10-10- Plans- LIB131605 Draper Library HVAC AHU-1 Replacement-.pdf

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SLCo LIB131605 Draper Library HVAC AHU-1 Replacement - CONST
Solicitation number
SLCo LIB131605 Draper Library HVAC AHU-1 Replacement - CONST
Issued by
Utah

About this file

This construction documents package pertains to the replacement of Air Handler Unit 1 (AHU-1) at the Draper Library located at 1136 Pioneer Road in Draper, Utah, a project under the jurisdiction of Salt Lake County. The project involves the complete removal of the existing HVAC air handler unit and installation of a new packaged air handler unit (Trane SLHPF40EC model) with associated mechanical, structural, and architectural modifications. The new AHU-1 is specified to provide 16,000 CFM airflow capacity with single-zone VAV control, economizer functionality, modulating exhaust fan with direct space pressure control, and BACnet communication capabilities for integration with the building management system. The construction documents include architectural demolition and site plans, structural details for steel column and concrete pier foundations, mechanical equipment schedules, piping details, and control schematics. The project scope encompasses disconnection and reconnection of existing electrical circuits (120-volt 20 amp and 208-volt 350 amp), installation of new watertight conduit and conductors from the disconnect switch, removal and disposal of the existing unit, concrete slab infill work, installation of new steel supports and curb systems, and connection to existing ductwork. The construction documents were issued on June 8, 2026, and are prepared by GSBS Architects with mechanical engineering by Focus Mechanical Consulting and structural engineering by BHB Structural Engineers.

The specifications require the contractor to provide a complete operating system upon project completion and install all mechanical systems in accordance with the International Building Code, International Mechanical Code, International Fire Code, and International Plumbing Code. The contractor must coordinate electrical work with mechanical installation, field verify conditions prior to bidding, pressure test all natural gas, compressed air, and water piping at 150 percent of operating pressure for four hours, and provide seismic restraint design of non-structural components as a deferred submittal. The AHU-1 unit operates on 208-volt, three-phase electrical service with a minimum circuit ampacity of 257 amps and maximum overcurrent protection of 300 amps. The unit uses 30 percent propylene glycol heating fluid with a flow rate of 15 gallons per minute and provides net sensible cooling capacity of 362.87 MBH with an entering air temperature of 78 degrees dry bulb and 61 degrees wet bulb. The project requires submission of complete deferred submittals, as-built drawings, and operation and maintenance manuals in PDF format upon project closeout. A base bid alternate structure is specified with pricing to be submitted separately for the base bid and any bid alternates, clearly listed as amounts to be added to or deducted from the base bid.

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Text version

ALLEN

8044423-0301

JESSE DEE

L I

C E

N

S ED AR CH

I T

E C

T

S T

ATE OF UTA

H

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600P www.gsbsarchitects.com

259 WEST 1500 NORTH

HARRISVILLE, UTAH 84404

801.631.5776

MECHANICAL ENGINEERING:

FOCUS MECHANICAL CONSULTING

2766 SOUTH MAIN STREET

SALT LAKE CITY, UTAH 84115

801.355.5656

STRUCTURAL ENGINEERING:

BHB STRUCTURAL ENGINEERS

GSBS PROJECT NO.:

ISSUED DATE:

SLCO DRAPER LIBRARY AHU-1 REPLACEMENT

CONSTRUCTION DOCUMENTS

6/8/2026

2022.055.14

SALT LAKE COUNTY

SLCO DRAPER

LIBRARY AHU-1

REPLACEMENT

1136 Pioneer Rd, Draper, UT 84020

Enter Address Here -->

6/8/2026

6/8/2026

06/08/2026

PROJECT LOCATION

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600P www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

ABBREVIATIONS

VICINITY MAP DRAWING INDEX

REV

GRAPHIC SYMBOLS MATERIALS/LEGEND

BLOCKING, ROUGH WOOD

METAL (LARGE SCALE)

QUARRY/CERAMIC TILE

GRAVEL

EARTH

CONCRETE MASONRY UNIT

CONCRETE (POURED IN PLACE)

GYPSUM BOARD OR SETTING BEDS

INSULATION (BATT & BLANKET)

INSULATION (RIGID/SEMI-RIGID)

CONTINUOUS ROUGH WOOD

PLYWOOD

FACE BRICK

GRID

GRID

W1

100A

ELEVATION CONTROL POINT

OR DATUM POINT

EXTERIOR ELEVATION SYMBOL

ELEVATION IDENTIFICATION

SHEET WHERE ELEVATION IS DRAWN

WALL SECTION SYMBOL

SECTION REFERENCE/

SHEET WHERE SECTION IS DRAWN

BUILDING SECTION SYMBOL

SECTION REFERENCE/

SHEET WHERE SECTION IS DRAWN

DETAIL SYMBOL

DETAIL NUMBER/

SHEET WHERE DETAIL IS DRAWN

REVISION TAG

GRID LINES

NAME

#SHEET

SHEET

SHEET

SHEET

SHEET

SCALE

VIEW NAME

VIEW TITLE

VIEW NUMBER/

SHEET WHERE VIEW IS LOCATED

VIEW NAME/ VIEW SCALE

INTERIOR ELEVATION SYMBOL

ELEVATION IDENTIFICATION

SHEET WHERE ELEVATION IS DRAWN

#SHEET

ROOM TAG

ROOM NAME

ROOM NUMBER

WINDOW TAG

WINDOW OR STOREFRONT NUMBER

DOOR TAG

DOOR NUMBER

WOOD

COMPACTED FILL

FIREPROOFING

6/8/2026

2022.055.14

G001

DRAWING INDEX,

SYMBOLS AND

ABBREVIATIONS

SALT LAKE COUNTY

SLCO DRAPER

LIBRARY AHU-1

REPLACEMENT

1136 Pioneer Rd, Draper, UT 84020

Enter Address Here -->

CONSTRUCTION DOCUMENTS

ABV ABOVE

AFF ABOVE FINISH FLOOR

ADJ ADJUSTABLE

ALUM ALUMINUM

ASTM AMERICAN SOCIETY FOR TESTING MATERIALS

AB ANCHOR BOLT

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL OR ARCHITECT

AHJ AUTHORITY HAVING JURISDICTION (BUILDING

DEPARTMENT)

BP BASE PLATE

BSMT BASEMENT

BRG BEARING

BTWN BETWEEN

BITUM BITUMINOUS

BLKG BLOCKING

BD BOARD

BO BOTTOM OF

BLDG BUILDING

CLG CEILING

CL CENTER LINE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONST CONSTRUCTION

CONT CONTINUOUS

CFOI CONTRACTOR FURNISHED OWNER INSTALLED

CJ CONTROL JOINT

COORD COORDINATE

DEMO DEMOLISH / DEMOLITION

DEPT DEPARTMENT

DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DW DISHWASHER

DBL DOUBLE

DN DOWN

DRWR DRAWER

DWGS DRAWINGS

EA EACH

ELEC ELECTRICAL

EL ELEVATION

ELEV ELEVATOR

EQ EQUAL

EPDM ETHYLENE PROPYLENE DIENE M-CLASS

(ROOFING)

EXIST EXISTING

EXP EXPANSION

EJ EXPANSION JOINT

EXT EXTERIOR

FT FEET / FOOT

FV FIELD VERIFY

FIN FINISH

FF FINISH FLOOR

FA FIRE ALARM

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FLR FLOOR

FD FLOOR DRAIN

FTG FOOTING

FDN FOUNDATION

GAL GALLON

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GALV GALVANIZED

GA GAUGE

GC GENERAL CONTRACTOR

GL GLASS / GLAZING

GLB GLUE LAMINATED BEAM

GND GROUND

GYP BD GYPSUM BOARD

HW HARDWARE

HVAC HEATING / VENTILATION / AIR CONDITIONING

H HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HYD HYDRANT

IN. INCHES OR INCH

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

JNT JOINT

LAV LAVATORY

LT WT LIGHT WEIGHT

MAINT MAINTENANCE

MFR MANUFACTURER

MO MASONRY OPENING

MAT MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MIN MINIMUM

MISC MISCELLANEOUS

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO. NUMBER

OC ON CENTER

OPP OPPOSITE

OD OUTSIDE DIAMETER

OH OVERHEAD

OH DR OVERHEAD DOOR

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

PNT PAINTED OR PAINT

PTN PARTITION

PVMT PAVEMENT

PERP PERPENDICULAR

PLAM PLASTIC LAMINATE

PL PLATE

PLUM PLUMBING

PVC POLYVINYL CHLORIDE

PCF POUNDS PER CUBIC FOOT

PLF POUNDS PER LINEAL FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

QTY QUANTITY

RAD RADIUS

RE REFER / REFERENCE

RCP REFLECTED CEILING PLAN

REF REFRIGERATOR

REINF REINFORCED

REQ REQUIRED

REV REVISION

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

STC SOUND TRANSMISSION CLASS

SPEC SPECIFICATION

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STRU STRUCTURAL

SUSP SUSPENDED

SYS SYSTEM

THRU THROUGH

T.O. TOP OF

TOA TOP OF ASPHALT

TOC TOP OF CURB

TOF TOP OF FOOTING

TOS TOP OF SLAB OR SIDEWALK

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VEN VENEER

FV VERIFY IN FIELD

VERT VERTICAL

VEST VESTIBULE

WC WATER CLOSET

WRB WEATHER RESISTIVE BARRIER

W WIDTH

W/ WITH

W/O WITHOUT

WD WOOD

NOTE:

ABBREVIATIONS FOR FINISHED

MATERIALS ARE DESCRIBED IN

THE FINISH LEGEND.

DRAWING INDEX

Sheet Number Sheet Name

GENERAL

G000 COVER SHEET

G001 DRAWING INDEX, SYMBOLS AND ABBREVIATIONS

ARCHITECTURAL

AE101 DEMO & NEW FLOOR PLAN, SECTIONS & DETAIL

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES

S101 SITE PLAN AND DETAILS

MECHANICAL

M001 DRAWING INDEX, GENERAL NOTES, & ABBREVIATIONS

M101D MECHANICAL DEMO PLAN

M101 MECHANICAL REMODEL PLAN

M501 MECHANICAL DETAILS AND SCHEDULES

Grand total: 9

GENERAL NOTES FOR ELECTRICAL CONTRACTOR:

ELECTRICAL CONTRACTOR IS TO DISCONNECT BOTH 120 VOLT, 20 AMP AND 208 VOLT, 350 AMP CIRCUITS TO THE EXISTING AIR HANDLER UNIT (AH-1) BEING REPLACED. RE-CONNECT THESE CIRCUITS AFTER THE NEW UNIT IS INSTALLED. REPLACE THE EXISTING FUSES IN THE 400 AMP SITE DISCONNECT WITH (3) 300 FUSES. RUN NEW WATERTIGHT CONDUIT AND CONDUCTORS FROM THE DISCONNECT SWITCH TO THE NEW AH-1 AND MAKE FINAL TERMINATION. UTILIZE 3#350MCM CU, 1#3 CU, 3” CONDUIT FOR THE MAIN POWER AND 3#12 CU IN ¾” CONDUIT FOR THE 120-VOLT CONTROL CIRCUIT. COORDINATE THIS WORK WITH THE MECHANICAL CONTRACTOR. FIELD VERIFY PRIOR TO BID.

SAWCUT CONCRETE CURB, FOUNDATION

WALL & EXISTING FLOOR SLAB

REMOVE EXISTING CMU BLOCK

REMOVE EXISTING METAL COPING

EXISTING CMU BLOCK

STEEL POST AS SCHEDULED,

RE: STRUCTURAL

STEEL BASE PLATE UNDER GRADE

AS SCHEDULED, RE: STRUCTURAL

SWING GATE AS SCHEDULED

BRAKE METAL CAP, MATCH GATE

CONCRETE FOUNDATION WALL

UNDER GRADE

CONCRETE SLAB INFILL TO MATCH

THE EXISTING

1'-2"

1'-0"

1'-0"

BRAKE METAL CAP, MATCH GATE

STEEL POST AS SCHEDULED,

RE: STRUCTURAL

SWING GATE AS SCHEDULED

STEEL BASE PLATE UNDER GRADE

AS SCHEDULED, RE: STRUCTURAL

CONCRETE FOUNDATION WALL

UNDER GRADE

CONCRETE SLAB INFILL TO

MATCH THE EXISTING

NON-SHRINK GROUT, RE: STRUCTURAL

AE101

REMOVE PART OF EXISTING BLOCK WALL, CONCRETE

CURB & FLOOR SLAB, AND PREP FOR NEW GATE SYSTEM.

REMOVE PART OF EXISTING FOUNDATION WALL UNDER

GRADE, AND PREP FOR NEW FOUNDATION WALL.

REMOVE EXISTING VEGETATION ON THE EAST SIDE OF

THE OPENING FOR FUTURE ACCESS.10'-0"

2'-8 1/2"

1'-0"

AE101

SLO

PE

SLO

PE

SLOPE

AMETCO VENETIAN DOUBLE SWING

GATE OR APPROVED EQUAL. MATCH

EXISTING WALL HEIGHT. POWDER COAT

TO MATCH EXISTING ADJACENT METAL

PANEL. PADLOCK ON INTERIOR SIDE.

10'-0"

1'-0"

3" = 1'-0"AE101

2 SWING GATE PLAN DETAIL

1 1/2" = 1'-0"AE101

3 SWING GATE SECTION

1 1/2" = 1'-0"AE101

1 DEMO SECTION @ CMU

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600P www.gsbsarchitects.com

ALLEN

8044423-0301

JESSE DEE

L I

C E

N

S ED AR CH

I T

E C

T

S T

ATE OF UTA

H

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REVREV

RESERVED FOR CONSULTANT LOGO

6/8/2026

2022.055.14

DEMO & NEW FLOOR

PLAN, SECTIONS &

DETAIL

SALT LAKE COUNTY

SLCO DRAPER

LIBRARY AHU-1

REPLACEMENT

1136 Pioneer Rd, Draper, UT 84020

Enter Address Here -->

CONSTRUCTION DOCUMENTS

AE101

6/8/2026

1/4" = 1'-0"AE101

4 DEMO SITE PLAN - MECHANICAL YARD

1/4" = 1'-0"AE101

5 SITE PLAN - MECHANICAL YARD

STRUCTURALBHB

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600P www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

RE

V

REV

2766 South Main Street Salt Lake City, Utah 84115

801-355-5656 bhb@bhbengineers.com

6/8/2026

260297

GENERAL STRUCTURAL

NOTES

SALT LAKE COUNTY

SLCO DRAPER

LIBRARY HVAC

REMODEL

1136 Pioneer Rd, Draper, UT 84020

CONSTRUCTION

DOCUMENTS

S001

GENERAL STRUCTURAL NOTES

6/8/2026

SLCO DRAPER

LIBRARY AHU-1

REPLACEMENT

2245632-24

260297_S501-01

2245632-24

260297_S501-01

STEEL COLUMN AND CONCRETE PIER ON EXISTING FOOTING

3/16

14" X 12" CONCRETE PIER WITH

(6)#5 VERTICAL BARS AND #3

TIES AT 8" O.C. PROVIDE (3)

TIES WITHIN THE TOP 5"

OF THE PIER.

(E) CONCRETE FOOTING

SECTION VIEW

(E) CONCRETE SLAB

ON GRADE

PROVIDE #3x18" DOWEL

AT 16"O.C. WITH

STANDARD ADHESIVE

SLAB INFILL TO MATCH

EXISTING SLAB THICKNESS

HSS3.5x3.5x1/4

EXTERIOR SLAB OR

GRADE, SEE ARCH

1.5" NON-SHRINK GROUT

1/2" THICK BASEPLATE, SEE

PLAN VIEW PROVIDE (4)

1/2"DIA X 9" HEAVY HEX

BOLTS FOR ANCHORAGE.

SECTION A-A

BASEPLATE PLAN VIEW

ELEVATION VIEW

(E) CONCRETE WALL (E) CONCRETE WALL

(2)#5 DOWELS ON BOTH

SIDES OF PIER INTO

(E) CONCRETE WALL

HSS3.5x3.5x1/4

SLAB INFILL TO MATCH

EXISTING SLAB THICKNESS

3/16

1.5" NON-SHRINK GROUT

1/2" THICK BASEPLATE, SEE

PLAN VIEW PROVIDE (4)

1/2"DIA X 9" HEAVY HEX

BOLTS FOR ANCHORAGE.

SECTION A-A

BASEPLATE PLAN VIEW

(E) CONCRETE FOOTING

S101

S101

4"

MIN

4"

MIN

A A

S101

S101

A A

8"

4"

1" T

Y P

8"

4"

1" TYP

NO SCALE NO SCALE

HSS3.5

x3

.5x 1/4

HSS3.5x3.5x1/4

(E) CMU WALL

(E) CMU WALL

1' - 0"

1' - 0"

S101

STANDARD ADHESIVE EMBEDMENT SCHEDULE

5 5/8"

6 3/4"

4 1/2"

3 3/8"

REBAR DOWEL

(THREADED ROD SIZE)

#4 (1/2")

#3 (3/8")

#6 (3/4")

#5 (5/8")

USE "STANDARD ADHESIVE"

PER "POST INSTALLED

ANCHORS" SECTION OF THE

GENERAL STRUCTURAL

NOTES

REBAR DOWEL/THREADED

ROD, SEE DETAILS

MIN EMBEDMENT INTO CONCRETE OR

GROUTED MASONRY

MINIMUM EMBED

STANDARD ADHESIVE EMBEDMENT NOTES:

1. SPECIFIC EMBEDMENTS, NOTES AND DETAILS IN DRAWINGS SHALL GOVERN OVER THIS SCHEDULE.

2. HOLE DIAMETER SHALL BE DOWEL/ROD DIAMETER PLUS 1/8". FOLLOW MANUFACTURER'S INSTRUCTIONS FOR

HOLE PREPARATION.

3. PROVIDE A 3" MINIMUM EDGE DISTANCE TO CENTER OF HOLE.

4. CONTACT STRUCTURAL ENGINEER IF MINIMUM EMBEDMENTS INDICATED ABOVE ARE NOT ACHIEVABLE.

5. SEE "POST INSTALLED ANCHORS" SECTION OF GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.

CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE

BAR SIZE

f'c = 3000psi & f'c = 3500 psi f'c = 4000psi & f'c = 4500 psi f'c = 5000psi f'c = 6000psi

REGULAR TOP

CLASS

BABA

CLASS

REGULAR TOP

CLASS

BABA

CLASS

REGULAR TOP

CLASS

BABA

CLASS

REGULAR TOP

CLASS

BABA

CLASS

#3 17" 22" 22" 28" 15" 19" 19" 24" 13" 17" 17" 22" 12" 16" 15" 20"

#4 22" 29" 29" 37" 19" 25" 25" 32" 17" 22" 22" 29" 16" 20" 20" 27"

#5 28" 36" 36" 47" 24" 31" 31" 40" 22" 28" 28" 36" 20" 26" 26" 33"

#6 33" 43" 43" 56" 29" 37" 37" 48" 26" 33" 33" 43" 24" 31" 31" 40"

#7 48" 63" 63" 81" 42" 54" 54" 70" 37" 49" 49" 63" 34" 44" 44" 58"

#8

#9

#10

#11

55" 72" 72" 93" 48" 62" 62" 80" 43" 56" 55" 72" 39" 51" 51" 66"

62" 81" 81" 105" 54" 70" 70" 91" 48" 63" 63" 81" 44" 57" 57" 74"

70" 91" 91" 118" 61" 79" 79" 102" 54" 70" 70" 91" 50" 64" 64" 83"

78" 101" 101" 131" 67" 87" 87" 113" 60" 78" 78" 101" 55" 71" 71" 93"

REQUIREMENT FOR CASE 1 LAP LENGTHS

TABULATED VALUES ARE FOR CASE 1 REINFORCEMENT, WHERE THE REQUIREMENTS OF TABLE BELOW ARE MET. WHERE THESE CONDITIONS ARE NOT MET, MULTIPLY THE LAP LENGTHS (Ist) BY 1.5.

CONCRETE REINFORCING BAR LAP SPLICE NOTES:

1. THIS SCHEDULE SHALL BE USED FOR ALL BAR SPLICES IN CONCRETE, UNLESS NOTED OTHERWISE.

2. CLASS 'A' SPLICES MAY BE USED ONLY AT SLABS ON GRADE OR WHERE APPROVED BY EOR IN CASES WHERE 50% OR LESS OF THE BARS ARE SPLICED WITHIN THE LAP SPLICE LENGTH.

3. CLASS 'B' SPLICES SHALL BE USED FOR ALL SPLICES UNLESS NOTED OTHERWISE.

4. TIES AND STIRRUPS SHALL NOT BE SPLICED.

5. DO NOT SPLICE VERTICAL BARS IN RETAINING WALLS UNLESS SPECIFICALLY SHOWN.

6. THE VALUES TABULATED IN SCHEDULE ARE FOR GRADE 60 REINFORCING BARS. FOR GRADE 80, MULTIPLY LAP LENGTHS BY 1.53.

7. THE VALUES TABULATED IN SCHEDULE ARE MINIMUM REQUIREMENTS. LONGER LENGTHS MAY BE USED FOR CONSTRUCTIBILITY.

8. LAP SPLICES ARE NOT ALLOWED FOR BARS GREATER THAN #11 BAR. THE LENGTHS IN SCHEDULE ARE FOR TENSION DEVELOPMENT LENGTH.

9. TOP BARS ARE CLASSIFIED AS HORIZONTAL BARS WHERE 12", OR MORE, OF FRESH CONCRETE IS CAST BELOW THE REINFORCING BAR.

10. SPLICES FOR BUNDLED BARS:

A. FOR BUNDLED BARS OF THREE OR LESS, LAP SPLICE LENGTHS SHALL BE MULTIPLIED BY 1.2.

B. FOR BUNDLED BARS OF FOUR OR MORE, LAP SPLICE LENGTHS SHALL BE MULTIPLIED BY 1.33.

C. INDIVIDUAL BAR SPLICES WITHIN A BUNDLE SHALL NOT OVERLAP.

D. ENTIRE BUNDLES SHALL NOT BE LAP SPLICED.

11. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.

BAR CLEAR

SPACING

CLEAR

COVER

STIRRUPS OR TIES

NO REQUIREMENT

db = BAR DIAMETER Ist = LAP SPLICE LENGTH Id = DEVELOPMENT LENGTH = CLASS A SPLICE LENGTH

>=db >=db

>=db>=2db

>=CODE MINIMUM THROUGHOUT Ist

PLAN NOTES

1. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC.

2. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS TO ALL STEEL COLUMNS.

STRUCTURALBHB

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600P www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

RE

V

REV

2766 South Main Street Salt Lake City, Utah 84115

801-355-5656 bhb@bhbengineers.com

6/8/2026

260297

SITE PLAN AND

DETAILS

SALT LAKE COUNTY

SLCO DRAPER

LIBRARY HVAC

REMODEL

1136 Pioneer Rd, Draper, UT 84020

CONSTRUCTION

DOCUMENTS

S101

0" 4'-0" 8'-0"2'-0"1/4" = 1'-0"

FOOTING AND FOUNDATION PLAN - MECHANICAL YARD

A

NOT TO SCALE2

STANDARD ADHESIVE EMBEDMENT SCHEDULE

NOT TO SCALE

CONCRETE REINFORCING - BAR LAP SPLICE SCHEDULE

6/8/2026

SLCO DRAPER

LIBRARY AHU-1

REPLACEMENT

BALL VALVE

GATE VALVE

SHUT-OFF VALVE (GENERIC, UNSPECIFIED TYPE)

BUTTERFLY VALVE

CHECK VALVE

PRESSURE REGULATING VALVE

2-WAY CONTROL VALVE, ELECTRIC ACTUATOR

SOLENOID VALVE

M

3-WAY CONTROL VALVE, ELECTRIC ACTUATOR

M

STRAINER WITH BLOWOFF VALVE, PIPED TO DRAIN

STRAINER WITH VALVE, HOSE END, & CAP

S

CALIBRATED BALANCE VALVE

RELIEF VALVE

PRESSURE & TEMPERATURE TEST PORT

PRESSURE GAUGE W/ COCK

TEMPERATURE SENSOR

T

P

PRESSURE SENSOR

VENTURI-TYPE FLOW MEASURING DEVICE

THERMOMETER WELL

UNION

CONCENTRIC REDUCER

ECCENTRIC REDUCER, FLAT ON BOTTOM

FLEXIBLE PIPE CONNECTOR

PUMP (STYLE AS INDICATED IN SCHEDULE)

PIPE ALIGNMENT GUIDE

PIPE ANCHOR

PIPING SYMBOLS

FIRE DAMPER

SMOKE DAMPER

BACKDRAFT DAMPER

COMBINATION FIRE & SMOKE DAMPER

MANUAL BALANCE DAMPER

MOTORIZED AUTOMATIC DAMPER

SUPPLY DUCT RISE

RETURN DUCT RISE

SUPLY DUCT DROP

SUPPLY DIFFUSER (RECTANGULAR OR ROUND)

EXHAUST GRILLE (RECTANGULAR OR ROUND)

EXHAUST DUCT RISE

EXHAUST DUCT DROP

RETURN GRILLE (WITH SOUNDBOOT IF NOT DUCTED)

FLEXIBLE DUCT

ELBOW WITH TURNING VANES

BRANCH SPIN-IN WITH MANUAL DAMPER

HIGH EFFICIENCY BRANCH TAKE-OFF

ACCESS DOOR

RETURN DUCT DROP

DUCT SYMBOLS

F

FS

S

DUCT SIZE (INCHES) AND TYPE

FIRST VALUE = VISIBLE DIMENSION

KEYED NOTE

REVISION TAG

EQUIPMENT TAG (KEYED TO SCHEDULE)

POINT OF REMOVAL FROM EXISTING

POINT OF CONNECTION TO EXISTING

SHEET NO.

DETAIL OR VIEW TAG

ANNOTATIONS

WALL THERMOSTAT W/EQUIPMENT TAG

HUMIDITY SENSOR OR HUMIDISTAT

CARBON DIOXIDE (CO2) SENSOR

CARBON MONOXIDE (CO) SENSOR

FLOW DIRECTION OR DIFFUSER THROW DIRECTION

A101

VIEW NO.

A101

SHEET NO.

SECTION VIEW TAG

VIEW NO.

CO2

T

RTU-1

CO

H

AHU-1

16/12 RA

AIRFLOW (CFM)

DIFFUSER OR GRILLE NO.

(SEE SCHEDULE)

AIR TERMINAL TAG

BD

M

ELBOW UP

ELBOW DOWN

BRANCH OR TEE W/ BOTTOM CONNECTION

BRANCH OR TEE W/ TOP CONNECTION

COMPRESSED AIR

CHILLED WATER RETURN

CONDENSER WATER SUPPLY

CHILLED WATER SUPPLY

CONDENSER WATER RETURN

DOMESTIC COLD WATER

STEAM

STEAM CONDENSATE

HEATING WATER SUPPLY

OVERFLOW ROOF DRAIN

NATURAL GAS (LINE PRESSURE)

HEATING WATER RETURN

LINE TYPES

DOMESTIC HOT WATER RECIRCULATION

CA

CHS

CHR

CS

CR

S

DOMESTIC HOT WATER

SC

GR (xx%PG)

GR (xx%PG)

GLYCOL SUPPLY (% PROPYLENE GLYCOL)

GLYCOL RETURN (% PROPYLENE GLYCOL)

G (x PSI)

HWR

HWS

OD

ROOF DRAIN

SOFTENED WATER

RD

SW

PURE WATER (RO OR DI, REFER TO SPECS)PW

VACUUMVAC

VENTV

SANITARY WASTE (ABOVE GRADE)W

SANITARY WASTE (BELOW GRADE)

FIRE SERVICEF

CONDENSATE OR EQUIPMENT DRAIND

GREASE WASTEGW

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600 801.521.791

P F www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REVREV

:0

:4

A

M R

A u to d e s k S tu ff

R e v it

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-0

D ra p e r

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H V m o d e le rB X

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DRAWING INDEX, GENERAL

NOTES, & ABBREVIATIONS

SLCO DRAPER

LIBRARY AHU-1

REPLACEMENT

1136 PIONEER RD

DRAPER, UT 84020

001M001

ABBREVIATIONS

(E) EXISTING, TO REMAIN

(X) EXISTING, TO BE DEMOLISHED

AFF ABOVE FINISHED FLOOR

AH AIR HANDLER

APD AIR PRESSURE DROP

AS AIR SEPARATOR

BHP BRAKE HORSE POWER

CBV CALIBRATED BALANCE VALVE

CFM CUBIC FEET PER MINUTE

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

COTG CLEAN OUT TO GRADE

CV CONTROL VALVE

DB DRY BULB

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EFT ENTERING FLUID TEMPERATURE

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

FCO FLOOR CLEANOUT

FLA FULL LOAD AMPS

FO FLAT OVAL (DUCT TYPE)

FT FEET

GAL GALLONS

GEA GREASE EXHAUST AIR

GPM GALLONS PER MINUTE

HP HORSEPOWER

IN INCHES

IN. WG INCHES OF WATER GAUGE

LAT LEAVING AIR TEMPERATURE

LBS POUNDS

LFT LEAVING FLUID TEMPERATURE

MCA MINIMUM CIRCUIT AMPACITY

MOP MAXIMUM OVERCURRENT PROTECTION

MPSA MEDIUM PRESSURE SUPPLY AIR

NPSHA NET POSITIVE SUCTION HEAD AVAILABLE

NPSHR NET POSITIVE SUCTION HEAD REQUIRED

OA OUTSIDE AIR

PG PROPYLENE GLYCOL

PSI POUNDS PER SQUARE INCH

PSIA PSI, ABSOLUTE PRESSURE

PSIG PSI, GAUGE PRESSURE

RA RETURN AIR

RPM REVOLUTIONS PER MINUTE

SA SUPPLY AIR

VOLT/PH VOLTAGE / PHASE

VTR VENT THROUGH ROOF

WB WET BULB

WCO WALL CLEANOUT

WPD WATER PRESSURE DROP

DEFERRED SUBMITTALS

CONTRACTOR SHALL PROVIDE COMPLETE DEFERRED SUBMITTALS TO THE ENGINEER AND OWNER IN

ACCORDANCE WITH THE DESCRIPTIONS BELOW. FOLLOWING REVIEW BY OWNER AND ENGINEER,

PROVIDE A COPY OF THE DEFERRED SUBMITTAL TO THE BUILDING OFFICIAL IN ACCORDANCE WITH

IBC 2021 107.3.4.1.

ITEM DRAWING OR SPECIFICATION REFERENCE

SEISMIC RESTRAINT DESIGN OF

NON-STRUCTURAL COMPONENTS

230548

BID ALTERNATES SUMMARY

SUBMIT BID PRICING FOR THE BASE BID AS DESCRIBED. SUBMIT PRICING FOR EACH BID ALTERNATE SEPARATELY, CLEARLY LISTED AS AN AMOUNT TO BE ADDED TO, OR DEDUCTED FROM, THE BASE BID IF ACCEPTED. REFER TO ADDITIONAL NOTES IN THE DRAWINGS AND SPECIFICATIONS FOR

GREATER DETAIL ON BID ALTERNATES.

PORTION OF WORK DESCRIPTION

BASE BID

ALL WORK DEPICTED IN THE DRAWINGS AND SPECIFICATIONS, UNLESS

NOTED AS PART OF A BID ALTERNATE.

BID ALTERNATE #1 <<provide description here>>

DRAWING INDEX

# SHEET NAME

M001 DRAWING INDEX, GENERAL NOTES, & ABBREVIATIONS

M101D MECHANICAL DEMO PLAN

M101 MECHANICAL REMODEL PLAN

M501 MECHANICAL DETAILS AND SCHEDULES

CONSTRUCTION DOCUMENT

SALT LAKE COUNTY

1 2 3 4 5 6 7 8

A

B

C

D

REFRIGERANT LINESET (E)

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600 801.521.791

P F www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REVREV

:0

:5

A

M R

A u to d e s k S tu ff

R e v it

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D ra p e r

L ib ra ry

M E C

H V m o d e le rB X

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6/8/2026

25-017

MECHANICAL DEMO PLAN

DRAPER CITY

LIBRARY AHU-1

REPLACEMENT

1136 PIONEER RD

DRAPER, UT 84020

SET

M101DM101D

KEYED NOTES GENERAL DEMOLITION NOTES

A. DO NOT SCALE DRAWINGS. FIELD VERIFY EXACT LOCATION OF ALL EXISTING CONDITIONS RELEVANT TO

THE SCOPE OF WORK.

B. EXISTING MECHANICAL SYSTEMS ARE DEPICTED DIAGRAMMATICALLY. LOCATIONS OF MECHANICAL AND

PLUMBING COMPONENTS ARE APPROXIMATE AND DO NOT SHOW ALL TRANSITIONS, OFFSETS, ETC.

LOCATION AND ORIENTATION MAY DIFFER SLIGHTLY IN RELATION TO OTHER COMPONENTS.

C. DO NOT SHUT-OFF/PUT OUT SERVICE ANY SYSTEMS/SERVICES WITHOUT FIRST COORDINATING ALL

DOWNTIME WITH THE OWNER'S PERSONNEL.

D. COMPONENTS THAT ARE TO BE DEMOLISHED ARE SHOWN IN BOLD, DASHED OUTLINES. COMPONENTS

THAT ARE EXISTING TO REMAIN ARE SHOWN IN LIGHT, SOLID OUTLINES.

E. CONTRACTOR SHALL REMOVE FROM THE JOBSITE ANY MATERIALS CALLED OUT TO BE DEMOLISHED AND

RECYCLE ALL RECYCLABLE MATERIALS, AND LEGALLY DISPOSE OF ALL OTHER MATERIALS.

F. REPAIR, REPLACE AND/OR REPAINT TO MATCH EXISTING ALL SURFACES DAMAGED DURING DEMOLITION

OR INSTALLATION OF EQUIPMENT.

0' 4' 8' 16'6'SCALE: 1/8" = 1'-0"

MECHANICAL DEMO FLOORPLAN

SLCO DRAPER

LIBRARY AHU-1

REPLACEMENT

1136 PIONEER RD

DRAPER, UT 84020

CONSTRUCTION DOCUMENT

1 2 3 4 5 6 7 8

A

B

C

D

CH-1 (E) PAC-1 (E)

AS-1(E)

8ø SA (E)

10ø SA (E)

FC-5 (E)

T

3" CHR (E)

3" CHS (E)

REFRIGERANT LINESET (E)

3/4" CHR (E)

3/4" CHS (E)

CV-5A(E)

T

FC-5

N/A E

E

10/12 SA (E)

145-

145E

E

E

10ø SA (E)

E

10ø SA (E) T

FC-2

C

T

FC-1

C

E

E

N/A E

16/14 SA (E)

14/10 RA (E)

T

FC-4

T

FC-3

C

C

3" CHS (E)

3" CHR (E)

3/4" D (E)

M

AHU-1

T

AHU-1

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600 801.521.791

P F www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REVREV

:0

:5

A

M R

A u to d e s k S tu ff

R e v it

L o c a l M o d e ls

-0

D ra p e r

L ib ra ry

M E C

H V m o d e le rB X

P D

.r v t

6/8/2026

25-017

MECHANICAL REMODEL PLAN

DRAPER CITY

LIBRARY AHU-1

REPLACEMENT

1136 PIONEER RD

DRAPER, UT 84020

SET

M101M101

KEYED NOTES

1 INSTALL AHU-1 IN PLACE OF EXISTING UNIT. PROVIDE NEW SUPPORTS UNDER CONDENSING UNIT

SECTION OF UNIT. PROVIDE NEW CURB UNDER AIR HANDLER SECTION OF UNIT. CONNECT TO EXISTING

DUCTWORK.

GENERAL NOTES

A. PROVIDE A COMPLETE OPERATING SYSTEM UPON COMPLETION OF THIS PROJECT.

B. INSTALL ALL MECHANICAL SYSTEMS IN ACCORDANCE WITH THE CURRENTLY ADOPTED EDITIONS OF

THE INTERNATIONAL BUILDING CODE, INTERNATIONAL MECHANICAL CODE, INTERNATIONAL FIRE CODE

AND INTERNATIONAL PLUMBING CODE.

C. INSTALL ALL EQUIPMENT ACCORDING TO MANUFACTURER’S INSTRUCTIONS.

D. PLANS ARE DIAGRAMATIC IN NATURE AND DO NOT SHOW EVERY ELBOW, OFFSET, TRANSITION, AND

OTHER INCIDENTAL ITEMS THAT MAY BE NECESSARY FOR A COMPLETE SYSTEM. PROVIDE ALL DUCT, PIPE, FITTINGS, TRANSITIONS AND OTHER ITEMS NECESSARY TO PROVIDE A FUNCTIONING SYSTEM AS

CONVEYED BY THE DRAWINGS, WHETHER OR NOT SUCH ITEMS ARE SHOWN ON THE DRAWINGS.

E. PROVIDE SUBMITTALS ON ITEMS LISTED IN MECHANICAL AND PLUMBING EQUIPMENT SCHEDULES TO

THE ENGINEER FOR REVIEW PRIOR TO ORDER, PURCHASE OR INSTALLATION.

F. AT PROJECT CLOSE-OUT, PROVIDE AS-BUILT DRAWINGS AND OPERATION & MAINTENANCE MANUALS IN

PDF FORMAT. SUBMIT TO ENGINEER.

G. ALL EQUIPMENT, DUCTWORK, AND PIPING SHALL BE SEISMICALLY RESTRAINED IN ACCORDANCE WITH APPLICABLE CODE. USE IMPORTANCE FACTOR OF 1.5 FOR NATURAL GAS AND FIRE PROTECTION

PIPING, AND IMPORTANCE FACTOR 1.0 FOR ALL OTHER EQUIPMENT AND UTILITIES, UNLESS

OTHERWISE NOTED. ALL DETAILS AND DRAWINGS REQUIRED BY LOCAL AUTHORITY ARE TO BE

PRODUCED BY A LICENSED ENGINEER HIRED BY THE CONTRACTOR. SUBMIT COPY OF STAMPED AND

SIGNED SHOP DRAWINGS AND CALCULATIONS TO ENGINEER.

H. PRESSURE TEST ALL NATURAL GAS, COMPRESSED AIR, AND WATER PIPING AT 150% OF OPERATING

PRESSURE FOR 4 HOURS.

0' 4' 8' 16'6'SCALE: 1/8" = 1'-0"

MECHANICAL REMODEL FLOORPLAN

SLCO DRAPER

LIBRARY AHU-1

REPLACEMENT

1136 PIONEER RD

DRAPER, UT 84020

CONSTRUCTION DOCUMENT

AHU-1

SEQUENCE OF OPERATIONS

A. START AND STOP AIR HANDLER ACCORDING TO OCCUPANCY SCHEDULE FOR THE BUILDING. START AHU DURING UNOCCUPIED TIMES AS NEED TO MAINTAIN SPACE TEMPERATURE AT UNOCCUPIED SETPOINTS.

B. FACTORY CONTROLS WILL MODULATE HEATING AND COOLING CAPACITY AS NEEDED TO MEET SPACE TEMPERATURE SETPOINT. FACTORY CONTROLS WILL CONTROL ECONOMIZER FUNCTION, SUPPLY FAN SPEED, BUILDING PRESSURIZATION, EXHAUST FAN SPEED, ETC. AS REQUIRED TO CONTROL AIR HANDLER

TO MEET SPACE TEMPERATURE SETPOINT.

C. MINIMUM OUTSIDE DAMPER POSITION WILL BE RESET BASED ON ZONE CO2 SENSOR.

D. MONITOR THE FOLLOWING CONTROL POINTS FROM THE FACTORY CONTROLS VIA THE BACNET INTERFACE AND DISPLAY ON BMS GRAPHICS PAGE: SUPPLY FAN STATUS, SUPPLY FAN SPEED, EXHAUST FAN STATUS, EXHAUST FAN SPEED, MIXED AIR TEMPERATURE, SUPPLY AIR TEMPERATURE, HEATING COMMAND %, COOLING COMMAND %, OUTSIDE AIR DAMPER COMMAND, OUTSIDE AIR MINIMUM DAMPER COMMAND. MAP

ALARMS THROUGH BACNET INTERFACE TO ALARM ON BMS GRAPHICS PAGE.

E. RESET MINIMUM OUTSIDE AIR DAMPER POSITION TO MAINTAIN ZONE CO2 AT 800 PPM, ADJ.

UNOCCUPIED

HEATING

OCCUPIED

COOLING

SPACE TEMPERATURE SETPOINT

BACNET

T CO2

1/2" BALL VALVE MANUAL AIR VENT

UNION OR FLANGE, TYP.

STRAINER

SHUTOFF VALVE, TYP.

1/2" BALL VALVE DRAIN

PRESSURE AND

TEMPERATURE TEST PORT, TYP.

CALIBRATED BALANCE VALVE

(NOT REQUIRED FOR PRESSURE

INDEPENDENT CONTROL VALVES)

M

PIPE COILS SO WATER FLOW IS IN

COUNTERFLOW DIRECTION TO

AIRFLOW. VERIFY MANUFACTURER

DESIGNATED LOCATIONS FOR

RETURN AND SUPPLY CONNECTIONS.

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600 801.521.791

P F www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REVREV

:0

:5

A

M R

A u to d e s k S tu ff

R e v it

L o c a l M o d e ls

-0

D ra p e r

L ib ra ry

M E C

H V m o d e le rB X

P D

.r v t

6/8/2026

25-017

MECHANICAL DETAILS AND

SCHEDULES

DRAPER CITY

LIBRARY AHU-1

REPLACEMENT

1136 PIONEER RD

DRAPER, UT 84020

SET

M501M501

PROVIDE WITH ECONOMIZER, MODULATING EXHAUST FAN WITH DIRECT SPACE PRESSURE CONTROL, CURB FOR GRADE MOUNTING, BACNET COMMUNICATION,GFI CONVENIENCE OUTLET, MERV 8 FILTERS, ZONE TEMPERATURE SENSOR WITH TIMED OVERRIDE, AND MODULATING CONTROL VALVE FOR HEATING COIL.

AHU-1 16,000 2 40 10.2 SINGLE ZONE VAV 78/61 54/51.6 362.87 95 65 96.7 0.28 30% PROPYLENE GLYCOL 180 140 25 15 208/3 257 300 87 93.5 395 8100 TRANE SLHPF40EC

ENTERING AIR

TEMPERATURE (DB/WB)

LEAVING UNIT AIR

TEMPERATURE (DB/WB)

NET SENSIBLE COOLIN

CAPACITY (MBH)

AMBIENT

TEMPERATURE

ENTERING AIR

TEMPERATURE (DB)

LEAVING UNIT AIR

TEMPERATURE (DB)

AIR PRESSURE

DROP (IN. W.G.)

FLUID

FLUID

EFT (F)

FLUID

LFT (F)

FLUID

FLOW (GPM)

FLUID PRESSURE

DROP (FT. W.G.)

VOLT/PH MCA MOP

HEIGHT

(IN.)

WIDTH

(IN.)

LENGTH

(IN.)

WEIGHT

(LB)

PLAN

CODE

AIRFLOW

(CFM)

EXTERNAL

STATIC

PRESSURE

NOMINAL COOLING

CAPACITY (TONS)

EER @AHRI

AIRFLOW

CONTROL

COOLING HEATING ELECTRICAL PHYSICAL

MANUFACTURER & MODEL NUMBER

PACKAGED AIR HANDLER UNIT (AHU)

SCALE: NONE

AHU-1 CONTROLS SCHEMATIC

SCALE: NONE

COIL PIPING DETAIL - HEATING COILS

SLCO DRAPER

LIBRARY AHU-1

REPLACEMENT

1136 PIONEER RD

DRAPER, UT 84020

CONSTRUCTION DOCUMENT

GENERAL
G000 - COVER SHEET
G001 - DRAWING INDEX, SYMBOLS AND ABBREVIATIONS
ARCHITECTURAL
AE101 - DEMO & NEW FLOOR PLAN, SECTIONS & DETAIL
STRUCTURAL
S001 - GENERAL STRUCTURAL NOTES
S101 - SITE PLAN AND DETAILS
MECHANICAL
M001 - DRAWING INDEX, GENERAL NOTES, & ABBREVIATIONS
M101D - MECHANICAL DEMO PLAN
M101 - MECHANICAL REMODEL PLAN
M501 - MECHANICAL DETAILS AND SCHEDULES

File details come from the government source that posted it. Updated .