090255FinalDwgs_032610.pdf

TE LE .

223 255

230 240

VIPER STREET

PH

AN

TO

M DR

IVE

249248

WING STORAGE

ALERT

CREW

PH

AN

TO

M

DR

IV

E

INVADER STREET

MUS

TA

NG

DR

IVE

SCORPION DRIVE

VOODOO STREET

RA

MP

LOCATION MAP

Minnesota Air National Guard

DULUTH, MINNESOTA

FMKM 932052

REPLACE CENTRAL

HEAT PLANT

MATERIALSCONTACTS

ARCHITECT

LHB, INC.

21 WEST SUPERIOR STREET, SUITE 500

DULUTH, MN 55802

PHONE: (218) 727-8446, FAX: (218) 727-8456

CONTACT: CYNTHIA POIRIER

E-MAIL: cynthia.poirier@LHBCORP.COM

CIVIL ENGINEER

LHB, INC.

CONTACT: DAN SHAW

STRUCTURAL ENGINEER

LHB, INC.

CONTACT: ALAN VORDERBRUGGEN

ELECTRICAL

LHB, INC.

CONTACT: LOYD HEIMBRUCH

MECHANICAL ENGINEER

FOSTER JACOBS & JOHNSON, INC.

345 CANAL PARK DRIVE, SUITE 200

DULUTH, MN 55802

PHONE: (218) 722-3060, FAX: (218) 722-1931

CONTACT: JIM JOHNSON

E-MAIL: jimj@FJJ.COM

CONTRACTING OFFICER'S

REPRESENTATIVE

148th FIGHTER WING

MINNESOTA AIR NATIONAL GUARD

OFFICE OF THE BASE CIVIL ENGINEER

PHONE: (218) 788-7290, FAX: (218) 788-7338

CONTACT: CAPT. RYAN KASPARI

BASE CIVIL ENGINEER

E-MAIL: ryan.kaspari@mndulu.ang.af.mil

REFERENCE INDICATORS DRAWING INDEX

ABBREVIATIONS

A

AB

AC

ACBD

ACT

ADDM

ADJ

ADJ

ADJ

AFF

AHU

ALT

ALUM

AP

APPROX

ARCH

AWT

Absolute Acoustic Acoustic Board Acoustical Ceiling Tile Addendum Adjacent Adjoining Adjustable Above Finished Floor Air Handling Unit Alternate Aluminum Access Panel Approximate Architect Acousical Wall Treatment

BB

BD

BITUM

BLDG

BLK

BLKG

BM

BMU

BOT

BRG

BUR

Bulletin Board Board Bituminous Building Block Blocking Bench Mark, Beam Burnished Masonry Unit Bottom Bearing Built-Up Roofing

CAB

CB

CI

CJ

CT

CEM

CEMPLAS

CHBD

CG

CL

CLG

CLR

CMU

CO/COR

COL

COMP

CONC

CONF

CONT

CONTR

CPT

CSG

CUH

Cabinet Catch Basin Cast Iron Control Joint Ceramic Tile Cement Cement Plaster Chalk Board Corner Guard Center Line Ceiling Clear Concrete Masonry Unit Contracting Officer (Rep) Column Composition Concrete Conference Continuous Contractor Carpet Casing Cabinet Unit Heater

D

DBL

DEMO

DET

DF

DIA

DIM

DISP

DN

DR

DR

DS

DT

DW

DWG

Depth Double Demolition Detail Drinking Fountain Diameter Dimension Dispenser Down Door Drain Down Spout Drain Tile Dishwasher Drawing

E

EA

EF

EFIS

EJ

EL

ELEC

ELEV

ENCL

EQ

EW

EWC

EXP

EXPMATL

EXT

EXIST

East Each Each Face Exterior Finish Insulation System Expansion Joint Elevation Electrical Elevator Enclosure Equal Each Way Elec. Water Cooler Expansion, Exposed Expansion Material Exterior Existing

FD

FDTN

FE

FEC

FIN

FLR

FP

FR

FT

FTG

FWC

Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cabinet Finish Floor Fireproofing Frame Foot Footing Fabric Wall Covering

GA

GALV

GB

GEN

GI

GL

GLU LAM

GYP

Gage Galvanized Grab Bar General Galvanized Iron Glass Glued Laminated Wood Gypsum

HC

HD

HDBD

HDW

HDWD

HNDRL

HM

HORIZ

HT

Hollow Core Hand Dryer Hardboard Hardware Hardwood Handrail Hollow Metal Horizontal Height

ID

INSUL

INT

JAN

JST

JT

Inside Diameter Insulation Interior Janitor Joist Joint

LAV

LF

LINO

LKR

LOC

MATL

MAX

MECH

MET/MTL

MEZZ

MFR

MH

MK BD

MIN

MIRR

MISC

MO

MR

MTG

Lavatory Linear Feet (Foot) Linoleum Locker Location, Locate

Material Maximum Mechanical Metal Mezzanine Manufacturer Manhole Marker Board Minimum, Minute Mirror Miscillaneous Masonry Opening Mosure Resistant Mounting

N

NA

NIC

NTS

NO

North Not Applicable Not In Contract Not To Scale Number

OC

OD

OFF

OPNG

OPP

OH

ORIG

On Center Outside Diameter Office Opening Opposite Overhead Original

PC

PBD

PERF

PL

PLAS

PLAM

PLYWD

PREFIN

PTD

PTH

PT

QT

R

RAD

RB

RD

REC

REF

REINF

REQD

RESIL

RM

RO

RS

RTF

S

SAT

SC

SCHED

SECT

SD

SGD

SGT

SHTHG

SIM

SND

SPEC

SQ FT

SS

STL

STOR

STRUCT

SUSP

SV

Portland Cement Partical Board Perforated Plate Plaster Plastic Laminate Plywood Prefinished Paper Towel Dispenser Paper Towel Holder Paint

Quarry Tile

Riser, Radius, Range Radiator Resilient Base

Roof Drain Recessed Refigerator Reinforced Required Resilient Room Rough Opening Rough Sawn Rubber Tile Flooring

South Suspended Acoustical Tile Solid Core Schedule Section Soap Dispenser Sliding Glass Door Structural Glazed Tile Sheathing Similar Sanitary Napkin Dispenser Specification Square Foot Stainless Steel Steel Storage Structural Suspended Sheet Vinyl

T

TB

TD

TEL

TEMP

TER

TKBD

T&G

TPD

TYP

UNEX

UNFIN

UNO

UR

VB

VCT

VERT

VIF

VWC

W W/ W/O

WC

WD

WDW

WGL

WH

WWM

WI

Tread, Toilet Towel Bar Towel Dispenser Telephone Tempered Terrazo Tack Board Tongue and Groove Toilet Paper Dispenser Typical

Unexcavated Unfinished Unless Noted Otherwise Urnial

Vinyl Base Vinyl Composition Tile Vertical Verify In Field Vinyl Wall Covering

West With Without Water Closet Wood Window Wire Glass Water Heater Welded Wire Mesh Wrought Iron

At Angle Channel Center Line Flow Line Plate Feet Inches Number Smoke Square Round, Diameter

CL

FL

PL

O

SYMBOL CHARACTERS

W, X, Y, Z

V

U

T

S

R

Q

PH

I, J, K

L

M

N

O

D

E

F

G

C

B

GENERAL NOTES

PLYWOOD

WOOD BLOCKING

FACE BRICK

CONCRETE BLOCK

CONCRETE BLOCK (LARGE SCALE)

METAL/METAL STUD PARTITION

BATT INSULATION

EXTERIOR RIGID INSULATION

RIGID INSULATION (LARGE SCALE)

GYPSUM BOARD OR PLASTER

EXISTING (DETAILS/SECTIONS)

THE GENERAL CONTRACTOR, ASSOCIATED SUBCONTRACTORS AND ALL OF THEIR

SUBORDINATES SHALL FAMILIARIZE THEMSELVES WITH ALL INFORMATION LOCATED WITHIN

THE MASTER LEGEND REGARDLESS OF TRADE INVOLVED PRIOR TO CONSTRUCTION.

1. ALL WORK SHALL BE PERFORMED IN STRICT CONFORMANCE WITH LAWS, ORDINANCES,

RULES AND REGULATIONS OF GOVERNMENT AUTHORITEIS HAVING JURISDICTIONS.

2.

BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR AND ASSOCIATED

SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS, CONDITIONS SHOWN IN THE

CONTRACT DOCUMENTS, AND EXISTING CONDITIONS PRIOR TO BIDDING. ANY

DEVIATIONS, DISCREPANCIES, AND/OR CONFLICTS SHALL BE REPORTED IN

WRITING.

3. DO NOT SCALE: DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER

SMALL SCALE.

4. THE CONTRACTING OFFICER SHALL CONDUCT A FIELD INSPECTION OF THE

PARTITION LAYOUT AT THE JOB SITE BEFORE THE WORK IS COMMENCED.

5. REFERENCES IN THE SPECIFICATIONS TO EQUIPMENT, MATERIAL, ARTICLES OR

PROCESSES BY BRAND NAME, TRADE NAME, MAKE OR CATALOG NUMBER, SHALL

BE REGARDED AS ESTABLISHING A STANDARD OF QUALITY AND SHALL NOT BE

CONSTRUED AS LIMITING COMPETITION THE CONTRACTOR MAY AT ITS OPINION,

USE ANY EQUIPMENT, MATERIAL, ARTICLE, OR PROCESS THAT IN THE JUDGEMENT

OF THE CONTRACTING OFFICER, IS EQUAL TO THAT NAMED IN THE

SPECIFICATIONS, UNLESS OTHERWISE SPECIFICALLY PROVIDED IN THIS

CONTRACT.

6. CONTRACTOR SHALL PERFORM HIGH QUALITY WORK. MATERIALS INSTALLED TO

UNIFORM ACCURATE FIT SO THEY MEET WITH NEAT, STRAIGHT LINES, FREE OF

OPEN SEAMS OR OVERLAPS. INSTALL EXPOSED MATERIALS APPROPRIATELY

LEVEL, PLUMB AND AT ACCURATE RIGHT ANGLES, OR FLUSH WITH ADJOINING

MATERIALS. WORK OF EACH TRADE SHALL MEET OR EXCEED ALL NATIONAL

STANDARDS PUBLISHED BY THE TRADE.

7. CONTRACTOR SHALL ARRANGE TO ACCOMMODATE "NOT IN CONTRACT" WORK.

WHEN INFORMATION IS INADEQUATE, REQUEST FURTHER INSTRUCTIONS BEFORE

PROCESSING.

8. CONTRACTOR SHALL TAKE CARE TO PROTECT NEWLY INSTALLED MATERIALS.

9. PRIOR TO FINAL INSPECTION OF AND ACCEPTANCE OF THIS PROJECT, THE

CONTRACTOR SHALL HAVE PROJECT AREA FREE FROM ALL CONSTRUCTION DEBRIS,

SCRAPS, MATERIAL, AND EQUIPMENT.

10. CONTRACTOR SHALL PATCH AND REPAIR ANY AND ALL FLOORS, WALLS, BASE,

CEILING, ETC. IN A WORKMANSHIP-LIKE MANNER TO MATCH THE SURROUNDING

SURFACE AREAS WHERE THERE IS DAMAGE BECAUSE OF REMOVAL OR

REPLACEMENT OF EXISTING CONSTRUCTION.

11. ALL ACTIVE TELEPHONE AND LOW VOLTAGE LINES IN PLENUM SPACES ABOVE THE

CEILING SHALL BE IN CONDUIT OR CABLE TRAY AND SUSPENDED FROM THE

BUILDING STRUCTURE. NO LINES SHALL BE ALLOWED TO REST ON THE CEILING

GRID STRUCTURE.

12. FIRE CAULK ALL PENETRATIONS THROUGH RATED WALL ASSEMBLIES THAT OCCUR

AS A RESULT OF THIS CONSTRUCTION.

13. IF NON-IDENTIFIED, POTENTIALLY HAZARDOUS MATERIAL IS ENCOUNTERED, DO NOT

DISTURB. CONTACT OWNER IMMEDIATELY TO ARRANGE FOR REMOVAL BY OWNER

(NIC).

14. REPLACE DAMAGED SOD/SOIL DUE TO CONSTRUCTION RELATED ACTIVITIES WITH

BLACK DIRT AND NEW SOD TO ACHIEVE A UNIFORM SURFACE AND APPEARANCE.

15. REFER TO SPEC SECTION 01230 FOR BID OPTIONS.

RCP Reflected Ceiling Plan

ROOM NAME

MATERIAL INDICATOR

SIZE INDICATOR

SUB TYPE IDENTIFIER

LAYERS OF GYP BD/ COVERING INDICATOR

ELEVATION INDICATOR

WALL/ PARTITION TYPE

DOOR TAG

WINDOW/ LOUVER TAG

INTERIOR ELEVATION REFERENCE

EXTERIOR ELEVATION REFERENCE

BUILDING SECTION REFERENCE

SECTION REFERENCE

REFERENCE TAG

REVISION NUMBER

KEYNOTES

ROOM NAME/ NUMBER101A

DETAIL NUMBER

SHEET NUMBER

G0.01

A5.11

L000

101A.1

M3 1A

POINT REFERENCED

ELEVATION

A3.01

A5.03

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

COPYRIGHT 2010 BY LHB, INC. ALL RIGHTS RESERVED

http://www.LHBcorp.com

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 Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

DULUTH, MINNESOTA

FMKM 932052

03/26/10 TYPE B FINAL SUBMITTAL

REPLACE

CENTRAL HEAT

PLANT

148th FIGHTER WING

MINNESOTA AIR

NATIONAL GUARD

C :\R ev it

Lo ca l F ile s\

B

LD

G

A

C en tra l_ M

M B.

rv t

3/

/2

:3 4:

A

M

BNL/MMH

CIP

090255 G0.01

PROJECT TITLE SHEET

03/26/10

CYNTHIA POIRER

22021

090255 Bldg 231.rvt

SHEET

NUMBER SHEET NAME

G0.01 PROJECT TITLE SHEET

C0.00 CIVIL NOTES, LEGEND AND LOCATION MAP

C1.01 EROSION CONTROL AND DEMOLITION PLAN

C1.02 EROSION CONTROL AND DEMOLITION PLAN

C1.03 EROSION CONTROL AND DEMOLITION PLAN

C2.01 UTILITY PLAN

C2.02 UTILITY PLAN

C3.01 CONSTRUCTION DETAILS

A1.01 BUILDING 230 DEMOLITION PLAN AND NOTES

A2.00 BLDG 250, 255, 436 FLOOR PLANS

A2.01 BUILDING 231 FLOOR PLAN & ELEVATIONS

A2.02 BUILDING 240 FLOOR PLAN & ELEVATIONS

A2.10 ROOF PLANS AND DETAILS

A2.11 DOOR SCHEDULE AND DETAILS

S1.00 BUILDING 231 NOTES, PLANS, AND DETAILS

S1.01 BUILDING 240 NOTES, PLANS, AND DETAILS

M1.01 BUILDING 231 MECHANICAL PLANS

M1.02 BUILDING 240 MECHANICAL PLANS

M1.03 BUILDING 250 MECHANICAL PLANS

M1.04 BUILDING 255 MECHANICAL PLANS

M1.05 BUILDING 436 MECHANICAL PLANS

E0.01 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E1.01 ELECTRICAL SITE DEMOLITION PLAN

E1.02 ELECTRICAL SITE PLAN

E2.01 BUILDING 231 ELECTRICAL PLANS

E2.02 BUILDING 240 ELECTRICAL PLANS

E2.03 BUILDING 250 ELECTRICAL PLANS

E2.04 BUILDING 255 ELECTRICAL PLANS

E2.05 BUILDING 436 ELECTRICAL PLANS

E8.01 ELECTRICAL SCHEDULES

BUILDING 255

BUILDING 250

BUILDING 231

BUILDING 240

BUILDING 230

BUILDING 436

No Date Revision

C0.00

C1.01

C1.02

C1.03

C2.01

A

C3.01

C2.02

C3.01

A1.01

MECHANICAL ROOM

EXHAUST

FAN ON

ROOF,

REFER TO

4/A2.00

MECH

ROOM

MECHANICAL ROOM

EXHAUST

FAN ON

ROOF,

REFER TO

4/A2.00

REMOVE DOOR

AND FRAME.

INFILL DOOR

OPENING W/ CMU

TO MATCH

EXISTING, FINISH

AS NOTED.

PT.2

RB

PT.1

RB

1 2

A

B

NOTE:

PLANS ARE FOR REFERENCE

ONLY. REFER TO MECH AND

ELEC FOR WORK DONE IN

THESE AREAS.

M

IN

EQUIPMENT

SHEET METAL FLASHING

2x4 STUDS @ 16" O.C.

1/2" CDX PLYWD. SHEATH.

REINFORCED MEMBRANE STRIP

EXISTING ROOF MEMBRANE, CUT

AS NECESSARY AT OPENING

EXISTING ROOF ASSEMBLY

CONTINUOUS SEALANT

MEMBRANE FLASHING RUN UP AND

OVER CURB

L4X4X1/4" TYP

NOTE: MECHANICAL EQUIPMENT SHALL BE PLACED TO BEAR ON TWO

JOISTS MINIMUM. SEE ARCH FOR CURB & ROOF DETAILS.

L6X4X3/8"

PLACE

BETWEEN

FLUTES

VERIFY SIZE & LOCATION

OF OPENING W/MECH

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

COPYRIGHT 2010 BY LHB, INC. ALL RIGHTS RESERVED

http://www.LHBcorp.com

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 Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

DULUTH, MINNESOTA

FMKM 932052

03/26/10 TYPE B FINAL SUBMITTAL

REPLACE

CENTRAL HEAT

PLANT

148th FIGHTER WING

MINNESOTA AIR

NATIONAL GUARD

C R e v it L o c a l F ile s \0

B

L D

G

A

C e n tr a l_ b n lia n .r v t

/2

/2

:2 :3

P

M

BNL/MMH

CIP

090255

A2.00

BLDG 250, 255, 436

FLOOR PLANS

03/26/10

CYNTHIA POIRER

22021

090255 Bldg 231.rvt

1/16" = 1'-0"1

BUILDING 250 PARTIAL FLOOR PLAN

1/16" = 1'-0"2

BUILDING 255 FLOOR PLAN

1/16" = 1'-0"3

BUILDING 436 FLOOR PLAN

3" = 1'-0"4

EQUIPMENT CURB

1" = 1'-0"6

TYPICAL MECHANICAL OPENING

FD

A2.01

A2.01

A2.01

A2.10

A2.01

EXISTING PIT

TO BE REMOVED,

SEE STRUCTURAL

100'-0"

100'-0"

1 2 3 4 5 6 7 8 9 10

MECH

ADDITION EXISTING

A2.10

14' - 6"

231A

MECH

A2.11

A2.11

MODIFY GUTTER AND

RELOCATE EXISTING

DOWNSPOUT AS REQUIRED

MF2

SEALED CONCRETE FINISH

NOTE: REFER TO

DRAWINGS AND

SPECIFICATIONS FOR

FINISHES.

F.E.

BRACKET

LEVEL 1

100' - 0"

PREFINISHED METAL TRIM

METAL PANEL SIDING

0.25

LEVEL 1

100' - 0"

A2.10

METAL PANEL SIDING

EPDM ROOF

3' - 0"

LOUVER,

SEE MECH.

LEVEL 1

100' - 0"

METAL PANEL

SIDING

PREFINISHED METAL TRIM

0.25

EPDM ROOF

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

COPYRIGHT 2010 BY LHB, INC. ALL RIGHTS RESERVED

http://www.LHBcorp.com

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 Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

DULUTH, MINNESOTA

FMKM 932052

03/26/10 TYPE B FINAL SUBMITTAL

REPLACE

CENTRAL HEAT

PLANT

148th FIGHTER WING

MINNESOTA AIR

NATIONAL GUARD

C R e v it L o c a l F ile s \0

B

L D

G

A

C e n tr a l_ b n lia n .r v t

/2

/2

:1 :5

P

M

BNL/MMH

CIP

090255

A2.01

BUILDING 231 FLOOR

PLAN & ELEVATIONS

03/26/10

CYNTHIA POIRER

22021

090255 Bldg 231.rvt

1/8" = 1'-0"1

OVERALL BUILDING 231 PLAN

1/4" = 1'-0"2

ENLARGED PLAN - 231 ADDITION

1/4" = 1'-0"5

EAST ELEVATION - 231 ADDITION

1/4" = 1'-0"4

SOUTH ELEVATION - 231 ADDITION

1/4" = 1'-0"3

WEST ELEVATION - ADDITION

A2.024

A2.02

A2.02

A2.02

A2.02

REMOVE EXISTING SHED

EXISTING

BLDG

ADDITION

A2.02

10' - 0" 3' - 0"

5' - 4"

1' - 0"

A2.02

MECH

0A

RECESSED

SLAB AREA

MF2

A2.11

SIM

A2.11

SIM

OVERHANG

ABOVE

SEALED

CONCRETE

FINISH

NOTE: REFER TO

SPECIFICATION FOR FINISH

SCHEDULES

F.E. BRACKETLEVEL 1

100' - 0"

METAL PANEL SIDING

PREFINISHED METAL TRIM

EPDM ROOFING

3' - 0"

LEVEL 1

100' - 0"

A2.02

METAL PANEL SIDING

LEVEL 1

100' - 0"

METAL PANEL SIDING

PREFINISHED METAL TRIM

0.25

EPDM ROOFING

3' - 0"

LEVEL 1

100' - 0"

MECH

ROOF SYSTEM:

EPDM ON 7/16" FIBERBOARD

4" POLYISO INSULATION

VAPOR BARRIER

METAL DECK FRAMING

WALL SYSTEM:

METAL PANEL, AIR BARRIER

1/2" GYP SHEATHING

6" STUD FRAMING W/ BATT INSULATION

3/4" FIRE RATED PLYWOOD

RECESSED SLAB AREA

A2.11

A2.10

A2.10

SIM

JOIST BRG.

108'-0"108'-2 1/2"

JOIST BRG.

PAINT EXPOSED

STRUCTURE AND WALLS.

REFER TO 09 9000 FOR

SCHEDULE

SHED TO BE DEMOLISHED

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

COPYRIGHT 2010 BY LHB, INC. ALL RIGHTS RESERVED

http://www.LHBcorp.com

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 Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

DULUTH, MINNESOTA

FMKM 932052

03/26/10 TYPE B FINAL SUBMITTAL

REPLACE

CENTRAL HEAT

PLANT

148th FIGHTER WING

MINNESOTA AIR

NATIONAL GUARD

C R e v it L o c a l F ile s \0

B

L D

G

A

C e n tr a l_ b n lia n .r v t

/2

/2

:2 :2

P

M

BNL/MMH

CIP

090255

A2.02

BUILDING 240 PLAN AND

ELEVATIONS

03/23/10

CYNTHIA POIRER

22021

090255 BLDG 240.rvt

1/8" = 1'-0"1

OVERALL BUILDING 240 PLAN

1/4" = 1'-0"2

ENLARGED PLAN - 240 ADDITION

1/4" = 1'-0"5

WEST ELEVATION - 240 ADDITION

1/4" = 1'-0"4

NORTH ELEVATION - 240 ADDITION

1/4" = 1'-0"3

EAST ELEVATION - 240 ADDITION

1/4" = 1'-0"6

SECTION

1/4" = 1'-0"7

PHOTO OF SHED TO BE DEMOLISHED

LEVEL 1

100' - 0"

MECH

A2.10

A2.10

5ROOF SYSTEM #1:

- EPDM

- 7/16" PROTECTION BOARD

- 4" POLYISOCYANURATE INSULATION R25

- VAPOR BARRIER

- 1 1/2" METAL DECK

WALL SYSTEM:

METAL PANEL, AIR

BARRIER

1/2" GYP SHEATHING

6" STUD FRAMING W/ BATT

INSULATION

3/4" FIRE RATED PLYWOOD

109' - 2"

JOIST BRG.

109' - 6"

JOIST BRG.

A2.11

PAINT EXPOSED

STRUCTURE AND

WALLS, TYP

NOTE: REFER TO SPECIFICATION 09 9000

FOR PAINT FINISH SCHEDULE

RB, TYP.

CONTINUOUS SEALANT

TERMINATION BAR

AND FASTNER

EPDM ROOF

MEMBRANE, RUN UP

WALL A MIN. OF 8"

EPDM ROOF MEMBRANE

EXISTING CONSTRUCTION

METAL COUNTER FLASHING

M

IN

ROOF JOIST - REFER TO STRUCTURAL

METAL DECK

VAPOR BARRIER

4" POLYISO INSULATION

7/16" PROTECTION BOARD

EPDM ROOFING

3/4" FIRE RATED PLYWOOD

PAINTED, TYP TO DECK

6" METAL STUDS WITH

BATT INSULATION

PREFINISHED

METAL GUTTER

METAL WALL

PANEL

AIR BARRIER

1/2" GYP

SHEATHING

VAPOR BARRIER

FILL VOID WITH

BATT INSULATION

A2.10

WOOD

BLOCKING

ROOF JOIST - REFER TO STRUCTURAL

METAL DECK

VAPOR BARRIER

4" POLYISO INSULATION

7/16" PROTECTION BOARD

EPDM ROOFING

3/4" FIRE RATED PLYWOOD,

PAINTED, TYP. TO DECK

6" METAL STUDS, FILL WITH

BATT INSULATION

PREFINISHED

ROOF EDGE

METAL WALL

PANEL

AIR BARRIER

1/2" GYP

SHEATHING

VAPOR BARRIER

FILL VOID WITH

BATT INSULATION

A2.10

WOOD

BLOCKING

VENT STACK

ROOF SYSTEM #1

EXISTING ROOF

SLOPE DOWN

1/4" = 1'-0"

A2.10

A2.10

A2.10

O V

E R

H A

N G

A2.10

EDGE OF

BUILDING

BELOW

M

IN

.1

M

IN

6" MIN.

FILL VOID W/ BATT INSUL.

FIELD MEMBRANE

PREFABRICATED FLASHING

MEMBRANE W/ DRAWBAND

SEALANT AS REQ'D

SEALANT

PIPE FLASHING W/ DRAWBAND

T Y

P

R O

O F

A S

S E

M B

L Y

PIPE 1/2" MIN.

6 1/2" MAX.

STAINLESS STEEL

CLAMPING RING

PRE-MOLDED PIPE

FLASHING

MEMBRANE ROOFING

ROOF SYSTEM #1 EDGE OF

BUILDING

BELOW

EXISTING ROOF

OVERHANG

3' - 0"

SLOPE DOWN

1/4" = 1'-0" 9

A2.10

A2.10

A2.10

3' - 0" OVERHANG SLOPE DOWN

1/4" = 1'-0"

JOIST BRG

108'-0"

ROOF JOIST - REFER TO

STRUCTURAL

METAL DECK

VAPOR BARRIER

4" POLYISO INSULATION

7/16" PROTECTION BOARD

EPDM ROOFING

3/4" FIRE RATED PLYWOOD TO DECK

6" METAL STUDS

PREFINISHED

METAL GUTTER

METAL WALL PANEL

AIR BARRIER

1/2" GYP SHEATHING

CONTINUE TO DECK

VAPOR BARRIER

PREFINISHED METAL

SOFFIT PANEL

PREFINISHED METAL

FASCIA WITH DRIP

FLASHING AND

KEEPER STRIP

3/4" PLYWOOD

A2.10

WOOD BLOCKING

PREFINISHED METAL FASCIA

COVER

EPDM ROOFING, WRAP

DOWN FACE OF WALL

TERMINATION BAR

SEALANT

CONTINUOUS SEALANT

EPDM ROOFING, RUN DOWN FACE OF WALL

CONTINUOUS FLASHING

PREFINISHED METAL GUTTER

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

COPYRIGHT 2010 BY LHB, INC. ALL RIGHTS RESERVED

http://www.LHBcorp.com

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 Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

DULUTH, MINNESOTA

FMKM 932052

03/26/10 TYPE B FINAL SUBMITTAL

REPLACE

CENTRAL HEAT

PLANT

148th FIGHTER WING

MINNESOTA AIR

NATIONAL GUARD

C R e v it L o c a l F ile s \0

B

L D

G

A

C e n tr a l_ b n lia n .r v t

/2

/2

:1 :3

P

M

BNL/MMH

CIP

090255

A2.10

ROOF PLANS AND

DETAILS

03/26/10

CYNTHIA POIRER

22021

090255 Bldg 231.rvt

1/4" = 1'-0"1

SECTION BLDG 231

1 1/2" = 1'-0"5

DETAIL AT CONNECTION TO EXISTING ROOF

1 1/2" = 1'-0"6

DETAIL AT ROOF EAVE

1 1/2" = 1'-0"7

DETAIL AT ROOF RAKE

1/4" = 1'-0"2

ROOF PLAN - BLDG 231

3" = 1'-0"8

HOT STACK DETAIL

3" = 1'-0"4

VENT STACK FLASHING (TYP.)

1/4" = 1'-0"3

ROOF PLAN - BLDG 240

1 1/2" = 1'-0"9

DETAIL @ OVERHANG

6" = 1'-0"10

ENLARGED DETAIL AT ROOF RAKE

6" = 1'-0"11

ENLARGED DETAIL AT ROOF EAVE

No Date Revision

NOTE:

REFER TO DETAILS 4

AND 8/A2.10 FOR

PENETRATION

DETAILS. REFER TO

MECHANICAL FOR

LOCATIONS.

METAL WALL PANEL

AIR BARRIER

1/2" GYP

SHEATHING

PREFINISHED

HEAD FLASHING

6" METAL STUDS

@ 16" O.C.

3/4" FIRE RATED

PLYWOOD

BATT

INSULATION

SEALANT,

BOTH SIDES

BOX HEADER

SEE STRUCT.

METAL WALL PANEL

AIR BARRIER

1/2" GYP

SHEATHING

6" METAL STUDS

@ 16" O.C.

3/4" FIRE RATED

PLYWOOD

SEALANT, BOTH SIDES

SEE

SCHEDULE

S E

E S

C H

E D

U L

E

D-10

FLUSH

2" 2"

S E

E S

C H

E D

U L

E

SEE

SCHEDULE

F-10

METAL PANEL

AIR BARRIER

1/2" GYP

SHEATHING

6" METAL STUDS @

16" O.C. O.C. W/ R20

BATT INSULATION

3/4" FIRE RATED

PLYWOOD

2 1/2" METAL

STUDS @ 16" O.C.

VAPOR BARRIER

EXISTING

CONSTRUCTION

SEALANT

METAL PANEL

AIR BARRIER

1/2" GYP

SHEATHING

6" METAL STUDS @ 16" O.C.

W/ R20 BATT INSULATION

3/4" FIRE RATED PLYWOOD

2 1/2" METAL STUDS @ 16" O.C.

SEALANT

ALIGN NEW WALL

WITH EXISTING WALL

CONSTRUCTION

VAPOR

BARRIER

THICKENED EDGE CONC SLAB

(SEE STRUCTURAL)

INSULATED HM DOOR AND FRAME

THERMAL BREAK SADDLE THRESHOLD

1/2" THERMAL

BREAK

1 LAYER FIRE RATED PLYWOOD EXPOSED FACE

MF2

EXPOSED FACE

2 1/2" MET STUD @ 16" OC.

EXISTING OR OTHERWISE

SCHEDULED

CONSTRUCTION WHERE

APPLICABLE

3/4" FIRE RATED PLYWOOD

3 1/4"

METAL PANEL

AIR BARRIER

1/2" GYP

SHEATHING

6" METAL STUDS

@ 16" O.C. O.C. W/ R20

BATT INSULATION

3/4" FIRE RATED

PLYWOOD

SEALANT

VAPOR

BARRIER

THICKENED EDGE CONC SLAB

(SEE STRUCTURAL)(2) LAYERS RIGID

INSULATION (SEE

STRUCTURAL)

GRADE LINE

3/4" FIRE RATED PLYWOOD

PREFINISHED

GALVANIZED

INSULATION

PROTECTION

METAL WALL PANEL

AIR

INFILTRATION

BARRIER

1 1/2" GYP

SHEATHING

VAPOR BARRIER

6" METAL STUDS O.C.

W/ R20 BATT INSULATION

RUBBER BASE, TYP.

VAPOR BARRIER

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

COPYRIGHT 2010 BY LHB, INC. ALL RIGHTS RESERVED

http://www.LHBcorp.com

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 Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

DULUTH, MINNESOTA

FMKM 932052

03/26/10 TYPE B FINAL SUBMITTAL

REPLACE

CENTRAL HEAT

PLANT

148th FIGHTER WING

MINNESOTA AIR

NATIONAL GUARD

C R e v it L o c a l F ile s \0

B

L D

G

A

C e n tr a l_ b n lia n .r v t

/2

/2

:2 :0

P

M

BNL/MMH

CIP

090255

A2.11

DOOR SCHEDULE AND

DETAILS

03/26/10

CYNTHIA POIRER

22021

090255 Bldg 231.rvt

DOOR AND FRAME SCHEDULE

DOOR

NUMBER

DOOR FRAME DETAIL

GLAZING

FIRE

RATING

HDWR

GROUP COMMENTS

LEAF

QTY WIDTH HEIGHT MATL TYPE MATL TYPE HEAD JAMB SILL

LEVEL 1

231A 2 5' - 0" 7' - 0" HM D10 HM F10 3/A2.11 2/A2.11 7/A2.11 --- --- 1 CARD READER

240A 2 5' - 0" 7' - 0" HM D10 HM F10 3/A2.11 2/A2.11 7/A2.11 --- --- 1 CARD READER

LEVEL 1: 2

Grand total: 2

3" = 1'-0"3

DOOR HEAD

3" = 1'-0"2

DOOR JAMB

1/4" = 1'-0"1

DOOR AND FRAME TYPES

3" = 1'-0"5

PLAN DETAIL

3" = 1'-0"4

PLAN DETAIL AT CORNER

1" = 1'-0"7

SILL DETAIL

1 1/2" = 1'-0"6

WALL TYPE MF2

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

WALL PENETRATION PLAN DETAIL

1" = 1'-0"9

WALL BASE DETAIL

SLAB EDGE

4369 [14'-4"]

S L A

B E

D G

E

F /E

X W

A L L

127 [5"] CONC SLAB REINF.

W/ 6X6-W2.9XW2.9 WWF

T/SLAB = 30480 [100'-0"]

600S137-43 STUDS

@ 24" O.C., ALIGN

STUDS W/JOISTS

EXIST WALL

DEMO EXIST PUMP PIT

IN ITS ENTIRETY

S1.00

(3) 16 [#5] X 610 [24"]

DWL, DRILL & ADHESIVE

INTO EX FND WALL, 152

[6"] EMBED., TYP

DRAINTILE, CONNECT

TO EXISTING SYSTEM (IF

PRESENT) OR ROUTE

TO WEST, SEE CIVIL

1219 [4'-0"]

INSULATION

LINE

S1.00

FLOOR DRAIN, SUMP &

HOUSEKEEPING PADS -

SEE MECH

1.5B 22 GA

METAL DECK

SLOPE 6.4 [1/4"]:305 [12"]

5 SPS. @ 610 [24"] O.C.

1000S162-68

BLOCKING IN FIRST

JOIST SPACE @ 1219

[48"] O.C. MAX.

54 [16 GA] CONT.

RUNNER B/S

EXIST WALL

S1.00

S1.00

600S137-43 BOX

HEADER

W/STIFFENERS

JST BRG ELEV =

33274 [109'-2"]

JST BRG ELEV =

33376 [109'-6"]

1000S162-68 BLOCKING EA SIDE

OF STACK PENETRATION

356 [14'] STACK PENETRATION

CENTERED BETWEEN JOISTS

NOTE: ATTACH 1ST

STUD TO EX WALL W/

HILTI KWIK-CON II 3/16X1

3/4 HEX-HEAD/WASHER

ANCHORS. (3) ANCHORS

@ 3" O.C. @ T/ STUD,

THEN 24" O.C.

THEREAFTER (TYP.)

JOIST BRIDGING

@ MIDSPAN

1' - 6" 1' - 6"1' - 0"

1000S162-68 JOISTS

S1.00

DRAIN TILE

F/STUD

51 [2"]

457 [1'-6"]

M A

X

1219 [4'-0"]

SUITABLE

SUBGRADE

COMPACTED

NFS FILL

(2) LAYERS 51 [2"]

EXTRUDED POLYSTYRENE,

STAGGER JOINTS

(2) 16 [#5] , TOP & BOTT

10 [#3] TIES @ 610 [24"] O.C.

SEE PLAN

FOR SLAB

METAL PANEL - SEE ARCH

SLOPE 6.4 [1/4"] : 305 [12"] MIN.

EDGE OF SLAB

SEE PLAN

VAPOR

RETARDER

CONT.

RUNNER

METAL DECK

ROOF JOIST

METAL STUD

JBE VARIES

SEE PLAN

METAL DECK

ROOF JOIST

METAL STUD

BLOCKING

ROOF JOIST

JBE

SEE PLAN

GENERAL DESIGN AND CONSTRUCTION NOTES

A. BUILDING CODE

1. 2007 MINNESOTA STATE BUILDING CODE (MSBC).

2. 2006 INTERNATIONAL BUILDING CODE (IBC).

B. DESIGN LIVE LOADS

1. WIND LOAD: 90 MPH (3 SEC. GUST), EXPOSURE C,

IMPORTANCE FACTOR 1.15

2. SEISMIC LOAD: NOT APPLICABLE (MSBC).

3. ROOF LIVE LOAD: 20 PSF

4. ROOF SNOW LOAD: 60 PSF GROUND SNOW PLUS SNOW ACCUMULATION

PER IBC AND ASCE 7-05.

a. FLAT ROOF SNOW LOAD, Pf = 46.2 PSF

b. SNOW EXPOSURE FACTOR, Ce = 1.0

c. SNOW IMPORTANCE FACTOR, I = 1.1

d. THERMAL FACTOR, Ct = 1.0

C. FOOTINGS AND FOUNDATION

1. SOIL DESIGN PRESUMPTIVE NET ALLOWABLE BEARING CAPACITY IS

2000 PSF IN ACCORDANCE WITH IBC TABLE 1804.2. SOIL CONDITIONS

SHALL BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER.

2. FOUNDATIONS SHALL BEAR ON UNDISTURBED, UNFROZEN SUBGRADE,

EXCEPT WHERE COMPACTED SUBGRADE OR FILL IS OTHERWISE

SPECIFIED, OR FOUNDATIONS BEAR ON ROCK.

3. SEE DRAWINGS FOR DRAIN TILE LOCATIONS.

D. CONSTRUCTION NOTES

1. ALL DIMENSIONS INVOLVING COORDINATION OF NEW WORK WITH EXISTING

CONSTRUCTION SHALL BE FIELD-CHECKED BY THE CONTRACTOR AND

FURNISHED TO THE SUBCONTRACTORS PRIOR TO FABRICATION OF ANY

WORK. THE VERIFIED DIMENSIONS SHALL APPEAR AND BE NOTED ON THE

SHOP DRAWINGS SUBMITTED.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING

BUILDINGS, UTILITIES, STREETS, ETC. DURING CONSTRUCTION. CONTRACTOR

IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL NECESSARY

TEMPORARY BRACING.

3. ANY HOLES CUT IN NEW OR EXISTING CONSTRUCTION THAT ARE NOT

DETAILED ON THE STRUCTURAL DRAWINGS SHALL BE REVIEWED WITH THE

STRUCTURAL ENGINEER. COORDINATE ALL HOLES AND PENETRATIONS WITH

OTHER DISCIPLINES.

4. THE STRUCTURE SHALL BE ADEQUATELY BRACED AND SHORED DURING

ERECTION AGAINST WIND AND ERECTION LOADS. STRUCTURAL MEMBERS

ARE DESIGNED FOR IN-PLACE LOADS.

5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF

DISCREPANCIES FOUND BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL

FIELD CONDITIONS.

E. SPECIAL INSPECTIONS AND TESTING

1. SEE PROJECT "SPECIAL STRUCTURAL TESTING AND INSPECTION SUMMARY

SCHEDULE".

B. CONCRETE NOTES

1. PERFORM WORK IN ACCORDANCE WITH ACI-301-05 AND ACI 318-05.

2. CONCRETE CLEAR COVER OVER REINFORCING STEEL SHALL MEET THE

REQUIREMENTS OF ACI 318-05.

3. PROVIDE A 3/4" CHAMFER ON ALL EXPOSED CONCRETE CORNERS UNLESS

NOTED OTHERWISE.

4. PROVIDE LAP SPLICES AT ALL CORNERS AND INTERSECTIONS, SAME

SIZE AND SPACING AS HORIZONTAL REINFORCING.

5. PROVIDE SUPPORTS AND SPACERS FOR ALL REINFORCING, INCLUDING WWF.

6. SEE ARCHITECTURAL PLANS FOR DEPRESSED AND SLOPED AREAS IN

FLOORS NOT SHOWN ON STRUCTURAL DRAWINGS.

7. CONSOLIDATE ALL CONCRETE, INCLUDING SLABS, BY VIBRATING.

8. ALL CONCRETE SHOWN SHALL BE REINFORCED. PLANS, SECTIONS AND

DETAILS SHOWN WITHOUT REINFORCEMENT ARE INTENDED TO SHOW

DIMENSIONS AND DETAILS OF CONSTRUCTION ONLY. REINFORCEMENT OF

THESE SECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE

DETAILS SHOWING REINFORCEMENT.

9. LAP SPLICES 40 BAR DIAMETERS (MIN.) UNLESS NOTED OTHERWISE.

10. MIX DESIGNS SHALL INCORPORATE ADMIXTURES AS APPROPRIATE FOR

ENVIRONMENTAL CONDITIONS.

11. COORDINATE GROUNDING REQUIREMENTS BETWEEN FOUNDATION

CONSTRUCTION AND ELECTRICAL WORK.

12. ALL REINFORCING SHALL BE DETAILED, FABRICATED & PLACED IN

ACCORDANCE WITH CRSI "MANUAL OF STANDARD PRACTICE".

13. SUBMIT DESCRIPTION OF PLANNED PROTECTIVE MEASURES FOR HOT OR

COLD WEATHER CONCRETING.

CAST-IN-PLACE CONCRETE

2. REINFORCING PROPERTIES:

ALL BARS UNLESS NOTED OTHERWISE:

TIES & STIRRUPS:

WELDED WIRE FABRIC (SMOOTH, SHEETS):

WELDABLE REINFORCEMENT:

EPOXY COATING:

3. CHAIRS AND BOLSTERS SHALL BE PLASTIC OR EPOXY COATED.

4. IF CONCRETE SUPPORT BLOCKS ARE USED, THEIR STRENGTH SHALL BE

EQUAL OR GREATER THAN THAT OF THE CONCRETE BEING PLACED.

f'c (PSI)

28 DAYS

4,000 4,000 4,500

MAX.

SLUMP

INCHES

MAX

AGGR.

3/4" 3/4" 3/4"

ENTR.

AIR (%)

0*

MAX.

W/C 0.45 0.45 0.45

FY (PSI)

60,000 60,000 65,000 60,000

N/A

ASTM

A615 A615 A185 A706 A775

A. MATERIAL PROPERTIES

1. CONCRETE PROPERTIES:

GRADE BEAMS:

INT. SLAB ON GRADE (NW):. .

EXT. CONCRETE FOR STOOPS

* USE 6%±1.5% ENTRAINED AIR IF EXTERIOR CONCRETE

14. PROVIDE 6X6 - W2.9XW2.9 WWF FOR ALL SLABS ON GRADE U.N.O.

15. CONCRETE SLABS ON GRADE SHALL BE PLACED ON A 4" SAND CUSHION.

INSTALL VAPOR RETARDER UNDER ALL SLABS. INSTALL THE VAPOR

RETARDER DIRECTLY BELOW THE SLAB.

16. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR

REINFORCEMENT:

CONCRETE CAST AGAINST &

PERMANENTLY EXPOSED TO EARTH:

CONCRETE EXPOSED TO EARTH OR WEATHER:

#6 THRU #11 BARS:

#5 & SMALLER BARS:

CONCRETE NOT EXPOSED TO WEATHER

OR IN CONTACT WITH GROUND:

SLABS AND WALLS:

BEAMS AND COLUMNS:

17. HOUSEKEEPING PADS SHALL BE 102 [4"] CONCRETE WITH 13 [#4] BARS AT

305 [12") ON CENTER EACH WAY UNLESS NOTED OTHERWISE.

MINIMUM

COVER (IN.)

1 1/2

3/4 1 1/2

COLD-FORMED STEEL

A. LIGHT GAUGE FRAMING SHALL BE DESIGNED AND CONSTRUCTED IN

ACCORDANCE WITH 2001 AISI SPECIFICATIONS WITH 2004 SUPPLEMENT AND

2002 AISI DESIGN MANUAL.

B. STUD AND JOIST DESIGNATION AND RELATED ACCESSORIES ON THE DRAWINGS

ARE FOR UNIMAST, INC. OTHER MANUFACTURERS SHALL FURNISH ELEMENTS

OF EQUAL OR GREATER SECTION PROPERTIES AND MATERIAL STRENGTHS

(STUDS: Fy = 40,000 PSI, TRACK: Fy = 33,000 PSI).

C. ALL CONNECTIONS ARE THE RESPONSIBILITY OF THE SUPPLIER.

D. ALL FRAMING MATERIALS SHALL BE CUT SQUARE, ERECTED LEVEL AND PLUMB

AND SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS.

E. PROVIDE INSULATION EQUAL TO THAT SPECIFIED ELSEWHERE AT ALL DOUBLED

JAMB STUDS AND HEADERS NOT ACCESSIBLE LATER.

F. SPLICES ARE NOT PERMITTED IN COMPONENTS OTHER THAN TRACKS.

G. LOAD BEARING STUDS SHALL BE INSTALLED WITH ENDS FULLY INSERTED INTO

RUNNER TRACKS AND SHALL BE ATTACHED TO BOTH FLANGES OF UPPER AND

LOWER TRACKS.

H. PROVIDE HORIZONTAL STRAP BRACING OR BLOCKING PER MANUFACTURER

RECOMMENDATIONS AT NOT MORE THAN 48" VERTICAL SPACING.

SLOPE 6.4 [1/4"] : 305 [12"] MIN.

EDGE OF SLAB

SEE PLAN

SEE 3/S1.00 FOR NOTES

[1 /2

SAND

203 [8"] CONC SLAB

REINF W/13 [#4] @

305 [12"] O.C. E/W

16 [#5] X 610 [24"]

EPOXY-COATED DWL @

305 [12"] O.C., DRILL &

ADHESIVE, 6" EMBED.

(3) SIDES

1219 [4'-0"]

19 [3/4"] CHAMFER

(NO CHAMFER

WHERE STOOP

ABUTS SIDEWALK)

13 [1/2"] E.J. MAT'L 152 [6"]

FASTENER NOTES

A. FASTENERS ARE BASED ON HILTI NORTH AMERICA. (1-800-879-8000,

www.US.HILTI.COM) UNLESS NOTED OTHERWISE.

B. SUBSTITUTIONS WILL BE CONSIDERED PROVIDED CONTRACTOR SUPPLIES DATA

WHICH SHOWS EQUIVALENT FASTENER CAPACITY. EMBEDMENT DEPTH,

FASTENER SPACING AND EDGE DISTANCES MUST BE CONSIDERED.

C. FASTENER TYPES:

ADHESIVE ANCHOR IN HOLLOW CMU: . . . . . HY20 W/SCREEN TUBE

ADHESIVE ANCHOR IN GROUTED CMU: . . . . HY150 MAX W/HAS-E ROD

ADHESIVE ANCHOR IN CONCRETE: . . . . . . . RE500SD W/HAS ROD

EXPANSION ANCHOR IN CONCRETE: . . . . . . KWIK BOLT TZ

EXPANSION ANCHOR IN SOLID

GROUT CMU:. . . . . . . . . . . . . . . . . . . . . . . . . KWIK BOLT III

SLEEVE ANCHOR: . . . . . . . . . . . . . . . . . . . . . . HLC SLEEVE ANCHOR

CONCRETE SCREW ANCHOR: . . . . . . . . . . . . KWIK-CON III

METAL DECK

METAL STUD

ROOF JOIST

SOLID BLOCKING

CONT. RUNNER

JBE

SEE PLAN

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

COPYRIGHT 2010 BY LHB, INC. ALL RIGHTS RESERVED

http://www.LHBcorp.com

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

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 State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

DULUTH, MINNESOTA

FMKM 932052

03/26/10 TYPE B FINAL SUBMITTAL

REPLACE

CENTRAL HEAT

PLANT

148th FIGHTER WING

MINNESOTA AIR

NATIONAL GUARD

C R e v it P ro je c ts

\0 B

L D

G

\D

R H

-0 B

L D

G

S

C e n tr a l.

rv t

/2

/2

:3

:5

A

M

CLG

AJV

090255

S1.00

BLDG 231

NOTES, PLANS

& DETAILS

03/26/10

1/4" = 1'-0"

PLAN - SLAB & FOUNDATION, BOILER ROOM ADDITION

1/4" = 1'-0"

PLAN - ROOF FRAMING, BOILER ROOM ADDITION

3/4" = 1'-0"

SLAB EDGE DETAIL

1" = 1'-0"

ROOF EDGE DETAIL

1" = 1'-0"

ROOF EDGE DETAIL

3/4" = 1'-0"

STOOP DETAIL

NORTH NORTH

1" = 1'-0"

ROOF EDGE DETAIL

No Date Revision

ALAN J. VORDERBRUGGEN

20969

127 [5"] CONC SLAB REINF.

W/ 6X6-W2.9XW2.9 WWF

T/SLAB = 2540 [100'-0"]

600S137-43 STUDS

@ [610] 24" O.C., ALIGN STUDS

W/JOISTS

EXIST WALL

(3) 16 [#5] X 610 [24"] DWL,

DRILL & ADHESIVE INTO

EX FND WALL, 152 [6"]

EMBED., TYP

DRAINTILE, CONNECT TO

EXISTING SYSTEM (IF

PRESENT) OR ROUTE TO

NORTH, SEE CIVIL

INSULATION LINE

F /E

X W

A L L

SLAB EDGE

2997 [9'-10"]

S L A

B E

D G

E

254 [10"]

1626 [5'-4"]

S1.01

S1.01

FLOOR DRAIN, SUMP

& HOUSEKEEPING

PAD - SEE MECH

DEMO EXIST SHED AND

FND IN THEIR ENTIRETY

DEPRESSED

SLAB - SEE

MECH

V .I .F

V.I.F.

762 [2'-6"]7

S1.01

1.5B 22 GA

METAL DECK

SLOPE 6.4 [1/4"]:305 [12"]

54 [16 GA] CONT.

RUNNER B/S

EXIST WALL

600S137-43 BOX

HEADER W/STIFFENERS

610 [24"] O.C.

1000S162-68 JOISTS @

JST BRG ELEV =

32918 [108'-0"]

JST BRG ELEV =

3982 [108'-2 1/2"]

VENT BOILER THRU

WALL BETWEEN

STUDS.

NOTE: ATTACH 1ST STUD TO

EX WALL W/ HILTI KWIK-CON II

3/16X1 3/4 HEX-HEAD/WASHER

ANCHORS. (3) ANCHORS @ 3"

O.C. @ T/ STUD, THEN 24" O.C.

THEREAFTER (TYP.)

914 [3'-0"]914 [3'-0"]

S1.01

S1.01

1000S162-68 JOISTS

@ 610 [24"] O.C.

DECK SPAN

DIRECTION

JOIST BRIDGING

@ MIDSPAN

DRAIN TILE

F/STUD

51 [2"]

457 [1'-6"]

M A

X

1219 [4'-0"]

SUITABLE

SUBGRADE

COMPACTED

NFS FILL

(2) LAYERS 51 [2"]

EXTRUDED POLYSTYRENE,

STAGGER JOINTS

(2) 16 [#5] , TOP & BOTT

10 [#3] TIES @ 610 [24"] O.C.

SEE PLAN

FOR SLAB

METAL PANEL - SEE ARCH

SLOPE 6.4 [1/4"] : 305 [12"] MIN.

EDGE OF SLAB

SEE PLAN

VAPOR

RETARDER

SLOPE 6.4 [1/4"] : 305 [12"] MIN.

EDGE OF SLAB

SEE PLAN

SEE 3/S1.01 FOR NOTES

/2

SAND

203 [8"] CONC SLAB

REINF W/13 [#4] @ 305

[12"] O.C. E/W

16 [#5] X 610 [24"] EPOXY-

COATED DWL @ 305 [12"]

O.C., DRILL & ADHESIVE,

152 [6"] EMBED.

(3) SIDES

1219 [4'-0"]

19 [3/4"]

CHAMFER

13 [1/2"] E.J. MAT'L

152 [6"]

CONT.

RUNNER

METAL DECK

ROOF JOIST

METAL STUD

JBE VARIES

SEE PLAN

METAL DECK

ROOF JOIST

METAL STUD

ROOF JOIST

JBE

SEE PLAN

CONT. RUNNER

SOLID BLOCKING

SEE PLAN FOR SLAB

VAPOR

RETARDER

VERIFY IN FIELD

V E

R

IF

Y I N

F

IE

L D

B/ GRADE

BEAM BEYOND

13 [#4] @ 406 [16"] O.C.

GENERAL DESIGN AND CONSTRUCTION NOTES

A. BUILDING CODE

1. 2007 MINNESOTA STATE BUILDING CODE (MSBC).

2. 2006 INTERNATIONAL BUILDING CODE (IBC).

B. DESIGN LIVE LOADS

1. WIND LOAD: 90 MPH (3 SEC. GUST), EXPOSURE C,

IMPORTANCE FACTOR 1.15

2. SEISMIC LOAD: NOT APPLICABLE (MSBC).

3. ROOF LIVE LOAD: 20 PSF

4. ROOF SNOW LOAD: 60 PSF GROUND SNOW PLUS SNOW ACCUMULATION

PER IBC AND ASCE 7-05.

a. FLAT ROOF SNOW LOAD, Pf = 46.2 PSF

b. SNOW EXPOSURE FACTOR, Ce = 1.0

c. SNOW IMPORTANCE FACTOR, I = 1.1

d. THERMAL FACTOR, Ct = 1.0

C. FOOTINGS AND FOUNDATION

1. SOIL DESIGN PRESUMPTIVE NET ALLOWABLE BEARING CAPACITY IS

2000 PSF IN ACCORDANCE WITH IBC TABLE 1804.2. SOIL CONDITIONS

SHALL BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER.

2. FOUNDATIONS SHALL BEAR ON UNDISTURBED, UNFROZEN SUBGRADE,

EXCEPT WHERE COMPACTED SUBGRADE OR FILL IS OTHERWISE

SPECIFIED, OR FOUNDATIONS BEAR ON ROCK.

3. SEE DRAWINGS FOR DRAIN TILE LOCATIONS.

D. CONSTRUCTION NOTES

1. ALL DIMENSIONS INVOLVING COORDINATION OF NEW WORK WITH EXISTING

CONSTRUCTION SHALL BE FIELD-CHECKED BY THE CONTRACTOR AND

FURNISHED TO THE SUBCONTRACTORS PRIOR TO FABRICATION OF ANY

WORK. THE VERIFIED DIMENSIONS SHALL APPEAR AND BE NOTED ON THE

SHOP DRAWINGS SUBMITTED.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING

BUILDINGS, UTILITIES, STREETS, ETC. DURING CONSTRUCTION. CONTRACTOR

IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL NECESSARY

TEMPORARY BRACING.

3. ANY HOLES CUT IN NEW OR EXISTING CONSTRUCTION THAT ARE NOT

DETAILED ON THE STRUCTURAL DRAWINGS SHALL BE REVIEWED WITH THE

STRUCTURAL ENGINEER. COORDINATE ALL HOLES AND PENETRATIONS WITH

OTHER DISCIPLINES.

4. THE STRUCTURE SHALL BE ADEQUATELY BRACED AND SHORED DURING

ERECTION AGAINST WIND AND ERECTION LOADS. STRUCTURAL MEMBERS

ARE DESIGNED FOR IN-PLACE LOADS.

5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF

DISCREPANCIES FOUND BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL

FIELD CONDITIONS.

E. SPECIAL INSPECTIONS AND TESTING

1. SEE PROJECT "SPECIAL STRUCTURAL TESTING AND INSPECTION SUMMARY

SCHEDULE".

COLD-FORMED STEEL

A. LIGHT GAUGE FRAMING SHALL BE DESIGNED AND CONSTRUCTED IN

ACCORDANCE WITH 2001 AISI SPECIFICATIONS WITH 2004 SUPPLEMENT AND

2002 AISI DESIGN MANUAL.

B. STUD AND JOIST DESIGNATION AND RELATED ACCESSORIES ON THE DRAWINGS

ARE FOR UNIMAST, INC. OTHER MANUFACTURERS SHALL FURNISH ELEMENTS

OF EQUAL OR GREATER SECTION PROPERTIES AND MATERIAL STRENGTHS

(STUDS: Fy = 40,000 PSI, TRACK: Fy = 33,000 PSI).

C. ALL CONNECTIONS ARE THE RESPONSIBILITY OF THE SUPPLIER.

D. ALL FRAMING MATERIALS SHALL BE CUT SQUARE, ERECTED LEVEL AND PLUMB

AND SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS.

E. PROVIDE INSULATION EQUAL TO THAT SPECIFIED ELSEWHERE AT ALL DOUBLED

JAMB STUDS AND HEADERS NOT ACCESSIBLE LATER.

F. SPLICES ARE NOT PERMITTED IN COMPONENTS OTHER THAN TRACKS.

G. LOAD BEARING STUDS SHALL BE INSTALLED WITH ENDS FULLY INSERTED INTO

RUNNER TRACKS AND SHALL BE ATTACHED TO BOTH FLANGES OF UPPER AND

LOWER TRACKS.

H. PROVIDE HORIZONTAL STRAP BRACING OR BLOCKING PER MANUFACTURER

RECOMMENDATIONS AT NOT MORE THAN 48" VERTICAL SPACING.

B. CONCRETE NOTES

1. PERFORM WORK IN ACCORDANCE WITH ACI-301-05 AND ACI 318-05.

2. CONCRETE CLEAR COVER OVER REINFORCING STEEL SHALL MEET THE

REQUIREMENTS OF ACI 318-05.

3. PROVIDE A 3/4" CHAMFER ON ALL EXPOSED CONCRETE CORNERS UNLESS

NOTED OTHERWISE.

4. PROVIDE LAP SPLICES AT ALL CORNERS AND INTERSECTIONS, SAME

SIZE AND SPACING AS HORIZONTAL REINFORCING.

5. PROVIDE SUPPORTS AND SPACERS FOR ALL REINFORCING, INCLUDING WWF.

6. SEE ARCHITECTURAL PLANS FOR DEPRESSED AND SLOPED AREAS IN

FLOORS NOT SHOWN ON STRUCTURAL DRAWINGS.

7. CONSOLIDATE ALL CONCRETE, INCLUDING SLABS, BY VIBRATING.

8. ALL CONCRETE SHOWN SHALL BE REINFORCED. PLANS, SECTIONS AND

DETAILS SHOWN WITHOUT REINFORCEMENT ARE INTENDED TO SHOW

DIMENSIONS AND DETAILS OF CONSTRUCTION ONLY. REINFORCEMENT OF

THESE SECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE

DETAILS SHOWING REINFORCEMENT.

9. LAP SPLICES 40 BAR DIAMETERS (MIN.) UNLESS NOTED OTHERWISE.

10. MIX DESIGNS SHALL INCORPORATE ADMIXTURES AS APPROPRIATE FOR

ENVIRONMENTAL CONDITIONS.

11. COORDINATE GROUNDING REQUIREMENTS BETWEEN FOUNDATION

CONSTRUCTION AND ELECTRICAL WORK.

12. ALL REINFORCING SHALL BE DETAILED, FABRICATED & PLACED IN

ACCORDANCE WITH CRSI "MANUAL OF STANDARD PRACTICE".

13. SUBMIT DESCRIPTION OF PLANNED PROTECTIVE MEASURES FOR HOT OR

COLD WEATHER CONCRETING.

CAST-IN-PLACE CONCRETE

2. REINFORCING PROPERTIES:

ALL BARS UNLESS NOTED OTHERWISE:

TIES & STIRRUPS:

WELDED WIRE FABRIC (SMOOTH, SHEETS):

WELDABLE REINFORCEMENT:

EPOXY COATING:

3. CHAIRS AND BOLSTERS SHALL BE PLASTIC OR EPOXY COATED.

4. IF CONCRETE SUPPORT BLOCKS ARE USED, THEIR STRENGTH SHALL BE

EQUAL OR GREATER THAN THAT OF THE CONCRETE BEING PLACED.

f'c (PSI)

28 DAYS

4,000 4,000 4,500

MAX.

SLUMP

INCHES

MAX

AGGR.

3/4" 3/4" 3/4"

ENTR.

AIR (%)

0*

MAX.

W/C 0.45 0.45 0.45

FY (PSI)

60,000 60,000 65,000 60,000

N/A

ASTM

A615 A615 A185 A706 A775

A. MATERIAL PROPERTIES

1. CONCRETE PROPERTIES:

GRADE BEAMS:

INT. SLAB ON GRADE (NW):. .

EXT. CONCRETE FOR STOOPS

* USE 6%±1.5% ENTRAINED AIR IF EXTERIOR CONCRETE

14. PROVIDE 6X6 - W2.9XW2.9 WWF FOR ALL SLABS ON GRADE U.N.O.

15. CONCRETE SLABS ON GRADE SHALL BE PLACED ON A 4" SAND CUSHION.

INSTALL VAPOR RETARDER UNDER ALL SLABS. INSTALL THE VAPOR

RETARDER DIRECTLY BELOW THE SLAB.

16. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR

REINFORCEMENT:

CONCRETE CAST AGAINST &

PERMANENTLY EXPOSED TO EARTH:

CONCRETE EXPOSED TO EARTH OR WEATHER:

#6 THRU #11 BARS:

#5 & SMALLER BARS:

CONCRETE NOT EXPOSED TO WEATHER

OR IN CONTACT WITH GROUND:

SLABS AND WALLS:

BEAMS AND COLUMNS:

17. HOUSEKEEPING PADS SHALL BE 102 [4"] CONCRETE WITH 13 [#4] BARS AT

305 [12") ON CENTER EACH WAY UNLESS NOTED OTHERWISE.

MINIMUM

COVER (IN.)

1 1/2

3/4 1 1/2

FASTENER NOTES

A. FASTENERS ARE BASED ON HILTI NORTH AMERICA. (1-800-879-8000,

www.US.HILTI.COM) UNLESS NOTED OTHERWISE.

B. SUBSTITUTIONS WILL BE CONSIDERED PROVIDED CONTRACTOR SUPPLIES DATA

WHICH SHOWS EQUIVALENT FASTENER CAPACITY. EMBEDMENT DEPTH,

FASTENER SPACING AND EDGE DISTANCES MUST BE CONSIDERED.

C. FASTENER TYPES:

ADHESIVE ANCHOR IN HOLLOW CMU: . . . . . HY20 W/SCREEN TUBE

ADHESIVE ANCHOR IN GROUTED CMU: . . . . HY150 MAX W/HAS-E ROD

ADHESIVE ANCHOR IN CONCRETE: . . . . . . . RE500SD W/HAS ROD

EXPANSION ANCHOR IN CONCRETE: . . . . . . KWIK BOLT TZ

EXPANSION ANCHOR IN SOLID

GROUT CMU:. . . . . . . . . . . . . . . . . . . . . . . . . KWIK BOLT III

SLEEVE ANCHOR: . . . . . . . . . . . . . . . . . . . . . . HLC SLEEVE ANCHOR

CONCRETE SCREW ANCHOR: . . . . . . . . . . . . KWIK-CON III

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

COPYRIGHT 2010 BY LHB, INC. ALL RIGHTS RESERVED

http://www.LHBcorp.com

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

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 State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

DULUTH, MINNESOTA

FMKM 932052

03/26/10 TYPE B FINAL SUBMITTAL

REPLACE

CENTRAL HEAT

PLANT

148th FIGHTER WING

MINNESOTA AIR

NATIONAL GUARD

C R e v it P ro je c ts

\0 B

L D

G

\D

R H

-0 B

L D

G

S

C e n tr a l.

rv t

/2

/2

:3

:4

A

M

CLG

AJV

090255

S1.01

BLDG 240

NOTES, PLANS

& DETAILS

03/26/10

1/4" = 1'-0"

PLAN - SLAB & FOUNDATION, BOILER ROOM ADDITION 1/4" = 1'-0"

PLAN - ROOF FRAMING, BOILER ROOM ADDITION

3/4" = 1'-0"

SLAB EDGE DETAIL

3/4" = 1'-0"

STOOP DETAIL

1" = 1'-0"

ROOF EDGE DETAIL

1" = 1'-0"

ROOF EDGE DETAIL

NORTH

NORTH

1/2" = 1'-0"

SECTION @ DEPRESSED SLAB

No Date Revision

ALAN J. VORDERBRUGGEN

20969

FAX (218) 722-1931

Email: mail@fjj.com

(218) 722-3060

DULUTH, MN 55802

345 CANAL PARK DRIVE

SUITE 200

BOILER SCHEDULEPUMP SCHEDULE

UNIT HEATER SCHEDULE

(218) 722-3060

DULUTH, MN 55802

345 CANAL PARK DRIVE

SUITE 200

BOILER SCHEDULE

PUMP SCHEDULE

UNIT HEATER SCHEDULE (HOT WATER)

Keyed Notes:

Email: mail@fjj.com

(218) 722-3060

DULUTH, MN 55802

345 CANAL PARK DRIVE

SUITE 200

BOILER SCHEDULE

FAN SCHEDULE

(218) 722-3060

DULUTH, MN 55802

345 CANAL PARK DRIVE

SUITE 200

BOILER SCHEDULE COIL SCHEDULE

FAN SCHEDULE

(218) 722-3060

DULUTH, MN 55802

345 CANAL PARK DRIVE

SUITE 200

1P 1 POLE (2P, 3P, 4P, ETC.)

A AMPERE

AC ABOVE COUNTER OR AIR

CONDITIONER

ACLG ABOVE CEILING

ADO AUTOMATIC DOOR OPENER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFI ARC FAULT CIRCUIT

INERUPTER

AHU AIR HANDLING UNIT

AL ALUMINUM ALT ALTERNATE

AMP AMPERE

AMPL AMPLIFIER

ANNUN ANNUNCIATOR

APPROX APPROXIMATELY

AQ-STAT AQUASTAT

ARCH ARCHITECT, ARCHITECTURAL

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AWG AMERICAN WIRE GAUGE

BATT BATTERY

BD BOARD

BLDG BUILDING

BMS BUILDING MANAGEMENT

SYSTEM

C CONDUIT

CAB CABINET

CATV CABLE TELEVISION

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CKT CIRCUIT

CLG CEILING

COMB COMBINATION

CMPR COMPRESSOR

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUATION OR

CONTINUOUS

CONTR CONTRACTOR

CONV CONVECTOR

CP CIRCULATING PUMP

CRT CATHODE-RAY TUBE

CT CURRENT TRANSFORMER

CTR CENTER

CU COPPER

DCP DOMESTIC WATER

CIRCULATING PUMP

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DISC DISCONNECT

DIST DISTRIBUTION

DN DOWN

DPR DAMPER

DS SAFETY DISCONNECT SWITCH

DT DOUBLE THROW

DWG DRAWING

EC ELECTRICAL CONTRACTOR

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATOR

EM EMERGENCY

EMS ENERGY MANAGEMENT SYSTEM

EMT ELECTRICAL METALLIC TUBING

EP ELECTRIC PNEUMATIC

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXH EXHAUST

EXP EXPLOSION PROOF

FA FIRE ALARM

FABP FIRE ALARM BOOSTER POWER

SUPPLY PANEL

FACP FIRE ALARM CONTROL PANEL

FCU FAN COIL UNIT

FIXT FIXTURE

FLR FLOOR

FLUOR FLUORESCENT

FU FUSE

FUDS FUSED SAFETY DISCONNECT

SWITCH

GA GAUGE

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERATOR

GFI GROUND FAULT CIRCUIT

INTERRUPTER

GFP GROUND FAULT PROTECTOR

GND GROUND

GRS GALVANIZED RIGID STEEL

(CONDUIT)

GYP BD GYPSUM BOARD

HOA HANDS-OFF-AUTOMATIC

SWITCH

HORIZ HORIZONTAL

HP HORSEPOWER

HPF HIGH POWER FACTOR

HT HEIGHT

HTG HEATING

HTR HEATER

HV HIGH VOLTAGE

HWP HYDRONIC WATER PUMP

IC INTERRUPTING CAPACITY

IG ISOLATED GROUND

IMC INTERMEDIATE METAL CONDUIT

INCAND INCANDESCENT

IR INFRARED

I/W INTERLOCK WITH

J-BOX JUNCTION BOX

KV KILOVOLT

KVA KILOVOLT-AMPERE

KVAR KILOVOLT-AMPERE REACTIVE

KW KILOWATT

KWH KILOWATT HOUR

LOC LOCATE OR LOCATION

LT LIGHT

LTG LIGHTING

LTNG LIGHTNING

LV LOW VOLTAGE

MAX MAXIMUM

MAG.S MAGNETIC STARTER

M/C MOMENTARY CONTACT

MC MECHANICAL CONTRACTOR

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDC MAIN DISTRIBUTION CENTER

MDP MAIN DISTRIBUTION PANEL

MFR MANUFACTURER

MFS MAIN FUSED DISCONNECT

SWITCH

MH MANHOLE

MIC MICROPHONE

MIN MINIMUM

MISC MISCELLANEOUS

MLO MAIN LUGS ONLY

MMS MANUAL MOTOR STARTER

MOA MULTIOUTLET ASSEMBLY

MSP MOTOR STARTER PANELBOARD

MSBD MAIN SWITCHBOARD

MT MOUNT

MT.C EMPTY CONDUIT

MTS MANUAL TRANSFER SWITCH

MTR MOTOR, MOTORIZED

N.C. NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURER'S

ASSOCIATION

NFDS NON-FUSED SAFETY

DISCONNECT SWITCH

NIC NOT IN CONTRACT

NL NIGHT LIGHT

N.O. NORMALLY OPEN

NPF NORMAL POWER FACTOR

NTS NOT TO SCALE

OH OVERHEAD

OL OVERLOADS

PA PUBLIC ADDRESS

PB PULL BOX OR PUSHBUTTON

PE PNEUMATIC ELECTRIX

PED PEDESTAL PF POWER FACTOR

PH PHASE

PNL PANEL

PP POWER POLE

PR PAIR

PRI PRIMARY

PROJ PROJECTION

PRV POWER ROOF VENTILATOR

PT POTENTIAL TRANSFORMER

PVC POLYVINYL CHLORIDE

(CONDUIT)

PWR POWER

QUAN QUANITY

RCPT RECEPTACLE

REQD REQUIRED

RSC RIGID STEEL CONDUIT

RTU ROOF TOP UNIT

SC SURFACE CONDUIT

SEC SECONDARY

SHT SHEET

SIM SIMILAR

S/N SOLID NEUTRAL

SPEC SPECIFICATION

SPKR SPEAKER

SP SPARE

SR SURFACE RACEWAY

SS STAINLESS STEEL

SSW SELECTOR SWITCH

S/S STOP/START PUSHBUTTONS

STA STATION

STD STANDARD

SURF SURFACE MOUNTED

SW SWITCH

SWBD SWITCHBOARD

SYM SYMMECTRICAL SYS SYTEM

TEL TELEPHONE

TERM TERMINAL

TL TWIST LOCK

TR TAMPER RESISTANT

T-STAT THERMOSTAT

TTC TELEPHONE TERMINAL

CABINET

TV TELEVISION

TVTC TELEVISION TERMINAL

CABINET

TYP TYPICAL

UE UNDERGROUND ELECTRICAL

UG UNDERGROUND

UH UNIT HEATER

UT UNDERGROUND TELEPHONE

UV UNIT VENTILATOR OR

ULTRAVIOLET

V VOLT

VA VOLT-AMPERES

VDT VIDEO DISPLAY TERMINAL

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

W WATT

W/ WITH

WG WIRE GUARD

WH WATER HEATER

W/O WITHOUT

WP WEATHERPROOF

XFMR TRANSFORMER

XFR TRANSFER

ANGLE

@ AT

' FEET

" INCHES

# NUMBER

Ø PHASE

C CENTER LINE

P PLATE

L L

ELECTRICAL ABBREVIATIONS LIST

FIRE PROTECTION REQUIREMENTS

A. PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS MUST BE FIRESTOPPED WITH AN

APPROVED MATERIAL.

1. CONDUITS MAY PENETRATE WALLS OR PARTITIONS, PROVIDED THEY ARE FIRE-STOPPED.

2. OPENINGS FOR STEEL ELECTRICAL BOXES NOT EXCEEDING 16 SQUARE INCHES ARE

PERMITTED PROVIDED OPENINGS DO NOT AGGREGATE MORE THAN 100 SQUARE INCHES

FOR ANY 100 SQUARE FEET OF WALL OR PARTITION.

3. OUTLET BOXES ON OPPOSITE SIDES OF WALLS OR PARTITIONS MUST BE SEPARATED

BY A HORIZONTAL DISTANCE OF 24 INCHES.

B. LIGHT FIXTURES AND OTHER APPARATUS SUPPORTED BY THE ACOUSTICAL CEILING GRID

MUST MEET THE REQUIREMENTS OF NEC SECTION 410.16, MEANS OF SUPPORT.

C. RECESSED LIGHTING FIXTURES INSTALLED IN FIRE RATED CEILING ASSEMBLIES SHALL BE

FIRE RATED FIXTURES BEARING THE UL FIRE RATED LABEL. FIXTURES SHALL BE

INSTALLED IN ACCORDANCE WITH THE UL FIRE RESISTANCE DIRECTORY, AND SHALL

INCLUDE A FIRE RATED ENCLOSURE INSTALLED OVER THE FIXTURE THAT MEETS THE

REQUIREMENTS OF THE UL FIRE RESISTANCE DIRECTORY.

SPECIFIC CODE NOTES

SYSTEM DESIGNATION

EQUIPMENT DESIGNATION

UNINTERUPTABLE POWER SOURCE

ISOLATED GROUND

EMERGENCY

POWER CONDITIONED

NORMAL

C

UPS

IG

LP4N-102

E N

PANEL NO.

FLOOR OF STRUCTURE

LOW VOLTAGE 1Ø3W. 120/208

LOW VOLTAGE 1Ø3W. 120/240

LOW VOLTAGE 3Ø4W. 120/208

HIGH VOLTAGE 3Ø4W. 277/480

EQUIPMENT DESIGNATION

SYSTEMS DESIGNATION

LP1

LP2

LP4

HP4

CODE

CODE

HP3HIGH VOLTAGE 3Ø3W. 480

LP3LOW VOLTAGE 3Ø3W. 208

HIGH VOLTAGE 1Ø3W. 277/480 HP1

PANELBOARD IDENTIFICATION

A. ALL CONDUCTORS OPERATING AT 50 VOLTS OR GREATER SHALL BE IN RACEWAY. ALL

RACEWAY WITHIN THE STRUCTURE ABOVE THE FLOOR SLAB SHALL BE METAL. RACEWAY

BELOW THE FLOOR SLAB AND UNDERGROUND RACEWAY OUTSIDE THE STRUCTURE SHALL BE

PVC.

B.

C.

ALL LOW VOLTAGE CABLES OR CONDUCTORS OPERATING AT LESS THAN 50 VOLTS SHALL

BE IN METAL RACEWAY. LOW VOLTAGE CABLES MAY BE RUN IN CABLE TRAY WHERE

NOTED.

COORDINATE LOCATIONS OF DEVICES WITH ARCHITECTURAL ELEVATIONS AND DETAILS.

ARCHITECTURAL ELEVATIONS AND DETAILS TAKE PRECEDENCE OVER LOCATIONS SHOWN ON

ELECTRICAL DRAWINGS.

D. WHERE CONNECTED TO A 20A. BRANCH CIRCUIT SUPPLYING AN INDIVIDUAL RECEPTACLE

(SIMPLEX OR DUPLEX), THE RECEPTACLE SHALL BE RATED AT 20A.

CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING ALL ELECTRICAL ITEMS SHOWN ON THE

DRAWINGS, EXCEPT ITEMS LISTED IN NOTE F.

F. TELEPHONE OUTLETS AND DATA OUTLETS SHALL CONSIST OF BACK BOX WITH CONDUIT

STUBBED ABOVE THE ACCESSIBLE CEILING.

G. FURNISH AND INSTALL CONDUIT FROM BACK BOXES FOR THE FOLLOWING DEVICES TO THE CABLE

TRAY OR MDF, VERIFY LOCATIONS.

3/4"C TELEPHONE OUTLETS

3/4"C INFORMATION OUTLETS

GENERAL ELECTRICAL NOTES

E.

ELECTRICAL DRAWINGS

SR

SYMBOL

LV

UE

EX

UMVE

OHE

OHT

*** DISTANCE TO HIGHEST OPERABLE PART OF EQUIPMENT

72"** CIRCUIT BREAKER PANEL

ALL DISTANCES ARE TO CENTER OF DEVICE OR EQUIPMENT UNLESS OTHERWISE NOTED. DEVICES INDICATED AT 48" MAY NOT BE INSTALLED WITH ANY OPERABLE PART HIGHER THAN 48". DEVICES MAY BE INSTALLED IN CONCRETE MASONRY UNITS WITH THE TOP OF THE DEVICE AT 48".

* DISTANCE ABOVE TOP OF DOOR FRAME

PER SCHED WALL HEATER (TYPE DENOTED)

** DISTANCE TO TOP OF EQUIPMENT OR DEVICE

PER SCHED D1

H2

HATCHED SYMBOL INDICATES REMOVED

HAND OR HAIR DRYER (TYPE DENOTED)

DASHED SYMBOL INDICATES EXISTING

SOLENOID VALVE

AS NOTED

AS NOTED

48"

48"

PER SCHED

48"

AS NOTED

H

T

H1

TC

AS NOTED

72"**

72"**

PS

IRSO

FS

R

72"**

72"**

72"**

48"

72"**

72"**

72"**

72"**

SF-1

T1

BUS DUCT WITH PLUG UN DISCONNECT (FUSED)

LIGHT LEVEL SENSOR - TYPE DENOTED

TIME CONTROL SWITCH (TIME SWITCH)

BASEBOARD HEATER (TYPE DENOTED)

HUMIDISTAT

THERMOSTAT

PHOTOCELL

ENCLOSED CIRCUIT BREAKER

PRESSURE SWITCH

RELAY

48"

84"

AS NOTED

84"

COMB. MOTOR STARTER (NON-FUSED)

MAG. MOTOR STARTER OR CONTACTOR

SAFETY DISC. SW. (FUSED)

SAFETY DISC. SW. (NON-FUSED)

COMB. MOTOR STARTER (FUSED)

MANUAL MTR. STR. (W/OVERLOADS)

POWER OR DISTRIBUTION PANEL

MOTOR (SEE SCHEDULE)

TRANSFORMER (TYPE DENOTED)

DAMPER MOTOR

SPECIAL CABINET (TYPE DENOTED)

48"***

18"

18"

18"

J

DESCRIPTION

WALL MOUNTED FLOODLIGHT (TYPE DENOTED)

SURFACE INCANDESCENT LIGHT (TYPE DENOTED)

POLE MOUNTED LIGHT (TYPE DENOTED)

RECESSED LIGHT (TYPE DENOTED)

SURFACE H.I.D. LIGHT (TYPE DENOTED)

EXIT SIGN (TYPE DENOTED)

SUSPENDED OR PENDANT LIGHT (TYPE DENOTED)

TRACK AND TRACK LIGHT (TYPES DENOTED)

SURFACE FLUORESCENT LIGHT (TYPE DENOTED)

FLUORESCENT STRIP LIGHT (TYPE DENOTED)

EMERGENCY BATTERY LIGHT (TYPE DENOTED)

RECESSED FLUORESCENT LIGHT (TYPE DENOTED)

POLE MOUNTED FLOODLIGHT (TYPE DENOTED)PER SCHED

PER SCHED

AS NOTED

12"*

96"

P2P1

T1S1S1

E E

EM

H

ST1

BB

G

AA

R

AS NOTED

HT AFF

AS NOTED

SYMBOL

A

C

B

D

AS NOTED

AS NOTED

J J

84" A

P

HT AFF

18"

18"

SYMBOL

A

GROUND CONNECTION - EXOTHERMIC WELD

GROUND CONNECTION TO STEEL OR STRUCTURE

STATIC GROUND RECEPTACLE (TYPE DENOTED)

SPECIAL CONNECTION (SEE SCHEDULE)

SPECIAL RECEPT. OR CONN. (SEE SCHEDULE)

JUNCTION BOX

PULL BOX

GROUND ROD (PLAN VIEW)

LIGHTNING PROTECTION AIR TERMINAL

SURGERY SERVICE COLUMN

CLOCK (TYPE DENOTED)

POWER POLE (OPEN OFFICE STYLE)

MULTIOUTLET ASSEMBLY (TYPE DENOTED)

MULTIOUTLET ASSEMBLY (TYPE DENOTED)

DESCRIPTION HT AFF

GAS DETECTOR (TYPE DENOTED)

FLEXIBLE CONDUIT OR FIXTURE WHIP

12"*

PROJECTOR CONTROL OUTLET

CCTV CAMERA WITH PAN/TILT DRIVE

**** DISTANCE BELOW CEILING

WEATHERHEAD

ANTENNA

CCTV CAMERA

***** DISTANCE TO BOTTOM OF DEVICE

NURSE CALL MASTER STATION

NURSE CALL DOME LIGHT (2 LAMP)

NURSE CALL ANNUNCIATOR PANEL

NURSE CALL EQUIPMENT CABINET

NCM

144"*

EQUIPOTENTIAL GROUND OUTLET

X-RAY FILM VIEWER (SEE SPECIFICATIONS)

DOOR SIGNAL - APT. UNIT

SPEAKER (WALL OR CEILING MT.)

SURFACE MT…