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2. legal issues
3. legislation
4. building laws

Memorial Hermann
Northwest Hospital
1635 North Loop
Houston, TX
77008
11275 S. Sam Houston Parkway W.
Suite 200
Houston, Texas 77031
(832) 554-1130
www.pwarch.com
MEP Engineer:
Z&F Consulting
57 West Avenue
Wayne, PA 19087
610-995-1988
PWP No. 211-080P
Memorial Hermann Healthcare System
Memorial Hermann Hospital - Northwest
Hyperbaric Suite Renovation
07/29/11 Issue for Bid and
Permit
Memorial Hermann Hospital Northwest Hyperbaric Suite
Renovation
Aluminum
Plastic Glazing
Recessed wall washer - shading indicates direction
Brick
Plastic Laminate (Large
Scale)
Lay-in or recessed fluorescent light troffers - prismatic
lense
Carpet
Plywood
Lay-in or recessed fluorescent light troffers - parabolic
lense
Ceramic Tile
Precast Concrete, Cast
Stone
Lay-in or recessed direct and indirect fluorescent light
Concrete
Resilient Flooring, PreMolded Joint Filler
Recessed incandescent, compact fluorescent or LED downlight
6"
6" 6" 6"
Surface mounted LED lights
Elevator
Security Thermo- Fire
controls
stat
alarm
pull
Inter- Electrical
com
switch
Electrical, data
and telephone
outlets
4' - 0" t o hi g hes t
oper abl e par t
Trash
receptacle
Paper towel
Sanitary
dispenser/trash napkin
receptacle
dispenser
Hand
dryer
Paper towel
dispenser
Soap
dispenser
Shelf
Cup
dispenser
Smoke detector
Supply air grille
Clothes
hook
Return/exhaust air grille
Ceiling/wall mtd. exit sign - arrow/line indicates direction
Fire
alarm
horn,
visual/audio
alarm
Handrail
Control wall
of shower
3'-0" clear
Standard
toilet
Standard
urinal
Lavatory
Height
110V, 20A duplex dedicated outlet (Height indicated if not
standard)
Height
220V, 30A duplex outlet (Height indicated if not standard)
D
Toilet/urinal
partition
110V, 20A quadplex outlet (Height indicated if not standard)
Height
BLDG
BLK
BTU
BTUH
Building
Black
British Thermal Units
Btu Per Hour
C
C.I.
C.O.
CFM
CJ
CKT
CLOS
CLR
CMU
COL
CONC
COND
CONN
CONT
CTR
CW
Celsius
Cast Iron
Clean Out
Cubic Feet Per Minute
Construction Joint
Circuit
Closet
Clear
Concrete Masonry Unit
Column
Concrete
Condensing, Condition
Connection
Continuous
Center
Cold Water
D
DESCR
DET
DIA
DIM
DL
DN
DWG
Depth
Description
Detail
Diameter
Dimension
Dead Load
Down
Drawing
E.C.
EA
EDF
EF
EL
ELEC
EMER
EQ
EQUIP
EXT
Electrical Contractor
Each
Electronic Drinking Fountain
Exhaust Fan
Elevation, Elevator
Electrical
Emergency
Equal
Equipment
Exterior
F
FACP
FD
FEC
FIN
FLUOR
FURN
Farenheit
Fire Alarm Control Panel
Floor Drain
Fire Extinguisher Cabinet
Finish
Fluorescent
Furnish, Furniture
G.C.
GA MTL
GALV
GFI
GND
GYP BD
General Contractor
Galvanized Metal
Galvanized
Ground Fault Interupter
Ground
Gypsum Board
H
Height
H.M.
steel
HARDWD Hardwood
HDW
Hardware
HPDL
High Pressure Decorative Laminate
HORIZ Horizontal
HT
Height
HVAC
Heating, Ventilation, & A/C
HW
Hot Water
HZ
Hertz
IG
IN
Isolated Ground
Inch
INSUL
IPS
Insulation
Inside Pipe Size
JT(S)
Joint(s)
KSI
KW
Kips Per Square Inch
Kilowatt
LAM
LL
LTS
LPDL
Laminate
Live Load
Lights
Low Pressure Decorative Laminate
M.O.
MANUF
MAX
MECH
MED
MIN
MISC
MTG
MTL
Masonry Opening
Manufacturer
Maximum
Mechanical
Medium, Medical
Minimum
Miscellaneous
Mounting, Meeting
Metal, Material
N.C.
N.O.
N/A
NO
Normally Closed
Normally Opened
Not Applicable
Number
O.C.
O.D.
O/A
On Center
Overflow Drain, Outside Dimension
Outside Air
PART
PB
PLAS
PLMBG
PLYWD
PSF
PSI
PTD
PVC
Partition
Push Button
LAM Plastic Laminate
Plumbing
Plywood
Pounds Per Square Foot
Pounds Per Square Inch
Painted
Poly Vinyl Chloride
R.D.
R/A
RE
REF
REINF
REQ'D
RH
RO
RPM
RTU
Roof Drain
Return Air
Refer To
Reference
Reinforced
Required
Relative Humidity
Rough Opening
Revolutions Per Minute
Roof Top Unit
S/A
SC WD
SCHED
SIM
SPST
STD
STL
STOR
STRUCT
SYS
Supply Air
Solid-core Wood
Schedule
Similar
Single Pole, Single Throw
Standard
Steel
Storage
Structure, Structural
System
TEMP
THK
TTB
TYP
Tempered, Temperature
Thick
Telephone Terminal Board
Typical
UNO
Unless Noted Otherwise
VAC
VDC
VTR
W
W/
WB
WD
WWF
WWM
Applicable Codes and Standards
1. City of Houston Building Code, based on International Building Code (IBC) 2006
2. Life Safety Code, NFPA 101, 2000 Edition, New Health Care Occupancy, Chapter 18
3. Texas Department of Health (TDH), Health Facility Licensure and Certification
Division - Hospital Licensing Standards (Effective December 09, 2010)
4. Texas Department of Licensing and Regulation (TDLR) - Texas Accessibility
Standards of the Architectural Barriers Act, 1994
5. Joint Commission on the Accreditation of Healthcare Organizations (JCAHO)
6. NFPA 10 - Fire Extinguishers (Referenced by IBC)
7. NFPA 13 - Installation of Sprinkler Systems (Referenced by IBC)
8. NFPA 50, 1996 - Bulk Oxygen Systems at Consumer Sites
9. NFPA 70 - National Electrical Code (Referenced by IBC)
10. NFPA 72 - National Fire Alarm Code (Referenced by IBC)
11. NFPA 80 - Fire Doors and Fire Windows (Referencd by IBC)
12. NFPA 99 - Standard for Health Care Facilities - CH.20 Hyperbaric Facilities
- Occupancy Class B, Human, Multiple Occupancy
12. NFPA 110 - Standard for Emergency and Standby Power Systems
13. NFPA 220 - Standard on Types of Building Construction (Referenced by NFPA 101)
14. ASME A17.1- Safety Code for Elevators and Escalators
FAS
2. Mounting heights for many common elements are shown. Not all
elements occur in this project.
FAP
Occupancy Classification
Institutional, Group I-2 (302.1 IBC)
Healthcare (4-1.4 NFPA)
Construction Classification
Type IB (IBC)
Type II(222) (NFPA 220)
Allowable Area/Height Based on Occupancy and Construction Classification (IBC Table 503)
1. Basic Allowable Height:
N/A
2. Actual Project Height:
N/A
3. Allowable Number of Stories:
N/A
4. Actual Number of Stories:
N/A
5. Basic Allowable Area per floor:
Unlimited
6. Actual Project Area:
Level 1
2,440 Sq. Ft.
TotaL
2,440 Sq. Ft.
7. The Project shall be divided into smoke compartments not
exceeding (Min. 2 per floor):
22,500 Sq. Ft.
8. Actual Number of Smoke Compartments Provided:
6
Fire Resistance Ratings (IBC Table 601)
1. Party Walls:
N/A
2. Fire Wall:
2 HRS
3. Occupancy Separations:
N/A
4. Interior Bearing Walls:
N/A
5. Corridor Walls (1004.3.2.1):
Non-Rated, Smoke Resistant
6. Smoke Barrier Walls:
1-Hour, 20-Min. Doors
7. Hazardous Area Protection (Only Applicable Areas / Most Restrictive Requirements Shown):
Employee Locker Rooms (NFPA):
Non-Rated Separation
Storage > 100 Sq.Ft. (IBC, NFPA):
1-Hour
Storage <100 > 50 Sq.Ft. (NFPA):
Non-Rated Separation
Soiled Linen Rooms (NFPA):
1-Hour
8. Roof Construction (Including Beams and Joists)
(See 24 G-102):
1-Hour
9. Exterior Bearing Walls:
N/A
10. Exterior Non-Bearing Walls:
Non-Combustible
11. Unprotected Exterior Openings:
Permitted (yard>30 Ft.)
12. Interior Non-Bearing Walls:
Non-Combustible
13. Shaft and Vertical Exit Enclosure Walls (707.4):
2-Hours, 90 min. doors
14. Through penetrations in fire-resistive walls and floors are protected with an approved firestop system
installed as tested in accordance with ASTM E814.
15. Joints in and between fire-resistance-rated walls and floor/roof assemblies are protected with fire-resistant
joint systems tested in accordance with the requirements of UL 2079.
J
Electrical/communications junction box
Fire Alarm Pull
Thermostat
PB
Door operator push button
CR
Card reader
NCAP
Nurse call alarm panel
S
Single pole switch
S3
Column Line or
Grid Indicator
A
V
O
Drawing Index
1
Issues / Revisions
No.
1
Date
07/29/2011
Description
Issued for Permit and Bid
No = Detail Number
Dwg = Sheet Number
Zone valve
V/D
No
HS
W
N
S
No = Equipment Designation
Dim
Dim = Distance, Face of Finish to
Face of Finish
Elev
Graphic Scale
Elev = Finish Grade Elevation
CT
No
T
No
No = Finish Designation
T =Cabinet Type Identifier
CT No =Countertop Type Identifier,
See 3 A560 for legend
No
0'
Keyed Note Indicator
The project consists of the interior renovation for a new Hyperbaric Suite of
approximately 2,440 square feet located on the ground floor of the existing
hospital. Work includes partial demolition, construction of new partitions,
millwork, finishes, and associated MEP with related utilities.
Elev = Finish Grade Elevation
Elev
Finish Grade Indicator
(Existing)
12
No = Detail Number
Dwg = Sheet Number
No
Glass Type/Opening Identifier
Standard Building Element Symbols
Memorial Hermann
Hospital - Northwest
Hyperbaric Suite
Renovation
No = Detail Number
Dwg = Sheet Number
Dwg
Finish Grade Indicator
(New)
Finish Type Identifiers
Project
No
Face Dimension
Notes:
1. See the individual drawings for additional symbol, legends for symbols not shown.
2. Refer to the Construction Specifications Institute's (CSI) publication TD-2-6, Standard
Reference Symbols, 10/91 Edition, for additional building element symbols not shown
here or elsewhere in the Drawings.
3. See additional legends located in the specific discipline drawings (Structural, MEP, etc.) for
building element symbols used on those discipline drawings.
No = Door Type
HS = Hardware Set
No
Dwg
Equipment Identifier
Medical gases/Lab gas outlets (Air, Vacuum, Oxygen,
Waste Anes Vac, Nitrogen, Slide
No = Detail Number
Dwg = Sheet Number
No
Dwg
Exterior Elevation/View
Indicator
Electrical, voice, data, voice/data outlets in elevation
No = Detail Number
Dwg = Sheet Number
No
Dwg
Door Tag
Memorial Hermann Healthcare System
No = Glass Type or Opening Designation
4'
No
TN
8'
16'
Drawing Name
No = Note Designation
PN
General Information
0097810 479
INCOMPLETE FILES
1.N016
PN = Plan North
TN = True North
North Indicator
Partition Type Indicator
No
No = Partition Type Designation
UP
Revision Indicator
No = Revision Designation
No
A
W
b
D
c
e
w
o
d
n
i
Room Identifier
Volt Alternative Current
Volt Direct Current
Vent Through Roof
Room and Finish Type
Identifier
Width
With
Wet Bulb
Wood
Welded Wire Fabric
Welded Wire Mesh
Toilet Accessory Identifier
26
Name
No
Name
No
No
Name = Name of Space
No = Room Designation
FT
Copyright (C) 2011 by PhiloWilke Partnership. All rights reserved.
This document and the information herein is the property of PhiloWilke Partnership. No part hereof
shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as
expressly authorized by PhiloWilke Partnership. Any Person, firm, or corporation receiving this
document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing
restrictions and that this document will be held in trust and confidence subject only to the private use
expressly authorized by PhiloWilke Partnership.
E
F
A
W
b
D
c
e
l
a
Name = Name of Space
No = Room Designation
FT = Room Finish Type Designator
A
B
v
M
b
D
c
e
f
e
R
k
c
o
l
A
B
v
M
b
D
c
e
f
e
R
k
c
o
l
A
W
b
D
c
e
l
a
A
W
b
D
c
e
l
a
No = Accessory Designation
A
W
b
D
c
e
l
a
Project Location:
Memorial Hermann Northwest
South Tower
Print Date / Time:
P&W Commission Number
Note: Refer to the Specifications for abbreviations
of trade association names.
Standard Abbreviations
No
Dwg
Wall Section
N/A
N/A
Finishes
1. Walls and Ceilings: ASTM E 84 Class A or B (NFPA, IBC)
Exception: May be Class C in rooms with capacity less than 4. (NFPA, IBC)
Exception: Class C wainscot less than 1,000 sq. ft. permitted in lobby.
2. Floors: NFPA 99 (20.2.2.4.2)
Floors shall be non combustable, anti-static floor
3. Paint: NFPA 99 (20.2.2.5)
Paint to be Inorganic Zinc
Plumbing Cover Sheet
Plumbing Demolition Floor Plan
Plumbing New Work Floor Plan Sanitary and Vent
Plumbing New Work Floor Plan Water and Med Gase
Plumbing Details
Plumbing Schedules and Specifications
No = Alphanumeric Grid Designation
Interior Elevation/View
Indicator
D
P-0
P-1
P-2
P-3
P-4
P-5
57 West Avenue
Wayne, PA 19087
610-995-2988
Elev = Elevation
No
Detail Indicator (Section)
Elevations
1
2
Elev
Fire extinguisher on bracket
ZV
V
Electrical Cover Sheet
Electrical Demolition Plan
Electrical New Work Plan
Electrical Diagrams and Details
Electrical Specification Sheet
Z&F Consulting
No = Detail Number
Dwg = Sheet Number
Detail Indicator
(Enlarged Detail)
Fire extinguisher cabinet
FE
E
E-0
E-1
E-2
E-3
E-4
MEP Engineer:
BM = Coordinate, Elevation, or Station
Sequence Designation
No
Dwg
Control Elevation Indicator
Dimmer switch
FEC
44 inches
165 inches
Mechanical Cover Sheet
Mechanical Demolition Plan
Mechanical New Work Plan
Mechanical Details and Schedules
Mechanical Specifications
3-way switch
SD
10
10
M-0
M-1
M-2
M-3
M-4
Consultants
Designators
BM
Building Section
Fire Alarm Strobe
T
9
Benchmark Indicator
Combined telephone/computer data outlet (Height indicated
if not standard)
Height
1. All mounting heights shown are typical. Heights shown in
elevations and details take precedence over the typical heights
given here.
Occupant Load and Egress (IBC Table 1004.1.1)
1. Minimum two exits required from each smoke compartment.
2. Occupant Load (IBC, NFPA):
Inpatient Treatment Areas (2,440 Sq.Ft./240 Sq.Ft. per Person)
Total:
3. Exit Width:
Exit Width Required (0.2 In./Person) (NFPA):
Exit Width Provided:
4. Arrangement of Exits:
Minimum Number of Exits Required (IBC):
Number of Exits Provided:
Minimum Separation Permitted (1/2 Diagonal Dimension
of Building):
Actual Separation Provided:
5. Maximum Exit Travel Distance (NFPA, IBC):
200 Ft., Any Point to Exit
Computer data outlet (RJ45) (Height indicated if not standard)
Height
Fire Protection
1. A sprinkler system installed in conformance to NFPA 13 is required. (IBC, TDH)
2. All sprinkler heads in the smoke compartment containing patient sleeping rooms
shall
be quick-response type. (IBC, NFPA)
3. A manual fire alarm system and automatic fire detection system is required. An
electrically supervised, automatic smoke detection system is required in corridors,
and waiting areas that are open to corridors.
4. Manual fire alarm boxes in patient sleeping areas are not required at exits if
located
at all nurse's control stations. (907.2.6 IBC)
5. Fire extinguishers are required to be located no more than 75 ft. travel distance
from
any point. (NFPA 10)
6. All fire extinguishers shall have a U/L rating of 4A-60BC. (NFPA 10)
7. Maximum allowable area per fire extinguisher:
11, 250 Sq.Ft.
8. Fire extinguishers provided per floor:
Level 1:
x
Pre-finished Metal
Suspension Grid with
Lay-in Panels
Fire Protection Cover Sheet
Fire Protection Plan and Specification
UP
Air Conditioning
Air/Water
Acoustical
Adjustable
Above Finish Floor
Aluminum
Ampers
Automated
Anodized
Attenuation, Attention
Auxiliary
Gypsum Board or Plaster
FP-0
FP-1
UP
C:\Users\dgriffin\Documents\MHNW Hyperbaric - 211-080P (Central new)_dgriffin.rvt
A/C
A/W
ACOUS
ADJ
AFF
ALUM
AMP
AMS
ANOD
ATTN
AUX
Reflected Ceiling Plan
Symbol
Description
Telephone outlet (RJ11) (Height indicated if not standard)
Height
18
Metal, Plastic Laminate
Standard Material Indications
110V, 20A flush floor mounted duplex outlet
Notes:
X
T E
Note: Refer to the Construction Specifications Institute's (CSI) publication TD-2-6
Standard Reference Symbols, 10/91 Edition, for additional material indications not shown.
Flush floor mounted telephone outlet
Typical Mounting Heights
Glass, Mirrors
E O
F
110V, 20A duplex outlet (Height indicated if not standard)
Height
1' - 0"
2' - 10"
2' - 0"
1' - 5"
Accessible
urinal
Gravel, Coarse Porous Fill
Particle Board
4' - 0"
Accessible
toilet
1' - 4"
1' - 6"
2' - 10" t o
t op of r ai l
4' - 0" t o t op of
c ont r ol ar ea
6' - 8"
2' - 6"
1' - 7"
r ef l ec t i v e s ur f ac e
3' - 4" t o
3' - 3"
2' - 10"
3' - 0"
Grab bar
Concrete, Plaster, Limestone, Synthetic Stone
Ornamental Metal,
Bronze, Brass
Floorplans
Toilet tissue Sanitary
dispenser
napkin
disposal
Glass
Oriented Standard Board
(OSB)
2'-3" at 30x60 shower
Above
counter
mirror
Ceramic Tile
Gypsum Sheathing
Sprinkler head
Accessible
bi-level electric
drinking fountain
Finished Wood, Hardwood
12 5 6 4
07/29/11
Elevation
Gypsum Board
1'X1'/2'X2' exhaust air grille or register
1'-6" at 36x36 shower
Steel
AT
SEA T
Fire
Circuit
extinguisher breaker
box
1' - 3"
u. n. o.
4' - 0" t o hi g hes t
oper abl e par t
Telephone
Speaker
SD
Exterior Insulation and
Finishing System
Fibrous Insulation
Under cabinet fluourescent light fixture
S
Sand, Grout
H
HU L T Z
Dome light
Earth
R E D ARC
T E A R L E S
EC T
Wall mounted architectural fixture
Rigid Insulation Board
Demolition Plan
Demolition Reflected Ceiling Plan
Floor Plan
Finish Plan
Reflected Ceiling Plan
Interior Elevations and Sections
Partition Types and Interior Construction Details
Door and Window Details/ Interior Construction Details
Millwork Details
Schedules
ST
Suspended architectural flourescent strip fixture
Concrete Masonry Unit
A-101
A-102
A-110
A-140
A-160
A-210
A-520
A-540
A-560
A-600
11275 S. Sam Houston Parkway W.
Suite 200
Houston, Texas 77031
(832) 554-1130
www.pwarch.com
SC
Suspended fluorescent strip fixture
General Information
General Notes and Specifications
Fire Resistive Assemblies Design Reference
Fire Safety Plan - Level G
IT
Typical door
and outlets
G-100
G-101
G-102
G-110
H
Restroom door
and signage
7' - 0"
3' - 6" t y p. u. n. o.
3' - 6"
4' - 0"
5' - 0"
5' - 0"
7' - 6"
MEN
Cover Sheet
S
Surface mounted incandescent, compact fluorescent or LED downlight
Reflected Ceiling Plan
Cover Sheet
A
Plaster with Expanded
Metal Lath
C
Acoustical Ceiling Board
E V E N
S T
Section
Description
REG I S
Symbol
Note: Refer to the Construction Specifications Institute's (CSI) publication TD-2-6
Standard Reference Symbols, 10/91 Edition, for additional material indications not shown.
Building Code Information
16
Project Description
11
Standard Reference Symbols
211-080P
6
Site Plan
1" = 60'-0"
1
7/29/2011 12:56:37 PM
Sheet Number
G-100
2.7 before submitting a proposal all contractors shall visit the premises, familiarize themselves with the
existing conditions and satisfy themselves as to the nature and scope of work and the difficulties that
attend its execution.
2.8 the submission of a proposal shall be construed as evidence that such an examination has been
made and later claims for labor, equipment or material required or for difficulties encountered, which
could have been foreseen had such as examination been made, will not be recognized.
2.9 each contractor shall check and verify all dimensions and conditions at job site.
2.10 all correspondence shall be sent to the owner and architect.
2.11 all contractors shall contact the building owner to determine the roles of the building owner for
construction determine when & how deliveries can be made (see below), what phases of construction can
be done on regular or overtime, and in general, any special building requirements which will affect their
work. (if overtime work is required by any trade, including cost). The general intent is that all construction
work shall be done on regular time except noisy work and work in occupied areas.
2.12 each contractor shall make all required arrangements for delivery of equipment and/or materials. It
shall be the responsibility of each contractor to check the rules and regulations governing work on the
premises, including the following:
2.12.1 date and time of delivery shall be established in conjunction with the person having
jurisdiction over the premises.
2.12.2 building conditions, size of doorways, corridors, elevators, window openings, etc., shall be
checked for items being delivered by contractor requesting delivery.
2.13 Prior to beginning any work, the general contractor shall furnish a construction schedule showing the
chronological phases of work, and all related work for the completion of the project. This schedule shall indicate
all ordering leadtime, length of the time for each phase, its start completion, with a projected completion date.
2.14 Each general contractor, his subcontractors, and all other contractors involved in this project shall take
note that any defective or ill-timed work, as a result of, but not limited to inferior workmanship or materials,
improper scheduling or delinquent ordering shall be borne by the party therefore. The general contractor shall
remove all rubbish and waste materials, including that rubbish which is a byproduct of carpet and cabinet
installation, telephone company installation, etc.
2.15 The use of the words "provider" or "provided" in connection with any item specified, is intended to
mean, unless and otherwise noted, that such item shall be furnished and installed and connected where so
required.
2.16 Where the terms "approved equal", "other approved", "equal to", appear in these notes it shall be
understood that reference is made to the ruling and judgment of the architect.
2.17 The general contractor shall submit all fabrication shop drawings and fixture cuts to the architect for
approval. All shop drawings and cuts signed "furnished as submitted" shall supersede originating in design
appearance only. Contractors shall assume responsibility for all errors in their drawings.
2.18 All woodwork attached to premises and all wood doors shall comply with local building code regulations.
2.19 The general contractor shall exercise strict control over the job cleaning to prevent any dirt, debris or dust
from leaving the job site.
7. All areas, scheduled to remain, but damaged by the demolition, shall be repaired as required to match
adjacent areas in material, and fire rating unless otherwise noted.
8. In all areas where demolition (removal of tile, carpeting, tackless, partitions, etc.) Causes an unevenness in
slab, the general contractor shall patch to level the slab to receive the work.
9. The owner shall be notified of all additional plumbing, electrical and hvac items, required to remain active,
that are found during the demolition. Work to reroute and/or conceal these items shall not commence without
agreement on how to proceed and written approval to proceed.
10. The electrical contractor shall maintain reasonable power service and lighting in all areas of the work, for
the use of the trades. At no time shall the lighting level be such as to create an unsafe environment or to
restrict the progress and or quality of the work. The electrical contractor shall provide for the presence of a
electrician during the demo. portion of the work.
2.27 All existing appurtenances not being removed shall be refurbished where required, any loose
items tightened (ceiling exit sign, etc.) and any missing parts replaced to achieve a finished first
class installation and appearance (light fixture diffusers, etc.) by the general contractor
2.28 All required exits, way of approach thereto, and way of travel from the exit into the street shall
continuously be maintained free from all obstructions or impediments to full instant use in the case
of fire or other emergency.
11. Upon completion of demolition work, the demolition contractor shall provide that all areas be left broom
clean.
12. All plumbing shall be removed to the point of concealment, and shall be properly capped or plugged.
2.29 The contractor shall file drawings with the department of buildings. The general contractor
shall pay filing fee and obtain approval and obtain building permit.
13. Unless indicated on plan, all existing wall covering, carpet, padding, flat wire electrical systems, base, and
ceiling tile shall be removed from all areas of the work.
2.30 The contractor shall follow and be familiar with the established requirements of the Memorial
Hermann design and finish standards.
064000 Millwork
1. The millwork contractor shall furnish all hardware (hinges, drawer slides, magnetic catches etc.) To insure
the proper operation of the work. Pull handles shall be installed on all millwork unless otherwise directed by the
owner
Cleaning:
4.1 All "existing to remain", existing relocated or new items, installed by the general contractor in
addition to being amply protected throughout the period of construction shall be thoroughly cleaned
to the satisfaction of architect just prior to being turned over to tenant.
4.2 The general contractor shall thoroughly clean out all debris and vacuum clean before a
finished floor is installed.
4.3 The general contractor shall thoroughly clean all light fixtures lenses; A/C diffusers and
registers; base cove and straight base; all vinyl wall covering installations; all doors, etc. prior to
leaving the job.
8. Where members are mitered or butted, they shall be joined and secured in a manner to insure against the
joint opening.
9. All finished work shall, as far as practical, be assembled and finished in the shop and delivered to the building
ready to erect in place.
10. All finished veneered wood shall be free from knots, shakes or other defects affecting either durability or
appearance and shall be carefully selected for grain and color so that there will be no marked variation at joints
between veneers.
11. Where items are to be recessed into millwork, the millwork contractor shall confirm clear opg. required.
12. Where a coat closet is noted, a metal coat rod and hat shelf are to be provided.
13. All fire-retardant treated material shall bear the ul label on each unit and is to be installed within its
assembly, so that the UL label is visible to inspection. The contractor will supply fire retardant treatment
certificates, when requested. These shall include certification, by the treating plant, that the material used
complies with specified standards and will not bleed through finished surfaces.
Client's Rights:
8.1 It is understood that all proposals on this contract are furnished without obligation to the
owner and that the owner reserves the right to accept or reject any proposal or part of any bid
submitted.
8.2 The owner reserves the right to let, independently of the contractors, for work herein specified,
any other work in conjunction therewith even if of like character and trades.
General Notes
1/4" = 1'-0"
18
08000 Doors & Hardware
1. All new door(s) shall be hospital standard, U.N.O the carpenter contractor shall provide/furnish, deliver and
install the finished hardware required and perform the related work indicated on the drawings and specified
herein:
A. Hardware shall comply with nys accessibility standards. All hardware within the area of work which
does not comply shall be removed and replaced.
B. Dead bolts and lock sets shall be installed on all entry doors.
C. Passage sets shall be installed on all interior doors uno.
D. Tenant lock sets shall be sub-mastered to the building master
E. Provide six (6) pass keys for each entry lock, two (2) pass keys for each interior lock.
F. Style: to match existing building standard
4. All doors shall have a 3/4" undercut at carpet & 1/2" undercut at VCT, unless otherwise noted.
General Power Notes:
5. All wood doors shall be furnished and installed by the contractor
1. Grounding of hyperbaric chambers are be connected only to the equipment ground in accordance with
NFPA 99 and NFPA 70. Additional grounds such as earth or driven grounds should not be permitted.
6. The general contractor shall provide protection for all doors and bucks to prevent denting, scratching, or
marring of the finished surfaces during the construction period. Should such damage occur, the general
contractor shall be required to replace at his sole cost and expense any and all damaged doors and bucks.
2. NFPA-99(2005 edition)-20-2.7.1.1 the requirements of NFPA 70, national electrical code, or local
electrical codes shall apply to electrical wiring and equipment in hyperbaric facilities within the scope of
this chapter,
7. All electrically operated hardware i.e. dead bolts, strikes, door hold openers, etc., whether specified or not
shall be a fail safe model and shall be hooked up to the life safety system of the building unless otherwise noted.
Also, the G.C. shall verify the proper transformer voltage and circuiting of each unit.
3. NFPA-99(2005 edition)-20-2.7.1.2 all hyperbaric chamber service equipment, switchboards, panels, or
control consoles shall be located outside of, and in the vicinity of, the chamber.
8. All items of hardware shall be carefully fitted and secured in place as part of the work of this division.
4. NFPA-99(2005 edition)-20-2.7.2.1 all hyperbaric facilities intended for human occupancy shall contain
an electrical service that is supplied from two independent sources of electric power.
9. Upon completion of the work, before final acceptance of the job by the owner, the contractor shall, in the
presence of the owner show that all hardware is in satisfactory working order; fit all keys in their respective
locks, and upon acceptance of the work, shall tag and deliver all keys to the owner.
5. NFPA-99 (2005 edition)-20-2.7.2.1.2 for hyperbaric facilities using prime-mover-driven generator set. It
shall be designated as the "emergency system" and shall meet the requirements of chapter 4, of this
standard for hyperbaric systems based in health care facilities.
6. NFPA-99 (2005 edition)-20-2.7.2.1.3 article 700, emergency systems, of NFPA 70, national electrical
code, shall apply to hyperbaric systems located in facilities other than health care facilities.
7. NFPA-99(2005 edition)-20-2.7.1.5. All electrical equipment connected to or used in conjunction with
hyperbaric patients shall comply with the requirements of chapter 8, "electrical equipment in health care
facilities", and with the applicable paragraphs of 20-2.7.3.
8. Framing shall not be screwed to metal duct. The contractor shall install a
compressible filler between the two metals to control vibration.
9. The framing contractor shall double up metal studs at all doors.
10. All gypsum wallboard partitions shall be erected as shown on the plans, details
or as called for in the specifications (notes). All gypsum wallboard partitions joints
shall be located so that panel edges fall on alternate studs. All joints shall be
taped, spackled and finished smooth to receive finish wall treatment and they shall
extend down to slab.
11. The contractor shall use corner beads and tape and spackle at all exposed
corners and ends
13. At all locations (new and existing) where a partition intersects a perimeter
convector, the drywall contractor shall very the presence of, and shall install
sufficient sound proof insulation within the perimeter convector at that location so
as not to compromise the stc rating of the system.
7. When requested the millwork contractor shall submit samples of all finishes, materials and cuts of all
hardware for approval prior to fabrication.
Transportation:
7.1 The general contractor agrees to pay all transportation charges on his material and or
equipment to the point of use, and shall be responsible for all unloading, checking and storing of
same in connection with this contract.
7. The contractor shall not scale drawings nor alter the design without consulting
and obtaining the approval of the architect.
3. The millwork contractor shall coordinate, the installation of blocking and reinforcing, with the framing
contractor.
6. When requested the millwork contractor shall submit shop drawings for all millwork items before
proceeding. (provide one (1) sepia and three (3) blueline copies).
6.2 All claims for additional work will be submitted in writing for approval by the owner.
6. Unless otherwise noted, all dimensions for partitions are from finish to finish or
from finish to glass line.
A. Partitions abutting window mullions are centerline of partition to centerline
of mullion. At such locations the contractor shall install a compressible filler
between mullion and partition.
B. Align denotes the finished surfaces of new construction to be in the same
line as the existing surface. Where the edge of the two abut, the contractor
shall remove the finished edge rein- forcement of the existing surface to create
a smooth, crack free, continuous, surface transition between the two surfaces.
C. "sheathe over to align" denotes a single layer of gypsum passing
Laminated over the face of an existing surface. The single layer
Shall dead end at the nearest edge or corner.
D. Where double sided drywall meets single sided drywall, the metal
Framing shall be staggered to align the finished surface.
12. All doors in drywall or masonry partition shall be set 4" from outside edge of
buck to immediate adjacent wall, unless otherwise noted.
5. All shelves shall be 3/4" panolam thermally fused melamine unless otherwise noted.
Claims for extra Work:
6.1 If the general contractor claims that any revisions to drawings involve extra cost under this
contract, he shall give the tenant, owner and architect written notice thereof within a reasonable
time after the receipt of such instructions, in any event before proceeding to execute the work and the
procedure shall then be as provided for in the changes in the work. No such claim shall be valid
unless so made. Unless otherwise agreed, no payment on such bills will be made until final
settlement.
5. Where existing fireproofing has been removed at columns or beams, new
fireproofing shall be installed to comply with the required fire rating. General
Contractor is to verify in the field.
2. No modification to the design is to be made without prior approval. It shall be the responsibility of the
millwork contractor to verify field conditions and dimensions prior to fabrication.
4. All finishes shall be as noted on the drawings.
Changes in the Work:
5.1 The tenant, without invalidating the contract, may order extra work or make changes by
altering, adding to or deducting from the work, the contract sum being adjusted accordingly, all such
work shall be executed under the conditions of the original contract except that any claim for
extensions of the time caused thereby shall be adjusted at the time of ordering such change.
14. All existing and new surfaces shall be prepared to accept the finish specified.
A. All existing damaged areas scheduled to remain, shall be patched as
required to match immediate existing adjacent areas in material, and fire
rating, unless otherwise noted.
B. All defective finished surfaces on columns and walls shall be chopped out
and/or patched by the general contractor and made free of all irregularities
and to match adjacent areas in finish, thickness, and fire rating.
15. The contractor shall apply at least two continuous 1/4" diameter caulking beads
at the floor and ceiling channel runners and abutting construction prior to the
installation of the gypsum board panels.
16. The contractor shall caulk all penetrations in the partitions i.e. outlet & switch
boxes to maintain the required stc rating.
17. The framing contractor shall provide sufficient framing for all wall openings for
duct work, return air openings, access panels and grille openings above and below
hung ceilings. These are to be coordinated with hvac engineering drawings and the
mechanical contractor's shop drawings. All spaces or gaps shall be properly
Sealed for soundproofing and vibration.
18. Provide all necessary cutouts for the installation of electrical outlets, switches,
and other electrical and/or mechanical devices.
19. Where duct or part of duct is running over fire rated partitions, extends rated
partitions around duct to effect a complete maintenance of fire rating.
20. Where pipes, conduits, or low tension wiring penetrate a fire rated enclosure
such as wall or slab, the space around such penetration shall not exceed 1/2" and
shall be packed solid with batt. Insulation and fitted tightly with escutcheon plates
or equal on both sides of the fire rated enclosure to insure full fire rating
.
21. Where slab to slab partitions occur, the existing ceiling is to be removed to the
point necessary to install the partition. The existing ceiling is to be replaced after
the work has been completed at no time shall the grid run through the partition.
22. The framing contractor shall coordinate the installation of the blocking and
reinforcing with the millwork contractor.
09500 Acoustical Ceilings
1. In general, the existing ceiling shall remain except where certain partitions must
extend to the slab above. The ceiling contractor shall make all repair in such
instances and otherwise provide the hung ceiling system shown on the architect's
drawings.
2. Ceiling in all areas shall be installed in strict accordance with manufacturer's
specifications, local building department requirements and all applicable codes.
3. In general, the ceiling work requirements shall be executed in such a manner as
to provide a continuous matching and aligning ceiling. The final ceiling installation
must be free of all visual defects, where adjacent to existing work, new joints to
align with existing U.N.O.
8. NFPA-99 (2005 edition)-20-2.7.3.7.1. Wiring methods. Fixed wiring shall be installed in threaded rmc or
imc conduit utilizing the following waterproof components (1)threaded metal joints, (2) fittings, (3) boxes,
(4) enclosures.
14. The contractor shall extend existing corridor ceilings to meet demised partition configuration.
E O
F
15. Contractor shall provide wire for hangers and ties: ASTM a 641, Class 1 zinc coating, soft temper,
prestretched, with a yield stress load of at least three times design load, but not less than 12 gauge
X
T E
S
12 5 6 4
07/29/11
Resilient Flooring
1. The flooring contractor shall flash patch all cracks, holes, or other imperfections. Projections shall be
removed and patched to provide a continuous smooth floor surface.
Consultants
MEP Engineer:
Z&F Consulting
2. Surface preparation, laying, protection and cleaning of tile shall be in accordance with manufacturer's
specifications.
57 West Avenue
Wayne, PA 19087
610-995-2988
3. All workmanship shall be of the best quality and when the work is complete, it shall be free from bubbles,
open joints or other imperfections. Seams shall be kept in accurate alignment along both coordinates. Tiles
having chipped or rounded corners will be rejected and if laid, shall be removed and replaced with acceptable
tile.
4. Tile shall be laid in square pattern with courses parallel to walls, unless otherwise indicated on drawings. The
tile shall be securely cemented and shall be laid with tight butt joints. The adhesive used for cementing tile shall
be applied far enough in advance of the tile setting to permit the adhesive to reach its initial set but not its final
set.
5. Spaces being surfaces shall be closed to traffic and other work during the laying of resilient flooring.
6. Upon completion all work shall be cleaned by the contractor removing all spots of adhesive and surface stains
and all scraps, cartons and containers shall be removed from the building.
7. Base shall be 4" cove vinyl, 1/8" gauge as manufactured by roppe or approved equal. (see finish legend for
color.) Has been completed.
8. Base shall be installed by contractor after paint
9. Base shall be installed after completely coating walls and back of base with adhesive as per manufacturer's
instructions.
10. Base shall be set so that the lower edge finishes tight against the finished floor.
11. Joints shall be vertical and close.
12. Job formed internal corners shall be continuous for at least two feet on each side of the corner.
13. Roll with hand roller until contact is achieved.
14. Contractor to clean base after installation.
Issues / Revisions
15. The flooring contractor is to provide the owner boxed tile equal to 2% of the installed amount as
replacement inventory.
No.
1
16. Where carpet meets VCT flooring the contractor is to install a rubber reducer strip fastened with contact
cement.
Date
07/29/2011
Description
Issued for Permit and Bid
17. All surfaces to receive vct and base shall be examined by the contractor. Those surfaces which the
contractor feels are not acceptable to receive the finish, shall be reported to the owner. Should the contractor
fail to report the unsatisfactory conditions prior to the application of the finish, the contractor shall be
responsible for and shall rectify the unsatisfactory finish resulting from his negligence at his expense.
09900 Painting
1. Unless otherwise specified, all areas are to be painted in accordance with finish plans and specifications.
2. Walls shall include surfaces from floor to ceiling, including plaster, fascias, jambs, bucks, reveals, returns,
light coves, and all other vertical services.
3. Ceilings for paint shall include the general surface of the ceiling (including luminous plenum sides and soffits)
breaks, drapery pockets, and venetian blind pockets as applicable.
4. Prior to painting, the contractor shall remove or protect all finished surfaces, hardware, switch and outlet
plates, etc., replacing and uncovering the same when painting has been completed.
5. The contractor is responsible to provide the proper protection against damage to existing furniture, adjacent
finished work, and flooring. Particular attention shall be given to areas where carpet is installed and
construction work is involved or not completed.
6. All surfaces to be painted shall present a true, smooth, level finish and shall be cleaned free from all grit,
grease, dirt and loose material and all scratches, cracks, open joints, holes and other defects shall be properly
cut-out, spackled, be brought to a smooth even finish and given a prime coat as specified for the affected work.
Plaster work shall be cleaned with steel wool and primed. Rusted surfaces shall be cleaned down to bare
material with steel wool or emery cloth and primed. All existing unevenness in all partitions shall be sanded or
chipped away and surfaces plaster patched or spackled to ensure a perfectly even surface.
Project
7. All surfaces to be painted shall be examined and those which cannot be put into proper condition to receive
paint or finish by customary cleaning methods, sanding or wire brushing shall be reported to the should the
contractor not report the owner the unsatisfactory conditions - prior to the start of the finish application - the
contractor shall be responsible for and shall rectify the unsatisfactory finish, resulting from his negligence, at his
expense.
Memorial Hermann
Hospital - Northwest
Hyperbaric Suite
Renovation
8. Interior spaces shall be broom clean and surfaces dust-free before painting or finishing is started.
9. All closet interiors shall be painted to match adjacent areas unless otherwise noted.
10. Where existing ceiling diffusers, grills and registers are to be reused, paint to match ceiling grid.
11. Where wood surfaces are to be painted, wood is to be properly sealed, sanded and primed before finish
coats of semi-gloss paint are applied.
12. Primers shall be as recommended by the finish paint manufacturer
13. All peripheral window convector enclosures, trim and wood shelving and painted doors shall have semi-gloss
finish unless otherwise noted. All bucks, window enclosures, trim and shelving shall be painted the same color
as the walls in which they occur, and shall be in semi-gloss finish unless otherwise noted.
5. Hung ceiling heights shall be as shown on "construction plans." "reflected ceiling
plans" and "construction detail plans." any deviation from heights shown must be
submitted to the architect for approval.
14. The paint contractor shall notify the owner whenever finishes emitting unpleasant or noxious fumes such as
varnish or oil base paints are to be applied. The application of these finishes are restricted to after 6:00 p.m. or
to weekends.
6. No ceiling tiles shall be installed until the building management has had an
opportunity to inspect the areas to ascertain that all ductwork, plumbing, electrical,
etc., has been reinstalled properly.
15. The paint contractor shall provide with touch-up inventory the owner equal to one gallon per color and is to
include within their proposal two hours for touch-up. Restricted to after 6:00 p.m. or to weekends.
16. All walls to be painted eggshell finish (uno) and shall receive a minimum of two coats to cover (one coat
primer, one coat to finish) or as necessary to cover.
Memorial Hermann Healthcare System
8. The general contractor shall provide an oversize tile and cut same to avoid "sliver
pieces" and install same in each area when an acoustic ceiling tile line-up ends 2"
or less from a partition.
9. NFPA-99 (2005 edition)-20-2.7.3.7.2 a continuous ground shall be maintained between all conductive
surfaces enclosing electrical circuits and the chamber hull using approved grounding means.
Drawing Name
9. The ceiling contractor shall closely coordinate his work with the cabinet,
plumbing, hvac, electrical, and sprinkler contractor and the telephone/data
installer.
10. NFPA-99 (2005 edition)-20-2.7.3.7.3 all threaded conduit shall be threaded with an npt standard
conduit cutting die that provides 0.75. taper per ft.
General Notes and
Specifications
11. NFPA-99(2005 edition)-20-2.7.3.7.4 all threaded conduit shall be made wrenchtight to prevent
sparking when fault current flows through the conduit system.
C:\Users\dgriffin\Documents\MHNW Hyperbaric - 211-080P (Central new)_dgriffin.rvt
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13. The contractor shall repair and/or replace any and all ceiling tiles which are to be removed to facilitate
telephone/data installation.
4. All new ceiling tile shall match existing and/or adjacent tile in style, size and
installation U.N.O.
7. Fascias or any break in the ceiling heights created by the installation and/or
alteration of heating, ventilation, air conditioning or mechanical ducts, piping or
other equipment shall be formed of gypsum wallboard on furring channels.
H
E V E N
S T
4. The framing contractor shall "chalk" out the partition layout and notify the
Architect 24 hours prior to installing the bottom track door swings, sidelights,
windows, opening, etc. that the layout is ready for his review.
12. Suspended ceiling shall be constructed in accordance with the administrative code for fireproofing
structures.
HU L T Z
2.26 The general contractor, subcontractors and tenant's contractors shall submit certificates to
the owner upon completion of work, including but not limited to the following:
2.26.2 Electrical, plumbing and air conditioning certificates issued by: (if required)
- department of water supply, gas and electricity
- board of fire underwriters
- any other agency having jurisdiction.
6. All electrical items scheduled for demolition shall have their electrical supply removed to its point of origin -a junction box or main panel as required. Switches and outlets scheduled for demolition are not to be reused.
3. Drywall contractor shall coordinate his work with that of other trades which
relates to his work or the work of the tenant's contractor.
R E D ARC
T E A R L E S
EC T
2.3 All drawings and all construction notes are complimentary, and what is called for by either will be
binding as if called for by all. Any work shown or referred to any one set of drawings shall be provided as
though shown on all related drawings.
2.6 the general contractor shall notify the architect of any discrepancies between the drawings, these
notes, and field conditions before commencing any work request clarification.
5. The demo contractor shall at all times protect the property of the building owner, including but not limited
to windows, floor and ceiling tile, public toilets, elevators, doors, bucks, electrical, air conditioning equipment,
peripheral enclosures, etc.. (a temporary filter shall be installed on the return air duct).
2.24 The general contractor shall maintain a current and complete set of construction drawings at
the construction site during all phases of construction for use by all trades.
2.25 The general contractor upon acceptance and approval of the drawings assumes full
responsibility for construction, material and workmanship of the work described in these notes and
drawings and he will be expected to comply with the spirit as well as the letter in which they were
written.
2.5 the general contractor shall notify the architect immediately if he cannot comply with all notes called
for on this sheet and on all other drawings.
4. The demolition contractor shall provide temporary protection to prevent the movement of airborne
construction dust into actively occupied areas. This protection shall be continued, as directed by the owner
until project is concluded, or perimeter walls are in place and similar protection afforded.
2.23 The construction notes and/or drawings are supplied to illustrate the design and the general
type of construction desired and are intended to imply the finest quality of construction material
and workmanship throughout.
2.2 Where the contract, construction notes or drawings call for any work of a more stringent nature than
that required by the building code or any other department having jurisdiction over the work, the work of
the more stringent nature called for by the contract, construction notes or drawings shall in all cases be
furnished.
2.4 All work listed on the construction note sheets shown or implied on all drawings shall be supplied
and installed by the general contractor.
3. The demo contractor shall report to the architect any and all conditions which may interfere with or
otherwise affect or prevent the proper execution and completion of his work.
2.22 The general contractor shall include in his work all costs for removal, new installation and
reinstallation work required for any plumbing, ceiling (take down and reinstallation), electrical
phone, communications equip., structural steel or HVAC work on ceiling plenum of floor below to
complete work on floor being renovated.
2. All drywall components and materials shall be as manufactured by US Gypsum,
National Gypsum co., or approved equal.
SC
General Notes
2.1 All work shall comply with local building codes that apply, and the regulations of the national board
of fire underwriters. (carpet and paint included.)
2.21 The general contractor shall provide all necessary protection for his work until turned over to
the tenant.
11. The contractor shall provide and install all ceiling access panels required in gypsum board ceilings using
"milcore" style K. Size on access door shall be determined by contractors whose work necessitates access.
Location of access door is to be approved by the architect before proceeding with work.
ST
1.4 GC and all subcontractors will be required to follow Memorial City infection control policy and
procedure. A copy will be provided at bid time.
2. The demo. Contractor is to acquaint himself with actual conditions at the building where the work is to be
performed.
10. The contractor shall provide and install all ceiling access tile in acoustical ceilings to furnish access for
inspection maintenance to all air conditioning, plumbing telephone and electrical controls requiring access.
IT
1.3 GC and all subcontractors and all visitors to the project will be required to read and sign Memorial
City contractor manual.
2.20 The general contractor shall properly protect the building. Any damages caused by his work or
workmen must be made good without delay. Patching and replacing of damaged work shall be done
by the contractor who is responsible for the damage.
09250 Partitions
1. The system specified employs 5/8" type X wallboard secured to 25 ga. And 3 1/2"
galvanized non-bearing metal studs and tracks uno. Installation instructions and
methods published by the manufacturers & as shown in the drawings, and/or as
required by the building code.
H
1.2 GC shall provide the following certifications for review by the DOH for their approval of the project
prior to first patient treatment: certificate of occupancy, nurse call system certification, sprinkler system
certification, electrical inspection, final test and balance report, medical gas (oxygen system certification),
fire alarm system certification.
02110 Demolition, Salvage, Cutting & Patching
1. The demolition contractor shall furnish all labor and materials as required to complete demolition and
removal of all items indicated on the drawings.
REG I S
General Conditions
1.1 The general conditions of the contract for construction, standard form of the american institute of
architects, current edition, shall apply to all work in this contract, except as specifically modified below.
11275 S. Sam Houston Parkway W.
Suite 200
Houston, Texas 77031
(832) 554-1130
www.pwarch.com
12. NFPA-99(2005 edition)-20-2.7.4.1 the chamber shall be grounded according to the requirements of
nfpa 70, national electrical code, article 250, grounding. Resistance between the chamber and ground
point shall not exceed 1 ohm.
13. NFPA-99 (2005 edition)-20.2.7.5.1.1. All associated conduits shall meet the following requirements,
(1) be waterproof, (2) meet the requirements of NFPA 70, national electrical code, (3) be equipped with
approved drains.
14. NFPA-99(2005 edition)-20-2.7.5.1.2. All other electrical devices outside the chamber shall meet the
requirements of NFPA 70.
Copyright (C) 2011 by PhiloWilke Partnership. All rights reserved.
This document and the information herein is the property of PhiloWilke Partnership. No part hereof
shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as
expressly authorized by PhiloWilke Partnership. Any Person, firm, or corporation receiving this
document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing
restrictions and that this document will be held in trust and confidence subject only to the private use
expressly authorized by PhiloWilke Partnership.
Print Date / Time:
P&W Commission Number
211-080P
General Power Notes
1/4" = 1'-0"
16
Specifications
1/4" = 1'-0"
1
7/29/2011 12:56:37 PM
Sheet Number
G-101
System No. W-L-3030
System No. W-L-7013
May 19, 2005
September 07, 2004
June 15, 2005
November 15, 2010
F Ratings - 1 and 2 Hr(See Item 1)
T Rating - 1/2 Hr
L Rating At Ambient - 76 CFM/sq ft (See Item 4)
L Rating At 400 F - 7 CFM/sq ft (See Item 4)
F Rating - 2 Hr
T Rating - 0 Hr
System No. W-L-7008
Design No. U415
F Rating - 1 & 2 Hr (See Item 1)
T Ratings - 0 Hr
Nonbearing Wall Ratings — 1 or 2 Hr
11275 S. Sam Houston Parkway W.
Suite 200
Houston, Texas 77031
(832) 554-1130
www.pwarch.com
H
C
N.T.S.
System No. W-L-0011
September 03, 2004
December 19, 2007
F Ratings - 1 and 2 Hr (See Item 1)
T Rating - 0 Hr
F Ratings - 1 and 2 Hr (See Item 1)
T Ratings - 1 and 2 Hr (See Item 1)
L Rating at Ambient - 2 CFM/sq ft.
L Rating at 400 F - 2 CFM/sq ft.
E. Max 6/94 Fiber Optic (F.O.) cable; PVC insulation and jacket.
4. Fill, Void or Cavity Materials* - Caulk, Sealant or Putty - Min 1/4 in. (6 mm) diam continuous bead of
caulk or putty applied to the wrap strip/wall interface and to the exposed edge of the wrap strip
approximate 3/4 in. (19 mm) from the wall surface on each side of wall assembly. Caulk or putty to be
forced into the interstices of the cable bundle to the max extent possible within the confines of the wrap
strip on each side of the wall assembly.
A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in.
lumber spaced 16 in. OC. Steel studs to be min 3-1/2 in. wide and spaced max 24 in. OC. When steel studs are used and the diam of
opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the
vertical studs and screw-attached to the steel studs at each end. The framed opening in the wall shall be 4 to 6 in. wider and 4 to 6
in. higher than the diam of the penetrating item such that, when the penetrating item is centered in the opening, a 2 to 3 in.
clearance is present between the penetrating item and the framing in all four sides.
B. Gypsum Board* - The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be
as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 26 in. in. for
steel stud walls. Max diam of opening is 14-1/2 for wood stud walls.
The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.
2. Through-Penetrant - One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop
system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in. (point contact) to max 2
in. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes,
conduits or tubing may be used:
A. Steel Pipe - Nom 24 in. diam (or smaller) Schedule 10 (or heavier) steel pipe.
Design No. U411
December 23, 2008
Nonbearing Wall Rating - 2 HR.
3. Gypsum Board* — Gypsum liner panels, nom 1 in. thick, 24 in. or 600 mm (for metric spacing) wide. Panels cut 1 in. less in
length than floor to ceiling height. Vertical edges inserted in "H" portion of "C-H" studs or the gap between the two 3/4 in. legs
of the "E" studs. Free edge of end panels attached to long leg of vertical "J" - runners with 1-5/8 in. long Type S steel screws
spaced not greater than 12 in. OC. When wall height exceeds liner panel length, liner panel may be butted to extend to the full
height of the wall. Horizontal joints need not be backed by steel framing. In System I, butt joints in liner panels are staggered
min 36 in. Butt joints backed with 6 in. by 22 in. strips of 3/4 in. thick gypsum wallboard (Item 4). Wallboard strips centered
over butt joints and secured to liner panels with six 1-1/2 in. long Type G steel screws, three screws along the 22 in. dimension
at the top and bottom of the strips.
B. Gypsum Board* - Thickness, type, number of layers and fasteners as required in the individual Wall
and Partition Design. Max area of opening is 540 in.2 (0.35 m2) with a max dimension of 30 in.(762 mm).
CANADIAN GYPSUM COMPANY — Type SLX
The hourly F and T Ratings for the firestop system are equal to the hourly fire rating of the wall assembly
in which it is installed.
D. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing
3. Fill, Void or Cavity Materials* - Caulk or Sealant - Min 5/8 in. thickness of fill material applied within the annulus, flush with
both surfaces of wall. Min 1/2 in. diam bead of caulk applied to the penetrant/wallboard interface at the point contact location on
both sides of wall.
3M COMPANY - CP25WB+ or FB-3000 WT
Gypsum panels, with beveled, square or tapered edges, nom 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or
horizontally, attached to studs with 1 in. long Type S steel screws spaced 12 in. when installed vertically or 8 in OC when
installed horizontally. Horizontal joints need not be backed by steel framing.
N.T.S.
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CANADIAN GYPSUM COMPANY — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX
UNITED STATES GYPSUM CO — Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, USGX.
Penetration Seal with No Pentrating Items
System No. W-L-2003
System No. W-L-5001
May 23, 2005
May 19, 2005
F Ratings - 1 and 2 Hr (See Item 3)
T Ratings - 1 and 2 Hr (See Item 3)
L Rating At Ambient - 7 CFM/sq ft (See Item 3B)
L Rating At 400 F - less than 1 CFM/sq ft (See Item 3B)
F Ratings - 1 and 2 Hr (See Item 1)
T Ratings - 3/4, 1 and 1-1/2 Hr (See Item 3)
L Rating At Ambient - 2 CFM/sq ft
L Rating At 400 F - less than 1 CFM/sq ft
N.T.S.
23
USG MEXICO S A DE C V — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX
1. Floor and Ceiling Runner - (Not Shown) - Min. 25 MSG galv steel 1 in. high, return legs 2-1/2 in.
wide (min), attached to floor and ceiling with fasteners 24 in. OC.
System B - 2 Hr
Gypsum panels, with beveled, square or tapered edges, nom 1/2 in. or 5/8 in. thick, 48 in. or 1200 mm wide, applied
vertically or horizontally in two layers. Inner or base layer attached to studs with 1 in. long Type S steel screws spaced 24 in. OC
when installed vertically or 16 in. OC when installed horizontally. Outer or face layer attached to studs with 1-5/8 in. long Type
S steel screws spaced 12 in. OC when installed vertically and staggered 12 in. from base layer screws or 8 in. OC when installed
horizontally and staggered 8 in. from base layer screws. Horizontal joints between inner and outer layers staggered a min of 12
in. Horizontal joints need not be backed by steel framing. Vertical joints centered over studs and staggered 24 in.
2. Steel Studs - Min 2-1/2 in. wide, 1-1/4 in. legs, 3/8 in. return, formed of min 25 MSG galv steel
max stud spacing 24 in. OC. Studs to be cut 3/4 in. less than assembly height.
3. Batts and Blankets* - (Optional) - Mineral wool or glass fiber batts partially or completely filling
stud cavity. Fasten each batt to wallboard base layer with a min 9/16 in. long staple. Use five staples
for each 4 ft piece. Drive one staple in the center of each piece and a staple at each corner, approx 3 in.
from edges.
UNITED STATES GYPSUM CO — 1/2 in. Types C, IP-X2, IPC-AR, or WRC; 5/8 in. Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPCAR, SCX, SHX, WRC, WRX, USGX
3A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) - Spray applied cellulose material.
The fiber is applied with water to completely fill the enclosed cavity in accordance with the application
instructions supplied with the product. Nominal dry density of 3.0 lb/ft3. Alternate application
method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio
of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the
application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3.
USG MEXICO S A DE C V — 1/2 in. Types C, IP-X2, IPC-AR or WRC; 5/8 in. Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX,
WRC, WRX
4A. Gypsum Board* — (As an alternate to Item 4 Systems A, B, C, D, E, G, H, and I when used as the base layer, For direct
attachment only) - Nom 5/8 in. or ¾ in. thick lead backed gypsum panels with beveled, square or tapered edges, applied
vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. See
Items 1, 2, 2A, 2B and 2D. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter
and 12 in. OC in the field. For Joint Compound see Item 5. To be used with Lead Batten Strips (see Item 9) or Lead Discs or Tabs
(see Item 10).
U S GREENFIBER L L C - - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material)
3B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied
cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with
the application instructions supplied with the product. Applied to completely fill the enclosed cavity.
Minimum dry density of 4.3 pounds per cubic ft.
RAY-BAR ENGINEERING CORP — Type RB-LBG
NU-WOOL CO INC - Cellulose Insulation
1. Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the
manner described in the individual U300, U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall
include the following construction features:
1. Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the
manner described in the individual U300, U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and
shall include the following construction features:
A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51
by 102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by 4 in. (51 by 102 mm) lumber end plates and cross braces. Steel studs
to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in. (610 mm) OC.
B. Gypsum Board* - 5/8 in. (16 mm) thick, 4 ft (122 cm) wide with square or tapered edges. The gypsum board type,
thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300, U400 or V400 Series
Design in the UL Fire Resistance Directory. Max diam of opening is 3-1/8 in. (79 mm).
2. Through Penetrants - One nonmetallic pipe or conduit to be centered in the through opening. The annular space between pipe
or conduit and periphery of opening shall be min 1/4 in. (6 mm) and max 3/8 in. (10 mm). Pipe or conduit to be rigidly supported on
both sides of the floor-ceiling assembly. The following types and sizes of nonmetallic pipes or conduits may be used:
A. Polyvinyl Chloride (PVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid core PVC pipe for use in closed
(process or supply) or vented (drain, waste or vent) piping system.
C:\Users\dgriffin\Documents\MHNW Hyperbaric - 211-080P (Central new)_dgriffin.rvt
B. Rigid Nonmetallic Conduit++ - Nom 2 in. (51 mm) diam (or smaller)(Schedule 40 or 80) PVC conduit installed in accordance
with the National electric Code (NFPA No. 70).
C. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) SDR13.5 CPVC pipe for use in closed
(process or supply) piping systems.
D. Cellular Core Polyvinyl Chloride (ccPVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 cellular core PVC pipe for
use in closed (process or supply) or vented (drain, waste or vent) piping system.
E. Acrylonitrile Butadiene Styrene (ABS) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid core ABS pipe for use
in closed (process or supply) or vented (drain, waste or vent) piping systems.
F. Cellular Core Acrylonitrile Butadiene Styrene (ccABS) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 cellular
core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems.
3. Firestop System - Installed symmetrically on both sides of wall assembly. The hourly F and T Ratings for the firestop system
are equal to the hourly fire rating of the wall assembly in which it is installed. The details of the firestop system shall be as follows.
A. Fill, Void or Cavity Materials* - Wrap Strip - Nom 1/4 in. (6 mm) thick intumescent elastomeric material faced on one
side with aluminum foil, supplied in 2 in. (51 mm) wide strips. Nom 2 in. (51 mm) wide strip tightly wrapped around nonmetallic
pipe (foil side out) with seam butted. Wrap strip layer securely bound with steel wire or aluminum foil tape and slid into annular
space approx 1-1/4 in. (32 mm) such that approx 3/4 in. (19 mm) of the wrap strip protrudes from the wall surface.
3M COMPANY - FS-195+
B. Fill, Void or Cavity Materials* - Caulk, Sealant or Putty - Min 5/8 in. (16 mm) thickness of caulk or putty applied into
annular space between wrap strip and periphery of opening. A nom 1/4 in. (6 mm) diam bead of caulk or putty to be applied to the
wrap strip/wall interface and to the exposed edge of the wrap strip layers approx 3/4 in. (19 mm) from the wall surface.
3M COMPANY - CP 25WB+ caulk or MP+ Stix putty, IC 15WB+ caulk, FireDam 150+ caulk or FB-3000 WT sealant. (Note: L
Ratings apply only when Type CP 25WB+ caulk or FB-3000 WT sealant is used. CP 25WB+ not suitable for use with CPVC pipes.)
C. Foil Tape - (not shown) - Nom 4 in. (102 mm) wide, 3 mil thick aluminum tape wrapped around pipe prior to the
installation of the wrap strip (Item 3A). Min of one wrap, flush with both sides of wall and proceeding outward. Tape is not
required for pipes shown in Items 2A, 2B and 2C.
Penetration Seal at Non-metalic Pipes and Conduit
N.T.S.
A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in.
(51 by 102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by 4 in. (51 by 102 mm) lumber end plates and cross braces. Steel
studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in. (610 mm) OC.
B. Gypsum Board* - Nom 5/8 in. (16 mm) thick, 4 ft (122 cm) wide with square or tapered edges. The gypsum board type,
thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Design in the UL Fire
Resistance Directory. Max diam of opening is 14-1/2 (368mm) in for wood stud walls and 18 in. (457 mm) for steel stud walls.
The hourly F Rating of the firestop system is 1 hr when installed in a 1 hr fire rated wall and 2 hr when installed in a 2 hr
fire rated wall.
2. Through Penetrants - One metallic pipe or tubing to be centered within the firestop system. Pipe or tubing to be rigidly
supported on both sides of wall assembly. The following types and sizes of metallic pipes or tubing may be used:
A. Steel Pipe - Nom 12 in. (305 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.
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C. Copper Pipe - Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe.
3. Pipe Covering* - Nom 1 or 2 in. (25 or 51 mm) thick hollow cylindrical heavy density (min 3.5 pcf or 56 kg/m3) glass fiber units
jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap
tape. Transverse joints sealed with metal fasteners or with butt strip tape supplied with the product. When nom 1 in. (25 mm) thick
pipe covering is used, the annular space between the pipe covering and the circular cutout in the gypsum wallboard layers on each
side of the wall shall be min 1/4 in. (6 mm) to max 3/8 in. (10 mm) When nom 2 in. (51 mm) thick pipe covering is used, the
annular space between the pipe covering and the circular cutout in the gypsum board layers on each side of the wall shall be min
1/2 in. (13 mm) to max 3/4 in. (19 mm)
See Pipe and Equipment Covering Materials (BRGU) category in Building Materials Directory for names of manufacturers. Any
pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25
or less and a Smoke Developed Index of 50 or less may be used.
The hourly T Rating of the firestop system is 3/4 hr when nom 1 in. (25 mm) thick pipe covering is used. The hourly T Rating of
the firestop system is 1 hr and 1-1/2 hr when nom 2 in. (52 mm) thick pipe covering is used with 1 hr and 2 hr fire rated walls,
respectively.
3B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose
insulation material. The fiber is applied with water to interior surfaces in accordance with the application
instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3
pounds per cubic ft.
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6. Batts and Blankets* —
Systems A, B, E, F, G, H, I
9. Lead Batten Strips — (Not Shown, For Use With Item 4A) - Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max
thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in.
long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a
purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of
lead backed gypsum wallboard (Item 4A) and optional at remaining stud locations. Required behind vertical joints.
A. Fill, Void or Cavity Materials* - Wrap Strip - Nom 1/4 in. (6 mm) thick intumescent elastomeric material faced on one
side with aluminum foil, supplied in 2 in. (51 mm) wide strips. Nom 2 in. (51 mm) wide strip tightly wrapped around pipe covering
(foil side out) with seam butted. Wrap strip layer securely bound with steel wire or aluminum foil tape and slid into annular space
approx 1-1/4 in. (32 mm) such that approx 3/4 in. (19 mm) of the wrap strip width protrudes from the wall surface. One layer of
wrap strip is required when nom 1 in. (25 mm) thick pipe covering is used. Two layers of wrap strip are required when nom 2 in. (51
mm) thick pipe covering is used.
3M COMPANY - FS-195+
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B. Fill, Void or Cavity Materials* - Caulk or Sealant - Min 1/4 in. (6 mm) diam continuous bead applied to the wrap
strip/wall interface and to the exposed edge of the wrap strip layer approx 3/4 in. (19 mm) from the wall surface.
21
CANADIAN GYPSUM COMPANY - Types AR, IP-AR.
UNITED STATES GYPSUM CO - Types AR, IP-AR.
USG MEXICO S A DE C V - Types AR, IP-AR.
Memorial Hermann Healthcare System
Drawing Name
5. Joint Tape and Compound - Vinyl, dry or premixed joint compound, applied in two coats to joints and screw
heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32
in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints
reinforced. Paper tape and joint compound may be omitted when gypsum boards are supplied with square
edges.
Fire Resistive Assemblies
Design Reference
6. Resilient Channel - (Optional-Not Shown) - 25 MSG galv steel resilient channels spaced vertically max 24 in.
OC, flange portion attached to each intersecting stud with 1/2 in. long type S-12 panhead steel screws.
Copyright (C) 2011 by PhiloWilke Partnership. All rights reserved.
6B. Steel Framing Members* - Optional - Not Shown - Used as an alternate method to attach resilient channels
(Item 6). Clips attached at each intersection of the resilient channel and the steel studs (Item 2). Resilient
channels are friction fitted into clips, and then clips are secured to the stud with min. 1 in. long Type S-12 panhead
steel screws through the center hole of the clip and the resilient channel flange.
This document and the information herein is the property of PhiloWilke Partnership. No part hereof
shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as
expressly authorized by PhiloWilke Partnership. Any Person, firm, or corporation receiving this
document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing
restrictions and that this document will be held in trust and confidence subject only to the private use
expressly authorized by PhiloWilke Partnership.
KEENE BUILDING PRODUCTS CO INC - Type RC Assurance.
7. Wall and Partition Facings and Accessories* - (Optional, Not shown) - Nominal 1/2 in. thick, 4 ft wide panels,
for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with
manufacturer's recommendations. When the QR-510 panel is installed between the steel framing and the UL
Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to
fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in.
Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board.
CANADIAN GYPSUM COMPANY - Type SHX.
CERTAINTEED GYPSUM INC - ProRoc Type X, ProRoc Type C.
CERTAINTEED GYPSUM CANADA INC - ProRoc Type X, ProRoc Type C.
UNITED STATES GYPSUM CO - Type SHX, FRX-G.
USG MEXICO S A DE C V - Type SHX.
UL Design No. U411
4B. Gypsum Board* - (As an alternate to Items 4 or 4A) - Nom 3/4 in. thick, 4 ft wide, installed as described in
Item 4A with screw length increased to 1-1/4 in.
PAC INTERNATIONAL INC - Type RSIC-1.
4B. Gypsum Board* - (As an alternate to Item 4 and 4A) -5/8 in. thick, 24 to 54 in. wide, applied
horizontally as the outer layer to one side of the assembly. Horizontal joints need not be backed by
steel framing. Secured as described in Item 4 for the direct attached system. When used in widths
other than 48 in., gypsum panels to be installed horizontally.
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CANADIAN GYPSUM COMPANY - Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.
CERTAINTEED GYPSUM INC - ProRoc Type X, ProRoc Type C.
CERTAINTEED GYPSUM CANADA INC - ProRoc Type X, ProRoc Type C.
GEORGIA-PACIFIC GYPSUM L L C - Types DAP, DAPC, DGG, DS.
LAFARGE NORTH AMERICA INC - Type LGFC6A, LGFC-C/A
UNITED STATES GYPSUM CO - T ype AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.
USG MEXICO S A DE C V - Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.
b. Steel Framing Members* - Used to attach furring channels (Item a) to studs (Item 1). Clips spaced 48 in.
OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet.
Furring channels are friction fitted into clips.
12. Lead Tabs — (Not Shown, For Use With Item 4B) 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction-fit
around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a
screw (that secures the gypsum boards, Item 4B) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the
Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary.
CANADIAN GYPSUM COMPANY - Types AR, IP-AR.
UNITED STATES GYPSUM CO - Types AR, IP-AR.
USG MEXICO S A DE C V - Types AR, IP-AR.
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a. Furring Channels - Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC
perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are
overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As
an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6
framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel.
11. Lead Batten Strips — (Not Shown, For Use With Item 4B) Lead batten strips, 2 in. wide, max 10 ft long with a max
thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan
head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan
head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 4B) and optional at
remaining stud locations.
USG MEXICO S A DE C V - Type AR, C, FCV, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.
Memorial Hermann
Hospital - Northwest
Hyperbaric Suite
Renovation
6A. Steel Framing Members (Not Shown)* - As an alternate to Item 3, furring channels and resilient sound
isolation clip as described below:
10. Lead Discs or Tabs — (Not Shown, For Use With Item 4A) - Used in lieu of or in addition to the lead batten strips (Item 9)
or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel
screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 4A) underneath screw
locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification
QQ-L-201f, Grade "C".
UNITED STATES GYPSUM CO - Type AR, C, FCV, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or
WRX.
Project
NATIONAL GYPSUM CO - Types FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW.
(Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity. Any mineral wool or glass fiber batt
mineral bearing the UL Classification Marking as to Fire Resistance.
TEMPLE-INLAND FOREST PRODUCTS CORP - Types TG-C, Type X, Veneer Plaster Base-Type X, Water
Rated-Type X, Sheathing Type-X, Soffit-Type X, GreenGlass Type X.
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AMERICAN GYPSUM CO - Types AG-C, AGX-1
BEIJING NEW BUILDING MATERIALS PUBLIC
LTD CO - Type DBX-1.
CANADIAN GYPSUM COMPANY - Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.
CERTAINTEED GYPSUM INC - Types 1, EGRG, ProRoc Type X, ProRoc Type C.
CERTAINTEED GYPSUM CANADA INC - ProRoc Type C, ProRoc Type X or ProRoc Type Abuse-Resistant.
GEORGIA-PACIFIC GYPSUM L L C - Types 5, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6.
LAFARGE NORTH AMERICA INC - Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C, LGFC-C/A.
NATIONAL GYPSUM CO - Types FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6.
PABCO BUILDING PRODUCTS L L C, DBA
PABCO GYPSUM - Type PG-C, PG-11 or PG-9.
PANEL REY S A - Type PRX.
SIAM GYPSUM INDUSTRY (SARABURI) CO LTD - Type EX-1
TEMPLE-INLAND FOREST PRODUCTS CORP - Type X, Veneer Plaster Base - Type X, Water Rated - Type X,
Sheathing - Type X, Soffit - Type X, TG-C, GreenGlass Type X.
UNITED STATES GYPSUM CO - Type AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.
USG MEXICO S A DE C V - Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.
4D. Gypsum Board* - As an alternate to Items 4, 4A, 4B, and 4C - Nom. 5/8 in. thick gypsum panels applied
horizontally. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt
joints on opposite sides of studs need not be staggered. Gypsum panels fastened to framing with 1 in. long Type
S steel screws 1-1/2 in. from board edges, 3 in. from board edge and every 8 in. OC in the field. Screws spaced a
max 12 in. along the top and bottom edges of the wall.
Joints on outer layers of gypsum boards (Item 4 and 4A) covered with paper tape and joint compound. Paper tape and joint
compound may be omitted when gypsum boards are supplied with square edges. Exposed screw heads covered with joint
compound.
AMERICAN GYPSUM CO - Types AG-C, AGX-1, AGX-11.
BEIJING NEW BUILDING MATERIALS PUBLIC
LTD CO - Type DBX-1.
CERTAINTEED GYPSUM INC - Types 1, FRPC, EGRG, ProRoc Type X or ProRoc Type C.
CERTAINTEED GYPSUM CANADA INC - ProRoc Type C, ProRoc Type X or ProRoc Type AbuseResistant.
CANADIAN GYPSUM COMPANY - Type AR, C, FCV, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC
or WRX.
GEORGIA-PACIFIC GYPSUM L L C - Types 5, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6.
LAFARGE NORTH AMERICA INC - Types LGFC2, LGFC2A, LGFC3, LGFC6, LGFC6A, LGFC-C, LGFC
C/A.
NATIONAL GYPSUM CO - Types FSK-C, FSW, FSW-3, FSW-5, FSW-6, FSW-C, FSW-G, FSMR-C.
PABCO BUILDING PRODUCTS L L C, DBA
PABCO GYPSUM - Type C, PG-3, PG-5, PG-9, PG-11 or PG-C.
PANEL REY S A - Type PRX, or PRC.
SIAM GYPSUM INDUSTRY (SARABURI) CO LTD - Type EX-1
•
•
•
•
•
•
•
•
•
•
•
•
•
•
TEMPLE-INLAND FOREST PRODUCTS CORP - GreenGlass Type X.
5. Joint Tape and Compound — (Not Shown)
Systems A, B, C, E, F, G, H, I
4A. Gypsum Board* - (As an alternate to Item 4) - Nom 3/4 in. thick, installed as described in Item 4
with 1-1/4 in. long Type S screws for inner layer and 2-1/4 in. long Type S screws for outer layer.
4. Firestop System - Installed symmetrically on both sides of wall assembly. The details of the firestop system shall be as follows:
N.T.S.
NELCO — Nelco
Nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer
baseboard. Joints reinforced.
•
B. Copper Tubing - Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing.
Penetration Seal at Insulated Pipe
U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material)
4C. Gypsum Board* - As an alternate to Items 4, 4A, and 4B - Nom. 5/8 in. thick gypsum panels, with square
edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a
max 8 in. OC, with last 2 screws 3/4 in. and 4 in. from each edge of board. Horizontal joints need not be backed
by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs on interior walls need
not be staggered or backed by steel framing.
NEW ENGLAND LEAD BURNING CO INC, DBA
Optional, (Direct Attached System), Inner layer attached to studs with 1 in. long Type S steel screws
spaced 16 in. OC in the field and along the vertical edges. Outer layer attached to the studs over the
inner layer with 1-5/8 in. long Type S steel screws spaced 16 in. OC in the field and along the vertical
edges and 12 in. OC to the floor and ceiling runners. Joints of screw-attached outer layer offset
from inner layer joints. Joints of outer layer may be taped or untaped.
•
•
•
•
•
3M COMPANY - CP 25WB+, IC 15WB+, FireDam 150+ caulk or FB-3000 WT sealant
26
3A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) - Spray applied cellulose material. The fiber
is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied
with the product. Nominal dry density of 3.0 lb/ft3. Alternate application method: The fiber is applied with U.S.
Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to
completely fill the enclosed cavity in accordance with the application instructions supplied with the product.
Nominal dry density of 2.5 lb/ft3.
•
•
•
4B. Gypsum Board* — (As an alternate to Item 4 Systems A, B, C, D, E, G, H, and I when used as the base layer, For direct
attachment only) - Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically.
Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with
1-1/4 in. long Type S-12 (or #6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC
in the field.
4. Gypsum Board* - 5/8 in. thick, outer layer paper or vinyl surfaced. (Laminated System) Wallboard
applied vertically in two layers. Inner layer attached to studs with 1 in. long Type S steel screws spaced
8 in. OC along vertical edges, and 12 in. OC in the field and outer layer laminated to inner layer with
joint compound, applied with a notched spreader producing continuous beads of compound
about 3/8 in. in diameter, spaced not greater than 2 in. OC. Joints of laminated outer layer offset 12
in. from inner layer joints Outer layer wallboard attached to floor and ceiling runner track with 1-5/8
in. long Type S steel screws spaced 12 in. OC.
Print Date / Time:
P&W Commission Number
QUIET SOLUTION INC - Type QuietRock QR-510.
N.T.S.
16
UL Design No. U415
Description
Issued for Permit and Bid
See Batts and Blankets (BZJZ) category for names of Classified companies.
4A. Gypsum Board* - (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or
tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity
on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be
staggered or backed by steel framing. Panels attached to steel studs and floor runner with 1 in. long Type S steel
screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in
the field when panels are applied vertically. When used in widths other than 48 in., gypsum panels to be installed
horizontally.
CANADIAN GYPSUM COMPANY — 1/2 in. Type C, IP-X2, IPC-AR or WRC; 5/8 in. Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX,
SHX, WRC, WRX
See Batts and Blankets (BZJZ) category for names of manufacturers.
Date
07/29/2011
4. Gypsum Board* - 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long,
Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented
vertically and staggered on opposite sides of the assembly. When attached to item 6 (resilient channels) or 6A
(furring channels), wallboard is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12
in. OC.
4. Gypsum Board* —
System A - 1 Hr
3M COMPANY - Fire Barrier Pillow or Fire Barrier Self-Locking Pillows
No.
1
NU-WOOL CO INC - Cellulose Insulation
USG MEXICO S A DE C V — Type SLX
B. Fill Void or Cavity Material* - Pillows - Max 9 in. (229 mm) long by 6 in. (152 mm) wide by 2 and 3
in. (51 and 76 mm) thick plastic covered pillows packed into opening to a min compression of 33 percent.
Pillows installed with 9 in. (229 mm) dimension projecting through wall and centered within the opening.
Issues / Revisions
3. Batts and Blankets* - (Optional) - Mineral wool or glass fiber batts partially or completely filling stud cavity.
UNITED STATES GYPSUM CO — Type SLX
3M COMPANY - MPS-2+
E. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe.
9
2. Steel Studs - Channel shaped, 3-5/8 in. wide (min), 1-1/4 in. legs, 3/8 in. folded back returns, formed from
min No. 25 MSG galv steel spaced 24 in. OC max.
PAC INTERNATIONAL INC — Type RSIC-1.
A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist
of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-5/8 in. (92
mm) wide and spaced max 24 in. (305 mm) OC. Additional framing members shall be used to completely frame
around opening.
N.T.S.
1. Floor and Ceiling Runners - (not shown) - Channel shaped runners, 3-5/8 in. wide (min), 1-1/4 in. legs,
formed from min No. 25 MSG galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.
b. Steel Framing Members* — Used to attach furring channels (Item 2Da) to studs (Item 2 or 2A). Clips spaced max. 24
in. OC., and secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring
channels are friction fitted into clips.
A. Fill Void or Cavity Material* - Putty - Min 1/2 in. (13 mm) thickness of putty formed to a min 1 in.
(25 mm) width and applied within annulus at all corners of opening and extending a min 1 in. (25 mm) in both
directions from each corner, flush with both surfaces of wall.
C. Conduit - Nom 6 in. diam (or smaller) steel conduit or nom 4 in diam (or smaller) steel electrical metallic tubing
Penetration Seal at Rectangular Steel Duct
a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC
perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board installed vertically only and attached
to furring channels as described in Item 3.
2. Firestop System - The firestop system shall consist of the following:
B. Iron Pipe - Nom 24 in. diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in diam (or smaller) or
Class 50 (or heavier) ductile iron pressure pipe.
Penetration Seal for Metalic Pipes, Conduit, or Tubing
19
2B. Furring Channels — (Optional, not shown) — For use with single or double layer systems. Resilient furring channels
fabricated from min 25MSG corrosion protected steel, installed horizontally, and spaced vertically a max 24 in. OC. Flange
portion of channel attached to each intersecting "C-H" or "E" stud on side of stud opposite the 1 in. liner panels with 1/2 in.
long Type S or S-12 pan-head steel screws. When furring channels are used, wallboard to be installed vertically only. Not to be
used with Type FRX-G gypsum wallboard, Type RB-LBG (Item 4A), Type Nelco (Item 4B) or cementitious backer units (Item 7).
2D. Steel Framing Members* — (Optional, not shown) — For use with single or double layer systems. Furring channels and
Steel Framing Members as described below. Not to be used with Type FRX-G gypsum wallboard, Type RB-LBG (Item 4A), Type
Nelco (Item 4B) or cementitious backer units (Item 7):
1. Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the
materials and in the manner specified in the individual U300, U400 or V400 Series Wall or Partition Designs in
the UL Fire Resistance Directory and shall include the following construction features:
Nonbearing Wall Rating - 1 HR.
C. Retaining Angles - Min 16 gauge galv steel angles sized to lap duct a min of 2 in. (51 mm) and lap wall
surfaces of a min of 1 in. (25 mm). Angles attached to duct on both sides of wall with min 1/2 in. (13 mm) long,
No. 10 (or larger) sheet metal screws spaced a max of 1 in. (25 mm) from each end of duct and spaced a max of 6
in. (152 mm) OC.
2A. Steel Studs — (Not Shown) — "E" - shaped studs installed back to back in place of "C-H" - shaped studs (Item 2) "E" shaped studs secured together with steel screws spaced a maximum 12 in. OC. Fabricated from min 25 MSG (min 20 MSG
when Item 2D, 4A, 4B or 7 is used) galv steel, min 2-1/2 in. deep (min 4 in. deep when System C is used), with one leg 1 in. long
and two legs 3/4 in. long. Shorter legs 1 in. apart to engage gypsum liner panels. Cut to lengths 3/8 to 1/2 in. less than floor to
ceiling heights.
3M COMPANY - CP 25WB+ caulk, MP+ Stix putty, IC 15WB+ caulk, FireDam 150+ caulk or FB-3000
WT sealant (Note: L Ratings apply only when Type CP 25WB+ Caulk or Type FB-3000 WT Sealant is used.)
1. Wall Assembly - The 1 or 2 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the
manner described in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall
include the following construction features:
Design No. U465
December 23, 2008
3M COMPANY - CP-25 WB+ or FB-3000 WT
2. Steel Studs — "C-H" - shaped studs, min 2-1/2 in. deep (min 4 in. deep when System C is used), fabricated from min 25
MSG (min 20 MSG when Items 2D, 4A, 4B or 7 is used) galv steel. Cut to lengths 3/8 to 1/2 in. less than floor-to-ceiling height
and spaced 24 in. or 600 mm OC.
3M COMPANY - FS-195+
N.T.S.
B. Fill, Void or Cavity Material* - Caulk or Sealant - Min 5/8 in. (16 mm) thickness of fill material applied
within annulus, flush with both surfaces of wall assembly. At the point contact location between duct and
wallboard, a min 1/4 in. (6 mm) diam bead of sealant shall be applied at the wallboard/duct interface on both
surfaces of wall assembly.
1. Floor, Side and Ceiling Runners — "J" - shaped runner, min 2-1/2 in. deep (min 4 in. deep when System C is used), with
unequal legs of 1 in. and 2 in., fabricated from min 24 MSG (min 20 MSG when Item 4A, 4B or 7 are used) galv steel. Runners
positioned with short leg toward finished side of wall. Runners attached to structural supports with steel fasteners located not
greater than 2 in. from ends and not greater than 24 in. OC. "E" - shaped studs (Item 2A) may be used as side runners in place
of "J" - shaped runners.
3. Fill, Void or Cavity Material* - Wrap Strip - Nom 1/4 in. (6 mm) thick intumescent elastomeric
material faced on one side with aluminum foil, supplied in nom 2 in. (51 mm) wide strips. Nom 2 in. (51
mm) wide strip tightly-wrapped around cable bundle (foil side out) with seam butted. Wrap strip layer
securely bound with steel wire tie and slid into annular space approx 1-1/4 in. (32 mm) such that approx
3/4 in. (19 mm) of the wrap strip width protrudes from the wall surface on each side of the assembly.
Penetration Seal at Electrical Cables
S
A. Packing Material (Optional) - Polyethylene backer rod, mineral wool batt insulation or fiberglass batt
insulation friction-fit into annular space for 2 hr rated wall assemblies only. Packing material to be recessed
from both surfaces of wall to accommodate the required thickness of fill material (Item 3B).
D. Max 200 pair No. 24 AWG telecommunication cables; PVC insulation and jacket.
System No. W-L-1146
57 West Avenue
Wayne, PA 19087
610-995-2988
3. Firestop System - The details of the firestop system shall be as follows:
C. Max 3/C No. 2/0 AWG multiconductor power and control cables; XLPE or PVC insulation, XLPE
or (PVC) jacket.
29
Z&F Consulting
2. Through-Penetrant - Nom 36 by 30 (914 by 762 mm) (or smaller) No. 24 gauge (or heavier) galv steel duct to
be installed either concentrically or eccentrically within the firestop system. An annular space of min 0 in. (0
mm, point contact) to max 2 in. (51 mm) is required within the firestop system. Steel duct to be rigidly supported
on both sides of floor or wall assembly.
B. Max 7/C No. 12 AWG cables; PVC insulation and jacket.
Penetration Seal at Small Diameter Steel Duct
MEP Engineer:
The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which
it is installed.
A. Max 350 kcmil single-conductor power cables; cross-linked polyethylene (XLPE) or polyvinyl
chloride (PVC) insulation.
3M COMPANY - CP25WB+ or FB-3000 WT
Consultants
B. Gypsum Board* - Thickness, type, number of layers and fasteners as required in the individual Wall
and Partition Design. Max size of opening to be 1216 sq in. (189 cm2) with a max dimension of 38 in. (965 mm).
2. Cables - Max 4 in. (102 mm) diam tight bundle of cables centered in circular cutouts in gypsum
wallboard and rigidly supported on both sides of wall assembly. Any combination of the following types
and sizes of copper conductor cables may be used:
3. Fill, Void or Cavity Material* - Caulk or Sealant - Min 1-1/4 in. thickness of fill material applied within annulus, flush with
both surfaces of wall assembly. At the point contact location between duct and wallboard, a min 1/4 in. diam bead of caulk
shall be applied at the wallboard/duct interface on both surfaces of wall assembly.
X
T E
A
E V E N
S T
A. Studs - Wall framing shall consist of steel channel studs to be min 3-1/2 in. (89 mm) wide and spaced
max 24 in. (610 mm) OC. Additional 3-1/2 in. (89 mm) wide steel studs shall be used to completely frame
opening.
The hourly F Rating of the firestop system is 1 hr when installed in a 1 hr fire rated wall and 2 hr
when installed in a 2 hr fire rated wall.
B. Steel Duct - Nom 10 in. diam (or smaller) No. 28 gauge (or heavier) galv steel vent duct.
HU L T Z
A. Steel Duct - Nom 16 in. diam (or smaller) No. 24 gauge (or heavier) spiral wound galv steel duct.
E O
F
1. Wall Assembly - The 1 and 2 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the
materials and in the manner specified in the individual U400 Series Wall and Partition Designs in the UL Fire
Resistance Directory and shall include the following construction features:
B. Gypsum Board* - Nom 5/8 in. (16 mm) thick, 4 ft. (122 cm) wide with square or tapered edges.
The gypsum board type, number of layers and sheet orientation shall be as specified in the individual Wall
and Partition Design. Diam of circular cutout in gypsum board layers on each side of wall to be 1/2 to 3/4
in. (13 to 19 mm) larger than diam of tight cable bundle (Item 2). Max diam of cutouts is 4-1/2 in. (114
mm).
2. Through-Penetrant - One steel duct to be installed either concentrically or eccentrically within the firestop system. An
annular space of min 0 in. to max 1-1/2 in. is required within the firestop system. Steel duct to be rigidly supported on both
sides of wall assembly. The following sizes of steel ducts may be used.
EC T
B. Gypsum Board* - Two layers of min 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design.
Max diam of opening is 17-1/2 in.
12 5 6 4
07/29/11
A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to
consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by 4 in. (51 by
102 mm) lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in.
(35 mm) deep channels spaced max 24 in. (610 mm) OC.
A. Studs - Wall framing shall consist of steel channel studs to be min 3-1/2 in. wide and spaced max 24 in. OC.
SC
1. Wall Assembly - The 2 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the
manner specified in the individual U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include
the following construction features:
IT
ST
AT
1. Wall assembly - The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the
materials and in the manner described in the individual U300, U400 or V400 Series Wall or Partition
Designs in the UL Fire Resistance Directory and shall include the following construction features:
H
REG I S
R E D ARC
T E A R L E S
12" = 1'-0"
11
UL Design No. U465
211-080P
N.T.S.
1
7/29/2011 12:56:37 PM
Sheet Number
G-102
11275 S. Sam Houston Parkway W.
Suite 200
Houston, Texas 77031
(832) 554-1130
www.pwarch.com
6.6
6
7
R E D ARC
T E A R L E S
H
E V E N
S T
HU L T Z
EC T
SC
ST
AT
IT
6.9
H
12 5 6 4
E O
F
X
T E
S
5.4
A
5
C
4
REG I S
3
07/29/11
A
Consultants
MEP Engineer:
Z&F Consulting
0097810 479
INCOMPLETE FILES
1.N016
57 West Avenue
Wayne, PA 19087
610-995-2988
Smoke Compartment 1
15,187 SF
B
Parking Garage
33"
33"
Stair
33"
UP
33"
Stair
33"
C
Stair
D
D.9
Elev. #2
Elev. #5
Elev. #3
Elev. #4
No.
1
33"
Public Elevator
Lobby
33"
Date
07/29/2011
Description
Issued for Permit and Bid
SEAT
Elev. #1
Issues / Revisions
E
66"
66"
UP
17'-6"
Tlt
Stair
Clean Utility
33"
Office Records
HSKP
Soiled Holding
F
Control Desk/Reception
Administration
Corr.
Staff Work Room
Lobby
Soiled Holding
Treatment
G
Clean
Storage
Changing Room
17'-6"
Smoke Compartment 3
7,377 SF
Waiting
Staff
Tlt
Memorial Hermann
Hospital - Northwest
Hyperbaric Suite
Renovation
G
Corridor
E
F
A
W
b
D
c
e
l
a
Treatment
Corr.
UP
Stair
Patient
Tlt
35'-6"
Smoke Compartment 4
13,966 SF
33"
Smoke Compartment 2
10,208 SF
Project
Kitchen
Hyperbaric Room
Treatment
33"
H
Consult.
Office
35'-0"
35'-6"
A
W
b
D
c
e
w
o
d
n
i
132"
Treatment
Ae
M
b
D
c
B
v
f
e
R
k
c
o
l
Ae
M
b
D
c
B
v
f
e
R
k
c
o
l
Treatment
35'-0"
A
W
b
D
c
e
l
a
Memorial Hermann Healthcare System
143'
136'
A
W
b
D
c
e
l
a
2,440 SF
132"
27'-0"
7
33"
27'-0"
27'-8 5/8"
27'-0"
27'-0"
27'-0"
8
Drawing Name
27'-0"
27'-0"
9
10
27'-0"
11
Fire Safety Plan - Level G
12
Legend - Fire Safety
27'-0"
1-hour fire + smoke wall with 45 minute opening protective
2-hour fire wall with 90 minute opening protective
2-hour fire + smoke wall with 90 minute opening protective
4-hour fire + smoke wall with 3 Hour opening protective
1
2
3
4
5
6
32"
C:\Users\dgriffin\Documents\MHNW Hyperbaric - 211-080P (Central new)_dgriffin.rvt
27'-0"
K
J
A
W
b
D
c
e
l
a
Copyright (C) 2011 by PhiloWilke Partnership. All rights reserved.
Building exit, clear exit width in inches
This document and the information herein is the property of PhiloWilke Partnership. No part hereof
shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as
expressly authorized by PhiloWilke Partnership. Any Person, firm, or corporation receiving this
document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing
restrictions and that this document will be held in trust and confidence subject only to the private use
expressly authorized by PhiloWilke Partnership.
Existing Fire Extinguisher cabinet
location
New Fire Extinguisher cabinet
location
Plan
North
Print Date / Time:
Scope of work
75'
Longest
travel= ---'
P&W Commission Number
Path of longest exit travel
Fire Safety Plan - Level G
211-080P
3/32" = 1'-0"
1
7/29/2011 12:56:38 PM
Sheet Number
G-110
General Notes - Demolition Plan
6.
Remove existing electrical devices typ. at demo partitions. Disconnect and remove
unused wiring to source. Patch and repair partitions.
7.
Salvage removed sheet vinyl for patching. Refer to finish plan for installation locations.
8.
Existing window shades to remain. Protect as required.
9.
GC to utilize fire rated temporary barriers and negative air pressure to prevent the spread
of construction dust.
R E D ARC
T E A R L E S
3 A -2
710
AT
6
6
12 5 6 4
E O
F
X
T E
07/29/11
Consultants
11. Penetrations in floor slab, rated walls and slab above created by demolition shall be filled
with an approved fire stopping method.
MEP Engineer:
12. GC shall return all removed paper towel dispenser to owner.
57 West Avenue
Wayne, PA 19087
610-995-2988
Z&F Consulting
13. GC shall remove existing ceiling as required for all above ceiling work. After completion of
all above ceiling work, GC shall re-install ceiling to match existing finish.
Staff Work Room
H
HU L T Z
Any equipment, furniture, fixtures etc. shall be stored or disposed as per hospital's
direction.
10. Any demolition impacting other hospital operations or hospital systems, must be scheduled
through the hospital.
7
Lobby
5.
EC T
Office
Replace exist. Gwb. Damaged as result of demo. Patch and repair walls to smooth surface
and prepare for paint and base application.
SC
8
4.
ST
Control
Desk/Reception
Remove existing floor finishes throughout contract area where noted. Patch and repair
existing sub-floor to smooth and acceptable surface in preparation of new floor finishes.
Follow manufacturer's specifications.
IT
F
3.
11275 S. Sam Houston Parkway W.
Suite 200
Houston, Texas 77031
(832) 554-1130
www.pwarch.com
H
Soiled Holding
Notify architect of any discrepancies between field conditions and construction
documents.
S
Hskp.
2.
A
Office Records
All fixtures and receptacles are existing U.N.O.
C
Clean Utility
1.
E V E N
S T
Tlt.
REG I S
Office
Treatment
Waiting
Issues / Revisions
1
13 A-210
13
Treatment
G
12
11
Treatment
3
14
Female
Tlt.
Storage
No.
1
11
Male
Tlt.
11
Date
07/29/2011
Description
Issued for Permit and Bid
Waiting
3
9
Corr.
Aec
DW
b l
al
20'-8 1/8"
Aec
DM
b vB
lo
ckR
ef
13
4
12 A-210
Therapy
Corr.
12
Therapy
Treatment
14
Therapy
Kitchen
3
11 A-210
H
3'-6"
Project
Memorial Hermann
Hospital - Northwest
Hyperbaric Suite
Renovation
Treatment
10
2
Therapy
2
Therapy
Demolition Plan Keyed Notes
1
2
3
1
4
Therapy
Therapy
5
Therapy
10 A-210
5
11
Therapy
Aec
DW
b l
al
Aec
DW
b l
al
Aec
DW
b l
al
J
Vestibule
5
6
7
8
9
10
11
12
13
14
Remove All Wall Mounted Fixtures and Equipment from the Walls in this room
Remove Handwashing Sink. Return to Hospital. Reconfigure Plumbing for new Sink
Remove Millwork, store sink and faucet for relocation. Cap Plumbing below surface of partition.
Patch and repair partition surface
Remove Hydrotherapy Piping. Cap below surface. Patch and repair Partition to receive new
finish
Remove existing Millwork. Repair wall as required for new wall finish
Remove existing Storefront glazing and door. Return to Hospital
Remove P.Lam Millwork
Prep area for new door, frame and jack
Create new GWB opening 7'-0" A.F.F.
Remove existing floor finishes in this hatched area. Prep floor for new non static sheet flooring
Existing Fixtures to Remain
Remove existing Charting Station
Existing Charting Station to remain
Existing Millwork to remain
Memorial Hermann Healthcare System
Drawing Name
Legend - Floor/Demo Plan
Demolition Plan
Existing to be removed
C:\Users\dgriffin\Documents\MHNW Hyperbaric - 211-080P (Central new)_dgriffin.rvt
Existing to remain
New Partitions
Not in scope of work
7
8
9
10
Copyright (C) 2011 by PhiloWilke Partnership. All rights reserved.
This document and the information herein is the property of PhiloWilke Partnership. No part hereof
shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as
expressly authorized by PhiloWilke Partnership. Any Person, firm, or corporation receiving this
document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing
restrictions and that this document will be held in trust and confidence subject only to the private use
expressly authorized by PhiloWilke Partnership.
Plan
North
Print Date / Time:
P&W Commission Number
211-080P
Floor Plan - Demo
1/4" = 1'-0"
1
7/29/2011 12:57:12 PM
Sheet Number
A-101
6.9
E
General Notes - Demolition Reflected Ceiling Plan
Existing soffits to remain. Replace existing gwb damaged as a result of demo. Patch and
repair to smooth surface and prepare to paint.
6.
Return removed light fixtures not scheduled for relocation to hospital representative.
7.
Remove existing ceiling mounted curtains and track throughout contract area. Protect
existing to remain ceiling grid and tile.
8.
GC to utilize fire rated temporary barriers and negative air pressure to prevent the spread
of construction dust.
9.
Any demolition impacting other hospital operations or hospital systems, must be scheduled
through the hospital.
R E D ARC
T E A R L E S
H
AT
12 5 6 4
E O
F
X
T E
S
5.
A
Existing ceiling grid and tile throughout to remain U.N.O.
C
4.
HU L T Z
Any fixtures shall be stored or disposed as per hospital's direction.
EC T
3.
11275 S. Sam Houston Parkway W.
Suite 200
Houston, Texas 77031
(832) 554-1130
www.pwarch.com
SC
Notify architect of any discrepancies between field conditions and construction
documents.
IT
2.
H
All fixtures and receptacles are existing U.N.O.
ST
1.
E V E N
S T
6.6
REG I S
5.5
07/29/11
F
Consultants
MEP Engineer:
Z&F Consulting
57 West Avenue
Wayne, PA 19087
610-995-2988
1
6
6
5
5
8
8
8
Issues / Revisions
No.
1
Date
07/29/2011
Description
Issued for Permit and Bid
2
1
2
2
5
5
G
1
2
1
SD
Aec
DbC
eil
ig
nGr
id
9
S
S
SD
SD
Demolition Reflected Ceiling Plan Keyed Notes:
Aec
DW
b l
al
1
2
1
7
H
6
3
3
4
5
6
7
8
9
3
4
SD
Existing Ceiling Grid, Light Fixtures and Mechanical/Electrical devices to remain
Remove Light Fixtures, Mechanical/Electrical devices, and Equipment as required for new
construction. See Drawing A-160. Existing Ceiling to remain. Patch and repair as required
Remove existing arched soffit. Patch and repair partition
Remove Nurse call domes. Store for relocation. Return unused domes to Hospital
Modify existing ceiling as required for new construction. See drawing A-160
Remove existing ceiling grid
Remove existing Curtain and Curtain Track. Return to Hospital
Existing Light Fixture to Remain
Remove existing Exit Light. Store for relocation.
Project
Memorial Hermann
Hospital - Northwest
Hyperbaric Suite
Renovation
Aec
DbC
eil
ig
nGr
id
Legend - Demolition Reflected Ceiling Plan
3
3
4
Existing 2'x2' Fluorescent Fixture to remain
Existing 2'x2' Fluorescent Fixture to be removed
Aec
DbC
eil
ig
nGr
id
1
4
1
Not in scope of work
3
Ceiling area to be removed
3
Aec
DW
b l
al
Memorial Hermann Healthcare System
Existing Gyp. Board Ceiling to Remain
Aec
DW
b l
al
Drawing Name
J
Demolition Reflected
Ceiling Plan
C:\Users\dgriffin\Documents\MHNW Hyperbaric - 211-080P (Central new)_dgriffin.rvt
Existing Suspended Clg. System to Remain
Exit Light
SD
Smoke Detector
Copyright (C) 2011 by PhiloWilke Partnership. All rights reserved.
Sprinkler Head
7
8
9
This document and the information herein is the property of PhiloWilke Partnership. No part hereof
shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as
expressly authorized by PhiloWilke Partnership. Any Person, firm, or corporation receiving this
document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing
restrictions and that this document will be held in trust and confidence subject only to the private use
expressly authorized by PhiloWilke Partnership.
10
Print Date / Time:
P&W Commission Number
211-080P
Reflected Ceiling Plan - Demo
1/4" = 1'-0"
1
7/29/2011 12:57:12 PM
Sheet Number
A-102
6.9
General Notes - Floor Plan
Tlt.
4.
See 1 A-600 for Door Schedule.
4.
Notify architect immediately of any discrepancies between field conditions andconstruction
documents.
6.
Any doors, equipment, furniture, fixtures etc. not intended for reuse shall be stored or
disposed of as per building owner's directions.
7.
All existing to remain and relocated doors shall be refurbished to "as new" state.
5.
Provide and install cabinet locks on all existing millwork.
6.
All exposed particle board, wood, mdf, etc. Shall have a sealed surface.
7.
NFPA-99 (2005 edition)-20-2.1.1.8 the supporting foundation for any chamber shall be
designed to support the chamber. Consideration shall be given to any added floor stresses
that will be created during any on-site hydrostatic testing.
8.
NFPA-99(2005 edition)-20-2.9.2 exhaust from all classes of chambers shall be pipedoutside
of the building, 20.2.9.2.1 the point of exhaust shall not create a hazard. 20.2.9.2.2 the point
of exhaust shall not not allow reentry of gases into the building, 20.2.9.2.3 the point of
exhaust shall be protected by the provision of a minimum of 0.3 cm mesh screen and situated
to prevent the intrusion of rain, snow or airborne debris.
F
Control
Desk/Reception
A00
1
102
9.
Administration
F2
101
Staff Work Room
3 A -2
10
2
AT
HU L T Z
All dimensions are from finish surface to finish surface U.N.O
H
EC T
5.
R E D ARC
T E A R L E S
SC
Soiled Holding
See 1 A-520 for Partition Type Schedule.
ST
Hskp.
3.
IT
Office Records
All dimensions are to face of gypsum board or face of masonry unless noted otherwise.
H
Clean Utility
2.
11275 S. Sam Houston Parkway W.
Suite 200
Houston, Texas 77031
(832) 554-1130
www.pwarch.com
12 5 6 4
E O
F
X
T E
S
Office
All new partitions are type "B2" unless noted otherwise.
A
Male Locker
1.
C
Conference Room
E V E N
S T
6.6
REG I S
5.5
07/29/11
Consultants
MEP Engineer:
Z&F Consulting
57 West Avenue
Wayne, PA 19087
610-995-2988
NFPA-99 (2005 edition)-20-2.1.1.6 when used for hyperbaric procedures, the room or rooms
housing the class a and class b chambers shall be for the exclusive use of the hyperbaric
operation. 20.2.1.1.7 service equipment (e.g., compressors) shall be permitted to be located
in multi-use spaces meeting the requirements of 20-2.1.1
10. NFPA-99 (2005 edition)-20-2.1.3 the room or rooms housing class B and C chambers shall be
afforded sprinkler protection in accordance with 20-2.1.2.
11. ICC/ANSI 117.1 compliant lavatories to be insulated with turbo insulation kit. Provide at all
lavatories which can be accessed by wheelchair.
Elect.
2' - 6"
12. Provide and install Fire Extinguishers as per Building Department and FIre Marshall
Requirements.
A lig n
C2
2 A - 21
0
Patient Waiting
Lobby
A lig n
C2
Recommendations for Rooms Housing Hyperbaric Chambers
Treatment
5
Treatment
G
9
12
A2
F1S
111
Changing Room
110
4
16
D2
113
112
Waiting
13
Patient Toilet
Clean Storage
Align
18
A00
5
A00r
6
Patient
Holding
Consult. Office
105
Stretcher & Gurney
Class "B" Chamber
Kitchen
Treatment
8.
Window treatment: windows should be covered with drapes or blinds to shield the hyperbaric
chamber acrylic cylinders from direct sunlight.
9.
Electrical service: a standard 110/115volt, 60 cycle. Wall socket must be provided. Place the
wall socket approximately 12.0 to 18.0 inches above the floor.
1
2
3
4
5
6
109
4'-0"
6'-0"
Hyperbaric Room
Stretcher & Gurney
Treatment
11
5'-0"
1 A-210
O.H.
3'-0"
V
O2
13
Align
13
Class "B" Chamber
106
1
P2
17
10 A-210
107
1 A-210
Flooring: the floor should be tile or hard surface. Waxing is not recommended. Carpeting is
unacceptable as it may generate static electricity.
Memorial Hermann
Hospital - Northwest
Hyperbaric Suite
Renovation
Floor Plan Keyed Notes
Treatment
P2
7
8
9
10
11
12
13
14
15
16
17
18
19
10'-2"
5'-0 1/8"
7.
Description
Issued for Permit and Bid
10. Door to hyperbaric facility must be: for model 3200, 3200r-greater than 46.0 inches wide
1
11 A-210
3
Stretcher & Gurney
14 A-210
8
3'-6"
13
1'-9"
Temperature: the facility should be heated and air conditioned to a patient comfort level. 68 74 degrees fahrenheit (20-23 degrees celsius) is recommended.
Date
07/29/2011
Project
14
2'-0"
13 A-210
6.
No.
1
11
13
12 A-210
4'-0"
All electrical equipment in the treatment facility must be properly grounded and in optimum
working condition.
A2
115
5'-0"
5.
Issues / Revisions
A04
2
108
H
Class "B" Chamber
11
8'-7 1/8"
12
Aec
DW
b l
al
3 5/8" Mtl Studs and GYP. Board over new Oxygen lines for Hyperbaric Chambers.
Oxygen Piping by others, coordinate exact location with manufacturer and installer
P.Lam Counter at 30" AFF. Provide 1 Grommit. Finish to match existing Millwork
Location of new Oxygen Alarm Panel. Coordinate location with Engineering Drawings
Lockers provided and installed by the center for wound healing
Location of new Zone Valve Box
Provide and install adjustable standards and brackets to receive five (5) plastic laminate
building standard shelves. Solid Fire-Retardant wood blocking shall be provided in the
Stud Cavity to support adjustable standard locations
Waste & Soil Receptacles to be provided by Hospital
P.Lam counter at 30" AFF. Finish to be PL1. See Finish Shedule on A-2
New Mirror: Bobrick- 24"x60" Mirror w/ Stainless Steel Angle Frame: B-290 2460
Robe Hook: Bobrick B-2116
Provide blocking for Wall Mounted TV
Relocated Nurse Call
Existing Nurse Call
New Nurse Call
New ADA Bench. See Elevations
New Sink
New Millwork. See Elevations
New Recessed FEC
New Emergency Nurse Call Pull Station
Memorial Hermann Healthcare System
Drawing Name
Aec
DW
b l
al
Aec
DW
b l
al
Floor Plan
J
Vestibule
C:\Users\dgriffin\Documents\MHNW Hyperbaric - 211-080P (Central new)_dgriffin.rvt
Fire extinguishers must be installed.
Equip.
Alcove
Corridor
17
4.
3'-6"
2
V
O2
The hyperbaric chamber must not be installed close to any heat source.
114
Aec
DW
b l
al
104
3.
Align
Corridor
A00
1
Treatment
Stringent fire precautions must be taken.
Staff Toilet
14
D2
A2
13 A-210
13
6
2.
A20
4
5 A-210
9
O2 V
3'-0"
14
1'-6"
4 A-210
5'-0"
Soiled Holding
3'-11 1/4"
19
10
7
F1S
Align
103
10
F1S
F1S F1S
The room should be posted as a "no smoking area".
Align
19
SIM.
5'-6 1/8"
SIM.
8 A-210
9 A-210
1'-0"
7'-0" 9 A-210
15
A40
3
13 A-210
4'-0"
15
2'-0"
1'-6"
8 A-210
O2 V
3'-0"
5'-0"
2'-0"
5'-1 1/8"
1.
Legend - Floor/Demo Plan
Existing to be removed
Existing to remain
New Partitions
Not in scope of work
7
8
9
10
Copyright (C) 2011 by PhiloWilke Partnership. All rights reserved.
This document and the information herein is the property of PhiloWilke Partnership. No part hereof
shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as
expressly authorized by PhiloWilke Partnership. Any Person, firm, or corporation receiving this
document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing
restrictions and that this document will be held in trust and confidence subject only to the private use
expressly authorized by PhiloWilke Partnership.
Plan
North
Print Date / Time:
P&W Commission Number
211-080P
Floor Plan - New
1/4" = 1'-0"
1
7/29/2011 12:57:13 PM
Sheet Number
A-110
6.9
General Notes - Finish Plan
Conference Room
1.
Male Locker
11275 S. Sam Houston Parkway W.
Suite 200
Houston, Texas 77031
(832) 554-1130
www.pwarch.com
See 3 A-600 for Finish Material Schedule.
Office
R E D ARC
T E A R L E S
12 5 6 4
E O
F
X
T E
S
E V E N
S T
REG I S
HU L T Z
EC T
SC
ST
AT
IT
Clean Utility
Office Records
H
H
Tlt.
A
6.6
C
5.5
07/29/11
Hskp.
Soiled Holding
Consultants
MEP Engineer:
F
Z&F Consulting
Control
Desk/Reception
57 West Avenue
Wayne, PA 19087
610-995-2988
A00
1
102
Administration
101
F2
Staff Work Room
3 A -2
10
Elect.
Legend - Signage
Patient Waiting
Lobby
Treatment
S1
Treatment Room
S2
Hyperbaric Room
S3
No Smoking
S4
Changing Rooms
S5
Soiled Holding
S6
Clean Utility/Storage
S7
Toilet Room
Issues / Revisions
No.
1
Date
07/29/2011
Description
Issued for Permit and Bid
New Floor to
match existing
All Signs to be provided by Hospital
S2
S3
Existing
Floor
I
3
Corridor
New
Floor
108
F4
S6
Existing
Floor
Equip.
Alcove
I
2
S4
I
S5
2
Existing
Floor
F3
I
110
114
S7
S7
New
Floor
Changing Room
2
Staff Toilet
113
F3
112
Existing
Floor
S1
New
Floor
G
F2
Patient Toilet
Clean Storage
I
103
Waiting
New
Floor
Treatment
F3
Existing
Floor
Existing
Floor
111
New
Floor
I
Soiled Holding
New
Floor
PT2
ASF1
I
Existing
Floor
S1
Project
Memorial Hermann
Hospital - Northwest
Hyperbaric Suite
Renovation
Aec
DW
b l
al
Corridor
104
115
F2
F2
2'-0"
Treatment
Consult. Office
105
F2
Kitchen
S1
6"
H
Treatment
PT2
Hyperbaric Room
109
F2
S1
1
106
S1
2'-0"
2'-0"
Finish Plan Keyed Notes
F2
1
2'-0"
13 A-210
107
3'-0"
Treatment
2'-0"
Treatment
2'-0"
ASF1
F1
1
2
3
ASF2
Patch Floor Finish as required to match existing
Repair and Replace Wall Guard as needed to align with existing
Acrovyn Wall Protection
Memorial Hermann Healthcare System
3
ASF1
Aec
DW
b l
al
Drawing Name
Aec
DW
b l
al
J
Vestibule
C:\Users\dgriffin\Documents\MHNW Hyperbaric - 211-080P (Central new)_dgriffin.rvt
Finish Plan
Aec
DW
b l
al
Legend - Finish Plan
Crash Rail. See 23 A-540.
Corner guard. See 24 A-540.
Not in scope of work
Wall Protection
7
8
9
Copyright (C) 2011 by PhiloWilke Partnership. All rights reserved.
10
This document and the information herein is the property of PhiloWilke Partnership. No part hereof
shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as
expressly authorized by PhiloWilke Partnership. Any Person, firm, or corporation receiving this
document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing
restrictions and that this document will be held in trust and confidence subject only to the private use
expressly authorized by PhiloWilke Partnership.
Plan
North
Print Date / Time:
P&W Commission Number
211-080P
Finsh Plan
1/4" = 1'-0"
1
7/29/2011 12:57:14 PM
Sheet Number
A-140
6.9
E
General Notes - Reflected Ceiling Plan
NFPA-99(2005 edition)-20-2.9.2 exhaust from all classes of chambers shall be piped
outside of the building, 20.2.9.2.1 the point of exhaust shall not create a hazard. 20.2.9.2.2
the point of exhaust shall not not allow reentry of gases into the building, 20.2.9.2.3 the point
of exhaust shall be protected by the provision of a minimum of 0.3 cm mesh screen and
situated to prevent the intrusion of rain, snow or airborne debris.
6.
NFPA-99 (2005 edition)-20-2.1.3 the room or rooms housing class B and C chambers shall be
afforded sprinkler protection in accordance with 20-2.1.2.
7.
No direct Flourescent Lighting over Patient's Head area.
8.
All new Ceiling heights to match existing. VIF any interference with window headers,
sprinkler pipes, HVAC ductwork, etc.
9.
All Strobe Light Alarms shall be installed per CABO/ANSI and/or ADA requirements for
installation heights and spacing.
R E D ARC
T E A R L E S
H
AT
12 5 6 4
E O
F
X
T E
S
5.
A
Notify architect immediately of any discrepancies between field conditions and
construction documents.
C
4.
HU L T Z
Center all down-lights, sprinkler heads, and wall washers in center of ceiling tile, unless noted
otherwise.
EC T
3.
11275 S. Sam Houston Parkway W.
Suite 200
Houston, Texas 77031
(832) 554-1130
www.pwarch.com
SC
See Interior Elevations for furr down heights and dimensions.
IT
2.
H
All new ceilings to be 2' x 2' lay-in acoustical ceiling tile at 9'-0" a.f.f., unless noted
otherwise. See Finish Schedule for types.
ST
F
1.
E V E N
S T
6.6
REG I S
5.5
07/29/11
Consultants
MEP Engineer:
Z&F Consulting
10. G.C. to supply and install all necessary Smoke Detectors, FIre Safety devices in accordance to
the local building codes.
57 West Avenue
Wayne, PA 19087
610-995-2988
11. For Fire Safety refer to attached Engineering dwgs (Smoke Detector, Exit Signs, etc)
1
2
4
Issues / Revisions
No.
1
Date
07/29/2011
Description
Issued for Permit and Bid
3
1
R
G
R
R
R
Aec
DW
b l
al
5
5
1
R
SD
1
3
6
S
SD
S
25
SD
A-540
Aec
DW
b l
al
Aec
DW
b l
al
Project
1
Memorial Hermann
Hospital - Northwest
Hyperbaric Suite
Renovation
Demolition Reflected Ceiling Plan Keyed Notes:
1
2
3
1
5
H
4
5
6
5
2
No new Ceiling work in these areas
Patch existing Ceiling to extend where required to maintain existing
Patch and extend existing Ceiling Grid to span demolished Ceiling area, adjust existing Light Fixtures
and Devices as required
Patch and extend existing GYP Ceiling to span demolished Ceiling area
Provide and install Cubicle Curtain and Curtain Track
New Nurse Call Dome
3
21
2
Legend - Reflected Ceiling Plan
A-540
2'x4' Fluorescent Fixture
5
2'x2' Fluorescent Fixture
1
2'x2' Lay-in Acoustical Ceiling Tile in Suspended Grid
Memorial Hermann Healthcare System
1
Aec
DW
b l
al
Drawing Name
Aec
DW
b l
al
J
2'x2' Supply Diffuser
Reflected Ceiling Plan
C:\Users\dgriffin\Documents\MHNW Hyperbaric - 211-080P (Central new)_dgriffin.rvt
2'x2' Return Diffuser
Existing Ceiling, Grid, Tile and
Fixtures to Remain
Not in scope of work
R = Relocated
Exit Light/Sign
Copyright (C) 2011 by PhiloWilke Partnership. All rights reserved.
This document and the information herein is the property of PhiloWilke Partnership. No part hereof
shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as
expressly authorized by PhiloWilke Partnership. Any Person, firm, or corporation receiving this
document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing
restrictions and that this document will be held in trust and confidence subject only to the private use
expressly authorized by PhiloWilke Partnership.
Sprinkler Head
Nurse Call Dome Light
Plan
North
7
8
9
Print Date / Time:
10
P&W Commission Number
211-080P
Reflected Ceiling Plan - New
1/4" = 1'-0"
1
7/29/2011 12:57:14 PM
Sheet Number
A-160
EQ.
EQ.
17
Scheduled Ceiling
A-540
Scheduled Ceiling
11275 S. Sam Houston Parkway W.
Suite 200
Houston, Texas 77031
(832) 554-1130
www.pwarch.com
E
9'-0"
Scheduled Mirror
S
X
T E
A
REG I S
E V E N
S T
1'-6"
HU L T Z
12 5 6 4
E O
F
20
EC T
ST
AT
A-540
SC
Scheduled Base
16
IT
Scheduled Base
H
H
6'-0"
6'-7"
R E D ARC
T E A R L E S
C
Wall Mounted TV
07/29/11
A-540
Hyperbaric Room West Wall
3/8" = 1'-0"
10
Changing Room ADA Mirror
3/8" = 1'-0"
5
9
Consultants
A-560
MEP Engineer:
1'-3"
2 Equal Doors
Z&F Consulting
Scheduled Ceiling
17
Scheduled Ceiling
Scheduled Ceiling
A-540
P.Lam Panel
57 West Avenue
Wayne, PA 19087
610-995-2988
3'-0"
Provide Cabinet Locks
Under Cabinet Task Lighting
9'-0"
Nurse Call Panel
D E
Scheduled P.Lam Counter Top
3'-8"
Scheduled Mirror
6'-7"
Scheduled Bench
Scheduled Base
16
Scheduled Base
A-540
3'-6"
A-560
A-560
A-560
Scheduled Base
13
12
12
1'-6"
2'-6"
Med Gas Alarm Panel
4'-7 1/4"
20
4'-0"
10'-0 1/8"
A-540
Hyperbaric Room Workstation
3/8" = 1'-0"
14
Changing Room East Wall
3/8" = 1'-0"
9
Changing Room Elevation
3/8" = 1'-0"
4
Issues / Revisions
No.
1
Description
Issued for Permit and Bid
Lockers
Scheduled Ceiling
Scheduled Ceiling
Scheduled Curtain
Oxygen/Vacuum
Scheduled Robe Hook
4'-0"
Scheduled Base
3/8" = 1'-0"
13
New Base to match
existing
Bench
E
4'-7 1/8"
P.Lam Transaction Top
2'-6"
2'-6"
5'-0"
Emergency Nurse Call
Pull Station
Treatment Room Med Gas
Date
07/29/2011
1'-6"
Changing Room West Wall
3/8" = 1'-0"
8
Administration Counter
3/8" = 1'-0"
3
Project
Memorial Hermann
Hospital - Northwest
Hyperbaric Suite
Renovation
6
A-210
Scheduled Ceiling
Scheduled Ceiling
3'-6"
Paint to match Existing
Scheduled P.Lam Counter Top
P.Lam Transaction top to
match existing
New 3-5/8" Metal Stud. Brace
to Structure 16" O.C. Min. 3
Braces at Glazing
D
New 3-5/8" Metal Stud 16" O.C.
Scheduled Base
One layer of 5/8" Type "X"
Gyp. Bd. each side
6'-6" AFF
One Layer of 5/8" Gyp Board
12
1" Metal Channel
E
A-560
1/2" Metal Channel
P.Lam Panel
P.Lam
Hyperbaric Chamber
Vertical P.Lam to match existing
Provide (3) Grommets
minimum. Coordinate location
with owner
2'-6"
6'-0"
6'-0"
GFCI
E
Under Cabinet Task Lighting
Paper Towel Dispenser
Soap
E
.040 Rigid Vinyl Wall Protection
Solid Surface Countertop w/4"
backsplash
Paint
Sheduled Base
3'-0"
3'-0"
Oxygen Supply
Provide Cabinet Locks
2'-1"
P.Lam to match existing
GFCI
E
Scheduled Partition
Oxygen Supply
1'-0"
Drawing Name
Interior Elevations and
Sections
Scheduled Ceiling
Wall Base both sides to match
existing
Removable
P.Lam Panel
2'-6"
8
A-560
Provide Cabinet Locks
Scheduled Base
5'-0"
A-540
This document and the information herein is the property of PhiloWilke Partnership. No part hereof
shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as
expressly authorized by PhiloWilke Partnership. Any Person, firm, or corporation receiving this
document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing
restrictions and that this document will be held in trust and confidence subject only to the private use
expressly authorized by PhiloWilke Partnership.
Vertical P.Lam to match existing
2'-6"
20
Copyright (C) 2011 by PhiloWilke Partnership. All rights reserved.
Coordinate exact location of
sink with existing rough
Plumbing in the wall
3'-8"
E
2
10"
Scheduled Ceiling
9'-0"
C:\Users\dgriffin\Documents\MHNW Hyperbaric - 211-080P (Central new)_dgriffin.rvt
4"
3/8" = 1'-0"
9
Sliders, Safety Glass
36" AFF
Wall Mounted TV
Reception Elevation
2'-6"
3/8" = 1'-0"
2'-10"
Treatment Room Work Station
Hyperbaric Chamber
Memorial Hermann Healthcare System
(2) 3-5/8" built up header
4'-0"
Wall Mounted TV
3'-0"
2'-6"
E
New Base to match existing
Print Date / Time:
14
P&W Commission Number
A-560
211-080P
Hyperbaric Room East Wall
3/8" = 1'-0"
11
Transaction Section
1" = 1'-0"
6
Treatment Room Millwork Elevation
3/8" = 1'-0"
1
7/29/2011 12:57:16 PM
Sheet Number
A-210
1 1/2" sound attenuation blankets
at sound-rated partitions. See
Partition Schedule for General Notes.
Scheduled ceiling
Sched. ceiling
25 ga., 7/8" galv. furring channels at
2'-0" o.c. vertical
N.T.S.
See Partition Schedule
1 layer 5/8" type X gypsum board at
1-hour partitions and 2 layers 5/8"
type X gypsum board at 2-hour
partitions. See Partition Schedule for
General Notes.
S ee Par t i t i on S c hedul e
N.T.S.
Concrete masonry units, see schedule for
size. At fire-rated partitions, provide
units of type required for fire-rating.
Truss-type reinforcing at 16" o.c.
vertical
See Partition
Schedule
4" m i n.
See Partition
Schedule
N.T.S.
Fill voids, see schedule for General Notes
Fill voids, see schedule for General Notes
Structural deck
Structural deck
19
Acoustical sealant
Floor or structure
See Partition
Schedule
Attachment to deck at 2'-0" o.c.
Attachment to deck at 2'-0" o.c.
Deflection track with 2" legs or attach
studs to track with 1/2" slip-joints
Deflection track with 2" legs or attach
studs to track with 1/2" slip-joints
1 1/2" sound attenuation blankets
at sound-rated partitions. See
Partition Schedule for General Notes.
1 1/2" sound attenuation blankets
at sound-rated partitions. See
Partition Schedule for General Notes.
28
N.T.S.
Sealant,
see General
Notes
14
Gypsum Board Partitions at Fluted Metal Deck
5/8" gypsum board (Type X where
partition is fire-rated). See Partition
Schedule for General Notes.
See Partition
Schedule
See Partition
Schedule
18
Design
Diagram
1 1/2" sound attenuation blankets
at sound-rated partitions. See
Partition Schedule for General Notes.
See Partition Schedule
5/8" gypsum board according
to Partition Schedule. See Partition
Schedule for General Notes.
Furring at Ceiling/Structural Deck
N.T.S.
27
Partition Detail
N.T.S.
S ee Par t i t i on S c hedul e
Metal stud or runner brace at 1/3 points
48" o.c. max.). Fasten with two No. 8 x
5/8" screws at each end.
Existing construction, see Plan
Partition Detail
N.T.S.
Plan Detail D
Typical Condition Between New and Existing Partitions
4
N.T.S.
No.
1
X-HOUR
FIRE AND SMOKE BARRIER
PROTECT ALL OPENINGS
Date
07/29/2011
Description
Issued for Permit and Bid
3
N.T.S.
A
B
C
D
E
F
G
H
Partition
to Structure
(2-Hour)
Shaft Wall
(1-Hour)
Shaft Wall
(2-Hour)
J
K
L
M
N
P
Q
R
S
T
V
W
X
Floor
13
A2
B2
C2
D2
F1S
P2
Partition
to Structure
Partition
Partition
to Underside of Braced Above (see Schedule for
Finished Ceiling Finished Ceiling
fire ratings)
Description
Partition to underside of ceiling
Partition to 4" above ceiling
Partition to structure (non-rated)
Partition to structure (1-Hour rated)
Shaft wall (1-Hour rated)
One-sided partition to 4" above ceiling
Stud/
Block
Thickness Size
4 7/8"
4 7/8"
4 7/8"
4 7/8"
3 1/8"
4 1/4"
3 5/8"
3 5/8"
3 5/8"
3 5/8"
2 1/2"
3 5/8"
Chase Wall
Chase Wall Gyp. Bd. One Side
to Structure
to Structure One Only, Braced
Side Only
Above Fin. Ceiling
(see Schedule for fire ratings and width)
Partition Type Schedule
Fire Rating
Stud
Thickness Stud Limiting
Design
Section
(mil)
Spacing Height Rating No. STC at Floor
18
18
18
30
33
18
2' - 0"
2' - 0"
2' - 0"
1' - 4"
2' - 0"
2' - 0"
13' - 5"
13' - 5"
13' - 5"
15' - 8"
12' - 6"
0"
40
40
40
1-Hour UL U465
40
1-Hour UL U415A 40-44
N/A
11 A-520
11 A-520
11 A-520
11 A-520
24 A-520
11 A-520
Typical
Furring
Non-Load
CMU with
CMU with
Bearing CMU Furring One Side Furring Both Sides
(see Schedule for(see Schedule for(see Schedule for
fire rating)
fire rating)
fire rating)
Details
Ceiling/ Design
Plan Structure Test
12 A-520
12 A-520
12 A-520
12 A-520
20 A-520
12 A-520
14 A-520
15 A-520
13 A-520
13 A-520
25 A-520
15 A-520
1 G-102
11 G-102
-
Project
Memorial Hermann
Hospital - Northwest
Hyperbaric Suite
Renovation
Notes
Galv. metal studs, see schedule for
size, guage, and spacing
1 1/2" sound attenuation blankets
at sound-rated partitions. See
Partition Schedule for General Notes.
1 1/2" sound attenuation blankets
at sound-rated partitions. See
Partition Schedule for General Notes.
22
Existing partition
Ceiling
5/8" gypsum board on one or
both sides of studs according to
Partition Schedule (Type X where
partition is fire-rated). See Partition
Schedule for General Notes.
Galv. metal studs, see schedule for
size, guage, and spacing
( 1' - 1" t y pi c al U . N . O . )
S ee F l oor Pl an
7/8" galv. furring channels at
2'-0" o.c. vertical
Align
Structure
1 1/2" sound attenuation blankets
at sound-rated partitions. See
Partition Schedule for General Notes.
Partition at Ceiling/Structural Deck
5/8" gypsum board (Type X where
partition is fire-rated). See Partition
Schedule for General Notes.
S ee Par t i t i on S c hedul e
6" m i n.
Scheduled ceiling
Align
Typical Partition Details
Paint the following identification above the ceiling, at four-foot intervals, on both sides of
all fire-rated walls, demising walls, area separation walls, and smoke compartment walls.
Typeface shall be in 2" high letters in bright orange or red paint. Substitute the the hourrating of the partition for the letter "X" shown below. Omit the words "AND SMOKE" for
partitions that are fire barriers only. Stenciling is acceptable:
Type
Mark
Galv. metal studs, see schedule for
size, guage, and spacing
Shim as required,
remove existing corner
beads, tape and float
flush
Labeling for Smoke and Fire Walls
Structure
2 layers 5/8" type X gypsum board.
See Partition Schedule for General Notes.
New partition
Plan Detail C
Typical Condition at Acoustical Partitions
9
N.T.S.
57 West Avenue
Wayne, PA 19087
610-995-2988
PARTITION TYPE LEGEND (Not all types occur in Project)
5/8" gypsum board (Type X where
partition is fire-rated). See Partition
Schedule for General Notes.
N.T.S.
Wall parallel to deck flutes
Z&F Consulting
Typical Condition Between New and Existing Partitions
Duct, piping,
conduit, or other
wall penetration
UL approved fire sealant system,
See specifications
Gypsum board partition,
see schedule
MEP Engineer:
Plan Detail B
Fire tape or
sealant at
penetration
Provide sheet metal support
strip or screw to deck at
12" o.c.. Match deck gauge
(26 ga. min. for 1 hr. wall)
Sched. ceiling
2 layers 5/8" type X gypsum board.
See Partition Schedule for General Notes.
Partition at Ceiling/Structural Deck
X
T E
Consultants
Remove existing corner
bead, tape and float
flush
Existing partition
Align
Plan Detail A
Typical Condition at Acoustical Partitions
Gypsum board partition,
see schedule
Cont. metal stud whaler attached to
each stud
Galv. metal studs, see schedule for
size, guage, and spacing
23
Where insulation is required,
extend tight against top
runner
External bracing above ceiling
at 4'-0" o.c. if wall exceeds
maximum limiting height per
SSMA Product Technical
Information. Secure to structure.
Fill voids, see
schedule for
General Notes
Galv. metal studs, see schedule for
size, guage, and spacing
12" = 1'-0"
New partition
Electrical, voice, or data outlets
Fill flutes w/ fire-safing
insulation
Attachment to deck
at 2'-0" o.c.
Deflection track with 2" legs or
attach studs to track with 1/2"
slip-joints
Galv. metal studs, see schedule for
size, guage, and spacing
Partition at Ceiling/Structural Deck
E O
F
5
N.T.S.
Outlets shall not be
placed back to back
or in same stud cavity
UL approved fire sealant system,
See specifications
Structural deck
Metal stud or runner brace at 1/3 points
48" o.c. max.). Fasten with two No. 8 x
5/8" screws at each end.
1 1/2" sound attenuation blankets
at sound-rated partitions. See
Partition Schedule for General Notes.
Metallic Boxes in Smoke and Fire-Rated Walls
Cut gyp. bd. to flute profile
and fit tight against deck
N.T.S.
12 5 6 4
Issues / Revisions
Sealant, see General Notes
Sched. ceiling
10
N.T.S.
Fill flutes with fire-safing
insulation. At non-rated
walls, fill flutes with sound
attenuation insulation
5/8" gypsum board on one or
both sides of studs according to
Partition Schedule (Type X where
partition is fire-rated). See Partition
Schedule for General Notes.
1 1/2" sound attenuation blankets
at sound-rated partitions. See
Partition Schedule for General Notes.
Partition at Ceiling
1/ 2" m i n.
Partition at Ceiling/Structural Deck
AT
Galv. metal studs, see schedule for
size, guage, and spacing
Sched. ceiling
25 ga., 7/8" galv. furring channels at
2'-0" o.c. vertical
Partition at Floor
24
Sealant, see General Notes
5/8" gypsum board on one or both
sides of concrete masonry units according
to Partition Schedule. See Partition
Schedule for General Notes.
Wall Priority Legend
Cont. stud track fastened to
main or cross tees with sheet
met. screws staggered @ 24" o.c.
5/8" gypsum board. See Partition
Schedule for General Notes.
1/ 2" m i n.
1/ 2" m i n.
See Partition Schedule
15
Cont. metal "L" bead, typical
Metal stud or runner brace at 1/3 points
48" o.c. max.). Fasten with two No. 8 x
5/8" screws at each end.
Acoustical sealant. Where partition is
fire-rated, seal partition as required
for fire rating.
N.T.S.
Priority 5 (Lowest)
Wall perpendicular to deck flutes
Sched. ceiling
Floor or structure
Partition at Floor
Non-rated wall:
For all one hour rated partitions, two hour rated partitions and smoke
partitions, the surface area of individual metallic outlet or switch boxes
shall not exceed 100 square inches per 100 square feet. Boxes located
on opposite sides of rated fire or smoke partitions shall be separated
by a horizontal distance of 24 inches minimum.
H
07/29/11
1 1/2" sound attenuation blankets
at sound-rated partitions. See
Partition Schedule for General Notes.
Continuous, galv. metal runner
29
Priority 4
Deflection track with 2" legs or attach
studs to track with 1/2" slip-joints
Attachment to floor or structure at
2'-0" o.c. and ends
N.T.S.
1-hour fire wall:
Sched. ceiling
Galv. metal studs, see schedule for
size, guage, and spacing
Partition Detail
Note:
Cont. 1-1/4" acoustical attenuation
tape at acoustical tile ceiling
Sealant, see General Notes
Attachment to deck at 2'-0" o.c.
Galv. metal C-H studs, see schedule
for size, gauge, and spacing
5/8" gypsum board on one or both
sides of concrete masonry units according
to Partition Schedule. See Partition
Schedule for General Notes.
Priority 3
Continuous 3" sound attenuation
blankets 2'-0" each side of partition
where partition sound attenuation
occurs below suspended ceiling
Structural deck
1/ 2" m i n.
1 1/2" sound attenuation blankets at
sound-rated partitions. See Partition
Schedule for General Notes.
25 ga., 7/8" galv. furring channels at
2'-0" o.c. vertical
Partition at Ceiling
Fill voids, see schedule for General Notes
1" thick, type X gypsum board panels
Truss-type reinforcing at 16" o.c.
vertical
20
1-hour fire and smoke barrier wall:
R E D ARC
T E A R L E S
HU L T Z
Partition Detail
Priority 2
EC T
25
2-hour fire wall:
SC
N.T.S.
Priority 1 (Highest)
IT
Partition at Ceiling/Structural Deck
Concrete masonry units, see schedule for
size. At fire-rated partitions, provide
units of type required for fire-rating.
See Partition
Schedule
2 layers 5/8" type X gypsum board.
See Partition Schedule for General Notes.
2-hour fire and smoke barrier wall:
H
2 layers 5/8" type X gypsum board.
See Partition Schedule for General Notes.
5/8" gypsum board on one or
both sides of studs according to
Partition Schedule (Type X where
partition is fire-rated). See Partition
Schedule for General Notes.
1 1/2" sound attenuation blankets
at sound-rated partitions. See
Partition Schedule for General Notes.
Two layers 5/8" Type "X" gypsum board
for 2 hr. rated fire or 2 hr. fire and smoke
wall (only one layer each side at one hour
rated fire or one hour smoke wall).
ST
30
N.T.S.
See Partition Schedule
Galv. metal studs, see schedule for
size, guage, and spacing
Galv. metal C-H studs, see schedule for
size, guage, and spacing
Max. 16 sq. in. opening in
rated or smoke wall
Wall Priority Legend
Sched. ceiling
Galv. metal C-H studs, see schedule for
size, guage, and spacing
5/8" gypsum board on one or both
sides of concrete masonry units according
to Partition Schedule. See Partition
Schedule for General Notes.
11275 S. Sam Houston Parkway W.
Suite 200
Houston, Texas 77031
(832) 554-1130
www.pwarch.com
Telephone, elect. boxes etc.
1" thick, type X gypsum board panels
Concrete masonry units, see schedule for
size. At fire-rated partitions, provide
units of type required for fire-rating.
Brace top track to structure at
4'-0" o.c.
4" m i n.
1 1/2" sound attenuation blankets
at sound-rated partitions. See
Partition Schedule for General Notes.
Seal boxes tight with
joint compound
Higher priority partition
S
Attachment to deck at 2'-0" o.c.
2'-0" minimum
A
1" thick, type X gypsum board panels
Deflection track with 2" legs or attach
studs to track with 1/2" slip-joints
Truss-type reinforcing at 16" o.c.
vertical
Partition at Ceiling/Structural Deck
Sealant, see General Notes
S ee Par t i t i on S c hedul e
1"
2 1/2" x 2 1/2" x 1/4" x 1'-0" long
galv. steel angles and 4'-0" staggered.
Secure to structural deck only, do not
fasten to C.M.U.
Lower priority partition
E V E N
S T
1/ 2" m i n.
Structural deck
C
Fill voids, see schedule for General Notes
Compressible filler
See Partition Schedule
Continuous 3" sound attenuation
blankets 2'-0" each side of partition
where partition sound attenuation
occurs below suspended ceiling
REG I S
Fill voids, see schedule for General Notes
Memorial Hermann Healthcare System
17
Partition Detail
N.T.S.
12
Drawing Name
C:\Users\dgriffin\Documents\MHNW Hyperbaric - 211-080P (Central new)_dgriffin.rvt
See Partition Schedule
See Partition Schedule
5/8" gypsum board according
to Partition Schedule. See Partition
Schedule for General Notes.
1 1/2" sound attenuation blankets
at sound-rated partitions. See
Partition Schedule for General Notes.
1 1/2" sound attenuation blankets
at sound-rated partitions. See
Partition Schedule for General Notes.
See Floor Plan
(1'-1" typical U.N.O.)
2 layers of 5/8" type X gypsum board.
See Partition Schedule for General Notes.
Existing construction, see Plan
Galv. metal studs, see schedule for
size, guage, and spacing
Attachment to floor or structure
at 2'-0" o.c. and ends
Furring at Floor
N.T.S.
26
Partition at Floor
21
Partition at Floor
3.
4.
Acoustical sealant. Where partition is
fire-rated, seal partition as required
for fire rating.
5.
Floor or structure
Floor or structure
N.T.S.
5/8" gypsum board on one or
both sides of studs according to
Partition Schedule (Type X where
partition is fire-rated). See Partition
Schedule for General Notes.
1.
2.
Continuous, galv. metal runner
Acoustical sealant. Where partition is
fire-rated, seal partition as required
for fire rating.
Floor or structure
Floor or structure
General Notes
Attachment to floor or structure
at 2'-0" o.c. and ends
Continuous, galv. metal runners
Acoustical sealant. Seal partition
as required for fire rating.
1 1/2" sound attenuation blankets
at sound-rated partitions. See
Partition Schedule for General Notes.
Galv. metal studs, see schedule for
size, guage, and spacing
Attachment to floor or structure
at 2'-0" o.c. and ends
Continuous, galv. metal runner
Acoustical sealant
Metal stud or runner brace at 1/3 points
48" o.c. max.). Fasten with two No. 8 x
5/8" screws at each end.
5/8" gypsum board (Type X where
partition is fire-rated). See Partition
Schedule for General Notes.
Galv. metal studs, see schedule for
size, guage, and spacing
7/8" galv. furring channels at
2'-0" o.c. vertical
See Partition Schedule
N.T.S.
16
Partition at Floor
N.T.S.
11
All interior partitions are Type B2 unless noted otherwise.
Allowable deflection for all partitions shall be L/240 with a horizontal load of 5 psf. except as noted in
individual partition types. The Contractor shall decrease the stud spacing or increase the stud thickness
noted to insure partitions forming the substrate for brittle finishes such as ceramic tile meet an
allowable deflection criteria of L/360 with a horizontal load of 5 psf.
Where partitions are noted to be fire-rated:
a. Provide 5/8" Type X fire-resistive gypsum board.
b. Where partitions meet fluted metal deck or similarly irregular surfaces, seal the partition with safing
insulation and sealant as shown in detail 9 A-520 and in accordance with the reference design.
Sound-Rated Partitions:
a. Sound-rated partitions and partitions with thermal insulation are indicated with a the suffix "S"
(Example: A1S). Refer to the floor plans for locations.
b. Provide 1-1/2" thick, glass-fiber sound attenuation blankets unless noted otherwise.
c. Fill all deck voids or similarly irregular surfaces, with insulation and sealant as shown in detail
9 A-520.
d. Seal partition perimeter and all penetrations with acoustical sealant or tape and insulation to fill
voids.
e. Arrange back-boxes for electrical, data, telephone, and other outlets as shown in detail 4 A-520.
f. Where sound-rated partitions are also fire-rated, seal partition and fill voids as required for fire
rating.
Nails shall comply with ASTM F 547 or ASTM C514. Screws shall meet the requirements of ASTM C 1002
or ASTM C 954.
6.
7.
8.
9.
10.
11.
12.
13.
Unless otherwise required by reference designs for fire-rated partitions, fasteners shall be spaced 8" o.c.
along at vertical joints and 12" o.c. at floor and ceiling runners and intermediate studs. Space all
fasteners in panels that are substrates for brittle finishes, such as ceramic tile or stone, a maximum of 8"
o.c..
Joints in multi-layer gypsum board partitions shall be staggered 24" on each side and on opposite sides.
Metallic outlet boxes shall be permitted to be installed in walls or partitions classified as having a fireresistance of two-hours or less. The surface area of individual boxes shall not exceed 16 square inches.
The aggregate surface area of the boxes shall not exceed 100 square inches in any 100 square feet. Boxes
located on opposite sides of walls or partitions shall be separated by a minimum horizontal distance of 24
inches. See detail 5 A-520.
Fiberglass-mat faced, siliconized gypsum-core boards shall be installed over or as part of the fireresistance rated system in shower and tub areas to receive brittle finishes such as ceramic tile or plastic
finished wall panels. When fire or sound ratings are indicated, the gypsum board required for the rating
shall extend down to the floor behind fixtures.
Label all fire-rated and smoke compartment walls or partitions above finished ceiling as shown on detail
3 A-520.
Install penetration seals at all penetrations through fire-rated and smoke compartment walls or partitions
in accordance with Specifications Section 07 84 00. See details 16, 17, 19, 21, 23, 26, and 28 G-102 for
reference designs of penetration seal systems based upon the penetrating element.
Accurately align new and existing partitions in the same plane when shown on the Floor Plans. See detail
4 A-520.
Maintain the fire or sound rating of partitions at all intersections. Maintain the construction of the highest
rated partition where partitions of two different ratings meet. See the Wall Priority Legend - detail
10 A-520.
Partition Type Legend and Schedule
1
Partition Types and
Interior Construction
Details
Copyright (C) 2011 by PhiloWilke Partnership. All rights reserved.
This document and the information herein is the property of PhiloWilke Partnership. No part hereof
shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as
expressly authorized by PhiloWilke Partnership. Any Person, firm, or corporation receiving this
document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing
restrictions and that this document will be held in trust and confidence subject only to the private use
expressly authorized by PhiloWilke Partnership.
Print Date / Time:
P&W Commission Number
211-080P
7/29/2011 12:57:17 PM
Sheet Number
A-520
Scheduled door width
Scheduled wall protection
4" typical
Two 30 mil studs at jambs,
secure to structure
1 1/2"
Scheduled partition
Infill stud
Line of adjacent partition where
occurring
See 5 A-540 for head framing
See 5 A-540 for jamb framing
Cripple stud
Header tracks
3/8"
Continous stainless
steel "J" trim
20
Scheduled partition
3/8"
E V E N
S T
REG I S
1 1/2"
Head at Interior Aluminum Door Frame
15
3" = 1'-0"
HU L T Z
6" = 1'-0"
2"
AT
EC T
Seamless Base Detail
Varies
H
SC
25
Base track
Scheduled door
2"
R E D ARC
T E A R L E S
ST
3" = 1'-0"
Jamb
Aluminum door frame. See
Specifications for anchorage
requirements
Scheduled door
3/4" Radius extruded
plastic fillet.
Acoustical Ceiling Transition Detail
Track piece
IT
Corner bd., typ.
11275 S. Sam Houston Parkway W.
Suite 200
Houston, Texas 77031
(832) 554-1130
www.pwarch.com
H
Seamless flooring
with integral cove
base. See Specifications
5/8" gyp. board
S ee RCP
Aluminum door frame
Scheduled door height
3 5/8" Mtl. studs
at 2'-0" o.c., typ.
2"
Sealant
6"
3"
Scheduled Ceiling
Varies
1 1/2"
2"
4" +/ -
Scheduled ceiling where occurring
12 5 6 4
E O
F
X
T E
S
3/8"
A
Scheduled partition
C
3/8"
Scheduled partition
07/29/11
Jamb at Interior Aluminum Door Frame
3" = 1'-0"
10
Typical Framing at Opening
N.T.S.
5
Consultants
MEP Engineer:
Z&F Consulting
2"
57 West Avenue
Wayne, PA 19087
610-995-2988
Aluminum door frame beyond
Vinyl Composition Tile
Aluminum retainer
Scheduled door height
1" wide resilient transition
strip where dissimilar
flooring materials meet.
See Finish Schedule.
Seamless flooring
2"
Vinyl cover
Fasteners
Scheduled door
Scheduled Width
Change in floor materials and colors to
occur under door - install transition
strips at all floor material changes
A) Transition Strip at VCT/Seamless flooring
Finish floor
1/2" max.
Scheduled partition
2"
Note: For locations, see finish plan & typical details where corner guards are indicated.
Corner Guard Detail
6" = 1'-0"
24
Floor Transition Details
6" = 1'-0"
19
Varies
1
2"
Sill at Interior Aluminum Door Frame
Scheduled door width
1"
5/8"
Scheduled Height
1/4" radius
Door Panel Elevations
14
3" = 1'-0"
Issues / Revisions
No.
1
2"
See 5 A-540 for jamb framing
6 1/4"
Conventional steel
stud, horizontal
Varies
New FLooring
Scheduled partition
2"
Door
Existing threshold
2"
3" Round head toggle bolt
1/2"
Existing flooring
Rigid sheet goods (.040 thick).
Direct glue, tight butt vertical
seams, typ.
ALIGN
5/8"
5/8" thick gypsum board
on metal studs
Note: See 6 A-521 for mounting
heights
Bumper Rail Detail
Sl ope 1: 48 ma x
.
23
Other - Door Threshold @ Anti-Static Flooring
6" = 1'-0"
Scheduled door
18
Jamb at Interior Steel Door Frame
1/2"
3" = 1'-0"
Scheduled partition
13
1/2"
Door Type Schedule
Door
Frame
Sill
Elev.
Mat'l Finish Mat'l Finish Detail Jamb Detail(s)
Width Height Thick. No.
Scheduled tile on 1/2"
backer bd. on metal
studs 16" o.c.
See 5 A-540 for head framing
Mirror, see Elevations and
Toilet Accessory Schedule
Scheduled ceiling where occurring
Continue tile behind
full height of mirror
Scheduled door height
6' - 2" m i n. t o t op
of r ef l ec t i v e s ur f ac e
S ee El ev at i on
1' - 2"
2"
Crashrail Detail
1 1/2" = 1'-0"
22
Top of Mirror Detail
3" = 1'-0"
17
Varies
SET #2 - Hyperbaric Rm - New
4 Hinges
TA2714 4 1/2 X 4 1/2
1 Classroom Lockset 93K-7R15DS3 PATD
1 Closer Pushside Mnt. 351 P10
1 Wall Stop
409
1 Perimeter Seal
S88 BL
626
626
626
626
626
EN
SET #6 - Patient Restroom/Changing Room - New
1 Dbl Acting Pivot Set
EP-5J
1 Comb. Stop and Strike CSS-9 5 3/4" Center Hunge
1 Privacy Set
93K-0L15DS3
1 Wall Stop
409
Scheduled door
Note: For locations, see finish plan & typical details
3' - 0"
3' - 0"
4' - 0"
3' - 0"
3' - 0"
9' - 0"
9' - 0"
8' - 0"
9' - 0"
9' - 0"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1
1
1
1
1
SC Wood
SC Wood
SC Wood
SC Wood
SC Wood
DPL1
DPL1
DPL1
DPL1
DPL1
Steel
Steel
Steel
Steel
Steel
FPT1
FPT1
FPT1
FPT1
FPT1
11 A-540
11 A-540
11 A-540
11 A-540
11 A-540
13 A-540
13 A-540
13 A-540
13 A-540
13 A-540
Fire
Head Rating
Detail (min.)
12 A-540
12 A-540
12 A-540
12 A-540
12 A-540
45
90
Date
07/29/2011
Description
Issued for Permit and Bid
Notes
Relocated
Closer
Hardware Sets
SET #5 - Clean - New
4 Hinges
TA2714 4 1/2 X 4 1/2
1 Classroom Lockset 93K-7R15DS3 PATD
1 Closer - Pull Side - DA 351 O DA
1 Wall Stop
409
1 Perimeter Seal
S88 BL
Painted steel door frame
Scheduled base
Interior flush door
Interior flush door (reversible swing)
Interior flush door
Interior fire-rated flush door - 45m
Interior fire-rated flush door - 90m
SET #4 - Soiled - Rated - New
4 Hinges
TA2714 4 1/2 X 4 1/2
1 Classroom Lockset 93K-7R15DS3 PATD
1 Closer Pull Side
351 O
1 Wall Stop
409
1 Perimeter Seal
S88 BL
2"
1' - 10"
2x Fire treated wood
blocking - continuous
A00
A00r
A04
A20
A40
Description
SET #3 - Waiting - New
3 Hinges
TA2714 4 1/2 X 4 1/2
1 Office Lockset
93K-7AB15DS3 PATD
1 Closer Pushside Mnt. 351 P10
1 Wall Stop
409
1 Perimeter Seal
S88 BL
20 gauge sheet metal backer
support plate, continuous
backing to bridge from stud
to stud, min. 12" wide.
Wall guards
Type
SET #1 - Hyperbaric Rm - New
4 Hinges
TA2714 4 1/2 X 4 1/2
1 Classroom Lockset 93K-7R15DS3 PATD
1 Closer Pullside Mnt.
351 O
1 Wall Stop
409
1 Perimeter Seal
S88 BL
Painted steel door frame. See
Specifications for anchorage
requirements
Cementitious leveling
compount as required
6" = 1'-0"
1/2"
Door frame with hospital stop
Continuous aluminum
retainer .080
4
4" typical
Line of adjacent partition where
occurring
.078" thick high impact
vinyl/acrylic extrusion
1/4" = 1'-0"
26D
Best
McKinney
EN
US32D
Sargent
Rockwood
Pemko
26D
McKinney
Best
EN
US32D
26D
Best
Sargent
Rockwood
Pemko
Sargent
Rockwood
Pemko
26D
McKinney
EN
US32D
Memorial Hermann
Hospital - Northwest
Hyperbaric Suite
Renovation
McKinney
EN
US32D
Best
Project
Sargent
Rockwood
Pemko
26D
McKinney
Best
Sargent
US32D Rockwood
Pemko
26D
26D
626
US32D
McKinney
McKinney
Best
Rockwood
Memorial Hermann Healthcare System
2"
Head at Interior Steel Door Frame
3" = 1'-0"
12
Drawing Name
2x Fire treated wood
blocking - continuous
Metal stud to structure
at 24" o.c.
Continue tile behind
full height of mirror
Scheduled tile on 1/2"
backer bd. on metal
studs 16" o.c.
Threaded bolt at 24" o.c.
2. All Hollow Metal Frames shall receive (2) Coats of Building Standard Alkyd Semi-Gloss Paint
over (1) Coat of Primer
Scheduled door
3. G.C. to coordinate Hinging Systems and protection with Hospital
Hospital stop at non-fire rated door
frames in patient care areas
4. All new Hardware to be Hospital Standard Best Hardware and cores to match existing
Copyright (C) 2011 by PhiloWilke Partnership. All rights reserved.
Finish floor
3' - 4" m ax . t o bot t om
of r ef l ec t i v e s ur f ac e
2x treated wood blocking
Scheduled ceiling
This document and the information herein is the property of PhiloWilke Partnership. No part hereof
shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as
expressly authorized by PhiloWilke Partnership. Any Person, firm, or corporation receiving this
document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing
restrictions and that this document will be held in trust and confidence subject only to the private use
expressly authorized by PhiloWilke Partnership.
1/2" max.
Change in floor material and colors to
occur under door - install transition
strips at all floor material changes
Print Date / Time:
Cubicle curtain track secure
to blocking
Cubicle Curtain Track Detail
1. All new and existing Doors must be equipped with ADA accessible Lever Handle Hardware Building Standard Style and Finish
Mirror, see Elevations and
Toilet Accessory Schedule
Scheduled door height
Metal stud brace at
every other stud
Door and Window Details/
Interior Construction
Details
Notes:
Painted steel door frame beyond
S ee El ev at i on
C:\Users\dgriffin\Documents\MHNW Hyperbaric - 211-080P (Central new)_dgriffin.rvt
20 gauge sheet metal backer
support plate, continuous
backing to bridge from stud
to stud, min. 12" wide.
2"
Varies
P&W Commission Number
2"
211-080P
3" = 1'-0"
21
Bottom of Mirror Detail
3" = 1'-0"
16
Sill at Interior Steel Door Frame
3" = 1'-0"
11
Door Type Schedule
1
7/29/2011 12:57:18 PM
Sheet Number
A-540
11275 S. Sam Houston Parkway W.
Suite 200
Houston, Texas 77031
(832) 554-1130
www.pwarch.com
1'-1"
3/4"
U.N.O.
R E D ARC
T E A R L E S
7" +/ -
1 1/ 2"
2"
5"
Under cabinet task light,
See Reflected Ceiling Plan
for locations
1 1/2"
1 1/ 2"
1 1/ 2"
5"
8"
C
S
A
E V E N
S T
Description
Issued for Permit and Bid
S ee El ev at i on ( 3' - 0" w her e not i ndi c at e)
4"
1 3/8" 4"
SS
9"
See 1 A-560 for typical
notes and hardware
Accessible Sink
Grommet, see Elevations
for locations
1/2" solid surface countertop
Solid Surface
Notes:
1. See Elevations for locations of backsplashes.
Provide side splashes wherever backsplashes are shown.
2. Backsplash material and construction shall be the same
as the countertop.
3. Not all types occur in project.
Scheduled base
See 1 A-560 for typical
notes and hardware
Backsplash (where occuring)
See Elevations
2' - 10"
2' - 3 1/ 2"
Ball catches Hafele 244.01.901
Apply scheduled finish
to wall behind panel
13
Date
07/29/2011
Continuous sealant,
typical
See Plan (2'-1" typical unless noted otherwise)
1' - 5"
Verify clearance
for disposal where
one is provided,
see Plumbing Dwgs.
Scheduled base
1 1/2" = 1'-0"
No.
1
5"
6 1/ 2"
m ax .
dept h
1' - 3"
Note: Backsplash does not
occur at similar condition see Elevations
Grommet, see Elevations
for locations
Plastic Laminate
Provide continuous
support blocking in wall
See Elevations for counter type
and 3 A-560 for legend
3/4" thick panels
and countertop with
HPDL, typical
S ee el ev at i on ( 2' - 10" w her e not i ndi c at ed)
2G A- 560
3/4" X 3/4" cleat, secure
to blocking in wall
Work Surface
PL
False drawer front
Provide continuous
support blocking in wall
Backsplash (where occuring)
See Elevations
Issues / Revisions
Accessible sink
(shallow, rear-drain
type)
See Elevations for counter type
and 3 A-560 for legend
1 1/2" thick brace panel
with HPDL where
unsuppprted span
exceeds 4'-0"
1/8"
Continuous sealant,
typical
Continuous sealant,
typical
4 1/2"
9
1 1/2" = 1'-0"
1 1/2"
Typical Upper Cabinet with Task Light
Continuous sealant,
typical
See elevation (2'-1" where not indicated)
See 1 A-560 for typical
notes and hardware
2'-1" typical
Grommet, see Elevations
for locations
57 West Avenue
Wayne, PA 19087
610-995-2988
4"
14
1 1/2" = 1'-0"
See Plan (2'-1" where not indicated)
REG I S
See Elevation
No visible joint in finish,
typ.
S ee El ev at i on ( 5' - 0" w her e not i ndi c at ed)
c ent er s
32m m
Adjustable shelves, see
elevations for quantity
(Provide 2 shelves where
not indicated)
Scribe to wall
4"
Base Cabinet without Drawer
Z&F Consulting
1/4" thick back panel
with LPDL
Scheduled base
3"
X
T E
MEP Engineer:
3/4" thick case, door
fronts, and shelves
with HPDL, typical
S ee el ev at i on ( 2' - 10" w her e not i ndi c at ed)
11 3/ 4"
3/4" thick shelves,
case, drawer fronts,
splash, and counter
with HPDL, typical
E O
F
Consultants
Secure cabinet to
blocking in wall
S ee el ev at i on ( 2' - 4 1/ 2" w her e not i ndi c at ed)
1/4" thick back panel
with LPDL
12 5 6 4
07/29/11
2"
See Elevations for counter type
and 3 A-560 for legend
1'-0"
HU L T Z
Grommet, see Elevations
for location
EC T
Continuous sealant,
typical
SC
2'-1" typical
ST
Fixed 3/4" thick panel
with HPDL
AT
IT
Scribe to ceiling
H
H
Scheduled ceiling
1 1/2" = 1'-0"
8
Project
3"
18"
5 1/2"
Scheduled base
7"
1"
See 1 A-560 for typical
notes and hardware
G
Note: Provide additional bracing for all benches.
Dressing Bench
1 1/2" = 1'-0"
C:\Users\dgriffin\Documents\MHNW Hyperbaric - 211-080P (Central new)_dgriffin.rvt
Laminate-Clad Cabinets and Countertops
1.
All cabinet materials and construction details shall conform to the requirements of the AWI Architectural Woodwork Quality Standards for Custom Grade.
2.
All joints shall be 1/8", typical.
3.
All vertical dimensions are to top of joint unless noted otherwise.
4.
See 2 A-560 for typical cabinet construction details.
Cabinet Hardware and Accessories
2.
3.
4.
5.
Cabinet hinges (standard application): Blum, Model 100 series, full overlay,
self closing, No. B91M255, nickel plated steel.
C
Drawers At
45 deg. Inside
Corner
3/4" x 3/4"
cleat secured
to blocking
in wall
Plan Section
of Work Surface
Brace
3/4"
H
Verify with
Manufacturer
3/4"
1 1/2"
D
Door/Drawer
at Appliance
No visible joint
in finish, typ.
Drawer At Wall
J
1/8" typ.
Drawer
K
Drawers At Stile
1 1/2" +/-
12
E
Finished End
at Appliance
No visible joint
in finish, typ.
Door At Wall
Door
1/8" typ.
Drawer/Door
At Stile
L
1/8" typ.
F
M
Doors At Stile
Typical Cabinet Construction Details
14
A-560
A
8
14
A-560
A-560
B
C
D
E
Drawer At
Finished End
F
AA
3" = 1'-0"
2
Drawing Name
13
A-560
G
BB
Memorial Hermann Healthcare System
Door At
Finished End
Millwork Details
H
I
9
A-560
Drawer and door pulls: Stanley, No. 4483 1/2, US32D, U.N.O.
Shelf supports (European style): Hafele, No. 282.11.710, 32 mm centers,
nickel plated.
Cam locks (High Security-National lock): Hafele, No.235.10.400, flush mount, brushed
chrome
Copyright (C) 2011 by PhiloWilke Partnership. All rights reserved.
This document and the information herein is the property of PhiloWilke Partnership. No part hereof
shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as
expressly authorized by PhiloWilke Partnership. Any Person, firm, or corporation receiving this
document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing
restrictions and that this document will be held in trust and confidence subject only to the private use
expressly authorized by PhiloWilke Partnership.
Drawer slides: Side mounted, full-extension, zinc-plated steel drawer slides
with steel ball bearings, complying with BHMA A156.9, Grade 1 and rated for
the following loads:
a.
b.
c.
6.
B
Drawers At
90 deg. Inside
Corner
1/2"
Scribe
to wall
4"
12 1/2"
1/2"
unless noted otherwise
1 1/2"
A
1/2" solid stock drawer
sides and back with
clear finish, typical
1/8"x1/2" steel bars
1/4" back panel with
LPDL, typical.
"
3 /4
Allow for
drawer pull
Solid surface top with
bullnose edge
3/4" thick case, drawer
fronts and counter
with HPDL, typ.
1.
Memorial Hermann
Hospital - Northwest
Hyperbaric Suite
Renovation
Scribe
to wall
2'-0 3/4"
Box drawer slides: 100 lbf. - Knape & Vogt series 8400.
Lateral file drawer slides: 200lbf. - Accuride AC 3640.
Pencil drawer slides (3/4 extension): 45 lbf. - Accuride series AC 2006.
See Elevations for size and
number of doors.
Grommets for cable passage through countertops: 2.2 inch (56 mm) OD
black, molded-plastic grommets with 1.85 inch (47 mm) hole and black
plastic cap with slot for wire passage. Hafele 429.93.313.
Print Date / Time:
Elements shown in half-tone
do not occur in project
J
K
L
M
N
O
P
NN
Millwork Legend and Typical Notes
P&W Commission Number
211-080P
OO
1
7/29/2011 12:57:19 PM
Sheet Number
A-560
11275 S. Sam Houston Parkway W.
Suite 200
Houston, Texas 77031
(832) 554-1130
www.pwarch.com
H
H
C
E O
F
X
T E
S
12 5 6 4
A
E V E N
S T
HU L T Z
EC T
SC
ST
AT
IT
REG I S
R E D ARC
T E A R L E S
07/29/11
Consultants
MEP Engineer:
Z&F Consulting
57 West Avenue
Wayne, PA 19087
610-995-2988
Type Mark
Finish Material Schedule
Manufacturer
Description
Pattern/Line
Color
Notes
Floors
ASF1
ASF2
Anti-static Sheet Flooring
Anti-static Sheet Flooring
Johnsonite - Tarkett Collection
Johnsonite - Tarkett Collection
Toro SC
Toro SC
Color #104
Color #108
Note #1
Note #2
Base
ASF1
Anti-static Sheet Flooring
Johnsonite - Tarkett Collection
Toro SC
Color #104
Note #3, #4
Walls
PT1
PT2
Paint
Paint
Benjamin Moore
Benjamin Moore
Vanilla Ice Cream OC-90
Breath of Fresh Air 806
Ceilings
ACT1
Gypsum
Acoustical ceiling tile
GWB
Misc/Trim
PT1
Paint
Benjamin Moore
Vanilla Ice Cream OC-90
Millwork
PL1
PL2
SS1
Plastic laminate (Cabinets)
Plastic laminate (Countertops)
Solid surface
Formica
Formica
Corian
Antique White - Matte Finish #932-58
Indigo Terra - Matte Finish #7263-58
RBD
TBD
Issues / Revisions
No.
1
Date
07/29/2011
Description
Issued for Permit and Bid
Project
Memorial Hermann
Hospital - Northwest
Hyperbaric Suite
Renovation
Notes to Schedule:
1. Welding Rod Color #1292465. Flooring Contractor to supply and install Electrostatic Flooring and
grounding kit as per Manufacturer's recommendations. Contact: Carrie Bartucca (VM) 800.631.4115 x556
2. Welding Rod Color #1288158. Flooring Contractor to supply and install Electrostatic Flooring and
grounding kit as per Manufacturer's recommendations. Contact: Carrie Bartucca (VM) 800.631.4115 x556
3. Contact Carrie Bartucca (VM) 800.631.4115 x556.
4. Base Cove to be 6"
Memorial Hermann Healthcare System
Finish Material Schedule
3
Drawing Name
C:\Users\dgriffin\Documents\MHNW Hyperbaric - 211-080P (Central new)_dgriffin.rvt
Schedules
Finish Type Mark
Floor
Base
F1
F2
F3
F4
ASF1, ASF2
Existing
Existing
ASF1
ASF1
Existing
Existing
ASF1
Room Finish Type Schedule
Wall
Ceiling
PT1, PT2
PT1
PT1
PT1, PT2
ACT1
Existing
ACT1
ACT1
Notes
Patch Floor to match existing as required
Patch Floor to match existing as required
Copyright (C) 2011 by PhiloWilke Partnership. All rights reserved.
This document and the information herein is the property of PhiloWilke Partnership. No part hereof
shall be copied, duplicated, distributed, disclosed or used to any extent whatsoever except as
expressly authorized by PhiloWilke Partnership. Any Person, firm, or corporation receiving this
document, however obtained, shall by virtue hereof, be deemed to have agreed to the forgoing
restrictions and that this document will be held in trust and confidence subject only to the private use
expressly authorized by PhiloWilke Partnership.
Print Date / Time:
P&W Commission Number
211-080P
Room Finish Type Schedule
1
7/29/2011 12:57:19 PM
Sheet Number
A-600