Attachment C3a - G dwgs 5 sheets.pdf

PDF 2 MB Posted

Attached to
751/20015. TAP; Newberry Customer Service Center
Solicitation number
RFP - 171 - 230000001121
Issued by
Luce County, Michigan

About this file

This document is a set of design drawings related to a state and local contract opportunity for the construction of the Newberry Customer Service Center in Newberry, Michigan. The project is being managed by the Department of Technology, Management and Budget of the State of Michigan. The drawings include detailed plans for the architectural, mechanical, electrical, and structural elements of the new facility, which will house various offices and support spaces for the Department of Natural Resources. The drawings include a life safety plan, ADA standards, and wall types. The contract opportunity appears to be in the 50% design phase, with a revision date of January 16, 2023.

The contract opportunity is designated as TAP project number 751/20015, with the Newberry Customer Service Center located at 5801 Newberry Ave (M-123) in Newberry, Michigan. The contract is for the construction of this new facility, which will serve the needs of the Department of Natural Resources. Pricing, set-aside requirements, funding sources, and other salient details are not provided in the drawings, as this appears to be an early design phase document.

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Other files

File Type Posted
Attachment C3d - A dwgs 13-24 12 sheets.pdf PDF
Attachment C3d - A dwgs 1-12 12 sheets.pdf PDF
Attachment C4 - LAS Schedule_r7_230125 - 1 pg.pdf PDF
Attachment C5 - DTMB465_ —
Attachment C3b - C dwgs 10 sheets.pdf PDF
Attachment E - Scope of Work Outline - estim with qtys only - 31pgs.pdf PDF
Attachment C1 - Phase 200 Program Analysis Report with Conceptual Design - 86 pgs.pdf PDF
Addendum 1 Attachment 5 - 09 93 00 - Staining and Transparent Finishing.pdf PDF
Attachment C3f - E dwgs 8 sheets.pdf PDF
Addendum 1 Attachment 4a - ArchitecturalPlanSet 2of2.pdf PDF
Newberry CSC PreProposal Attendance 2-16-23.pdf PDF
Attachment C3c - S dwgs 11 sheets.pdf PDF
Attachment C3e - M dwgs 15-27 13 sheets.pdf PDF
Addendum 1 Attachment 2 - 07 42 43 - Composite Wall Panels.pdf PDF
CM RFP 20015 .pdf PDF
Addendum 1 Attachment 4b - Structural Framing Plan.pdf PDF
Addendum 1 Attachment 4a - ArchitecturalPlanSet 1of2.pdf PDF
Attachment F - CM RFQ Part 1 - 3 pgs.docx DOCX document
Project Statement 20015.pdf PDF
Attachment C2 - Conceptual Phasing - Phasing Option 2 Summary - 4 pgs.pdf PDF
Attachment C6 - Appendix 7 Cap Outlay Allowable Charges - 1 pg.pdf PDF
Attachment A - CM-RFP Part 2 - Cost Details - 4 pgs.xlsx XLSX spreadsheet
Attachment D - Ack of Add 20015 - 1pg.pdf PDF
Addendum 1 Attachment 3 - 10 71 13 - Fixed Sun Screens.pdf PDF
Addendum 1 Attachment 1 - 07 46 23 - Wood Siding.pdf PDF
Attachment C3e - M dwgs 1-14 14 sheets.pdf PDF
Attachment B - CM Contract SAMPLE Rev 03-22 - 172 pgs.pdf PDF
Addendum 1 20015.pdf PDF
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REVISION:

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Lord Aeck Sargent Architect

OHM Advisors Civil

SDI Structures Structural

Equilibrium Mass Timber Consultant

GEI

Geotechnical

407 E. Fort Street Suite 501 Detroit, MI 48226 (877)-929-1400

424 Hancock St.

Hancock, MI 49930

(906) 482-0535

275 East Liberty Ann Arbor, MI 48104

(734) 213-6091

1175 Peachtree St NE Suite 2400 Atlanta, Georgia 30309

(604) 730 1422

109 W. Baraga Ave.

Marquette, MI

(906) 214-4150

LAS Project No.

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MATERIAL KEYNOTES GENERAL NOTES SHEET SPECIFIC NOTES

© 2021 Lord Aeck Sargent LordAeckSargent.com Unless otherwise agreed to in writing,this document is the sole property of Lord Aeck Sargent and is to be returned upon demand. The information herein is confidential and may not be used nor divulged without the written permission of Lord Aeck Sargent

Peter Basso Associates, Inc.

Mechanical & Electrical

5145 Livernois Suite 100 Troy, MI 48098

(248) 879-5666

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01/16/2023

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G001

D e p a rt m e n t o f N a tu ra l R e s o u rc e s

Department of Natural Resources

NEWBERRY CSC

11793-00

01/16/2023

Phase 500 - Final Design - 50% Submission

ELECTRICAL

E001 ELECTRICAL STANDARDS AND DRAWING INDEX

E002 ELECTRICAL STANDARD SCHEDULES

E003 ELECTRICAL NOTES

E201 LIGHTING PLAN - OFFICE

E301 POWER AND AUXILIARY SYSTEMS PLAN - OFFICE

E501 ONE LINE DIAGRAM

E601 ENLARGED ELECTRICAL PLAN

E701 ELECTRICAL DETAILS AND DIAGRAMS

MECHANICAL

M001 MECHANICAL STANDARDS AND DRAWING INDEX

M002 MECHANICAL NOTES

M101 FIRE PROTECTION PLAN

M200 UNDERGROUND PLUMBING PLAN - OFFICE

M201 PLUMBING PLAN

M301 HVAC PIPING PLAN - OFFICE

M401 SHEET METAL PLAN - OFFICE

M501 ENLARGED MECHANICAL PLANS

M601 MECHANICAL DETAILS

M602 MECHANICAL DETAILS

M603 MECHANICAL DETAILS

M604 MECHANICAL DETAILS

M605 MECHANICAL DETAILS

M606 MECHANICAL DETAILS

M701 MECHANICAL SCHEDULES

M702 MECHANICAL SCHEDULES

M703 MECHANICAL SCHEDULES

M704 MECHANICAL SCHEDULES

M705 MECHANICAL SCHEDULES

M706 MECHANICAL SCHEDULES

M707 MECHANICAL SCHEDULES

M708 MECHANICAL SCHEDULES

M801 TEMPERATURE CONTROL STANDARDS AND GENERAL NOTES

M802 TEMPERATURE CONTROLS

M803 TEMPERATURE CONTROLS

M804 TEMPERATURE CONTROLS

M805 TEMPERATURE CONTROLS

ARCHITECTURAL

A101 FLOOR PLAN - OFFICE

A103 ROOF PLAN - OFFICE

A121 ENLARGED PLANS/ELEVATIONS

A201 EXTERIOR ELEVATIONS - OFFICE

A202 EXTERIOR ELEVATIONS - OFFICE

A205 ENLARGED ELEVATIONS

A206 ENLARGED ELEVATIONS

A211 BUILDING SECTIONS - OFFICE

A221 WALL SECTIONS - OFFICE

A401 REFLECTED CEILING PLAN - OFFICE

A501 EXTERIOR PLAN DETAILS

A511 EXTERIOR SECTION DETAILS

A512 EXTERIOR SECTION DETAILS

A521 INTERIOR DETAILS

A601 DOOR ELEVATIONS, DETAILS, & SCHEDULE

A610 INTERIOR ELEVATIONS

A611 INTERIOR ELEVATIONS

A612 INTERIOR ELEVATIONS

A613 INTERIOR ELEVATIONS

A700 FINISH SCHEDULE

A701 INTERIOR FINISH PLAN

A702 INTERIOR FINISH PLAN

GENERAL

G001 COVER SHEET

G003 KEYNOTE LIST / SYMBOLS / LEGEND / GENERAL NOTES

G004 BUILDING CODE

G101 LIFE SAFETY PLAN - OFFICE

G200 ADA STANDARDS AND WALL TYPES

CIVIL

C001 NOTES

C002 LEGEND

C110 EXISTING CONDITIONS

C130 SITE PLAN

C140 UTILITY PLAN

C170 GRADING PLAN

C501 DETAILS

C502 DETAILS

C503 DETAILS

C504 SEWER DETAILS

STRUCTURAL

S0.1 STRUCTURAL NOTES AND SCHEDULES

S0.2 STRUCTURAL NOTES AND SCHEDULES

S0.3 TYPICAL MASONRY NOTES, DETAILS, AND SCHEDULES

S1.11 FOUNDATION PLAN

S1.11P INTERIOR FRAMING PLAN

S1.21 ROOF FRAMING PLAN

S1.21C CLT CONNECTIONS PLANS

S2.0 STRUCTURAL ISOMETRIC

S3.0 STRUCTRUAL ELEVATIONS AND SECTONS

S4.0 STRUCTURAL SECTIONS

S5.0 STRUCTURAL SECTIONS

PROJECT LOCATION

5801 Newberry Ave (M-123)

WALL SECTION

SHEET COORDINATE

SHEET NUMBER

BUILDING SECTION

SHEET COORDINATE

SHEET NUMBER

A

DETAIL SECTION

SHEET COORDINATE

SHEET NUMBER

WINDOW NUMBER

DOOR NUMBER

COLUMN BUBBLE

Room name

ROOM NAME &

NUMBER

3 CH1 PARTITION TYPE

A101

1 SIM

DETAIL REFERENCE

SHEET COORDINATE

SHEET NUMBER

CENTERLINE

SPOT ELEVATION - ALSO

USED TO DESIGNATE CEILING

HEIGHTS

10'-0" AFF

REVISION

VCT1 VCT2 FLOOR TRANSITION

1' - 0" CEILING HEIGHT

X

DIMENSION OF STUD

OR MASONRY

A101

1 SIM

REF

A101

REF

A101

REF

A101

DIMENSIONING

1. DIMENSIONS ON PLANS ARE TO FACE OF CMU OR FACE OF GWB UNLESS NOTED

OTHERWISE.

2. MASONRY DIMENSIONS SHOWN ARE ACTUAL DIMENSIONS.

3. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

4. DIMENSIONS RELATED TO THE EXISTING BUILDING SHALL BE VERIFIED PRIOR TO

CONSTRUCTION.

5. EXTERIOR DIMENSIONS ARE GIVEN TYPICALLY TO THE OUTSIDE FACE OF

GLAZING, MASONRY OR EIFS.

PARTITIONS/FINISHES/GENERAL

6. SEE LIFE SAFETY PLANS, FLOOR PLANS & PARTITION TYPES FOR LOCATION OF

FIRE RATED WALLS.

7. PROVIDE CONTINUOUS HORIZONTAL BLOCKING IN ALL PARTITIONS WHERE

INDICATED AND WHERE REQUIRED FOR EQUIPMENT AND CASEWORK

ATTACHMENT.

8. ALL INTERIOR AND EXTERIOR WOOD BLOCKING SHALL BE TREATED AS CALLED

FOR IN SPECIFICATIONS.

9. IN GENERAL, THERE SHALL BE NO BACK-TO-BACK ELECTRICAL, TELEPHONE OR

OTHER OUTLETS. OUTLET HOLES SHALL BE PACKED WITH ACOUSTICAL SEALANT.

10. WHEN OUTLETS ARE INDICATED AS OCCURRING BACK-TO-BACK THEY SHOULD BE

SEPARATED BY 16 INCHES HORIZONTALLY. WHERE DIMENSIONS ARE SHOWN

WHICH CONFLICT WITH THIS, OBTAIN DIRECTION FROM ARCHITECT.

11. PROVIDE A SEALANT JOINT AT ALL INTERSECTIONS OF GWB WALLS OR GWB

CEILINGS WITH CMU PARTITIONS.

12. MAINTAIN INTEGRITY OF ALL RATED PARTITIONS AT INSTALLATION OF RECESSED

FIRE EXTINGUISHER CABINETS, CABINETS, TOWEL DISPENSERS, RECEPTACLES,

ELECTRICAL PANELS AND OTHER RECESSED ITEMS. AT GWB WALLS, OBTAIN

THIS INTEGRITY BY INSTALLING AN ADDITIONAL LAYER OF GYPSUM BOARD

WITHIN WALL AROUND ALL SIDES OF ITEM AND AN ADDITIONAL LAYER BEHIND ITEM.

13. WHERE HVAC OR OTHER MECHANICAL, ELECTRICAL AND PLUMBING ITEMS

PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO

STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL

PENETRATIONS THROUGH WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE

AND/OR ACOUSTIC ISOLATION SPACES.

14. BEFORE PATCHING ANY FIRE-RATED CMU PARTITION, FILL ANY EXPOSED CELLS

SOLID WITH GROUT.

15. PROVIDE FINISHED WALL UNDER AND BEHIND WALL EQUIPMENT AND CASEWORK.

COORDINATION/INDICATION OF ENGINEERING WORK ON ARCHITECTURAL DRAWINGS:

16. WORK OF ENGINEERING DISCIPLINES IS SHOWN ON ARCHITECTURAL DRAWINGS

FOR COORDINATION AND CONVENIENCE PURPOSES ONLY. REFER TO

APPROPRIATE DISCIPLINE DRAWINGS FOR COMPLETE AND GOVERNING

INFORMATION REGARDING THEIR WORK.

17. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR LOCATION OF CEILING

MOUNTED MECHANICAL, ELECTRICAL AND PLUMBING FIXTURES.

18. WHERE EXPOSED STRUCTURE CEILING AREAS OCCUR IN ARCHITECTURAL

REFLECTED CEILING PLANS, FULL DELINEATION OF STRUCTURAL, MECHANICAL,

ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS IS NOT PROVIDED,

SELECTED ELEMENTS AND DEVICES MAY BE SHOWN FOR LOCATION OR

COORDINATION (E.G. LIGHT AND SPRINKLER SPACING)

A KEYNOTING SYSTEM IS USED ON THE DRAWINGS FOR MATERIAL REFERENCES AND NOTES.

REFER TO THE KEY LEGEND ON THE DRAWING FOR THE INFORMATION WHICH RELATES TO

EACH KEYNOTE SYMBOL ON THE RESPECTIVE DRAWING.

EACH KEYNOTE SYMBOL CONSISTS OF A 6-DIGIT NUMBER FOLLOWED BY AN ALPHA-NUMERIC

SUFFIX. THE 6-DIGIT NUMBER RELATES TO THE SPECIFICATION SECTION WHICH GENERALLY

COVERS THE ITEM THAT IS REFERENCED AND THE SUFFIX COMBINED WITH THE 6-DIGIT

NUMBER CREATES A KEYNOTE SYMBOL WHICH IDENTIFIES THE SPECIFIC REFERENCE

NOTATION USED ON THE DRAWING. THE SUFFIX DOES NOT RELATE TO ANY CORRESPONDING

REFERENCE LETTER OR NUMBER IN THE SPECIFICATION.

THE ORGANIZATION OF THE KEYNOTING SYSTEM ON THE DRAWINGS, WITH THE KEYNOTING

SYSTEM REFERENCE NUMBER RELATED TO THE SPECIFICATIONS SECTIONS NUMBERING

SYSTEM, SHALL NOT CONTROL THE CONTRACTOR IN DIVIDING THE WORK AMONG

SUBCONTRACTORS OR IN ESTABLISHING THE EXTENT OF WORK TO BE PERFORMED BY ANY

TRADE.

THE KEYNOTE LIST IS NOT A COMPLETE LIST OF THE CONTRACT SPECIFICATIONS NOR IS IT A

COMPLETE LIST OF ALL MATERIALS CALLED FOR.

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KEY PLAN

PROJECT NORTH

SEAL ISSUE DATE

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© 2021 Lord Aeck Sargent LordAeckSargent.com Unless otherwise agreed to in writing,this document is the sole property of Lord Aeck Sargent and is to be returned upon demand. The information herein is confidential and may not be used nor divulged without the written permission of Lord Aeck Sargent

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SYMBOLS

PROJECT KEYNOTE LIST

01 00 00 DIVISION 1 - GENERAL

03 00 00 (SEE

STRUCT)

03 30 00.EJS

03 54 00.SL

04 00 00 DIVISION 4 - MASONRY

05 31 00.SD

05 50 00.BP

06 10 00.B104

06 10 00.LBC

06 10 00.LD4

06 10 00.LD6

06 16 00.S

06 16 43.P5G 5/8” Gypsum Sheathing

07 05 10.CS Compression Seal

07 05 43 CLADDING SUPPORT SYSTEM

07 05 43.F Furring

07 21 00 Batt Insulation

07 21 00.PI2

07 22 30.B Base Layer Insulation

07 25 20.FCH Fastener w/Cap Head

07 25 20.FS Self-Ahdesive Flashing

07 25 20.ST Seal Tape

07 25 20.WRM

07 26 16.VR

07 50 00.13X

07 50 00.DL

07 61 00.A1

07 61 00.ET Edge Trim

07 61 00.F Flashing

07 61 00.SS Slip Sheet

07 62 00.CF

07 65 00.TB

07 90 00.JS

08 11 00.SF

08 40 00.S

08 43 13 ALUMINUM-FRAMED STOREFRONTS

08 71 00.T

08 80 00.ICE Insulating, Clear, Low E Glass

09 21 16 GYPSUM WALLBOARD SYSTEMS

09 21 16.AS Acoustical Sealant

09 21 16.SAB Sound Attenuation Batt

09 21 16.T Trim

09 21 16.TCJ Control Joint

09 21 16.TTJ “J” Trim

09 21 16.TTL “L” Trim

10 00 00 DIVISION 10 - SPECIALTIES

10 21 13.TC Toilet Compartments

10 28 00.GB Grab Bars

10 28 00.SC Seat Cover

10 28 00.SD Soap Dispenser

10 2800.PTD

10 2800.TD

SD.10 80 00

GENERAL PROJECT NOTES

DRAWING KEYNOTING SYSTEM

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W

W WIDTH, WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET, WALL COVERING

WD WOOD

WGL WIRE GLASS

WH WATER HEATER

WP WATERPROOFING

WT WEIGHT

WWM WELDED WIRE MESH

POL POLISHED

PR PAIR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVG PAVING

PWD PLYWOOD

Q

QT QUARRY TILE

R

R RADIUS, RISER

R/A RETURN AIR

RB RESILIENT BASE

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCED, REINFORCING

REQ'D REQUIRED

RES RESILIENT

REV REVISION

RH RIGHT HAND

RHR RIGHT HAND REVERSE

RL RAIN LEADER

RM ROOM

ROW RIGHT OF WAY

RTU ROOFTOP UNIT

RUB RUBBER

S

S SOUTH

S/A SUPPLY AIR

S/CONC SEALED CONCRETE

SCHED SCHEDULE

SE SOUTHEAST

SECT SECTION

SF SQUARE FOOT

SIM SIMILAR

SPECS SPECIFICATIONS

SQ SQUARE

SS SERVICE SINK

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STND STAINED

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SW SOUTHWEST

SYM SYMMETRICAL

SYS SYSTEM

T

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TOP OF CURB

TEL TELEPHONE

TEMP TEMPORARY

THK THICK, THICKNESS

TO TOP OF

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TOW TOP OF WALL

TS TRANSPARENT

TYP TYPICAL

U

UC UNDERCUT

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

KIT KITCHEN

KO KNOCKOUT, KNEE OPENING

KS KNEE SPACE

L

L LONG, LENGTH

LAB LABORATORY

LAV LAVATORY

LB LOAD BEARING

LBS POUNDS

LEV LEVEL

LH LEFT HAND

LHR LEFT HAND REVERSE

LIN LINOLEUM

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

LT LIGHT

LTL LINTEL

LVR LOUVER

LW LIGHTWEIGHT

M

M METER

MAINT MAINTENANCE

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MET METAL

MEZZ MEZZANINE

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MM MILLIMETER

MNT MOUNT

MO MASONRY OPENING

MTG MOUNTING

MTL METAL

MULL MULLION

N

N NORTH

NE NORTHEAST

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPS NOMINAL PIPE SIZE

NTS NOT TO SCALE

NW NORTHWEST

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER

INSTALLED

OH OVERHEAD, OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OTO OUT-TO-OUT

P

PBD PARTICLE BOARD

PC PRECAST

PERF PERFORATED

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLWD PLYWOOD

PLYWD PLYWOOD

PNL PANEL

PNT(D) PAINT(ED)

EWH ELECTRIC WATER HEATER

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXT EXTERIOR

F

FA FIRE ALARM

FB FACE BRICK

FD FLOOR DRAIN

FE FIRE EXTINGUISHER IN CABINET

FEX FIRE EXTINGUISHER ON BRACKET

FF FINISHED FLOOR

FFE FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FL FLOOR, FLOORING

FO FACE OF

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUDS

FP FIREPROOF

FR FIRE RATED

FRP FIBERGLASS REINFORCED PLASTIC

FRT FIRE RETARDED TREATED

FS FULL-SIZED

FT FOOT, FEET

FTG FOOTING

FURN FURNISH

FUT FUTURE

FV FIELD VERIFY

G

G GAS

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GCMU GLAZED CONCRETE MASONRY UNIT

GD GRADE

GFRC GLASS FIBER REINFORCED

CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GWB GYPSUM WALL BOARD

GYP GYPSUM

H

HB HOSE BIBB

HC HOLLOW CORE

HD HAND

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HK HOOK(S)

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT, HORSE POWER

HR HOUR

HS HEAT STRENGTHENED

HT HEIGHT

HVAC HEATING VENTILATION AIR

CONDITIONING

HW HOT WATER

I

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

INV INVERT

J

JAN JANITOR

JC JANITOR CLOSET

JST JOIST

JT JOINT

K

KD KNOCKDOWN

KG KILOGRAM

A

& AND

@ AT

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACOUST ACOUSTICAL

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AV AUDIO-VISUAL

AVG AVERAGE

B

BD BOARD

BEJ BRICK EXPANSION JOINT

BLDG BUILDING

BLKG BLOCKING

BO BOTTOM OF

BOT BOTTOM

BRG BEARING

BRK BRICK

BSMT BASEMENT

BUR BUILT-UP ROOF

C

CAB CABINET

CB CATCH BASIN

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLOS CLOSET

CM CENTIMETER

CMU CONCRETE MASONRY UNIT

CO CLEAR OPENING, CLEAN OUT

COL COL

CONC CONCRETE

CONF CONFERENCE

CONST CONSTRUCTION

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CW CHILLED WATER

CY CUBIC YARD

D

D DEEP

DBL DOUBLE

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG(S) DRAWING(S)

E

E EAST

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION FINISH

SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EW EYE WASH, EACH WAY

EWC ELECTRIC WATER COOLER

ABBREVIATIONS

D

P A

R T

M E

N T

O F

T E

C H

N O

L O

G Y

M

A N

A G

E M

E N

T A

N D

B U

D G

E T

S T

A T

E O

F M

IC

H

IG

A

N

A D

A M

P L

A C

H R

A D

IR

E

C T

O R

S T

A T

E F

A C

IL

IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

D E

S

IG

N A

N D

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

P L

U R

I B

U

E S

U N

U M

C I

R C

U M

S P

I C

E

S I

Q U

E R

E I

S P

E N

I N

S U

L A

M A

M O E

N A

M

S H

E

L E

S C

A

.O

J

M E

L O

C A

T

IO

N

KEY PLAN

PROJECT NORTH

SEAL ISSUE DATE

JOB. NO.

DWG. NO.

REVISION:

P

H A

S E

A L

T E

R N

A T

E D

E S

IG

N

N

N

S T

R U

C T

IO

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

© 2021 Lord Aeck Sargent LordAeckSargent.com Unless otherwise agreed to in writing,this document is the sole property of Lord Aeck Sargent and is to be returned upon demand. The information herein is confidential and may not be used nor divulged without the written permission of Lord Aeck Sargent

C U s e rs \R

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/1

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:3

P

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N e w b e rr y A v e

M

-1

N e w b e rr y

M I

B U

IL

D

IN

G

C O

D E

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C

01/16/2023

11793-00

G004

D e p a rt m e n t o f N a tu ra l R e s o u rc e s

Z

R F

Z R

103' - 3"

E X

IT

155' - 3"

EXIT

197 SF

Meeting Room

2,490 SF

Field Offices (4)

130 SF

Field Office Storage

178 SF

Meeting Room

170 SF

Law Evidence Room

161 SF

Private Office

169 SF

Electrical Room

81 SF

Div. Stor.

122 SF

Janitor

543 SF

Mechanical Room

Redundant Room

CORRIDOR

763 SF

Multi-Purpose Room

183 SF

Corridor

146 SF

Toilet - F

147 SF

Toilet - M

114 SF

Resource Room

83 SF

IT

89 SF

Mail

271 SF

Fish/Wildlife

120 SF

Vestibule

123 SF

Reception

816 SF

Display

376 SF

Conference Room

219 SF

Break Room

568 SF

Field Offices (8)

46 SF

Secure Storage

EXIT

E X

IT

TRAVEL DISTANCE = 138' - 7"

ACCESSORY SPACES

563 GSF

S-2 MECHANICAL

300 GSF/PERSON

2 PERSONS

PRIMAERY SPACES

9675 GSF

B BUINESS

100 GSF/PERSON

100 PERSONS

EXIT

BUILDING EXIT AT GRADE

2-HOUR RATED WALL

GREATEST MINIMUM EGRESS

TRAVEL DISTANCE AND PATH TO

EXIT/ EXIT ENCLOSURE

EXIT

1-HOUR RATED WALL

FIRE EXTINGUISHER CABINETS

STORAGE: WALL MOUNTED

OFFICE: NON-FIRE-RATED, FULLY-

RECESSED

OCCUPANCY TYPES:

LIFE SAFETY LEGEND

S1- STORAGE 300 GSF / OCCUPANT

S2- MECHANICAL 300 GSF / OCCUPANT

35 ACTUAL NUMBER OF OCCUPANTS

CAPACITY OF DOOR OR EXIT65

X'GROUP: S-1

3-HOUR RATED WALL

GROUP: B

B- BUSINESS 100 GSF / OCCUPANT

D E

P A

R T

M E

N T

O F

T E

C H

N O

L O

G Y

M

A N

A G

E M

E N

T A

N D

B U

D G

E T

S T

A T

E O

F M

IC

H

IG

A

N

A D

A M

P L

A C

H R

A D

IR

E

C T

O R

S T

A T

E F

A C

IL

IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

D E

S

IG

N A

N D

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

P L

U R

I B

U

E S

U N

U M

C I

R C

U M

S P

I C

E

S I

Q U

E R

E I

S P

E N

I N

S U

L A

M A

M O E

N A

M

S H

E

L E

S C

A

.O

J

M E

L O

C A

T

IO

N

KEY PLAN

PROJECT NORTH

SEAL ISSUE DATE

JOB. NO.

DWG. NO.

REVISION:

P

H A

S E

A L

T E

R N

A T

E D

E S

IG

N

N

N

S T

R U

C T

IO

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

GENERAL NOTES

© 2021 Lord Aeck Sargent LordAeckSargent.com Unless otherwise agreed to in writing,this document is the sole property of Lord Aeck Sargent and is to be returned upon demand. The information herein is confidential and may not be used nor divulged without the written permission of Lord Aeck Sargent

A s i n d ic a te d

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/1

/2

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-1

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M I

L

IF

E S

A F

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Y P

L A

N

O F

F

IC

E

N E

W B

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01/16/2023

11793-00

G101

D e p a rt m e n t o f N a tu ra l R e s o u rc e s

N

F

0 W 34 G - 6 3/4" Partition C1010140 (Partitions - Drywall w/ Wood Stud)

CONSTRUCT WOOD STUD, GYPSUM PANEL

PER UL Des. U305. INSTALL MINERAL FIBER

BATTS IN STUD CAVITIES. NO RESILIENT

CHANNELS.

09 21 1609 21 16

07 21 00

0 W 32 G - 6 3/4" Partition C1010140 (Partitions - Drywall w/ Wood Stud)

CONSTRUCT WOOD STUD, GYPSUM PANEL

PER UL Des. U305. NO BATTS.

09 21 1609 21 16

0 W 32 G - 4 3/4" Partition C1010140 (Partitions - Drywall w/ Wood Stud)

CONSTRUCT WOOD STUD, GYPSUM PANEL

PER UL Des. U305. NO BATTS.

06 16 43.P5G06 16 43.P5G

1 M 49 - 9 5/8" Partition C1010120 (Partitions - CMU)

1 HR. FIRE RATING - CONCRETE MASONRY

UNIT PARTITION

04 00 00

0 W 42 G - 4 3/4" Partition C1010140 (Partitions - Drywall w/ Wood Stud)

CONSTRUCT WOOD STUD, GYPSUM PANEL

PER UL Des. U305. INSTALL MINERAL FIBER

BATTS IN STUD CAVITIES. NO RESILIENT

CHANNELS.

06 16 43.P5G06 16 43.P5G

07 21 00

1 W 34 G - 4 3/4" Partition C1010140 (Partitions - Drywall w/ Wood Stud)

1 HR. FIRE RQATING - WOOD STUD, GYPSUM PANEL

PARTITION PER UL Des. U305. INSTALL MINERAL FIBER

BATTS IN STUD CAVITIES. NO RESILIENT CHANNELS.

06 16 43.P5G06 16 43.P5G

07 21 00

FIRE

EXTINGUISHER

CABINET

2'-3" MAX

AT SURFACE

MOUNTED F.E.C.

F O

R W

A R

D R

E A

C H

M A

X

S

ID

E R

E A

C H

M A

X

WALL

MOUNTED

MIRROR

GRAB BAR

(SIDE WALL)

GRAB BAR

(BACK WALL)

Figure 30 (c)

MIRRORSTANDARD

TOILET

LAVATORY

FINISH

FLOOR

T O

R E

F L

E C

T

IV

U

R F

A C

E

M

A X

M

A X

M

IN

M

IN

1' - 5" MIN

MIN

8"

PLUMBING

SHIELD

TOP OF SEAT

COVER

FLUSH HANDLE

AWAY FROM SIDE

GRAB BAR

STANDARD

URINAL

3' - 6" 1' - 0"

M

IN

T O

M A

X

BLOCKING

6"

6" 1' - 0"

M

IN

T O

M A

X

10 28 00.GB

10 28 00.GB

PAPER TOWEL DISPENSER/

WASTE RECEPTACLE

SOAP DISPENSER

(WALL MOUNT)

M A

X F

O R

W A

R D

R E

A C

H

M A

X S

ID

E

R E

A C

H

FINISH

FLOOR

SEAT COVER

DRINKING

FOUNTAIN

AND BOTTLE

FILLER

M A

X S

P O

U T

H E

IG

H

T

PAPER TOWEL

DISPENSER

M A

X F

O R

W A

R D

R E

A C

H

M A

X S

ID

E

R E

A C

H

6"

3' - 0"

M A

X

3' - 0"

T Y

P

A

D A

10 28 00.SC

M A

X F

O R

W A

R D

R E

A C

H

M A

X S

ID

E

R E

A C

H

10 28 00.SD

PROVIDE

BLOCKING

M A

X

27" MAX

BACK WALL

MUST BE LOCATED

ON BACK WALL OF

SHOWER ABOVE

GRAB BAR

6" MAX

M A

X

M

IN4

M A

X

HEIGHTS OF BABY

CHANGING STATION

T O

O P

E R

A B

P

R

T

IO

N

T O

B O

T T

O M

W

K

U

R F

A C

E

T O

H

IG

H E

S T

P A

W

O R

K S

U R

F A

C E

T

E

A R

A N

C E

FINISH

FLOOR

ROLL IN SHOWER

W/ SEAT

0 W 1 G - 4 1/8" Partition C1010140 (Partitions - Drywall w/ Wood Stud)

WOOD STUDS TO STRUCTURE, GYPSUM PANELS

1 SIDE ONLY.

06 16 43.P5G

D E

P A

R T

M E

N T

O F

T E

C H

N O

L O

G Y

M

A N

A G

E M

E N

T A

N D

B U

D G

E T

S T

A T

E O

F M

IC

H

IG

A

N

A D

A M

P L

A C

H R

A D

IR

E

C T

O R

S T

A T

E F

A C

IL

IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

D E

S

IG

N A

N D

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

P L

U R

I B

U

E S

U N

U M

C I

R C

U M

S P

I C

E

S I

Q U

E R

E I

S P

E N

I N

S U

L A

M A

M O E

N A

M

S H

E

L E

S C

A

.O

J

M E

L O

C A

T

IO

N

KEY PLAN

PROJECT NORTH

SEAL ISSUE DATE

JOB. NO.

DWG. NO.

REVISION:

P

H A

S E

A L

T E

R N

A T

E D

E S

IG

N

N

N

S T

R U

C T

IO

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

SHEET SPECIFIC NOTES

GENERAL NOTES

MATERIAL KEYNOTES

© 2021 Lord Aeck Sargent LordAeckSargent.com Unless otherwise agreed to in writing,this document is the sole property of Lord Aeck Sargent and is to be returned upon demand. The information herein is confidential and may not be used nor divulged without the written permission of Lord Aeck Sargent

A s i n d ic a te d

C U s e rs \R

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/1

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P

M

N e w b e rr y A v e

M

-1

N e w b e rr y

M I

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A R

D S

A N

D W

A L L

T Y

P E

S

N E

W B

E R

C

01/16/2023

11793-00

G200

D e p a rt m e n t o f N a tu ra l R e s o u rc e s

J6 0 W 34 G 6

J3 0 W 32 G 6

J9 0 W 32 G

G12 1 M 49 - 10

J12 0 W 34 G

G9 1 W 34 G

A. GRAPHICS ARE AN INDICATION OF MOUNTING HEIGHTS

ONLY.

04 00 00 DIVISION 4 -

MASONRY

06 16 43.P5G 5/8” Gypsum Sheathing

07 21 00 Batt Insulation

09 21 16 GYPSUM

WALLBOARD

SYSTEMS

10 28 00.GB Grab Bars

10 28 00.SC Seat Cover

10 28 00.SD Soap Dispenser

G6 0 W 1 G

C001 - NOTES
C002 - LEGEND
C110 - EXISTING PLAN
C130 - SITE PLAN
C140 - UTILITY PLAN
C-170 - GRADING PLAN
C501 - DETAILS
C502 - DETAILS
C503 - DETAILS
C504 - DETAILS

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