0.734 (bending) Report Based On 97 Sections -1.343 at 0 ff ' -.135 at 0 ft -.226 at 0 StVz k A k 0at0ft Vy k B .594at0ft .772at0ft -.2 at 0 ft Mz k-ft T k-ft -_201 at 3.25 ft MY k-ft 039 at 3.25 ft 21.799 at 0 ft -2.645 at 3.25 ft ' -.18aE0ft ft ksi #$ ksI ' fc hhhw ksf PPW 2.545 at 3.25 ft -21.799 at 0 ft 1 A1S101 ASD Code Check ' Max Bending Check 0.734 Max Shear Check 0.061 (z) Location 0 It Location 0 ft Equation C5.1.1-1 Max DefI Ratio 1-/1971 ' R (c3.1.3) Not Used Fy 50 ksi Y-Y Z-Z Pn 19.803 k Lb 3.25 ft 3.25 ft ' Tn 37.5 k KL/r 46.875 46.875 Mny 1.913 k-ft Sway No No Mnz 6.193 k-ft L Comp Flange 3.25 ft Vny 6.076 k ' Vnz 8.906 k Cb 1 ' Pa e: A51 9 ' Beam: M181 Shape: 4ZS2X060 .427 at 5 ft Material: CF_LT-GA-STEEL .004 at 10 it ' Length: 10 ft Dy In I Joint: N56 J Joint: N84 LC 2: DL-W(left) -.147 at 5 it' Dz In Code Check: 0.865 (bending) Report Based On 97 Sections .217 at 10 ft ' .14at0ft .1 at 10 it .015 at 0 ft ' A k VY k Vz k i ' -.14 at 10 it .1 at 0 tt ' Mz k-ft OatOft MY k-ft T k-ft \,L;7 O 35at5ft 25at5ft 17.264 at 5 ft .028 at 0 It ft ksi fa ksi fC Aftksi or 17.264 at 5 ft AISI 01 ASD Code Check ' Max Bending Check 0.865 Max Shear Check 0.037(y) Location 5 ft Location Oft Equation C5.2.1-1 Max Defl Ratio L1575 ' R (c3.1.3) Not Used Fy 50 ksi Y-Y Z-Z Pn 4.002 k Lb loft loft ' Tn 27.35 k KL/r 188.383 188.383 Mny 1.288 k-ft Sway No No Mnz 1.097 k-ft L Comp Flange 10 ft Vny 6.113 k ' Vnz 5.894 k Cb 1 ' Page: A52 ' Beam: M111 Shape: PIPE 2.5_HRA Material: HR_PIPE-STEEL DY In ' Length: 3 ft I Joint: N115 Dz in J Joint: N120 p62 at 3ft LC 4: DL+EQ(E-W) ' Code Check: 0.693 (bending) -1.103 at 3 ft Report Based On 97 Sections ' . .255 at 0 ft 482 at 0 ft (�13 'atOft ' A k Vz `- -- k Vy k ' Mz k-ft .389 at 3 ft T k-ft My k-ft 1.445 at 3 ft 16.873 at 3 ft .15 at 0 ft 4,44 fa ksi fc ksi ft ksi AA -16.873 at 3 ft RISC 13fh ASD Code Check Max Bending Check 0.693 Max Shear Check 0.054 (s) Location 3 ft Location 0 ft Equation H1-1b Max Defl Ratio L/1108 Bending Flange Compact Compression Flange Non-Slender Bending Web Compact Compression Web Non-Slender Fy 30 ksi Y-Y Z-Z t Pnc/om 28.733 k Lb 3 ft 3 ft Pnt/om 30.612 k KL/r 37.998 37.998 Mny/om 2.174 k-ft Sway No No 1 Mnz/om 2.174 k-ft L Comp Flange 3 ft Vny/om 9.184 k Torque Length NC Vnz/om 9.184 k Tn/om 2.045 k-ft Cb 1.667 ' Pa e: A53 ' Beam: M31 Shape: PIPE_2.5_HRA _234 at 0 ft Material: HR_PIPE-STEEL ' Length: 3 ft 0 at 3 ft I Joint: N32 Dy In J Joint: N37 -.001 at Oft LC 2: DL-W(left) Code Check: 0.013 (bending) Dz in Report Based On 97 Sections .217 at 3 ft ' 726 at 0 it 0at0ft 0at0ft ' VY k Vz k A k 1 1 .002 at 3 ft Oat3ft T k-ft Mz k-ft NiY k-ft .426 at 0 ft .018at3ft tc ksi ft ksl -.018at3ft fa ksl RISC 13th ASD Code Check Max Bending Check 0.013 Max Shear Check 0.000(s) Location 3 ft Location 0 ft Equation H1-1b Max Defl Ratio LJ2168 ' Bending Flange Compact Compression Flange Non-Slender Sending Web Compact Compression Web Non-Slender FY 30 ksi Y-Y Z-Z ' Pnc/om 28.733 k Lb 3 It 3 ft Pnt/om 30.612 k KL/r 37.998 37.998 Mny/om 2.174 k-ft Sway No No Mnz/om 2.174 k-ft L Comp Flange 3 ft Vny/om 9.184 k Torque Length NC Vnz/om 9.184 k Tn/om 2.045 k-ft ' Cb 1.667 ' Page: A54 IE Orle2 Engineering Project No.: PAGE No.-OF Stnrctural&Sndge Engineers fACARf, 16980 Via Tamn,Surte 20e Phone u:(858)335 7643 PROJECT: DATE: San Diego,CA 92127 I°AX 9: (858)451 6142 BY ' 2-1/2"Dia.Pi Pe to Z6 Connection Detail Screw TypelManut. #12 TEKS ICBO ESR 1976 Notes: 1. U-Bolt is designed to resist Horizontal Shear&Moment Pns/0= 559 lbs. (per IRIS I allow screw capacity check) 2. TFK Screws and top flange of Z are designed to resist Vertical Applies Loads at Conn.(0+EQ(E-W)); (Loads from RISA 3D analysis) Load. ' Pi= 0.255 kips 1,392 v-- - 0.482 kips Determine Allowable Bearing on Bolt M j= 1.445 k-11. (kqa Secuoi E3.3 2na 1 Nn h Ame icon Ga a Famea Stew 5p"cs} bolt dia= 0.5 in. Total No.of Scews= 2 nM=- 0,75 Total No.of Bolts= 4 f ew- 0.187 in. 3116"Plate added to 14GA.Z6 d/f= 2.67 c 10 Bolt Locafrons: C= 3 v= 2 in. ' cl= 1.25 in, d=Jv^2+h^2= 2.3636 in. P=m,'C'd't'F Fa= 45 ksi Shear on Screws due to Axial Load Py: ' Pn= 9.47 ksi V= O.128 kips Okay Allowable Bearing on Sheet Metal= Check 3M'Dia,U-Bolts: 0= 2.4 P/0= 3.94 kips ' Shearon Ubolt due to V-.: Vmhi= 0.1205 kips Determine Allowable Shear on Bolt Shear on l It due to W: Allowable Shearon U-Bolts: F,'A,,10 Vuan2=M'12/(d'#bolts) A 1,= 0.196 in' V„y = 1.838 kips F,= 27 ksi (allowable shear stress) Total Shearon U-bolts(Va,+Vh,,): 0= 2.4 V_a = 1.959 kips V.*„=Ahy,•FfQ Vaeow= 2.21 klps Controls Okay 4" 14"X6"X3116 ` , nn yA BACKING PLATE v 1V1 2 FASTEN WITH(2) tp 2„ 1/2"GALV U-BOLT CONNECTORS ' AROUND PIPE TO BACKING THROUGH Z PLATE 6"Z CHANNEL 1�2 FASTEN WITH(15) CHANNEL(SNUG 2-1/2"SCH40 GALV PIPE #12 SS TEK SCREWS AROUND PIPE) 12"OVERLAP SPLICE IN Z-BEAM 1/2"PRE-PUNCHED HOLES AT 62 SPLICE LOCATION. CONNECTED USING 3/B"GALV BOLT 1 ' Pa e;g A55 IE Ode-Engineering Project No. ' PAGE No. OF ""`� Structural 8 Bridge Engineers 16980 Via Tama,SuSq 200 Phone#:(656)335-7643 PROJECT: DATE: San Osgo,CA 92127 FAX#: (858}451-6142 BY: J.L.O./D.R.O. ' Stiffener Plate to Z6 Connection Detail Screw Type/Manuf, #12 TEKS ICBO ESR 1976 tPns/Q- 559 lbs. (per IAISI allow screw capacity check) Applies Loads at Conn.(D+EQ(E-W)): (Loads from RiSA 3D analysis) ' P1= 0.255 kips V- - 0.462 kips W= 1.445 k•ft. Screw Locations: Total No.of Scews= 12 V t= 2 in, v2= 2 in. h1 = 5.5 in. h2= 3 in. Shear on Screws due to Moment: Shear on Screws due to Pi= Shear on Screws due to V-.: Ed12=Ev12+Eh^2- 267.5 im'2 H=M'vf2:&2= 0.130 kips H= 0.040 kips V=M'h/fd^2= 0.357 kips V= 0.021 kips Vlot= 0.378 kips(per screw) Hot= 0.170 kips(per screw) R=JV^2+H^2= 0.414 kips :5 0.559 Okay 4" 14"X6"X3/16 BACKING PLATE v p�q 2" FASTEN WITH(2) �� P �V� 2 1t2"GALV U-BOLT CONNECTORS AROUND PIPE TO BACKING PLATE 5"Z CHANNEL — 4" FASTEN WITH THROUGH 2 2 #12 SS TEK SCREWS CHANNEL(SNUG 2-1/2"SCH40 GALV PIPE AROUND PIPE) f12-OVERLAP SPLICE IN Z-BEAM 1/2"PRF_-PUNCHED HOLES AT 67 SPLICE LOCATION. CONNECTED USING 316-GALV BOLT Page: A56 OR IE Orie2 Engineering Project No.: PAGE No.,of ' Structural Engineers : 16980 ViaTaxon,Sure 200 phone*:(858)335-7843 PROJECT DATE San Diego,CA 92127 FAX X:(8581 451 6142 BY: J.L.O./D.R.O. S.M.S.-Allowable Tension Capacitv Reference Code: American Iron and Steel Institute(AISI)-Cold-Formed Steel Design ' Connecting Metal Base Metal t1= 0.059 in. tc= 0.069 in. FY= 50 ksi Fy= 50 ksi Fut= 65 ksi Fug 65 ksi Screw Type/Manuf. p12TEKS lC60ESR1976 d= 0,216 in, ' Pull-Out Pact=0.85'1c'd'Fu2= 0.704 kips (Eq.E4.4.1-1) Pull-Over dw= 0.4 in. (washer diameter) Pnov=1.5't1'dw'Ful = 2.301 kips (Eq.E4,4.2-1) Screw Tension Pis= 4.68 kips (from screw manufacturer) Pnt=0,8'Pts= 3.744 kips (Eq.E4.4.3-1) Use Ts= 0.704 kips (Minimum of Pnot,Pnov,Pnt) 0= 3.0 Pns1D= 235 Ibs. Page 3 of 3 ESR-1978 TABLE 2—NOMINAL SHEAR AND TENSILE STRENGTHS OF TEKS SELF-DRILLING TAPPING SCREWS FASTENER DESCRIPTION' NOMINAL STRENGTH(Ibi) Nominal Stze Major Diameter(in.) Shear', (dla--tpl) P. Tension',Pb 10-16 0.190 1,480 1,430 12-14 0.216 2,095 3.755 12-24 0.216 2,665 4,680 1/4-14 0.250 2,685 3,855 ' 114--28 0.250 3.590 6,056 For SI:1 inch=25.4 mm.1 Ibf=4.45 N. it 1 Page: A57 Orie2 Engineering Project No. PAGE No. OF pRj6 Structural Engineers DATE t696ovaTazon,Su1e200 Phone*:(656)335-7643 PROJECT: Seri 6ago,CA92127 FAX*:(656)451-6142 BY: S.M.S.-Allowable Shear Capacity Reference Code: American Iron and Steel Institute(AISI)-Cold Formed Steel Design Connecting Metal Base Metal 11= 0.059 in. t2= 0.059 in. Fy- 50 ksi Fy= 50 ksi Ful= 65 ksi Fug- 65 ksi Screw TypeA&nui. #12 TEKS ICBO ESA 1976 Screw Manul.Test Shear Strenght-PSs= 2095 (bs- d= 0.216 in. Shear Design Strength Metal(Section E4.3) Connection shear limited by tilting and bearing(Section E.4.3.1) t2Jt1= 1,00 s 1.0 Pns=4.2'(t2A3'd)1l/2'Fu2= 1.818 kips (Eq.E4.3.1-1) Pns=2.7'11'd'Ful= 2.237 kips (Eq.E4.3.1-2) Pns=2.7't2'd'Fu2= 2.237 kips (Eq.E4.3.1-3) Use Pns= 1.82 kips C1= 3.0 Pns/R= 607 lbs. Check Shear Strength of Screw Pns=0.8'Pss= 1676 lbs. (Eq.E4.3.3-1) Pns/0= 559 lbs. Page 3 of 3 ESR-1976 TABLE 2—NOMINAL SHEAR AND TENSILE STRENGTHS OF TEKS SELF43RILLING TAPPING SCREWS FASTENER DESCRIPTION' NOMINAL STRENGTH(Ibf) Nominal Size Major Diameter(in.) Shear=,P„ Tension',Pb (din-") 10-16 0.190 1,480 1,430 12-14 0.216 2,095 3,755 12-24 D.216 2,665 4,680 114-14 0.250 1 2,685 3.855 114-28 0.250 3,590 1 5,055 For SI: 1 inch=25.4 mm, 1 Ibf=4-45 N. r Page: A58 IE'I Oriel Engineering Project No.: PAGE No. OF jOR + Stalctural Engineers : 16960 V'a Tazon,Sule ll 200 Phone :(858)335.7643 PROJECT: DATE Sa-Diego,CA 92127 FAX X:(858)451.6142 BY: J1.O.lD.R.O. 2-1i2"Dia.Pipe Column to Roof Truss Connection Screw Type/Manut. 14-20 T-5 Fenderhead by Dynamic Fastener Applies Loads at Conn.: (Loads From R1SA 3D analysis) V_ - 482 Ibs (shear) Pt= 255 lbs. (tension) Shear Strength(based on screw capacity): Q=3.0 Vss- 3822 lbs. (Manut.Test Value) Vrts=0.8'Vss 3056 lbs. Vallow,= Vns/Q= 1019 lbs. (per(A1S!allow screw capacity check) Vallow(2 Screws)= 2038 lbs. Tensile Strength(based on screw capacity): Q=3.o Pss= 3822 lbs. (Manut.Test Value) Pns=0.8'Pss 30M lbs. Tallow= Pns1Q= 576 lbs. (per IAIS1 allow screw capacity check) PalIow(2 Screws)= 1152 lbs. Combined Tension+Shear: R=VappliedlVallow+TappliediTallow= 0.458 < '.O Okay • 1�2, M1W _ BASE PLATE WELDED TO PIPE NOTE: ROTATE BASE PLATE AS REQ'D TO FIT SCREWS ' Page: A59 a oriel Engineering Project No.: PAGE' No. OF Structural Engineers - DATE: DATE; 16980 Via Tazon,Su,1e200 Phone N:(858)335-7643 PROJECT: San Diego,CA 92127 FAX a (858)451-6142 BY: J.L.O./D.R.Q. ' S.M.S.-Allowable Tension Capacity Reference Code: American Iron and Steel Institute(AISI)-Cold-Formed Steel Design ' Connecting Metal Base Metal t1- 0.125 in. tc= 0.125 in. Fy.- 50 ksi Fy= 50 ksi Ful= 65 ksi Fu2= 65 ksi ' Screw Type/Manuf. 14-20 T5 d= 0.25 in. Pull-Out Pnot=0.85*tc'd'Fu2- 1.727 kips (Eq.E4.4.1-1) Pull-over ' dw= 0.4 in. (washerdiameter Pnov-1.5'tl'dveFul- 4.875 kips (Eq.E4,4.2-1) Screw Ton slon ' Pts= 4.23 kips (from screw manufacturer) PM=0.8'Pts 3.384 kips (Eq.E4,4.3-1) Use Ts= 1.727 kips (Minimum of Pnot,Pnov,Pn1) a- 3.0 Pns/Q= 576 Ill Use Allow Tension= 576 }bs. 1 1 1 1 1 ' Page: A60 Orie'Engineering Project No.: PAGE No. `OR.�q Structural Engineers OF *�16980 Via Tazon,Sure 200 Phone a:(858)335-7643 PROJECT DATE: San Diego,CA 92127 FAX#:(058)451-6142 BY: J.L.OJD.R.C. tS.M.S.-Allowable Shear Capacity Reference Code: American Iron and Steel Institute(AISI)-Cold-Formed Steel Design ' Connecting Metal Base Metal 11= 0.125 in. t2= 0.125 in. Fy= 50 ksi Fy= 50 ksi Fu 1= 65 ksi Fug= 65 ksi Screw Type/Manuf. 14-20 T-5 Screw Manuf.Test Shear Strenght-Pss= 3822 lbs. d= 0.25 in. ' Shear Design Strength Metal(Section E4.3) Connection shear limited by tilting and bearing(Section E.4.3.t) ' t211= 100 5. 1.0 Pns=4.2'(12A3'd)AI/2'Fu2= 6.033 kips (Eq.E4.3.1-1) Pns=2.7'tl'd'Fui= 5.484 kips (Eq.E4.3.1-2) ' Pns-2.712'd'Fu2= 5.484 kips (Eq.E4.3.1-3) Use Pns= 5,48 kips 4= 3.0 Pns/Q= 1827 lbs. Check Shear Strength of Screw Pns=0.8'Pss= 3057.6 lbs. (Eq.E4.3.3-1) Pns/0= 1019 lbs. Use Allow Shear= 1019 lbs. 1 1 1 ' Page: A61 ,�`^-IE7� OrleZ Engineering Project No.: PAGE No. Of-Structural Engineers : 16980 Via 7ew oo n,Su1e 200 Phe tr:(858)335-7643 PROJECT: DATE San Diego,CA 92127 FAX*:(858)451-6142 BY: ' Check 1/4"Base Plate Connection t T= 134 Ibs. (Tension Reaction) From Rack Analysis v= 453 Ibs. (Shear Reaction) From Rack Analysis 1/8`Fillet Weld Capacity: ' V,b -0.707'A ms 0.3`70ksi 2-1/2'STD Pipe OD= 2.875 Inches vooa.= 16.7539 kips OKAY Check 1/4"thick Base Plate: ' Moment= 67 lb-in. S=bt^2/6 Plate thickness,t= 0.25 in. Plate width,b= 4 in. S= 0.04167 in.12 ' Fb=M!S Fb= 1608 psi Ftono 1 0.75'36ksi.27,000 psi OKAY Pup i a ) - v I I a 1 Page: A62 OR IE Oriel Engineering Project No.: PACE No.—OF Structural Engineers 16980 Via Tamn,Suite 200 Phone u;(858)335.7643 PROJECT; DATE San Diego,CA 92127 FAX 9: (858)451-6142 BY; J.L.O./D.R.O, Check 3/8"Dia.Bolts with Channel Nuts ' T= 134 ibs. (Tension} From"Appendix A' V= 453 tbs. (Shear) From"Appendix A" Allowable Loads on n"O Unislrut Bolts with Channel Nuts; Tm_= 800 lbs. x 2 bolts= 1600 tbs. Okay Vane.= 1000 tbs. x 2 bolts= 2000 lbs. Okay See"Maximum Allowable Pull-out&Slip Loads from Unislrut Catalog pg.77,attached ' Note: For check of 414(TS)Fenderhead Screws to(E)Steel Open-Web truss lop chord,See"Appendix A" ' 234'X 2t O.Q.SCH.40 UNISTRUT 3/8'8 BOLTS z WELDED BASE FLANGE GALVANIZED PIPE WITH CHANNEL NUT f AND SPRING WELDED BASE FLANGE 1 1 #14(TS)FENDERHEAD PtOtX)UNISTRUT PLAN VIEW TRUSS TOP CHORD—� SELF-DRILLING SCREW X 8'LONG OR EQUIVALENT GALV.(TYP.OF 2) TYPICAL ROOF ATTACHMENT OPTION 2 1 1 Page: A63 Channel Nut Loads UNISTRUT' EI Maximum Allowable Pull-out And Slip Loads Allowable fIC31e1anCe to a Channel Nut Pull-Out Strength Slip Torque y ' Size-Thread Gauge Channel Lbs(kg) Lbs (kg) FI-Lbs(N•m) y '/a'-10 12 2,500 1,700 '125 1.134 771 770 Sw"-11 12 2,500 1,500 '100 1.134 680 135 Ih'-13 12 2,000 1,500 50 111000 907 680 70 '/s"-14 12 P3000 1,400 1,000 35 W�, P5000 635 454 50 w__ 12 P5500 1,000 800 19 454 363 25 '/16'-18 12 800 590 11 363 227 15 T, %a'-20 12 600 300 6 o a 272 136 8 a eta W-13 12 1,500 1,500 50 a 680 680 70 _ '/e'-16 12 1,000 800 19 w j P3300 454 363 25 5/�s 18 12 800 500 11 363 227 )5 d ''/a'-20 12 600 300 6 r 272 136 8 EW 'A,-13 14 1,400 1,000 50 Wy 635 454 70 -16 14 P7100 1,000 750 19 454 340 25 m 5/r' 18 14 P4100 800 400 11 5 E 363 181 15 W W %<'-20 14 600 300 6 _K 272 135 8 F 'A'-13 16 1,000 1,000 50 454 454 70 ;y '/a"-16 16 P2000 1,000 750 19 " 454 340 25 Im-18 16 8 800 400 11 m.4 ' P40W 363 181 15 d 'A"-20 16 I 600 300 6 272 136 8 m a� c May require W or Ih'thick fitting. Nut design loads include a minimum safety factor of 3. en Note:Refer to the Channel Nut Selection Chart on the following two pages for the part number. a is k f a c 0.� I I 1 �- � Appendix B Q � Wind Force Analysis of a Building-Mounted Solar PV Array Q i i 1 1 Page: B1 SunEdison7 simplifying solar Wind Force Analysis of a Building-Mounted Solar PV Array SunEdison R&D 7/10/2007 a tPage: B2 This document is meant to serve as a brief overview of the Min-Pen rack.The ' philosophy behind this rack is that through a detailed study of the wind forces on an array, an intelligent placement of roof membrane penetrations can be made while ensuring a safe design. ' Wind tunnel testing was performed on racks of several tilt angles. These racks were evaluated under all possible wind directions and the resulting moments and forces ' were measured. These measurements were then used to determine how the forces are distributed throughout an array. The array was broken down into sections.based on row location and distance from a row edge. Primary rows are those on the outside of an array ' grid. A secondary row is one located between the North-most and South-most(Primary) rows. It was found that these secondary rows were largely shielded from the effects of the wind and that penetrations were required on the perimeter of the array structure only. This fact holds for any rectangular array shape.The resulting data is presented in figure 1 below. The chart outlines the maximum forces possible,on a secondary row in an array, as a function of the distance from a row edge. Maximum Forces Possible on a Secondary Row as a Function of Distance from the Row Edge 14.0 (Including Distribution S fety Factors ❑Maximum Possible Drag 0 12.0 — (per square foot) N O Maximum Possible Lift 10.0 (per square foot) v a v8.0 -- - - - — - — — - - 0 0 4.0 - - - - - - - — — — C 7 a° 2.0 - - - - - - - - - - - - — — 0.0 . o ti d o , o o ti o 0 0 o ti � � h ro � � ,�o ,�a NO) ti°' ix� Distance From End of Row (ft) ' Figure. 1: Distribution of Forces on a Secondary Array Row (20 Degree Panel Tilt) There are small, constant forces present throughout some sections of the array. ' This can be seen in figure 1 as one moves away from the outer edge of a row. Beyond 10 feet from a row edge, the effects of wind blowing in from the side of the array are no longer driving the design. This supports the idea of an array"interior". 1 1 Page: B3 Cd Values Throughout Panel Arrays by Row Cl Values Throughout Panel Arrays by Row ' 0.4 1.0 0.3 a.e 010 Degree Tilt 010 Degree Th o 020 Degree rid 020 Degree Tilt D.6 U G c 0.2 v _pp 0.4 0.1 a O 0.2 Efl ' o.o D.o Row 1 Rowe 2,3 Rows 4,5,6 Row 1 Rows 2,3 Rm 4.5.6 Figure 2: Magnitude of Force Shading as a Function of Row (Row l =North Row) Figure 2 illustrates the reductions in Drag (Cd) and Lift (Cl) that occur through row shading. Testing was completed to determine the distribution of this shading as a function of row. These tests show that the shading effect stabilizes as flow moves back over an array. The forces present on row 20 will therefore be no more than those on row 5 or 6. The testing performed did not model the benefits of any building shading structures such as parapet walls. If present on a building, this additional shading would provide a significant amount of safety factor to the Min-Pen design, on top of that already apresent. The shielding of drag forces is not afforded the same reduction on rows 2 and 3 as in the lift case, but does show the same stabilization trend. That is, as flow moves back through an array, there is little change in the forces acting on a given row (row>3). There is also a clear difference in the shading behavior between panels at 10 degrees and panels at 20 degrees of tilt angle. This is due to a greater flow separation (and thus shielding)on panels of a higher tilt angle and is a result supported by thousands of tests performed in the fluid dynamics field over the past 75 years. ' The approach taken by SunEdison with the Min-Pen rack is to maintain penetrations as required to satisfy seismic demands on the array, but to apply wind tunnel ' testing data to remove unnecessary penetrations required by building code for wind loading. The structure itself is designed as specified through building codes and will not be changed. Only the penetration count and locations are affected by this design. In order ' to keep roof loading within building limits, non-penetrating supports are used regularly throughout the array. The rack is designed to function as a rigid body and will be sufficient to absorb any local peak forces and distribute them over the structure. The ' resulting array provides for a very stable and solid design while allowing a reduction in the cost of solar energy. 1 0 p Appendix C a � Inverter Anchorage 0 ' 1 i t En lneeriR PAGE p ff g Gnz Structural&Bridge Engineers ' JOB#: 16980 Via Tezon,Suite 200 Phone#:(858)335-7643 PROJECT: DATE: 05101108 San Diego,CA 92127 FAX if: (858)451-6142 DESCRIPTION: In,~so Kw DESIGNED: Floor Mounted Equipment Stability Check(per 2007 CBC) Description: Saloon 50kW 1 Ou ut Base Shear- I ' SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS ASCE 7-05 13.3.1 1 Fla=Fac'Wp(lbs.) = 711 lbs. [ASDI I Code:2007 CBC,ASCE 7-05 CHAPTER 11,12,13 SEISMIC DESIGN CRITERI I Vert.Comp.113'Fp(lbs.)= 237 lbs. [ASDI Site Class:9 Table 20-3-1,Default=D Zip Code: I 1 -Overturning and Uplift Forces(Diagonal)- S,: 150.0000 %g { S,:59.7000 %g 1 Cdt,O.T.Angle(Theta)=Ism-l(b2/b1)= 1.0304 radians F,: 1.0000 Table 11A-1 ( 59.0 degrees F,: 1.5000 Table 11A-2 D Ste: 1.5D00 F.-S. j (0.9-W-Fpv)1N = 1363.1 lbs. Swr 0.6955 F,S, 1 Sos: 1.0000 213(Sus) I [Fph'sin(ih)'h/(12'N-b2))= 1092.1 lbs. So,:0.5970 2/3(SM,) I [ [Fph'cos(th)'hi(1/2'N'bi)[= 1092.1 lbs Occupancy: II 1 IP; 1 1 Total = 821.0 lbs. ->Uplift ap= 1 I Rp=2.5 1 Uplift Pt(per A.B.)= 821.0 lbs.per A,B, a z=D In= 10 1 Seismic Force: 1 -Overturning and Uplift Forces(Short Direction)- FP=0,4a.Su W, x(1+2(zli x W, { (RPiIP) j OTM=Fph'h= 25.47 kip-in a F,=0.1600 x W, I b1 1 RM=(0.9'W-Fpv)' /2= 16.36 kip-in F,,=0.3SmI, x W, I Fwem=0.3000 x W, <-Governs 1 Uplift Pt=(OTM-RM)1 bt= 379.8 lbs. ---Uplift FP,,,,,= 1.6SosIp x W, I Uplift Pt(per A.B.)= 189.9 lbs.per A.B. IF,= 1.6000 x W, I I FP=0.3000 x W, 1 -Load to Single Bolt- ' FPgsDI`FP x 0.7=0.4000 x W.(conservative) I Tension per Bolt(IbsJ: 821 I Shear per Bolt(Ibs.) 178 [ ' -Equipment Wt.and C.G.Location-- 1 -Combined Shear and Tension- Wt.of Equip.-W(ibs_) 1778 1 VNallow.= 0.071 Horiz.Width of Unit-bl(in.): 24 1 1 Hartz Length of Unit-1,2(in.) 40 1 T/Tallow.= 0.462 Vert.Dist.to C.G.-In(in,) 35.815 I 0.533 <1.0 OK -Anchor Bott Information- 1 I Total No,of A.B's 4 I ' No.of A_B.'s at Comer-N: 1 1 Anchor Bolt Size and Type 518"Hilt KB TZ 1 Min.Embeddment Depth(in.): 4.00 1 I I Use 518"Hifti KB TZ with 4,00 in.Min.Embed, ' -ICBO Value- 1 and Min.Edge Distance of 6.0 in. Allow.Shearlbolt(Ibs.) 3125 2500=0,8 ICBO 1 Allow.Tonsion/boli(Ibs,) 2220 1776=0.8'ICBO 1 Special Inspection Req'd Proof Load(lbs.) 3552 =2'0.8'fCBO ) (For fc= 2500 psi) (For fc=2500 psi) Per ICBO ES1i917 (Min Edge Distance: 6 in.) b2 ' pv Fpv1 F p'h �Fp,h b) � Fp'h h W Tmax T • bl lC T b2 C ' Plan View Side Elevations Specifications - Model Specific Power kWac 30 50 Model# AE-30-60-PV AE-50-60-PV Voltage Suffix D F E A D F A AC Ou ut Voltage L-L Vac 208 240 120t240 480 208 240 480 Nom Current/Phase Amps 84 73 125 36 139 121 60 Max Fault CurrentlPhase Amps 100 90 156 45 175 152 75 CEC_Efficiency 92.5 NA 93 93 94.5 93 93 Nominal DC Current Amps 96 160 Optional PV Sub-Array Combiner(#of fused strings) 3 x 75 Amps 3 x 100 Amps Max.Weight (Ibs�[kgJ 1300 5911 1778 808 Max Heat Dissipation kBTU/hour 7.16 9.3 Specifications — All Models Nominal MPP DC range do 330-600 Relative humid % 95 Max MPPT Range Vdc 295-600 Note Altitude fl [m] 6000118301 Max Voc(Vdc) 600 Dis IP a LCD 4 Line x 20 Nom.Frequency Range Hz 59.5-60.5 Computer interface/type RS232,RS485 AC Voltage Range Set ints % +1-10 Communicaton Protocol Modbus Power Factor 1 Standard Warran 5 Year Harmonic Distortion %THD <3 Certification UL 1741 Peak Efficien % 95-97 Compliances IEEE 929,1547,519, Cooling _ Fan Forced ANSI 62.41 Noise level(dBA) <65 Ambient Temp.ran a fide C -20 to 50 Optional Features Max amb.temp.at Pnom d C 50 PV View®Remote Monitoring Enclosure rating NEMA 3R PV ZoneG Sub-Array Monitoring Enclosure Construction 11 gauge Powder Environmental monitoring Coated Steel-Seismic External revenue grade meter Zone 4 Note: To achieve 295 volts"Low tap"must be specified at time of order. Unit will derate if grid voltage is<nominal. Enclosure Layout and Dimensions 30kW except 50kW and 30 A(Gland Plate) � 120/240 Vac kW 1201240 Top/Bottom D 59.63x38x28 71.63x40x24 �� HxWxD (in)[mm] [1515x965x711] [1820x1016x610] B Top Gland Plate A(in)[mm] 20x7[508] 16x7[407xl78] DC In AC In C B(in)[mm] 14[3561 1213051 I i — C(in)[mm] 7.5[191] 7.5[191] —� Bottom Gland Plate a , A(in)[mm] 18x51457x127] 14x5[356x127] Air In ' B(in)[mm] 14[3561 12[305] C(in)[mm] 3.5[891 3.5[891 0 13 10 H Left Side Air Out — DC In AC in W All specifications and drawings subject to change without notice. SatCon Power Systems Ph.905,639.4692 Datasheet AE3050_7 Page 2 of 2 835 Harrington Court Fx,905.639.11961 Burlington,ON L7N 3P3 pvsales@satcon.com Canada www.satcon.com 1