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HomeMy WebLinkAboutCD_210106_UH-TRACE_IFCAerial ViewMap View1ABCDEFGHJK12345678910111213H a r r i s o n K o r n b e r gA R C H I T E C T SChecked By:Drawn By:Sheet Name/Number:Project Team:Issue / Revisions:Project Name:Plot Date:University of HoustonTRACERLa Porte Municipal Airport10615 Spencer HwyLa Porte, TX 77571Project Name/Number:UH-TRACESCALE: © Copyright 2021All information, drawn, written, or implied, appearing in this documentconstitutes the original and unpublished work of HarrisonKornbergArchitects, LLC. and may not be duplicated, distributed, or disclosed byany means without the prior written consent of HarrisonKornbergArchitects, LLC. This is an instrument of services and sole property of theauthor. The use of this document shall be revoked if any of the designintent or the construction methods shown herein are not adhered to, orthe terms of the contractual agreement for its use is violated.Written dimensions on these drawings shall have precedence over scaledimensions. Contractors shall be responsible for all dimensions andconditions on the job. HarrisonKornberg Architects, LLC must be notifiedof any variation from the dimension and conditions shown by thesedrawings.3131 Eastside St, Suite 100Houston, Texas 77098p. 713-229-0688f. 713-229-0692Contact: Project Architect Name, RAOwner:Civil:MEP:University of HoustonContact: Hussain Alkinanit: 713-743-9966 WSP USAContact: Yuki Williamst: 832-325-2129WSP USAContact: Charles Jarvist: 713-229-741001/06/2021-100% SD-Issue for Construction12/18/202001/06/2021L23456789101112131414C:\Users\Nicholas Weiss\Documents\UH-TRACER_vR20_nicweiss32.rvt1/6/2021 12:27:19 PMAs indicatedAuthorCheckerCOVERG000TRACERLa Porte Municipal Airport10615 Spencer HwyLa Porte, TX 77571University of HoustonIssue for ConstructionDATE: January 6, 2021ARCHITECTHarrisonKornberg Architects, LLCcontact: Daniel Kornberg, RA3800 Buffalo Speedway, Suite 550Houston, TX 77098t: 713-229-0688f: 713-229-0692CIVIL ENGINEERWSP, USAcontact: Yuki Williams, PE, ENV SP16200 Park RowSuite 200Houston, Texas 77084t: 832-325-2129MEP ENGINEERWSP, USAcontact: Charles Jarvis, PE808 Travis StreetSuite 200Houston, Texas 77002t: 713-229-7410OWNER/PROJECT MANAGERUniversity of Houstoncontact: Hussain Alkinani, PMP4211 Elgin StreetHouston, TX 77004t: 713-743-9966 GENERAL CONTRACTORBrown & Rootcontact: Daniel Croasmun, LEED AP8121 Broadway Street, Suite 200Houston, Texas 77061t: 713-980-3250PROJECT GENERAL INFORMATIONName of Project : TRACERBuilding/Facility Name : University of Houston / Department of EnergyLocation/Address : La Porte Municipal Airport10615 Spencer HwyLa Porte, TX 77571Description of Project : This project consists of a temporary building padinstallation for the collaborative efforts between theUniversity of Houston and the Department of Energyfor laboratory research and related equipment. Theproject scope also includes an access road,underground electrical service to the building pad thatends at a disconnect and a partially buried ground ring.Applicable Building Codes : 2018 IBC, 2018 IPC, 2018 IECCOverall Type of Construction : N/AMixed Type of Construction : NOPrimary Occupancy Type : BSecondary Occupancy Type : N/AOverall Use of Installation : BHigh Rise Building : NOHeight in Stories/Feet : 1Automatic Fire Sprinkler System : NOType of Automatic Fire Sprinkler System : N/ATotal Gross Floor Area : 16,932 sqftPrimary Zoning PUD0-CoverG000 COVER● ●2-CivilC001 TYPICAL SECTIONS AND GENERAL NOTES ● ●C002 CIVIL SITE LAYOUT ● ●5-ArchitecturalA001 ARCHITECTURAL SITE PLAN ● ●12-ElectricalE001 LEGENDS AND SCHEDULES ● ●E002 ELECTRICAL SPECIFICATIONS ● ●E101 OVERALL ELECTRICAL SITE PLAN ● ●E102 ENLARGED ELECTRICAL SITE PLAN ● ●100% SD 12/18/2020SHEET INDEXPROJECT LOCATIONThis is to certify that on day of , 20 the City of La Porte, Texas, has approved this site plan and development of the temporary building pad in conformance with the ordinances of the City of La Porte.By: Director, Planning and Development City Planner City EngineerAPPROVAL NAME:DATE:SIGNATURE: IFC 01/06/2021This tract is in Flood Zone X and [is not] within the 100-year Flood Plain according to FEMA Map # 48201C0945M, Dated 1/6/2017. A TTS XETEFOSAREGISTEREDARCH IT E CTG 14946REBNROKM.LEINAD01/06/2021 A.Bidder shall provide any temporary roads or crossings as required for execution of the contract. All temporary construction shall be removed at the completion of the project and returned to their original condition.B.Where new site work joins existing conditions, existing conditions shall control. If major discrepancies are apparent, notify the architect before proceeding with the work.C.All existing vegetation, shrubs, and trees to remain shall be protected as required to prevent damage from construction activities. Any damaged landscaping shall be replaced with like product and like size at the direction of the architect.D.Existing facilities and its auxiliary construction shall be protected from damage during the course of new construction activities. Any damaged material shall be replaced to match original conditions at the direction of the architect.E.Relocation of all utility poles, lines and other existing services (if required) shall be the responsibility of the bidder and shall be verified and coordinated with appropriate agencies.F.Existing utility lines shall remain in service during the construction period until such time that new tie-ins can be made operational. Bidder shall repair any damage to existing utilities immediately to insure no interruption in utility service. Verify pier layout with existing utilities on site and notify architect if any conflicts occur prior to drilling.G.Refer to civil documents for paving, site utilities, site retaining walls, all site grading and subsurface drainage system and modifications of existing system.H.Refer to electrical documents for site electrical service requirements and/or service connection location. I.Refer to the existing survey for topographic and utility information.J.The general contractor shall be responsible for maintaining the integrity of construction fencing enclosures around the construction site.K.At the conclusion of the experiement, the contractor shall be responsible for remediation of the site back to its original condition per any request from the University of Houston, the City of La Porte or the Municipal Airport. The contractor should coordinate and schedule this work at that time with the Univeristy of Houston and the Architect.SPENCER HIGHWAYLA PORTE MUNICIPAL AIRPORTAIRPORT BLVDN D STFARRINGOTON DR.123A0012NOTE:ALL INFORMATION IN THIS DETAIL IS OWNER PROVIDED. EQUIPMENT SHOWN IN THIS DETAIL IS OWNER FURNISHED AND OWNER INSTALLED (OFOI). THIS INFORMATION IS BEING PROVIDED FOR PERMIT REQUIRMENTS ONLY. 1Underground utilities, reference Civil and MEP drawings for addtional information and exact location. Contractor to coordinate with the University on any owner provided utility requirements.2New parking area and access road, reference Civil drawings for additional information.3New pad, reference Civil drawings for additional information.1ABCDEFGHJK12345678910111213H a r r i s o n K o r n b e r gA R C H I T E C T SChecked By:Drawn By:Sheet Name/Number:Project Team:Issue / Revisions:Project Name:Plot Date:University of HoustonTRACERLa Porte Municipal Airport10615 Spencer HwyLa Porte, TX 77571Project Name/Number:UH-TRACESCALE: © Copyright 2021All information, drawn, written, or implied, appearing in this documentconstitutes the original and unpublished work of HarrisonKornbergArchitects, LLC. and may not be duplicated, distributed, or disclosed byany means without the prior written consent of HarrisonKornbergArchitects, LLC. This is an instrument of services and sole property of theauthor. The use of this document shall be revoked if any of the designintent or the construction methods shown herein are not adhered to, orthe terms of the contractual agreement for its use is violated.Written dimensions on these drawings shall have precedence over scaledimensions. Contractors shall be responsible for all dimensions andconditions on the job. HarrisonKornberg Architects, LLC must be notifiedof any variation from the dimension and conditions shown by thesedrawings.3131 Eastside St, Suite 100Houston, Texas 77098p. 713-229-0688f. 713-229-0692Contact: Project Architect Name, RAOwner:Civil:MEP:University of HoustonContact: Hussain Alkinanit: 713-743-9966 WSP USAContact: Yuki Williamst: 832-325-2129WSP USAContact: Charles Jarvist: 713-229-741001/06/2021-100% SD-Issue for Construction12/18/202001/06/2021General NotesL23456789101112131414C:\Users\Nicholas Weiss\Documents\UH-TRACER_vR20_nicweiss32.rvt1/6/2021 12:27:19 PMAs indicatedAuthorCheckerARCHITECTURALSITE PLANA001SHEET NOTESSCALE:NOT TO SCALE1Overall Architectural Site PlanSCALE:NOT TO SCALE2Enlarged Site Plan - Owner Provided Equipment A TTS XETEFOSAREGISTEREDARCH IT E CTG 14946REBNROKM.LEINAD01/06/2021 SYMBOL ALL SYMBOLS SHOWN MAY NOT APPEAR IN ALL DRAWINGS. SYMBOLS ARE SHOWN SCHEMATIC AND MAY NOT BE TO SCALE. POWER SYMBOLS LEGEND MNTG. HT. UNODESCRIPTION 18" AFFSINGLE RECEPTACLE - 20A/125V/2P/3W/G NEMA 5-20R 18" AFFDUPLEX RECEPTACLE - 20A/125V/2P/3W/G NEMA 5-20R 18" AFFDUPLEX RECEPTACLE GFCI - 20A/125V/2P/3W/G NEMA 5-20RGFI 18" AFFDUPLEX RECEPTACLE ON EMERGENCY CIRCUITE 18" AFFDUPLEX RECEPTACLE MOUNTED HORIZONTALLYH 18" AFFDUPLEX RECEPTACLE, TAMPER PROOF - 20A/125V/2P/3W/G NEMA 5-20RTP 18" AFFWP DUPLEX RECEPTACLE, GFCI, TAMPER RESISTANT, WEATHER RESISTANT, HOUSED IN A "WEATHERPROOF-WHILE-IN-USE" ENCLOSURE - 20A/125V/2P/3W/G NEMA 5-20R 18" AFFDUPLEX RECEPTACLE ROUTED THROUGH RF FILTERRF --DUPLEX RECEPTACLE FOR PATIENT MONITORING - PROVIDE AT SAME HEIGHT AS DATA OUTLETPM --DUPLEX RECEPTACLE FOR FETAL MONITORING - PROVIDE AT SAME HEIGHT AS DATA OUTLETFM AS REQUIRED20A "CLOCK" TYPE RECEPTACLE (FOR U.C. REFS AND MICROWAVES)C 84" DUPLEX RECEPTACLE, TELEVISION - PROVIDE UNDER SAME COVERPLATE AS CABLE OUTLET - REFER TO ARCH. ELEVATIONS FOR MOUNTING HEIGHT.TV DUPLEX RECEPTACLE MOUNTED ABOVE COUNTERTOP DUPLEX RECEPTACLE MOUNTED ABOVE COUNTERTOP ON EMERGENCY CIRCUITE 18" AFF 18" AFFE QUADRAPLEX RECEPTACLE ON EMERGENCY CIRCUIT (TWO DUPLEX RECEPTACLES UNDER ONE COVERPLATE) E QUADRAPLEX RECEPTACLE MOUNTED ABOVE COUNTERTOP ON EMERGENCY CIRCUIT (TWO DUPLEX RECEPTACLES UNDER ONE COVERPLATE) QUADRAPLEX RECEPTACLE MOUNTED ABOVE COUNTERTOP (TWO DUPLEX RECEPTACLES UNDER ONE COVERPLATE) QUADRAPLEX RECEPTACLE (TWO DUPLEX RECEPTACLES UNDER ONE COVERPLATE) 18" AFFSPECIAL PURPOSE RECEPTACLE (NEMA NO. AS INDICATED) FLUSH W/ FLR SURFACEFLOOR MOUNTED RECEPTACLE IN FLOOR BOX OR POKE-THRU DEVICE - FLUSH MOUNTED, UNO FLUSH W/ CLG SURFACECEILING MOUNTED RECEPTACLE - CONFIGURATION UNO 8" AFC OR 42" AFF 8" AFC OR 42" AFF 8" AFC OR 42" AFF JUNCTION BOX - SIZE & MOUNTING AS REQUIREDJ J AS REQUIRED WALL MOUNTED JUNCTION BOX FOR DATA/TELEPHONE - SIZE & MOUNTING AS REQUIREDJ AS REQUIREDD/T --POWER POLE AS REQUIREDDISCONNECT SWITCH (X=FRAME SIZE, Y=FUSE SIZE, Z=NUMBER OF POLES)X/Y/Z AS REQUIREDDISCONNECT SWITCH NON-FUSED (X=FRAME SIZE, Z=NUMBER OF POLES)X/-/Z AS REQUIREDENCLOSED CIRCUIT BREAKER (X=TRIP RATING, Z=NUMBER OF POLES)X/ZCB AS REQUIREDMOTOR STARTER FVNR UNO (#=NEMA SIZE)# AS REQUIREDCOMBINATION MOTOR CONTROLLER / DISCONNECT SWITCHCB M AS REQUIREDMANUAL MOTOR STARTER SWITCH WITH THERMAL OVERLOAD AND PILOT LIGHT AS REQUIRED --208Y/120V PANELBOARD --480Y/277V PANELBOARD --208Y/120V DISTRIBUTION PANELBOARD --480Y/277V DISTRIBUTION PANELBOARD --ISOLATION PANEL SWITCHBOARD -- STEP-DOWN TRANSFORMER --T AUTOMATIC TRANSFER SWITCH -- BY-PASS / ISOLATION AUTOMATIC TRANSFER SWITCH -- --GROUND BAR --ROOM GROUND BARRG --PATIENT GROUND BARPG CIRCUIT CONDUCTOR INDICATION (EQUIPMENT GROUND, NEUTRAL, PHASE) CIRCUIT HOMERUN TO PANELBOARD (2#12, 1#12G, 3/4"C. 20A/1P CB UNO) CONDUIT INSTALLED IN CEILING SPACE OF FLOOR BELOW. X,X,X X,X,X -- -- -- -- -- EMERGENCY POWER OFF BUTTON - WALL MOUNTED DUPLEX RECEPTACLE, TELEVISION - PROVIDE UNDER SAME COVERPLATE AS CABLE OUTLET - REFER TO ARCH. ELEVATIONS FOR MOUNTING HEIGHT.MON 84" 8" AFC OR 42" AFF THREE SINGLE POLE DEVICE CIRCUIT NUMBERS. REFER TO PANEL SCHEDULES FOR ADDITIONAL INFORMATION. MULTI-POLE DEVICE CIRCUIT NUMBERS. REFER TO PANEL SCHEDULES FOR ADDITIONAL INFORMATION. A. SUPPLEMENTAL GENERAL CONDITIONS 1. THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND IT IS THE INTENT AND MEANING OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR SHALL PROVIDE AN ELECTRICAL INSTALLATION THAT IS COMPLETE WITH ALL ITEMS AND APPURTENANCES NECESSARY, REASONABLE INCIDENTAL, OR CUSTOMARILY INCLUDED, EVEN THOUGH EACH AND EVERY ITEM IS NOT SPECIFICALLY CALLED OUT OR SHOWN. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIALS, LABOR, SUPERVISION AND SERVICE NECESSARY SO AS TO PROVIDE A COMPLETE, FUNCTIONING ELECTRICAL SYSTEM IN SAFE WORKING ORDER. 2. SYMBOLS FOR VARIOUS ELEMENTS AND SYSTEMS ARE SHOWN ON THE DRAWINGS. SHOULD THERE BE ANY DOUBT REGARDING THE MEANING OR INTENT OF THE SYMBOLS USED, AN INTERPRETATION SHALL BE OBTAINED FROM THE ARCHITECT IN WRITING. THE DECISION OF THE ARCHITECT SHALL BE FINAL. 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO EXAMINE THE CONTRACT DOCUMENTS CAREFULLY BEFORE SUBMITTING THEIR BID, WITH PARTICULAR ATTENTION TO ERRORS, OMISSIONS, CONFLICTS WITH PROVISIONS OF LAWS AND CODES HAVING JURISDICTION, CONFLICTS BETWEEN DRAWINGS OR DRAWINGS AND SPECIFICATIONS, AND AMBIGUOUS DEFINITION OF THE EXTENT OF COVERAGE BETWEEN CONTRACTS. ANY SUCH DISCREPANCY SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ARCHITECT FOR CORRECTION. SHOULD ANY OF THESE ERRORS, OMISSIONS, CONFLICTS, OR AMBIGUITIES EXIST, THE CONTRACTOR SHALL HAVE THEM EXPLAINED AND ADJUSTED IN WRITING BEFORE SIGNING THE CONTRACT OR PROCEEDING WITH THE WORK; OTHERWISE, THE CONTRACTOR SHALL, AT THEIR OWN EXPENSE, SUPPLY THE PROPER MATERIALS AND LABOR TO MAKE GOOD ANY DAMAGE OR DEFECTS IN THEIR WORK OR THE RESULTS OBTAINED THEREFROM, CAUSED BY SUCH DISCREPANCY. 4. WHEREVER CONFLICTS OCCUR BETWEEN DIFFERENT PARTS OF THE CONTRACT DOCUMENTS, THE GREATER QUANTITY, THE BETTER QUALITY, OR LARGER SIZE SHALL PREVAIL UNLESS THE ARCHITECT INFORMS THE CONTRACTOR OTHERWISE IN WRITING. 5. THE SCALE OF EACH DRAWING IS RELATIVELY ACCURATE; ANY DIMENSIONS SHOWN ARE APPROXIMATE TO CENTERLINE FROM ASSUMED BUILDING PERIMETER. THE CONTRACTOR SHALL OBTAIN THE NECESSARY DIMENSIONS FOR ANY EXACT TAKEOFFS FROM THE ARCHITECT. NO ADDITIONAL COST TO THE OWNER WILL BE CONSIDERED FOR FAILURE TO OBTAIN EXACT DIMENSIONS WHERE NOT CLEAR OR IN ERROR ON THE DRAWINGS. ANY DEVICE OR FIXTURE ROUGHED IN IMPROPERLY AND NOT POSITIONED ON IMPLIED CENTER-LINES OR AS REQUIRED BY GOOD PRACTICE MUST BE REPOSITIONED AT NO COST TO THE OWNER. 6. THE CONTRACTOR IS RESPONSIBLE FOR FILING AND PAYING ALL FEES AND OBTAINING NECESSARY PERMITS AND CERTIFICATES OF INSPECTION. THE CONTRACTOR SHALL DELIVER ALL CERTIFICATES OF INSPECTION TO OWNER/CONSTRUCTION MANAGER INCLUDING COPIES WITH MAINTENANCE MANUALS. 7. ONLY EXPERIENCED CRAFTSMEN KNOWLEDGEABLE IN THEIR RESPECTIVE TRADE SHALL PERFORM THE WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS. 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA STANDARD 70 (NATIONAL ELECTRICAL CODE). CONTRACTOR SHALL ALSO CONFORM TO ALL APPLICABLE LOCAL CODES AND AMENDMENTS. 9. UNLESS OTHERWISE INDICATED, ALL EQUIPMENT AND MATERIALS SHALL BE NEW AND SHALL MEET NEMA AND ANSI STANDARDS. THEY SHALL ALSO BE LISTED/LABELED BY A NATIONALLY RECOGNIZED LABORATORY IN ACCORDANCE WITH NFPA 70. EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND WITHIN THEIR LISTING/LABELING REQUIREMENTS AND RESTRICTIONS. 10. PROVIDE SHOP DRAWINGS FOR ENGINEER'S REVIEW FOR ALL ELECTRICAL EQUIPMENT, DEVICES, AND MATERIALS PROPOSED TO BE PROVIDED UNDER THIS CONTRACT. ANY DEVIATIONS FROM ITEMS SPECIFIED SHALL BE CLEARLY IDENTIFIED AND SEPARATELY SUBMITTED WITH A FORMAL SUBSTITUTION REQUEST. REFER TO SPECIFICATIONS (PROJECT MANUAL) FOR REQUIREMENTS. B. ELECTRICAL EQUIPMENT 1. PROVIDE AN IDENTIFICATION NAMEPLATE FOR EACH ELECTRICAL EQUIPMENT, APPURTENANCE DEPICTING THE DESIGNATION INDICATED ON THE DRAWINGS. REFER TO SPECIFICATIONS FOR FURTHER REQUIREMENTS. 2. WEATHERPROOF ENCLOSURES SHALL BE PROVIDED FOR ALL ELECTRICAL EQUIPMENT, DEVICES AND APPURTENANCES (ALL SYSTEMS) INSTALLED OUTDOORS. 3. COORDINATE AND SCHEDULE ALL POWER OUTAGES WITH OWNER. REFER TO SPECIFICATIONS FOR FURTHER REQUIREMENTS. 4. SPACE ALLOCATIONS FOR MATERIALS, EQUIPMENT AND DEVICES HAVE BEEN MADE ON THE BASIS OF PRESENT AND KNOWN FUTURE REQUIREMENTS AND THE DIMENSIONS OF ITEMS OF EQUIPMENT OR DEVICES OF A PARTICULAR MANUFACTURER. THE CONTRACTOR SHALL VERIFY THAT ALL MATERIALS, EQUIPMENT AND DEVICES PROPOSED FOR USE ON THIS PROJECT ARE WITHIN THE CONSTRAINTS OF THE ALLOCATED SPACE. 5. DO NOT USE PERMANENT INK WHEN MAKING FIELD MARKINGS OR TEMPORARY CIRCUIT LABELS ON PANELS. CONTRACTOR SHALL USE REMOVABLE TAPE/TAGS FOR ALL TEMPORARY MARKINGS AND SHALL REMOVE THESE TEMPORARY MARKINGS AT THE CONCLUSION OF THIS PROJECT. C. SITE WORK 1. COORDINATE WITH THE SITE WORK FOR THE LOCATION, DIMENSIONS AND ELEVATION OF ALL DUCTBANKS/SERVICE CONDUITS EXTERNAL TO THE BUILDING PRIOR TO INSTALLATION OF ALL DUCTBANKS/SERVICE CONDUITS INTERNAL TO THE BUILDING. 2. COORDINATE ALL ELECTRICAL UTILITY SERVICE REQUIREMENTS WITH UTILITIES REPRESENTATIVE PRIOR TO COMMENCING ANY ELECTRICAL SITE WORK. CONTRACTOR SHALL SCHEDULE ALL NECESSARY MEETINGS BETWEEN UTILITY COMPANIES CONSTRUCTION FOREMAN, ELECTRICAL SUBCONTRACTORS, AND VARIOUS SUBCONTRACTORS RESPONSIBLE FOR SITE CONSTRICTION PRIOR TO ELECTRICAL ROUGH-IN. D. CONDUIT & RACEWAY 1. ALL WORK SHALL BE COORDINATED SO THAT INTERFERENCES ARE AVOIDED. PROVIDE ALL NECESSARY OFFSETS IN CONDUITS, RACEWAYS, ETC., REQUIRED TO PROPERLY INSTALL THE WORK. EXPOSED WORK MUST BE KEPT AS CLOSE AS POSSIBLE TO WALLS, CEILINGS, COLUMNS, ETC., SO AS TO TAKE UP MINIMUM AMOUNT OF SPACE; ALL OFFSETS, FITTINGS, ETC., REQUIRED SHALL BE PROVIDED WITHOUT ADDITIONAL EXPENSE TO THE OWNER. WORK SHALL BE COORDINATED WITH OTHER TRADES. 2. CONDUIT RUNS ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR SIZING AND LOCATING PULL BOXES PER NFPA 70 AND FOR COORDINATION WITH OTHER DISCIPLINES. 3. PENETRATIONS OF WALLS, FLOORS, AND ROOFS FOR THE PASSAGE OF ELECTRICAL RACEWAYS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF WORK. ALL SUCH PENETRATIONS SHALL BE PROPERLY SEALED OFF AFTER INSTALLATION OF RACEWAY SO AS TO MAINTAIN THE STRUCTURAL, WATER PROOF, AND FIRE PROOF INTEGRITY OF THE WALL, FLOOR, OR ROOF SYSTEM PENETRATED. 4. SEAL ALL CONDUITS THAT PENETRATE THE BASEMENT FLOOR SLAB TO MAKE THEM WATER TIGHT. THE CONDUITS SHALL BE DRIED PRIOR TO INSTALLATION OF WIRE/CABLE AND SHALL BE SEALED AT TERMINATIONS. 5. ALL PENETRATIONS THROUGH FIRE RATED WALLS OR PARTITIONS SHALL BE MADE IN ACCORDANCE WITH U.L. "FIRE RESISTANCE DIRECTORY". PENETRATIONS SHALL BE SLEEVED AND SEALED WITH A UL APPROVED FIRE RATED SEALANT. REFER TO ARCHITECTURAL PLANS FOR FIRE RATED WALLS. 6. ALL EMPTY CONDUIT SYSTEMS SHALL CONTAIN A PULL WIRE FOR FUTURE PULLING OF CONDUCTORS. E. BRANCH CIRCUITS AND FEEDERS 1. CIRCUITING IS SHOWN DIAGRAMMATICALLY. HOMERUNS SHALL BE COMBINED WHERE POSSIBLE IN ACCORDING TO NFPA 70. 2. UNLESS OTHERWISE INDICATED, ALL CIRCUITS 100' OR LESS SHALL BE MINIMUM #12 AWG WIRE SIZE. CIRCUITS OVER 100' BUT LESS THAN 200' SHALL BE MINIMUM #10 AWG WIRE SIZE. CIRCUITS OVER 200' BUT LESS THAN 300' SHALL BE MINIMUM #8 AWG WIRE SIZE. 3. UNLESS OTHERWISE INDICATED, ALL CONDUCTORS SHALL BE COPPER, 98% CONDUCTIVITY CONTINUOUS FROM OUTLET TO OUTLET. 4. UNLESS OTHERWISE INDICATED, CONDUCTOR SIZES #12 AWG AND #10 AWG SHALL BE SOLID. CONDUCTOR SIZES #8 AWG AND LARGER MAY BE STRANDED. 5. A SEPARATE INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE PULLED WITH THE CIRCUIT CONDUCTORS FOR GROUNDING WHETHER OR NOT INDICATED ON THE DRAWINGS. METAL RACEWAY, OR A CABLE ARMOR OR SHEATH SHALL NOT BE USED AS THE ONLY EQUIPMENT GROUNDING CONDUCTOR. 6. HOMERUN CIRCUITS FOR ISOLATED GROUND RECEPTACLES SHALL BE SEPARATED FROM OTHER CIRCUITS. EACH CIRCUIT SHALL HAVE ITS OWN NEUTRAL CONDUCTOR AND EACH HOMERUN SHALL CONTAIN AN ISOLATED AND EQUIPMENT GROUND CONDUCTOR. F. WIRING DEVICES 1. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR LOCATION AND MOUNTING HEIGHT OF ALL WALL AND FLOOR MOUNTED ELEMENTS (OUTLETS, LIGHT SWITCHES, CONTROLLERS, POKE-THRU, ETC). ALL WALL/FLOOR MOUNTED ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE ARCHITECTURAL DIMENSIONED DRAWINGS. IF LOCATION FOR AN ITEM IS NOT SHOWN ON THE ARCHITECTURAL DRAWINGS, VERIFY THE EXACT LOCATION OF THE ITEM WITH THE ARCHITECT PRIOR TO INSTALLATION. THESE REQUIREMENTS APPLY TO ALL WALL/FLOOR TYPES IN ALL AREAS. DO NOT SCALE OR DIMENSION LOCATIONS FROM THESE DRAWINGS. 2. COORDINATE THE LOCATION AND INSTALLATION DETAIL OF OUTLETS IN MILLWORK WITH ARCHITECTURAL DRAWINGS (WALL ELEVATIONS, MILLWORK DETAILS, ETC.) AND WITH MILLWORK MANUFACTURER PRIOR TO ELECTRICAL ROUGH-IN. 3. WALL AND FLOOR MOUNTED POWER RECEPTACLES SHOWN NEAR DATA OUTLETS SHALL BE LOCATED WITHIN SIX (6) INCHES OF THE DATA OUTLET. LOCATE AT SAME MOUNTING HEIGHT UNLESS NOTED OTHERWISE. 4. VERIFY THE EXACT POWER CONNECTION TYPE AND NEMA CONFIGURATION OF RECEPTACLES FOR EQUIPMENT FURNISHED BY THE OWNER, OTHER TRADES, OR UNDER A SEPARATE SECTION OF THIS CONTRACT PRIOR TO ELECTRICAL ROUGH-IN. 5. ALL RECEPTACLES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL BE HOUSED IN ENCLOSURES THAT ARE RATED 'WEATHER-PROOF-WHILE-IN-USE' AND SHALL BE EQUIPPED WITH GFCI FOR PERSONNEL PROTECTION. 6. ALL GFCI RECEPTACLES SHALL BE CONNECTED SO THAT ALL DEVICES ON THE SAME CIRCUIT AS THE GFCI RECEPTACLE DO NOT DE-ENERGIZE UPON TRIPPING. ALL GFCI RECEPTACLES SHALL INCLUDE A LOCK-OUT FUNCTION TO PROTECT AGAINST THE USE OF MISWIRED DEVICES OR DEVICES THAT HAVE BEEN DAMAGED DUE TO DISABLING SURGES. I. SPECIAL SYSTEMS (i.e. DATA/PHONE/SECUITY/CATV) 1. CONTRACTOR SHALL PROVIDE AND INSTALL AN EMPTY CONDUIT RACEWAY SYSTEM FOR SPECIAL SYSTEM. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN VENDOR SHOP DRAWINGS FROM THE VENDOR/INSTALL PRIOR TO ELECTRICAL ROUGH-IN. CONTRACTOR SHALL COORDINATE, PROVIDE AND INSTALL ALL REQUIRED RACEWAYS AND DEVICE BACK BOXES AS REQUIRED BY VENDOR SHOP DRAWINGS. CONTRACTOR TO PROVIDE A LINE ITEM ALLOWANCE IN BID AS NECESSARY TO COVER THIS SCOPE. REFER TO T SERIES AND AV SERIES DRAWINGS FOR ADDITIONAL REQUIREMENTS. AFC AFF AHJ ATS BFC BOF C CB,C/B OR CKT BKR CKT CCTV CLG CR CUH EC ELEC E EMS EP EWC EX F FA FACP, FAP FCU FIXT FLR FLUOR FTP, FTS OR FTU FUT G, GND GEF GEN GFCI, GFI HP HV HWAT IC ICAND IG IGF JB KEF LTG LTS LV MATV MCB MCC MDP ABOVE FINISHED COUNTER ABOVE FINISHED FLOOR AUTHORITY HAVING JURISDICTION AUTOMATIC TRANSFER SWITCH BELOW FINISHED CEILING BOTTOM OF FIXTURE CONDUIT CIRCUIT BREAKER CIRCUIT CLOSED CIRCUIT T.V. CEILING CRITICAL (EMERGENCY SYSTEM) CABINET HEATER EMPTY CONDUIT ELECTRIC EMERGENCY ENERGY MANAGEMENT SYSTEM EXPLOSION PROOF ELECTRIC WATER COOLER EXISTING FUSE FIRE ALARM FIRE ALARM CONTROL PANEL FAN COIL UNIT FIXTURE FLOOR FLUORESCENT FAN TERMINAL UNIT FUTURE GROUND (EQUIPMENT) GENERAL EXHAUST FAN GENERATOR GROUND FAULT CIRCUIT INTERRUPTER HORSE POWER HIGH VOLTAGE HEAT TRACE INTERRUPTING CAPACITY INCANDESCENT ISOLATED GROUND GROUND FAULT INDICATION ONLY JUNCTION BOX KITCHEN EXHAUST FAN LIGHTING LIGHTS LOW VOLTAGE MASTER ANTENNA MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MAIN DISTRIBUTION PANEL ELECTRICAL ABBREVIATIONS MH MLO MTD MW N NC (N.C.) NEC NF NIC NL NO (N.O.) PB PLGMLD PNL PWR R RCPT(S) OR RECEPT REF RF SEF SF SO (S.O.) SP ST (S.T.) SW TEL TF TP TV TVSS UF UG UH UNO (U.N.O.) V VFD VP VV W W/ WG WP WT XFMR +xx UCR MANHOLE MAIN LUGS ONLY MOUNT OR MOUNTED MICROWAVE NEW DEVICE NORMALLY CLOSED NATIONAL ELECTRIC CODE NONFUSED NOT IN CONTRACT NIGHT LIGHT NORMALLY OPEN PULL BOX PLUGMOLD PANEL POWER RELOCATED DEVICE RECEPTACLE(S) REFRIGERATOR RETURN AIR FAN SMOKE EXHAUST FAN SUPPLY AIR FAN SPACE ONLY SPARE SHUNT TRIP SWITCH TELEPHONE TRANSFER FAN TAMPER PROOF TELEVISION TRANSIENT VOLTAGE SURGE SUPPRESSION UDERFLOOR UNDERGROUND UNIT HEATER UNLESS NOTED OR INDICATED OTHERWISE VOLTAGE VARIABLE FREQUENCY DRIVE VAPOR PROOF VARIABLE VOLUME UNIT WIRE WITH WIRE GUARD WEATHER PROOF WATER TIGHT TRANSFORMER MOUNTING HEIGHT IN INCHES. AFF UNO. UNCER CABINET REFRIGERATOR 1 A B C D E F G H J K 1 2 3 4 5 6 7 8 9 10 11 12 13 H a r r i s o n K o r n b e r g A R C H I T E C T S Checked By: Drawn By: Sheet Name/Number: Project Team: Issue / Revisions: Project Name: Plot Date: University of Houston TRACER La Porte Municipal Airport 10615 Spencer Hwy La Porte, TX 77571 Project Name/Number:UH-TRACER SCALE: © Copyright 2013 All information, drawn, written, or implied, appearing in this document constitutes the original and unpublished work of HarrisonKornberg Architects, LLC. and may not be duplicated, distributed, or disclosed by any means without the prior written consent of HarrisonKornberg Architects, LLC. This is an instrument of services and sole property of the author. The use of this document shall be revoked if any of the design intent or the construction methods shown herein are not adhered to, or the terms of the contractual agreement for its use is violated. Written dimensions on these drawings shall have precedence over scale dimensions. Contractors shall be responsible for all dimensions and conditions on the job. HarrisonKornberg Architects, LLC must be notified of any variation from the dimension and conditions shown by these drawings. 3131 Eastside St, Suite 100 Houston, Texas 77098 p. 713-229-0688 f. 713-229-0692 Contact: Project Architect Name, RA Owner: Civil: MEP: University of Houston Contact: Hussain Alkinani t: 713-743-9966 WSP USA Contact: Yuki Williams t: 832-325-2129 WSP USA Contact: Charles Jarvis t: 713-229-7410 12/30/2020 -100% SD 12/18/2020 L 2 3 4 5 6 7 8 9 10 11 12 13 14 14 -100% Construction Documents 12/30/2020 C:\Users\USCJ640554\Documents\B2014856.000---UH TRACER La Porte_v20_charles.jarvis.rvt 12/29/2020 4:35:32 PM NONE DDD CCJ LEGENDS AND SCHEDULES E001 12/29/2020 WSP TX FIRM No. 14907 GENERAL MEP NOTES: COORDINATION BEFORE SUBMITTING A BID, IT WILL BE NECESSARY FOR EACH CONTRACTOR WHOSE WORK IS INVOLVED TO VISIT THE SITE AND ASCERTAIN FOR HIMSELF THE CONDITIONS TO BE MET IN INSTALLING THE WORK AND MAKE PROVISIONS FOR THE CONDITIONS IN HIS FINAL PRICE. FAILURE ON THE PART OF THE CONTRACTOR TO COMPLY WITH THIS REQUIREMENT SHALL NOT BE CONSIDERED JUSTIFICATION FOR THE OMISSION OR FAULTY INSTALLATION OF ANY WORK COVERED BY THE CONTRACT DOCUMENTS. THIS CONTRACTOR SHALL SECURE ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED FOR HIS WORK, AND SHALL PAY ALL FEES IN CONNECTION WITH SUCH PERMITS, LICENSES AND INSPECTIONS. WORK SHALL COMPLY WITH THE MOST RECENT VERSION OF ALL APPLICABLE LAWS, RULES, REGULATIONS AND ORDINANCES OF ALL FEDERAL, STATE AND LOCAL AUTHORITIES. IN THE EVENT OF CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND THE LOCAL ENFORCING AUTHORITY, THE LATTER SHALL RULE. ANY MODIFICATION RESULTING THEREFROM SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER OR ARCHITECT/ENGINEER. THE CONTRACTOR SHALL REPORT ANY SUCH MODIFICATIONS TO THE ARCHITECT/ENGINEER AND SECURE HIS APPROVAL BEFORE PROCEEDING. SHOULD THE REQUIREMENTS OF THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE CODES, THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE PROVIDED THEY ARE NOT IN CONFLICT WITH THOSE CODES. ALL ITEMS OF EQUIPMENT AND ALL MATERIALS FOR WHICH, APPROVAL STANDARDS HAVE BEEN ESTABLISHED BY UNDERWRITERS' LABORATORIES, INC (UL), FACTORY MUTUAL (FM), AMERICAN STANDARD CODES, ASME, AGA, AMCA, ASA, ANSI, ASHRAE, AND ARI SHALL BE SO APPROVED AND SHALL BEAR APPROVAL LABELS. PENETRATIONS THROUGH FLOORS OR FIRE-RATED CONSTRUCTION SHALL BE FIRESAFED TO COMPLY WITH ASTM E-814 (UL 1479), AND THE LOCAL AUTHORITY HAVING JURISDICTION. IN THE EVENT OF A CONFLICT BETWEEN DRAWINGS AND MASTER PLAN SPECIFICATIONS, THE GREATER AMOUNT OF WORK SHALL BE PRICED. BRING THE CONFLICT TO THE ATTENTION OF THE ENGINEER AND REQUEST DIRECTION. DRAWINGS ARE DIAGRAMMATIC; CONFIRM DIMENSIONS AND LOCATIONS IN THE FIELD, ADVISE OF MAJOR DISCREPANCIES. GUARANTEE LABOR AND MATERIALS FOR ONE YEAR. WORK BELOW FLOOR OR OVER CORRIDORS SHALL BE PERFORMED AT THE OWNER'S CONVENIENCE AND MAY BE REQUIRED TO BE DONE DURING EVENINGS AND WEEKENDS. DEMOLITION DAMAGE TO EXISTING MATERIAL/EQUIPMENT WILL BE REPAIRED AT NO ADDITIONAL COST TO OWNER. RE-SUPPORT ANY REMAINING PIPING OR DEVICES THAT WERE SUPPORTED BY WALLS BEING REMOVED. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, A COMPLETE SET OF "AS BUILT" DRAWINGS PORTRAYING ACTUAL SITE CONDITIONS OF THE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION WORK. SUBMISSION SHALL CONSIST OF ONE SET OF PAPER SEPIAS AND ONE SET OF CAD FILES IN OF ONE SET OF PAPER SEPIAS AND ONE SET OF CAD FILES IN AUTOCAD V.14 FORMAT WITH THE OWNER'S STANDARD LAYERING SCHEME. SUBMITTAL ADMINISTRATIVE REQUIREMENTS COORDINATE PREPARATION AND PROCESSING OF SUBMITTALS WITH PERFORMANCE OF CONSTRUCTION ACTIVITIES. COORDINATE EACH SUBMITTAL WITH FABRICATION, PURCHASING, TESTING, DELIVERY, OTHER SUBMITTALS, AND RELATED ACTIVITIES THAT REQUIRE SEQUENTIAL ACTIVITY. SUBMIT ALL ITEMS REQUIRED FOR EACH SPECIFICATION SECTION CONCURRENTLY. ALLOW TIME FOR SUBMITTAL REVIEW, INCLUDING TIME FOR RESUBMITTALS, AS FOLLOWS. TIME FOR REVIEW SHALL COMMENCE ON ENGINEER'S RECEIPT OF SUBMITTAL. NO EXTENSION OF THE CONTRACT TIME WILL BE AUTHORIZED BECAUSE OF FAILURE TO TRANSMIT SUBMITTALS ENOUGH IN ADVANCE OF THE WORK TO PERMIT PROCESSING, INCLUDING RESUBMITTALS. INITIAL REVIEW: ALLOW 7 DAYS FOR INITIAL REVIEW OF EACH SUBMITTAL EXCLUSIVE OF TRAVEL TIME. ALLOW ADDITION TIME IF COORDINATION WITH SUBSEQUENT SUBMITTALS IS REQUIRED. RESUBMITTAL REVIEW: ALLOW 7 DAYS FOR REVIEW OF EACH RESUBMITTAL EXCLUSIVE OF TRAVEL TIME. PLACE A PERMANENT LABEL OR TITLEBLOCK ON EACH PAPER COPY SUBMITTAL ITEM FOR IDENTIFICATION. INDICATE NAME OF FIRM OR ENTITY THAT PREPARED EACH SUBMITTAL ON LABEL OR TITLEBLOCK. INCLUDE THE FOLLOWING INFORMATION FOR PROCESSING AND RECORDING ACTION TAKEN: PROJECT NAME DATE NAME OF ARCHITECT NAME OF ENGINEER NAME OF CONTRACTOR NAME OF SUBCONTRACTOR NAME OF SUPPLIER NAME OF MANUFACTURER CONTRACTOR'S REVIEW: REVIEW EACH SUBMITTAL AND CHECK FOR COORDINATION WITH OTHER WORK OF THE CONTRACT AND FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. NOTE CORRECTIONS AND FIELD DIMENSIONS. MAKR WITH APPROVAL STAMP BEFORE SUBMITTING TO ARCHITECT/ENGINEER. STAMP EACH SUBMITTAL WITH A UNIFORM, APPROVAL STAMP. PROVIDE A STATEMENT CERTIFYING THAT SUBMITTAL HAS BEEN REVIEWED, CHECKED, AND APPROVED FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS AND THE PHYSICAL SPACE LIMITATIONS AT THE SITE. PROVIDE A STATEMENT CERTIFYING THAT SUBMITTAL HAS BEEN REVIEWED, CHECKED, AND APPROVED FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS AND THE PHYSICAL SPACE LIMITATIONS AT THE SITE. IF THE GENERAL CONTRACTOR IS DEFERRING THE ABOVE REQUIREMENTS TO THE SUBCONTRACTOR. THEN THE SUBCONTRACTOR MUST ALSO REVIEW, STAMP, AND CERTFY THE SUBMITTAL. ENGINEERS ACTION: ENGINEER WILL NOT REVIEW SUBMITTALS THAT DO NOT BEAR CONTRACTORS APPROVAL STAMP AND WILL REUTRN THEM. ENGINEER WILL REVIEW EACH SUBMITTAL, NOTE CORRECTIONS OR MODIFICATIONS REQUIRED, AND RETURN IT. ENGINEER WILL PROVIDE SUBMITTAL WITH AN ACTION SHEET TO INDICATE ACTION. REQUESTS FOR INFORMATION (RFI) IMMEDIATELY ON DISCOVERY OF THE NEED FOR ADDITIONAL IiNFORMATION OR INTERPRETATION OF THE CONTRACT DOCUMENTS, CONTRACTOR SHALL PREPARE AND SUBMIT AN RFI IN THE FORM SPECIFIED. ENGINEER WILL RETURN RFIS SUBMITTED TO ENGINEER BY OTHER ENTITIES CONTROLLED BY CONTRACTOR WITH NO RESPONSE. COORDINATE AND SUBMIT RFIS IN A PROMPT MANNER SO AS TO AVOID DELAYS IN CONTRACTOR’S WORK OR WORK OF SUBCONTRACTORS. INCLUDE A PROPOSED SOLUTION AS WELL AS INCLUDE A DETAILED, LEGIBLE DESCRIPTION OF ITEM NEEDING INFORMATION OR INTERPRETATION. INCLUDE SKETCHES, DESCRIPTIONS, MEASUREMENTS, PHOTOS, PRODUCT DATA, SHOP DRAWINGS, COORDINATION DRAWINGS, AND OTHER INFORMATION NECESSARY TO FULLY DESCRIBE ITEMS NEEDING INTERPRETATION. RECORD DRAWINGS WITHIN 90 DAYS OF COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, A COMPLETE SET OF ”AS BUILT” DRAWINGS PORTRAYING ACTUAL SITE CONDITIONS OF THE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION WORK. SUBMISSION SHALL CONSIST OF ONE SET OF PAPER SEPIAS AND ONE SET OF CAD FILES IN AUTOCAD 2007 FORMAT. ENGINEER AND ARCHITECT SEALS AND LOGOS SHALL BE REMOVED FROM THE DRAWINGS AND THEY SHALL BE STAMPED ’’AS-BUILT DRAWINGS”. WITHIN 90 DAYS OF COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, A COMPLETE SET OF ”O&M MANUALS”, AND EQUIPMENT DATA. THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT ALL NEW MATERIALS AND COMPONENTS DO NOT CONTAIN ASBESTOS OR PCBS. REQUIRED SUBMITTALS PROVIDE FOUR BOUND PRODUCT DATA SUBMITTALS FOR THE NEW EQUIPMENT LISTED BELOW TO THE ARCHITECT/ENGINEER. EACH CONTRACTOR RESPONSIBLE FOR THE WORK SHALL REVIEW AND CERTIFY THE SUBMITTAL DATA TO BE IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS AND THE PHYSICAL SPACE LIMITATIONS. ELECTRICAL DISCONNECT SWITCHES ELECTRICAL CONDUIT ELECTRICAL CONDUCTORS ELECTRICAL SPECIFICATIONS ELECTRICAL CONDUCTORS MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: • ALCAN PRODUCTS CORPORATION; ALCAN CABLE DIVISION. • AMERICAN INSULATED WIRE CORP.; A LEVITON COMPANY. • GENERAL CABLE CORPORATION. • SENATOR WIRE & CABLE COMPANY. • SOUTHWIRE COMPANY. COPPER CONDUCTORS: COMPLY WITH NEMA WC 70. CONDUCTOR INSULATION: COMPLY WITH NEMA WC 70 FOR TYPES THW, THHN- THWN, XHHW, UF, USE, AND SO. MULTICONDUCTOR CABLE: COMPLY WITH NEMA WC 70 FOR ARMORED CABLE, TYPE AC, METAL-CLAD CABLE, TYPE MC .TYPE SO, AND TYPE USE WITH GROUND WIRE. CONDUCTOR MATERIAL APPLICATIONS: COPPER. SOLID FOR NO. 10 AWG AND SMALLER; STRANDED FOR NO. 8 AWG AND LARGER. CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND WIRING METHODS: 1. SERVICE ENTRANCE: TYPE THHN-THWN, SINGLE CONDUCTORS IN RACEWAY, TYPE SE OR USE MULTICONDUCTOR CABLE. 2. EXPOSED FEEDERS: TYPE THHN-THWN, SINGLE CONDUCTORS IN RACEWAY. 3. FEEDERS CONCEALED IN CEILINGS, WALLS, PARTITIONS, AND CRAWLSPACES: TYPE THHN-THWN, SINGLE CONDUCTORS IN RACEWAY. 4. FEEDERS CONCEALED IN CONCRETE, BELOW SLABS-ON-GRADE, AND UNDERGROUND: 5. TYPE THHN-THWN, SINGLE CONDUCTORS IN RACEWAY. 6. FEEDERS INSTALLED BELOW RAISED FLOORING: TYPE THHN-THWN, SINGLE CONDUCTORS IN RACEWAY. 7. EXPOSED BRANCH CIRCUITS, INCLUDING IN CRAWLSPACES: TYPE THHN-THWN, SINGLE CONDUCTORS IN RACEWAY, METAL-CLAD CABLE, TYPE MC. 8. BRANCH CIRCUITS CONCEALED IN CEILINGS, WALLS, AND PARTITIONS: TYPE THHN-THWN, SINGLE CONDUCTORS IN RACEWAY, ARMORED CABLE, TYPE AC, METAL-CLAD CABLE, TYPE MC. 9. BRANCH CIRCUITS CONCEALED IN CONCRETE, BELOW SLABS-ON- GRADE, AND UNDERGROUND: TYPE THHN-THWN, SINGLE CONDUCTORS IN RACEWAY. 10. BRANCH CIRCUITS INSTALLED BELOW RAISED FLOORING: TYPE THHN- THWN, SINGLE CONDUCTORS IN RACEWAY OR ARMORED CABLE, TYPE AC, METAL-CLAD CABLE, TYPE MC. 11. BRANCH CIRCUITS INSTALLED IN PATIENT CARE AREAS: TYPE HCF- MCAP OR AC-HCF WITH 12. ASSEMBLY CERTIFIED AS AN EQUIPMENT GROUNDING CONDUCTOR AND A GREEN INSULATED 13. EQUIPMENT GROUNDING CONDUCTOR CONNECTED TO ALL RECEPTACLES, METALLIC BOXES CONTAINING RECEPTACLES, AND ALL METALLIC EQUIPMENT CASINGS. GROUNDING INSULATED CONDUCTORS: COPPER WIRE OR CABLE INSULATED FOR 600 V UNLESS OTHERWISE REQUIRED BY APPLICABLE CODE OR AUTHORITIES HAVING JURISDICTION. BARE COPPER CONDUCTORS: 1. SOLID CONDUCTORS: ASTM B 3. 2. STRANDED CONDUCTORS: ASTM B 8. 3. BONDING CABLE: 28 KCMIL, 14 STRANDS OF NO. 17 AWG CONDUCTOR, 1/4 INCH (6 MM) IN DIAMETER. 4. BONDING CONDUCTOR: NO. 4 OR NO. 6 AWG, STRANDED CONDUCTOR. 5. BONDING JUMPER: COPPER TAPE, BRAIDED CONDUCTORS TERMINATED WITH COPPER FERRULES; 1-5/8 INCHES (41 MM) WIDE AND 1/16 INCH (1.6 MM) THICK. GROUNDING BUS: PREDRILLED RECTANGULAR BARS OF ANNEALED COPPER, 1/4 BY 4 INCHES (6.3 BY 100 MM) IN CROSS SECTION, WITH 9/32-INCH (7.14-MM) HOLES SPACED 1-1/8 INCHES (28 MM) APART. STAND-OFF INSULATORS FOR MOUNTING SHALL COMPLY WITH UL 891 FOR USE IN SWITCHBOARDS, 600 V. LEXAN, IMPULSE TESTED AT 5000 V. CONNECTORS: LISTED AND LABELED BY AN NRTL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION FOR APPLICATIONS IN WHICH USED AND FOR SPECIFIC TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS CONNECTED. BOLTED CONNECTORS FOR CONDUCTORS AND PIPES: COPPER OR COPPER ALLOY, PRESSURE TYPE WITH AT LEAST TWO BOLTS. PIPE CONNECTORS: CLAMP TYPE, SIZED FOR PIPE. WELDED CONNECTORS: EXOTHERMIC-WELDING KITS OF TYPES RECOMMENDED BY KIT MANUFACTURER FOR MATERIALS BEING JOINED AND INSTALLATION CONDITIONS. BUS-BAR CONNECTORS: MECHANICAL TYPE, CAST SILICON BRONZE, SOLDERLESS COMPRESSION-TYPE WIRE TERMINALS, AND LONG-BARREL, TWO-BOLT CONNECTION TO GROUND BUS BAR. CONDUCTORS: INSTALL SOLID CONDUCTOR FOR NO. 8 AWG AND SMALLER, AND STRANDED CONDUCTORS FOR NO. 6 AWG AND LARGER UNLESS OTHERWISE INDICATED. ISOLATED GROUNDING CONDUCTORS: GREEN-COLORED INSULATION WITH CONTINUOUS YELLOW STRIPE. ON FEEDERS WITH ISOLATED GROUND, IDENTIFY GROUNDING CONDUCTOR WHERE VISIBLE TO NORMAL INSPECTION, WITH ALTERNATING BANDS OF GREEN AND YELLOW TAPE, WITH AT LEAST THREE BANDS OF GREEN AND TWO BANDS OF YELLOW. CONDUCTOR TERMINATIONS AND CONNECTIONS: • PIPE AND EQUIPMENT GROUNDING CONDUCTOR TERMINATIONS: BOLTED CONNECTORS. • UNDERGROUND CONNECTIONS: WELDED CONNECTORS EXCEPT AT TEST WELLS AND AS OTHERWISE INDICATED. • CONNECTIONS TO GROUND RODS AT TEST WELLS: BOLTED • CONNECTORS. CONNECTIONS TO STRUCTURAL STEEL: WELDED CONNECTORS. EQUIPMENT GROUNDING: INSTALL INSULATED EQUIPMENT GROUNDING CONDUCTORS TO COMPLY WITH THE NEC AND AS INDICATED ON THE DRAWINGS. ELECTRICAL HANGERS AND SUPPORTS COMPLY WITH NECA 1 AND NECA 101 FOR APPLICATION OF HANGERS AND SUPPORTS FOR ELECTRICAL EQUIPMENT AND SYSTEMS EXCEPT IF REQUIREMENTS IN THIS SECTION ARE STRICTER. MAXIMUM SUPPORT SPACING AND MINIMUM HANGER ROD SIZE FOR RACEWAY: SPACE SUPPORTS FOR EMT, IMC, AND RMC AS SCHEDULED IN NECA 1, WHERE ITS TABLE 1 LISTS MAXIMUM SPACINGS LESS THAN STATED IN NFPA 70. MINIMUM ROD SIZE SHALL BE 1/4 INCH (6 MM) IN DIAMETER. MULTIPLE RACEWAYS OR CABLES: INSTALL TRAPEZE-TYPE SUPPORTS FABRICATED WITH STEEL SLOTTED OR OTHER SUPPORT SYSTEM, SIZED SO CAPACITY CAN BE INCREASED BY AT LEAST 25 PERCENT IN FUTURE WITHOUT EXCEEDING SPECIFIED DESIGN LOAD LIMITS. SECURE RACEWAYS AND CABLES TO THESE SUPPORTS WITH TWO-BOLT CONDUIT CLAMPS. SPRING-STEEL CLAMPS DESIGNED FOR SUPPORTING SINGLE CONDUITS WITHOUT BOLTS MAY BE USED FOR 1-1/2-INCH (38-MM) AND SMALLER RACEWAYS SERVING BRANCH CIRCUITS AND COMMUNICATION SYSTEMS ABOVE SUSPENDED CEILINGS AND FOR FASTENING RACEWAYS TO TRAPEZE SUPPORTS. SUPPORT INSTALLATION: COMPLY WITH NECA 1 AND NECA 101 FOR INSTALLATION REQUIREMENTS EXCEPT AS SPECIFIED IN THIS ARTICLE. RACEWAY SUPPORT METHODS: IN ADDITION TO METHODS DESCRIBED IN NECA 1, EMT, IMC, AND RMC MAY BE SUPPORTED BY OPENINGS THROUGH STRUCTURE MEMBERS, AS PERMITTED IN NFPA 70. STRENGTH OF SUPPORT ASSEMBLIES: WHERE NOT INDICATED, SELECT SIZES OF COMPONENTS SO STRENGTH WILL BE ADEQUATE TO CARRY PRESENT AND FUTURE STATIC LOADS WITHIN SPECIFIED LOADING LIMITS. MINIMUM STATIC DESIGN LOAD USED FOR STRENGTH DETERMINATION SHALL BE WEIGHT OF SUPPORTED COMPONENTS PLUS 200 LB (90 KG). MOUNTING AND ANCHORAGE OF SURFACE-MOUNTED EQUIPMENT AND COMPONENTS: ANCHOR AND FASTEN ELECTRICAL ITEMS AND THEIR SUPPORTS TO BUILDING STRUCTURAL ELEMENTS BY THE FOLLOWING METHODS UNLESS OTHERWISE INDICATED BY CODE: 1. TO WOOD: FASTEN WITH LAG SCREWS OR THROUGH BOLTS. 2. TO NEW CONCRETE: BOLT TO CONCRETE INSERTS. 3. TO MASONRY: APPROVED TOGGLE-TYPE BOLTS ON HOLLOW MASONRY UNITS AND EXPANSION ANCHOR FASTENERS ON SOLID MASONRY UNITS. 4. TO EXISTING CONCRETE: EXPANSION ANCHOR FASTENERS. 5. INSTEAD OF EXPANSION ANCHORS, POWDER-ACTUATED DRIVEN THREADED STUDS PROVIDED WITH LOCK WASHERS AND NUTS MAY BE USED IN EXISTING STANDARD-WEIGHT CONCRETE 4 INCHES (100 MM) THICK OR GREATER. DO NOT USE FOR ANCHORAGE TO LIGHTWEIGHT-AGGREGATE CONCRETE OR FOR SLABS LESS THAN 4 INCHES (100 MM) THICK. 6. TO STEEL: WELDED THREADED STUDS COMPLYING WITH AWS D1.1/D1.1M, WITH LOCK WASHERS AND NUTS OR BEAM CLAMPS (MSS TYPE 19, 21, 23, 25, OR 27) COMPLYING WITH MSS SP-69. 7. TO LIGHT STEEL: SHEET METAL SCREWS. 8. DRILL HOLES FOR EXPANSION ANCHORS IN CONCRETE AT LOCATIONS AND TO DEPTHS THAT AVOID REINFORCING BARS. ELECTRICAL CONDUIT METAL CONDUIT AND TUBING MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: 1. AFC CABLE SYSTEMS, INC. 2. ALFLEX INC. 3. ALLIED TUBE & CONDUIT; A TYCO INTERNATIONAL LTD. CO. 4. ANAMET ELECTRICAL, INC.; ANACONDA METAL HOSE. 5. ELECTRI-FLEX CO. 6. MAVERICK TUBE CORPORATION. 7. 0-Z GEDNEY; A UNIT OF GENERAL SIGNAL. 8. WHEATLAND TUBE COMPANY. RIGID STEEL CONDUIT: ANSI C80.1. ALUMINUM RIGID CONDUIT: ANSI C80.5. IMC: ANSI C80.6. PVC-COATED STEEL CONDUIT: PVC-COATED RIGID STEEL CONDUIT. • COMPLY WITH NEMA RN 1. • COATING THICKNESS: 0.040 INCH (1 MM), MINIMUM. EMT: ANSI C80.3. FMC: ZINC-COATED STEEL. LFMC: FLEXIBLE STEEL CONDUIT WITH PVC JACKET. FITTINGS FOR CONDUIT (INCLUDING ALL TYPES AND FLEXIBLE AND LIQUIDTIGHT), EMT, AND CABLE: NEMA FB 1; LISTED FOR TYPE AND SIZE RACEWAY WITH WHICH USED, AND FOR APPLICATION AND ENVIRONMENT IN WHICH INSTALLED. 1. FITTINGS FOR EMT: STEEL SET-SCREW OR COMPRESSION TYPE. DIE- CAST IS NOT ACCEPTABLE. 2. COATING FOR FITTINGS FOR PVC-COATED CONDUIT: MINIMUM THICKNESS, 0.040 INCH (1 MM), WITH OVERLAPPING SLEEVES PROTECTING THREADED JOINTS. JOINT COMPOUND FOR RIGID STEEL CONDUIT OR IMC: LISTED FOR USE IN CABLE CONNECTOR ASSEMBLIES, AND COMPOUNDED FOR USE TO LUBRICATE AND PROTECT THREADED RACEWAY JOINTS FROM CORROSION AND ENHANCE THEIR CONDUCTIVITY. SURFACE METAL RACEWAYS: GALVANIZED STEEL WITH SNAP-ON COVERS. MANUFACTURER’S STANDARD ENAMEL FINISH IN COLOR SELECTED BY ARCHITECT. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: 1. THOMAS & BETTS CORPORATION. 2. WIREMOLD COMPANY (THE); ELECTRICAL SALES DIVISION. BOXES, ENCLOSURES, AND CABINETS: MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: 1. COOPER CROUSE-HINDS; DIV. OF COOPER INDUSTRIES, INC. 2. EGS/APPLETON ELECTRIC. 3. HOFFMAN. 4. HUBBELL INCORPORATED; KILLARK ELECTRIC MANUFACTURING CO. DIVISION. 5. O-Z/GEDNEY; A UNIT OF GENERAL SIGNAL. 6. RACO; A HUBBELL COMPANY. 7. ROBROY INDUSTRIES, INC.; ENCLOSURE DIVISION. 8. THOMAS & BETTS CORPORATION. SHEET METAL OUTLET AND DEVICE BOXES: NEMA OS 1. CAST-METAL OUTLET AND DEVICE BOXES: NEMA FB 1, FERROUS ALLOY, TYPE FD, WITH GASKETED COVER. METAL FLOOR BOXES: CAST METAL, FULLY ADJUSTABLE, RECTANGULAR. SMALL SHEET METAL PULL AND JUNCTION BOXES: NEMA OS 1. CAST-METAL ACCESS, PULL, AND JUNCTION BOXES: NEMA FB 1, GALVANIZED, CAST IRON WITH GASKETED COVER. HINGED-COVER ENCLOSURES: NEMA 250, TYPE 1, WITH CONTINUOUS-HINGE COVER WITH FLUSH LATCH, UNLESS OTHERWISE INDICATED. 1. METAL ENCLOSURES: STEEL, FINISHED INSIDE AND OUT WITH MANUFACTURER’S STANDARD ENAMEL. A. A. IN STANDARD PARTITIONS, WHERE 1/2” AND 3/4” CONDUITS ARE EMPLOYED: 4” SQUARE BY 2-1/8” DEEP BOXES WITH 1-GANG OR 2- GANG PLASTER COVERS SHALL BE USED, NO. 4SD-SPL. B. B. IN THIN PARTITIONS MEASURING 3-1/2” OR LESS: 4” SQUARE BY 1-1/2” DEEP BOXES WITH 1-GANG OR 2-GANG PLASTER COVERS SHALL BE USED, NO. 4S-SPL. C. C. IN STANDARD PARTITIONS, WHERE CONDUITS OF A SIZE GREATER THAN 3/4” ARE EMPLOYED: 4” SQUARE BY 2-1/8” DEEP BOXES WITH 1- GANG OR 2-GANG PLASTER COVERS SHALL BE USED, NO. 4SJD SERIES. THE OUTLET BOXES SHALL BE LOCATED WHEREBY NO TWO (2) OUTLET BOXES ARE INSTALLED CLOSER THAN 24” ON CENTER, AND SECURELY ATTACHED TO THE PARTITION STUDS, WITH AT LEAST ONE (1) PARTITION STUD SEPARATING THE OUTLET BOXES. IT IS NOT ACCEPTABLE TO SECURE OUTLET BOXES ONLY TO DRYWALL PARTITION. CABINETS: 1. NEMA 250, TYPE 1, GALVANIZED-STEEL BOX WITH REMOVABLE INTERIOR PANEL AND REMOVABLE FRONT, FINISHED INSIDE AND OUT WITH MANUFACTURER’S STANDARD ENAMEL. 2. HINGED DOOR IN FRONT COVER WITH FLUSH LATCH AND CONCEALED HINGE. 3. KEY LATCH TO MATCH PANELBOARDS. 4. METAL BARRIERS TO SEPARATE WIRING OF DIFFERENT SYSTEMS AND VOLTAGE. 5. ACCESSORY FEET WHERE REQUIRED FOR FREESTANDING EQUIPMENT. RACEWAY APPLICATION: OUTDOORS: APPLY RACEWAY PRODUCTS AS SPECIFIED BELOW, UNLESS OTHERWISE INDICATED: 1. EXPOSED CONDUIT: RIGID STEEL CONDUIT. 2. CONCEALED CONDUIT, ABOVEGROUND: RIGID STEEL CONDUIT, EMT, RNC. 3. UNDERGROUND CONDUIT: RNC, TYPE EPC-80-PVC, DIRECT BURIED. 4. CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND HYDRAULIC, PNEUMATIC, ELECTRIC SOLENOID, OR MOTOR-DRIVEN EQUIPMENT): LFMC. 5. BOXES AND ENCLOSURES, ABOVEGROUND: NEMA 250, TYPE 3R. COMPLY WITH THE FOLLOWING INDOOR APPLICATIONS, UNLESS OTHERWISE INDICATED: 1. EXPOSED, NOT SUBJECT TO PHYSICAL DAMAGE: EMT. 2. EXPOSED, NOT SUBJECT TO SEVERE PHYSICAL DAMAGE: EMT. 3. EXPOSED AND SUBJECT TO SEVERE PHYSICAL DAMAGE: RIGID STEEL CONDUIT. INCLUDES RACEWAYS IN THE FOLLOWING LOCATIONS: LOADING DOCK, CORRIDORS USED FOR TRAFFIC OF MECHANIZED CARTS, FORKLIFTS, AND PALLET-HANDLING UNITS, MECHANICAL ROOMS. 4. CONCEALED IN CEILINGS AND INTERIOR WALLS AND PARTITIONS: EMT. 5. CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND HYDRAULIC, PNEUMATIC, ELECTRIC SOLENOID, OR MOTOR-DRIVEN EQUIPMENT): FMC, EXCEPT USE LFMC IN DAMP OR WET LOCATIONS. 6. DAMP OR WET LOCATIONS: RIGID STEEL CONDUIT. 7. RACEWAYS FOR OPTICAL FIBER OR COMMUNICATIONS CABLE IN SPACES USED FOR ENVIRONMENTAL AIR: PLENUM-TYPE, OPTICAL FIBER/COMMUNICATIONS CABLE RACEWAY, EMT. 8. RACEWAYS FOR OPTICAL FIBER OR COMMUNICATIONS CABLE RISERS IN VERTICAL SHAFTS: RISER-TYPE, OPTICAL FIBER/COMMUNICATIONS CABLE RACEWAY, EMT. 9. RACEWAYS FOR CONCEALED GENERAL PURPOSE DISTRIBUTION OF OPTICAL FIBER OR COMMUNICATIONS CABLE: GENERAL-USE, OPTICAL FIBER/COMMUNICATIONS CABLE RACEWAY, RISER-TYPE, OPTICAL FIBER/COMMUNICATIONS CABLE RACEWAY, PLENUM-TYPE, OPTICAL FIBER/COMMUNICATIONS CABLE RACEWAY, EMT. 10. BOXES AND ENCLOSURES: NEMA 250, TYPE 1, EXCEPT USE NEMA 250, TYPE 4X, STAINLESS STEEL IN DAMP OR WET LOCATIONS. MINIMUM RACEWAY SIZE: 1/2-INCH (16-MM) TRADE SIZE. RACEWAY FITTINGS: COMPATIBLE WITH RACEWAYS AND SUITABLE FOR USE AND LOCATION. 1. RIGID AND INTERMEDIATE STEEL CONDUIT: USE THREADED RIGID STEEL CONDUIT FITTINGS, UNLESS OTHERWISE INDICATED. 2. PVC EXTERNALLY COATED, RIGID STEEL CONDUITS: USE ONLY FITTINGS LISTED FOR USE WITH THAT MATERIAL. PATCH AND SEAL ALL JOINTS, NICKS, AND SCRAPES IN PVC COATING AFTER INSTALLING CONDUITS AND FITTINGS. USE SEALANT RECOMMENDED BY FITTING MANUFACTURER. INSTALLATION COMPLY WITH NECA 1 FOR INSTALLATION REQUIREMENTS APPLICABLE TO PRODUCTS SPECIFIED EXCEPT WHERE REQUIREMENTS ON DRAWINGS OR IN THIS ARTICLE ARE STRICTER. KEEP RACEWAYS AT LEAST 6 INCHES (150 MM) AWAY FROM PARALLEL RUNS OF FLUES AND STEAM OR HOT-WATER PIPES. INSTALL HORIZONTAL RACEWAY RUNS ABOVE WATER AND STEAM PIPING. COMPLETE RACEWAY INSTALLATION BEFORE STARTING CONDUCTOR INSTALLATION. SUPPORT RACEWAYS AS SPECIFIED IN "HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS.” ARRANGE STUB-UPS SO CURVED PORTIONS OF BENDS ARE NOT VISIBLE ABOVE THE FINISHED SLAB. INSTALL NO MORE THAN THE EQUIVALENT OF THREE 90-DEGREE BENDS IN ANY CONDUIT RUN EXCEPT FOR COMMUNICATIONS CONDUITS, FOR WHICH FEWER BENDS ARE ALLOWED. CONCEAL CONDUIT AND EMT WITHIN FINISHED WALLS, CEILINGS, AND FLOORS, UNLESS OTHERWISE INDICATED. RACEWAYS EMBEDDED IN SLABS: 1. RUN CONDUIT LARGER THAN 1-INCH (27-MM) TRADE SIZE, PARALLEL OR AT RIGHT ANGLES TO MAIN REINFORCEMENT. WHERE AT RIGHT ANGLES TO REINFORCEMENT, PLACE CONDUIT CLOSE TO SLAB SUPPORT. 2. ARRANGE RACEWAYS TO CROSS BUILDING EXPANSION JOINTS AT RIGHT ANGLES WITH EXPANSION FITTINGS. 3. CHANGE FROM ENT TO RNC, TYPE EPC-40-PVC, RIGID STEEL CONDUIT, OR IMC BEFORE RISING ABOVE THE FLOOR. THREADED CONDUIT JOINTS, EXPOSED TO WET, DAMP, CORROSIVE, OR OUTDOOR CONDITIONS: APPLY LISTED COMPOUND TO THREADS OF RACEWAY AND FITTINGS BEFORE MAKING UP JOINTS. FOLLOW COMPOUND MANUFACTURER’S WRITTEN INSTRUCTIONS. RACEWAY TERMINATIONS AT LOCATIONS SUBJECT TO MOISTURE OR VIBRATION: USE INSULATING BUSHINGS TO PROTECT CONDUCTORS, INCLUDING CONDUCTORS SMALLER THAN NO. 4 AWG. INSTALL PULL WIRES IN EMPTY RACEWAYS. USE POLYPROPYLENE OR MONOFILAMENT PLASTIC LINE WITH NOT LESS THAN 200-LB (90-KG) TENSILE STRENGTH. LEAVE AT LEAST 12 INCHES (300 MM) OF SLACK AT EACH END OF PULL WIRE. RACEWAYS FOR OPTICAL FIBER AND COMMUNICATIONS CABLE: INSTALL RACEWAYS, METALLIC AND NONMETALLIC, RIGID AND FLEXIBLE, AS FOLLOWS: 1. 3/4-INCH (19-MM) TRADE SIZE AND SMALLER: INSTALL RACEWAYS IN MAXIMUM LENGTHS OF 50 FEET (15 M). 2. 1-INCH (25-MM) TRADE SIZE AND LARGER: INSTALL RACEWAYS IN MAXIMUM LENGTHS OF 75 FEET (23 M). 3. INSTALL WITH A MAXIMUM OF TWO 90-DEGREE BENDS OR EQUIVALENT FOR EACH LENGTH OF RACEWAY UNLESS DRAWINGS SHOW STRICTER REQUIREMENTS. SEPARATE LENGTHS WITH PULL OR JUNCTION BOXES OR TERMINATIONS AT DISTRIBUTION FRAMES OR CABINETS WHERE NECESSARY TO COMPLY WITH THESE REQUIREMENTS. INSTALL RACEWAY SEALING FITTINGS AT SUITABLE, APPROVED, AND ACCESSIBLE LOCATIONS AND FILL THEM WITH LISTED SEALING COMPOUND. FOR CONCEALED RACEWAYS, INSTALL EACH FITTING IN A FLUSH STEEL BOX WITH A BLANK COVER PLATE HAVING A FINISH SIMILAR TO THAT OF ADJACENT PLATES OR SURFACES. INSTALL RACEWAY SEALING FITTINGS AT THE FOLLOWING POINTS: 1. WHERE CONDUITS PASS FROM WARM TO COLD LOCATIONS, SUCH AS BOUNDARIES OF REFRIGERATED SPACES. 2. WHERE OTHERWISE REQUIRED BY NFPA 70. FLEXIBLE CONDUIT CONNECTIONS: USE MAXIMUM OF 48 INCHES (1219 MM) OF FLEXIBLE CONDUIT FOR RECESSED AND SEMIRECESSED LIGHTING FIXTURES, EQUIPMENT SUBJECT TO VIBRATION, NOISE TRANSMISSION, OR MOVEMENT; AND FOR TRANSFORMERS AND MOTORS. 1. USE LFMC IN DAMP OR WET LOCATIONS. RECESSED BOXES IN MASONRY WALLS: SAW-CUT OPENING FOR BOX IN CENTER OF CELL OF MASONRY BLOCK, AND INSTALL BOX FLUSH WITH SURFACE OF WALL. SET METAL FLOOR BOXES LEVEL AND FLUSH WITH FINISHED FLOOR SURFACE. FIRESTOPPING APPLY FIRESTOPPING TO ELECTRICAL PENETRATIONS OF FIRE-RATED FLOOR AND WALL ASSEMBLIES TO RESTORE ORIGINAL FIRE-RESISTANCE RATING OF ASSEMBLY. PROVIDE SLEEVES FOR FLOOR PENETRATIONS EXTENDING 2” ABOVE FLOOR EXCEPT IN FINISHED AREAS WHERE COORDINATED WITH ARCHITECT. WIRING DEVICES MANUFACTURERS: 1. COOPER WIRING DEVICES; 2. HUBBELL INCORPORATED; WIRING DEVICE-KELLUMS 3. LEVITON MFG. COMPANY INC. 4. PASS & SEYMOUR/LEGRAND; WIRING DEVICES & ACCESSORIES ALL WIRING DEVICES TO BE WHITE OR COLOR AS SELECTED BY ARCHITECT. STRAIGHT BLADE RECEPTACLES: CONVENIENCE RECEPTACLES, 125 V, 20 A: COMPLY WITH NEMA WD 1, NEMA WD 6 CONFIGURATION 5-20R, AND UL 498. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: 1. LEVITON; 16341-W (SINGLE), 16362-W (DUPLEX). 2. ANY EQUAL BY ABOVE LISTED MANUFACTURERS. ISOLATED-GROUND, DUPLEX CONVENIENCE RECEPTACLES, 125 V, 20 A: COMPLY WITH NEMA WD 1, NEMA WD 6 CONFIGURATION 5-20R, AND UL 498. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: 1. LEVITON; 16362-IGW. 2. ANY EQUAL BY ABOVE LISTED MANUFACTURERS. DESCRIPTION: STRAIGHT BLADE; EQUIPMENT GROUNDING CONTACTS SHALL BE CONNECTED ONLY TO THE GREEN GROUNDING SCREW TERMINAL OF THE DEVICE AND WITH INHERENT ELECTRICAL ISOLATION FROM MOUNTING STRAP. ISOLATION SHALL BE INTEGRAL TO RECEPTACLE CONSTRUCTION AND NOT DEPENDENT ON REMOVABLE PARTS. GFCI RECEPTACLES GENERAL DESCRIPTION: STRAIGHT BLADE, FEED-THROUGH TYPE. COMPLY WITH NEMA WD 1, NEMA WD 6, UL 498, AND UL 943, CLASS A, AND INCLUDE INDICATOR LIGHT THAT IS LIGHTED WHEN DEVICE IS TRIPPED. DUPLEX GFCI CONVENIENCE RECEPTACLES, 125 V, 20 A: PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: 1. LEVITON: 7899-W. 2. ANY EQUAL BY ABOVE LISTED MANUFACTURERS. SNAP SWITCHES, COMPLY WITH NEMA WD 1 AND UL 20. SWITCHES, 120/277 V, 20 A: PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING:. 1. LEVITON; 5621-2W (SINGLE POLE), 5622-2 (TWO POLE), 5623-2 (THREE WAY) 2. ANY EQUAL BY ABOVE LISTED MANUFACTURERS. WALL-BOX DIMMERS, DIMMER SWITCHES: MODULAR, FULL-WAVE, SOLID-STATE UNITS WITH INTEGRAL, QUIET ON-OFF SWITCHES, WITH AUDIBLE FREQUENCY AND EMI/RFI SUPPRESSION FILTERS. CONTROL: CONTINUOUSLY ADJUSTABLE SLIDER; WITH SINGLE-POLE OR THREE-WAY SWITCHING. COMPLY WITH UL 1472. 1. INCANDESCENT LAMP DIMMERS: 120 V; CONTROL SHALL FOLLOW SQUARE-LAW DIMMINGCURVE. ON-OFF SWITCH POSITIONS SHALL BYPASS DIMMER MODULE. 2000 W; DIMMERS SHALL REQUIRE NO DERATING WHEN GANGED WITH OTHER DEVICES. 2. FLUORESCENT LAMP DIMMER SWITCHES: MODULAR; COMPATIBLE WITH DIMMER BALLASTS; TRIM POTENTIOMETER TO ADJUST LOW- END DIMMING; DIMMER-BALLAST COMBINATION CAPABLE OF CONSISTENT DIMMING WITH LOW END NOT GREATER THAN 20 PERCENT OF FULL BRIGHTNESS. 3. ACCEPTABLE MANUFACTURERS: LUTRON, LEVITON. ENCLOSED SWITCHES PROVIDE HEAVY-DUTY TYPE, DEAD-FRONT, SHEET STEEL-ENCLOSED, SURFACE-MOUNTED SAFETY SWITCHES OF THE TYPE AND SIZE INDICATED. SAFETY SWITCHES SHALL BE QUICK-MAKE QUICK-BREAK TYPE WITH PERMANENTLY ATTACHED ARC SUPPRESSORS AND CONSTRUCTED SUCH THAT SWITCH BLADES ARE VISIBLE IN THE "OFF" POSITION WITH THE DOOR OPEN. THE OPERATING HANDLE SHALL BE AN INTEGRAL PART OF THE BOX, NOT THE COVER. SWITCH SHALL HAVE PROVISION TO PADLOCK IN THE "OFF" POSITION. SAFETY SWITCHES SHALL HAVE A COVER INTERLOCK TO PREVENT UNAUTHORIZED OPENING OF THE SWITCH DOOR WHEN THE SWITCH MECHANISM IS IN THE "ON" POSITION OR CLOSING OF THE SWITCH MECHANISM WHEN THE SWITCH DOOR IS OPEN. COVER INTERLOCK SHALL HAVE AN OVERRIDE MECHANISM TO PERMIT SWITCH INSPECTION BY AUTHORIZED PERSONNEL. LUGS SHALL BE COPPER-PLATED OR ALUMINUM, SUITABLE FOR COPPER CABLE AND FRONT REMOVABLE. TRENCHING AND BACKFILLING ALL UNDERGROUND PIPES SHALL BE LAID OPEN IN TRENCH. ALL FIELD MEASUREMENTS, LAYOUTS, GRADE ESTABLISHMENTS, ETC. SHALL BE DONE BY REGISTERED PUBLIC SURVEYOR IN THE EMPLOY OF THE CONTRACTOR. THE CONTRACTOR'S SURVEYOR SHALL BE ON-THE-JOB DURING ALL UNDERGROUND WORK. THE ARHICTECT WILL PROVIDE A "BENCH MARK" REFERENCE FOR USE BY THE CONTRACTOR. PIPES SHALL BE LAID AND MAINTAINED AT REQUIRED LINES AND GRADES DURING THE COURSE OF THE WORK. ALL JOINTS SHALL BE ALIGNED AND COMPLETE. THE TRENCH SHALL BE EXCAVATED TO ALIGNMENT AND DEPTH AS REQUIRED. TRENCH SHALL BE PROPERLY BRACED AND DEWATERED. THE TRENCHES SHALL BE EKPT FREE OF WATER AT ALL TIMES DURING INSTALLATION, TESTING OF PIPE, AND BACK FILLING. THE CONTRACTOR SHALL PROVIDE PROPER FACILITIES FOR DISCHARGING WATER INTO NATURAL DRAINAGE CHANNELS. NO WATER SHALL BE DISCHARGED ONTO A STREET WITHOUT APPROVAL BY THE ARCHITECT. ALL EXTERIOR UNDERGROUND PIPING SHALL BE INSTALLED WITH A MINIMUM OF 18" OF EARTH OR EQUIVALENT COVER, EXCEPT WHERE SPECIFICALLY SHOWN OTHERWISE OR REQUIRED BY THE ARCHITECT/ENGINEER. THE TRENCH SHALL BE AT LEAST 18" WIDER THAN THE DIAMETER OF THE LARGEST BELL ON THE PIPE. IF THE PIPE HAS NO BELLS, THE TRENCH SHALL BE AT LEAST 18" WIDER THAN THE MAXIMUM DIAMETER OF THE PIPE. PIPE SHALL BE LAID IN THE CENTER OF THE TRENCH. THE TRENCH SHALL BE EXCAVATED TO A DEPTH SUFFICIENT TO PROVIDE FOR PIPE CUSHIONS AS SPECIFIED HEREIN. SHEET PILE AND BRACE EXCAVATIONS WHERE NECESSARY TO PREVENT CAVE-IN. TRENCH WIDTH MAY BE INCREASED AS REQUIRED AND PIPING LEFT IN PLACE UNTIL SUFFICIENT COMPACTED BACKFILL IS IN PLACE. THE CONTRACTOR SHALL PROPERLY SHEET AND BRACE ALL OPEN TRENCHES TO RENDER THEM SECURE AND SHALL REMOVE ALL SUCH SHEETING AND BRACING BEFORE COMPLETING THE BACKFILL. THE QUANTITY OF THE EXCAVATION REQUIRED TO INSTALL SHEETING AND THE INSTALLATION AND REMOVAL OF SHEETINGS AND BRACINGS WILL NOT BE REGARDED AS EXTRA WORK AND ALL COSTS INCURRED FOR THIS EXCAVATION AND THE INSTALLATION OF SHEETING SHALL BE INCLUDED IN THE CONTRACT PRICE. TRENCHING MAY BE DONE WITH TRENCH DIGGING MACHINERY UNLESS HAND DIGGING IS REQUIRED TO AVOID DAMAGE TO EXISTING STRUCTURES OR APPARTUS BOTH ABOVE OR BELOW GRADE. UPON COMPLETION OF EXCAVATION AND PRIOR TO THE LAYING OF THE PIPE, THE TRENCH BOTTOM SHALL BE BROUGHT UP TO THE REQUIRED ELEVATION WITH A PIPE CUSHION, EXCEPT WHERE THE CUSHION HAS BEEN ELIMINATED BY THE ARCHITECT. PIPE CUSHIONS SHALL BE SELECTED MATERIAL DEPOSITED IN THE TRENCH, AND SHALL BE COMPACTED, LEVELED OFF, AND SHAPED TO OBTAIN A SMOOTH COMPACTED BED ALONG THE LAYING LENGTH OF THE PIPE. PIPE CUSHION MATERIAL SHALL BE AS FOLLOWS: 1. SANITARY AND DOMESTIC WATER: MATERIAL FOR PIPE CUSHION SHALL COMPLY WITH LOCAL CODES AND SHALL BE PLACED IN ACCORDANCE WITH THE EARTHWORK SECTION OF THE SPECIFICATIONS. IN ABSENCE OF THE LOCAL CODE REQUIREMENTS, THE CUSHION SHALL BE SILICA SAND WITH NO MORE THAN 20% PASSING A #200 SIEVE AND WITH NO CLAY INCLUSION OR SELECT BACKFILL MATERIAL APPROVED BY THE EARTHWORK SECTION OF THE SPECIFICATIONS. ANY SELECT FILL USED SHALL PASS A ONE INCH SCREEN. PIPES SHALL NOT BE LAID IN WATER OR WHEN TRENCH CONDITION IS UNSUITABLE. AS SECTIONS OF PIPE ARE INSTALLED, THEY SHALL BE TEMPORARILY SEALED UNTIL REMAINING SECTIONS OF THE PIPING HAVE BEEN INSTALLED TO COMPLETE THE SYSTEM. CAST IRON PIPES SUBJECT TO POTENTIAL HEADS OF 15 FEET OF WATER OR MORE SHALL HAVE CONCRETE ANCHORS AT EACH CHANGE IN DIRECTION AND/OR AS DIRECTED. ANY CHANGE IN DIRECTION EXCEEDING 15 DEGREES SHALL BE ANCHORED. CONRETE ANCHORS SHALL REST AGAINST SOLID (VIRGIN) GROUND WITH THE REQUIRED AREA OF BEARING ON PIPE AND GROUND TO PROVIDE SUITABLE ANCHORING. TRENCHES SHALL BE BACKFILLED ONLY AFTER PIPING HAS BEEN INSPECTED, TESTED, AND APPROVED BY THE ARCHITECT/ENGINEER. ALL BACKFILL MATERIAL SHALL BE PLACED IN THE TRENCH EITHER BY HAND OR BY APPROVED MECHANICAL METHODS. THE COMPACTION OF BACKFILL MATERIAL SHALL BE ACCOMPANIED BY TAMPING WITH HAND TOOLS OR APPROVED PNEUMATIC TAMPERS, BY USING VIBRATORY COMPACTORS, OR BY ANY COMBINATION OF THESE. THE METHOD OF COMPACTION SHALL BE APPROVED AND ALL COMPACTION SHALL BE APPROVED AND ALL COMPACTION SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE EARTHWORK SECTION OF THE SPECIFICATIONS. BACKFILL COMPLETELY AROUND PIPE, INCLUDING 18" ABOVE THE PIPE, WITH SUITABLE SILICA SAND, TAMPED IN 6" LAYERS UNDER, AROUND, AND OVER PIPE. THE REMAINDER OF THE BACKFILL FOR ALL PIPES SHALL BE SELECT BACKFILL MATERIAL TAMPED AT INTERVALS OF NO MORE THAN 12" DEPTHS, TO ATTAIN PROCTOR COMPACTION DENSITY REQUIRED. ALL MATERIALS TO BE USED AS SELECTED MATERIAL BACKFILL SHALL BE APPROVED BY THE ARCHITECT. IF IN THE OPINION OF THE ARCHITECT OR THE GEOTECHNICAL CONSULTANT, THE EXCAVATED MATERIAL DOES NOT MEET THE REQUIREMENTS OF SELECTED MATERIAL, THE CONTRACTOR SHALL BE REQUIRED TO SCREEN THE MATERIAL PRIOR TO ITS USE AS SELECTED MATERIAL BACKFILL. MATERIAL USED IN THE UPPER PORTION OF THE BACKFILL OR SUBGRADE SHALL NOT CONTAIN STONE, WOOD, VEGETABLE MATTER, OR OTHER MATERIAL, WHICH IN THE OPINION OF THE ARCHITECT OR GEOTECHNICAL CONSULTANT, IS UNSUITABLE SHALL BE INCLUDED IN THE BACKFILL. BACKFILL SHALL BE BROUGHT UP TO FINISH GRADE IDENTIFIED ON THE ARCHITECTURAL DRAWINGS, INCLUDE ADDITIONAL BACKFILL REQUIRED TO OFFSET SETTLEMENT DURING CONSOLIDATION. WHEN REMOVAL OF SUITABLE EXCAVATED MATERIAL CREATES A SHORTAGE OF BACKFILL MATERIAL, THE CONTRACTOR SHALL, AT NO COST TO THE OWNER, FURNISH MATERIAL AS SPECIFIED IN THIS SECTION IN THE AMOUNT REQUIRED TO COMPLETE THE BACKFILL. EXISTING STREET, DRIVEWAYS, AND SIDEWALKS DAMAGED DURING THE EXCAVATION WORK SHALL BE RESTORED TO ACCEPTABLE CONDITION, SUBJECT TO APPROVAL BY THE ARCHITECT. PROVIDE DRIVEWAY AND SIDEWALK EXCAVATIONS WITH APPROVED BARRICADES, WARNING LIGHTS, AND COVERPLATES AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. SUBMIT COMPLETE INSTALLATION AND TEST PROCEDURES OF THE EXCAVATION AND BACKFILL WORK FOR APPROVAL BY ARCHITECT PRIOR TO COMMENCING ANY WORK. 1 A B C D E F G H J K 1 2 3 4 5 6 7 8 9 10 11 12 13 H a r r i s o n K o r n b e r g A R C H I T E C T S Checked By: Drawn By: Sheet Name/Number: Project Team: Issue / Revisions: Project Name: Plot Date: University of Houston TRACER La Porte Municipal Airport 10615 Spencer Hwy La Porte, TX 77571 Project Name/Number:UH-TRACER SCALE: © Copyright 2013 All information, drawn, written, or implied, appearing in this document constitutes the original and unpublished work of HarrisonKornberg Architects, LLC. and may not be duplicated, distributed, or disclosed by any means without the prior written consent of HarrisonKornberg Architects, LLC. This is an instrument of services and sole property of the author. The use of this document shall be revoked if any of the design intent or the construction methods shown herein are not adhered to, or the terms of the contractual agreement for its use is violated. Written dimensions on these drawings shall have precedence over scale dimensions. Contractors shall be responsible for all dimensions and conditions on the job. HarrisonKornberg Architects, LLC must be notified of any variation from the dimension and conditions shown by these drawings. 3131 Eastside St, Suite 100 Houston, Texas 77098 p. 713-229-0688 f. 713-229-0692 Contact: Project Architect Name, RA Owner: Civil: MEP: University of Houston Contact: Hussain Alkinani t: 713-743-9966 WSP USA Contact: Yuki Williams t: 832-325-2129 WSP USA Contact: Charles Jarvis t: 713-229-7410 12/30/2020 -100% SD 12/18/2020 L 2 3 4 5 6 7 8 9 10 11 12 13 14 14 -100% Construction Documents 12/30/2020 C:\Users\USCJ640554\Documents\B2014856.000---UH TRACER La Porte_v20_charles.jarvis.rvt 12/29/2020 4:36:05 PM NONE DDD CCJ ELECTRICAL SPECIFICATIONS E002 12/29/2020 WSP TX FIRM No. 14907 RE: 01/E1.02 1 A B C D E F G H J K 1 2 3 4 5 6 7 8 9 10 11 12 13 H a r r i s o n K o r n b e r g A R C H I T E C T S Checked By: Drawn By: Sheet Name/Number: Project Team: Issue / Revisions: Project Name: Plot Date: University of Houston TRACER La Porte Municipal Airport 10615 Spencer Hwy La Porte, TX 77571 Project Name/Number:UH-TRACER SCALE: © Copyright 2013 All information, drawn, written, or implied, appearing in this document constitutes the original and unpublished work of HarrisonKornberg Architects, LLC. and may not be duplicated, distributed, or disclosed by any means without the prior written consent of HarrisonKornberg Architects, LLC. This is an instrument of services and sole property of the author. The use of this document shall be revoked if any of the design intent or the construction methods shown herein are not adhered to, or the terms of the contractual agreement for its use is violated. Written dimensions on these drawings shall have precedence over scale dimensions. Contractors shall be responsible for all dimensions and conditions on the job. HarrisonKornberg Architects, LLC must be notified of any variation from the dimension and conditions shown by these drawings. 3131 Eastside St, Suite 100 Houston, Texas 77098 p. 713-229-0688 f. 713-229-0692 Contact: Project Architect Name, RA Owner: Civil: MEP: University of Houston Contact: Hussain Alkinani t: 713-743-9966 WSP USA Contact: Yuki Williams t: 832-325-2129 WSP USA Contact: Charles Jarvis t: 713-229-7410 12/30/2020 -100% SD 12/18/2020 L 2 3 4 5 6 7 8 9 10 11 12 13 14 14 -100% Construction Documents 12/30/2020 C:\Users\USCJ640554\Documents\B2014856.000---UH TRACER La Porte_v20_charles.jarvis.rvt 12/29/2020 6:19:45 PM 1" = 200'-0" DDD CCJ OVERALL ELECTRICAL SITE PLAN E101 1" = 200'-0"1 OVERALL SITE PLAN GENERAL NOTES A. MEP SPECIFICATIONS SHALL APPLY TO ALL WORK SHOWN ON THIS DRAWING UNLESS OTHEERWISE INDICATED. B. REFER TO ARCHITECT FOR EXACT HEIGHT AND LOCATION OF ALL FLOOR AND WALL OUTLETS. REFER TO ARCHITECT FOR VERTICAL OR HORIZONTAL INSTALLATION OF ALL RECEPTACLES. REFER TO INTERIOR ARCHITECTURAL ELEVATIONS FOR MORE INFORMATION. C. RECEPTACLES IN INTERSTITIAL AND MECHANICAL SPACES SHALL BE MOUNTED 18" A.F.F. UNLESS OTHERWISE NOTED. D. COORDINATE ROUTING OF ALL CONDUCTORS AND CONDUIT WITH OTHER TRADES. E. OBTAIN ALL NECESSARY PERMITS, PAY LEGAL FEES, AND COMPLY WITH ALL NATIONAL STATE, AND MUNICIPAL LAWS, CODES, AND ORDINANCES RELATING TO BUILDING AND PUBLIC SAFETY. ELECTRICAL CONTRACTOR SHALL OBTAIN REQUIRED PERMITS AND PAY ALL FEES. F. PROTECT EQUIPMENT AND WORK FROM DAMAGE DURING HANDLING AND INSTALLATION UNTIL COMPLETION OF CONSTRUCTION. G ALL ELECTRICAL WORK METHODS AND INSTALLATIONS SHALL B IN ACCORDANCE WITH THE BUILDING AND INSPECTION REGULATIONS OF ALL OFFICIALS HAVING JURISDICTION. ELECTRICAL INSTALLATION SHALL BE IN A WORKMANLIKE MANNER. H. DRAWINGS ARE DIAGRAMMATIC, CONFIRM DIMENSIONS AND LOCATIONS IN THE FIELD. I. ALL SYSTEMS SHALL BE COMPLETE AND WORKING AT COMPLETION OF CONSTRUCTION. J. FURNISH OWNER WITH COMPLETE OPERATING MANUALS AND INSTRUCTIONS FOR ALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. K. REMOVE ALL EXCESS MATERIAL AND DEBRIS AND CLEAN ALL EQUIPMENT UPON COMPLETION OF WORK. L. IN THE EVENT OF A CONFLICT BETWEEN DRAWINGS AND MASTER PLAN SPECIFICATIONS, THE GREATER AMOUNT OF WORK SHALL BE PRICED. BRING THE CONFLICT TO THE ATTENTION OF THE ENGINEER AND REQUEST DIRECITON. 12/29/2020 WSP TX FIRM No. 14907 RE: 02/E1.02 1 2 3 4 5 6 (E) ELEC. UTILITY CO. TRANSFORMER POLE (N) POLE MTD. TRANSFORMER BANK FURNISHED BY ELEC. UTILITY CO. 480V, 3P, 3W M (N) METER POLE AND WEATHERHEAD FURNISHED AND INSTALLED BY DIV 26 COMPLIANT WITH CENTERPOINT ENERGY SERVICE STANDARDS (N) POINT OF ATTACHMENT COMPLIANT WITH CENTERPOINT ENERGY SERVICE STANDARDS (N) 200A/3P/125AF/N3R METER DISCONNECT COMPLIANT WITH CENTERPOINT ENERGY SERVICE STANDARDS (N) METER CAN PER CENTERPOINT ENERGY SERVICE STANDARDS (N) 200A/3P/125AF/N3R SERVICE DISCONNECT INSTALLED ON UNISTRUT RACK ADJACENT TO METER POLE (3)#1/0,#6G.,1-1/2"C. (3)#3/0,#3G.,2"C.3/4"x10'-0" COPPERWELD GROUND ROD. BOND PER NEC 250.26. (N) 200A/3P/NF/N3R 4 TO OWNER FURNISHED EQUIPMENT (NOT IN CONTRACT) ELECTRICAL LOAD ANALYSIS SERVICE VOLTAGE: 480V, 3 PHASE, 3 WIRE SERVICE RATING: 125A LOAD DESCRIPTION CONNECTED LOAD (KVA) DEMAND FACTOR DESIGN LOAD (KVA) EQUIPMENT 75.0 100% 75.0 TOTAL DESIGN LOAD: 75.0KVA @480V, 3 PHASE: 90.3A 1 A B C D E F G H J K 1 2 3 4 5 6 7 8 9 10 11 12 13 H a r r i s o n K o r n b e r g A R C H I T E C T S Checked By: Drawn By: Sheet Name/Number: Project Team: Issue / Revisions: Project Name: Plot Date: University of Houston TRACER La Porte Municipal Airport 10615 Spencer Hwy La Porte, TX 77571 Project Name/Number:UH-TRACER SCALE: © Copyright 2013 All information, drawn, written, or implied, appearing in this document constitutes the original and unpublished work of HarrisonKornberg Architects, LLC. and may not be duplicated, distributed, or disclosed by any means without the prior written consent of HarrisonKornberg Architects, LLC. This is an instrument of services and sole property of the author. The use of this document shall be revoked if any of the design intent or the construction methods shown herein are not adhered to, or the terms of the contractual agreement for its use is violated. Written dimensions on these drawings shall have precedence over scale dimensions. Contractors shall be responsible for all dimensions and conditions on the job. HarrisonKornberg Architects, LLC must be notified of any variation from the dimension and conditions shown by these drawings. 3131 Eastside St, Suite 100 Houston, Texas 77098 p. 713-229-0688 f. 713-229-0692 Contact: Project Architect Name, RA Owner: Civil: MEP: University of Houston Contact: Hussain Alkinani t: 713-743-9966 WSP USA Contact: Yuki Williams t: 832-325-2129 WSP USA Contact: Charles Jarvis t: 713-229-7410 12/30/2020 -100% SD 12/18/2020 L 2 3 4 5 6 7 8 9 10 11 12 13 14 14 -100% Construction Documents 12/30/2020 C:\Users\USCJ640554\Documents\B2014856.000---UH TRACER La Porte_v20_charles.jarvis.rvt 12/29/2020 6:21:39 PM As indicated DDD CCJ ENLARGED ELECTRICAL SITE PLAN E102 1" = 80'-0"1 ENLARGED SITE PLAN 1/32" = 1'-0"2 ELECTRICAL PLAN - EQUIPMENT PAD GENERAL NOTES A. MEP SPECIFICATIONS SHALL APPLY TO ALL WORK SHOWN ON THIS DRAWING UNLESS OTHEERWISE INDICATED. B. REFER TO ARCHITECT FOR EXACT HEIGHT AND LOCATION OF ALL FLOOR AND WALL OUTLETS. REFER TO ARCHITECT FOR VERTICAL OR HORIZONTAL INSTALLATION OF ALL RECEPTACLES. REFER TO INTERIOR ARCHITECTURAL ELEVATIONS FOR MORE INFORMATION. C. RECEPTACLES IN INTERSTITIAL AND MECHANICAL SPACES SHALL BE MOUNTED 18" A.F.F. UNLESS OTHERWISE NOTED. D. COORDINATE ROUTING OF ALL CONDUCTORS AND CONDUIT WITH OTHER TRADES. E. OBTAIN ALL NECESSARY PERMITS, PAY LEGAL FEES, AND COMPLY WITH ALL NATIONAL STATE, AND MUNICIPAL LAWS, CODES, AND ORDINANCES RELATING TO BUILDING AND PUBLIC SAFETY. ELECTRICAL CONTRACTOR SHALL OBTAIN REQUIRED PERMITS AND PAY ALL FEES. F. PROTECT EQUIPMENT AND WORK FROM DAMAGE DURING HANDLING AND INSTALLATION UNTIL COMPLETION OF CONSTRUCTION. G ALL ELECTRICAL WORK METHODS AND INSTALLATIONS SHALL B IN ACCORDANCE WITH THE BUILDING AND INSPECTION REGULATIONS OF ALL OFFICIALS HAVING JURISDICTION. ELECTRICAL INSTALLATION SHALL BE IN A WORKMANLIKE MANNER. H. DRAWINGS ARE DIAGRAMMATIC, CONFIRM DIMENSIONS AND LOCATIONS IN THE FIELD. I. ALL SYSTEMS SHALL BE COMPLETE AND WORKING AT COMPLETION OF CONSTRUCTION. J. FURNISH OWNER WITH COMPLETE OPERATING MANUALS AND INSTRUCTIONS FOR ALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. K. REMOVE ALL EXCESS MATERIAL AND DEBRIS AND CLEAN ALL EQUIPMENT UPON COMPLETION OF WORK. L. IN THE EVENT OF A CONFLICT BETWEEN DRAWINGS AND MASTER PLAN SPECIFICATIONS, THE GREATER AMOUNT OF WORK SHALL BE PRICED. BRING THE CONFLICT TO THE ATTENTION OF THE ENGINEER AND REQUEST DIRECITON. KEYED NOTES:"" 1 EXISTING TERMINAL POLE BY CENTERPOINT ENERGY. 2 NEW METER POLE FURNISHED AND INSTALLED BY DIVISION 26. FURNISH METER DISCONNECT, METER CAN, AND SERVICE DISCONNECT AT METER POLE AS INDICATED ON 03/E102. METER POLE AND OVERHEAD SERVICE LATERAL SHALL BE INSTALLED IN COMPLIANCE WITH CENTERPOINT ENERGY SERVICE STANDARDS. 3 FURNISH AND INSTALL DIRECT-BURIED FEEDER CONDUIT OF SIZE INDICATED ON 03/E102 FROM SERVICE DISCONNECT TO DISCONNECT AT EQUIPMENT PAD. CONDUIT SHALL BE BURIED AT MINIMUM 24" BELOW GRADE TO TOP OF CONDUIT. FURNISH AND INSTALL MINIMUM 18"Lx12"W QUAZITE PULLBOX EVERY 400'-0" O.C. TO SERVE AS PULL POINTS ALONG RUN FROM SERVICE DISCONNECT TO DISCONNECT ON EQUIPMENT PAD. FURNISH AND INSTALL UNDERGROUND LINE WARNING TAPE WITH EMBEDDED CONTINUOUS METALLIC STRIP OR CORE APPROXIMATELY 12" ABOVE AND PARALLEL TO DIRECT BURIED DUCT. TRENCH FOR DIRECT BURIED DUCT SHALL BE MADE WIDE ENOUGH TO ACCOMMODATE DIRECT BURIED FIBER CABLE (BY OTHERS). COORDINATE INSTALLATION OF DIRECT BURIED FIBER CABLE (BY OTHERS) WITH OWNER PRIOR TO BACKFILL OF TRENCH. 4 FURNISH AND INSTALL 200A/3P/NF/N3R DISCONNECT MOUNTED ON UNISTRUT RACK ON EQUIPMENT PAD TO SERVE OWNER FURNISHED OWNER INSTALLED EQUIPMENT. COORDINATE EXACT LOCATION OF FEEDER STUB-UP AND DISCONNECT WITH OWNER PRIOR TO INSTALLATION. 5 FURNISH AND INSTALL PARTIAL GROUND RING AS INDICATED UTILIZING #6AWG BARE COPPER CONDUCTOR, WITH 3/4"x10' COPPER-CLAD STEEL GROUND RODS DRIVEN EVERY 30' O.C. AND BONDED VIA EXOTHERMIC WELD TO PARTIAL GROUND RING. 6 PARTIAL GROUND RING SHALL BE BONDED WITH #6AWG TO EQUIPMENT GROUND BUS IN 200A/3P/NF DISCONNECT ON EQUIPMENT PAD INTENDED TO SERVE OWNER FURNISHED OWNER INSTALLED EQUIPMENT IN COMPLIANCE WITH NEC 250.54. NOT TO SCALE3ELECTRICAL ONE-LINE DIAGRAM 12/29/2020 WSP TX FIRM No. 14907