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18
"
TELEPHONE
WALL JACKS
48
" M
AX
.
48
" M
AX
.
48
"
HVAC CONTROLS
PUSH BUTTON
KEY SWITCH or
FORWARD APPROACH
ST
D.
18
" FIN.FLR.LINE
DUPLEX OUTLET
4" MIN.
FIN.FLR.LINE
PARALLEL APPROACH
FIN.FLR.LINE
PUSH BUTTON
FIN.FLR.LINE
KEY SWITCH or
WALL
COORDINATE WITH SCHEDULE
DOOR DESIGNATION
KEY NOTE DESIGNATION NUMBER -
COORDINATE WITH PLAN NOTES
COORDINATE WITH PLAN NOTES
EQUIPMENT DESIGNATION NUMBER -
ADDENDUM DESIGNATION NUMBER
BULLETIN DESIGNATION NUMBER
BLOCKING/ROUGH LUMBER
BATT/LOOSE INSULATION
ACOUSTICAL CEILING
FINISHED WOOD
GYPSUM WALLBOARD
PARTICLE BOARD
WALL TYPE DESIGNATION NUMBER -
SHEET REFERENCE FOR DRAWING CONTINUATION
PLYWOOD
MASONRY
GLASS
CONCRETE
48
"
or DIMMER
LIGHT SWITCH
4'-0
"
DESK
MATCH LINE
REF: A3
17
1
1
12
FIN.FLR.LINE
1
XX
XX
SW. SWITCH
UNLESS NOTED OTHERWISE
TONGUE AND GROOVE
VINYL COMPOSITION TILE
WELDED WIRE FABRICW.W.F.
U/C UNDERCUT
WIDE
VINYL BASE
VERTICAL
VERIFY IN FIELD
WAINSCOT
WATER CLOSET
WEIGHT
WOOD WINDOW
W.
W.C.
WD.WIN.
WT.
WAINS.
VERT.
V.C.T.
V.I.F.
U.N.O.
V.B.
SYMMETRICAL
TREAD
THICK, THICKNESS
THRESHOLD
TERRAZZO
TELEPHONE
TOP AND BOTTOM
TYPICAL
TOP OF STEEL
THRES.
TYP.
T.O.S.
THK.
T&G
T&B
TERR.
TEL.
SYM.
T.
MISCELLANEOUS IRON
POUNDS PER SQUARE FOOT
PROJECT, PROJECTION
REINFORCED, REINFORCING
REFLECTED CEILING PLAN
R.B. RUBBER BASE
SAN. SANITARY
SCHEDULE
SHEET
STORAGE
STRUCTURAL
STANDARD
SERVICE SINK
SPECIFICATION
STEEL
SIMILAR
SUSPENDED
STRUCT.
SUSP.
STL.
STOR.
STD.
SIM.
SPEC.
S.S.
SCHED.
SHT.
ROOF CONDUCTOR
RUBBER FLOORING
ROOF SUMP
ROOM
REQUIRED
ROOFING
ROOF DRAIN
RUBBER TILE
R.S.
R.T.
REQ'D.
RFG.
RM.
R.D.
REINF.
R.F.
R.C.P.
R.C.
PLATE GLASS
PLATE STEEL
PLASTIC LAMINATE
PREFABRICATED
PAINT, POINT
RISER
PLASTER
RETURN AIR
PROJ.
R.
R.A.
P.S.F.
PT.
PREFAB.
P.LAM
PLAS.
PL.G.
PL.S.
MEZZANINE
OUTSIDE DIAMETER
NOT IN CONTRACT
MASONRY OPENING
MINIMUM
ON CENTER
NOT TO SCALE
MISCELLANEOUS
OPPOSITE
OPENING
N.I.C.
O.D.
OPP.
OPNG.
N.T.S.
O.C.
MIN.
MISC.
M.O.
MEZZ.
M.I.
ELEVATION NUMBER
DETAIL REFERENCE NUMBER
ELEVATION NUMBER
HEIGHT ABOVE FINISHED FLOOR
REFERENCE POINT OF ELEVATION
HEIGHT ABOVE FINISHED FLOOR
EXISTING DOOR SYMBOL
CIRCLES REPRESENT NEW COLUMN LINES
LETTERS DESIGNATE HORIZONTAL COLUMN LINES
DASHED CIRCLES REPRESENT EXISTING COLUMNS
NUMBERS DESIGNATE VERTICAL COLUMN LINES
SHEET NUMBER WHERE DETAIL IS REFERENCED
NOTE: DATUM SYMBOL INDICATES A SPECIFIC
REFERENCE HEIGHT OF MATERIAL INDICATED
SHEET NUMBER WHERE DETAIL IS LOCATED
SHEET NUMBER WHERE ELEVATION IS LOCATED
DARKENED ARROW INDICATES ELEVATED SECTION
SHEET NUMBER WHERE ELEVATION IS LOCATED
NEW DOOR SYMBOL
B
A
1
1" = 1'-0"
B./CEILING
EL. 8'-0" A.F.F.
8'-0"
ROOM NAME
0000000
A-8
ROOM NUMBER
ROOM NAME
DRAWING SCALE
DETAIL
A-8
12
12
1
A-5
A-5
1
2
DETAIL NAME
DETAIL NUMBER
FIBER REINFORCED PANELS
EXPANSION, EXPOSED
LONG LEG VERTICAL
LONG LEG OUTSTANDING
F.O. FACE OF
JOINT
LONG
INSIDE DIAMETER
MAXIMUM
INTERIOR
LAVATORY
INSULATION
METAL
MECHANICAL
LG.
MAX.
MET.
MECH.
L.L.O.
L.L.V.
LAV.
JT.
INSUL.
I.D.
INT.
FACE OF STUD
FRAME
HORIZONTAL
GYPSUM
FOOTING
HARDWARE
GALVANIZED
HOLLOW METAL
GAUGE
HEIGHT
HORIZ.
HT.
GYP.
HDW.
H.M.
FTG.
GALV.
GA.
F.O.S.
FR.
EACH WAY
FLOOR DRAIN
FOUNDATION
EXISTING
EXTERIOR
EXISTING
FLOOR
FINISH
F.D.
FLR.
FIN.
FDN.
F.R.P.
EXIST.
EXP.
EXT.
EXG.
E.W.
DOWN
EACH
DIMENSION
DIAMETER
DRAWING
DOOR OPENING
DOOR
CERAMIC TILE
DETAIL
CARPET
ELEVATION
DN.
ELEV.
DWG.
EA.
D.O.
DR.
DET.
DIA.
DM.
CPT.
C.T.
ACOUSTIC CEILING TILE
ABOVE FINISH FLOOR
AT
CORNER GUARD
CEILING
CONCRETE
CLEAN OUT
COLUMN
CENTER LINE
CONTROL JOINT
CEMENT
CONTINUOUS
CORRUGATED
CONSTRUCTION
COL.
CONST.
CONT.
CORR.
CONC.
C.G.
L
C.O.
C
CEM.
CLG.
C.J.
ANODIZED
ALUMINUM
BUILDING
BLOCKING
BLOCK
BOARD
ACOUSTICAL
ADJACENT
ALUM.
BLDG.
BLKG.
BLK.
ANOD.
BD.
ACOUST.
A.F.F.
ADJ.
A.C.T.
@
FIELD VERIFYFV.
L40
PS-5
L21
PS
-6
045
088
L59A
PS-2
056
KIR
BY
202
PALMER
090
WILLIAMS MALL
L31
AN
TH
ON
Y W
AY
NE
D
RIV
E
LO
DG
E F
RE
EW
AY
U
. S
. 10
155
L51
167
156
150
L52
L53
L41
130
L41
134
L54
006
096
089
GU
LLE
N M
ALL
008
017
001
005
022
007
016
023
CA
SS
034
136
140
025
027
040
050
043
053
049
026
028
033
039
036
048
046
042
038
060
CA
SS
ANTOINETTE
PS-1
062
PA
LM
ER
PU
TN
AM
071
P
S
-3
637
499
E K
IR
BY
067
066
L
3
4
064F
E
R
R
Y
PS
5
1
1
509
510
H
E
N
D
R
IE
195
199
085
082
0
6
5
L15
L35
L36
L23
L33
041
115
L32
051
4
9
8
L37
L58
207
LUDINGTON MALL
GILMOUR MALL
REUTHER MALL
L22
38
087
104
JO
HN
R
0
7
0
127
H
O
L
D
E
N
A
V
E
.
YORK
FO
UR
TH
L17
141
YORK
O
O
W
A
R
W
D
D
( T
HIR
D )
191
193L11
E
A
S
T
W
E
S
T
063
GU
LLE
N M
ALL
A
R
D
CA
SS
FE
R
R
Y S
T E
PL
A
N
TO
IN
E
TT
E
PL
10
10
WEST WARREN
L39
L20
GENERAL
TS1.1 TITLE SHEET AND SHEET INDEX AND LOCATOR PLAN
ISSUED FOR
07
.0
9.1
5 9
0%
OW
NE
R R
EV
IE
W
PREVIOUSLY ISSUED
NOT ISSUED
DRAWING INDEX KEY:
REFERENCE
ISSUED
A1.1 FLOOR
NOTE:
THESE CONSTRUCTION DRAWINGS WERE PREPARED FOR COMPLIANCE WITH THE MICHIGAN
CONSTRUCTION CODES IN EFFECT AT THE TIME OF PERMIT SUBMITTAL. ALL ENGINEERS,
CONTRACTORS AND SUPPLIERS INVOLVED WITH THIS PROJECT SHALL COMPLY WITH THE
SAME CODES, ISSUED AND APPROVED CODE MODIFICATIONS AND/OR CITY CODE AUTHORITY
CONSTRUCTION BOARDS OF APPEALS RULINGS AND WHENEVER REQUIRED SHALL PROVIDE
SHOP DRAWINGS AND SUBMITTALS CLEARLY DESCRIBING COMPLIANCE TO THE REGISTERED
DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE FOR REVIEW AND APPROVAL.
VICINITY MAP
NOT TO SCALE
N
PROJECT SITE
D1.1 DEMO FLOOR PLAN/CEILING PLAN
ARCHITECTURAL
BUILDING CODE AUTHORITY:
CITY OF DETROIT/ WAYNE STATE UNIVERSITY
OWNER:
WAYNE STATE UNIVERSITY
5454 CASS AVE.
DETROIT, MI 48202
TYPE OF CONSTRUCTION:
IIB,NON-SPRINKLED
USE GROUP:
B-Business
A2.1 REFLECTED CEILING PLAN
APPLICABLE CODES:
BUILDING CODE
ALSO KNOWN AS THE "MICHIGAN BUILDING CODE"
2012 MICHIGAN BUILDING CODE (MBC) AS AMENDED
MECHANICAL CODE
ALSO KNOWN AS THE "MICHIGAN MECHANICAL CODE"
2012 MICHIGAN MECHANICAL CODE AS AMENDED
PLUMBING CODE
ALSO KNOWN AS THE "MICHIGAN PLUMBING CODE"
2012 MICHIGAN PLUMBING CODE AS AMENDED
ELECTRICAL CODE
ALSO KNOWN AS THE "MICHIGAN ELECTRICAL CODE"
2011 NATIONAL ELECTRIC CODE (NEC) AS AMENDED &
MICHIGAN AMMENDMENTS PART 8.
ENERGY CODE
2009 UNIFORM ENERGY CODE
BARRIER FREE REQUIREMENTS
AMERICANS WITH DISABILITIES ACT (ADA)
MBC-2009, CHAPTER 11
ICC / ANSI 117.1 - 2006, EXCEPT SECTION 611 & 707
A1.0 EXISTING PLAN, CODE STUDY & AREA OF WORK PLAN
A2.2 REFLECTED CEILING PLAN DETAILS
PS1.2 SPECIFICATIONS
PS1.1 SPECIFICATIONS
A7.1 MILLWORK DETAILS
A6.1 INTERIOR ELEVATIONS
A9.1 DOOR HARDWARE SCHEDULE
F1.1 FINISH FLOOR PLAN - 1ST FLOOR
MECHANICAL/PLUMBING
ELECTRICAL
M0.0 MECHANICAL SYMBOLS, LIST, INDEX AND NOTES
ED1.1 PARTIAL DEMOLITION 1ST FLOOR PLAN - POWERS + SYSTEMS
M0.1 MECHANICAL SPECIFICATIONS
MD1.1 DEMOLITION FLOOR PLAN - MECHANICAL
M1.1 NEW WORK FLOOR PLAN - MECHANICAL
ED1.1 PARTIAL DEMOLITION 1ST + 2ND FLOOR PLANS - LIGHTING
E0.1 ELEC. LEGENDS, SPEC., SHEET INDEX + LOAD SUMMARY
E1.1 PARTIAL 1ST + 2ND FLOOR PLANS - LIGHTING
E2.1 PARTIAL 1ST + 2ND FLOOR PLANS - POWER AND SYSTEMS
08
.0
4.1
5 O
WN
ER
R
EV
IE
W
F1.2 FINISH FLOOR PLAN - 2ND FLOOR
WSU FP & M Project No.: 193-258618
WSU Building No.: 193
SVA Project No.: 2015.002
08
.2
6.1
5 B
ID
S
SECTION 01002
DEFINITIONS AND STANDARDS
1. The following is a general list of definitions as used in the specifications.
Architect/Engineer Refers to Stucky + Vitale Architects
Contractor Refers to the WSU
Subcontractor Refers to trades people having subcontractual agreements with the Contractor.
Owner Refers to the person, organization or authorized representative identified in the
contract documents.
Contract Documents Consist of the documents enumerated in the agreement and generally includes the contract
proposal, drawings and specifications.
Drawings Are diagramatic interpretations of the physical work to be performed on the project.
Work Refers to labor, materials, equipment and services related to the project.
Project Refers to total of the work to be performed including drawings, engineering and construction.
Change Order Is an order from the Owner or an agreement between the Owner and Contractor to make a change
in the project.
N.I.C. Is an abbreviation for "Not Included In Contract" and indicates that a particular item is not to be
included in the work to be done by the Contractor.
2. The following is a general list of technical societies referenced in the Specifications.
AIA American Institute of Architects
ACI American Concrete Institute
AIEE American Institute of Electrical Engineers
AISC American Institute of Steel Construction
AITC American Institute of Timber Construction
ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers
ASME American Society of Mechanical Engineers
ASTM American Society for Testing and Materials
AWS American Welding Society
NAFM National Association of Fan Manufacturers
NEC National Electrical Code
NEMA National Electrical Manufacturer's Assoc.
RCSC Research Council on Structural Connections
UL Underwriters Laboratories
SECTION 01003
SPECIAL SUPPLEMENTARY CONDITIONS
1. PERMITS, TAPS AND FEES AND BONDS
The Contractor shall obtain building permits, test borings, surveys, licenses, certificates, inspections and other permits as
required.
The Contractor shall be fully reimbursed for the above items by the Owner upon proper transfer of all receipts.
Utility taps and fees and bonds shall be reimbursed by the Owner.
Plumbing, HVAC, Electrical and Signage subcontractors shall be responsible to obtain and pay for their own permits.
2. CUTTING AND PATCHING
EACH SUBCONTRACTOR shall be required to perform all cutting, patching and excavating necessary for his particular
work unless specifically stated otherwise.
The Contractor shall be responsible for COORDINATING the cutting and patching. The Contractor shall only perform
cutting and patching or fitting necessary for his own work and as necessary to assure that all parts and work of other
Subcontractors comes together properly.
3 . WORK BY OTHERS
The Owner agrees to provide any work and/or materials not an obligation of the Contractor at such time and in such a
manner so as not to delay the progress of the work of the Contractor.
4. OCCUPANCY BY OWNER
The Owner may occupy any part or parts of the work and use any equipment which is a reasonable degree of completion
(provided the building department will allow such) as will in his opinion make such areas or parts reasonable safe, fit, and
convenient for his use, under the conditions established for such occupancy.
5. RELOCATING OWNER'S EQUIPMENT
The Owner shall be responsible for and pay for the relocation and installation of any of his equipment.
SECTION 02225
DEMOLITION
Refer to Division 1 - General Requirements
1. Subcontractor shall provide all labor, materials, equipment, and incidentals necessary and required for the
completion of this Work.
2. Scope of Work shall include but not be limited to the following:
Selective demolition of building elements for alteration purposes.
3. Related Work by Others specified elsewhere:
Summary: Limitations on Contractor's use of site and premises.
Execution Requirements: Project conditions; protection of bench marks, survey control points, and existing construction
to remain; reinstallation of removed products; temporary bracing and shoring.
4. REFERENCE STANDARDS
29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition.
NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations
5. SUBMITTALS
Demolition Plan: Submit demolition plan as specified by OSHA and local authorities. Indicate extent of demolition,
removal sequence, bracing and shoring, and location and construction of barricades and fences. Identify demolition firm
and submit qualifications. Include a summary of safety procedures.
Project Record Documents: Accurately record actual locations of capped and active utilities and subsurface
construction.
6. SELECTIVE DEMOLITION FOR ALTERATIONS
Drawings showing existing construction and utilities are based on casual field observation and existing record
documents only. Verify that construction and utility arrangements are as shown. Report discrepancies to Architect before
disturbing existing installation. Beginning of demolition work constitutes acceptance of existing conditions that would be
apparent upon examination prior to starting demolition.
Separate areas in which demolition is being conducted from other areas that are still occupied. Provide, erect, and
maintain temporary dustproof partitions of construction indicated on drawings. Provide sound retardant partitions of
construction indicated on drawings in locations indicated on drawings.
Maintain weatherproof exterior building enclosure except for interruptions required for replacement or modifications; take
care to prevent water and humidity damage.
Remove existing work as indicated and as required to accomplish new work. Remove rotted wood, corroded metals, and
deteriorated masonry and concrete; replace with new construction specified.
Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, and Telecommunications): Remove
existing systems and equipment as indicated.
Maintain existing active systems that are to remain in operation; maintain access to equipment and operational
components.
Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing
systems in service until new systems are complete and ready for service.
Verify that abandoned services serve only abandoned facilities before removal. Remove abandoned pipe, ducts,
conduits, and equipment, including those above accessible ceilings; remove back to source of supply where
possible, otherwise cap stub and tag with identification.
Maintain existing integrity of wall rating with temporary construction as required.
Provide walk off mats and any additional components necessary to maintain a clean environment in spaces
adjacent to area or work.
Protect existing work to remain.
Prevent movement of structure; provide shoring and bracing if necessary.
Perform cutting to accomplish removals neatly and as specified for cutting new work.
Repair adjacent construction and finishes damaged during removal work.
Patch as specified for patching new work.
7. DEBRIS AND WASTE REMOVAL
Remove debris, junk, and trash from site. Leave site in clean condition, ready for subsequent work. Clean up spillage
and wind-blown debris from public and private lands.
SECTION 06010
CARPENTRY MATERIALS
Refer to Division 1 - General Requirements.
1. Subcontractor shall provide all labor, materials, equipment and incidentals necessary and required for the completion of
this work.
2. Scope of work shall include but not be limited to the following:
Rough Carpentry:
- Furnish lumber and materials for rough carpentry work, all lumber F.R.T.
3. Related Work Specified Elsewhere:
- Finish hardware, see Section 08712.
4. Coordinate material deliveries on an as-needed schedule with Carpentry Subcontractor and deliver and off-load at the
project site or location specified by Carpentry Subcontractor.
5. Provide all rough hardware, clamps, bolts, screws, anchors, galvanized metal plugs for securement to masonry (use no
wood plugs), as necessary. Coordinate installation locations with the masonry trades.
6. Furnish blocking, draftstops and firestops as necessary. All wood used to be fire retardant treated. (FRT)
SECTION 06100
CARPENTRY WORK
Refer to Division 1 - General Requirements.
1. Subcontractor shall provide all labor, materials, equipment and incidentals necessary and required for the completion of
this work.
2. Scope of work shall include but not be limited to the following:
Rough Carpentry:
- Frame interior partitions.
- Install wood grounds, nailers, blocking and backing for equipment.
Finish Carpentry:
- Install wood doors, see Section 08210.
- Install finish hardware, see Section 08712.
3. Related Work by others specified elsewhere:
- Supply carpentry materials, see Section 06010.
- All lumber used for roof nailers, curbs and cants, grounds or furring or to be used in contact with concrete or masonry shall
be preservative treated " wolmanized" or equal.
- All framing shall be plumb and true to line and level.
4. Install WOOD DOORS supplied by others, see Section 08210.
Cut and Trim to fit as necessary.
Hardware machining shall be done in the field except on fire rated doors which shall be machined in a certified shop.
5. Broom clean all spaces in preparation for the painter and clean and sand all soiled surfaces as required to receive painter's
finish.
6. Install FINISH HARDWARE supplied by others in accordance with manufacturer's standards and tag, index and file all
keys. See Section 08712.
7. Provide one year written guarantee for all carpentry work warranting all carpentry work against defective material and
improper workmanship.
8. The Subcontractor shall keep the premises and surrounding area free from the accumulation of waste materials or rubbish
caused by operations under contract. The Subcontractor shall be responsible for the complete removal and disposal of his
trade's debris.
SECTION 06650
SOLID SURFACE FABRICATIONS
PART 1 -- GENERAL
1.01RELATED DOCUMENTS
A. Drawings and general provisions of the contract, including general and supplementary conditions and Division 1 Specification Sections, apply
to this Section.
1.02SUMMARY
A. This Section includes the following horizontal and trim solid surface product types:
1. Countertops with integral sinks
B. Related Sections include the following:
1. Division 6 Section “Rough Carpentry” for Blocking.
2. Division 15 Section “Plumbing Fixtures.”
1.03DEFINITION
A. Solid surface is defined as nonporous, homogeneous material maintaining the same composition throughout the part with a composition of
acrylic polymer, aluminum trihydrate filler and pigment.
1.04SUBMITTALS
A. Product data:
1. For each type of product indicated.
2. Product data for the following:
B. Shop drawings:
1. Show location of each item, dimensioned plans and elevations, large-scale details, attachment devices and other components.
a. Show full-size details, edge details, thermoforming requirements, attachments, etc.
b. Show locations and sizes of furring, blocking, including concealed blocking and reinforcement specified in other Sections.
c. Show locations and sizes of cutouts and holes for plumbing fixtures, faucets, soap dispensers, waste receptacle and other items
installed in solid surface.
C. Samples:
1. For each type of product indicated.
a. Submit minimum 6-inch by 6-inch sample in specified gloss.
b. Cut sample and seam together for representation of inconspicuous seam.
c. Indicate full range of color and pattern variation.
d. Approved samples will be retained as a standard for work.
D. Product data:
1. Indicate product description, fabrication information and compliance with specified performance requirements.
1.05QUALITY ASSURANCE
A. Applicable standards:
1. Standards of the following, as referenced herein:
a. American National Standards Institute (ANSI)
b. American Society for Testing and Materials (ASTM)
c. National Electrical Manufacturers Association (NEMA)
d. 2. Fire test response characteristics:
1) Provide with the following Class A (Class I) surface burning characteristics as determined by testing identical products per UL 723
(ASTM E84) or another testing and inspecting agency acceptable to authorities having jurisdiction:
(a) Flame Spread Index: 25 or less.
(b) Smoke Developed Index: 450 or less.
B. Coordination drawings:
1. Shall be prepared indicating:
a. Plumbing work.
b. Electrical work.
c. Miscellaneous steel for the general work.
d. Indicate location of all walls (rated and non-rated), blocking locations and recessed wall items, etc.
1.06DELIVERY, STORAGE AND HANDLING
A. Deliver no components to project site until areas are ready for installation.
B. Handle materials to prevent damage to finished surfaces.
1. Provide protective coverings to prevent physical damage or staining following installation for duration of project.
1.07WARRANTY
A. Provide manufacturer's warranty against defects in materials.
1. Warranty shall provide material and labor to repair or replace defective materials.
2. Damage caused by physical or chemical abuse or damage from excessive heat will not be warranted.
1.08MAINTENANCE
A. Provide maintenance requirements as specified by the manufacturer.
PART 2 -- PRODUCTS
2.01 MANUFACTURERS
A. Manufacturers:
1. Subject to compliance with requirements, provide products by one of the following:
a. Corian® surfaces from the DuPont company (Group F).
2.02 MATERIALS
A. Solid polymer components
1. Cast, nonporous, filled polymer, not coated, laminated or of composite construction with through body colors meeting ANSI Z124.3 or ANSI
Z124.6, having minimum physical and performance properties specified.
2. Superficial damage to a depth of 0.010 inch (.25 mm) shall be repairable by sanding and/or polishing.
B. Thickness:
1. 3/4 inch
C. Edge treatment:
1. See Construction Documents
D. Integral sink: As indicated on the construction drawings.
E. Backsplash:
1. Applied.
F. H. Sidesplash:
1. Applied
G. Performance characteristics:
1. Property Typical Result Test
2. Tensile Strength 6,000 psi ASTM D 638
3. Tensile Modulus 1.5 x 10-6 psi ASTM D 638
4. Tensile Elongation 0.4% min. ASTM D 638
5. Flexural Strength 10,000 psi ASTM D 790
6. Flexural Modulus 1.2 x 10-6 psi ASTM D 790
7. Hardness >85 Rockwell “M” ScaleASTM D 785
8. ASTM D 785Barcol Impressor
9. Thermal Expansion 3.02 x 10-5 in./in./°CASTM D 696
10. (1.80 x 10-5 in./in./°F)
11. Gloss (60° Gardner)5-75 (matte-highly polished)ANSI Z124
12. Light Resistance(Xenon Arc) No effectNEMA LD 3-2000
13. Method 3.3
14. Wear and Cleanability PassesANSI Z124.3 & Z124.6
15. Stain Resistance: Sheets PassesANSI Z124.3 & Z124.6
16. Fungus and Bacteria ResistanceDoesn't support microbial growth ASTM G21&G22
17. Boiling Water Resistance No visible changeNEMA LD 3-2000
18. Method 3.5
19. High Temperature ResistanceNo changeNEMA LD 3-2000
20. Method 3.6
21. Izod Impact 0.28 ft.-lbs./in. of notchASTM D 256
22. (Notched Specimen) (Method A)
23. Ball Impact No fracture-1?2 lb. ball: NEMA LD 3-2000
24. Resistance: Sheets 1/4" slab-36" drop Method 3.8
25. 1/2" slab-144" drop
26. Weatherability E*94<5 in 1,000 hrs. ASTM G 155
27. Specific Gravity † 1.7
28. Water AbsorptionLong-term ASTM D 570
29. 0.4% (3/4")
30. 0.6% (1/2")
31. 0.8% (1/4")
32. Toxicity 99 (solid colors) Pittsburgh Protocol
33. 66 (patterned colors) Test (“LC50”Test)
34. Flammability All colors ASTM E 84,
35. (Class I and Class A)NFPA 255 &
36. UL 723
37. Flame Spread Index<25
38. Smoke Developed Index <25
2.03 ACCESSORIES
A. Joint adhesive:
1. Manufacturer's standard one- or two-part adhesive kit to create inconspicuous, nonporous joints.
B. Sealant:
1. Manufacturer's standard mildew-resistant, FDA-compliant, NSF 51-compliant, UL-listed silicone sealant in colors matching components.
2.04 FACTORY FABRICATION
A. A. Shop assembly
1. Fabricate components to greatest extent practical to sizes and shapes indicated, in accordance with approved shop drawings and
manufacturer's printed instructions and technical bulletins.
2. Form joints between components using manufacturer's standard joint adhesive without conspicuous joints.
a. Reinforce with strip of solid polymer material, 2" wide.
b. Provide factory cutouts for plumbing fittings and bath accessories as indicated on the drawings.
c. Rout and finish component edges with clean, sharp returns.
1) Rout cutouts, radii and contours to template.
2) Smooth edges.
3) Repair or reject defective and inaccurate work.
2.05 FINISHES
A. Select from the manufacturer's standard color chart.
1. Color:
a. See Schedule on Construction Documents.
B. Finish:
1. Provide surfaces with a uniform finish.
a. Matte; gloss range of 5-20.
PART 3 -- EXECUTION
3.01 EXAMINATION
A. Examine substrates and conditions, with fabricator present for compliance with requirements for installation tolerances and other conditions
affecting performance of work.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.02 INSTALLATION
A. Install components plumb, level and rigid, scribed to adjacent finishes, in accordance with approved shop drawings and product data.
1. Provide product in the largest pieces available.
2. Form field joints using manufacturer's recommended adhesive, with joints inconspicuous in finished work.
3. Exposed joints/seams shall not be allowed.
4. Reinforce field joints with solid surface strips extending a minimum of 1 inch on either side of the seam with the strip being the same
thickness as the top.
5. Cut and finish component edges with clean, sharp returns.
6. Rout radii and contours to template.
7. Anchor securely to base cabinets or other supports.
8. Align adjacent countertops and form seams to comply with manufacturer's written recommendations using adhesive in color to match
countertop.
9. Carefully dress joints smooth, remove surface scratches and clean entire surface.
10. Install countertops with no more than 1/8-inch (3 mm) sag, bow or other variation from a straight line.
B. Coved backsplashes and applied sidesplashes:
1. Install applied sidesplashes using manufacturer's standard color-matched silicone sealant.
2. Adhere applied sidesplashes to countertops using manufacturer's standard color-matched silicone sealant.
C. Integral sinks/vanities:
1. Provide solid surface materials bowls and/or lavatories sinks with overflows in locations shown on the drawings.
2. Secure sinks and lavatory bowls to tops using manufacturer's recommended sealant, adhesive and mounting hardware to maintain
warranty.
3.03 REPAIR
A. Repair or replace damaged work which cannot be repaired to architect's satisfaction.
3.04 CLEANING AND PROTECTION
A. Keep components clean during installation.
B. Remove adhesives, sealants and other stains.
3.05 SCHEDULE
A. See Construction Documents
END OF SECTION
SECTION 08110
STEEL DOORS AND FRAMES
PART 1 GENERAL
1.01SECTION INCLUDES
A. Non-fire-rated steel doors and frames.
B. Fire-rated steel doors and frames.
C. Accessories, including glazing, louvers, and matching panels.
1.02REFERENCE STANDARDS
A. ANSI/ICC A117.1 - American National Standard for Accessible and Usable Buildings and Facilities; International Code Council; 2009.
B. ANSI A250.8 - SDI-100 Recommended Specifications for Standard Steel Doors and Frames; 2003 (R2008).
C. NAAMM HMMA 840 - Guide Specifications for Installation and Storage of Hollow Metal Doors and Frames; The National Association of
Architectural Metal Manufacturers; 2007.
D. NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2013.
E. UL (BMD) - Building Materials Directory; Underwriters Laboratories Inc.; current edition.
F. Steel Doors and Frames:
1. Assa Abloy Ceco, Curries, or Fleming: www.assaabloydss.com.
2.02 DOORS AND FRAMES
F. Requirements for All Doors and Frames:
1. Accessibility: Comply with ANSI/ICC A117.1.
2. Finish: Factory primed, for field finishing.
B. Combined Requirements: If a particular door and frame unit is indicated to comply with more than one type of requirement, comply with all the
specified requirements for each type; for instance, an exterior door that is also indicated as being sound-rated must comply with the
requirements specified for exterior doors and for sound-rated doors; where two requirements conflict, comply with the most stringent.
2.03 STEEL DOORS
A. Interior Doors, Non-Fire-Rated:
1. Grade: ANSI A250.8 - SDI-100; Level 2 - Heavy-Duty, Physical Performance Level B, Model 1 - Full Flush.
B. Interior Doors, Fire-Rated:
1. Grade: ANSI A250.8 - SDI-100; Level 2 - Heavy-Duty, Physical Performance Level B, Model 1 - Full Flush.
2. Fire Rating: As indicated on Door and Frame Schedule, tested in accordance with UL 10C ("positive pressure").
a. Provide units listed and labeled by UL (Underwriters Laboratories) - UL (BMD).
b. Attach fire rating label to each fire rated unit.
C. Panels: Same construction, performance, and finish as doors.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install in accordance with the requirements of the specified door grade standard and NAAMM HMMA 840.
B. In addition, install fire rated units in accordance with NFPA 80.
C. Coordinate frame anchor placement with wall construction.
D. Coordinate installation of hardware.
END OF SECTION
SECTION 08115
STEEL DOOR FRAMES
PART 1 GENERAL
1.01SECTION INCLUDES
A. Non-fire-rated steel frames for non-steel doors.
B. Fire-rated steel door frames for non-steel doors.
C. Interior glazed light frames.
1.02REFERENCE STANDARDS
A. ANSI/ICC A117.1 - American National Standard for Accessible and Usable Buildings and Facilities; International Code Council; 2009.
B. ANSI A250.10 - Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames; 1998 (R2011).
C. BHMA A156.115 - Hardware Preparation in Steel Doors and Steel Frames; 2006.
D. NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2013.
E. UL (BMD) - Building Materials Directory; Underwriters Laboratories Inc.; current edition.
F. UL 10C - Standard for Positive Pressure Fire Tests of Door Assemblies; Current Edition, Including All Revisions.
1.03DELIVERY, STORAGE, AND HANDLING
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Steel Frames with Integral Casings:
1. Assa Abloy Ceco, Curries, or Fleming: www.assaabloydss.com.
2.02 STEEL DOOR FRAMES - GENERAL REQUIREMENTS
A. Refer to Door and Frame Schedule on the drawings for frame sizes, fire ratings, sound ratings, finishing, door hardware to be installed, and
other variations, if any.
B. Door Frame Type: Provide steel door frames with either integral casing, for field finishing, or applied casings, prefinished.
C. Accessibility: Comply with ANSI/ICC A117.1.
D. Glazed Lights: Non-removable stops on non-secure side; sizes and configurations as indicated on drawings.
E. Combined Requirements: If a particular door and frame unit is indicated to comply with more than one type of requirement, comply with all the
specified requirements for each type; for instance, an exterior door that is also indicated as being sound-rated must comply with the
requirements specified for exterior doors and for sound-rated doors; where two requirements conflict, comply with the most stringent.
F. Hardware Preparation: In accordance with BHMA A156.115, with reinforcement welded in place, in addition to other requirements specified.
G. Frames for Interior Glazing or Borrowed Lights: Construction and face dimensions to match door frames, and as indicated on drawings.
2.03 STEEL DOOR FRAMES WITH INTEGRAL CASINGS
A. Finish: Factory primed, for field finishing.
B. Interior Door Frames, Non-Fire-Rated: Knockdown type.
1. Finish: Factory primed, for field finishing.
C. Interior Door Frames, Fire-Rated: Knockdown type.
1. Fire Rating: As indicated on Door and Frame Schedule, tested in accordance with UL 10C ("positive pressure").
a. Provide units listed and labeled by UL (Underwriters Laboratories) - UL (BMD).
b. Attach fire rating label to each fire rated unit.
2. Finish: Factory primed, for field finishing.
2.04 ACCESSORY MATERIALS
A. Silencers: Resilient rubber, fitted into drilled hole; 3 on strike side of single door, 3 on center mullion of pairs, and 2 on head of pairs without
center mullions.
2.05 FINISH MATERIALS
A. Primer: Rust-inhibiting, complying with ANSI A250.10, door manufacturer's standard.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install frames in accordance with manufacturer's instructions and recommendations and as follows.
B. Install fire rated units in accordance with NFPA 80.
C. Coordinate frame anchor placement with wall construction.
D. Coordinate installation of glazing.
E. Coordinate installation of hardware.
3.02 TOLERANCES
A. Maximum Diagonal Distortion: 1/16 inch (1.6 mm) measured with straight edges, crossed corner to corner.
END OF SECTION
SECTION 08800
GLAZING
PART 1 GENERAL
1.01REFERENCE STANDARDS
A. 16 CFR 1201 - Safety Standard for Architectural Glazing Materials; current edition.
B. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2013.
C. GANA (SM) - GANA Sealant Manual; Glass Association of North America; 2008.
D. ICC (IBC) - International Building Code; 2012.
PART 2 PRODUCTS
2.01 GLAZING TYPES
A. Type S-2 - Fire-Protection-Rated Glazing:
1. IBC Fire Protection Rating: D-H-T-60, minimum.
2. Safety Certification: 16 CFR 1201 Category II.
3. Applications: Provide this type of glazing in the following locations:
a. Fire windows.
b. Sidelights, borrow lites, and other glazed openings in partitions indicated as having an hourly fire rating.
4. Thickness: 1/4 inch (6 mm).
5. Glazing Method: As required for fire rating.
PART 3 EXECUTION
3.01 PREPARATION
A. Clean contact surfaces with solvent and wipe dry.
B. Seal porous glazing channels or recesses with substrate compatible primer or sealer.
C. Prime surfaces scheduled to receive sealant.
D. Install sealants in accordance with ASTM C1193 and GANA Sealant Manual.
E. Install sealant in accordance with manufacturer's instructions.
END OF SECTION
SECTION 08210
WOOD DOORS
Refer to Division 1 - General Requirements.
1. Subcontractor shall provide all materials and incidentals as required for the proper completion of this work.
2. Scope of work shall include the following:
- Prepare and provide shop drawings.
- Supply flush wood doors.
3. Related work by others specified elsewhere:
- Installation shall be by Carpentry Trades, see Section 06100.
4. Refer to Plans for location, size and swing of each door.
5. Submit four (4) sets of shop drawings for approval of Architect prior to commencing work.
6. Supply FLUSH WOOD DOORS.
Interior flush wood doors shall be solid core construction with wood veneer face panels for transparent finish.
WOOD VENEER FACE PANELS shall be selected. To be approved by Owner.
GRADE may be AWI PREMIUM where solid wood rails and stiles match the face veneer.
GRADE may be AWI CUSTOM only if solid wood rails and stiles match the face veneer.
DOOR CONSTRUCTION shall be SOLID CORE.
5 ply construction.
7. All doors shall have a two year full warranty against defects.
Provide two-year written guarantee warranting against defects in materials and workmanship.
8. Deliver and offload at site.
Installation shall be performed by Carpentry Trades, see Division 6.
SECTION 09051
COMMON WORK RESULTS FOR FLOORING PREPARATION
PART 1 GENERAL
1.01SECTION INCLUDES
A. This section applies to all floors identified in the contract documents as to receive the following types of floor coverings:
B. Removal of existing floor coverings.
C. Preparation of new and existing concrete floor slabs for installation of floor coverings.
D. Preparation of new and existing wood-based floors and subfloors for installation of new floor coverings.
1.02REFERENCES
A. ASTM C109/C109M - Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or (50-mm) Cube
Specimens); 2013.
B. ASTM C472 - Standard Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum Concrete; 1999 (Reapproved 2014).
C. RFCI (RWP) - Recommended Work Practices for Removal of Resilient Floor Coverings; Resilient Floor Covering Institute; October 2011.
PART 2 PRODUCTS
2.01 MATERIALS
A. Patching Compound: Floor covering manufacturer's recommended product, suitable for conditions, and compatible with adhesive and floor
covering. In the absence of any recommendation from flooring manufacturer, provide a product with the following characteristics:
1. Cementitious moisture-, mildew-, and alkali-resistant compound, compatible with floor, floor covering, and floor covering adhesive, and
capable of being feathered to nothing at edges.
2. Compressive Strength: 3000 psi, minimum, after 28 days, when tested in accordance with ASTM C109/C109M or ASTM C472, whichever
is appropriate.
B. Alternate Flooring Adhesive: Floor covering manufacturer's recommended product, suitable for the moisture and pH conditions present;
low-VOC. In the absence of any recommendation from flooring manufacturer, provide a product recommended by adhesive manufacturer as
suitable for substrate and floor covering and for conditions present.
C. Remedial Floor Coating: Single- or multi-layer coating or coating/overlay combination intended by its manufacturer to resist water vapor
transmission to degree sufficient to meet flooring manufacturer's emission limits, resistant to the level of pH found, and suitable for adhesion of
flooring without further treatment.
1. Thickness: 1/8 inch (3.2 mm), maximum.
2. If testing agency recommends any particular products, use one of those.
3. Products:
a. ARDEX Engineered Cements; ARDEX MC ULTRA, with ARDEX FEATHERFINISH: www.ardexamericas.com.
b. Floor Seal Technology, Inc; MES 100, with ARDEX K-15 or Mapei Ultraplan 1 Plus: www.floorseal.com.
c. Sika Corporation; Sikafloor Moisture Tolerance Epoxy Primer and Sikafloor Self-Leveling Moisture Tolerant Resurfacer:
www.sikafloorusa.com.
PART 3 EXECUTION
3.01 CONCRETE SLAB PREPARATION
A. Perform following operations in the order indicated:
1. Preliminary cleaning.
2. Specified remediation, if required.
3. Patching, smoothing, and leveling, as required.
4. Other preparation specified.
5. Adhesive bond and compatibility test.
6. Protection.
B. Remediations:
1. Active Water Leaks or Continuing Moisture Migration to Surface of Slab: Correct this condition before doing any other remediation; re-test
after correction.
2. Excessive Moisture Emission or Relative Humidity: If an adhesive that is resistant to the level of moisture present is available and
acceptable to flooring manufacturer, use that adhesive for installation of the flooring; if not, apply remedial floor coating over entire suspect
floor area.
3. Excessive pH: If remedial floor coating is necessary to address excessive moisture, no additional remediation is required; if not, if an
adhesive that is resistant to the level present is available and acceptable to the flooring manufacturer, use that adhesive for installation of
the flooring; otherwise, apply a skim coat of specified patching compound over entire suspect floor area.
3.02 REMOVAL OF EXISTING FLOOR COVERINGS
A. Comply with local, State, and federal regulations and recommendations of RFCI Recommended Work Practices for Removal of Resilient Floor
Coverings, as applicable to floor covering being removed.
B. Dispose of removed materials in accordance with local, State, and federal regulations and as specified.
3.03 PRELIMINARY CLEANING
A. Clean floors of dust, solvents, paint, wax, oil, grease, asphalt, residual adhesive, adhesive removers, film-forming curing compounds, sealing
compounds, alkaline salts, excessive laitance, mold, mildew, and other materials that might prevent adhesive bond.
B. Do not use solvents or other chemicals for cleaning.
3.04 PREPARATION
A. See individual floor covering section(s) for additional requirements.
B. Comply with requirements and recommendations of floor covering manufacturer.
C. Fill and smooth surface cracks, grooves, depressions, control joints and other non-moving joints, and other irregularities with patching
compound.
D. Do not fill expansion joints, isolation joints, or other moving joints.
3.05 ADHESIVE BOND AND COMPATIBILITY TESTING
A. Comply with requirements and recommendations of floor covering manufacturer.
3.06 APPLICATION OF REMEDIAL FLOOR COATING
A. Comply with requirements and recommendations of coating manufacturer.
3.07 PROTECTION
A. Cover prepared floors with building paper or other durable covering.
END OF SECTION
SECTION 08710
DOOR HARDWARE
PART 1 GENERAL
1.01SECTION INCLUDES
A. Hardware for hollow steel and aluminum doors.
B. Hardware for fire-rated doors.
C. .
1.02 REFERENCE STANDARDS
A. BHMA A156.4 - American National Standard for Door Controls - Closers; Builders Hardware Manufacturers Association, Inc.; 2008
(ANSI/BHMA A156.4).
B. BHMA A156.8 - American National Standard for Door Controls - Overhead Stops and Holders; Builders Hardware Manufacturers Association,
Inc.; 2010 (ANSI/BHMA A156.8).
C. NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2013.
D. UL (BMD) - Building Materials Directory; Underwriters Laboratories Inc.; current edition.
1.03 ADMINISTRATIVE REQUIREMENTS
A. Coordinate the manufacture, fabrication, and installation of products onto which door hardware will be installed.
1.04 QUALITY ASSURANCE
PART 2 PRODUCTS
2.01 MANUFACTURERS - BASIS OF DESIGN
A. Hager Companies products, for hinges, locks, closers, and other items specified: www.hagerco.com.
2.02 DOOR HARDWARE - GENERAL
A. Provide all hardware specified or required to make doors fully functional, compliant with applicable codes, and secure to the extent indicated.
B. Provide all items of a single type of the same model by the same manufacturer.
C. Provide products that comply with the following:
1. Applicable provisions of federal, state, and local codes.
2. Fire-Rated Doors: NFPA 80.
3. All Hardware on Fire-Rated Doors: Listed and classified by UL as suitable for the purpose specified and indicated.
4. Hardware for Smoke and Draft Control Doors (Indicated as "S" on Drawings): Provide hardware that enables door assembly to comply with
air leakage requirements of the applicable code.
D. Finishes: Identified in schedule.
2.03 HINGES
A. Hinges: Provide hinges on every swinging door.
1. Provide five-knuckle full mortise butt hinges unless otherwise indicated.
2. Provide ball-bearing hinges at all doors having closers.
3. Where electrified hardware is mounted in door leaf, provide power transfer hinges.
B. Quantity of Hinges Per Door:
1. Doors From 60 inches (1.5 m) High up to 90 inches (2.3 m) High: Three hinges.
2. Doors 90 inches (2.3 m) High up to 120 inches (3 m) High: Four hinges.
C. Manufacturers - Hinges:
1. Assa Abloy McKinney: www.assaabloydss.com.
2.04 LOCKS AND LATCHES
A. Locks: Provide a lock for every door, unless specifically indicated as not requiring locking.
1. Hardware Sets indicate locking functions required for each door.
2. If no hardware set is indicated for a swinging door provide an office lockset.
3. Trim: Provide lever handle or pull trim on outside of all locks unless specifically stated to have no outside trim.
4. Lock Cylinders: Provide key access on outside of all locks unless specifically stated to have no locking or no outside trim.
B. Lock Cylinders: Manufacturer's standard tumbler type, seven-pin Best Core, SFIC core.
1. Provide cams and/or tailpieces as required for locking devices required.
C. Keying: Keyed in like-groups.
1. Key to existing keying system.
D. Latches: Provide a latch for every door that is not required to lock, unless specifically indicated "push/pull" or "not required to latch".
2.05 CLOSERS
A. Closers: Complying with BHMA A156.4.
1. Provide surface-mounted, door-mounted closers unless otherwise indicated.
2. Provide a door closer on every exterior door.
3. Provide a door closer on every fire- and smoke-rated door. Spring hinges are not an acceptable self-closing device unless specifically so
indicated.
4. On pairs of swinging doors, if an overlapping astragal is present, provide coordinator to ensure the leaves close in proper order.
2.06 STOPS AND HOLDERS
A. Stops: Complying with BHMA A156.8; provide a stop for every swinging door, unless otherwise indicated.
1. Provide wall stops, unless otherwise indicated.
2. If wall stops are not practical, due to configuration of room or furnishings, provide overhead stop.
3. Stop is not required if positive stop feature is specified for door closer; positive stop feature of door closer is not an acceptable substitute
for a stop unless specifically so stated.
2. Scope of work shall include but not be limited to the following:
- Suspended metal grid for acoustical tile ceiling system.
- Acoustical ceiling tile units.
3. Related work by others specified elsewhere:
- Metal suspension system for drywall ceilings, see Section 09250.
4. Supply and install suspended metal ceiling grids compatible with the selected ceiling tiles.
Furnish and install Chicago Metallic Intermediate Duty "200" or equal metal grid suspension system with 10 gauge
galvanized soft steel wires and accompanying wall angles and cross tees to match indicated tile sizes. Space support wires
in accordance with manufacturers recommendations and secure to STRUCTURE above. Provide 8 gauge hanger clips for
steel beam flanges as needed. Match existing type used in facility.
Provide sufficient additional hangers at corners of light fixtures and at splices in the suspension members and at any other
locations recommended by the manufacturer.
See Color and Material Schedule for GRID COLOR.
5. Acoustical Tile Units shall be as indicated:
(See Color and Material Schedule on the plans)
6. Subcontractor shall SUBMIT LETTER OF INTENT stating that each item to be used shall be exactly as specified in the
Color and Material Schedule.
7. Provide one year written warranty against defects in materials and workmanship.
8. The Subcontractor shall keep the premises and surrounding area free from the accumulation of waste materials or rubbish
caused by operations under contract. The Subcontractor shall be responsible for the complete removal and disposal of his
trade's debris.
END OF SECTION
SECTION 09625
RESILIENT ATHLETIC FLOORING
PART 1 GENERAL
1.01SECTION INCLUDES
A. Rubber sheet flooring, adhesively installed.
B. Interlocking, loose-laid rubber tile.
C. Accessories.
1.02REFERENCE STANDARDS
A. ASTM D412 - Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers--Tension; 2006a (Reapproved 2013).
1.03FIELD CONDITIONS
A. Maintain temperature in spaces to receive adhesively installed resilient flooring within range of 70-95 degrees F (21-35 degrees C) for not less
than 48 hours before the beginning of installation and for not less than 48 hours after installation has been completed. Subsequently, do not
allow temperature in installed spaces to drop below 50 degrees F (10 degrees C) or to go above 100 degrees F (38 degrees C).
PART 2 PRODUCTS
2.01 PREFORMED ATHLETIC FLOORING
A. Manufacturers: All products by the same manufacturer.
B. Rubber Sheet Flooring: Rubber roll goods comprising rubber granules from recycled automobile tires encapsulated in a zero-mercury
polyurethane binder, lengths to avoid transverse seams.
1. Thickness: Minimum 1/4 in (6.35 mm).
2. Sheet Width: Minimum 48 inches (1220 mm).
3. Tensile Strength: Minimum 150 psi (1.0 MPa), per ASTM D412.
4. Color: As scheduled.
C. Rubber Tile Flooring: Recycled rubber material formed into square tiles with invisible interlocking tabs, free-laid without adhesive.
1. Thickness: Minimum 1/4 in (6.35 mm).
2. Size: Nominal 24 in (600 mm) square.
3. Tensile Strength: Minimum 150 psi (1.0 MPa), per ASTM D412.
4. Surface Texture: Smooth.
5. Color: As selected from manufacturer's standards.
2.02 ACCESSORIES
A. Leveling Compound: Latex-modified cement formulation as recommended by flooring manufacturer for substrate conditions.
B. Adhesive: Water-resistant type recommended by flooring manufacturer for project conditions.
PART 3 EXECUTION
3.01 EXAMINATION
A. Examine substrates for conditions detrimental to installation of athletic flooring. Proceed with installation only after unsatisfactory conditions
have been corrected.
B. Verify that surfaces are flat to tolerances acceptable to flooring manufacturer, free of cracks that might telegraph through flooring, clean, dry,
and free of curing compounds, surface hardeners, and other chemicals that might interfere with bonding of athletic flooring to substrate.
3.02 PREPARATION
A. Remove coatings that are incompatible with flooring adhesives, using methods recommended by flooring manufacturer.
B. Broom clean areas to receive athletic flooring immediately before beginning installation.
3.03 INSTALLATION
A. Starting installation constitutes acceptance of sub-floor conditions.
B. Comply with manufacturer's recommendations and approved shop drawings.
C. Resilient Sheet Flooring:
1. Unroll flooring and allow to relax before beginning installation.
2. Mix adhesive thoroughly and apply to substrate with notched trowel. Roll flooring into fresh adhesive, overlapping end seams and double
cutting, butting factory edges and compression fitting.
3. Roll entire flooring surface with steel roller to assure adhesion to substrate and eliminate air bubbles.
4. Immediately remove any adhesive from flooring surface, using chemical recommended by flooring manufacturer.
5. Weld seams using techniques and equipment recommended by manufacturer.
6. Lay out game lines using tape and taping machine approved by flooring manufacturer. Apply game line paint with roller, and allow to dry
before removing tape.
7. Apply transparent top coat over flooring if recommended by manufacturer, to achieve a uniform finished appearance.
D. Rubber Tile Flooring:
1. Lay out center lines in spaces to receive tile flooring, based on location of principal walls. Start tile installation from center, and adjust as
necessary to avoid tiles less than one-half width at perimeter.
2. Lay tiles square with room axis, matching for color and pattern by selecting from cartons and mixing as recommended by manufacturer.
END OF SECTION
SECTION 09680
CARPET
PART 1 GENERAL
1.01SECTION INCLUDES
A. Carpet, direct-glued.
B. Accessories.
1.02REFERENCE STANDARDS
A. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2005.
B. CRI (CIS) - Carpet Installation Standard; Carpet and Rug Institute; 2009.
C. CRI 104 - Standard for Installation of Commercial Textile Floorcovering Materials; Carpet and Rug Institute; 2002.
D. CRI (GLA) - Green Label Testing Program - Approved Adhesive Products; Carpet and Rug Institute; Current Edition.
E. NFPA 253 - Standard Method of Test for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source; National Fire
Protection Association; 2011.
1.03SUBMITTALS
A. See Section 01300 - Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate seaming plan, method of joining seams, direction of carpet pile and pattern, location of edge moldings and edge
bindings.
C. Product Data: Provide data on specified products, describing physical and performance characteristics; sizes, patterns, colors available, and
method of installation.
D. Samples: Submit two samples in size illustrating color and pattern for each carpet and cushion material specified.
E. Manufacturer's Installation Instructions: Indicate special procedures and perimeter conditions requiring special attention.
F. Maintenance Data: Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning.
1.04QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing specified carpet with minimum three years documented experience.
B. Installer Qualifications: Company specializing in installing carpet with minimum three years documented experience.
1.05FIELD CONDITIONS
A. Store materials in area of installation for minimum period of 24 hours prior to installation.
B. Maintain minimum 70 degrees F (21 degrees C) ambient temperature 24 hours prior to, during and 24 hours after installation.
C. Ventilate installation area during installation and for 72 hours after installation.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Carpet:
1. Refer to schedule on Drawings.
2. Substitutions: See Section 01600 - Product Requirements.
2.02 CARPET
A. Carpet:
1. Surface Burning Characteristics: Flame spread/Smoke developed index of 450/25, maximum, when tested in accordance with ASTM E 84.
2.03 ACCESSORIES
A. Sub-Floor Filler: Type recommended by carpet manufacturer.
B. Adhesives - General: Compatible with materials being adhered; maximum VOC content of 50 g/L; CRI Green Label certified.
C. Seam Adhesive: Recommended by manufacturer.
D. Contact Adhesive: Compatible with carpet material; releasable type.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that sub-floor surfaces are smooth and flat within the tolerances specified for that type of work and are ready to receive carpet.
B. Verify that sub-floor surfaces are dust-free and free of substances that could impair bonding of adhesives to sub floor surfaces.
C. Verify that concrete sub-floor surfaces are dry enough and ready for adhesive installation by testing for moisture emission rate and alkalinity in
accordance with ASTM F710; obtain instructions if test results are not within limits recommended by carpet manufacturer and adhesive
materials manufacturer.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that doors and frames are ready to receive work; labeled, fire-rated doors and frames are present and properly installed, and dimensions
are as indicated on shop drawings.
3.02 INSTALLATION
A. Install hardware in accordance with manufacturer's instructions and applicable codes.
B. Use templates provided by hardware item manufacturer.
C. Install hardware on fire-rated doors and frames in accordance with code and NFPA 80.
D. Mounting heights for hardware from finished floor to center line of hardware item: As listed in Schedule, unless otherwise noted:
3.03 ADJUSTING
A. Adjust hardware for smooth operation.
END OF SECTION
SECTION 09260
GYPSUM BOARD ASSEMBLIES
PART 1 GENERAL
1.01SECTION INCLUDES
A. Performance criteria for gypsum board assemblies.
B. Metal stud wall framing.
C. Metal channel ceiling framing.
D. Acoustic insulation.
E. Gypsum wallboard.
F. Joint treatment and accessories.
1.02RELATED REQUIREMENTS
A. Section 06100 - Rough Carpentry: Wood blocking product and execution requirements.
1.03REFERENCE STANDARDS
A. ASTM C475/C475M - Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board; 2012.
B. ASTM C645 - Standard Specification for Nonstructural Steel Framing Members; 2013.
C. ASTM C665 - Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing;
2012.
D. ASTM C754 - Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products; 2011.
E. ASTM C840 - Standard Specification for Application and Finishing of Gypsum Board; 2013.
F. ASTM C954 - Standard Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs
From 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness; 2011.
G. ASTM C1002 - Standard Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster
Bases to Wood Studs or Steel Studs; 2007 (Reapproved 2013).
H. ASTM C1396/C1396M - Standard Specification for Gypsum Board; 2014.
I. ASTM C1629/C1629M - Standard Classification for Abuse-Resistant Nondecorated Interior Gypsum Panel Products and Fiber-Reinforced
Cement Panels; 2006 (Reapproved 2011).
J. ASTM D3273 - Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber;
2012.
K. ASTM E90 - Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements;
2009.
L. ASTM E413 - Classification for Rating Sound Insulation; 2010.
M. GA-216 - Application and Finishing of Gypsum Board; Gypsum Association; 2013.
PART 2 PRODUCTS
2.01 GYPSUM BOARD ASSEMBLIES
A. Provide completed assemblies complying with ASTM C840 and GA-216.
B. Interior Partitions Indicated as Acoustic: Provide completed assemblies with the following characteristics:
1. Acoustic Attenuation: STC of 45-49 calculated in accordance with ASTM E413, based on tests conducted in accordance with ASTM E90.
C. Fire Rated Assemblies: Provide completed assemblies complying with applicable code.
2.02 METAL FRAMING MATERIALS
A. Non-Loadbearing Framing System Components: ASTM C645; galvanized sheet steel, of size and properties necessary to comply with ASTM
C754 for the spacing indicated, with maximum deflection of wall framing of L/240 at 5 psf (240 Pa).
1. Studs: "C" shaped with flat or formed webs with knurled faces.
2. Runners: U shaped, sized to match studs.
3. Ceiling Channels: C shaped.
B. Ceiling Hangers: Type and size as specified in ASTM C754 for spacing required.
C. Partition Head To Structure Connections: Provide track fastened to structure with legs of sufficient length to accommodate deflection, for
friction fit of studs cut short and fastened as indicated on drawings.
2.03 BOARD MATERIALS
A. Manufacturers - Gypsum-Based Board:
1. American Gypsum: www.americangypsum.com.
2. Georgia-Pacific Gypsum: www.gpgypsum.com.
3. USG Corporation: www.usg.com.
B. Gypsum Wallboard: Paper-faced gypsum panels as defined in ASTM C1396/C1396M; sizes to minimize joints in place; ends square cut.
1. Application: Use for vertical surfaces and ceilings, unless otherwise indicated.
2. Mold Resistance: Score of 10, when tested in accordance with ASTM D3273.
a. Mold-resistant board is required whenever board is being installed before the building is enclosed and conditioned.
3. Thickness:
a. Vertical Surfaces: 1/2 inch (13 mm).
C. Abuse-Resistant Wallboard:
1. Application: High-traffic areas indicated.
2. Mold Resistance: Score of 10, when tested in accordance with ASTM D3273.
3. Type: Fire-resistance rated Type X, UL or WH listed.
4. Thickness: 5/8 inch (16 mm).
5. Edges: Tapered.
2.04 ACCESSORIES
A. Acoustic Insulation: ASTM C665; preformed glass fiber, friction fit type, unfaced.
B. Joint Materials: ASTM C475 and as recommended by gypsum board manufacturer for project conditions.
C. High Build Drywall Surfacer: Vinyl acrylic latex-based coating for spray application, designed to take the place of skim coating and separate
paint primer in achieving Level 5 finish.
D. Screws for Attachment to Steel Members Less Than 0.03 inch (0.7 mm) In Thickness, to Wood Members, and to Gypsum Board: ASTM
C1002; self-piercing tapping type; cadmium-plated for exterior locations.
E. Screws for Attachment to Steel Members From 0.033 to 0.112 inch (0.8 to 2.8 mm) in Thickness: ASTM C954; steel drill screws for application
of gypsum board to loadbearing steel studs.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that project conditions are appropriate for work of this section to commence.
3.02 FRAMING INSTALLATION
A. Metal Framing: Install in accordance with ASTM C754 and manufacturer's instructions.
B. Suspended Ceilings and Soffits: Space framing and furring members as indicated.
1. Level ceiling system to a tolerance of 1/1200.
2. Laterally brace entire suspension system.
C. Studs: Space studs as permitted by standard.
1. Extend partition framing to structure where indicated and to ceiling in other locations.
2. Partitions Terminating at Ceiling: Attach ceiling runner securely to ceiling track in accordance with manufacturer's instructions.
3. Partitions Terminating at Structure: Attach extended leg top runner to structure, maintain clearance between top of studs and structure, and
brace both flanges of studs with continuous bridging.
D. Openings: Reinforce openings as required for weight of doors or operable panels, using not less than double studs at jambs.
E. Blocking: Install wood blocking for support of:
1. Framed openings.
2. Wall mounted cabinets.
3. Televisions
3.03 ACOUSTIC ACCESSORIES INSTALLATION
A. Acoustic Insulation: Place tightly within spaces, around cut openings, behind and around electrical and mechanical items within partitions, and
tight to items passing through partitions.
B. Acoustic Sealant: Install in accordance with manufacturer's instructions.
3.04 BOARD INSTALLATION
A. Comply with ASTM C 840, GA-216, and manufacturer's instructions. Install to minimize butt end joints, especially in highly visible locations.
B. Fire-Rated Construction: Install gypsum board in strict compliance with requirements of assembly listing.
3.05 JOINT TREATMENT
A. Finish gypsum board in accordance with levels defined in ASTM C840, as follows:
1. Level 4: Walls and ceilings to receive paint finish or wall coverings, unless otherwise indicated.
2. Level 1: Fire rated wall areas above finished ceilings, whether or not accessible in the completed construction.
B. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes.
1. Feather coats of joint compound so that camber is maximum 1/32 inch (0.8 mm).
C. Where Level 5 finish is indicated, spray apply high build drywall surfacer over entire surface after joints have been properly treated; achieve a
flat and tool mark-free finish.
3.06 TOLERANCES
A. Maximum Variation of Finished Gypsum Board Surface from True Flatness: 1/8 inch in 10 feet (3 mm in 3 m) in any direction.
END OF SECTION
SECTION 09511
ACOUSTICAL WORK
Refer to Division 1 - General Requirements.
1. Subcontractor shall provide all labor, materials, equipment and incidentals necessary and required for the completion of
this work.
3.02 PREPARATION
A. Remove sub-floor ridges and bumps. Fill minor or local low spots, cracks, joints, holes, and other defects with sub-floor filler.
B. Apply, trowel, and float filler to achieve smooth, flat, hard surface. Prohibit traffic until filler is cured.
C. Clean substrate.
3.03 INSTALLATION - GENERAL
A. Starting installation constitutes acceptance of sub-floor conditions.
B. Install carpet and cushion in accordance with manufacturer's instructions and CRI Carpet Installation Standard.
C. Install carpet and cushion in accordance with manufacturer's instructions and CRI 104.
D. Verify carpet match before cutting to ensure minimal variation between dye lots.
E. Lay out carpet and locate seams in accordance with shop drawings:
1. Locate seams in area of least traffic, out of areas of pivoting traffic, and parallel to main traffic.
2. Do not locate seams perpendicular through door openings.
3. Align run of pile in same direction as anticipated traffic and in same direction on adjacent pieces.
4. Locate change of color or pattern between rooms under door centerline.
5. Provide monolithic color, pattern, and texture match within any one area.
F. Install carpet tight and flat on subfloor, well fastened at edges, with a uniform appearance.
3.04 DIRECT-GLUED CARPET
A. Double cut carpet seams, with accurate pattern match. Make cuts straight, true, and unfrayed. Apply seam adhesive to cut edges of woven
carpet immediately.
B. Apply contact adhesive to floor uniformly at rate recommended by manufacturer. After sufficient open time, press carpet into adhesive.
C. Apply seam adhesive to the base of the edge glued down. Lay adjoining piece with seam straight, not overlapped or peaked, and free of gaps.
D. Roll with appropriate roller for complete contact of adhesive to carpet backing.
E. Trim carpet neatly at walls and around interruptions.
3.05 CLEANING
A. Remove excess adhesive from floor and wall surfaces without damage.
B. Clean and vacuum carpet surfaces.
END OF SECTION
SECTION 09685
CARPET TILE
PART 1 GENERAL
1.01SECTION INCLUDES
A. Carpet tile, fully adhered.
B. Removal of existing carpet tile.
1.02RELATED REQUIREMENTS
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. See Drawings; Product as noted.
2.02 MATERIALS
A. Carpet Tile: Tufted, manufactured in one color dye lot.
1. Product: See Drawings manufactured by As noted.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that sub-floor surfaces are smooth and flat within tolerances specified for that type of work and are ready to receive carpet tile.
B. Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work, are dust-free, and are ready to receive carpet
tile.
C. Verify that sub-floor surfaces are dust-free and free of substances that could impair bonding of adhesive materials to sub-floor surfaces.
3.02 PREPARATION
A. Remove existing carpet tile.
3.03 INSTALLATION
A. Starting installation constitutes acceptance of sub-floor conditions.
B. Install carpet tile in accordance with manufacturer's instructions and CRI Carpet Installation Standard.
C. Blend carpet from different cartons to ensure minimal variation in color match.
D. Cut carpet tile clean. Fit carpet tight to intersection with vertical surfaces without gaps.
E. Lay carpet tile in square pattern, with pile direction parallel to next unit, set parallel to building lines.
F. Fully adhere carpet tile to substrate.
G. Trim carpet tile neatly at walls and around interruptions.
H. Complete installation of edge strips, concealing exposed edges.
3.04 CLEANING
A. Remove excess adhesive without damage, from floor, base, and wall surfaces.
B. Clean and vacuum carpet surfaces.
END OF SECTION
SECTION 09900
PAINTS AND COATINGS
PART 1 GENERAL
1.01SECTION INCLUDES
A. Surface preparation.
B. Field application of paints, stains, varnishes, and other coatings.
C. Scope: Finish all interior and exterior surfaces exposed to view, unless fully factory-finished and unless otherwise indicated, including the
following:
D. Do Not Paint or Finish the Following Items:
1. Items fully factory-finished unless specifically so indicated; materials and products having factory-applied primers are not considered
factory finished.
2. Items indicated to receive other finishes.
3. Items indicated to remain unfinished.
4. Fire rating labels, equipment serial number and capacity labels, and operating parts of equipment.
5. Floors, unless specifically so indicated.
6. Glass.
7. Concealed pipes, ducts, and conduits.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Provide all paint and coating products used in any individual system from the same manufacturer; no exceptions.
B. Substitutions: See Section 01600 - Product Requirements.
2.02 PAINTS AND COATINGS - GENERAL
A. Paints and Coatings: Ready mixed, unless intended to be a field-catalyzed coating.
1. Provide paints and coatings of a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating, with
good flow and brushing properties, and capable of drying or curing free of streaks or sags.
2. Supply each coating material in quantity required to complete entire project's work from a single production run.
3. Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedure is specifically described in manufacturer's
product instructions.
B. Primers: Where the manufacturer offers options on primers for a particular substrate, use primer categorized as "best" by the manufacturer.
C. Volatile Organic Compound (VOC) Content:
1. Provide coatings that comply with the most stringent requirements specified in the following:
a. 40 CFR 59, Subpart D--National Volatile Organic Compound Emission Standards for Architectural Coatings.
2. Determination of VOC Content: Testing and calculation in accordance with 40 CFR 59, Subpart D (EPA Method 24), exclusive of colorants
added to a tint base and water added at project site; or other method acceptable to authorities having jurisdiction.
2.03 PAINT SYSTEMS - INTERIOR
A. Paint I-OP - All Interior Surfaces Indicated to be Painted, Unless Otherwise Indicated: Including gypsum board, concrete, concrete masonry,
brick, wood, aluminum, and _____.
1. Two top coats and one coat primer.
2. Primer(s): As recommended by manufacturer of top coats.
B. Paint I-OP-MD-DT - Medium Duty Door/Trim: For surfaces subject to frequent contact by occupants, including metals, wood, and ______:
1. Two top coats and one coat primer.
PART 3 EXECUTION
3.01 PREPARATION
A. Clean surfaces thoroughly and correct defects prior to coating application.
B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project
conditions.
C. Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim, escutcheons, and fittings, prior to preparing
surfaces or finishing.
D. Seal surfaces that might cause bleed through or staining of topcoat.
E. Remove mildew from impervious surfaces by scrubbing with solution of tetra-sodium phosphate and bleach. Rinse with clean water and allow
surface to dry.
F. Concrete and Unit Masonry Surfaces to be Painted: Remove dirt, loose mortar, scale, salt or alkali powder, and other foreign matter. Remove
oil and grease with a solution of tri-sodium phosphate; rinse well and allow to dry. Remove stains caused by weathering of corroding metals
with a solution of sodium metasilicate after thoroughly wetting with water. Allow to dry.
G. Gypsum Board Surfaces to be Painted: Fill minor defects with filler compound. Spot prime defects after repair.
H. Aluminum Surfaces to be Painted: Remove surface contamination by steam or high pressure water. Remove oxidation with acid etch and
solvent washing. Apply etching primer immediately following cleaning.
I. Galvanized Surfaces to be Painted: Remove surface contamination and oils and wash with solvent. Apply coat of etching primer.
J. Corroded Steel and Iron Surfaces to be Painted: Prepare using at least SSPC-SP 2 (hand tool cleaning) or SSPC-SP 3 (power tool cleaning)
followed by SSPC-SP 1 (solvent cleaning).
K. Uncorroded Uncoated Steel and Iron Surfaces to be Painted: Remove grease, mill scale, weld splatter, dirt, and rust. Where heavy coatings of
scale are evident, remove by hand or power tool wire brushing or sandblasting; clean by washing with solvent. Apply a treatment of phosphoric
acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Prime paint entire surface; spot prime after repairs.
L. Shop-Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches
inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. Re-prime entire shop-primed item.
M. Exterior Wood Surfaces to Receive Opaque Finish: Remove dust, grit, and foreign matter. Seal knots, pitch streaks, and sappy sections. Fill
nail holes with tinted exterior calking compound after prime coat has been applied. Back prime concealed surfaces before installation.
3.02 APPLICATION
A. Exterior Wood to Receive Opaque Finish: If final painting must be delayed more than 2 weeks after installation of woodwork, apply primer
within 2 weeks and final coating within 4 weeks.
B. Apply products in accordance with manufacturer's instructions.
C. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is applied.
D. Apply each coat to uniform appearance.
E. Sand wood and metal surfaces lightly between coats to achieve required finish.
F. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior to applying next coat.
G. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing.
END OF SECTION
70'-8"
79'-6"
79'-6"
PLAN KEY NOTES:
(TYPICAL THIS SHEET ONLY)
CORRIDOR ARETO BE NON RATED, WALLS EXTEND 6" ABOVE LAY-IN CEILING, THEY DO
NOT EXTEND TO UNDERSIDE OF DECK.
1 HOUR RATED WALL CONSTRUCTION
CODE STUDY COMMENTS
BUILDING IS NOT FULLY SUPPRESSED, NO SUPPRESSION IS PRESENT IN AREA OF WORK .
IN THE AREA OF SCOPE, WORK BEING PREFORMED DOES NOT CHANGE USE, OCCUPANCY
LOAD OR ALTER PATHS OF EGRESS. ALL EXISTING FIRE PROTECTION SYSTEMS ARE TO
RE-INSTALLED AFTER CONSTRUCTION TO MAINTAIN CONTINUITY AND INTENT OF
ORIGINAL DESIGN. RELOCATION OF EXIST. FIXTURES MAY BE REQUIRED DURING FINAL
DESIGN.
1
FLOOR PLAN
SCALE: 3/32"=1'-0"
N
AREA OF SCOPE
SCOPE OF THIS PROJECT INCLUDES THE RENOVATION OF THE EXISTING BREAK
ROOM TO PROVIDE ARCHITECTURAL RENOVATIONS, MECHANICAL/ELECTRICAL
UPGRADES AND NEW INTERIOR FINISHES IN THE ARE HATCHED. PLEASE SEE
COMPLETE ARCHITECTURAL, FINISHES AND MECHANICAL/ELECTRICAL SHEETS
FOR DETAILS OF WORK.
1
EXIT
EXIT
EXIT
LEGEND
EXISTING NOT UPGRADED; ALL NEW WORK
TO CONFORM TO:
2 HOUR FIRE RATED WALL
90 MINUTE OPENINGS
1 HOUR FIRE RATED WALL
60 MINUTE OPENINGS
45 MINUTE DOORS
1 HOUR FIRE RATED WALL
20 MINUTE OPENINGS
OCCUPANT LOAD
TOTAL EXIT LOAD
2 HOUR FIRE RATED WALLS
90 MINUTE OPENINGS
1 HOUR RATED CORRIDOR
SMOKE BARRIER
SMOKE TIGHT OPENINGS
APPROVED STAIRWAY
1 HOUR RATED WALLS
60 MINUTE OPENINGS
1 HOUR RATED FIRE BARRIER
& AUTOMATIC EXTINGUISHING
SYSTEMS
45 MINUTE DOORS
DISTANCE TO EXIT
X
ROOM
NAME
X
PARTIAL FLOOR PLAN
SCALE: 1/8"=1'-0"
N
EXIT
EXIT
2
2
2
PARTIAL FLOOR PLAN
SCALE: 1/8"=1'-0"
N
2
S
S
S
7'-4"
9'-0"
ETR
ETR
1. ALL DEMOLITION WORK REQUIRED IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON
THE DEMOLITION PLANS. THE INTENT IS TO REMOVE ALL MECHANICAL, ELECTRICAL, AND
ARCHITECTURAL ITEMS AS REQUIRED TO FACILITATE NEW CONSTRUCTION.
2. COORDINATE SCOPE AND EXTENT OF DEMOLITION WORK WITH NEW WORK PLANS AND
DETAILS.
3. ALL WALLS, DOORS, FRAMES, AND RELATED HARDWARE ASSEMBLIES DESIGNATED AS "TO
BE REMOVED" (SHOWN AS DASHED LINES) SHALL BE COMPLETELY REMOVED AND
DISPOSED OF AS DESIGNATED BY OWNER/TENANT. ALL EXISTING WALLS NOT
DESIGNATED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE AND REMAIN "AS-IS".
4. ALL EQUIPMENT, DOORS, FRAMES, RELATED HARDWARE, AND DESIGNATED ITEMS TO BE
SALVAGED SHALL BE REMOVED, PROTECTED FROM DAMAGE, AND STORED FOR REUSE.
5. CLEAN AND REPAIR ALL EXISTING FLOOR FINISHES AS NECESSARY.
6. ALL DEMOLITION WORK SHALL BE PERFORMED IN A NEAT AND WORKMANLIKE MANNER.
ALL SURFACES ADJACENT TO AND ABUTTING TO THOSE DESIGNATED "TO BE REMOVED"
SHALL BE LEFT WITH A SMOOTH AND FLUSH APPEARANCE.
7. THE CONTRACTOR SHALL EXERCISE ALL REQUISITE CARE NECESSARY TO ENSURE THAT
ALL EQUIPMENT, MATERIALS, FINISHES AND ASSEMBLIES WHICH ARE NOT BEING
REMOVED ARE PROTECTED FROM DAMAGE DURING DEMOLITION AND SUBSEQUENT
CONSTRUCTION OPERATIONS.
8. REFER TO MECHANICAL AND ELECTRICAL DEMOLITION DRAWINGS AND SPECIFICATIONS
FOR ADDITIONAL DEMOLITION INFORMATION.
9. GENERAL PRECAUTIONS SHALL BE TAKEN AS NECESSARY TO HOLD ALL DISRUPTION,
DUST, DIRT, NOISE, AND DEBRIS TO A MINIMUM.
10. THE CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH OWNER TO ENSURE
THAT IMPACTS ON THE BALANCE OF THE BUILDING ARE HELD TO A MINIMUM.
11. PREPARE ALL SURFACES TO RECEIVE THE NEW WORK AND FINISHES OF THE CONTRACT.
12. THE CONTRACTOR SHALL DESIGN, PROVIDE, INSTALL AND MAINTAIN ANY AND ALL
TEMPORARY BRACING AS REQUIRED TO ENSURE THE STABILITY OF THE BUILDING
ASSEMBLY AND/OR ANY SYSTEMS AND/OR SUB-ASSEMBLIES AND/OR SYSTEMS
APPURTENANT THERETO UNTIL SAID ASSEMBLY AND/OR SUB-ASSSEMBLIES ARE
COMPLETE, SELF-SUPPORTING AND/OR STABLE.
GENERAL DEMOLITION PLAN NOTES:
DEMOLITION PLAN KEY NOTES:
(TYPICAL THIS SHEET ONLY)
REMOVE EXISTING FLOORING AND BASE COMPLETE
REMOVE EXISTING MILL WORK, PREP PLUMBING AND SLAB AS REQ'D TO ACCOMMODATE
NEW WORK
REMOVE DOOR, FRAME AND HARDWARE COMPLETE
REMOVE PORTION OF WALL ABOVE 3'-6", KNEE WALL TO REMAIN, REWORK EXISTING
ELEC. AND DATA AS REQ'D TO ACCOMMODATE NEW WALL CONFIGURATION.
LAY-IN CEILING AND PADS TO REMAIN
NOT USED
REMOVE EXIST. LIGHT FIXTURE
REMOVE LAY-IN CEILING/PADS COMPLETE
LINE OF TERMINATION OF NEW LAY-IN CEILING
REMOVE DIFFUSER/SUPPLY
EXISTING FIRE STROBE TO REMAIN
REMOVE EXISTING COLUMN CLADDING TO EXPOSED STEEL COLUMN.
REMOVE PORTION OF WALL, PROVIDE LINTEL AS REQ'D FOR NEW DOOR OPENING
REMOVE SURFACE MOUNTED FIXTURE
REMOVE SURFACE MOUNTED FIXTURE AND DISCONNECT, PROVIDE WHITE BLANK COVER
PLATE AT EXISTING J-BOX TO REMAIN
LINE DEFINES GENERAL AREA OF WORK. ADDITIONAL WORK OR
INTERACTION WITH ADJACENT AREAS OUTSIDE BOUNDARY MAY
BE REQUIRED. LINE SHOULD NOT BE USED AS A CONSTRUCTION
SCOPE BOUNDARY.
D1
D2
WALL TO REMAIN
WALL TO BE REMOVED
DOOR TO REMAIN
DOOR, FRAME AND HARDWARE TO BE REMOVED UNLESS NOTED
OTHERWISE
DESIGNATED ITEM TO REMAIN
DESIGNATED ITEM TO BE REMOVED
DEMOLITION KEY:
7'-4"
D1
D1
D1
D1
D2
D3
D3
D3
D4
D5
D4
D4
D5
D5
D5
D5
D8
D6
D7
D7
D7
D7D7
D7 D7D7 D7
D7D7
D7D7
D7
D7
D7
D7
D7
D7
D7
D7
D7
D7
D7
D7
D7
D8
D8
D8
D9
D9
D10
D10D10
D10
D10
D11
D11
DEMOLITION 1ST FLOOR PLAN
SCALE: 1/8"=1'-0"
N
DEMOLITION 1ST FLOOR CELING PLAN
SCALE: 1/8"=1'-0"
N
D7
D7
D7
D7
D7
D7
D12
D12
D13
D13
D8
D13
D12
DEMOLITION 2ND FLOOR CELING PLAN
SCALE: 1/8"=1'-0"
N
D14
D15
D14
D14
D14
D14
D15
D16 D16
D16
D16
D9
D7
D7
D7
D7
D10
D10
D10
D10
D12
D9
D1
15'-3" 1'-6" 5'-7"5'-0"
5'-0
"1
3'-1
1"
18
'-0
"
26'-2"
17
'-8
"
15'-3" 1'-6" 5'-7"5'-0"
5'-0
"1
3'-1
1"
18
'-0
"
26'-2"
17
'-8
"
- 5/8" THK GYP. BD.
- MTL STUDS @ 16" O.C.
W/ SOUND BATT INSUL.
- 5/8" THK GYP. BD.
(1HR RATED ASSEMBLY
UL# U465)
(TYPICAL UNLESS
NOTED OTHERWISE)
- 5/8" THK GYP. BD.
- MTL STUDS @ 16" O.C. W/
BATT INSUL.
5/8"
SEE PLAN
WALL TYPE SCHEDULE
EX
TE
RIO
R W
AL
L
FR
AM
IN
G
NOTES:
* ALL WALL TYPES EXTEND FROM FLOOR TO UNDERSIDE ROOF/FLOOR DECK UNLESS NOTED OTHERWISE.
* REFER TO FLOOR PLAN FOR WALL THICKNESS.
* REFER TO CODE PLAN FOR WALL RATING REQUIREMENTS.
- SIMILAR TO TYPE 1A
EXCEPT LESS BATT
INSUL.
- 5/8" THK GYP. BD.
- 7/8" MTL HATCHANNEL
NO INSUL.
5/8"
SEE PLAN
5/8"
SEE PLAN
5/8"
1A 2B 3
1B
1. THIS DRAWING IS DIAGRAMMATIC AND SHOULD BE USED TO DETERMINE THE DESIGN
INTENT. THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE SET OF WORK AS
INDICATED AND SHALL FIELD VERIFY ALL WORK, COORDINATE ALL DRAWINGS / NEW WORK
AND SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES IN THE DOCUMENTS
BEFORE PROCEEDING. FAILURE TO DO SO WILL RESULT IN THE CONTRACTOR TAKING
FULL RESPONSIBILITY AND LIABILITY FOR SAID DISCREPANCIES.
2. ALL DIMENSIONS ARE SHOWN FROM FINISH FACE TO FINISH FACE OF PARTITION UNLESS
OTHERWISE NOTED.
3. WALL THICKNESS' ARE NOMINAL NOT ACTUAL DIMENSIONS. SEE WALL SCHEDULE FOR
ACTUAL DIMENSIONS.
4. ALL WOOD, INCLUDING BLOCKING, USED ON THE PROJECT SHALL BE FIRE RETARDANT
TREATED.
5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL, STATE, COUNTY CODE
REGULATIONS, O.S.H.A., AND THE AMERICAN WITH DISABILITIES ACT (ADA). REFER TO THE
CODE PLAN FOR MORE INFORMATION.
6. PROVIDE POSITIVE SLOPE TO ALL FLOOR DRAINS WHILE KEEPING FLOOR LEVEL AT WALL
BASE CONDITION.
7. PROVIDE TRANSITION STRIPS AT EACH CHANGE IN FLOOR FINISH MATERIALS.
8. PAINT, PATCH AND REPAIR THE FOLLOWING TO MATCH EXISTING MATERIALS: FLOOR,
WALL, AND CEILING SURFACES AS REQUIRED ADJACENT TO AREAS BEING DEMOLISHED.
REFER TO DEMOLITION DRAWINGS FOR MORE INFORMATION.
9. REINFORCE WALL AND PROVIDE BLOCKING AS REQUIRED TO SUPPORT WALL CABINETS
AND COUNTERTOPS.
10. THE CONTRACTOR SHALL PROVIDE AND INSTALL WALL REINFORCING FOR INSTALLATION
OF ACCESSORIES, COAT RACKS, CHART RACKS, CASEWORK, AND OTHER WALL MOUNTED
ITEMS.
11. CLEAN AND REPAIR ALL EXISTING FLOOR FINISHES AS NECESSARY.
12. ALL EXPOSED PIPES, DUCTS, AND CONDUIT TO BE PAINTED TO MATCH EXISTING.
13. PROVIDE CONTROL JOINTS IN GYPSUM BOARD PARTITIONS AT 30'-0" O.C. MAXIMUM AND AS
INDICATED IN THE CONTRACT DOCUMENTS.
14. COORDINATE WITH OWNER'S EQUIPMENT SUPPLIER FOR INSTALLATION REQUIREMENTS /
LOCATIONS OF FLOOR / WALL / CEILING MOUNTED ITEMS; IE. CAMERAS, TV'S, SPEAKERS,
SENSORS, SECURITY WIRING, VAULTS, ATM'S.
15. CONTRACTOR SHALL CONDUCT A ROUGH ELECTRICAL INSPECTION WITH OWNER, PRIOR
TO ENCLOSING WALLS, FOR THE PURPOSE OF CONFIRMING ALL J-BOX LOCATIONS FOR
POWER, DATA, VOICE, SWITCH, THERMOSTAT, ETC.
16. CONTRACTOR TO FILL ANY AND ALL EQUIPMENT PENETRATIONS OR DEPRESSIONS INTO
OR THROUGH THE EXISTING SLAB THAT WILL NOT BE UTILIZED TO FEED NEW EQUIPMENT
(I.E. ABANDONED FLOOR CORES, IMPRESSION FROM PREVIOUS EQUIPMENT FLOOR PLATE
REMOVAL). PENETRATIONS SHALL BE FILLED WITH NON-SHRINK GROUT. THE SIDES OF
ANY EXISTING OPENINGS SHALL BE MODIFIED/TAPERED SO THAT THEY ARE WIDER AT THE
TOP THAN AT THE BOTTOM. FOR LARGE OPENINGS, PROVIDE ONE (1) #5 BAR 2" UP FROM
BOTTOM OF HOLE.
17. A TACTILE SIGN STATING 'EXIT' AND COMPLYING WITH ICC-A117.1 SHALL BE PROVIDED
ADJACENT TO EACH DOOR TO AN 'AREA OF REFUGE', AN EXTERIOR AREA FOR ASSISTED
RESCUE, AN EXIT STAIRWAY, AN EXIT RAMP, AN EXIT PASSAGEWAY, AND THE EXIT
DISCHARGE.
18. PROVIDE PERMANENT 2-INCH HIGH LETTERING MARKING AND IDENTIFICATION AT ALL FIRE
WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS, SMOKE PARTITIONS OR ANY
OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS AT 30 FEET
MAXIMUM HORIZONTAL INTERVALS, MINIMUM 2 LOCATIONS EACH WALL, IN ACCESSIBLE
CONCEALED FLOOR, FLOOR-CEILING, OR ATTIC SPACES PER CODE.
GENERAL FLOOR PLAN NOTES:
FLOOR PLAN KEY NOTES:
(TYPICAL THIS SHEET ONLY)
NEW BUTT-GLAZED GLASS ON 3'-6" KNEE WALL, PROVIDE DATA AND
POWER AS REQ'D
NEW MILL WORK, PROVIDE PLUMBING TO ACCOMMODATE NEW SINK
MILLWORK PENINSULA, AT 42" AFF. PROVIDE PEDESTAL BASE SUPPORT
REFRIGERATOR BY OWNER
PROVIDE MILL WORK ABOVE COUNTER TOP FOR DOUBLE STACKED
MICROWAVE OVENS
36" ROUND TABLE AND CHAIRS (FOR REFERENCE ONLY,
ALL FURNITURE BY OWNER)
VENDING MACHINES (BY OWNER VENDOR)
NOT USED
PROVIDE NEW RUBBER FLOORING BY NORA AND RUBBER WALL BASE IN
CORRIDOR AND AT RAMP, COLOR TO BE SELECTED BY OWNER
FURR OUT WALL WITH 3/4" GYP. BD ON METAL HAT CHANNELS
PROVIDE RESILIENT PLANK FLOORING
BANQUETTE SEATING WITH CHAIRS AND 24x60 TABLE (BY OWNER)
SEE ELEVATION 4/A1.1 FOR TV. WALL RECESS DIMENSIONS
LINE DEFINES GENERAL AREA OF WORK. ADDITIONAL WORK OR
INTERACTION WITH ADJACENT AREAS OUTSIDE BOUNDARY MAY
BE REQUIRED. LINE SHOULD NOT BE USED AS A CONSTRUCTION
SCOPE BOUNDARY.
1
2
ARCHITECTURAL FLOOR PLAN
SCALE: 1/8"=1'-0"
N
LOCATOR PLAN
NOT TO SCALE
N
PROJECT AREA
GENERAL FLOOR PLAN NOTES CON'T:
PARTIALL FLOOR PLAN
SCALE: 1/4"=1'-0"
1
1
2
3
3
4
4
5
5
66
66
7
7
8
8
8
9
9
9
10
10
11
11
7
7
7
4
-
1
2
A-6.1
6
A-6.1
5
A-6.1
128.1A
1B
CORRIDOR
128.1
128.1B
128.1G
EXIST
128.1H
BREAK
ROOM
128
VENDING
122.0
CORRIDOR
EXIST
128A
CORRIDOR
128.1
CORRIDOR
128.1
CORRIDOR
128.1
VENDING
122.0
BREAK
ROOM
128
1
A-1.1
1
A-1.1
1B 1B
2B
2B
3
1A
1A
3
12
1212
128.1C
128.1D
128.1E
128.1F
2
A-6.1
3
A-6.1
EXIST
13
14
14
10
11
STEEL RUNNER FASTENED
TO STRUCTURE ABOVE
5/8" GYP. BOARD - EXTEND 8"
ABOVE ACOUSTIC CEILING TILE
ACOUSTIC CEILING TILE AND
TEE
REFER TO RCP
CORNER REINFORCEMENT
MIN. 3 5/8" STEEL STUD @
24" O.C.
RE
FE
R T
O R
CP
FO
R H
EIG
HT
A
.F
.F
.
PROVIDE DIAGONAL
BRACING 48" OC MAX.
8"; T
YP
S
S
S
1. SWITCH SYMBOL INDICATES THE LOCATION FOR SWITCHING ALL FIXTURES WITHIN THAT
ROOM UNLESS NOTED OTHERWISE. REFER TO ELECTRICAL DRAWINGS FOR FURTHER
INFORMATION AS REQUIRED.
2. CONTRACTOR TO CENTER ALL CEILING MOUNTED ITEMS (i.e.. RECESSED LIGHT FIXTURES,
SMOKE DETECTORS, FIRE SUPPRESSION HEADS) WITHIN THE ASSOCIATED CEILING TILE
AS SHOWN. COORDINATE FINAL LOCATION WITH THE APPROPRIATE MECHANICAL,
ELECTRICAL, FIRE ALARM, AND FIRE SUPPRESSION DRAWINGS AS REQUIRED.
3. REFER TO WALL TYPES FOR WALLS THAT PENETRATE CEILINGS.
4. REFER TO MECHANICAL HVAC PLANS FOR DIFFUSER / GRILLE SIZES.
5. FOR LIGHT FIXTURE TYPES SEE ELECTRICAL LIGHTING PLANS.
6. REFER TO DIMENSIONS ON REFLECTED CEILING PLAN TO LOCATE / LAYOUT CEILING GRID
AND LIGHT FIXTURES.
7. ACCESS PANELS TO BE INDEPENDENTLY MOUNTED, DO NOT SUPPORT ON CEILING GRID.
COORDINATE SIZE, QUANTITY AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL
DRAWINGS.
GENERAL REFLECTED CEILING PLAN NOTES:
REFLECTED CEILING PLAN KEY NOTES:
(TYPICAL THIS SHEET ONLY)
EXIST. CEILING TO REMAIN
NEW 2X2 GRID, REWORK EXIST. HVAC SUPPLY AND DIFFUSERS VIF EXISTING LOCATIONS,
CEILING HEIGHT TO REMAIN CONSISTENT AFF AS FINISH FLOOR HEIGHT VARIES.
NEW 2X4 LED FIXTURE BY LITHONIA
NEW 1X4 LED FIXTURE BY LITHONIA IN EXISTING CEILING GRID, REPAIR DAMAGED TILES
AS REQ'D.
6" CAN LIGHTS,
NEW LINEAR DIFFUSERS
NEW PENDANT LIGHTS OVER NEW ISLAND
NOT USED
NEW SURFACE MOUNTED LED LIGHTS
REPAINT CEILING,ACCESS PANELS AND DIFFUSERS/AIR RETURNS TO MATCH EXISTING
ADJACENT
LINE DEFINES GENERAL AREA OF WORK. ADDITIONAL WORK OR INTERACTION WITH
ADJACENT AREAS OUTSIDE BOUNDARY MAY BE REQUIRED. LINE SHOULD NOT BE USED
AS A CONSTRUCTION SCOPE BOUNDARY.
NEW GYPSUM BOARD SOFFIT TO BE PAINTED (PT-5)
A
B
ACOUSTIC CEILING TILE SYSTEM PER
SPECIFICATION
1'X4' LED LIGHT FIXTURE
2'X4' LED LIGHT FIXTURE
2'X2 'LED LIGHT FIXTURE
2'X4' LED NIGHT LIGHT FIXTURE, SEE
ELECTRICAL
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
GYPSUM BOARD CEILING AND/OR SOFFIT
RECESSED DOWNLIGHT FIXTURE
EMERGENCY LIGHT FIXTURE W/ BATTERY
SUPPLY
ELEVATION ABOVE FINISHED FLOOR
SMOKE DETECTOR
WALL WASHING LIGHT FIXTURE
UNDER CABINET LIGHT FIXTURE
WALL SWITCH
FIRE SUPPRESSION HEAD
SPEAKER
S
2'X4' LEDLIGHT FIXTURE WITH 'XX' CELL,
DEEP-CELL PARABOLIC DIFFUSER
2'X4' LED DIRECT/INDIRECT LIGHT FIXTURE
S
EXIT LIGHT (SHADING INDICATES LIGHTED
FACE)
REFLECTED CEILING LEGEND
DESCRIPTIONSYMBOL
SWALL SCONCE FIXTURE
EXISTING FIXTURE TO REMAINE
EXISTING FIXTURE TO BE RELOCATEDR
DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL
EXHAUST AIR GRILL
HEIGHT
REFLECTED CEILING PLAN
SCALE: 1/4"=1'-0"
N
8'-4"
8'-0"
9-6"
ETR
ETR
8'-6"
ETR
A
A
A
A
A
A
A
A
A
A
A
A
A
A
B
B
C
CCCC
C
C
C
C
C
C
C
C
D
D
D
D
D
D
D
D
D
D
D
B
E
E
TYP.
E
TYP.
F
F
F
G
G
H
7'-8"
9-6"
8'-0"
7'-4"
7'-4"
ETR
ETR
8'-4"
BRACED SOFFIT DETAILX
TYP.
SCALE: 1 1/2"=1'-0"
2ND FLOOR CELING PLAN
SCALE: 1/8"=1'-0"
N
J
J
J
J
J
K
K
L
L
L
M
M
M
M
M
C
C
C
A
B
2"
1'-8" 3'-4"
2'-1
0"
3'-6
"
9"
4"
BASE AS SCHEDULED
GYP. BOARD SOFFIT
COUNTERTOP AND
BACK SPLASH
P.LAM FILLER PANEL
WALL BASE ON TOE
KICK AS SCHEDULED
P.LAM BASE CABINETS
1
A7.1
OPEN TO
BEYOND
1'-6
"
3'-6
"
BASE AS SCHEDULED
BANQUET BOOTH
SEATING BY OTHERS
GYP. BOARD SOFFIT
3'-0
"4
'-4
"
4'-4"
PROVIDE 4" GYP. BD.
RECESS FOR TV.
(TV BY OWNER)
OPEN TO
BEYOND
OPEN TO
BEYOND
OPEN TO
BEYOND
BASE AS SCHEDULED
GYP. BOARD SOFFIT
1'-4"
4"
2'-1
0"
2'-4"3'-0"3'-2 1/2" 1'-5"1'-5" 1'-5" 1'-5"
2'-1
0"
1'-8"
2'-9
1
/2
"
1"
1 1/2"
WALL BASE ON TOE
KICK AS SCHEDULED
GYP. BOARD SOFFIT
COUNTERTOP AND
BACK SPLASH
FULL HEIGHT WALL
TILE
P.LAM BASE
CABINETS
P.LAM MICROWAVE
SHELVES
P.LAM FILLER
PANEL
1
A7.1
2
A7.1
3
A7.1
VENDING MACHINE
BY OWNER
PROVIDE NEW
ELECTRICAL
OUTLET FOR
EACH MACH.
TYP.
REFRIGERATOR
BY OWNER
ELECTRICAL OUTLET,
TYP.
3'-6
"
BRUSHED STAINLESS
STEEL SUPPORT
BRACKET
GYP. BOARD SOFFIT
BARTOP
PENDANT LIGHT
FIXTURES
4
A7.1
OPEN TO
BEYOND
OPEN TO
BEYOND
OPEN TO
BEYOND
BASE AS SCHEDULED
GYP. BOARD SOFFIT
3'-6
"7
'-8
"
INTERIOR ELEVATION1
A1.1
SCALE: 1/4" = 1'-0" #128 BREAK ROOM / # 128.1 CORRIDOR
INTERIOR ELEVATION2
A1.1
SCALE: 1/4" = 1'-0" #122.0 VENDING / #128 BREAK ROOM
INTERIOR ELEVATION3
A1.1
SCALE: 1/4" = 1'-0" #128 BREAK ROOM
INTERIOR ELEVATION4
A1.1
SCALE: 1/4" = 1'-0" #128 BREAK ROOM
INTERIOR ELEVATION5
A1.1
SCALE: 1/4" = 1'-0" # 128.1 CORRIDOR
INTERIOR ELEVATION6
A1.1
SCALE: 1/4" = 1'-0" # 128.1 CORRIDOR
4"
2'-1"
SE
E E
LE
VA
TIO
NS
FINISHED FLOOR AS SCHEDULED
BASE AS SCHEDULED ON MDF
TOE KICK
P.LAM ON 3/4" MDF DOOR
P.LAM ON 3/4" ADJUSTABLE MDF
SHELF
1"
P.LAM ON MDF
BASE CABINET
P.LAM ON 3/4" MDF DRAWER
4" DOOR / DRAWER PULL AS
SPECIFIED, TYPICAL
CONTINUOUS
SEALANT JOINT
1/2" SOLID SURFACE
COUNTERTOP WITH APPLIED
BACKSPLASH & SIDESPLASH
1-1/2" SOLID SURFACE EDGE
4"
2"
4"
2'-1"
SE
E E
LE
VA
TIO
NS
FINISHED FLOOR AS SCHEDULED
BASE AS SCHEDULED ON MDF
TOE KICK
P.LAM ON 3/4" MDF DOOR
1"
P.LAM ON MDF
BASE CABINET
P.LAM ON 3/4" FIXED PANEL
4" DOOR / DRAWER PULL AS
SPECIFIED, TYPICAL
CONTINUOUS
SEALANT JOINT
1-1/2" SOLID SURFACE EDGE4
"
UNDERMOUNT SINK AND FAUCET
ASSEMBLY AS SPECIFIED
3"
MAX.
1/2" SOLID
SURFACE
COUNTERTOP
WITH APPLIED
BACKSPLASH &
SIDESPLASH
CONTINUOUS SEALANT JOINT
2"
1'-6"
1'-4
" C
LE
AR
2'-1
0" H
OL
D
MICROWAVE
ELECTRICAL
OUTLET, EXTEND
BOX FROM WALL
TO MOUNT COVER
PLATE ON
MILLWORK REAR
PANEL, CABINET
AND ELECTRICAL
SUBCONTRACTORS
SHALL
COORDINATE
WORK
P.LAM ON 3/4" MDF MICROWAVE
SHELF. COORDINATE OPENING
DIMENSIONS WITH EQUIPMENT TO
BE PROVIDED BY OWNER
MICROWAVE
1'-4
" C
LE
AR
P.LAM ON 3/4" MDF MICROWAVE
SHELF. COORDINATE OPENING
DIMENSIONS WITH EQUIPMENT TO
BE PROVIDED BY OWNER
CONTINUOUS ALUMINUM
SUPPORT ANGLE WHERE
COUNTER TOP MEETS WALL
CONSTRUCTION
2-1/2" SOLID SURFACE EDGE
2'-0"
3'-6
"
4"
8" Ø STAINLESS STEEL BASE
ADJACENT CABINET
W/ SOLID SURFACE
COUNTER TOP
BASE
1. REFER TO ELEVATIONS FOR SPECIFIC DOOR AND DRAWER CONFIGURATIONS AND
CABINET HEIGHTS.
2. CONTRACTOR SHALL COORDINATE INSTALLATION OF BLOCKING IN STUD CAVITY AS
REQUIRED FOR CABINET INSTALLATION.
3. PLASTIC LAMINATE FINISH SHOULD BE CONSIDERED TYPICAL AT ALL SURFACES OF ALL
COMPONENTS EXPOSED IN FINISHED INSTALLATION (WITH THE EXCEPTION OF ALL
DOOR AND DRAWER EDGES AND ALL SIDES OF ADJUSTABLE SHELVES, WHICH SHALL
HAVE 3mm PVC EDGE BANDING TO MATCH THE LAMINATE, EXCEPT AT LOCATIONS OF
INSTALLED QUARTZ). INTERIOR CABINET SURFACES AND SHELVES WITHIN ENCLOSED
CABINETS SHALL BE FINISHED WITH WHITE MELAMINE.
4. STANDING AND RUNNING TRIM RAILS TO RECEIVE STAINED FINISH SHALL COMPLY
WITH AWI (ARCHITECTURAL WOODWORK INSTITUTE) SECTION 300.
5. WOOD CABINETS (CASEWORK) TO RECEIVE STAINED FINISH SHALL COMPLY WITH AWI
SECTION 400 AND ITS DIVISION 400A "WOOD CABINETS", GRADE: PREMIUM.
6. PROVIDE HIGH PRESSURE LAMINATE AS INDICATED IN FINISH SCHEDULE.
7. COUNTERTOPS SHALL COMPLY WITH AWI SECTION 400 AND ITS DIVISION 400C, GRADE:
PREMIUM.
8. MILLWORK SHALL BE FACTORY FABRICATED AS FAR AS POSSIBLE, AND DELIVERED TO
THE SITE, READY FOR INSTALLATION AND HOOKUP TO ELECTRICAL AND MECHANICAL
ITEMS.
9. CABINET BASES SHALL BE AN INTEGRAL PART OF THE CABINET CONSTRUCTION. PRIME
PAINT FACE OF BASE IN SHOP WHERE VINYL OR RUBBER BASE IS INDICATED. WHERE
NO BASE IS INDICATED PROVIDE P.LAM TO MATCH CABINET.
10. PROVIDE BACKING SHEET ON UNDERSIDE OF PLASTIC LAMINATE SURFACED SHELF
AND ON REAR FACE OF ANY PLASTIC LAMINATE FACED ITEMS, WHERE STANDARD FACE
SHEET IS NOT INDICATED OR EXPOSED TO VIEW.
11. SCRIBE CABINETRY HORIZONTAL AND VERTICAL JOINTS TO WALL. FIELD CUT FOR
CAREFUL FIT WITH MAXIMUM 1/16" GAP. PROVIDE CONTINUOUS CLEAR SEALANT JOINT.
12. CORE MATERIAL FOR CABINETS SHALL BE 3/4" THICK MDF (WITH THE EXCEPTION OF
COUNTERTOPS CONTAINING SINKS, WINDOW SILLS, AND OTHER WET LOCATIONS,
WHICH SHALL BE WATER RESISTANT MDF).
13. ADHESIVE FOR LAMINATING SHALL BE A CONTACT ADHESIVE PER MANUFACTURER'S
STANDARD RECOMMENDATIONS.
14. ALL EXPOSED EDGES OF MILLWORK COUNTERTOPS, WORKSURFACES, LOCKER
BENCHES, OR OTHER MILLWORK ITEMS SHALL BE FABRICATED WITH A MINIMUM 1 INCH
RADIUS (NO SQUARE EDGES).
15. AT ALL ADA SINK LOCATIONS, THE FRONT OF LAVATORIES AND SINKS SHALL BE 34
INCHES MAXIMUM ABOVE THE FLOOR, MEASURED TO THE HIGHER OF THE RIM OR
COUNTER SURFACE.
GENERAL MILLWORK NOTES:
MILLWORK SECTION1
A6.1
SCALE: 1"=1'-0"
MILLWORK SECTION2
A6.1
SCALE: 1"=1'-0"
MILLWORK SECTION3
A6.1
SCALE: 1"=1'-0"
MILLWORK SECTION4
A6.1
SCALE: 1"=1'-0"
"F"
AS SCHED
2" 2"
2"
FRAME TYPESDOOR TYPES
"1"
AS
S
CH
ED
"N"
43
" M
AX
8" 3"
FINISH FLOOR LINE - SEE FINISH
SCHEDULE
BASE AS SCHEDULED
FLOOR ANCHOR - SECURE TO FRAME
AND FLOOR
SEALANT BEAD
PROVIDE AND INSTALL THREE ANCHORS
PER JAMB AT HINGE AND STRIKE LEVELS
- TYPICAL
5/8" GYPSUM BOARD BOTH SIDES OF
METAL STUDS
3 5/8" CRIPPLE STUD - 1/2" MIN.
CLEARANCE BETWEEN ADJACENT STUD
DOOR FRAME
3 5/8" METAL STUDS
CONTINUOUS METAL RUNNER
CONTINUE TO BOTTOM OF STRUCTURE
6" HEADER STUD (TYPICAL FOR LOAD
BEARING PARTITIONS; 4" FRAMING
HEADER FOR NON LOAD BEARING
APPLICATIONS)
1/4" GYPSUM BOARD CONTROL JOINT
TYP. AT BOTH JAMBS - CENTER
BETWEEN JAMB AND CRIPPLE STUDS
AND CONTINUE TO TOP OF WALL
METAL RUNNER
(1) LAYER GYP BD ON
METAL STUDS
METAL CHANNEL
(CEILING TRACK)
2 3
/4
"
ROOF STRUCTURE
ABOVE
DEFLECTION ALLOWANCE
SHOWN IS FOR NO LIVE LOAD
ON ROOF
REFER TO SPECS FOR GA OF
STUDS AND ACCESSORIES - DO
NOT SECURE GYP BD TO
TRACK OR RUNNER
SPRAY ON ELASTIC FIREPROOF
JOINT COATING
L4" x 4" x 10GA CONT'S W/. 10GA
PL @ 4'-0" O.C.
HOLLOW METAL JAMB BEYOND
HOLLOW METAL FRAME W/ STEEL
STUD ANCHORS AS REQUIRED BY
MANUFACTURER
CONTINUOUS SEALANT ENTIRE
PERIMETER OF FRAME, BOTH
SIDES
DOUBLE 6" METAL STUD HEADER
5/8" GYP. BD. BOTH SIDES 3
5/8" METAL STUDS @ 16" O.C.
DO
OR
O
PE
NIN
G H
EIG
HT
HEAD
WOOD DOOR
4 7/8"
2"
DO
OR
W
ID
TH
JAMB
4 7/8"
LINE OF ADJ.
PARTITION
4"
2"
CONTINUOUS ACOUSTIC SEALANT
ENTIRE PERIMETER OF WALL
CONSTRUCTION - SET GYPSUM
BOARD IN PLACE AFTER SEALANT
HAS BEEN APPLIED.
RESILIANT COVED BASE
AS SCHEDULED.
5/8" GYPSUM BOARD
STRAIGHT BASE AS SCHEDULED
CONTINUOUS ACOUSTIC SEALANT
ENTIRE PERIMETER OF WALL
CONSTRUCTION - SET GYPSUM
BOARD IN PLACE AFTER SEALANT
HAS BEEN APPLIED
5/8" GYPSUM BOARD
DOOR SCHEDULE
NUMBER ROOM NAME
HARDWARE
DOOR SIZE
SET
LABEL
FRAMEDOOR
MAT'L.
THRESHOLD
FINISH TYPE
TYPE
REMARKS
MAT'L. TYPEFINISH
SET #1
HARDWARE SCHEDULE
1 1/2 PAIR HINGES
1 EXIT HANDLESET
1 CLOSER
REMARKS:
1. PROVIDE CLOSER.
2. TIE HOLD OPEN IN TO BUILDING FIRE MONITORING SYSTEM
GENERAL NOTES:
A. ALL DOOR FRAMES IN MASONRY ASSEMBLIES EXCEEDING 3'-6" IN WIDTH SHALL BE GROUTED SOLID FOR RIGIDITY.
B. HARDWARE ON ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT. ALL
DESIGNATED EXIT DOORS SHALL BE NON-LOCKING AGAINST EGRESS.
C. ALL THUMB LATCH LOCKING DEVICES ON MEANS OF EGRESS DOORS SHALL BE ACTIVATED BY NO MORE THAN ONE-HALF (1/2) TURN.
D. ALL DOOR HARDWARE SHALL BE US26D DULL CHROME FINISH AND BE IN COMPLIANCE WITH THE MICHIGAN BARRIER FREE DESIGN LAW AND THE
AMERICANS WITH DISABILITIES ACT (ADA).
E. WOOD DOOR VENEER AT DOOR PAIRS SHALL BE "PAIR MATCHED" AND "SET MATCHED"; REFER TO SPECIFICATIONS FOR ADDITIONAL QUALITY STANDARDS.
128A BREAKROOM 3-0 x 7-0 1 H.M. PAINT N H.M. PAINT 1 - 60 MIN 1
X
A9.1
BASE DETAILX
TYP.
SCALE: 1 1/2"=1'-0" AT CARPET
BASE DETAILX
TYP.
SCALE: 1 1/2"=1'-0" AT VCT
HEAD / JAMB DETAILX
A9.1
SCALE: 1 1/2"=1'-0"
GYPSUM BOARD PARTITION DETAILX
TYP.
SCALE: 3"=1'-0" AT UNDERSIDE OF ROOF
DOOR FRAMING DETAILX
TYP.
SCALE: 3/4"=1'-0"
128.1A CORRIDOR 3-6 x 7-0 2 H.M. PAINT F H.M. PAINT 1 - 60 MIN 1,2
128.1B CORRIDOR 3-0 x 7-0 2 H.M. PAINT F H.M. PAINT 1 - 60 MIN 1,2
SET #2
1 1/2 PAIR HINGES
1 EXIT HANDLESET
1 CLOSER
1 MAGNETIC HOLD OPEN
128.1C CORRIDOR ETR ETR ETR ETR - H.M. PAINT - - ETR -
128.1D CORRIDOR ETR ETR ETR ETR - H.M. PAINT - - ETR -
128.1E CORRIDOR ETR ETR ETR ETR - H.M. PAINT - - ETR -
128.1F CORRIDOR ETR ETR ETR ETR - H.M. PAINT - - ETR -
128.1G CORRIDOR ETR ETR ETR ETR - H.M. PAINT - - ETR -
128.1G CORRIDOR ETR ETR ETR ETR - H.M. PAINT - - ETR -
3
'
-
5
"
2'-6
1
/2
"
2'-6 1/2"
6"
3'-3"
3'-3
"
6"
6"
2'-6"
3
'-
5
"
2'-6
1
/2
"
2'-6 1/2"
6"
3'-3"
3'-3
"
6"
6"
2'-6"
RF-3 (*RB-1)
SV-1 (*RB-1)
RF-1 (*RB-1)
RF-2 (*RB-1)
FINISH FLOOR PLAN
SCALE: 1/4"=1'-0"
N
FLOOR PLAN KEY NOTES:
(TYPICAL THIS SHEET ONLY)
NEW MOSAIC WALL TILE INSTALLED FULL HEIGHT (WT-1); REFER TO INTERIOR
ELEVATIONS FOR LOCATIONS AND DESIGN.
NEW ACCENT PAINT ON WALL (PT-2)
NEW QUARTZ COUNTERTOP (QZ-1) AND P.LAM CABINETS (PL-1); REFER TO INTERIOR
ELEVATIONS FOR LOCATIONS AND DESIGN.
NEW QUARTZ BARTOP (QZ-1) AND STAINLESS STEEL SUPPORT LEGS; REFER TO INTERIOR
ELEVATIONS FOR LOCATIONS AND DESIGN.
NEW PAINT ON WALLS (PT-1)
NEW PAINT ON EXISTING H.M. FRAMES (PT-3)
TOUCH UP PAINT ON EXISTING ELEVATOR DOORS AS NEEDED (PT-4)
EXISTING WALL AND BASE FINISH TO REMAIN
NEW TRANSITION STRIP; CONTRACTOR TO VERIFY FLOORING TRANSITION IN FIELD AND
SELECT FROM TRANSITIONS PROVIDED IN LIST OF MATERIALS.
NEW PAINT ON EXISTING H.M. DOOR AND FRAME (PT-3)
1
2
FLOOR PATTERN LEGEND
(TYPICAL THIS SHEET ONLY)
(* DENOTES WALL BASE USED)
1
GENERAL NOTES:
(TYPICAL THIS SHEET ONLY)
1. REFER TO MATERIAL / FINISH SCHEDULE FOR SPECIFIC FINISH TYPES.
2. CONTACT ARCHITECT SHOULD ANY FINISH DISCREPANCIES OCCUR.
3. THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO CONVEY NECESSARY DESIGN
INFORMATION.
4. PATCH ALL HOLES, ETC. LEFT BY ALL TRADES (INCLUDING ELECTRICAL AND
MECHANICAL) PRIOR TO PAINTING. PAINT WALL(S) OR CEILING(S) NOT SCHEDULED TO
BE PAINTED, WHICH HAVE HAD PATCHING, FROM INSIDE CORNER TO INSIDE CORNER
ACROSS ENTIRE SURFACE.
5. FLOORING CONTRACTOR SHALL INCLUDE FLOOR PREPARATION IN THEIR BASE BID
SCOPE OF WORK. ANTICIPATE AN APPLICATION OF FLOOR STONE OVER THE ENTIRE
SURFACE TO BRING LIKE-PRODUCTS TO A LEVEL CONDITION THAT MEETS OR
EXCEEDS THE SUBFLOOR TOLERANCES ESTABLISHED BY PRODUCT MANUFACTURER.
WHERE MATERIAL IS TO BE INSTALLED AT SLAB ON GRADE CONDITIONS, MOISTURE
TESTS SHALL BE CONDUCTED OF THE EXISTING SLAB TO ENSURE THE SUBFLOOR
MEETS PRODUCT REQUIREMENTS. AT FLOOR TILE INSTALLATIONS, THE MOVEMENT
GUIDELINES ESTABLISHED IN EJ171-05 SHALL BE FOLLOWED, INCLUDING THE USE OF
BOND BREAKER TAPES AS RECOMMENDED.
6. REFER TO FLOOR PATTERN LEGEND FOR FLOOR MATERIAL UNLESS NOTED ON PLAN.
7. REFER TO REFLECTED CEILING PLAN FOR CEILING HEIGHTS AND CEILING FINISHES.
FINISH KEY
PULLS
MANUFACTURER: RICHELIEU
STYLE: CLASSIC METAL HANDLE PULL - 6500
PRODUCT NUMBER: BP650020128195
FINISH: BRUSHED NICKEL - 195
LOCATION: BASE CABINETS, DRAWERS
QUARTZ SURFACE
MANUFACTURER: CAMBRIA
STYLE/COLOR: TEMPLETON
LOCATION: SEE FINISH FLOOR PLAN FOR EXACT LOCATION
CONTACT: GEORGE PAPALEXIS 231.769.5821
06410 - ARCHITECTURAL CASEWORK
06415 - COUNTERTOPS
WALL TILE
MANUFACTURER: GENESEE TILE / STONE PEAK
STYLE: QUARTZITE
COLOR: IRON
SIZE: NEW MOSAIC DESIGN 4 12X24
LOCATION: SEE FINISH PLAN FOR EXACT LOCATION
CONTACT: ERIN CHESLEY 810.459.0229
GROUT: LATICRETE PERMACOLOR GROUT
COLOR: 45 RAVEN
THICKNESS: 1/8"
09300 - CERAMIC TILE, GLASS MOSAIC, ETC.
15000 - ELECTRICAL
FACE PLATES
COLOR: BRUSHED STAINLESS STEEL
DEVICES
COLOR: BLACK
WT-1
QZ-1
-
09650 - RESILIENT FLOORING
RUBBER BASE
MANUFACTURER: NORA
COLOR: 6294 STONE GREY
SIZE: 4"
PROFILE: STRAIGHT
LOCATION: SEE FINISH PLAN FOR EXACT LOCATION
RUBBER FLOORING
MANUFACTURER: NORA
STYLE: SENTICA
COLOR: 6521 SUNDAY PAPER
THICKNESS: 2.0MM
LOCATION: SEE FINISH PLAN FOR EXACT LOCATION
RF-1
RB-1
RF-2RUBBER FLOORING
MANUFACTURER: NORA
STYLE: SENTICA
COLOR: 6523 ROAD TRIP
THICKNESS: 2.0MM
LOCATION: SEE FINISH PLAN FOR EXACT LOCATION
RF-3RUBBER FLOORING
MANUFACTURER: NORA
STYLE: SENTICA
COLOR: 6522 EXPEDITION
THICKNESS: 2.0MM
LOCATION: SEE FINISH PLAN FOR EXACT LOCATION
TS-1
TS-2
TS-2
TS-3
TS-3
TS-3
TS-3
TS-3
TS-2
TS-2 TS-1
TS-1
TS-1
TS-1
RUBBER STAIR TREADS
MANUFACTURER: NORA
COLOR: 0749 STONE GREY
STYLE: NORAMENT 920 ROUND STAIRTREAD W/
INTEGRATED RISER
LOCATION: SEE FINISH PLAN FOR EXACT LOCATION
STR-1
09511 - SUSPENDED ACOUSTICAL CEILING
CEILING TILE
MANUFACTURER: ARMSTRONG
STYLE: ULTIMA 1901
COLOR: WHITE
SIZE: 24X24
EDGE: TEGULAR
GRID PROFILE: 15/16"
ACT-1
TS-1RUBBER TRANSITION STRIP
MANUFACTURER: JOHNSONITE
STYLE: SLT-63-C (SLIM LINE TRANSITIONS)
COLOR: 63 BURNT UMBER
TRANSITION: 1/4" TO 0.80"
LOCATION: SEE FINISH PLAN FOR EXACT LOCATION
NOTES: USE SLTC-63-C WHERE NEEDED
INTERIOR FIELD PAINT
MANUFACTURER: SHERWIN WILLIAMS
COLOR: TO MATCH BENJAMIN MOORE FOSSIL/ AF65
FINISH: EGGSHELL
LOCATION: SEE FINISH PLAN FOR EXACT LOCATION
09910 - PAINT
INTERIOR ACCENT PAINT
MANUFACTURER: SHERWIN WILLIAMS
COLOR: SW7616 BREEZY
FINISH: EGGSHELL
LOCATION: SEE FINISH PLAN FOR EXACT LOCATION
DOOR AND FRAME PAINT
MANUFACTURER: SHERWIN WILLIAMS
COLOR: SW7048 URBANE BRONZE
FINISH: SEMI-GLOSS
LOCATION: SEE FINISH PLAN FOR EXACT LOCATION
PT-3
PT-2
PT-1
09650 - RESILIENT FLOORING
LOCATOR PLAN
NOT TO SCALE
N
PROJECT AREA
TS-2
3
4
3
3
4
5
5
5
5
5
5
6
7
7
7
6
6
6
6
6
6
10
10
6
6
6
6
ELEVATOR DOOR AND FRAME PAINT
MANUFACTURER: SHERWIN WILLIAMS
COLOR: TO MATCH EXISTING
FINISH: TO MATCH EXISTING
LOCATION: SEE FINISH PLAN FOR EXACT LOCATION
PT-4
SOFFIT PAINT
MANUFACTURER: SHERWIN WILLIAMS
COLOR: SW7695 MESA TAN
FINISH: EGGSHELL
LOCATION: SEE FINISH PLAN FOR EXACT LOCATION
PT-5
VINYL PLANK
MANUFACTURER: PATCRAFT
STYLE: NORTHRIDGE/ WOOD PLANK
COLOR: SPICED TEA 02544
LOCATION: SEE FINISH PLAN FOR EXACT LOCATION
LVT-1
TS-2RUBBER TRANSITION STRIP
MANUFACTURER: JOHNSONITE
STYLE: SLT-63-B (SLIM LINE TRANSITIONS)
COLOR: 63 BURNT UMBER
TRANSITION: 1/8" TO 0.80"
LOCATION: SEE FINISH PLAN FOR EXACT LOCATION
8
8
8
8
8
TS-3RUBBER TRANSITION STRIP
MANUFACTURER: JOHNSONITE
STYLE: SLT-63-J (SLIM LINE TRANSITIONS)
COLOR: 63 BURNT UMBER
TRANSITION: 0.80" TO SUBFLOOR
LOCATION: SEE FINISH PLAN FOR EXACT LOCATION
9
9
9
2
10
2'-6"
6"
2'-6"
6"
RF-3 (*RB-1)
RF-1 (*RB-1)
RF-2 (*RB-1)
FINISH FLOOR PLAN - SECOND FLOOR
SCALE: 1/4"=1'-0"
N
FLOOR PLAN KEY NOTES:
(TYPICAL THIS SHEET ONLY)
NEW PAINT ON WALLS (PT-1)
NEW STAIR TREADS (STR-1)
TOUCH UP PAINT ON EXISTING ELEVATOR DOORS AS NEEDED (PT-4)
NEW PAINT ON EXISTING H.M. DOOR AND FRAMES (PT-3)
NEW PAINT ON EXISTING RAILINGS (PT-3)
NEW TRANSITION STRIP; CONTRACTOR TO VERIFY FLOORING TRANSITION IN FIELD AND
SELECT FROM TRANSITIONS PROVIDED IN LIST OF MATERIALS.
1
2
FLOOR PATTERN LEGEND
(TYPICAL THIS SHEET ONLY)
(* DENOTES WALL BASE USED)
1
GENERAL NOTES:
(TYPICAL THIS SHEET ONLY)
1. REFER TO MATERIAL / FINISH SCHEDULE FOR SPECIFIC FINISH TYPES.
2. CONTACT ARCHITECT SHOULD ANY FINISH DISCREPANCIES OCCUR.
3. THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO CONVEY NECESSARY DESIGN
INFORMATION.
4. PATCH ALL HOLES, ETC. LEFT BY ALL TRADES (INCLUDING ELECTRICAL AND
MECHANICAL) PRIOR TO PAINTING. PAINT WALL(S) OR CEILING(S) NOT SCHEDULED TO
BE PAINTED, WHICH HAVE HAD PATCHING, FROM INSIDE CORNER TO INSIDE CORNER
ACROSS ENTIRE SURFACE.
5. FLOORING CONTRACTOR SHALL INCLUDE FLOOR PREPARATION IN THEIR BASE BID
SCOPE OF WORK. ANTICIPATE AN APPLICATION OF FLOOR STONE OVER THE ENTIRE
SURFACE TO BRING LIKE-PRODUCTS TO A LEVEL CONDITION THAT MEETS OR
EXCEEDS THE SUBFLOOR TOLERANCES ESTABLISHED BY PRODUCT MANUFACTURER.
WHERE MATERIAL IS TO BE INSTALLED AT SLAB ON GRADE CONDITIONS, MOISTURE
TESTS SHALL BE CONDUCTED OF THE EXISTING SLAB TO ENSURE THE SUBFLOOR
MEETS PRODUCT REQUIREMENTS. AT FLOOR TILE INSTALLATIONS, THE MOVEMENT
GUIDELINES ESTABLISHED IN EJ171-05 SHALL BE FOLLOWED, INCLUDING THE USE OF
BOND BREAKER TAPES AS RECOMMENDED.
6. REFER TO FLOOR PATTERN LEGEND FOR FLOOR MATERIAL UNLESS NOTED ON PLAN.
7. REFER TO REFLECTED CEILING PLAN FOR CEILING HEIGHTS AND CEILING FINISHES.
LOCATOR PLAN
NOT TO SCALE
N
PROJECT AREA
TS-1
TS-1
1
2
3
3
3
4
4
4
4
4
4
5
5
5
6
6
6
6
