512-23121.JLM Chesterfield - Sidock - Architectural Drawings.pdf
PDF 3 MB Posted
- Solicitation number
- RFQ - 171 - 240000000127
- Issued by
- Macomb County, Chesaning Village, Michigan
About this file
This document is an Invitation for Bid (IFB) for the Chesterfield Veterans Home - Maintenance Building & Warehouse project, issued by the State of Michigan Design and Construction Division, Department of Military and Veterans Affairs. The project scope includes an 82'-6" x 102'-0" maintenance building with a lean-to roof structure, as well as associated site work such as concrete walkways, driveways, utilities, and landscaping. The base bid does not include an interior office suite, exterior windows, a thin brick veneer, or an entrance canopy. The bid contains six alternate bids for additional building length, toilet rooms, the office suite, the entrance canopy, paving, and appliances/furniture. Bidders must upload their bid attachments to the SIGMA VSS system by the 2:00 PM deadline on the bid due date. The project is located in Macomb County and the Village of Chesaning, Michigan.
Pricing for the base bid and alternates is required. The project is funded by the State of Michigan. Bidders must provide a $25,000 allowance for the furniture, fixtures, and equipment (FFE) listed in the bid documents. The State will award the contract to the lowest responsive and responsible bidder, and the contract term is not specified.
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Chesterfield Veterans Home - Maintenance Building & Warehouse 47901 Sugarbush Road
Chesterfield Township, MI 48047
IFC
SHEET INDEX
NO. SHEET TITLE
CS-001 COVER SHEET / BUILDING CODE SUMMARY
A-120
FLOOR PLAN
ROOF PLAN
A-600
A-110LAKE
MICHIGAN
LAKE
SUPERIOR
LAKE
ERIE
LAKE
HURON
SCALE:
N
LOCATION MAP
NO SCALE
SITE:
DTMB: FILE/INDEX No. 512/23121.JLM
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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022
FOR SITE OWNED UTILITIES
A-200 EXTERIOR BUILDING ELEVATIONS
A-900 DOOR & ROOM SCHEDULES / WALL TYPES / WINDOW TYPES
CS-002 GENERAL NOTES / STANDARD ABBREVIATION
BID ALTERNATES
THE BASE BID SHALL INCLUDE:
- AN 82'-6" x 102'-0" BUILDING WITH LEAN-TO ROOF STRUCTURE (INCLUDE
FOUNDATIONS, FLOOR SLAB, BUILDING STRUCTURE, SIDING, ROOFING,
INSULATION, GUTTERS & DOWNSPOUTS)
- CONCRETE WALKWAY ALONG NORTH FACADE
- FULL ELECTRICAL SYSTEM FOR THE WAREHOUSE AS SHOWN ON DRAWINGS.
- FULL HVAC SYSTEM FOR THE WAREHOUSE AS SHOWN ON DRAWINGS.
- BELOW SLAB SANITARY PLUMBING LINES FOR TOILET ROOMS, KITCHENETTE,
AND JANITOR'S CLOSET. LINES TO BE STUBBED AT FLOOR SLAB SURFACE.
- BELOW SLAB ELECTRICAL CONDUIT OR FLOOR BOXES WITHIN OFFICE
CONFERENCE ROOM.
- (1) OVERHEAD GARAGE DOOR. (3) EXTERIOR HOLLOW METAL DOORS.
- ROUGH OPENING FRAMING AT OFFICE SUITE FOR THE ENTRY DOOR AND (3)
WINDOWS (SEE FRAMING DETAILS 5, 6, 7 / A700)
- 24'-0" WIDE CONCRETE DRIVEWAY LEADING TO OVERHEAD DOOR.
- 12'-0" WIDE GRAVEL DRIVEWAY LEADING TO THE ADJACENT ROADWAY.
- ELECTRICAL SERVICE
- DOMESTIC WATER SERVICE
- STORM WATER LEAD
- SANITARY LEAD
- LANDSCAPING OPTION A. SEE LANDSCAPE PLAN LS-100.
THE BASE BID SHALL NOT INCLUDE:
- INTERIOR OFFICE SUITE (INCLUDING ALL ASSOCIATED MEP COMPONENTS)
- EXTERIOR WINDOWS
- OFFICE SUITE ENTRY DOOR
- THIN BRICK VENEER ALONG EAST FAÇADE.
- OFFICE SUITE ENTRANCE CANOPY.
- EXTERIOR PAVING FOR THE PARKING SPACES AND 5'-0” WIDE WALKWAY.
ADD ALTERNATE 1:
- PROVIDE SEPARATE BID/COST FOR THE CONSTRUCTION OF AN ADDITIONAL
25'-0” OF WAREHOUSE BUILDING - MAKING THE OVERALL FOOTPRINT 82'-6” X
127'-0”. THE ADDITIONAL 25'-0" SHALL INCLUDE ALL STRUCTURAL AND MEP
COMPONENTS AS SHOWN WITHIN THE BASE BID BUILDING SIZE.
ADD ALTERNATE 2:
- PROVIDE SEPARATE BID/COST FOR THE CONSTRUCTION OF THE TOILET
ROOMS AND JANITOR'S CLOSET. THIS SHALL INCLUDE ALL MEP, WALLS,
ROOFING, DOORS, AND FINISHES ENCOMPASSING THESE ROOMS.
ADD ALTERNATE 3:
- PROVIDE SEPARATE BID/COST FOR THE CONSTRUCTION OF THE ENTIRE
INTERIOR OFFICE SUITE. THIS SHALL INCLUDE THE 3 EXTERIOR WINDOWS
AND THE OFFICE SUITE EXTERIOR ENTRY DOOR. THIS COST SHALL ALSO
INCLUDE THE COST ASSOCIATED WITH ADD ALTERNATE 2 ABOVE.
ADD ALTERNATE 4:
- PROVIDE A SEPARATE BID/COST FOR THE CONSTRUCTION OF THE OFFICE
SUITE ENTRANCE CANOPY AND ADDITION OF THE THIN BRICK VENEER
ALONG THE EAST FAÇADE.
ADD ALTERNATE 5:
- PROVIDE SEPARATE BID/COST FOR THE ADDITIONAL PAVING REQUIRED FOR
THE PARKING SPACES, WALKWAYS AND LANDSCAPE PLAN OPTION B. REFER
TO SITE PLAN SHEET AS001 AND LANDSCAPE PLAN SHEET LS-100.
ADD ALTERNATE 6:
- PROVIDE SEPARATE BID/COST FOR APPLIANCES AND FURNITURE. REFER TO
SHEET A-901 FOR FURTHER INFORMATION AND ASSIGNED ALLOWANCE.
A-700 WALL SECTIONS
A-510 REFLECTED CEILING PLAN
BUILDING SECTIONS
LS-100 LANDSCAPE PLAN
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CIVIL
ARCHITECTURAL
EL110
EP110
ES100
EP600
ELECTRICAL
ELECTRICAL POWER AND COMMUNICATIONS PLAN
ELECTRICAL ONE-LINE DIAGRAM AND PANEL SCHEDULE
ELECTRICAL SITE PLAN
ELECTRICAL LIGHTING PLAN
A-400 INTERIOR ELEVATIONS
AS-001 ARCHITECTURAL SITE PLAN
ARCHITECTURAL SITE
S-000 STRUCTURAL GENERAL NOTES
STRUCTURAL
M110
MECHANICAL
HVAC PLAN
P110
PLUMBING
PLUMBING PLAN
M500 EQUIPMENT SCHEDULES
A-710 WALL SECTIONS / DETAILS
S-200 STRUCTURAL FOUNDATION PLAN (BASE BID)
S-801 STRUCTURAL FOUNDATION DETAILS
S-802 STRUCTURAL FOUNDATION DETAILS
EP500 ELECTRICAL WIRING DIAGRAM
11/17/2023
S-001 STRUCTURAL GENERAL NOTES
BUILDING CODE SUMMARY
BUILDING: 2015 MICHIGAN BUILDING CODE (MBC)
MECHANICAL: 2015 MICHIGAN MECHANICAL CODE (MMC)
PLUMBING: 2015 MICHIGAN PLUMBING CODE (MPC)
ELECTRICAL: 2015 MICHIGAN ELECTRICAL CODE (MEC)
BARRIER FREE: ICC/ANSI A117.1 (2009)
REFERENCED CODES
BUILDING SIZE:
· 8,415 SF (6,990 SF warehouse / 1,425 SF office)
· 1 story / 16'-0" eave height
USE GROUPS:
Moderate-hazard storage - Group S-1 (MBC 311.2) Business - Group B (MBC 304.1)
CONSTRUCTION TYPE:
Type 2B (MBC 602.2)
ALLOWABLE AREA: (MBC Table 506.2)
S-1 (NS): 17,500SF
B (NS): 23,000SF
ALLOWABLE HEIGHT: (MBC Table 504.3 & 504.4) S-1 (NS): 55 ft / 2 stories B (NS): 55 ft / 3 stories
EGRESS TRAVEL:
200'-0" (NS)
OCCUPANT LOAD: (MBC Table 1004.1.2)
S-1 6,990 SF / 500 SF = 14
B 1,415SF / 100SF = 14
OCCUPANCY SEPARATION: (MBC Table 508.4) S-1 and B (NS) separation: Not Required
FIRE SUPPRESSION:
S-1 / not required per MBC section 903.2.9
AUTOMATIC SPRINKLER SYSTEMS: (MBC 903)
Group S-1 (MBC Section 903.2.9) An automatic sprinkler system is required where one of the following conditions exists:
1. Area exceeds 12,000 sf. N/A
2. Area is located more than 3 stories above grade. N/A
3. Combined area on all floors exceeds 24,000 sf. N/A
4. Area used for storage of upholstered furniture exceeds 2,500 sf. N/A
FIRE RESISTANCE RATINGS: (MBC 602.2)
Type 2B
Primary Structural Frame: 0 HR Interior Bearing Walls: 0 HR Exterior Bearing Walls: 0 HR Interior Non-bearing Walls: 0 HR Exterior Non-bearing Walls: 0 HR Floor Construction: 0 HR Roof Construction: 0 HR Corridor Walls: 0 HR Corridor Doors: 0 HR
MEANS OF EGRESS:
Exit Access Travel (MBC Table 1017.2) S-1 (NS) 200 ft B (NS) 200 ft
Spaces with one exit (MBC Table 1006.2.1) S (NS) 100 ft maximum common path of egress distance (with less than 30 occupants) 2 exits required.
B (NS) 100 ft maximum common path of egress distance (with less than 30 occupants) 1 exit required.
PROPOSED CODE INFORMATION
A-901 FFE PLAN
S-201 STRUCTURAL FOUNDATION PLAN (ALTERNATE 1)
(issued for construction)
EL600 ELECTRICAL LIGHTING FIXTURE SCHEDULE
C0 COVER SHEET
C1 TOPTGRAPHIC / TREE SURVEY - WEST
C2 TOPTGRAPHIC / TREE SURVEY - EAST
C3 DEMOLITION PLAN
C4 STRINGER DIMENSION PLAN
C5 PAVING & GRADING PLAN
C6 UTILITY PLAN WEST
C7 UTILITY PLAN EAST
C8 SOIL EROSION & SEDIMENTATION CONTROL PLAN
C9 PROJECT NOTES & DETAILS
C10 SANITARY LIFT STATION DETAILS
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SCHOOLCRAFT
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MANISTEE
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OCEANA
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MUSKEGON
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MASON
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BERRIEN
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GOGEBIC
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DICKINSON
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MENOMINEE
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DELTA
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ONTONAGON
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IRON
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BARAGA
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HOUGHTON
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MARQUETTE
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ALGER
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ST. JOSEPH
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BRANCH
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LENAWEE
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MONROE
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GLADWIN
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MIDLAND
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JACKSON
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BARRY
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VAN BUREN
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ALLEGAN
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KALAMAZOO
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OTTAWA
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KENT
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EATON
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CALHOUN
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IONIA
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CLINTON
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MECOSTA
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OSCEOLA
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NEWAYGO
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LAKE
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ISABELLA
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MONTCALM
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GRATIOT
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CLARE
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INGHAM
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GENESEE
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OAKLAND
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WAYNE
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LAPEER
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MACOMB
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TUSCOLA
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SAGINAW
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ARENAC
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BAY
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SANILAC
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HURON
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ANTRIM
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GRAND TRAVERSE
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WEXFORD
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LELANAU
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BENZIE
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MISSAUKEE
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ROSCOMMON
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KALKASKA
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CRAWFORD
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OTSEGO
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CHALEVOIX
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EMMET
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CHEBOYGAN
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MACKINAC
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OGEMAW
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IOSCO
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OSCODA
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MONTMORENCY
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ALCONA
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ALPENA
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PRESQUE ISLE
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LUCE
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CHIPPEWA
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TUEBOR
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PRELIMINARY
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CONSTRUCTION
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FINAL RECORD
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DATE
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ISSUED FOR
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FILE NO./INDEX CODE:
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PROJECT NO.:
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IDENTIFICATION NO.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
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APPROVED
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
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ADAM P. LACH,RA, DIRECTOR
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SHEET TITLE:
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UTILITIES
AutoCAD SHX Text 989-344-6184
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72 HOURS
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(3 WORKING DAYS)
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CALL MR. HALCOMB
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BEFORE YOU DIG
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FACILITIES MANAGEMENT
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CAMP GRAYLING ENGINEERING
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11/17/2023 IFC
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WAD
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NC/WAD
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WAD
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MR/WAD
ABBREVIATION LEGEND
A
@ AT
ACT ACOUSTICAL CEILING TILE
AFF ABOVE FINISH FLOOR
ALUM. ALUMINUM
B
BF BARRIER FREE
C
CL CENTER LINE
CLG CEILING
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
CPT CARPET
CT CERAMIC TILE
CJ CONTROL/CONSTRUCTION JOINT
D
DEMO DEMOLITION
DIA DIAMETER
DF DRINKING FOUNTAIN
DN DOWN
DO DOOR OPENING
DS DOWN SPOUT
E
ELEV ELEVATION
EQ EQUAL
EWC ELECTRIC WATER COOLER
EXP EXPANSION
F
FD FLOOR DRAIN
FIN FINISH/FINISHED
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FLR FLOOR
FND FOUNDATION
FRP FIBERGLASS REINFORCED PANEL(S)
FT FOOT/FEET
G
GALV GALVINIZE (D)
GYP BD GYPSUM BOARD
GA GAUGE
H
HSS HOLLOW STRUCTURAL STEEL
HP HIGH POINT
HDW HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HT HEIGHT
I
ID INSIDE DIAMETER
IN INCH/INCHES
INSUL INSULATED
J
K
L
LAV LAVATORY
LF LINEAR FOOT/FEET
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LP LOW POINT
M
MAX MAXIMUM
MISC MISCELLANEOUS
MEZZ MEZZANINE
MIN MINIMUM
MO MASONRY OPENING
N
NIC NOT IN CONTRACT
N/A NOT APPLICABLE
NO/ # NUMBER
NTS NOT TO SCALE
O
OC ON CENTER
OD OUTSIDE DIAMETER
OHC OVERHEAD COILING DOOR
P
PEMB PRE-ENGINEERED METAL BUILDING
PERM PERIMETER
PL PLATE
PLAM PLASTIC LAMINATE
PRE-FIN PRE FINISHED
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PAINT
Q
R
R RADIUS
RD ROOF DRAIN
REIN REINFORCING
RO ROUGH OPENING
REF REFERENCE
S
SCHED SCHEDULE
SOH SECTIONAL OVERHEAD DOOR
SHT SHEET
STL STEEL
T
TEMP TEMPORARY
THRESH THRESHOLD
TOS TOP OF STEEL
TYP TYPICAL
U
UNO UNLESS NOTED OTHERWISE
V
VCT VINYL COMPOSITION TILE
VERT VERTICAL
W
W/ WITH
WB WALL BASE
WD WOOD
WG WIRED GLASS
WWF WELDED WIRE FABRIC
X
Y
Z
1' -3
M
IN
4'
-0
4' -0
2'
-1 0"
10"
3' -1
0"
2' -1
0"
10" - 25"
1' -3
4' -0
4' -0
1'-8"
3' -8
>20" - 25"
MAX
4' -6
6' -6
4' -0
3' -6
3' -0
TO
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C O
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0' -9
M
IN
2'
-3
0'-6"
MAX
0'-11"
MIN
0'-8"
MIN
(4 8"
M
AX
U
N O
BS
TR
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(4 6"
M
AX
O
BS
TR
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M
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0'-8"
" O
VE
R
L
AV
(4 0"
M
AX
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W
AL
L (3
5" M
AX
3' -1
0" (4
8" M
AX
U N
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BS
TR
U
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4' -0
2' -9
(3
4" M
AX
3' -0
3' -1
1" (4
8" M
AX
U N
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BS
TR
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6' -0
1'-0"
1'-0"
6' -0
1/
2' -9
/2
2' -9
/2
R
IM
O
F
LA
V
1' -5
2' -0
30" CLR
(MIN)
(2 7"
M
IN
(5
M
AX
(1 5"
M
IN
)3' -6
SP
O U
T O
U
TL
ET
2' -1
0"
SP
O U
T O
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TL
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2' -1
0"
2'-6"
4' -0
(4 8"
-6 0"
(2
M
IN
4' -0
3' -8
1' -3
U
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4' -0
FI
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EX
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1/
2" M
IN
1' -0
M
IN
1'-1 1/2"
MIN
10" MAX
0' -5
/3
2"
EQ EQ
0'-8"
MIN
0'-11"
MIN
0'-6"
MIN
0' -9
M
IN
2'
-3
2'-1"
MAX
3' -7
BO
TT
O
M O
F
VI
EW
IN
G P
AN
E
3' -7
4' -0
4' -0
(M
AX
0' -6
6'
-0
3' -1
0"
4' -0
HATCHED AREA
INDICATES DISPENSER
OUTLET LOCATIONS
BOTTOM OF
REFLECTING
SURFACE
DISPENSER
OPENING
INSULATE
PIPES
INSULATE
PIPES
5' -0
0' -4
9/
"M
IN
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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022
FOR SITE OWNED UTILITIES
C S-
G
EN
ER
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GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL, STATE, AND COUNTY CODES
/ ORDINANCES AND BUILDING REGULATIONS OF THE CITY OF FERNDALE / OSHA / AND THE
INSTRUCTIONS OF INSPECTING AUTHORITIES.
2. THE GENERAL CONTRACTOR (GC) SHALL VISIT THE PREMISES AND SHALL BECOME
THOROUGHLY FAMILIAR WITH THE CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
3. THE OWNER SHALL CONFIRM THE GENERAL CONTRACTORS (GC) SCOPE OF WORK.
4. THE GC SHALL PROMPTLY NOTIFY THE OWNER AND ARCHITECT OF ANY AMBIGUITY,
INCONSISTENCY OR ERROR WHICH HE MAY DISCOVER UPON EXAMINATION OF THE
DOCUMENTS OR OF THE SITE.
5. GC SHALL INCLUDE COSTS OF ALL PERMITS AND RELATED FEES.
6. ALL PRODUCT/MATERIAL SUBSTITUTIONS SHALL BE APPROVED BY ARCHITECT/OWNER.
7. DO NOT SCALE DRAWINGS, USE ONLY THE DIMENSIONS PROVIDED.
8. FIELD VERIFY ALL DIMENSIONS. ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATIONS
TO THE CONSTRUCTION DETAILS, MATERIAL QUANTITIES AND EXTENT OF THE
CONSTRUCTION WORK SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL PERFORM
THE WORK TO MEET FIELD CONDITIONS ENCOUNTERED.
9. GC SHALL BE RESPONSIBLE FOR SAFETY ON THIS PROJECT, INCLUDING ALL NECESSARY
SIGNS, BARRIERS AND SUPERVISION.
10. GC SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION,
TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE & PROPER COMPLETION OF THE
PROJECT AS INDICATED ON THE DRAWINGS & AS SPECIFIED HEREIN.
11. DURING CONSTRUCTION, GC SHALL MAINTAIN EXISTING MEANS OF EGRESS AND
PASSAGEWAYS CLEAR OF OBSTRUCTIONS. TAKE ALL PRECAUTIONS NECESSARY TO
INSURE THE SAFETY OF THE GENERAL PUBLIC AND WORKERS.
12. GC SHALL BE RESPONSIBLE TO PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY
FROM DAMAGE DURING CONSTRUCTION.
13. COORDINATION AND SEQUENCE OF CONSTRUCTION IS THE RESPONSIBILITY OF THE GC.
14. THE LOCATION OF ALL UTILITIES INDICATED HEREIN ARE APPROXIMATE ONLY AND WERE
LOCATED FROM SOURCES BELIEVED TO BE RELIABLE, BUT NO GUARANTEE IS EXPRESSED
OR IMPLIED AS TO LOCATION. THE CONTRACTOR SHALL MAKE HIS OWN INVESTIGATION AS
TO THE EXTENT OF THESE OR OTHER UTILITIES, AND SHALL BE RESPONSIBLE FOR
PROTECTION AND RESTORATION OF SAME IF DAMAGED AS A RESULT OF HIS OPERATIONS.
15. OWNER SHALL HAVE FIRST CLAIM TO ALL SALVAGEABLE ITEMS.
16. GC SHALL CONSULT WITH OWNER REGARDING STORAGE OF ON SITE MATERIALS AND
ACCESS TO SITE.
17. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN
INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER
THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT.
18. ALL EXISTING CONSTRUCTION, EQUIPMENT AND FINISHES TO REMAIN SHALL BE
PROTECTED DURING CONSTRUCTION.
19. GC SHALL PROVIDE A WRITTEN GUARANTEE THAT WILL BE MADE GOOD AT GC'S OWN
EXPENSE FOR ANY IMPERFECTIONS IN MATERIAL AND/OR WORKMANSHIP WHICH MY
DEVELOP WITHIN (1) ONE YEAR FROM FINAL ACCEPTANCE. FURTHER, THIS GC SHALL
OBTAIN WRITTEN GUARANTEES FROM ALL MANUFACTURERS STATING ON WHAT
OPERATING CONDITIONS & PERFORMANCE CAPACITIES EACH EQUIPMENT PIECE
GUARANTEE IS BASED.
20. GC SHALL SHALL MEET ALL REQUIREMENTS AS STATED WITHIN THE CONSTRUCTION
DOCUMENTS. CONSTRUCTION DOCUMENTS CONSIST OF THE ISSUED DRAWINGS AND
PROJECT MANUAL.
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UNOBSTRUCTED SIDE REACH
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OBSTRUCTED SIDE REACH
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OBSTRUCTED SIDE REACH
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UNOBSTRUCTED FORWARD REACH
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OBSTRUCTED FORWARD REACH
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OBSTRUCTED FORWARD REACH
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KNEE AND TOE CLEARANCE
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WALL MOUNTED SOAP DISPENSER
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WALL MOUNTED PAPER TOWEL DISPENSER
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JUMBO ROLL TOILET PAPER DISPENSER
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FRAMED MIRROR
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HAND DRYER
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DIAPER CHANGING STATION
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WALL MOUNTED PAPER TOWEL DISPOSAL
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COAT HOOKS
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SHELF W/ HOOKS AND MOP HOLDERS
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WALL MOUNTED LAVATORY
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URINAL
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COAT HOOKS
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COUNTER MOUNTED LAVATORY
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URINAL
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DRINKING FOUNTAIN
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OR EWC
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DRINKING FOUNTAIN
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DRINKING FOUNTAIN
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CLEAR FLOOR AREA
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SWITCH
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THERMOSTAT
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(48" MAX. TO T.O.
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OPERABLE
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PARTS -
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UNOBSTRUCTED)
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(44" MAX. TO T.O.
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PARTS -
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(15" MIN. TO
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WALL OUTLET
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URINAL
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SANITARY NAPKIN DISPOSAL
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TOWEL DISPENSER AND DISPOSAL
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SANITARY NAPKIN DISPENSER
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DRINKING FOUNTAIN
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SPEAKER FIRE ALARM OR STROBE
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ELECTRIC PANEL OR CABINET
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ALL DOORS WITH VISION LIGHTS OR SIDELIGHTS
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ELEVATOR CALL CAR CONTROLS
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ELEVATOR JAMB DESIGNATIONS
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ELEVATOR CALL BUTTON, SIGNALS AND SIGNS
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FIRE HOSE, EXTINGUISHER OR COMBINATION CABINET
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FIRE EXTINGUISHER
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FIRE ALARM PULL BOX
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SWITCH OR WALL OUTLET ABOVE COUNTER
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AUTOMATED EXTERNAL DEFIBRILLATOR
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UNDER 40LBS)
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3'-6" MAX OVER 40LBS)
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
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ADAM P. LACH,RA, DIRECTOR
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SHEET TITLE:
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UTILITIES
AutoCAD SHX Text 989-344-6184
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72 HOURS
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(3 WORKING DAYS)
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CALL MR. HALCOMB
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BEFORE YOU DIG
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FACILITIES MANAGEMENT
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CAMP GRAYLING ENGINEERING
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11/17/2023 IFC
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WAD
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NC/WAD
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WAD
57'-8"
100'-0"
'-0
90°
EQ
EQ
4'-
5'- 0"+
'-0
'-0
'-0
'-0
64'-3"+/-
P E A R S O N
S T R E E T
PROPOSED
WAREHOUSE BUILDING
8,000 SF
S A L I T R N I K S T R E E T
H I B
B S
D
R I V
E
'-8
'-4
S E R V I C E D R.
19'-0"
16'-0"
SCALE:
N
AS-001
1 ARCHITECTURAL SITE PLAN
1" = 20'-0"
ST
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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022
FOR SITE OWNED UTILITIES
SITE PLAN NOTES:
DIMENSIONAL BASE POINT.
CENTERLINE OF EXISTING SERVICE
DRIVE. POSITIONING OF NEW WORK TO
BE BASED OFF OF THIS LINE AS SHOWN.
NEW BUILDING.
NEW BUILDING EXTENSION. REFER TO
BID ALTERNATE #1 COVERSHEET.
EXISTING BUILDING.
NEW CONCRETE ACCESS DRIVE.
NEW GRAVEL ACCESS DRIVE.
CONTRACTOR SHALL INSTALL THIS
ACCESS DRIVE FOR CONSTRUCTION
STAGING PURPOSES. DRIVE WILL REMAIN
PERMANENT FOLLOWING
CONSTRUCTION.
NEW CONCRETE APRON AT CURB CUT.
NEW CONCRETE WALKWAY ALONG
ENTIRE NORTH BUILDING FACADE.
APPROX WIDTH 5'-0". WALKWAY
ELEVATION TO MATCH TOP OF EXISTING
CURB.
NEW RAMPED WALKWAY THIS LOCATION.
EXISTING CURB SHALL BE REMOVED AT
AREA OF NEW RAMP LANDING. REFER TO
FLOOR PLAN FOR DIMENSIONS
EXISTING ROADWAY CURB (TO REMAIN).
NEW CONCRETE PARKING AREA AND
WALKWAYS AS DEFINED WITH
DOTTED/HIDDEN LINES. REFER TO BID
ALTERNATE 5 ON CS001. REFER TO
LANDSCAPE PLAN LS001 FOR
DIMENSIONS
EXISTING ELECTRICAL HANDHOLE BOX.
EXISTING LIGHT POLE.
EXISTING STORM WATER PIPING.
EXISTING ABANDONED SANITARY SEWER
MANHOLE.
EXISTING WATER LINE.
EXISTING WALKWAY.
EXISTING CURB.
EXISTING PARKING SPACES.
EXISTING TREE.
APPROX LOCATION OF NEW ELECTRICAL
SERVICE. REFER TO ELECTRICAL PLANS
FOR FURTHER INFO.
APPROX. LOCATION OF NEW WATER
SERVICE. REFER TO PLUMBING & CIVIL
PLANS FOR FURTHER INFO.
APPROX. LOCATION OF NEW STORM
WATER CATCH BASIN. REFER TO CIVIL
PLANS FOR FURTHER INFO.
APPROX LOCATION OF NEW SANITARY
SERVICE. REFER TO CIVIL AND PLUMBING
PLANS FOR FURTHER INFO.
APPROX LOCATION OF NEW SANITARY
LIFT STATION. REFER TO CIVIL AND
PLUMBING PLANS FOR FURTHER INFO.
NEW LANDSCAPING NOT SHOWN THIS
PLAN. REFER TO LANDSCAPE PLAN FOR
FURTHER INFO.
EXISTING BUILDING.
NEW PAVING PATCH AS REQUIRED DUE
TO INSTALL OF NEW COLUMN FOOTINGS.
LOCATION OF ENTRANCE CANOPY.
REFER TO BILL ALTERNATE #4 FOR
ADDITIONAL INFORMATION.
AS
-0
AR
C
H
IT
EC
TU
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S
IT
E
PL
AN
SITE PLAN NOTES:
THIS ARCHITECTURAL SITE PLAN
DESCRIBES THE OVERALL PROJECT
SCOPE ONLY. REFER TO CIVIL PLANS
AND ELECTRICAL SITE PLAN FOR
DETAILED INFORMATION.
CONTRACTOR SHALL VERIFY THE
LOCATION OF EXISTING LAWN IRRIGATION
SYSTEM PIPING AND HEADS PRIOR TO
COMMENCEMENT OF WORK. ONCE
LOCATED THE IRRIGATION SHALL BE
PROTECTED AGAINST DAMAGE TO THE
BEST OF THE CONTRACTOR'S ABILITY.
REFER TO LANDSCAPE PLAN LS100 FOR
FURTHER INFORMATION.
A.
B.
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
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ADAM P. LACH,RA, DIRECTOR
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SHEET TITLE:
AutoCAD SHX Text C
AutoCAD SHX Text
UTILITIES
AutoCAD SHX Text 989-344-6184
AutoCAD SHX Text
72 HOURS
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(3 WORKING DAYS)
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CALL MR. HALCOMB
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BEFORE YOU DIG
AutoCAD SHX Text C.G.
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FACILITIES MANAGEMENT
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CAMP GRAYLING ENGINEERING
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11/17/2023 IFC
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WAD
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WAD
KITCHENETTETOILET ROOM
TOILET ROOM
CONFERENCE ROOM
J.C.
OFFICE
34'-0"
'-0
7'- 6"
7'- 6"
'-2
'-3
15'-5"
7'- 0"
12'-0"
'-7
12'-0"
'-0
5'-0"
0'- 7"
102104
HALL
0'- 5"
0'- 5"
EQ EQ
0'-7" 0'-5" 0'-7"
VESTIBULE
0'- 5"
4'- 5"
EQ
EQ
0'- 5"
0'- 7"
0'- 7"
EQ EQ
3'- 9"
4'-4"
6'- 6"
10'-4"
8'-7" 0'-5"
A B
B
OFFICE SUITE
82'-6"
2'-
0"
'-0
WAREHOUSE
COVERED
OUTDOOR
STORAGE
5 5 5 511 5
511 5
21'-3" 20'-0" 17'-11" 23'-4" 20'-0"
'-0
'-0
'-0
'-0
'-0
A B C D E F
D.1C.1
0.5
7'- 0"
7'- 0"
5'- 0"
12'-0" 2'-0" 3'-4" 1'-5" 20 19
'-0
1'- 0"
1'- 0"
1'- 0"
'-0
8'-0"
1'- 0"
3'- 6"
0'-6"
3'-0"
3 4
1'-3"5'-6"1'-3"
0'- 4"
21BC
21WC
21BC
21WC
FRIG
24BC
24WC
30SB (ADA)
21BC
21WC
21BC
21WC
3'-1"
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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022
FOR SITE OWNED UTILITIES
SCALE:
N
A-110
1 FLOOR PLAN
1/8" = 1'-0"
SCALE:
N
A-110
2 ENLARGED OFFICE SUITE
3/16" = 1'-0"
SCALE:
N
A-110
4 ENLARGED TOILET ROOMS
1/4" = 1'-0"
A-400 3
LEGEND:
X
X-XXX ELEVATION SYMBOL
X KEY NOTE
NEW WALL
WALL TYPE SYMBOL
(SEE WALL TYPES SHEET A-900)
NEW DOOR TAG - NUMBERED
(SEE DOOR TYPES SHEET A-900)
BUILDING SECITON SYMBOL
X
XX
PLAN DETAIL SYMBOL
X
X-XXX
WALL MTD. HAND SINK
TOILET
60" X 60" ADA COMPLIANT CLEAR FLOOR
SPACE
30" X 48" ADA COMPLIANT CLEAR FLOOR
SPACE
WALL MTD. MIRROR
WALL MTD. SOAP DISPENSER
WALL MTD. PAPER TOWEL DISPENSER
WALL MTD. TOILET PAPER DISPENSER
WALL MTD. ADA COMPLIANT GRAB BARS
FLOOR DRAIN
KITCHEN SINK
REFRIGERATOR
COUNTER TOP MICROWAVE
COUNTER AND CABINETS
PLUMBING VENT. REFER TO PLUMBING
DRAWINGS.
DOOR THRESHOLD
A-600
A-110
A-600
ENLARGED TOILET &
*NOTE: TOILET ROOMS ARE
IDENTICAL/MIRRORED LAYOUTS
SCALE:
N
A-110
3 ENLARGED KITCHEN
1/4" = 1'-0"
A-400
FLOOR PLAN NOTES:
WALL PARTITION
JANITORS SINK
WINDOW
DOOR SIDELIGHT
STRUCTURAL COLUMN
NOT USED
NOT USED
FLOOR DRAIN
FLOOR FINISH ON CONCRETE FLOOR SLAB.
REFER TO FINISH SCHEDULE
'BOX- OUT' FRAMING AT COLUMN. REFER
TO DETAILS
EXTERIOR WALL. REFER TO BUILDING
SECTIONS FOR FURTHER INFO.
CONCRETE FLOOR SLAB ON VAPOR
BARRIER ON COMPACTED FILL. REFER TO
BUILDING SECTIONS FOR FURTHER INFO.
ADDITIONAL BUILDING LENGTH. SEE BID
ALTERNATE #1 SHEET CS001.
ENTRY CANOPY AND SUPPORT COLUMNS.
SEE BID ALTERNATE #4 SHEET CS001.
EXISTING ROADWAY CURB SHOWN FOR
REFERENCE
LOCATION OF NEW CONCRETE WALK,
REFER TO CIVIL PLANS FOR FURTHER
INFO.
NEW CONCRETE WALKWAY RAMP.
NEW CONCRETE WALKWAY LANDING TO
MATCH ROADWAY ELEVATION.
NEW 6" DIA. STEEL BOLLARD AT (4)
LOCATIONS FLANKING DOOR 108A.
EDGE OF CONCRETE DRIVE SHOWN FOR
REFERENCE. REFER TO CIVIL DRAWINGS
FOR FURTHER INFO.
LINE OF PAVED DRIVEWAY. REFER TO SITE
PLAN FOR FURTHER INFO.
NEW WATER METER
NEW ELECTRICAL PANEL
REFER TO DRAWING SHEET M110 FOR
MEZZANINE EQUIPMENT DECK PLAN
ABOVE OFFICE SUITE.
PRE-FAB WALL MOUNTED MEZZANINE
ACCESS LADDER.
EXTERIOR HOSE BIBB. REFER TO
PLUMBING PLANS.
A-
FL
O
O R
P
LA
N x A-710
A-110
A-110
A-600
A-600
A-200
A-200
A-200
A-200
A-
A-710
NEW WINDOW TAG - LETTERED
(SEE DOOR TYPES SHEET A-900)
KITCHEN NOTES:
A-400
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
AutoCAD SHX Text
ADAM P. LACH,RA, DIRECTOR
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SHEET TITLE:
AutoCAD SHX Text C
AutoCAD SHX Text
UTILITIES
AutoCAD SHX Text 989-344-6184
AutoCAD SHX Text
72 HOURS
AutoCAD SHX Text
(3 WORKING DAYS)
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CALL MR. HALCOMB
AutoCAD SHX Text
BEFORE YOU DIG
AutoCAD SHX Text C.G.
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FACILITIES MANAGEMENT
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CAMP GRAYLING ENGINEERING
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11/17/2023 IFC
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A
A B C D E F
D.1C.1
0.5
ST
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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022
FOR SITE OWNED UTILITIES
SCALE:
N
A-120
1 ROOF PLAN
1/8" = 1'-0"
A-600
A-600
ROOF PLAN NOTES:
STANDING SEAM METAL ROOFING
DOWNSPOUTS & GUTTER
RIDGE LINE
LEAN-TO COLUMNS BELOW
ASPHALT SHINGLES AT ENRTY CANOPY
ROOF.
LEAN-TO ROOF EXTENSION
ADDITIONAL BUILDING LENGTH. SEE BID
ALTERNATE #1 SHEET CS001.
NOT USED.
THROUGH ROOF EXHAUST FAN DUCT.
A-
R O
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PL
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A-
A-710
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DATE
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PROJECT NO.:
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IDENTIFICATION NO.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
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APPROVED
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
FACILITIES AND BUSINESS SERVICES ADMINISTRATION
AutoCAD SHX Text
ADAM P. LACH,RA, DIRECTOR
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SHEET TITLE:
AutoCAD SHX Text C
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UTILITIES
AutoCAD SHX Text 989-344-6184
AutoCAD SHX Text
72 HOURS
AutoCAD SHX Text
(3 WORKING DAYS)
AutoCAD SHX Text
CALL MR. HALCOMB
AutoCAD SHX Text
BEFORE YOU DIG
AutoCAD SHX Text C.G.
AutoCAD SHX Text
FACILITIES MANAGEMENT
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CAMP GRAYLING ENGINEERING
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11/17/2023 IFC
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WAD
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NC/WAD
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WAD
ECBA FD
C.1 D.1
'-0
127689
17 18 18
BA
CE B AF D
4 3 2 16 0.55
54321 60.5
'-0
4 55
6 8 8
13 14
13 13
B
3'- 4"
9'- 2"
5'-
1'-71 2"
0'-9"
2'-0"
ECBA FD
'-0
17 18 18
SCALE:A-110
1 EAST ELEVATION
1/8" = 1'-0"
SCALE:A-110
2 WEST ELEVATION
1/8" = 1'-0"
SCALE:A-110
3 SOUTH ELEVATION
1/8" = 1'-0"
SCALE:A-110
4 NORTH ELEVATION
1/8" = 1'-0"
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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022
FOR SITE OWNED UTILITIES
A-600
A-600
A-600
A-600 ELEVATION NOTES:
LINE OF CONCRETE FOUNDATION.
NOT USED.
METAL SIDING. DARK GRAY COLOR.
STANDING SEAM METAL ROOFING.
PRE-FIN METAL GUTTER AND
DOWNSPOUTS.
PRE-FIN ALUM. WINDOW. BLACK
COLOR. SEE BID ALTERNATE #3 SHEET
CS001.
PRE-FIN ALUM. DOOR. BLACK COLOR.
SEE BID ALTERNATE #3 SHEET CS001.
HOLLOW METAL DOOR AND FRAME.
DARK GRAY COLOR.
OVERHEAD COMMERCIAL DOOR. DARK
GRAY COLOR.
THIN BRICK VENEER WILL STONE SILL
/ WATER TABLE. SEE BID ALTERNATE
#4 SHEET CS001.
ASPHALT SHINGLES. COLOR/STYLE TO
MATCH EXISTING CAMPUS. SEE BID
ALTERNATE #4 SHEET CS001.
ENTRY CANOPY COLUMN AND BASE.
SEE ENLARGED ELEVATION THIS
SHEET. SEE BID ALTERNATE #4 SHEET
CS001.
WALL MOUNTED LIGHT FIXTURE.
LOCATION OF BUILDING EXTENSION.
SEE BID ALTERNATE #1 SHEET CS001.
LOCATION OF ADA COMPLIANT
SIDEWALK RAMP. REFER TO CIVIL
DRAWINGS.
HOSE BIBB
ELECTRICAL SERVICE
BOLLARD
SCALE:A-200
5 ENLARGED COLUMN ELEVATION
1/2" = 1'-0"
A-710
A-710
A-
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A-710
A-200 THIN BRICK VENEER
COLUMN BASE
REFER TO WALL SECTION 1/A-701 FOR FURTHER
INFORMATION.
REFER TO BID ALTERNATE #4 SHEET CS001.
STONE SILL
ROUGH SAWN SHTG.
AND TRIM
ROUGH SAWN TRIM
3" TRIM
5" TRIM
3" TRIM
10" FASCIA
PRE-FIN MTL. DRIP
EDGE
ROUGH SAWN SIDING
A-710
SCALE:A-110
1 EAST ELEVATION
1/8" = 1'-0"
EAST ELEVATION - BASE BID
EAST ELEVATION - BID ALTERNATES 3 & 4
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APPROVED
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
FACILITIES AND BUSINESS SERVICES ADMINISTRATION
AutoCAD SHX Text
ADAM P. LACH,RA, DIRECTOR
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text C
AutoCAD SHX Text
UTILITIES
AutoCAD SHX Text 989-344-6184
AutoCAD SHX Text
72 HOURS
AutoCAD SHX Text
(3 WORKING DAYS)
AutoCAD SHX Text
CALL MR. HALCOMB
AutoCAD SHX Text
BEFORE YOU DIG
AutoCAD SHX Text C.G.
AutoCAD SHX Text
FACILITIES MANAGEMENT
AutoCAD SHX Text
CAMP GRAYLING ENGINEERING
AutoCAD SHX Text
11/17/2023 IFC
AutoCAD SHX Text
WAD
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NC/WAD
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WAD
3'- 0"
2'-11 2"
0'-11 2"0'-
11 2"
2'-0"
1'- 7"
2'- 6"
1'-0"
7'- 1"
0'-4"
2'-0"
0'-4"
3'- 0"
2'-11 2"
0'-11 2"0'-
11 2"
1'- 7"
2'- 6"
1'-0"
7'- 1"
0'-85 8"
MIN.
0'- 9"
M
IN
2'-
" M
AX
2'- 5"
M
IN
0'-
5"
2'-1"
0'-8"
MIN.
0'- 11 2"
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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022
FOR SITE OWNED UTILITIES
SCALE:A-400
1 TOILET ROOM INTERIOR ELEVATION 1
1/2" = 1'-0" SCALE:A-400
2 TOILET ROOM INTERIOR ELEVATION 2
1/2" = 1'-0" SCALE:A-400
3 TOILET ROOM INTERIOR ELEVATION 3
1/2" = 1'-0"
24" X 36" MIRROR
WATER CLOSET
SURFACE
MOUNTED TOILET
PAPER HOLDER
36" HORIZ. GRAB BAR
42" HORIZ. GRAB BAR
WALL MOUNTED
LAVATORY
TILE
WAINSCOTING
18" VERT. GRAB BAR
18" VERT. GRAB BAR
SURFACE
MOUNTED TOILET
PAPER HOLDER
36" HORIZ. GRAB BAR
WATER CLOSET
42" HORIZ. GRAB BAR
DOOR
TILE WAINSCOTING
24" X 36" MIRROR
WALL MOUNTED
LAVATORY
WALL MTD. PAPER
TOWEL DISPENSERWALL MTD. SOAP
DISPENSER
SCALE:A-400
4 KITCHENETTE
1/2" = 1'-0"
A-400
A-400
SCALE:A-400
5 MILLWORK DETAIL: COUNTERTOP
1/2" = 1'-0" SCALE:A-400
6 MILLWORK DETAIL: COUNTERTOP
1/2" = 1'-0" SCALE:A-400
7 MILLWORK DETAIL: SINK
1/2" = 1'-0"
A-
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PROVIDE 2x6 WOOD
BLOCKING WITHIN WALL
WALL CABINET
PROVIDE 2x6 WOOD
BLOCKING WITHIN WALL
ADJUST SHELF
UNDER CABINET
LED LIGHTING
LIGHT VALANCE
PROVIDE 2x6 WOOD
BLOCKING WITHIN WALL
PROVIDE 2x6 WOOD
BLOCKING WITHIN WALL
BASE CABINET
FLAT PANEL
DOOR
DOOR PULL AS
SPECIFIED
COUNTER TOP, AND
BACKSPLASH
DOOR PULL AS
SPECIFIED
FLAT PANEL
DOOR
4" CABINET BASE
A-400
TILE WAINSCOTING
PLAM. BASE CABINETS
4" BACKSPLASH
PAINTED GYP. BD.
PLAM. WALL CABINETS
3" PLAM. FLAT CROWN
LIGHT VALANCE
PLAM. FILLER
PLAM. FILLER
PROVIDE 2x6 WOOD
BLOCKING WITHIN WALL
PROVIDE 2x6 WOOD
BLOCKING WITHIN WALL
BASE CABINET .
SHIM AS NEEDED (TYP.)
DRAWERS
DOOR PULL AS
SPECIFIED
FLAT PANEL
DRAWER FACE
4" CABINET BASE
PLAM. APRON
4" PLAM. SKIRT PANEL.
SECURE TO SUPPORT
BRACKET WITH FINISH
SCREWS FOR ACCESS.
SINK AND FAUCET
AS SPECIFIED
TOGGLE BOLT
COUNTER FRAME
TO WALL
PLUMBING
REQUIRED TO BE
WITHIN ADA
CLEARANCE AREA
TOGGLE BOLT
PANEL SUPPORT
TO WALL
REFRIGERATOR
PLAM FILLER
PLAM WALL
CABINET
SINK
PLAM PANEL. ADA
COMPLIANT
SOLID SURFACE
COUNTERTOP
PROVIDE 2x6 WOOD
BLOCKING WITHIN WALL
WALL CABINET
PROVIDE 2x6 WOOD
BLOCKING WITHIN WALL
ADJUST SHELF
UNDER CABINET
LED LIGHTING
LIGHT VALANCE
PROVIDE 2x6 WOOD
BLOCKING WITHIN WALL
FLAT PANEL
DOOR
DOOR PULL AS
SPECIFIED
COUNTER TOP, AND
BACKSPLASH
SCALE:A-400
5 CONFERENCE ROOM
1/2" = 1'-0"
PLAM. BASE CABINETS
SOLID SURFACE
COUNTERTOP
http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com http://www.ArchT.com AutoCAD SHX Text
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SHEET
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DRAWN
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CHECKED
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APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
FACILITIES AND BUSINESS SERVICES ADMINISTRATION
AutoCAD SHX Text
ADAM P. LACH,RA, DIRECTOR
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text C
AutoCAD SHX Text
UTILITIES
AutoCAD SHX Text 989-344-6184
AutoCAD SHX Text
72 HOURS
AutoCAD SHX Text
(3 WORKING DAYS)
AutoCAD SHX Text
CALL MR. HALCOMB
AutoCAD SHX Text
BEFORE YOU DIG
AutoCAD SHX Text C.G.
AutoCAD SHX Text
FACILITIES MANAGEMENT
AutoCAD SHX Text
CAMP GRAYLING ENGINEERING
AutoCAD SHX Text
11/17/2023 IFC
AutoCAD SHX Text
WAD
AutoCAD SHX Text
NC/WAD
AutoCAD SHX Text
WAD
1 1
A B C D E F
D.1C.1
0.5
OFFICE SUITE
WAREHOUSE
KITCHENETTE
TOILET ROOM
TOILET ROOM
CONFERENCE ROOM
JC
OFFICE
HALL
100 103
FOYER
D.1C.1
0.5
8'-8"
8'-8"
8'-8"
8'-8"
8'-8"
8'-8"
8'-8"
8'-8"
ST
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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022
FOR SITE OWNED UTILITIES
SCALE:
N
A-510
1 WAREHOUSE REFLECTED CEILING PLAN
1/8" = 1'-0"SCALE:
N
A-510
2 ENLARGED OFFICE REFLECTED CEILING PLAN
1/4" = 1'-0"
A-510
A-600
A-600
A-700
A-700
REFLECTED
CEILING NOTES:
EXPOSED STRUCTURAL STEEL FRAME.
AREA OF BLANKET INSULATION (TYP.)
HIGH-BAY LIGHT FIXTURE
EXPOSED ROOFING DECKING ABOVE
ROUGH SAWN PLYWD SHTG AT CANOPY
CEILING. REFER TO SECTION FOR
FURTHER INFO.
ACOUSTICAL LAY-IN CEILING (GRID AND
TILE)
2x4 LAY-IN LIGHT FIXTURE
HVAC DIFFUSER
EXHAUST FAN
LIGHTING LAYOUT WITHIN BID ALTERNATE
#1 TO MATCH THAT OF WAREHOUSE
LIGHTING AS SHOWN ON THIS DRAWING.
RECESSED CAN LIGHT FIXTURE.
STRUCTURAL BEAMS CLAD IN TRIM
BOARDS. REFER TO SECTION.
A-
R
EF
LE
C
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D
C
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LI
N
G P
LA
N
OFFICE BELOW
A-710
A-710
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
FACILITIES AND BUSINESS SERVICES ADMINISTRATION
AutoCAD SHX Text
ADAM P. LACH,RA, DIRECTOR
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text C
AutoCAD SHX Text
UTILITIES
AutoCAD SHX Text 989-344-6184
AutoCAD SHX Text
72 HOURS
AutoCAD SHX Text
(3 WORKING DAYS)
AutoCAD SHX Text
CALL MR. HALCOMB
AutoCAD SHX Text
BEFORE YOU DIG
AutoCAD SHX Text C.G.
AutoCAD SHX Text
FACILITIES MANAGEMENT
AutoCAD SHX Text
CAMP GRAYLING ENGINEERING
AutoCAD SHX Text
11/17/2023 IFC
AutoCAD SHX Text
WAD
AutoCAD SHX Text
NC/WAD
AutoCAD SHX Text
WAD
CA B D E F
WAREHOUSE
OFFICE HALL CONFERENCE ROOM
'-0
'-0
'-0
'-9
100 103107
1 12 2
4 4
9 10
1 2 3 4 5
OFFICE
JANITOR'S
CLOSET TOILET ROOM TOILET ROOM
8'- 6"
'-0
104105100 101
WAREHOUSE
1 12 2
3 3
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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022
FOR SITE OWNED UTILITIES
SCALE:A-600
1 BUILDING SECTION
1/4" = 1'-0"
SCALE:A-600
2 BUILDING SECTION
1/4" = 1'-0"
A-600
A-600
A700
A700
A700
A700
SECTION NOTES:
CONCRETE FOUNDATION/FOOTING
LINE OF FOOTING BEYOND
PRE-ENGINEERED BUILDING STRUCTURE.
EXTERIOR METAL SIDING AND INSULATION
EXTERIOR METAL ROOFING AND
INSULATION
CONCRETE FLOOR SLAB
THICKENED FLOOR SLAB
OFFICE SUITE STRUCTURE
'LEAN-TO' ROOF STRUCTURE BEYOND
'LEAN-TON SUPPORT COLUMN BEYOND
ADDITIONAL BUILDING LENGTH. SEE BID
ALTERNATE #1 SHEET CS001.
SIM.
A700
A700
A700
A-
BU
IL
D
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TI
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
FACILITIES AND BUSINESS SERVICES ADMINISTRATION
AutoCAD SHX Text
ADAM P. LACH,RA, DIRECTOR
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text C
AutoCAD SHX Text
UTILITIES
AutoCAD SHX Text 989-344-6184
AutoCAD SHX Text
72 HOURS
AutoCAD SHX Text
(3 WORKING DAYS)
AutoCAD SHX Text
CALL MR. HALCOMB
AutoCAD SHX Text
BEFORE YOU DIG
AutoCAD SHX Text C.G.
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FACILITIES MANAGEMENT
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CAMP GRAYLING ENGINEERING
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E
7'- 6"
T
YP
6'-
6" T
YP
'-0
1'- 4"
1'- 0"
'-0
'-0
RI
DG
E
HE
IG
HT
8'- 8"
8'- 8"
1'- 4"
1'- 0"
8'- 8"
1'- 4"
1'- 0"
7'- 6"
6'- 6"
7'- 6"
6'- 6"
7'- 6"
6'- 6"
2'- 6"
3'- 61 2"
5'-2" 5'-2"
7'- 6"
6'- 6"
ST
AT
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F M
IC
H
IG
AN
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
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IV
IS
IO
N
D
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TM
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S
THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022
FOR SITE OWNED UTILITIES
SCALE:A-700
1 WALL SECTION
3/4" = 1'-0"SCALE:A-700
2 WALL SECTION
3/4" = 1'-0"SCALE:A-700
3 WALL SECTION
3/4" = 1'-0"SCALE:A-700
4 WALL SECTION
3/4" = 1'-0"
A-
W
AL
L
SE
C
TI
O N
S
4" FIRE-RETARDANT T&G
PLYWOOD DECK ON 12" LT.
GAUGE STEEL JOISTS @
16" O.C.
FIBERGLASS
INSULATION
ACOUSTICAL LAY-IN
CEILING TILE AND
GRID
8" GYP.. BD. (EA. SIDE)
ON 6" METAL STUDS
@ 16" O.C. W. SOUND
ATTENUATING INSUL.
FULL HT.
REFER TO STRUCTURAL
PLANS FOR FLOOR SLAB
AND FOOTING INFO.
2x6 WOOD
WALL BASE
2x6 FIRE-RETARDANT
WOOD TOP PLATE
2x12 FIRE-RETARDANT
WOOD RIM JOIST
1x6 WOOD TRIM
4" FIRE-RETARDANT T&G
PLYWOOD DECK ON 12" LT.
GAUGE STEEL JOISTS @
16" O.C.
FIBERGLASS
INSULATION
ACOUSTICAL LAY-IN
CEILING TILE AND
GRID
8" GYP. BD. (EA. SIDE)
ON 6" METAL STUDS
@ 16" O.C. W. SOUND
ATTENUATING INSUL.
FULL HT.
JOIST LAP AT LOAD
BEARING WALL
WALL INSULATION
2x6 NON-COMB WOOD
TOP PLATE
STUD CAVITY INSULATION
STONE SILL/
WATERTABLE
THIN BRICK VENEER
ON 58" DENSGLASS
8" CMU GROUTED
SOLID (2 COURSE)
GRADELINE
STEEL PURLIN
STEEL GIRDER TRUSS
HORIZONTAL STEEL
GIRTS
2x12 NON-COMB.
WOOD RIM JOIST
4" FIRE-RETARDANT T&G
PLYWOOD DECK ON
12"STEEL JOISTS @ 16"
O.C. REFER TO
STRUCTURAL DRAWING.
ACOUSTICAL LAY-IN
CEILING TILE AND
GRID
8" GYP. BD. HEAD AND
JAMB RETURN
8" GYP. BD. ON 6"
METAL STUDS @ 16"
O.C. WITH FULL HT.
BATT INSULATION
STEEL PURLIN
HORIZONTAL STEEL
GIRTS
4" FIRE-RETARDANT T&G
PLYWOOD DECK ON
STEEL JOISTS @ 16" O.C.
REFER TO STRUCTURAL
DRAWING.
2x12 FIRE-RETARDANT
WOOD RIM JOIST
2x6 FIRE-RETARDANT
WOOD TOP PLATE
ACOUSTICAL LAY-IN
CEILING TILE AND
GRID
8" GYP. BD. ON 6"
METAL STUDS @ 16"
O.C. WITH FULL HT.
BATT INSULATION WALL INSULATION
PRE-FIN METAL
SIDING PRE-FIN METAL
SIDING
STRUCTURAL
COLUMN
(GIRDER
TRUSS FRAME)
GRADELINE
8" CMU GROUTED
SOLID (2 COURSE)
REFER TO STRUCTURAL
PLANS FOR FLOOR SLAB
AND FOOTING INFO.
REFER TO STRUCTURAL
PLANS FOR FLOOR SLAB
AND FOOTING INFO.
REFER TO STRUCTURAL
PLANS FOR FLOOR SLAB
AND FOOTING INFO.
HORZ. STEEL
CHANNEL
PRE-FIN STANDING
SEAM MTL. ROOFING ON
5" INSULATION AND 5"
INSULATION BRIDGE.
SEAL EDGE WITH FIRE
RATED CAULK/SEALANT
HORIZONTAL STEEL
GIRT
3-5/8" METAL STUDS
4" VINYL WALL BASE 4" VINYL WALL BASE
4" VINYL WALL BASE 4" VINYL WALL BASE
WALL DETAIL SHOWN WITH EXTERIOR PANEL BRICK.
REFER TO BID ALTERNATE #4.
PRE-FIN STANDING
SEAM MTL. ROOFING ON
5" INSULATION AND 5"
INSULATION BRIDGE.
F.F. ELEV.
587.5'
F.F. ELEV.
587.5'
F.F. ELEV.
587.5'
F.F. ELEV.
587.5'
FRP PANEL TO 48"
HEIGHT A.F.F.
STEEL GUARDRAIL
AT MEZZANINE EDGE
HORZ. STEEL
CHANNEL
WINDOW (TYPE A)
HORIZONTAL STEEL
GIRTS
SEAL PERIMETER EDGE
WITH FIRE RATED
CAULK/SEALANT
HORZ. STEEL GIRT AT
PANEL BRICK
LOCATIONS PER BID
ALTERNATE
SCALE:A-700
5 PEMB- FRAMING
1/4" = 1'-0"
TYP. DOOR OPENING OFFICE SUITE ENTRY DOOR OPENING OFFICE SUITE WINDOW OPENING
8" CMU
HORZ. GIRT
VERT. GIRT
HORZ. GIRT
HORZ. GIRT
FIN. FLR. FIN. FLR.
DOOR OPENING.
SIZE PER
SCHEDULE
8" CMU
HORZ. GIRT
VERT. GIRT
HORZ. GIRT
HORZ. GIRT
DOOR OPENING.
SIZE PER
SCHEDULE
VERT. GIRT
8" HORZ. CHANNEL
FOR CANOPY
ANCHORAGE
SCALE:A-700
6 PEMB- FRAMING
1/4" = 1'-0"SCALE:A-700
7 PEMB- FRAMING
1/4" = 1'-0"
FIN. FLR.
8" CMU
HORZ. GIRT
VERT. GIRT
HORZ. GIRT
HORZ. GIRT
WINDOW
OPENING A or B.
SIZE PER
SCHEDULE
HORZ. GIRT AT
WINDOW TYPE A
INTEGRATED WINDOW
FLANGE
INTEGRATED WINDOW
FLANGE
HORZ. GIRT BEYOND
BATT INSULATION
TRANSITION TRIM
PROFILES/PIECES PER
PEMB MFR STANDARDS
WALL INSULATION
WALL INSULATION
8" CMU GROUTED
SOLID (2 COURSE)
2x6 NON-COMB
NAILER SILL PLATE
PAM. WINDOW SILL
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