511-21325CAK_04 Arch.pdf
PDF 3 MB Posted
- Attached to
- 511/21325. CAK; Alma Armory - Renovate Armor
- Solicitation number
- RFQ - 171 - 230000000729
- Issued by
- Gratiot County, Allendale CDP, Michigan
About this file
This document is a set of architectural drawings and specifications for the renovation of the Alma Armory facility for the State of Michigan Department of Technology, Management and Budget, Facilities and Business Services Administration. The project involves demolition and renovation work, including removal of existing floors, walls, and ceilings, and installation of new CMU walls, brick veneer, storefront systems, doors, windows, roofing, and interior finishes. The project is located in Alma, Michigan, which is in Gratiot County. Bids are due by 2:00 PM on a specified date, and the contract will be awarded following that.
The drawings provide detailed specifications for the products and materials to be used, including requirements for masonry, steel, roofing, doors, windows, and interior finishes. Pricing terms, funding sources, and other contractual details are not provided in the document. The overall scope of the project is the renovation of the existing Alma Armory facility to update the building's systems and finishes.
View the file
Other files
Show all 19
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
A-000
X
SCALE: X"=1'-0"
TITLE
VIEW TITLE
SECTION MARKER
DETAIL CALLOUT
ELEVATION MARKER
101 ROOM TAG
DOOR MARKER
WINDOW TYPE MARKER
DETAIL NO.
DETAIL NO.
DRAWING NO. DRAWING NO.
ELEVATION
NO.
KEYNOTE
CEILING HEIGHT
DRAWING SYMBOLS
A-000 X
A-000
DETAIL SECTION
VIEWING DIRECTION
ELEVATION NOTATION
BREAK MARKER
BATT INSULATIONRIGID INSULATION
WOOD BLOCKING (DISCONTIN.)
CAST STONE
GRAVEL OR CRUSHED STONE
WOOD FRAMING (CONTINUOUS)
FINISH WOODSTEEL
PLYWOODCONCRETE
CONCRETE MASONRY UNIT
BRICK
UNDISTURBED EARTH
MATERIAL INDICATORS
SAND OR GYPSUM BOARD
A-000 X
A-000 X
0' - 0"
ABBREVIATIONS
NORTH ARROW
(SHOWN IN KEYPLAN)
1 NEW COLUMN ID
VIEWING DIRECTION
DETAIL NO.
DRAWING NO.
DETAIL NO.
DRAWING NO.
Room Name
STUD WALL
EXISTING CMU WALL
EXISTING BRICK WALL
CMU WALL
EXISTING STUD WALL
BRICK WALL EXISTING WALL REMOVAL
WALL STYLES
KEYNOTE (REMOVALS)
XX
EXISTING
SCHEDULED DOOR
EXISTING DOOR
1 ACCESSORY MARKER 1 EXISTING COLUMN ID
XX EQUIPMENT TAG
ALL GENERAL NOTES PERTAIN TO ALL ARCHITECTURAL (A-SERIES) DRAWINGS IN THIS SET
GENERAL
1. DEFINITIONS: “PROVIDE” MEANS FURNISH AND INSTALL. SUPPLY LABOR AND MATERIALS TO RESULT IN A FINISHED AND/OR OPERABLE
SYSTEM.
2. CONTRACTOR RESPONSIBILITIES:
A. MATERIALS, CONSTRUCTION METHODS INCLUDING BUT NOT LIMITED TO LAYOUT, COORDINATION, SCHEDULE AND
CONSTRUCTION SITE ACCESS AND WORK.
B. DAILY CLEANING: KEEP SITE FREE FROM WASTE, RUBBISH, AND DEBRIS. REMOVE DAILY. WHEN WORK IS COMPLETE, LEAVE THE PREMISES BROOM CLEAN AND CLEAN FINISHED SURFACES, FIXTURES, GLASS, STOREFRONT, ETC.
C. FINAL CLEANING, PRIOR TO PUNCHLIST INSPECTION BROOM CLEAN ALL HARD SURFACE FLOORS, VACUUM ALL CARPETING AND
WIPE DOWN ALL HORIZONTAL AND GLASS SURFACES PROVIDING A DUST FREE SURFACE.
D. TEMPORARY PROTECTION IS REQUIRED TO MAINTAIN ONGOING BUILDING OPERATIONS, EXITING PATHS, DUST CONTROL AND OCCUPANT SAFETY. IDENTIFY THE REQUIREMENTS FOR TEMPORARY PROTECTION AND PROJECT PHASING. COORDINATE WITH
OWNER FOR OTHER REQUIREMENTS.
E. COORDINATE STARTUP AND ADJUSTING OF EQUIPMENT AND OPERATING COMPONENTS. START EQUIPMENT AND OPERATING COMPONENTS AND TEST TO CONFIRM PROPER OPERATION AND CONTROL. REMOVE MALFUNCTIONING UNITS, REPLACE WITH
NEW UNITS, AND RETEST.
F. CLOSEOUT DOCUMENTS, CERTIFICATE OF RELEASE FROM THE AUTHORITY OF JURISDICTION AND INSURANCE FOR CONTINUING COVERAGE, WARRANTIES, TEST & INSPECTION RESULTS AND OPERATION, EMERGENCY & MAINTENANCE MANUALS.
3. EXISTING CONDITIONS: REVIEW EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING WORK AND REPORT DISCREPANCIES
TO THE ARCHITECT IMMEDIATELY.
4. CONTRACT DOCUMENTS:
A. PLANS, ELEVATIONS, SECTIONS, DETAILS AND SCHEDULES ARE COMPLEMENTARY. PLAN DRAWINGS WILL TAKE PRECEDENCE
OVER ELEVATION, SECTION AND DETAILS DRAWINGS IN ANY CONFLICTS OF HORIZONTAL DIMENSIONS. DETAIL PLAN DRAWINGS WILL TAKE PRECEDENCE OVER LARGER SCALE PLANS IN ANY CONFLICTS WITH HORIZONTAL DIMENSIONS. WALL AND BUILDING SECTIONS WILL TAKE PRECEDENCE OVER PLAN DRAWING AND DETAILS IN ANY CONFLICTS WITH VERTICAL DIMENSIONS.
DETAILS AND WALL SECTIONS WILL TAKE PRECEDENCE OVER ELEVATION AND PLAN DRAWINGS IN ANY CONFLICTS WITH MATERIAL DESCRIPTION. SCHEDULES WILL TAKE PRECEDENCE OVER OTHER ARCHITECTURAL DRAWINGS IN AND CONFLICTS WITH WALL, FLOOR AND CEILING FINISHES AND DOOR, DOOR HARDWARE AND FENESTRATION INFORMATION.
B. DRAWINGS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS OTHERWISE PROVIDED, BERGMANN SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT.
C. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION
AND/OR ADDENDUM.
FIELD CONDITIONS
1. REPAIR: EXISTING SURFACES TO REMAIN IMPACTED BY DEMOLITION TO MATCH EXISTING ADJACENT SURFACES.
2. DISCREPANCIES: NOTIFY ARCHITECT OF EXISTING DAMAGED OR DETERIORATED BUILDING ELEMENTS REVEALED DURING DEMOLITION
OR CONSTRUCTION PRIOR TO PROCEEDING WITH ADDITIONAL WORK IN THE AREA.
3. HAZARDOUS MATERIALS: A PRE-DEMOLITION ASBESTOS SURVEY IS REQUIRED PRIOR TO DEMOLITION OF SUSPECT BUILDING MATERIALS IN ACCORDANCE WITH, OSHA 29 DFR 1926.1101, AND USEPA 40 CRF 61.145. A PRE-DEMOLITION ASBESTOS SURVEY IS NOT REQUIRED FOR BUILDINGS OR STRUCTURES FOR WHICH THE ORIGINAL CONSTRUCTION COMMENCED ON OR AFTER JANUARY 1, 1974. THERMAL SYSTEM INSULATIONS AND SURFACING MATERIALS FOUND IN BUILDINGS CONSTRUCTED NO LATER THAN 1980 SHALL BE CONSIDERED PRESUMED ASBESTOS CONTAINING MATERIALS (PACM) UNLESS PROVEN OTHERWISE BY APPROPRIATE BULK SAMPLING AND LABORATORY ANALYSIS CONDUCTED BY APPROVED LICENSED PERSONNEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL REGULATIONS. THE LANDLORD SHALL PROVIDE COPIES OF ANY ASBESTOS SURVEYS THEY HAVE ON FILE AT THE REQUEST OF THE
CONTRACTOR.
4. SAFETY: FOLLOW THE OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) 29 CFR 1926.62, LEAD EXPOSURE IN CONSTRUCTION REGULATION. MATERIALS HAVING A CONCENTRATION EQUAL OR GREATER THAN 0.5% BY WEIGHT IN LEAD ARE CONSIDERED TO BE LEAD BASED. HOWEVER, OSHA CONSIDERS ANY AMOUNT OF LEAD ENCOUNTERED DURING CONSTRUCTION TO BE OF CONCERN. THE REGULATION STATES THAT THE EMPLOYER SHALL ASSURE THAT NO EMPLOYEE IS EXPOSED TO LEAD AT CONCENTRATIONS GREATER THAN FIFTY MICROGRAMS PER CUBIC METER OF AIR (50 MG/M^3) AVERAGED OVER AN 8-HOUR PERIOD. CONTRACTORS SHALL
DETERMINE AND TAKE APPROPRIATE MEASURES IF THEY SUSPECT THE PRESENCE OF LEAD.
FINISHES
A. GENERAL: FINISHED FLOORS EXTEND INTO TOE SPACES,UNDER CASEWORK ON LAB PROJECTS, CLOSETS, DOOR REVEALS AND SIMILAR
OPENINGS.
B. PRODUCTS:
A. INSTALL MATERIALS USING MANUFACTURER'S APPROVED ADHESIVES AND METHODS, U.N.O.
B. PAINT DESIGNATIONS INDICATE COLOR ONLY, REFER TO SPECIFICATION FOR FINISH TYPE.
C. PROVIDE SELF LEVELING TROWELABLE UNDERLAYMENT WHERE REQUIRED TO OBTAIN FINISH MANUFACTURER'S REQUIRED
SUBFLOOR CONDITION.
D. PROVIDE THE REQUIRED TRANSITIONS BASED ON TYPES IDENTIFIED ON DRAWINGS AT EACH FINISH TRANSITION LOCATION.
C. EXECUTION:
A. ADHERE TO MATERIAL OR SYSTEM MANUFACTURER’S WRITTEN INSTALLATION INSTRUCTIONS AND TOLERANCES. ANY
VARIATIONS FROM WRITTEN INSTALLATION AND INSTRUCTIONS MUST RECEIVE WRITTEN APPROVAL FROM THE MANUFACTURER
AND MAINTAIN MANUFACTURER’S WARRANTIES.
B. PRIOR TO STARTING THE INSTALLATION OF A MATERIAL OR SYSTEM, VERIFY THE SUBSTRATE IS WITHIN THE MANUFACTURER’S REQUIRED TOLERANCES AND REQUIRED CLEARANCES ARE PROVIDED. NOTIFY THE CONSTRUCTION MANAGER OR GENERAL CONTRACTOR AND DEIGN PROFESSIONAL IN WRITING WHEN THE SUBSTRATE IS NOT WITHIN MANUFACTURER’S TOLERANCE OR REQUIRED CLEARANCES ARE NOT PROVIDED. PROCEEDING WITH INSTALLATION SIGNIFIES ACCEPTANCE OF THE SUBSTRATE
AND CLEARANCES.
C. PROVIDE MANUFACTURER’S REQUIRED ENVIRONMENTAL TESTS FOR MOISTURE, VAPOR DRIVE, RELATIVE HUMIDITY AND TEMPERATURE TO VERIFY THESE ARE WITHIN THE MATERIAL MANUFACTURER’S TOLERANCE PRIOR TO INSTALLING MATERIALS.
D. MATERIAL AND INSTALLATION SHALL CONFORM WITH LOCAL, STATE AND NATIONAL BUILDING CODES AND CONSTRUCTION
STANDARDS ENFORCED BY THE AUTHORITY HAVING JURISDICTION.
E. REQUIRED DOCUMENTATION:
1. SAFETY DATA SHEETS.
2. PROVIDE SAMPLES WHEN SPECIFICALLY REQUESTED IN THESE DOCUMENTS.
3. PROVIDE SHOP DRAWINGS OF MATERIALS AND SYSTEMS, WHICH WILL BE BUILT INTO AND MUST BE COORDINATED WITH
OTHER CONSTRUCTION. SHOP DRAWINGS SHALL CONSIST OF PLAN, ELEVATION, SECTION VIEWS AND DETAILS AS REQUIRED TO COMMUNICATE FINAL APPEARANCE AND CONNECTION TO ADJOINING CONSTRUCTION.
F. PROTECT ADJACENT SURFACES DURING WORK.
G. REMOVE ADHESIVE OR PAINT SPOTS FROM FINISHED FLOORS, WALLS, GLASS OR OTHER SURFACES. FINISHES TO MEET OR
EXCEED CODE REQUIREMENTS.
H. FILL MINOR DRYWALL IRREGULARITIES WITH SPACKLING COMPOUND AND SAND TO A SMOOTH LEVEL SURFACE. EXERCISE CARE
TO AVOID RAISING THE NAP OF PAPER.
I. DO NOT PERFORM PAINTING AND OTHER FINISHING WORK UNDER CONDITIONS UNSUITABLE FOR EXECUTION OF PAINTING WORK.
AIR SHALL BE FREE FROM DUST AND DIRT TO PREVENT LODGING OF FOREIGN MATTER IN FRESH PAINT. FLOORS TO BE BROOM
CLEAN BEFORE PAINTING IS STARTED.
J. EDGES OF PAINT ADJOINING OTHER COLORS OR MATERIALS TO BE SHARP AND CLEAN WITHOUT OVERLAP.
K. WHENEVER NECESSARY TO OBTAIN REQUIRED RESULTS, REFINISH AN ENTIRE WALL RATHER THAN SPOT FINISHING WHERE A
PORTION OF THE FINISH HAS BEEN DAMAGED OR IS UNSATISFACTORY.
L. WHEN INSTALLING CARPET FOLLOW THE CARPET AND RUG INSTITUTE METHODS OF INSTALLATION AND MANUFACTURERS
WRITTEN INSTALLATION INSTRUCTIONS.
M. WHEN INSTALLING TILE FOLLOW THE TILE COUNCIL OF NORTH AMERICA'S INSTALLATION SPECIFICATIONS AND MANUFACTURERS
WRITTEN INSTALLATION INSTRUCTIONS.
N. CENTER FLOOR MATERIAL TRANSITIONS ON DOOR ABOVE.
O. FLOOR MATERIAL TRANSITIONS SHALL OCCUR BELOW THE DOOR.
GENERAL NOTES:
ST
AT
E O
F M
IC
HI
GA
N
D E P A R
TM
E N T
O F
TE
C H N O
LO
G Y M A N A G E M E N T
A N D
B U D G E T
FA
C
IL
IT
IE
S
A N D
B U S
IN
E S S
S E R V
IC
E S
A D M
IN
IS
TR
A
TI
O N
A D A M
LA
C H R A D
IR
E C
TO
R
DE
SI
G
N
AN
D
CO
NS
TR
UC
TI
O N
DI
VI
SI
O
N
AL
M A
AR
M
O R
Y R
EN
O
VA
TI
O N
DE
PA
RT
M
EN
T
O F
M
IL
IT
AR
Y
AN
D
VE
TE
RA
NS
AF
FA
IR
S
S.
ST
AT
E
ST
.A
LM
A, M
IC
HI
GA
N
D E S
IG
N E D
D R A W N
C H E C K E D
A P P R O V E D
D A
TE
IS
SU
ED
FO
R P R E
LI
M
IN
A R Y
C O N S
TR
U C
TI
O N
F
IN
A L R E C O R D
ID
EN
TI
FI
C
AT
IO
N
N O
P R O
JE
C T
1/
5.
CA
K
IN
D E X
C O D E
S H
EE
T
DP
L
DP
L
DP
L
XX
X 1/
A0
T TREAD
T&G TONGUE AND GROOVE
TEMP TEMPORARY
TH THRESHOLD
TO
TO
TOP OF
TR TRANSITION
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
UPH UPHOLSTERY
UR URINAL
VAR VARIES
VB VINYL BASE
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VWC VINYL WALL COVERING
W WIDE
W/ WITH
W/O WITHOUT
WB WOOD BASE
WC WATER CLOSET
WCV WALL COVERING
WD WOOD
WDT WINDOW TREATMENT
WF WOOD FLOORING
WOM WALKOFF MAT
WP WATERPROOF
WT WALL TILE
ID INTERIOR DIAMETER
INSUL INSULATION
INT INTERIOR
INV INVERT
JAN CL JANITORS CLOSET
JT JOINT
L LONG
LAM LAMINATE
LAV LAVATORY
LLV LONG LEG VERTICAL
LMC LINEAR METAL CEILING
LTL LINTEL
LVR LOUVER
LVT LUXURY VINYL TILE
MAX MAXIMUM
MECH MECHANICAL
MEZZ MEZZANINE
MFR MANUFACTURER
MIN MINIMUM
MO MASONRY OPENING
MTL METAL
NIC NOT IN CONTRACT
NTS NOT TO SCALE
OC ON CENTER
OPP OPPOSITE
P PAINTED
PB PORCELAIN BASE
PCC PRE CAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PL PLATE
PLF POUNDS PER LINEAR FOOT
PLM PLASTIC LAMINATE
PP PLASTIC PANELING
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PORCELAIN TILE
PTWD PRESSURE PRESERVATIVILY -
TREATED WOOD
QT QUARRY TILE
R RISER
RB RUBBER BASE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REBAR REINFORCED STEEL BARS
REINF REINFORCING
RESIL RESILIENT
RF RESILIENT FLOORING
RM ROOM
RO ROUGH OPENING
RTU ROOF TOP UNIT
SC SEALED CONCRETE
SIM SIMILAR
SMS SHEET METAL SCREW
SPEC SPECIFICATION
SS SOLID SURFACE
SST STAINLESS STEEL
STC SOUND TRANSMISSION CLASS
STD STANDARD
STL STEEL
STRUCT STRUCTURAL
SYS SYSTEM
A/C AIR CONDITIONING
ACP ACOUSTICAL CEILING PANELS
ADJ ADJUSTABLE
AFF ABOVE FINISH FLOOR
ALUM ALUMINUM
BD BOARD
BLKG BLOCKING
BO BOTTOM OF
CG CORNER GUARD
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLR CLEAR
CM CONSTRUCTION MANAGER
CMT CERAMIC MOSAIC TILE
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
CT CERAMIC TILE
CTB CERAMIC TILE BASE
D DEEP
DF DRINKING FOUNTAIN
DIA DIAMETER
DIM DIMENSION
DWG DRAWING
EA EACH
EIFS EXTERIOR INSULATION FINISH
SYSTEM
ELEC ELECTRICAL
ELEV ELEVATIONS
EXF EPOXY FLOORING
EXP EXPANSION
EXP BT EXPANSION BOLT
EXT EXTERIOR
F FABRIC
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FFE FINISH FLOOR ELEVATION
FLG FLOORING
FLR FLOOR
FPR FIBER REINFORCED PLASTIC
FR FIRE RATED
FT FLOOR TILE
FTG FOOTING
GA GAUGE
GALV GLAVANIZED
GC GENERAL CONTRACTOR
H HIGH
HB HOSE BIBB
HC HOLLOW CORE
HDR HEADER
HDWR HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HPC HIGH PERFORMANCE COATING
HVAC HEATING/VENTILATION/AIR
CONDITIONING
HW HOT WATER
HWT HOT WATER TANK
WALL MATERIAL - SEE BELOW
WALL SIZE - SEE BELOW
WALL TYPE - 0, 1, 2, 3 ETC.
WALL MATERIAL WALL SIZES
C = CONCRETE MASONRY UNITS 6 = 6" NOMINAL, 5 5/8" ACTUAL
F = FURRING CHANNEL 1 = 7/8" METAL HAT CHANNEL @ 24" O.C.
2 = 1-1/2" METAL HAT CHANNEL @ 24" O.C.
WALL INFORMATION
M = METAL STUD 3 = 3-5/8" METAL STUDS @ 16" O.C.
WALL INFORMATION
1 = WALL HEIGHT STUD FRAMING AND GYP BOARD FINISH TO DECK ABOVE
2 = WALL HEIGHT AND FINISH TO 9'-4" ABOVE FINISHED FLOOR
REF WALL TYPES AND
DETAILS; SEE THIS SHEET
WALL LEGEND
COLUMN ENCLOSURES, CHASES AND ENCLOSED UNINHABITABLE SPACES ARE
TO BE WALL TYPE M31, UNLESS NOTED OTHERWISE.
M60
8 = 8" NOMINAL, 7 5/8" ACTUAL
WALLS
A. DIMENSIONS:
a. STUD WALLS ARE TO FACE OF STUD, UNLESS OTHERWISE INDICATED IN A.c. OR A.d. BELOW.
b. MASONRY WALLS ARE TO FACE OF MASONRY.
c. EXISTING CONSTRUCTION ARE TO FINISHED FACE OF CONSTRUCTION.
d. WHERE NOTED AS “CLR” DIMENSIONS ARE TO FINISHED SURFACE AND ARE CRITICAL FOR ACCESSIBILITY
REQUIREMENTS OR BUILT-IN FURNISHINGS.
B. TYPES:
a. WALLS NOT INDICATED WITH A WALL TYPE SHALL BE TYPE M30.
b. COLUMN ENCLOSURES, CHASES AND ENCLOSED UNINHABITABLE SPACES SHALL BE WALL TYPE M31, UNLESS
NOTED OTHERWISE.
c. BRACING: PROVIDE CHANNEL COLD ROLLED STEEL (CRSS) BRACING AT ALL METAL STUD WALLS. INSTALL TWO
ROWS OF BRACING 4'-0" O.C. FOR WALLS UP TO 13'-0" HIGH.
d. PROVIDE (2) #10-7/16" HEX HEAD SHEET METAL SCREWS AT EACH STUD/TRACK CONNECTION AT ALL WALLS, BULK HEADS & SOFFITS NOT EXTENDING FLOOR TO DECK.
e. PROVIDE DEFLECTION TRACK OR CLIP AT TOP OF METAL STUD WALLS THAT EXTEND TO THE UNDERSIDE OF
STRUCTURAL MEMBERS OR FLOOR/ ROOF DECK.
f. METAL STUD WALLS IN WHICH STUDS DO NOT EXTEND TO DECK ABOVE SHALL BE LATERALLY BRACED AT 45 DEGREES TO THE STRUCTURE ABOVE WITH 3 5/8" x 20 GA. STUDS @ 48" O.C. MAX., AND AT ENDS OF SUCH
WALLS WHICH DO NOT INTERSECT OTHER WALLS.
g. PROVIDE FULL HEIGHT DOUBLE STUDS AT DOOR AND WINDOW JAMBS.
h. FIRE-RESISTANT JOINT SYSTEMS: AT FIRE-RESISTANT RATED WALLS, FLOORS OR FLOOR/CEILING ASSEMBLIES, AND ROOFS OR ROOF/CEILING ASSEMBLIES, PROVIDE AN APPROVED TESTED JOINT ASSEMBLY PROVIDING THE MINIMUM TIME AND TEMPERATURE RISE AT THE WALL, FLOOR, OR ROOF SUITABLE FOR THE
CONSTRUCTION WHERE THE SYSTEM IS TO BE INSTALLED.
i. THE BOTTOM EDGE OF GYPSUM WALL BOARD SHALL BE INSTALLED 3/8" ABOVE THE FLOOR AND SEALED AS
NOTED IN WALL TYPES.
C. RATINGS:
a. SMOKE WALLS AND SMOKE BARRIERS: SMOKE WALLS AND SMOKE BARRIERS MUST FORM A COMPLETE
BARRIER TO LIMIT THE TRANSFER OF SMOKE, INCLUDING PERIMETER DETAILS, PENETRATIONS, AND AS REQUIRED BETWEEN WALLS AND DOOR JAMBS, OR SIDELIGHT FRAMES. THE MEMBRANE IS TO BE
CONTINUOUS THROUGH ALL CONCEALED SPACES.
1. RECESSED CABINETS, OUTLET BOXES, AND OTHER PENETRATIONS MUST BE SEALED
2. OPENINGS AROUND PENETRATIONS ARE TO BE SEALED.
3. ALL EXPOSED JOINTS, ANGLES, AND ABUTMENTS IN THE SYSTEM, INCLUDING FLOOR AND ABOVE
CEILING MUST BE TAPED AND FINISHED.
4. SEAL THE INTERFACE BETWEEN WALLS AND DOOR JAMBS, OR SIDELIGHT FRAMES.
b. FIRE WALLS AND FIRE BARRIERS: FIRE WALLS AND FIRE BARRIERS MUST BE SIMILARLY CONSTRUCTED AS A COMPLETE BARRIER TO RESIST THE SPREAD OF SMOKE AND FIRE. PENETRATIONS MUST BE SEALED AND LABELED WITH AN APPROVED FIRE RESISTANT JOINT SYSTEM. INSTALL A FIRE RESISTANT JOINT SYSTEM AT
THE HEAD AND FLOOR CONDITION OF FIRE RATED WALLS AND BARRIERS.
c. FIRE AND SMOKE WALL / BARRIER / WALLS LABELING: PROVIDE LABELS ABOVE ACOUSTIC CEILINGS IN LETTERS AT LEAST 2-INCHES IN HEIGHT AND NO MORE THAN 10-LINEAL FEET ALONG THE WALL. LABELS SHALL BE PLACED IN SUCH A MANNER AS TO BE OBVIOUS TO WORKERS IN THE CONCEALED SPACE ON BOTH SIDES OF THE WALL AND WILL READ AS FOLLOWS: "X" HR. FIRE [SMOKE] WALL [BARRIER] [WALL]. PENETRATIONS MUST BE FIRE [SMOKE] STOPPED." PROVIDE LABELING AT 12'-0" O.C. SPACING. ELECTRICAL, MECHANICAL OR PLUMBING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES SHALL BE SEALED WITH A U.L.
APPROVED THROUGH-PENETRATION FIRESTOP SYSTEM APPROPRIATE FOR THE RATING OF THE WALL BEING PENETRATED. SUBMIT PROPOSED U.L. NUMBERS AND DETAILS TO ARCHITECT FOR REVIEW AND APPROVAL
PRIOR TO INSTALLATION.
d. ACOUSTICAL WALLS: WALLS INDICATED WITH ACOUSTICAL BATT, AND/OR A GIVEN AN STC RATING, SHALL BE
CONSTRUCTED TO MINIMIZE SOUND TRANSMISSION AS FOLLOWS:
1. PROVIDE ACOUSTICAL SEALANT AT ALL FLOOR AND HEAD LEVELS, EACH SIDE OF THE WALLS.
2. SET TRACK IN 3 CONTINUOUS BEADS OF ACOUSTICAL SEALANT.
3. EXTEND SOUND BATTS THOROUGH ANY INTERSECTING WALLS.
4. STAGGER OUTLETS A MINIMUM OF 24 INCHES HORIZONTAL. DO NOT INSTALL MORE THAN ONE OUTLET
IN A COMMON STUD CAVITY. SEAL JOINTS AROUND OUTLETS WITH ACOUSTICAL SEALANT.
D. GYPSUM BOARD WALL COMPONENTS AND ACCESSORIES:
a. WALL TYPES DO NOT INDICATE FINAL FINISHES. REFER TO FINISH PLANS AND FINISH SCHEDULE.
b. GYPSUM BOARD SHALL BE TYPE “X” FIRE RATED WITH:
1. LEVEL 1 FINISH AT JOINTS WHICH WILL REMAIN CONCEALED. PROVIDE GALVANIZED STEEL CORNER
BEADS AT CORNERS.
2. LEVEL 3 FINISH WHERE WALLS EXPOSED TO VIEW SCHEDULED FOR PAINT IN SERVICE SPACES (eg.
TELE / DATA CLOSETS, MECHANICAL ROOMS, JANITOR CLOSETS, STORAGE ROOMS).
3. LEVEL 4 FINISH WHERE EXPOSED TO VIEW UPON PROJECT COMPLETION U.N.O.
4. LEVEL 5 FINISH AT GRAPHIC CORRIDOR, AS WELL AS DRY ERASE AND CHALK BOARD PAINTED AREAS.
REFER TO FINISH LOCATION ON PLANS, AND COORDINATE WITH DESIGNER IN THE FIELD.
c. PROVIDE MOISTURE/ MOLD / ABUSE RESISTANT GYPSUM BOARD AT WALLS IN TOILET ROOMS, JANITORS CLOSETS AND ANY ROOM WHERE MOISTURE CONDITIONS WILL OCCUR AND NOT RECEIVING TILE FINISH.
d. PROVIDE GLASS MATT GYPSUM BOARD AT WALLS DIRECTLY ADJACENT TO LIVING WALL ELEMENT AND AT ALL WET AREAS (SHOWER ROOMS, COMMUNAL KITCHEN/DISHWASHER, ETC.) GLASS MAT GYPSUM BOARD SHALL
RECEIVE FIBERGLASS TAPE AND FINISH AS RECOMMENDED BY MANUFACTURER.
e. METAL TRIM:
1. EXPOSED METAL J-TRIM TO BE COMPLETELY COVERED WITH SKIM COAT
2. NON-METALIC J-TRIM OR OTHER SHAPES ARE NOT ACCEPTABLE, UNLESS OTHERWISE NOTED
f. LOCATIONS WHERE GYPSUM BOARD WALLS TERMINATE AT DISSIMILAR MATERIALS, PROVIDE A FINISH-ABLE METAL END TRIM AND A 1/4" GAP BETWEEN TRIM AND ADJACENT MATERIAL. FILL GAP WITH BACKER ROD AND
SEALANT.
g. PROVIDE SOLID FIRE TREATED WOOD BLOCKING IN WALL AND CEILING CONSTRUCTION AS REQUIRED TO SUPPORT WALL MOUNTED MILLWORK AND CASEWORK, FURNISHINGS, RAILINGS, GRAB BARS, TOILET & BATH ACCESSORIES OR ANY OTHER WALL MOUNTED ITEMS INDICATED ON THESE DRAWINGS REQUIRING BLOCKING.
REFER TO DIAGRAMS ON DRAWING A-421 FOR MOUNTING LOCATIONS OF GRAB BARS.
h. PROVIDE PAPER FACED "L" SHAPED TAPE ON TRIM AT THE TOP OF ALL GYP. BD. THAT ABUTS SUSPENDED
CEILINGS AND EXPOSED STRUCTURE.
E. CONTROL JOINTS:
a. PROVIDE IN GYPSUM WALL BOARD CONSTRUCTION AS FOLLOWS:
1. PROVIDE CONTROL JOINTS IN EXPANSES OF WALLS AT MAXIMUM 25-FOOT INTERVALS, AND FULL HEIGHT. CONTROL JOINTS ARE RECOMMENDED AT DOOR JAMBS, EXTENDING FROM DOOR HEAD TO
TOP OF WALL.
2. CONTROL JOINTS ARE REQUIRED IN CEILINGS TO LIMIT AREAS TO 2,500 SQUARE FEET. INSTALL CONTROL JOINTS IN CEILINGS TO LIMIT DIMENSIONS IN EITHER DIRECTION TO 50 FEET MAXIMUM WITH PERIMETER RELIEF, 30 FEET MAXIMUM OTHERWISE. INSTALL CONTROL JOINTS WHERE CEILING
FRAMING OR FURRING CHANGES DIRECTION.
3. PROVIDE CONTROL JOINTS IN GYPSUM WALL BOARD WHERE THE UNDERLYING STRUCTURE CONTAINS
A CONTROL OR MOVEMENT JOINT.
4. IN AN ACOUSTICALLY RATED ASSEMBLY, PROVIDE ACOUSTICALLY TESTED CONTROL JOINT ASSEMBLY
WITH A STC RATING MINIMALLY EQUAL TO THE WALLS STC RATING. COORDINATE REQUIRED
LOCATIONS ON FEATURE WALLS WITH DESIGNER IN THE FIELD. METAL TRIM: EXPOSED METAL OR NON-
METALLIC J-MOLD IS NOT ACCEPTABLE.
5. PROVIDE CONTROL JOINTS AT ALL BUILDING CONTROL OR EXPANSION JOINTS.
b. IN MASONRY WALLS, PROVIDE FULL HEIGHT CONTROL JOINTS AT MAXIMUM 30-FOOT INTERVALS. CONTROL
JOINTS ARE RECOMMENDED AT DOOR JAMBS OF OPENINGS EXTENDING FULL HEIGHT OF WALL.
ONE LAYER TYPE 'X' 5/8"
GYP. BD
F11
7/8" (UON) MTL HAT
CHANNEL @ 16" O.C.
WALL TYPES NOTE: SEE TYPICAL WALL SECTIONS FOR ADDITIONAL INFORMATION AT FLOOR AND
DECK ABOVE CONDITIONS.
3 5/8" 20 GA. (UON)
MTL STUDS @ 16"
O.C.
ONE LAYER TYPE 'X' 5/8"
GYP. BD. EACH SIDE
M30
4 7/8"
1 1/2"
3 5/8" 20 GA. (UON)
MTL STUDS @ 16"
O.C.
ONE LAYER TYPE
'X' 5/8" GYP. BD.
M31
4 1/4"
6" 20 GA. (UON) MTL
STUDS @ 16" O.C.
ONE LAYER TYPE 'X'
5/8" GYP. BD. EA. SIDE
M60
7 1/4"
6" 20 GA. (UON) MTL
STUDS @ 16" O.C.
ONE LAYER TYPE
'X' 5/8" GYP. BD.
INTERIOR SIDE
M63
9 5/8"
3" RIGID INSULATION
ST
AT
E O
F M
IC
HI
GA
N
D E P A R
TM
E N T
O F
TE
C H N O
LO
G Y M A N A G E M E N T
A N D
B U D G E T
FA
C
IL
IT
IE
S
A N D
B U S
IN
E S S
S E R V
IC
E S
A D M
IN
IS
TR
A
TI
O N
A D A M
LA
C H R A D
IR
E C
TO
R
DE
SI
G
N
AN
D
CO
NS
TR
UC
TI
O N
DI
VI
SI
O
N
AL
M A
AR
M
O R
Y R
EN
O
VA
TI
O N
DE
PA
RT
M
EN
T
O F
M
IL
IT
AR
Y
AN
D
VE
TE
RA
NS
AF
FA
IR
S
S.
ST
AT
E
ST
.A
LM
A, M
IC
HI
GA
N
D E S
IG
N E D
D R A W N
C H E C K E D
A P P R O V E D
D A
TE
IS
SU
ED
FO
R P R E
LI
M
IN
A R Y
C O N S
TR
U C
TI
O N
F
IN
A L R E C O R D
ID
EN
TI
FI
C
AT
IO
N
N O
P R O
JE
C T
1/
5.
CA
K
IN
D E X
C O D E
S H
EE
T
DP
L
DP
L
DP
L
XX
X 1/
A0
WALL SCHEDULE
MARK DESCRIPTION WIDTH
UL
DESIGN
RATING
(IF REQ'D)
STC
RATING
PARTITION TYPE - 7/8" METAL HAT CHANNEL
F11 (1) LAYER GWB ON ONE SIDE ONLY, PARTITION HEIGHT TO UNDERSIDE OF
STRUCTURE UNLESS OTHERWISE INDICATED
1 1/2"
PARTITION TYPE - 3 5/8" METAL STUDS
M30 (1) LAYER GWB EA. SIDE, PARTITION HEIGHT TO UNDERSIDE OF
STRUCTURE UNLESS OTHERWISE INDICATED
4 7/8" U495 1 HR 45-49
M31 (1) LAYER GWB ON ONE SIDE ONLY, PARTITION HEIGHT TO UNDERSIDE OF
STRUCTURE UNLESS OTHERWISE INDICATED
4 1/4"
PARTITION TYPE - 6" METAL STUDS
M60 (1) LAYER GWB EA. SIDE, PARTITION HEIGHT TO UNDERSIDE OF
STRUCTURE UNLESS OTHERWISE INDICATED
7 1/4" U495 1 HR
M63 (1) LAYER GWB ON ONE SIDE ONLY, PARTITION HEIGHT TO UNDERSIDE OF
STRUCTURE UNLESS OTHERWISE INDICATED
9 5/8"
FD
FD
DN
DN
3' -4
2'
-1 1"
10 11 11
1/
2"
3"
4' -8
1/
4"
A. CONTRACTOR SHALL COORDINATE REMOVAL OF FLOORS, WALLS
AND CEILINGS WITH MECHANICAL, ELECTRICAL AND PLUMBING
TRADES. ALL POWER, MECHANICAL AND PLUMBING LINES SHALL
BE REMOVED BACK TO NEAREST MAIN BRANCH LINE OR PANEL.
B. CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION AND
EQUIPMENT NOTED TO REMAIN FROM DAMAGE RESULTING FROM
DEMOLITION ACTIVITIES. ANY DAMAGE TO EXISTING PROPERTY
RESULTING FROM DEMOLITION SHALL BE REPAIRED
IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.
C. CONTRACTOR SHALL PROTECT ADJACENT SURFACES IN
PREPARATION OF SAW CUTTING REQUIRED FOR DEMOLITION
ACTIVITIES.
GENERAL NOTES
ST
AT
E O
F M
IC
HI
GA
N
D E P A R
TM
E N T
O F
TE
C H N O
LO
G Y M A N A G E M E N T
A N D
B U D G E T
FA
C
IL
IT
IE
S
A N D
B U S
IN
E S S
S E R V
IC
E S
A D M
IN
IS
TR
A
TI
O N
A D A M
LA
C H R A D
IR
E C
TO
R
DE
SI
G
N
AN
D
CO
NS
TR
UC
TI
O N
DI
VI
SI
O
N
AL
M A
AR
M
O R
Y R
EN
O
VA
TI
O N
DE
PA
RT
M
EN
T
O F
M
IL
IT
AR
Y
AN
D
VE
TE
RA
NS
AF
FA
IR
S
S.
ST
AT
E
ST
.A
LM
A, M
IC
HI
GA
N
D E S
IG
N E D
D R A W N
C H E C K E D
A P P R O V E D
D A
TE
IS
SU
ED
FO
R P R E
LI
M
IN
A R Y
C O N S
TR
U C
TI
O N
F
IN
A L R E C O R D
ID
EN
TI
FI
C
AT
IO
N
N O
P R O
JE
C T
1/
5.
CA
K
IN
D E X
C O D E
S H
EE
T
DP
L
DP
L
DP
L
XX
X 1/
AD
1SCALE : 1/8" = 1'-0"
1 FIRST FLOOR DEMOLITION PLAN
1 REMOVE EXISTING FLOOR FINISH - PREPARE SLAB FOR NEW FLOOR
FINISH.
2 REMOVE PORTION OF WALL TO 7'-4" AFF. PREPARE FOR NEW DOOR
AND FRAME.
3 REMOVE EXISTING WINDOW SYSTEM AND STEEL COLUMNS.
PREPARE FOR CMU INFILL. SEE STRUCTURAL FOR ADDITIONAL
REQUIREMENTS.
4 REMOVE PORTION OF EXISTING WALL TO 10'-0" AFF
5 REMOVE EXISTING STOREFRONT SYSTEM. EXSTING CMU BACKUP
WALL TO REMAIN. PREPARE OPENING FOR NEW STOREFRONT.
6 REMOVE EXISTING UTILITY POLE, LIGHT FIXTURE AND, AND
ASSOCIATED WIRES AND HARDWARE.
7 REMOVE EXISTING DATA/TELEPHONE BOX. RELOCATE
UNDERGROUND TO ACCOMMODATE NEW ADDITION. SEE
ELECTRICAL FOR ADDITIONAL INFORMATION
8 REMOVE EXISTING HOSE BIB. RELOCATE TO EXTERIOR WALL OF
NEW ADDITION.
9 DEMO EXISTING WALL TO FOUNDATION - SHORE EXISTING ROOF
STRUCTURE AND PROTECT DURING CONSTRUCTION
10 DEMO EXISTING EXTERIOR DOOR
11 DEMO EXISTING OVERHEAD DOOR - SALVAGE FOR REUSE.
COORDINATE STORAGE WITH DTMB DURING RENOVATION.
12 COORDINATE DEMOLTION AT BUILDING TRANSITION. PROTECT
BRICK VENENEER.
13 TEMPORARILY REMOVE AND REATAIN FOR REPLACEMENT
PORTIONS OF EXISTING CEILING AND CEILING ELEMENTS AS
REQUIRED FOR ABOVE CEILING WORK.
14 REMOVE PORTION OF EXISTING WALL BELOW STOREFRONT
SYSTEM.
PLAN DEMO KEYNOTES
N
ST
AT
E O
F M
IC
HI
GA
N
D E P A R
TM
E N T
O F
TE
C H N O
LO
G Y M A N A G E M E N T
A N D
B U D G E T
FA
C
IL
IT
IE
S
A N D
B U S
IN
E S S
S E R V
IC
E S
A D M
IN
IS
TR
A
TI
O N
A D A M
LA
C H R A D
IR
E C
TO
R
DE
SI
G
N
AN
D
CO
NS
TR
UC
TI
O N
DI
VI
SI
O
N
AL
M A
AR
M
O R
Y R
EN
O
VA
TI
O N
DE
PA
RT
M
EN
T
O F
M
IL
IT
AR
Y
AN
D
VE
TE
RA
NS
AF
FA
IR
S
S.
ST
AT
E
ST
.A
LM
A, M
IC
HI
GA
N
D E S
IG
N E D
D R A W N
C H E C K E D
A P P R O V E D
D A
TE
IS
SU
ED
FO
R P R E
LI
M
IN
A R Y
C O N S
TR
U C
TI
O N
F
IN
A L R E C O R D
ID
EN
TI
FI
C
AT
IO
N
N O
P R O
JE
C T
1/
5.
CA
K
IN
D E X
C O D E
S H
EE
T De sig ne r Au tho r
Ch ec ke r
Ap pr ov er
1/
AD
3SCALE : 1/8" = 1'-0"
1 ROOF DEMOLITION PLAN
N
1 REMOVE EXISTING RTU. PREPARE EXISTING CURB TO BE CAPPED.
SEE SHEET A323
2 REMOVE EXISTING ROOF COPING. PROTECT EXISITNG ROOF
MEMBRANE DURING CONSTRUCTION. PREPARE FOR NEW ADDITION
ROOF CONNECTION.
3 REMOVE EXISTING COPING AND ASSOCIATED CONSTRUCTION.
PROTECT EXISTING ROOF MEMBRANE. PREPARE TOP OF WALL FOR
NEW PARAPET EXTENSION. SEE ARCHITECTURAL DETAILS FOR
ADDITIONAL INFORMATION.
4 REMOVE EXISTING WALL TO FOUNDATION - GC TO SHORE EXISITNG
ROOF STRUCTRE.
5 REMOVE EXISTING COPING - PROTECT EXISTING PARAPET
6 TEMPORARY REMOVE PORTION OF ROOF MEMBRANE. MAINTAIN
AND PROTECT FOR REUSE FOR FINAL ROOF SYSTEM. ADHERE TO
ALL EXISTING WARRANTY REQUIREMENTS DURING DEMOLITON,
PROTECTION, AND REAPPLICATION. GENERAL CONTRACTOR TO
DETERMINE EXTENTS OF ROOF MEMBRANE TO BE AFFECED.
ROOF DEMO KEYNOTES
1ST FLOOR - DOOR
0"
EXISTING ROOF BEARING
14' - 0"
17 18 18
1ST FLOOR - DOOR
0"
EXISTING ROOF BEARING
14' - 0"
A. CONTRACTOR SHALL COORDINATE REMOVAL OF FLOORS, WALLS
AND CEILINGS WITH MECHANICAL, ELECTRICAL AND PLUMBING
TRADES. ALL POWER, MECHANICAL AND PLUMBING LINES SHALL
BE REMOVED BACK TO NEAREST MAIN BRANCH LINE OR PANEL.
B. CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION AND
EQUIPMENT NOTED TO REMAIN FROM DAMAGE RESULTING FROM
DEMOLITION ACTIVITIES. ANY DAMAGE TO EXISTING PROPERTY
RESULTING FROM DEMOLITION SHALL BE REPAIRED
IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.
C. CONTRACTOR SHALL PROTECT ADJACENT SURFACES IN
PREPARATION OF SAW CUTTING REQUIRED FOR DEMOLITION
ACTIVITIES.
GENERAL NOTES
1ST FLOOR - DOOR
0"
ROOF
12' - 0"
19' - 6"10
3"
ST
AT
E O
F M
IC
HI
GA
N
D E P A R
TM
E N T
O F
TE
C H N O
LO
G Y M A N A G E M E N T
A N D
B U D G E T
FA
C
IL
IT
IE
S
A N D
B U S
IN
E S S
S E R V
IC
E S
A D M
IN
IS
TR
A
TI
O N
A D A M
LA
C H R A D
IR
E C
TO
R
DE
SI
G
N
AN
D
CO
NS
TR
UC
TI
O N
DI
VI
SI
O
N
AL
M A
AR
M
O R
Y R
EN
O
VA
TI
O N
DE
PA
RT
M
EN
T
O F
M
IL
IT
AR
Y
AN
D
VE
TE
RA
NS
AF
FA
IR
S
S.
ST
AT
E
ST
.A
LM
A, M
IC
HI
GA
N
D E S
IG
N E D
D R A W N
C H E C K E D
A P P R O V E D
D A
TE
IS
SU
ED
FO
R P R E
LI
M
IN
A R Y
C O N S
TR
U C
TI
O N
F
IN
A L R E C O R D
ID
EN
TI
FI
C
AT
IO
N
N O
P R O
JE
C T
1/
5.
CA
K
IN
D E X
C O D E
S H
EE
T
DP
L
DP
L
DP
L
XX
X 1/
AD
SCALE : 1/8" = 1'-0"
3 EXTERIOR ELEVATION - SOUTH
SCALE : 1/8" = 1'-0"
2 EXTERIOR ELEVATION - WEST
SCALE : 1/8" = 1'-0"
1 EAST ELEVATION DEMO
1 REMOVE WINDOW SYSTEM - PREPARE TO INFIL WITH NEW CMU
BLOCK. SEE STRUCTURAL FOR ADDITIONAL INFORMATION.
2 REMOVE WINDOW SYSTEM. EXISTING BACKUP WALL TO REMAIN.
PREPARE OPENING FOR NEW STOREFRONT SYSTEM
3 REMOVE PORTION OF EXISTING EXTERIO WALL
4 REMOVE EXISTING RTU. OPENING TO BE CAPPED. SEE MECHANICAL
FOR ADDITIONAL INFORMATION
5 REMOVE EXISTNG DATA/TELEPHONE BOX. REMOVE UNDERGROUND
AS REQUIRED FOR NEW ADDITION
6 REMOVE EXISTING UTILITY POLE, LIGHT FIXTURE, ANTENNA, AND
ASSOCIATED HARDWARE AND WIRES.
7 REMOVE EXISTING LIGHT FIXTURE AND CONDUIT
8 REMOVE EXISTING HOSE BIB. RELOCATE TO ACCOMMODATE NEW
ADDITION.
9 REMOVE EXISTING COPING AND ASSOCIATED CONSTRUCTION.
PROTECT EXISTING ROOF MEMBRANE. PREPARE FOR NEW
ADDITION ROOF CONNECTION.
10 REMOVE EXISTING COPING AND ASSOCIATED CONSTRUCTION.
PROTECT EXISTING ROOF MEMBRANE. PREPARE TOP OF WALL FOR
NEW PARAPET EXTENSION.
11 REMOVE EXISTING PEELED PAINT AND ALL CAULKING. PREPARE
SURFACE FOR NEW PAINT
12 REMOVE CAULK FROM COPING/FLASHING
13 REMOVE CAULK FROM FROM WINDOW TRIM AND FLASHING.
PREPARE AND PROTECT SURFACES FOR NEW PAINT ON ADJACENT
CONSTRUCTION.
14 REMOVE EXISTING ELECTRICAL MAST. PREPARE FOR NEW
PRIMARY SERVICE CONNECTION - SEE ELECTRICAL FOR MORE
INFORMATION.
15 REMOVE EXISTING COPING AND ASSOCIATED BLOCKING. PREPARE
FOR NEW COPING.
16 REMOVE EXISTING WALL. SHORE EXISTING ROOF STRUCTURE TO
REMAIN. PROTECT DURING CONSTRUCTION.
17 REMOVE EXISTING EXTERIOR DOOR
18 REMOVE EXISTING OVERHEAD DOOR, RETAIN FOR REUSE.
COORDINATE STORAGE WITH DTMB. PROTECT DURING
CONSTRUCTION.
KEYNOTES
DN
DN
DN
DN
A. REFER TO A003 FOR WALL TYPES, DETAILS, AND ADDITIONAL
INFORMATION.
B. REFER TO A102 SERIES DRAWINGS FOR REFLECTED CEILING
PLANS AND DETAILS.
C. REFER TO A141 SERIES DRAWINGS FOR FINISH PLANS,
SCHEDULES, AND DETAILS.
D. REFER TO A601 SERIES DRAWINGS FOR DOOR SCHEDULE,
WINDOW SCHEDULE, DETAILS, AND BASIS OF DESIGN.
E. ALL DOORS TO BE LOCATED 4" FROM DRYWALL ADJACENT WALL
UNLESS OTHERWISE NOTED.
F. ALIGN FACES OF MASONRY AND STUD WALLS INDICATED IN THE
SAME PLANE ON PLANS, U.O.N.
GENERAL NOTES
A201
A201 3
A2012
209 SF
CORRIDOR
117 69
SF
VE
ST
IB
UL
E
113 SF
TOILET
PHYSICAL TRAINING
W
OM
EN
'S
SH
OW
ER
LACATION
W
OM
EN
'S
RO
OM
M
EN
'S
RO
OM
MEN'S SHOWER
MECH OFFICE
PL
AT
OO
N
CO
UN
CI
L
CLASSROOM
M
EC
HA
NI
CA
L
DRILL HALL
RECRUIT
DLC
COMMANDER
1ST SEARGANT
READINESS
TRAINING
CLASSROOM
STORAGE
KITCHEN
OFFICE
STORAGE
JA
NI
TO
R
TO
IL
ET
STORAGE
OFFICE
UNIT UTILITY STORAGE
VEHICLE STORAGE
STATE MAINTENANCE
MAINTENANCE
BOILER ROOM
ST
AT
E M
AI
NT
EN
AN
CE
STORAGE
CORRIDOR
SC
UL
LE
RY
CORRIDOR
CO
RR
ID
OR
CO
RR
ID
OR
CL
OS
ET
9' - 0"
A321
A321
A102
143A
V.
I.F
143B
A323
W-1
W-2
126A 125
126B
126C
7 5/8"
46' - 4 1/4"
3' - 4" 2' - 8"
14' - 0"
2' - 4"
14' - 0"
1' - 4"
+/- 84' - 8"
5/
8" 8'
-1
3/ 4"
0" 9'
-0 5/
8"
-3
2' -8
A3223
A322
A322
ST
AT
E O
F M
IC
HI
GA
N
D E P A R
TM
E N T
O F
TE
C H N O
LO
G Y M A N A G E M E N T
A N D
B U D G E T
FA
C
IL
IT
IE
S
A N D
B U S
IN
E S S
S E R V
IC
E S
A D M
IN
IS
TR
A
TI
O N
A D A M
LA
C H R A D
IR
E C
TO
R
DE
SI
G
N
AN
D
CO
NS
TR
UC
TI
O N
DI
VI
SI
O
N
AL
M A
AR
M
O R
Y R
EN
O
VA
TI
O N
DE
PA
RT
M
EN
T
O F
M
IL
IT
AR
Y
AN
D
VE
TE
RA
NS
AF
FA
IR
S
S.
ST
AT
E
ST
.A
LM
A, M
IC
HI
GA
N
D E S
IG
N E D
D R A W N
C H E C K E D
A P P R O V E D
D A
TE
IS
SU
ED
FO
R P R E
LI
M
IN
A R Y
C O N S
TR
U C
TI
O N
F
IN
A L R E C O R D
ID
EN
TI
FI
C
AT
IO
N
N O
P R O
JE
C T
1/
5.
CA
K
IN
D E X
C O D E
S H
EE
T
DP
L
DP
L
DP
L
XX
X 1/
A1
01SCALE : 1/8" = 1'-0"
1 FIRST FLOOR PLAN
1 PATCH EXISTING WALL AS REQUIRED FOR NEW ELECTRICAL PANEL
2 NEW STOREFRONT SYSTEM
3 NEW HOLLOW METAL DOOR AND FRAME. INFILL WALL WITH SIMILAR
CONSTRUCTION TO ACCOMMODATE NEW DOOR.
4 66" TALL 6" PIPE BOLLARD FILLED WITH CONCRETE. PAINTED
'SAFETY YELLOW' - SEE STRUCTURAL
5 FACE OF NEW STRUCTURAL CMU WALL TO ALIGN WITH EXISTING
(DEMO'D) CMU WALL IN ORDER TO MAINTAIN EXISTING ROOF JOIST
BEARING CONDITION
KEYNOTES
UP
A321
A321
PHYSICAL TRAINING
W
OM
EN
'S
SH
OW
ER
LACATION
8"
1'
-0
5' - 5" 3' - 7" 8"
1' -5
6"
4"
9' - 0" 8"
M30
M30
M30
M30
M30
M31
M31
M30
143A
143B
F11
F11
F11
F11
3' - 10"
CLEAR
3' - 7"7'
-2
4' -2
6'
-1 0"
1' -0
6'
-1 0"
CL
EA
R 4'
-0
7' -4
1"
CL
EA
R 4'
-0
CLEAR
3' - 7"
A4212
A421
A421 43
(TYP)
M63
M60
W-2
A102
Sim
A102
Sim
A102
A102
A322
RECESSED
BRICK
ENLARGED
ELEVATION
TRAINING
CLASSROOM
5/8" DENSESHIELD
1/2" DENSESHIELD
WALL TILE
SHOWER ENCLOSURE
CAULK
CMU WALL
GROUT BEHIND TILE
WALL TILE
SHOWER ENCLOSURE
CAULK
SETTING BED
FLOOR TILE
SHOWER ENCLOSURE
CAULK
GROUT UNDER ENCLOSURE
3' - 6"
3' -1
1/ 2"
CURTAIN ROD
AND CURTAIN
SHOWER HEAD
ACRYLIC SHOWER
CLOTHES HOOKS
TILE WALLS, SEE
INTERIOR ELEVATIONS
PARTITION DOOR (P)
3' - 3 1/2"
3' - 6 5/8"
3' -7
3'
-4 5/
8"
ST
AT
E O
F M
IC
HI
GA
N
D E P A R
TM
E N T
O F
TE
C H N O
LO
G Y M A N A G E M E N T
A N D
B U D G E T
FA
C
IL
IT
IE
S
A N D
B U S
IN
E S S
S E R V
IC
E S
A D M
IN
IS
TR
A
TI
O N
A D A M
LA
C H R A D
IR
E C
TO
R
DE
SI
G
N
AN
D
CO
NS
TR
UC
TI
O N
DI
VI
SI
O
N
AL
M A
AR
M
O R
Y R
EN
O
VA
TI
O N
DE
PA
RT
M
EN
T
O F
M
IL
IT
AR
Y
AN
D
VE
TE
RA
NS
AF
FA
IR
S
S.
ST
AT
E
ST
.A
LM
A, M
IC
HI
GA
N
D E S
IG
N E D
D R A W N
C H E C K E D
A P P R O V E D
D A
TE
IS
SU
ED
FO
R P R E
LI
M
IN
A R Y
C O N S
TR
U C
TI
O N
F
IN
A L R E C O R D
ID
EN
TI
FI
C
AT
IO
N
N O
P R O
JE
C T
1/
5.
CA
K
IN
D E X
C O D E
S H
EE
T
DP
L
DP
L
DP
L
XX
X 1/
A1
1 PRE-MANUFACTURED SHOWER ENCLOSURE
2 WALL TILE ON CMU BLOCK WALL - TYPICAL ALL NEW BLOCK WALLS
3 ARCHITECTURAL MILLWORK - SEE INTERIOR ELEVATIONS
4 PATCH WALL AS REQUIRED FOR NEW ELECTRICAL PANEL
5 CORNER GUARD PER SCHEDULE
6 FLOOR DRAIN - SLOPE FLOOR AT 1/8":12". SEE PLUMBING.
FLOOR PLAN KEYNOTES
SCALE : 1/4" = 1'-0"
2 ENLARGED FLOOR PLAN
N SCALE : 1/4" = 1'-0"
1 BASEMENT PLAN
NSCALE : 3" = 1'-0"
3 SHOWER ENCLOSURE - MTL STUD WALL
SCALE : 3" = 1'-0"
4 SHOWER ENCLOSURE - CMU WALL
SCALE : 3" = 1'-0"
5 SHOWER ENCLOSURE - FLOOR
SCALE : 1/2" = 1'-0"
6 WOMEN'S SHOWER 143
A321
A321
A321
A322
A322
A322
1/ 8"
/1
0" 1/
1' -0
A323
1 3/16" / 1' - 0" 1 3/16" / 1' - 0"
ST
AT
E O
F M
IC
HI
GA
N
D E P A R
TM
E N T
O F
TE
C H N O
LO
G Y M A N A G E M E N T
A N D
B U D G E T
FA
C
IL
IT
IE
S
A N D
B U S
IN
E S S
S E R V
IC
E S
A D M
IN
IS
TR
A
TI
O N
A D A M
LA
C H R A D
IR
E C
TO
R
DE
SI
G
N
AN
D
CO
NS
TR
UC
TI
O N
DI
VI
SI
O
N
AL
M A
AR
M
O R
Y R
EN
O
VA
TI
O N
DE
PA
RT
M
EN
T
O F
M
IL
IT
AR
Y
AN
D
VE
TE
RA
NS
AF
FA
IR
S
S.
ST
AT
E
ST
.A
LM
A, M
IC
HI
GA
N
D E S
IG
N E D
D R A W N
C H E C K E D
A P P R O V E D
D A
TE
IS
SU
ED
FO
R P R E
LI
M
IN
A R Y
C O N S
TR
U C
TI
O N
F
IN
A L R E C O R D
ID
EN
TI
FI
C
AT
IO
N
N O
P R O
JE
C T
1/
5.
CA
K
IN
D E X
C O D E
S H
EE
T
RE
G
ML
T
RE
G
RE
G 1/
A1
03SCALE : 1/8" = 1'-0"
1 ROOF PLAN
N
1 SINGLE PLY EPDM ROOF MEMBRANE ON 5" POLYISOCANURATE
INSULATION ON METAL DECK.
2 TAPERED INSULATION AND SELF ADHERED FLASHING AT ROOF
CONNECTION. NEW ROOF MEMBRANE TO OVERLAP EXISTING.
3 PREFINISHED METAL COPING ON NEW PARAPET EXTENSION.
COPING TO MATCH ADJACENT EXISTING COPING. COORDINATE
PARAPET EXTENSION WITH EXISTNIG WALL BELOW.
4 TAPERED INSULATION. SLOPE 1/4" : 1'-0" TOWARDS PRIMARY ROOF
DRAIN.
7 PRIMARY AND SECONDARY ROOF DRAIN - SEE MECHANICAL
8 EXISTING MECHANICAL EQUIPMENT
9 RE-APPLY/PATCH AND REPAIR EXISTING ROOF MEMBRANE PER
WARRANTY REQUIREMENTS. CONTRACTOR TO VERIFY EXTENTS.
10 NEW GUTTER AND DOWNSPOUT.
ROOF PLAN KEYNOTES
SCALE : 1/8" = 1'-0"
2 ROOF - COLD STORAGE
N
ROOF WARRANTY NOTE:
UPON COMPLETION OF PROJECT, EXISTING ROOF WARRANTY TO
BE RE-CERTIFIED
EXIST
RB1
RB1
FT1
FT1
LVT1 LVT1
FT1
B1
B1 B1
BT1
P2
P2
B1
P2
B1
P1
WT1
B1
FT1
BT1
FT1
BT1
WT2
WT1
WT2
WALL TILE TRANSITION
WALL TILE TRANSITION
TOILET
CORRIDOR
VESTIBULE
LACATION
WOMEN'S ROOM
MEN'S ROOM
MEN'S SHOWER
W
OM
EN
'S
SH
OW
ER
PHYSICAL TRAINING
RECESSED
BRICK
ENLARGED
ELEVATION
FLOOR FINISH
WALL BASE FINISH
FLOOR FINISH ONLY
GENERAL WALL FINISH
WALL FINISH ABOVE WAINSCOT
WAINSCOT FINISH
WINDOW TREATMENT
SIGNAGE TAG
FINISH SYMBOL LEGEND
XX#
XX#
XX#
X#
X# X#
X#
ACCENT WALL FINISH - TO EXTENTS
X#
X#
FINISH HATCH LEGEND
CERAMIC TILE
LUXURY VINYL TILE
CARPET TILE
RUBBER FLOOR
GENERAL FINISH NOTES
A. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR
PREPARING AND INSTALLING FINISHES.
B. PROTECT ADJACENT WORK BY SUITABLY COVERING DURING
WORK.
C. REMOVE ADHESIVE OR PAINT SPOTS FROM FINISHED FLOORS,
WALLS, GLASS OR OTHER SURFACES. FINISHES TO MEET OR
EXCEED CODE REQUIREMENTS.
D. INSTALL MATERIALS USING MANUFACTURER'S APPROVED
ADHESIVES AND METHODS, U.O.N.
E. FILL MINOR DRYWALL IRREGULARITIES WITH SPACKLING
COMPOUND AND SAND TO A SMOOTH LEVEL SURFACE. EXERCISE
CARE TO AVOID RAISING THE NAP OF PAPER
F. DO NOT PERFORM PAINTING AND OTHER FINISHING WORK
UNDER CONDITIONS UNSUITABLE FOR EXECUTION OF PAINTING
WORK. AIR SHALL BE FREE FROM DUST AND DIRT TO PREVENT
LODGING OF FOREIGN MATTER IN FRESH PAINT. FLOORS MUST
BE BROOM CLEAN BEFORE PAINTING IS STARTED.
G. PAINT DESIGNATIONS INDICATE COLOR ONLY, REFER TO
SPECIFICATION FOR FINISH TYPE.
H. EDGES OF PAINT ADJOINING OTHER COLORS OR MATERIALS TO
BE SHARP AND CLEAN WITHOUT OVERLAP.
I. EXAMINE SURFACES TO RECEIVE PAINT CAREFULLY FOR
DEFECTS. DO NOT PROCEED WITH WORK UNTIL DEFECTS ARE
CORRECTED.
J. WHENEVER NECESSARY TO OBTAIN REQUIRED RESULTS,
REFINISH AN ENTIRE WALL RATHER THAN SPOT FINISHING
WHERE A PORTION OF THE FINISH HAS BEEN DAMAGED OR IS
UNSATISFACTORY.
K. PREPARE FLOOR SURFACES INCLUDING, BUT NOT LIMITED TO,
THE FOLLOWING:
A. PREPARE/PROPERLY REPAIR AND PATCH SUBFLOORS TO
A SMOOTH AND LEVEL FINISH.
B. FLASH PATCH AS REQUIRED, READY TO RECEIVE NEW
FINISH.
L. PROVIDE SELF LEVELING TROWELABLE UNDERLAYMENT WHERE
REQUIRED TO OBTAIN FINISH MANUFACTURER'S REQUIRED
SUBFLOOR CONDITION.
M. FOLLOW THE CARPET AND RUG INSTITUTE METHODS OF
INSTALLATION.
N. INSTALL TILE PER THE TILE COUNCIL OF NORTH AMERICA'S
INSTALLATION SPECIFICATIONS.
O. PROVIDE THE REQUIRED TRANSITIONS BASED ON TYPES
IDENTIFIED ON DRAWINGS AT EACH FINISH TRANSITION
LOCATION
P. CENTER FLOOR MATERIAL TRANSITIONS ON DOOR ABOVE.
Q. FINISHED FLOORS EXTEND INTO TOE SPACES, CLOSETS, DOOR
REVEALS AND SIMILAR OPENINGS.
R. REFER TO REFLECTED CEILING PLANS FOR CEILING FINISHES.
S. REFER TO ELEVATIONS FOR MILLWORK FINISHES.
A. SUSPENDED CEILING GRID SHALL BE LAID OUT SO THAT THE GRID
IS EQUALLY SPACED BETWEEN THE MOST REMOTE WALLS IN
EACH DIRECTION, U.O.N..
B. LAYOUT SHALL ENSURE THAT NO GRID SPACE OR TILE IS LESS
THAN 6" IN WIDTH.
C. ALL CEILING-MOUNTED ITEMS SHALL BE CUT AND LOCATED IN
THE CENTER OF THE ACOUSTICAL TILE UNLESS OTHERWISE
NOTED.
D. GYP. BD. BULKHEADS AND SOFFITS SHALL ALIGN WITH FINISH
FACE OF ADJACENT WALL(S).
E. ALL EXPOSED STRUCTURAL STEEL (INCLUDING STEEL DECKS)
AND MECHANICAL PIPING, EXCEPT SPIRAL DUCTS TO BE PAINTED,
P9 U. O. N., REFER TO BASIS OF DESIGN
F. GYP. BD. CEILING AND BULKHEADS TO BE PAINTED: P8 U.O.N.,
REFER TO BASIS OF DESIGN
GENERAL CEILING NOTES
LEGEND
2' x 2' SUSPENDED CEILING TILE
2' x 4' SUSPENDED CEILING TILE
GYPSUM BOARD CEILING/SOFFIT
OPEN TO DECK
NOTE: SEE OTHER DISCIPLINE DRAWINGS (E.G. MECHANICAL,
PLAUMBING AND ELECTRICAL DRAWINGS) FOR ASSOCIATED
SYSTEMS AND INFORMATION ABOUT SYMBOLS NOT INDICATED
IN THIS LEGEND.
10'-0"
EXIST
10'-0"
ACP1
10'-0"
GB1
10'-0"
ACP2
10'-0"
GB1
10'-0"
ACP1
7'-0"
7'-0"
P3
P3
P3
WOMEN'S SHOWER
LACATION
PHYSICAL TRAINING
064116 ARCHITECTURAL CABINETS
093000 TILE
095113 ACOUSTICAL PANEL CEILINGS
BASIS OF DESIGN
MANUFACTURER:
COLLECTION:
STYLE:
COLOR:
TOE:
GROUT:
NOTE:
BT1: CERAMIC WALL BASE; 6" X 24" X 9mm
FLORIUM USA
STRATOS
NA
CORDA
COVE
TEC; EPOXY, 932 MOCHA, WIDTH>
MATCH EXISTING RESTROOM FINISHES
MANUFACTURER:
COLLECTION:
STYLE:
COLOR:
GROUT:
NOTE:
FT1: CERAMIC FLOOR TILE: 12" X 12" X 9mm
FLORIM USA
STRATOS
QUARTER TURN
CORDA
TEC; EPOXY, 932 MOCHA, WIDTH>
NA
MANUFACTURER:
COLLECTION:
STYLE:
COLOR:
GROUT:
NOTE:
WT1: CERAMIC WALL TILE: 6" X 24" X 9mm
FLORIUM USA
STRATOS
1/2 RUNNING BOND
AVORIO
TEC; EPOXY, 932 MOCHA, WIDTH>
NA
MANUFACTURER:
STYLE:
COLOR:
EDGE:
GRID:
NOTE:
ACP1: ACOUSTICAL CEILING TILE; 2' X 4'
ARMSTRONG
PRELUDE
#1774
TEGULAR
TEGULAR, 15/16", WHITE
VERIFY TO MATCH EXISTING
MANUFACTURER:
STYLE:
FINISH:
NOTE:
HW1: SHELF SUPPORT; 15 X 21
HAFELE
RIGID BRACKET
PREFINISHED
COLOR TO BE BLACK OR SIMILAR
MANUFACTURER:
COLLECTION:
STYLE:
COLOR:
GROUT:
NOTE:
WT2: CERAMIC WALL TILE: 12" X 24" X 9mm
FLORIUM USA
STRATOS
NA
CORDA
TEC; EPOXY, 932 MOCHA, WIDTH>
NA
122413 ROLLER WINDOW SHADES
102600 WALL AND DOOR CORNER GUARD
MANUFACTURER:
COLLECTION:
STYLE:
COLOR:
NOTE:
CG1: TILE CORNER TRIM CORNER GUARD; FULL HEIGHT
SCHLUTER OR EQUAL
WALL
QUADEC
BRUSHED NICKEL ANODIZED
NA
123661.13 PLASTIC LAMINATE COUNTERTOP
MANUFACTURER:
STYLE:
OPERATION:
FABRIC 1:
FABRIC 2:
FASCIA:
NOTE:
W1: SINGLE ROLLER WINDOW SHADE;
MECHO
TBD
MANUAL
10% OPENNESS
NA
CLEAR ANNODIZED
123661.16 SOLID SURFACE COUNTERTOPS
MANUFACTURER:
COLLECTION:
STYLE:
FINISH:
NOTE:
PL2: PLASTIC LAMINATE
TBD
TBD
TBD
TBD
MATCH EXISTING BATHROOM SINKS
MANUFACTURER:
COLLECTION:
STYLE:
FINISH:
NOTE:
SS1: SOLID SURFACE;
TBD
TBD
TBD
TBD
MATCH EXISTING BATHROOM SINKS
MANUFACTURER:
STYLE:
FINISH:
NOTE:
HW2: WIRE PULL; 2-7/8"
MOCKET
DP57A
STAINLESS STEEL
NA
MANUFACTURER:
COLLECTION:
STYLE:
COLOR:
NOTE:
CG2: INTEGRAL CORNER GUARD; TO 60" A.F.F.
TBD
TBD
TAPE ON
MATCH WALL COLOR
RIGID VINYL
MANUFACTURER:
STYLE:
FINISH:
NOTE:
PL1: PLASTIC LAMINATE
CUSTOM MILLWORK
FLAT PANEL
TBD
MANUFACTURER STANDARD LAMINATE
096513 RESILIENT BASE
098433 INTERIOR PAINT
MANUFACTURER:
STYLE:
COLOR:
TOE STYLE:
NOTE:
B1: RESILIENT VINYL WALL BASE; 4" H.
TBD
TBD
TBD
COVE
NA
096516 RESILIENT FLOORING
MANUFACTURER:
STYLE:
COLOR:
NOTE:
RF1: RESILIENT VINYL SHEET FLOORING;
SHAW CONTRACT
UNCOMMON GROUND 6
#0188V
ASHLAR
MANUFACTURER:
COLOR:
FINISH:
NOTE:
P1: INTERIOR - EPOXY PAINT
SHERWIN WILLIAMS
TO MATCH EXISTING
EGGSHELL
WALL
MANUFACTURER:
COLOR:
FINISH:
NOTE:
P4: DOOR FRAME
SHERWIN WILLIAMS
TO MATCH EXISTING
SEMI-GLOSS
ACRYLIC LATEX
MANUFACTURER:
COLOR:
FINISH:
NOTE:
P5: DOOR
SHERWIN WILLIAMS
TO MATCH EXISTING
SEMI-GLOSS
ACRYLIC LATEX
096516.33 RUBBER SHEET FLOORING
RF: RUBBER FLOORING
MANUFACTURER: NORA
STYLE: TO MATCH EXISTING
COLOR: TO MATCH EXISTING
NOTE: NA
MANUFACTURER:
COLOR:
FINISH:
NOTE:
P2: INTERIOR - LATEX
SHERWIN WILLIAMS
TO MATCH EXISTING
EGGSHELL
WALL
MANUFACTURER:
COLOR:
FINISH:
NOTE:
P3: INTERIOR - DRYFALL
SHERWIN WILLIAMS
TO MATCH EXISTING
MATTE
WALL
MANUFACTURER:
STYLE:
COLOR:
EDGE:
GRID:
NOTE:
ACP2: ACOUSTICAL CEILING TILE; 2' X 4'
ARMSTRONG
VINYL PRELUDE
#1774
TEGULAR
TEGULAR, 15/16", WHITE
VERIFY TO MATCH EXISTING
MANUFACTURER:
COLOR:
FINISH:
NOTE:
P6: EXTERIOR MASONRY - EXTERIOR ACRYLIC LATEX (LATITUDE)
SHERWIN WILLIAMS
TO MATCH EXISTING
SEMI-GLOSS
PROVIDE SHERWIN WILLIAMS LOXON PRIMER/SEALER
ST
AT
E O
F M
IC
HI
GA
N
D E P A R
TM
E N T
O F
TE
C H N O
LO
G Y M A N A G E M E N T
A N D
B U D G E T
FA
C
IL
IT
IE
S
A N D
B U S
IN
E S S
S E R V
IC
E S
A D M
IN
IS
TR
A
TI
O N
A D A M
LA
C H R A D
IR
E C
TO
R
DE
SI
G
N
AN
D
CO
NS
TR
UC
TI
O N
DI
VI
SI
O
N
AL
M A
AR
M
O R
Y R
EN
O
VA
TI
O N
DE
PA
RT
M
EN
T
O F
M
IL
IT
AR
Y
AN
D
VE
TE
RA
NS
AF
FA
IR
S
S.
ST
AT
E
ST
.A
LM
A, M
IC
HI
GA
N
D E S
IG
N E D
D R A W N
C H E C K E D
A P P R O V E D
D A
TE
IS
SU
ED
FO
R P R E
LI
M
IN
A R Y
C O N S
TR
U C
TI
O N
F
IN
A L R E C O R D
ID
EN
TI
FI
C
AT
IO
N
N O
P R O
JE
C T
1/
5.
CA
K
IN
D E X
C O D E
S H
EE
T
DP
L
DP
L
DP
L
XX
X 1/
A1
SCALE : 1/8" = 1'-0"
1 FIRST FLOOR FINISH PLAN
#KEYNOTES
NSCALE : 1/4" = 1'-0"
2 ENLARGED CEILING PLAN
ROOF
12' - 0"
A321
A321
A323
EJ EJ EJ EJ
1ST FLOOR - DOOR
0"
ROOF
12' - 0"
A322
A322
A322
EXISTING ROOF BEARING
14' - 0"
14 1415
16 16
CJ CJ
22' - 6"22' - 6"
19 1919
1ST FLOOR - DOOR
0"
ROOF
12' - 0"
EXISTING ROOF BEARING
14' - 0"
CJ
2' - 0"
A. REFER TO A600 SERIES FOR WINDOW SCHEDULE AND DETAILS
B. REFER TO MECHANICAL DRAWINGS FOR LOUVERS, COORDINATE
LOUVER LOCATIONS WITH ARCHITECT WHEN ABOVE WINDOWS
OR DOORS AND WITHIN METAL WALL PANEL SYSTEM FOR
ALIGNING WITH PANEL SEAMS.
C. GEN NOTE THREE.
D. GEN NOTE FOUR.
E. GEN NOTE FIVE.
GENERAL NOTESEXTERIOR MATERIAL SCHEDULE
MANUFACTURER MODEL #DESCRIPTION NOTES
MATCH STAIR ADDITION MATCH STAIR ADDITIONBRICK VENEER
GRAND BLANC CEMENT PRODUCTS BURNISHED
COLOR
MATCH STAIR ADDITION
TBDCMU VENEER
SHERWIN WILLIAMS LOXON PRIMER/SEALER -EXTERIOR PAINT - PRIMER
- - PRE-FINISHED PAINTED - MATCH EXISTING TRIMPRE FINISHED TRIM
TUBELITE T24650ALUMINUM STOREFRONT (PT) FACTORY FINISHED PAINTPRE-FINISHED PAINTED - MATCH EXISTING TRIM
- EPOXYBOLLARD 6" STEEL BOLLARD - CONCRETE FILLEDSAFETY YELLOW
SHERWIN WILLIAMS LATITUDE EXTERIOR ACRYLIC CUSTOM COLOR MATCH (EXISTING)EXTERIOR PAINT - FINISH COATS
TUBELITE T14000ALUMINUM STOREFRONT (OFFICE) FACTORY FINISHED PAINTPRE-FINISHED PAINTED - MATCH EXISTING TRIM
4" CORED UNITS
ST
AT
E O
F M
IC
HI
GA
N
D E P A R
TM
E N T
O F
TE
C H N O
LO
G Y M A N A G E M E N T
A N D
B U D G E T
FA
C
IL
IT
IE
S
A N D
B U S
IN
E S S
S E R V
IC
E S
A D M
IN
IS
TR
A
TI
O N
A D A M
LA
C H R A D
IR
E C
TO
R
DE
SI
G
N
AN
D
CO
NS
TR
UC
TI
O N
DI
VI
SI
O
N
AL
M A
AR
M
O R
Y R
EN
O
VA
TI
O N
DE
PA
RT
M
EN
T
O F
M
IL
IT
AR
Y
AN
D
VE
TE
RA
NS
AF
FA
IR
S
S.
ST
AT
E
ST
.A
LM
A, M
IC
HI
GA
N
D E S
IG
N E D
D R A W N
C H E C K E D
A P P R O V E D
D A
TE
IS
SU
ED
FO
R P R E
LI
M
IN
A R Y
C O N S
TR
U C
TI
O N
F
IN
A L R E C O R D
ID
EN
TI
FI
C
AT
IO
N
N O
P R O
JE
C T
1/
5.
CA
K
IN
D E X
C O D E
S H
EE
T
DP
L
DP
L
DP
L
XX
X 1/
A2
01SCALE : 1/8" = 1'-0"
2 EXTERIOR ELEVATION - EAST
SCALE : 1/8" = 1'-0"
4 EXTERIOR ELEVATION - SOUTH
SCALE : 1/8" = 1'-0"
3 EXTERIOR ELEVATION - WEST
1 BRICK VENEER TO MATCH EXISTNG
2 TOOTH IN NEW BRICK WITH EXISTING
3 NEW STORFRONT GLAZING SYSTEM - VERIFY EXISTING OPENING
PRIOR TO ORDERING.
4 PREFINISHED METAL COPING TO MATCH EXISTING
5 NEW LIGHT FIXTURE - SEE ELECTRICAL
7 RELOCATED HOSE BIB - SEE PLUMBING
8 POURED CONCRETE FOUNDATION AND FOOTING - SEE
STRUCTURAL
9 RELOCATED DATA/TELEPHONE BOX
10 NEW PAINT FINISH ON EXISTING SIDING. PROTECT ADJACENT
SURFACES NOT TO RECIEVE PAINT FROM OVERSPRAY, DRIPS, AND
SPILLS.
11 NEW CAULK AT ALL PENETRATIONS AND FLASHING. - TYPICAL ALL
AREAS TO RECEIVE PAINT
12 NEW UNDERGROUND PRIMARY SERVICE - SEE ELECTRICAL
13 BRICK VENEER ROW LOCK COURSE EVERY 6TH COURSE. ALIGN
WITH EXISTING ROW LOCK.
14 66" TALL 6" PIPE BOLLARD FILLED WITH CONCRETE. PAINTED
'SAFETY YELLOW' - SEE STRUCTURAL
15 INSULATED HOLLOW METAL DOOR
16 SALVAGED INSULATED OVERHEAD DOOR
17 INTEGRAL COLOR 4" CMU VENEER
18 MODIFIED EXISTING FOUNDAITON - SEE STRUCTURAL
19 POURED CONCRETE APRON - SEE STRUCTURAL
20 NEW GUTTER AND DOWNSPOUT
21 RECESSED BRICK VENEER TO MATCH EXISTING
KEYNOTES
SCALE : 1/8" = 1'-0"
1 COLD STORAGE BLDG. EXTERIOR ELEVATION - EAST
ROOF
12' - 0"
A321
POURED CONCRETE FOUNDATION
AND FOOTING - SEE STRUCTURAL
BRICK VENEER ON 2" AIR
SPACE ON 3" RIGID INSULATION
ON 8" CMU BLOCK WALL
STEEL ROOF FRAMNG - SEE STRUCTURAL
WALL TILE ON
CMU BLOCK WALL
5/8" GYPSUM ON
METAL FURING
FLOOR TILE ON POURED
CONCRETE FLOOR
5/8" GYPSUM ON 3 5/8"
METAL STUD WALL
GYPSUM ON GALV
METAL STUD
FRAMING AT 16" O.C.
ACOUSTICAL TILE CILING
INFIL VENEER CAVITY
WITH 4" CMU BLOCK.
GROUT SOLID
INFILL EXISTING OPENING
W/ 8" CMU BLOCK. GROUT
SOLID - SEE STRUCTURAL
EXISTING CEILING
EXTEND/PATCH EXISTING
WALL FINISH WHERE VISIBLE
GROUT FIRST COURSE
BELOW GRADE SOLID
PRE-FINISHED METAL COPING -
MATCH EXISTING PROFILE
EPDM ROOF MEMBRANE ON 5"
POLYISOCANURATE INSULATION
ON METAL ROOF DECK
EXISTING ROOF
CONSTRUCTION
EXISTING WALL
CONSTRUCTION
EXISTING ROOF STRUCTURE
EXISTING FLOOR
CONSTRUCTION
TILE ON 1/2"
DENSESHIELD BACKER
BOARD ON 3 5/8"
METAL STUD WALL
BRICK VENEER ROW LOCK
COURSE EVERY 6TH
COURSE - MATCH EXISTING
ROW LOCK ELEVATIONS
3" 1'
-1
3" 1'
-1
3" 1'
-1
3" 1'
-1
3" 1'
-1
3" 1'
-1
3" 1'
-1
3" 1'
-1
3"
2' - 0"
3" R-15 RIGID PERIMETER
INSULATION
WOMEN'S SHOWER
WOMEN'S SHOWER
A322
1ST FLOOR - DOOR
0"
ROOF
12' - 0"
POURED CONCRETE FOUNDATION
AND FOOTING - SEE STRUCTURAL
BRICK VENEER ON 2" AIR
SPACE ON 3" RIGID INSULATION
ON 8" CMU BLOCK WALL
STEEL ROOF FRAMNG -
SEE STRUCTURAL
STEEL BEAM - SEE STRUCTURAL
EXISTING CEILING
GROUT FIRST COURSE
BELOW GRADE SOLID
PRE-FINISHED METAL COPING -
MATCH EXISTING PROFILE
EPDM ROOF MEMBRANE ON 5"
POLYISOCANURATE INSULATION
ON METAL ROOF DECK
EXISTING ROOF
CONSTRUCTION
POURED CONCRETE
FLOOR - MATCH EXISTING
FLOOR ELEVATION
EXISTING FLOOR
CONSTRUCTION
A323
ALUMINUM
STOREFRONT SYSTEM
LINTEL - SEE STRUCTURAL
6' -8
2'
-8
WRAP BEAM AND EXISTING
CONSTRUCTION IN 5/8"
DRYWALL. PROVIDE METAL
STUD FRAMING AND
FURRING AS REQUIRED
NEW SLAB TO BEAR ON
EXISTING FOUNDATION
AT OPENING
A321
3" 1'
-1
3" 1'
-1
3" 1'
-1
3" 1'
-1
3" 1'
-1
3" 1'
-1
3" 1'
-1
3" 1'
-1
3"
BRICK VENEER RO LOCK
COURSE EVERY 6TH
COURSE - MATCH EXISTING
ROW LOCK ELEVATIONS
3" R-15 RIGID PERIMETER
INSULATION
2' - 0"
ROOF
12' - 0"
PRE-FINISHED METAL
COPING W/ INTEGRAL
DRIP EDGE ON
CONTINUOUS CLEAT
EPDM ROOF MEMBRANE ON 5"
POLYISOCANURATE INSULATION
ON METAL ROOF DECK. WRAP
MEMBRANE UP PARAPET
1/2" SHEATING
GROUT 3
COURSES SOLID
EXISTING WALL CONSTRUCTION
REMOVE EXISTING COPING AND
ASSOCIATED BLOCKING AND
COMPONENTS
EXISTING ROOF
CONSTRUCTION
AIR SPACE
3" RIGID INSULATION
AIR BARRIER
FLASHING W/ DRIP EDGE
WEEPS AT 24" O.C.
PERIMETER ANGLE -
SEE STRUCTURAL
STEEL BEAM - SEE STRUCTURAL
SELF ADHERED FLASHING
BRICK VENEER TO
MATCH EXISTING
M
IN8"
3 5/8" METAL STUD FRAMING
AT 16" O.C. - FILL CAVITY W/
BATT INSULATION
1/2" PLYWOOD
CLIP ANGLE - ATTACHE TO
PERIMTER ANGLE
METAL STUD BRACING
PT BLOCKING AND
SHEATHING
PT BLOCKING
SLOPE
EX
IS
TI
NG
M
AT
CH
MATCH EXISTING
COPING PROFILE
ROOF
12' - 0"
INFILL EXISTING OPEING
WITH CMU. GROUT SOLID
EXISTNG WALL CONSTRUCTION
AND STEEL BEAM
STEEL BEAM - SEE
STRUCTURAL FOR BEARING
INFORMATION
EXSTING ROOF JOIST AND
BEARING
EXSISTING SLOPED
INSULATION AND ROOF
CONSTRUCTION
EXSTING EPDM ROOF -
PROTECT DURING
CONSTRUCTION. MODIFY PER
WARRANTY REQUIREMENTS
SELF ADHERED
MEMBRANE FLASHING
PT BLOCKING
PF METAL COPING W/
INTEGRAL DRIP EDGE AND
CONTINUOUS CLEAT
COUNTER SUNK ANCHOR
BOLT AT 24" O.C.
EPDM ROOF MEMBRANE ON 5"
POLYISOCANURATE
INSULATION ON METAL ROOF
DECK. MAKE MEMBRANE
CONTINUOUS OVER PARAPET
ROOF
12' - 0"
SLOPE
EX
IS
TI
NG
M
AT
CH
PRE-FINISHED METAL
COPING W/ INTEGRAL
DRIP EDGE ON
CONTINUOUS CLEAT
EPDM ROOF MEMBRANE ON 5"
POLYISOCANURATE INSULATION
ON METAL ROOF DECK. WRAP
MEMBRANE UP PARAPET
2" AIR SPACE
3" RIGID INSULATION
FLUID APPLIED DAMP
PROOFING
WEEPS AT 24" O.C.
STEEL BEAM - SEE STRUCTURAL
BRICK VENEER TO
MATCH EXISTING
MATCH EXISTING
COPING PROFILE
PT BLOCKING AND
SHEATHING
BEAM POCKET, PLATE, AND
ANCHOR - SEE STRUCTURAL
ANCHOR AT 24" O.C.
ANCHOR BOLT AT 24" O.C.
GROUT TOP COURSE SOLID
ST
AT
E O
F M
IC
HI
GA
N
D E P A R
TM
E N T
O F
TE
C H N O
LO
G Y M A N A G E M E N T
A N D
B U D G E T
FA
C
IL
IT
IE
S
A N D
B U S
IN
E S S
S E R V
IC
E S
A D M
IN
IS
TR
A
TI
O N
A D A M
LA
C H R A D
IR
E C
TO
R
DE
SI
G
N
AN
D
CO
NS
TR
UC
TI
O N
DI
VI
SI
O
N
AL
M A
AR
M
O R
Y R
EN
O
VA
TI
O N
DE
PA
RT
M
EN
T
O F
M
IL
IT
AR
Y
AN
D
VE
TE
RA
NS
AF
FA
IR
S
S.
ST
AT
E
ST
.A
LM
A, M
IC
HI
GA
N
D E S
IG
N E D
D R A W N
C H E C K E D
A P P R O V E D
D A
TE
IS
SU
ED
FO
R P R E
LI
M
IN
A R Y
C O N S
TR
U C
TI
O N
F
IN
A L R E C O R D
ID
EN
TI
FI
C
AT
IO
N
N O
P R O
JE
C T
1/
5.
CA
K
IN
D E X
C O D E
S H
EE
T
DP
L
DP
L
DP
L
XX
X 1/
A3
21SCALE : 3/4" = 1'-0"
1 ADDITION SHOWER SECTION
SCALE : 3/4" = 1'-0"
2 ADDITION - PT SECTION
SCALE : 1 1/2" = 1'-0"
3 ADDITION PARAPET SECTION
SCALE : 1 1/2" = 1'-0"
4 EXISTING ROOF DETAIL
SCALE : 1 1/2" = 1'-0"
5 TYPICAL COPING DETAIL
EXISTING ROOF BEARING
14' - 0"
WRAP ROOF MEMBRANE
OVER PARAPET
EXISTING ROOF SYSTEM
AND STRUCTURE
PRE-FINISHED METAL
COPING W/ INTEGRAL
DRIP EDGE
4" CMU VENEER ON 2" AIR
SPACE ON 3" R-15 RIGID
INSULATION ON FLUID
APPLIED WDAMP PROOFING
ON 8" CMU
ADJUSTABLE TIES AT
24" O.C. EACH WAY
GROUT SOLID
BELOW GRADE
WEEP AT 24" O.C.
WEEP AT 24" O.C.
A323
A323
FOUNDATION PER
STRUCTURAL
EXISTING FOUNDATION
EXISTING CONCRETE SLAB GROUT FIRST
COURSE SOLID
EXISTING ROOF JOIST -
BEARING HEIGHT AND
JOIST SEAT TO REMAIN
MOTOR POOL
PAVING - SEE CIVIL
0"
EXISTING ROOF BEARING
14' - 0"
WRAP ROOF MEMBRANE
OVER PARAPET
EXISTING ROOF SYSTEM
AND STRUCTURE
PRE-FINISHED METAL
COPING W/ INTEGRAL
DRIP EDGE
4" CMU VENEER ON 2" AIR
SPACE ON 3" R-15 RIGID
INSULATION ON FLUID APPLIED
WDAMP PROOFING ON 8" CMU
ADJUSTABLE TIES AT
24" O.C. EACH WAY
WEEP AT 24" O.C.
FOUNDATION PER
STRUCTURAL
EXISTING FOUNDATION
EXISTING
CONCRETE SLAB
CONCRETE APRON -
PER STRUCTURAL
LOOSE LINTEL SYSTEM - SEE STRUCTURAL
WEEP AT 24" O.C.
MASONRY LINTEL -
SEE STRUCTURAL
EXISTING ROOF
JOIST - BEARING
HEIGHT AND JOIST
SEAT TO REMAIN
OVERHEAD DOOR
AND TRACK SYSTEM
P.T. BLOCKING -
AS REQUIRED
1/4"x14" HOT DIPPED GALVANIZED STEEL
PLATE - FULL LENGTH OF OPENING.
SECURE W/ 1/2" EXPANSION ANCHORS, MIN
3" EMBEDMENT AT 24" O.C.
OVERHEAD DOORS
A323
A323
EXISTING ROOF BEARING
14' - 0"
WRAP ROOF MEMBRANE
OVER PARAPET
EXISTING ROOF SYSTEM
AND STRUCTURE
PRE-FINISHED METAL
COPING W/ INTEGRAL
DRIP EDGE
4" CMU VENEER ON 2" AIR
SPACE ON 3" R-15 RIGID
INSULATION ON FLUID APPLIED
WDAMP PROOFING ON 8" CMU
ADJUSTABLE TIES AT
24" O.C. EACH WAY
WEEP AT 24" O.C.
FOUNDATION PER
STRUCTURAL
EXISTING FOUNDATION
EXISTING
CONCRETE SLAB
CONCRETE APRON -
PER STRUCTURAL
LOOSE LINTEL SYSTEM - SEE STRUCTURAL
WEEP AT 24" O.C.
MASONRY LINTEL -
SEE STRUCTURAL
EXISTING ROOF
JOIST - BEARING
HEIGHT AND JOIST
SEAT TO REMAIN
1/4"x14" HOT DIPPED GALVANIZED STEEL
PLATE - FULL LENGTH OF OPENING.
SECURE W/ 1/2" EXPANSION ANCHORS, MIN
3" EMBEDMENT AT 24" O.C.
A323
A323
INSULATED HOLLOW
METAL DOOR AND FRAME
7' -4
A323
1ST FLOOR - DOOR
0"
ROOF
12' - 0"
POURED CONCRETE FOUNDATION
AND FOOTING - SEE STRUCTURAL
BRICK VENEER ON 2" AIR
SPACE ON 3" RIGID
INSULATION ON 8" CMU
BLOCK WALL
STEEL ROOF FRAMNG - SEE
STRUCTURAL
WALL TILE ON
CMU BLOCK WALL
FLOOR TILE ON POURED
CONCRETE FLOOR
GYPSUM ON GALV
METAL STUD
FRAMING AT 16" O.C.
GROUT FIRST COURSE
BELOW GRADE SOLID
PRE-FINISHED METAL
COPING - MATCH EXISTING
PROFILE
BRICK VENEER ROW LOCK
COURSE EVERY 6TH
COURSE - MATCH EXISTING
ROW LOCK ELEVATIONS
3" 1'
-1
3" 1'
-1
3" 1'
-1
3" 1'
-1
3" 1'
-1
3" 1'
-1
3" 1'
-1
3" 1'
-1
3"
3" R-15 RIGID PERIMETER
INSULATION
2' -8
1"
A322
A322
A321
A321
WEEPS
FLASHING
WEEPS
FLASHING
MORTAR NET
ST
AT
E O
F M
IC
HI
GA
N
D E P A R
TM
E N T
O F
TE
C H N O
LO
G Y M A N A G E M E N T
A N D
B U D G E T
FA
C
IL
IT
IE
S
A N D
B U S
IN
E S S
S E R V
IC
E S
A D M
IN
IS
TR
A
TI
O N
A D A M
LA
C H R A D
IR
E C
TO
R
DE
SI
G
N
AN
D
CO
NS
TR
UC
TI
O N
DI
VI
SI
O
N
AL
M A
AR
M
O R
Y R
EN
O
VA
TI
O N
DE
PA
RT
M
EN
T
O F
M
IL
IT
AR
Y
AN
D
VE
TE
RA
NS
AF
FA
IR
S
S.
ST
AT
E
ST
.A
LM
A, M
IC
HI
GA
N
D E S
IG
N E D
D R A W N
C H E C K E D
A P P R O V E D
D A
TE
IS
SU
ED
FO
R P R E
LI
M
IN
A R Y
C O N S
TR
U C
TI
O N
F
IN
A L R E C O R D
ID
EN
TI
FI
C
AT
IO
N
N O
P R O
JE
C T
1/
5.
CA
K
IN
D E X
C O D E
S H
EE
T
DP
L
DP
L
DP
L
XX
X 1/
A3
22SCALE : 3/4" = 1'-0"
1 CMU WALL…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .