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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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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11793-00
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
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KEY PLAN
PROJECT NORTH
SEAL ISSUE DATE
JOB. NO.
DWG. NO.
REVISION:
P
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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
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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
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
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N A
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KEY PLAN
PROJECT NORTH
SEAL ISSUE DATE
JOB. NO.
DWG. NO.
REVISION:
P
H A
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A L
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A T
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E S
IG
N
N
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A
B
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G
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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
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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
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M
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A G
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B U
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F M
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A
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M E
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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
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-0
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/1
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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 .