511_17092.JBB_Architectural_Plans2.pdf
PDF 6 MB Posted
- Solicitation number
- RFQ 171 230000000067 4
- Issued by
- Clinton County, Galien Village, Michigan
About this file
This document is a set of architectural plans for the Renovate Armory (Phase IV) project at the Gladstone Armory located at 424 Hancock Street in Hancock, Michigan, prepared by OHM Advisors for the State of Michigan's Department of Technology, Management and Budget, State Facilities Administration, Design and Construction Division, in coordination with the Department of Military and Veterans Affairs. The plans document wall sections, interior elevations, finish schedules, door and window details, roof assemblies, and signage specifications for the renovation project. The architectural drawings are dated November 18, 2022, and are marked as preliminary construction documents. The project involves substantial interior and exterior modifications including new and existing wall assemblies, roof membrane systems, metal stud partitions, CMU (concrete masonry unit) construction, ceramic tile finishes in wet areas, flooring transitions, door frames and hardware schedules, window details with limestone sills, and accessible signage throughout multiple rooms including shower facilities, toilet areas, offices, classrooms, storage areas, and a drill hall.
The documents specify detailed construction materials and methods including 16-inch exterior cavity wall assemblies with 8-inch reinforced CMU backup, 3-inch rigid insulation, and split-face CMU veneer; fully-adhered roof membranes with tapered insulation; 2-hour fire-rated wall assemblies; and various interior finishes such as ceramic tile in bathrooms and shower areas, luxury vinyl tile flooring, rubber base trim, and painted gypsum board walls. The plans include comprehensive schedules for door frames and hardware, room finishes, flooring materials, window types, and ADA-compliant signage. Foundation work, structural reinforcement requirements, mechanical systems integration, and fire-resistive joint systems are referenced to structural and mechanical drawings. The project scope encompasses renovation of multiple functional spaces within the armory facility with attention to accessibility standards, fire safety ratings, and coordination between architectural, structural, and mechanical systems.
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GENERAL NOTES
SHEET KEYNOTES
1. STRUCTURAL FOUNDATION, REF: STRUCTURAL
2. CONCRETE SLAB-ON-GRADE, REF: STRUCTURAL
3. EXISTING CONCRETE SLAB TO REMAIN
4. 1/2" FIBER EXPANSION JOINT
5. EXISTING WALL ASSEMBLY TO REMAIN
6. 8" REINFORCED CMU, REF: STRUCTURAL FOR REINFORCEMENT
REQUIREMENTS
7. 8" CAST IN PLACE CONCRETE WALL, REF: STRUCTURAL
8. 16" EXTERIOR CAVITY WALL;
8" REINFORCED CMU, AIR SPACE, 3" RIGID INSULATION, VENEER,
REFER TO ELEVATIONS FOR TYPE. REF: STRUCTURAL FOR
REINFORCEMENT REQUIREMENTS.
9. NOT USED
10. NOT USED
11. EXISTING 6" CMU WALL TO REMAIN
12. 6" CMU WALL
13. (2) LAYERS 5/8" TYPE "X" GYP BD EACH SIDE ON 2-1/2" 25 GAUGE
METAL STUDS @ 24" OC (UL U419)
14. 3" RIGID INSULATION ADHERE TO EXISTING CMU
15. LINE OF CEILING ASSEMBLY. REF: A-701 FOR ADDITIONAL
INFORMATION
16. STEEL JOIST, REF: STRUCTURAL
17. LINE OF WIRE MESH PARTITION STRUCTURE
18. EXISTING ROOF STRUCTURE AND ASSEMBLY TO REMAIN
19. 'ROOF TYPE 1' ASSEMBLY. REF: A-111 FOR ADDITIONAL
INFORMATION
20. TIE NEW MEMBRANE INTO EXISTING ROOF MEMBRANE AS PER
MANUFACTURER REQUIREMENTS. COORDINATE W/ WARRANTY
OF EXISTING ROOFING SYSTEM.
21. UL HW-D-1125 AT TOP TRACK - ACCOMMODATE 3" DEFLECTION
22. UL HW-D-0218 AT BAR JOISTS PENETRATING 2 HOUR FIRE
BARRIER.
23. UL BW-S-008 REF: STRUCTURAL FOR SILL TRACK ATTACHMENT
TO MASONRY BELOW.
24. STEEL BEAM ON MASONRY COLUMN. REF: STRUCTURAL.
25. EXISTING CONCRETE VAULT TO REMAIN
26. NEW JOIST. REF: STRUCTURAL.
27. FIN TUBE HEATER. REF: MECHANICAL.
1. REFER TO A-301 FOR GENERAL SECTION NOTES.
2. NOT ALL SHEET KEYNOTES LISTED APPLY TO THIS SHEET.
100'-0"
118'-0"
114'-11"
97'-0"
96'-0"
A-532
S-503
116'-10 5/8"
SIM
100'-0"
118'-0"
114'-11"
97'-0"
96'-0"
A-532
A-534
116'-10 5/8"
107'-4"
109'-4"
100'-0"
118'-0"
114'-11"
97'-0"
96'-0"
S-503
A-532
S-501
116'-10 5/8"
SIM
100'-0"
VARIES
118'-0"
96'-0"
110'-0"
114'-0"
S-503
A-532
S-501
OPP
SIM
OPP
97'-0"
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7136210080
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH 906.482.0535 | F 906.482.6453
WALL SECTION1WALL SECTION2WALL SECTION3WALL SECTION4
FIN FLOOR
100'-0"
STL BRG
VARIES
T.O.M.
118'-0"
T/FTG
97'-0"
EX T.O.W.
114'-0"
EX T/FTG
96'-0"
A-532
A-534
T/OPNG
108'-0"
EX BRG
113'-6 5/8"
UL U904
UL U904
EXISTING
UL U904
FIN FLOOR
100'-0"
STL BRG
VARIES
T.O.M.
118'-0"
T/FTG
97'-0"
EX T.O.W.
114'-0"
S-503
A-532
EX T/FTG
96'-0"
SIM
OPP
UL U904
UL U904
EXISTING
UL U904
FIN FLOOR
100'-0"
T/FTG
96'-0"
STL BRG
113'-8"
T.O.M.
118'-0"
A-532
A-532
EX T.O.W.
118'-0"
EX T/FTG
96'-0"
FIN FLOOR
100'-0"
STL BRG
VARIES
T.O.M.
118'-0"
A-532
S-502
EX J/BRG
117'-4"
UL U904
UL U904
EXISTING
UL U904
GENERAL NOTES
SHEET KEYNOTES
1. STRUCTURAL FOUNDATION, REF: STRUCTURAL
2. CONCRETE SLAB-ON-GRADE, REF: STRUCTURAL
3. EXISTING CONCRETE SLAB TO REMAIN
4. 1/2" FIBER EXPANSION JOINT
5. EXISTING WALL ASSEMBLY TO REMAIN
6. 8" REINFORCED CMU, REF: STRUCTURAL FOR REINFORCEMENT
REQUIREMENTS
7. 8" CAST IN PLACE CONCRETE WALL, REF: STRUCTURAL
8. 16" EXTERIOR CAVITY WALL;
8" REINFORCED CMU, AIR SPACE, 3" RIGID INSULATION, VENEER,
REFER TO ELEVATIONS FOR TYPE. REF: STRUCTURAL FOR
REINFORCEMENT REQUIREMENTS.
9. NOT USED
10. NOT USED
11. EXISTING 6" CMU WALL TO REMAIN
12. 6" CMU WALL
13. (2) LAYERS 5/8" TYPE "X" GYP BD EACH SIDE ON 2-1/2" 25 GAUGE
METAL STUDS @ 24" OC (UL U419)
14. 3" RIGID INSULATION ADHERE TO EXISTING CMU
15. LINE OF CEILING ASSEMBLY. REF: A-701 FOR ADDITIONAL
INFORMATION
16. STEEL JOIST, REF: STRUCTURAL
17. LINE OF WIRE MESH PARTITION STRUCTURE
18. EXISTING ROOF STRUCTURE AND ASSEMBLY TO REMAIN
19. 'ROOF TYPE 1' ASSEMBLY. REF: A-111 FOR ADDITIONAL
INFORMATION
20. TIE NEW MEMBRANE INTO EXISTING ROOF MEMBRANE AS PER
MANUFACTURER REQUIREMENTS. COORDINATE W/ WARRANTY
OF EXISTING ROOFING SYSTEM.
21. UL HW-D-1125 AT TOP TRACK - ACCOMMODATE 3" DEFLECTION
22. UL HW-D-0218 AT BAR JOISTS PENETRATING 2 HOUR FIRE
BARRIER.
23. UL BW-S-008 REF: STRUCTURAL FOR SILL TRACK ATTACHMENT
TO MASONRY BELOW.
24. STEEL BEAM ON MASONRY COLUMN. REF: STRUCTURAL.
25. EXISTING CONCRETE VAULT TO REMAIN
26. NEW JOIST. REF: STRUCTURAL.
27. FIN TUBE HEATER. REF: MECHANICAL.
1. REFER TO A-301 FOR GENERAL SECTION NOTES.
2. NOT ALL SHEET KEYNOTES LISTED APPLY TO THIS SHEET.
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7136210080
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
WALL SECTION2WALL SECTION3WALL SECTION4 WALL SECTION1
FIN FLOOR
100'-0"
EX T.O.W.
112'-0"
STL BRG
112'-8 1/2"
T/FTG
97'-0"
EX T/FTG
96'-0"
S-503
A-533
T.O.M.
113'-4"
SIM
UL U904
EXISTING
UL U904
FIN FLOOR
100'-0"
EX T.O.M.
112'-0"
T/FTG
97'-0"
EX T/FTG
96'-0"
STL BRG
112'-8 1/2"
A-533
T.O.M.
113'-4"
A-601
T/OPG
109'-4"
25 UL U419
ELASTOMERIC EXP. JOINT
FIN FLOOR
100'-0"
T/FTG
96'-0"
STL BRG
112'-1"
T.O.M.
113'-4"
A-533
A-533
FIN FLOOR
100'-0"
T/FTG
96'-0"
STL BRG
112'-1"
T.O.M.
113'-4"
A-533
A-532
A-502
A-502
A-502
B/OPNG
103'-0"
T/OPNG
108'-8"
GENERAL NOTES
SHEET KEYNOTES
1. STRUCTURAL FOUNDATION, REF: STRUCTURAL
2. CONCRETE SLAB-ON-GRADE, REF: STRUCTURAL
3. EXISTING CONCRETE SLAB TO REMAIN
4. 1/2" FIBER EXPANSION JOINT
5. EXISTING WALL ASSEMBLY TO REMAIN
6. 8" REINFORCED CMU, REF: STRUCTURAL FOR REINFORCEMENT
REQUIREMENTS
7. 8" CAST IN PLACE CONCRETE WALL, REF: STRUCTURAL
8. 16" EXTERIOR CAVITY WALL;
8" REINFORCED CMU, AIR SPACE, 3" RIGID INSULATION, VENEER,
REFER TO ELEVATIONS FOR TYPE. REF: STRUCTURAL FOR
REINFORCEMENT REQUIREMENTS.
9. NOT USED
10. NOT USED
11. EXISTING 6" CMU WALL TO REMAIN
12. 6" CMU WALL
13. (2) LAYERS 5/8" TYPE "X" GYP BD EACH SIDE ON 2-1/2" 25 GAUGE
METAL STUDS @ 24" OC (UL U419)
14. 3" RIGID INSULATION ADHERE TO EXISTING CMU
15. LINE OF CEILING ASSEMBLY. REF: A-701 FOR ADDITIONAL
INFORMATION
16. STEEL JOIST, REF: STRUCTURAL
17. LINE OF WIRE MESH PARTITION STRUCTURE
18. EXISTING ROOF STRUCTURE AND ASSEMBLY TO REMAIN
19. 'ROOF TYPE 1' ASSEMBLY. REF: A-111 FOR ADDITIONAL
INFORMATION
20. TIE NEW MEMBRANE INTO EXISTING ROOF MEMBRANE AS PER
MANUFACTURER REQUIREMENTS. COORDINATE W/ WARRANTY
OF EXISTING ROOFING SYSTEM.
21. UL HW-D-1125 AT TOP TRACK - ACCOMMODATE 3" DEFLECTION
22. UL HW-D-0218 AT BAR JOISTS PENETRATING 2 HOUR FIRE
BARRIER.
23. UL BW-S-008 REF: STRUCTURAL FOR SILL TRACK ATTACHMENT
TO MASONRY BELOW.
24. STEEL BEAM ON MASONRY COLUMN. REF: STRUCTURAL.
25. EXISTING CONCRETE VAULT TO REMAIN
26. NEW JOIST. REF: STRUCTURAL.
27. FIN TUBE HEATER. REF: MECHANICAL.
1. REFER TO A-301 FOR GENERAL SECTION NOTES.
2. NOT ALL SHEET KEYNOTES LISTED APPLY TO THIS SHEET.
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7136210080
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
WALL SECTION2WALL SECTION3WALL SECTION4 WALL SECTION1
1. STRUCTURAL FOUNDATION, REF: STRUCTURAL
2. CONCRETE SLAB-ON-GRADE, REF: STRUCTURAL
3. EXISTING CONCRETE SLAB TO REMAIN
4. 1/2" FIBER EXPANSION JOINT
5. EXISTING WALL ASSEMBLY TO REMAIN
6. 8" REINFORCED CMU, REF: STRUCTURAL FOR REINFORCEMENT
REQUIREMENTS
7. 8" CAST IN PLACE CONCRETE WALL, REF: STRUCTURAL
8. 16" EXTERIOR CAVITY WALL;
8" REINFORCED CMU, AIR SPACE, 3" RIGID INSULATION, VENEER,
REFER TO ELEVATIONS FOR TYPE. REF: STRUCTURAL FOR
REINFORCEMENT REQUIREMENTS.
9. NOT USED
10. NOT USED
11. EXISTING 6" CMU WALL TO REMAIN
12. 6" CMU WALL
13. (2) LAYERS 5/8" TYPE "X" GYP BD EACH SIDE ON 2-1/2" 25 GAUGE
METAL STUDS @ 24" OC (UL U419)
14. 3" RIGID INSULATION ADHERE TO EXISTING CMU
15. LINE OF CEILING ASSEMBLY. REF: A-701 FOR ADDITIONAL
INFORMATION
16. STEEL JOIST, REF: STRUCTURAL
17. LINE OF WIRE MESH PARTITION STRUCTURE
18. EXISTING ROOF STRUCTURE AND ASSEMBLY TO REMAIN
19. 'ROOF TYPE 1' ASSEMBLY. REF: A-111 FOR ADDITIONAL
INFORMATION
20. TIE NEW MEMBRANE INTO EXISTING ROOF MEMBRANE AS PER
MANUFACTURER REQUIREMENTS. COORDINATE W/ WARRANTY
OF EXISTING ROOFING SYSTEM.
21. UL HW-D-1125 AT TOP TRACK - ACCOMMODATE 3" DEFLECTION
22. UL HW-D-0218 AT BAR JOISTS PENETRATING 2 HOUR FIRE
BARRIER.
23. UL BW-S-008 REF: STRUCTURAL FOR SILL TRACK ATTACHMENT
TO MASONRY BELOW.
24. STEEL BEAM ON MASONRY COLUMN. REF: STRUCTURAL.
25. EXISTING CONCRETE VAULT TO REMAIN
26. NEW JOIST. REF: STRUCTURAL.
27. FIN TUBE HEATER. REF: MECHANICAL.
1. REFER TO A-301 FOR GENERAL SECTION NOTES.
2. NOT ALL SHEET KEYNOTES LISTED APPLY TO THIS SHEET.
FIN FLOOR
100'-0"
EX T.O.M.
107'-9"
EX STL BRG
116'-10 5/8"
EX T.O.M.
118'-0"
S-502
S-502
T.O.M.
112'-5"
EXISTING UL U904
UL U904
UL U419
FIN FLOOR
100'-0"
T.O.M.
116'-8"
EX STL BRG
116'-10 5/8"
EX T.O.M.
118'-0"
S-502
T.O.M.
112'-8"
UL U419
UL U904
FIN FLOOR
100'-0"
EX STL BRG
116'-10 5/8"
EX T.O.M.
118'-0"
T.O.M.
110'-8"
11 BEYOND
EXISTING 8" CONC
2 HOUR PRESCRIPTIVE
FIRE RESISTANCE
EXISTING 6-1/2" CONC
2 HOUR PRESCRIPTIVE
FIRE RESISTANCE
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7136210080
W
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
WALL SECTION1WALL SECTION2WALL SECTION3
BCS
PTD SD
FIN. FLOOR
FIN. FLOOR
MR-1
SCD
GB-36
FIN. FLOOR
GB-18
GB-42
TPD
MR-2
FIN. FLOOR
PTD
SDSDSD
MR-2 MR-2 MR-2
SD
FIN. FLOOR
FIN. FLOOR
FIN. FLOOR
A-541
SIM
SCR TYP EA.
SHOWER
FIN. FLOOR
SHEET KEYNOTES
GENERAL NOTES
1. REFER TO TOILET ROOM ACCESSORIES SCHEDULE ON SHEET A-001
2. MOUNTING HEIGHTS PER LEGEND ON A-001 UNLESS NOTED OTHERWISE
1. PAINTED CMU
2. 6x12 BASE TILE CT-2
3. 6x24 TILE CT-1
4. PAINTED GYPSUM BOARD
5. 24" DEEP CABINET WITH SOLID SURFACE COUNTERTOP SS-1
6. INSULATE PIPE AND DRAIN
7. BRACKET BY VANITY MANUFACTURER
8. URINAL PARTITION
9. TOILET PARTITION
10. BUILT-IN BENCH
11. SHOWER PARTITION
12. LOCKERS
13. PRE-FABRICATED LOCKER BENCH
14. EXISTING POWER RECEPTACLE
15. EXISTING LIGHT FIXTURE TO REMAIN
16. RUBBER BASE RB-1
FIN. FLOOR
PTD
SD
FIN. FLOOR
MR-2 MR-2
FIN. FLOOR
SD SD
EXISTING
TOILET
PARTITIONS
EXISTING
WALL MOUNTED
TOILET
FIN. FLOOR
A-541
SIM
SCRTYP EA.
SHOWER
SIM
OPP
HAND
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IS
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N
OHM PROJECT No.
1/1
.JB
B
A9
/18
/20
A-
RE
NO
VA
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A
RM
OR
Y (P
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SE
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7136210080
IN
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OR
E
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VA
TI
ON
S
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH 906.482.0535 | F 906.482.6453
INTERIOR ELEVATION - FAMILY BATH1INTERIOR ELEVATION - FAMILY BATH2INTERIOR ELEVATION - FAMILY BATH3
INTERIOR ELEVATION - MENS TLT5INTERIOR ELEVATION - MENS TLT6
INTERIOR ELEVATION - MENS SHOWER7INTERIOR ELEVATION - MENS SHOWER8
INTERIOR ELEVATION - WOMENS SHOWER10INTERIOR ELEVATION - WOMENS SHOWER11
INTERIOR ELEVATION - LACTATION4
INTERIOR ELEVATION - WOMENS TLT9
INTERIOR ELEVATION - WOMENS SHOWER12
1. REFER TO A-101 FOR GENERAL PLAN NOTES.
2"
EX EXTERIOR CAVITY WALL
ASSEMBLY TO REMAIN
2" ELASTOMERIC
EXPANSION JOINT16" EXTERIOR CAVITY WALL ASSEMBLY:
4" SPLIT-FACE CMU
3" RIGID INSULATION
8" CMU BACKUP
HM DOOR FRAME; REF: A-601 FOR
ADDITIONAL INFORMATION
8" CMU WALL
1'- 4"
END DAM BELOW
3'-101 2"
EX PARTITION WALL TO REMAIN
METAL STUD PARTITION ASSEMBLY
AS INDICATED ON PLANS; PAINTED
REF: A-011 FOR ADDITIONAL INFORMATION
12" CMU INFILL, PAINT TO
MATCH ADJACENT SURFACES
EX CAVITY WALL ASSEMBLY TO REMAIN
ALIGN
AL
IG
N
8" CMU WALL
METAL STUD PARTITION ASSEMBLY AS
INDICATED ON PLANS,
REF: A-011 FOR ADDITIONAL INFORMATION
8" CMU WALL
CMU COLUMN,
REF: STRUCTURAL
EX CAVITY WALL
ASSEMBLY TO REMAIN
EX PARTITION WALL
TO REMAIN
5/8" GYPSUM WALLBOARD
ON 7/8" METAL FURRING CHANNELS
OVER CMU WALL; PROVIDE J-CHANNEL AND
SEALANT AT CORNER WRAP TERMINATION
HM DOOR FRAME, PAINTED.
REF: A-601 FOR ADDITIONAL
INFORMATION
HM DOOR FRAME, PAINTED.
REF: A-601 FOR ADDITIONAL INFORMATION
75 8" 2" 2"
5'-
1 4"
NOTE:
RELOCATE ALL SALVAGED POWER AND DATA OUTLETS
REMOVED DURING DEMOLITION WORK
2" ELASTOMERIC EXPANSION JOINT MATCHING FIRE
RESISTANCE RATING OF WALL - TYP EACH SIDE
3" VINYL CORNER GUARD
WITH RETAINER 9' HIGH -
COLOR TO MATCH WALL
4"
EX EXTERIOR CAVITY WALL
ASSEMBLY TO REMAIN
16" EXTERIOR CAVITY WALL ASSEMBLY:
4" SPLIT-FACE CMU
3" RIGID INSULATION
8" CMU BACKUP
3" RIGID INSULATION ON
FACE OF EX EXTERIOR
CAVITY WALL ASSEMBLY
1'-4"
2" ELASTOMERIC EXPANSION JOINT
END DAM BELOW
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IS
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OHM PROJECT No.
1/1
.JB
B
A9
/18
/20
A-
RE
NO
VA
TE
A
RM
OR
Y (P
HA
SE
IV
DE
PA
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M
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OF
M
IL
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V
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GL
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AR
M
OR
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7136210080
PL
AN
D
ET
AI
LS
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH 906.482.0535 | F 906.482.6453
PLAN DETAIL - AREA A1
PLAN DETAIL AT AREA B3
PLAN DETAIL - AREA A2
1. REFER TO A-301 FOR GENERAL SECTION AND DETAIL NOTES.
SEE PLUMBING FIXTURE SCHEDULE FOR
ROOF DRAIN, SUMP RECEPTOR,
UNDERDRAIN CLAMP ETC.
INSULATION TAPERED TO DRAIN/PAN
CLAMPING RING AND BEEHIVE
STRAINER W/ 4) HOLD-DOWN
CLAMPS (MINIMUM)
ROOF MEMBRANE EXTEND INTO DRAIN PAN
AND SET IN MASTIC PER MFG INSTALLATION
REQUIREMENTS
STL ROOF FRAMING ANGLES PER
LOOSE LINTEL & FRAMING NOTES
ON SHT S002
STANDARD ROOF DRAIN OVERFLOW ROOF DRAIN
OVERFLOW WATER DAM
COMPRESSION RING PER MFG
MTL ROOF DECKCIRCULAR CUTOUT
AS REQ'D AT METL
ROOF DECK FOR
DRAIN BODY
EX FACE BRICK WALL
RUN MEMBRANE VERT UP WALL
PER MFG MIN HEIGHT
ROOF MEMBRANE
ROOF STRUCTURE
AS INDICATED ON PLANS
AND DETAILS
SEALANT WASHER,
TERMINATION BAR & FASTENER
PER ROOFING MFR
CONTINUOUS HIGH GRADE
SEALANT PER ROOFING MFR
RIGID INSUL AS
INDICATED ON
PLANS & DETAILS
FLEXIBLE EXPANSION
JOINT WITH
COMPRESSIBLE
INSULATION
FLEXIBLE FOAM ROD
MET WALL PANEL ONE SIDE
FASTEN STUD IN DECK
& BLOCKING
RIPPED 2x4 WD BLOCKING AS REQ'D AT
WEB SPACE OF STL DECK
FASTEN DBL STUD
AT BOT CHORD L
OF JOIST
BOT CHORD OF STL JOIST
CAGE WALL TOP RAIL
ROOF ASSEMBLY AS INDICATED
ON PLANS & DETAILS
3 12" STL STUD @
16" oc
6" M
AX
CAGE DIVIDER WALL
FASTENERS:
1. SCREW THRU WD INTO STL DECK WEBS (SIDES) W/ #10 x 2.5" SCREWS @ 12" oc (EA SIDE)
2. FASTEN STEEL STUDS TO WD STUD W/ #10 x 1" SCREWS @ 12" oc (STAGGER SIDES)
3. FASTEN STEEL STUDS TO STL STUDS W/ (2) #10 x 1" @ 16" oc
4. FASTEN STL STUDS TO LH JOIST FLANGES W/ (2) #10 x 1" T&B
5. FASTEN STL WALL PANEL W/ #10 x 1" @ 12" oc (3 MIN VERTICALLY) TO MTL STUDS
OPENING L 4"x4"x5/16" FRAME OR AS
NOTED ON STRUCTURAL
ROOF TOP EQUIPMENT
PRE-FAB INSULATED CURB
FLASHING MEMBRANE
ADHERED TO CURB
" M
IN
ROOF ASSEMBLY AS INDICATED
ON PLANS & DETAILS
STAINLESS STEEL BAND
POSITIONED 1/4-INCH FROM THE
TOP OF THE STACK FLASHING
PREFABRICATED VENT STACK FLASHING
TYPICAL VENT PIPE
STAINLESS STEEL
CLAMPING BAND
" M
IN
ROOF ASSEMBLY AS INDICATED ON
PLANS & DETAILSRIGID INSULATION
OVER SUBSTRATE
METAL ROOF DECK
PIPE OR OTHER ROOF PENETRATION
CLAMPING RING
PREFABRICATED COVER ADHERE
TO ROOF MEMBRANE
FLASHING
ROOF MEMBRANE
FLASHING AND ROOFING PER
MFR RECOMMENDATIONS
FLASHING AND ROOFING PER
MANUFACTURERS
RECOMMENDATIONS
EQUIPMENT SUPPORT VERIFY W/
SUPPLIER
24 GA. COUNTERFLASHING
FLASHING
ROOF MEMBRANE
NOTE:
LENGTH OF CURB TO BE AS
REQUIRED TO FIT EQUIPMENT
PLUS 6" MIN EACH END. SUPPORT
ON TWO JOISTS MINIMUM.
3 2x12 PT RAIL
ROOFING SYSTEM
MET ROOF DECK
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OHM PROJECT No.
1/1
.JB
B
A9
/18
/20
A-
RE
NO
VA
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A
RM
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HA
SE
IV
DE
PA
RT
M
EN
T
OF
M
IL
IT
AR
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V
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AN
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AF
FA
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S
GL
AD
ST
ON
E
AR
M
OR
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7136210080
SE
CT
IO
N
DE
TA
IL
S
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH 906.482.0535 | F 906.482.6453
DETAIL AT ROOF DRAIN7 DETAIL AT ROOF6
DETAIL AT WIRE MESH PARTITIONS5
TYPICAL EQUIPMENT CURB1TYPICAL VENT PIPE DETAIL2TYPICAL VENT PIPE FLASHING3TYPICAL EQUIPMENT SUPPORT4
T.O.M.
118'-0"
STL BRG
114'-11"
EX STL BRG
116'-10 5/8"
EX CAVITY WALL
ASSEMBLY TO REMAIN
FULLY-ADHERED ROOF
MEMBRANE
5" MIN. RIGID INSULATION
VAPOR BARRIER
1/2" SUBSTRATE BOARD
METAL DECK
STEEL JOISTS
REFER TO STRUCTURAL
FOR SUPPORT AT WALL
2" RIGID INSULATION
(2)PT 2x10 PLATES w/ 3/4"Ø x 5" ABs w/ 2"Ø PL WASHERS (ALL ZINC PLATED)
@ 48" OC & 8" EW FROM CORNER
6" TYPICAL SEAM AREA
SMOOTH-BACK MEMBRANE ONLY
MINERAL WOOL
BACKER ROD 1-1/2 TIMES OPENING
EX ROOF ASSEMBLY
TO REMAIN
INSULATION PLATE & FASTENERS
HEAT-WELDED LAP
FASTENERS AND PLATES 12" OC
TAPERED-EDGE INSULATION
1/2" PLYWOOD SHEATHING TOP & BOTTOM
EXISTING
BUILDING BEYOND
NEW
CONSTRUCTION
2-HOUR RATED CMU
WALL ASSEMBLY (U904):
T.O.W.
118'-0"
STL BRG
114'-11"
EX STL BRG
116'-10 5/8"
EX CAVITY WALL
ASSEMBLY TO REMAIN
FULLY-ADHERED ROOF
MEMBRANE
5" MIN. RIGID INSULATION
VAPOR BARRIER
1/2" SUBSTRATE BOARD
METAL DECK
STEEL JOISTS
REFER TO STRUCTURAL
FOR SUPPORT AT WALL
2" RIGID INSULATION
6" TYPICAL SEAM AREA
SMOOTH-BACK MEMBRANE ONLY
MINERAL WOOL
BACKER ROD 1-1/2 TIMES OPENING
EX ROOF ASSEMBLY
TO REMAIN
INSULATION PLATE & FASTENERS
HEAT-WELDED LAP
FASTENERS AND PLATES 12" OC
TAPERED-EDGE INSULATION
8" CONCRETE WALL
1/2" PLYWOOD SHEATHING TOP & BOTTOM
(2)PT 2x10 PLATES w/ 3/4"Ø x 5" ABs w/ 2"Ø PL WASHERS (ALL ZINC PLATED)
@ 48" OC & 8" EW FROM CORNER
EXISTING
BUILDING BEYOND
NEW
CONSTRUCTION
STL BRG
VARIES
T.O.W.
118'-0"
EX T.O.W.
114'-0"
FULLY-ADHERED ROOF
MEMBRANE
5" MIN. RIGID INSULATION
VAPOR BARRIER
1/2" SUBSTRATE BOARD
METAL DECK
REFER TO STRUCTURAL
FOR SUPPORT AT WALL
2" RIGID INSULATION
1/2" PLYWOOD SHEATHING
TOP & BOTTOM
ROOF MEMBRANE
8" CONCRETE WALL
(2)PT 2x10 PLATES w/ 3/4"Ø x 5" ABs w/ 2"Ø PL WASHERS (ALL ZINC PLATED)
@ 48" OC & 8" EW FROM CORNER
EXISTING
BUILDING BEYOND
NEW
CONSTRUCTION
REMOVE PT 2x PLATES, FASCIA & SINGLE COURSE
BRICK DOWN TO EXTERIOR
CAVITY WALL CMU BACKING
1/2" PLYWOOD SHEATHING
(2) PT 2x6 PLATES w/ 3/4"Ø x 5" ABs w/ 2"Ø PL WASHERS
(ALL ZINC PLATED)
@ 48" OC & 8" EW
FROM CORNER
EXPANSION JOINT
2-HOUR RATED CMU
WALL ASSEMBLY (U904):
WRAP MEMBRANE
ALONG KICKER AND
UP STUD ASSEMBLY
STL BRG
113'-8"
T.O.M.
118'-0"
1'-4"
FULLY-ADHERED
ROOF MEMBRANE
5" MIN. RIGID INSULATION
VAPOR BARRIER
1/2" SUBSTRATE BOARD
METAL DECK
REFER TO STRUCTURAL
FOR SUPPORT AT WALL
2" RIGID INSULATION
TAPERED INSULATION
WHERE INDICATED
(2) PRESSURE-TREATED 2x NAILERS w/ 3/4"Ø x 5" ABs w/ 2"Ø PL WASHERS (ALL
ZINC PLATED) @ 48" OC &
8" EW FROM CORNER
1/2" PLYWOOD SHEATHING
TOP & BOTTOM
3" RIGID INSULATION
PRE-FINISHED MTL
FASCIA
SEALANT
1/2" JOINT WITH
COMPRESSIBLE FILLER
SMOOTH-FACE CMU
FIN FLOOR
100'-0"
CONCRETE SOG w/
1/2" EXPANSION JOINT
DAMPPROOFING
FILL JOINTS SOLID BELOW
FLASHING
WEEPS @ 32" MAX OC
DRAINAGE MESH
HORIZ. JOINT REINF. @ 16" O.C.
w/ ADJUSTABLE VENEER ANCHORS
CONTINUOUS TERMINATION
BAR w/ SEALANT
1'-4"
8"35 8"
MEMBRANE FLASHING
SPLIT-FACE CMU VENEER
3" RIGID INSULATION
STAINLESS STEEL
FLASHING w/ HEMMED
EDGE TO BE
CONTINUOUSLY VISIBLE
3" RIGID INSULATION
(R-15 MIN)
REFER TO STRUCTURAL
8" REINFORCED CMU,
GROUT SOLID;
REF: STRUCTURAL FOR
REINFORCEMENT
REQUIREMENTS
8" REINFORCED CMU,
REF: STRUCTURAL FOR
REINFORCEMENT
REQUIREMENTS
3" RIGID INSULATION
(R-15 MIN.)
VAPOR BARRIER,
TURN UP AT ENDS;
TAPE/SEAL TO CMU
COMPACTED
GRANULAR FILL
EX T.O.W.
118'-0"
T.O.M.
118'-0"
EX J/BRG
117'-4"
EX CAVITY WALL
ASSEMBLY TO REMAINFULLY-ADHERED ROOF
MEMBRANE
5" MIN. RIGID INSULATION
VAPOR BARRIER
1/2" SUBSTRATE
BOARD
METAL DECK
REFER TO STRUCTURAL
FOR SUPPORT AT WALL
2" RIGID INSULATION
6" TYPICAL SEAM AREA
SMOOTH-BACK MEMBRANE ONLY
MINERAL WOOL
BACKER ROD 1-1/2 TIMES OPENING
EX ROOF ASSEMBLY TO REMAIN
INSULATION PLATE & FASTENERS
HEAT-WELDED LAP
FASTENERS AND PLATES 12" OC
TAPERED-EDGE INSULATION
(2)PT 2x10 PLATES w/ 3/4"Ø x 5" ABs w/
2"Ø PL WASHERS (ALL ZINC PLATED)
@ 48" OC & 8" EW FROM CORNER.
FASTEN INTO EX. PLATE. MATCH
ADJACENT NEW PARAPET ELEVATION
3" RIGID INSULATION
8"
1/2" PLYWOOD SHEATHING TOP & BOTTOM ROOF MEMBRANE, LAP OVER
EXISTING
(2)PT 2x10 PLATES w/ 3/4"Ø x 5" ABs w/ 2"Ø PL WASHERS (ALL ZINC PLATED)
@ 48" OC & 8" EW FROM CORNER
EXISTING
BUILDING BEYOND
NEW
CONSTRUCTION
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A N
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A M
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D M
IN
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TR
A
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N D
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N A
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C O
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ST
R U
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TI
O N
D
IV
IS
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N
OHM PROJECT No.
1/1
.JB
B
A9
/18
/20
A-
RE
NO
VA
TE
A
RM
OR
Y (P
HA
SE
IV
DE
PA
RT
M
EN
T
OF
M
IL
IT
AR
Y
V
ET
ER
AN
S
AF
FA
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S
GL
AD
ST
ON
E
AR
M
OR
Y
7136210080
SE
CT
IO
N
DE
TA
IL
S
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH 906.482.0535 | F 906.482.6453
DETAIL AT PARAPET4
DETAIL AT PARAPET1DETAIL AT PARAPET2DETAIL AT WALL BASE3
DETAIL AT PARAPET5
DETAIL AT PARAPET6
EX T.O.W.
112'-0"
STL BRG
112'-8 1/2"
T.O.M.
113'-4"
EXISTING
BUILDING BEYOND
NEW
CONSTRUCTION
EX CAVITY WALL
ASSEMBLY TO REMAIN
EX ROOF ASSEMBLY TO REMAIN
EPDM FLEXIBLE BELLOWS w/
METAL FLANGES
FASTEN @ 8" OC,
START 1" FROM ENDS, TYP.
WRAP MEMBRANE OVER PARAPET,
EXTEND DOWN EXPANSION JOINT
NAIL @ 4" OC,
START 1" FROM ENDS, TYP.
MEMBRANE
FULLY-ADHERED ROOF
MEMBRANE
5" MIN. RIGID INSULATION
VAPOR BARRIER
1/2" SUBSTRATE
BOARD
METAL DECK
REFER TO STRUCTURAL
FOR SUPPORT AT WALL
3" RIGID INSULATION
STL BRG
112'-1"
T.O.M.
113'-4"
1'-4"
(2) PRESSURE-TREATED 2x NAILERS w/ 3/4"Ø x 5" ABs w/ 2"Ø PL WASHERS (ALL
ZINC PLATED) @ 48" OC &
8" EW FROM CORNER
1/2" PLYWOOD SHEATHING
TOP & BOTTOM
3" RIGID INSULATION
SEALANT
PRE-FINISHED MTL
FASCIA
1/2" JOINT WITH
COMPRESSIBLE FILLER1'-
01 2"
FIN FLOOR
100'-0"
3" RIGID INSULATION
(R-15 MIN)
REFER TO STRUCTURAL
8" REINFORCED CMU,
GROUT SOLID;
REF: STRUCTURAL FOR
REINFORCEMENT
REQUIREMENTS
CONCRETE SOG w/
1/2" EXPANSION JOINT
DAMPPROOFING
FILL JOINTS SOLID BELOW
FLASHING
HORIZ. JOINT REINF. @ 16" O.C.
w/ ADJUSTABLE VENEER ANCHORS
1'-4"
8"35 8"
BRICK VENEER
3" RIGID INSULATION
8" REINFORCED CMU,
REF: STRUCTURAL FOR
REINFORCEMENT
REQUIREMENTS
3" RIGID INSULATION
(R-15 MIN.)
VAPOR BARRIER,
TURN UP AT ENDS;
TAPE/SEAL TO CMU
COMPACTED
GRANULAR FILL
WEEPS @ 32" MAX OC
DRAINAGE MESH
CONTINUOUS TERMINATION
BAR w/ SEALANT
MEMBRANE FLASHING
STAINLESS STEEL
FLASHING w/ HEMMED
EDGE TO BE
CONTINUOUSLY VISIBLE
FIN TUBE HEATER, REF:
MECHANICAL
STL BRG
112'-1"
T.O.M.
113'-4"
1'-4"
(2) PRESSURE-TREATED 2x NAILERS w/ 3/4"Ø x 5" ABs w/ 2"Ø PL WASHERS (ALL
ZINC PLATED) @ 48" OC &
8" EW FROM CORNER
1/2" PLYWOOD SHEATHING
TOP & BOTTOM
3" RIGID INSULATION
SEALANT
SMOOTH-FACE CMU
VENEER (2) COURSES
HIGH
SINGLE BRICK UNIT
PRE-FINISHED MTL
FASCIA
1/2" JOINT WITH
COMPRESSIBLE FILLER
HORIZ. JOINT REINF. @ 16" O.C.
w/ ADJUSTABLE VENEER ANCHORS
2" RIGID INSULATION
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7136210080
SE
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IO
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DE
TA
ILS
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH 906.482.0535 | F 906.482.6453
DETAIL AT BASE1DETAIL AT PARAPET2DETAIL AT PARAPET3
DETAIL AT PARAPET4
8'- 0"
M.
O.
75 8" 23 8"
75 8" 23 8"
1'-10"
8" 23 8"
EX CAVITY WALL
ASSEMBLY TO REMAIN
EX PARTITION
ASSEMBLY TO REMAIN8" REINFORCED CMU,
REF: STRUCTURAL FOR
REINFORCEMENT
REQUIREMENTS
8" REINFORCED CMU,
REF: STRUCTURAL FOR
REINFORCEMENT
REQUIREMENTS
COILING DOOR FRAME
REF: A-601 SERIES FOR
ADDITIONAL INFORMATION
EX CAVITY WALL
ASSEMBLY TO REMAIN
FIRE RESISTIVE JOINT
SYSTEM - BOTH SIDES
FIRE RESISTIVE JOINT
SYSTEM BOTH SIDES
2" 75 8" 5'-4"M.O. 75
8" 2"
1'-
2"
EX CAVITY WALL
ASSEMBLY TO REMAIN
8" CAST IN PLACE
CONCRETE WALL,
REF: STRUCTURAL
8" REINFORCED CMU,
REF: STRUCTURAL FOR
REINFORCEMENT
REQUIREMENTS
8" REINFORCED CMU,
REF: STRUCTURAL FOR
REINFORCEMENT
REQUIREMENTS
HM FRAME, GROUT SOLID
REF: A-601 SERIES FOR
ADDITIONAL INFORMATION
FIRE RESISTIVE JOINT
SYSTEM - BOTH SIDES FIRE RESISTIVE JOINT
SYSTEM - BOTH SIDES
T/OPNG
107'-4"
T/CMU
109'-4"
1'-10"
EX CAVITY WALL
ASSEMBLY TO REMAIN
12" CMU,
SEE STRUCTURAL
8" CMU,
SEE STRUCTURAL
PRECAST OR CIP
CONCRETE COVER SLAB,
SEE STRUCTURAL
SHIM & CONT. SEALANT
BOTH SIDES
HM DOOR FRAME,
GROUT SOLID
- PAINTED
3/8" FIRE RESISTIVE
JOINT SYSTEM
3/8" FIRE RESISTIVE JOINT
SYSTEM T/OPNG
108'-0"
T.O.M.
110'-0"
8"
EX CAVITY WALL
ASSEMBLY TO REMAIN
12" CMU,
SEE STRUCTURAL
8" CMU,
SEE STRUCTURAL
PRECAST OR
CIP CONCRETE
COVER SLAB,
SEE STRUCTURAL
COILING ROLL-UP DOOR
SIDE GUIDERAILS
w/ WEATHERSTRIP
1'-10"
COILING ROLL-UP DOOR
3/8" FIRE RESISTIVE
JOINT SYSTEM
3/8" FIRE RESISTIVE
JOINT SYSTEM
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424 HANCOCK STREET
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PH 906.482.0535 | F 906.482.6453
DETAIL AT PORTAL FRAME3DETAIL AT PORTAL FRAME4
PLAN DETAIL AT PORTAL FRAME2 PLAN DETAIL AT PORTAL FRAME1
3'-2"
3'-0"
2'-93 4"
SHOWER
CLEAR
DIM
7'- 0"
8'-
21 2" 6'-
31 2"
DO
OR
PA
NE
L
6"
SHOWER FLANGE
ONE PIECE SHOWER UNIT
(8 '-8
W
OM
EN
'S
SH
OW
ER
S)
1'- 6"
4'- 6"
SIM
OPEN TO BEYOND
PARTITION BRACE, PROVIDE
METAL STUD OR FRT WOOD
BLOCKING IN CEILING TO
ANCHOR
SHOWER CURTAIN
AND ROD
SET SHOWER PAN IN PLASTER/GROUT
PER MANUFACTURER REQUIREMENTS
TILE - SEE SCHEDULE
A-541
1'-6" 1'-01 2"
1'- 61 2"
4" 4'-
0"
5'-
1/2" SOLID SURFACE
1/2" PLYWOOD, PT
CT BASE - SEE
SCHED
2'- 93 4"
3'- 0"
EQ 2'-6" EQ.
TILE ON 1/2" CEMENT
BOARD ON
6" GALVANIZED METAL
STUDS @ 16" OC MAX
1'- 6"
1'- 6"
3'-67 16"
3'- 4"
5" 2'-
ROBE HOOKS
1'- 0"
1'- 0"
BULLNOSE END CAP
PARTITION PILASTER
A-541
A-541
TILE ON 1/2"
CEMENT BOARD
PAINTED GYPSUM
BOARD
METAL TRIM
TILE ON 1/2"
CEMENT BOARD
ONE-PIECE
SHOWER UNIT
SEALANT
NAILING FLANGE
BULLNOSE END CAP
5"
1 2" 1 2"
TILE ON 1/2"
CEMENT BOARD
6" METAL STUD
PARTITION
PARTITION PILASTER
NON-SAG HIGH PERFORMANCE
THINSET AS RECOMMENDED BY
MANUFACTURER FOR APPLICATION
ONE-PIECE SHOWER UNIT
PROVIDE MULTI-PURPOSE PRIMER OVER
GLAZED CERAMIC TILE AS RECOMMENDED BY
THINSET MANUFACTURER
SEALANT
NAILING FLANGE
1'- 61 2"
1/2" SOLID SURFACE
1/2" PLYWOOD, PT
WOOD BLOCKING, PT
SECURE TO WALL
CT BASE - SEE SCHED
ALIGN
SEALANT
8" GYP BOARD
8" MET STUDS 16"oc
RE
F:
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PL
AN SUSP AC CEILING
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B
A9
/18
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RE
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TE
A
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OR
Y (P
HA
SE
IV
DE
PA
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AR
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OR
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7136210080
IN
TE
RI
OR
D
ET
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LS
424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH 906.482.0535 | F 906.482.6453
DETAIL AT LOCKER1SHOWER ELEVATION - FRONT2SHOWER ELEVATION - TYPICAL SIDES3ENLARGED SHOWER PLAN4
DETAIL5DETAIL6DETAIL7DETAIL8
DETAIL AT SHOWER BENCH9DETAIL AT SOFFIT10
DOOR, FRAME & HARDWARE SCHEDULE
DO
OR
N
UM
BE
R
SIZE NO
. O
F
LE
AF
S
TY
PE
MA
TE
RI
AL
FI
NI
SH
DOOR
TY
PE
MA
TE
RI
AL
FI
NI
SH
HE
AD
JA
MB
SI
LL
DETAIL
FRAME
GL
AZ
IN
G
TY
PE
FI
RE
R
AT
IN
G
(M
IN
HA
RD
W
AR
E
SE
T
REMARKS
103.1 104.1 109.1 110.1 111.1 113.1 119.1 121.1 128.1 134.1 134.2 137.1 137.2 138.1 139.1 140.1 141.1 142.1 144.1 144.2
144G.1 144G.2 145.1 146.1 175.1
3'-0" x 7'-2" 3'-0" x 7'-2" 3'-0" x 7'-2" 3'-0" x 7'-2" 3'-0" x 7'-2" 3'-0" x 7'-2" 3'-0" x 7'-2" 3'-0" x 7'-2" 3'-0" x 7'-2" 4'-0" x 7'-2" 8'-0" x 8'-0" 3'-0" x 7'-2" 3'-0" x 7'-2" 3'-0" x 7'-2" 3'-0" x 7'-2" 3'-0" x 7'-2" 3'-0" x 7'-2" 3'-0" x 7'-2" 5'-0" x 7'-2" 3'-0" x 7'-2" 3'-0" x 7'-2" 3'-0" x 7'-2" 3'-8" x 6'-8" 3'-0" x 7'-2" 3'-0" x 7'-2"
F F
HG
F F F N F N N O
HG
N
HG
HG
HG
HG
HG
F F F F V F F
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
AL
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
STL
HM
HM
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PF
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PTD
F1 F1 F1 F1 F1 F1 F1 F1 F1 F1
F1 F1 F1 F1 F1 F1 F1 F2 F1 F1 F1 F3 F1 F1
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
AL
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
STL
HM
HM
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PF
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PTD
PTD
12/A-601 12/A-601
12/A-601 12/A-601 12/A-601 12/A-601 8/A-601
12/A-601 12/A-601 3/A-533 7/A-601 9/A-601 9/A-601 9/A-601 9/A-601 9/A-601 9/A-601 4/A-533 8/A-601 6/A-601 8/A-601
10/A-601 6/A-601
12/A-601
11/A-601 11/A-601 15/A-501 11/A-601 11/A-601 11/A-601 11/A-601 3/A-601
11/A-601 11/A-601 1/A-533 2/A-601 4/A-601 4/A-601 4/A-601 4/A-601 4/A-601 4/A-601 2/A-533 3/A-601 1/A-601 3/A-601 5/A-601 1/A-601
11/A-601
16/A-601
14/A-601
10/A-601 14/A-601
N/A N/A
GL-3
N/A N/A N/A
GL-3
N/A
GL-3
GL-1
N/A
GL-2
GL-3
GL-3
GL-3
GL-3
GL-3
GL-1
N/A N/A N/A N/A N/A N/A N/A
COORDINATE UNDERCUT WITH NEW FLOOR INSTALL
COORDINATE UNDERCUT WITH NEW FLOOR INSTALL
LAMINATED SAFETY GLASS
VAULT DOOR
F1
2"
SE
E
SC
HE
DU
LE
SEE
SCHEDULE
DOOR FRAME TYPES
2" 2"
2"
SE
E
SC
HE
DU
LE
F3
2" 2"
F2 F HG N
4" x 24" LITE @ 60 MIN OR
GREATER DOORS
8"8"
8"
8" 8"
DOOR TYPES
O
ROLLING FIRE DOOR
SE
E
SC
HE
DU
LE
SEE SCHEDULE
SE
E
SC
HE
DU
LE
SEE
SCHEDULE
3 1 5/1
6"
3 15/16" 3 15/16"
SEE
SCHEDULE
V
3/8
INTERIOR
CONTINUOUS SEALANT
ALL SIDES (TYP)
CMU LINTEL;
REF: STRUCTURAL FOR
REINFORCING & ADDITIONAL
INFORMATION
PROVIDE BULLNOSE EDGE
16" EXTERIOR CAVITY WALL:
8" REINFORCED CMU, AIR SPACE,
3" RIGID INSULATION, VENEER;
REFER TO ELEVATIONS FOR TYPE.
REF: STRUCTURAL FOR REINFORCEMENT
REQUIREMENTS
L5 x 3-1/2 x 5/16 GALV. STEEL ANGLE, PAINT TO MATCH HM FRAMES
REF: STRUCTURAL
HEMMED DRIP EDGE
FILL w/ MINERAL WOOL
INSULATION, TIGHT TO LINTEL
2x6 FIRE RETARDANT TREATED WOOD NAILER w/ ANCHOR
CONTINUOUS TERMINATION BAR
w/ SEALANT
INSTALL WEEPS IN MORTAR
JOINTS @ 24" OC MAX
MEMBRANE FLASHING
STAINLESS STEEL
2-PIECE FLASHING
HM DOOR & FRAME, PAINTED
3/4
2"
EXTERIOR
2"
SE
E
PL
AN
GYP BD ON METAL STUD
PARTITION, SEE PLAN
DOUBLE STUD AT JAMB
CONTINUOUS SEALANT,
ALL SIDES (TYP) JAMB ANCHOR
DOOR, VERIFY SWING
H.M. FRAME, PAINTED
22 GA MINIMUM METAL
TRACK @ FLOOR
2"
53 4" 3 8"
H.M. FRAME, PAINTED w/
'T' JAMB ANCHOR
CMU WALL, PROVIDE
BULLNOSE CORNER
DOOR
VERIFY SWING
GROUT CORES FULL
REINF W/ #5 REBAR
CORRIDOR
INTERIOR ROOM
SHIM AND CAULK BOTH
SIDES
2"
CMU LINTEL
(SEE STRUCTURAL)
SHIM & CAULK
BOTH SIDES
DOOR
VERIFY SWING
H.M. FRAME, PAINTED
CORRIDORINTERIOR ROOM
3 8"
4"
PROVIDE BULLNOSE
EDGE
3/8"
SEE PLAN
GYP BD ON METAL STUD
PARTITION, SEE PLAN
CONTINUOUS SEALANT,
ALL SIDES (TYP)
DOOR, VERIFY SWING
H.M. FRAME, PAINTED
22 GA MINIMUM METAL TRACK
2"
2" 1
2"
2"
53 4" 3 8"
H.M. FRAME, PAINTED w/
APPLICABLE ANCHORS
EXISTING MASONRY PARTITION
DOOR
VERIFY SWING
CORRIDOR
INTERIOR ROOM
SHIM AND CAULK BOTH
SIDES
V.
I.F
3/8"
2"
SHIM & CAULK
BOTH SIDES
DOOR
VERIFY SWING
H.M. FRAME, PAINTED
CORRIDORINTERIOR ROOM
3 8"
4"
V.I.F.
EXISTING MASONRY PARTITION
3/8"
DO
OR
H
EI
GH
T
-5
/16 " J
AM
B
OP
EN
IN
G
" R
OU
GH
O
PE
NI
NG
4"
31 2" 27 16
" C
LE
AR
O
PE
NI
NG
5 16
48" ROUGH OPENING
44" JAMB OPENING
51 7/8" OVERALL FRAME
2" 40" CLEAR OPENING 31
2"
55 8"
31 4"SE
E
PL
AN
3 4"
2"
INTERIOR
EXTERIOR
HM DOOR FRAME, PAINTED
w/ APPLICABLE ANCHORS
HM EXTERIOR DOOR
CONTINUOUS SEALANT AND
BACKER ROD, BOTH SIDES
PROVIDE BULLNOSE FINISHED
CORNER AT OPENING
21 2"
2X BLOCKING
7 3 /4"
3/8"
SLOPE 1/8" PER FOOT
DOOR W/ SWEEP
PREMOLDED JOINT FILLER
THRESHOLD (SET IN MASTIC)
SEALED CONC SLAB
(LVT WHERE
SCHEDULED)
3/8
INTERIOR
2"
CONTINUOUS SEALANT
ALL SIDES (TYP)
CMU LINTEL;
REF: STRUCTURAL FOR
REINFORCING & ADDITIONAL
INFORMATION
PROVIDE BULLNOSE EDGE
16" EXTERIOR CAVITY WALL:
8" REINFORCED CMU, AIR SPACE,
3" RIGID INSULATION, VENEER;
REFER TO ELEVATIONS FOR TYPE.
REF: STRUCTURAL FOR REINFORCEMENT
REQUIREMENTS
L5 x 3-1/2 x 5/16 GALV. STEEL ANGLE, PAINT TO MATCH HM FRAMES
REF: STRUCTURAL
HEMMED DRIP EDGE
FILL w/ MINERAL WOOL
INSULATION, TIGHT TO LINTEL
2x6 FIRE RETARDANT TREATED WOOD NAILER w/ ANCHOR
CONTINUOUS TERMINATION BAR
w/ SEALANT
INSTALL WEEPS IN MORTAR
JOINTS @ 24" OC MAX
MEMBRANE FLASHING
STAINLESS STEEL
2-PIECE FLASHING
HM DOOR & FRAME, PAINTED
3/4
2"
EXTERIOR
INTERIOR
EXTERIOR
2"
HM DOOR FRAME, PAINTED
w/ APPLICABLE ANCHORS
HM EXTERIOR DOOR
CONTINUOUS SEALANT AND
BACKER ROD, BOTH SIDES
PROVIDE BULLNOSE FINISHED
CORNER AT OPENING
21 2"
2X BLOCKING
7 3 /4"
3/8"
DOOR MATERIAL
AL ALUMINUM
EX EXISTING
HM HOLLOW METAL
STL STEEL GLAZING TYPE
GL-1 TEMPERED, CLEAR
GL-2 LAMINATED SAFETY GLAZING
GL-3 SINGLE PANE, CLEAR
FIRE RATING
IN MINUTES
HARDWARE SET
REFER TO PROJECT MANUAL DIVISION 08
FOR HARDWARE SCHEDULE
FRAME MATERIAL
AL ALUMINUM
EX EXISTING
HM HOLLOW METAL
STL STEEL
DOOR/FRAME FINISH
PF PRE-FINISHED
PTD PAINTED
6" 6"
5 1/2" 2 3/4"
MEMBRANE FLASHING
STAINLESS STEEL
TWO-PIECE FLASHING
HEMMED DRIP EDGE
CONTINUOUS TERMINATION
BAR w/ SEALANT2"
HM DOOR FRAME, PAINTED
w/ APPLICABLE ANCHORS
HM DOOR
CONTINUOUS SEALANT AND
BACKER ROD, BOTH SIDES
PROVIDE BULLNOSE FINISHED
CORNER AT OPENING
65 8" 8 3
/4"
3/8"
EXISTING WALL
DOOR W/ SWEEP
PREMOLDED
JOINT FILLER
LVT
THRESHOLD (SET IN MASTIC)
SLOPE 1/8" PER FOOT
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH 906.482.0535 | F 906.482.6453
HM JAMB4
EXT HM HEAD6
HM HEAD9
HM JAMB3
HM HEAD8
HM JAMB - EX MASONRY11HM HEAD - EX MASONRY12
EXT HM JAMB1
VAULT HEAD/THRESHOLD10
VAULT JAMB5
EXT THRESHOLD14
EXT HM HEAD7
EXT HM JAMB2
HM JAM - EX OPENING15
EXT THRESHOLD16
ROOM FINISH SCHEDULE
RO
OM
N
UM
BE
R
ROOM NAME FLOOR BASE NORTH EAST SOUTH WEST
WALLS
MATERIAL & FINISH
REMARKS
144A 144B 144C 144D 144E 144F 144G 144H C
WOMENS SHOWER
WOMENS TLT
OFFICE
MENS TLT
FAMILY BATH
MENS LOCKER
CLASSROOM
STORAGE
DRILL HALL
VEHICLE STORAGE
TABLE/CHAIR STORAGE
PHYSICAL TRAINING
CORRIDOR
TRAINING
1ST SGT
COMMANDER
PLT SGT
COUNCIL
TRAINING AID STORAGE
SUPPLY OFFICE
OFFICE SUPPLIES
COMMO NBC
COMMO SUPPLY
COMMO PLATOON 1
COMMO PLATOON 2
COMMO PLATOON 3
VESTIBULE
CORRIDOR
VAULT
PHYSICAL TRAINING
LACTATION
CORRIDOR
CT-1
CT-1
EX
CT-1
CT-1
CT-1
CONS
EX
EX
EX
LVT-1
RFT-1
LVT-1
LVT-1
LVT-1
LVT-1
LVT-1
LVT-1
CONCS
CONCS
CONCS
CONCS
CONCS
CONCS
CONCS
CONCS
CONCS
CONCS
CONCS
RFT-1
LVT-1
EX
CT-1
CT-1
EX/RB-1
CT-1/RB-1
CT-1
CT-1/RB-1
RB-1
RB-1
EX/RB-1
EX/RB-1
RB-1
RB-1
RB-1
RB-1
RB-1
RB-1
RB-1
RB-1
RB-1
RB-1
RB-1
RB-1
RB-1
EX/RB-1
EP-1
EP-1
EX
EP-1
CT-2/EP-1
EP-1
PT-2
PT-2
EX/PT-4
EX
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
EX
EP-1
EP-1
EX
CT-2/EP-1
EP-1
EP-1
PT-9
PT-2
EX
PT-3
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
EX
EP-1
CT-2/EP-1
PT-5
EP-1
EP-1
EP-1
PT-2
PT-2
EX
EX/PT-3
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-6
EP-1
EP-1
PT-5
CT-2/EP-1
EP-1
EP-1
PT-2
PT-2
EX
EX
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
EX
"CT" AT WET WALL ONLY
"CT" AT WET WALLS ONLY
"CT" FULL HGT AT WET WALLS
PARGE VAULT WALLS
1 VERIFY SUSPENDED ACOUSTICAL CEILING HEIGHT PRIOR TO
SETTING GRIDS.
FINISH SCHEDULE NOTES: FLOORING
CPT CARPET
CT CERAMIC TILE
EX EXISTING TO REMAIN
LVT LUXURY VINYL TILE
RFT RUBBER FLOOR TILE
CONCS SEALED CONCRETE
BASE
CT CERAMIC TILE
EX EXISTING TO REMAIN
RB RUBBER WALL BASE
WALL
CT CERAMIC TILE
EX EXISTING TO REMAIN
PT PAINT
EP EPOXY PAINT
DOOR AS SCHEDULED
MARBLE THRESHOLD
CERAMIC TILEEXISTING LVT
FLOORING
NOTE:
TRANSITION OF MATERIAL TO BE AT CENTER OF DOOR LEAF
DOOR AS SCHEDULED
TRANSITION STRIP
LVT FLOORINGEXSITING FLOORING
NOTE:
TRANSITION OF MATERIAL TO BE AT CENTER OF DOOR LEAF
DOOR AS SCHEDULED
TRANSITION STRIP
RUBBER FLOOR TILE
NOTE:
TRANSITION OF MATERIAL TO BE AT CENTER OF DOOR LEAF
EXISTING FLOORING
GENERAL NOTES
1. PROVIDE RESILIENT BASE AT TOE KICK OF ALL CASEWORK AND
BEHIND ALL MOVABLE EQUIPMENT/APPLIANCES, WHEN
SCHEDULED WITHIN A ROOM.
2. ALL EXPOSED WALL MOUNTED MECHANICAL EQUIPMENT
(DIFFUSERS, GRILLES, ETC.) AND ELECTRICAL EQUIPMENT
(PANELS, ETC.) SHALL BE PAINTED TO MATCH THE ADJACENT
WALL COLOR. REFER TO MECHANICAL AND ELECTRICAL
DRAWINGS FOR QUANTITIES AND LOCATIONS.
3. REFER TO ALTERNATE SPEC SECTION FOR COMPLETE LIST AND
DESCRIPTION OF ALTERNATES.
4. WHERE REMOVAL OR MODIFICATION TO A FINISH MATERIAL IS
SHOWN, BUT NEW FINISHES ARE NOT SCHEDULED, PATCH AND
REPAIR TO MATCH EXISTING FINISH CONDITION AS REQUIRED.
5. PROVIDE APPROPRIATE TRANSITION STRIPS BETWEEN
DISSIMILAR FLOORING MATERIALS AT VERTICAL AND/OR
HORIZONTAL APPLICATIONS.
6. AT ROOMS RECEIVING NEW CARPET, NEW FLOOR FINISH AND
EXISTING FLOOR FINISH TO TRANSITION AT THE CENTERLINE OF
THE DOOR LEAF, UNO.
DOOR AS SCHEDULED
CERAMIC TILE
EXISTING LVT
FLOORING
NOTE:
TRANSITION OF MATERIAL TO BE AT CENTER OF DOOR LEAF
MORTAR BED
METAL TRIM PIECE
PRE-FINISHED ALUMINUM
WINDOW FRAME
L5 x 3-1/2 x 5/16 GALV. STEEL ANGLE w/ ANCHOR; REF: STRUCTURAL
STAINLESS STEEL TWO-PIECE
FLASHING w/ HEMMED DRIP EDGE
AND SEALANT
LIMESTONE SILL w/ WEEPS
@ 32" OC MAX & STRAP ANCHOR
1 1/2"
2x6 FIRE RETARDANT TREATED WOOD NAILER w/ ANCHOR
16" EXTERIOR CAVITY WALL:
8" REINFORCED CMU, AIR SPACE,
3" RIGID INSULATION, VENEER;
REFER TO ELEVATIONS FOR TYPE.
REF: STRUCTURAL FOR
REINFORCEMENT REQUIREMENTS
SHIM & CONT. SEALANT
BOTH SIDES
SOLID CMU SILL w/
BULLNOSE EDGE
5"
3/8
3 5 /8"
7 5/8"
3/8
2"
M O
R
E
T
Y P
E
4 13/16" 3 1/4"
4 1 /4"
3 3 /16
HORIZ. LOUVER
BLINDS
PRE-FINISHED ALUMINUM
WINDOW FRAME
16" EXTERIOR CAVITY WALL:
8" REINFORCED CMU, AIR SPACE,
3" RIGID INSULATION, VENEER;
REFER TO ELEVATIONS FOR TYPE.
REF: STRUCTURAL FOR REINFORCEMENT
REQUIREMENTS
L5 x 3-1/2 x 5/16 GALV. STEEL ANGLE, PAINT TO MATCH HM FRAMES
REF: STRUCTURAL
HEMMED DRIP EDGE
FILL w/ MINERAL WOOL
INSULATION, TIGHT TO LINTEL
2x6 FIRE RETARDANT TREATED WOOD NAILER w/ ANCHOR
CONTINUOUS TERMINATION BAR
w/ SEALANT
INSTALL WEEPS IN MORTAR
JOINTS @ 24" OC MAX
SHIM & CONT. SEALANT
BOTH SIDES
DRAINAGE MESH
REF: STRUCTURAL FOR
LINTEL TYPE
MEMBRANE FLASHING
STAINLESS STEEL
2-PIECE FLASHING
M O
R
E
T
Y P
E
3/4
3/8
3'-4" MO
5'- 8"
M O
WINDOW TYPES
ALAMINATED
SAFETY
GLASS
GL-2
3'-4" MO
4'- 0"
M O
BL1
BORROWED LITE TYPES
GL-1
2"
53 4" 3 8"
CMU WALL, PROVIDE
BULLNOSE CORNER
SHIM & CAULK
BOTH SIDES
H.M. FRAME, PAINTED w/
FRAME ANCHOR
GLAZING w/ STL STOP &
CONCEALED FASTENERSCORRIDOR
INTERIOR ROOM
2"
CMU LINTEL
(SEE STRUCTURAL)
SHIM & CAULK
BOTH SIDES
GLAZING w/ STL STOP &
CONCEALED
FASTENERS
H.M. FRAME, PAINTED
CORRIDORINTERIOR ROOM
3 8"
4"
BULLNOSE
CORNER
BULLNOSE
CORNER
8" CMU
SHIM & CAULK
BOTH SIDES
H.M. FRAME, PAINTED
GLAZING w/ STL STOP &
CONCEALED
FASTENERS
3 8" 2"
T/MASONRY OPG
107'-4" MO AFF
B/MASONRY OPG
RE
F:
A -5
BO
RR
OW
ED
LI
TE
LE
GE
ND
INTERIOR
EXTERIOR
16" EXTERIOR CAVITY WALL:
8" REINFORCED CMU, AIR SPACE,
3" RIGID INSULATION, VENEER;
REFER TO ELEVATIONS FOR TYPE.
REF: STRUCTURAL FOR
REINFORCEMENT REQUIREMENTS
PRE-FINISHED ALUMINUM
WINDOW FRAME
SHIM w/ CONTINUOUS SEALANT
ALL SIDES (TYP)
PROVIDE BULLNOSE FINISHED
CORNER AT OPENING
5"
2x6 FIRE RETARDANT TREATED WOOD NAILER w/ ANCHOR
MINERAL WOOL INSULATION
4 1 3/1
6"
DOOR AS SCHEDULED
TRANSITION STRIP
LVT FLOORINGEXSITING LVT FLOORING
NOTE:
TRANSITION OF MATERIAL TO BE AT CENTER OF DOOR LEAF
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HANCOCK, MICHIGAN 49930
PH 906.482.0535 | F 906.482.6453
EX FLR TO LVT8 EX LVT TO CT7 EX FLR TO RFT6
EX LVT TO CT9EX TO NEW LVT10
WINDOW SILL1
WINDOW JAMB2
WINDOW HEAD3
BL JAMB4
BL HEAD/SILL5
10 '- 0"
CA-1
EXP
EXP
EXP
EXP
EXP
8 '- 8" E.T.R.
8 '- 6"
CG-1
8 '- 6"
CG-1
EXP
9 '- 0"
CA-1
9 '- 0"
CA-1
9 '- 0"
CA-1
9 '- 0"
CA-1
9 '- 0"
CA-1
9 '- 0"
CA-1
9 '- 0"
CA-1
8 '- 6"
CA-1
8 '- 0"
CA-1
CA-1
8 '- 8"
CG-1
8 '- 5"
1. PROVIDE DRYFALL PAINT, EXPOSED CEILING AND JOISTS.
2. 18"x18" ACCESS PANEL
LEGEND
CA-1
2' x 2' LAY-IN CLG
CG-1
GYPSUM BOARD
PAINTED
9 '- 0"
CA-1 CEILING TYPE
CEILING ELEVATION
LIGHT FIXTURES,
REF: ELECTRICAL PLANS
MECHANICAL RETURN
AIR GRILL REF:
MECHANICAL PLANS
MECHANICAL SUPPLY
DIFFUSERS REF:
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A-
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424 HANCOCK STREET
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MAIN FLOOR REFLECTED CEILING PLAN1
INTERIOR PRIMARY SIGNAGE SCHEDULE
SIGN TYPE SIGN TEXT QUANTITY REMARKS
A A
A
C C
C
-- C 1 --
I 1
--C, F 2 -- C 1 -- C 1
-- C 1 --1
--C
--C
--1
VAULT
COMMANDER
PLT SGT
COUNSELING
SUPPLY OFFICE
OFFICE SUPPLIES
ROOM NAME
PHYSICAL TRAINING
WOMEN'S SHOWER
WOMEN'S TLT
MEN'S TLT
FAMILY BATH
MEN'S LOCKER
CLASSROOM
STORAGE
TABLE/CHAIR STORAGE
TRAINING
1ST SGT
COMMO NBC
TRAINING AND STORAGE
PHYSICAL TRAINING
LACTATION
RO
OM
N
UM
BE
R
144A 144B
EXISTING TO REMAIN
EXISTING TO REMAIN-
EXISTING TO REMAIN
EXISTING TO REMAIN-
A
C
PRACTICE
ROOMS
TACTILE LETTERING, 1" HELVETICA
MEDIUM TEXT, COLOR: WHITE.
TYPE "A"
3 4
1"
7"
7 8
3 4
3 4
1"
7"
7 8
3 4
3 8
3 4
3 4
1"
3 4
1"
3 4
1"
3 4
1"
3 4
1"
GRADE II BRAILLE LETTERING
3/4" CLEAR WINDOW FOR
REMOVABLE INSERT
TACTILE LETTERING, 1" HELVETICA
MEDIUM TEXT, COLOR: WHITE.
GRADE II BRAILLE LETTERING
3/4" CLEAR WINDOW FOR
REMOVABLE INSERT
TACTILE LETTERING, 1" HELVETICA
MEDIUM TEXT, COLOR: WHITE.
GRADE II BRAILLE LETTERING
TACTILE LETTERING, 3/4"
HELVETICA MEDIUM TEXT,
COLOR: WHITE
TACTILE LETTERING, 1" HELVETICA
MEDIUM TEXT, COLOR: WHITE.
GRADE II BRAILLE LETTERING
PICTOGRAM, COLOR: WHITE
TACTILE LETTERING, 1" HELVETICA
MEDIUM TEXT, COLOR: WHITE.
GRADE II BRAILLE LETTERING
PICTOGRAM, COLOR: WHITE
TACTILE LETTERING, 1" HELVETICA
MEDIUM TEXT, COLOR: WHITE.
TACTILE LETTERING, 3/4"
HELVETICA MEDIUM TEXT,
COLOR: WHITE.
2" BRAILLE LETTERING
(SIGN MESSAGE LOCATION) (SIGN ROOM # LOCATION)
(SIGN ROOM # LOCATION)
(SIGN MESSAGE LOCATION)
TYPE "B" TYPE "C"
SIGNAGE LEGEND
GENERAL NOTES:
1. SIGN MATERIAL SHALL BE MFR'S STD NON-GLARE W/ COLORED
BACKGROUND.
2. LETTERS SHALL BE RAISED 1/32".
3. PICTOGRAMS AND LETTERS SHALL BE CONTRASTING COLOR.
4. COMPLY WITH ANSI A117.1-2009 SECTION 703 SIGNAGE, ABA
STANDARDS, AND ADA STANDARDS.
5. SEE SIGNAGE SCHEDULE FOR SIGNS AT PERMANENT ROOMS.
6. SEE FLOOR PLANS FOR ADDITIONAL SIGN LOCATIONS.
7. SIGN MESSAGE IS INDICATED IN REMARKS OF DOOR
SCHEDULE IF IT VARIES FROM THAT INDICATED BY ROOM TAG
OR SIGN TYPE.
5. ALL SIGNAGE NUMBERS AND TEXT TO BE APPROVED BY
OWNER PRIOR TO INSTALLATION.
NOTE:
SIGN LETTERS SHALL
SAY ROOM NAME
TYPE "D" TYPE "E" TYPE "F"
TYPE "G"
3 4
1"
TACTILE LETTERING, 1" HELVETICA
MEDIUM TEXT, COLOR: WHITE.
GRADE II BRAILLE LETTERING
PICTOGRAM, COLOR: WHITE
TYPE "I"
REFER TO SCHEDULE FOR SIGN MESSAGE AND SIGN ROOM NUMBER
3 4
1"
TACTILE LETTERING, 1" HELVETICA
MEDIUM TEXT, COLOR: WHITE.
GRADE II BRAILLE LETTERING
PICTOGRAM, COLOR: WHITE
TYPE "I"
SIG
N
MOUNT ON LATCH
SIDE OF DOOR
MOUNT ON RIGHT
SIDE OF DOOR
COMPLY WITH ICC/ANSI A117.1-2009 SECTION 703.3.11
4'- 71 2"
4'- 71 2"
2" 61
2"
SIGN MOUNTING DETAILS
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