electrical structural · 08/01/2020 · wt weight wtw wall to wall wwf welded wire fabric frp...

EXIT

PROJECT SITE

VICINITY MAP

PROJECT INFORMATION

OWNER / DEVELOPER

UNIV. OF NORTHERN COLORADO501 20TH STREET, CAMPUS BOX 95GREELEY, CO 80639ATTN: NATE REINHARD

TEL: (970) [email protected]

ELECTRICAL

GALLOWAY AND COMPANY, INC.6162 S. WILLOW DRIVE, SUITE 320GREENWOOD VILLAGE, CO 80111ATTN: MICHAEL DERMYER, P.E.

TEL: (303) 770-8884FAX: (303) 770-3636

MECH./PLUMBING

GALLOWAY AND COMPANY, INC6162 S. WILLOW DRIVE, SUITE 320GREENWOOD VILLAGE, CO 80111ATTN: ALICIA THORPE, P.E.

TEL: (303) 770-8884FAX: (303) 770-3636

STRUCTURAL

GALLOWAY AND COMPANY, INC6162 S. WILLOW DRIVE, SUITE 302GREENWOOD VILLAGE, CO 80111ATTN: REDGE HUDSON, P.E.

TEL: (303) 770-8884FAX: (303) 770-3636

ARCHITECT

GALLOWAY AND COMPANY, INC6162 S. WILLOW DRIVE, SUITE 320GREENWOOD VILLAGE, CO 80111ATTN: KYLE MATTHEWS

TEL: (303) 770-8884FAX: (303) 770-3636

1

A3.0

SIM

1

A3.0

SIMWALL SECTION

BUILDING SECTION

#

GRID BUBBLE

A

1

A501

1 DETAIL CALLOUT

NUMBER

SHEET NUMBER

NUMBER

SHEET NUMBER

NUMBER

SHEET NUMBER

1 / A101MATCHLINE

VIEW TITLE

1 KEY NOTE

REVISION TAG

ELEVATION9'-0"

A.F.F.

SYMBOL - LEGEND

PARTITION TYPE

NORTH ARROW

A2.1

1

1

1

1

1A2.1

INTERIOR ELEVATIONB

A

C

D

EXTERIOR BUILDING ELEVATION

W-11

ROOM DESIGNATION

XXX-A DOOR MARK TAG

A WINDOW MARK TAG

TACTILE EXIT SIGN - WALL MOUNTED

EQUIPMENT TAG1

101

RM-NAME

1SCALE: 1/8" = 1'-0"

View Name

1200 21ST STREET, GREELEY, CO 80639PROJECT ADDRESS:

PROJECT DATA AND CODE ANALYSIS

GOVERNING CODES:

PROJECT DESCRIPTION:

PROJECT CODE REVIEW:

2018 IBC, IEBC, IMC, IFGC, IPC, IFC, IECC, 2017 NEC (NFPA 70) AND 2017 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

DISCONNECT EXISTING ABSORPTION LIQUID CHILLING PACKAGE FROM LOWER LEVEL MECHANICAL ROOM AND REPLACE WITH A NEW CHILLER SYSTEM ON ROOF.

NO CHANGES TO EXISTING LIFE SAFETY, INCLUDING OCCUPANCY, OCCUPANT LOADS, EXITING OR FIRE PROTECTION SYSTEMS

6162 S. Willow Drive, Suite 320

Greenwood Village, CO 80111

303.770.8884

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Project No:

Drawn By:

COPYRIGHTTHESE PLANS ARE AN INSTRUMENT OF SERVICE

STAMP

# Date Issue/Description

AND ARE THE PROPERTY OF GALLOWAY, AND MAY

NOT BE DUPLICATED, DISCLOSED, OR

REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS

WILL BE ENFORCED AND PROSECUTED.

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COVER SHEET

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ABBREVIATIONS SHEET INDEX

NUMBER NAMEFIRSTISSUE

REVISIONDATE

GENERAL

G001 COVER SHEET 11/14/19

ARCHITECTURE

A100 OVERALL LL FLOOR PLAN 11/14/19

A101 OVERALL 1ST FLOOR PLAN 11/14/19

A103 OVERALL 3RD FLOOR PLAN 11/14/19

A106 OVERALL ROOF PLAN 11/14/19

A201 ENLARGED ROOF PLAN AND DETAILS 11/14/19

STRUCTURAL

S001 STRUCTURAL GENERAL NOTES 07/22/19

S105 CHILLER PLATFORM FRAMING 11/14/19

S701 TYPICAL STEEL FRAMING DETAILS 01/10/19

MECHANICAL

M001 DRAWING INDEX, LEGEND AND NOTES 10/09/19

M002 SCHEDULES 10/09/19

M003 EXISTING CHILLED WATER/CONDENSER WATER/ HIGH TEMPERATURE HOT WATERSCHEMATIC - DEMOLITION

10/08/19

M004 CHILLED WATER/CONDENSER WATER/ HIGH TEMPERATURE HOT WATER SCHEMATIC - NEWWORK

01/02/20

M005 AHU CHILLED WATER COIL PIPING - DEMO AND NEW WORK 01/02/20

M100 MECHANICAL EQUIPMENT ROOM PLAN - MECHANICAL DEMOLITION 10/08/19

M105 LOW ROOF PENTHOUSE MECHANICAL PLAN - DEMOLITION 10/08/19

M106 HIGH ROOF MECHANICAL PLAN - DEMOLITION 10/08/19

M200 MECHANICAL EQUIPMENT ROOM PLAN - MECHANICAL 10/08/19

M205 LOW ROOF PENTHOUSE MECHANICAL PLAN 10/08/19

M206 HIGH ROOF MECHANICAL PLAN 10/08/19

ELECTRICAL

E001 ELECTRICAL COVER SHEET 10/08/19

E002 ELECTRICAL ONE-LINE AND SCHEDULES 10/08/19

E100 MECHANICAL EQUIPMENT ROOM ELECTRICAL PLAN - DEMOLITION 10/08/19

E105 PENTHOUSE ELECTRICAL PLAN - DEMOLITION 10/08/19

E106 HIGH ROOF ELECTRICAL PLAN - DEMOLITION 10/08/19

E200 MECHANICAL EQUIPMENT ROOM ELECTRICAL PLAN 10/08/19

E201 LEVEL 1 ELECTRICAL PLAN 11/05/19

E206 HIGH ROOF ELECTRICAL PLAN 10/08/19

PP POWER POLE

PR PAIR

PSF POUNDS PER SQUAREFOOT

PSI POUNDS PER SQUAREINCH

PT PRESSURE TREATED

PTD PAPER TOWELDISPENSER

PTR PAPER TOWELRECEPTOR

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PWD PLYWOOD

R

RA RETURN AIR

RAD RADIUS

RB RUBBER BASE

RD ROOF DRAIN

REC RECESSED

REF REFERENCE/REFER

REFL REFLECTED

REINF REINFORCED

REQ'D REQUIRED

RET RETAINING

REV REVISION

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RS ROUGH SAWN

RSC ROUGH SAWN CEDAR

S

S SOUTH

S&V STAIN AND VARNISH

S.DISP. SOAP DISPENSER

SAT SUSPENDEDACOUSTICAL CEILING

SC SOLID CORE

SCH SCHEDULE

SD STORM DRAIN

SEC SECTION

SF SQUARE FOOT

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SOG SLAB ON GRADE

SPA SPACE(S)

SPEC SPECIFICATION

SQ. SQUARE

SS SANITARY SEWER

SSK SERVICE SINK

SST STAINLESS STEEL

ST STEEL

STD STANDARD

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

SYN SYNTHETIC

T

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T.O. TOP OF

T.O.S. TOP OF STEEL

TCX TOP CHORDEXTENSION

TEL TELEPHONE

TEMP TEMPERED

THK THICK

THRD THREADED

TV TELEVISION

TYP TYPICAL

U

UNO UNLESS NOTEDOTHERWISE

UR URINAL

V

VAR VARIES

VCT VINYL COMPOSITIONTILE

VERT VERTICAL

VIF VERIFY IN FIELD

VR VAPOR RETARDER

VWC VINYL WALL COVERING

W

W WEST

W.FM. WELDED FRAME

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WF WIDE FLANGE

WH WALL HYDRANT

WHS WELDED HEADED STUD

WIN WINDOW

WP WATERPROOFING

WT WEIGHT

WTW WALL TO WALL

WWF WELDED WIRE FABRIC

FRP FIBER REINFORCEDPANEL

FRT FIRE RETARDANTTREATED WOOD

FT FOOT

FTG FOOTING

G

GA GAUGE

GALV GALVANIZED

GB GRAB BARS

GC GENERALCONTRACTOR

GI GALVANIZED IRON

GL GLASS

GR GRADE

GWH GAS WATER HEATER

GYP BD GYPSUM BOARD

H

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDN HOLD-DOWN

HDR HEADER

HGR HANGER

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMF HOLLOW METAL FRAME

HORZ HORIZONTAL

HRD HARD

HSS HOLLOW STRUCTURALSTEEL SECTION

HT HEIGHT

HTG HEATING

HVAC HEATING/VENTILATING/AIR CONDITIONING

I

ID INSIDE DIAMETER

IN INCH(ES)

INCL INCLUDE

INSUL INSULATION

INT INTERIOR

J

JC JANITOR CLOSET

JST JOIST

JT JOINT

K

k KIPS

KSF KIPS PER SQUAREFOOT

L

LAM LAMINATED

LAV LAVATORY

LF LINEAL FOOT

LG LONG

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

LVR LOUVER

LW LIGHT WEIGHT

LWB LIGHT WEIGHT BLOCK

M

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MCJ MASONRY CONTROLJOINT

MECH MECHANICAL

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

MULL MULLION

N

N NORTH

NIC NOT IN CONTRACT

NO, # NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER OROVERFLOW DRAIN

OFCI OWNER FURNISHEDCONTRACTORINSTALLED

OH OVER HEAD

OPNG OPENING

OPP OPPOSITE

OVN OVEN

OWSJ OPEN WEB STEELJOIST

P

PC PRECAST

PEJ PREMOLDEDEXPANSION JOINT

PERF PERFORATED

PF PRE-FINISHED

PL PLATE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PNT PAINT(ED)

POS POINT OF SALE

A

@ AT

AB ANCHOR BOLT

ABV ABOVE

AC AIR CONDITIONER

ACT ACOUSTIC TILE CEILING

ADD ADDENDUM

ADJ ADJACENT

ADJT ADJUSTABLE

AFF ABOVE FINISHEDFLOOR

ALT ALTERNATE

ALUM ALUMINUM

AMP AMPERES

ANCR ANCHOR

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT/URAL

ASPH ASPHALT

B

B.O. BOTTOM OF

BD BOARD

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BM. BENCH MARK

BOT BOTTOM

BP BASE PLATE

BRG BEARING

BRZ BRONZE

BTU BRITISH THERMAL UNIT

BUR BUILT-UP ROOF

C

CAB CABINET

CB CATCH BASIN

CEM. CEMENT

CFT CUBIC FOOT

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLR CLEAR(ANCE)

CMU CONCRETE MASONRYUNIT

CO CASED OPENING

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CORR CORRUGATED

CPT CARPET(ED)

CYD CUBIC YARD

D

D DRYER

DBL DOUBLE

DEM DEMOLITION

DEV DEVELOPMENT

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DI DROP INLET

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIST DISTRIBUTED

DIV DIVISION

DL DEAD LOAD

DN DOWN

DR DOOR

DS DOWN SPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING

E

E EAST

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATIONFINISH SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

EQ EQUAL

EW EACH WAY

EWH ELECTRICE WATERHEATER

EXH EXHAUST

EXP EXPOSED

EXT EXTERIOR

F

FB FACE BRICK

FBO FURNISHED BY OTHERS

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHERAND CABINET

FF FINSHED FLOOR

FFE FINISHED FLOORELEVATION

FIN FINISH

FLR FLOOR(ING)

FLSH FLASHING

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FR FIRE RATED

FR GYPBD

FIRE RATED GYPSUMBOARD

11-14-19 80% CD

01-03-20 ISSUE FOR BID

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M049

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M053

MECH 054A

TELCOM

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CUST054B

CUST OFC

M048

MECH

M055

MECH

REFER TO MECHANICAL DRAWINGS FOR DEMO AND NEW WORK



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OVERALL LL FLOOR PLAN

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CONDUIT PATH, RE: ELECTRICAL DRAWINGS. PAINT TO MATCH ADJACENT WALL COLOR



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OVERALL 1ST FLOOR PLAN

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MECH PENTHOUSE

CONDUIT PATH ON EXTERIOR WALL, RE: ELECTRICAL DRAWINGS. PAINT TO MATCH ADJACENT WALL COLOR (WHITE)

ROOF BELOW ROOF BELOW



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OVERALL 3RD FLOOR PLAN

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ROOF BELOW ROOF BELOWPENTHOUSE BELOW



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OVERALL ROOF PLAN

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EXISTING COOLING TOWER TO REMAIN

EXISTING PIPE TO BE REMOVED, RE: MECH

FULLY GROUT HOLES IN WALL AT PIPE ENTRANCES. AT LOW PIPE PENETRATION, COVER GROUT WITH ROOF TO MATCH EXISTING BUILT UP ROOFING AND REPAIR/REPLACE TERMINATION BAR WHERE IT HAS BEEN DAMAGED

STEEL PLATFORM RE: STRUCTURAL

GUARDRAIL AT PLATFORM

3' - 10"

CLR4' - 0"

CLR

2' -

6"

OPENING FOR LADDER ACCESS, PROVIDE CHAIN FOR PROTECTION

2A201

PREFABRICATED LADDER - 3/4" STEEL DOWEL LADDER RUNGS 12" O.C.

1. REFER TO SPECIFICATIONS DIVISION 01 FOR CONSTRUCTION NARRATIVE AND INFORMATION2. ALL SHEET METAL COPING OR FLASHING SHALL MEET MINIMUM REQUIREMENTS PER SMACNA (SHEET

METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION)3. ROOFING TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.4. FLASHING AND ROOFING DETAILS – BECAUSE ROOFING MANUFACTURERS HAVE DIFFERENT DETAILS

FOR INSTALLATION OF THEIR ROOF SYSTEMS, FLASHING CONDITIONS, ETC. THE DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED DESIGN INTENT. ITEMS SUCH AS PARAPET FLASHING, CANTS, BLOCKING, ROOF PENETRATIONS, AND EXPANSION JOINTS ARE TO BE INSTALLED PER MANUFACTURERS DETAILS. THE CONTRACTOR IS TO SUBMIT MANUFACTURERS STANDARD DETAILS TO ARCHITECT PRIOR TO THE BEGINNING OF WORK.

5. REFER TO STRUCTURAL DRAWINGS FOR MODIFICATION AT ROOF STRUCTURE.6. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL ITEMS ON OR

THROUGH ROOF.7. CLEAN ROOF OF ALL CONSTRUCTION DEBRIS DURING CONSTRUCTION AND AT PROJECT COMPLETION.

ROOF PLAN NOTES:

1-1/2" GALVANIZED STEEL PIPERAIL - PAINTED

2"4"

MA

X PLATFORM

3/4" DIA GALVANIZED STEEL PICKET - 4" O.C. MAX - PAINTED3'

- 6"

1-1/2" GALVANIZED STEEL GUARDRAIL - PAINTED



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ENLARGED ROOF PLAN ANDDETAILS

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STRUCTURAL GENERAL NOTES

GOVERNING CODE: THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "INTERNATIONAL BUILDING CODE (IBC)", 2018 EDITION, HEREAFTER REFERRED TO AS THE IBC.

REFERENCE STANDARDS: REFER TO CHAPTER 35 OF THE IBC. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD.

NOTE PRIORITIES: PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE STRUCTURAL GENERAL NOTES.

DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, SPECIFICATIONS PLAN/DETAILS OR REFERENCE STANDARDS, THE ARCHITECT/ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. SHOULD ANY DISCREPANCY BE FOUND IN THE CONTRACT DOCUMENTS, THE CONTRACTOR WILL BE DEEMED TO HAVE INCLUDED IN THE PRICE THE MOST EXPENSIVE WAY OF COMPLETING THE WORK, UNLESS PRIOR TO THE SUBMISSION OF THE PRICE, THE CONTRACTOR ASKS FOR A DECISION FROM THE ARCHITECT AS TO WHICH SHALL GOVERN. ACCORDINGLY, ANY CONFLICT IN OR BETWEEN THE CONTRACT DOCUMENTS SHALL NOT BE A BASIS FOR ADJUSTMENT IN THE CONTRACT PRICE.

COORDINATION: THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK; FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING WORK IN A SAFE AND SECURE MANNER.

MEANS, METHODS, AND SAFETY REQUIREMENTS: THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH). CONTRACTOR IS RESPONSIBLE TO ADHERE TO OSHA REGULATIONS REGARDING STEEL ERECTION ITEMS SPECIFICALLY ADDRESSED IN THE LATEST OSHA REGULATIONS.

TEMPORARY SHORING, BRACING: THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY.

SITE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK.

ADJACENT UTILITIES: THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO EARTHWORK, FOUNDATIONS, SHORING, AND EXCAVATION. ANY UTILITY INFORMATION SHOWN ON THE DRAWINGS AND DETAILS IS APPROXIMATE AND NOT NECESSARILY COMPLETE.

ALTERNATES: ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE, AND FORM FOR SPECIFIED ITEMS MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DOCUMENTATION TO THE ARCH/ENGINEER FOR REVIEW. ALT. MATERIALS THAT ARE SUBMITTED WITHOUT ADEQUATE DOCUMENTATION OR THAT SIGNIFICANTLY DEVIATE FROM THE DESIGN INTENT OF MATERIALS SPECIFIED MAY BE REJECTED. ALTS. THAT REQUIRE SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE REVIEWED UNLESS AUTHORIZED BY THE OWNER.

GENERAL REQUIREMENTS

ARCHITECT/ENGINEER: THE ARCHITECT OF RECORD AND THE STRUCTURAL ENGINEER OF RECORD.

STRUCTURAL ENGINEER OF RECORD (SER): THE STRUCTURAL ENGINEER WHO IS LICENSED TO STAMP & SIGN THE STRUCTURAL DOCUMENTS FOR THE PROJECT. THE SER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM.

GENERAL CONTRACTOR (CONTRACTOR): THE CONSTRUCTION MANAGER RESPONSIBLE FOR THE OVERALL COORDINATION OF THE PROJECT CONSTRUCTION.

CONTRACT DOCUMENTS (CDs): THE CONTRACT BETWEEN OWNER AND CONTRACTOR AND ANY DOCUMENTS EXPRESSLY INCORPORATED THEREIN INCLUDING THE BID SUBMITTED BY THE CONTRACTOR, THE DRAWINGS AND THE SPECIFICATIONS, AND ALL MODIFICATIONS, INCLUDING ADDENDA AND SUBSEQUENT CHANGE ORDERS.

SPECIFICATIONS: REFER TO THE PROJECT SPECIFICATIONS ISSUED AS PART OF THE CONTRACT DOCUMENTS FOR INFORMATION SUPPLEMENTAL TO THESE DRAWINGS.

OTHER DRAWINGS: REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, CANOPIES, NON-BEARING WALLS, FINISHES, DRAINS, WATERPROOFING, RAILINGS, CURTAIN WALLS, CURBS, DEPRESSIONS, MECHANICAL UNIT LOCATIONS, AND OTHER NONSTRUCTURAL ITEMS.

DEFINITIONS

DESIGN CRITERIARISK CATEGORY IIWIND DESIGN DATA

ULTIMATE DESIGN WIND SPEED (3 SECOND GUST), VULT 115 MPH

EXPOSURE CATEGORY C

MAIN WIND FORCE RESISTING SYSTEM ORDINARY REINFORCED CMU WALLS

RISK CATEGORY II

INTERNAL PRESSURE COEFFICIENT, CPI +/- 0.18

TOPOGRAPHIC FACTOR, KZT 1.0

ANALYSIS PROCEDURE DIRECTIONAL PROCEDURE

EARTHQUAKE DESIGN DATA

SEISMIC DESIGN CATEGORY, SDC B

SEISMIC FORCE RESISTING SYSTEM ORDINARY REINFORCED CMU WALLS

SITE CLASSIFICATION, SITE CLASS D

IMPORTANCE FACTOR, IE 1.0

MAPPED SPECTRAL RESPONSE ACCELERATION

0.163 g

0.052 g

SHORT PERIOD, SS

1-SECOND PERIOD, S1

DESIGN SPECTRAL RESPONSE COEFFICIENT

0.174 g

0.083 g

SHORT PERIOD, SDS

1-SECOND PERIOD, SD1

SEISMIC RESPONSE COEFFICIENT, CS = SDS/R 0.0435

DESIGN BASE SHEAR 0.0435*W KIPS

ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

LIVE LOADS ROOF 20 PSF

ROOF SNOW LOAD (IN ACCORDANCE WITH CHAPTER 7 OF ASCE7-16)

FLAT ROOF SNOW LOAD, PF 30 PSF

IMPORTANCE FACTOR, IS 1.0

GROUND SNOW LOAD, PG 30 PSF

EXPOSURE FACTOR, CE 1.0

THERMAL FACTOR, CT 1.1

DEFLECTION LIMITS ROOF: DEAD + (LIVE OR SNOW OR WIND), TOTAL LOAD L/240

ROOF: ( LIVE OR SNOW OR WIND) L/360

FLOOR: TOTAL LOAD UNO L/240

FLOOR: LIVE LOAD UNO L/360

RESPONSE MODIFICATION COEFFICIENT, R 4

NA

NA

UNIFORMLY DIST.

CONCENTRATED

IMPACT

SUBMIT FOR REVIEW: SUBMITTALS OF SHOP DRAWINGS, ERECTION LAYOUTS, AND PRODUCT DATA ARE REQUIRED FOR ITEMS NOTED IN THE INDIVIDUAL MATERIALS SECTIONS. SUBMITTALS MAY BE PROVIDED ELECTRONICALLY OR HARD COPY. HARD COPY SUBMITTALS SHALL INCLUDE A MINIMUM OF FOUR (4) PRINTS.

SUBMITTAL REVIEW PERIOD: SUBMITTALS SHALL BE MADE IN TIME TO PROVIDE A MINIMUM OF TWO WEEKS FOR REVIEW BY THE ARCHITECT/ENGINEER PRIOR TO THE ONSET OF FABRICATION.

GENERAL CONTRACTOR'S PRIOR REVIEW: PRIOR TO SUBMISSION TO THE ARCHITECT/ENGINEER, THE CONTRACTOR SHALL REVIEW THE SUBMITTAL FOR COMPLETENESS. DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE SER, AND THEREFORE, MUST BE VERIFIED BY THE GENERAL CONTRACTOR. CONTRACTOR SHALL PROVIDE ANY NECESSARY DIMENSIONAL DETAILS REQUESTED BY THE DETAILER AND PROVIDE THE CONTRACTOR'S REVIEW STAMP AND SIGNATURE BEFORE FORWARDING TO THE ARCHITECT/ENGINEER.

SHOP DRAWING REVIEW: ONCE THE CONTRACTOR HAS COMPLETED HIS REVIEW, THE SER WILL REVIEW THE SUBMITTAL FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND THE CONTRACT DOCUMENTS OF THE BUILDING AND WILL STAMP THE SUBMITTAL ACCORDINGLY. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, NOR DEPARTURES THERE FROM.

SUBMITTALS

INSPECTIONS: SPECIAL INSPECTIONS AND TESTING SHALL BE IN ACCORDANCE WITH THE STATEMENT OF SPECIAL INSPECTIONS PER RBC SECTION 109.7 AND IBC SECTIONS 1704, 1705, AS APPLICABLE.

SPECIAL INSPECTORS: SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER, E.O.R./ARCHITECT TO PROVIDE SPECIAL INSPECTIONS FOR THE PROJECT. SPECIAL INSPECTORS SHALL BE QUALIFIED PERSONS WHO ARE REGISTERED WITH AN APPROVED AGENCY.

INSPECTION SUBMITTALS: SPECIAL INSPECTION REPORTS SHALL BE PROVIDED ON A WEEKLY BASIS. FINAL SPECIAL INSPECTION REPORTS WILL BE REQUIRED BY EACH SPECIAL INSPECTION FIRM PER IBC 1704.2.4. SUBMIT COPIES OF ALL INSPECTION AND TESTING REPORTS TO THE ARCHITECT/ENGINEER AND THE AUTHORITY HAVING JURISDICTION FOR REVIEW AS SOON AS THEY ARE AVAILABLE.

STRUCTURAL OBSERVATION: THIS PROJECT IS SEISMIC DESIGN CATEGORY X, THEREFORE STRUCTURAL SEISMIC OBSERVATIONS (ARE/AREN'T) REQUIRED. CONTRACTOR SHALL NOTIFY THE SER IN A TIMELY MANNER TO ALLOW SCHEDULED OBSERVATIONS TO OCCUR. FIELD (OBSERVATION) REPORTS WILL BE DISTRIBUTED TO THE ARCHITECT, THE CONTRACTOR, SPECIAL INSPECTOR AND THE AUTHORITY HAVING JURISDICTION.

STATEMENT OF SPECIAL INSPECTIONS: SPECIAL INSPECTIONS AND TESTING SHALL BE PROVIDED IN ACCORDANCE WITH IBC SECTIONS 1704 AND 1705 AND PER THE FOLLOWING SCHEDULE OF SPECIAL INSPECTIONS.

SPECIAL INSPECTIONS AND TESTING

SCHEDULE OF SPECIAL INSPECTIONSDESCRIPTION OF SPECIAL INSPECTION PERIODIC CONTINUOUS

STRUCTURAL STEEL PRIOR TO THE START OF FABRICATION FOR:

VERIFICATION OF STOP COMPLIANCE WITH IBC SECTION 1704.2.1 FOR COMPLETENESS AND ADEQUACY OF FABRICATION AND QUALITY CONTROL PROCEDURES

VERIFICATION OF SHOP COMPLIANCE WITH AWS D1.1-2004 STRUCTURAL WELDING CODE

VERIFICATION OF SHOP COMPLIANCE WITH AISC 360-05 CHAPTER M & CODE OF STANDARD PRACTICE

X

X

X

DURING WELDING OF SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" SIZE AS NOTED IN IBC TABLE 1704.3

X

DURING FIELD WELDING OF ALL STEEL FLOOR AND METAL ROOF DECK PER AWS D1.3 AS NOTED IN IBC TABLE 1704.3

X

DURING THE WELDING OPERATIONS - VERIFICATION OF WELDER QUALIFICATIONS

X

DURING THE WELDING OPERATIONS - VERIFICATION OF VALID WELD PROCEDURE SPECIFICATIONS PER AWS 01.1

X

PRIOR TO PAINTING, SHIPPING TO SITE AND ERECTION -VERIFICATION OF ALL WELDED JOINTS PER AWS 01.1 TABLE 6.1

X

PRIOR TO THE START OF ERECTION - VERIFICATION OF FRAMING REQUIREMENTS AND BOLTING PROCEDURES PER AISC

X

DURING HIGH STRENGTH BOLTING PER IBC SECTION 1704.3.2 AND 1704.3.3

X

WELDING OF COMPLETE OR PARTIAL JOINT PENETRATION (CJP OR PJP) GROOVE WELDS PER IBC TABLE 1704.3 & 1707

X

WELDING OF MULTI-PASS FILLET WELDS AND FILLET WELDS EXCEEDING 5/16" SIZE PER IBC TABLE 1704.3 & 1707

X

STRUCTURAL STEELREFERENCE STANDARDS:

1. ANSI/AISC 303-16 - CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS & BRIDGES HEREAFTER REFERENCED AS AISC 303.2. ANSI/AISC 360-16 - SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS HEREAFTER REFERENCED AS AISC 360.3. RCSC - SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS, 2014.4. AWS D1.1-15 - STRUCTURAL WELDING CODE - STEEL HEREAFTER REFERENCED AS AWS D1.1.

SUBMITTALS:1. SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH AISC 360 SECTION M.1 AND AISC 303 SECTION 4.2. SUBMIT WELDERS CERTIFICATES VERIFYING QUALIFICATION WITHIN PAST 12 MONTHS.3. AFFIDAVIT STATING THE STEEL PROVIDED MEETS THE REQUIREMENTS OF THE GRADE(S) SPECIFIED.

MATERIALS WIDE FLANGE (W), TEE (WT) SHAPES ASTM A992 FY = 50 KSI

STRUCTURAL (S), (M) & (HP) SHAPES ASTM A36 FY = 36 KSI

CHANNEL (C) & ANGLE (L) SHAPES ASTM A36 FY = 36 KSI

STRUCTURAL BARS & PLATES (PL) ASTM A36 FY = 36 KSI

HOLLOW STRUCTURAL SECTION-SQUARE/RECT (HSS) ASTM A500 GRADE B FY = 46 KSI

ASTM A53 GRADE B FY = 35 KSI

HOLLOW STRUCTURAL SECTION-ROUND (HSS) ASTM A500 GRADE B FY = 42 KSI

ASTM A325/F1852 TYPE 1, PLAIN

NUTS ASTM A563

WASHERS (FLAT OR BEVELED) ASTM F436-REQ'D @ SLOTTED & OVERSIZE HOLES

WELDING ELECTRODES E70XX, E71TXX UNLESS NOTED OTHERWISE WITH A MINIMUM TOUGHNESS OF 20FT-LBS AT 40 DEGREES FAHRENHEIT

THREADED RODS (ANCHOR BOLTS) ASTM A307 FY = 35 KSI

WELDED HEADED STUDS (WHS) 3/4" OR 7/8" ASTM A108- NELSON/TRW S3L OR EQUAL

WELDED HEADED STUDS (WHS) 1/2" OR 5/8" ASTM A108- NELSON/TRW H4L OR EQUAL

DOWEL BAR ANCHORS ASTM A496- NELSON/TRW D2L OR EQUAL

ANCHOR RODS (ANCHOR BOLTS) ASTM F1554 GR. 55 (WELDABLE) PER SUPPLEMENT NO. 1

STRUCTURAL PIPE (PIPE) 12" DIA AND LESS

HIGH-STRENGTH BOLTS

MILD THREADED RODS ASTM A36 FY = 36 KSI

WELDING:1. WELDING SHALL CONFORM TO AWS D1.1 AND VISUALLY CONFORM TO AWS SECTION 6 AND TABLE 6.1.

FABRICATION/ERECTION INSPECTIONS BY THE CONTRACTOR PER AWS D1.1 SECTION 6 SHALL BE BY ASSOCIATE/CERTIFIED INSPECTORS (AWI/CWI) PER AWS QC1 OR AWS B5.1. SPECIAL INSPECTIONS (VERIFICATION INSPECTIONS) SHALL BE BY A CERTIFIED WELDING INSPECTOR (CWI) OR SENIOR WELDING INSPECTOR (SWI) PER AWS B5.1.

2. WELDERS SHALL BE QUALIFIED FOR THE SPECIFIC PREQUALIFIED JOINTS REQUIRED BY THE DESIGN AND CERTIFIED IN ACCORDANCE WITH AWS REQUIREMENTS.

3. WELDING SHALL BE IN ACCORDANCE WITH APPROPRIATE WELD PROCEDURE SPECIFICATIONS (WPS'S) WELDERS SHALL BE FAMILIAR WITH THE APPLICABLE WPS'S.

4. WELDER QUALIFICATIONS AND WPS'S SHALL BE MAINTAINED AT THE SITE OF THE WORK AND SHALL BE READILY AVAILABLE FOR INSPECTION UPON REQUEST BOTH IN THE SHOP AND IN THE FIELD.

5. USE E70 OR E71T, 70 KSI STRENGTH ELECTRODES APPROPRIATE FOR THE PROCESS SELECTED.6. PRIOR TO THE START OF WORK, SPECIAL INSPECTOR OR, IF "AISC CERTIFIED" OR OTHERWISE "APPROVED" SHOP, A SHOP

CERTIFIED WELD INSPECTOR (CWI) CERTIFIED IN ACCORDANCE WITH PROVISIONS OF AWS QC1 SHALL INSPECT AND DOCUMENT COMPLIANCE WITH THE FOLLOWING:A. CONFIRM WELDER QUALIFICATIONS PRIOR TO THE START OF WORK.B. REVIEW ALL WPS PRIOR TO THE START OF WORK.C. CONFIRM MATERIALS IN FABRICATIONS CONFORM TO THE SPECIFICATIONS.D. PERIODICALLY OBSERVE JOINT PREPARATION, FIT-UP AND WELDER TECHNIQUES.E. IDENTIFY ON PLANS ALL MULTI-PASS FILLET WELDS, SINGLE PASS FILLET WELDS GREATER THAN 5/16", AND COMPLETE-

AND PARTIAL-JOINT PENETRATION (CJP OR PJP) GROOVE WELDED BUTT JOINTS THAT REQUIRES CONTINUOUS (SPECIAL) INSPECTION.

F. VISUALLY INSPECT ALL WELDS PER SPECIAL INSPECTION REQUIREMENTS FOR STEEL AND AWS SECTION 6.5 AND TABLE 6.1.

7. WELDING OF HIGH STRENGTH ANCHOR RODS (F1554-105) IS PROHIBITED UNLESS APPROVED BY ENGINEER.8. WELDING OF SHEAR STUDS ON STEEL BEAMS: HEADED SHEAR STUDS WELDED TO TOPS OF WIDE FLANGE BEAM SHALL BE

WELDED IN ACCORDANCE WITH AWS D1.1 CHAPTER 7 "STUD WELDING".9. WELDING OF HEADED STUDS ON EMBEDDED STEEL PLATES FOR ANCHORAGE TO CONCRETE: HEADED STUDS WELDED TO

STEEL EMBEDMENT PLATES CAST MONOLITHIC WITH CONCRETE AND SHALL BE WELDED IN ACCORDANCE WITH AWS D11 CHAPTER 7 "STUD WELDING" UNLESS NOTED OTHERWISE ON PLANS.

HIGH-STRENGTH BOLTING: HIGH STRENGTH BOLTS SHALL BE OF THE ASTM GRADE AND TYPE SPECIFIED IN THE MATERIALS SECTION. UNLESS NOTED OTHERWISE, INSTALL BOLTS IN JOINTS IN ACCORDANCE WITH THE RCSC SPECIFICATION AS JOINT TYPE ST, "SNUG TIGHT'', - PER RCSC SPECIFICATION TABLE 4.1 AND SECTION 8.1. INSPECTION IS PER RCSC SECTION 9.1. BOLTS HAVE BEEN DESIGNED AS ASTM A325-N BOLTS - "THREADS INCLUDED IN THE SHEAR PLANE".



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7 8 9 10 1112 13 15

BC

D

G

P

S

T

U

12' - 11 1/2" 12' - 11 1/2" 12' - 11 1/2"

MC

10X

22

MC

10X

22

MC

10X

22

MC

10X

22

MC10X22

MC10X22

MC10X22

MC10X22

GALVANIZE OR PRIME AND PAINTALL STEEL MEMBERSAT EXTERIOR CONDITIONS

12 GAUGE MCNICHOLS PLANK GRATING (2"x7" WIDE)

HSS4x4x5/16 STEELCOLUMNS WITH 1/2" THICKx10" SQ. STEEL BASE PLATES.ATTACH TO CONCRETEWITH (4)SIMPSON TITENSCREWS (1/2"x3" MIN EMBED)

MC

10X

22

MC10X22

MC10X22

12' -

1"

7' -

0"

VERIFY WIDTH PER CHILLERMANUFACTERER'S REQUIREMENTS

4' - 0"

TOP OF STEEL SHALL BE A MINIMUM OF 3'-0 ABOVE FINISHED ROOFING MATERIAL

3

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1/4".

COPE CORNERS

STIFFENER PLATE 3/8" UNOAT CONNECTIONS

EXTEND PLATE AS REQUIRED AT

CONNECTIONS

1/4".

COPE CORNERS

STIFFENER PLATE 3/8" UNOAT CONNECTIONS

EXTEND PLATE AS REQUIRED AT

CONNECTIONS

"k" PER AISC MANUAL

FULL DEPTH

PARTIAL DEPTH

NOTE: USE PARTIAL DEPTH STIFFENER U.N.O.

TYP U.N.O. ATCONNECTION1/4

TYP U.N.O. ATCONNECTION1/4

8" TO 10"

12"

27"

24"

30"

14" TO 16"

21" 6

8

9

7

4

5

3

BEAM DEPTH "D" NUMBER OF BOLTS

2

.

1/2" CLR

DE

PT

H "

D"

HORIZONTAL SHORT SLOTTED HOLES AT 3" O.C. IN BEAM OR SHEAR PLATE PER AISC SPECIFICATIONS

AISC MINIMUMEDGE DISTANCE

.

1/2" CLR

DE

PT

H "

D" HORIZONTAL SHORT

SLOTTED HOLES AT 3" O.C. IN BEAM OR SHEAR PLATE PER AISC SPECIFICATIONS

AISC MINIMUMEDGE DISTANCE

LINE OF SUPPORTING MEMBER

LINE OF SUPPORTING MEMBER

NOTES:

A. ALL CONNECTIONS SHALL BE TYPE "X" (THREADS EXCLUDED FROM SHEAR PLANE).

B. USE 3/4" DIAMETER BOLTS UNLESS NOTED OTHERWISE ON PLANS

C. MINIMUM BOLT SPACING, EDGE DISTANCES, HOLE SIZES, PER AISC SPECIFICATIONS

3/4xSHEAR PLATETHICKNESS, 1/4" MIN

3/4xSHEAR PLATETHICKNESS, 1/4" MIN

18"

"D"

"D"

"D

"

"D"

< 7

"

SHEAR PLATE, SIZE AND NUMBER OF BOLTS PER TYP SHEAR PLATE CONNECTION DETAIL

AT ONE SIDED CONNECTIONSPROVIDE 3/8" STIFFENEROPPOSITE SHEAR PLATE

(2) BOLTS HORIZ AT "D" = 7" ORLESS. WELD PLATE TO BEAM AT (2) EDGES

OFFSET TOP OF BEAM TO MATCH ADJACENTSTEEL JOIST BEARING DEPTH AS, OCCURS

WELD SIZE EQUALTO ONE HALF SHEAR

PLATE THICKNESS(3/16 MIN)

STEEL BEAMS PER PLAN

L3x2x1/4"x6" LONG STEEL ANGLES WITH (2)3/4" DIA. THRU BOLTS TO BEAM

STEEL COLUMN PER PLAN

PLAN VIEW

ELEVATION VIEW

1/2" THICK STEEL CAP PLATE

BASEPLATE PER PLAN

TYP3/16 3"

3/16 3"

EXISTING ROOF




PLAN VIEW

ELEVATION VIEW

1/2" THICK STEEL CAP PLATE

BASEPLATE PER PLAN

TYP3/16 3"

3/16 3"

EXISTING ROOF




PLAN VIEW

ELEVATION VIEW BASEPLATE PER PLAN

TYP3/16 3"

3/16 3"

EXISTING ROOF

METAL GRATE PER PLAN

L6x4x5/16"x6" STEEL ANGLEWITH (2)3/4" DIA. THRUBOLTS TO BEAM

L3x2x1/4"xCONT. STEELANGLE

5'-0

" M

AX

2' - 0" MAX

1

1

HSS2x2x1/4, TYP

HSS2x2x1/4, TYP

INSTALL SUPPORTS AS REQUIREDIN SPECIFICATIONS

3/16" 4"

3/16" 4"

3/16"

3/16"

3/16"

3/16"

3/16"

3/16"

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SCALE: 3/4" = 1'-0"4STEEL SHEAR PLATE CONNECTION SCH.

SCALE: 3/4" = 1'-0"6BEAM TO BEAM SHEAR PLATE CONNECT.

SCALE: 3/4" = 1'-0"1THREE SIDED STEEL BEAM TO COLUMN CONNECT.

SCALE: 3/4" = 1'-0"2TWO SIDED STEEL BEAM TO COLUMN CONNECT.

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MECHANICAL LEGEND:DUCT FITTINGS

RECTANGULAR SUPPLY AIR DUCT UP

RECTANGULAR SUPPLY AIR DUCT DOWN

RECTANGULAR RETURN AIR DUCT UP

RECTANGULAR RETURN AIR DUCT DOWN

RECTANGULAR EXHAUST DUCT UP

RECTANGULAR EXHAUST DUCT DOWN

ROUND DUCT UP

ROUND DUCT DOWN

WITH TURNING VANES

RADIUS ELBOW, RECTANGULAR/ROUND DUCT

DUCT TRANSITION

FLEX CONNECTION

RECTANGULAR DUCT ELBOW

CONICAL FITTING WITH VOLUME DAMPER

CONICAL FITTING WITHOUT VOLUME DAMPER

CONICAL FITTING WITH REMOTE VOLUMEDAMPER ACTUATOR

AIR DEVICES

SUPPLY AIR DIFFUSER RETURN AIR GRILLE EXHAUST AIR GRILLE

SLOT DIFFUSER

SIDEWALL GRILLE, REGISTER OR DIFFUSER

FLEX DUCT

ABBREVIATIONS

(NOT ALL SYMBOLS WILL BE USED ON THESE DRAWINGS)

THERMOSTAT

T

TAGS AND SYMBOLS

XX-XXX EQUIPMENT TAG

SR-1500/16"øCFM NECK SIZE

GRD TYPEGRD TAG

12x18 (1" LNR)

DUCT TAG

WIDTH OF DUCT DEPTH OF DUCT

LINER THICKNESS(IF LINED)

DIMENSIONS ARE SHEETMETAL DIMENSIONS

REVISION TAG

X 1

KEYNOTE TAG POINT OF CONNECTION

SUPPLY ARROWAIRFLOW ARROWUNDERCUT DOOR

U

EXISTING

REMOVE EXISTING (DEMOLISH)

XX

XX

RISER REFERENCE OR DIAGRAM CALLOUT

XX

XX

SECTION HEADCALLOUT

AFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEADJ ADJUSTABLEAP ACCESS PANELACO AUTOMATIC CHANGEOVERCFM CUBIC FEET PER MINUTEDIA DIAMETERDN DOWNDWG DRAWINGEC ELECTRICAL CONTRACTORELEV ELEVATIONEQ EQUIPMENT(E) EXISTINGIBC INTERNATIONAL BUILDING CODEIMC INTERNATIONAL MECHANICAL CODEIPC INTERNATIONAL PLUMBING CODEIFGC INTERNATIONAL FUEL AND GAS CODEIE INVERT ELEVATIONGAL GALLONGC GENERAL CONTRACTORGPM GALLONS PER MINUTEHEV HOSE END VALVEMAX MAXIMUMMC MECHANICAL CONTRACTORMCA MINIMUM CIRCUIT AMPACITYMFR MANUFACTURERMOCP MAXIMUM OVERCURRENT PROTECTION(N) NEW(NL) NEW LOCATIONNC NORMALLY CLOSEDNO NORMALLY OPENNIC NOT IN CONTRACTOA OUTSIDE AIRPC PLUMBING CONTRACTORRPBP REVERSE PRESSURE BACKFLOW PREVENTERRE: REFERENCE(RL) RELOCATERA RETURN AIRSA SUPPLY AIRTCC TEMPERATURE CONTROL CONTRACTOR(TYP) TYPICALVFD VARIABLE FREQUENCY DRIVEW/O WITHOUT

TEMPERATURE TRANSMITTER

TT

HUMIDISTAT

H

SENSOR

S

CARBON MONOXIDE SENSOR

CO

CARBON DIOXIDE SENSOR

CO2

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CHWS

CHWR

HVAC PIPING

HEATING WATER SUPPLY

HEATING WATER RETURN

HWS

HWR

CONDENSER WATER SUPPLY

CONDENSER WATER RETURN

CS

CR

REFRIGERANT LIQUID

REFRIGERANT SUCTION

RL

RS

COMPRESSED AIR

DRAIN

CA

D

DIRECTION OF FLOW

VALVES

BALL VALVE OR BUTTERFLY VALVE, RE: SPEC

GATE VALVE

GLOBE VALVE

CHECK VALVE

BALANCING VALVE

PRESSURE REDUCING VALVE

THREE WAY CONTROL VALVE

PIPING SYMBOLS

BOTTOM PIPE CONNECTION

PIPE UP

PIPE DOWN

PIPING CAP OR PLUG

STRAINER

THERMOMETER

METERM

PUMP

PRESSURE GAUGE AND SHUT-OFF VALVE

REVERSE PRESSURE BACKFLOW PREVENTER

AUTOMATIC AIR VENTAAV

MANUAL AIR VENTMAV

PIPE TAG

1 1/2" CW

PIPE DIAMETER

PIPING SYSTEMSEE SPEC FOR PIPE SPECIFICATIONS

DAMPERS

FFSSM

SMOKEDAMPER

FIRE/SMOKEDAMPER

FIREDAMPER

MANUALDAMPER

UNION

BRAIDED STAINLESS STEEL FLEXIBLE CONNECTION



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DRAWING INDEX, LEGEND ANDNOTES

M001

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MECHANICAL DRAWING INDEX

DRAWINGNO. SHEET NAME D

ES

IGN

DE

VE

LOP

ME

NT

10/

09/2

019

80%

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

11/

14/2

019

ISS

UE

FO

R B

ID 0

1/31

/202

0

M001 DRAWING INDEX, LEGEND AND NOTES X X X

M002 SCHEDULES X X X

M003 EXISTING CHILLED WATER/CONDENSER WATER/ HIGH TEMPERATURE HOT WATER SCHEMATIC - DEMOLITION X X X

M004 CHILLED WATER/CONDENSER WATER/ HIGH TEMPERATURE HOT WATER SCHEMATIC - NEW WORK X

M005 AHU CHILLED WATER COIL PIPING - DEMO AND NEW WORK X

M100 MECHANICAL EQUIPMENT ROOM PLAN - MECHANICAL DEMOLITION X X X

M105 LOW ROOF PENTHOUSE MECHANICAL PLAN - DEMOLITION X X X

M106 HIGH ROOF MECHANICAL PLAN - DEMOLITION X X X

M200 MECHANICAL EQUIPMENT ROOM PLAN - MECHANICAL X X X

M205 LOW ROOF PENTHOUSE MECHANICAL PLAN X X X

M206 HIGH ROOF MECHANICAL PLAN X X X

10-09-19 DD SET

11-14-19 80% CD


01/07/2020



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SCHEDULES

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7. ALTERNATE CHILLER MANUFACTURERS MUST MEET OR EXCEED THE FOLLOWING FULL- AND PART-LOAD PERFORMANCE:

6. HARMONIC FILTER FURNISHED BY CHILLER MANUFACTURER, INSTALLED BY ELECTRICAL CONTRACTOR.

5. SINGLE POINT POWER CONNECTION.

4. CHILLER INSTALLED ON STRUCTURAL STEEL FRAME ABOVE ROOF DECK, RE: STRUCTURAL DRAWINGS. MECHANICAL CONTRACTOR SHALL PROVIDE TYPE 4 RESTRAINED SPRING ISOLATORS WITH A MINIMUM 2.5" DEFLECTION.

3. COPPER TUBES/ALUMINUM FINS, ISOLATION VALVES, SUCTION LINE INSULATION, CONTROL TRANSFORMER, NON-FUSED DISCONNECT, ENERGY MANAGEMENT MODULE, FLOODED 2-PASS EVAPORATOR WITH HEATER, LOW SOUND KIT, BACNET/MODBUS TRANSLATOR, HAIL GUARDS, LOW AMBIENT HEAD PRESSURE CONTROL

2. 65kAIC DISCONNECT RATING.

1. ACCEPTABLE MANUFACTURERS INCLUDE DAIKIN AND TRANE. NO ADDITIONAL ALTERNATE MANUFACTURERS WITHOUT SPECIFIC APPROVAL FROM UNC AND EOR.

NOTES:

CH-1 CARRIER 30XV325 MCKEE CHILLED WATER 325/264.1 20 262,800 95.00 30% P.G. 0.000100 662 406 53.0 43.0 16.9 R-134a VFD SCREW 15 99 68 480/3 325.4 565.5 700 9.542 19.53/17.31 23,000 1,2,3,4,5,6,7

CONDITIONS FANS (CFM) (DEG F) DESIGN / MIN. (FT. W.C.) (%) POWER (KW) LBS

AT PROJECT OF AIRFLOW AIR TEMP. (GPM) DESIGN FLOW CAPACITY POWER PRESSURE COMPRESSOR EER NPLV.IP WEIGHT

ACTUAL TONS NO. TOTAL ENTERING

FLUID FOULING FACTOR

FLUID FLOW

EWT / LWT

FLUID P.D. ATREFRIGERANT

TYPECOMPRESSOR

TYPE

MIN. A-WEIGHTED SOUNDVOLT /PHASE

TOTAL

MCA MOCP

IPLV.IP / OPER.SYMBOL MANUFACTURER MODEL SERVICE

NOM. TONS/ CONDENSER FAN DATA EVAPORATOR DATA CHILLER DATA ELECTRICAL APPROX.

NOTES

AIR COOLED CHILLER SCHEDULE

5. SPRING VIBRATION ISOLATION BASE INSTALLED ON EXISTING CONCRETE HOUSEKEEPING PAD.

4. PREMIUM EFFICIENT MOTOR.

3. LASER PUMP ALIGNMENT REQUIRED PER UNC STANDARDS.

2. PROVIDE SUCTION DIFFUSER WITH STARTUP STRAINER.

1. VFD WITH INTEGRAL HARMONIC PROTECTION/ELECTRICAL FILTER AND FULL BYPASS. ACCPETABLE MANUFACTURERS ARE ABB, DANFOSS AND MITSUBISHI.

NOTES:

P-4 MCKEE CHILLED WATER BASEMENT MECH ROOM B&G e-1510 3GB 68% END SUCTION 74.2 450 154 30% PG 1800 13 30 460/3 YES 900 1,2,3,4,5

P-3 MCKEE CHILLED WATER BASEMENT MECH ROOM B&G e-1510 3GB 68% END SUCTION 74.2 450 154 30% PG 1800 13 30 460/3 YES 900 1,2,3,4,5

HP VOLTS/PH VFDSYMBOL SERVICE LOCATION MANUF. MODEL

% SYSTEMCAPACITY

PUMP TYPEPUMP

EFFICIENCY(%)

FLOW(GPM)

TDH(FT)

FLUIDTYPE

PUMPRPM

IMPELLERDIAMETER

MOTOR DATAOPER.

WEIGHT(LBS)

NOTES

CHILLED WATER PUMP SCHEDULE

ET EXPANSION TANK CHILLED WATER BASEMENT MECH RMB&G B 300S/N 182639

80 GALLONS TANK AND ACCEPTANCE VOLUME. N/AREMAINS IN PLACE. SIZING HAS BEEN VERIFIED TO

ACCOMMODATE NEW SYSTEM VOLUME.

---CONDENSER WATER

STORAGE TANKCONDENSER WATER SYSTEM BASEMENT MECH RM N/A 6' DIA. X 20' LONG STORAGE TANK N/A ABANDONED IN PLACE

P-21 CHILLED WATER COIL PUMP AHU-7MECH ROOM ON HIGH

ROOF74 GPM AT 30 FT. W.C. 1 HP

RETURN TO UNC. REFERENCE PIPING DIAGRAMS FORNEW COIL PIPING CONFIGURATION

P-19 CHILLED WATER COIL PUMP AHU-6MECH ROOM ON HIGH

ROOF74 GPM AT 30 FT. W.C. 1 HP


P-17 CHILLED WATER COIL PUMP AHU-5MECH RM ON NORTH

ROOF ABOVE L284 GPM AT 30 FT. W.C. 1 HP


P-15 CHILLED WATER COIL PUMP AHU-4MECH RM ON NORTH

ROOF ABOVE L284 GPM AT 30 FT. W.C. 1-1/2 HP


P-13 CHILLED WATER COIL PUMP AHU-3 BASEMENT MECH RM 106 GPM AT 33 FT. W.C. 1-1/2 HPRETURN TO UNC. REFERENCE PIPING DIAGRAMS FOR

NEW COIL PIPING CONFIGURATION





P-7 HIGH TEMP HOT WATER PUMPHTHW SERVICE TO ABSORPTION

CHILLERBASEMENT MECH RM S/N 149006 235 GPM AT 24 FT. W.C. 3 HP ABANDONED IN PLACE

P-3, P-4 CHILLED WATER PUMPS CHILLED WATER LOOP BASEMENT MECH RMS/N 1-82268-8-1

(2ND S/N UNAVAILABLE)718 GPM AT 78 FT. W.C. 20 HP REMOVE AND DISPOSE OF.

P-1, P-2 CONDENSER WATER PUMPS CONDENSER WATER LOOP BASEMENT MECH RM S/N 171284, 165531 1010 GPM AT 98 FT. W.C. 30 HP REMOVE. RETAIN PUMP MOTORS AND RETURN TO UNC.

CT-1 COOLING TOWERCONDENSER WATER FOR

ABSORPTION CHILLERHIGH ROOF AT LEVEL 5 MARLEY S/N 349-5-2421-6

1010 GPM, EWT = 97.7F,LWT = 80 F AT 65 F WET BULB

20 HP ABANDONED IN PLACE

CH-1 ABSORPTION CHILLER CHILLED WATER TO BUILDING BASEMENT MECH RMCARRIER S/N

02-92271

718 GPM CHILLED WATER FLOW FROM 54 F TO 44 F,1010 GPM COND WATER FLOW FROM 80 F TO 97.7 F,

235 GPM HTHW FLOW AT 280 FN/A ABANDON IN PLACE

SYMBOL EQUIPMENT DESCRIPTION SERVICE LOCATION MODEL CHARACTERISTICS INFORMATION INSTRUCTIONS

EXISTING EXISTING EQUIPMENT MANUFACTURER/ APPROXIMATE CAPACITY AND ELECTRICAL

EXISTING EQUIPMENT SCHEDULE

2. ASME RATED.

1. PRESSURE RATING OF 150 PSIG.

NOTES:

AS-1 CHILLED WATER SPIROTHERM VDT800 662 1.6 8 16x52 770 1, 2

SYMBOL SERVICE MANUFACTURER MODEL FLOW (GPM)PRESSURE DROP

(FT. W.C.)CONNECTION

SIZE (IN.)DIMENSIONS (DIA. x H)

OPERATING WEIGHT(LBS.)

NOTES

AIR/DIRT SEPARATOR SCHEDULE

10-09-19 DD SET

11-14-19 80% CD


01/07/2020

(E) HTHWR

(E) HTHWS

FROM UTILITY TUNNELTO HTHW HEAT EXCHANGERS

(E) CWS

(E)

3" C

HW

S

(E)

3" C

HW

R

(E)

6" C

S

(E)

6" C

R

(E) 2 1/2" TO AHU-1

(E) 4" CHWS

(E) 4" CHWR

(E) 4" CHWR

CHWS/R SERVES AHU-6 & AHU-7 AT HIGH ROOF

(E)

3" C

HW

S

(E)

3" C

HW

R

CHWS/R SERVES AHU-4 & AHU-5 AT LOW NORTH ROOF

(E) 2 1/2" CHWS/R TO AHU-3


(E) P-4(E) P-3(E) P-2(E) P-1(E) ABSORPTION CHILLERABANDON IN PLACE

(E) P-7ABANDON IN PLACE

HIGH ROOF

PENTHOUSE

EXISTING COOLING TOWERABANDONED IN PLACE

6" CR

6" CS

EXISTING POT FEEDER

(E) 4" HTHWS/R

1 1

(E) CONDENSER WATER STORAGE TANKABANDON IN PLACE

(E) EXPANSION TANKREMAINS IN PLACE

(E) 3/4" NP

2

KEYED NOTES:

1 REMOVE AND STORE EXISTING VALVES AT CHILLED WATER PUMP SUCTION AND DISCHARGE.

2 CUT AND PERMANENTLY CAP (E) HTHW PIPING AT THIS LOCATION. ABANDON DOWNSTREAM PIPING, PUMP, VALVES, ETC. IN PLACE.



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EXISTING CHILLEDWATER/CONDENSER WATER/HIGH TEMPERATURE HOT WATERSCHEMATIC - DEMOLITION

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10-09-19 DD SET

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(E)

3" C

HW

S

(E)

3" C

HW

R

(E)

6" C

HW

S

(E)

6" C

HW

R

(E) 2 1/2" TO AHU-1

(E) 4" CHWS

(E) 4" CHWR

(E) 4" CHWR

CHWS/R SERVES AHU-6 & AHU-7 AT HIGH ROOF

(E)

3" C

HW

S

(E)

3" C

HW

R

CHWS/R SERVES AHU-4 & AHU-5 AT LOW NORTH ROOF



P-4P-3

TTTT TP

TPTP

TTTP

6" CHW BYPASS

MODULATING GLOBE VALVE

DPT1/2"

DIFFERENTIAL PRESSURE TRANSMITTER FOR MAIN SUPPLY/RETURN DP TO SYSTEM (MONITORING POINT ONLY)

HIGH ROOF

NEW DIFFERENTIAL PRESSURE SENSOR IN PENTHOUSE ABOVE LEVEL 5 , USED FOR CHILLED WATER PUMP VFD CONTROL (1ST OF 2 LOCATIONS).

PENTHOUSE

DPT

NEW DIFFERENTIAL PRESSURE SENSOR IN PENTHOUSE ABOVE LEVEL 2. USED FOR CHILLED WATER PUMP VFD CONTROL (2ND OF 2 LOCATIONS)

ADD ISOLATION VALVES IN BASEMENT MECH ROOM

REPLACE EXISTING VALVES WITH NEW BUTTERFLY VALVES

EXISTING VERTICAL CONDENSER WATER PIPING IS REPURPOSED FOR CHILLED WATER PIPING FOR THIS PROJECT

HEV

AIR SEPARATOR

ISOLATION VALVES, CHECK VALVES AND STRAINERS AT PUMP SUCTION AND DISCHARGE PIPING SHALL BE RE-USED

INSTALL 1" BOILER DRAIN VALVE WITH CAP FOR WATER TREATMENT USE

FM

FLOW METER

SPRING VIBRATIONISOLATION BASE (TYP)

VFD

6" CHWR

6" CHWR

VFD

SUCTION DIFFUSER (TYP)

BRAIDED STAINLESS VIBRATION ISOLATOR (TYP)

STRAINER (TYP)

CHECK VALVE (TYP)

PROVIDE CHAINWHEELS FOR ISOLATION VALVES ABOVE 8'-0" AFF (TYP)


(E) P-1(E) ABSORPTION CHILLERABANDON IN PLACE

(E) P-7ABANDON IN PLACE

HIGH ROOF

EXISTING COOLING TOWERABANDONED IN PLACE

(E) 4" HTHWS/R

(E) CONDENSER WATER STORAGE TANKABANDON IN PLACE

HEV

MAV

8" CHS/RRESTRAINED SPRING ISOLATORS ON STRUCTURAL STEEL FRAME ABOVE ROOF

WYE STRAINER

TP

TP

HEV

6" CHWS/R, SUPPORT FROM MANUFACTURERED ROOF PIPE SUPPORTS (LOOSE)

REFERENCE STRUCTURAL DRAWINGS FOR EXTENT OF SERVICE PLATFORM

(E) 3/4" NP

(E) HOUSEKEEPING PAD REMAINS IN PLACE

(E) PIPING ABANDONED IN PLACE. REFERENCE SHEET M100 FOR LOCATIONS IN PLAN VIEW

(E) EXPANSION TANK

AS-1

DPT

TO AHU-7TO AHU-6

CH-1



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CHILLED WATER/CONDENSER WATER/ HIGH TEMPERATURE HOT WATER SCHEMATIC - NEW WORK


01/07/2020

TP

AHUCOOLING

COIL

(E) P-9

(E) ISOLATION VALVE (TYP)

CHWS

CHWR

AHUCOOLING

COIL

NEW THERMOMETER (TYP)

NEW TWO-WAY MODULATING CONTROL VALVE


NEW PRESSURE GAUGE WITH COCK (TYP)

NEW WYE STRAINER

CHWS

CHWR

AHUCOOLING

COIL

(E) P-11(E) ISOLATION VALVE (TYP)

CHWR

CHWS

HEV

(E) MAV

AHUCOOLING

COIL


CHWR

CHWS

HEV

(E) MAV



NEW WYE STRAINER

AHUCOOLING

COIL


CHWR

CHWS

(E) TP

(E) TP



NEW WYE STRAINER

AHUCOOLING

COIL


CHWR

CHWS

(E) P-15

(E) TP

AHUCOOLING

COIL


CHWR

CHWS

(E) TP

NEW TWO-WAY MODULATING CONTROL VALVENEW PRESSURE GAUGE WITH COCK (TYP)NEW WYE STRAINER

AHUCOOLING

COIL


CHWR

(E) P-17

CHWS(E) MAV

AHUCOOLING

COIL


CHWR

CHWS(E) MAV


AHUCOOLING

COIL


CHWR

(E) P-19

CHWS

(E) HEV

(E) MAV

AHUCOOLING

COIL


CHWR

CHWS

(E) HEV

(E) MAV


AHUCOOLING

COIL

(E) P-13


CHWR

CHWS

(E) TP

(E) TPAHU

COOLINGCOIL

(E) P-21(E) ISOLATION VALVE (TYP)

CHWR

CHWR

HEV

(E) MAV

AHUCOOLING

COIL


CHWR

CHWS

HEV

(E) MAV



NEW WYE STRAINER



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AHU CHILLED WATER COIL PIPING- DEMO AND NEW WORK

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SCALE: NTS1

AHU-1 CHILLED WATER COIL PIPING - DEMO

SCALE: NTS2 AHU-1 CHILLED WATER COIL PIPING - NEW

SCALE: NTS3 AHU-2 CHILLED WATER COIL PIPING - DEMO





SCALE: NTS9

AHU-5 CHILLED WATER COIL PIPING - DEMO




SCALE: NTS5

AHU-3 CHILLED WATER COIL PIPING - DEMOSCALE: NTS

13AHU-7 CHILLED WATER COIL PIPING - DEMO



01/07/2020

Te

l.

P.P.

'B'

P.P.

'Q'

Trans.

Tel.

BF

P

7

7

8

8

9

9

10

10

11

11

12

12

13

13

P P

G G

D D

(E)

MC

C

(E) P - 7

(E) CHWR

(E) CHWS

(E) CHWR

(E) HWR

(E) HWS

(E)

CH

WS

(E)

CH

WR

(E) HWR

(E) HWS

(E) P - 5 (E) P - 6

(E) COMPRESSOR(E) P - 4(E) P - 3

(E) P - 2(E) P - 1

(E) CHWS

(E) HWR

(E) HWS

(E)

CH

WS

(E)

CH

WR

(E)

HW

S

(E)

HW

R

(E)

HW

S

(E) ABSORBTION CHILLER

(E) CONDENSER WATER STORAGE TANK

(E) AHU - 2

(E) AHU - 3

(E) CHWR(E) CHWS

(E) HWR

(E) HWS

(E) CHWR(E) CHWS

(E) HWR(E) HWS

(E) HWR(E) HWS

(E) HWS

(E) CHWS

(E) CHWR

(E) HWR

(E)

CH

WS

(E)

CH

WR

(E)

HW

S

(E)

HW

R

(E)

CS

(E)

CR

(E) AHU - 1

1

3

2 2 9 9

8

5M005

6

3M005

5

1M005

4

(E) CS

8

(E) HB

(E) CHILLED WATER EXPANSION TANK

7

EXISTING CONTROL PANELS

(E) F

(E) HTWR

(E) HTWS

(E) HTWS

(E)

HT

WS

(E)

HT

WR

10

(E) 3/4"

KEYED NOTES:

1 PERMANENTLY CAP (WELD) PIPE AT THIS LOCATION.

2 REMOVE EQUIPMENT, ACCESSORIES AND CONTROLS AS REQUIRED.

3 (E) CONDENSER WATER STORAGE TANK ABANDONED IN PLACE. REMOVE CONNECTING PIPING WHERE NOTED, DO NOT CAP BUT LEAVE OPEN TO ATMOSPHERE.

4 REMOVE (E) PUMP P-9.



7 REMOVE EXISTING POT FEEDER. RETAIN PIPING TEES ON PUMP SUCTION/DISCHARGE PIPING AND INSTALL 1" BOILER DRAIN VALVE WITH CAP FOR UNC USE WITH PORTABLE POT FEEDER.

8 ABANDON EQUIPMENT IN PLACE.

9 REMOVE PUMP AND PIPING, RETAIN VALVES SERVING PUMP FOR CONNECTION TO NEW PUMP.

10 (E) HIGH TEMPERATURE HOT WATER PIPING EXTENDS INTO UTILITY TUNNEL WITH ROOT VALVES AT TAPS SERVING MCKEE HALL.



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M100

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KEYPLAN

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17

17

18

18

P P

G G

(E) AHU - 4

(E) AHU - 5

(E) HWS

(E) HWR

(E) CHWS

(E) CHWR

2

1

9M005

7M005

KEYED NOTES:





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LOW ROOF PENTHOUSEMECHANICAL PLAN - DEMOLITION

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LOW ROOF PENTHOUSE MECHANICAL PLAN - DEMOLITION

KEYPLAN

10-09-19 DD SET

11-14-19 80% CD


01/07/2020

7

7

8

8

9

9

10

10

11

11

12

12

13

13

S S

P P

G G

D D

(E) AHU - 7(E) COOLING TOWER

(E) AHU - 6

(E) CS/R (RACKED ON WALL)ABANDON IN PLACE

(E) 2 1/2" HWS(E) 2 1/2" HWR(E) 2 1/2" CHWS

(E) 2 1/2" CHWR(E) 2 1/2" CHWR

(E) 2 1/2" CHWS

(E) 2 1/2" HWR(E) 2 1/2" HWS

411

M005

513

M005

3

2

1

7

6

3

KEYED NOTES:

1 EXISTING COOLING TOWER SHALL REMAIN AND BE ABANDONED IN PLACE. REMOVE (E) PIPING WHERE NOTED.

2 EXISTING CONDENSER WATER PIPING FROM ROOFTOP PENTHOUSE TO BASEMENT MECHANICAL ROOM SHALL REMAIN IN PLACE TO BE RE-USED FOR CHILLED WATER DUTY.

3 REMOVE (E) CS/R PIPING AS NOTED, REMAINING SHALL BE ABANDONED IN PLACE.



6 AT CONTRACTOR'S OPTION, THE EXISTING CONDUIT THAT WAS PREVIOUSLY SERVING POWER TO THE COOLING TOWER MAY BE RE-USED FOR CONTROLS.

7 REFERENCE ARCHITECTURAL DRAWINGS FOR INFILL OF WALL WHERE PIPES WILL BE REMOVED.



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HIGH ROOF MECHANICAL PLAN -DEMOLITION

M106

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KEYPLAN

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01/07/2020

Te

l.

P.P.

'B'

P.P.

'Q'

Trans.

Tel.

BF

P

7

7

8

8

9

9

10

10

11

11

12

12

13

13

P P

G G

D D

(E)

MC

C

(E) P - 7

(E) CHWR

(E) CHWS

(E) CHWR

(E) HWR

(E) HWS

(E)

CH

WS

(E)

CH

WR

(E) HWR

(E) HWS

(E) P - 5 (E) P - 6

(E) COMPRESSOR

(E) CHWS

(E) HWR

(E) HWS

(E)

CH

WS

(E)

CH

WR

(E)

HW

S

(E)

HW

R

(E)

HW

S

(E) CONDENSER WATER STORAGE TANK

(E) AHU - 2

(E) AHU - 3

(E) CHWR(E) CHWS

(E) HWR

(E) HWS

(E) CHWR(E) CHWS

(E) HWR(E) HWS

(E) HWR(E) HWS

(E) HWS

(E) CHWS

(E) CHWR

(E) HWR

(E)

CH

WS

(E)

CH

WR

(E)

HW

S

(E)

HW

R

(E) AHU - 1

6M005

4M005

2M005

P - 4P - 3

VFDVFD

6" CHW BYPASS

(E)

HT

WS

(E)

HT

WR

1

11

(E) CHILLED WATER EXPANSION TANK

EXISTING CONTROL PANELS

(E) F

CHWS/R

5

6

4

FM

NEW FLOW METER

3

AS - 1

2 2

(E) 3/4"


(E) CS

(E) HTWR

(E) HTWS

(E) HTWS

7

8

7

8

8

7

KEYED NOTES:

1 REFERENCE PIPING SCHEMATICS FOR ALL REUSED VALVES AND APPURTENANCES.

2 MOUNT VFD'S SERVING CHILLED WATER PUMPS ON WALL OR ON UNISTRUT NEAR PUMPS. MAINTAIN ALL NEC CLEARANCES.

3 REFERENCE KEYED NOTE #7 ON SHEET M100 FOR INSTRUCTIONS ON ADDED BOILER DRAIN VALVES.

4 REPLACE EXISTING VALVES WITH NEW BUTTERFLY VALVES.

5 INSTALL NEW BUTTERFLY VALVES IN 3" CHWS/R FOR ISOLATION OF CHILLED WATER PIPING SERVING AHU-6AND AHU-7 IN HIGH ROOF PENTHOUSE.

6 CONDENSER WATER PIPING IS REPURPOSED FOR CHILLED WATER PIPING AS PART OF THIS PROJECT (PIPE LABELING REVISED ACCORDINGLY).

7 PIPING NO LONGER IN USE/ABANDONED IN PLACE.

8 EQUIPMENT NO LONGER IN USE/ABANDONED IN PLACE.



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MECHANICAL EQUIPMENT ROOMPLAN - MECHANICAL

M200

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KEYPLAN

10-09-19 DD SET

11-14-19 80% CD


01/07/2020

17

17

18

18

P P

G G

(E) AHU - 4

(E) AHU - 5

(E) HWS

(E) HWR

(E) CHWS

(E) CHWR

10M005

8M005

DPT

1

KEYED NOTES:

1 INSTALL NEW DIFFERENTIAL PRESSURE TRANSMITTER FOR CHILLED WATER PUMP VFD CONTROL AT THIS LOCATION.



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LOW ROOF PENTHOUSEMECHANICAL PLAN

M205

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KEYPLAN

10-09-19 DD SET

11-14-19 80% CD


01/07/2020

7

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10

10

11

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12

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S S

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D D

(E) AHU - 7(E) COOLING TOWER

(E) AHU - 6

CH - 1

(E) 2 1/2" HWS(E) 2 1/2" HWR

(E) 2 1/2" CHWS

(E) 2 1/2" CHWR

(E) 2 1/2" CHWR(E) 2 1/2" CHWS(E) 2 1/2" HWR

(E) 2 1/2" HWS

12M005

14M005

1

2

3DPT

4CHWS/R PIPING RACKED ON WALL

6" CHWS/R 5

6

KEYED NOTES:

1 INSTALL NEW BUTTERFLY ISOLATION VALVES IN PIPING PRIOR TO PIPES LEAVING PENTHOUSE. PROVIDE MANUAL AIR VENT AND HOSE END DRAIN VALVE DOWNSTREAM OF BUTTERLY VALVES TO ALLOW FOR OUTDOOR PIPING TO BE DRAINED. SYSTEM SHALL BE FILLED WITH 30% PROPYLENE GLYCOL TO AVOID FREEZING OR THE NEED TO DRAIN DOWN DURING NORMAL OPERATION. PIPES LEAVING PENTHOUSE SHALL BE ROUTED THROUGH EXISTING ABANDONED ARCHITECTURAL LOUVER. SEAL PIPE PENETRATIONS AT GALVANIZED INFILL IN MECHANICAL PENTHOUSE.

2 EXISTING 6" CONDENSER WATER PIPING IS RE-USED FOR CHILLED WATER DUTY. PIPING SYSTEM SHALL BE COMPLETELY FLUSHED WITH CLEANING SOLUTION AND DRAINED PRIOR TO BEING FILLED WITH WATER/GLYCOL SOLUTION.

3 AT CONTRACTOR'S OPTION, THE EXISTING CONDUIT THAT WAS PREVIOUSLY SERVING POWER TO THE COOLING TOWER MAY BE RE-USED FOR CONTROLS.

4 INSTALL NEW DIFFERENTIAL PRESSURE TRANSMITTER FOR CHILLED WATER PUMP VFD CONTROL AT THIS LOCATION.

5 ROUTE NEW 6" CHWS/R UP AND OVER EXISTING DUCTWORK, BOTTOM OF PIPE INSULATION WILL BE APPROXIMATELY 7'-0" AFF. NOTE DEMOLITION OF (2) EXISTING ABANDONED BLACK STEEL PIPES WILL BE REQUIRED TO PROVIDE CLEARANCE FOR NEW PIPE ROUTING.

6 REFERENCE STRUCTURAL DRAWINGS FOR DETAIL OF PIPE SUPPORT FROM STRUCTURAL FRAME. PIPES ARE INSTALLED APPROXIMATELY 7'-0" ABOVE FINISHED ROOF.



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HIGH ROOF MECHANICAL PLAN

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KEYPLAN

10-09-19 DD SET

11-14-19 80% CD


01/07/2020

AV

AV

ER

R

P

P

M

PB

J

J

LIGHTING AND POWER

SURFACE MOUNTED CEILING FIXTURE(# INDICATES FIXTURE NUMBER IN SCHEDULE)

SHADING INDICATES FIXTURE ON EMERGENCYCIRCUIT OR WITH BATTERY BACKUP

STRIP LIGHT(# INDICATES FIXTURE NUMBER IN SCHEDULE)

BRACKET FIXTURE(# INDICATES FIXTURE NUMBER IN SCHEDULE)

SINGLE POLE SWITCH

DOUBLE POLE SWITCH

3-WAY SWITCH

4-WAY SWITCH

DOOR SWITCH

DUPLEX RECEPTACLE"G" SUBSCRIPT INDICATED GFCI,"S" SUBSCRIPT INDICATES SAFETY TYPE, "U" SUBSCRIPTINDICATED COMBINATION USB CHARGING STATION

ISOLATED GROUND DUPLEX RECEPTACLE

HOSPITAL GRADE DUPLEX RECEPTACLE

RED DUPLEX RECEPTACLE

DUPLEX RECEPTACLE - SPLIT WIRED

LIGHTING PANEL

DISTRIBUTION PANEL, SWITCHBOARD, ORMOTOR CONTROL CENTER

WALL MOUNTED JUNCTION BOX

JUNCTION BOX("F" INDICATES FLOOR, "C" INDICATES CEILING)

ENCLOSED CIRCUIT BREAKER

FIXTURE TRACK(# INDICATES FIXTURE NUMBER IN SCHEDULE)

CEILING MOUNTED EXIT LIGHT WITHDIRECTIONAL ARROW, SHADING INDICATES FACE(# INDICATES FIXTURE NUMBER IN SCHEDULE)

SYMBOL DESCRIPTION

EMERGENCY BATTERY LIGHT(# INDICATES FIXTURE NUMBER IN SCHEDULE)

POLE LUMINAIRE(S)(# INDICATES FIXTURE NUMBER IN SCHEDULE)

ABOVE GRADE FIXTURE(# INDICATES FIXTURE NUMBER IN SCHEDULE)

CEILING FAN - NUMBER OF BLADES IN SCHEDULE(# INDICATES FIXTURE NUMBER IN SCHEDULE)

PHOTOCELL CEILING MOUNTED

SINGLE POLE MANUAL MOTOR STARTER WITH THERMAL OVERLOAD AND PILOT LIGHT

WELDER RECEPTACLE NEMA 6-50 (250V 50A)

SPECIAL PURPOSE RECEPTACLE(NEMA CONFIGURE AS NOTED)

HORIZONTAL MOUNTED DUPLEX RECEPTACLE

MULTI-OUTLET ASSEMBLY - LENGTH AS INDICATED

CORD AND PLUG

SPECIAL PURPOSE HOMERUN AS INDICATED

CONDUIT SEAL

CIRCUIT DOWN

CIRCUIT UP

CONDUIT STUB-OUT

CIRCUIT BREAK

SINGLE PHASE MAGNETIC MOTOR STARTER

THREE PHASE MAGNETIC MOTOR STARTER

COMBINATION MAGNETIC STARTER/DISCONNECT

SAFETY SWITCH(FUSED UNLESS OTHERWISE NOTED)

LIGHTING CONTACTOR

RELAY

TIME SWITCH HOMERUN TO PANEL (NUMBER OF ARROWSINDICATES NUMBER OF CIRCUITS)

BRANCH CIRCUIT CONCEALED IN FLOOR(UNDERGROUND IF EXTERIOR)

BRANCH CIRCUIT - CONCEALED IN CEILING OR WALL

BRANCH CIRCUIT - EXPOSED

RANGE RECEPTACLE NEMA 14-50 (125/250V 50A)

DRYER RECEPTACLE NEMA 14-30 (125/250V 30A)

SIMPLEX RECEPTACLE

ISOLATED GROUND DOUBLE DUPLEX RECEPTACLE

FLOOR MOUNTED DUPLEX RECEPTACLE

CEILING MOUNTED DUPLEX RECEPTACLE

SWITCH AND FUSTAT

SWITCH AND FUSE

WALL MOUNTED OCCUPANCY SENSOR / SWITCH(# INDICATES SENSOR TYPE IN SCHEDULE)

CEILING MOUNTED OCCUPANCY SENSOR(# INDICATES SENSOR TYPE IN SCHEDULE)

MOMENTARY CONTACT SWITCH

WALL OR END MOUNTED EXIT LIGHT WITHDIRECTIONAL ARROW, SHADING INDICATES FACE(# INDICATES FIXTURE NUMBER IN SCHEDULE)

MANUAL DIMMER OR FAN SPEED CONTROL(# INDICATES WATTAGE: "6"-600W, "10"-1000W,"15"-1500W, "20"-2000W, "F"-FAN SPEED CONTROL)

PUSH BUTTON STATION

X

PULL BOX

CEILING MOUNTED DOUBLE DUPLEX RECEPTACLE

CEILING MOUNTED RED DUPLEX RECEPTACLE

CEILING MOUNTED SIMPLEX RECEPTACLE

RED DOUBLE DUPLEX RECEPTACLE

G,S,U

W

TRANSFORMERT

PHOTOCELL WALL MOUNTED

2

3

4

D

MC

TE

#

#

#

#

##

#

#

#

#

#

THEATER SPOT LIGHT(# INDICATES FIXTURE NUMBER IN SCHEDULE)

#ARROW INDICATES WALL WASH FIXTURE

#

#

#

#

AUTOMATIC TRANSFER SWITCHATS

#

WALL CLOCK HANGER RECEPTACLE

DIMMING/RELAY PANEL

TIMER SWITCHT

#

UNDERCABINET LIGHT(# INDICATES FIXTURE NUMBER IN SCHEDULE)

#

#

#

#

#

RECESSED MOUNTED CEILING FIXTURE(# INDICATES FIXTURE NUMBER IN SCHEDULE)

PENDANT MOUNTED CEILING FIXTURE(# INDICATES FIXTURE NUMBER IN SCHEDULE)

SURFACE MOUNTED WALL FIXTURE(# INDICATES FIXTURE NUMBER IN SCHEDULE)

RECESSED MOUNTED WALL FIXTURE(# INDICATES FIXTURE NUMBER IN SCHEDULE)

#

TRACK MOUNTED FIXTURE(# INDICATES FIXTURE NUMBER IN SCHEDULE)

#

MOTOR (# INDICATES HORSEPOWER)

COMBINATION POWER/DATA/AV WALL RECEPTACLE(# INDICATES TYPE IN SCHEDULE)#

#

IN GRADE/FLOOR FIXTURE(# INDICATES FIXTURE NUMBER IN SCHEDULE)

EMERGENCY LIGHTING RELAY

CEILING MOUNTED SPECIAL PURPOSE RECEPTACLE

#

COMBINATION CEILING MOUNTED EXIT /EMERGENCY BATTERY LIGHT WITHDIRECTIONAL ARROW, SHADING INDICATES FACE(# INDICATES FIXTURE NUMBER IN SCHEDULE)

COMBINATION WALL MOUNTED EXIT /EMERGENCY BATTERY LIGHT WITHDIRECTIONAL ARROW, SHADING INDICATES FACE(# INDICATES FIXTURE NUMBER IN SCHEDULE)

#

#

SYMBOL DESCRIPTIONSYMBOL DESCRIPTION

COMBINATION POWER/DATA OUTLET("#" INDICATES TYPE IN SCHEDULE)

COMBINATION POWER/DATA/AV OUTLET("#" INDICATES TYPE IN SCHEDULE)

COMBINATION POWER/AV OUTLET("#" INDICATES TYPE IN SCHEDULE)

#

#

#

#

MECH EQUIPMENT WITH ELEC CONNECTION, SEEMECHANICAL/ELECTRICAL COORDINATION SCHEDULE

(1) DUPLEX, (1) DUPLEX AUTOMATICALLY CONTROLLED

DOUBLE DUPLEX RECEPTACLE

DUPLEX RECEPTACLE - SPLIT WIRED(1) DUPLEX, (1) DUPLEX AUTOMATICALLY CONTROLLED

LIGHTING CIRCUIT/ZONE BOUNDARYLIGHTING ZONE CIRCUIT DESIGNATION, "XX" INDICATESPANEL NAME, "##" INDICATES CIRCUIT NUMBER

XX-##XX

ELECTRICAL SYMBOLS

T

AQ

S

B

C

MISCELLANEOUS

SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION

CHIME

THERMOSTAT

WALL MOUNTED CLOCK

COMBINATION CLOCK / SPEAKER UNIT

DOUBLE FACE CLOCK

AQUASTAT

BUZZER

ELECTRIC SOLENOID VALVE

DF

BELL

SUBSCRIPTS

SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION

SUBSCRIPT "EP" APPLIED TO ANY SYMBOLINDICATES EXPLOSION PROOF,CLASS, GROUP AND DIVISION AS NOTED

SUBSCRIPT "E" ADDED TO ANY SYMBOLINDICATES EXISTING

SUBSCRIPT "PD" ADDED TO ANY FLOOR OUTLETINDICATES PEDESTAL MOUNTED

SUBSCRIPT "AC" ADDED TO ANY SYMBOL INDICATES ABOVE COUNTER. LOCATE CENTER OF DEVICE 4" ABOVE COUNTER SURFACE OR WHERE PRESENT, 4" ABOVE BACKSPLASH. WHERE INDICATEDADJACENT TO LAVATORY WITHOUT COUNTER, LOCATE CENTER OF DEVICE 8" ABOVE RIM OF LAVATORY.

SUBSCRIPT "RT" APPLIED TO ANY SYMBOLINDICATES RAIN TIGHT NEMA 3ROR EQUIVALENT

SUBSCRIPT "K" ADDED TO ANY SYMBOLINDICATES KEY OPERATED

SUBSCRIPT "WG" ADDED TO ANY SYMBOLINDICATES WIRE GUARD

SUBSCRIPT "WP" APPLIED TO ANY SYMBOLINDICATES WEATHERPROOF NEMA TYPE 4OR EQUIVALENT

SUBSCRIPT "P" ADDED TO ANY SYMBOLINDICATES PILOT LIGHT

EP RT WP

E

PD

AC

K

WG

P

GENERAL NOTES:

1. ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND LOCAL CODES HAVING JURISDICTION.

2. THE ELECTRICAL CONTRACTOR SHALL OBTAIN PERMITS AND PAY SUCH FEES AS MAY BE NECESSARY FOR INSPECTIONS, TESTS, AND OTHER SERVICES NECESSARY FOR THE COMPLETION OF THIS WORK.

3. CONTRACTOR SHALL VISIT THE SITE AND EXAMINE CONDITIONS OF THE PREMISES AND THE CHARACTER AND EXTENT OF WORK REQUIRED PRIOR TO SUBMISSION OF BIDS. ANY DIFFICULTIES IN COMPLYING WITH THE DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE BIDDING.

4. IT IS THE INTENT OF THESE DRAWINGS AND OTHER RELATED DOCUMENTS TO PRODUCE A COMPLETE AND FUNCTIONING ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL PROVIDE LABOR, MATERIAL, AND OTHER SERVICES AS MAY BE NECESSARY TO ACHIEVE THIS PRODUCT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT AY DISCREPANCIES IN THE PLANS AND SPECIFICATIONS THAT WILL AFFECT THE WORK, PRIOR TO SUBMISSION OF BID.

5. IF, DURING THE COURSE OF THE WORK, THE CONTRACTOR EXPERIENCES A PROBLEM WITH THE PERFORMANCE OF THE INSTALLATION RELATIVE TO THE PLANS AND SPECIFICATIONS, THE NATIONAL ELECTRICAL CODE, OTHER APPLICABLE CODES, AND GOVERNING DOCUMENTS, THE CONTRACTOR SHALL BRING THE PROBLEM TO THE ATTENTION OF THE ARCHITECT AND/OR THE ENGINEER FOR RESOLUTION PRIOR TO EXECUTION OF THE WORK.

6. MATERIAL SHALL BE NEW AND BEAR THE UL LABEL LISTED APPROVAL FOR ITS INSTALLED APPLICATION.

7. MAJOR COMPONENTS OF THE ELECTRICAL SYSTEMS SUCH AS SAFETYDISCONNECT SWITCHES AND PANELBOARDS SHALL BE BY THE SAME MANUFACTURER AND SHALL AS LISTED IN THE SPECIFICATIONS.

8. CIRCUIT BREAKERS USED FOR SWITCHING OF LIGHTING OR SIGN CIRCUITS SHALL BE APPROVED FOR SWITCHING DUTY AND SHALL BE MARKED "SWD" IN ACCORDANCE WITH NEC ARTICLE 240.83 (d).

9. PROVIDE "LOCKING" TYPE DEVICES ON CIRCUIT BREAKERS CONNECTED TO EMERGENCY AND NIGHT LIGHTING, SIGNS, FIRE ALARM, AND SECURITY SYSTEMS.

10. SWITCHES, DUPLEX RECEPTACLES, AND TELEPHONE OUTLETS TO BE FLUSH MOUNTED THROUGHOUT.

11. SERVICE EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH NEC ARTICLE 250.

12. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR EXACT LOCATIONS OF HVAC EQUIPMENT.

13. SEE REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHT FIXTURES.

14. ELECTRICAL PLANS ARE DIAGRAMMATIC. DO NO SCALE DRAWINGS.

15. CONSULT PLANS OF ALL OTHER TRADES FOR COORDINATION AND FOR RELATEDAND ADJOINING WORK.

16. CONSULT ARCHITECTURAL AND STRUCTURAL PLANS AND DETAILS FOR CONSTRUCTION TYPE, HEADROOM, ROOM FINISHES, CEILINGS, ETC.

17. WORK SHALL BE DONE AT SUCH TIMES AND IN SUCH A MANNER AS WILL LEAST INTERFERE WITH THE MAINTENANCE AND OPERATION OF RELATED OR AFFECTED SYSTEMS. POWER OUTAGES, IF NECESSARY, SHALL BE COORDINATED WITH OWNER.

18. THE CORRECT NUMBER OF WIRES MAY NOT BE INDICATED FOR ALL CIRCUITS, ONLY THOSE WHERE CLARIFICATION IS NECESSARY. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WIRES NECESSARY FOR THE PROPER FUNCTION OF THE SYSTEM.

19. EMPTY CONDUIT RUNS IN EXCESS OF 10 FT. SHALL BE PROVIDED WITH A PULL WIRE OR FISH TAPE/CORD.

20. BRANCH CIRCUIT CONDUCTORS FROM THE PANEL TO THE FIRST OUTLET SHALL BE INCREASED TO THE NEXT LARGER SIZE WHERE THE LENGTH OF THE HOME RUN EXCEEDS 100FT. ON 120/208V CIRCUITS.

21. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SIZING OF MOTOR OVERLOAD DEVICES IN STARTERS BASED ON ACTUAL NAMEPLATE RATINGS ON THE MOTORS BEING INSTALLED.

22. CONTRACTOR SHALL NOTE UL LABELS ON PACKAGE TYPE MECHANICAL EQUIPMENT. IF UL LABEL ON MECHANICAL EQUIPMENT CALLS FOR THE OVERCURRENT PROTECTIVE DEVICE TO BE FUSES, THE ELECTRICAL CONTRACTOR SHALL PROVIDE A FUSED DISCONNECT SWITCH WITH PROPER SIZE FUSES AT THE SWITCH LOCATION INDICATED ON DRAWINGS.

23. CONTRACTOR SHALL VERIFY WIRE SIZES, CIRCUIT BREAKER, AND FUSE RATINGS FOR ALL HVAC EQUIPMENT, AND BRING TO THE ATTENTION OF THE ARCHITECT AND/OR THE ENGINEER ANY DISCREPANCIES AFFECTING THE WORK PRIOR TO PROCEEDING.

24. HORSEPOWER RATINGS INDICATED ON DRAWING MAY DIFFER FROM ACTUAL EQUIPMENT FURNISHED. IF FURNISHED EQUIPMENT DIFFERS FROM RATINGS ON DRAWINGS, CONTRACTOR SHALL NOTIFY ARCHITECT AND/OR THE ENGINEER FOR APPROPRIATE ACTION TO BE TAKEN.

25. PROVIDE APPROVED "HACR" TYPE CIRCUIT BREAKERS FOR HEATING, AIRCONDITIONING, AND REFRIGERATION EQUIPMENT INDICATED FOR CONNECTIONON ELECTRICAL DRAWINGS.

26. DEVICES AND COVERPLATES SHALL BE CONSTRUCTED OF MOLDED NYLON MATERIALS. COLOR OF DEVICES AND MATCHING COVERPLATES SHALL BE AS SELECTED BY THE ARCHITECT.

27. THE CONTRACTOR SHALL GUARANTEE WORK AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY OWNER.

28. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO COORDINATE SERVICE REQUIREMENTS FOR POWER AND TELEPHONE UTILITIES.

29. PROVIDE A #10 NEUTRAL CONDUCTOR FOR MULTI-WIRE RECEPTACLE BRANCH CIRCUITS.

30. FOR EQUIPMENT RATED 100 AMPS OR LESS, THE CONTRACTOR SHALL PROVIDE TERMINATIONS WHICH ARE LISTED FOR USE AT 75 DEGREE C OR PROVIDE WIRING SIZED USING THE 60 DEGREE C AMPACITY.

31. CONTRACTORS AND SUBCONTRACTORS SHALL CONSULT THE CIVIL, ARCHITECTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS TO PROPERLY CONSTRUCT THIS PROJECT.

32. REFER TO CIVIL, ARCHITECTURAL, PLUMBING, MECHANICAL, OR ELECTRICAL DRAWINGS FOR OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS, ETC.

33. BEFORE ORDERING MATERIALS OR DOING ANY WORK, THE CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGES OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTORS' OR SUBCONTRACTORS' FAILURE TO COMPLY WITH THIS REQUIREMENT.



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ELECTRICAL COVER SHEET

E001

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KEYED NOTES:

1 DISCONNECT SWITCH TO BE TURNED OVER TO OWNER.

REFER TO MECHANICAL/ELECTRICAL COORDINATION SCHEDULE, THIS SHEET, FOR CONDUCTOR INFORMATION. SEE E201 FOR PROPOSED CONDUIT PATH. EC TO VERIFY ROUTING. IT IS ACCEPTABLE TO PREPOSE ALTERNATE ROUTING PATHWAY FOR UNC TO REVIEW AND APPROVE, PROVIDED THERE IS NO ADDITIONAL COST.

LOAD REMOVED FROM MCC = 156,553 VA. LOAD ADDED 64,848. LOAD ADDED IS LESS THAN LOAD REMOVED.

REMOVE EXISTING 400A CABLES TAPPED INTO SWITCHBOARD BUS.

PROVIDE GE ENGINEERED BUS TAP SHOP DRAWING TO ACCOMMODATE 800A, 3PH, 4W BUSTAP. SUBMIT FOR ENGINEER PRIOR TO EQUIPMENT PURCHASE.

REFER TO SPEC SECTIOJN 01 10 00 1.6 FOR OUTAGE REQUIREMENTS.

2

3

4

5

6

PANEL

"HMDP"

300A3P

MT

F

EXISTING PRIMARY 1600A BUS DUCT

EXISTING MAIN DISTRIBUTION SWITCHBOARD 'MSB'480Y/277V, 3PHASE, 4 WIRE, 1600A BUS

MCKEE 149 MAIN ELECTRIACL ROOM

200A3P

200A

800A3P

800A

600A3P

600A

PANEL 'E'

800A BUS DUCT

PANEL

"MCC"

ALL DEVICES ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED.

30A

30A

30A3P

30A

100A3P

70A

200A3P

200A

100A3P

100A

SPACE

TVSS

SPARE

SPACE

ELEVATOR PNL 'C' PNL 'B'

100A 100A400A3P

225A

PNL 'A'

400A3P

SPARE

1600A3P

1

(E) (E)

400AS

400AF

800AS

700AF

CH-1

100AS

100AF

3[(4#400 KCMIL + 1/0G)3"C] (4#2 + #8G)1-1/2"C

(N) (N)

(N)

4

56

UNC OWNED

2

ISC #1

ISC #2

ISC #3ISC #5

LOADING SUMMERY ON MAIN SWBD:125% OF MAXIMUM DEMAND FOR LAST 12 MONTHS = 425 kVANET ADDED LOAD = 406.8 kVATOTAL: = 832 kVA

= 1,001 AMPS



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ELECTRICAL ONE-LINE ANDSCHEDULES

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[3] HARMONIC FILTERING PROVIDED BY CHILLER MANUFACTURER. ELECTRCIAL CONTRACTOR TO CONNECT.

[2] UNIT INCLUDED WITH FACTORY WIRED GFCI MAINTENANCE RECEPTACLE.

[1] PER UNC REQUIREMENTS ONLY COPPER CONDUCTORS ARE ACCEPTABLE.

REMARKS:

E. WHERE DISCONNECT IS NOT INDICATED ON PLANS, LOCATE AT EQUIPMENT PER NEC.

D. ELECTRICAL CONTRACTOR SHALL PROVIDE CIRCUIT TO EQUIPMENT AS INDICATED.

C. DISCONNECTS SHALL BE FUSIBLE UNLESS NOTED OTHERWISE.

B. FRACTIONAL HORSEPOWER SINGLE PHASE MOTORS SHALL BE PROVIDED WITH INTEGRAL OVERLOAD PROTECTION.

WITH RATINGS OTHER THAN AS NOTED SHALL BE RESPONSIBLE FOR COORDINATION AND COSTS FOR REVISIONS TO ACCOMMODATE SELECTED EQUIPMENT.

UNIT, DISCONNECTS, OVERCURRENT DEVICES AND RELATED REVISIONS SHALL BE PROVIDED ACCORDINGLY. THE CONTRACTOR THAT FURNISHES EQUIPMENT

A. VERIFY/COORDINATE RATINGS FOR EQUIPMENT SUPPLIED BY THE SELECTED MANUFACTURER. WHERE RATINGS ARE OTHER THAN AS REQUIRED FOR SPECIFIED

GENERAL NOTES:

P-4 CHILLED WATER PUMP 30 HP 480 3 10k (3#6+#8G)1"C MCC-27 MC/MC VFD100A SW70A FUSE

N1 [1],[3]

P-3 CHILLED WATER PUMP 30 HP 480 3 10k (3#6+#8G)1"C MCC-26 MC/MC VFD100A SW70A FUSE

N1 [1].[3]

CH-1 AIR COOLED CHILLER600AMCA

480 3 65k2[(4-350KCMIL+#1G)2-1/2"C] MSB MC/- NF 800A N3R [1],[2],[3]

MARK DESCRIPTION LOAD V PHSCCR

RATINGFEEDER OR

BRANCH CIRCUITPANEL

-CIRCUITFURNISHED BY/INSTALLED BY

TYPERATING(AMPS)

ENCL REMARKS

EQUIPMENT ELECTRICAL DATA DISCONNECT

MCA MINIMUM CIRCUIT AMPACITY KW KILOWATTS W WATTS SS SAFETY SWITCH NF NON-FUSED

MC MECHANICAL CONTRACTOR FLA FULL LOAD AMPS V VOLTAGE SF SWITCH AND FUSTAT HP HORSEPOWER

EC ELECTRICAL CONTRACTOR A AMPS PH PHASE S SWITCH ENCL ENCLOSU...

ABBREVIATIONS:

MECHANICAL/ELECTRICAL COORDINATION SCHEDULE

[6] UNC TO HAVE RIGHT OF FIRST REFUSAL FOR ALL DEVICES REMOVED.

[5] NEW DEVICES TO MATCH EXISTING AIC RATING.[4] EXISTING DEVICE TO BE REMOVED AND REPLACED WITH NEW.

[3] REMOVE EXISTING MOTOR STARTER BUCKET AND REPLACE WITH 100A BRANCHCIRCUIT BREAKER BUCKET RATED FOR 30HP MOTOR

[2] CIRCUIT BREAKER TYPE DISCONNECT.

[1] DEVICE REMOVED DURING DEMOLITION.

REMARKS 117 MIN. FEEDER AMPS

97063 TOTAL VA

0 0% SPARE

88957 EMD

NONCONC. 0 0 0

MISC 0 1 0

KITCHEN 0 0.65 0

EQUIP 88957 1 88957

LIGHTING 0 1 0

RECEPT 0 NEC 0

LOAD TYPE LOAD IN VA FACTOR DIV LOAD

32 NEMA 1 4157 CC-131 NEMA 1 4157 CC-130 NEMA 2 [1],[6] SPARE29 NEMA 2 [1],[6] SPARE28 NEMA 2 [1],[6] SPARE27 [3] [4],[5].[6] 32424 P-426 [3] [4],[5],[6] 32424 P-325 NEMA 1 [1],[6] SPARE24 NEMA 1 1164 P-823 NEMA 1 [1],[6] SPARE22 NEMA 1 3991 P-621 NEMA 1 3991 P-520 NEMA 1 [1],[6] SPARE19 NEMA 1 1164 P-1418 NEMA 1 [1],[6] SPARE17 NEMA 1 1496 P-1216 NEMA 1 [1],[6] SPARE15 NEMA 1 1496 P-1014 NEMA 1 [1],[6] SPARE13 NEMA 1 831 P-2012 NEMA 1 [1],[6] SPARE11 NEMA 1 831 P-1810 NEMA 1 [1],[6] SPARE9 NEMA 1 831 P-168 NEMA 1 SPARE7 NEMA 1 SPARE6 NEMA 1 SPARE5 NEMA 1 SPARE4 NEMA 2 SPARE3 NEMA 3 SPARE2 NEMA 3 SPARE1 [2] [1],[6] SPARE

CKT # STARTER REMARKS LOAD VA DESCRIPTION

MOTOR CONTROL CENTER

[5] AMPS AVAIL FAULT

300 AMP MLO

480/277V 3 PHASE 4 WIRE W/ GND BAR

MCC

SCALE: 12" = 1'-0"1 ELECTRICAL ONE-LINE DIAGRAM

3

Isc = 34,973

Isc = Isc(MDP) X M

M = 0.520

M = 1/(1+F)

F = 0.924

F = 1.732 X 150 X 67,302 / 2 X 19,703 X 480

F = [1.732 X LENGTH X Isc(MDP)] / [# RUNS X WIRE FACTOR X VOLTAGE]

POINT #5 - AT CH-1

Isc = 8,827

Isc = Isc(PREV) X M

M = 0.212

M = 1/(1+F)

F = 3.718

F = 1.732 X 60 X 41,640 / 1 X 2,425 X 480

F = [1.732 X LENGTH X Isc(PREV)] / [# RUNS X WIRE FACTOR X VOLTAGE]

POINT #4 - AT NEW P-3 AND...

Isc = 41,640

Isc = Isc(PREV) X M

M = 0.847

M = 1/(1+F)

F = 0.180

F = 1.732 X 20 X 49,134 / 1 X 19,703 X 480


POINT #3 - AT MCC

Isc = 49,134

Isc = Isc(PREV) X M

M = 0.730

M = 1/(1+F)

F = 0.370

F = 1.732 X 60 X 67,302 / 2 X 19,703 X 480


POINT #2 - AT PANEL...

Isc = 67,302 FAULT CURRENT VALUE FROM RECORD DRAWINGS.

POINT #1 - AT MSB

Isc CALCULATION - 3 PHASE

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(E) P - 4(E) P - 3

(E) P - 2(E) P - 1


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(E) AHU - 3

(E) AHU - 1

1

1

1

5

4

2 2

3 3

6

666

6

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6

KEYED NOTES:

1 EXISTING COOLING COIL PUMP ASSOCIATED WITH THIS AIR HANDLING UNIT TO BE DISCONNECTED FOR REMOVAL. DISCONNECT AND CONDUCTORS TO BE REMOVED BACK TO MCC. EXISTING MOTOR CONTROLLER AND DISCONNECT AT MCC TO REMAIN AND BE MARKED AS SPARE. CONDUIT CAN BE REUSED FOR CONTROLS CABLING.

EXISTING CONDENSOR WATER PUMP TO BE DISCONNECTED FOR REMOVAL. DISCONNECT AND CONDUCTORS TO BE REMOVED BACK TO MCC. EXISTING MOTOR CONTROL BUCKET TO BE REMOVED FOR INSTALLATION OF NEW CHILLED WATER PUMPS.

EXISTING CHILLED WATER PUMPS TO BE DISCONNECTED FOR REMOVAL. DISCONNECT AND CONDUCTORS TO BE REMOVED BACK TO MCC. EXISTING MOTOR CONTROL BUCKET TO REMAIN AND BE MARKED AS SPARE.

EXISTING HTHW PUMP TO BE DISCONNECTED FOR REMOVAL. DISCONNECT AND CONDUCTORS TO BE REMOVED BACK TO MCC. EXISTING MOTOR CONTROL BUCKET TO REMAIN AND BE MARKED AS SPARE.

EXISTING ABSORPTION CHILLER TO BE DISCONNECTED FOR REMOVAL. DISCONNECT AND CONDUCTORS TO BE REMOVED BACK TO MCC. EXISTING MOTOR CONTROL BUCKET TO REMAIN AND BE MARKED AS SPARE.

EXISTING EQUIPMENT TO REMAIN.

2

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MECHANICAL EQUIPMENT ROOMELECTRICAL PLAN - DEMOLITION

E100

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KEYED NOTES:

1 EXISTING COOLING COIL PUMP ASSOCIATED WITH THIS AIR HANDLING UNIT TO BE DISCONNECTED FOR REMOVAL. DISCONNECT AND CONDUCTORS TO BE REMOVED BACK TO MCC. EXISTING MOTOR CONTROLLER AND DISCONNECT AT MCC TO REMAIN AND BE MARKED AS SPARE. CONDUIT CAN BE REUSED FOR NEW CONTROLS CABLING.



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PENTHOUSE ELECTRICAL PLAN -DEMOLITION

E105

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(E) AHU - 7

(E) COOLINGTOWER

1

21

KEYED NOTES:

1 EXISTING COOLING COIL PUMP ASSOCIATED WITH THIS AIR HANDLING UNIT TO BE DISCONNECTED FOR REMOVAL. DISCONNECT AND CONDUCTORS TO BE REMOVED BACK TO MCC. EXISTING MOTOR CONTROLLER AND DISCONNECT AT MCC TO REMAIN AND BE MARKED AS SPARE. CONDUIT CAN BE REUSED FOR NEW CONTROLS CABLING.

EXISTING COOLING TOWER TO BE DISCONNECTED FOR REMOVAL. DISCONNECT AND CONDUTORS TO BE REMOVED BACK TO MCC. EXISTING MOTOR CONTROLLER AND DISCONNECT AT MCC TO REMAIN AND BE MARKED SPARE. CONDUIT CAN BE REUSED FOR NEW CONTROLS CABLING. PATCH AND REPAIR WALL/ROOF PENETRATIONS LEFT AFTER CONDUIT DEMO.

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HIGH ROOF ELECTRICAL PLAN - DEMOLITION

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P - 3 P - 4

11

2 2VFD VFD

4

M049

MECH

KEYED NOTES:

1 ELECTRICAL CONTRACTOR TO MAKE FINAL CONNECTIONS TO NEW VFD AND PUMP. VFD AND CONTROL WIRING BY DIVISION 23.

NEW PUMP IN EXISTING LOCATION. PUMP TO BE CONNECTED TO NEW CIRCUIT BREAKER BUCKET IN EXISTING MOTOR CONTROL CENTER 'MCC'.

EXISTING MOTOR CONTROL CENTER 'MCC'.

PROVIDE NEW HARD WIRED CONNECTION, DUPLEX RECEPTACLE AND DATA DROP RACEWAY FOR NEW CONTROLS CABINET. COORDINATE EXACT LOCATION OF CONTROLS CABINET WITH CONTROLS CONTRACTOR PRIOR TO ROUGH-IN. CABINET CONNECTION AND DUPLEX RECETACLE TO BE CONNECTED TO EXISTING RECEPTACLE CIRCUIT IN MECH M049. CONTRACTOR TO VERIFY NEW TOTAL LOAD ON BRANCH CIRCUIT IS LESS THAN 1920 VA. CAT6 DATA DROP NIC, BY UNC.

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MECHANICAL EQUIPMENT ROOM PLAN - ELECTRICAL

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KEYED NOTES:

1 CONDUITS TO GO OUT FROM ELECTRICAL ROOM ABOVE LECTURE HALL ROOF.

CONUDIT TO GO UP EXTERIOR WALL FROM ABOVE LECTURE HALL ROOF TO ABOVE ACCESSABLE CEILING ON 3RD FLOOR. ALL EXPOSED CONDUIT TO BE PAINTED WHITE TO MATCH BUILDING EXTERIOR. COORDINATE EXACT COLOR WITH UNC FACILITIES.

CONDUIT FROM 3RD FLOOR TO 5TH FLOOR THOUGH STACKED ELECTRICAL CLOSETS.

CONDUIT UP TO NEW CHILLER ON ROOF. CONTRACTOR TO COORDINATE PENETRATION LOCATION WITH MECHANICAL CONTRACTOR AND DEVICE LOCATION.

FEEDER TO NEW CHILLER. REFERENCE MECHANICAL EQUIPMENT SCHEDLE FOR CONDUIT/CONDUCTOR REQUIREMENTS.

LOCATION OF MAIN SWITCHBOARD 'MSB'.

NEW 800A DISCONNECT SWITCH TO BE MOUNTED TO END OF SWITCHGEAR. SEE ONE-LINE FOR ADDITIONAL DETAILS.

NEW 100A DISCONNECT SWITCH TO BE MOUNTED TO END OF SWITCHGEAR. SEE ONE-LINE FOR ADDITIONAL DETAILS.

2

3

4

5

6

7

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8

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LEVEL 1 ELECTRICAL PLAN

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SCALE: 1/16" = 1'-0"1

LEVEL 1 CONDUIT ROUTING

SCALE: 1/16" = 1'-0"3

LEVEL 5 CONDUIT ROUTING

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SCALE: 1/16" = 1'-0"2 LEVEL 3 CONDUIT ROUTING

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(E) COOLING TOWER

(E) AHU - 7

(E) AHU - 6

1

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KEYED NOTES:

1 NEW AIR COOLED CHILLER CH-1 WITH INTEGRAL NON-FUSED DISCONNECT AND INEGRAL CONTROLS TRANSFORMER. COORDINATE WITH MECHANICAL FOR LOCATION OF SINGLE POINT CONNECTION PRIOR TO ROUGH-IN OF CONDUIT FROM MDC.

PROVIDE NEW HARD WIRED CONNECTION, DUPLEX RECEPTACLE AND DATA DROP RACEWAY FOR NEW CONTROLS CABINET. COORDINATE EXACT LOCATION OF CONTROLS CABINET WITH CONTROLS CONTRACTOR PRIOR TO ROUGH-IN. CABINET CONNECTION AND DUPLEX RECETACLE TO BE CONNECTED TO EXISTING RECEPTACLE CIRCUIT IN MECH M049. CONTRACTOR TO VERIFY NEW TOTAL LOAD ON BRANCH CIRCUIT IS LESS THAN 1920 VA. CAT6 DATA DROP NIC, BY UNC.

2



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HIGH ROOF ELECTRICAL PLAN

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SCALE: 1/8" = 1'-0"1

HIGH ROOF ELECTRICAL PLAN

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01/08/2020

electrical structural · 08/01/2020 · wt weight wtw wall to wall wwf welded wire fabric frp...

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