ture_Renovations_Construction_Requisition_Dwgs.pdf

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GENERAL

G001 TITLE SHEET

ARCHITECTURAL

A101 MAIN LEVEL DEMOLITION PLAN

A201 MAIN LEVEL FLOOR PLAN

A501 ENLARGED DEMOLITION PLANS

A502 ENLARGED FLOOR PLANS

A503 ENLARGED REFLECTED CEILING PLANS

A601 DETAILS & DOOR SCHEDULE

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES

S201 SUPPORT TOWER FRAMING

PLUMBING

MP01 MECHANICAL SYMBOLS & LEGEND SHEET

P100 UNDERGROUND PLUMBING DEMOLITION PLAN

P101 FIRST FLOOR PLUMBING DEMOLITION PLAN

P200 UNDERGROUND PLUMBING PLAN

P201

FIRST FLOOR PLUMBING PLAN, SCHEDULE, AND RISER

MECHANICAL

M101 FIRST FLOOR MECHANICAL DEMOLITION PLAN

M301

FIRST FLOOR MECHANICAL PLAN, ROOF PLAN & SECTIONS

M601 MECHANICAL SECTIONS AND DETAILS

M801 MECHANICAL SCHEDULES

ELECTRICAL

E001 ELECTRICAL SYMBOLS AND LEGEND

E100 MAIN LEVEL ELECTRICAL DEMOLITION PLAN

E101 ENLARGED ELECTRICAL DEMOLITION PLANS

E200 MAIN LEVEL ELECTRICAL PLAN AND PANEL SCHEDULE

E201

ENLARGED ELECTRICAL PLANS, RISER AND SCHEDULES

CD CONSTRUCTION

DOCUMENTS

2019 MAR 22

DESCRIPTION DATE

INFRASTRUCTURE

RENOVATION

MARK

CLIENT

PROJECT DESCRIPTION

CITY

STATE

ISSUE DATES

PROJECT NO: 20185390

GRAND RAPIDS

MINNESOTA

TELE FAX

Grand Forks ND Williston ND Bemidji MN

Fargo ND Minot ND Buenos Aires ARG

Bismarck ND Norwich VT

222 Third Street NW, Bemidji, MN 56601

218.751.0151 218.751.0170

Sioux Falls SD St. Paul MN Fort Collins CO Phoenix AZ

Infrastructure Renovation

Grand Rapids, MN 55744

LIST OF DRAWINGS PROJECT LOCATION MAP

GRAND

EAST GRAND

FORKS

BAGLEY

PARK RAPIDS

THIEF RIVER FALLS

MINNEAPOLIS

ST. PAUL

ROCHESTER

DETROIT LAKES

MAHNOMEN

FARGO, ND

INTERNATIONAL FALLS

DULUTH

2HWY

CROOKSTON

FORKS

GRAND

WALKER

HWY71

PINE RIVER

HWY

CASS LAKE

HWY10

HWY59

HWY10

HWY

STATE MAP

G001

STATE MAP

NTS

G001

PROJECT LOCATION MAP

NTS

BEMIDJI

RAPIDS

CODE ANALYSIS:

LIFE SAFETY LEGEND:'

TDE 100'-0"

PROJECT DESCRIPTION:

CODE BASIS OF DESIGN:

BASIS OF DESIGN:

55335

Architect under the laws of the State of supervision and that I am a duly licensed report was prepared by me or under my direct I hereby certify that this plan, specification, or

Signature:

Print Name:

Minnesota.

Date: License #:

Craig Clark

05/31/2018

AutoCAD SHX Text OCCUPANCY IBC 303.2 GROUP B - BUSINESS GROUP B - BUSINESS GROUP S-2 STORAGE SPECIAL REQUIREMENTS / OCCUPANCIES NONE TYPE OF CONSTRUCTION EXISTING BUILDING MBC TABLE 601 TYPE V-B TYPE V-B ALLOWABLE HEIGHT & AREA OCCUPANCY MBC TABLE 503 MBC TABLE 503 MBC TABLE 503MBC TABLE 503 MBC TABLE 503 MBC TABLE 503BC TABLE 503 MBC TABLE 503 MBC TABLE 503MBC TABLE 503 MBC TABLE 503MBC TABLE 503GROUP B 40 FEET MAX 2 STORIES MAX 9,000 SF MAX 40 FEET MAX 2 STORIES MAX 9,000 SF MAX 2 STORIES MAX 9,000 SF MAX 9,000 SF MAX SPRINKLER INCREASE = 9,000 X 3 = 27,000 SF + 9,000 SF = 36,000 SF TOTAL ACTUAL 15 FEET 1 STORY 14,400 SF 15 FEET 1 STORY 14,400 SF 1 STORY 14,400 SF 14,400 SF GROUP S-2 40 FEET MAX 2 STORIES MAX 13,500 SF MAX 40 FEET MAX 2 STORIES MAX 13,500 SF MAX 2 STORIES MAX 13,500 SF MAX 13,500 SF MAX SPRINKLER INCREASE = 13,500 X 3 = 40,500 SF + 13,500 SF = 54,000 SF TOTAL ACTUAL 15 FEET 1 STORY 4,800 SF 15 FEET 1 STORY 4,800 SF 1 STORY 4,800 SF 4,800 SF SEPARATIONS OCCUPANCY NO OCCUPANCY SEPARATIONS REQUIRED SMOKE COMPARTMENTS NO SMOKE COMPARTMENTS REQUIRED FIRE RESISTANCE PER IBC TABLE 601 BUILDING ELEMENT FR RATING CONCRETE DESIGNFR RATING CONCRETE DESIGNCONCRETE DESIGNSTEEL DESIGN PRIMARY STRUCTURAL FRAME 0 HOUR --- ---0 HOUR --- ------ ------BEARING WALLS 0 HOUR --- --- 0 HOUR --- --- --- --- --- EXTERIOR NON-BEARING 0 HOUR* --- --- 0 HOUR* --- --- --- --- --- INTERIOR NON-BEARING SEE PLANS --- ---SEE PLANS --- ------ ------FLOOR CONSTRUCTION, TYP 0 HOUR --- --- 0 HOUR --- --- --- --- --- ROOF CONSTRUCTION 0 HOUR --- ---0 HOUR --- ------ ------EGRESS OCCUPANT LOADS IBC TABLE 1004.1.2 OCCUPANT LOAD FACTORS OCCUPANCY AREA OLF OL AREA OLF OL OLF OL OL OFFICE 1/100 1/100 STORAGE 1/200 1/200 MECHANICAL 1/300 1/300 EXITS 2 / 68" REQUIRED 8 / 272" 2 / 68" REQUIRED 8 / 272" 8 / 272" PROVIDED DIRECT EXITS FROM GARAGE AND RECEIVING TOTAL NUMBER OF EMPLOYEES +/- 20 ACCESSIBILITY ALL MODIFIED AREAS TO BE COMPLIANT. PLUMBING FIXTURES PER IBC TABLE 2902.1 FACILITY LOAD FACTOR FIXTURES LOAD FACTOR FIXTURES FIXTURES REQUIRED PROVIDEDOCCUPANTS: WOMEN WC'S (B) 1/25 FOR FIRST 50 1 3 1/25 FOR FIRST 50 1 3 1 3 3 1/50 FOR EACH 50 AFTER MEN WC'S (B) 1/25 FOR FIRST 50 1 3 1/25 FOR FIRST 50 1 3 1 3 3 1/50 FOR EACH 50 AFTER WOMEN LAV (B) 1/40 FOR FIRST 80 1 3 1/40 FOR FIRST 80 1 3 1 3 3 1/80 FOR EACH 80 AFTER MEN LAV (B) 1/40 FOR FIRST 80 1 3 1/40 FOR FIRST 80 1 3 1 3 3 1/80 FOR EACH 80 AFTER

AutoCAD SHX Text 2 HOUR FIRE BARRIER 1 HOUR FIRE BARRIER 1 HOUR SMOKE BARRIER NON-RATED SMOKE PARTITION EXIT & DISCHARGE, CLEAR WIDTH IN INCHES EXIT ACCESS DOOR; SMOKE COMPARTMENT, CLEAR WIDTH IN INCHES EXIT SIGN, ILLUMINATED PRIMARY EGRESS PATH / ACCESSIBLE ROUTE AND SECONDARY EGRESS PATH / ACCESSIBLE ROUTE HAZARDOUS AREA / INCIDENTAL USE, TABLE 509 TRAVEL DISTANCE, AS NOTED SUITE BOUNDARY FIRE EXTINGUISHER CABINETS, SEMI RECESSED UNO

AutoCAD SHX Text RENOVATION OF TWO SOIL GRINDING ROOMS, ADDITION OF MOBILE STORAGE SHELVING IN TWO STORAGE ROOMS, RENOVATION OF COOLER ROOM TO INCLUDE LARGER COOLER, AND RELOCATE ONE DOOR.

AutoCAD SHX Text APPLICABLE CODES AND GOVERNING STANDARDS BUILDING CODE 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL BUILDING CODE FIRE CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL FIRE CODE MECHANICAL CODE 2015 INTERNATIONAL MECHANICAL 2015 INTERNATIONAL MECHANICAL CODE FUEL GAS CODE 2015 INTERNATIONAL FUEL GAS CODE 2015 INTERNATIONAL FUEL GAS CODE ENERGY CODE 2015 INTERNATIONAL ENERGY 2015 INTERNATIONAL ENERGY CONSERVATION CODE PLUMBING CODE INTERNATIONAL PLUMBING COD E INTERNATIONAL PLUMBING COD E E ELECTRICAL CODE NATIONAL ELECTRIC CODE NATIONAL ELECTRIC CODE ACCESSIBILITY FEDERAL ARCHITECTURAL BARRIERS FEDERAL ARCHITECTURAL BARRIERS ACT LIFE SAFETY NFPA 101NFPA 101

AutoCAD SHX Text OCCUPANCY: IBC 303.3 GROUP B - BUSINESS IBC 303.3 GROUP B - BUSINESS CONSTRUCTION: V-B PER IBC 602.2 AND TABLE 601 V-B PER IBC 602.2 AND TABLE 601 FIRE SPRINKLERS: BUILDING NOT SPRINKLED BUILDING NOT SPRINKLED

A101

FIRST FLOOR DEMOLITION PLAN

1/8" = 1'-0"

N

KEY PLAN

NTS

N

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A501

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MAIN LEVEL

DEMOLITION PLAN

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CD CONSTRUCTION

DOCUMENTS

2019 MAR 22

DESCRIPTION DATE

INFRASTRUCTURE

RENOVATION

MARK

CLIENT

PROJECT DESCRIPTION

CITY

STATE

ISSUE DATES

PROJECT NO: 20185390

GRAND RAPIDS

MINNESOTA

TELE FAX

Grand Forks ND Williston ND Bemidji MN

Fargo ND Minot ND Buenos Aires ARG

Bismarck ND Norwich VT

222 Third Street NW, Bemidji, MN 56601

218.751.0151 218.751.0170

Sioux Falls SD St. Paul MN Fort Collins CO Phoenix AZ

55335

Architect under the laws of the State of supervision and that I am a duly licensed report was prepared by me or under my direct I hereby certify that this plan, specification, or

Signature:

Print Name:

Minnesota.

Date: License #:

Craig Clark

05/31/2018

AutoCAD SHX Text

FREEZER

AutoCAD SHX Text

AutoCAD SHX Text

DRY

STORAGE

A201

MAIN LEVEL FLOOR PLAN

1/8" = 1'-0"

N

KEY PLAN

NTS

N

A502

A502

A502

3 5/8" METAL STUDS @ 16" OC,

5/8" TYPE "X" GYP BD EA SIDE,

SMOOTH FRP @ ROOM SIDE

1 5/8" METAL STUDS @ 16" OC,

1 1/2" RIGID INSUL, BATT INSUL IN STUD

CAVITY, VAPOR BARRIER, 5/8" TYPE "X" GWB,

SMOOTH FRP @ ROOM SIDE

2x6 WD STUDS @ 16" OC, 5/8" TYPE "X" GWB EA SIDE

3 5/8" METAL STUDS @ 16" OC,

5/8" TYPE "X" GYP BD EA SIDE,

SMOOTH FRP @ ROOM SIDE

1 5/8" METAL STUDS @ 16" OC,

1 1/2" RIGID INSUL, BATT INSUL IN STUD

CAVITY, VAPOR BARRIER, 5/8" TYPE "X" GWB,

SMOOTH FRP @ ROOM SIDE

2x6 WD STUDS @ 16" OC, 5/8" TYPE "X" GWB EA SIDE

A201

WALL TYPES

1 1/2" = 1'-0"

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MAIN LEVEL FLOOR

PLAN

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CD CONSTRUCTION

DOCUMENTS

2019 MAR 22

DESCRIPTION DATE

INFRASTRUCTURE

RENOVATION

MARK

CLIENT

PROJECT DESCRIPTION

CITY

STATE

ISSUE DATES

PROJECT NO: 20185390

GRAND RAPIDS

MINNESOTA

TELE FAX

Grand Forks ND Williston ND Bemidji MN

Fargo ND Minot ND Buenos Aires ARG

Bismarck ND Norwich VT

222 Third Street NW, Bemidji, MN 56601

218.751.0151 218.751.0170

Sioux Falls SD St. Paul MN Fort Collins CO Phoenix AZ

55335

Architect under the laws of the State of supervision and that I am a duly licensed report was prepared by me or under my direct I hereby certify that this plan, specification, or

Signature:

Print Name:

Minnesota.

Date: License #:

Craig Clark

05/31/2018

A501

ENLARGED DEMOLITION PLAN (BASE BID)

1/4" = 1'-0"

N

A501

ENLARGED DEMOLITION PLAN (ALT. BID #1)

1/4" = 1'-0"

N

A501

ENLARGED DEMOLITION PLAN (ALT. BID #2)

1/4" = 1'-0"

N

DEMOLITION NOTES:

CONTRACTOR TO DISASSEMBLE SHELVING UNITS AND RETURN TO OWNER. KEEP

PARTS TOGETHER BY SHELF OR LABEL PRIOR TO DISASSEMBLY.

REMOVE EXISTING DOORS AND FRAME. TURN ENTIRE ASSEMBLY 180° AND REINSTALL

INTACT. PATCH WALLS AND PAINT TO MATCH EXISTING FINISHES.

REMOVE EXISTING COUNTERS & FRAMING. ALT BID TO RE-LAMINATE AND REINSTALL.

REMOVE EXISTING UNDER COUNTER DUST FILTRATION SYSTEM.

REMOVE EXISTING DUST COLLECTION SYSTEM COMPLETE. PATCH ALL PENETRATIONS

IN ROOM AND EXTERIOR WALLS.

REMOVE SINK BASE AND PLUMBING FIXTURES. CAP PLUMBING AT THE FACE OF WALL,

CUT COUNTERTOP AND LAMINATE CUT END. PROVIDE FINISHED END PANEL ON

EXPOSED CABINET.

REMOVE CABINETS AT WALK-IN COOLER.

REMOVE UPPER AND LOWER CABINETS AND PLUMBING FIXTURES.

OWNER TO RELOCATE OVEN, FAN AND DUCTWORK. CONTRACTOR TO PATCH CEILING

AND ROOF.

REMOVE EXISTING FUME HOOD.

REMOVE EXISTING DOOR AND FRAME.

CUT OPENING IN EXISTING WALL FOR NEW DOOR AND FRAME.

REMOVE EXISTING WALK-IN REFRIGERATOR.

SAW-CUT SLAB FOR INSTALL OF NEW COLLER/FREEZER. SEE PLUMBING FOR

ADDITIONAL INFORMATION.

EXISTING CABINETS TO REMAIN.

REMOVE EXISTING EYEWASH / EMERGENCY SHOWER.

REMOVE EXISTING SLAB FOR INSTALLATION OF NEW RAMPS

GC TO SAW CUT FLOOR FOR PLUMBING INSTALL. SEE PLUMBING DRAWINGS FOR EXACT

ROUTE

REMOVE SKYLIGHT. CURB TO REMAIN AND BE RE-USED BY MECHANICAL. SEE MECH

FOR ADDITIONAL INFO.

NEW SUPPORT BY GC FOR MAKE-UP AIR UNIT. SEE STRUCTURAL FOR DESIGN.

4'-9"

1 11

3 3

5 5

4 4

1'-6"

17 17

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ENLARGED

DEMOLITION PLANS

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DRAWN BY:

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CC

CD CONSTRUCTION

DOCUMENTS

2019 MAR 22

DESCRIPTION DATE

INFRASTRUCTURE

RENOVATION

MARK

CLIENT

PROJECT DESCRIPTION

CITY

STATE

ISSUE DATES

PROJECT NO: 20185390

GRAND RAPIDS

MINNESOTA

TELE FAX

Grand Forks ND Williston ND Bemidji MN

Fargo ND Minot ND Buenos Aires ARG

Bismarck ND Norwich VT

222 Third Street NW, Bemidji, MN 56601

218.751.0151 218.751.0170

Sioux Falls SD St. Paul MN Fort Collins CO Phoenix AZ

55335

Architect under the laws of the State of supervision and that I am a duly licensed report was prepared by me or under my direct I hereby certify that this plan, specification, or

Signature:

Print Name:

Minnesota.

Date: License #:

Craig Clark

05/31/2018

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FREEZER

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DRY

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STORAGE

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PLANT

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PREP

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SOIL

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PREP

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STOR

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STOR

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LONG

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TERM

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STORAGE

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CORR

rsindt Text Box

REVISED: 04/12/2019

A502

ENLARGED FLOOR PLAN (BASE BID)

1/4" = 1'-0"

N

A502

ENLARGED FLOOR PLAN (ALT. BID #1)

1/4" = 1'-0"

N

A502

ENLARGED FLOOR PLAN (ALT. BID #2)

1/4" = 1'-0"

N

REFERENCE NOTES:

REINSTALLED DOORS AND FRAME. PATCH AND REPAIR WALLS AND PAINT TO MATCH.

RE-SET FLUSH BOLT RECEIVER IN CONC AND PATCH CONC DAMAGE W/ NON-SHRINK

GROUT.

NEW CONC SLAB @ NEW COOLER/FREEZER, SEE DETAIL 7/A601.

NEW WALK-IN COOLER/FREEZER. SEE SPEC FOR TYPE, SEE MECH FOR CONDENSER

LOCATION.

FLOOR DRAIN, SEE PLUMBING DRAWINGS.

INFILL EXISTING DOOR OPENING WITH SIMILAR CONSTRUCTION, PAINT BOTH SIDES TO

FINISH TO MATCH EXISTING.

CUT EXISTING FLOOR SLAB AND PROVIDE NEW RAMP @ 1:12 SLOPE DOWN TO EXISTING

FLOOR LEVEL. APPROX 6' LONG, SEE DETAIL 6/A601.

NEW WOOD DOOR IN HM FRAME, SEE DETAILS 1 & 2/A601 AND SPEC.

PLASTIC LAMINATE OVER PLYWOOD TOP, 24" DEEP W/ BACKSPLASH

FINISH END PANEL OF CABINET FROM REMOVAL OF SINK BASE. RE-LAMINATE EDGE OF

COUNTERTOP WHERE CUT.

SKYLIGHT ABOVE - SEE NOTES ON REFLECTED CEILING PLAN SHEET A503.

PATCH WALLS AND PAINT TO MATCH AT REMOVED MILLWORK COUNTERS AND

CABINETS

NEW WINDOWS IN EXISTING OPENINGS - CONTRACTOR TO VERIFY ROUGH OPENINGS

AFTER DEMO OF OLD WINDOWS. ONE WINDOW OCCURS IN FORMER DOOR OPENING.

CONTRACTOR TO PROVIDE FIELD MEASUREMENTS TO VERIFY NEW WINDOW SIZES. AT

WINDOW IN DOOR INFILL LOCATION, ADDITIONAL BLOCKING WILL BE REQUIRED.

A502

4 MIR

A502

COOLER

FREEZER

1'-6"

6'-0"

4'-9"

A502

INTERIOR ELEVATION

1/4" = 1'-0"

4'-0"3'-0"3'-0"3'-0"

SOUTHMATLROOM NAMERM # BASE NORTH EAST

FLOOR WALL

MATLWEST HEIGHT NOTE

CEILING

NOTES:

1. VCT AT NEW RAMPS AND LOCATIONS DISTURBED BY CONSTRUCTION. MATCH EXISTING.

DRY STORAGE101 EX EX EXEX

LONG TERM STORAGE102

PLANT PREP114 PNT CONCVINYL FRP FRP

SOIL PREP115

STORAGE120 EX EX

8'-0"

12'-0"

8'-0"

PNT

EX

ROOM FINISH SCHEDULE

VCT VINYL

EX EX

FRP

EX

EX

FRP

EX

F

F

A601

A601

UP

U P

FLAT

A601

3,5

A601

EX EX EXEX 12'-0"EX EX EX --

PNT CONCVINYL FRP FRP 8'-0"PNTFRP FRP

13'-6"

COUNTERTOP

SUPPORTS

PLASTIC LAMINATE

COUNTERTOP

P. LAM VERTICAL PANEL AT

TRANSITION

6'-0"

8 8

A601

INTERMEDIATE

SUPPORTS

12 12

3,5

A601

A601

114A

F

ROOM 101

ROOM 102

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ENLARGED FLOOR

PLANS

DRAWING TITLE

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DRAWN BY:

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RGH

CC

CD CONSTRUCTION

DOCUMENTS

2019 MAR 22

DESCRIPTION DATE

INFRASTRUCTURE

RENOVATION

MARK

CLIENT

PROJECT DESCRIPTION

CITY

STATE

ISSUE DATES

PROJECT NO: 20185390

GRAND RAPIDS

MINNESOTA

TELE FAX

Grand Forks ND Williston ND Bemidji MN

Fargo ND Minot ND Buenos Aires ARG

Bismarck ND Norwich VT

222 Third Street NW, Bemidji, MN 56601

218.751.0151 218.751.0170

Sioux Falls SD St. Paul MN Fort Collins CO Phoenix AZ

55335

Architect under the laws of the State of supervision and that I am a duly licensed report was prepared by me or under my direct I hereby certify that this plan, specification, or

Signature:

Print Name:

Minnesota.

Date: License #:

Craig Clark

05/31/2018

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STORAGE

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AutoCAD SHX Text 114A

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rsindt

A503

ENLARGED REFLECTED CEILING PLAN (BASE BID)

1/4" = 1'-0"

N

A503

ENLARGED REFLECTED CEILING PLAN (ALT. BID #1)

1/4" = 1'-0"

N

A503

ENLARGED REFLECTED CEILING PLAN (ALT. BID #2)

1/4" = 1'-0"

N

COOLER

FREEZER

LEGEND

DIFFUSER-SUPPLY

SEE MECH

DIFFUSER-RETURN

SEE MECH

LIGHTS

SEE ELEC

SMOKE DETECTOR

SEE ELEC

SPRINKLER HEAD

SEE MECH

SPEAKER

SEE ELEC

ACT CEILING GRID

SMOKE RESISTIVE CONSTRUCTION

SMOKE BARRIER

1 HOUR FIRE SEPARATION

S

S

GWB CLG/SOFFIT

A601

REFERENCE NOTES:

INFILL EXISTING SKYLIGHT. SEE DETAIL 8/A601.

NEW LIGHTS, SEE ELECTRICAL FOR TYPE.

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ENLARGED

REFLECTED CEILING

PLANS

DRAWING TITLE

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DRAWN BY:

A503

RGH

CC

CD CONSTRUCTION

DOCUMENTS

2019 MAR 22

DESCRIPTION DATE

INFRASTRUCTURE

RENOVATION

MARK

CLIENT

PROJECT DESCRIPTION

CITY

STATE

ISSUE DATES

PROJECT NO: 20185390

GRAND RAPIDS

MINNESOTA

TELE FAX

Grand Forks ND Williston ND Bemidji MN

Fargo ND Minot ND Buenos Aires ARG

Bismarck ND Norwich VT

222 Third Street NW, Bemidji, MN 56601

218.751.0151 218.751.0170

Sioux Falls SD St. Paul MN Fort Collins CO Phoenix AZ

55335

Architect under the laws of the State of supervision and that I am a duly licensed report was prepared by me or under my direct I hereby certify that this plan, specification, or

Signature:

Print Name:

Minnesota.

Date: License #:

Craig Clark

05/31/2018

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SEE DR

SCHED

2"

F

A601

DOOR & FRAME TYPE

1/4" = 1'-0"

DOOR SIZEDR #

FRAME

MATL

WD

DOOR

GL MATL

DETAILS SEE DWG:

EL HEAD JAMB SILL

RATING

FIRE

A601

HARDWARE

DOOR

NOTE

NOTES:

1. REMOVE DOORS AND FRAME AND TURN FRAME 180 DEGREES AND REINSTALL IN SAME LOCATION. PREP FLOOR FOR

FLUSH BOLTS AND PATCH FLOOR FROM OLD FLUSH BOLT RECEIVER.

-- HM 1

DOOR SCHEDULE

--(PR) 3-0x7-0x1 3/4

120 WD -- -- ---- HM 1 10/A601 10/A601 23-0x7-0x1 3/4

2/A601 1/A601

A601

WINDOW TYPE

1/4" = 1'-0"

M A

T C

H

E X

I S T

MATCH EXIST.

MATCH EXISTING ALUMINUM

CLAD WINDOWS BY MARVIN

WINDOWS. NEW WINDOWS

NON-OPERABLE

A

114A WD -- -- ---- HM 1 2/A601 1/A601 12-6x7-0x1 3/4

7 3/4"

7 3/4"

SOLID SURFACE SILL - WILSONART,

PIONITE OR CORIAN

SEALANT

EX CMU

BATT INSUL W/

VAPOR BARRIER

5/8" TYPE 'X' GWB

SMOOTH FRP

5/8" TYPE 'X' GWB

SEALANT

NEW WDW. MATCH EXISTING

PROFILE BY MARVIN WINDOWS

1 5/8" MTL STUDS

@ 16" OC

EX CMU

BATT INSUL W/

VAPOR BARRIER

5/8" TYPE 'X' GWB

SMOOTH FRP

MTL CORNER BEAD

5/8" TYPE 'X' GWB

SEALANT

NEW WDW

1 5/8" MTL STUDS

@ 16" OC

NEW WDW

EX CMU

BATT INSUL W/

VAPOR BARRIER

5/8" TYPE 'X' GWB

SMOOTH FRP

1 5/8" MTL STUDS

@ 16" OC

A601

INT DOOR JAMB

1 1/2" = 1'-0"

A601

INT DOOR HEAD

1 1/2" = 1'-0"

A601

WDW SILL

1 1/2" = 1'-0"

A601

WDW JAMB

1 1/2" = 1'-0"

A601

WDW HEAD

1 1/2" = 1'-0"

5/8" GWB

2x6 WD STUDS

SLNT @ ALL EDGES

HM FRAME

DOOR

5/8" GWB

WD STUDS, DBL STUDS @ JAMBS - SEE

WALLTYPES FOR WALL THICKNESS

SLNT @ ALL EDGES

HM FRAME

DOOR

3 ANCHORS PER JAMB,

SCREWED TO STUDS

A601

RAMP SECTION

1 1/2" = 1'-0"

6'-0"

EXISTING SLAB

DRILL & DOWEL #4 REBAR @

12" OC, MIN 2 BARS @ EA END

OF RAMP, EMBED MIN 6" &

SET IN NON-SHRINK GROUT

EXISTING SLAB

NEW SLAB/RAMP.

4,000 PSI CONC.

M I N

FORM SLOPE W/

SAND OR CONC

DRILL & DOWEL #4 REBAR @

12" OC, MIN 2 BARS @ EA END

OF RAMP, EMBED MIN 6" &

SET IN NON-SHRINK GROUT

EXISTING SLAB

PRE-FABRICATED WALK-IN

(4" THICK WALLS)

10MM VAPOR BARRIER

2 LAYERS OF 2" THICK SHEET

URETHANE 25 PSI MIN. W/

STAGGERED JOINTS

2x8 10 lbs DENSITY RIGID

FOAM BREAKER STRIP

15 lb FELT OVER INSUL

A601

COOLER / FREEZER FLOOR DETAIL

1 1/2" = 1'-0"

A601

SKYLIGHT INFILL

1 1/2" = 1'-0"

EX SKYLIGHT OPENING

5/8" TYPE 'X' GWB.

LEVEL WITH EXIST.

CEILING. PAINT TO

MATCH

2X4 STUDS @ 16"

OC

EXIST. CEILING

4" CONC. SLAB W/ #4 REBAR

@ 24" O.C. EACH WAY

SEAL CONCRETE

2'-1"

S E E

E L E V

P-LAM OVER 2 LAYERS OF

3/4" PLYWOOD

COUNTERTOP

P-LAM ON 1" PLYWOOD

AT ENTIRE PERIMETER

2'-0"

4" BACKSPLASH

2" X 2" WELDED

TUBE STEEL FRAME

A601

COUNTER SECTION

1 1/2" = 1'-0"

2" RUBBER SHOE AT EACH

VERTICAL SUPPORT

WD STUDS, DBL STUDS @ JAMBS - SEE

WALLTYPES FOR WALL THICKNESS

NEW ALUM. SIDING AND DRIP EDGE -

PART OF SEPARATE PROJECT

NEW ALUM. SIDING AND DRIP EDGE -

PART OF SEPARATE PROJECT

NEW INSULATION, ALUM. SIDING

AND DRIP EDGE - PART OF SEPARATE

PROJECT

BLOCKING AS REQUIRED TO FIT WINDOW

INTO EXISTING MASONRY OPENING

EX CMU

5 3/4"

SLNT @ ALL EDGES

HM FRAME

DOOR

A601

DOOR HEAD (JAMB SIMILAR)

1 1/2" = 1'-0"

P l o t

D a t e M a r

F i l e

L o c a t i o n W

G

R N

D R

P D

S

U

S D

A

I n f r a s t r u c t u r e

R e n o v D r a w i n g s A d w g

DETAILS & DOOR

SCHEDULE

DRAWING TITLE

CHECKED BY:

DRAWN BY:

A601

RGH

CC

CD CONSTRUCTION

DOCUMENTS

2019 MAR 22

DESCRIPTION DATE

INFRASTRUCTURE

RENOVATION

MARK

CLIENT

PROJECT DESCRIPTION

CITY

STATE

ISSUE DATES

PROJECT NO: 20185390

GRAND RAPIDS

MINNESOTA

TELE FAX

Grand Forks ND Williston ND Bemidji MN

Fargo ND Minot ND Buenos Aires ARG

Bismarck ND Norwich VT

222 Third Street NW, Bemidji, MN 56601

218.751.0151 218.751.0170

Sioux Falls SD St. Paul MN Fort Collins CO Phoenix AZ

55335

Architect under the laws of the State of supervision and that I am a duly licensed report was prepared by me or under my direct I hereby certify that this plan, specification, or

Signature:

Print Name:

Minnesota.

Date: License #:

Craig Clark

05/31/2018

DESIGN CODES - ALL CODES LATEST EDITION UON:

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 15th ED., ASD

AWS AMERICAN WELDING SOCIETY STANDARDS FOR WELDING AS MODIFIED BY AISC SPEC.

IBC INTERNATIONAL BUILDING CODE, IBC 2015

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS - MINIMUM DESIGN LOADS FOR BUILDINGS

AND OTHER STRUCTURES (ASCE 7-10)

ACI AMERICAN CONCRETE INSTITUTE, 318-14

CRSI CONCRETE REINFORCING STEEL INSTITUTE MANUAL OF STANDARD PRACTICE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

NOTE: CODES ARE AMENDED AS REQUIRED BY THE STATE BUILDING CODE WITH JURISDICTION

GOVERNING THE PROJECT LOCATION.

DESIGN LOADS:

THE DESIGN INCLUDED HEREWITH IS BASED ON THE FOLLOWING DESIGN LOADS

SUPERIMPOSED ON THE COMPLETED BUILDING.

SNOW LOADS:

FLAT ROOF SNOW LOAD (BUILDING) Pf = 42 PSF GROUND SNOW LOAD Pg = 70 PSF SNOW EXPOSURE FACTOR Ce = 1.0 THERMAL FACTOR Ct = 1.0 SNOW LOAD IMPORTANCE FACTOR l = 1.0 (OCCUPANCY CATEGORY II)

DRIFT LOADS AS PER ASCE 7-10

ROOF DEAD LOADS:

AT FLAT ROOF LOCATIONS =15 PSF ROOFING, 10 PSF COLLATTERAL

DEAD LOAD

WALLS - MWFRS:

EXTERIOR LATERAL WIND PRESSURE - MWFRS = 16 PSF FROM 0-20 FEET HIGH

WIND LOADS:

WIND DESIGN CRITERIA: (PER ASCE 7-10)

BASE WIND SPEED = 115 MPH (3 SECOND GUST)

IMPORTANCE FACTOR = 1.0 (OCCUPANCY CATEGORY II)

EXPOSURE = C

INTERNAL PRESSURE COEFFICIENT = ±0.18

NET UPLIFT = 18 PSF ON ROOF AREAS

ALLOWABLE SOIL BEARING PRESSURE = 3500 PSF

GENERAL REQUIREMENTS

1. GENERAL CONTRACTOR TO PROVIDE AN AS-BUILT SET OF DRAWINGS FOR EACH SHEET TO

EAPC AT THE COMPLETION OF THE PROJECT WITH ALL CHANGES MADE IN THE FIELD

CLEARLY MARKED ON IT.

2. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL STRUCTURAL SYSTEMS WITH

ARCHITECTURAL FINISHES, DETAILS, ETC. CONTRACTOR SHALL COORDINATE MECHANICAL

AND ELECTRICAL SYSTEMS TO AVOID CUTTING OR ALTERING STRUCTURAL MEMBERS IN

ANY MANNER. DO NOT FIELD CUT ANY STRUCTURAL STEEL BEAM, COLUMN, JOIST, ETC.

WITHOUT WRITTEN APPROVAL FROM ENGINEER OF RECORD.

3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PREPARED AS OUTLINED IN THE

SPECIFICATIONS MANUAL PRIOR TO FABRICATING ANY STRUCTURAL MEMBER. FIELD

MODIFICATIONS ARE NOT ALLOWED WITHOUT WRITTEN APPROVAL FROM ENGINEER OF

RECORD.

4. THE STRUCTURAL DESIGN IS BASED ONLY ON THE BUILDING IN ITS COMPLETED STATE.

CONTRACTOR SHALL TAKE WHATEVER PRECAUTIONS ARE NECESSARY TO WITHSTAND ALL

HORIZONTAL AND VERTICAL LOADINGS THAT MAY BE ENCOUNTERED DURING THE

CONSTRUCTION PRIOR TO COMPLETION OF THE BUILDING.

5. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION

SAFETY. PROVIDE CONSTRUCTION SHORING AND BRACING AS NECESSARY TO COMPLETE

THE INSTALLATION OF ALL STRUCTURAL MEMBERS/ FOOTINGS/ ETC.

6. NO OPENINGS OR SLEEVES (EXCEPT AS DETAILED) SHALL BE CUT OR PROVIDED IN

FOOTINGS, WALLS OR STRUCTURAL FLOOR CONSTRUCTION WITHOUT APPROVAL.

7. REFER TO ARCHITECTURAL PLANS FOR DETAILS OF CONCRETE, REVEALS, NOTCHES,

REGLETS, DRIPS, BLOCKOUTS AT DOORWAYS, AND WATERPROOFING/DRAINAGE BOARD.

8. CONTRACTOR SHALL EMPLOY AND PAY FOR SERVICES OF AN INDEPENDENT TESTING

AGENCY TO PERFORM SPECIFIED TESTING AND SPECIAL INSPECTION AS REQUIRED PER THE

TECHNICAL SPECIFICATIONS OR AS SPECIFICALLY NOTED.

9. CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY AND COORDINATE INDEPENDENT

TESTING AGENCY WORK DURING CONSTRUCTION. EMPLOYMENT OF AGENCY IN NO WAY

RELIEVES CONTRACTOR OF OBLIGATION TO PERFORM WORK IN ACCORDANCE WITH

REQUIREMENTS OF CONTRACT DOCUMENTS.

10. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND

CONDITIONS PRIOR TO BEGINNING WORK. REPORT ANY DISCREPANCIES TO A/E.

11. TESTING AGENCIES SHALL PROMPTLY SUBMIT COPIES OF SPECIAL INSPECTION AND

TESTING REPORT TO ENGINEER OF RECORD UON.

12. RECESSED FLOOR FOR TILE - SEE ARCHITECTURAL DRAWINGS FOR RECESS DEPTH &

LOCATION.

13. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OR APPROVED FILL COMPACTED TO A

MINIMUM OF 95% OF MAXIMUM DENSITY.

14. ALL FOOTINGS TO BE CENTERED UNDER COLUMNS OR WALLS UNLESS NOTED.

15. CONTRACTOR SHALL TAKE 3 CONCRETE CYLINDERS, DATED AND CURED SIMILAR TO SLAB

CONDITIONS AND STORED FOR POSSIBLE TESTING.

MATERIAL SPECIFICATIONS:

SEE SPECIFICATIONS FOR COMPLETE SPECIFICATIONS

STRUCTURAL STEEL:

HSS SQUARE/RECTANGULAR SECTIONS ASTM A500 GRADE B (Fy=46 KSI) PLATES/ANGLES/CHANNELS ASTM A36 (Fy=36 KSI) MISCELLANEOUS SHAPES ASTM A36 (Fy=36 KSI)

HIGH STRENGTH BOLTS ASTM A325 TYPE N, UNLESS OTHERWISE

NOTED

WELDING ELECTRODES E70XX

ANCHOR RODS ASTM F1554 GR 36

CONCRETE FASTENERS HILTI HUS-H, SIMPSON TITEN HD

CHEMICAL ANCHORS SIMPSON ACRYLIC TIE, HILTI HSE 2411 OR

FASTENAL PROPOXY 300

THREADED RODS FOR CHEMICAL ANCHORS SEE SPEC 05 1200

COLD FORM FRAMING SEE SPEC 05 4000

CONCRETE:

REINFORCING BARS ASTM A615 GR 60, DEFORMED, FABRICATE TO

CRSI STANDARDS

WELDED WIRE REINFORCING (W.W.R.) ASTM A185, AS DRAWN

WELDED REBAR ASTM A706, GR 60, DEFORMED

CONCRETE (28 DAY COMPRESSIVE STRENGTH):

FOOTINGS/FOUNDATION WALLS/PIERS/SLABS f'c = 3500 PSI

SPECIAL INSPECTION/TESTING:

1. SPECIAL INSPECTION/TESTING REPORT SHALL INCLUDE THE FOLLOWING INFORMATION:

• DATE REPORT IS ISSUED.

• PROJECT TITLE AND NUMBER.

• NAME OF INSPECTOR OR TESTING TECHNICIAN.

• DATE AND TIME OF SAMPLING OR INSPECTION.

• IDENTIFICATION OF PRODUCT AND SPECIFICATIONS SECTION.

• LOCATION IN THE PROJECT.

• TYPE OF TEST/INSPECTION.

• RESULTS OF TEST/INSPECTION.

• CONFORMANCE WITH CONTRACT DOCUMENTS.

• DATE OF TEST/INSPECTION.

• INTERPRETATION OF RESULTS WHEN REQUESTED BY ENGINEER OF RECORD.

2. RE-TESTING OF MATERIAL OR RE-INSPECTION OF WORK REQUIRED BECAUSE OF NON-

CONFORMANCE TO SPECIFIED REQUIREMENTS SHALL BE PERFORMED BY THE SAME AGENCY

AND SHALL BE PAID FOR BY THE CONTRACTOR.

3. SPECIAL INSPECTIONS AND TESTING AGENCIES SHALL PERFORM WORK IN ACCORDANCE

WITH CURRENT TESTING STANDARDS. FREQUENCY AND AREAS OF SPECIAL INSPECTION AND

TESTING SHALL FOLLOW SPECIAL INSPECTION AND TESTING SCHEDULE INCLUDED WITH

CONTRACT DOCUMENTS.

4. SPECIAL INSPECTIONS SHALL BE THE NORMAL CONSTRUCTION QUALITY CONTROL TESTING

INDICATED IN EACH SPECIFICATION SECTION.

5. CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY AND COORDINATE INDEPENDENT TESTING

AGENCY AND INDEPENDENT SPECIAL INSPECTION AGENCY WORK DURING CONSTRUCTION.

EMPLOYMENT OF AGENCY IN NO WAY RELIEVES CONTRACTOR OF OBLIGATION TO PERFORM

WORK IN ACCORDANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS.

6. SPECIAL INSPECTION AND TESTING AGENCIES SHALL PROMPTLY SUBMIT COPIES OF SPECIAL

INSPECTION AND TESTING REPORT TO ENGINEER OF RECORD UON.

STRUCTURAL ABBREVIATIONS

AB ANCHOR BOLT

ADDL ADDITIONAL

ADH ADHESIVE

ADJ ADJUSTABLE

ADJC ADJACENT

AES ARCHITECTURALLY EXPOSED

FABRICATIONS STEEL

AESS ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL

AFF ABOVE FINISHED FLOOR

AL ALUMINUM

ANC ANCHOR(AGE)

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ASSY ASSEMBLY

A

MAS MASONRY

MAX MAXIMUM

MC MISCELLANEOUS CHANNEL

MFR MANUFACTURER

MECH MECHANICAL

MEZZ MEZZANINE

MIN MINIMUM

MISC MISCELLANEOUS

MTL METAL

M

BF BOTH FACES

BFE BOTTOM OF FOOTING

ELEVATION

BLDG BUILDING

BLK(G) BLOCK(ING)

BM BEAM

BOT BOTTOM

BP BENT PLATE

BRDG BRIDGING

BRG BEARING

BRK BRICK

BT BENT

BTOB BACK-TO-BACK

B

C AMERICAN STANDARD

CHANNEL

C/C CENTER TO CENTER

CAP CAPACITY

CF CUBIC FEET

CHAM CHAMFER

CHKD CHECKED

CIP CAST IN PLACE

CJ CONTROL/CONSTRUCTION

JOINT

CJP COMPLETE JOINT

PENETRATION

CL CENTERLINE

CLR CLEAR(ANCE)

CM CORRUGATED METAL

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPOSITE

CONC CONCRETE

CONN CONNECT(ION)

CONST CONSTRUCTION

CONT CONTINU(E) (OUS) (ATION)

CONTR CONTRACTOR

COORD COORDINATE

C

D&E DRILL AND EPOXY GROUT

DBA DEFORMED BAR ANCHOR

DBE DECK BEARING ELEVATION

DBL DOUBLE

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DO DITTO

DR DOOR

DT DOUBLE TEE/DRAIN TILE

DWG(S) DRAWING(S)

DWL DOWEL (REBAR)

D

EA EACH

EB EXPANSION BOLT

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

EQ EQUAL

EQP EQUIPMENT

ES EACH SIDE

ETR EXISTING TO REMAIN

EW EACH WAY

EX EXISTING

EXP EXPOSED/EXPANSION

E

FB FACE BRICK

FD FLOOR DRAIN

FDN FOUNDATION

FFE FINISHED FLOOR ELEVATION

FIN FINISH(ED)

FL FLOOR

FLG FLANGE

FS FAR SIDE

FTG FOOTING

F

GA GAUGE

GALV GALVANIZED

GLB GLUE-LAMINATED BEAM

GR GRADE

G

HC HOLLOW CORE

HEX HEXIGONAL

HGT HEIGHT

HORIZ HORIZONTAL

HPT HIGH POINT

HR HANDRAIL

HSS HOLLOW STRUCTURAL

SECTION

H

ID INSIDE DIAMETER

IF INSIDE FACE

INFO INFORMATION

INS INSULATION

IT INVERTED TEE

I

JBE JOIST BEARING ELEVATION

JST JOIST

JT JOINT

J k KIP

KCJ KEYED CONTROL JOINT

KO KNOCK OUT

K

L ANGLE

LB POUND

LIN LINEAR

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCAT(E) (ION)

LONG LONGITUDINAL(LY)

LPT LOW POINT

LTL LINTEL

LW LIGHTWEIGHT

LWC LIGHTWEIGHT CONCRETE

L

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NEAR SIDE

NSG NON-SHRINK GROUT

NTS NOT TO SCALE

NW NORMAL WEIGHT

N

O/C ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OH OVERHEAD

OPG OPENING

OPP OPPOSITE

O

PAR PARALLEL

PC PRECAST

PJP PARTIAL JOINT

PENETRATION

PL PLATE

PLF POUNDS PER LINEAL FOOT

PLWD PLYWOOD

PNL PANEL

PNT PAINT

PROJ PROJECT(ION) (OR)

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POST TENSION(ED) (ING)

PVC POLY-VINYL CHLORIDE

P

R RISER

RAD RADIUS

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REBAR REINFORCING BAR

REF REFER(ENCE)

REINF REINFORC(E) (ED) (ING)

(EMENT)

REM REMOVABLE

REQD REQUIRED

RF ROOF

RO ROUGH OPENING

R

S S SHAPE

SC SOLID CORE

SCHED SCHEDULE

SF SQUARE FOOT

SIM SIMILAR

SL SNOW LOAD

SLV SLEEVE

SOG SLAB ON GRADE

SPEC(S) SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STIF STIFFENER

STL STEEL

STRUC STRUCTUR(E) (AL)

SYM SYMMETR(Y) (ICAL)

S

T&B TOP AND BOTTOM

TBE TOP OF BEAM ELEVATION

TCE TOP OF PILE CAP (DRILLED

PIER CAP) ELEVATION

TDE TOP OF DECK ELEVATION

TEMP TEMPERATURE/TEMPORARY

TFE TOP OF FOOTING ELEVATION

TJE TOP OF JOIST ELEVATION

TLE TOP OF LEDGE ELEVATION

TME TOP OF MASNORY ELEVATION

TPE TOP OF PIER ELEVATION

TRANS TRANSVERSE

TSE TOP OF SLAB ELEVATION

TWE TOP OF WALL ELEVATION

TYP TYPICAL

T

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

U

VAR VARIES

VERT VERTICAL

VIF VERIFY IN FIELD

VR VAPOR RETARDER

V

W WIDE FLANGE SHAPE

W/ WITH

W/O WITHOUT

WD WOOD

WL WIND LOAD

WPT WORK(ING) POINT

WS WATER STOP

WT WEIGHT/STRUCTURAL TEE

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

W

XP(D) EXPOSE(D)

X

℄ CENTERLINE

∠ ANGLE

@ AT

° DEGREE

Ø DIAMETER

/ PER

⏊ PERPINDICULAR

# POUND

SPECIAL SYMOBLS

Q QUANTITY

Q

CONCRETE: - SPEC 03 3000

1. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SOILS FROM

FREEZING OR REMOVE THEM PRIOR TO CONSTRUCTION.

2. CONCRETE SHALL NOT BE CAST AGAINST FROZEN SOILS. FROZEN SOILS SHALL BE

REMOVED PRIOR TO CASTING FOOTINGS. REPLACE FROZEN SOILS WITH COMPACTED

ENGINEER FILL.

3. INSULATED PROTECTIVE BLANKETS OR OTHER SUPPLEMENTAL HEAT SHALL BE USED TO

PROVIDE SUFFICIENT PROTECTION TO MAINTAIN DESIGNED CURING TEMPERATURES.

CONCRETE THAT FREEZES OR CRACKS DUE TO FREEZING SHALL BE REPLACED BY THE

CONTRACTOR WITH NO EXPENSE TO THE OWNER.

4. PROVIDE A MINIMUM 6" THICK DRAINAGE COURSE BELOW ALL INTERIOR FLOOR SLABS ON

GRADE UNLESS NOTED OTHERWISE ON PLANS OR SPECIFICATIONS (DRAINAGE COURSE

SHALL BE ASTM C33 FINE AGGREGATE OR SIZE #8 COARSE AGGREGATE. BETWEEN

DRAINAGE COURSE AND FINAL GRADE

5. CONCRETE FOOTINGS, WALLS, AND OTHER CONCRETE COMPONENTS SHALL BE

PROTECTED FROM FREEZING FOR A MINIMUM OF 7 DAYS CURING TIME AS FOLLOWS:

REQUIRED CONCRETE TEMPERATURES

AIR TEMPERATURE

SECTION SIZE, MINIMUM DIMENSION

< 12" 12"-36"

MINIMUM CONCRETE TEMPERATURE AS PLACED AND MAINTAINED

55° F 50° F

MINIMUM CONCRETE TEMPERATURE AS MIXED FOR INDICATED WEATHER

ABOVE 30° F 60° F 55° F

0° F TO 30° F 65° F 60° F

BELOW 0° F 70° F 65° F

CONCRETE REINFORCING: - SPEC 03 2000

1. ALL REINFORCING BAR LAPS SHALL BE CLASS "B" UNLESS NOTED OTHERWISE, PLUS 6" AT

NON-CONTACT SPLICES. SEE MASONRY/CONCRETE NOTES FOR BAR LAP SPLICE LENGTHS.

2. PROVIDE CONCRETE COVER AT REINFORCING PER THE FOLLOWING:

3. PLACEMENT OF STEEL REINFORCING SHALL BE IN ACCORDANCE WITH CRSI MANUAL OF

STANDARD PRACTICE. POSITION, SUPPORT AND SECURE REINFORCEMENT AGAINST

DISPLACEMENT. DO NOT DEVIATE FROM REQUIRED POSITION.

4. REINFORCEMENT SHALL BE INSPECTED BY THE SPECIAL INSPECTION AGENCY ACCORDING TO

THE SPECIAL INSPECTIONS AND TESTING SCHEDULE. CONTRACTOR SHALL NOTIFY SPECIAL

INSPECTION AGENCY 24 HOURS PRIOR TO REQUESTED INSPECTION.

5. DO NOT WELD REINFORCING UNLESS SPECIFICALLY SHOWN ON PLANS OR WITH WRITTEN

PERMISSION FROM ENGINEER OF RECORD.

CONCRETE COVER AT STEEL REINFORCING

REINFORCING LOCATION

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH

CONCRETE COVER AT STEEL REINFORCING

CONCRETE COVER AT STEEL REINFORCING

CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

SLABS, WALLS OR JOISTS

#14 AND #18 BARS

#11 BARS AND SMALLER

MINIMUM COVER

3"

2"

1 1/2"

1 1/2" 3/4"

CAST-IN-PLACE CONCRETE: - SPEC 03 3000

1. CONCRETE SHALL BE REDI-MIXED PRODUCT (PLANT MIXED) ACCORDING TO APPROVED

CONCRETE MIX DESIGN SUBMITTALS. CONTRACTOR SHALL PROVIDE (6) COPIES OF CONCRETE

MIX DESIGN SUBMITTAL TO ENGINEER OF RECORD. CONCRETE PLACEMENT SHALL NOT

COMMENCE WITHOUT APPROVED CONCRETE MIX DESIGN SUBMITTALS. CONCRETE SHALL

NOT BE MIXED ON SITE EXCEPT FOR SMALL PATCHING. DO NOT ADD WATER TO REDI-MIXED

CONCRETE AT THE SITE EXCEPT TO REPLACE WATER LOST DURING TRANSPORTATION OF THE

CONCRETE FROM THE REDI-MIX PLANT TO THE SITE.

2. CONCRETE MIX DESIGN SHALL BE PREPARED WITH ONE OF THE FOLLOWING TWO OPTIONS:

A. CONCRETE REDI-MIX PLANT SHALL PROVIDE A HISTORY FOR EACH MIX DESIGN. THE

HISTORY SHALL SHOW TESTED CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS FOR A

MINIMUM OF 30 CONSECUTIVE TESTS OR TWO GROUPS OF CONSECUTIVE TESTS

TOTALING AT LEAST 30 TESTS.

B. AN INDEPENDENT LABORATORY SHALL PREPARE EACH MIX DESIGN. THE MIX DESIGN

SUBMITTAL SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER.

3. THE COST TO PREPARE THE MIX DESIGN SUBMITTAL AND ANY ASSOCIATED COSTS FOR

TESTING TO PROVIDE A HISTORY SHALL BE PAID BY THE CONTRACTOR.

4. CONCRETE CURING ACCELERATORS SUCH AS CALCIUM CHLORIDE ARE NOT ALLOWED

WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD.

5. FOOTING STEPS SHALL BE GENERALLY LOCATED WHERE INDICATED ON THE FOOTING AND

FOUNDATION PLAN.

6. ALL CONTINUOUS FOOTINGS SHALL BE CENTERED BELOW WALLS UNLESS OTHERWISE NOTED

ON THE PLANS.

7. ALL SPREAD FOOTINGS SHALL BE CENTERED BELOW WALLS/PIERS/COLUMNS UNLESS

OTHERWISE NOTED ON THE PLANS.

8. PROVIDE A ROUGH SURFACE AT THE TOP OF ALL FOOTINGS.

9. DOWEL VERTICAL WALL REINFORCING TO FOOTING OR THICKENED SLAB WITH BARS OF THE

SAME SIZE AND SPACING AS THE VERTICAL WALL REINFORCING UNLESS OTHERWISE NOTED.

PROVIDE A STANDARD HOOK AT THE BOTTOM OF THE DOWEL AND EMBED INTO THE

FOOTING. PROVIDE A CLASS "B" LAB WITH THE WALL VERTICAL REINFORCING.

10. PERIMETER FOUNDATIONS WALL CONSTRUCTION JOINTS SHALL BE SPACED AT NOT MORE

THAN 50 FEET ON CENTER.

11. VERIFY WITH ARCHITECT ALL FLOOR SLAB DEPRESSIONS AND DETAILS RELATED TO

ARCHITECTURAL FINISHES. VERIFY WITH MECHANICAL DRAWINGS ALL HOUSEKEEPING PAD

LOCATIONS AND SIZES. FLOOR SLAB DEPRESSIONS AND MECHANICAL HOUSEKEEPING PADS

ARE NOT TYPICALLY SHOWN ON THE STRUCTURAL DRAWINGS.

12. PROVIDE KEYED CONSTRUCTION JOINTS (kcj) AT CONCRETE SLAB ON GRADE FLOORS AT

LOCATIONS SHOWN ON ALL PLANS. JOINTS SHALL BE DOWELED TOGETHER USING SMOOTH

STEEL DOWEL BARS INSERTED INTO PLASTIC SLEEVES (GREENSTREAK SPEED DOWELS OR

EQUAL) AS SHOWN ON THE KCJ DETAIL.

13. PROVIDE SAW CUT CONTROL JOINTS (CJ) AT CONCRETE SLAB ON GRADE FLOORS AT

LOCATIONS SHOWN ON PLANS WITHIN 18 HOURS OF CONCRETE PLACEMENT.

14. AT DROPPED SLABS ON COMPACTED SAND BASE, MAINTAIN CONCRETE THICKNESS AND

WWF REINFORCING. LIMITS OF DROPPED AND DEPRESSED FLOOR AREAS TO BE LOCATED

FROM ARCHITECTURAL PLANS.

15. PROVIDE 3" MINIMUM CONCRETE COVER AROUND STEEL COLUMNS AND STEEL BASE PLATES

EXTENDING BELOW SLABS ON GRADE.

Drawing Title

COPYRIGHT:

CHECKED BY:

DRAWN BY:

PROJECT NO:

STATE

CITY

PROJECT DESCRIPTION

DESCRIPTION DATE

ISSUE DATES

CLIENT

MARK

All plans, specifiecations, computer files, field data, notes and other documents and instruments prepared by EAPC as instruments of service shall remain the property of EAPC. EAPC shall retain all common lay, statutory and other reserved rights, including the copyright there to.

CD CONSTRUCTION

DOCUMENTS

2019 MAR 22

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20185390

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TJ

MINNESOTA

GRAND RAPIDS

INFRASTRUCTURE

RENOVATION

GENERAL STRUCTURAL

NOTES

TELE FAX

www.eapc.net

Grand Forks ND Fargo ND Bismarck ND

Williston ND Minot ND Norwich VT

Bemidji MN Buenos Aires ARG

222 Third Street NW, Bemidji MN 56601

Sioux Falls SD

St. Paul MN Fort Collins Co Phoenix AZ

218.751.0151 218.751.0170

50505

Professional Engineer under the laws of the supervision and that I am a duly licensed report was prepared by me or under my direct I hereby certify that this plan, specification, or

Signature:

Print Name:

State of Minnesota.

Date: License #:

Timothy J. Gustafson

22 MAR 2019

A B S201

S201

/4

8' - 2 1/2"

A B S201

S201

HSS3X3X1/4

H S

S

X

X

/4

HSS3X3X1/4

H S

S

X

X

/4

/4

8' - 2 1/2"

FIRST FLOOR

100' - 0"

SECOND FLOOR

112' - 0"

TOP OF FRAMING

112' - 0"

A B

E Q

E Q

E Q

E Q

L2-1/2X2-1/2X1/4

L2-1/2X2-1/2X1/4

L2-1/2X2-1/2X1/4

L2-1/2X2-1/2X1/4

HSS3X3X1/4

H S

S

X

X

/4

H S

S

X

X

/4

FIRST FLOOR

100' - 0"

SECOND FLOOR

112' - 0"

TOP OF FRAMING

112' - 0"

L2 -1

/2 X2-1

/2 X1/4

L2-1/2X2-1/2X1/4

L2 -1

/2 X2

-1 /2

X1 /4

L2-1/2X2-1/2X1/4

HSS3X3X1/4

H S

S

X

X

/4

H S

S

X

X

/4

FIRST FLOOR

100' - 0"

L2-1/2X2-1/2X1/4

EXISTING CONCRETE

1/4

PL 3/8"x7 1/2"x7 1/2"

(4) 1/2"x4" ANCHORS W/

SIMPSON SET EPOXY

1/4

H S

S

X

X

/4

L2-1/2X2-1/2X1/4

L2-1/2X2-1/2X1/4

1/4

SECOND FLOOR

112' - 0"

TOP OF FRAMING

112' - 0"

1/4

1/4

1/4

L2-1/2X2-1/2X1/4

HSS3X3X1/4

H S

S

X

X

/4 ANGLE 2 1/2x 2 1/2 x 1/4

Drawing Title

COPYRIGHT:

CHECKED BY:

DRAWN BY:

PROJECT NO:

STATE

CITY

PROJECT DESCRIPTION

DESCRIPTION DATE

ISSUE DATES

CLIENT

MARK

All plans, specifiecations, computer files, field data, notes and other documents and instruments prepared by EAPC as instruments of service shall remain the property of EAPC. EAPC shall retain all common lay, statutory and other reserved rights, including the copyright there to.

CD CONSTRUCTION

DOCUMENTS

2019 MAR 22

FI

LE

L O

C A

T

IO

N

P

LO

T D

A T E

D R e v it L o c a l F ile s \2

P ro je c ts

\2

-S

T R

U C

T r-

E A

P C jo n .e n g lu n d e a p c .n e t.

rv t

/9

/2

:1 :0

A

M

S201

20185390

JCE

TJ

MINNESOTA

GRAND RAPIDS

INFRASTRUCTURE

RENOVATION

TOWER FRAMING

TELE FAX

www.eapc.net

Grand Forks ND Fargo ND Bismarck ND

Williston ND Minot ND Norwich VT

Bemidji MN Buenos Aires ARG

222 Third Street NW, Bemidji MN 56601

Sioux Falls SD

St. Paul MN Fort Collins Co Phoenix AZ

218.751.0151 218.751.0170

1/2" = 1'-0"S201

1 First Floor Slab Plan

1/2" = 1'-0"S201

2 Second Floor Framing Plan

1/2" = 1'-0"S201

3 Elevation 1 - a 1/2" = 1'-0"S201

4 Elevation 2 - a

1 1/2" = 1'-0"S201

5 Section 1 - Callout 1

1 1/2" = 1'-0"S201

6 Section 1 - Callout 2

1 1/2" = 1'-0"S201

7 Section 1 - Callout 3

50505

Professional Engineer under the laws of the supervision and that I am a duly licensed report was prepared by me or under my direct I hereby certify that this plan, specification, or

Signature:

Print Name:

State of Minnesota.

Date: License #:

Timothy J. Gustafson

22 MAR 2019

ABBREVIATIONS

CEILING GRILLECG

CONVECTOR

CHILLED WATER SUPPLY

CABINET HEATER

CLEANOUT

CEILING

CONTINUATION

DIAMETER

DRY BULB

DOWN

DRAWING

DRAIN

CHECK VALVE

COOLING TOWER

DIRECT EXPANSION

CEILING REGISTER

CONDENSATE PUMP OR CIRCULATING PUMP

COLD WATER & CONDENSER WATER

CHILLED WATER RETURN

DX

DIA

DN

DB

DR

DWG

CW

CV

CT

CWS

CONV

CR

CUH

CP

CONT

CO

CLG

CWR

ABOVE FINISHED FLOOR

AIR COOLED CONDENSING UNIT

ACCESS DOOR OR AREA DRAIN

AIR HANDLING UNIT

AIR CONDITIONING UNIT

AQUEOUS FILM FORMING FOAM

COOLING COIL

CONVECTOR

BOTTOM OF PIPE

CUBIC FEET PER MINUTE

CEILING DIFFUSER OR CONDENSATE DRAIN

BRITISH THERMAL UNIT

BRAKE HORSEPOWER

BOTTOM OF THE BEAM

BALANCING VALVE

CEILING EXHAUST FAN

BACK DRAFT DAMPER

BTU

CFM

CC

CD

C

BOP

BV

BOB

CEF

AHU

ACCU

AFF

AD

AC

AFFF

BHP

BDD

LEGEND

ABBREVIATIONS

MAXIMUMMAX

THOUSAND BTU PER HOUR

MOTOR CONTROL CENTER

NEW TO EXISTING CONNECTION

MOTOR OPERATED DAMPER

OPPOSED BLADE DAMPER

OUTSIDE DIMENSION

OVERFLOW STORM PIPING

OUTSIDE SCREW & YOKE GATE VALVE

OA

OBD

OST

OS&Y

OD

NTS

NO

NFA

NIC

OUTSIDE AIR

NET FREE AREA

NORMALLY OPEN

NOT TO SCALE

NOT IN CONTRACT

MUA

N/E

MOD

NC

MS

MBH

MCC

MIN

MH

NORMALLY CLOSED

MAKE UP AIR UNIT

MOP SINK

MANHOLE

MINIMUM

HEATING AND VENTILATING UNIT

HOT WATER CIRCULATION

LEAVING AIR TEMPERATURE

LEAVING WATER TEMPERATURE

MIXED AIR TEMPERATURE

LINEAR SLOT DIFFUSER (CEILING, WALL, SILL, & FLOOR)

MAT

LWT

LSD

LVR

LAT

LBS

LDR

L

JP

LOUVER

POUNDS

LAVATORY

JOCKEY PUMP

LEADER

HWC

IN

JS

ID

HX

HWS & HWR

HVU

HP

HEAT EXCHANGER

INSIDE DIMENSION

JANITOR'S SINK

INCHES

HORSE POWER

HOT WATER SUPPLY AND RETURN

CHECK VALVE, FLOW DIRECTION

FLOOR CLEANOUT/GRADE CLEANOUT

GLOBE VALVE

GATE VALVE

MIXING VALVE

METER

MANUAL AIR VENT

GAS PRESSURE REGULATOR

M

DIRT POCKET

FLOW MEASURING STATION

GAS COCK VALVE

ECCENTRIC REDUCER (E.R.)

CONCENTRIC REDUCER

F

PC

ST

LPS

LPR

MPS

HPS

HWS

HWR

AUTOMATIC 2-WAY CONTROL VALVE

ARROW INDICATES DIRECTION OF FLOW

CAPPED PIPE WITH SHUT-OFF VALVE

AUTOMATIC FLOW CONTROL VALVE

AUTOMATIC 3-WAY CONTROL VALVE

BACK FLOW PREVENTER-RPZ

BALL VALVE

BALANCING VALVE

BOTTOM PIPE CONNECTION

ANGLE RELIEF VALVE

AUTOMATIC AIR VENT

A

CW

FOV

HPC

G

HPR

FOR

FOS

CHWR

CWR

CHWS

A

CD

SPACING

(MAXIMUM)

26 24(.020) A & BUP THRU 18"

THERMOSTAT WITH ZONE OR

EQUIPMENT DESIGNATION

DUCT SMOKE DETECTOR SUPPLIED BY ELECTRICAL

TRADE, INSTALLED BY MECHANICAL TRADE.

H

T

S

HUMIDISTAT

FLOW SWITCH

19" THRU 24"

25" THRU 36"

37" THRU 54"

55" THRU 80"

81" THRU 96"

OVER 96"

22(.025)

22(.025)

20(.032)

18(.040)

16(.051)

16(.051)18

H OR J

E OR I

E OR I

F OR G

H OR J

C

CEILING DIFFUSER

PARTITION OR WALL (SIZE)

DUCT MOUNTED HEATING COIL, WITH DUCT

ACCESS DOOR UPSTREAM OF HEATING COIL.

RETURN REGISTER OR GRILLE

TRANSFER GRILLES ON BOTH SIDES OF

SUPPLY REGISTER WITH AIR OUTLET

TERMINAL UNIT WITH HEATING COIL

SUPPLY DUCT UP

DEVICE DESIGNATION (100 CFM)

ROUND DUCT, UP

SUPPLY DUCT DOWN

RETURN OR EXHAUST DUCT UP

RETURN OR EXHAUST DUCT DOWN

RETURN OR EXHAUST REGISTER OR GRILLE

WITH AIR INLET DEVICE DESIGNATION (100 CFM)

ROUND DUCT, DOWN

RECTANGULAR

SHEET / CONSTRUCTION NOTE NUMBER

REVISION NUMBER

POINT OF CONNECTION (NEW TO EXISTING)

HATCH INDICATES ITEM(S) TO BE REMOVED

INTERNALLY LINED DUCTWORK

SECTION DESIGNATION

DETAIL DESIGNATION

DETAIL NUMBER

DRAWING NUMBER

DRAWING NUMBER

SECTION NUMBER

SQUARE FEET

RECTANGULAR

RECTANGULAR

RECTANGULAR

FLOOR DRAIN, AREA DRAIN

WATER CLOSET

URINAL

SINK

ELECTRIC WATER COOLER

LAVATORY

MOP BASIN

SANITARY WASTE, UNDERGROUND

SANITARY WASTE, ABOVE GRADE

(AW - ACID WASTE UNDERGROUND)

(AW - ACID WASTE ABOVE GRADE)

DOMESTIC HOT WATER CIRCULATION

SYMBOLS

TRG 12X12

R-1

S-1

ACCESS

AREA

SLOT DIFFUSER

H-1/8"

DUCT

DIMENSION

H

GAUGES

STEEL/ALUMINUM

(J)

(I)

TYPE

JOINTS

ANGLE REINFORCED

STANDING SEAM

AIR FLOW

(H)

H

H

(G)

AIR FLOW

STANDING SEAM

ANGLE SLIP

AIR FLOW

H

(F)

H

(E)

REINFORCED

BAR SLIP (CLEAT)

ALTERNATE BAR SLIP

(STANDARD "S" SLIP)

(C)

AIR FLOW

H

AIR FLOW

AIR FLOW

(B)

BAR SLIP

PLAIN "S" SLIP

HEMMED "S" SLIP

8'-0"

1 1/2"X1/8"L

1 1/2"X1/8"L

2'-0" 2"X1/4"L

4'-0"

3'-0"

2'-6"

5'-0"

5'-0"

1 1/8"

1"

H" DIMENSION

JOINT

(MINIMUM)

BACK FLOW PREVENTER ASSEMBLY

FIRE PROTECTION

ALARM CHECK VALVE W/ ALL RELATED APPURTENANCES

FIRE DEPT. HOSE VALVE W/ CAP & CHAIN

SPRINKLER INSPECTOR TEST STATION

EXTENDED COVERAGE SIDEWALL SPRINKLER HEAD

REDUCED PRESSURE BACK FLOW PREVENTER ASSEMBLY

PRE-ACTION VALVE W/ ALL RELATED APPURTENANCES

SPRINKLER FLOOR CONTROL VALVE ASSEMBLY

FIRE DEPARTMENT CONNECTION WALL MOUNTED

H= HEIGHT REFERRED TO IN DIMENSIONS

DRY PIPE VALVE W/ ALL RELATED APPURTENANCES

DUCT CONSTRUCTION STANDARDS

LEGEND

LEGEND

SLOPING RISE (R) OR DROP (D) IN DUCTWORK

DUCT SIZE (CLEAR INSIDE DIMENSION)

FIRST FIGURE INDICATES PLAN SIZE

DUCT ACCESS DOOR

(BDD) BACK DRAFT DAMPER

ROUND DUCT DIAMETER SIZE

VOLUME DAMPER IN DUCT (VD)

FLEXIBLE CONNECTION IN DUCT

ELBOW WITH TURNING VANES

DUCT SPLIT WITH SPLIT SIZE

(FD) FIRE DAMPER, (SD) SMOKE DAMPER,

(F/S) COMBINATION FIRE SMOKE DAMPER,

BRANCH TAKEOFF WITH VOLUME DAMPER

STORM DRAIN PIPING (BELOW GRADE)

PUMPED CONDENSATE RETURN

STORM DRAIN PIPING (ABOVE GRADE)

VENT PIPING (AV-ACID VENT)

DOMESTIC COLD WATER

DOMESTIC HOT WATER

MEDIUM PRESSURE STEAM

HIGH PRESSURE STEAM SUPPLY

LOW PRESSURE STEAM SUPPLY

LOW PRESSURE STEAM RETURN

HEATING WATER SUPPLY

HEATING WATER RETURN

18X12

RADIUS ELBOW

CONDENSER WATER SUPPLY

HIGH PRESSURE CONDENSATE RETURN

FUEL OIL SUPPLY PIPING

FUEL OIL RETURN PIPING

FUEL OIL VENT PIPING

HIGH PRESSURE STEAM RETURN

NATURAL GAS PIPING

CHILLED WATER RETURN

CONDENSATE DRAIN OR RETURN

CONDENSER WATER RETURN

CHILLED WATER SUPPLY

COMPRESSED AIR LINE

FLEXIBLE DUCT

18∅

18X12

R

(A)

DRIVE SLIP

ROOF MANIFOLD

SIDEWALL SPRINKLER HEAD

RPBP

PAV

HOSE BIBB

FIRE HOSE VALVE

FIRE HOSE VALVE CABINET

PENDANT SPRINKLER HEAD

DOUBLE CHECK VALVE

UPRIGHT SPRINKLER HEAD

DPV

DCVA

BPA

ACV

TC-1 TERMINAL COIL - (COIL NUMBER)

IJS IN JOIST SPACE

GHWS

GLYCOL HOT WATER SUPPLY

GHWR

GLYCOL HOT WATER RETURN

GLYCOL CHILLED WATER SUPPLY

GCWS

GLYCOL CHILLED WATER RETURN

GCWR

F/S FD SDRD

P

BUTTERFLY VALVE

WALL CLEANOUT

QUANTITY IN ROOM

S-SUPPLY, R-RETURN, E-EXHAUST, T-TRANSFERNO.

CFM

ST

ZONE VALVE

MEDICAL GAS OUTLET (TYPICAL)

A

MA

MEDICAL AIR

OX

OXYGEN

VAC

VACUUM

NO

NITROUS OXIDE

WAG

WASTE ANESTHESIA GAS

MECHANICAL LEGEND

GLYCOL

HEATING COIL

GALLONS

GATE VALVE

HOSE BIBB

GALLONS PER MINUTE

HC

GLY

HB

GPM

GV

GAL

°F DEGREES FAHRENHEIT

FLOOR

FIXTURE UNIT

FEET

FURNISHED BY OTHERS

FULL LOAD AMPERES

COMBINATION FIRE AND SMOKE DAMPER

FIN TUBE RADIATION

FLEXIBLE CONNECTION

FIRE CONTROL CENTER

LOW PRESSURE NATURAL GAS

FLOW SWITCH OR FLOOR SINK

FUEL OIL PUMP OR FIRE PUMP

FUEL OIL VENT PIPING

FUEL OIL SUPPLY PIPING

FUEL OIL RETURN PIPING

FIRE DEPARTMENT CONNECTION

FIRE HOSE CABINET

FLOOR DRAIN OR FIRE DAMPER

FSD

FS

FOV

FP

FOS

FTR

G

FU

FT

FBO

FC

FCC

FD

FLR

FLA

FOR

FHC

FDC

EXHAUST AIR

EXHAUST FAN

EFFICIENCY

ELEVATOR

EXHAUST GRILLE

ELEVATION

EXPANSION TANK

EXISTING

ELECTRIC HEATING COIL

ENTERING WATER TEMPERATURE

ENTERING DRY BULB

ELECTRIC UNIT HEATER

ENTERING WET BULB

ELECTRIC CABINET HEATER

ENTERING AIR TEMPERATURE

EXHAUST RESISTER

ELECTRIC WATER HEATER

ELECTRIC WATER COOLER

EHC

ELEV

EL

EWB

EUH

EWT

ET

EXIST

ER

EA

EAT

EFF

EF

EDB

ECH

EG

EWH

EWC

WALL OPENING (SIZE)WO 12X12

WC

WH

WB

W

WET BULB

WALL HYDRANT

WATER CLOSET

WASTE

HOSE END BLOW OFF VALVE

"Y" TYPE STRAINER WITH

SD

SMOKE DAMPER OR SMOKE DETECTOR

SUPPLY FAN OR SQUARE FEET

VARIABLE FREQUENCY DRIVE

VENT THROUGH ROOF

VARIABLE AIR VOLUME TERMINAL UNIT

STATIC PRESSURE OR SUMP PUMP

STORM PIPING OR SOUND TRAP (SOUND ATTENUATOR)

VAR

VFD

VTR

VAV

VD

VTR

UR

UH

TYP

VARIABLE

VOLUME DAMPER

TYPICAL

VENT THRU ROOF

UNIT HEATER

URINAL

SPKR

ST

TS

TOP

SS

SENS

SP

SF

SE

SPRINKLER

TOP OF PIPE

SERVICE SINK

TAMPER SWITCH

SENSIBLE

SEWAGE EJECTOR

POUNDS PER SQUARE INCH

POST INDICATING VALVE

PRESSURE DROP OR PUMP DISCHARGE

PRESSURE REDUCING VALVE OR POWER ROOF VENT

PLATE AND FRAME HEAT EXCHANGER

POUNDS PER SQUARE INCH (GAUGE)

REVOLUTIONS PER MINUTE

PSIG

SAN

SA

RTU

S

RPM

RD

RAF

RA

ROOF TOP UNIT

SANITARY

SUPPLY AIR

SINK

RETURN AIR

ROOF DRAIN

RETURN AIR FAN

PG

PHC

PSI

PRV

PIV

PFHX

P/FT

PD

P

PRESSURE GAUGE

PREHEAT COIL

PITCH PER FOOT

PUMP

SLEEVE

TEMPERATURE-PRESSURE TEST FITTING

VALVE WITH TAMPER SWITCH

THERMOMETER WELL

UNION

VACUUM BREAKER

TOP PIPE CONNECTION

"Y" TYPE STRAINER

WATER FLOW SWITCH

STEAM TRAP

SOLENOID VALVE

THERMOMETER

TEMPERATURE SENSOR

T

M2.1

M3.1

OS&Y (OUTSIDE SCREW & YOKE) VALVE

PIPING FLEXIBLE CONNECTION

PRESSURE REDUCING VALVE (PRV)

PRESSURE GAUGE AND GAUGE COCK

PITCH PIPE DOWN IN DIRECTION OF FLOW

PUMP

SHOCK ABSORBER

PIPE GUIDE

PIPE ANCHOR

PIPE DOWN

PIPE UP

PIPE EXPANSION JOINT

FD

WC

S

U

L

MB

EWC

HOT WATER

HW

MP01 MECHANICAL SYMBOLS & LEGEND SHEET

P100 UNDERGROUND PLUMBING DEMOLITION PLAN

P101 FIRST FLOOR PLUMBING DEMOLITION PLAN

P200 UNDERGROUND PLUMBING PLAN

P201 FIRST FLOOR PLUMBING PLAN, SCHEDULE, DETAIL & RISER

M101 FIRST FLOOR MECHANICAL DEMOLITION PLAN

M301 FIRST FLOOR MECHANICAL PLAN, ROOF PLAN & SECTIONS

M601 MECHANICAL SECTIONS & DETAILS

M801 MECHANICAL SCHEDULES

MECHANICAL SHEET INDEX

S-1

P l o t

D a t e M a r

F i l e

L o c a t i o n W

G

R N

D R

P D

S

U

S D

A

I n f r a s t r u c t u r e

R e n o v D r a w i n g s M

P d w g

MECHANICAL

SYMBOLS & LEGEND

SHEET

DRAWING TITLE

CHECKED BY:

DRAWN BY:

MP01

JS

JV

CD CONSTRUCTION

DOCUMENTS

2019 MAR 22

DESCRIPTION DATE

INFRASTRUCTURE

RENOVATION

MARK

CLIENT

PROJECT DESCRIPTION

CITY

STATE

ISSUE DATES

PROJECT NO: 20185390

GRAND RAPIDS

MINNESOTA

TELE FAX

Grand Forks ND Williston ND Bemidji MN

Fargo ND Minot ND Buenos Aires ARG

Bismarck ND Norwich VT

222 Third Street NW, Bemidji, MN 56601

218.751.0151 218.751.0170

Sioux Falls SD St. Paul MN Fort Collins CO Phoenix AZ

TYLER COULOMBE

License #:

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the

Print Name:

Signature:

Date:

State of Minnesota.

5616503/22/2019

AutoCAD SHX Text

FU_COLD

AutoCAD SHX Text

FU_HOT

AutoCAD SHX Text

FU_WASTE

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FU_TOTAL

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FIXT_CODE

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FU_COLD

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FU_HOT

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FU_WASTE

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FU_TOTAL

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FIXT_CODE

AutoCAD SHX Text

FU_COLD

AutoCAD SHX Text

FU_HOT

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FU_WASTE

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FU_TOTAL

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FIXT_CODE

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FU_COLD

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FU_HOT

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FU_WASTE

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FU_TOTAL

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FIXT_CODE

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FU_TOTAL

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FU_WASTE

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FU_HOT

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FU_COLD

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FIXT_CODE

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FU_TOTAL

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FU_WASTE

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FU_HOT

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FU_COLD

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FIXT_CODE

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FU_COLD

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FU_HOT

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FU_WASTE

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FU_TOTAL

FIXT_CODE

DEMOLITION NOTES:

DISCONNECT, REMOVE & DISPOSE OF EXISTING SINK & ASSOCIATED WASTE & VENT

PIPE. CAP WASTE PIPE AT MAIN. FIELD VERIFY EXACT SIZE & LOCATION.

DISCONNECT, REMOVE & DISPOSE OF EXISTING SINK. CAP WASTE PIPE AT WALL AND

ABANDON IN PLACE. FIELD VERIFY EXACT SIZE & LOCATION.

FLOOR CUTTING SHALL BE BY THE G.C. FIELD VERIFY EXACT LOCATION REQUIRED FOR

REMOVAL OF EXISTING PIPING & INSTALLATION OF UNDERGROUND PIPING,

COORDINATE CUTTING & PATCHING WITH G.C. PLUMBING CONTRACTOR SHALL

EXCAVATE AS REQUIRED FOR INSTALLATION OF NEW SANITARY WASTE PIPING THIS

LOCATION. PLUMBING CONTRACTOR SHALL BACKFILL & COMPACT AS REQUIRED TO

MATCH EXISTING.

P100

UNDERGROUND PLUMBING DEMOLITION PLAN

1/4" = 1'-0"

N N

KEY PLAN

N.T.S.

G.C. FLOOR CUTTING FOR FREEZER

INSTALLATION. PLUMBING

CONTRACTOR TO COORDINATE

ALL UNDERGROUND PLUMBING

WORK IN THIS LOCATION WITH

G.C. & FREEZER INSTALLATION.

P l o t

D a t e M a r

F i l e

L o c a t i o n W

G

R N

D R

P D

S

U

S D

A

I n f r a s t r u c t u r e

R e n o v D r a w i n g s P d w g

UNDERGROUND

PLUMBING

DEMOLITION PLAN

DRAWING TITLE

CHECKED BY:

DRAWN BY:

P100

JS

JV

CD CONSTRUCTION

DOCUMENTS

2019 MAR 22

DESCRIPTION DATE

INFRASTRUCTURE

RENOVATION

MARK

CLIENT

PROJECT DESCRIPTION

CITY

STATE

ISSUE DATES

PROJECT NO: 20185390

GRAND RAPIDS

MINNESOTA

TELE FAX

Grand Forks ND Williston ND Bemidji MN

Fargo ND Minot ND Buenos Aires ARG

Bismarck ND Norwich VT

222 Third Street NW, Bemidji, MN 56601

218.751.0151 218.751.0170

Sioux Falls SD St. Paul MN Fort Collins CO Phoenix AZ

TYLER COULOMBE

License #:

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the

Print Name:

Signature:

Date:

State of Minnesota.

5616503/22/2019

AutoCAD SHX Text

FREEZER

rsindt

DEMOLITION NOTES:

DISCONNECT, REMOVE & DISPOSE OF EXISTING DOMESTIC HOT & COLD WATER PIPE

AS INDICATED BY HATCH. FIELD VERIFY EXACT SIZE & LOCATION.

DISCONNECT, REMOVE & DISPOSE OF EXISTING SINK & ASSOCIATED DOMESTIC WATER,

WASTE & VENT…