511_17092.JBB_Architectural_Plans1.pdf
PDF 6 MB Posted
- Solicitation number
- RFQ 171 230000000067 4
- Issued by
- Clinton County, Galien Village, Michigan
About this file
This architectural plan document pertains to a renovation project at the Gladstone Armory in Hancock, Michigan, involving the Department of Technology, Management and Budget and the Department of Military and Veterans Affairs for the State of Michigan. The project, designated as Phase IV of the armory renovation (OHM Project No. 511/17092.JBB), encompasses comprehensive interior modifications including restroom renovations, office additions, storage facility upgrades with wire mesh partitions, locker installations, and associated structural and finish work. The architectural plans include detailed symbols and legends for restroom accessories, partition types, material specifications, and accessibility compliance requirements in accordance with the State Building Code, ICC A117.1, and the Americans with Disabilities Act. The project includes extensive demolition work with removal of existing doors, windows, wall assemblies, masonry portions, floor finishes, ceiling components, lockers, and various building systems, with coordination required across mechanical, electrical, and plumbing trades.
The plans specify multiple construction details including partition assembly types (designated as Type A, B, R, and K), roof configurations with slope requirements and insulation tapering, exterior elevation treatments with masonry veneers and limestone sills, and interior finishes with gypsum board installation at varying finish levels. Control joints are required at maximum 30-foot intervals in partitions and 25-foot intervals on exterior walls. The project involves installation of wire mesh partitions with multiple door configurations, lockers ranging from 15"x18"x48" to 15"x18"x60" dimensions, solid surface benches, and specialized restroom fixtures meeting accessibility standards. Fire-resistant joint systems and through-penetration firestop materials are mandated at rated partitions and floor openings, with acoustic sealant requirements around electrical wall boxes and penetrations. The document indicates preliminary construction status as of November 18, 2022, with design and construction oversight by OHM-Advisors architecture firm under the direction of the State Facilities Administration Design and Construction Division.
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Text version
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
W
MATERIAL SYMBOLSABBREVIATIONS
N
A
DETAIL TITLE2
PLAN SYMBOLS
GENERAL NOTES:
1. COMPLY WITH THE STATE BUILDING CODE, ICC A117.1, AND THE AMERICANS WITH DISABILITIES ACT.
2. PROVIDE BLOCKING BEHIND TOILET ACCESSORIES FOR SECURE MOUNTING TO WITHSTAND 250# VERTICAL AND HORIZONTAL FORCE.
3. EXPOSED WATER SUPPLY AND DRAINAGE PIPES BELOW LAVATORIES OR SINKS MUST BE INSULATED OR OTHERWISE POSITIONED TO PROTECT AGAINST CONTACT. THERE MUST BE NO SHARP OR ABRASIVE SURFACES BELOW LAVATORY.
FRONT
ACCESSIBLE HI-LO
DRINKING FOUNTAIN
(BOTTLE FILLER AS INDICATED)
MIRROR
GRAB BARS TOILET PAPER
DISPENSER
WALL MOUNTED URINAL
30MIN
SINKS & LAVATORIES
SI
DE
W
AL
L
CL 15
MIN
MAX
54MIN
CL40
40 34
CL24MIN
CL 12
MIN
36MIN
60CLEAR
WALL OR PARTITION
MI
N
13 1/2"
MIN
MA
X
MA
X
30MIN
CLEAR
MI
N
MI
N
MA
X
SP
OU
T
"-4
SP
OU
T
MA
X
TO
G
LA
SS
PAPER TOWEL
DISPENSER
ABOVE
SINK
BABY CHANGING
STATION
TA
BL
E
TO
P
5MAX 15
MIN
9 MI
N
8MIN
6MIN
COAT HOOK SOAP
DISPENSER
SEAT COVER
DISPENSER
MA
X
TO
S
LO
T
MA
X 54
MA
X
17 MA
X
ACCESSIBLE NON-ACC.
SHOWER CURTAIN & ROD
WITH SUSPENSION HOOKS
REFER TO PLANS
C L
MA
X
DI
SP
EN
SE
R
MA
X
MA
X
HAND DRYER
MI
N.
"M
IN
MA
X
FIRE
EXTINGUISHER
FIRE
EXTINGUISHER
CABINET
MA
X
DF-ADF
GB-18
GB-36
UR-A UR
LV-W LV-C MRBCS HK-2-A SD SCD
SCR
PTDHD HD-A
FECFE
OTHER ACCESSORIES
GB-42
TP
42MAX
24MIN
1 1 /2
MI
N
18 MI
N
CL33
SHOWER/TUB ACCESSORIES
TO
T
OP
WATER CLOSET
-1
9"
WC-A
CL 18
RE
AR
W
AL
L
SI
DE
W
AL
L
RE
AR
W
AL
L
RE
AR
W
AL
L
SI
DE
W
AL
L
MA
X
BH-S
MOP & BROOM
HOLDER WITH
SHELF
BH
SIDE
MOP & BROOM
HOLDER
MA
X
TO
P
OF
H
OO
K
HK-2
ACCESSIBLE
COAT HOOK
SH
SHOWER
HEAD
DF-A-BF
MA
X
SP
OU
T
MOUNTING LOCATIONS LEGEND
RESTROOM ACCESSORIES
TOILET COMPARTMENT ACCESSORIES
30MIN
18"
MIN
2'-8"@S-1 3'-4"@S-2
(MATCH
EXISTING)
CLEQ
CL EQ
C L
" TP
NOTE: REFER TO PLANS
FOR LOCATIONS OF ALL
STALL TYPES
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH 906.482.0535 | F 906.482.6453
TS-1 - TYPICAL STALL
GENERAL NOTES
PARTITION TYPES KEY
1. FOR CLARITY, PARTITION TYPES DO NOT INDICATE BASE AND
FLOOR FINISHES, REFER TO ROOM FINISH SCHEDULE.
2. PROVIDE THROUGH PENETRATION FIRE STOP SYSTEM AT FIRE
RATED PARTITIONS, SHAFTWALLS, AND FLOOR OPENINGS.
3. FOR FIRE RESISTANT JOINT SYSTEM HEAD-OF-WALL DETAILS,
REFER TO THIS SHEET.
4. PARTITIONS WITH TYPE INDICATORS ON BOTH SIDES OF
PARTITION SHALL BE CONSTRUCTED TO SATISFY BOTH
CONDITIONS INDICATED.
5. APPLY A CONTINUOUS BEAD OF ACOUSTICAL SEALANT
AROUND ALL ELECTRICAL WALL BOXES.
6. FOR NON-FIRE-RATED PARTITIONS, APPLY ACOUSTICAL
SEALANT AROUND PENETRATIONS ABOVE THE CEILING IN
FULL-HEIGHT PARTITION, UNO.
7. PROVIDE CONTROL JOINTS AT 30' MAX IN PARTITIONS. LOCATE
SYMMETRICALLY OR EVENLY SPACED ON WALLS IF NOT
SHOWN OTHERWISE. REVIEW PROPOSED LOCATIONS WITH
ARCHITECT PRIOR TO INSTALLATION.
1. TYPE X GYP. BOARD TYPICAL, UNLESS NOTED OTHERWISE
2. USE CEILING TYPE GYP. BOARD AT CEILING SURFACES.
7. USE ABUSE/IMPACT RESISTANT GYP. BOARD IN CORRIDORS
8. USE MOISTURE-RESISTANT GYP. BOARD IN TOILET ROOMS,
UNLESS NOTED OTHERWISE.
9. USE TILE BACKER GYP. BOARD IN CERAMIC TILED
APPLICATIONS, UNLESS NOTED OTHERWISE
NOTE: INSTALL INTERIOR GYPSUM BOARD IN THE
FOLLOWING LOCATIONS:
PARTITION TYPE
PARTITION STRUCTURE WIDTH AS
NOTED BELOW
INSTALL SAB
NUMERIC
CHARACTER
METAL STUD
SIZE
7/8"
1-5/8"
2-1/2"
3-5/8"
4"
6"
8"
MASONRY
BLOCK SIZE
3-5/8"
5-5/8"
7-5/8"
9-5/8"
11-5/8"
M6P
GYPSUM BOARD FINISH LEVEL 2
ABOVE CEILING - BOTH SIDES
5/8" GYPSUM BOARD
ON METAL STUDS @ 16" OC
- FINISH LEVEL 4 BELOW
CEILING, BOTH SIDES
TYPE 'A'
PARTITION UP TO DECK
A-012
A-012
REF: A-602 ROOM FINISH SCHEDULE
FOR WALL BASE, TYPICAL
FINISHED FLOOR
ACOUSTIC SEALANT AROUND
PENETRATIONS - BOTH SIDES
SEE PLAN .4-7/8" @ A3
7-1/4" @ A6
SAB ONLY AT PARTITION
TYPES w/ SAB MODIFIER
CONT. TOP & BOTTOM
STEEL RUNNERS
(SOUND CONTROL AS INDICATED)
REF: A-701 REFLECTED CEILING
PLAN FOR CEILING INFORMATION
UNDERSIDE OF STRUCTURE
FINISHED FLOOR
FIRE RESISTANT JOINT SYSTEM
- BOTH SIDES
TYPE 'B'
1 HOUR RATED / SMOKE BARRIER PARTITION
(UL U465)
1 4"
A-012
A-012
REF: A-602 ROOM FINISH SCHEDULE
FOR WALL BASE, TYPICAL
SEE PLAN .4-7/8" @ B3
7-1/4" @ B6
CONT. TOP & BOTTOM
STEEL RUNNERS
REF: A-701 REFLECTED CEILING
PLAN FOR CEILING INFORMATION
REF: A-701 REFLECTED CEILING
PLAN FOR CEILING INFORMATION
FIRESTOP SYSTEM AT THROUGH
PENETRATIONS - BOTH SIDES
UNDERSIDE OF STRUCTURE
5/8" GYPSUM BOARD, FINISH LEVEL 2
ABOVE CEILING - BOTH SIDES
FINISHED FLOOR
TYPE 'R'
PARTITION WALL
5/8" GYPSUM BOARD
ON METAL STUDS @ 16" OC
- FINISH LEVEL 4 BELOW CEILING
REF: A-602 ROOM FINISH SCHEDULE
FOR WALL BASE, TYPICAL
SEE PLAN 4-1/4" @ R3
6-5/8" @ R6
REF: A-701 REFLECTED CEILING
PLAN FOR CEILING INFORMATION
UNDERSIDE OF STRUCTURE
A-012
A-012
CONT. TOP & BOTTOM
STEEL RUNNERS
ACOUSTIC SEALANT AROUND
PENETRATIONS - BOTH SIDES
SIM
4"
TYPE 'K'
FURRING WALL WITH AIR GAP
FINISHED FLOOR
5/8" GYPSUM BOARD
ON METAL STUDS @ 16" OC
- FINISH LEVEL 4 BELOW CEILING
REF: A-602 ROOM FINISH SCHEDULE
FOR WALL BASE, TYPICAL
SEE PLAN 4-1/4" @ K3
6-5/8" @ K6
REF: A-701 REFLECTED CEILING
PLAN FOR CEILING INFORMATION
UNDERSIDE OF STRUCTURE
2"
23 4"
1"
WHEN PARTITION IS ALIGNED AT DECK
FLUTE RECESS, PROVIDE 6"x10 x22 GA
MTL PLATE AT DECK FLUTE RECESS
THAT IS CONTIGUOUS WITH PARTITION.
ATTACH TRACK TO PLATE TO DECK WITH
POWDER DRIVEN FASTENERS AT SAME
SPACING REQUIRED FOR PARTITION
TOP TRACK CONT. 2" WIDE x 22 GA MTL STRAP
FOR TOP ATTACHMENT OF STUDS
DO NOT ATTACH GYP. BD. OR STUDS
TO DEFLECTION TRACK IN THIS AREA
CONT. 22 GA MIN. 3" DEEP LEG
DEFLECTION TRACK.
ATTACH TO DECK @ 12" OC MAX
REFER TO REFLECTED CEILING PLAN
FOR CEILING INFORMATION
WHERE GYP. BD. IS CONCURRENT WITH
DECK FLUTE RECESS, EXTEND UP INTO
RECESS AS SHOWN w/ CONT. SEALANT
UNDERSIDE OF MTL DECK STRUCTURE
23 4"
1"
CONT. 2" WIDE x 22 GA MTL STRAP
FOR TOP ATTACHMENT OF STUDS
DO NOT ATTACH GYP. BD. OR STUDS
TO DEFLECTION TRACK IN THIS AREA
CONT. 22 GA MIN. 3" DEEP LEG
DEFLECTION TRACK.
ATTACH TO DECK @ 12" OC MAX
EXTEND AT MINIMUM ONE LAYER
GYP. BD. UP INTO FLUTE RECESS
WITH SEALANT
REFER TO REFLECTED
CEILING PLAN FOR CEILING
INFORMATION
UNDERSIDE OF MTL DECK
STRUCTURE
REFER TO REFLECTED
CEILING PLAN FOR CEILING
INFORMATION
UNDERSIDE OF MTL DECK
STRUCTURE
23 4"
11 2"
CONT. 2" WIDE x 22 GA MTL STRAP
FOR TOP ATTACHMENT OF STUDS
DO NOT ATTACH GYP. BD. OR STUDS
TO DEFLECTION TRACK IN THIS AREA
CONT. 22 GA MIN. 3" DEEP LEG
DEFLECTION TRACK.
ATTACH TO DECK @ 12" OC MAX
FILL GAP BETWEEN DECK RECESS AND
T/PARTITION w/ MINERAL WOOL
INSULATION
SPRAY APPLIED FIRESTOP
MATERIAL EACH SIDE,
MIN. 1/2" OVERLAP AT
GYP. BD. AND DECK
REFER TO REFLECTED
CEILING PLAN FOR CEILING
INFORMATION
UNDERSIDE OF MTL DECK
STRUCTURE 23 4"
CONT. 2" WIDE x 22 GA MTL STRAP
FOR TOP ATTACHMENT OF STUDS
DO NOT ATTACH GYP. BD. OR STUDS
TO DEFLECTION TRACK IN THIS AREA
CONT. 22 GA MIN. 3" DEEP LEG
DEFLECTION TRACK.
ATTACH TO DECK @ 12" OC MAX
FILL GAP BETWEEN T/DECK AND
T/PARTITION w/ MINERAL WOOL
INSULATION
21 2"
SPRAY APPLIED FIRESTOP
MATERIAL EACH SIDE,
MIN. 1/2" OVERLAP AT
GYP. BD. AND DECK
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH 906.482.0535 | F 906.482.6453
NON-RATED PARALLEL TO FLUTES1NON-RATED PERPENDICULAR TO FLUTES2
(1) HOUR FIRE RESISTANT PARALLEL TO FLUTES3(1) HOUR FIRE RESISTANT PERPENDICULAR TO FLUTES4
1. REMOVE DOOR, FRAME AND HARDWARE.
2. REMOVE WINDOW, FRAME AND TRIM.
3. REMOVE STUD WALL ASSEMBLY.
4. REMOVE PORTION OF WALL FOR NEW OPENING.
5. REMOVE PORTION OF MASONRY WALL FOR NEW OPENING.
TOOTH-IN AND PATCH WHERE MASONRY TO REMAIN.
6. REMOVE TILE FLOOR FINISH, CONCRETE SLAB TO EXTENT
SHOWN, WALL BASE AND SHOWER PARTITIONS COMPLETE. SEE
PLUMBING & MECHANICAL REMOVAL PLANS.
7. REMOVE ALL ACCESSORIES INCLUDING MIRRORS, TISSUE
DISPENSERS, ETC.
8. REMOVE TILE FLOOR FINISH AND WALL BASE. SAW CUT
CONCRETE SLAB TO EXTENT SHOWN.
9. REMOVE COUNTER.
10. SEE PLUMBING & MECHANICAL REMOVAL PLANS.
11. REMOVE TOILET PARTITIONS.
12. REMOVE CAGES, LIGHTING, FLOOR FINISHES AND ASSOCIATED
COMPONENTS. PREPARE TO REFURBISH SPACES DURING NEW
WORK.
13. REMOVE CONCRETE PLANK MEZZANINE, WALLS AS INDICATED,
AND ASSOCIATED STAIR.
14. REMOVE PORTION OF MASONRY WALL. TOOTH-IN AND PATCH
WHERE MASONRY TO REMAIN.
15. REMOVE FLOOR TILE FINISH AND WALL BASE COMPLETE.
REMOVE CEILING GYPSUM BOARD. SAW CUT AND REMOVE
CONCRETE SLAB TO EXTENT SHOWN. REF: STRUCTURAL PLANS
FOR LOCATION OF CONCRETE TO REMAIN
16. REMOVE OVERHEAD DOOR AND ASSOCIATED CONTROLS AND
TRACKS.
17. REMOVE AND SALVAGE DOOR, FRAME, AND HARDWARE FOR
RE-INSTALLATION IN SAME LOCATION, NEW SWING DIRECTION.
18. REMOVE FLOOR TILE AND WALL BASE COMPLETE. .
19. REMOVE FLOOR TILE COMPLETE. SAW CUT AND REMOVE
CONCRETE SLAB. REF: STRUCTURAL FOR ADDITIONAL
REQUIREMENTS. REMOVE CEILING GYPSUM BOARD.
20. REMOVE CEILING GYPSUM BOARD.
21. REMOVE TILE AND FLOOR FINISH. SAW CUT AND REMOVE
CONCRETE SLAB AS NEEDED FOR PLUMBING WORK.
22. REMOVE LOCKERS AND BENCHES.
23. REMOVE CARPET FLOOR FINISH COMPLETE.
24. REMOVE OVERFLOW SCUPPER, RE-ROUTE EXISTING OVERFLOW
DRAIN; REFER TO PLUMBING.
25. REMOVE RECESSED CABINET UNIT HEATER, PREPARE OPENING
FOR NEW WORK. SEE MECHANICAL.
26. REMOVE AND SALVAGE BABY CHANGING STATION.
27. REMOVE LAY-IN CEILING SYSTEM AND TILES. REF: A-701 FOR
ADDITIONAL INFORMATION.
28. REMOVE PORTION OF MASONRY WALL (MIN. 4 COURSES AFF,
V.I.F.) FOR INSTALLATION OF NEW PLUMBING. MASONRY TO BE
REMOVED IN SECTIONS. SHORE EXISTING WALL TO REMAIN. MAX
UNSUPPORTED SPAN TO BE 24".
29. REMOVE RUBBER FLOOR TILE COMPLETE.
30. REMOVE PORTION OF METAL STUD PARTITION TO EXTENT
SHOWN. PROTECT AND SALVAGE ALL ELECTRICAL AND
TECHNOLOGY DEVICES TO BE RELOCATED AND REINSTALLED
DURING NEW WORK
SHEET KEYNOTES
LEGEND
01 SHEET KEYNOTE INDICATOR
EXISTING TO REMAIN EXISTING TO BE REMOVED
EXISTING DOOR
TO REMAIN
EXISTING DOOR
AND FRAME TO
BE REMOVED
DEMOLITION NOTES
1. REFER TO MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS FOR RELATED AND ADDITIONAL DEMOLITION AND PATCHING WORK.
2. DRAWINGS SHOW MAJOR DEMOLITION. CONTRACTOR SHALL PROVIDE ALL DEMOLITION NECESSARY FOR THE COMPLETION OF WORK, WHETHER EXPLICITLY SHOWN OR NOT.
3. ALL AREAS PROPOSED FOR MODIFICATION SHALL BE FIELD SURVEYED TO FULLY IDENTIFY EXISTING CONDITIONS AND EXTENT OF DEMOLITION WORK. NOTIFY ARCHITECT AND CONSTRUCTION MANAGER OF ANY
DISCREPANCY PRIOR TO START OF DEMOLITION/CONSTRUCTION ACTIVITIES.
4. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION AND PATCHING WORK.
5. WHERE REMOVAL OF CASEWORK, MILLWORK, WALL ACCESSORIES, OR EQUIPMENT IS INDICATED, FILL HOLES AND PATCH EXISTING WALLS, BASE AND CEILINGS WHICH ARE TO REMAIN EXPOSED.
6. UNLESS OTHERWISE INDICATED, TOOTH NEW MATERIAL, INTO EXISTING, WHEREVER INFILL REMAINS EXPOSED.
7. SEE SPECIFICATIONS FOR ADDITIONAL DEMOLITION AND PATCHING REQUIREMENTS.
8. ALL TECHNOLOGY LOCATED WITHIN AREAS OF WORK ARE TO BE REMOVED, SALVAGED AND TURNED OVER TO OWNER, UNLESS OTHERWISE NOTED.
9. THE OWNER RESERVES THE RIGHT(S) TO ANY REMOVED MATERIALS OR ITEMS.
10. "REMOVE" MEANS CONTRACTOR SHALL REMOVE FROM PROJECT SITE AND DISPOSE OF IN A LEGAL MANNER.
11. CARE SHALL BE TAKEN TO PROTECT ALL EXISTING SURFACES NOT SCHEDULED FOR DEMOLITION FROM DAMAGE THROUGHOUT THE CONSTRUCTION PROCESS. ALL AREAS AND SURFACES DAMAGED FROM DEMOLITION OR
CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED AT NO EXPENSE TO THE OWNER.
12. REFER TO REFLECTED CEILING PLAN FOR LIMITS EXTENTS FOR DEMOLITION OF EXISTING CEILINGS. NEW GRID TO TIE INTO EXISTING AND SHALL MATCH THE EXISTING CEILING HEIGHT TO REMAIN UNO. ADDITIONAL
DEMOLITION OF CEILINGS IS SHOWN ON SHEET AD101.
13. PROVIDE DUST-PROOF CONSTRUCTION BARRIERS TO SEPARATE AND SECURE THE CONSTRUCTION AREA FROM THE REMAINDER OF THE BUILDING. PROVIDE TEMPORARY FILTERS AT RETURN AIR DUCTWORK AS REQUIRED
TO MINIMIZE THE SPREAD OF DUST THROUGHOUT THE BUILDING.
INDICATES AREA OF
CONCRETE SLAB REMOVAL
MAIN FLOOR DEMOLITION PLAN1
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ARCHITECTS. ENGINEERS. PLANNERS
OHM-ADVISORS.COM
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1. REMOVE DOOR, FRAME AND HARDWARE.
2. REMOVE WINDOW, FRAME AND TRIM.
3. REMOVE STUD WALL ASSEMBLY.
4. REMOVE PORTION OF WALL FOR NEW OPENING.
5. REMOVE PORTION OF MASONRY WALL FOR NEW OPENING.
TOOTH-IN AND PATCH WHERE MASONRY TO REMAIN.
6. REMOVE TILE FLOOR FINISH, CONCRETE SLAB TO EXTENT
SHOWN, WALL BASE AND SHOWER PARTITIONS COMPLETE. SEE
PLUMBING & MECHANICAL REMOVAL PLANS.
7. REMOVE ALL ACCESSORIES INCLUDING MIRRORS, TISSUE
DISPENSERS, ETC.
8. REMOVE TILE FLOOR FINISH AND WALL BASE. SAW CUT
CONCRETE SLAB TO EXTENT SHOWN.
9. REMOVE COUNTER.
10. SEE PLUMBING & MECHANICAL REMOVAL PLANS.
11. REMOVE TOILET PARTITIONS.
12. REMOVE CAGES, LIGHTING, FLOOR FINISHES AND ASSOCIATED
COMPONENTS. PREPARE TO REFURBISH SPACES DURING NEW
WORK.
13. REMOVE CONCRETE PLANK MEZZANINE, WALLS AS INDICATED,
AND ASSOCIATED STAIR.
14. REMOVE PORTION OF MASONRY WALL. TOOTH-IN AND PATCH
WHERE MASONRY TO REMAIN.
15. REMOVE FLOOR TILE FINISH AND WALL BASE COMPLETE.
REMOVE CEILING GYPSUM BOARD. SAW CUT AND REMOVE
CONCRETE SLAB TO EXTENT SHOWN. REF: STRUCTURAL PLANS
FOR LOCATION OF CONCRETE TO REMAIN
16. REMOVE OVERHEAD DOOR AND ASSOCIATED CONTROLS AND
TRACKS.
17. REMOVE AND SALVAGE DOOR, FRAME, AND HARDWARE FOR
RE-INSTALLATION IN SAME LOCATION, NEW SWING DIRECTION.
18. REMOVE FLOOR TILE AND WALL BASE COMPLETE. .
19. REMOVE FLOOR TILE COMPLETE. SAW CUT AND REMOVE
CONCRETE SLAB. REF: STRUCTURAL FOR ADDITIONAL
REQUIREMENTS. REMOVE CEILING GYPSUM BOARD.
20. REMOVE CEILING GYPSUM BOARD.
21. REMOVE TILE AND FLOOR FINISH. SAW CUT AND REMOVE
CONCRETE SLAB AS NEEDED FOR PLUMBING WORK.
22. REMOVE LOCKERS AND BENCHES.
23. REMOVE CARPET FLOOR FINISH COMPLETE.
24. REMOVE OVERFLOW SCUPPER, RE-ROUTE EXISTING OVERFLOW
DRAIN; REFER TO PLUMBING.
25. REMOVE RECESSED CABINET UNIT HEATER, PREPARE OPENING
FOR NEW WORK. SEE MECHANICAL.
26. REMOVE AND SALVAGE BABY CHANGING STATION.
27. REMOVE LAY-IN CEILING SYSTEM AND TILES. REF: A-701 FOR
ADDITIONAL INFORMATION.
28. REMOVE PORTION OF MASONRY WALL (MIN. 4 COURSES AFF,
V.I.F.) FOR INSTALLATION OF NEW PLUMBING. MASONRY TO BE
REMOVED IN SECTIONS. SHORE EXISTING WALL TO REMAIN. MAX
UNSUPPORTED SPAN TO BE 24".
29. REMOVE RUBBER FLOOR TILE COMPLETE.
30. REMOVE PORTION OF METAL STUD PARTITION TO EXTENT
SHOWN. PROTECT AND SALVAGE ALL ELECTRICAL AND
TECHNOLOGY DEVICES TO BE RELOCATED AND REINSTALLED
DURING NEW WORK
SHEET KEYNOTES
LEGEND
01 SHEET KEYNOTE INDICATOR
EXISTING TO REMAIN EXISTING TO BE REMOVED
EXISTING DOOR
TO REMAIN
EXISTING DOOR
AND FRAME TO
BE REMOVED
DEMOLITION NOTES
1. REFER TO MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS FOR RELATED AND ADDITIONAL DEMOLITION AND PATCHING WORK.
2. DRAWINGS SHOW MAJOR DEMOLITION. CONTRACTOR SHALL PROVIDE ALL DEMOLITION NECESSARY FOR THE COMPLETION OF WORK, WHETHER EXPLICITLY SHOWN OR NOT.
3. ALL AREAS PROPOSED FOR MODIFICATION SHALL BE FIELD SURVEYED TO FULLY IDENTIFY EXISTING CONDITIONS AND EXTENT OF DEMOLITION WORK. NOTIFY ARCHITECT AND CONSTRUCTION MANAGER OF ANY
DISCREPANCY PRIOR TO START OF DEMOLITION/CONSTRUCTION ACTIVITIES.
4. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION AND PATCHING WORK.
5. WHERE REMOVAL OF CASEWORK, MILLWORK, WALL ACCESSORIES, OR EQUIPMENT IS INDICATED, FILL HOLES AND PATCH EXISTING WALLS, BASE AND CEILINGS WHICH ARE TO REMAIN EXPOSED.
6. UNLESS OTHERWISE INDICATED, TOOTH NEW MATERIAL, INTO EXISTING, WHEREVER INFILL REMAINS EXPOSED.
7. SEE SPECIFICATIONS FOR ADDITIONAL DEMOLITION AND PATCHING REQUIREMENTS.
8. ALL TECHNOLOGY LOCATED WITHIN AREAS OF WORK ARE TO BE REMOVED, SALVAGED AND TURNED OVER TO OWNER, UNLESS OTHERWISE NOTED.
9. THE OWNER RESERVES THE RIGHT(S) TO ANY REMOVED MATERIALS OR ITEMS.
10. "REMOVE" MEANS CONTRACTOR SHALL REMOVE FROM PROJECT SITE AND DISPOSE OF IN A LEGAL MANNER.
11. CARE SHALL BE TAKEN TO PROTECT ALL EXISTING SURFACES NOT SCHEDULED FOR DEMOLITION FROM DAMAGE THROUGHOUT THE CONSTRUCTION PROCESS. ALL AREAS AND SURFACES DAMAGED FROM DEMOLITION OR
CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED AT NO EXPENSE TO THE OWNER.
12. REFER TO REFLECTED CEILING PLAN FOR LIMITS EXTENTS FOR DEMOLITION OF EXISTING CEILINGS. NEW GRID TO TIE INTO EXISTING AND SHALL MATCH THE EXISTING CEILING HEIGHT TO REMAIN UNO. ADDITIONAL
DEMOLITION OF CEILINGS IS SHOWN ON SHEET AD101.
13. PROVIDE DUST-PROOF CONSTRUCTION BARRIERS TO SEPARATE AND SECURE THE CONSTRUCTION AREA FROM THE REMAINDER OF THE BUILDING. PROVIDE TEMPORARY FILTERS AT RETURN AIR DUCTWORK AS REQUIRED
TO MINIMIZE THE SPREAD OF DUST THROUGHOUT THE BUILDING.
INDICATES AREA OF
CONCRETE SLAB REMOVAL
10 25
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7136210080
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
MAIN FLOOR ENLARGED DEMOLITION PLAN - AREA C RESTROOMS1
AREA A
AREA B
AREA C
GENERAL NOTES
1. FIRST FLOOR REFERENCE ELEVATION ASSUME 100'-0"
2. CONTRACTORS SHALL VERIFY ALL EXISTING BUILDING
DIMENSIONS, PARTITION AND WALL LOCATIONS, AND FLOOR
ELEVATIONS IN THE FIELD AND NOTIFY THE ARCHITECT
REPRESENTATIVE OF ANY DISCREPANCIES BEFORE START OF
WORK. COORDINATE ALL WORK WITH EXISTING CONDITIONS.
3. DO NOT SCALE DRAWINGS. IF DIMENSIONS CANNOT BE
DETERMINED OR DOCUMENTS ARE IN CONFLICT, THE
CONTRACTOR SHALL OBTAIN CLASSIFICATION FROM THE
ARCHITECT PRIOR TO CONTINUATION OF WORK.
4. DIMENSIONS FOLLOWED BY ± SHOULD BE REVIEWED AND ALL
NECESSARY ADJUSTMENTS MADE PRIOR TO FABRICATION
AND/OR INSTALLATION OF AFFECTED WORK. NOTIFY
ARCHITECTS REPRESENTATIVE IF DISCREPANCIES ARISE
BEFORE PROCEEDING WITH WORK.
5. INSTALL CONTROL JOINTS IN GYPSUM BOARD AND METAL
STUD-FRAMED PARTITIONS, WALLS, CEILINGS, BULKHEADS,
FASCIA AND SOFFITS IN COMPLIANCE WITH SPECIFICATIONS,
AND WITH GENERAL REQUIREMENTS OF ASTM C840. PRIOR TO
COMMENCEMENT OF FRAMING INSTALLATION SUBMIT
COORDINATION DRAWINGS INDICATING PROPOSED LOCATIONS
OF ALL CONTROL JOINTS, AS SPECIFIED.
6. PROVIDE CONTROL JOINTS WHERE INTERIOR CMU (ON SLAB)
ABUTS EXTERIOR/INTERIOR MASONRY (ON FOUNDATIONS OR
FOOTINGS).
7. VERIFY QUANTITY, SIZE, AND LOCATION OF ALL FLOOR, ROOF,
AND WALL OPENINGS FOR MECHANICAL, ELECTRICAL, TECH
WORK WITH THE APPROPRIATE TRADE. PROVIDE ALL OPENINGS
SHOWN OR REQUIRED FOR THE COMPLETION OF WORK.
PROVIDE ALL LINTELS REQUIRED FOR THESE OPENINGS PER
SPECIFICATIONS.
8. REFER TO LIFE SAFETY DRAWINGS (G-SERIES) FOR LOCATIONS
AND EXTENTS OF RATED ASSEMBLIES, AS WELL AS FIRE
EXTINGUISHER LOCATIONS. IF PARTITION DESIGNATION
DISCREPANCY OCCURS BETWEEN THE CODE DRAWINGS AND
FLOOR PLANS, PROVIDE THE PARTITION TYPE INDICATED WITH
THE MOST STRINGENT REQUIREMENTS.
9. REFER TO STRUCTURAL DRAWINGS FOR ORIENTATION AND
SIZES OF ALL STRUCTURAL COLUMNS, BEAMS, LINTELS, ETC.
10. ALL MASONRY DIMENSIONS ARE NOMINAL, UNO.
11. ALL DIMENSIONS FROM FACE OF STUD, FACE OF CMU FOR NEW
WALL CONSTRUCTION AND FINISH FACE OF EXISTING
CONSTRUCTION UNLESS NOTED OTHERWISE.
12. ALL MILLWORK DIMENSIONS ARE TO THE FINISH FACE. THIS
INCLUDES ALL CASEWORK AND HALF WALLS.
13. PROVIDE WOOD BLOCKING WITHIN STUD WALLS FOR WALL
MOUNTED ITEMS i.e. GRAB BARS, TOWEL DISPENSERS, WALL
STOPS, OPERABLE PARTITION JAMBS, ETC.
14. EXISTING WALLS REPAIRED BY DEMOLITION OR CONSTRUCTION
ACTIVITIES SHALL BE PAINTED. PAINT ENTIRE WALL FROM
CORNER TO NEAREST ADJACENT BREAK.
15. REFER TO A-011 FOR PARTITION TYPES.
16. REFER TO A-602 FOR FINISH SCHEDULE.
17. REFER TO A-701 REFLECTED CEILING PLAN FOR ADDITIONAL
WORK AND COORDINATION.
KEY PLAN N.T.S.
MAIN FLOOR PLAN1
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7136210080
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424 HANCOCK STREET
F.E.
F.E.
F.E.
(E)F.E.C.
(E)F.E.C.
AREA A
GENERAL NOTES
KEY PLAN N.T.S.
SHEET KEYNOTES
1. REFER TO A-101 FOR GENERAL PLAN NOTES.
2. NOT ALL SHEET KEYNOTES LISTED APPLY TO THIS SHEET.
1. BREATHING HOLE, SEE DETAIL 10/S-501
2. CAST-IN-PLACE CONCRETE VAULT, REFER TO STRUCTURAL
DRAWINGS
3. VAULT SHELF ANGLE, REFER TO DETAIL 9/S-501
4. PLATOON STORAGE SHELVING, 48"W x 24"D x 96"H (SHOWN FOR
REFERENCE ONLY, N.I.C.)
5. WIRE MESH PARTITIONS; UP TO WITHIN 6" OF STEEL JOISTS WHERE
PERPENDICULAR TO JOISTS, UP TO WITHIN 6" OF DECK WHERE
PARALLEL TO JOISTS
6. (3) IN-FLOOR ANCHOR(S) SPACED AT 8'-0" OC, TYP; REFER TO
DETAIL 8/S-501
7. 36"W WIRE MESH PARTITION HINGED DOOR, BY MFR (1 TOTAL)
8. 48"W WIRE MESH PARTITION SLIDE DOOR, BY MFR (3 TOTAL)
9. 42"W WIRE MESH PARTITION HINGED DOOR, BY MFR (2 TOTAL)
10. NOT USED
11. NOT USED
12. NOT USED
13. 12" NOM MASONRY INFILL. TOOTH-IN TO EXISTING AND MATCH
EXISTING FINISH AND COURSING.
14. 6" NOM MASONRY INFILL. TOOTH-IN TO EXISTING AND MATCH
EXISTING FINISH AND COURSING.
15. PARTIAL MASONRY INFILL. TOOTH-IN TO EXISTING AND MATCH
EXISTING FINISH AND COURSING. VERIFY REQUIRED DIMENSIONS
IN FIELD FOLLOWING RECESSED EQUIPMENT REMOVAL.
16. 8" NOM MASONRY INFILL. INFILL WITH CMU AND PREPARE SURFACE
TO RECEIVE TILE FINISH. COORDINATE WITH ADDITIONAL WORK
THIS AREA. REF: MECHANICAL AND PLUMBING DRAWINGS.
17. (5) 15"X18"X48" ONE-TIER LOCKERS
18. (7) 15"X18"X60" ONE-TIER LOCKERS
19. (1) 15"x96" LOCKER BENCH
20. SOLID SURFACE BENCH; REF: DETAIL 1/A-541
21. SOLID SURFACE BENCH; REF: DETAIL 9/A-541
22. LINE OF CONCRETE SLAB INFILL. T/SLAB ELEVATION = 99'-10 3 4".
REF: STRUCTURAL FOR ADDITIONAL INFORMATION
23. LINE OF CONCRETE SLAB INFILL. T/SLAB ELEVATION = 100'-0". REF:
STRUCTURAL FOR ADDITIONAL INFORMATION
24. CONCRETE APRON. REF: A-300 SERIES AND STRUCTURAL S-500
SERIES DRAWINGS FOR ADDITIONAL INFORMATION
LEGEND
01 SHEET KEYNOTE
INDICATOR
W1
M6P WALL TYPE INDICATOR
(REFER TO A-011)
WINDOW / BORROWED LITE
INDICATOR (SEE A-600 SERIES)
DOOR INDICATOR
(REFER TO A-600 SERIES)101
SIGNAGE INDICATOR
(REFER TO A-800 SERIES)
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7136210080
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
SUPPLY ROOM ADDITION ENLARGED PLAN1
F.E.
(E)F.E.
(E)F.E.C.
SIM
RB-1/PT-5
RB
-1
/P T-
RB-1
PT-6
AREA B
GENERAL NOTES
KEY PLAN N.T.S.
SHEET KEYNOTES
1. REFER TO A-101 FOR GENERAL PLAN NOTES.
2. NOT ALL SHEET KEYNOTES LISTED APPLY TO THIS SHEET.
1. BREATHING HOLE, SEE DETAIL 10/S-501
2. CAST-IN-PLACE CONCRETE VAULT, REFER TO STRUCTURAL
DRAWINGS
3. VAULT SHELF ANGLE, REFER TO DETAIL 9/S-501
4. PLATOON STORAGE SHELVING, 48"W x 24"D x 96"H (SHOWN FOR
REFERENCE ONLY, N.I.C.)
5. WIRE MESH PARTITIONS; UP TO WITHIN 6" OF STEEL JOISTS WHERE
PERPENDICULAR TO JOISTS, UP TO WITHIN 6" OF DECK WHERE
PARALLEL TO JOISTS
6. (3) IN-FLOOR ANCHOR(S) SPACED AT 8'-0" OC, TYP; REFER TO
DETAIL 8/S-501
7. 36"W WIRE MESH PARTITION HINGED DOOR, BY MFR (1 TOTAL)
8. 48"W WIRE MESH PARTITION SLIDE DOOR, BY MFR (3 TOTAL)
9. 42"W WIRE MESH PARTITION HINGED DOOR, BY MFR (2 TOTAL)
10. NOT USED
11. NOT USED
12. NOT USED
13. 12" NOM MASONRY INFILL. TOOTH-IN TO EXISTING AND MATCH
EXISTING FINISH AND COURSING.
14. 6" NOM MASONRY INFILL. TOOTH-IN TO EXISTING AND MATCH
EXISTING FINISH AND COURSING.
15. PARTIAL MASONRY INFILL. TOOTH-IN TO EXISTING AND MATCH
EXISTING FINISH AND COURSING. VERIFY REQUIRED DIMENSIONS
IN FIELD FOLLOWING RECESSED EQUIPMENT REMOVAL.
16. 8" NOM MASONRY INFILL. INFILL WITH CMU AND PREPARE SURFACE
TO RECEIVE TILE FINISH. COORDINATE WITH ADDITIONAL WORK
THIS AREA. REF: MECHANICAL AND PLUMBING DRAWINGS.
17. (5) 15"X18"X48" ONE-TIER LOCKERS
18. (7) 15"X18"X60" ONE-TIER LOCKERS
19. (1) 15"x96" LOCKER BENCH
20. SOLID SURFACE BENCH; REF: DETAIL 1/A-541
21. SOLID SURFACE BENCH; REF: DETAIL 9/A-541
22. LINE OF CONCRETE SLAB INFILL. T/SLAB ELEVATION = 99'-10 3 4".
REF: STRUCTURAL FOR ADDITIONAL INFORMATION
23. LINE OF CONCRETE SLAB INFILL. T/SLAB ELEVATION = 100'-0". REF:
STRUCTURAL FOR ADDITIONAL INFORMATION
24. CONCRETE APRON. REF: A-300 SERIES AND STRUCTURAL S-500
SERIES DRAWINGS FOR ADDITIONAL INFORMATION
LEGEND
01 SHEET KEYNOTE
INDICATOR
W1
M6P WALL TYPE INDICATOR
(REFER TO A-011)
WINDOW / BORROWED LITE
INDICATOR (SEE A-600 SERIES)
DOOR INDICATOR
(REFER TO A-600 SERIES)101
SIGNAGE INDICATOR
(REFER TO A-800 SERIES)
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OHM PROJECT No.
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7136210080
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- A
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B
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
MAIN FLOOR ENLARGED PLAN - AREA B1
AL
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SIM
SIM
(E)F.E.C.
(E)F.E.
(E)F.E.
(E)F.E.
RB
-1
/P T-
RB-1/PT-4
UR
-A
UR
UR
AREA C
GENERAL NOTES
KEY PLAN N.T.S.
SHEET KEYNOTES
1. REFER TO A-101 FOR GENERAL PLAN NOTES.
2. NOT ALL SHEET KEYNOTES LISTED APPLY TO THIS SHEET.
1. BREATHING HOLE, SEE DETAIL 10/S-501
2. CAST-IN-PLACE CONCRETE VAULT, REFER TO STRUCTURAL
DRAWINGS
3. VAULT SHELF ANGLE, REFER TO DETAIL 9/S-501
4. PLATOON STORAGE SHELVING, 48"W x 24"D x 96"H (SHOWN FOR
REFERENCE ONLY, N.I.C.)
5. WIRE MESH PARTITIONS; UP TO WITHIN 6" OF STEEL JOISTS WHERE
PERPENDICULAR TO JOISTS, UP TO WITHIN 6" OF DECK WHERE
PARALLEL TO JOISTS
6. (3) IN-FLOOR ANCHOR(S) SPACED AT 8'-0" OC, TYP; REFER TO
DETAIL 8/S-501
7. 36"W WIRE MESH PARTITION HINGED DOOR, BY MFR (1 TOTAL)
8. 48"W WIRE MESH PARTITION SLIDE DOOR, BY MFR (3 TOTAL)
9. 42"W WIRE MESH PARTITION HINGED DOOR, BY MFR (2 TOTAL)
10. NOT USED
11. NOT USED
12. NOT USED
13. 12" NOM MASONRY INFILL. TOOTH-IN TO EXISTING AND MATCH
EXISTING FINISH AND COURSING.
14. 6" NOM MASONRY INFILL. TOOTH-IN TO EXISTING AND MATCH
EXISTING FINISH AND COURSING.
15. PARTIAL MASONRY INFILL. TOOTH-IN TO EXISTING AND MATCH
EXISTING FINISH AND COURSING. VERIFY REQUIRED DIMENSIONS
IN FIELD FOLLOWING RECESSED EQUIPMENT REMOVAL.
16. 8" NOM MASONRY INFILL. INFILL WITH CMU AND PREPARE SURFACE
TO RECEIVE TILE FINISH. COORDINATE WITH ADDITIONAL WORK
THIS AREA. REF: MECHANICAL AND PLUMBING DRAWINGS.
17. (5) 15"X18"X48" ONE-TIER LOCKERS
18. (7) 15"X18"X60" ONE-TIER LOCKERS
19. (1) 15"x96" LOCKER BENCH
20. SOLID SURFACE BENCH; REF: DETAIL 1/A-541
21. SOLID SURFACE BENCH; REF: DETAIL 9/A-541
22. LINE OF CONCRETE SLAB INFILL. T/SLAB ELEVATION = 99'-10 3 4".
REF: STRUCTURAL FOR ADDITIONAL INFORMATION
23. LINE OF CONCRETE SLAB INFILL. T/SLAB ELEVATION = 100'-0". REF:
STRUCTURAL FOR ADDITIONAL INFORMATION
24. CONCRETE APRON. REF: A-300 SERIES AND STRUCTURAL S-500
SERIES DRAWINGS FOR ADDITIONAL INFORMATION
LEGEND
01 SHEET KEYNOTE
INDICATOR
W1
M6P WALL TYPE INDICATOR
(REFER TO A-011)
WINDOW / BORROWED LITE
INDICATOR (SEE A-600 SERIES)
DOOR INDICATOR
(REFER TO A-600 SERIES)101
SIGNAGE INDICATOR
(REFER TO A-800 SERIES)
R
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OR
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7136210080
M
AI
N
FL
OO
R
EN
LA
RG
ED
P
LA
N
- A
RE
A
C
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
MAIN FLOOR ENLARGED PLAN - AREA C1
ROOF TYPE 1
ROOF TYPE 1
1/4
1/4
SRD
SRD
SRD
ERD
1/4
SIM SIM
SIM
EXISTING
EXISTING
ERV-5
RTU-6
ERV-4
ACC-1
RTU-7
RD-1
RD-1 RD-1
ACC-2
GENERAL NOTES
SHEET KEYNOTES
LEGEND
1. 2" EXPANSION JOINT
2. PROVIDE PARAPET EXTENSION AT FIRE WALL
3. PROVIDE 7" INSULATION TAPER
4. PROVIDE 9" INSULATION TAPER
1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS
AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK. NOTIFY
THE ARCHITECT AND CONSTRUCTION MANAGER OF ANY
DISCREPANCIES BEFORE STARTING WORK.
2. STANDARD ROOF DETAILS PARTICULAR TO THE ROOF
MANUFACTURER SHALL BE SUBMITTED FOR REVIEW BY
ARCHITECT FOR ALL ROOF RELATED ITEMS, INCLUDING PIPE
PENETRATIONS, MECHANICAL CURBS, LADDER CONNECTIONS
AND MISCELLANEOUS ITEMS.
ROOF DRAIN
SECONDARY ROOF DRAIN
ROOF SLOPE BY STRUCTURE
EXISTING ROOF DRAIN
INDICATES AREA OF TAPERED INSULATION
DOWN SPOUT
EXPANSION JOINT
DS
X :12
SRD
ERD
ROOF TYPE 1 - SLOPE CREATED BY STRUCTURE
- ROOF MEMBRANE, FULLY ADHERED
-TAPER INSULATION, WHERE INDICATED
- 5" MIN. RIGID BOARD INSULATION (ALTERNATE JOINTS)
- VAPOR BARRIER
- 1/2" SUBSTRATE BOARD
- METAL DECK (REFER TO STRUCTURAL)
EXISTING ROOF LADDER
ROOF TYPES
RD-1
ROOF SLOPE BY TAPER
(1/2" PER FOOT MINIMUM)
ROOF PLAN1
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M
OR
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7136210080
RO
OF
P
LA
N
424 HANCOCK STREET
77 8 8
110'-8"
GENERAL NOTES
SHEET KEYNOTES
1. COWS TONGUE; REFER TO PLUMBING
2. SPLIT-FACED CMU VENEER
3. BRICK VENEER
4. PRE-FINISHED METAL FASCIA
5. CONTROL JOINT - SPACED AT 25'-0" OC MAX, 5'-0" OFF ONE
EXTERIOR BUILDING CORNER
6. SPLASH BLOCK
7. SMOOTH FACED CMU VENEER
8. LIMESTONE SILL
9. SMOOTH FACED CMU VENEER @ FASCIA ONLY
10. REINSTALLED AI PHONE/CAMERA, REF: ELECTRICAL
1. FIRST FLOOR REFERENCE ELEVATION ASSUME 100'-0"
2. COORDINATE SIZE AND LOCATION OF ALL CONCRETE
HOUSEKEEPING PADS AND/OR EQUIPMENT SUPPORTS WITH
APPROPRIATE EQUIPMENT MANUFACTURER.
3. COORDINATE SIZE AND LOCATION OF ALL ACCESS PANELS WITH
TRADE REQUIRING THE SAME. ACCESS PANELS ARE SPECIFIED
ARCHITECTURALLY BUT ARE REQUIRED TO BE PROVIDED BY
EACH TRADE. ALL LOCATIONS MUST BE COORDINATED AND
APPROVED BY THE ARCHITECT'S FIELD REPRESENTATIVE.
4. CONTRACTORS SHALL VERIFY ALL EXISTING BUILDING
DIMENSIONS, PARTITION AND WALL LOCATIONS, AND FLOOR
ELEVATIONS IN THE FIELD AND NOTIFY THE ARCHITECT
REPRESENTATIVE OF ANY DISCREPANCIES BEFORE START OF
WORK. COORDINATE ALL WORK WITH EXISTING CONDITIONS.
5. DO NOT SCALE DRAWINGS. IF DIMENSIONS CANNOT BE
DETERMINED OR DOCUMENTS ARE IN CONFLICT, THE
CONTRACTOR SHALL OBTAIN CLASSIFICATION FROM THE
ARCHITECT PRIOR TO CONTINUATION OF WORK.
4 5 5 5
TYP
112'-10"
R
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A9
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AF
FA
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GL
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E
AR
M
OR
Y
7136210080
EX
TE
RI
OR
E
LE
VA
TI
ON
S
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH 906.482.0535 | F 906.482.6453
SOUTH ELEVATION - EAST1
SOUTH ELEVATION - WEST2
4 5
7 7 78 8 8
TYP
GENERAL NOTES
SHEET KEYNOTES
1. COWS TONGUE; REFER TO PLUMBING
2. SPLIT-FACED CMU VENEER
3. BRICK VENEER
4. PRE-FINISHED METAL FASCIA
5. CONTROL JOINT - SPACED AT 25'-0" OC MAX, 5'-0" OFF ONE
EXTERIOR BUILDING CORNER
6. SPLASH BLOCK
7. SMOOTH FACED CMU VENEER
8. LIMESTONE SILL
9. SMOOTH FACED CMU VENEER @ FASCIA ONLY
10. REINSTALLED AI PHONE/CAMERA, REF: ELECTRICAL
2. COORDINATE SIZE AND LOCATION OF ALL CONCRETE
HOUSEKEEPING PADS AND/OR EQUIPMENT SUPPORTS WITH
APPROPRIATE EQUIPMENT MANUFACTURER.
3. COORDINATE SIZE AND LOCATION OF ALL ACCESS PANELS WITH
TRADE REQUIRING THE SAME. ACCESS PANELS ARE SPECIFIED
ARCHITECTURALLY BUT ARE REQUIRED TO BE PROVIDED BY
EACH TRADE. ALL LOCATIONS MUST BE COORDINATED AND
APPROVED BY THE ARCHITECT'S FIELD REPRESENTATIVE.
4. CONTRACTORS SHALL VERIFY ALL EXISTING BUILDING
DIMENSIONS, PARTITION AND WALL LOCATIONS, AND FLOOR
ELEVATIONS IN THE FIELD AND NOTIFY THE ARCHITECT
REPRESENTATIVE OF ANY DISCREPANCIES BEFORE START OF
WORK. COORDINATE ALL WORK WITH EXISTING CONDITIONS.
5. DO NOT SCALE DRAWINGS. IF DIMENSIONS CANNOT BE
DETERMINED OR DOCUMENTS ARE IN CONFLICT, THE
CONTRACTOR SHALL OBTAIN CLASSIFICATION FROM THE
ARCHITECT PRIOR TO CONTINUATION OF WORK.
R
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A9
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AF
FA
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S
GL
AD
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ON
E
AR
M
OR
Y
7136210080
EX
TE
RI
OR
E
LE
VA
TI
ON
S
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH 906.482.0535 | F 906.482.6453
PARTIAL EAST ELEVATION1
PARTIAL WEST ELEVATION2
A-313
A-533
S-500
A-601
GENERAL NOTES
1. FIRST FLOOR REFERENCE ELEVATION ASSUME 100'-0"
2. COORDINATE SIZE AND LOCATION OF ALL CONCRETE
HOUSEKEEPING PADS AND/OR EQUIPMENT SUPPORTS WITH
APPROPRIATE EQUIPMENT MANUFACTURER.
3. COORDINATE SIZE AND LOCATION OF ALL ACCESS PANELS WITH
TRADE REQUIRING THE SAME. ACCESS PANELS ARE SPECIFIED
ARCHITECTURALLY BUT ARE REQUIRED TO BE PROVIDED BY
EACH TRADE. ALL LOCATIONS MUST BE COORDINATED AND
APPROVED BY THE ARCHITECT'S FIELD REPRESENTATIVE.
4. CONTRACTORS SHALL VERIFY ALL EXISTING BUILDING
DIMENSIONS, PARTITION AND WALL LOCATIONS, AND FLOOR
ELEVATIONS IN THE FIELD AND NOTIFY THE ARCHITECT
REPRESENTATIVE OF ANY DISCREPANCIES BEFORE START OF
WORK. COORDINATE ALL WORK WITH EXISTING CONDITIONS.
5. DO NOT SCALE DRAWINGS. IF DIMENSIONS CANNOT BE
DETERMINED OR DOCUMENTS ARE IN CONFLICT, THE
CONTRACTOR SHALL OBTAIN CLASSIFICATION FROM THE
ARCHITECT PRIOR TO CONTINUATION OF WORK.
6. REFERENCE STRUCTURAL DRAWINGS FOR ALL WALL, FLOOR
AND/OR FOUNDATION REINFORCEMENT AND ANCHORING; NOT
SHOWN FOR CLARITY.
SHEET KEYNOTES
1. WIRE MESH PARTITION ASSEMBLY; BY MFR
2. WIRE MESH PARTITION BOTTOM RAIL, SET 4" AFF
3. PARTITION BASE FLOOR SHOE, ANCHORED TO SLAB PER MFR
REQUIREMENTS
4. PARTITION VERTICAL FRAME WALL CLIP, ANCHOR FRAME TO
WALL PER MFR REQUIREMENTS
5. HORIZONTAL AND VERTICAL PARTITION FRAME & INTERMEDIATE
CLAMPS
6. PARTITION TOP CAPPING CHANNEL RAIL
7. LINE INDICATES SPACE DIVIDER PARTITION FRAME
8. CLOSURE PANEL AT JOISTS, TYPICAL AT EACH SPACE DIVIDER
PARTITION
A-313
SIM
A-531
A-011
OFFICE ADDITION SECTION1
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B
A9
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AR
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FA
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GL
AD
ST
ON
E
AR
M
OR
Y
7136210080
BU
IL
DI
NG
S
EC
TI
ON
S
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
BLDG SECTION AT CORRIDOR 1372
GENERAL NOTES
2. COORDINATE SIZE AND LOCATION OF ALL CONCRETE
HOUSEKEEPING PADS AND/OR EQUIPMENT SUPPORTS WITH
APPROPRIATE EQUIPMENT MANUFACTURER.
3. COORDINATE SIZE AND LOCATION OF ALL ACCESS PANELS WITH
TRADE REQUIRING THE SAME. ACCESS PANELS ARE SPECIFIED
ARCHITECTURALLY BUT ARE REQUIRED TO BE PROVIDED BY
EACH TRADE. ALL LOCATIONS MUST BE COORDINATED AND
APPROVED BY THE ARCHITECT'S FIELD REPRESENTATIVE.
4. CONTRACTORS SHALL VERIFY ALL EXISTING BUILDING
DIMENSIONS, PARTITION AND WALL LOCATIONS, AND FLOOR
ELEVATIONS IN THE FIELD AND NOTIFY THE ARCHITECT
REPRESENTATIVE OF ANY DISCREPANCIES BEFORE START OF
WORK. COORDINATE ALL WORK WITH EXISTING CONDITIONS.
5. DO NOT SCALE DRAWINGS. IF DIMENSIONS CANNOT BE
DETERMINED OR DOCUMENTS ARE IN CONFLICT, THE
CONTRACTOR SHALL OBTAIN CLASSIFICATION FROM THE
ARCHITECT PRIOR TO CONTINUATION OF WORK.
6. REFERENCE STRUCTURAL DRAWINGS FOR ALL WALL, FLOOR
AND/OR FOUNDATION REINFORCEMENT AND ANCHORING; NOT
SHOWN FOR CLARITY.
SHEET KEYNOTES
1. WIRE MESH PARTITION ASSEMBLY; BY MFR
2. WIRE MESH PARTITION BOTTOM RAIL, SET 4" AFF
3. PARTITION BASE FLOOR SHOE, ANCHORED TO SLAB PER MFR
REQUIREMENTS
4. PARTITION VERTICAL FRAME WALL CLIP, ANCHOR FRAME TO
WALL PER MFR REQUIREMENTS
5. HORIZONTAL AND VERTICAL PARTITION FRAME & INTERMEDIATE
CLAMPS
6. PARTITION TOP CAPPING CHANNEL RAIL
7. LINE INDICATES SPACE DIVIDER PARTITION FRAME
8. CLOSURE PANEL AT JOISTS, TYPICAL AT EACH SPACE DIVIDER
PARTITION
A-311
S-500
SIM
110'-0"
A-311
A-532
S-500
SIM
A-011
A-011
A-601
A-601
S-500
SIM
7 7 7 7
A-311
A-532
S-500
SIM
S-501
SIM
A-532
A-312
A-311
100'-0"
96'-0"
S-500
S-501
A-531
R
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A
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OHM PROJECT No.
1/1
.JB
B
A9
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A-
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A
RM
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Y (P
HA
SE
IV
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PA
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M
EN
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OF
M
IL
IT
AR
Y
V
ET
ER
AN
S
AF
FA
IR
S
GL
AD
ST
ON
E
AR
M
OR
Y
7136210080
BU
IL
DI
NG
S
EC
TI
ON
S
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH 906.482.0535 | F 906.482.6453
BLDG SECTION AT SUPPLY OFFICE 144B1BLDG SECTION AT SUPPLY CORRIDOR2
BLDG SECTION AT VAULT 1453
SUPPLY ROOM SECTION B4
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