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GRAPE ST 31700
VICINITY MAP: STREET MAP: 9ebn46pef R i z p r// 6 CV S' \\\ / EfPreea ire Phermery \ {I I\ Grre x cnrno 11 11 Afv a,NJeS $+ m1828Pm 118r II A Blue Oak Energy 2010 ARCH D - 36'x24" WAL = MA PROJECT SITE In9MericewPe. e \m\ \ a nOonJOU' 0 vhlo. coma M warren n Auld P.T V. 5waFerpPBank Th UPSSlae moo NO. 2077 -LAKE ELS 31700 GRAPE ST., LAKE ELSINORE, CA 92532 SOLAR ELECTRIC SYSTEM PROJECT - 304.98kW DC STC PROJECT SCOPE: SOLAR ELECTRIC SYSTEM THIS PROJECT ENTAILS THE INSTALLATION OF A PHOTOVOLTAIC SYSTEM AT THE LAKE ELSINORE WAL -MART STORE. THE SYSTEM WILL NOT BE A NET ELECTRICITY EXPORTER TO THE UTILITY GRID. THIS INSTALLATION CONSISTS OF A NEW ROOFTOP MOUNTED PHOTOVOLTAIC (PV) SYSTEM. THE PV SYSTEM IS STATIC MOUNTED. THIS SYSTEM WILL BE INTERCONNECTED TO AND WILL BE OPERATED IN PARALLEL WITH TH E SCE ELECTRIC GRID PER THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. AERIAL VIEW: LOCATED AT 33 °39'44 "N 117 017'40 "W DRAWING INDEX: G -001 TITLE SHEET G -002 SYMBOLS AND NOTES G -003 SYMBOLS AND NOTES S -100 STRUCTURAL NOTES AND DETAILS 2010 -1042b -100 2010 -1042b -200 2010 -1042b -300 2010 -1042b -400 2010 -1042b -500 2010 -1042b -600 2010 -1042b -700 WAL -MART SUB -ARRAY PLAN AREA A SUB -ARRAY PLAN AREA B SUB -ARRAY PLAN AREA C SUB -ARRAY PLAN AREA D SUB -ARRAY PLAN SUB -ARRAY DETAILS RACKING STRUCTURE - DETAILS ES -101 EXISTING SITE PLAN ES -102 ARRAY PLAN ES -201 LINE OF SIGHT ELEVATIONS EP -101 ARRAY WIRING PLAN EP -102 EQUIPMENT LOCATION PLAN EP-401 EQUIPMENT PLANS & ELEVATIONS EP -501 ELECTRICAL DETAILS EP -502 ELECTRICAL GROUNDING DETAILS EP-601 ELECTRICAL WIRING DIAGRAM EP -701 EQUIPMENT SPECIFICATIONS EP -702 LABELS & MARKINGS EP -801 SINGLE -LINE DIAGRAM PROJECT TEAM: SITE CONTACT WAL -MART ENERGY TEAM WAL -MART STORES INC. 2001 SE 10TH STREET BENTONVILLE, AR 72716 CONTACT: SEAN CANOY TEL: (479) 204.1500 E -MAIL: SEAN.CANOY @WAL- MART.COM COMMERCIAL PROJECT MANAGER: BP SOLAR INTERNATIONAL 90 NEW MONTGOMERY STREET SUITE 1500 SAN FRANCISCO, CA 94105 CONTACT: VANCE LINDSEY TEL: (415) 449.7957 E -MAIL: VANCE.LINDSEY @BP.COM NORE PERMITTING /PLANNING NOTES: 1. THIS PV SYSTEM INSTALLATION IS SUBJECT TO INSPECTION BY THE CITY BUILDING OFFICIALS, BP SOLAR, BLUE OAK ENERGY AND MULTIPLE OTHER STAKEHOLDERS IN THIS PROJECT. 2. THIS PROJECT SHALL CONFORM TO THE FOLLOWING CODE VERSIONS: 2007 CALIFORNIA BUILDING CODE (CBC 2007) 2007 CALIFORNIA ELECTRIC CODE (CEC 2007) 2008 CALIFORNIA FIRE CODE (CFC 2008) INFORMATION FOR ITEMS 3.6 WAS OBTAINED FROM WAL -MART PROVIDED ARCHITECTURAL DRAWINGS: 3. OCCUPANCY CLASSIFICATION: M - MERCHANTILE 4. TYPE OF CONSTRUCTION: TYPE VB DESIGN ENGINEERING FIRM: BLUE OAK ENERGY, INC. 4614 SECOND STREET SUITE 4 DAVIS, CA 95618 CONTACT: JAYME GARCIA, PE TEL: (530) 747.2026 CALIFORNIA PE LIC. # E18930 STRUCTURAL ENGINEER: INTERACTIVE RESOURCES 117 PARK PLACE POINT RICHMOND, CA 94801 CONTACT: PAUL WESTERMANN TEL: (209) 736 -2079 E -MAIL: PAUL.WESTERMANN @INTRES.COM CALIFORNIA PE LIC. # S003097 RACKING STRUCTURE UNIRAC 1411 BROADWAY BLVD, NE ALBUQUERQUE, NM 87102 TEL: (505) 242.6411 APPROVED FOR PERMIT ISSUANCE 0 F KAS & ASSOCIATE j BY DATE - — These plofis have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance Or, granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate of cancel, the provisions of such codes shall be valid.. CONFIDENTIALITY STATEMENT: THIS DRAWING IS THE PROPERTY OF BLUE OAK ENERGY, INC. THIS INFORMATION IS CONFIDENTIAL AND IS TO BE USED ONLY IN CONNECTION WITH WORK DESCRIBED BY BLUE OAK ENERGY, INC. NO PART IS TO BE DISCLOSED TO OTHERS WITHOUT WRITTEN PERMISSION FROM BLUE OAK ENERGY. INC. 5. ASSESSOR PARCEL NUMBER: 363530006 -6 6. MAXIMUM OCCUPANT LOAD: SALES 30 SF /PERSON OFFICE 100 SF /PERSON STORAGE 300 SF /PERSON TBO 100 SF /PERSON LAWN & GARDEN 30 SF /PERSON CALCULATED AREA OCCUPANT LOADS FOR EGRESS SALES 96,074 SF @ 30 SF /PERSON = 3,202 OCCUPANTS OFFICE 2,745 SF @ 100 SF /PERSON = 27 OCCUPANTS STORAGE 11,225 SF @ 300 SF /PERSON = 37 OCCUPANTS TBO 5,170 SF @ 100 SF /PERSON = 51 OCCUPANTS LAWN & GARDEN 4,982 SF @ 30 SF /PERSON = 166 OCCUPANTS TOTAL OCCUPANT LOAD = 3,483 OCCUPANTS DESIGN ENGINEERING FIRM: BLUE OAK ENERGY, INC. 4614 SECOND STREET SUITE 4 DAVIS, CA 95618 CONTACT: JAYME GARCIA, PE TEL: (530) 747.2026 CALIFORNIA PE LIC. # E18930 STRUCTURAL ENGINEER: INTERACTIVE RESOURCES 117 PARK PLACE POINT RICHMOND, CA 94801 CONTACT: PAUL WESTERMANN TEL: (209) 736 -2079 E -MAIL: PAUL.WESTERMANN @INTRES.COM CALIFORNIA PE LIC. # S003097 RACKING STRUCTURE UNIRAC 1411 BROADWAY BLVD, NE ALBUQUERQUE, NM 87102 TEL: (505) 242.6411 APPROVED FOR PERMIT ISSUANCE 0 F KAS & ASSOCIATE j BY DATE - — These plofis have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance Or, granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to violate of cancel, the provisions of such codes shall be valid.. CONFIDENTIALITY STATEMENT: THIS DRAWING IS THE PROPERTY OF BLUE OAK ENERGY, INC. THIS INFORMATION IS CONFIDENTIAL AND IS TO BE USED ONLY IN CONNECTION WITH WORK DESCRIBED BY BLUE OAK ENERGY, INC. NO PART IS TO BE DISCLOSED TO OTHERS WITHOUT WRITTEN PERMISSION FROM BLUE OAK ENERGY. INC. 1 BLUE OAK Ef1ERGV 4614 Second Street, Davis, CA 95618 -w .blueoakenergy.com - Phone: 530.747.2026 J 4khoo/ ZOO& •® ZO• by solar 90 Nev, Montgomery St., Suite 1500, San Francisco, CA 94105 Phone: 415.284.1905 C PLAN CHECK COMMENTS II 10.20.10 JTG B PLAN CHECK COMMENTS 10.04.10 JTG A PERMIT SET 09.09.10 JTG REV. NO. DESCRIPTION DATE BY 1 BLUE OAK Ef1ERGV 4614 Second Street, Davis, CA 95618 -w .blueoakenergy.com - Phone: 530.747.2026 J PROJECT SITE: WAL -MART LAKE ELSINORE 1. UPDATED OCCUPANCY CLASSIFICATION AND TYPE OF CONSTRUCTION PER PLAN CHECK COMMENTS. STORE #2077 31700 GRAPE ST. LAKE ELSINORE, CA 92532 DRAWING: TITLE SHEET DRAWING NO. G -001 9: 5 Q 4khoo/ ZOO& •® ZO• by solar 90 Nev, Montgomery St., Suite 1500, San Francisco, CA 94105 Phone: 415.284.1905 PROJECT SITE: WAL -MART LAKE ELSINORE 1. UPDATED OCCUPANCY CLASSIFICATION AND TYPE OF CONSTRUCTION PER PLAN CHECK COMMENTS. STORE #2077 31700 GRAPE ST. LAKE ELSINORE, CA 92532 DRAWING: TITLE SHEET DRAWING NO. G -001 9: 5 Q b Y IVIf ULb: I Abbt -(L VIN i IUIVS. IvU I I._b: SECTION . . . . X _ _ _ _ J X -XX SHEET WHERE SECTION IS LOCATED DETAIL I.D. LETTER ELEVATION . X -XX X DETAIL I.D. LETTER DETAIL . X -XX SHEET WHERE DETAIL IS LOCATED DETAIL . . . . . ENLARGED PLAN) DETAIL I.D. LETTER AREA TO BE ENLARGED SHEET WHERE DETAIL IS LOCATED KEYED NOTES . . . . . O KEYED NOTE DESIGNATION ON APPLICABLE SHEET 2 REVISIONS . . . . . . . ADDENDUM NUMBER REVISED AREA CLOUDED GROUND TERMINAL . . . . . f GROUNDING POINT /ROD ... I MODULE FRAME LOCATION IN STRING SOLAR PANEL . . .. .. MALE /FEMALE1 CONNECTIONS FRAME GROUND POINT A. .p STRING I.D. NUMBER SERIES INTERCONNECTION SOURCE CIRCUIT E INVERTER STRING I.D. NUMBER . . Aa -p STRING # COMBINER # COMBINER BOX COMBINER BOX CB -OX AND CONDUIT COMBINER BOX # DC DISCONNECT . . . . . . DC DISCONNECT DCD -X AND CONDUIT DC DISCONNECT # FUSE BOX . . FUSE BOX # FUSED DISCONNECT DISCONNECTING FUSE 1 O FUSE RATING BLADE DISCONNECT DISCONNECTING BLADE 10A CURRENT RATING FUSE FUSIBLE DISCONNECT DISCONNECTING 400A__\. BLADE FUSE RATING OVERCURRENT BREAKER DISCONNECTING BLADE 400A-___ BREAKER RATING DC TO AC INVERTER . fFG PRIMARY SIDE ISOLATION TRANSFORMER I SECONDARY SIDE TERMINATION POINTS NEUTRAL BAR . . . . . . . . . o N I@ Blue Oak 2010 ARCH D - 36 "x24" AC ALTERNATING CURRENT APPROX APPROXIMATE AWG AMERICAN WIRE GAUGE CIL CENTER LINE CB COMBINER BOX CEC CALIFORNIA ENERGY COMMISSION DC DIRECT CURRENT DCD DC DISCONNECT DI DROP INLET DISC DISCONNECT E) EXISTING EL ELEVATION EMT ELECTRICAL METALLIC TUBING EQ EQUAL ID INSIDE DIAMETER IMC INTERMEDIATE METAL CONDUIT JB JUNCTION BOX LFNC LIQUID TIGHT FLEXIBLE REV. NO. NON - METALLIC CONDUIT MCB MAIN COMBINER BOX MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS N) NEW OAE OR APPROVED EQUAL OC ON CENTER OCPD OVER CURRENT PROTECTION DEVICE OD OUTSIDE DIAMETER POCC POINT OF COMMON COUPLING PTC PVUSA TEST CONDITIONS PV PHOTOVOLTAIC RMC RIGID METAL CONDUIT SO STORM DRAIN SF SQUARE FOOT /FEET SIM SIMILAR STC STANDARD TEST CONDITIONS TBD TO BE DETERMINED TOF TOP OF FOOTING TYP TYPICAL UON UNLESS OTHERWISE NOTED VIF VERIFY IN FIELD XFMR TRANSFORMER PROCEDURAL NOTES: P1. PRIOR TO COMMENCEMENT OF ANY WORK, THE CONTRACTOR SHALL NOTIFY BP SOLAR OF ANY DISCREPANCIES NOTED TO EXISTING CONDITIONS, STRUCTURE, ELECTRICAL RUNS (SPECIFY EXISTING ITEMS), WALLS, PARAPETS, FLASHING, ETC.. AMONG SITE CONDITIONS, MANUFACTURER RECOMMENDATIONS OR CODES, REGULATIONS OR RULES OF JURISDICTIONS HAVING AUTHORITY. P2. ALL DIMENSIONS OF EXISTING CONDITIONS MUST BE VERIFIED PRIOR TO COMMENCING WORK. P3. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING OF EQUIPMENT DURING INSTALLATION. P4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS, OSHA REQUIREMENTS AND SAFETY MEASURES ON SITE. THE ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY AND NO DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS OR FOR POSSIBLE EXISTING HAZARDS. P5. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO MAKING ANY CHANGES. APPROVED CHANGES SHALL REQUIRE A DRAWING REVISION TO MAINTAIN CONTROL OVER THE ENGINEER APPROVED DESIGN. DEVIATION FROM THESE PLANS PRIOR TO ENGINEER APPROVAL PLACES ALL LIABILITY ON THE CONTRACTOR. P6. THE SPECIFICATION "OR APPROVED EQUAL ", SOMETIMES DESIGNATED AS "CAE" IN THIS PLAN SET, SHALL NOT AUTHORIZE THE CONTRACTOR TO MAKE CHANGES WITHOUT CONSULTING THE ENGINEER OF RECORD. GENERAL NOTES: G1. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EQUIPMENT AND FOLLOWING ALL MANUFACTURER'S OR ENGINEER'S DIRECTIONS AND INSTRUCTIONS SHOWN HERE. G2. THE ELECTRICAL CONTRACTOR IS ADVISED THAT ALL DRAWINGS, COMPONENT MANUALS, ESPECIALLY THE INVERTER MANUALS, ARE TO BE READ AND UNDERSTOOD PRIOR TO INSTALLATION OR ENERGIZING OF ANY EQUIPMENT. THE CONTRACTOR IS ALSO ADVISED TO HAVE ALL COMPONENT SWITCHES IN THE OFF (OPEN) POSITION AND FUSES REMOVED PRIOR TO INSTALLATION OF FUSE - BEARING COMPONENTS. G3. INSTALLATION CREW IS TO HAVE A MINIMUM OF ONE JOURNEYMAN LEVEL ELECTRICIAN ON SITE AT ALL TIMES WHEN ELECTRICAL WORK IS BEING PERFORMED. G4. FOR SAFETY IT IS RECOMMENDED THE INSTALLATION CREW ALWAYS HAVE A MINIMUM OF TWO PEOPLE WORKING TOGETHER. G5. THIS SOLAR PHOTOVOLTAIC SYSTEM IS TO BE INSTALLED FOLLOWING THE CONVENTIONS OF THE CALIFORNIA ELECTRICAL CODE (CEC). ANY LOCAL CODE WHICH MAY SUPERSEDE THE CEC SHALL GOVERN. G6. ALL COMPONENTS TO BE INSTALLED WITH THIS SYSTEM ARE TO BE LISTED BY A THIRD PARTY TESTING AGENCY (UL, ETL, ETC.). EQUIPMENT SHALL BE NEMA 3R OUTDOOR RATED OR BETTER, UNLESS LOCATED INDOORS. G7. THE CONTRACTOR IS RESPONSIBLE FOR SELECTING AND PURCHASING EQUIPMENT THAT WILL LAST THE LIFETIME OF THE PV SYSTEM. ALL ENCLOSURES, CONDUIT, STRAPS, PAINTED METAL SURFACES, CONCRETE, GROUNDIN G EQUIPMENTE ANDND OTHER PRODUCTS SHALL BE SELECTED TO LAST THE LIFETIME OF THE PV SYSTEM. THE ENGINEER SPECIFIES THE MINIMUM REQUIRED EQUIPMENT AND SPECIFICATIONS TO ACCOMPLISH THE PROJECT AND THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THESE SPECIFICATIONS ARE MET OR EXCEEDED WITH GOOD QUALITY EQUIPMENT, WORKMANSHIP AND SKILL. G8. DC VOLTAGE FROM THE ARRAY IS ALWAYS PRESENT AT THE DC DISCONNECT ENCLOSURE AND THE DC TERMINALS OF THE INVERTER DURING DAYLIGHT HOURS. ALL PERSONS WORKING ON OR INVOLVED WITH THIS PHOTOVOLTAIC SYSTEM MUST BE WARNED THAT SOLAR MODULES ARE ENERGIZED WHEN EXPOSED TO DAYLIGHT. THE LINE AND LOAD TERMINALS ON THE DC DISCONNECTS MAY BE ENERGIZED IN THE OPEN POSITION AND THE SWITCH IS TO BE LABELED TO COMPLY WITH ARTICLE 690.17 OF THE CEC REFLECTING THIS. G9. ALL PORTIONS OF THIS SOLAR ELECTRIC SYSTEM SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE ARTICLE 690. G10. THE ELECTRICAL CONTRACTOR SHALL PERFORM INITIAL HARDWARE CHECKS AND PV/WIRING CONDUCTIVITY CHECKS PRIOR TO TERMINATING ANY WIRES. ALL AC AND DC WIRE RUNS SHALL BE MEGGER TESTED AT 1,000VDC TO DEMONSTRATE A MINIMUM OF 5 MEGAOHMS RESISTANCE TO GROUND. WE REITERATE THIS POINT SEVERAL TIMES IN THESE DRAWINGS BECAUSE IT IS VERY IMPORTANT TO PREVENT EQUIPMENT DAMAGE! DO NOT MEGGER THE SOLAR MODULES, AS THIS WILL LIKELY DAMAGE THEIR INTERNAL DIODES. MEGGERING IS INTENDED FOR ALL CONDUCTORS INSTALLED BY THE ELECTRICAL CONTRACTOR. G11. FOR PROPER MAINTENANCE AND ISOLATION OF INVERTERS, REFER TO ISOLATION PROCEDURE IN INVERTER OPERATION MANUAL. CONTRACTOR PERFORMING THE MAINTENANCE IS RESPONSIBLE TO FOLLOW ALL LOCKOUT/TAGOUT PROCEDURES. G12. THIS PHOTOVOLTAIC SYSTEM'S UTILITY INTERCONNECTION POINT SHALL MEET THE SPECIFIC REQUIREMENTS OF ARTICLE 690.64, CALIFORNIA ELECTRICAL CODE. PLEASE FOLLOW THE SPECIFIC INSTRUCTIONS IN THIS DRAWING SET TO MEET THIS CODE REQUIREMENT. G13. THE GROUNDING OF THE PHOTOVOLTAIC SYSTEM SHALL COMPLY WITH CEC 690.45 AND CEC 690.47, AS WELL AS THE BP SOLAR TECHNICAL SERVICE BULLETIN. IF THE REQUIREMENTS DESCRIBED IN THIS DRAWING SET ARE CLOSELY FOLLOWED, THE GROUNDING REQUIREMENT WILL BE MET. ANY CHANGES SHALL BE REVIEWED AND DEEMED ACCEPTABLE BY THE ENGINEER, MANUFACTURER AND LISTING AGENCY FOR PRODUCT SAFETY. G14. THE ELECTRICAL CONTRACTOR IS NOT TO START OR COMMISSION THE PV OR INVERTER SYSTEM AT ANY TIME. THIS WILL BE DONE BY BP SOLAR. G15. THE CONTRACTOR IS RESPONSIBLE FOR MOUNTING ALL EQUIPMENT PER THE ENGINEER'S REPORT OR MANUFACTURER'S SPECIFICATIONS. IF SPECIFICATIONS ARE NOT APPARENT, THE CONTRACTOR SHALL USE DILIGENT EFFORTS TO MOUNT EQUIPMENT SUCH THAT IT WILL BE CLEAN, LEVEL AND SOLID IN ORDER TO LAST THE LIFETIME OF THIS SOLAR ELECTRIC SYSTEM. G16. ANY METAL SHAVINGS RESULTING FROM SITE WORK SHALL BE CLEANED FROM ENCLOSURE INTERIORS, TOP SURFACES OF ENCLOSURES, THE GROUND SURFACE AND ANY ADDITIONAL AREAS WHERE OXIDIZED OR CONDUCTIVE METAL SHAVINGS MAY CAUSE RUST, ELECTRICAL SHORT CIRCUITS OR OTHER DAMAGE. G17. THE ELECTRICAL CONTRACTOR SHALL CONSIDER THE WEATHERING OF EQUIPMENT OVER TIME AND ELIMINATE THE POSSIBILITY OF DEGRADATION OF EQUIPMENT DUE TO WATER ENTRY AND UV EXPOSURE. AS A RESULT, WE REQUIRE THE USE OF UNISTRUT OR SIMILAR MOUNTING SYSTEMS TO MOUNT ENCLOSURES, PULL BOXES, LOAD CENTERS, FUSE BOXES OR OTHER EQUIPMENT TO ROOFTOPS AND WALLS TO PREVENT WATER BUILD -UP, WEEP HOLES SHALL BE PROVIDED IN ENCLOSURES WHERE CONDENSATION OR WATER BUILD -UP MAY OCCUR. SEALING CONDUIT WITH DUCT SEALANT AT ENCLOSURE ENTRY POINTS IS REQUIRED TO MINIMIZE CONDENSATION AND PESTS IN ENCLOSURES. FOR CONDUIT LOCATIONS RUNNING THROUGH WALLS FIRE RETARDANT FOAM OR CAULK SHALL BE USED TO MAINTAIN THE CURRENT FIRE RATING OF THE WALL AND MUST COMPLY WITH UL 1479 & UL 723 STANDARDS FOR THROUGH PENETRATIONS. G18. MAINTAIN MINIMUM 1/ 2" FROM EDGE OF STRUT, RAIL, OR OTHER MOUNTING SYSTEM, TO THE EQUIPMENT, RACEWAY OR OTHER ITEM BEING SECURED. ELECTRICAL NOTES: E1. IN EVERY PULL BCX, TERMINAL BOX, AND AT ALL PLACES WHERE WIRES MAY NOT BE READILY IDENTIFIED BY NAMEPLATE MARKINGS ON THE EQUIPMENT TO WHICH THEY CONNECT, IDENTIFY EACH CIRCUIT WITH A PLASTIC LABEL OR TAG FOR NUMBER, POLARITY OR PHASE. E2. THE LAYOUT OF CONDUIT SHOWN IN THESE PLANS IS INDICATIVE ONLY. CONTRACTOR SHALL ROUTE AND LOCATE THE CONDUITS TO SUIT SITE CONDITIONS BUT SHALL NOT EXCEED THE MAXIMUM CONDUCTOR LENGTHS IDENTIFIED ON THE WIRE SCHEDULE. CONTRACTOR WILL COORDINATE ALL CHANGES IN WIRING AND CONDUIT WITH THE ENGINEER. E3. WHERE WIRE AND CABLE ROUTING IS NOT SHOWN, AND DESTINATION ONLY IS INDICATED, CONTRACTOR SHALL DETERMINE EXACT ROUTING AND LENGTHS REQUIRED. A SHOP DRAWING OF PROPOSED INSTALLATION SHALL BE SUPPLIED TO BP SOLAR PRIOR TO INSTALLATION. E4. BENDS SHALL NOT DAMAGE THE RACEWAY OR SIGNIFICANTLY CHANGE THE INTERNAL DIAMETER OF RACEWAYS (NO KINKS). E5. SUPPORT CONDUCTORS IN VERTICAL CONDUITS IN ACCORDANCE WITH REQUIREMENTS IN CEC 300.19. E6. INSTALL ALL WIRING MATERIALS IN A NEAT WORKMANLIKE MANNER. USE GOOD TRADE PRACTICES AS REQUIRED BY CHAPTER 3 OF THE CEC AND ANSI /NECA 1 -2000 "STANDARD PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONTRACTING ". ET INSTALL CONDUIT TO MAINTAIN PROPER CLEARANCES AND IN A NEAT INCONSPICUOUS MANNER. RUN PARALLEL AND AT RIGHT ANGLES TO STRUCTURAL MEMBERS OR OTHER CONDUITS. PROVIDE BOXES, FITTINGS AND BENDS FOR CHANGES IN DIRECTION. FASTEN CONDUIT SECURELY IN PLACE. E8. SUPPORT CONDUIT USING STEEL PIPE STRAPS OAE, LAY -IN ADJUSTABLE HANGERS, CLEVIS HANGERS OR SPLIT - HANGERS. HANGER SPACING SHALL BE INSTALLED PER CEC REQUIREMENTS FOR THE TYPE OF CONDUIT BEING INSTALLED. USE APPROVED BEAM CLAMPS FOR CONNECTION TO STRUCTURAL MEMBERS. E9. PROVIDE PULL, JUNCTION, OR CHRISTY BOXES WHERE REQUIRED TO FACILITATE THE INSTALLATION OF WIRING IN ADDITION TO THOSE SHOWN ON THE DRAWINGS. BENDS IN CONDUITS BETWEEN PULL BOXES SHALL NOT EXCEED THE EQUIVALENT OF FOUR 90 DEGREE BENDS. E10. WHEN FIELD CUTTING IS REQUIRED, THE CONDUIT SHALL BE CUT SQUARE AND DEBURRED. Ell. CONDUIT SIZES NOT SPECIFIED SHOULD CONFORM TO CEC SPECIFICATIONS, TO INCLUDE FILL FACTOR AND DERATING FOR NUMBER OF CONDUCTORS WITH A MINIMUM CONDUIT SIZE BEING 3/4 ". E12. THE WIRING MINIMUM SIZE SHALL BE #12 AWG. E13. SAFETY REGULATIONS (LOCK OUT - TAG OUT, ETC..) IS THE FULL RESPONSIBILITY OF THE CONTRACTOR DURING CONSTRUCTION. E14. THE WIRING SIZE IS BASED ON THE ESTIMATED CONDUIT ROUTING AS SHOWN IN THIS DRAWING PACKAGE. SHOULD THE CONDUIT'S LENGTH INCREASE DUE TO RELOCATION OF SOURCE AND /OR ROUTING, THE CONDUITS AND THE CONDUCTORS MAY NEED TO BE RESIZED. PLEASE CONTACT THE ENGINEER PRIOR TO MAKING ANY FIELD CHANGES. E15. ALL WIRING IN CONDUIT SHALL BE THWN -2 FOR 90 °C APPLICATIONS. USE BARE COPPER FOR GROUND FOR ALL EXTERNAL GROUNDING. USE- 2 /RHW -2 OR APPROVED EQUIVALENT SHALL BE USED FOR ALL EXPOSED OR HOMERUN WIRING. E16. FOR INTERCONNECTION VIA BUS TAP: A. OVERCURRENT PROTECTION (SWITCHING DEVICE AND MEANS OF DISCONNECT) MUST BE LOCATED PER CEC 240.21. B. THE CONDUCTORS SHALL BE CRIMPED WITH A CRIMP -ON TERMINAL LUG, MANUFACTURED BY ILSCO, BURNDY, OAE. THE TERMINAL LUG SHALL HAVE IDENTIFICATION OR COLOR CODING TO MATCH THE CONDUCTOR SIZE. TERMINAL LUGS SHALL HAVE LONG BARRELS TO PROVIDE 2 CRIMPS PER TERMINAL LUG PER CONDUCTOR. C. CRIMPED TERMINAL LUGS SHALL BE CONSTRUCTED OF PURE COPPER AND TIN PLATED FOR HIGH CONDUCTIVITY AND RATED FOR 600V AT 90 °C. D. THE CRIMP MUST BE MADE WITH THE MANUFACTURER'S APPROVED TOOL DEVICE TO ACHIEVE THE PROPER CRIMP CONNECTION. E. USE STAINLESS STEEL HARDWARE WITH THE FASTENER TORQUED TO MANUFACTURER'S RECOMMENDATIONS ON ALL THREE PHASES TO COMPLY WITH ARTICLE 1 10. 14 OF THE 2008 CEC. F. MINIMUM BEND RADIUS SHALL BE OBSERVED TO MAINTAIN GOOD CONDUCTOR QUALITY AND WIRE MANAGEMENT IN THE LOAD CENTER OR TRANSFORMER. IF THIS BEND RADIUS IS TOO CONSTRICTING, USE A 90° CRIMP -ON LUG MANUFACTURED BY ILSCO, BURNDY, OAE. 90° CRIMP -ON LUG MUST BE INSTALLED WITH RATED INSULATION THAT MEETS OR EXCEEDS THE CONDUCTORS' INSULATION IT IS BEING USED WITH. IT IS RECOMMENDED THAT ACCEPTAELE CLEARANCES ARE MAINTAINED WITH THIS BUS TAP FOR SAFE, CONTINUOUS OPERATION. G. FOLLOW MANUFACTURER'S GUIDELINES, OR THE APPLICABLE AHJ, FOR MODIFICATION CF BUS BAR(S). E17. ALL CONDUITS SHALL BE FREE OF ANY OBSTRUCTIONS AND PROPERLY SECURED BEFORE WIRE IS PULLED. E18. ELECTRICAL CONTRACTOR TO PROVIDE SIGNAGE TO ALL ELECTRICAL BOXES, JUNCTION BOXES, PULL BOXES, DC DISCONNECTS, CONDUIT RUNS, AC DISCONNECTS, SUB PANELS AND MAIN SERVICES PER CEC ARTICLE 690. E19. MEGGER TESTING: MEGGER (INSULATION) TEST ALL CONDUCTORS AT 1,000V TO 5 MEGAOHMS BETWEEN THE CONDUCTOR UNDER TEST AND GROUND WIRE. CONDUCT TEST AFTER WIRE IS PULLED THROUGH THE CONDUIT BUT BEFORE TERMINATING TO THE MODULES, COMBINERS, DISCONNECTS OR INVERTER. DO NOT MEGGER THE SOLAR MODULES, AS THIS WILL LIKELY DAMAGE THEIR INTERNAL DIODES. MEGGERING IS INTENDED FOR ALL CONDUCTORS INSTALLED BY THE ELECTRICAL CONTRACTOR. MEGGER TESTING OF CONDUCTORS BEYOND THE POINT OF COMMON COUPLING (POCC) IS THE SOLE RESPONSIBILITY OF THE UTILITY PROVIDING SERVICE. E20. ALL UNDERGROUND ELECTRICAL WORK SHALL BE DONE WITH CARE. LOCATE EXISTING UTILITIES, IRRIGATION LINES AND OTHERS BEFORE COMMENCING UNDERGROUND WORK. CONTACT UNDERGROUND SERVICE ALERT (USA) WITHIN 48 HOURS OF ANY UNDERGROUND WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ,ALL UNDERGROUND WORK PERFORMED. E21. AC INTERCONNECTION CONDUCTORS: ALL AC INTERCONNECTION CONDUCTORS SHALL HAVE PERMANENTLY COLOR CODED INSULATION PER COLOR CODING CHART PROVIDED. PHASE TAPING BLACK CONDUCTORS IS NOT ACCEPTABLE. E22. AC INTERCONNECTION CONDUIT SHALL BE UNINTERRUPTED AND NON - ACCESSIBLE. USE OF LB'S, PULL BOXES OR ANY OTHER CONDUIT BODIES WHICH ALLOW ACCESS TO INTERCONNECTING CONDUCTORS WHICH TAP ON TO A LIVE BUS SHALL NOT BE PERMITTED. E23. RACEWAY EXPANSION FITTINGS SHALL BE INSTALLED TO ALLOW FOR THERMAL EXPANSION AND CONTRACTION WHERE NECESSARY, PER NEC 300.7(B). COMPONENT MFR INSTRUCTIONS SHALL BE FOLLOWED AND ALL ACCESSORIES SHALL BE INSTALLED TO ENSURE PROPER FUNCTIONING OF FITTINGS. MODULE INSTALLATION NOTES: M1. REFER TO THE MODULE MANUAL FOR MORE DETAILS ON RIGGING, UNPACKING, HANDLING, PLANNING, AND INSTALLATION. M2. THE MODULES MAY BE SHIPPED WITH SEVERAL MODULES PER BOX. TAKE CARE WHEN OPENING THE BOX TO ENSURE THAT ALL MODULES ARE SECURELY HANDLED. M3. NEVER LEAVE A MODULE UNSUPPORTED OR UNSECURED. THE CONTRACTOR IS RESPONSIBLE FOR ALL MATERIAL HANDLING ON THE JOB SITE. M4. A MINIMUM OF TWO PEOPLE SHALL HANDLE EVERY MODULE OR GROUPS OF MODULES. THE CONTRACTOR SHALL DETERMINE IF MORE PEOPLE ARE REQUIRED TO SAFELY HANDLE THE MODULE(S). M5. DO NOT EXCESSIVELY STACK MODULES ONE ON TOP OF ANOTHER. M6. DURING HANDLING, TRANSPORTATION, INSTALLATION, OR OTHER OPERATION, ENSURE MODULE LEADS ARE NOT DAMAGED. SOLAR ARRAY COMMISSIONING: Cl. BEFORE CLOSING DISCONNECTS OR ATTEMPTING TO ENERGIZE THE INVERTERS, THE FOLLOWING COMMISSIONING PROCEDURE SHALL BE COMPLETED: A. CHECK THE OPEN CIRCUIT VOLTAGE (Voc) AND POLARITY ( + / -) OF EACH SOURCE CIRCUIT. RECORD THE VALUES ON THE COMMISSIONING RECORD DOCUMENTS PROVIDED. B. CHECK THE SHORT CIRCUIT CURRENT (ISC) FOR EACH SOURCE CIRCUIT. RECORD THE VALUES ON COMMISSIONING RECORD DOCUMENTS. C. CHECK THAT ALL FUSES, DISCONNECTS AND OTHER BALANCE OF SYSTEM COMPONENTS ARE RATED FOR 600 VDC AND THE APPROPRIATE CURRENT CAPACITY. D. COMPLETE A VISUAL INSPECTION OF ALL THE MODULES TO CHECK FOR BROKEN GLASS, FRAYED WIRES, EXPOSED CONDUCTORS AND ANY OTHER PROBLEMS THAT MAY CAUSE A FAULT. E. PRIOR TO INSTALLATION ALL FUSES SHALL BE TESTED FOR CONTINUITY. INVERTER COMMISSIONING: IC1. THE ELECTRICAL CONTRACTOR IS NOT TO START OR COMMISSION THE PV OR INVERTER SYSTEM AT ANY TIME. THIS WILL BE DONE BY BP SOLAR, HOWEVER, THIS CHECKLIST MUST BE COMPLETED BY THE CONTRACTOR PRIOR TO COMMISSIONING. A. CHECK THAT THE INVERTER IS PROPERLY GROUNDED, AS DESCRIBED BY THE MANUFACTURER AND THESE INSTRUCTIONS. B. CHECK THE INVERTER DC INPUT VOLTAGE (Voc) FROM THE SOLAR ARRAY FOR PROPER POLARITY INSIDE THE INVERTER CABINET. C. CHECK DC INPUT VOLTAGE (Voc) IS WITHIN THE PROPER RANGE IN THE INVERTER CABINET AS DEFINED BY THE INVERTER RATING LABEL AND ACCOMPANIED MANUAL. D. CHECK AC INPUT VOLTAGE IS IN THE PROPER PHASE SEQUENCE CLOCKWISE) IF APPLICABLE. E. CHECK THAT THE AC GRID VOLTAGE, AT THE INVERTER AC TERMINALS, IS WITHIN THE PROPER RANGE AS DEFINED BY THE INVERTER RATING LABEL AND ACCOMPANIED MANUAL F. FOLLOW START -UP SEQUENCE IN MANUFACTURER'S OPERATION AND MAINTENANCE MANUAL. G. VERIFY THAT ALL CONDUCTOR TERMINATION AND FASTENER TORQUE MEET LISTED SPECIFICATIONS. APPROVED FOR PERMIT ISSUANCESCOTTFAZEKAS & ASSOCIATES INC. DATE ------- Th lans have been reviewed for adherence to theThesep permit pendingapplicablecodesandordinance. Authorization !s hereby granted toplicable City agencies. approval by all app The issuance or granting of a Permit based on approval of these plansysolaltion not be the applicable permit or approve any o permit presumed to give codes or ordinance. Provisions of such authority to violate or cancel the codes shall be valid. CONFIDENTIALITY STATEMENT: THIS DRAWING IS THE PROPERTY OF BLUE OAK ENERGY, INC. THIS INFORMATION IS CONFIDENTIAL AND IS TO BE USED ONLY IN CONNECTION WITH WORK DESCRIBED BY BLUE OAK ENERGY, INC. NO PART IS TO BE DISCLOSED TO OTHERS WITHOUT WRITTEN PERMISSION FROM BLUE OAK ENERGY. INC. BLUE ORK (n(RGY 3i. 4614 Second Street, Davis, CA 95618 - w blueoakenergy mm - Phone. 530.747.2026 byiii #'t';A 90 New Montgomery St., Suite 1500, San Francisw, CA 94105 Phone: 415.284 1905 PROJECT SITE: WAL -MART LAKE ELSINORE STORE #2077 31700 GRAPE ST. LAKE ELSINORE, CA 92532 DRAINING: SYMBOLS & NOTES DRAWING NO. G -002 C PLAN CHECK COMMENTS II 10.20.10 JTG B PLAN CHECK COMMENTS 10.04.10 JTG A PERMIT SET 09.09.10 JTG REV. NO. DESCRIPTION DATE BY BLUE ORK (n(RGY 3i. 4614 Second Street, Davis, CA 95618 - w blueoakenergy mm - Phone. 530.747.2026 byiii #'t';A 90 New Montgomery St., Suite 1500, San Francisw, CA 94105 Phone: 415.284 1905 PROJECT SITE: WAL -MART LAKE ELSINORE STORE #2077 31700 GRAPE ST. LAKE ELSINORE, CA 92532 DRAINING: SYMBOLS & NOTES DRAWING NO. G -002 NU I LS: ADDITIONAL INSTALLATION STANDARDS: BP1. NFPA 70 (NEC) AND IBC, OR LOCAL CODES AS REQUIRED. COMPLIANCE FOR INSTALLATION AND WORKMANSHIP. BP2. LABEL EQUIPMENT WITH PERMANENT WEATHERPROOF LABELS. COMPLY WITH CEC ART. 690.7, 690.17, AND 690.53 ESPECIALLY. LABEL UTILITY DISCONNECT AND SOLAR METER. BP3. IDENTIFY BOTH ENDS OF WIRES WITH PERMANENT WIRE MARKERS. BP4. THE POINT OF CONNECTION SHALL COMPLY WITH NFPA 70 ARTICLE 690.64(B)(2) BP5. LIMIT TOTAL VOLTAGE DROP TO LESS THAN 3 016, INCLUDING ALL DC AND AC CIRCUITS (PROVIDE CALCULATIONS FOR WORST CIRCUIT), PREFERRED IS 2% DC AND 1% AC BP6. INSTALLATION OF ALL COMPONENTS COMPLETED IN WORKMANLIKE MANNER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, BP7. USE 90C OR HIGHER WET RATED WIRE FOR ALL EXTERIOR CONDUITS, WITH APPROPRIATE DE- RATINGS FOR TEMPERATURE AND OTHER FACTORS BP8. FUSES AND WIRES BETWEEN TRANSFORMER AND POINT OF INTERCONNECTION SIZED FOR TRANSFORMER IN -RUSH CURRENT (OCCURS DAILY DUE TO NIGHT -TIME DISCONNECT) BP9. ALL DC MATERIALS (FUSES, EQUIPMENT, CONNECTORS, WIRES, ETC.) TO BE UL LISTED FOR 60OVDC BP18. ALL DISCONNECTS AND COMBINERS TO BE SECURED FROM UNAUTHORIZED /UNQUALIFIED PERSONNEL (MAY BE WITH LOCK OR LOCATION) AND ALL SOURCES LOTO BEFORE COMMISSIONING. BP20. ALL EXPOSED CABLES, SUCH AS MODULE LEADS, TO BE SECURED WITH STAINLESS STEEL MECHANICAL OR OTHER BP APPROVED SUNLIGHT RESISTANT MEANS WITH A 25 YEAR LIFE. ENSURE CABLE INSULATION IS NOT DAMAGED BY IMPROPERLY INSTALLED CABLE SECURING DEVICE(S). BP22. ALL FASTENERS TO BE STAINLESS STEEL AND ASSEMBLED TO ISOLATE COPPER CONDUCTORS FROM DIRECT CONTACT WITH ALUMINUM COMPONENTS BP23. STRUCTURES AND SYSTEM LAYOUT MUST ACCOMMODATE EASY ACCESS FOR TROUBLESHOOTING AND MAINTENANCE BP24. WIRE NUTS TO BE SILICONE FILLED, EQUIVALENT TO IDEAL BLUE BP25. CONNECTORS TO BE TORQUED PER DEVICE LISTING AFTER TREATING THREADS WITH ANTIOXIDANT OR ANTI SEIZE, CAMMED OUT SET SCREWS SHALL BE REPLACED. HEX OR SQUARE DRIVE SOCKET HEAD SCREWS ARE RECOMMENDED. BP26. SPLIT BOLTS /SPLICES /CONNECTORS SHALL BE INSULATED WITH APPROVED MEANS. UL LISTED ELECTRICAL TAPE ALONE IS NOT SUITABLE AS THE ONLY INSULATION MEANS. FOLLOW MANUFACTURERS INSTRUCTIONS FOR APPLICATION OF INSULATING PRODUCT. BP27. STRUCTURE FINISH TO BE CONSISTENT WITH 25 YEAR DESIGN LIFE WITH MINIMAL MAINTENANCE. ACCEPTABLE UNI -STRUT FINISHES ARE THOSE COATINGS WITH DEMONSTRATED 25 YEAR LIFE. BP28. ANODIZED ALUMINUM, HOT DIPPED GALVANIZED STEEL, AND STAINLESS STEEL ARE ACCEPTABLE MATERIALS. ALL OTHER FINISHES REQUIRE JUSTIFICATION WITH DETAILS ON MAINTENANCE REQUIREMENT DURING THE 25 YEAR LIFE. BP29. ALL OTHER FINISHES REQUIRE JUSTIFICATION WITH DETAILS ON MAINTENANCE REQUIREMENT DURING THE 25 YEAR LIFE. BP30. ALL FIELD WELDS OR CUT SURFACES REQUIRE FIELD TOUCH -UP TO MAINTAIN FINISH COATING. CUT GALVANIZED /ZINC COVERED SURFACES SHALL BE COATED WITH A COLD ZINC PRODUCT APPLIED IN AN APPROVED MANNER. BP31. ALL WELDING TO BE COMPLETED BY WELDERS CERTIFIED AND CURRENT IN THE TYPE OF WELDING BEING COMPLETED BP32. ALL ELECTRICAL WORK TO BE COMPLETED BY QUALIFIED ELECTRICIANS OR APPRENTICES WORKING UNDER THE DIRECT SUPERVISION OF A QUALIFIED ELECTRICIAN EQUIVALENT IN EXPERIENCE TO A JOURNEYMAN OR MASTER ELECTRICIAN. BP34. STRUCTURE MUST ALLOW FOR UNRESTRICTED AIRFLOW AROUND MODULES AND THE MODULE FRAME NOT BE CLOSER THAN 6" TO GROUND, UNLESS OTHERWISE APPROVED BY BP SOLAR BP35. PULUSPLICE BOXES SHALL BE LISTED FOR PURPOSE AND INSTALLED IN A WORKMANLIKE MANNER. DIRECT BURIAL RATED CONNECTORS SHALL BE USED FOR CONDUCTORS BP36. GROUNDING SYSTEM WILL USE LISTED COMPONENTS INCLUDING GROUND RODS, GROUNDING LUGS /CLAMPS, AND OTHER DEVICES RATED FOR DIRECT BURIAL WHEN EXPOSED TO THE ELEMENTS. BP37. MODULES SHALL BE GROUNDED WITH EQUIPMENT GROUNDING CONDUCTOR USING THE LISTED MEANS AS DESCRIBED IN THE MODULE INSTALLATION INSTRUCTION SHEET OR THE BP SOLAR TECHNICAL SERVICE BULLETIN #3. MECHANICAL CONNECTORS SHALL BE RATED FOR DIRECT BURIAL. BP39. CONCRETE SHALL BE CURED FOR A MINIMUM OF SEVEN (7) DAYS BEFORE LOADING, UNLESS THE RESPONSIBLE CHARGE ENGINEER CERTIFIES LOADING BEFORE INITIAL CURE, OR SPECIFIES A LONGER CURE TIME. BP43. TOP ENTRY CONDUITS WILL BE ROUTED SO WATER BUILDUP DOES NOT FALL ON ELECTRICAUELECTRONIC EQUIPMENT. BP44. ALL CONDUIT ENTRY AND EXITS FROM ENCLOSURES WILL BE SEALED WITH MATERIAL LISTED FOR PURPOSE SUCH AS FIRE STOP OR DUCT SEAL. BP45. FIELD ASSEMBLY OF MC CABLES WILL BE EXECUTED BY CERTIFIED PERSONNEL ACCORDING TO MANUFACTURER'S GUIDELINES. BP47.OTHER NEARBY UTILITY SERVICES WILL BE SECURED BEYOND THE BOUNDARY OF THE MODULES OR SUPPORT STRUCTURE AS REQUIRED BY APPLICABLE CODE(S). A MINIMUM CLEARANCE OF 7.5 CM (3 ") IS REQUIRED WITH APPROVAL OF THE ENGINEER. BP50. CIRCUIT COMBINERS SHALL BE LISTED TO UL1741 AND APPROPRIATE FOR THE INSTALLATION DESIGN AND LOCATION. BP51. COMBINER INSTALLATION SHALL COMPLY WITH THE BP SOLAR COMBINER INSTALLATION TECHNICAL NOTE, CURRENT REVISION. BP52. PER CEC STANDARD COLORS FOR WIRE SHALL BE USED. WHITE FOR THE GROUNDED CONDUCTOR, GREEN FOR EQUIPMENT GROUND, AND ALL OTHER COLORS AS NEEDED FOR PHASING. TAPE IS NOT ACCEPTABLE FOR SMALLER CONDUCTORS, USE COLORED HEAT SHRINK OR OTHER ELECTRICAL MARKING METHOD, BLUE IS SUGGESTED FOR THE DC UNGROUNDED CONDUCTOR, WHITE WITH BLUE STRIPE) FOR THE DC GROUNDED CONDUCTOR; ORANGE, BROWN, YELLOW FOR THREE PHASE FOUR WIRE 480 VAC; GREEN OR GREEN WITH YELLOW STRIPE FOR EQUIPMENT GROUNDING CONDUCTOR. Blue Oak 2010 ARCH D - 36'X24" BP53. FIRE AND ACCESS PATHS SHALL HAVE A CLEARANCE ZONE THAT IS A MINIMUM T WIDE AND IS THE ENTIRE LENGTH OF THE PATH. THIS ZONE SHALL BE FREE OF ALL OBSTRUCTIONS, SUCH AS RACEWAYS AND COMBINER BOXES. OBJECTS CROSSING PATH AT A 90 DEGREE ANGLE, SUCH AS CONDUITS, ARE ALLOWED. BP54. EQUIPMENT RATED TYPE 3R, OR SIMILAR CLASSIFICATION, SHALL NOT BE LOCATED UNDER OR NEAR POTENTIAL WATER SPILLS. BP55. ALL NEW EQUIPMENT, RACEWAYS, OR OTHER SYSTEM COMPONENTS EXPOSED TO VEHICULAR TRAFFIC SHALL BE PROTECT BY BOLLARDS. SEE PLANS OR CONTACT ENGINEER OF RECORD FOR GUIDANCE. BP56. MAINTAIN MINIMUM 1/2" CLEARANCE BETWEEN RACEWAYS, RACEWAYS AND EXISTING PIPES, STRUCTURES AND OTHER OBSTRUCTIONS. BP57. ROUTING, HARDWARE TYPE AND INSTALLATION OF ALL RACEWAY SYSTEMS OAE) SHALL BE REVIEWED AND APPROVED BY BP SOLAR FIELD ENGINEER BEFORE EXECUTION OF TASK. BP58. REFLECTIVE SIGNAGE SHALL BE PLACED ON RACEWAYS, OAE, CROSSING ALL PATHWAYS TO REDUCE TRIP HAZARD. BP59. LISTED EQUIPMENT SHALL NOT BE MODIFIED TO ACCOMMODATE SITE CONDITIONS UNLESS FIELD CERTIFIED BY LISTING AGENCY AND APPROVED BY BP SOLAR WIRE COLOR TABLE DESCRIPTION PHASE/ CODE LETTER PANEL WIRE COLOR INTERNAL) FIELD WIRE COLOR 480V, 30 PHASE A BROWN BROWN PHASE B ORANGE ORANGE PHASE C YELLOW YELLOW 240V OR 208V, 30 PHASE A BLACK BLACK PHASE B RED (ORG. IF HI LEG) RED (ORG. IF HI LEG) PHASE C BLUE BLUE 240/12010 L1 BLACK BLACK L2 RED RED AC NEUTRAL N GRAY WHITE GROUND G GREEN GREEN AC CONTROL N/A RED, YELLOW FOR FOREIGN CIRCUITS VIOLET AC DIGITAL OUTPUT N/A RED, YELLOW FOR FOREIGN CIRCUITS VIOLET 5 VDC POS VIOLET VIOLET 5 VDC NEG WHITE BLACK/WHITE 12 VDC POS PINK PINK/WHITE 12 VDC NEG WHITE BLACK/WHITE 24 VDC POS PINK BLUE 24 VDC NEG WHITE BLUE DC CONTROL N/A BROWN BLUE DC DIGITAL INPUT COMMON BLACK BLUE DC DIGITAL INPUT STATUS gLUEANHITE BLUE TWISTED SHIELDED PAIR 1 -51 4 -20mA PER EQUIP. MANU. SPECIFICATIONS PER EQUIP. MANU. SPECIFICATIONS APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES INC. BY DATE These plans have been reviewed for adherence to theapplicablecodesandordinance. Authorization is reby granted to issue a building permit pendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based onapprovaloftheseplansshallnotbeconstruedto lermit or approve any violation of the applicableodesorordinance. No permit presumed to give Iuthority to violate or cancel the provisions of suchcodesshallbevalid. CONFIDENTIALITY STATEMENT: THIS DRAWING IS THE PROPERTY OF BLUE OAK ENERGY, INC. THIS INFORMATION IS CONFIDENTIAL AND IS TO BE USED ONLY IN CONNECTION WITH WORK DESCRIBED BY BLUE OAK ENERGY, INC. NO PART IS TO BE DISCLOSED TO OTHERS WITHOUT WRITTEN PERMISSION FROM BLUE OAK ENERGY. INC. ELECTRICAL QRoFESS /ONENGINEER: qi4% E 189 A 1 311 Or lgTE OF CAUF a\P DATE: 10/20/10 BLUE ORK Ef1ERGy 4614 Second Street, Davis, CA 95616 - w blueoakenergy.com - Phone'. 530.747 2026 p I 90 New Montgomery St., Suite 1500, San Francisco, CA 94105 Phone: 415 284,1905 I PROJECT SITE: WAL -MART LAKE ELSINORE STORE #2077 31700 GRAPE ST. LAKE ELSINORE, CA 92532 DRAWING: DRAWING NO. SYMBOLS & NOTES G -003 C PLAN CHECK COMMENTS II 10.20.10 JTG B PLAN CHECK COMMENTS 10.04.10 JTG A PERMIT SET 09.09.10 JTG REV. NO. DESCRIPTION DATE BY BLUE ORK Ef1ERGy 4614 Second Street, Davis, CA 95616 - w blueoakenergy.com - Phone'. 530.747 2026 p I 90 New Montgomery St., Suite 1500, San Francisco, CA 94105 Phone: 415 284,1905 I PROJECT SITE: WAL -MART LAKE ELSINORE STORE #2077 31700 GRAPE ST. LAKE ELSINORE, CA 92532 DRAWING: DRAWING NO. SYMBOLS & NOTES G -003 A C C E F G YL J 17 1 I 2 I 3 I 4 I 5 I 6 I 7 GENERAL STRUCTURAL NOTES PROJECT NOTES THESE DRAWINGS SHOW THE DESIGN FOR THE CONNECTION OF A SOLAR PANEL MOUMING SYSTEM TO AN EXISTING ROOF D &E DRILL & EPDXY PERP PERPENDICULAR STRUCTURE. THE DESIGN, FABRICATION, & INSTALLATION OF THE COMPONENTS It SYSTEM BEING CONNECTED ARE THE DBL DOUBLE PL PLATE RESPONSIBILITY OF OTHERS. THE LOADS USED TO DESIGN THE CONNECTIONS TO THE STRUCTURE & THE MINIMUM FREQUENCY DET DETAIL PN PLATE NAIL OF CONNECTING THE COMPONENTS WERE PROVIDED BY UNIRAC. CLAMPIN9 RING CIA DIAMETER PT PRESSURE TREAT INTERACTIVE RESOURCES' PARTICIPATION IN THIS PROJECT IS LIMITED TO STRUCTURAL ENGINEERING SERVICES. DETAILS AND DP DRILLED PIER PV PHOTOVOLTAIC MATERIALS SHOWN IN THESE DOCUMENTS ARE CHOSEN TO SATISFY STRUCTURAL REQUIREMENTS. THE OWNER HAS MADE E) EXISTING PW PLYWOOD DECISIONS REGARDING MATERIALS AND COATINGS FOR DURABILITY AND LONGEVITY OF THE INSTALLATION. THE CHOICE OF MATERIALS FOR DURABILITY AND COATINGS FOR PROTECTION ARE THE RESPONSIBILITY OF THE OWNER. CHANGES IN DETAILS EA EACH PWJ PLYWOOD WEB JOIST AND MATERIALS IN THESE DOCUMENTS SHALL BE APPROVED BY THE OWNER AND REVIEWED BY THE ENGINEER OF RECORD EF EACH FACE REINF REINFORCEMENT FOR STRUCTURAL CHANGES AND APPROVED IN WRITING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL EJ EXPANSION JOINT READ REQUIRED FROM THE ROOFING CONTRACTOR FOR DETAILS CONTACTING THE ROOFING SYSTEM (WATER MANAGEMENT). ELEV ELEVATION SAD SEE ARCHITECTURAL DRAWINGS DESIGN AND CONSTRUCTION OF SOLAR PANEL MOUNTING SYSTEM IS BY UNIRAC CORPORATION EMBED EMBEDMENT SCD SEE CIVIL DRAWINGS i..' ... .'.. i:4iii: @iii ?:iii °. "- iii: °ii::i::iciiii {•i: ?ii:i ?icii::? _ .. :.....'. EN EDGE NAIL SCHED SCHEDULE DATE ES EACH SIDE SIM SIMILAR GENERAL STRUCTURAL NOTES EW EACH WAY SOG SLAB -ON -GRADE EXP EXPANSION SQ SQUARE CONFORM TO THE FOLLOWING, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED. ITEMS EXT EXTERIOR Si STAINLESS STEEL WITH CHECK BOXES APPLY IF CHECKED. FDN FOUNDATION SYM SYMMETRICAL SEbE & FF FINISHED FLOOR T &B TOP AND BOTTOM 00701 TYPICAL OM011ON4 FL FULL LENGTH T &G TONGUE & GROOVE TYPICAL DETAILS APPLY TO ALL CONSTRUCTION EXCEPT WHERE SHOWN DIFFERENTLY ELSEWHERE. FLG FLANGE TB TIE BEAM 00702 SPECFICATKXS: FN FIELD NAIL TBD TO BE DETERMINED THE SPECIFICATIONS SHALL GOVERN WHERE INFORMATION IS NOT GIVEN IN THESE GENERAL STRUCTURAL NOTES OR ON THE FOC FACE OF CONCRETE TDS TECHNICAL DATA SHEET DRAWINGS. WHERE REFERENCE IS MADE TO STANDARD SPECIFICATIONS, THE LATEST ADOPTED REVISIONS SHALL BE USED. FOS FACE OF STUD TO TOP OF FP FULL PENETRATION (WELD) TOC TOP OF CONCRETE FS FAR SIDE TOS TOP OF STEEL OOM SNaIAIEfri IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE DRAWINGS OR SPECIFICATIONS, THEIR CONSTRUCTION FTG FOOTING TOT TOTAL SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR. DETAILS NOT SHOWN GALV GALVANIZED TYP TYPICAL BUT NECESSARY FOR THE COMPLETION OF THE WORK SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. GB GRADE BEAM UON UNLESS OTHERWISE NOTED GI GALVANIZED IRON VERT VERTICAL GLB GLUE - LAMINATED BEAM VIF VERIFY IN FIELD 00704 EQUPIEHT SUPPORTS: PROVIDE MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES AND REVEALS AS GSN GENERAL STRUCTURAL NOTES W/ WITH REQUIRED. AT CONCRETE, PROVIDE THESE ITEMS PRIOR TO CASTING CONCRETE. GWB GYPSUM WALLBOARD W/I WITHIN HD(A) HOLD -DOWN W/0 WITHOUT 00705 DOM CONDI110NS: HDR HEADER WP WORKING POINT CONTRACTOR SHALL INSPECT ALL EXISTING CONDITIONS WHICH AFFECT THE WORK SHOWN AND SHALL NOTIFY ENGINEER OF SIZE OF REINFORCING BAR ANY EXISTING CONDITIONS WHICH CONFLICT WITH OR DIFFER FROM THE NEW WORK SHOWN. CONTRACTOR SHALL NOT AT (SPACING) PROCEED WITH THE WORK UNTIL THESE CONFLICTS AND /OR DIFFERENCES ARE RESOLVED. X 03000 CONCRETE 00706 SUBMITTALS 03200 CONCRETE REINFORCEMENT: ITEMS SUBMITTED FOR REVIEW SHALL HAVE CONTRACTOR'S APPROVAL AND DATE INDICATED ON EACH COPY. SUBMIT TWO SCREWS COPIES IN ADDITION TO COPIES DESIRED TO BE RETURNED TO CONTRACTOR. REINFORCING BARS: ALL BARS - - - - - - - - - - - - - - - - - - - ASTM A615, GRADE 40 MIN. 00707 BRACING AND SHORING: THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR THE CONDUCT OF THE WORK, INCLUDING ALL CONSTRUCTION METHODS AND PROCEDURES; SITE SAFETY; AND METHODS, DESIGN, AND MATERIALS FOR MINIMUM COMPRESSIVE STRENGTH, F'c, AT 28 DAYS: - - - - - - - - - - - - - - -2500 PSI TEMPORARY VERTICAL AND LATERAL SUPPORT OF EXISTING AND NEW STRUCTURES. ENGINEER'S SITE MAXIMUM SLUMP- - - - - - - - - - - - - - - - - - - - - - - 4 IN OBSERVATION VISITS SHALL NOT BE INTERPRETED AS A REVIEW OF CONTRACTOR'S SAFETY MEASURES. 01001 CODE: 03251 ADHEMS ANCHOR BOLTS: SEISMIC DESIGN - 2007 CBC HIT HY -150 ADHESIVE SYSTEM AS SUPPLIED HHIL INC.,- SPECIAL INSPECTION REQUIRED - NAND LOADS - SEI ASCE 7 -05, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ITALLANCHORSSHALLBETESTEDINACCORDANCEWITH HILTI ER -5193ALL 01002 DESIGN LOADS: SIMPSON SET EPDXY AS MANUFACTURED BY SIMPSON STRONG -TIE. DEAD LOADS: ACTUAL IN -PLACE WEIGHTS OF MATERIALS SHOWN ON THE COVERT OPERATIONS, CIA -GEL 7000 BY COVERT OPERATIONS, LONG BEACH, CA CONSTRUCTION DOCUMENTS. INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. LIVE LOADS (REDUCED PER CBC): 03252 POWDER- DRIVEN FASTENERS: ROOF LIVE LOAD AS MANUFACTURED BY COMPANY CHECKED BELOW, INSTALLED IN ACCORDANCE Will THE MANUFACTURER'S WRITTEN SOLAR PANELS (SKYLIGHT) - - - - - - - - - - - - - - - - - - 10 PSF INSTRUCTIONS. FLAT ------------------- -- - - - -20 PSF XHILTI, INC. TULSA OK WIND LOADS: EXPOSURE -------------------- - - - - -B BASIC WIND SPEED ------------ - - - - -- 85 MPH 03302 CURING: IW - - - - - - - - - - - - - - - - - - - - - - --- - 1.00 CONCRETE SURFACES EXPOSED TO THE ATMOSPHERE WITHIN 7 DAYS OF PLACEMENT SHALL BE PROTECTED AND CURED AS w NECESSARY UNTIL SPECIFIED DESIGN STRENGTH HAS BEEN ACHIEVED. EARTHQUAKE LOADS: SOIL SITE CLASS = - - - - - - - - - - - - - - - - D BUILDING CATEGORY = - - - - - - - - - - - - - - - - 11 Ss------------------ - - - - -- 1.518 0 0 0 S1 ------------------ - - - - -- 0.600 ICI— - - - - - - - - - - - - - - - - - - - - - - 1.0 RP------------------ - - - - -- 2.5 SEISMIC DESIGN CATEGORY - - - - - - - - - - - - - - - - - D FOR ALLOWABLE STRESS DESIGN: 6. Fp = ------------------ - - - - -- 0.340 Wp 40 my) BEYOND 01040 COGRDMA"i COORDINATE PHOTOVOLTAIC AND STRUCTURAL REQUIREMENTS. NOTIFY THE STRUCTURAL ENGINEER AND BRACKET iROUND CONC MANUFACTURER OF ANY CONFLICTS AND DO NOT PROCEED WITH THE WORK UNTIL CONFLICTS ARE RESOLVED. AT TOP 01088 SiRUC111RAL OBSD'tVAlION THE STRUCTURAL ENGINEER OF RECORD SHALL PERFORM STRUCTURAL OBSERVATIONS AS DEFINED IN UBC SECTION 1702. OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER, SPECIAL INSPECTOR, CONTRACTOR AND THE I I 3" WIDE REDBUILDINGOFFICIAL. THE ENGINEER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS 2 HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE ENGINEER'S KNOWLEDGE, I I REFLECTOR TAPE HAVE NOT BEEN RESOLVED. 3 -O,r 01068 PRffABRICAND CMETRUC10 I I GALV. PIPE 4" 0 STD, APPROVAL PROCESS AND INSPECTION PROCEDURES SHALL COMPLY WITH CBC SECTION 1704. I FILLED W/ CONC 01071 ABBREVIATIONS AND SYMBOLS: 1 2" I E) FIN. GRADE AB ANCHOR BOLT HORIZ HORIZONTAL I I ALT ALTERNATE HSB HIGH STRENGTH BOLT r ~ ARCH ARCHITECT(URAL) INFO INFORMATION 7 ° 1 I ' BLDG BUILDING INT INTERIOR I ' BLKG BLOCKING JH JOIST HANGER BM BEAM JT JOINT I a BN BOUNDARY NAIL L ANGLE I I BOT BOTTOM MAX MAXIMUM 3' -O" I I BUR BUILT -UP ROOFING MB MACHINE BOLT I I NOTE: SEE ELECTRICAL CBC CALIFORNIA BUILDING CODE MNFR MANUFACTURER I I 4.. FOR LOCATION CC CENTER -TO- CENTER MIN MINIMUM CJ CONSTRUCTION JOINT (N) NEW g CL CENTERLINE MSDS MATERIAL SAFETY DATA SHEET H CUR CLEAR ML MICROLLAM (LVL) CMU CONCRETE MASONRY UNIT N/A NOT APPLICABLE COL COLUMN No. NUMBER CONC CONCRETE NS NEAR SIDE 2WW CONN CONNECTION NTS NOT TO SCALE Q CONIC CONT CONTINUOUS OC ON CENTER FTG CID COMPLETE PENETRATION (WELD) OPP OPPOSITE d PENNY (NAIL SIZE) PARA PARALLEL TYPIC AL BOLLARD DETAIL 9 " SCALE: : 3/4 =1' -0" \ Blue Oak Energy 2009 ARCH D - 36'1 1 2 3 4 5 6 7 0 E) FIN GRADE 9 10 11 12 13 14 INVERTER PAD SECTION SCALE: 3/4 " =1' -0" INVERTER BY OTHERS WT. = 4800# ALTERNATE TO CAST -IN -PLACE CONC PAD: 1. PROVIDE MINIMUM 6" PRECAST CONC PAD. 2. REINFORCING SHALL BE AS REQUIRED BY PRECAST MANUF., BUT NOT LESS THAN SHOWN ON DETAIL 5/- 3. PROVIDE RECESSED LIFTING LUGS AS REQUIRED - PROVIDE SUPPLEMENTAL REINF. AS REQ'D FOR LIFTING. 4. PROVIDE THREADED INSERTS FOR ANCHORAGE OF EQUIP. COORD. LOCATION WITH EQUIP. FURNISHED. PRECAST PAD SHALL BE PLACED ON LEVEL GROUND - RECESS SHALL BE BETWEEN 4" MAX. AND 0" (AT EXISTING FINISHED GRADE) N) CONIC PAD UUU UUUU UUUU UUUUUUUUUUU D ! aD to- d\dstals \Invent paddy 8" 8" DD . D ° itoo D i 0 e D D e p .._ e _.( D ° --- D 6 '.!- i —,. CID ° e .r ;, 11 nI1 o e p e D D 8 p INVERTER CABINET BY , OTHERS a sp q I p D a ! e b . ).. DI" ° :. IeA p L e 1eP` D D ' s 3 16 00 = D ° i D D B D e e INVERTER PAD PLAN SCALE: 3/4 " =1' -0" OF FASTFOOT EQUIP. ANCHOR BOLT HILTI KBTZ (ESR 1917) 1/2"0 X 3 1/4" MIN. EMBED W/ NUT & FLAT WASHER. TYP-6 SEE NOTE (D CONCRETE PAD W/ # 5 ® 14" O.C. E.W. SEE NOTE O NOTES: O COORDINATE BOLT LOCATION WITHEQUIPMENTFURNISHED - SPECIAL INSPECTION REQUIRED O COORDINATE SIZE OF CONCRETEPADWITHEQUIPMENTFURNISHED. wt000d \dNals \Mvmter paddy 1 + 1" To b' (25 to 150 mm) ROOF FLASHING SEE 3/S -100 ADD BOLLARD DETAIL 10 -01 PW 2 NOTE 2 10 -21 R GUTS -- OFFMASTIC E) CARLISLE ROOF - STAINLESS STEEL SURE-Iiii PRE - MOLDED OVER ROOF I CLAMPIN9 RING PIPE PLA5HIN9 INSULATION WHERE I REMOVE (E) ROOF INSULATION INCLUDED tai CARLISLE FASTENER OCCURS. VIF AND REPLACE AS REQUIRED ANDNOTES 4 it ) PLATE a < 5) TO INSTALL FASTFOOTi ACCEPTABLE M!M'1Ri.N! INSULATION HOT AIR HUI-D i..' ... .'.. i:4iii: @iii ?:iii °. "- iii: °ii::i::iciiii {•i: ?ii:i ?icii::? _ .. :.....'. DESCRIPTION DATE NOTE 6) MIN. 1-I421 5tA2E -WG.D VIArii,' RESARDLess of PIPE J 4, INSTALL 3 PASTIRS AND PL.ATE9 AROUND PIPE E&AALJ-Y SPACED, I ' ME IBBRRAAI FASTENMA MAY ALSO DE POSITIONED a IIVIII AF ,iiOVtU FOR PERMIT ISSUANCE. SCOTT FAZEKAS & ASSOCIATES INC. B HY - DATE l hese plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by all applicable City agencies. The issuance or granting of a permit based on approval of these plans shall not be construed to oermit or approve any violation of the applicable odes or ordinance. No permit presumed to give authorit to violate or cancel C COTS shal -4, N 'tERnCTIVE 10 E F cc] R E S 0 U R C E S ARCHITECTURE " PLANNING *ENGINEERING 117 PARK PLACE POINT RICHMOND CALIFORNIA 94801 510) 236 -7435 FAX) 232 -5325 http//www.intres.com IR JOB NO. 2009 - 015. 25 DATE: 09.27.2010 DWN: MTT CKD: PW CONFIDENTIALITY STATEMENT: THIS DRAWING IS THE PROPERTY OF BLUE OAK ENERGY, INC. THIS INFORMATION IS CONFIDENTIAL AND IS TO BE USED ONLY IN CONNECTION WITH WORK DESCRIBED BY BLUE OAK ENERGY, INC. NO PART IS TO BE DISCLOSED TO OTHERS WITHOUT WRITTEN PERMISSION FROM BLUE OAK ENERGY, INC. A i STRUCTURAL QRpFESSI ENGINEER: Z I PAUL M. WESTERMANN A N0. S 003097 REN. 9 -30 -11 t tP STRUCTURAL P 9 OF CAT - \F DATE: 09.27.10 1 ADD BOLLARD DETAIL 10 -01 PW 2 BUILDING DEPARTMENT COMMENTS 10 -21 PW I. REMOVE ALL LEAD AND OTHER FLASHING. 5 1 /2" z. TEAIP2RATURE OF PIPE MUST NOT 1421 I 111 tai EXCEED 120' F (44" G)• SrLIG M!M'1Ri.N! EQUAL EQUAL e REV. NO. DESCRIPTION DATE BY 4614 Second Street, Davis, CA 95618 - wvnv.blueoakenergy.com - Phone: 530.747.2026 O ° E) ROOF PLYWOOD NOTES: ARRAY NOT SHOWN FOR CLARITY ° ° ° " ° ai " ; 1 j1. 2 ROOF FLASHING BY OTHERS NOT V 1 b 4- J K 0It , 1% ONE HARBOR CENTER SUITE 190 SUISUN CITY, CA 94585 Phone: 707.438.0533 PROJECT SITE: PHOTOVOLTAIC ARRAY ANCHORAGE AT WALMART LAKE ELSINORE STORE #1826 31700 GRAPE STREET LAKE ELSINORE, CA 92530 DRAWING: STRUCTURAL NOTES & DETAILS DRAWING NO. siiiiiiiiii 00 E) FRAMING SHOWN NDTES' I. REMOVE ALL LEAD AND OTHER FLASHING. 5 1 /2" z. TEAIP2RATURE OF PIPE MUST NOT 1421 I 111 tai EXCEED 120' F (44" G)• SrLIG M!M'1Ri.N! EQUAL EQUAL e 9, PIPE SEAL. MUST NAVE INTACT RIB AT i 2" STAND OFF VIArii,' RESARDLess of PIPE J 4, INSTALL 3 PASTIRS AND PL.ATE9 AROUND PIPE E&AALJ-Y SPACED, FASTENMA MAY ALSO DE POSITIONED a 8- #14 X 1.5 OR #14 X 2" MAXIMUM 12" (SOD mm) FROM PIPE, AND0FASTENED121ONDENIER PLASHED BEALAW0FWOODSCREWSWITH9URE-WELD REINFORCED MEMBRANE. MIN. 1 -In^ Fair Allt INTO FASTEHERS/PLATES ARE HOT REWIRED 1HA -VEip r,ApmIRq KATM D 1 8" STEEL BASE PLATE ON Ao SYSTEMS - PIPE PIA1°ETER 990eODS ID" MOO mri PIPE MOTE 4) J CY 0 S. IF PLATES CANNOT BE INSTALLED AS 9NOYM "i CAN BE POSITIONED OUTSIDE THE PIPE FLASHING w LAN VIEW SHOWN ON DETAIL PIPE000 6. FL SH AT 8PIPEFLASHINGDECKFLANGEMUSTEE HOT AIR NELDt57 A MINIMUM OP I -I/2" 40 my) BEYOND FAST!NING PLATES. 2 2 INSTALL A SECTION OF SURE -VELD REINFORCED MEMBRANE OVER SPLICE INTERSECTIONS PRIOR TO INSTALLING PR6MOLDED PIPE FLASHING. ASTFOOT CONNECTION TO ROOF - SECTION DETAIL FLASHING DETAIL 6 ad\ CALE: 3 " =1 -0" SCALE: NTS Carlise SynTec Inc- Sure -Weld Roofing System 8 9 10 11 12 13 14 J K 0It , 1% ONE HARBOR CENTER SUITE 190 SUISUN CITY, CA 94585 Phone: 707.438.0533 PROJECT SITE: PHOTOVOLTAIC ARRAY ANCHORAGE AT WALMART LAKE ELSINORE STORE #1826 31700 GRAPE STREET LAKE ELSINORE, CA 92530 DRAWING: STRUCTURAL NOTES & DETAILS DRAWING NO. siiiiiiiiii 00 C I, E 8 7 6 5 4 SEE SHEET 400. SEE SHEET 200. SEE SHEET 500. 3 I 2 I 1 SEE SHEET 300. REVISIONS REV. DESCRIPTION DATE APPROVED A ORIGINAL RELEASE 09/08/10 JH GENERAL NOTES: MODULE MODEL: ABOUND ABl -70 MODULE SIZE: 47.24 "x23.62 "x0.32" MODULE WEIGHT: 26.5 LBS TILT ANGLE: 20 DEGREES BUILDING HEIGHT: 22 FT D BASIC WIND SPEED: 85 MPH T IS_ 1 FOF2 PERMIT IS WIND EXPOSURE CATEGORY: B SCOTT FAZEKAS & ASSOCIATES INC. WIND IMPORTANCE FACTOR: 1.0 BY- _ DATE __..__ SEISMIC: Sds: 1.012 (SITE CLASS D) These plans have been reviewed for adherence to the Shc: 0.06 (SITE CLASS D) applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by all applicable City agencies. RACKING DEAD LOAD (MODULES): 3.4 PSF (FOR ALL SUB — ARRAYS) The issuance or granting of a permit based on LEGEND: approval of these plans shall not be construed to permit or approve any violation of the applicable odes or ordinance. No permit presumed to give NON— ADHERED C —PORT C510 SUPPORT: 250 LBS MAXIMUMutREAQT 0%latetor cancel the provisions of such codes shall be valid. O = FAST —FOOT ATTACHMENT WIND DAM NOTES: 1. THE LICENSED BUILDING ENGINEER SHALL VALIDATE AND APPROVE THE SUPPORT LOCATIONS. 2. WIND LOADS ARE BASED ON THE 2006 INTERNATIONAL BUILDING CODE AND UNIRAC ENGINEERING REPORT UER -028, INCLUDING APPROPRIATE WIND TUNNEL CORRELATION FACTORS. 3. CONTRACTOR IS RESPONSIBLE FOR REVIEWING EXISTING ROOF SLOPES, RIDGES, VALLEYS, ETC. ANY FIELD HEIGHT ADJUSTMENT MUST BE COORDINATED BY THE CONTRACTOR AND ALL SOLUTIONS MUST BE APPROVED BY THE LICENSED ENGINEER OF RECORD. 4. ALL NORTH -SOUTH BEAMS ARE 3" ISYS MEMBERS. 5. ALL EAST -WEST RAILS ARE 3" SINGLE CHANNELS. 6. COORDINATE WITH PLANS FOR ALL SUPPORTS AND WIND DAM LOCATIONS. 7. SEE DETAIL SHEET FOR RACKING SYSTEM REQUIREMENTS. 8. THE LICENSED BUILDING ENGINEER SHALL VALIDATE AND APPROVE THE EXISTING ROOF SHEATHING AND FRAMING FOR REACTIONS SHOWN IN THE CALCULATIONS. r SEP 0 8 2010 LMART SUB -ARRAY PLAN nrrnvrc RELEASE[ 8 6 5 4 3 2 GENERAL NOTES THESE DRAWINGS ARE PROVIDED AS AN AID TO ASSIST THE OWNER OR INSTALLER WITH PLANNING THE INSTALLATION OF THE UNIRAC INC. MOUNTING SYSTEM. THE DRAWINGS HAVE BEEN INCORPORATED BY REFERENCE INTO THE ESTIMATE OR PROPOSAL PROVIDED BY UNIRAC INC. FOR THE MOUNTING SYSTEM. NO WARRANTY IS EXPRESSED OR IMPLIED REGARDING EXISTING DIMENSIONS, EXISTING ROOF CONFLICTS, QUALITY OF EXISTING ROOFING MATERIALS, OR SUITABILITY FOR USE. THE EXISTING STRUCTURE MUST BE EVALUATED BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE WITH THE LOCAL JURISDICTION AND BUILDING CODE. THIS INCLUDES EVALUATION OF THE ROOF STRUCTURE FOR THE LOADS APPLIED BY THE RACKING SYSTEM, AS WELL AS ALL ASSOCIATED WIND, SEISMIC, SNOW, AND ICE LOADS THAT MAY IMPACT THE BASE STRUCT UNIRAC INC. ASSUMES NO LIABILITY FOR THE ABILITY OF THE EXISTING STRUCTURE TO WITHSTAND ANY APPLIED LOADS. CONSULT WITH AN ARCHITECT OR SAFETY r q;? PROFESSIONAL REGARDING THE IMPACT OF THE PROPOSED ARRAY ON EGRESS PATHS AND SAFETY CLEARANCES. UNIRAC INC. ASSUMES NO LIABILITY FOR COMPLIANCE WITH BUILDING CODE OR OSHA REQUIRMENTS FOR FALL PROTECTION, TI FIRE SAFETY, OR EGRESS. A ALL INFORMATION PROVIDED HEREIN IS confidential AND PROPRIETARYt AND IS THE SOLE PROPERTY OF UNIRAC. REPRODUCTION OR DISTRIBUTION WITHOUT WRITTEN PERMISSION IS FORBIDDEN AND WILL CONSTITUTE COPYRIGHT INFRINGEMENT UNDER U.S. LAW. UNLESS OTHERWISE SPECFIM ppppp M ® 1411 BRQADWAY BLVD HE ODIAENSIONS AND APPLY PI t10RMT7 FIN 00 U V LN PHONE 505.242.6411 50NM 8 102 USA T 6' HfrP://WWW.UNIRAC.lx1M o taao 0000A°" '`.01 WALMARToHECaws:.,a t.o, 3.H%IS DJD MATERIAL: 31700 GRAPE STREET 08/10 LAKE ELSINORE, CA 92530 JH DRAWING NO.: 08/10 FINISH: 2010 -1042b -100 JA 63 SHT: I SCALE: X SHEEP: 1 OF % 1 C C rw 8 7 6 5 4 3 2 1 1 REVISIONS REV. DESCRIPTION DATE APPROVED A ORIGINAL RELEASE 09/08/10 JH D LEGEND: D NON— ADHERED C —PORT C510 SUPPORT: 250 LBS MAXIMUM REACTION APPROVED I` OR PERMIT ISSUANCEO = FAST —FOOT ATTACHMENT SCOTT FALEKAS &ASSOCIATES INC. DATEY — WIND DAM h_.:e plans have been reviewed for adherence to the plicable codes and ordinance. Authorization is In Is of - ' 24' —'> eby granted to issue a building permit pending proval by all applicable City agencies. I-M - - - -- — - Tr 11e issuance or granting of a permit based on oproval of these plans shall not be construed to p amit or approve any violation of the applicable des or ordinance. No permit presumed to give r cancel the provisions o suc 0 6 D q q 6 I3 2' -104" TYP. BETWEEN SUB— ARRAYS a qk 13 6U-1 11-11 ms °b w" ° 6 6 C 1 -- C k: 0 6 IN Rii, RIN IN in in I GENERAL NOTES THESE DRAWINGS ARE PROVIDED AS AN AID TO ASSIST THE OWNER OR INSTALLER WITH PLANNING THE INSTALLATION OF THE UNIRAC INC. MOUNTING SYSTEM. THE DRAWINGS HAVE BEEN INCORPORATED BY 30' -11 REFERENCE INTO THE ESTIMATE OR PROPOSAL PROVIDED BY UNIRAC INC. FOR THE MOUNTING SYSTEM. NO 24 —1 16' 11j" WARRANTY IS EXPRESSED OR IMPLIED REGARDING EXISTING DIMENSIONS, EXISTING ROOF CONFLICTS, QUALITY OF EXISTING ROOFING MATERIALS, OR SUITABILITY FOR B USE. Tr =Ir THE EXISTING STRUCTURE MUST BE EVALUATED BY A LICENSED PROFESSIONAL 4.. Ftr ENGINEER IN ACCORDANCE WITH THE LOCAL Nj ..J t I I JURISDICTION AND BUILDING CODE. THISTI INCLUDES EVALUATION OF THE ROOF STRUCTURE FOR THE LOADS APPLIED BY k4' -1 " TYP. ATE DS THE RACKING SYSTEM, AS WELL AS ALL OF DIFFERENT SUB— DRAYS ASSOCIATED WIND, SEISMIC, SNOW, AND ICE LOADS THAT MAY IMPACT THE BASE STRUCTURE UNIRAC INC. ASSUMES NO LIABILITY FOR THE ABILITY OF THE EXISTING STRUCTUREEDTOWITHSTANDANYAPPLIEDLOADS. j CONSULT WITH AN ARCHITECT OR SAFETY NOTE: PROFESSIONAL REGARDING THE IMPACT ALL C -PORT BLOCKS OF THE PROPOSED ARRAY ON EGRESS AND FAST FEET SHALL PATHS AND SAFETY CLEARANCES. UNIRAC BE EVENLY SPACED INC. ASSUMES NO LIABILITY FOR ALONG NORTH -SOUTH y LREQUIRMENTS UFORNFALLOPROTECTION, c F OSHABEAM, TYPICAL. Z4° k oF.' gR F c, z FIRE SAFETY, OR EGRESS. A Na.54644 m A All INFORMATION PROVIDED HEREIN IS confidential AND PROPRIETARY Xp. 6 -30 -12 AND IS THE SOLE PROPERTY OF UNIRAC. REPRODUCTION OR DISTRIBUTION WITHOUT WRITTEN PERMISSION IS FORBIDDEN AND WILL gsTRUCTUF PQ\ PI CONSTITUTE COPYRIGHT INFRINGEMENT UNDER U.S. LAW. UNLESS OTHERWISE SPECl OF t ®1411 BROADWAY BLVD NE AND APPLY PIOON 10 i1N611 aGR II II I It I %A %/a ALBUQUERQUE, NM 87102 USA lCi PHONE 505.242.8411 T s F TP: //WWW.UMRAC.COM 1nACIONS:./. :1 /le TITLE: AREA A SUB ARRAY PLAN SEP 0 8 2010 e * WALMART DRAWN: DJD MATERL4L: 31700 GRAPE STREET 09/08/10 LAKE ELSINORE, CA 92530 APPROVED: JH DRAWING NO.: 09/08/10 FINISH: 2010 -1042b -200 A RELEASED: 63 SHT: SCALE: X SHEET: 2 OF 7 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 REVISIONS REV• DESCRIPTION DATE JAPPROVED A ORIGINAL RELEASE 09/08/10 JH D IN IN in LEGEND: D is I IN NON— ADHERED C —PORT C510 SUPPORT: 250 LBS MAXIMUM REACTION FAST —FOOT ATTACHMENT APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES INC. No o WIND DAM 3Y -- - -. - -_DATE _. - - -- These plans have been reviewed for adherence to the 1pplicable codes and ordinance. Authorization ist1.'Tq I iereby granted to issue a building permit pending approval by all applicable City agencies. TN f h(, issuance or granting of a permit based on No approval of these plans shall not be construed to a a armit or approve any violation of the applicable odes or ordinance. No permit presumed to give to or cancel the provisions o such s ahall b . -slid. 13 13 13 E o a 0 r=ITUMT MMI a . d 0 IN IN IN Tmm= ED C I FTTM IN a 3x Jpi ! k 5,d . t.:: No No a n ATE, BUILDING KEY ir:r—J GENERAL NOTES THESE DRAWINGS ARE PROVIDED AS AN AID TO ASSIST THE OWNER OR INSTALLER WITH PLANNING THE INSTALLATION OF THE IN No No IN UNIRAC INC. MOUNTING SYSTEM. THE DRAWINGS HAVE BEEN INCORPORATED BY T No REFERENCE INTO THE ESTIMATE OR PROPOSAL PROVIDED BY UNIRAC INC. FOR THE MOUNTING SYSTEM. NO WARRANTY IS EXPRESSED OR IMPLIED REGARDING EXISTING DIMENSIONS, EXISTING IN No IN No IN No No I IN No ROOF CONFLICTS, QUALITY OF EXISTING ROOFING MATERIALS, OR SUITABILITY FOR USE. 0 No In 11 go so girl THE EXISTING STRUCTURE MUST BENoNo No 42LI 1 EVALUATED BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE WITH THE LOCAL JURISDICTION AND BUILDING CODE. THIS INCLUDES EVALUATION OF THE ROOF 32'-9" - STRUCTURE FOR THE LOADS APPLIED BY THE RACKING SYSTEM, AS WELL AS ALL A SOCIATED WIND, SEISMIC, SNOW, AND ICE LOADS THAT MAY IMPACT THE BASE STRUCTURE UNIRAC INC. ASSUMES NO LIABILITY FOR THE ABILITY OF THE EXISTING STRUCTURE In TO WITHSTAND ANY APPLIED LOADS. CONSULT WITH AN ARCHITECT OR SAFETY NOTE' PROFESSIONAL REGARDING THE IMPACT ALL C -PORT BLOCKS OF THE PROPOSED ARRAY ON EGRESS AND FAST FEET SHAL PATHS AND SAFETY CLEARANCES. UNIRAC 4 -" TAP. ATErk-0F BE EVENLY SPACED INC. ASSUMES NO LIABILITY FOR DIFFERENT SUB —ARRAY ALONG NORTH -SOLIT Q\ -'' S` i j _ COMPLIANCE WITH BUILDING CODE OR BEAM, TYPICAL. A F' 2 OSHA REQUIRMENTS FOR FALL PROTECTION, AI S4644 m FIRE SAFELY OR EGRESS. p 6-30-112 ) ALL INFORMATION PROVIDED HEREIN IS confidential AND PROPRIETARY AND IS THE SOLE PROPERTY OF UNIRAC. REPRODUCTION CT0_1 OR DISTRIBUTION WITHOUT WRITTEN PERMISSION IS FORBIDDEN AND WILL h' CONSTITUTE COPYRIGHT INFRINGEMENT UNDER U.S. LAW. nFCAUF UNLESS 001NIMIONS ARE IN INCHES 7 ® 1411 BROADWAY BLVD NE AND AppLY p 10 8§g II I [N [R /C ALB ERWE. NM 87102 USA SEP 0 B 2010 V ('(i - l i6 ' PHONE 505.242.6411 HTrP: / /WWW.UNIRAC.WM AREA B SUB -ARRAY PLAN 0eo, /t6 VUALMART DRAWN: DJD MATERIAL: 31700 GRAPE STREET 09/08/10 LAKE ELSINORE, CA 92530 APPROVED: JH 09/08/10 DRAWING NO.: FINISH: 2010-1042b-3001A RELEASED: 63 / SHT- SCALE: SHEET: X 3 OF % 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 REVISIONS REV. DESCRIPTION DATE APPROVED A ORIGINAL RELEASE 09/08/10 JH D LEGEND: D NON— ADHERED C —PORT C510 SUPPORT: 250 LBS MAXIMUM REACTION APPROVED FOR PERMIT ISSUANCE O = FAST —FOOT ATTACHMENT SCOTT AZEKAS & ASSOC ATES INC. aYIn DATE WIND DAM These plans have been reviewed for adherence to0 ierebY granted to Issue a ina c n Authorization e s zpproval by all applicable City agen ieperrnit pendi s. g he issuance or granting of a permit based onpprovaloftheseplansshallnotbeconstruedtarmitorapproveanyviolationoftheapplicabldescrordinance. No permit presumed to givorittvie 35 Y o plat or cancel the provisions of sucttrtf30 _ g r':, valid. 5 n+ 15'— " Me so n 4t a 6 oil It± BUILDING KEY GENERAL NOTES THESE DRAWINGS ARE PROVIDED AS AN AID TO ASSIST THE OWNER OR INSTALLER WITH PLANNING THE INSTALLATION OF THE UNIRAC INC. MOUNTING SYSTEM. THE 2' -104" TYP. BETWEEN DRAWINGS HAVE BEEN INCORPORATED BY SUB — ARRAYS REFERENCE INTO THE ESTIMATE OR In PROPOSAL PROVIDED BY UNIRAC INC. FOR THE MOUNTING SYSTEM. NO WARRANTY IS EXPRESSED OR IMPLIED III as am 1. 41 as as IN REGARDING EXISTING DIMENSIONS, EXISTING ROOF CONFLICTS, QUALITY OF EXISTING Al ROOFING MATERIALS, OR SUITABILITY FOR B 25' -6' — USE. is- THE EXISTING STRUCTURE MUST BE EVALUATED BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE WITH THE LOCAL JURISDICTION AND BUILDING CODE. THIS INCLUDES EVALUATION OF THE ROOF STRUCTURE FOR THE LOADS APPLIED BY THE RACKING SYSTEM, AS WELL AS ALL ASSOCIATED WIND, SEISMIC, SNOW, AND ICE LOADS THAT MAY IMPACT THE BASE STRUCTURE UNIRAC INC. ASSUMES NO LIABILITY FOR THE ABILITY OF THE EXISTING STRUCTURE TO WITHSTAND ANY APPLIED LOADS. CONSULT WITH AN ARCHITECT OR SAFETY NOTE: PROFESSIONAL REGARDING THE IMPACT ALL C —PORT BLOCKS OF THE PROPOSED ARRAY ON EGRESS AND FAST FEET SHALL PATHS AND SAFETY CLEARANCES. UNIRAC BE EVENLY SPACED INC. ASSUMES NO LIABILITY FOR RoF' —Sly COMPLIANCE WITH BUILDING CODE ORALONGNORTH —BOUT cq% >, Al- BEAM, TYPICAL. \ OSHA REQUIRMENTS FOR FALL PROTECTION, MULT rJ FIRE SAFETY, OR EGRESS. No. S4644 „r A 4'- 11I Exp, 6 -30 -12 A° ALL INFORMATION PROVIDED HEREIN IS confidential AND PROPRIETARY 1 TYP. AND IS THE SOLE PROPERTY OF UNIRAC. REPRODUCTION ORATENDS \ 7 DISTRIBUTION WITHOUT WRITTEN PERMISSION IS FORBIDDEN AND WILLlP OF DIFFERENT SUB — ARRAYS q TRUCT F`02 CONSTITUTE COPYRIGHT INFRINGEMENT UNDER U.S. LAW. OF C,' UNLESS OTHERWISE SPECFEM. ®1411 BROADWAY BLVD HE PRIOR M nNIS .,' i ti Ii t It I i /A %( ALBUQUERQUE, NM 87102 USA v TOLERANCES . - l i PHONE: 505.242.6411 HTf P: / /WWW.UNIRAC.CDM SEP Q B 20111 ° X,. *1,1s WILE: WALMART00ECNAA3A1o, AREA CSUB -ARRAY PLAN x°.006 DRAWN: DJD MATERIAL: 31700 GRAPE STREET 09/08/10 LAKE ELSINORE, CA 92530 APPROVED: JH DRAWING NO.: 09/08/10 FINISH: 2010-1042b-4001A RELEASED: 63 / BHT: SCALE: X SHEET: 4 OF 7 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 REVISIONS REV. DESCRIPTION DATE APPROVED D LEGEND: D APPROVED NON- ADHERED C -PORT C510 SUPPORT: 250 LEIS MAXIMUM REACTION FOR PERMIT ISSUANCE SCOJT FAZEKAS & ASSOCIATES INC. O Y - -- FAST —FOOT ATTACHMENT -DATE.,- Tl•eso plans have been reviewed for adherence to thejpplicable I- Codes and ordinance. Authorization isWINDDAMorcbygrantedtoissueabuildingj permit pendingpprovalbyallapplicableCityagencies. V the issuance or granting of a permit based on 28' -6" 28' -10 >' ii)proval of these plans shall not be construed toermitoraproseanyviolationtheapplicabledesorordinance. I I No permit presumed to giveithoritytoviolate013orcanceltheprovisionsofsuchSiassteal r;ld ilf df hfU EYI y. A tIdA' ,'. V M1Y f 7 Rfi k uA^ I Fa EEM 7 I sib , rxa . a; TTT x,' 9 q q C 13 C13 a q BUILDING KEY GENERAL NOTES THESE DRAWINGS ARE PROVIDED AS AN O AID TO ASSIST THE OWNER OR INSTALLER WITH PLANNING THE INSTALLATION OF THE UNIRAC INC. MOUNTING SYSTEM. THE DRAWINGS HAVE BEEN INCORPORATED BYrTXp...r REFERENCE INTO THE ESTIMATE OR PROPOSAL PROVIDED BY UNIRAC INC. 14' -9" FOR THE MOUNTING SYSTEM. NO WARRANTY IS EXPRESSED OR IMPLIED REGARDING EXISTING DIMENSIONS, EXISTING ROOF CONFLICTS, QUALITY OF EXISTING ROOFING MATERIALS, OR SUITABILITY FOR B It to T-rTMIMM USE. THE EXISTING STRUCTURE MUST BE EVALUATED BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE WITH THE LOCAL JURISDICTION AND BU LDING CODE. THIS INCLUDES EVALUATION OF THE ROOF STRUCTURE FOR THE LOADS APPLIED BY THE RACKING SYSTEM, AS WELL AS ALL ASSOCIATED WIND, SEISMIC, SNOW, AND ICE14' -9" LOADS THAT MAY IMPACT THE BASE STRUCTURE UNIRAC INC. ASSUMES NO LIABILITY FOR THE ABILITY OF THE EXISTING STRUCTURE TO WITHSTAND ANY APPLIED LOADS. CONSULT WITH AN ARCHITECT OR SAFETY NOTE: PROFESSIONAL REGARDING THE IMPACT ALL C —PORT BLOCKS OF THE PROPOSED ARRAY ON EGRESS AND FAST FEET SHALL PATHS AND SAFETY CLEARANCES. UNIRAC BE EVENLY SPACED INC. ASSUMES NO LIABILITY FOR I 4'- 1 TYP. AT ENDS p; ES o COMPLIANCE WITH BUILDING CODE ORALONGNORTH —BOUT G oN .R' BEAM, TYPICAL. uF OSHA REQUIRMENTS FOR FALL PROTECTION, OF DIFFERENT SUB - ARRAYS zl FIRE SAFETY, OR EGRESS. A tt I No. S464G R'I 1 / `` s ALL INFORMATION PROVIDED HEREIN IS confidential AND PROPRIETARYIE _p 6 -30 -12 / AND IS THE SOLE PROPERTY OF UNIRAC. REPRODUCTION OR AkfINCOPYRIGHTPERMISSIONANDWILL AREA D SUB -ARRAY PLAN ICTR(1 R CONSTITUTE . o_ `,FOB 1411 BROADWAY BLVD NE Mjj j AND APPLY PRIOR M FRISK Sp 1/® goo U V Ij'i/r -J V PHOI 505.242. 648; 102 USA HTTP: / /WWW.UNIRAC.COM SEP 0 6110 °: W — TITLE: DOCNN.4 SA1008M°'.,*.01 WALMARTvm1.006 DRAWN: DJD MATERIAL: 31700 GRAPE STREET 09/08/10 LAKE ELSINORE, CA 92530 APPROVED: JH DRAWING NO.: 09/08/10 FINISH: 2010 -1042b -500 A RELEASED: 6 3 BHT: SCALE: X SHEET:rJ OF 7 8 7 6 5 4 3 2 1 1 ICJ s I M N C 8 7 N -S ISMS AM, (4- TOTAL). SINGLE E -W ISMS JL, (2 -PER ROW). 8" INTER -ROW ACING, TYP. UACENT ARRAY. I B LO I I n Zizl io in in GO N 12'-3" TYP. CANTILEVER TYP. INTERIOR BEAM SPACING 24'-4" x` 2 SUB -ARRAY N as inZ3x8 SUB -ARRAY v N -S ISYS AM, (3- TOTAL). SINGLE E -W ISYS IL, (2 -PER ROW). INTER -ROW ACING, TYP. JACENT ARRAY. P. MODULE TO MODULE 7 I I LO u F" c I w I co J '0 QWM NIMR- n i 0 i Il Lo 6 O m I n in no 5 B 3x12 SUB -ARRAY C —PORT BLOCKS FAST FEET AND WIt SHOWN ON LAYOUT PLANS. CONTROL FROM THAT SHOWN ON THIS SHEET VERIFY ALL FAST FEET LOCATIONS WI 2. THE DIMENSIONS SHOWtT-ON THIT-SHEET ARE TYPICAL UNLESS NOTED OTHERWISE. 3. C -PORT BLOCKS AND FAST FEET ARE EVENLY SPACED ALONG NS BEAMS. t r-\2x6 SUB -ARRAY c N —S ISYS AM, (4— TOTAL). SINGLE E —W ISYS JL, (2 —PER ROW). W INTER —ROW ACING, TYP. UACENT ARRAY. P. MODULE TO MODULE 4 I 3 C 2x12 SUB -ARRAY NOTE: BOTH C —PORT BLOCKS AND FASTFOOT STANDOFFS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. ACTUAL SUPPORT TYPES ARE SHOWN ON THE LAYOUT DRAWINGS. N —S ISYS B AM, (2— TOTAL). DIMENSIONS ADDED FOR CLARIFICATION SINGLE E —W ISYS ON THIS SHEET. JL, (2 —PER ROW). 4DJACENT ARRAY. INTER —ROW ACING, TYP. P. MODULE TO MODULE N —S ISYS AM, (4— TOTAL). SINGLE E —W ISYS IL, (2 —PER ROW). 0JACENT ARRAY. 81¢" INTER —ROW ACING, TYP. P. MODULE TO MODULE 2 REVISIONS REV. DESCRIPTION DATE APPROVED A ORIGINAL RELEASE 09/08/10 JH B REVISION 10/21/10 JH L 1 17 w OCI ;;1 2M 0 AFPRv)VLD FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES INC. B' DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is iereby granted to issue a building permit pendingapprovalbyallapplicableCityagencies. he issuance or granting of a permit based on pproval of these plans shall not be construed to ermit or approve any violation of the applicable odes or ord narice. No permit presumed to give wthority to violate or cancel the provisions of suchodesshallbevalid. C I GENERAL NOTES I THESE DRAWINGS ARE PROVIDED AS AN AID TO ASSIST THE OWNER OR INSTALLER WITH PLANNING THE INSTALLATION OF THE UNIRAC INC. MOUNTING SYSTEM. THE DRAWINGS HAVE BEEN INCORPORATED BY REFERENCE INTO THE ESTIMATE OR PROPOSAL PROVIDED BY UNIRAC INC. FOR THE MOUNTING SYSTEM. NO WARRANTY IS EXPRESSED OR IMPLIED REGARDING EXISTING DIMENSIONS, EXISTING ROOF CONFLICTS, QUALITY OF EXISTING ROOFING MATERIALS, OR SUITABILITY FOR USE. THE EXISTING STRUCTURE MUST BE EVALUATED BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE WITH THE LOCAL JURISDICTION AND BUILDING CODE. THIS INCLUDES EVALUATION OF THE ROOF STRUCTURE FOR THE LOADS APPLIED BY THE RACKING SYSTEM, AS WELL AS ALL ASSOCIATED WIND, SEISMIC, SNOW, AND ICE LOADS THAT MAY IMPACT THE BASE STRUCT UNIRAC INC. ASSUMES NO LIABILITY FOR THE ABILITY OF THE EXISTING STRUCTURE TO WITHSTAND ANY APPLIED LOADS. CONSULT WITH AN ARCHITECT OR SAFETY PROFESSIONAL REGARDING THE IMPACT OF THE PROPOSED ARRAY ON EGRESS PATHS AND SAFETY CLEARANCES. UNIRAC INC. ASSUMES NO LIABILITY FOR COMPLIANCE WITH BUILDING CODE OR OSHA REQUIRMENTS FOR FALL PROTECTION, K 'C FIRE SAFETY, OR EGRESS. iA 24 46 m ALL INFORMATION PROVIDED HEREIN IS confidential AND PROPRIETARY K \t a \1 x AND IS THE SOLE PROPERTY OF UNIRAC. REPRODUCTION OR DISTRIBUTION WITHOUT WRITTEN PERMISSION IS FORBIDDEN AND WILL CONSTITUTE COPYRIGHT INFRINGEMENT UNDER U.S. LAW. 6OW NSIOW Rw NES RGUE. NM 8 NENDNM USAJIw\(I / n1 J® OF CA%-N TOLEPACES : PHONEVJ PHONE 11 HTrP: //WWW.UNIRAC.CDM ANGLES: iQ3(r x'' *1 TITLE: oEauus:.¢ +- MATERIAL WALMART 31700 GRAPE STREETDJD 09/08/10 LAKE ELSINORE, CA 92530 1: JH 09/08/10 DRAWING NO.: 2010 -1042b -600 AFINISH: 63 / SHT: SCALE: X SHEET: 6 OF 7 8 7 6 5 4 3 2 1 REVISIONS REV. DESCRIPTION DATE APPROVED A ORIGINAL RELEASE 09/08/10 JH MID — LAMINATE CLAMP o B REVISION 10/21/10 JH TOP PLATE 1/4 -20 SERRATED 1/4" HEX NUT 3 SLOTTED HOLES ACTUAL BOLT LOCATION FLANGE NUT ,Pri;"J'Vt ij TORQUE TO 6 PLAN VIEW - SAFETY CLIP SCOITFAZEKAS &ASSOCIATES INC. D FLAT WASHER /SPACER MID LAMINATE CLAMP BY._________—. DATE - - - -- 2) ISYS CONDUIT CLAMPS l hese plans have been reviewed d n t o'VMP W/ D BOTTOM PIECE codes and ordina din „ 9 2 BOLT, W/ (2) #12- 14X3/4 SELF TAPPING app art in / to issue a CIS LAMINATE MODULE hereby geed ER SYS CHANNEL (E —W) ( pp ranted SCREWS INSTALL SCREWS PER approval by all applicable y ayenc tASHER AND FLANGE NUT MANUFACTURER'S REQUIREMENTS/ BOUND 75 THIN RECOMMENDATIONS.) The issuance or , anting of approval of the plans sh not PILM M I) `94 2) #12- 14X3/4 SELF permit or ap ove any vi n of the app Ic . odes or 0 finance . nit presumed to give TAPPING SCREWS — TYPICAL 3uthorit• 0 vio cancel the pr bsoULEf CLIP 2 AT TOP OF LEG AND WEB OF co e aiid. 3» E —W RAIL (INSTALL SCREWS 3" E —W SINGLE RAIL PER MANUFACTURER'S SCHLETTER SAFETY REQUIREMENTS/ ISYS REAR SUPPORT LEGCLIP (SEE VIEW SEE EXPLODED 1EPLA RECOMMENDATIONS.) VIEW — THIS 20' MODULE CLIP SHEET ISYS 20' WIND DAM PANEL 1/4-20 x 1 1/2" LONG ISYS COMPRESSION CLAMPS FULLY THREADED BOLT W/ (2)1/4- 20x3/4" BOLTS, WASHERS AND FLANGE NUTS EXPLODED VIEW - LAMINATE CLAMP / 3" N -S ISYS BEAM ISYS COMPRESSION CLAMPS O O O O W/ A l /4- 20x3/4" BOLT, WASHER AND FLANGE NUT FASTFOOT ASSEMBLY — SEE C o o ISYS FRONT SUPPORT LEG A DETAIL ON THIS SHEET 22 1 /2» EXISTING ROOF ATTACHMENT TO ROOF BY OTHERS ISYS ROOF INTERFACE C —PORT C510 BLOCK — SEE DETAIL ON THIS SHEET ALL SUPPORTS SHALL BE EQUALLY SPACED ALONG EACH N —S BEAM GENERAL NOTES TYPICAL SIDE ELEVATION - LOOKING WEST NOTES: THESE DRAWINGS ARE PROVIDED AS AN 1. COORDINATE WITH SUB —ARRAY AID TO ASSIST THE OWNER OR INSTALLER 4- LAYOUT PLANS (SHEETS 200 THRU WITH PLANNING THE INSTALLATION OF THE 3" N —S ISYS BEAM NOT SHOWN 500) FOR FASTFOOT, C —PORT AND UNIRAC INC. MOUNTING SYSTEM. THE 3 r N —S ISYS BEAM WIND DAM LOCATIONS. (ALL SUPPORTS DRAWINGS HAVE BEEN INCORPORATED BY NOT SHOWN SMALL BEAM CLIP SHALL BE SPACED EQUALLY ALONG REFERENCE INTO THE ESTIMATE OREACHSIDEOFN —S BEAM (ATTACH CLIP N —S BEAMS — U.N.O.) PROPOSAL PROVIDED BY UNIRAC INC. ISYS COMPRESSION CLAMPS TO STRUT NUT WITH 2• COORDINATE WITH SHEET 600 FOR FOR THE MOUNTING SYSTEM. NO W/ A 1/4- 20x3/4" BOLT, 1/4- 20X3/4 BOLT TYPICAL SUB —ARRAY FRAMING AND WARRANTY IS EXPRESSED OR IMPLIED WASHER AND FLANGE NUT L —FOOT (SHORT LEG BEAM SPACING. VERTICAL) W/ WASHER REGARDING EXISTING DIMENSIONS, EXISTING BOLTS TO 104 3/8 »0 HEX HEAD FLANGE = (TORQUE BOLT TO 6 3. TORQUE ALL 1/4" ROOF CONFLICTS, QUALITY OF EXISTING BOLT WITH SERRATIONS UPPER ALUMINUM BASE PLATE -- FT LBS) FT —LBS U.N.O. (6 FT —LBS AT C —PORT ROOFING MATERIALS, OR SUITABILITY FOR DETAIL) USE. B LOWER STEEL BASE PLATE ATTACHMENT TO ROOF BY OTHERS) THE EXISTING STRUCTURE MUST BE EVALUATED BY A LICENSED PROFESSIONAL 1 3/4 "0 EPDM WASHER NOTE: ENGINEER IN ACCORDANCE WITH THE LOCAL JURISDICTION AND BUILDING CODE. THIS 8 " STANDOFF TUBE TORQUE ALL 1/4" BOLTS 1 5/8"0 TO 10 FT —LBS UNLESS G —PORT C510 BLOCK INCLUDES EVALUATION OF THE ROOF NOTED OTHERWISE STRUCTURE FOR THE LOADS APPLIED BY 5/16 "0 WELDED, THREADED THE RACKING SYSTEM, AS WELL AS ALL STUD WITH EPDM WASHER ASSOCIATED WIND, SEISMIC, SNOW, AND ICE AND HEX NUT (2 FAST FOOT ATTACHMENT TYPICAL C—PORT OR EQUAL -- FAST ` ' LOADS THAT MAY IMPACT THE BASE STRUCTURE LOCATIONS) UNIRAC INC. ASSUMES NO LIABILITY FOR THE ABILITY OF THE EXISTING STRUCTURE I ;gin TO WITHSTAND ANY APPLIED LOADS. r FASTFOOT HEIGHT ADJUSTMENT OPTIONS: C —PORT BLOCK HEIGHT ADJUSTMENT OPTIONS: CONSULT WITH AN ARCHITECT OR SAFETY 1. L —FOOT ADJUSTMENT: THE L —FOOT (ALUMINUM ANGLE) SHOULD TYPICALLY BE 1. DOWNWARD ADJUSTMENT — THE TYPICAL C —PORT BLOCK COMES WITH PROFESSIONAL REGARDING THE IMPACT ORIENTED WITH SHORT LEG VERTICAL. TO GAIN SOME HEIGHT ADJUSTMENT, THE AN 1 5/8" U— CHANNEL. THE ONLY WAY TO REDUCE THE HEIGHT OF OF THE PROPOSED ARRAY ON EGRESS L —FOOT CAN BE ORIENTED WITH LONG LEG VERTICAL. (BE SURE THAT THE THE BLOCK IS TO REMOVE THE 1 5/8" U— CHANNEL AND REPLACE IT PATHS AND SAFETY CLEARANCES. UNIRAC COMPRESSION CLAMP IS ATTACHED USING THE UPPER HOLE IN THE L —FOOT AND THE WITH A 7/8" U— CHANNEL. INC. ASSUMES NO LIABILITY FOR LOWER HOLE IN THE COMPRESSION CLAMP.) 2. UPWARD ADJUSTMENT — 1/2" THICK RUBBER SHIMS AND LONGER COMPLIANCE WITH BUILDING CODE OR 2. ALUMINUM STANDOFF TUBE ADJUSTMENT: THE STANDARD HEIGHT OF THE STANDOFF BOLTS ARE PROVIDED FOR UPWARD HEIGHT ADJUSTMENT. B OSHA REQUIRMENTS FOR FALL PROTECTION, TUBE IS 3 5/8 ". IF NECESSARY, 7" LONG (FULLY THREADED) STANDOFF TUBES HAVE — REMOVE ORIGINAL BOLTS FROM C —PORT BLOCK. ETAILS AND FIRE SAFETY, OR EGRESS. BEEN PROVIDED. THESE STANDOFF TUBES CAN BE CUT IN THE FIELD USING A CHOP — INSTALL LONGER BOLTS AND NUTS WITH 1 5/8" U— CHANNEL. TES ADDED FOR C RIFICATION ON AALLINFORMATIONPROVIDEDHEREINISconfidentialANDPROPRIETARY A SAW OR SIMILAR. THESE 7" LONG TUBES HAVE BEEN THREADED 3 1/2" LONG FROM — PROVIDE RUBBER SHIMS BETWEEN U— CHANNEL AND RUBBER T S SHEET. AND IS THE SOLE PROPERTY OF UNIRAC. REPRODUCTION OR f j g EACH END. EACH END WILL NEED TO BE CUT TO ALLOW FOR PROPER THREAD C —PORT BLOCK. 1 TO 4 SHIMS CAN BE USED TO PROVIDE 1/2" e 0v DISTRIBUTION WITHOUT WRrrrEN PERMISSION IS FORBIDDEN AND WILL CONSTITUTE COPYRIGHT INFRINGEMENT UNDER U.S. LAW. K J DIRECTION. FOR EXAMPLE: IF A 5" LONG TUBE IS NEEDED, SIMPLY CUT ONE INCH OFF TO 2" OF ADDITIONAL UPWARD HEIGHT ADJUSTMENT. P5° °IFS ° \ OMI N r1AREI CHMSM 14„ BROADWAY BLVD NE s p o ALBUQUERQUE. NM 87102 USA TIGHTEN NUTS WHEN DESIRED HEIGHT IS REACHED. OF EACH END OF THE 7 TUBE. THE SHORTEST TUBE YOU CAN CUT USING THIS 7 w' 4624 m APPLY oramAMCM MIJVIG Q PHONE 505.242.8411 HrrP: / /WWW.UNIM.COM TUBE IS 4" (1.5" CUT FROM EACH END.) NOTE: IF ADDITIONAL ADJUSTMENTS ARE REQUIRED VARIOUS CHANNEL t Exp. 1:1%•M a1 AMGLM- *1rW t1'16 NOTE: CONTRACTOR MUST USE A CUT —OFF SAW WITH A CUT —OFF WHEEL THAT HAS A SIZES (NOT PROVIDED) CAN BE INSTALLED BY THE CONTRACTOR IN THE * sr P tp h'UCTU PRAMOW''` DECUAL& = "+ 005 WALMARTP MINIMUM OF 120 TEETH. THREADS MUST BE CHECKED AND CLEANED AS REQUIRED. FIELD. ALTERNATE CONNECTION METHODS MUST BE REVIEWED AND 9rtOFCA F °P DRAWN: DJD 31700 GRAPE STREETMATERIAL- FOR FURTHER ASSISTANCE OR ADDITIONAL ADJUSTMENTS PLEASE CONTACT UNIRAC, INC. APPROVED BY UNIRAC PRIOR TO INSTALLATION. 09/08/10 LAKE ELSINORE, CA 92530 DRAWING NO., 2010-1042b-7001A APPROVED: JH uC1 2? 201D 09/08/10 FINISH: RELEASED: 63 SHT: SCALE: X SHEET: 7 OF 7 8 7 6 5 4 3 2 1 1 1 2 3 4 5 6 7 8 9 10 li 12 13 14 NOTES: 1. AS BUILT ROOFTOP LAYOUT PROVIDED BY BP SOLAR. SURVEY COMPLETED BY RBF CONSULTING. A E) UTILITY TRANSFORMER A KEYED NOTES: 378,_5„ — — - -- - - _ - 10,_6„ O NONE. E) ELECTRICAL ROOM E) MAIN SWITCHBOARD AND UTILITY METER, LOCATED INSIDE ELECTRICAL ROOM (E) DOWNSPOUT (TYP) E) DOUBLE EXIT DOOR ( E) SCUPPER (TYP) B 1 eIr C APPROVED FOR PERMIT ISSUANCE O SCOTT FAZEKAS & ASSOCIATES INC. E) ACCESS HATCH Lj gy DATE These plans have been reviewed for adherence to the ietebagr codes and ordinance. Authorization is to issue a building permit pendinggranted approval by all applicably City agencies. ipproy C C The issuance or granting of a permit based on 1pproval of these plan shall not be construed to ermit or approve any violation of the applicable odes or ordinance. No permit presumed to give uthority to violate or cancel the provisions of such ides shall be valid. D D 184' -2" E) CONDENSATION LINE (TYP) UNIT (TYP) CONFIDENTIALITY STATEMENT: E E THIS DRAWING IS THE PROPERTY OF BLUE OAK 0 ENERGY, INC. THIS INFORMATION IS CONFIDENTIAL AND IS TO BE USED ONLY IN CONNECTION WITH WORK DESCRIBED BY BLUE OAK ENERGY, INC. O PART IS TO BE DISCLOSED TO OTHERS WITHOUT RIDGE LINE WRITTEN PERMISSION FROM BLUE OAK ENERGY, INC. 314' -4" ELECTRICAL Q?io ESS /0,y F F ENGINEER: E 18930 m EXP 1 L l, 4lF TRICp' P OF DATE: 10/20/10 wz G D w G 0 CJ U C PLAN CHECK COMMENTS II 10.20.10 JTG Ll I. 1 :" I - B PLAN CHECK COMMENTS 10.04.10 JTG A PERMIT SET 09.09.10 JTG104' -4" s e REV. N0. DESCRIPT10N DATE BY H H BLUE OAK (nERGY O u — — — 4614 Second Street, Davis, CA 95618 -w .blueoakeneigy.com - Phone: 530.747.2026 I I o I I o I— - - -- L by C ., 0 • 24' -1" I - - I I O I I I I I I tc,, IAJL0 ofq 90 New Montgomery St, Suite 1500, San Fmncisco, CA 94105 O I I I I V Phone: 415.284.1905 E) TREE (TYP) — PROJECT SITE: J J WAL -MART 46'_ „” 22D -7158'_," __ -__ LAKE ELSINORE STORE FRONT STORE #2077 31700 GRAPE ST. LAKE ELSINORE, CA 92532 EXISTING SITE PLAN DRAWNG: GRAPHICAL SCALE EXISTING SITE PLAN K APPROX. SCALE: 1" = 20' 0 10' 20' 40' K A MAN NO. NORTH ES -101 Blue Oak Energy 2010 ARCH D - 36 1lx24" 1 2 3 4 5 6 7 8 9 10 11 12 -T 13 14 p L VO14seoona Jtreet, Dews, CA 95616- www.dueoakenergy.com- Phone: 530.747.2026 I I by SOIrImo` 148° 9' -4" 90 New Montgomery St., Suite 1500, San Francisco, CA 94105 ARRAY AZIMUTH — — — — Phone: 415.284 -1905 10' -3" PROJECT SITE: ry 148' -8" 9' -4" 148._$„ _ _ 16._11., 15,_,,, WAL -MART8' 12 LAKE ELSINORE STORE #2077 31700 GRAPE ST. RAY LAYOUT GRAPHICAL SCALE DRAWING: LAKE ELSINORE, CA 92532 X. SCALE: 1" = 20' 0 10' 20' 40' K ARRAY PLAN NORTH DRAWING NO. 1. PV SYSTEM UTILITY AC DISCONNECT CHANGED FROM 800A TO 400A ES 1 2BlueOakEnergy2010ARCHD - 36 "x24" 1 z 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 S 6 i y lii I1 1c 13 14 NOTES: 1. THE MINIMUM PARAPET HEIGHT ABOVE THE ROOF SURFACE IS 48 ". THE MAXIMUM ARRAY HEIGHT IS 28" B A A KEYED NOTES: 1D NONE. B B PARAPET OBSTRUCTS VIEW OF PHOTOVOLTAIC MODULES. NO PORTION OF THE PHOTOVOLTAIC ARRAY OR RELATED ROOF TOP EQUIPMENT WILL BE VISIBLE FROM PUBLIC RIGHTS -OF -WAY. ROOF SURFACE SOLAR MODULES C T.O.M. 126' -0" T.O.M. 129' -0" C APPROVED A FOR PERIv11T fSSUANCE LINE OF SIGHT FIN. FLR. 100' -0" FIN. FLR. 100' -0" T=t SOOTT FAZEKAS &ASSOCIATES INC. Y DATE hose plans have been revievded for adherence to the pplicable Codes and ordinance. Authorization is ereby granted to issue a building permit pending pproval by all applicable City agencies. D D he issuance or granting of a permit based on pproval of these plans shall not be construed to ermit or approve any violation of the applicable odes or ordinance. No permit presumed to give uthority to violate or cancel the provisions of such Ides shall be valid. CONFIDENTIALITY STATEMENT: E E THIS DRAWING IS THE PROPERTY OF BLUE OAK ENERGY, INC. THIS INFORMATION IS CONFIDENTIAL AND IS TO BE USED ONLY IN CONNECTION WITH LINE F SIGHT WEST ELEVATION WORK DESCRIBED BY BLUE OAK ENERGY, INC. NO GRAPHICAL SCALE A SCALE: V = 30' 0 15' 30' 40' PART IS TO BE DISCLOSED TO OTHERS WITHOUT WRITTEN PERMISSION FROM BLUE OAK ENERGY, INC. F F ELECTRICAL Q OFESS /pNENGINEER: e`° E T. G qee E 18 9 ^' P/3 Ar Ar rT CTRIPO' . qrF pF O DATE: 10/20/10 G G t " R 1 S D u I u C PLAN CHECK COMMENTS II 10.20.10 JTG B PLAN CHECK COMMENTS 10.04.10 JTG A PERMIT SET 09.09.10 JTG REV. N0. DESCRIPTION DATE BY PARAPET OBSTRUCTS VIEW OF PHOTOVOLTAIC , MODULES. NO PORTION OF THE PHOTOVOLTAIC SOLAR MODULES ARRAY OR RELATED ROOF TOP EQUIPMENT WILL BE VISIBLE FROM PUBLIC RIGHTS -OF -WAY. - T.O.M. 129' -0" 4 BLUE ORK En(RGV ROOF SURFACEMrI 4614 Second Street, Davis, CA 95618 - www.blueoakenergy com - Phone: 530.747 2026 OF SIGHT FIN. FLR. 100' -0,, P I I I I E) EXIT DOOR (E) EXIT DOOR 350' ill ILIL b p-0 Oft 90 New Montgomery St., Suite 1500, San Francisco, CA 94105 Phone: 415.284.1905 PROJECT SITE: J J WAL -MART LAKE ELSINORE STORE #2077 31700 GRAPE ST. LAKE ELSINORE, CA 92532 B LINE OF SIGHT - NORTH ELEVATION GRAPHICAL SCALE DRAWING: LINE OF SIGHT ELEVATIONS K SCALE: 1" = 30' 0 15' 30' 40' 1. NOTE REGARDING VISIBILITY OF ARRAY REVISED TO BE MORE CLEAR 2. NOTE ADDED TO CLARIFY ARRAY HEIGHT VS. PARAPET PER PLANNING K DRAWING NO. DEPARTMENT COMMENT ES1111111111201 Blue Oak Energy 2010 ARCH D - 36 "x24" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 C 191 E F re- H F 2! R7 Vlii ARRAY WI RING PLAN APPROX. SCALE: 1 " = 20' NORTH 0 Blue Oak Energy 2010 ARCHD-36"X24" 1 1 2 3 0 L1 4 L' (C --BO 1 112 0 0) 4 14-71 14-BI CB-04 so MIN Elowaxi; soa a loom ONE III! NE019RE Now1won me 00,001wwwwo on willsom am no on am on so on on on we 3112m= =31111NEW, ww''MI I ir. am on on as so so on on ON on on ON am ON am MU a onononsoon 9121on 30 on so on on go on so so on on a 0 on on 0 on 51 0 0 on 0 a 0 on on 0 0 go am on a 0 am on so on a 1r. 1111 1 1 a on mil 'Muni 5 A r] 11ii k j j . . - 045a !, 1 9 Nil I N1 oore a I I' I T0aso 0 M am am on 111i 0 a oil NIP 5 a a on 0 0 a 0 0 a of0womall !ffixon flowl ill E 1:1 El P--: E I LJ LLJ - - - - - - FU LLJ - - - - - - M M - - - - - - ON M EL-I - - ON 3-21 ON 2 2 S-.2-11 19 T ON ON L-1 a 2 3-2 i 7 2iF2Et:2:( 0 0 0 0 GRAPHICAL SCALE 0 10' 20' 40' 5 7 n 9 I 1w, a ITS n N .1111"M WIN ", Iso on on on so am on 9 am LEtu Lj 10 E) UTILITY TRANSFORMER so 5 on M I am on on am am so so on 0 on on so 0 go on on 0 so 0 so 0 on a on so on on ON on ME so on on on 9 9 a so on 9 am 1 4 1 INonon on so 0 on on 9 on so 9 so a so 5 on 5 on 5 on on 9 on ON am so am No so on ON on go FB-1740on 0 on 0 go I on so a III so on a on no a go on so ON on on so so on on on Ifll 2 p2i 1.2 2 0 0 F-4 NOTES: 1 COMBINER BOXES ARE NOT DRAWN TO SCALE. LOCATIONS SHOWN ARE REPRESENTATIVE ONLY. 2. CONDUIT ROUTES ARE REPRESENTATIVE ONLY. A 3. STRING OVALS DELETED FOR CLARITY. KEYED NOTES: NONE. LEGEND H B DC COMBINER AND CONDUCTOR SCHEDULE PULL BOX NUMBER PB-01 PB-02 PB-03 PB-04 PB-05 FOOTPRINT COMBINER BOXES CB-01 CB 02 CB-03 CB-04 CB-05 CB-06 CB-07 CB-08 CB-09 CB-10 CB-1 1 CB-12 CB-13 CB-14 A 09.09.10 JTG REV. NO.1 DESCRIPT10N SERIES STRING EIY APP' OVED FOR PERN;1 T ISSUANCE NUMBER OF STRINGS 29 14 29 29 29 29 29 29 29 29 29 29 29 29 Authorization is STRING NUMBERING 1-1 1-28V1204 2-12-28 3-1 3-28 4-1 4-28 5-1 5-28 6-16-28 7-1 7-28 8-18-28 9-1 9-28 10-1 10-28 11-1 11-28 12-1 12-28 13-1 13-28 14-1 14-28 DIST. FROM CB TO INVERTER el the 379 351 165 157 272 317 156 338 271 279 384 476 363 TOTAL DC VOLTAGE DROP 2 9 0" 1.22% 1.35% 1.61% 1.01% O 97% 1.57% 1.81% 0.96% 1.92% 1.57% 1.61% 1.75%] 1.72% 1.66% CONDUCTOR SIZE FROM C13 1/0 AWG 1AWG 2/OAWG 1/OAWG 110AWG 1/OAWG 1/OAWG 1/OAWG 1/OAWG 1/OAWG 2/OAWG 2/OAWG 3/OAWG 2/OAWG TO INVERTER (THWN-2) GROUNDING CONDUCTORSIZE 4 AWG 6 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG THWN-2 OR BARE; O.A.E.) CONDUIT SIZE FROM 1-1/2" 1-1/2" 1-112" 1-1/2" 1-1/2" COMBINER TO PULL BOX (EMT) CONDUIT SIZE FROM PULL BOX 2" 2-1/2" 2-1/2" 2-1/2" 2" TO INVERTER (EMT) NOTE: DISTANCES LISTED ABOVE DO NOT INCLUDE THE SOURCE CIRCUIT HOME-RUNS, THEY ARE FROM COMBINER (N) INVERTER BOX TO INVERTER. THE TOTAL VOLTAGE DROP, HOWEVER, IS CALCULATED BASED ON THE ENTIRE DC RUN. USE LISTED REDUCING PIN IF NEEDED TO TERMINATE CONDUCTORS IN MECHANICAL LUGS OF COMBINERS OR (N) PV SYSTEM UTILITY INVERTER, CHECK WITH E.O.R. PRIOR TO INSTALLATION. AC DISCONNECT C 191 E F re- H F 2! R7 Vlii ARRAY WI RING PLAN APPROX. SCALE: 1 " = 20' NORTH 0 Blue Oak Energy 2010 ARCHD-36"X24" 1 1 2 3 0 L1 4 L' (C --BO 1 112 0 0) 4 14-71 14-BI CB-04 so MIN Elowaxi; soaa loom ONE III! NE019RE Now1won me 00,001wwwwo on willsom am no on am on so on on on we 3112m= =31111NEW, ww''MI I ir. am on on as so so on on ON on on ON am ON am MU a onononsoon 9121on 30 on so on on go on so so on on a 0 on on 0 on 51 0 0 on 0 a 0 on on 0 0 go am on a 0 am on so on a 1r. 1111 1 1 a on mil 'Muni 5 A r] 11ii k j j . . - 045a !, 1 9 Nil I N1 oore a I I' I T0aso0 M am am on 111i 0 a oil NIP 5 a a on 0 0 a 0 0 a of0womall !ffixon flowl ill E 1:1 El P--: E I LJ LLJ - - - - - - FU LLJ - - - - - - M M - - - - - - ON M EL-I - - ON 3-21 ON 2 2 S-.2-11 19 T ON ON L-1 a 2 3-2 i 7 2iF2Et:2:( 0 0 0 0 GRAPHICAL SCALE 0 10' 20' 40' 5 7 n 9 I 1w, a ITS n N .1111"M WIN ", Iso on on on so am on 9 am LEtu Lj 10 E) UTILITY TRANSFORMER so 5 on M I am on on am am so so on 0 on on so 0 go on on 0 so 0 so 0 on a on so on on ON on ME so on on on 9 9 a so on 9 am 1 4 1 INonon on so 0 on on 9 on so 9 so a so 5 on 5 on 5 on on 9 on ON am so am No so on ON on go FB-1740on 0 on 0 go I on so a III so on a on no a go on so ON on on so so on on on Ifll 2 p2i 1.2 2 0 0 F-4 NOTES: 1 COMBINER BOXES ARE NOT DRAWN TO SCALE. LOCATIONS SHOWN ARE REPRESENTATIVE ONLY. 2. CONDUIT ROUTES ARE REPRESENTATIVE ONLY. A 3. STRING OVALS DELETED FOR CLARITY. KEYED NOTES: NONE. 11 1 12 1 13 1 14 F G LEGEND H B ARRAY COMBINER FOOTPRINT CONDUIT C PLAN CHECK COMMENTS 11 SOLAR MODULE L I JTG B PLAN CHECK COMMENTS COMBINER BOX JTG C PERMIT SET 09.09.10 JTG REV. NO.1 DESCRIPT10N SERIES STRING EIY APP' OVED FOR PERN;1 T ISSUANCE SCOTT FAZEKAS 14 ASSC C DAT or adherence to theTheseplanshavebeenreuiewed Ppiicabl(. codes and ordinUncD. iereby granted to issue Authorization is approval by all applicable C buildrtYage ng permit pendingIcies. The issuance or grantin3approvaloftheseplans hallof a permit based onermitorapproveanyvigi9tit!)IInot be construed tooftheapplicableodesorordinance. No wthority to violate ermit presurn d to give or can( odes shall be valid. el the DrOViSjo r"CONFIDENTIALITY STATEMENT: E THIS DRAWING IS THE PROPERTY OF BLUE OAK ENERGY, INC. THIS INFORMATION IS CONFIDENTIAL AND IS TO BE USED ONLY IN CONNECTION WITH WORK DESCRIBED BY BLUE OAK ENERGY. INC. NO PART IS TO BE DISCLOSED TO OTHERS WITHOUT WRITTEN PERMISSION FROM BLUE OAK ENERGY, INC. 11 1 12 1 13 1 14 F G 91 K H 91 K I --% y19BLU( ow EnERG 4614 Second Street, Davis, CA 95618 - vwv.blueoakenergy.com - Phone: 530.747.2026 2w 15W 0, !. Dpsoiar Awo fjQ-VL1k 000"t%1% 90 Nev, Montgomery St., Suits 1500, San Frimcisco, CA 941D5 Phone: 415.284.1905 PROJECT SHE WAL-MART LAKE ELSINORE STORE #2077 31700 GRAPE ST. LAKE ELSINORE, CA 92532 DRAWNG: ARRAY WIRING PLAN DR01ING NO. E P,,,,,,, 10 C PLAN CHECK COMMENTS 11 10.20.10 JTG B PLAN CHECK COMMENTS 10.04.10 JTG A PERMIT SET 09.09.10 JTG REV. NO.1 DESCRIPT10N DATE EIY I --% y19BLU( ow EnERG 4614 Second Street, Davis, CA 95618 - vwv.blueoakenergy.com - Phone: 530.747.2026 2w 15W 0, !. Dpsoiar Awo fjQ-VL1k 000"t%1% 90 Nev, Montgomery St., Suits 1500, San Frimcisco, CA 941D5 Phone: 415.284.1905 PROJECT SHE WAL-MART LAKE ELSINORE STORE #2077 31700 GRAPE ST. LAKE ELSINORE, CA 92532 DRAWNG: ARRAY WIRING PLAN DR01ING NO. E P,,,,,,, 10 FRI E F G W J EQUIPMENT LOCATION PLAN APPROX. SCALE: 1"=20' NORTH Blue Oak Energy 2010 ARCH D - 36 "x24" GRAPHICAL SCALE 0 10' 20' 40' APPROVED FOR PERMIT ISSUANC SCOTT FAZEKAS & ASSOCIA DATE se plans have been reviewed for licable codes and ordinance. ! Eby granted to issue a building roval by all applicable City agenciE issuance or granting of a PE roval of these plans shall not t nit or approve any violation of es or ordinance. No permit pri Tority to violate or cancel the pr( es shall be valid. 7 TYP r IV" N41 1 2 1 3 1 4 1 5 1 6 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 KEYED NOTES: IN O NONE. en e to the thori ation rD1it end iit b sed cons rued e a plica to g lionsj of s E F G i in LEGEND or t COMBINER BOX [] bl Iv PULL BOX uc CONFIDENTIALITY STATEMENT: THIS DRAWING IS THE PROPERTY OF BLUE OAK ENERGY, INC. THIS INFORMATION IS CONFIDENTIAL AND IS TO BE USED ONLY IN CONNECTION WITH WORK DESCRIBED BY BLUE OAK ENERGY, INC. NO PART IS TO BE DISCLOSED TO OTHERS WITHOUT WRITTEN PERMISSION FROM BLUE OAK ENERGY, INC. 1 U 14 NOTES: 1. COMBINER BOXES ARE NOT DRAWN TO SCALE. LOCATIONS PLAN CHECK COMMENTS II 10.20.10 SHOWN ARE REPRESENTATIVE ONLY. B PLAN CHECK COMMENTS 10.04.10 2. CONDUIT ROUTES ARE REPRESENTATIVE ONLY. A 09.09.10 JTG CC REV. NO.1, DESCRIPTION 3. ALL RACEWAYS AND COMPONENTS SHALL BE RATED FOR E) UTILITY TRANSFORMER A OUTDOOR USE AND AMBIENT TEMPERATURE. N) INVERTER A &B RECOMMENDED USE OF NEC 2008, TABLE 310.15(B)(2)(C), TO EXPECTED RACEWAY TEMPERATURE N) WEATHER STATION EP -401 MOUNTED OIN ROOFTOPS, N) PV SYSTEM UTILITY 4. INSTALL RACEWAY SYSTEM TO ALLOW FOR THERMAL AC DISCONNECT (E) SWITCHBOARD AND UTILITY EXPANSION AND CONTRACTION IN LONGITUDINAL METER; POCC, LOCATED DIRECTION. N) CONDUIT TO IRRADIANCE AND INSIDE UTILITY ROOM B.O.M. TEMP SENSOR. RACEWAY SUPPORT STRAPS, OR OTHER, SHALL BE SENSOR LEADS N) PULL BOX (2) AT INSTALLED TO ALLOW RACEWAY MOVEMENT IN CAN BE ROUTED IN THE SAME CONDUIT ROOF HEIGHT LONGITUDINAL DIRECTION, PER MANUFACTURER'S INSTRUCTIONS. 8 I I 5. EXPANSION FITTINGS SHALL BE INSTALLED IN THE I U B RACEWAY SYSTEM, PER NEC 300.7(B), AND ALL OTHER I LL APPLICABLE SECTIONS. I G INSTALLING CONTRACTOR SHALL: EP -501 o DETERMINE PROPER LOCATION AND QUANTITY U HE BASED ON LOCAL ENVIRONMENTAL CONDITIONS. O o USE EXPANSION FITTINGS WITH THE PROPER RATINGS FOR THE SPECIFIC RACEWAY TYPE. o INSTALL EXPANSION FITTINGS TO ENSURE PROPERf OPERATION AND AVOID BINDING. UPH o TAKE INTO ACCOUNT THE CURRENT AMBIENT g 4 TEMPERATURE DURING INSTALLATION TO ENSURE C TYP Ell 1-11 PROPER POSITIONING OF THE EXPANSION FITTING EP -501 C WITHIN THE RACEWAY. 4— Ffl 6. EXPANSION FITTINGS SHALL BE ADDED TO ALL RACEWAYS q L11 LONGER THAN 23'. FOR EXPANSION EXCEEDING THIS P71 U-11 U VALUE, THE CUMULATIVE EXPANSION SHALL NOT EXCEED THE MAXIMUM TRAVEL OF THE FITTING. FRI E F G W J EQUIPMENT LOCATION PLAN APPROX. SCALE: 1"=20' NORTH Blue Oak Energy 2010 ARCH D - 36 "x24" GRAPHICAL SCALE 0 10' 20' 40' APPROVED FOR PERMIT ISSUANC SCOTT FAZEKAS & ASSOCIA DATE se plans have been reviewed for licable codes and ordinance. ! Eby granted to issue a building roval by all applicable City agenciE issuance or granting of a PE roval of these plans shall not t nit or approve any violation of es or ordinance. No permit pri Tority to violate or cancel the pr( es shall be valid. 7 TYP r IV" N41 1 2 1 3 1 4 1 5 1 6 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 KEYED NOTES: IN O NONE. en e to the thori ation rD1it end iit b sed cons rued e a plica to g lionsj of s E F G i in LEGEND or t COMBINER BOX [] bl Iv PULL BOX uc CONFIDENTIALITY STATEMENT: THIS DRAWING IS THE PROPERTY OF BLUE OAK ENERGY, INC. THIS INFORMATION IS CONFIDENTIAL AND IS TO BE USED ONLY IN CONNECTION WITH WORK DESCRIBED BY BLUE OAK ENERGY, INC. NO PART IS TO BE DISCLOSED TO OTHERS WITHOUT WRITTEN PERMISSION FROM BLUE OAK ENERGY, INC. BLUE ORK En(RGV 4644 =md Street, Davis, CA 95618 -w .blueoakenergy.00m - Phone. 530.747.2026 vv k44 i by 90 New Montgomery St., Suite 1500, San Fmnawo, CA 94105 Phone: 415.284.1905 PROJECT SITE: J WAL -MART LAKE ELSINORE 1. STORE #2077 31700 GRAPE ST. LAKE ELSINORE, CA 92532 DRAWING: EQUIPMENT LOCATION PLAN DRAMNG NO. EP -102 I PLAN CHECK COMMENTS II 10.20.10 JTG B PLAN CHECK COMMENTS 10.04.10 JTG A PERMIT SET 09.09.10 JTG CC REV. NO.1, DESCRIPTION DATE BY BLUE ORK En(RGV 4644 =md Street, Davis, CA 95618 -w .blueoakenergy.00m - Phone. 530.747.2026 vv k44 i by 90 New Montgomery St., Suite 1500, San Fmnawo, CA 94105 Phone: 415.284.1905 PROJECT SITE: J WAL -MART LAKE ELSINORE 1. STORE #2077 31700 GRAPE ST. LAKE ELSINORE, CA 92532 DRAWING: EQUIPMENT LOCATION PLAN DRAMNG NO. EP -102 I L 3 4 NOTES: 1. NONE. A A KEYED NOTES: F(N) WEATHER STATION ENCLOSURE ___ ________________________ 0 BOLLARDS SHALL BE PLACED AROUND ALL EQUIPMENT. SEE STRUCTURAL PLANS FOR BOLLARD DETAIL. CELL. COMM. ANTENNA IF CONDUIT IS NECESSARY ON THE EXTERIOR OF THE N) PULLBOX WEATHER STATION BUILDING IT SHALL BE INSTALLED PER NOTE E22 SHEET G -002. E) SWITCHBOARD I TO ARRAY TO ARRAY I I B I I'III'I'I " IIl B N) AC CONDUIT TO SWITCHBOARD, CORE THROUGH WALL INTO ELECTRICAL ROOM. FIELD VERIFY EXACT ROUT N) PULLBOX Ir4' EE T AL C N) BOLLARD (TYP)O (N) PV SYSTEM UTILITY C AC DISCONNECT 7 N) INVERTER B APPROVED PERMIT ISSUANCESCOTTASSOCN) INVERTER PAD 4' -0" gY, ATES INC. 4 0 DATEO.C. These plans have beeSEESTRUCTURAL applicable codes and oaeWed for adherence to the D Hereby granted to issue a building PermitapprovalbyailapplicableCityagenciepermit pe O Q Q The issuance or granting of a Permit base idingding 4' -0" O.C. TYP. ,ermit or a Plans shall not be construedMINIMUMWORKINGviolation on to of the appliodesorordinanceNoCLEARANCE42" PER NEC y No permit presumed toAPPROX. odesNORTH shall be Valid. or the provisions ofNORTH give such NOTE: ENSURE THAT BOLLARDS ARE CLEAR OF INVERTER DOOR SWING. CONFIDENTIALITY STATEMENT: E INVERTER AND DISCONNECT MOUNTING - PLAN VIEW E THIS DRAC.THISA INFORMATION IS CONFIDENTIALENERGY, INC. THIS INFORMATION IS CONFIDENTIAL SCALE: NTS AND IS TO BE USED ONLY IN CONNECTION WITH WORK DESCRIBED BY BLUE OAK ENERGY, INC. NO PART IS TO BE DISCLOSED TO OTHERS WITHOUT WRITTEN PERMISSION FROM BLUE OAK ENERGY, INC. 1 PV SYSTEM UTILITY AC DISCONNECT CHANGED FROM 800A TO 400A ELECTRICAL2. WALL PENETRATION AND SWITCHBOARD ENTRY DETAIL REVISED QROFESS /04, 3. DETAIL C ADDED FOR CLARITY. F ENGINEER: T. A9lFycFhQo 09 y E 18 m P 121 1,1 J}9 FIECTR OF DATE: 10/20/10 COMBINATION WIND DIRECTION AND ANEMOMETER G CELL. COMM. ANTENNA i EXTERIOR WALL C PLAN CHECK COMMENTS II 10.20.10 JTG OF BUILDING B PLAN CHECK COMMENTS 10.04.10 JTG I CONDUIT THROUGH (E) P -50 CMU PARAPET WALL TO CONDUIT PENETRATION A PERMIT SET 09.09.10 JTG PULL BOX ON ROOF THROUGH WALL SHALL REV. N0. DESCRIPTION DATE BY H BE LESS THAN 24" MAINTAIN 3R RATING OF DISCONNECT H CONDUIT TO WEATHER STATION EXISTING 0000 PULLBOX FROM INVERTER SWITCHBOARD ENCLOSURE, USE OF A MEYERS HUB, O D O.A.E. IS RECOMMENDED 18"X1 PULL OAK Ef1ERGyE) CMU WALL) MOUNTED TO SIDE OF REPRESENTATIVE EXISTING SWITCHBOARD CONDUCTORS, SEE EP -601 1UE FOR SIZE AND QUANTITY. Ism CONDUCTORS SHALL BE LESS N) DC CONDUIT THAN 10' -0" IN LENGTH PER 4614 Second Street, Davis, CA 95616 -www blueoakeneigy.com- Phone 530.747.2D26 FROM ROOF NEC ARTICLE 240.21(B)(1) EXISTING BUS BARS, I LOCATION OF BUS N) INVERTER TAP (POCC) V.I.F. I NEW PV SYSTEM UTILITY ACCONTRACTORTOFIELDVERIFYEXACT 2 CONDUIT ROUTE TO SWITCHBOARD DISCONNECT 1 , \ t` N) PV SYSTEM 90 New Montgomery St, Suite 1500, San Francisco, CA 94105 UTILITY AC Phone '. 41 . DISCONNECT PROJECT SITE: J o ®® J WAL -MART LAKE ELSINORE STORE #2077 31700 GRAPE ST. LAKE ELSINORE, CA 92532 FIELD VERIFY LOCATION DRAPING: EQUIPMENT PLANS & ELEVATIONS BASED ON ALIGNMENT W/ EXISTING SWITCHBOARD K GROUND ROD, SEE DRAWNG NO. INVERTER AND DISCONNECT MOUNTING - ELEVATION EP 601 KEYED NOTE 11. C DISCONNECT TO POCC - ELEVATION B EP401SCALE: NTS SCALE: NTS Blue Oak Energy 2010 ARCH D - 36 "x24" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 2 s 4 n y 1U 14 NOTES: 2 -HOLE PIPE STRAP SIZED ONE f— -61 -58 1. NONE. 114 - 20 x 1" SS BOLT i 1 114" SS SPRING LOCK WASHER I SIZE LARGER THAN CONDUIT, INSERTS INTO DURABLOK OAE FASTEN CONDUIT STRAP Q oo m A 1 1/4" SS STANDARD WASHER I PROVIDE A MINIMUM 1/2" SPACING S TOP FLANGE OF NORTH -SOUTH (N -S) BEAM I A KEYED NOTES: 1 1/4" SS CHANNEL NUT I BETWEEN CONDUIT CLAMP AND 1 I EDGE OF STRUT CHANNEL (TYP) BTT 2jl 1O NONE. I I ROOFTOP SURFACE i CONDUCTOR ENTRY e 2 N 20 1 T 20 611 f UNIRAC NORTH -SOUTH N -S) BEAM COOPER B- LINE'DURABLOK' AND EXIT THROUGH ARRAY STRUCTURE WATERTIGHT HUBS SUPPORT OAE GLANDS ADHERE COOPER B -LINE MALE CONNECTOR FEMALE CONNECTOR 3.5" DURABLOK', OAE, TO PART # PV -KST4 / 611 -UR PART # PV -KBT4 / 611 -UR B ADHERE COOPER SLIP SHEET SHALL NOT BE SLIP SHEET. ADHESIVE MIN NOTES: B B- LINE'DURABLOK', ADHERED TO ROOF TO ALLOW SHALL BE COMPATIBLE OAE, TO SLIP SHEET. FOR NORMAL EXPANSION AND WITH SLIP SHEET AND 1. PART NUMBER SHOWN FOR USE WITH USE -2 #12 AND #10AWG WIRE. REPRESENTATIVE ADHESIVE SHALL BE CONTRACTION OF CONDUITS WEATHER RESISTANT. ROOF SURFACE MULTI-CONTACT2. ARE APPROPRIATE FOR THE TYPE AND SIZEE O CCONDUCTOR. COMBINER BOX COMPATIBLE WITH SLIP 3. SOURCE CIRCUIT HOME RUN CIRCUIT CONDUCTORS SHALL CONNECT SHEET AND WEATHER TO MODULES WITH MC-4 CONNECTORS. RESISTANT. PROVIDE SLIP SHEET UNDER ROOF SURFACE CONDUIT SUPPORT (TYP) 4. INSTALLATION PROCEDURES MUST BE FOLLOWED AS DETAILED BY MUTT- CONTACT -USA. 5. INSTALLERS MUST COMPLETE THE M.C. ONLINE TRAINING COURSE. 6. EACH CONNECTOR SHALL BE CLEARLY MARKED "DO NOT DISCONNECT UNDER LOAD ". 7. INSTALLER SHALL USE APPROPRIATE MULTI - CONTACT -USA TOOLS FOR CRIMPING CONDUCTORS AND ASSEMBLING THE CONNECTORS. COMBINER BOX DETAILS PROVIDE SLIP SHEET UNDER SUPPORT (TYP) ROOFTOP CONDUIT ROOFTOP CONDUIT OVER FLAT ROOF MOUNTING jSCALE: NTS ELEVATION B UNIRAC N -S BEAM C MC -4 CONNECTOR DETAIL D C SCALE: NTS SCALE: NTS SCALE: NTS APPROVED COMBINATION WIND DIRECTION COMBINATION WIND FOR PERM11 ISSUANCE AND ANEMOMETER F DIRECTION AND ANEMOMETER MODULE UNIRAC CLAMP EAST -WEST BEAM SCOTT FAZEKAS & ASSOCIATES INC. TYP) IRRADIATION SENSOR - PLANE OF ARRAY, MOUNTED TO PV MODULE PV MODULE DATE CELL. COMM. UNIRAC MATCH MODULE TILT L" BRACKET l h se plans have been reviewed for adherence to the ANTENNA AMBIENT TEMP. SENSOR EAST -WEST BEAM ap licable codes and ordinance. Authorization is WITH 6-GILL SHIELD LI- COR200 eb ranted to issue a buildinYg g permit pending 12° 18" 1/3 I 1/3 1/3 H ON PLATE 2) SCREW ap roval by all applicable City agencies. WEATHER MIN MIN LXW_ I LXW-1-- D STATION TOP OF PARAPET I BUBBLE D Th issuance or granting a permit based on ENCLOSURE L LEVEL a;> lroval of these plans shall not be construed toshallI / — - -- 1r, mit or approve any violation of the applicable 1I 3/4" EMT CONDUIT TO SCREW c es or ordinance. No permit presumed to give 1 1 II WEATHER STATION u horit to violate or cancel the provisions of suchp SST WIRE STRAPS 1/3 I I II 1/3 ENCLOSURE. CONDUIT LXW t\ LXW SHALL BE DETERMINED o es shall be valid. F // IN THE FIELD. CONDUIT W/ SIGNAL WIRE o CONFIDENTIALITY STATEMENT: RS485 /MODBUS 12 w - - -L -- -- 113 1 113 I 1/3FROMINVERTEROLXWILXWLXW BACK OF MODULE (B.O.M.) L° BRACKET x "xE1" O.D. S.S. PIPE H -- TEMPERATURE SENSOR, 1.5 1.5 10" LI- COR200 E MOUNT TO CENTER REGION OF THIS DRAWING IS THE PROPERTY OF BLUE OAK MODULE AS INDICATED 3/4" CONDUIT PYRANOMETER ENERGY, INC. THIS INFORMATION IS CONFIDENTIAL AND IS TO BE USED ONLY IN CONNECTION WITH 3/4" EMT CONDUIT FROM EAST -WEST BEAM NOTE: ENSURE SENSOR (2) SCREW WORK DESCRIBED BY BLUE OAK ENERGY, INC. NO BOM TEMP SENSOR AND MASONRY ANCHORS AND IS MOUNTED FLUSH TO PART IS TO BE DISCLOSED TO OTHERS WITHOUT IRRADIANCE SENSORS 1" PIPE STRAP (TYP) PLANE OF ARRAY WRITTEN PERMISSION FROM BLUE OAK ENERGY, INC. SIDE VIEW PLAN VIEW IRRADIANCE AND BACK OF MODULE WEATHER STATION MOUNTING DETAIL WEATHER STATION MOUNTING DETAIL TEMPERATURE SENSOR MOUNTING IRRADIANCE SENSOR MOUNTINGLj ELECTRICALSCALE: NTS SCALE: NTS SCALE: NTS n SCALE: NTS OFESS /peRN F ENGINEER: T. Gggt FyFe`o 24" X 36" X 12" PULL E 18 U BOX, NEMA 313 EXP 1 VERTICAL MOUNT o OR GREATER RATING (TYP OF 1) l4lF F CAUFO\ P CONDUIT NIPPLE DATE: 10120/10 THROUGH PARAPET WALL VERTICAL SUPPORT BUSHING WITH PROPERLY SIZED G SUPPORT WEDGE AND G INTEGRATED BONDING BUSHING PER NEC 300.19] E) ROOF STRUCTURE C PLAN CHECK COMMENTS 11 10.20.10 JTG PAINT CONDUIT TO B PLAN CHECK COMMENTS 10.04.10 JTGMATCHBUILDING A PERMIT SET 09.09.10 JTGCOLOR (TYP) REV. N0. DESCRIPTION DATE BY H H CONDUIT THROUGH PARAPET SCALE: NTS BLUE OAK (n(RGV 4614 Second Street, Davis, CA 95618- www.Mueoakenergy.com- Phone: 530.747,2026 I I Oft 90 New Montgomery St., Suite 1500, San Francisco, CA 94105 Phone: 415.284.1905 PROJECT SITE: J J WAL -MART LAKE ELSINORE STORE #2077 31700 GRAPE ST. LAKE ELSINORE, CA 92532 DRAWING: ELECTRICAL DETAILS K K DRAWING N0. EP -501 Blue Oak Energy 2010 ARCH D - 36 "x24" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 v o a y 10 i 12 i3 14 NOTES: REPRESENTATIVE COMBINE BOX B 1. NONE. C TYP TYP A KEYED NOTES: T__ -IF -IF,-, 1F-- -IF - --IF -- - JL T- _J EQUIPMENT GROUNDING NONE. OCONDUCTOR. ROUTE IS U I N 11 11 I 1 REPRESENTATIVE ONLY11iLI1 MODULE CLAMP (TYP) SOLAR MODULE, MODULE LEADS L_ JL__ L-- JL - -JL JL__- L-- JL__..J NOT SHOWN FOR CLARITY (TYP) SOLAR MODULE (TYP) IF f -IF -IF IF -1F -IF -1 JF F JF I BONDING LOCATION TYP) REPRESENTATIVE COMBINER BOX, ACTUAL COMBINER BOX EQUIPMENT GROUNDING CONDUCTOR, USED MAY DIFFER FROM THE B I U ROUTE IS REPRESENTATIVE ONLY, ONE SHOWN HERE CONTRACTOR IS RESPONSIBLE FOR B LL_ JL - _- l_ _ __ JL_ _ - JL JL _ __ _1 _ __ JL - - J - JL _ __ JL _ - JL - - J _ _ J DETERMINING THE BEST ROUTE (TYP) IF- -IF - - -IF - - -IF 1F -I -IF - - - - - - - -if- -IF- - - -T - - -1 N I I I I II U V EAST -WEST BEAM (TYP) o oI I I II II II 1 II II II II I I v L __ JL _ __ _.A_ __ - JL - - JL JL ____ JL _ - JL - - J _ JL JL - - JL -_ - -I _ _ _ 1 E) ROOF TOP GAP BETWEEN NORTH -SOUTH IRREVERSIBLE CRIMPC BEAMS (TYP) PROTECT IN F - IF -- F - - -- t F - -F -- I -- F-- F- - -IF - --1 - --1 CONDUIT IF NEEDED III TYP) CONNECTION TYP C II I I II II Y p N N I II II II II II II I LIU NOTE: THIS DETAIL SHOWS ELECTRICAL BONDING Ar' 'ROVED11HNORTH -SOUTH BEAM LOCATIONS ONLY, PLEASE SEE UNIRAC DETAILS FOR FOR PEPkIIT ISSUANCEL- JL -- _IL - JL JL JL AL JL JL JL (TYP) RACKING ASSEMBLY SCOTT FAZEKASJL__.JL J'_ __ _ ASSOCIATES INC. BY DATE __ These plans have bce nEEN EAST-WEST BEAMS (TYP) reviewed for adheronc1PPIiablecoalsand EQUIPMENT GROUNDING CONDUCTOR EQUIPMENT GROUNDING CONDUCTOR ordinance. Authorization isygrantedto ;slue a building permitapprovalby ROUTING AND BONDING LOCATION DETAIL ROUTING AND BONDING LOCATION DETAIL pendingallapplicableCityagencies. SCALE: NTS B SCALE: NTS D nc issuance or granting Of a ar'proval of these plans shall not be Construed tonitorapproveanyviolationoftheapplicableidesorordinance. UNIRAC LAMINATE ah No permit presumed to givetoviolateorcanceltheCLAMPC, %es shall provisions of suchshallbevalid. CONFIDENTIALITY STATEMENT: SOLAR MODULE E E WEEBL -6.7 THIS DRAWING IS THE PROPERTY OF BLUE OAK GROUNDING CLIP LOCKWASHER ENERGY, INC. THIS INFORMATION IS CONFIDENTIAL AND IS TO BE USED ONLY IN CONNECTION WITH CONTINUOUS SS FLAT UNIRAC WORK DESCRIBED BY BLUE OAK ENERGY, INC. NO BARE SOLID WASHER N -S BEAM PART IS TO BE DISCLOSED TO OTHERS WITHOUT COPPER WIRE LAY -IN LUG 10 -32 CONTINUOUS WRITTEN PERMISSION FROM BLUE OAK ENERGY, INC. TECH SCREW, SEE UNIRAC SS NUT BARE SOLID SPECIFICATIONS FOR COPPER WIRE EXACT SIZE AND TYPE (TYP) 10 -32 ILSCO GBL -4DBT SS BOLT ELECTRICAL QROFESS /pNq! FFLAY -IN GROUND LUG, ILSCO GBL-4DBT F ENGINEER: A C D E F I G H 1 1 2 1 3 1 4 1 5 1 6 I 7 1 8 1 9 1 10 1 11 DC SYSTEM SPECIFICATIONS - USING ABOUND SOLAR AB1 -65 MODULES AC WIRE AND CONDUIT SCHEDULE c - DESCRIPTION OPEN MAX SHORT MAX NOMINAL MINIMUM GROUND MINIMUM CONDUIT SIZE SO, WHAT'S IN THE MINIMUM VOLTAGE DROP AT MAX CB -07 CB -08 ID DESCRIPTION LOCATION CIRCUIT POWER CIRCUIT POWER POWER FUSE MIN. DC WIRE SIZE AND GROUND CONDUIT SO, WHAT'S IN THE ONE -WAY VOLTAGE NOTES 29 29 ID VOLTAGE VOLTAGE CURRENT CURRENT RATING SIZE TYPE D SIZE AND CONDUIT DISTANCE 2 1/0 AWG THWN -2 2EA. 2" EMT 3 HOT & 1 GND 30 VOC) VMP) ISC) IMP) W) 165 157 WIRE TYPE 156 FT) DROP ( %) 279 PV MODULE ABOUND SOLAR ABl -65 A 44.5 35.8 2.15 1.86 65 N/A 12 AWG USE -2 OR RHW -2 12 AWG N/A N/A N/A N/A MODULE INTERCONNECTS AC DISCONNECT TO POCC (PER NEC 240.21(B)(1)) E 316 480, 30, 3W 4/0 AWG THWN -2 2 1 10 AWG THWN -2 1EA. 2 -1/2" RMC 3 HOT & 1 GND 10 0.04% ONDUCTOR SIZED PROVIDED WITH SOLAR TO INVERTER (THWN -2) 1/0 AWG 1 AWG 2/0 AWG 1/0 AWG 1/0 AWG 1/0 AWG ER NEC 250.66 1/0 AWG 1/O AWG 1/0 AWG 2/0 AWG 2/0 AWG 3/0 AWG MODULE. HOME RUN WIRES SOURCE CIRCUIT 12 MODULES PER SERIES STRING B 534 429.6 2.15 1.86 780 4A 10 AWG USE -2 OR RHW -2 12 AWG N/A N/A 100 0.14910 TO BE MADE IN ON SITE OR 4 AWG 6 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG CONDUIT SIZE FROM BY SUPPLIER. WIRE SIZE 32 -POLE COMBINER BOX MAX 29 STRINGS PER COMBINER C 534 429.6 62.35 53.94 22,620 100A 1 -1/2" PREDICATED ON VOLTAGE 1 -1/2" 1 -1/2" 1 -1/2" 1 -1/2" 1 -1/2" 1 -1/2" CONDUIT SIZE FROM PULL BOX DROP. TO INVERTER (EMT) 1 2" 2 -1/2" 2 -1/2" 2 -1/2" 2" PLEASE SEE "DC COMBINER AND CONDUCTOR SCHEDULE" BELOW FOR WIRE SIZE AND VOLTAGE DROP 32 -POLE COMBINER BOX I MAX 14 STRINGS PER COMBINER C 534 429.6 30.10 26.04 10,920 70A AC WIRE AND CONDUIT SCHEDULE c - DESCRIPTION LOCATION MAXIMUMCURRENT PER NOMINAL MINIMUM AC WIRE CONDUCTORS MINIMUM GROUND MINIMUM CONDUIT SIZE SO, WHAT'S IN THE MAX ONE -WAY VOLTAGE DROP AT NOTES CB -07 CB -08 ID PHASE (A) VOLTAGE (VAC) SIZE AND TYPE PER PHASE WIRE SIZE AND TYPE AND TYPE CONDUIT? DISTANCE (FT) MAX DISTANCE ( %) 29 29 29 29 29 29 29 29 29 29 29 STRING NUMBERING 1 -1 1 -28 TEMPERATURE INVERTER PVP- 260KW -LV INVERTER TO AC DISCONNECT D 316 480, 30, 3W 4/0 AWG THWN -2 2 1/0 AWG THWN -2 2EA. 2" EMT 3 HOT & 1 GND 30 0.12% DERATE FOR 37 °C 204 379 351 165 157 272 317 156 338 271 279 384 476 363 TOTAL DC VOLTAGE DROP 1.22% 1.35% 1.61% 1.01% 0.97% 1.57% 1.81% 0.96% 1.92% 1.57% AX. GROUNDING INTERCONNECTION AC DISCONNECT TO POCC (PER NEC 240.21(B)(1)) E 316 480, 30, 3W 4/0 AWG THWN -2 2 1 10 AWG THWN -2 1EA. 2 -1/2" RMC 3 HOT & 1 GND 10 0.04% ONDUCTOR SIZED TO INVERTER (THWN -2) 1/0 AWG 1 AWG 2/0 AWG 1/0 AWG 1/0 AWG 1/0 AWG ER NEC 250.66 IF7 -- - I I I L- - - - - - -- 1 0 0 DISCONNECTING COMBINER BOX p 4A 0 CD ROOF MOUNTED PULL BOX NEMA 3R HORIZONTAL MOUNT IO Ir- -- - - -- - - - - -- - - F- G I I I c I I FROM ADDITIONAL SOURCE CIRCUITS FROM ADDITIONAL COMBINERS A THREE LINE DIAGRAM SCALE: NTS MAIN PULL BOX NEMA 3R VERTICAL MOUNT FUSEDINPUT COMBINER 13EA.100A FUSES 1 EA. 70A FUSE r - - -i --ry -- 4 G V FROM ADDITIONAL PULL BOXES POWER CONDITIONING SYSTEM UL 1741 AND IEEE 1547 CERTIFIED BOM TEMP SENSOR IRRADIANCE SENSOR AMBIENT TEMP SENSOR WIND SPEED /DIRECTION DC COMBINER AND CONDUCTOR SCHEDULE c - PB -01 DC Ac PB -03 PB -04 A A B -1- B CI c JG MO BOM TEMP SENSOR IRRADIANCE SENSOR AMBIENT TEMP SENSOR WIND SPEED /DIRECTION DC COMBINER AND CONDUCTOR SCHEDULE PULL BOX NUMBER PB -01 PB -02 PB -03 PB -04 PB -05 COMBINER BOXES CB -01 CB -02 CB -03 CB -04 CB -05 CB -06 CB -07 CB -08 CB -09 CB -10 CB -11 CB -12 CB -13 CB -14 NUMBER OF STRINGS 29 14 29 29 29 29 29 29 29 29 29 29 29 29 STRING NUMBERING 1 -1 1 -28 2 -1 2 -28 3 -1 3 -28 4-14-28 5-15-28 6 -1 6 -28 7 -1 7 -28 8 -1 8 -28 9 -1 9 -28 10 -1 10 -28 11 -1 11 -28 12 -1 12 -28 13 -1 13 -28 14 -1 14 -28 DIST. FROM CB TO INVERTER 204 379 351 165 157 272 317 156 338 271 279 384 476 363 TOTAL DC VOLTAGE DROP 1.22% 1.35% 1.61% 1.01% 0.97% 1.57% 1.81% 0.96% 1.92% 1.57% 1.61% 1.75% 1.72% 1.66% CONDUCTOR SIZE FROM CB TO INVERTER (THWN -2) 1/0 AWG 1 AWG 2/0 AWG 1/0 AWG 1/0 AWG 1/0 AWG 1/0 AWG 1/0 AWG 1/O AWG 1/0 AWG 2/0 AWG 2/0 AWG 3/0 AWG 2/0 AWG GROUNDING CONDUCTOR SIZE THWN -2 OR BARE; O.A.E.) 4 AWG 6 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG 4 AWG CONDUIT SIZE FROM COMBINER TO PULL BOX (EMT) 1 -1/2" 1 -112" 1 -1/2" 1 -1/2" 1 -1/2" 1 -1/2" 1 -1/2" 1 -1/2" 1 -1/2" 1 -1/2" 1 -1/2" 1 -1/2" 1 -1/2" 1 -1/2" CONDUIT SIZE FROM PULL BOX TO INVERTER (EMT) 1 2" 2 -1/2" 2 -1/2" 2 -1/2" 2" 10 WEATHER STATION ENCLOSURE BY ENERGY RECOMMERCE J NOTE: DISTANCES LISTED ABOVE DO NOT INCLUDE THE SOURCE CIRCUIT HOME -RUNS, THEY ARE FROM COMBINER BOX TO INVERTER. THE TOTAL VOLTAGE DROP, HOWEVER, IS CALCULATED BASED ON THE ENTIRE DC RUN. USE LISTED REDUCING PIN IF NEEDED TO TERMINATE CONDUCTORS IN MECHANICAL LUGS OF COMBINERS OR INVERTER, CHECK WITH E.O.R. PRIOR TO INSTALLATION. K o DC COMBINER AND CONDUCTOR SCHEDULE J SCALE: NTS @ Blue Oak Energy 2010 ARCH D - 36 "x24" _ F12345 6 7 8 11 TO ETHERNET PORT 0 PV SYSTEM UTILITY AC DISCONNECT 400A FUSED VISIBLE AND LOCKABLE EXISTING UTILITY SERVICE TERMINATION RS485 /MODBUS FACILITIES 24VDC CONTINUOUS GROUNDING ELECTRODE CONDUCTOR (GEC) FROM N) ELECTRODE, AT INVERTER, TO (E) ELECTRODE, AT (E) SWITCHBOARD 12 13 14 NOTES: 1. SEE GENERAL NOTES ON DRAWING G -002 & G -003. SYSTEMSUMMARY 2. 260KW PV POWERED INVERTER DIMENSIONS AND WEIGHT HxWxD) 92.5"x98.875"x41.375 ", 4800 Ibs.(TYP OF 1) MODULE MODEL ABOUND SOLAR ABl -65 MODULE STC DC RATING 65W 3. ALL EMT LOCATED OUTDOORS SHALL USE CONDUIT A FITTINGS MARKED "RAINTIGHT" MODULE PTC DC RATING 59.2W MODULES PER SOURCE CIRCUIT 12 4. GROUND TERMINALS TO BE INCLUDED IN ALL ENCLOSURES MAX NO. OF SOURCE CIRCUITS PER 29 KEYED NOTES: OUTPUT CIRCUIT (COMBINER BOX) RACKING SYSTEM MODEL UNIRAC ISYS ROOF MOUNT O SOLAR MODULE: EACH MODULE INCLUDES #12 AWGOUTDOORRATEDQUICKCONNECTSFORMODULE TOTAL MODULE COUNT 4,692 INTERCONNECTION. DO NOT REMOVE THE QUICK TOTAL STC -DC SYSTEM SIZE 304,98OW CONNECTS, OTHERWISE THE MODULE WARRANTY AND THE UL LISTING MAY BE INVALIDATED. TOTAL CEC -AC SYSTEM SIZE 268,045W INVERTER MODEL NO. PV POWERED PVP260KW -LV B O CONTINUOUS COPPER GROUND SHALL BE USED AS AN EQUIPMENT GROUND TO CONNECT ALL METALLIC INVERTER CEC EFFICIENCY 96.5% COMPONENTS OF THE ARRAY. SITE LATITUDE 33 °39'44" O3 DISCONNECTING COMBINER BOX NEMA 4X ENCLOSURE. ARRAY AZIMUTH 148° RATED @ 600 VDC W/ INTEGRATED DISCONNECT. THIS PRODUCT MUST BE UL LISTED FOR SAFETY. MODULE TILT 20° AMBIENT TEMP: RECORD LOW /HIGH -12'C/46'C O PULL BOX LOCATED ON ROOF TOP FOR CONDUIT CONSOLIDATION. TYPE 3R HORIZONTAL MOUNT 24 "X24 "X8" AMBIENT TEMP: AVERAGE LOW /HIGH WC / 37 °C (WXLXD) OR EQUIVALENT SIZE PER NEC 340.28(A)(2) INTERCONNECTION VOLTAGE 480/277V 3P 4W O PULL BOX LOCATED ON OUTSIDE OF PARAPET WALL INTERCONNECTION OCPD RATING B 400A C ABOVE INVERTER. TYPE 3R VERTICAL MOUNT 36 "X24 "X12" HXWXD) OR EQUIVALENT SIZE PER NEC 340.28(A)(2) INTERCONNECTION TYPE LINE SIDE TAP APPROVED © INVERTER: POWER CONVERSION UNIT (UL1741 LISTED FOR PERIViI 1 ISSUA CE WITH INTEGRAL ANTHSLANDING PROTECTION FEATURES. SCOTT FAZEKAS & ASSO IATES NC. UL1741 LISTING INCLUDES COMPLIANCE WITH IEEE519 FOR POWER QUALITY, IEEE929 FOR INTERCONNECTION SAFETY 5Y DATE AND THE NATIONAL ELECTRICAL CODE). These plans have been reviewed for adher nce tVE:::::IISNTERCONNECTEDCONNECTED WITH THE UTILITYapplicablecodesandordinanceAuthrizati SIBLE,LOCKABLE,FUSEDerebygrantedtoissueabuildinperitpe QUARED CATNO. H365RapprovalbyallapplicableCityagenies. L r-, EXISTING SWITCHBOARD (/ 8) 250OA/480VAC, 3P4W, 65KAIC The issuance or granting of a erDmit basea( n POINT OF COMMON COUPLING (PRIG): THE 00 SYSTEM pproval of these plans shall no be co strued to POWER WILL JOIN THE UTILITY GRID H IS 25CAT D INSIDE 3 ¢ ermit or approve an violation f the 4W MAIN DISTRIBUTION PANEL, WHICH IS LOCATED INSIDE y pplicable THE ELECTRICAL ROOM. THE PV SYSTEM FEEDERS WILL ides or ordinance.1 o permit resum d to give TAP THE BUS LOCATED ON THE LOWER RIGHT HAND ithcrit io wrs,aia c ancel the rovisio is of such COMPARTMENT ON THE MAIN DISTRIBUTION PANEL.SEE xies shall L valid. EP -801, KEYED NOTES. r T T - - UTILITY OWNED I CUSTOMER OWNED I O ALL EQUIPMENT BEYOND THE POINT OF COMMONMETERINGSECTIONIDISTRIBUTIONSECTIONCOUPLINGISCUSTOMEROWNEDANDMAINTAINED. IT IS A I I RECOMMENDED THAT THE CUSTOMER REVIEWS EXISTING B I I ELECTRICAL EQUIPMENT FOR BREAKER COORDINATION, I C I A B C N I LOAD SAFETY AND CODE COMPLIANCE. I N I I I E I I I I I 10. DATA ACQUISITION SYSTEM (DAS): ENERGY RECOMMERCE, 600AF /60OAT I I SIGNAL PROCESSING UNIT(WEATHER STATION ENCLOSURE) MOUNTED ON THE PARAPET ADJACENT TO THE WEATHER STATION. ALL OTHER DAS COMPONENTS I ARE INTERNAL TO THE INVERTER. I I SCE METER NO. I I I I V349N- 010829 600AF/600AT I I L- - - - - -- J . i i 11. 5 /8" DIA. X 10' COPPER CLAD STEEL GROUND ROD. I I I I I I I I I 400AF /400AT 600AF /600AT I I ELECTRICAL OFESS /p F ENGINEER: 1 A W 1 C 1 D 1 E 1 F 1 , 1 K 1 1 2 1 3 1 4 1 5 Blue Oak Energy 2010 ARCH D - 36'x24" 1 2 Designed to meet the unique needs of large -scale installations Abound Solar's AB1- Series offers high - performance, cost - effective modules employing next- generation thin - film solar technology tailored to minimize total cost of electricity generation. High energy to power ratio (kWh / kWp) Better performance in low -light and high- temperature conditions than crystalline silicon Tight power output bins ( +2.5 1 -0 W) Better field performance Eliminates risk of underperformance TruLockTM seal against the elements Enhanced dual moisture/ vapor barrier Increases reliability and module life for long -term installations Lower voltages at given power output Enables longer module strings and lower balance of system costs Fully- automated end -to -end manufacturing based in the USA Reduces manufacturing cost while maximizing reliability Industry leading warranty S year materials and workmanship 25 year power output guarantee for 90% of nominal output during first 10 years and 80% over 25 years Abound Solar•s Collection and Recycling program eliminates recycling costs and residual liability for module owners. Product designed for recyclability Collection and recycling of modules at end -of -life Pre-funded at purchase rarh meM,lr f.an,m. a rvlvrr !u- .rMr(dnrm x Mnom 4h) m dlmu for rrx4i,y t/,m,pM„rc manufadudng and Isolation scribes (pral an the 1200rom din i mmn). Electrical Specifications Performance at STC (10001111/m2, 25 °C, AM 1.5) Product Class Nominal Power [+2.51-OW) Abound Solar, Inc. phone +1.970.619.5340 lI iJ 2695 Rocky Mountain Ave fax +1.970.488.3237 and Suite 100 Loveland, CO 80538 USA email sales®abound.com www.abound.mm 517 Designed to meet the unique needs of large -scale installations Abound Solar's AB1- Series offers high - performance, cost - effective modules employing next- generation thin - film solar technology tailored to minimize total cost of electricity generation. High energy to power ratio (kWh / kWp) Better performance in low -light and high- temperature conditions than crystalline silicon Tight power output bins ( +2.5 1 -0 W) Better field performance Eliminates risk of underperformance TruLockTM seal against the elements Enhanced dual moisture/ vapor barrier Increases reliability and module life for long -term installations Lower voltages at given power output Enables longer module strings and lower balance of system costs Fully- automated end -to -end manufacturing based in the USA Reduces manufacturing cost while maximizing reliability Industry leading warranty S year materials and workmanship 25 year power output guarantee for 90% of nominal output during first 10 years and 80% over 25 years Abound Solar•s Collection and Recycling program eliminates recycling costs and residual liability for module owners. Product designed for recyclability Collection and recycling of modules at end -of -life Pre-funded at purchase rarh meM,lr f.an,m. a rvlvrr !u- .rMr(dnrm x Mnom 4h) m dlmu for rrx4i,y t/,m,pM„rc manufadudng and Isolation scribes (pral an the 1200rom din i mmn). Electrical Specifications Performance at STC (10001111/m2, 25 °C, AM 1.5) Product Class Nominal Power [+2.51-OW) Pvrifil Voltage at P. V,,r.M Current at P. I,,,,(A) Short Circuit Current si Open Circuit Voltage VaM lllll T• V__lllll, 517 ermNe May 24, 2010 Thin -Film AB1 Series Moduleltaic Performance at NOR (8001INI 55eC, AM 1.5) Product Clan ABI-60 ABI -62 AB7-65 Ali ill,'' AILMrWA-Il,NW-ILNWA Nominal Power P.1(W) 44.8 47.4 49S lllll T• V__lllll, 517 Voltage at P. V, M 31.5 32.9 ll _lllllll_ 34.3 lllllll,lllllllr- Current at Pr; la,(A) 1.42 1.44 1.47 1.50 1.53 Short Circuit Current IK(A) 1.73 1.73 1.73 1.74 1.74 Open Circuit Voltage VaM 40.0 40.4 40.7 41.0 Performance at NOR (8001INI 55eC, AM 1.5) Product Clan ABI-60 ABI -62 AB7-65 Ali AB7 -70 Nominal Power P.1(W) 44.8 47.4 49S 51.6 517 Voltage at P. V, M 31.5 32.9 33.6 34.3 35.0 Current at Pr; la,(A) 1.42 1.44 1.47 1.50 1.53 Short Circuit Current IK(A) 1.73 1.73 1.73 1.74 1.74 Open Circuit Voltage VaM 40.0 40.4 40.7 41.0 41.3 System Properties (at STC) TruLockTM dual moisture I vapor barier edge seal Unless otherwke Ind cost all ekicVical daractakdrs +00%. Proeundasses re defined by posoveNmig( +2.94" Kardingtom?awredP uMer STC. the aovraryof MS neavrement6t5 %- SpedfintonssulaJectmdeap Wdnamtire No rights can II danved from this produc datasneetand Adwni Vlar, Inc. assume. no III own oval or resulting from fie use of any Info matinn rontaired herein. All details regarding Mound friar's offering indudrgwananly ar s6jeit todc terms aM candimns wt farm In AMii d Sdars agfrowntwO ih untnme¢ BY Maximum System Voltage VmM 1000 Maximum Reverse CUment III 4A Maximum Short Circuit Fuse lu(A) 4A (UL) Thermal Properties (at STC3 Temperature Coefficient of P. C -0.25 Temperature Coefficient of Va C -0.32 Temperature Coefficient of IK i °C +0.05 Certifications UL(1703) -Class C, CE Mark, CEC, Mechanical specifications Length x Width IEC (61646), IEC (61730) -Clasl 1200 mm x 600 mm Weight 12 kg Thickness Front glass 8.1 mm 3.1 mm heat strengthened glass Back glass 3.1 from tempered glass Fame None Cell type Cadmium Telluride (CdTe) Cell orientation Parallel to the 1200 mm dimension Bypass diode Integrated in junction box Cable length 600 mm Connectors Multi- Contact I Encapsulation TruLockTM dual moisture I vapor barier edge seal Unless otherwke Ind cost all ekicVical daractakdrs +00%. Proeundasses re defined by posoveNmig( +2.94" Kardingtom?awredP uMer STC. the aovraryof MS neavrement6t5 %- SpedfintonssulaJectmdeap Wdnamtire No rights can II danved from this produc datasneetand Adwni Vlar, Inc. assume. no III own oval or resulting from fie use of any Info matinn rontaired herein. All details regarding Mound friar's offering indudrgwananly ar s6jeit todc terms aM candimns wt farm In AMii d Sdars agfrowntwO ih untnme¢ 3 IN 4 IN 19 8.1 27 Docr3''09084lo r A; c1li 61111129, 201C 5 as 6 7 8 9 Powered" 10 1 11 1 12 1 13 A NOTES: 1. NONE. KEYED NOTES: 0 NONE. The industry standard for reliability, installability and maintainability e The PVP26OkW raises the bar once again for commericial inverter r reliability, ease of installation and lifetime maintainability, while_ / - delivering best-in-clan 97.0% CEC efficiency. High reliability is / = 1 enabled by market4eading features including busbar power connec- tlom, redundant cooling system, card cage circuit board design and 1 the widest temperature rating of any invefter in its dass. The highly integrated system saves installers time and money by including load break rated AC & DC service disconnects, neutral -free installation, " G Oversized busbar landings and generous cable bending area for top, y bottom and side cable entry options. The PVP26OkW has a standard 295VDC minimum MPPT and an op- ..<- _ '_'°° _ F C tional full power 265VDC minimum MPPT - the lowest MPPT voltage of any commercial inverter in the industry. This low input voltage fi - option enables exceptional stringing capability with all PV module APPROVEDtechnologiesincludingnewthinfilmmodules. The PVP260kW also ,cam - - -- FOR PERMIT ISSUANCEPERFORMANCEsimplifiesperformancemonitoringbyofferinginverter - integrated M 0 N 1 T 0 R I N G solutions from market leaders Fat Spaniel, Draker and Energy SCOTT FAZEKAS & ASSOCIATES INC. Recommence. Additional options from PV Powered include integrated BY DATE - Increase uptime and reduce revenue grade meter and subcombiner monitoring. R These plans have been reviewed for adherence to themaintenancecostswithinverter- applicable codes and ordinance. Authorization isintegratedmonitoringsolutionsPVPoweredbacksallitscommercialinverterswthanindustry-leading hereby granted to issue a buildingfrommarket - leading third parry 10 -ear nationwide warrant and anununprecedented optional 20-year app 9 permit pendingYyPPyeroyalbyallapplicableCityagencies. partners. Each engineered solution warranty, plus the best service and support team in the business. is t deliver thehghes$evelof _ roof mounting . 1 solution / world! D The issuance or granting shall a permit based on safety and reliability With the I N V E R T E R F E A T U R E S approval of these plans shall not be construed to applications, ISYS Roof Mount is a non-penetrating solutionoptionalrevenuegrademeterandSuperiorReliability mounting permit or approve any violation of the applicableodesorordinance. No permit presumed to giveofthesubcombinermonitoring, • Redundant cooling system with Smart AirManagemerri allthority to violate or cancel the provisions of suchPVPoweredoffersunprecedentedaLowpartscountreducespotentialfailurepointsmostcost-effective solutions on the market Ludes Shall be valid. choice and convenience. • Engineered busbar power connections The configurable r .. . r degree module tilt and best of a Card cage circuit board system minimizes eletronic interconnections ballast blocks or concrete - the patented ISYS System provides all of the weight necessary toDECK WAN-&* RGT RBCOA761EIICE • r r load a roof. Exceptional Inndsiside entry CONFIDENTIALITY STATEMENT: Top, bottom and side entry with generous bending area and oversized busbar landings camR n • Large DC sub - combiner compartment with multiple fuse options Division, Full power output at 265 VDC enables more PV array design options E THIS DRAWING IS THE PROPERTY OF BLUE OAK Exterior mounting flanges for fast and easy anchoring with no pre - drilling field support e ENERGY, INC. THIS INFORMATION IS CONFIDENTIAL 20720 Brinson Boulevard Po Box 7348 AND IS TO BE USED ONLY IN CONNECTION WITH Y WORK DESCRIBED BY BLUE OAK ENERGY, INC. NOarwr..•.d pd„ Easy to Maintain u•;wyV,.e Bend, OR 97708 a All maintenance and service via front access PART IS TO BE DISCLOSED TO OTHERS WITHOUT ae ralyrnhaaar. a41 x»ewAaai,a,An rd 1- 541 - 312 -3832 • Fast change circuit board system shortens service time WRITTEN PERMISSION FROM BLUE OAK ENERGY, INC. tr °r WWW.PVPOWERED.COM I • Load break rated AC and DC service disconnects 02010 PV Powered DIMENSIONS I d' P I KLQWiC ] 2 Kowa awoV1, K Y / 1• rr aaw.c Z15 complete design documentation including wismk calculations overtone upon request) ELECTRICAL SPECIFICATIONS MODEL 1 ,1 Continuous Outp71 Fawe (i X52 26Ck N Weighted CLC Efficiency l %) 96.5% Maxnrum DC lnpu l Vollap N'OC) 600 DC Peak Power Trading Range TV) 255 SO DC Imp Normal CUren :(AI 1022 AC Nomiwi Vdi nil 480Y AC Operating P.ange fV) 472 928 AC Frequency Range (1 59.3 1 AC Max mum Cantiiuc¢s Cur-ent IA; 316 Starchy tosses 0v) 67 Harmonic Diboll ( %THD) Power Factor >.99 MECHANICAL SPECIFICATIONS MODEL 1 1 Endosuie NEMA4 14 Construalan PawderConed Steed Powder (OanE Steil Mount ng Pad Mount Pad Mourn Weight ii 4,800 4,800 Cooling Faced Conredion Fazed Convellon Temperature Range CC) -30 to 50 -30to 50 Isokman Iransfar¢r Yes Yes O P T I O N S a Complete ange at integrated fused sub-anay combiner • Positive ground from 4 to 2C fuses and from M to 400 AM P5 • Third pam Imagined data monitoring sdudons Fused suhcombines with nalincri : 8 x 200A 16 x IOOA • Prenstathe maintenance program CTa • ntegrated revenue grade meter • 20 -Year encended warranty IAur; AGENCY APPROVALS UL 1141, ILL619, Ib6L929, ILLE1541, FCC Class A tr concluded and radiated 78899 T_ w of i a -r F G 1e i. BLUE ORK En(RGV 4614 Semnd Street, Davis, CA 95618 - www.Nueoakenergy.00m - Phone: 530.747.2026 1 4 t r by solar 90 New Montgomery St., Suite 1500, San Francisco, CA 94105 Phone: 415.284.1905 PROJECT SITE: J WAL -MART LAKE ELSINORE STORE #2077 31700 GRAPE ST. LAKE ELSINORE, CA 92532 DRAWING: EQUIPMENT SPECIFICATIONS K DRAWING NO. E C PLAN CHECK COMMENTS II 10.20.10 JTG B., < PLAN CHECK COMMENTS 10.04.10 JTG A PERMIT SET 09.09.10 JTG iry:,, NO. DESCRIPTION DATE BY BLUE ORK En(RGV 4614 Semnd Street, Davis, CA 95618 - www.Nueoakenergy.00m - Phone: 530.747.2026 1 4 t r by solar 90 New Montgomery St., Suite 1500, San Francisco, CA 94105 Phone: 415.284.1905 PROJECT SITE: J WAL -MART LAKE ELSINORE STORE #2077 31700 GRAPE ST. LAKE ELSINORE, CA 92532 DRAWING: EQUIPMENT SPECIFICATIONS K DRAWING NO. E ri 1 C 0 E F G 2 J K L 4 J 0 i 8 J 1 11 I 13 14 Blue Oak Energy 2010 ARCH D - 36 "x24" 1 F 3 I 5 6 7 8 4 10 11 12 13 ILL NOTES: 1. PLACARDS SHALL BE LOCATED ON THE MAIN SERVICE DISCONNECT AND SHALL CONFORM TO THE FOLLOWING: MARKING CONTENT: CAUTION: SOLAR ELECTRIC A SYSTEM CONNECTED RED BACKGROUND WHITE LETTERING MINIMUM 3/8" LETTER HEIGHT ALL CAPITAL LETTERS ARIAL OR SIMILAR FONT, NON -BOLD REFLECTIVE, WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT WITH UV PROTECTIVE LAMINATE 2. PLACARDS SHALL BE PLACED A MINIMUM OF EVERY 10' ALONG DC CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES, AND JUNCTION BOXES AND SHALL B CONFORM TO THE FOLLOWING: MARKING CONTENT: CAUTION: SOLAR CIRCUIT RED BACKGROUND WHITE LETTERING MINIMUM 3/8" LETTER HEIGHT ALL CAPITAL LETTERS ARIAL OR SIMILAR FONT, NON -BOLD REFLECTIVE, WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENTWITH UV PROTECTIVE LAMINATE 3. ALL OTHER LABELS AND SIGNAGE NOT COVERED IN C NOTES 1 AND 2 ABOVE SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS, OAE: MATERIAL: 0.010 HP12W UV LAMINATE BLACK & COLOR PRINT ON WHITE BACKGROUND 4. ALL LABELS SHALL USE 467MP ADHESIVE,OAE. A`i' OV_ED 5FO LEUW§I OQ}GED AT A ILL APPROVED S OTT FF 7gt +§ B dj LY NAMEPLATE, B LUSTRECAL,PAT[ TI es® pl ns hav 1,_ en reviewed for adherence to the ly - I c d 1d ordinance. Authorization is eby y -rated tl --sue a building permit pending a PI, all applicable City agencies. The iss ance or granting of a permit based on of these plans shall not be construed to I o approve any violation of the applicable des o ordinance. No permit presumed to give thority to vioP- .a or cancel Inc provlslons ul such Lies sh II be valid. CONFIDENTIALITY STATEMENT E F G I THIS DRAWING IS THE PROPERTY OF BLUE OAK ENERGY, INC. THIS INFORMATION IS CONFIDENTIAL AND IS TO BE USED ONLY IN CONNECTION WITH WORK DESCRIBED BY BLUE OAK ENERGY, INC. NO PART IS TO BE DISCLOSED TO OTHERS WITHOUT WRITTEN PERMISSION FROM BLUE OAK ENERGY, INC. ELECTRICAL QROFESS /OyENGINEER: h 9 m E18 A 1 1111 rT r E R1`4 a PFOFC DATE: 10/20/10 STRING COMBINER IDENTIFICATION LABELS TEXT SIZE 3/8" TYP. OF 1 PER COMBINER) I~ 32 ——, FACILITIES WITH UTILITY SERVICES PLAN CHECK COMMENTS II 1" CB -01 JTG B PLAN CHECK COMMENTS AND PV SYSTEMS PLACARD JTG A PERMIT SET 09.09.10 JTG ONE MAP AT EACH UTILITY DESCRIPTION DATE BY MAIN SERVICE DISCONNECT CB-O2 CAUTION a_ MUST BE TALL LETTERING G C B -0 POWER TO THIS BUILDING IS ALSO SUPPLIED MUST BE 1/4" TALL O FROM THE FOLLOWING SOURCES WITH LETTERING O DISCONNECT(S) LOCATED AS SHOWN O COMBINER BOX ID LABELS SCALE: NTS NOT USED C SCALE: NTS NOT USED SCALE: NTS PHOTOVOLTAIC (PV) SOLAR ARRAY ON ROOF 12„ MUST BE 1/8" TALL 1 UIbGUN LUIINLITY LETTERING (TYP.) DISCONNECTING MEANS 1' PV INVERTER AND DISCONNECTING MEANS UTILITY MAIN SERVICE DISCONNECTING MEANS T BE 3/ VWARNING! MUST BE 3/a" WARNINGTALL Npp IDENTIFICATION OF MULTIPLE — MUST BE 1/2" — fl IDENTIFICATION OF MULTIPLE31700GRAPEST., LAKE ELSINORE, CA 92532 TALL TALL LETTERING MAP OF PHOTOVOLTAIC POWER SOURCES <1-- LETTERNGa" 6., SERVICE DISCONNECTS SERVICE DISCONNECTSDISCONNECTINGMEANSMUSTBE1/8" TALL EMERGENCY CONTACT: JAMES WINDSOR, BPSOLAROPERATIONS MANAGER 15011472 -6664 LETTERING (TYP.) 4" GENERATION SYSTEM IS CONNECTED TO THE LINE SIDE OF THE MAIN SERVICE DISCONNECTING MEANS. DISCONNECT ALL Musr BE 1/4" -0 GENERATION SYSTEM IS CONNECTED TO THE LINE SIDE OF THE I TALL LETTERING SOURCES PRIOR TO SERVICING. MAIN SERVICE DISCONNECTING MEANS. DISCONNECT ALL 12.. SOURCES PRIOR TO SERVICING. IDENTIFICATION PLACARD PER NEC 230.2(E) TO BE A SECOND POWER SOURCE IS PRESENT IN THIS EQUIPMENT: PV PLACED ON NEW PV SYSTEM UTILITY AC DISCONNECT SYSTEM DISCONNECT LOCATED ON EAST EXTERIOR WALL OF THE BUILDING IDENTIFICATION PLACARD PER NEC 230.2(E) TO BE PLACED ON EXISTING SWITCHBOARD PLACARD TO BE PLACED ON EXISTING LABELS TO BE PLACED ON EXISTING SWITCHBOARD NEAR MAIN SWITCHBOARD NEAR MAIN SERVICE DISCONNECT SERVICE DISCONNECT AND ON NEW UTILITY AC PV DISCONNECTA - SCALE: NTS C SCALE: NTS STRING COMBINER WARNING LABEL INTERACTIVE SYSTEM POINT OF TYP 1 PER COMBINER) INTERCONNECTION PLACARDS LABELING FOR 400A PV SYSTEM UTILITY AC DISCONNECT TYP 1 PER SWITCH /BREAKER) PHOTOVOLTAIC 5/16" TYP MAIN PV SYSTEM UTILITY 5/16" TYP DC COMBINER BOX AC DISCONNECT WARNING: WARNING: ELECTRIC SHOCK HAZARD. WARNING " TYP ELECTRIC SHOCK HAZARD. DO NOT TOUCH TERMINALS. 1 /4" TYP 16 28 DO NOT TOUCH TERMINALS. 1 /4" TYP TERMINALS ON BOTH THE LINE AND1„ TERMINALS ON BOTH THE LINE AND52 6„ LOAD SIDES MAY BE ENERGIZED IN Arc Flash and Shock Hazard "'TYP LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. Appropriate PPE Required THE OPEN POSITION. SYSTEM CONNECTED TO THE UTILITY PHOTOVOLTAIC POWER SOURCE RATINGS 3/16" TYP SIDE OF THE MAIN CIRCUIT BREAKER NPUTS 6" MAXIMUM OPERATING CURRENT z.69 NPOLE INTERACTIVE SOLAR PV SYSTEM RATINGS 3/16" TYP MAXIMUM SYSTEM VOLTAGE 600 VDC MAXIMUM FUSE SIZE 4A /POLE 1/8" TYP MAX. OPERATING CURRENT 316A /POLE I' OPERATING VUL I AGE 14UU VAC 1/8" TYP 7„ t COMBINER BOX WARNING LABELS r ARC FLASH WARNING LABEL LABELS FOR UTILITY PV AC DISCONNECT SWITCH NOT USED v L ISCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS b e, 3 a m 4 4 i 3 ) h: e3 n t 4 t S t W,e Y c 3 3 f r: ti 4 r, 11 ' Txyn k {,.ti EU 1 C 2 1 3 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 NET METERING APPLICATION GENERATOR CALCULATIONS MODULE ABOUND SOLAR AB1 -65 MODULE STC POWER 65W MODULE CEC POWER 59.2W MODULE TILT 200 ARRAY AZIMUTH 1800 PROTECTED AND UNPROTECTED CONDUCTORS WITHIN GENERATOR 1 (INVERTER) GENERATOR MANUFACTURER PV POWERED GENERATOR MODEL PVP260KW -LV GENERATOR CEC EFFICIENCY 96.5% NUMBER OF MODULES PER GENERATOR 4,692 GROSS NAMEPLATE RATING 4,692 PANELS) X (65W)/ (1000) = 304.98KW NET NAMEPLATE RATING 4,692 PANELS) X (59.2W) X (96.5 %) / (1000)= 268.OKW NUMBER OF SOURCE CIRCUITS 391 SOURCE CIRCUIT COMBINERS 13EA. 29 -POLE & 1EA. 14 -POLE NOTES JTG QSOURCE CIRCUIT Q DISCONNECTING COMBINER BOX N =12 MODULES WIRED IN SERIES I UL 1741 LISTED, NEMA 4X 60OVDC TYPE KLKD FUSES AND I INTEGRATED DC DISCONNECT I I D I I I I I I I I I I o 4A Er LJ 1 I O I I I I I I I I E I I I I I I I I I I I I I I I I I I I I F I I I I I I I I I I I I I I I I I I I G rA-) SINGLE LINE QIAGRAM j SCALE: NTS I I 1 H J I K CONDUIT ENTRY FOR PV LINE TAP UTILITY PULL SECTION I I I I I I I POWER CONDITIONING SYSTEM: PV POWERED UL 1741 AND IEEE 1547 CERTIFIED INVERTER INCLUDES: INTEGRATED FUSED INPUT COMBINER VENT I VENT COVERS I COVERS OMETER 60OAF /600AT O BLANK UTILITY PULL SECTION D D 600AF/600AT TEST BLOCK VENT COVERS UTILITY PULL SECTION III I 400AF /40OAT I III 60OAF /60OAT 60OAF /60OAT 200AF /175AT UTILITY PULL SECTION VENT VENT VENT VENT COVERS COVERS COVERS I COVERS INTERCONNECTION LOCATION - FRONT ELEVATION SINGLE -LINE DIAGRAM SYMBOLS I I I I I I I I I SOURCE CIRCUIT CONTACTOR FUSE DISCONNECT BREAKER I 171 400 175 i FUSED, NEMA 3R ppI /H\ SQUARE -D H365R I WEATHER STATION WEATHER MONITORING EQUIPMENT AND ENCLOSURE F_.- PV SYSTEM 4 Oa SCE METER V349N- 010829 UTILITY AC DISCONNECT I 400A, 60OV, VISIBLE, LOCKABLE, I 400 175 i FUSED, NEMA 3R ppI /H\ SQUARE -D H365R I RECOMMENDED INTERCONNECTION kTION. CONTRACTOR VERIFY IN FIELD. ENVIRONMENTAL SENSORS I I I I I INTERCONNECTION LOCATION - PHOTO OF EXISTING SWITCHBOARD INVERTER TRANSFORMER METER 480V O STRING COMBINER XA O POINT OF COMMON COUPLING EXISTING SWITCHBOARD EATON CUTLER - HAMMER, TYPE ES 480Y/277, 3P4W, 2500A, 65kA RMS UTILITY UTILITY CUSTOMER UNDERGROUND METER DISTRIBUTION PULL SECTION SECTION SECTION FROM SCE Y SERVICE I I I I I I I I I I I I I I POCC PER I NEC 690.64 I 1 2 I I I I I I I I I I J SCALE: NTS SCALE: NTS Blue Oak Energy 2010 ARCH D - 36 "x24" ® 1. PV SYSTEM UTILITY AC DISCONNECT CHANGED FROM 800A TO 400A 1 2 3 4 5 6 7 S 9 10 11 12 13 14 NOTES: 1. NONE. A KEYED NOTES: Oa SCE METER V349N- 010829 O LINE SIDE BUS TAP: CONTRACTOR SHALL TAP BUS IN A 600 600 600 MANNER THAT IS CONSISTENT WITH THE REQUIREMENTS 400 175 i OF THE NATIONAL ELECTRIC CODE AND UL. 2O CONTRACTOR SHALL PROVIDE BARRIER BETWEEN FROM SCE Y SERVICE I I I I I I I I I I I I I I POCC PER I NEC 690.64 I 1 2 I I I I I I I I I I J SCALE: NTS SCALE: NTS Blue Oak Energy 2010 ARCH D - 36 "x24" ® 1. PV SYSTEM UTILITY AC DISCONNECT CHANGED FROM 800A TO 400A 1 2 3 4 5 6 7 S 9 10 11 12 13 14 NOTES: 1. NONE. A KEYED NOTES: O LINE SIDE BUS TAP: CONTRACTOR SHALL TAP BUS IN A MANNER THAT IS CONSISTENT WITH THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE AND UL. 2O CONTRACTOR SHALL PROVIDE BARRIER BETWEEN PROTECTED AND UNPROTECTED CONDUCTORS WITHIN THE EXISTING SWITCHBOARD. r Le A E F r, I APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES INC. BY DATE These plans have been reviewed for adherence to the applirable codes and ordinance. Authorization isherebygrantedtoissueabuildingpermitpendingapprovalbyallapplicableCityagencies. The issuance or granting of a permit based on approval of these plans shall not be construed to Permit or approve any violation of the applicable codes or ordinance. No permit presumed to giveauthoritytoviolateorcanceltheprovisionsofsuchcodesshallbevalid. CONFIDENTIALITY STATEMENT: THIS DRAWING IS THE PROPERTY OF BLUE OAK ENERGY, INC. THIS INFORMATION IS CONFIDENTIAL AND IS TO BE USED ONLY IN CONNECTION WITH WORK DESCRIBED BY BLUE OAK ENERGY, INC. NO PART IS TO BE DISCLOSED TO OTHERS WITHOUT WRITTEN PERMISSION FROM BLUE OAK ENERGY, INC. BLUE ORK En(RGV 4614 Second Street, Davis, CA 95618 - www.blueoakeneigy.com -Phone: 530.747.2026 J 44 0 itj.xM / "W by solar Oft 90 New Montgomery St., Suits 1500, San Francisco, CA 94105 Phone: 415.284.1905 PROJECT SHE J WAL -MART LAKE ELSINORE STORE #2077 31700 GRAPE ST. LAKE ELSINORE, CA 92532 DRAMNG: SINGLE -LINE K ELECTRICAL WIRING DIAGRAM DRA%MNG NO. EP-801 C PLAN CHECK COMMENTS II 10.20.10 JTG B PLAN CHECK COMMENTS 10.04.10 JTG A PERMIT SET 09.09.10 JTG REV. NO. DESCRIPTION DATE BY BLUE ORK En(RGV 4614 Second Street, Davis, CA 95618 - www.blueoakeneigy.com -Phone: 530.747.2026 J 44 0 itj.xM / "W by solar Oft 90 New Montgomery St., Suits 1500, San Francisco, CA 94105 Phone: 415.284.1905 PROJECT SHE J WAL -MART LAKE ELSINORE STORE #2077 31700 GRAPE ST. LAKE ELSINORE, CA 92532 DRAMNG: SINGLE -LINE K ELECTRICAL WIRING DIAGRAM DRA%MNG NO. EP-801 i o. tarrrwvw FOR PERMIT ISSUANCE SCOTT FA KAS.& ASSOCIATES INC. BY — DATE These pfains have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue ea building permit pending approval by all applicable City agencies. The issuance or approval of these I permit or approve codes or ordinancelp No erm authority to violate b . an codes shall be valid. 0 0 0 N011SING S IG i STRUCTURAL CALL , LATIONS1- 3() For the C E S i L 111NI-113d Solar Array Anchorage For. BP Solar - Walmart' Lake Elsinore Lake Elsinore, .CA Project No. 1 2009- 015.25 Prepared by nur m. wESrrRM1iANN S 003097 Interactive {r' , 9 -30 -11 Structural Engineers . srttuctuwaI 117 Park Place ' Or cs Point Richmond, CA 94801 Phone (510j 2367743 5 September. 2010 DISCLAIMER: Structural design of this project by the undersigned was limited to the specific members and details shown in the calculations. Interactive Resources and the undersigned will accept no responsibility for. any work not recorded in these calculations. Lip to p p 111111111111111111111111 p nil IIIIIIIIIIIIII III 111/311111 1111/31111 IIIIOI 1 11111 1111 p lilt 1101111111111111111 It1111111111 11713111 11 ©111 II I II11111ll llllllll 11411 ©1111 1 © IfilIIpl IIIl NM, 1 141 t 111111111111111 ©III 111111111111111111111111 111111111111 ®. . p I1li1111 111111111111111111111111 Intl 6 1 111 /p 1(111 O 11N1111111111111 ©111111111 ©III It 1 12 11 111111111111111111111111 1 © 0 © © 1 1 MI 11111/11 ® 111111111111111111111111 14 1 11 111111111111111111111111 111111111111 11111 111111I111111111111 I '© m t III IIm1111= 11113111111119111111111, m IIiIIIIJIU. 1 1 © it tl11111111111111t1111111 p lilt11111111111111111111111111111111111111111111 11uunnn4u11111111 m © HIM 11111111 131114 119.111 1 Him ilia I nun ©1111 ©uu m © MIIII n uumnw 111111111111141 n 111111 Illtllll IU1114 Inv1. 1111 1 .IIN I M XI X 14 1 MI 11 nu p m uuM wnu nMwIII III muXnnmXmm umulwnwumnnuummmmmnn uw ©uIVI II ® X111811m 111 1 © u1 © m1 nw ©mnu1m111 1111 I1m. 11Xn1 © ID11111 ® 1 = ©In IIII11111111111I11111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111 .IIIIIXI1111111 111/1111 11111111 11/11111011111/11 t11"oil IRWI1 p 11113111 11131111 11111 111011 111111/1 111111111111 © 1111111111111111111111111 11113101111 1 Is 11111111 11101111 ® ® Q uw u111 l ® 11111. ®111 1 m nw uu1111 n w 111111111111 1 1 11111III1111 11/11111 Ill ltl ll 1111 ll ll 111 IIIII 111111111111 © Itl ©11 111 ©11 11111' ©1111111111 ©1111 111111111111 111 ©11 © 11111111 © IN 11111111111111111111111111111111 111/111111 ® ® 111..111111111111111 1111i111 11111111 1 IIIM IIIQ11.111111111111 11101 111 ©11 11111111 11111111 © © 11111111 11111111 1111111/ © 111© 11ITS III ©11t Q ® 1 m I 1111X1 1111m 111 ® ® pull 111111111111 W R® ININn 1111 IIt11 m ® 1 ® 1 1111 1111 11111 111111111111 11111...1111 1I1111111111 © 1111111 IIIII 111111111111 1UIIli1 1111...11111111111111111 0 U 111111111111 111 ©111 111111111111111111111111 11111111 I m C = Corner Wind Pressure LE = Leading Edge Wind Pressure E = Edge Wind Pressure I = Interior Wind Pressure TE = Trailing Edge Wind Pressure Design Criteria Roof Framing Roof Live Load Live Load at Solar Modules Roof Dead Load Built -up Roof 3/4" Plywood Insulation 2x Sub - Purlins Steel Joists at 8' -0" ox. Joist Girders Acoustical Tile Ceiling Mech/Elec/Misc 20 psf Slope 1/4:12 Reducible 10 ( Special roof load, greenhouse) 4.0 psf 2.3 2.5 0.6 1.2 1.0 1.5 1.9 15.0 psf Re -roof over Exist. 0.4 1" ISO Board 0.2 15.6 psf USE 16 psf Existing Exterior Walls DL 8" CMU Grouted j24: O.C. 70 Parapet Height — 5.0 ft Solar Array Dead Load No. Modules 4692 Abound ABI Tid- angle- 20` Area per Module 7.8 sf Array Area = 36598 Plan area = 54531 sf Wt. per Module 26.4 # DL = 123869 + array support framing Wt. of Mounting System - 62920 # Array DL - 3A psf [= (DL +Wt. of Mounting System) /Plan Area] Gravity Load Check Roof Existing Roof Area - No Panels - 4692 110,580 sf (per original construction documents) E) D +L = 3,936,648 E) D +L+ array = 3,578,127 Change in load on deck 31578,127 1 = _0.09 Ok3,936,648 Ok E) D+L = 35.6 psf _ 29.0 E) D +L+ array = 29.0 psf 35.6 1 = -0.19 Ok INTERACTIVE x a e o o t c e e j 4PCJ'1RECNM . PIANNINO. ENpINEEWNa Structural Englneere 117 Park Place Point Richmond, CA 04001 510.236.7435 510.232.5325 (FAX) Wol —Pdart #2077 — Lake Elsinore, CA Solar Array Anchorage 2009- 015 -25 ShcrDesi, - IAA M, Criteria f0° 2009- 015.25. PMW puee 9/02/10 of Seismic Load Check High Roof E)DL= 2,357,333 A 2544122 1 = 0.079 See also seismic /wind analysisDL + array = 2,544,122 2357333 p. Fof Trib Wall DL = 70 psf*min(380, 291') *2 *(20.96/2 +5.04' Parapet) Above (E) DL excludes (E) roof top HVAC equipment - A is therefore conservative Wind Loads Basic Wind Speed = 85 mph Exposure - B (ASCE 7 -05 Section 6.5.6.2) h = 20.96' Flr- to -Flr = 20.96' Wind design in accordance with the provisions of ASCE 7 -05 1004015 -25 Solw Deuan-I xls Dsan Criteria INTERACTIVE Wal—Mart , #2077 — Lake Elsinore, CA jo62009- s Solar Array Anchorage 015.25 rev. description date 6y drown page ARMUVCTIRP • PIANNINa •ENGINEERING P HW Str,c ml Engineers 117 Park Place scale Point Richmond, CA 94801 610.236.7435 610.232.5325 (FAX) date 9/0 8/10 of COO abound" Each module features a while ban ode (shown at bottom left) to allow for tracking throughout manufanmin9 and isalation scribes ((parallel to the 1200mm dimension). Abound Solar, Inc. phone +1.970,619.5340 2695 Rocky Mountain Ave fax +1.970.488.3237 Suite 100 email sales ®abound.com Loveland, CO 80538 USA www.abound.com Designed to meet the unique needs of large -scale installations Abound Solar's A131- Series offers high - performance, cost - effective modules employing next - generation thin - film solar technology tailored to minimize total cost of electricity generation. High energy to power ratio (kWh / kWp) Better performance in low -light and high- temperature conditions than crystalline silicon Tight power output bins l / -0 W) Better field performance Eliminates risk of underperformance TruLockTM1 seal against the elements Enhanced dual moisture / vapor barrier Increases reliability and module life for long -term installations Lower voltages at given power output Enables longer module strings and lower balance of system costs Fully- automated end -to -end manufacturing based in the USA Reduces manufacturing cost while maximizing reliability Industry leading warranty 5 year materials and workmanship 25 year power output guarantee for 90% of nominal output during first 10 years and 80% over 25 years Abound Solar's Collection and Recycling program eliminates recycling costs and residual liability for module owners. Product designed for recyclability Collection and recycling of modules at end -of -life Pre - funded at purchase 0003109084 Rev A; Effective March 29, 2010 H1 0 ' oOd in -Film tovoltaic AB Series ule Electrical Specifications Performance at STC (1000W /m', 25 °C, AM 1.5) Product Class ABl -60 AB1 -62 AB1 -65 ABI -67 ABI -70 Nominal Power ( +2.5 / -OW) Praie(W) 60.0 62.5 65.0 67.5 70.0 Voltage at Pnair VMie(V) 34.2 35.0 35.8 36.5 37.3 Current at PNfe IMm(A) 1.78 1.82 1.86 1.89 1.93 Short Circuit Current Isc(A) 2.14 2.14 2.15 2 1S 2.16 Open Circuit Voltage Voc(V) 44.0 44.2 44.5 44 7 45.0 Performance at NOR (800W /ri 45 °C, AM 1.5) Product Class AB1 -60 AB 1-62 AB1 -65 AD 1-67 AB1 -70 49.5NominalPowerP."(W) 44.8 47.4 34.3 35.0 1.47 Voltage at Pwei VMie(V) 31.5 32.9 Current at Fail IMVe(A) 1.42 1.44 Short Circuit Current Isc(A) 1.73 1.73 Open Circuit Voltage Vac(V) 40.0 40.4 stem Properties (at STC) Maximum System Voltage Vsrs(V) 1000 Maximum Reverse Current Ia(A) 4A Maximum Short Circuit Fuse Icn(A) 4A (UL) Thermal Properties (at STQ Temperature Coefficient of Parr, - oC -0.25 Temperature Coefficient of Vac C -0.32 Temperature Coefficient of I,c C +0.05 Cartifications UL (1703) -Class C, CE Mark, CEC, IEC (61646), IEC (61730) - Class A mechanical Specifications Length x Width 1200 mm x 600 mm 12 kgWeight Thickness 8.1 mm Front glass 3.1 mm heat strengthened glass Back glass 3.1 mm tempered glass Frame None Cell type Cadmium Telluride (CdTe) Cell orientation Parallel to the 1200 mm dimension Bypass diode Integrated injunction box Cable length 600 mm Connectors Multi- Contact MC4 Encapsulation TruLockl- dual moisture /vapor barrier edge seal Unless ahenvne indicated, all electrical characonstics r1 10 %. Product laves are defined by positive binning ( +2.51 -OW) acccrding to measured P under STC. The accuracy of this measurement is x5 %. Specifications subject to change withoa notice No Highs can be derived ham dib product datasheet and Abound Solar, Inc assumes no liability connected to or reciting from the use of any information contained herein. All details regarding Abound Solar's offering inducing Warranty are subject to the terms and conditions set forth in Abound Solar s agreement with its customers 49.5 51.6 53.7 33.6 34.3 35.0 1.47 1.50 1.53 1.73 1.74 1.74 40.7 41.0 41.3 , J C M 6 1200 74 f~- 600 19 8.1 27 - 0.4 / +O.Smm DocU31090e4 Rev A; eHecti+e March 29, 2010 Seismic (IBC / ASCE 7) Seismic Design Category - D (CBC 1613.5.6 & ASCE 7 -05, Sect. 11.6) Building Category - Il (ASCE 7 -05 Table 1 -1) Seismic Importance Factor, l - 1.00 (ASCE 7 -05 Table 11.5 -1) Soil Site Class - D (ASCE 7 -05 Chapter 20) S 1.518 Si = 0.600 } See next Page SNIs = F" Ss = 1.518 SMl =F„SI= 0.900 SDS = 2/3 SNIs = 1.012 SDI = 2/3 SMI = 0.600 Fa = I F,= 1.5 To = 0.2 SDI /SDS = 0.119 Ts = SDI /SDS = 0.593 for T < To, So = SDs (0.4 + 0.6 T /To) . for To < T < Ts, S. = SDS for T,.< T, Se = SDI /T Site Location ASCE Eq. 12.8 -7) Latitude 33° 39' 44.03" N Longitude 1176 17 39.72" W T = C, h °" = 020 ASCE Eq. 12.8 -7) C,= 0.020 ASCE Table 12.8 -2) h" = 20.96 description x = 0.75 ASCE Table 12.8 -2) Component Force ASCE Section 13.3. 1) ASCE Eq. 13.3 -1 FP ° 0,4 R an 9lW° o a ° I + 2 h = 0.486 Wp Controls z= h h = roof elev. ASCE Eq. 13.3 -2 FP max = 1.6 SDs Ip Wp = 1.619 Wp ASCE Eq. 133 -3 FP min = 0.3 SDS Ip Wp = 0.304 Wp scale R„ = 2.5 WP =40# FP =19# for ASD, USE 0.7 *FP =14# d0 {e 9/08/1 D 2009 - 015 -25 S°hr Design -I As, ASCE Seis INTERACTIVE Wal —Mart .#2077 — Lake Elsinore, CA Solar Array Anchorage job 2009- 015.25169aVyeIa MLHIrECfI)PE • P4NNINp • EryCIIHEEPoN3 rev. description date by drawn 0 ¢ WI Y page t171 Dural Engina¢rs tt Park Place 510 R .7435 d, CA 04801510.235.]335 510.232.5325 (FA)) J of f scale d0 {e 9/08/1 D Conterminous 48 States 2005 ASCE 7 Standard / 2007 California Building Code Latitude = 33.662 Longitude = - 117.294 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.009999999776482582 deg grid spacing Period Sa sec) (g) 0.2 1.518 (Ss, Site Class B) 1.0 0.600 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard / 2007 California Building Code Latitude = 33.662 Longitude = - 117.294 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SMI =FvxSl Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa sec) (g) 0.2 1.518 (SMs, Site Class D) 1.0 0:900 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard / 2007 California Building Code Latitude = 33.662 Longitude = -117.294 Design Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SDI = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa sec) (g) 0.2 1.012 (SDs, Site Class D) 1.0 0.600 (SDI, Site Class D) Wal -Mart —Lake Elsinore Reference: "USGS Seismic Hazard Curves and Uniform Hazard Response Spectra ", NSHMP- HazardApp.jar application INTERACTIVE L B i 0 0 1 4 6 MCHRECNpE. PUNWNa.FNGINQEpING Structural Engineers 117 Park Place Point Rlcllmond. CA 94801 510.236-7435 510.232.5325 (FAX) Wal —Mari #2077 — I -ake Elsinore, CA Solar Array Anchorage 1002009— 015.25 page 9 ;9 0: /y 0 4of Anchor loads via Unirac Analysis See Calculations by Sierra Consulting Structural Enigneers Worst Case Loadings 1 V = 270 lb T = 63 lb 2 V = 163 lb T = 156 lb 3 V = 329 lb T = 0 lb V = 325 lb T = 29 lb See page of Afar FastFoot anchorage calculations INTERACTIVE Wal —Mart #2077 — Lake Elsinore, CA job 2009— Solar Array Anchorage 015.25Ant0ayCHe rev. description date by drawn page MGHRELTI)PE. PLWNINp.ENOINEEPINa PMW ruStctural Engineers 117 Park Place scale Point Richmond. CA 94801 510.236.7935 510.232.5325 (FAX) Adale S Cti /1 D 01` co O O JQ O W O p STAND OFF Cf 6 8- #14 X 1.5 OR #14 X 2" WOOD SCREWS 1/8" STEEL BASE PLATE SC -E 1)ETAfL (o F-oK P.,', c'TioN I-OC -T (nn) 3 FASTFOOT CONNECTION -PLAIN DETAIL c7 EQUAL EQUAL 2" 1 2 J OO J O W STAND OFF Cf 6 8- #14 X 1.5 OR #14 X 2" WOOD SCREWS 1/8" STEEL BASE PLATE SC -E 1)ETAfL (o F-oK P.,', c'TioN I-OC -T (nn) 3 FASTFOOT CONNECTION -PLAIN DETAIL c7 ROOF FLASHING BY OTHERS E) ROOF INSULATION WHERE OCCURS. VIF E) ROOF PLYWOOD E) FRAMING vpt- I T OF FASTFOOT sHERR pRA IV P.T. BLOCKING -DEPTH AS REQUIRED TO WATCH (E) INSULATION THICKNESS 33/8 NOTES: 1. ARRAY NOT SHOWN FOR CLARITY 2. ROOF FLASHING BY OTHERS, NOT SHOWN Liku owe A SCALE: 3 " =1 -0" oua Ob;`jk Anchor Arm Interaction - Anchor Arm to Plywood Max Bending Mom on Plate = Fb S = 5.5 (1 /8)'/6 * 0.75 * 36 = 0.39 "k 3 (2.25) TI + 2 (0) 1 = 6.8 TI Where: T, = 0/3.5 TI h = 1.00" V T v tl I Ctl 2.1 Zia 0 905 0 113 90.0 113.1 113.2 20 853 3 88.7 113.1 113.2 40 30 2 5 113 1-13 87.5 113.3 113.3 60 750 8 113 86.2 113.4 113.4 80 699 10 113 85.0 113.7 1133 100 646 13 113 83.7 113.8 113.9 120 595 15 113 82.5 114.3 114.3 140 544 18 113 81.2 114.7 114.7 160 492 20 113 80.0 115.1 115.1 180 441 23 113 78.8 115.7 115.7 200 389 25 113 77.6 116.2 116.2 220 338 28 114 76.4 116.8 116.9 240 287 30 114 75.2 117.5 117.5 260 236 33 - 114 74.1 18.3 1183 280 184 35 114 72.9 119.0 119.1 300 132 38 114 71.7 119.7 119.9 320 81 40 114 70.6 120.7 120.8 340 30 43 114 69.5 121.6 1217 352 0 44 114 68.9 122.3 122.2 14 x 1.5" Wood Screws Allowable Loads T.= 2263#/2.5/8 screws= 113 (Allowable loads per ABEngineering LLC testing Va = 5300# 12.5 / 8 screws = 265 w/ CDX Plywood & Factor of Sa£ety =2.5) n INTERACTIVE I I B e U e l r MCNRELT1pE. PUNWNe.ENOINEFAINp Structural Engineers 117 Park Place Point Richmond. CA 94801 510.2M7435 610.232.5325 (FA)) Wal -Marl, #2077 - Lake Elsinore, CA Solar Array Anchorage date jo0 2009- 015.25 page 9/08/10 , of Check (E) Framing E) D +L = 2414054 +110580 *20 psf= 4,625,654 E) D+L+ array = 2414054+1105 80* 10 psf +6385 *3281= 3,761,271 Q_ 3,761,271 _ 1,= _0.187 Ok4,625,654 — Change in load on deck E) D +L = 35.6 psf E) D +L+ array = 28.9 psf Racking Point Loads for Unirac System No. Modules per Support – 3.2 P = 3.2 * (26.4 +13.41) = 127 Check (E) Frmg. Ck. (E) 2x4 @ 24" o.c. Jsts. P1 I I P1 L = S.00' R1 R2 28.9 1 = 35.6 -0.19 Ok Critical loading occurs with N/S array axis parallel to sub- purlins Support Spcg - 82.0" P1 = 127 w = (15.6 + 10) * 2 ft = 51.2 (Conservative -includes wt. RI = R2 = 268 (PI at centerline of Sub- purliu) of Purlins and Girders) R max occurs with 2 -Pl egaully spaced = 331.8 M = 664 (= wL2 /8 + PL /4) Per (E) Construction Documents, (E) Frmg spec'd as DF -L No. 2 V allow= 417 Mallow'– 818 See next page E) Sub - Purlins are Ok Check allowable positive wind force (down load) Mollow – 655* 1750 psi / 1500 psi * 1.33 = 1019 Where 1750 psi = specified allowable bending stress per "as- built" plans P ... i,,, – lKii— - Ma_d1 *4/L -- 260 # By inspection allowable uplift load > M *4/L (where M,iod = M, i.e. net moment = 0) = 332 # 2009- 015 -25 Solar Design -I xh, (E) Frmg Eva] INTERACTIVE A B a 0° 1 a H MCMrtECrtIPE. arTNNlup. E 111 Goal. structural Engineers 117 Park Place Point Richmond, CA 94801 510.236.7435 510.232.5325 (FAX) Wal —Mart #2077 — Lake Elsinore, CA Solar Array Anchorage ob 2009- 015.25 PMW Gage 3 9/08/10 , . of Wood Framing Member Allowable Loads Beam Size - 2x4 DF -L Set Str b= 1.50" A= 5.25 in' Allowable Shear d = 3.50" S, = 3.06 in 3 F'„ = Fv * CD * CM (Fv) h = 536 in' Vanow. = F' * A / 1.5 F„ = 95 psi Adjustment Factors Fb = 1500 psi Wet Service, CM E = 1900000 psi Fb - 0.85 F„ - 0.97 Beam Span - 8.00' E - 0.90 Size Factor; CF - 1.50 Repetetive Member, Cr - 1.15 Load CD CM F', Vail.. Floor 1.00 No 95 333 # Yes 92 322 # Roof LL 1.25 No 119 417 # Yes 115 403 # Snow 1 15 No 109 382 # Yes 106 371 # Allowable Flexural Loads Note: Fb specified = 1750 psi, ; Form Factor Cr - 1.00greaterthan1500used, design ; M = F'b * S ;is conservative F'b=Fb * CD * CM * C,* (Cv or CL) a CF* C, 3 INTERACTIVE x e a o v i c H a MLMrrECNPE • VNNIIING. ENGINEEPoNG 117 Paragineare t /] Park k Place Point Rk,hmocA. CA 04801 510238.7435 510.232.5925 (FA)O Wal -Mart #2077 - Lake Elsinore, CA Solar Array Anchorage v_loatls.xis b 2009- 015.25. PAW 9/08/10 JG Of tI Load Floor Roof LL Snow CD = 1.00 C, = 1.00 CD = 1.25 C, = 1.00 CD = 1.15 C, = 1.00LaKLCv C, CM CL F''b M CL Pb M CL F'b M No No 0.99 2237 570 0.993 2792 712 0.993 2570 655 Yes 0.99 1902 485 0.993 2374 605 0.994 2186 557I1.00 N/a Yes No 0.99 2570 655 0.991 3207 818 0.992 2952 753 Yes 0.99 2186 557 0.992 2727 695 0.993 2511 640 No No 0.99 2221 566 0.983 2765 705 0.985 2548 650 Yes 0.99 1890 482 0.984 2353 600 0.986 2168 55321.00 N/a Yes No 0.98 2548 650 0.98 3169 808 0.982 2922 745 Yes 0.99 2168 553 0.981 2698 688 0.983 2487 634 No No 698T206 563 0.973 2738_ 698 0.976 2526 644 Yes 0.98 1878 479 0.976 2332 595 0.978 2151 54931.00 N/a Yes No 0.98 2526 644 0.967 3129 798 0.971 2890 737 Yes 0.98 2151 549 0.97 2667 680 0.973 2462 628 No . No 0.97 2188 558 0.961 2703 689 0.966 2499 637 Yes 0.97 1864 475 0.965 2306 588 0.969 2131 54341.00 N/a Yes No 0.97 2499 637 0.951 3075 784 0.957 2849 726 Yes 0.97 2131 543 0.955 2627 670 0.961 2431 620 No No 0.96 2166 552 0.945 2658 678 0.953 2465 629 5 1.00 N/a Yes 0.97 1847 471 0.951 2272 579 0.957 2105 537 Yes No 0.95 2465 629 0:928 3003 766 0.939 2795 713 Yes 0.96 2105 537 0.936 2573 656 0.945 2391 610 No N° 0.95 2139 545 0.925 2600 663 0.936 2422 8 6 100 N/a Yes 0.96 1827 466 0.933 2230 569 0.943 2073 9 Yes No 0.94 2422 618 0.899 2906 741 0.915 2723 69;4 Yes 0.94 2073 529 0.91 2503 638 0.925 233 al INTERACTIVE x e a o v i c H a MLMrrECNPE • VNNIIING. ENGINEEPoNG 117 Paragineare t /] Parkk Place Point Rk,hmocA. CA 04801 510238.7435 510.232.5925 (FA)O Wal -Mart #2077 - Lake Elsinore, CA Solar Array Anchorage v_loatls.xis b 2009- 015.25. PAW 9/08/10 JG Of tI Check (E) Stl. Jsts. Tributary Area to Stl Jsts = 8.0' x 39.0' Max = 312 sf 18 psf CBC Eq 16 -27) A Module = 7.8 sf Plan Area -- 1.49 A = 11.6 sf by DL /Module – 39.81 w – 3.43 N,TL = 29.0 15.6 DL +18 LL, Ok E) Stl. Jsts. OK by Inspection Check (E) Joist Girders Tributary Arcata Girders= 38.0' x 45 -0' max = 1710 sf > 12 psf (CBC Eq 16 -27) A Module = 7.8 sf Plan Area -- 1.49 A = 11.6 sf DL/Module – 39.81 w – 3.43 —> w TL = 29 wTL= 1102 111111111f'1111111 mmm==119 RI =R2= 24795'# L = 45.0' RI R2 M = 278944 ft -lb E) Joist Girder Typical Jst. Girder Load – 5 loads Q 9.4k cr 8' -0 1/8" o.c. – equally spaced on CL V allow= 24.3 k (Including joist girder weight –35 plf) M allow = 312.0 ft -1c A = -0.106 < 5% per CBC Section 3403.2, Ok E) Joist Girder is Ok 2009 -015 -25 Solar Design-],is, (E) F., Evil INTERACTI9E Wal -Mart #2077 – Lake Elsinore, CA Solar Array Anchorage b 2009– 015.2516809CBI rev. MCnrtEC/VgQ. pIµNINO •ENOINEEgINa Structural Engineers description dote by drawn 1 1- YY P4AWpage 117 Park Place Paint Richmond, CA 94801 510. 236.M5 9a01e 510. 232.5325 (FAX) of date 9/ 08/10 Inverter Anchorage Inverter- PVPowered 260 kW Commercial W = 4800 # It = 93.0" L = 100.0" D= 41.3811 d'= 19.25" L D v 1" Case I x4- L -I- D 2" Case 2 N Fp= 0.4 a SIDS Wn ( 1 +2 h =0.162 Wp z= 0.00' h = roof elev. =21.0' 0 P l ap= I Sos ='1.012 RP = 2.5 Ip - I FP min = 0.3 Sos IP WP = 0304 Wp Controls Vertical earthquake force = 0.2 Sps D= 0.202 WP for Roof support h,1= h, for Ground support h, = 0 Ground Mount F„ = 1460 for ASD, 0.7 * Fa = 1020 Fa Vert = 970 OTM = [0.7 F,1 * h/2 (in - #) = 47430 OTM _ 0.6 *W + Favert*0.7 Min(L -4, d' F2 4 4 = 682 V.. 4 =. 255 INTERACTIVE I n e P u a c a 4 PfJ1REGTIPE. PIANNINe.FNO1NFEryNp Stmcluml Engineers 117 Perk Place Point Richmond, CA 94801 510.236.7435 610.232.5325 (FAX) Wal -Mart #2077 - Lake Elsinore, CA Solar Array Anchorage date aa 2009- 015.25 Pl'AW page 9/08/10 ( of Wind Loads on Inverter qh = 0.00256 *V' *K *Kn *Kd *I = 9.6 psf (ASCE Eq. 6 -15) V= 85 mph K =0.7 K, =1.0 Exposure - B Kd = 0.85 1= 0.87 F = qh G Cf (ASCE 7 -05 Eq. 6 -27) G = 0.85 (ASCE 6.5.8.1) Cf per Fig 6 -20 Aspect Ratio L = 1.075 D = 0.445 s s Cf= 1.446 Wind Loads on Face Direction Perpendicular to L F= 11.8 psf V =FA= 762# OTM = 38976 INTERACTIVE a c a c MC,IRfiGI1ME • P4NNIN3. FN(YNEEgINp 117 Park Place Point Rlcbmootl, CA 94807 510.23a7435 610.2325325 (FAX) T,,,,, = 292 V."= 191 OTM T° ( L -4 or d') *2 Cf= 1.568 Perpendicular to D F = 12.8 psf V = FA = 3424 OTM = 17493 T,, = -629 Umae = 86 0.6* W 4 Where s = h by linear interpolation) Where OTM = P * 0.55 h V Vma 4 By Insp. USE min 1 - 1/2" Dia KB -TZ w/ 2" Wal —Mart #2077 — Lake Elsinore, CA Solar Array Anchoraae Embed, at ea comer (ESR -1917) T = 1460 *b V.= 6405* a *1.33 a *133 iti = 0.65 min. Shear or Tension a= 1.2 ob 2009- 015.25. page Pa41W 9/08/10 of 5 Inverter Foundations Inverters are typically supported by a concrete pad that is much larger than the unit. Check soil bearing pressures assuming a pad that is 6 inches larger on all sides than the unit L x D dimensions. LI =9.33 It D, =4.45ft A= L, *D,= 41.5sf Srnie= L,* i' = 30.8 ft'' z Sine = L, 6* D, = 64.6 ft3 Fn Allow Dead only - 1000 psf L, = (L + 8*2) / 12 D, = (D + 8*2) / 12 fp max = A t S if S > A , then fp max = 3xb INTERACTIVE z a e o o c e e wcHrresrvxe. rwvnwo.eeOm nwO Structural Engineers 117 Park Plaoe Point Richmond, CA 94301 510,236,7435 610.232.5325 (FAX) Where: fp max = 381 psf fp max = 214 psf D +(W or E) - 1330 psf X = z - e and e = OTPM b = footing width (Max of L, or D,) IP Fn or V W fp DL Only= A 116 psf By Inspection USE concrete pad minimum 12" larger than Inverter in each direction Wal —Mart .#2077 — Lake Elsinore, CA Solar Arrov Anchoraae o° 2009- 015.25 page PI-1W 9/08/10 Sof E A 1 V 0 f} C NOTES I. GENERAL MATERIAL: MILD STEEL. 2. GENERAL FINISH: POWDER COAT. RAL 7038. 3. NEMA RATING: 4 4. APPROXIMATE WEIGHT: 4800LBS. 5. PROVIDE WORKING CLEARANCES PER NEC 110.26. LEFT SIDE VIEW KEY AC( DOOR LATCH DC DISCI GLAND PLATE 7" - DC COMBINE FRONT VIEW C PROPRIETARY NOTICE J C &REDli Wu"WIIOBIEOR 9V DORR USAMRIDM VACIRNG OR iW ERZ PURPOSES WilHWI VIR4 CONSEM.. RM ST BE ROLRNED NI DEMA14, 4 REEVE ON DFSRIPUON DATE AN AD: SIESMIC OP OR xMGMO MATE fROM BACA IIf_g1YD9 I ADOAD ANDLPANEL GRADE im JPTIONAL) Ha NNECT ISOMETRIC VIEW ulu SORT 115ESPECWEO 2U /LB Brinson Blvd. DAIU6 SAREWWCHES, IAADAN01EW01KlON Powered Bend, OflTDLERAHCESARE LV.LAmts Simply More geHable SOhE 54f- 312 -3832832 TITLEAc15AAf T YU x.Dln APPROVALS DATE wxoI BCNEDRSVNIG INSTALLATION SPECIFIC ENCLOSURE DETAIL, 260kW INVERTERwAwNAEDIBFf809 TREATMENT AEC 18FEBO SIZE PART N0. REV. G6° " "BH 18FEB09 as" B 60- 600018 -01 A. azufm R Dio 18FEB09 SCALE 1:30 m SHEET IOF4 1 A 0000000000000000000000000000000000000000000 D DC GLAND PLATE AC GLAND PLATE CLEAR OPENING, 21 "X 7" 34, 32" 0 330 4„ CLEAR OPENING, 10" X 7' B 8 L. 2 a C 0 o e 0 N I 8 16" I 2 rI A DETAIL A t„ 1 I W B BOTTOM VIEW TREATMEMI TMDAII pqc we pVpowered 28728 Bdn$nn Blvd. EWYcsAe[ Bend, 8R 87781 MGM Simply More Reliable Solar 547- 312 -38J2 t TITLE A APPROVALS DATE Ew<wu +e AEO IBFE509 IN57ALLATION SPECIFIC ENCLOSURE DETNL, HOWINVERTER PROPRIETARY NOTICE G AEO H IBFE00 IiE AN. REV COMWINM+MEOA HNISH IBFEB09TMORAMMONMR A.O2 warosN Vmxwlwamu+caluErvl.nnws azxEnlvxw av ou u+o. "rr..emw50 IEFEB09 I SCALE 1:20 SHEET 2OF4 2 a B A I I TOP VIEW PLATE OPENING I7w'X 81', DES EF Tt RIGHT SIDE VIEW ACCESS PANELS OPEN RIGHT SIDE VIEW BACK VIEW w.NOxsAxFwwGRU. R ` ° IDLERAAKES ARf3 p[WB A140 0 10 tv uA :01D Pwepulc PRpxcwx PUPowered 20720 Brinson Blvd. Bend, OB 97701 Simply Mae Reliable Solar 541- 312 -3832 TITLE A APPROVALS DATE pD xo¢cal<pRAmPk INSTALLATION SPECIFIC ENCLOSURE DELAIL, 260kW INVERTER SIZE PART N0. [ [ REV, VO -V000 8'OB A.02 wAwx AEO lBFEBW PROPRIETARY NOTICE IHD pRAwWGB IM1f RRpiGIYOFTVFOwFREp NNMDSI WI9FLOAr40. CO%EpW WNpIEpp Ix PR?I. pRYifpgRANND`ApIIRwG pRlp1]ylxG PWPpff$VIANDNWFIDbICg3HlI. D ADFIPF ifiYiNfDONpfMNID, TREATMENT a'GR AEO 18FEB09 1' 18FEB09 1088' 10 I8k809 SCALE 1:30 SHEET 30F4 3 2 I I p AC GLAND PLATE. BACK GLAND PLATES, COTGOT OPENING 21 "X ] ", BOTH SIDES CLEAR OPENING 24" X 42'. B 3PLCS Tt RIGHT SIDE VIEW ACCESS PANELS OPEN RIGHT SIDE VIEW BACK VIEW w.NOxsAxFwwGRU. R ` ° IDLERAAKES ARf3 p[WB A140 0 10 tv uA :01D Pwepulc PRpxcwx PUPowered 20720 Brinson Blvd. Bend, OB 97701 Simply Mae Reliable Solar 541- 312 -3832 TITLE A APPROVALS DATE pD xo¢cal<pRAmPk INSTALLATION SPECIFIC ENCLOSURE DELAIL, 260kW INVERTER SIZE PART N0. [ [ REV, VO -V000 8'OB A.02 wAwx AEO lBFEBW PROPRIETARY NOTICE IHD pRAwWGB IM1f RRpiGIYOFTVFOwFREp NNMDSI WI9FLOAr40. CO%EpW WNpIEpp Ix PR?I. pRYifpgRANND`ApIIRwG pRlp1]ylxG PWPpff$VIANDNWFIDbICg3HlI. D ADFIPF ifiYiNfDONpfMNID, TREATMENT a'GR AEO 18FEB09 ewR''W'^GEytlH 18FEB09FF$H 10 I8k809 SCALE 1:30 SHEET 30F4 3 2 I Appendix X Unirac Analysis by Sierra Consulting Structural Engineers For Wal -Mart, Lake Elsinore, CA 2010 - 015.25 For reference only) U - lNintl Pressure LE = Leading Edge Wind Pressure E = -Edge Wind Pressure .. I = Interior Wind Pressure TE = Trailing Edge Wind Pressure 6 C CLEA r d. n 7— fEi 1 LE_— LE c. -41--- 7. I--r c m m 0 Fc _r,C LE C 7. ELI rte_ Cca Wintl Loading Key Plan 6 ATE C Lcc fE tj aka E E TE TE-3TETETE Wit'— 7— fEi 1 LE_— LE c. -41--- 7. I--r c m m 0 Fc _r,C LE C 7. ELI rte_ Cca Wintl Loading Key Plan 6 z z SCSE CLS 10 -093 402 Array Corner Wind Pressure wl wind dam Sept 7, 2010 at 1:35 PM 4x12comer winddam.fbd 7 x -fD-c Wind loads differ per array. See key plan on Page 6. Loads LC SCSE CLS 10 -093 Wind Loads show are for winds North to South. Wind Loads South to North cause 0.3times the, ind loads shown in the opposite direction for all 4x12 Array Corner Wind Pressure w/ wind dam Sept 7, 2010 at 1:35 PM 4x12 -0- - Mddam.rad Ell C kld GMbal IoIM coo,emmaa and TeMPo N¢s Yass cn.[rae ey Jcli 0 xnne..c exmns i' I fTI C ?'. 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Msme,rDWW.em,wrsLC3 W. gisaoo v.,.mne]o rsw:eor,iensammia.oaarxesw vwamnnl >,g,s p r se SMr xry ore Od33 Cee[XM BV' LoAA complvOms fCnrrclnua0 c.f.[mtLL u n s,cs L ay[y n vn I I Member Cold FO tlShel COw CbevkE if IE- a i•x J']RS. s n] L1 nrr rn i x I e° erio_i_¢mrmFnr.+nr IrRr<! c A n i]}Z}}I2 4iII ipp n.>ss>• nrra cm lo a mmm nm rt• onrrt nn trrt ICS i4>® iFOi® QFQ1A FSfIIT1ISFF'afG1IJm O n} m ssx,• s>_ Msme,rDWW.em,wrsLC3 W. gisaoo v.,.mne]o rsw:eor,iensammia.oaarxesw vwamnnl >,g,s p r se SMr xry ore Od33 Cee[XM BV' LoAA complvOms fCnrrclnua0 c.f.[mtLL u n s,cs L ay[y n vn I I Member Cold FO tlShel COw CbevkE 10 Ma borUe:en'bw,a maw recC I w I mromo tF.M wxi_ ffl*mberDl dL,ads(RfC4 M,me.. rn,mewm L „a, /acts -F,n – if IE- a i•x J']RS. s n] L1 nrr rn i x I e° erio_i_¢mrmFnr.+nr IrRr<! c A n i]}Z}}I2 4iII ipp nrra cm lo a mmm onrrt nn trrt ICS i4>® iFOi® QFQ1A FSfIIT1ISFF'afG1IJm O n} m ssx,• s>_ nrn>crEf rr6 sa mn rrtalmsn nstt>. nay® iit r nnsrtn sasa-a san nmrl mn m m[r nns.z'°o 0 41 rman f lSI L momma xa mrsF t inxitA0 Ficm i>•CnIr FIIrFfi s'HI o u m mrcra'. moarzsn r+i nnnn, aryry,e ca c3 aa n nnr i n r Im g:x icvnl mn CFi mnaeeco iFi ire J rr nom n n r m m n 'E ncnsa tassianE si e[ R1 4TRi1 i G i)I fH fEn{IOp{nq O ESif 5ls'^tAAAAR Ant nnnrsr.s Z FSf(. 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Isa.fewalxulzal aNO.aexucl.nzcwra._wnae . m nal Pant I Rls.-- v— .-n.IO Isynewq .e.2%il110-09)ICLLC5141]cunn wi6fOmi]el 1... 11 gCJ lO V.rt fl10 151[. vp elcYVfl1M10dbN1LC51iv1 ]cww vAVO]am(bl py.lfl n..nyTun16M) aey M b etl m_o.'f.ssx mRirl['F. aE1te€ef.+ Fa asa rrn nsastna a.r.^ i nsasm.txcyx.siarnc va ma:.. a aaa aaa C m p SOVg Fii tF35]•E Ff MlDlRAES'F EF[7SEE [EFf li4lS[ 6 = 'LIIF>iN2LL1tLFlliiC': R1 i1 iR52 Eif'iIFR.L1lRisQF! NORNC glsaJ V.., -9.t. Isa.fewalxulzal aNO.aexucl.nzcwra._wnae . m nal Pant I Rls.-- v— .-n.IO Isynewq .e.2%il110-09)ICLLC5141]cunn wi6fOmi]el 1... 11glsaJV.., -9.t. Isa.fewalxulzal aNO.aexucl.nzcwra._wnae . m nal Pant I Rls.-- v— .-n.IO Isynewq .e.2%il110-09)ICLLC5141]cunn wi6fOmi]el 1... 11 19 xz 52 - 48 51 40 Mh2 < 99 N36 39 Mh1 s 86 34 2B 70 h y NB4 24 8 N27 68 ,Ay 82 ^ v 1e 6 M 566 Me `2B B0 10 5 - N15 MZf 6 g m 78 0 49 1 .0 v62 M° , 4 91111 N3 M M1 Mti 0 37 {fp _ 56 Mho _ 15 o N`4 25 _ 7 N14 M oIS13 - i SCSE CLS 4x12 Array Edge Wind Pressure Sept 7, 2010 at 2:08 PM 10 -093 4x72edge.r3d 7, 1010 1 WK. w.v aA lelAReav(ionc lCOrrtinvedl A msnao v.,>La v.i,o 5 \xaepaj.atlQ01W6yy]W.LLtSWIIeJVe i3Jj ray. ez S Beams moment max = 110 lb-ft Shear Max = 90 Ibs Moment Max = 182lb -ft Sear = 196 Ibs Down 153lbs Up = 72 Ibs 31 S- SCSE CLS 10 -093 1s 4x12 Array Interior Wind Pressure Sept 7, 2010 at 1:14 PM 4xl2linferior.r3d 32 INS Beams Z moment max = 64 lb-ft Y Shear Max = 71 Ibs Y Moment Max = 186 Ib -ft Sear= 1961bs Down 152 Ibs Up = 0 Ibs 44iDC9DCDeAeYBY Joint R.CVOn (Contmuedl msi m>_.FSCa.sm Imo rt•s>• sassr.rrassir'sui isrsr•I:t• i wsvao vernn al.D Is :ewwp.e.umminDD lcuuv.lvnm n <I r.D.n INS Beams Z moment max = 64 lb-ft Y Shear Max = 71 Ibs Y Moment Max = 186 Ib -ft Sear= 1961bs Down 152 Ibs Up = 0 Ibs 44 msi m>_.FSCa.sm Imo rt•s>• sassr.rrassir'sui isrsr•I:t• INS Beams Z moment max = 64 lb-ft Y Shear Max = 71 Ibs Y Moment Max = 186 Ib -ft Sear= 1961bs Down 152 Ibs Up = 0 Ibs 44 x -(D-. SCSE CLS 10 -093 4x12 Array Lead Edge Wind. Pressure w/ wind dam I Sept 7, 2010 at 1:45 PM 4x 12leadedge_wi nddam.r3d 45 LI'ecAeO Br: XIYF]p VHen e.o ISb¢ nggacRVpIM1OC ®1GLLSYn3YaYrOg vAJam.rlEl Pa9a B3 moment max = 139 lb-ft Shear Max = 110 Ibs Moment Max = 186lb -ft Sear = 258 Ibs Down 137 Ibs Up = 0 Ibs 57 SCSE CLS 4x12 Array Trailing Edge Wind Pressure Sept 7, 2010 at 1:55 PM 10 -093 W21trailedge.r3d 58 aM R[a[flois lCnMlnYatll FI AiaE111 iERISfikR lFF1t> EfA RiSEIgi i[s li t•. MEN AR° f!mAAr6'1•AI 1•iRIiP?•A6 Sas fifq. a s.9Ea il• f[[J] lAt T'lnif'6iKI)i'A[4F>•RPGI11 E f A A•ARI'E4Tat'• IFiA T iFiFSi LfLiSE'ii i[iS) fiA fl°tilFt s A6 fIAA iF ffllviP iIR3 fiRFf t• iGF1AAriLG's ifD6s Al Af pin ffAA R'iL*IIffifSFF1F.IRf 9F A4)• i[ilA.i Af•5 FfiAA IR v° s l iFYFEf t>•s 0 A EI•iESR[ csMA n irdx>_)_ QFIFM1E3L11 mAORrt t• MA A s°° MRfAi1lFRitifL6 f6fS61 O 41A 5 s1 t.LGIF O i°- F4 n iR A A4>• mno's oosGSSm° iF1A 1iLA t s s s ss ao a off PISP.3p Versm B.fO S:Yewppe 4VL1M1Y09 ?KPLCSyt]LV lkfgab3Ej page 9Y 72 JOI u[tlona lCOntlnuetll PW-]p Venun fll.9 9lxsbplpNSlZp1N1g 'Wi'ILnlL5MS1ZXOXMpB.1]n Page pl a moment max = 87 lb-ft Shear Max = 90 Ins Moment Max = 193lb -ft Sear= 196 Ibs Down 153 Ibs Up = 0 Ibs fS1A fQS AR° f!mAAr6'1•AI 1•iRIiP?•A6 Sas f[[J] lAt T'lnif'6iKI)i'A[4F>•RPGI11 E f A A•ARI'E4Tat'• SIA F1iFi! i1NUlgAp,l,{C{ia r'[!•ESiFalilb iT?• HR l i[f t• iGF1AAriLG's ifD6s Al Af i[ilA.i Af•5 ff l'IAA R s l iFYFEf t>•s 0 if FlR[IA i•t6fLTi ERLFIfIt'4if1 PW-]p Venun fll.9 9lxsbplpNSlZp1N1g 'Wi'ILnlL5MS1ZXOXMpB.1]n Page pl a moment max = 87 lb-ft Shear Max = 90 Ins Moment Max = 193lb -ft Sear= 196 Ibs Down 153 Ibs Up = 0 Ibs 73 x 41)1x SCSE CLS 3x12 Array Corner Wind Pressure w/ winddam Sept 7, 2010 at 2:26 PM 10 -093 3xi2comer winddam.r3d x ae By Memhei5ettbn Oe /lecOeru /Cardinuedl RFI l4S t s>•ei6 ggq I C- nuwaov..sm e.io Is iswniyx¢uhimao-om euesunxemer xrnaem nel ase ys mlm we,mon. /n. eemebm,e /ro n,o.m Chi iFaiFAQI•tRi{fa F sdl i'I[fz7 iaf#itiv7 ran HE o o>• Insmnn:1 t>•tt• aiiSsOSNINE mo s•ggqqmxFao>_>_• 0 E m0 t6 QfFRa Ot. mw;n e©c>•oFIN M. ONE EPE a snw gt mr a asr,samea NERMIN FM msa Exsc>sxsz r o«r.:' MENE KVWw oo VNIFIENE m q.gsoors ISOM o•' sa raFrs osmcr'..INNINOWN IMum 9F'. fLFSii?•rFt•i.zLf WEflfENs> FM c m.:o•a a.rsaQ:Qn a. FSI RO!r.Ra ceSrtS i'.fe nuwaov..sm e.io Is iswniyx¢uhimao-om euesunxemer xrnaem nel ase ys mlm we,mon. /n. eemebm,e /ro n,o.m aisax v.,.w. eac I ebn .c,ei.•¢voiu o- s.aysscsme=a.. .. .. wl M1gm CPO tMo o VGOaf v.maee.w.v.. pee4eBy Chi iFaiFAQI•tRi{fa F sdl i'I[fz7 iaf#itiv7 ran HE o o>• Ins mnn:1 t>•tt• aiiSsOSNINE mo s•ggqqmxFao>_>_• 0 E m0 t6 QfFRa Ot. mw;n e©c>•oFIN snw gt mr a asr,samea naw msa Exsc>sxsz r MENE KVWw oo VNIFIENE m q.gsoors ISOM aisax v.,.w. eac I ebn .c,ei.•¢voiu o- s.aysscsme=a.. .. .. wl M1gm CPO tMo o VGOaf v.maee.w.v.. pee4eBy rzisiso v.i.x.. e.o Is: 1' Z moment max = 150 lb-ft Y Shear Max = 97 Ibs Moment Max = 118 lb-ft Reactions Max Sear = 266 Ibs Max Down 133 Ibs Max Up = 23 Ibs Chi iFaiFAQI•tRi{fa F ran HE o o>• Insmnn:1 t>•tt• aiiSsOSNINE mo 0 E snw gt mr a asr,samea msa Exsc>sxsz r m q.gsoors o•' sa raFrs osmcr'..INNINOWN IMum 9F'. fLFSii?•rFt•i.zLf WEflfENs> WWUo NOWorwFoo rzisiso v.i.x.. e.o Is: 1' Z moment max = 150 lb-ft Y Shear Max = 97 Ibs Moment Max = 118 lb-ft Reactions Max Sear = 266 Ibs Max Down 133 Ibs Max Up = 23 Ibs 41S.._ SCSE CLS 10 -093 3x12 Array Edge Wind Pressure w wind dam I Sept 7, 2010 at 2:51 PM 3x12.dge.r3d 83 1X4 SCSE CLS 3x12 Array Lead Edge w/ wind dam I Sept 7, 2010 at 2:31 PM 10 -093 3x12leadedg e_winddam. r3d 93 ch,. n.Mdo.. mim aeamons Ift comemanem fc.dn oem n. o o t_ao MWIEnN io u I aisaao v.,mnsio Is:¢...emlci:aoia.¢nmravcsn., m..e.eg._:neem,ael rsm S Beams moment max = 146 lb-ft Shear Max = 88 Ibs Moment Max = 113 lb-ft tions Sear= 253 Ibs Down 131 Ibs Up = 0 Ibs 103 Wi LI WeJ eY Member SecROn OeOecfi°v !Cool nuetl xunao vegan 010 ry. me° uPa .uoimio 3,euesmiz.ag._..emmroe P°ea9 m CLS C rc4e0 By Jnlnl Reach°v/ CambinaNanllCmk'nueJ 6tIlO iCi t Qgrt MKS I MOM MOM MnM iflAi'r Rf>•MOMMMm FVCFISI R if i 1,{! lr1 li+t 1i6 i7• Mlunesa mw>a nsrsa if OS i1iFi[!f•R 6iliisf- r<ra;lc l nrrs i s>a E]{rRR jai FLi.1q 0EFfR[J IG 7 crnr•sa a rnar si¢sr.^.;r. F£ b] L1 6 lF'T 1t 6lfl'101:Ci 2.)• RFSt i$)Ctl(((( FSLI fl fiStIS rc> e vrsaaeosaa cm s ar3aoeu:-s rrsa r ex..l r•erlsx! m uct_o ec t S fRIRiR7 f.» F+31 i i fR1 i>•t llCFi Hlf xunao vegan 010 ry. me° uPa .uoimio 3,euesmiz.ag._..emmroe P°ea9 m CLS C rc4e0 By Jnlnl Reach°v/ CambinaNanllCmk'nueJ Plsnm vy:be eva Ism:u q:m xomao asmenwsmrz :ur!..rveamoal ra•e °a 119 cnaeee e. M<mbry Seetwn OeflecNov lC°rMnueE MKS MOM MOM MnM iflAi'r Rf>•MOMMMm FVCFISI R if i 1,{! li+t 1i6 Mlunesa mw>a nsrsa if OS i1iFi[!f•R 6iliisf- r<ra;lc l nrrs i s>a E]{rRR jai m crnr•sa a rnar si¢sr.^.;r. rc> e vrsaaeosaa m uct_o ec t Plsnm vy:be eva Ism:u q:m xomao asmenwsmrz :ur!..rveamoal ra•e °a 119 cnaeee e. M<mbry Seetwn OeflecNov lC°rMnueE Jeim ReecYmm lB L°mb nal%onl _ MKS MOM MOM MnM iflAi'r Rf>•MOMMMm FVCFISI R if i 1,{! li+t 1i6 Mlunesa if OS i1iFi[!f•R 6iliisf- i s>a E]{rRR jai crnr•sa a rnar si¢sr.^.;r. Jeim ReecYmm lB L°mb nal%onl _ PISq- ][IVUaw•010 S¢ rqqe aS2h1mI0PA1CnLC5V ttI.BSe_wne0amlf0 aaq: 45 Beams moment max = 83 lb-ft Shear Max = 100 Ibs Moment Max = 87lb -ft Reactions Max Sear = 1981bs Max Down 123 Ibs Max Up = 20 Ibs MOM MnM iflAi'r Rf>•MOMMMm if i 1,{! 6{ iRfif EElhfE li+t 1i6 PISq- ][IVUaw•010 S¢ rqqe aS2h1mI0PA1CnLC5V ttI.BSe_wne0amlf0 aaq: 45 Beams moment max = 83 lb-ft Shear Max = 100 Ibs Moment Max = 87lb -ft Reactions Max Sear = 1981bs Max Down 123 Ibs Max Up = 20 Ibs p$ a[npvpe C ue +pY McTbev Stttlon Ovfle°liom /CwN/nue01 PI9 P+1D Veibn fllY 15. 9ctepq• Ca13 0 +N1e.®t141L511x1Ekee•Jy wMlmAel pag•$1 1pdW CM•yee 3Y Joinl PeaCNana l9v C•mE /sullen lCVr2 n -w w i zw. m e w FO a•szr:.rawm sxiFSE.awrstw,, FFF:41F R IwLR3tatei lQ3Pf ww C7_o<>•aaffa FFFi R GF'.1 www R lTF]FI'RFi it wr 1l1L7wa t[[V.R T..?a R R Eki3Fr F. 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Mambn Secllnn OMecfi°m /C•nfinuvJl w i zw. m e w FO a•szr:.rawm sxiFSE.awrstw,, ww C7_o<>•aaffa FF n FI R'},,, it wr R R Eki3Fr eF1 w FR RlGE:fRRRiR mw wrrr?•a w- wwww i MR rte. wF°Fmwarw.s rraaccma ar a w, hi'aROtt FM11F ww RfsiRtlaRR FnFxsawnwF os!w mw FF w.ww,>_wrwwrw esaw a w,t•wt•irn I ilEl G:RR>!M1 Emw Rwa o r.F r w•s rrw Fnw F Rwwwma Etrtcrz P.rw a:a F ww® mw F+,_w r n.J wrww wFa wrw w¢s wa w caww av w>_oaawwwwwrwwnwacwGtt_..er.1_wrt_w wrt_ cilw ui wF awa o wr',wFw w mot. ®asr>• Pipnap v:...e b Is- 4cePaj•n:pmpno-osxuesam=ae•ay. ..nu.v nel p•e•$J 127 lOL9J _ aFgewmq• ee . Mambn Secllnn OMecfi°m /C•nfinuvJl Joine ReecNOm IB C..hffc, n- w i zw. m e w FO a•szr:.rawm sxiFSE.awrstw,, ww C7_o<>•aaffa FF n FI R'},,, it wr eF1 w FR RlGE:fRRRiR MR rte. wF°Fmwarw.s rraaccma ar a w, hi'aROtt FM11F ww RfsiRtlaRR FnFxsawnwF os!w mw FF w.ww,>_wrwwrw esaw a w,t•wt•irn I ilEl G:RR>!M1 Emw Rwa o r.F r w•s rrw Fnw F Rwwwma Etrtcrz P.rw a:a Joine ReecNOm IB C..hffc, n- kISA ]O V•M•n 11Y 44c• Pep• pppIGIM9 ]IG1y$+iSlEkaeeepe_wn04Yn (Jel p•9•$$ moment max = 160 lb-ft Shear Max = 97 Ibs Moment Max = 169 lb-ft Sear = 226 Ibs Down 146 Ibs Un = 5 Ibs w i zw. m e w FO a•szr:.rawm sxiFSE.awrstw,, ww C7_o<>•aaffa it wr MR rte. wF°Fmwarw.s rraaccma ar a w, mw srnFFS FEFi FnFxsawnwF os!w mw FF w.ww,>_wrwwrw kISA ]O V•M•n 11Y 44c• Pep• pppIGIM9 ]IG1y$+iSlEkaeeepe_wn04Yn (Jel p•9•$$ moment max = 160 lb-ft Shear Max = 97 Ibs Moment Max = 169 lb-ft Sear = 226 Ibs Down 146 Ibs Un = 5 Ibs SCSE JES 3x8 Array Corner Wind Pressure w/ wind pressure I Sept 7, 2010 at 7:06 PM 10 -093 3x8corner -r3d 128 SCSE JES I 3x8 Array Edge Wind Pressure w/ wind dam Sept 7, 2010 at 7:34 PM 10 -093 3x8edyeAd 135 irvoa. cn.a.e a. Member Seeflen OeOeeWna ICOnflnvetll a u.]o v..w n o Is eo.v 4.•]alPlamalepfestivawe. n°I aeg. ss io aaa .yw.. clxG.a ur ldnf Roacflons n:anflnuMl ill R f'1•t:!f>•L iSlfiiv AffR ONE 621A fft tRI9 P 6i lA. i[fF}RfiiZflS: SlA i4) R4iR IIF IfS> E l!iS51•IRLF,f3E IIiE'r.. i efflA- iHA R[1ATA Q'11A.sfS)R!P>lSC E•7•ES62S pf1• HRiA R f iit>RR,A rnAA xrm'io C AIA R t^1•t}ls A(F7.616iitLl.^•i® AFf•R'I'>6laiA•'.G>• 6SA R R'irf R4fAA Pfi 1•titil7.> Rf tfai E R[.' I SfA¢i t>•LrIlZ1 O iF;fLl 00 m Ri pRplS> i'SCi'S FAA•rtdi SF1•i2fiFf crnra+s Raa elz<. L431A.6il RIS iRQS A!'.A AEi 3Z R AAlF_Sf i[•A FfiIA Rlbll•lii 6T•3R T RiIA!iFi_i lf`F7 t>tR Apf,A fms o C llfl RR!•lSS 6i4T•AiAifiA a u.]o v..w n o Is eo.v 4.•]alPlamalepfestivawe. n°I aeg. ss io aaa .yw.. clxG.a ur ldnf Roacflons n:anflnuMl Fian.G Vennntll.0 IS "xsepigeaa imPlO fBJ GIC51hBeegei]o) N'.v 143 Member 5°ctiunU N ONE SlA i4) R lUiS1•Av^lvRi lFiL#S C.AASG)• QSIA RlIR>,iRi JAi51•Ai[R Q'11A.sfS)R!P>lSC E•7•ES62S pf1• rnAA xrm'io IISiA AFf•R'I'>6laiA•'.G>• R4fAA Pfi 1•titil7.> SfA¢i t>•LrIlZ1 O iF;fLl 00 m FAA•rtdi SF1•i2fiFf Fian.G Vennntll.0 IS "xsepigeaa imPlO fBJ GIC51hBeegei]o) N'.v 143 Member 5°ctiunU N Olrrl ReacllOm moment max = 100 lb-ft Shear Max = 108 Ibs Y Moment Max = 77 lb-ft SlA i4) R lUiS1•Av^lvRi lFiL#S C.AASG)• QSIA RlIR>,iRi JAi51•Ai[R Q'11A.sfS)R!P>lSC E•7•ES62S pf1• IISiA AFf•R'I'>6laiA•'.G>• Olrrl ReacllOm moment max = 100 lb-ft Shear Max = 108 Ibs Y Moment Max = 77 lb-ft 144 6lwI JES 3x8 Array Leading Edge Wind Pressure w/ wind dam Sept 7, 2010 at 7:15 PM 10 -093 WleadedgeAd 19'3 CnecFea By Me bet Section DaDectlons /Can " J.1N Reactions /fiv Combi]ubanl a rys sm 1._...a sao sr•n>,o mome rsnc r: E sra sm ac RISA.D Vennn GA js bnewYe [IS12D1p10.D3] \LALL3gxeYeEeE9e MI pzye.. Dvuem ] eisvma 10 -093 Lne[kM By Joint Reacdo ®R3v COmbinat]o ) (CO ntMue l R54d0 V.1 -810 $$c[ ee ejedxpOt00009 ]1CPLCGpnBleaneE9e e3,1 ,e 23 19 -09] -Id Eq Wnn pie Cb[tkpg9 1 J 1Y JointR actlo (BY b' / V 1._...a mome rsnc r: En r cml stEEt aas raasvxr rr. R54d0 V.1 -810 $$c[ ee ejedxpOt00009 ]1CPLCGpnBleaneE9e e3,1 ,e 23 19 -09] -Id Eq Wnn pie Cb[tkpg9 1 J 1Y JointR actlo (BY b' / V A-3D Version 4 .1 .0 19. 6ue11ed1111N16U33 \GLC8Vr9be4ee9e.AE pegs 23 3 Beams moment max = 120 lb-ft Shear Max = 113 Ibs Y Moment Max = 97 b -ft Reactions Max Sear = 283 Ibs Max Down 150 Ibs Max Up = 0 Ibs 1._...a mome rsnc r: ms°a ranta mnraaarz raascx En Fn•t:•tFS t tlat, iA7F7 T iflID7iFiL iF>•'ib t f3ER:LI•1 t:t:t:•A ixfiata'S t•>•Ot l f O F37i1 3i>•i5b3Si•5 FL f1 FT iFfiFF)•ti3Z3 Rfii. Fi7Q:1 O bi#TaOt:>p' WIN o0 m;rt E7n R ers aeFi1@F1iFf1 WE A l rr' Eno o>t o,, mo ci e,>•.s>a F#ln.Fn•1aili 1a t t mo en srt a v,• Enra rsriam3raErxtixia Mom mu¢: rzisa na>•, Ru A-3D Version 4 .1 .0 19. 6ue11ed1111N16U33 \GLC8Vr9be4ee9e.AE pegs 23 3 Beams moment max = 120 lb-ft Shear Max = 113 Ibs Y Moment Max = 97 b -ft Reactions Max Sear = 283 Ibs Max Down 150 Ibs Max Up = 0 Ibs SCSE JES j 3x8 Array Trailing Edge Wind Pressure\ Sept 7, 2010 at 8:00 PM 10 -093 I 3xBltrailedge r3d 93 en.aee ay Member SMian ONlevilans /COnfinuetl3 FT7 A dr7 t7:tAEQ7£.1. sao nnz ssa>•>_ FS .SI A di Lf AAtiFiESf Si[i e ct_ta mr>•,>_o O Ad F»f at:AtilFil7[.r[A m an saicr aatx a artcx raa ii7A tA•AEfF•P..A)• oimaarirr s rsa o mo.ran sa_sn aaraasmRx® mEa r>_a asz o>_r:a 6iif.iR A AOOAAtA FiFli1!,if)AAAOr.R ifli7 4MZ tAiIL[E AAt1A AA Tr iR1 Atla fatA 7R lB 1 At1.OtAS.A FSAFi lR1•Al it7 1L5 E[RiS.[ iFi2L iF7 lSS tAt!A R il i 7lRaA 7f EIIryf!Ff:fi S. 451i>I. iS:Li:L1tIAtAtAAA kiilti 1atA62{CISEI:G}BZ iilif l6 AiFF Rf c['AlbF OAt sFFIi!:7 E.Ca Rr iE R FL1 AA SFf•F>•OtA AAfA W :l1 AA A AA6x4eiL7'J.!tAFTfIFAIRf:AAR#211E Tr t,E[AFEF- AlT7AAtAiRf F?}ki•:[Sr m o•nFtvirza ara FBH Al.7 trE aA'S FT#:TL7:fi IG Ff f ii tA 5L1 Q:n Frnt sa,s tsa ac>• AA. asmr•= ac B iSF ]sA!•fif fi 6iS13oRr 1G FFSIEi aSF10A F Fx51 A AAOealarr..Flf.F tfd RLi[EEIiiFEirv1 a rz tdEFl- RSns7 LR Alfw3 tA fIF iFiErl 6as s.sr.ooao•, AldFla dS FFi- AAI3 AA'f)•iifi]L t:[r am,rsx>_A a>•cmr c.. iFSi AS1AlRdl EI ea a acrr aa.s rrtxcx>• Fnxi sAaa e o c o mis•o,o LfA Ri 7 AtAAb!A,?iRlitI ES^. hs7=E t1AlRr EF iiLRtOE» dill fi7•ASASAtAEF>r.Ci l Rim- E A•AA•AAhi ELiR ta[•1•f[A Joint Reaetkna /BV Combinatlonl RlsAao vnvon e.l0 is lic XpmpnsV01011a 3rCAlesmabaLageiY Page 21 amp egE Ogg. n 10-093 ineuq Eapa WNFerval Lne.hen OY JuM RnaCllons Mg COmbinetl0nl /COminuetl sao nnz ssa>•>_ e ct_ta mr>•,>_o O m an saicr aatx a artcx raa ii7A tA•AEfF•P..A)• oimaarirr s rsa o RlsAao vnvon e.l0 is lic XpmpnsV01011a 3rCAlesmabaLageiY Page 21 amp egE Ogg. n 10-093 ineuq Eapa WNFerval Lne.hen OY JuM RnaCllons Mg COmbinetl0nl /COminuetl RIGA -30 gee -810 . j. 1ce eprgmtsVaim 3D- 931CALCSV,Bh28eege r301 Page 23 E JJ 1'J -093 inYp Eprvw gervn Cgee eE Oy Jolat Reaalons /Bv Camb' I 1 O m an saicr aatx a artcx raa RIGA -30 gee -810 . j. 1ce eprgmtsVaim 3D- 931CALCSV,Bh28eege r301 Page 23 E JJ 1'J -093 inYp Eprvw gervn Cgee eE Oy Jolat Reaalons /Bv Camb' I 1 RISP M venwn a l0 FMI Page 12 5 Beams moment max = 77 lb-ft Shear Max = 111 Ibs Y Moment Max = 97 lb-ft Reactions Max Sear = 160 Ibs Max Down 122 Ibs Max Up = 0 Ibs O o AiL7OS11•t.1 AA ii7A tA•AEfF•P..A)• oimaarirr s rsa o mo.ran sa_sn aaraasmRx® mEa r>_a asz o>_r:a 6iif.iR A AOOAAtA ifli7 4MZ tAiIL[E AAt1A AA iFi2L iF7 lSS tAt!A 451i>I. iS:Li:L1tIAtAtAAAiilifl6AiFFAOAAiERFL1AASFf•F>•OtA AAfA Ff f ii tA 5L1 AA. 6as s.sr.ooao•, ea a acrr aa.s rrtxcx>• e o c o mis•o,o R fn.b'1• At1A A O IDF3 AA ESgFS)•i l0 iI7L R:7lib7S94SF1ai4.RiS mA B'oESas oa oo aosner>•1 RISP M venwn a l0 FMI Page 12 5 Beams moment max = 77 lb-ft Shear Max = 111 Ibs Y Moment Max = 97 lb-ft Reactions Max Sear = 160 Ibs Max Down 122 Ibs Max Up = 0 Ibs SCSE CLS 2x6 Array Corner Wind Pressure w/ wind dam Sept 7, 2010 at 8:22 PM 10 -093 Wcorner.r3d oaw cn «iea ay Member section DeOenions 2ontjn FI$Flq Versgn 9.tA IS LL6e pra etli @01N160931fALC$1b$omllf]EI Wpe 13 iosos ob:if -- 100 eneGee By Member se .d.— pt FAIR Ef t t tl• L61A i L RI i a tl•>ifF2A•1. l T'a rf ii AA'0 i 1 i 1•liFi tTnEi 2G1 R•1 I.SSi tr>_A:} Ef:LAAII rA 7Afr bF t i7LrZrl.b5a LFiS da r>•sn•cFSS.>• F47A— i>1p I EF1 FL7A t:1 rr, A6i)tr>E76Q=.G)•A.P•A Fne Ea crg>¢s mec i[ F1A i i lP4•t A'7it[Q.17 c•AIIe F4SiA iLF 4 Fm rx[r>•ra va>t re QdIA!F OOOAO,',' Room sONio' FRI 7t:1 r.':T ATri IWFFETffm fITiA 0 4dl Rail iS6lA— l IGOrAI UA'lii Fmsf f i,F>•O FsilA i>!4r]7 fL.: AtpA a[L[L7afibl€YbliiF1A©IC A II;[rA i]EF(!i}dRiit7 C.l• FfFiA i)•t4 Gr'E;t: r SFZEIAQ.; Fif iA fa FST)E1FLV2e AT A[F> FYAIA i•AQ.E{,SiATAti6ir FAIA p:}ya,Z fis1A Ai A?. .1EfFE® fiilAWMWO lrR?•)A,ULt•i6Fi A1G!A7P fYElA i1A'ryLi'fAr CeIiFAi il•'i•A i531AOf>•t•1 O FI$Flq Versgn 9.tA IS LL6e pra etli @01N160931fALC$1b$omllf]EI Wpe 13 iosos ob:if -- 100 eneGee By Member se .d.— pt 5 Beams moment max = 117 lb-ft Shear Max = 86 Ibs Moment Max = 75 lb-ft FAIR Ef t t tl• L RI i a tl•>ifF2A•1. 1•liFi tTnEi 2G1 R•1 F FFF1A= i7LrZrl.b5a F47A— i>1p I EF1 FL7A t:1 rr, A6i)tr>E76Q=.G)•A.P•A 5 Beams moment max = 117 lb-ft Shear Max = 86 Ibs Moment Max = 75 lb-ft 1 4-- SCSE CLS 2x6 Array Edge Wind Pressure wJ wind dam Sept TM 10 at 8:36 PM 10 -093 2 %6edges3d 166 Joint R..cOOn. (continue tl] RISC- ]Vmbn -I. IS'— ne.........IL9]1CALC506tl9e.OG1 Peg. l] S Beams moment max = 82 lb-ft Shear Max = 82 Ibs Y Moment Max = 76 lb-ft Reactions Max Sear = 133 Ibs Max Down 127lbs Max Up = 23 Ibs C uMaC By Jolnf Reec(ons ICOn(Inuedl eisa -so v.r,on aao Is ur.: en, q.n :zmuio-mmcn csvysi..asesnael vs•o 0 S Beams moment max = 115 lb-ft Shear Max = 82 Ibs Moment Max = 43 lb-ft ax Sear = 223 Ibs ax Down 130 Ibs ax Up = 2 Ibs SIERRA' -. CONSULLTINd STRUCTURAU.40 ENGINEERSP -% y y JASON K. JONES, S.E. Co API#RbtEbN B. C A R V E R, S. E. AlaP 9 FOR PERMIT ISSUANCE SCOTT F KAS & ASSOCIATES INC. BY DATE These plans have been reeww yy ,_c I LAPfoNSapplicablecodesando7'd'ifi nce.'k('u`fhonzatlon Is hereby granted to issue a building permit pending approval by all applicable City agencies.FOR y- M The issuance or Fal rig14i a j s @o- JFI1T SYSTEM t approval of these plans shall not 6`1e Hed to permit or approve any violdtWCM cTW6T codes or ordinance. NoLpwml£tp8e omadCK §1M32 authority to violate or cancel the provisions of such codes shall be valid. JOB No. 10 -093 CLIENT: UNIRAC INC. 141 1 BROADWAY BLV NE ALBUQUERQUE, NM 8 102 SEPTEMBER 8, 2010 S4644 6 -30 -12 SEP 0 0 2010 to SIERRA CONSULTING STRUCTURAL ENGINEERS 3080 S. DURANGO DR. SUITE 1 1 1 LAS VEGAS, NEVADA 891 17 (702) 804 -5986 (702) 804 -6927 FA 1 off r Alk 0) SIERRA CLIENT CJt N`A - 1 1A - SHEET CONSULTING PROJECT NUr JOB No. STRUCTURAL DATE ENGINEERS ENGINEER pp L0#qp pvLf WT } 00L FA4,J4 OT Lomas YT k- C.r+ I' L,)w 7-DAw5L_STU1o 3080 SOUTH DURANGO • SUITE 1 1 1 • LAS VEGAS, NEVADA 89117 • (702) 804 -5986 • FAX (702) 804-6927 1 2006 International Building Code Latitude = 33.662 Longitude = - 117.294 Spectral Response Accelerations Ss and S1 Ss and S1= Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.009999999776482582 deg grid spacing Period Sa sec) (g) 0.2 1.518 (Ss, Site Class B) 1.0 0.600 (S1, Site Class B) Spectral Response Accelerations SMs and SM1 SMs =FaxSs and SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa sec) (g) 0.2 1.518 (SMs, Site Class D) 1.0 0.900 (SM1, Site Class D) Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SMS Site Class D- Fa= 1.0,Fv =1.5 Period Sa sec) (g) 0.2 1.012 (SDs, Site Class D) 1.0 0.600 (SD1, Site Class D) Fp =0.4 *1..012` 1.0/2.5'3= 0.49Wp Fi)ASD =0.7 *0.49= 0.34WD 04 Dead Loads are typical for all arrays Loads: eLC 1, o SCSE CLS 4x12 Array Interior Wind Pressure Sept 7, 2010 at 1:15 PM 10 -093 4x12hntenor.r3d n EQx Loads are Typical For All Arrays Lwds' F SCSE CLS 10 -093 4x12 Array Interior Wind Pressure Sept 7, 2010 at 1:15 PM 4x121interior.r3d i u d C = Corner Wind Pressure LE = Leading Edge Wind Pressure E = Edge Wind Pressure I = Interior Wind Pressure TE = Trailing Edge Wind Pressure i @IAlA 1[IIIIq IAmmm i61111E'1 ILIA1:1 ISlgIL1 i iTAQ eQLi m IAgQftm m !At"fl Q f 1[Igln tgin9 mA7d1l61 q 1a i61 R°IY LI /Em ISaJ ! 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See key plan on Page 6. Loads: LC e. SCSE CLS 10 -093 Wind Loads show are for winds North to South. Wind Loads South to North cause 0.3times the wind loads shown in the opposite direction for all 4x12 Array Corner Wind Pressure w/ wind dam I Sept 7, 2010 at 1:35 PM 4xl2wmer winddamx3d M 19 Loads: LC 6, SC SE CLS 10 -093 4x12 Array Edge Wind Pressure I Sept 7, 2010 at 2:09 PM 4xt2edge.r3d 20 o 7.aar 108093 ny [pa vab anaau.. Checked By GloDnlDISIa Selima br MerrMrCelw d. Shearcebrmedm` a Load MeaM1 in 2 r 1 6 PCetla Me bT m 0.50°/ HN RdIed See ode NSC:A501lm mcced4WOdCOh ND92005: NSD C120WCmvete ade Number of Shear Rerlom 14 anal Odumn Method PCA Load Contwu Reclan WarMINOR[ eaNo Jolrrt COOrtlinetac antl Temoerafures Rl5 3D Veraon 8.10 Is bwe,m,cea O1 Ml"93\ 4CSd:13edae.( Page 42 p.y.r 10 3 1.12 I.y EWe wra Checked By._ John Codrtlinafea and Temoerafuree Moralnuetll a.N.: ..71". 21 10-093 ft I I I.y apew Checked By Jolyd Coo alas and TemoereNres lCominuetll RIS43D Vernon 810 ]8lsmepmjedkpm MIm0931CPLC5Ny12edge red] PapeQ m, aeaa Eau ],loreMW3nrEdywmChecked By.__ if1 RR L.i3fr ^» == m—c Me 7 i 7 i.[Fl ii iiii ns3'r)i.SLfi ®Li«F'!Tl•i6!(•' : CoIC Formed Sleet Seelldn Sala oowvees RhA3D Vernon 5 a0 ]s KRepmeeavol m1 o-mi3d LL xl2er er34 Page 45 m ira>•>•T>•rt•= Rl5 3D Veraon 8.10 Is bwe,m,cea O1 Ml"93\ 4CSd:13edae.( Page 42 p.y.r 10 3 1.12 I.y EWe wra Checked By._ John Codrtlinafea and Temoerafuree Moralnuetll a.N.: ..71". 21 10-093 ft I I I.y apew Checked By Jolyd Coo alas and TemoereNres lCominuetll RIS43D Vernon 810 ]8lsmepmjedkpm MIm0931CPLC5Ny12edge red] PapeQ m, aeaa Eau ],loreMW3nrEdywmChecked By.__ if1 RR L.i3fr ^» == m—c Me 7 i 7 i.[Fl ii iiii ns3'r)i.SLfi ®Li«F'!Tl•i6!(•' : CoIC Formed Sleet Seelldn Sala oowvees RhA3D Vernon 5 a0 ]s KRepmeeavol m1 o-mi3d LL xl2er er34 Page 45 10.09] 1 FWe 9.T]. 2010 G .M,d By:_ Joiw Reedlons(C ] nue 5 d N10] 0 98.808 0 0 0 0 T''S N6 N11 0 0 0 5 5 1110875 3 89 0 0 9 0 0 0 6 5 m o a a a RISO 3DVemw 6.1.0 jS Na jevh13010.10.0931CP1F%Ul 3eMe.13Ej Pe9e 82 NS Beams Z moment max = 110 lb-ft Y Shear Max = 90 Ibs Y Moment Max = 182Ib -ft Reactions Max Sear = 196 Ibs Max Down 153 Ibs Max Up = 72 Ibs 31 4 32 f SCSE CLS 10 -093 412 Array Interior Wind Pressure Sept 7, 2010 at 1:17 PM 4xl2linteriorAd 33 10 093 PMpr cnecxee ar:_ JWM Reettions ICwtinueaO 98 806 A. 89 Bi 61L5 005 0 9 65 408 0 5 NM89 08 91 0 0 5 Q2 009 N] 0 s 1. RSA DVemon 6 1 IS aprajac61301 m1 OL93\C CSWX1311nlewor.r3EI Page 13 1W Beams moment max = 64 lb-ft Shear Max = 71 Ibs Moment Max = 186 lb-ft Reactions Sear = 196 Ibs Down 152 Ibs Up = 0 Ibs 44 4 45 M 63 C Loaft LC 6, M*W, SCSE CLS 4x12 Array Lead Edge Wind Pressure w/ wind dam Sept 7, 2010 at 1:46 PM 10 -093 4xi 2leadedge_W nddam,r3d MW E NS Beams Z moment max = 139 lb-ft Y Shear Max = 110 Ibs Y Moment Max = 186lb -ft Reactions Max Sear = 258 Ibs Max Down 137 Ibs Max Up = 0 Ibs 57 r: a r n:ann:arassiacsar s ms a EStasasana r rs cry HMO c®n;E xrs r az r s rtm m ar7.r sr«>•T' Kin WWMW.m, MW E NS Beams Z moment max = 139 lb-ft Y Shear Max = 110 Ibs Y Moment Max = 186lb -ft Reactions Max Sear = 258 Ibs Max Down 137 Ibs Max Up = 0 Ibs 57 M. 59 R 0 Ls' atls LC 6, CSE CLS 4x12 Array Trailing Edge Wind Pressure I Sept 7, 2010 at 1.55 PM 10 -093 1 1 4xl2ltrailedgeAd 10.093 me Wme vnuun Clmcked B(. GIODBIPsi 9 oek br Meander Oalm a z ntm emorw e¢50ear D<brmauon ea LaaE Meep in "3 YesY. N6 P -Della Ma ws TOlmnce 05Mh Nd Rdletl s I LMe PI : 9013M a aI mo' coEe NDS20os. ASO Mad, oEe ACI20@ NufterdSM1ear Reia M 1 Blazial Ldumn MCMOtl PU LOaE COMwr Lmuete Stress frock elan Bed Frerdn Warnin No Jomt Coordinates and Te pkamtumkaxal y he A fir• ri:sxc3•szzst• 7 7 EiFC 1[fisiFlFT4 l rl• Kca it ihx r i%r't•r>• RIS43DVerum8.10 Pape 13 10M3 Checked By Jaim Coordinaes and Temceratures lCOminueN RISAMVemona.10 (S:M¢Wgecbr301 %10-03 \CA=4xl]ItraYetlpe.r3tll Pepe" 0.apn VO 10.093 c Ea vme Pmmn Checked Ry:_ Jolm Coordinates and Temceratuma lCoilinuerll RISA- MVemonSID l3 kmepmlecb @ot %10.0931LALLSUx19treAeEpa.00l Pa9e13 WPNrO ID 3 Checked By _ if.1 2fUa.rd3fTM11 — Iaaaaaaaaaaaaca.maaaaaaaahh,m;P.,,,...,M. a .... ia=. TraE .smr•'rim r rx er:.a ColdFOr vk$ Steel $e Iceh Sets 11— woveses Member Pnmam Uala RMMVamonBIO [Sl,depgec61301 %"93\CALCS' 12atreYedpe 3E1 P89e15 7 7 EiFC 1[fisiFlFT4 l rl• rin omo 3'7 F'1•L i i'a I rrn r z x x c1cR>•I RISAMVemona.10 (S:M¢Wgecbr301 %10-03 \CA=4xl]ItraYetlpe.r3tll Pepe" 0.apn VO 10.093 c Ea vme Pmmn Checked Ry:_ Jolm Coordinates and Temceratuma lCoilinuerll RISA- MVemonSID l3 kmepmlecb @ot %10.0931LALLSUx19treAeEpa.00l Pa9e13 WPNrO ID 3 Checked By _ if.1 2fUa.rd3fTM11 — Iaaaaaaaaaaaaca.maaaaaaaahh,m;P.,,,...,M. a .... ia=. TraE .smr•'rim r rx er:.a ColdFOr vk$ Steel $e Iceh Sets 11— woveses Member Pnmam Uala RMMVamonBIO [Sl,depgec61301 %"93\CALCS' 12atreYedpe 3E1 P89e15 LarrgnY N]v 1010 .0',2010 7Y3 J H ea. 10-093 Cheg.d W 1..3 eq Wiw Plan Cri d 9Y: L J.'. Re9ttions fc.M1 uMl JoirR Re "ions 2ontinus RIM 3D Vemm 0.10 IS prole 201 U10- O9TG4Lmul21traile pr3tl P., 90 U RIM 30 Vemu 9.1.0 IS 0 110 31GLCS{0Oniletlpef3E] Page 91 moment max = 87 lb-ft Shear Max = 90 Ibs Moment Max = 1931b -ft Reactions Max Sear = 196 Ibs Max Down 153 Ibs Max Up = 0 Ibs 73 74 tiM Loaft: LC 6, Mx Wy SCSE CLS 3x12 Array Corner Wind Pressure w/ winddam Sept 7, 2010 at 2'.26 PM 10 -093 3xl 2comer_winddam.r3d yp 1 .1. 1'." Checked By GloOelPsIs Sections br MCMwr Cala a ude 5tiear Debmwdm caE Mesti InR I YesIdeIde Me 'rs Tderance7, EL 0.50% rvN Rdlea Sleel cage C'. NBO 13N S wade ease rvosz9os. nso er ®inPa: 2Pa n® CanoNe coee AC120@ Numeer at sneer ree is d aiaaielcmomae. mae com r I m maete Strew Block Recbn lar sn ara z:?:t• Bad Frenin VJaminm Nn Joint CooNmalea and Temmr ures n s osar s ii7 iv»1•4 i w rsa s szrz>•r rnllo er ®inPa: 2Pa n® sn ara z:?:t• o maRrr is ia zr:t• ca tr»rr na is^>•r- RIS43o versimela IS` smdWdec61301Nlo-093 \CgLCS3v12cdner randdamr3d] Page Yp].3af0 La10 -093 Checked By:_ Joint Co hMihores entl iemcereturea lCOrdlnuetll ase 75 10.093 ChLIld By: Jolyd coordinetea end iemoemt Pas ICOrdinuedl RIS4ao Vemim 0. to [SbckdWgddd`2Dl MlLLD9SCPLCSllxl2cwner rAnddamr3d] Page ECaE aq 14ma 2 27 10D9] Checked a .. ...a„ .a ... i. ColdF ,PWSl ISectionsets 1 ry d s awameeamaaeesa RI54 -30 Vemoh 0.10 IS Uweprojecbr101 Ml 0-093,a CS3xl2come— onddam.r3d] Pa9e3 RIS4 -30 Version 8 .10 jS bmeIXOjee4QO1N10.093WALCS ]rl2cmner wbddamr3dj Page ii7 iv»1•4 i rnllo er ®inPa: 2Pa n® sn ara z:?:t• o ase 75 10.093 ChLIld By: Jolyd coordinetea end iemoemt Pas ICOrdinuedl RIS4ao Vemim 0. to [SbckdWgddd`2Dl MlLLD9SCPLCSllxl2cwner rAnddamr3d] Page ECaE aq 14ma 2 27 10D9] Checked a .. ...a„ .a ... i. ColdF ,PWSl ISectionsets 1 ry d s awameeamaaeesa RI54 -30 Vemoh 0.10 IS Uweprojecbr101 Ml 0-093,a CS3xl2come— onddam.r3d] Pa9e3 RIS4 -30 Version 8 .10 jS bmeIXOjee4QO1N10.093WALCS ]rl2cmner wbddamr3dj Page 83 84 m I.,a 10.N3 +.r Eao. rab....... «...a mm cneaetl Dy. Globalratog onabr Member Celw tle Sheer Debrmaean Loatl Mn0 m4 13 vea 1ca Tde'enceMR-MeMR 050% 01 olletl Seel Cotle RISC ASD13M NbM COae NDS 3W6ASO er. ea,vne cme ACI jDDi W eal IarloeRegRnamnMCMOalvlNn JWRt Coordinates and Temperatures RS 3DVezme10 [SL eorR ec4Q01MIG- 0301CALMU12eaae.rM P.,1 tT .z, xIa 1DSM nv Ep. e.m Caeakee Ry:_ Joim Coodinates and Temperatures (Cominuedl Jpim Barnda, Condltlmu iLLilrltfF!4i k i1• lime' SZdL mffm isF ii Cold F .aaff Steel sac .n Sets aa mlb RI5 313WMWIIJo lslageyaieo6Q01P10{931CALC hl2edger3a1 P.,3 a acae aa1a 85 CLS10-033 nv Eea. wet vn CaeckeE JWM Coordinates and Temmralures 2ontlnueN RIS31DV-8.10 I5:.prlec6Q01n,104931GVIMU.12.aesr Paget sa 07 2010 e.. s104)93 nv aW.lum ana.unne wa.m Cheek.dW_ Member Distributed Loads IBLC 1 ' Dl M4 ssr:°r m inFUM rsx s® Jpim Barnda, Condltlmu iLLilrltfF!4i k i1• lime' SZdL mffm isF ii Cold F .aaff Steel sac .n Sets aa mlb RI5 313WMWIIJo lslageyaieo6Q01P10{931CALC hl2edger3a1 P.,3 a acae aa1a 85 CLS10-033 nv Eea. wet vn CaeckeE JWM Coordinates and Temmralures 2ontlnueN RIS31DV-8.10 I5:.prlec6Q01n,104931GVIMU.12.aesr Paget sa 07 2010 e.. s104)93 nv aW.lum ana.unne wa.m Cheek.dW_ Member Distributed Loads IBLC 1 ' Dl M4 RIM 3D Va.-a 10 Is k¢eProjev4p01 Al M93S ALMW z.aea.rN Page 11111111FzF RIM 3D Va.-a 10 Is k¢eProjev4p01 Al M93S ALMW z.aea.rN Page L419i 12. Loads. LC 6, Wx+Wy Results for LC 2, .6D -W SCSE CLS 10 -093 3x12 Array Lead Edge w/ wind dam I Sept 7, 2010 at 2:41 PM 3x 12leadedge_ wind dam.r3d M scs[ sNp. zoto 16093 Clledetl By Global ASC: ASDI3M Oa la SeNOne br MerrMrCela 3 vteaa cotle v rMma arAdta tt n title LM1ear brma0on Yes lqqWa Loaf Mean in -2 Idd PDena Ana - 3olttanae o.sa of dee Steel catle ASC: ASDI3M vteaa cotle NDS ZOOS. ASo n canttele oae AcI20m NurMttol Shear Re io d Pianal Calurnn MCTOOna PCA L..d Contour Ekaa e NFr Lonaeb Strati frock Redan ula Betl Fremin Wami No aub Yea JOIm Coo.dinares and Temoemturea RISA 3D Version Bl o [Sb epojec412g10110 -0931CALC51UlA2 Mdse MndWm.r3d] Pagel s.N petoto iLL093 Gedred By JOiM Coordlnetea end Temce &,, lCOminueN m cim. r:9a mac: s r>_•caal a RISA 3D Version Bl o [Sb epojec412g10110 -0931CALC51UlA2 Mdse MndWm.r3d] Pagel s.N petoto iLL093 Gedred By JOiM Coordlnetea end Temce &,, lCOminueN Cold Formed Steel Pmaertlae 3 1 A570 33 1 1 20500 1 11306 3 i III i A RI5430 Version 8 lO Adam. ]] Page 95 108093 Lam ked By Jolm Coordlnmv and Temoe2turea /Cominuedl RIW3D Version 8 1O Ml 0- 0931GM3.II1,..de aM.tl r3dj P.,2 10-093 .a eap..r..nd eem checked By:_ Cold Formed Steel PmO lea lCominuedl a.11.rtis acm csi z i RlS 3D Veraim B 1 O jSNaeMPiaas1201N100931C =QxlbeaMCge wndWm.Mj Paged cim. r:9a mac: s r>_•caal a Cold Formed Steel Pmaertlae 3 1 A570 33 1 1 20500 1 11306 3 i III i A RI5430 Version 8 lO Adam. ]] Page 95 108093 Lam ked By Jolm Coordlnmv and Temoe2turea /Cominuedl RIW3D Version 8 1O Ml 0- 0931GM3.II1,..de aM.tl r3dj P.,2 10-093 .a eap..r..nd eem checked By:_ Cold Formed Steel PmO lea lCominuedl a.11.rtis acm csi z i RlS 3D Veraim B 1 O jSNaeMPiaas1201N100931C =QxlbeaMCge wndWm.Mj Paged 4 F, I •` 1"93 rene<rm Chl.ked W Joint Reaatlona (BV Combination) (ContlnuW) RIM 3D version a.l.o s4aepojec6QO1 W 0- 0931CPLCSlel 21a.ME9e_M,d.. rid] Page 33 NS Beams Z moment max = 146 lb-ft Y Shear Max = 88 Ibs Y Moment Max = 113 lb-ft Reactions Max Sear = 253 Ibs Max Down 131 Ibs Max Up = 0 Ibs 103 in ar s rit mseMe.— Inr_innec:sarz:sr;rsr>. RIM 3D version a.l.o s4aepojec6QO1 W 0- 0931CPLCSlel 21a.ME9e_M,d.. rid] Page 33 NS Beams Z moment max = 146 lb-ft Y Shear Max = 88 Ibs Y Moment Max = 113 lb-ft Reactions Max Sear = 253 Ibs Max Down 131 Ibs Max Up = 0 Ibs 103 E 11 11 Results for LC SCSE CLS 10 -093 2x12 Array corner w/ wind dam Sept 7, 2010 at 618 PM 2x 12mmer_wi nddam. r3d 104 105 I\ , Chaal W GlobalUeNay Se,t" lV MemCer Calm 3 exmi caumm meNOa MemeSriearll. 1. ea LOa4 Mesh In "3 Ym Id0 etla Mal 's T°lemna 050% G 1 iiirTl S L°naHe Strna &oaM M.Nagular Hor RolleU SkN Lofe ARC -. ASD 13t Bad'. Mrain I N°u Nb°E C°Ea NUS NOS -ASD a Camera. HCI ZO@ n Jolm Coordlnahs and iemceerturaa nl smoffiiaiaogooFi7Eit iFbY?•Sr exmi caumm meNOa PCA Load cwmur acm i1 G 1 iiirTl S L°naHe Strna &oaM M.Nagular Bad'. Mrain I N°u nt cannoos n n n n Jolm Coordlnahs and iemceerturaa nl smoffiiaiaogooFi7Eit iFbY?•Sr i1 G 1 iiirTl S nt cannoos n n n n n rl•)•iiII:r c n nae s>•c s>_r:sr o sm a'annno MMMMnonn, a n n no m mr si c e s i s%sn:• w r mollgym RITA 3D Verslm e l o (S:kme,a,&Ns lMI00B3rL CSL12mmer Mnddem.r3d) Pepe 23 s "e P6 010ions] CIN.ked By vna arma srnrpa a :mlaxrn a:xvnmsa:mlaxrn i: Fihi i:t•:g1iR![:7i![fi iia i> S3tiLS L iL' .'.fi7liF:f #F fi CFI•.'ib1• nLRII 1Fif iFF41•:7:F 1•b)• n! iSEi{ ? Y® i ::F'.L i{FL!1•F'E:F F:ifi nta'd ®® Fib'0I.T.1 ifP^!- +Omi= MIR uaxe° L y G 1 as ] RIM 3D VemIm 9.1.0 S: bOep°Iea6r301M10.09] \CPLLShl2wmtt vinhNm rSdj Pepa 25 1061O -0.3 LI-kad By — JOIN co 0. and remcerg,ty. ICondnuedl JWM Boundery CondWons s.e Puzoro10a3chewedRy:_ Member Dlsblbu Loads lBLC 1: DI lC,n nuadl Member Disvibu Loads(SLC 2: WY) 1 a c - 1u -ma o 0 i f3si.EF Eka'r)• i iER)i: ®!F)•SF r' nor ^. ®i:_Fi l i'r?• iF'lG3Ef•iiaZ s r o ®asxa sa r>_E:xna 0+:> 7 assx iaz r>_sm>• mow. smoffiiaiaogooFi7Eit nt cannoos n n n n c n nae sm a'annno MMMMnonn, a n n no mollgym Ff if Fi 'kIIlii+9p bSFiiaRBE1$i *Li[i[&f C O? SFi SiV. 3i7Rbf 7 iap 9'ffi r'ES f:L1 f:i9' 19 PM,o,a10 C,,W — Member Section Dell one Mondnue xs s mzs 1 n -oo o0 1 as. Nc nc ombfi to y .0PMO,o 111CLS .1 11113 GeIX By_ Joim Reemlone (BV Combinabon) ICom nue NS Beams Z moment max = 160 lb-ft Y Shear Max = 97 Ibs Y Moment Max = 173 lb-ft Reactions Max Sear = 328 Ibs Max Down 230 Ibs Max Up = 8 Ibs 112 4 113 120 121 i06093 Ift. cneeiee B y:_ Dla le SecEOm for MemLer Celw r ri1 m eN n uee sneer emrmanw oae Mesn in ^Z vm O POena Mel t imeRnw o.W %e No[Rooee reel Cotle aSC AsD 13M vnw cone 1 NDS mos: ALD Lonafte LNe ACI3003 Number ol5neer Re -wmaerne l o s a ra aas%xsFa anal ool —M.. PLA LOetl COnfour FAe ConaeBft Block ectan Batl —V OM, M Noo RISAMVrslonelo IS: krsepofec6, im0. 1ao9 ]1CALCSr3,3eeaeaoe_xlnaWm.nal Pa, NptO 106093 CneckM By Joi&Boo daw ConElGons (Contlnoeo) i sF lplaF iYa i>•S?,iSdFSi•i %S'.d,)•ifF':ff F'f CF i?ibl RS f drTd t; i t+ U1•i fi^...'1•4i Cb'ii.ib. f.[ EIS1ii RTf 9ir •'.1 7R3%a F2 i>I r'.` 1fR. IF :RIC$9i,??!,liii Eii•i?:Ti Member Prlmary Dab RIS43D Version 8 . 1.0 sb «Wciecd=Ml0 3\C C5 lDeeacdaa_rinatlem.rN P.,3 sE ao me 122 10093 Cneck[d By JWWC rC/ k and T rt (CandnueO t MEOW i. F r-. R: R.: EiGd ,?•-.RT,T!.'IS.'R'.1___ F! Re1 if'il• n iL! <eTif T sip SCS6E FW)u]0,0 10.093 GeckM By Member DW lbutetl Loe0.5lBLC 1: O) 1•S,1•ii4t o s a ra aas%xsFa W-10 iF:iF»ib1R,7•iZi:l•, RISAMVrslonelo IS: krsepofec6, im0. 1ao9 ]1CALCSr3,3eeaeaoe_xlnaWm.nal Pa, NptO 106093 CneckM By Joi&Boo daw ConElGons (Contlnoeo) i sF lplaF iYa i>•S?,iSdFSi•i %S'.d,)•ifF':ff F'f CF i?ibl RS f drTd t; i t+ U1•i fi^...'1•4i Cb'ii.ib. f.[ EIS1ii RTf 9ir •'.1 7R3%a F2 i>I r'.` 1fR. IF :RIC$9i,??!,liii Eii•i?:Ti Member Prlmary Dab RIS43D Version 8 . 1.0 sb «Wciecd=Ml0 3\C C5 lDeeacdaa_rinatlem.rN P.,3 sE ao me 122 10093 Cneck[d By JWWC rC/ k and T rt (CandnueO t MEOW i. F r-. R: R.: EiGd ,?•-.RT,T!.'IS.'R'.1___ F! Re1 if'il• n iL! <eTif T sip SCS6E FW)u]0,0 10.093 GeckM By Member DW lbutetl Loe0.5lBLC 1: O) Member Dl&dbo L.d.MLC3:9W) Member DlaMbo Lo ds /BLC 3: Wi) ramwmmc'll Member DIAribo L.& WC 4'Emrl Eft iliiF,i%>aF)• 5 Nwa euM.maw.we.cm wu swuummms rmi mn D FF EF})•oi]DtF n ii0E5 «,1•iZJi RIs MVenim 8 . 1.0 Pe6ee o s a ra aas%xsFa Member Dl&dbo L.d.MLC3:9W) Member DlaMbo Lo ds /BLC 3: Wi) ramwmmc'll Member DIAribo L.& WC 4'Emrl Eft iliiF,i%>aF)• 5 Nwa euM.maw.we.cm wu swuummms rmi mn D FF EF})•oi]DtF n ii0E5 «,1•iZJi RIs MVenim 8 . 1.0 Pe6ee Member DIAribo L.& WC 4'Emrl Eft iliiF,i%>aF)• 5 Nwa euM.maw.we.cm wu swuummms rmi mn D FF EF})•oi]DtF n ii0E5 «,1•iZJi RIs MVenim 8 . 1.0 Pe6ee 5 Nwa euM.maw.we.cm wu swuummms rmi mn D FF EF})•oi]DtF n ii0E5 «,1•iZJi RIs MVenim 8 . 1.0 Pe6eeRIsMVenim8 . 1.0 Pe6ee 128 129 al 1.1a 14033 C adee By GlobalCislav Secbro kr MpnMfCelq T"3t7''SL71'TA31}T9 iF'R!r m snIaee ea, Delammaeenae rn aLOae ...... .. r. CF 7 361Ef ll P - Dentg - s ierance 0.`A% NSC'. ASD 13Yl i t:IJ3f 1f!SiL11^. o, ROHM SI Shaal wane cane NDS ZOOS: ASD iA OsECi OliFaO'1 m731f1R#171^L•':S il fiR[? Cana a AG 2002 facer• IG-1 1Wnbm %—Ream d r. T'3f•1?S.'71R65TiRT•1 iF!RIY 1715!ES13T}l e dulm McNW PLA LoM Conbur F.i7!ii F#1r.F'- etler f-V3[1f.+ Cmaele Stress &ak lai Rae Fm,dn NAminm yesNoyea Jolts Coordinates end Temoerefums quen BOmOYU_ RI5 D Version B 10 IS kaepojeds@0, %I00931G CS Bpanect3el Page I t$ GaOad 91 JoIM B FundsM Conditions (COndnuedl o.. +,tiz= >s; a Bn>•c ez era x+•sr>• Cold Formed Steel Section Sets m mmaan RISA M Version 8.10 IS kmepojpe4=0,10-0931CALCSAUS x r gdj Page 3 io.a93 cneaM 9r: Joint Coordioeteaend Temcemfw (COntinued) RISX30Venion8.l.o IS:boepojev4130t %1609] \CPICSY]x8mner Ml Paget 10 -093 ..Mwm pnuun CNe Ikad By: Fil i2f7:^ T"3t7''SL71'TA31}T9 iF'R!r i€1 r. CF 7 361Ef 1'7liR!!]f.Rf7 iF3 7 FS t7 Zr:!9 tR! i t:IJ3f 1f!SiL11^. EA3RTA i^!tJ.' iA OsECi OliFaO'1 m731f1R#171^L•':S il fiR[? facer• IG-1 r. Fit"..' r. T'3f•1?S.'71R65TiRT•1 iF!RIY 1715!ES13T}l f,i liFL O) fiRlmF.i7!ii F#1r.F'- f-V3[1f.+ i61 RF s:IGSF liliF'/ fiaT'I m.ma r naru.rxa ae srn a— z. . rfr,>•s a ran r,fara e zlr. r.- En t•>•ra.r cc.+ma Member Dlstdbuted LoedB 111: D) Member Distributed Lasds IBLC 2: ft) x.a I T ^e_It°amae- oew'mm'em =1 p_ OsECi OliFaO'1 facer• o, f,i liFL O) i61 RF s:IGSF Member Distributed Lasds IBLC 2: ft) x.a I T ^e_It°amae- oew'mm'em =1 p_ hhunber 8 rib 3 facer• o, f,i liFL O) i61 RF s:IGSF liliF'/ hhunber 8 rib 3 Member Dlstr)bMed Loads MLC d : Ens) em t X 225 0 RIS430 Version 0 .10 IS kaelxajethQ01 %IWW \CPLC51]xBCwnerr3El Paged f,i liFL O) i61 RF s:IGSF liliF'/ Member Dlstr)bMed Loads MLC d : Ens) em t X 225 0 RIS430 Version 0 .10 IS kaelxajethQ01 %IWW \CPLC51]xBCwnerr3El Paged 135 136 144 145 10-033 a eq. Checked By Member Sec[lon Deflections ICmtinuetll Rl5 30 version ea .0 [S bmegrofcPlaWl 0\1 bMI\ CSMSle¢MEger3d) Pe0e 31 om,... SCSE sP II I.,. o..... 10-093 1..., I..., Epa hna Raaau. rn rnna aam UeckM bti'._ JWM Reactions /BV Combinetionl (CominueC) i1i 7 i1b14 Fi7E F/7F4 14'6'lolU'3)•1• t t3FS'7 t t1 EfO^ir t t?3ES t t t1 t Rl5 30 version ea .0 [S bmegrofcPlaWl 0\1 bMI\ CSMSle¢MEger3d) Pe0e 31 om,... SCSE sPII I.,. o..... 10-093 1..., I..., Epa hna Raaau. rn rnna aam UeckM bti'._ JWM Reactions /BV Combinetionl (CominueC) F -1 J RlS 3D Version 8 1,0 Is lsmeyoiececQO 10-0 3JI CWxffleadedgef3dj Page 23 151 JOIW ReecVc. (BV CombMaflonl (CoOM. d) RlS 3D Vermlm e.1 .0 Page moment max = 120 lb-ft Shear Max = 113 Ibs Moment Max = 97 b -ft Sear = 283 Ibs Down 150lbs Up = 0 Ibs Fi7E t t3FS'7 t t1 F -1 J RlS 3D Version 8 1,0 Is lsmeyoiececQO 10-0 3JI CWxffleadedgef3dj Page 23 151 JOIW ReecVc. (BV CombMaflonl (CoOM. d) RlS 3D Vermlm e.1 .0 Page moment max = 120 lb-ft Shear Max = 113 Ibs Moment Max = 97 b -ft Sear = 283 Ibs Down 150lbs Up = 0 Ibs 152 153 10.09] checkm 6y'. Member Section Deflections (CO Vnue Joim Rescbons My CombinMion) RlS- MVersim810 Skwepofec MIM10W31CALC51k8NeiedWrJd] Pepe zl zqr zolo 10-093 Checked Jolm Rescbons (BV Combination) XoWinuW) RI5 MV—Alo P.,n 159 io-0 3 ccckee 9y:_ John Re9m)ons MR Combinmlon) 2ominuMl RI8A3DVen:im8.1.0 Pepe= 3 Beams moment max = 77 lb-ft Shear Max = 111 Ibs Moment Max = 97 lb-ft Sear = 160 Ibs Down 122 Ibs Up = 0 Ibs n r..emt_saci:wmrzr sAa9z RI5 MV—Alo P.,n 159 io-0 3 ccckee 9y:_ John Re9m)ons MR Combinmlon) 2ominuMl RI8A3DVen:im8.1.0 Pepe= 3 Beams moment max = 77 lb-ft Shear Max = 111 Ibs Moment Max = 97 lb-ft Sear = 160 Ibs Down 122 Ibs Up = 0 Ibs ME 161 10 -09] CMCketl By._ Globe) py a SeNOna for MerrMrCal¢ 3 xde sneer oarwmesw ae Mean n "z vea tlz PD¢Aa el -a TOlerence 050°/, mivvv rr r nsrelmrrartra Hot olletl S h RISC: ASD 13M Aa NbN Catle NDS 2005'. ASD a nn qMe CWe AU 20 Fai[Si iT71MOR vr rr^^^v raair fn SL F3 iF1RR6:f[t: NumCtt 015M1eer Re -cn a d a+vrm vt[merr.!v vv.^.vrv natc's_ r0 f33f1f PaRT3 Blmial Column MCMM Loetl Cmtllll iT}iDI iP.'.I:! etln 6 islT.T.,JMMM Lmue4 Sb ®a ock RMan lar arl7 f BeE n n Nkmin NoM MMMM x+RIX JWi Lootline and TemmMum RISAaD Velsmne1a St.e,,ecB1201%160931 C51h0v Ir3d] Pagel 866E Aar]. 1m028PM 10.09) rme Vann Rerwnwwme eem Cl,eekeE By Member Primerc Deb lCOnfinuetll DCQ. r- 7 fn9 f[.Ft 1^f7 Ei70.1iP9F.7 vvacvirc rz mivvv rr r nsrelmrrartra irm Aa samv vrsavvv.v nn t R mivmmam Fai[Si iT71MOR vr rr^^^v raair fn SL F3 iF1RR6:f[t: a+vrm vt[merr.!v vv.^.vrv natc's_ r0 f33f1f PaRT3 67?i6iF' iT}iDI iP.'.I:! r- rar r.rnB raemra ncv? islT.T.,JMMM Gi l- arl7 f fS 7R'S11^d.'73'}Tfl iii^ MMMM x+RIXrrlmnrt m•Ir'v n[si icsrTV® i[ iF r. t:T:® my uv v rNsarr:,vv I]iFlf"f7PT•'liF11:11® v. v llr ixrrc c0ism:r FF' : rt ta+.T T7 R.RS lilr,. f.1• n aumv vran:vv RISAaD Velsmne1a St.e,,ecB1201%160931 C51h0v Ir3d] Pagel 866E Aar]. 1m028PM 10.09) rme Vann Rerwnwwme eem Cl,eekeE By Member Primerc Deb lCOnfinuetll DCQ. r- 7 fn9 f[.Ft 1^f7 Ei70.1iP9F.7 vvacvirc rz mivvv rr r nsrelmrrartra irm v v.r::v v rmnvrn•iran samv vrsavvv.v nn vw^v n^nv mivmmam io 2'ssavvcs»rncrt vr rr^^^v raair fn SL F3 sue iF1RR6:f[t: a+vrm vt[merr.!v vv.^.vrv natc's_ r0 f33f1f PaRT3 iT}iDI iP.'.I:! r- rar r.rnB raemra ncv? Gi l- arl7 f fS 7R'S11^d.'73'}Tfl iii^ MMMM x+RIXrrlmnrt i[ iF r. t:T:® m. I]iFlf"f7PT•'liF11:11® v. FF' : rt ta+.T T7 R.RS lilr,. f.1• v vvnvv v s v rv v r v SWORD vnv ersx v r o v i P x3vvenPE'_r v iivsai•v r r v rr i v cxvv6xzv.r r v c s sx vvxt•v r 162 10.093 GheakeE By:_ J M b' CT mf !C b ,,A i>• 4' t: Ri ,:1 FT 1#1:,T L:T.RTi_ vE i' IT,MM FlM0XNE v r- Isam F1'iG'8 r'' vvacvirc rz mivvv rr r nsrelmrrartra irm v v.r::v v rmnvrn•iran samv vrsavvv.v nn vw^v n^nv mivmmam io 2'ssavvcs»rncrt vr rr^^^v raair fn SL F3 sue vvrtv ar a+vrm vt[merr.!v vv.^.vrv natc's_ r- rar r.rnB raemra ncv? l- v vvnvv v s v rv v r v SWORD vnv ersx v r o v i P x3vvenPE'_r v iivsai•v r r v rr i v cxvv6xzv.r r v c s sx vvxt•v r 162 10.093 GheakeE By:_ J M b' CT mf !C b ,,A i>• 4' t: Ri ,:1 FT 1#1:,T L:T.RTi_ vE i' IT,MM FlM0 XNE v a rrr c rnne^ard n Isam F1'iG'8 r'' vvacvirc rz mivvv rr r nsrelmrrartra irm v v.r::v v rmnvrn•iran nn vw^v n^nv mivmmam vr rr^^^v raair fn SL F3 sue vvrtv ar v vvnvv v s v rv v r v SWORD vnv ersx v r o v i P x3vvenPE'_r v iivsai•v r r v rr i v cxvv6xzv.r r v c s sx vvxt•v r 162 10.093 GheakeE By:_ J M b' CT mf !C b ,,A i>• 4' t: Ri ,:1 FT 1#1:,T L:T.RTi_ vE i' IT,MM FlM0XNE v a rrr c rnne^ard n Isam vvacvirc rz mivvv rr r nsrelmrrartra irm v v.r::v v rmnvrn•iran nn vw^v n^nv mivmmam vr rr^^^v raair fn SL F3 sue vvrtv ar a+vrm vt[merr.!v vv.^.vrv natc's_ r- rar r.rnB raemra ncv? a.10 15: bmeprajev41201 %10- 0931CALCSrdr6wmef rJtl] YBge3 SCSE yp 1. A,a JlbNl Yexurro.r :10.093 mMm an CMMNBy._ Member Di&ribuferl Loe s MLC 5' Fo J (Cobtinuc mom M111RHMMMUMM. vrr.s ctaca ns nv v v v v v vvrtaavcvaevvvvv Membo, Cld RIS MVeraime.l.o [S:baeaoiear ,301 %10 -0931CPLC5, wmernd1 Pegea Isam mivvv is invr< san.^»sava n n mivmmam fn SL F3 3Rf3i7i i7 Of:Af.L7 MMMM x+RIXrrlmnrt m. vnnrlc smrrsw n aumv IMMO i 07. MIT 1 mci n r»rrrsjrrnne n_urYv'nv mom_ mc'ar c rtnsm n v tx m mnnrm i t.r¢cas. n u>ry roam R7F1 7 EMU am nnv!tM rsws smsan¢umv mean r,nR c+n sa nvrz rxi® ss wvr•>r nra rar cN n in'e ararxxi vvv camas ma v s nrr Imam INFRA mppmnsam lavm" ffm sxE n nnranmr;rn n ucncrmtrvrx>,rm m vn vv c-Enr^c3x r111110MUM" Trz san s anMEIV msm s n ucm vvvc mM= vnF"I szin nrMBRI:OrMIF- n D m nv nrm vn v Srufl mvvv m, annM si ffisMPM 1111 smn ca,>.s wn vv cai ianrlrcxsnmcmcsnvr:rzi rn vFty: sr..asarx san nvr:rz SUNmvE tsasac san mvv am sin ttrvarxrira n vv nl 21 01100 sz nMnc>rERRE M.ns tvv:zi n mnrmn rncr.rrziss n vvrx RIS MVeraime.l.o [S:baeaoiear ,301 %10 -0931CPLC5, wmernd1 Pegea SCSE iow3 Ch n ea ay:_ Member Section Dellectiom (ContinuM RlS 3D Vmim 8.10 Nl M93kMCSth er rM) Pe9e 13 a... s,P:;e,e 165 ioLei cneckee Ry:_ Member Section Deflect ,.n. (Comm.. Joim Reactions moment max = 117 lb-ft Shear Max = 86 Ibs Moment Max = 75 lb-ft Reactions Sear = 212 Ibs Down 146 Ibs Up = -26 Ibs en w r ww r x rs.:^.wrw arw s n ww s w3 tr..i rrcrxc wcw co s ww o ta rr_srram mo w rs>i ra wh mczca smc„rtcw•ww ww.^u^sa rav wrw sxras ww w r r^nr± ru en rw•w ra ww acxc+r_ wry emrM N a;.a Joim Reactions moment max = 117 lb-ft Shear Max = 86 Ibs Moment Max = 75 lb-ft Reactions Sear = 212 Ibs Down 146 Ibs Up = -26 Ibs 166 167 10 W3 WOE Checked By:_ JWe Reactions(Condnu cO lo 3 N33 Nets 0 150. ] 101.171 4 m] a M: 0 1 s N33 105 M2 1 Q 39 5 T., 6154 -3o version 8 1 [S MI 6 3hC CS1 cdge rid) P., 13 L NS Beams Z moment max = 82 lb-ft Y Shear Max = 82 Ibs Y Moment Max = 76 lb-ft Reactions Max Sear = 133 Ibs Max Down 127lbs Max Up = 23 Ibs 171 172 173 Jlb N 10-03 Chocked By lolirt Reactions(CceVdue Nl 733 N 0 93.0 0 0 0 0 lccd 142M1 6 W3 Nulees: 0 98. 8 0 RI5MV -8.10 Slcsc, rgecb14010k1608SC4CSLIeatlede,3 Pe.e 13 I* moment max = 115 lb-ft Shear Max = 82 Ibs Moment Max = 43 lb-ft Reactions Max Sear = 223 Ibs Max Down 130 Ibs Max Up = 2 Ibs 177 11 4/30/2010 OVERALL DIMENSIONS A = =3 a •088 Oa o: =s D= 0 for small ISYS sections E: -02] 1 . OS] R:= 011 3" ISYS SECTION ANALYSIS SECTION MULTIPLIERS MULTIPLIERS 2 alpha -1 for stud, alpha =2 for ISYS member 0 178 I OF25 4/30/2010 3 " ISYS SECTION ANALYSIS 20F25 M-- 2 sed,on- 2 for ISYS member, section = 1 for single stud or 2 for back to back studs YIELD STRESS 1 -s9 yield stress included increases for cold forming f- 59 ksi for small ISYS sections, f= 536 for large ISYS secvgns Gress Section Prooertles and Constantsfor Mud Sectors Taken From AISI Manual R+ r -0139 u- u.0218 2 2+ Fµ:. A- 21R+11 Aµ -2NA P -12-11 e =2888 aa; -A -1 ea. 29e3 11 6µ- e- 2(Rit) eµ =052a r: = 6rr- " lc + J L bb - =e - 2. -11 bb =0.114 Cµ -0 ,268 trl c. eC- \r +1\ 1J 0]59 N. tt -ml/c -1 cc =110] c 10..11 om.r.aae DH„= e u D =0 D -2,s.0 omemlae Eµ= 1 0 II E -0 Eµ =0.103 E -1R+d omennae Area of Stud Secton AREA,: =LIa r 2 b.2a+m(2 C r 2u)l AREA2 - 2.AREA1 AAEA,U,,- I11cf11.1AREA, Efy u0 =0028AREA2or—. XAXIS Moment of Inertia for Stud Section rI `2 \2 rI Ixeua:= 2r0041]a rb g rJ u B rl r0.149+3++ LL \\2 2 / lulu 0.08]]- c]+la- c)2.u(a BJ] 4 109'J 2 it zezipn -1 2 21O,OV1]e Ij( r 2 \\2 b 2 + +uI2 r1 +0.1493+ u00633c8. rrI Qle -c)2 +u 3 I2 r 93] r r. N9E vlliermaelLL \\ LL Lame -1 o1 Discards Betas { ren Cem -oid and Genterline of Stud Web 1c= IAREA [` 2+)+ u 0.363 r—N 1b+ 1.e]]- d +c(b +2nIJ If fevlon•I 0 amen Y -AXIS Moment of Inert a far Single Stud Section ED 2 3 balae'= 2.b1 b l z +rl + 12 +a.3se.I' +...o(b . ad2 +u {b.1 em -02. o usrJ - ^RAhme ^ 02 Name ° o1m Q L$ANKOVICH, S.E. SIER" CONSULTING STRUCTURAL 3080 S. DURANGO DR. C - SANKOVICH.SE SIERRA CONSULTING STRUCTURAL 3080 S. DURANGO DR. ENGINEERS SUITE 111 ENGINEERS SUITE 1 I I LAS VEGAS, NV 891 17 LAS VEGAS, NV 89117 702.804.5986 702.804 5986 179 4/30/2010 3" ISYS SECTION ANALYSIS 30F26 Distancle Between Shear Center and Web Centedine a en..,.a. ea z -e. en o Distance Between Shear Center and Centmid o (xc m) F9 Tarvonal Constant - J 3 n,ernon -t t3z. .I.. z.e.4.. r ml3 olnervn,e 1391+10 Warana Constant 332 ae t z. bb, s.. ee z ... (°e.tt ° .1laectt 3 +e..T .4e....e-a z r12. 112 , 2 .1a.. z ne.m.e... 3 Cw. 12 a..:.ee.l.. r .za13 —24 _2 II -[pan -1 2 Z .0 3 ea 2 Z 0 ] a 3 2 e e be t 2 2bb+3 12 eel a ct +1122 belt ..tt +°a.. z -Ee -¢ 12r 2 Z 2 3 ee a' r1200.2 be¢ +6 e. tt 12 2 omery 60.2.2. be,1..-2 a1a - m24ea tt2 o]2e Mlsc Bantling Constants 120 2 II._y°- ..e °.e° {ee- .f)2- =1@- x2] n ttnnn 2 -0e- ",)°- r< °1'Laa '[(2_ 1\ x e, -o,4s z r r( ee VIIII= n. zc [.1.(ee -an)3. 34(ee -aet l3 L`2 /] -\I2 -mall lav) L Il :all0n -1 wlAom.n„,. Ill' ob -xc)a, ].Y (z ee- n c'o1(2. 2 ) a\ \ 2- 1 I. 2.IYSiue.(Pw, illy nl) a0 e esz C, L, SAN KOVICH. S. E, SIERRA CONSULTING STRUCTURAL 3080 S. DURANGO DR. ENGINEERS SUI'T£111 LAS VEGAS, NV 89117 702.804.5986 4/30/2010 Gross Sect on RgoarLes tgr ISYS Sectlan I- Too mdlus Woor'° ovs s.t. 1,n.1 z - i - aea1 3" ISYS SECTION ANALYSIS Bottom mdius I :mo- o.,°9 . ra4.4sza(A- c.- ,aea.) z z Honz. flan0e 8 Honz, flange O Ixe1.18 t3 B 1(2 2 2 1, 1 2.DIw.la•Drw.4 2 -C+2 2 12 Vert. weblstiRener C Ven. stt nerE r E.]2 Ugz 124L 3 r GM.tl2 2 IvE— 112 tEry 3I Ea t 2 c +IR+E 2 If+= ltd 4limPt+ zlxe, 21x,+ 12 tA,a ii,ection - I 2. 4Ixmpt+21XB +2d,. 11 2. tAM] -I.— I,Y,a- OIxm`a +alma+ 4 Ixe. 4dg 4d+44xE+ 134Ay.] Ime ll n -t I,y, o h—s. IP oea4 4OF25 C. L. SANKOVICH. S.E. SIERRA CONSULTING STRUCTURAL 30805, DURANGO OR. ENGINEERS SUITE III LAS VEGAS, NV 89117 702804.5986 4/30/2010 180 3" ISYS SECTION ANALYSIS Il Too ra llius Bottum mCius lybpt' =0.1491 to 15]rt B -12 -5631) 2 IYpotr "0,1491.1+151 1+, 3GrI2 Mid Radius IIYm16r' r4 0149 -Ia 1,5]rtB- 0-12+,]631 `2 00>0 ra 1 12r a 211++3631 vil- 0,149 r3 5]B 12 H.ii Aancel58ff C 2 IYC CM.t3+CM.t IB iJ2 Horiz. Aanael8fiff E YE - ` 1'2'E6y03 aE6yt(B -OaZ II B>0 12'E t3aE tIB- IZ- r+2y+2 omemise Vert Web 8 / ` Vert Web D IYa._ 11' IBAy3a Bµ1. 1212 IYB 112 to ,,3 -bi, t B_B 2 I2 IYY ituE t -3. t3. Aµ12.1.A6y z/ a 41Yt.11, 4.l 1+ 4.1, 41, z Igor 2.t 1, 211111,112 .Slyt.,+4.II • 4. IYC 41YB•4. 110 +4- IYE- °- IYrner mu6 n.etll '2111 -tY IYSNE II SeRpn =1 A 1. 1 I.y. ota.lw.. 1yY s o1s 5OF25 C. L. SANKOVICH. S E SIERRA CONSULTING STRUCTURAL 30805. DURANGO DR. ENGINEERS $If ITE 111 LAS VEGAS, NV 691 17 702 804.5986 4/30/2010 3" ISYS SECTION ANALYSIS Area A,- 16] It 16+AN,12+ B6yt4 +CN.t4 +DW 41 Eµt4 ons atuE.- PNEgtuO IsN4 II I,-1 i oT.rwi.e Ag 1Yr rY Ag Variable Neunl Ads Deotb U6eE in Bening Analysis For Efteceve Section Prooertes I n Z Rms6: 2 + 4 Inc- a2 rz. a Inlsp..."i n w:. 1_ss 1 A1-2 wa1- (a'1 +wni 6OF25 Ag = 0,]08 x= 1.08] rY= 0.4fi1 1 1 1.5 2 1.52 3 1.54 4 1.56 5 1.58 6 1.6 J T.62 8 1.64 9 1.65 H C L. SANKOVICH. S. E. SIERRA CONSULTING STRUCTURAL 30805. DURANGO DR. ENGINEERS SUITE 111 LAS VEGAS, NV 891 17 702. 804.5986 4/30/2010 181 3" ISYS SECTION ANALYSIS Stress used -n ERed've Section CaT0 Uot ORs ylt a -R a t Ogre -t" Z dgr A - " bt I (ci G 151r re- 4, I R['2 I. C -te c JrarjLr If c 1 1_0 -1 me IJJ ,_ J n cicC -r Ir I[IA- o -cJ I wlroL ID a- LM, 70F25 4/30/2010 3" ISYS SECTION ANALYSIS 9OF25 G LSANKOVICH, S.E. SIERRA CONSULTING STRUCTURAL 3080 S.OURANGO OR, GLSANKOVICH. S.C. SIERRA CONSULTING STRUCTUML 3080 S. UURANGO UR. ENGINEERS SUITE I I I ENGINEERS 5111TE I11 LAS VEGAS. NV 89117 SAS VEGAS, NV 89117 702 R04 5986 702804.5986 9 I U f i III II I X pp III c I? ry IQ I3 1 2 3 4 6 1 1.5 52.931 91.969 37.692 52.931 2 1.52 52.518 92.193 37.923 50.965 3 1.59 52.602 42.911 38.197 49.537 4 1.56 52.689 92.624 38.963 48.196 5 1.58 62J69 92.831 38.723 46.789 ma= 6 1.6 52.842 43.033 38.977 45.967 7 1.62 52.918 93.23 39.224 49.1]] 8 1.69 52.992 93.423 39.465 42.919 9 1.66 53.069 93.61 39J01 0L691 10 1.68 53.135 93.793 39.93 90.992 11 1.7 53.209 93.972 90.155 39.322 12 1.72 53.272 99.197 90.37 G LSANKOVICH, S.E. SIERRA CONSULTING STRUCTURAL 3080 S.OURANGO OR, GLSANKOVICH. S.C. SIERRA CONSULTING STRUCTUML 3080 S. UURANGO UR. ENGINEERS SUITE I I I ENGINEERS 5111TE I11 LAS VEGAS. NV 89117 SAS VEGAS, NV 89117 702 R04 5986 702804.5986 9 702804.5986 0 4,30/2010 3" ISYS SECTION ANALYSIS Flange B: ISYS or Stgtl Unf.rmly Comoros M Element W Edge S5ffener Per AISI 04.2 5'= 138. 39500P--71-- B= nsa B 1 >O.J2e5 w BµrrII I/ //II 4 m1r13941 5 -0Kil 111e 5 .5I BMLL3 t \ \\ 12 n.- ma. osaz- 4s'3 RL mi 1e .1 grc kr m(]s].gl ".043 A) II °S0.21 mI 492- 5 — °ftIC . 0A3]A] 4 0.25 c 508 mm( 35]ft1.043,4) ot arnse w w21 2 t2 1 - 0,32 a t ru0. 22 1 -- T R \>08i3 11otherwisee1 Iwn w<s0 ia mnerwls. rn o1M1em'ise em = o.s2s 9OF25 O. LSANKOVICH.S.E. SIERRA CONSULTING STRUCTURAL 3080 S. DURANGO DR. ENGINEERS SUITE 1 1 I LAS VEGAS, NV 891 17 702. 804.5966 4/ 30/2010 3" ISYS SECTION ANALYSIS Flange O: ISYS Unfolmly Comoressetl Element w/ Edge Stiffener Per AISI B42 efl- if " 1 0s29sn° =0 Isrm 39914.I s _0328131 n5.5 .j ENJt 12 n.- 0.592\1- 4-- ' 3 RI r ml s .11 k r- miri(] 57 RIB 4) it 151025 4, 1111 - 5 - . RI" .0431.41 II 121 a s 08 min( 9.51fth+ 043.4) a0erwlse w Fef 239580 Ir1 2 12 t -0,32 tar I<t. mm(nsh) 4 Fcr Il nmi4>0 other- se 1_ 0.33 T II >I>g6]3nayh 4>0 I1 amer.44e G. r- Ciw it Wcegn nsir >0 tL4it w•o-l.ns0 0 mnerNSe P ( 3) au9men ^ m °se manic { 1) s1r (3) (7)1 Mervnea slr ° 'r (3) oe= 9 182 10CF25 C. L SANKOVICH, S.E. SIERRA CONSULTING STRUCTURAL 3080S.DURANGOOR. ENGINEERS SUITE 1 i1 LASVEGAS. NV 891 702 804 5986 I 2 3 1 1.5 411 0 2 1.52 42.193 0 3 154 42.4111 0 4 1.561 42.6241 0 5 42.831 0 6 1.6 43133 0 7 1.62 43.23 0' 8 L64 43.423 0 9 1.66 43.61 0 10 1.68 43.293 0 11 1.7 43.972 0 12 1.]2 44.147 0 13 1.74 44.318 0 14 116 44.485 0 1151 1.78 44.648 0 1161 1.8 44.807 10CF25 C. L SANKOVICH, S.E. SIERRA CONSULTING STRUCTURAL 3080S.DURANGOOR. ENGINEERS SUITE 1 i1 LASVEGAS. NV 891 702 804 5986 4/30/2010 3" ISYS SECTION ANALYSIS Flange E ISYS Sedon UnsCRened Edge Stffener Under Stress Gradient Per AISI 83 2 Eeg w a- Chs if o e 0 2u OMemme ftl 11 W>012ee 1 rrII I/ \11111 les -mini 398 5 - 0326 3, t 1155 .31J EMLL31 \ // 12 m Is. rim 1 1 M1re wrse Fs Oa3 / Fna-k. x1` /-.I E 12 12 \l 03'J I\ mil Ur le t.. rom(nslr) reek 1 E =0 shi.3 1,3 ONemise 022 1- r3 1 O1,emhe Es- JR,.EI, it <fi0n nsh 3 >0 EM. 0 v omervnee v vn e ro tJ 1 183 1 1 OF25 4/30/2010 3" ISYS SECTION ANALYSIS 120F25 GLSANKOVICH,S.E. SIERRA CONSULTING STRUCTURAL 30805. DURANGO DR. ENGINEERS SUITE 1 11 LAS VEGAS, NV 891 17 702 804.5986 Flange C Stud Sad on UnsCBened Edge ai nor Under Stress Graf errt Per AISI 63 2 Sma ert = w. err, ftI n « >o3Rellr. s II/ \11111 les- ml „3sg1 6 - e326),.11116. 5 .sJJ 1w23. t Ism 1R llh,11 1 aMermse 043 F 2 .295C0 l 12 121-032/ gM br re 1 _ rarer' nsb) tr As- ^F, it nsb >0i.2 1 mM1ermse 0,22 1 P._ s ttai>O673nnstri2>0 1 OMemise µb. s- Rr OiCµ11 fi0nnh >0 1 1. 2 Nu ^arsv 2 v mne wee 21r- gagmen nslr sb . b) eub en' 1 2 1 3 t 1 1.5 41.969 0.103 1. 52 2 1.52 42.193 0.103 52. 602 3 1.54 42.411 0. 103 0. 266 4 1.56 42.629 0. 103 6 5 1.58 42.831 0.103 1. 62 6 1.6 43.033 0.103 52. 9921 7 1.62 43.23 0. 103 Een° 8 1.64 43.423 0. 1031191.66 43.61 0. 103 1. 72 10 1.68 43.793 a 103 53. 337 11 L7 43.972 0103 O. Zfi6 12 1 .72 94.197 1 0. 10316131.74 44.3181 0. 103 14 136 44,4851 0. 103 15 L78 99.648 0. 103 16 1.8 99. 807 183 1 1 OF25 4/30/2010 3" ISYS SECTION ANALYSIS 120F25 GLSANKOVICH,S.E. SIERRA CONSULTING STRUCTURAL 30805. DURANGO DR. ENGINEERS SUITE 1 11 LAS VEGAS, NV 891 17 702 804. 5986 Flange C Stud Sad on UnsCBened Edge ai nor Under Stress Graf errt Per AISI 63 2 Sma ert = w. err, ftI n « > o3Rellr. s II/ \ 11111 les- ml „3sg1 6 - e326),.11116. 5 . sJJ 1w23. t Ism 1Rllh, 11 1 aMermse 043 F 2 .295C0 l 12 121-032/ gM br re 1 _ rarer' nsb) tr As- ^F, it nsb >0 i. 2 1 mM1ermse 0, 22 1 P._ s ttai>O673nnstri2> 0 1 OMemise µb. s- Rr OiCµ11 fi0nnh >0 1 1.2 Nu ^ar sv 2 v mne wee21r- gagmen nslr sb .b) eub en' 2 3 t LS 52.431 0.266 2 1.52 52510 0.26fi 3 1.54 52.602 0.266 4 1.56 52.604 0.266 5 1.58 52.769 0.266 6 1.6 52.892 0.266 7 1.62 52,9181 0.266 8 1.64 52.9921 0.266 9 1.66 53.061 0.266 30 1.68 53.135 0.266 11 1J 53.209 O.Zfib 12 1.72 53.2)2 0.266 13 1.741 53.337 0.266 19 1J6 53.W2 O.Zfi6 15 1.70 53.965 0.266 16 1.H L 53.526 C. L SANKOVICH, S.E. SIERRA CONSULTING STRUCTURAL 30805. DURANGO DR. ENGINEERS SUITE 111 LAS VEGAS, NV 89117 702, 4/30/2010 3" ISYS SECTION ANALYSIS 184 13OF25 4/30/201 O 3" ISYS SECTION ANALYSIS 140F25 Wi C'. IS SI SGffenetl Element Ji Stress Guti Per AISI B2.3 Ciave en' b -ew, no «C be 9 Rrl br i e 1. b eb( ") if 2 121 - "fhi.] 12 L kr- 412((1. wJ3. 2 -(1.w if f2 c0 412.11- wII3+22( \1 -wI) Neemlee Fe, k 8229500 ' 2 12 1121 -ee2v2 V 1t azza a' mai,aen ' 1 omemiee ee i o. 1i e. w. n121eo e 3_y' aMe wlx be 2e2, ' n be 14n Vi t21 a0 be eti it pes 4 Awi O. zee n 12x0 I., be 14 n12i10 eel - et I If2>9 CaJpm. A CS, C, L SANKOVICH, S. E. SIERRA CONSULTING STRUCTURAL 30603. DURANGO DR. ENGINEERS SUITE III LAS VEGAS, NV 69117 702.8045986 0 omen e ° ne9 veesi .- r .eti. z e eneglea o mner.4e. uem.n4'Ie1 .e2I'OaMe] LL/ lt> r- au9men1,oe° .ea.Ch C2.°nay.Yneg/ I be °1 12 °ne9 YneB C. L. SANKOVICH.S.E SIERRA CONSULTING STRUCTURAL 30805. DURANGO OR, ENGINEERS SUITE 111 LAS VEGAS. NV 89117 702.6045966 1 2 3 4 5 6 1 1.5 0.266 0.121 0.145 0 0 2 1.52 0.266 0.121 0.145 0 0 3 L59 0.266 0121 1 0 0 4 1.56 0.266 1 0.145 0 0 5 1.58 0.266 0,122 1 0 0 6 1.6 0.266 0.122 1 0 0 7 1.62 0.266 0.122 0.149 0 0 Clare el- 8 L64 0.266 0.122 0.149 0 0 9 1.66 0.266 0.122 0.144 0 0 10 1.68 0.266 0.122 C. 199 0 0 11 1.7 0.266 0.122 0.199 0 0 12 1.22 0.266 0.123 0.143 0 0 13 1.24 0.266 0,123 0.143 0 0 14 1.26 0.266 0123 0.143 0 0 IS 1.28 0.266 0.123 0.143 0 0 16 1.8 0.266 0.123 0.143 0 C. L. SANKOVICH.S.E SIERRA CONSULTING STRUCTURAL 30805. DURANGO OR, ENGINEERS SUITE 111 LAS VEGAS. NV 89117 702.6045966 4/30/2010 3" ISYS SECTION ANALYSIS Web A. ISYSISWd Webs Under Stress Gradient Per AISI 82.3 Pery = a p p FA o e op i.l F l.2 12I °sLi.S h It k 4.1 1 wi 3 <2 1 rw1]8121<0 4 2(1- @I)3 +2 1 -wj ome-se z\z a t -03z 1u1F 022a tau........ Iii~ 3<wl If I21<9 e 3 -w.I Wxemise e -°t19 os4 "111 923eA12110 1 +ew1'°1.. 11 ep >4 1 12110 e -°I' n 12'>a a.otry' - "url t' o 0,y!r °aepmi- atI *°z a1i. °21ce °eptlil 150F C, L SANKOVICH, S. E. SIERRA CONSULTING STRUCTURAL 30605. DURANGO DR. ENGINEERS SUITE 111 LAS V ECAS. N V 891 17 702 804.5986 185 4/30/2010 3" ISYS SECTION ANALYSIS t1 99ppg<p 91 °FI n9ep0] 9 ea.et.°2.6o.9 r„e9/ 1 o x. °t °2 16OF25 C. L. SANKOVICH, S E SIERRA CONSULTING STRUCTURAL 3080 S. DURANGO DR. ENGINEERS SUITE I 1 1 LAS VEGAS, NV 89117 702.B04.5986 2 1 3 4 5 6 1 1.5 2.666 0.667 L333 0 0 2 1.52 2.666 0.671 1.333 0 0 3 1,59 1 2.6661 0.676 1.333 0 0 4 1.56 2.6661 0.681 1,333 0 0 5 1.58 2.6661 0.686 1.333 0 0 6 1.6 2.6661 0.691 1.333 0 0 7 1.62 2.666J 0.695 1.333 0 0 en' 8 1.69 2.666 0.7 1.333 0 0 9 1.66 2.666 0.709 1.333 0 0 To 1.68 2,6661 0.709 1.333 0 0 Il 1.7 2.666 0.713 1.333 0 0 12 1 .72 2.666 0.717 1.333 0 0 13 1.74 2,666 0.722 1.333 0 0 14 1.76 2.666 0 726 1.333 0 0 5 1.78 2.666 0.73 1.333 0 0 I6 1.8 2.666 0.734 1.333 0 16OF25 C. L. SANKOVICH, S E SIERRA CONSULTING STRUCTURAL 3080 S. DURANGO DR. ENGINEERS SUITE I 1 1 LAS VEGAS, NV 89117 702.B04.5986 4/30/2010 Fully ERecpye Bements FEE := I Bra B, 3" ISYS SECTION ANALYSIS YB1. A 2 rtr 2 -r yrb A- Z -.363r tYb• -2.., 6eYa'- I.r B u-2 0 .11 m. YIbYLbr A - C. I +.363 2 0 mermee Yr_ISnJ'- c -Z- . =2 0 or •- Ion, if .. •. 0 M6emi ym- JA-C- ' I1 " -22 o INnerwee ct cM cB, YCirA - IR. tf- Z E1 r IEN 11 n -2 0 oibermae YD- A -C. R+1. µ2 1` o • mean.. surnb r Bt.4rt +4r,, D1. q. E1 SumbY BI YB1.2rr Yn.2.r,.. 2im, Yr lays t+ 2,m,y yrnys 0 V, y,, CI YCt'E( YEl SumbY_eGU•re- 8, 1. 12 • 2rr Yr12+ 2. 1t Yrb2 •2r15yi Yr my' 1 +2rIi, Yr my, b2• nI YU2+ CY YR2+ EI. yEt 2 10 r ", 112.03. 112. E,' .1 n - 2 1 3 4.149r + 13 Ct Mfo, y1se ens 9mert(Sum b .SUmb y ,SUm bY_que te.l _ a EE 2615 5162 13]9] 4110 C 3080 3 186 I70F25 ( 4130/2010 3" ISYS SECTION ANALYSIS 18OF25 LSANKOVICH.SE SIERRA CONSULTING STRUCTURAL 5. DURANGO DR. ENGINEERS SUITE 1 11 LAS VEGAS. NV 891 17 702.804. 5986 Iteration mm Par6elly Effectme Elementst Ygr3 ANA, . - AMA YAr] A - R -t - A INn• m;.• 2 E.i .-IEe6 I -2 1. 3 0 INbervnse YE1'-C -R -I- 2 BI +AmIII +Ane9i +0+Ceq'+Cme9. +E.i+ FFE1. 1 SumbY r 31 yB1+ Ai AneiID,Yni /+Ce11i YC., One9.YCne91 E. YEI. FEE 12 SumbY_e mm, BI(,.) 2' Atulll(, A)2 'A,i(YAni +0.(yVi,CeT(YC 2'Cne9I Yeneg 2' Ef( yg2+ FFE1. 3 Ixown. +- ANP B Ane9] +CeB 3 Cne9 E (E 3IFEE, VVVV 12 12 12V 12 + 12 1. 4 sumby' Sumb1 F .a_ 1. C LSANKOVICH.S.E SIERRA CONSULTING STRUCTURAL 30805. DURANGO DR. ENGINEERS SUITE I I I LAS VEGAS. NV 89117 702.904. 5996 2 1 3 1 1.51 1.603 1 0. 423 2 1.521 1.603 1 0. 423 3 1.54 1.603 0. 423 4 1.56 1.603 0. 423 5 1.58 1.603 0. 423 6 1.6 1603 0. 423 7 1.62 1.603 0. 423 m ^= 8 1.64 1.603 0. 423 9 1.66 1.603 0. 423 10 1.68 1.603 0. 423 11 1.7 1.603 0. 423 12 1.72 1.693 0. 423 13 1.74 1.603 0. 423 14 1.761 1.603 0. 423 15 1J8 1.603 0 23 6 B L603 A - R -t - A INn• m;.• 2 E.i .-IEe6 I -2 1. 3 0 INbervnse YE1'-C -R -I- 2 BI +AmIII +Ane9i +0+Ceq'+Cme9. +E.i+ FFE1. 1 SumbY r 31 yB1+ Ai AneiID,Yni /+Ce11i YC., One9.YCne91 E. YEI. FEE 12 SumbY_e mm, BI(,.) 2' Atulll(, A)2 'A,i(YAni +0.(yVi,CeT(YC 2'Cne9I Yeneg 2' Ef( yg2+ FFE1. 3 Ixown. +- ANP B Ane9] +CeB 3 Cne9 E (E 3IFEE, VVVV 12 12 12V 12 + 12 1. 4 sumby' Sumb1 F .a_ 1. C LSANKOVICH.S.E SIERRA CONSULTING STRUCTURAL 30805. DURANGO DR. ENGINEERS SUITE I I I LAS VEGAS. NV 89117 702.904. 187 4/30/2010 3" ISYS SECTION ANALYSIS 19OF25 4/30/2010 3" ISYS SECTION ANALYSIS 20CF25 er Reul%nt Effective Pmmtes E prop+- m eu9"^r M.ri.2.M.r1.3.1) p =En prom,, Y -1603 Ixen' 4.. ERprops11.2 1n.M.O BGS lven r sp Iq st =osse z r 2.r z, o o =t.le C. L. SANKOVICH. S.E. SIERRA CONSULTING STRUCTURAL 30805. DURANGO DR. ENGINEERS SUITE 111 LAS VEGAS. NV 891 17 702 804.5966 BENDING AISI C31,2 1 r1 1 B_1S12 SIpr 18] Mo(I - "eY ny205022 Fy 55 1 n2. zesoac„. ir Z. 11soa.J. ff 2a9ro y'T y) y Fen« sl Fer Fy n Fen 22111, 0 / 1eFy n9FY113gFe R 2.1BFy>F.n>OSB1y Fen n Fen1o56.Fy s..nFe Mn I'o C. L. SANKOVICH. S.E. SIERRA CONSULTING STRUCTURAL 30805. DURANGO DR. ENGINEERS SUITE I I I LAS VEGAS, NV 89117 702.804.5986 4.30/2010 3" ISYS SECTION ANALYSIS SHEAR UN REINFORCED WEBS WITHOUT HOLES - AISI C3.2 Vn, k, «6aa F2 ss A. T z9s69 Nr 9 F Y bFy AEI II a 5 Ae9 OB 1e9 A.1 I\ 1,cnS 151 Aag 0 900.29500.1, 2 II na 159Aeg Ir II section =1 2r o1Yernae WEB CRIPPLING OF BUILT -UP SECTIONS -AISI MA coefficients for interior reactonSconse rva I ve estimate cR. 6.ts Os cn:=n am N: =1 ]2 5 AM, H'= n2 N fern: =185 125551n(N1 1 -CP R\\ 1.11 vGM11.1 -Ch '1 Nsa9an =1 2 C'- 12.55sin1N1 1 - CR \m (I x G- \) (1 - CB o18ernl1e 21 OF25 Vn -10 @9 ter: = i e V nv = 8, 88 P Pn = i 885 - 1.282 IIw C. L SANKOVICH. S.E SIERRA CONSULTING STRU=RAL 3060 S. DURANGO DR. ENGINEERS SUITE 111 LAS VEGAS. NV 69117 702 504.5966 188 4/30/2010 BENDING AND SHEAR -AISI C33.1 Mn(1) Mn,,: 12 dip Mn --2<16 Mnx x:6. ao661_ nI, OS2II5a V. IMelev9anV(xl 1 Mnxo tiv 3" ISYS SECTION ANALYSIS BENDINGAND WEB CRIPPLING -AISI C35 IIp x Mnx Pn InleeectianPlnl- if o of 220F25 GLSANKOVIOH.SE SIERRA CONSULTING STRUCTURAL 3080 S. DURANGO OR. ENGINEERS SUITE 1 I I LASVEGAS. NV 89117 702.604 5986 189 4/30/2010 3" ISYS SECTION ANALYSIS 230F25 4/30/2010 3" ISYS SECTION ANALYSIS 240F25 Mamenl en0 Saeer lMeraLTOn N tl r re rc re• ca•I r•r re e e e r Alb—N. Mamem @11 G, 1_. SANKOVICH. SE SIERRA CONSULTING STRUCTURAL 3080 S. DURANGO DR. C. L. SANKOVICH, S.E. SIERRA CONSULTING STRUCTURAL 3080 S. DURANGO DR. ENGINEERS SUITE 111 ENGINEERS SMITE 111 LAS VEGAS N V 591 1 T LAS VEGAS, NV 891 17 702804.5986 702 ?04S9R6 AM—Me Mome —Unbramd Lengtli 15 13 12 1.1 1 m D9 u d g 0] f OB3QOs as o.s oz 0.1 0 1 2 ] 5 g ) 8 8 10 11 12 U 10 is M ar.eaL.nR Ie1 Gross Sx sl osss Grass lxx W vex ytop eff cbve y.1 eos Mayy =Fe "S1. EfiectNe e.s 0.174'50/1.67 `1000112SxERecbvee,ert. esz, 435 lb-in Interaction OK By INSP Mamenl en0 Saeer lMeraLTOn N tl r re rc re• ca•I r•r re e e e r Alb—N. Mamem @11 G, 1_. SANKOVICH. SE SIERRA CONSULTING STRUCTURAL 3080 S. DURANGO DR. C. L. SANKOVICH, S.E. SIERRA CONSULTING STRUCTURAL 3080 S. DURANGO DR. ENGINEERS SUITE 111 ENGINEERS SMITE 111 LAS VEGAS N V 591 1 T LAS VEGAS, NV 891 17 702804.5986 702 ?04S9R6 190 4/30/2010 W [SYS SECTION ANALYSIS 25OF25 Moment and mI, Cnpplln0 Intencdon 65 fi 55 5 45 4 35 3 25 2 15 1 05 0 0 0.1 oz oa a.a os oe ov o.e os 1 u 12 1a 1n >s Momcnl k -0j G L SANHOVICH. SE SIERRA CONSULTING STRUCTUI L 30805. DURANGO DR. ENGINEERS SUITE III LAS VEGAS, NV 89117 702.804.5986 1 5