1. No category

MCB
PORTLAND
PSU Capital Projects & Construction
MCB
STATE
FOUNDATION
UNIVERSITY
7th Floor
INTERIOR OFFICE REMODEL
(Block 087)
1600 SW 4TH Ave.
Portland, Oregon 97201
7TH FLR. - MARKET CENTER BLDG.
ARCHITECTURAL
MECHANICAL / PLUMBING
(7 -sheets)
Dated: 6 /30 / 2014
A1.1
A1.2
A2.1
A2.2
A3.1
A4.1
A4.2
CODE NOTES
(6- sheets)
Dated: 6 / 30 / 2014
Cover Sheet
Specification Notes
Floor / Demolition Plans
Ceiling / Furniture-Finish Plans
Details - Sections - Elevations
Schedules - Room / Doors / Hdwr.
Schedules - Color / Finish
G-1
M1-4
M5
ELECTRICAL (5 - sheets )
Dated: 6 / 30 / 2014
E1 - 3
E4 - 5
Sheet Index
1.
2.
3.
4.
5.
6.
7.
8.
9.
Symbols / Abbreviations / Notes
Plans
Specifications
Plans and Diagrams
Specifications
Remodel PSU Offices @ Market Center Bldg.
2010 OSSC.
TYPE 1 Construction
Group B Office Occupancy
Existing Fire Sprinklers
Floor Remodel area = 8300 sf +/Existing Bldg. = 9 Stories
Total Bldg. Floor Area = 130,000 sf +/Typ. Net Floor Area = 14,000 sf +/- Occ. Load @
each floor = 14,000sf/ 100 sf/ occupant = 140
occupants
10.
11.
12.
13.
140 Occ. = > 50 req'd = (2) exits
100' max. com. path egress
(sect.1014.3)
200' max. access travel (sect.1016.1)
Refer to City Facilities Permits Agreement, GVA
Kidder Mathews/Washington Capital Management and
City of Portland dated 7 /6 /2010.
14. Codes - All work to conform to latest applicable codes
for City of Portland, including ADA, Environmental,
and Waste management regulations.
Code / General Notes
( Total = 18 sheets at 34" x 22" size )
PSU Capital Projects and Construction.
University Svcs. Bldg. - 617 SW
Montgomery St. #202
Portland, OR 97201
(503) 725-3738
SW MARKET ST.
AV
S
<-->
Ron Blaj - Director
Steve Rounds - Asst. Director
Kay Byrne - Project Manager
Gail Hamilton - Const Mgr. PSU Crews.
Tom Arnich - Architect
PSU Network -Teleco OIT
Todd King Tech. Services Bldg.
2121 SW 4th Ave. #400
Portland, OR 97201
(503) 725-4434
Mech / Elect / Plumbing Engineer
INSITE Group inc.
Chris Wierman (503)-222-2044
Structural Engineer
ABHT Structural Engineers.
Clinton Ambrose (503)-222-4378
City of Portland-BDS
Facility Permit Program
1900 SW 4th Ave. #5000
Portland, OR 97201
Scott Burris - Inspector
(503) 823-0668
Jeff Galvin - Fire Marshal
(503) 823-4032
PSU Client Contacts
Kay Bryne
PSU Facilities and Planning
(503) 725-3738
Bldg. Manager
NBS
B2 Floor Level, Suite B207
PSU Campus Public Safety
503-725-4407- Non-Emergency
503-725-4404 - Emergency
SW 4TH AVE.
Contacts
ENTRY
SW MARKET ST.
Main Egress Path
to (2) Exit stairs.
6/30/2014
SW 4TH AVE.
FOR ALL STRUCTURAL, MECHANICAL, ELECTRICAL,
TELCO AV, AND FIRE SPRINKLER / ALARM INFORMATION
SEE ENGINEER'S DRAWINGS and SPECIFICATIONS.
Cover Sheet
MARKET CENTER BLDG.
Revisions :
Location / Egress Plan
Symbols
scale: 1 /16 " = 1'- 0"
Cover Sheet w/ notes, symbols, and index.
no scale
I:\Staff\Facilities\Projects\087_MCB\2014_MCB-Projects\2014_087_MCB_PSU Foundation-7th-Floor\2 - Design Documents\3-ACAD dwgs\A1 - MCB7Notes.dwg, 6/30/2014 9:43:14 AM, ANSI full bleed D (34.00 x 22.00 Inches)
Site View
Vicinity Map
No Scale
Date :
scale: 1 /32 " = 1'- 0"
East View
Drawn :
Checked :
A1.1
A.General Items
A.1. General and Code Notes -- See Cover Sheet.
A.2. Contract Documents and Work - Conform to PSU General
Conditions of Contract and Bid Documents.
A.3. Area / Location of Work -- See drawings.
A.4. All Products shall be installed per manufacturer's
specifications and recommendations. Products listed shall
be as noted. Approved equals shall be allowed by
contractor submitted substitution request form prior to Bid
Invitation deadline. Provide product submittals samples for
PSU to review prior to ordering product. Product Review
approval does not imply or change the contract documents
without an approved change request and change order.
A.5. See Schedules --- for color / finish / material / room /roof /
door schedules for more specification information.
A.6. Dimensions -- All drawing dimensions shall have preference
over scale. Verify all dimensions prior to commencement of
work. Notify PSU of any discrepancy.
A.7. Structural Engineer Approvals - Penetrations of Structure by
Contractor, including anchoring, coring, scraping, cutting
or removal is not permitted unless approved by PSU
Structural Engineer.
B.Demolition
B.1. General Demo --- Remove existing walls, doors, frames,
finishes, electrical, mechanical, and other building items as
required to accommodate new construction. Remove all
abandoned mech., elect., and plumbing lines in area of
work. Verify all existing structure and protect. Protect all
egress paths and exits.
C. Walls
C.1. Wall Finish -- Smooth texture or to match existing
surrounding surfaces.
C.2. New Wall Assembly --- See Structural drawings for min.
requirements. Walls to be minimum unless noted other
wise 3 -1/2" metal studs x 20ga. @ 16" o.c. w/ 5 /8" type 'X'
gyp. bd. typical both sides.
C.3. Wall Bracing --- See Structural drawings for minimums.
Unless notes otherwise. Brace above all walls, windows,
relites, to be minimum unless noted otherwise---3-1/2" x 20
ga. metal studs @ 4' o.c. alternating direction at 45 deg.
angle max.
C.4. Wall Board -- Typ. Gypsum Board -- Georgia Pacific,
Greenguard certified, or approved equal, smooth finish.
C.5. Existing + New Wall Blocking, Patching / Painting -- Block,
Patch and Prep and Paint as required to include at new and
existing gypsum brd / plaster and framing, demo work,
cabinetry, woodwork, all new mechanical and electrical
work. Contractor to install hidden fire retardant or metal
framing blocking at all wall mount accessories.
D. Doors / Windows
D.1. Door Wood Species --- Stain grade Maple
D.2. Wood Doors --- 1-3/4" solid core by Vancouver Door
Company or approved equal. Include Doors with lites, Flush
doors, and multi-folding flush door types. All doors to be
internally blocked for closer and panic bar installation
support.
D.3. Hollow Metal Frame at Doors / Relites --- Painted Finish -Ceco or approved equal 16 gauge hollow metal welded
frames.
D.4. Glass -- All glass to conform to City of Portland code safety
impact requirements. 1 /4" thk. tempered clear glass at
relites with complete metal framing surround. 1/ 2" thk.
tempered clear glass at butt joint glass installations. Clear
Silicone at butt joints.
D.5. Hollow Metal Doors -- Painted Finish. Ceco or approved
equal --16 ga.solid core interior door.
E. Door Hardware
E.1. Finish -- See hardware Schedule.
E.2. Standards --- Provide complete installation per ADA
handicap accessibility standards. All hardware to be
manufactured, specified, and installed per specifications
and standards per the American Society of Architectural
Hardware Consultants. Review all hardware operation
settings with PSU locksmith prior to final city permit
inspector review.
E.3. Submittal List --- Provide to PSU a complete hardware
submittal list for review and approval prior to ordering and
construction.
F. Signage
F.1. Signage -- BY PSU -- New floor and building interior
signage per code, ADA, and PSU standard requirements .
G.Access Control
M. Insulation, Acoustical, Fire Caulk, and Safing
M.1. Wall Insulation Batts -- Approved smoke / flame spread
ratings per code, Certainteed, Greenguard certified approved
equal R-11 unfaced batts of rock wool , in areas of new
construction or restored demolition.
M.2. Fire Caulking / Fire Safing --Manuf. 3M, STI, or approved
equal -- 1-hr. rated include at penetrations at floors, roof, fire
rated walls, concrete block walls,stairway or shaft walls, fire
corridors, mechanical /electrical rooms, and vertical pipe and
duct chases thru floors.
M.3. Ceiling Insulation -- Same as Typical Wall Insulation Batts to
be above all ceiling areas of new construction or demolition .
PSU Capital Projects & Construction
MCB
FOUNDATION
7th Floor
INTERIOR OFFICE REMODEL
(Block 087)
1600 SW 4TH Ave.
Portland, Oregon 97201
M.4. Fire Doors / Smoke Gaskets -- Replace at all doors in Stairs.
See hardware schedule for details.
G.1. None Required
H. Cabinetry / Woodwork
N. Ceilings
H.1. New Woodwork --- All woodwork to conform to "Custom
Grade" - Architectural Woodwork Institute standards and
specifications.
H.2. WB -- Wood Base --- 1 x 4 Maple to Match existing.
I. Flooring / Base / Surfaces
I.1.
I.2.
See Schedules.
Floor Hole Patching --- Verify with Structural Engineer. For
max. 4" dia holes use 6" dia. x 16 ga. galv metal plate and
epoxy. Fill with 1 hr. rated fire safing and caulk.
J. Paint / Coatings / Colors/ Sealants
N.1. New 2' x 4' Acoustical Tiles - Replace damaged or stained
existing Suspended Ceiling Tiles to match existing with
Armstrong " Cortega" or approved equal. Color white,
Second look type. See drawings for location area.
N.2. Existing Ceiling Grid - To Remain. Any retrofit or repair to
existing grid to be Heavy Duty typematerial and installation.
O. Audio Visual
O.1. AV Equipment / Anchors and Cabeling -- by PSU dept. of
OIT .
P. Telco
J.1. Colors --- See Schedules. Provide (3) 8-1 /2 x 11"
draw-down samples of each color on material for review.
J.2. Products
J.2.1.
TYPE - A -- Acro Pure, Miller or approved equal, water
based, Satin sheen unless noted otherwise. Primer and
(2) finish coats. Satin sheen.
J.2.2.
TYPE - B -- 100% Acrylic for use on metal, PPG Pitt.
Tech. Breakthrough or approved equal, water base,
Satin sheen. Primer and (2) finish coats
J.2.3.
TYPE - C -- Clear Flat Finish, Waterborne Varnish,
Emtech EM 8000cv, EM8428, Pre Cat Waterborne
Conversion Varnish, by Target Coatings or approved
equal, clear natural coating for wood. (4) coats.
J.2.4.
TYPE - D -- Gloss Finish, #472 Aluminum Paint. Primer
and (2) coats.
J.3. General Locations
J.3.1. General Painting, Gypsum Board / Plaster Walls and
Ceilings -- TYPE A
J.3.2. Exposed Natural Wood Work including Doors, Trim or
Base -- TYPE C
J.3.3. Existing painted Wood Work with Existing Oil Based
Paint including Doors, Frames, Trim , or Base. -TYPE B
J.3.4. Metal Doors, Frames, Metal Work, Metal Ceiling grids,
or Railings -- TYPE B
J.3.5. Interior Hollow Metal Frames for Doors and Windows. -TYPE D
J.3.6. Interior Joint Sealers -- Silicone GE, Dow, or approved
equal. Sanitary type at bathrooms.
J.4. General Notes : Paint all Areas of Work including exposed
areas / surfaces remaining after-demolition, including
exposed mechanical ductwork and electrical conduit +
wiremold and exposed low voltage wiring.
J.5. Filler Strip - at wall glass mullion jamb, wall head to
suspended ceiling -- black closed cell neoprene filler strip
by K-Mac Distribution or approved equal.
K. Furnishings
u
t
o
n
d
e
s
K.1. Tack Boards -- Claridge Product and Equipment Inc. -Vinyl faced tack board, 12" mineral fiber, Class"A" Koroseal
fabric, 100% vinyl w/ mitered frame, satin Anodized Alum.
with clear anodic coating.
K.2. White Boards -- Claridge or approved equal. Deluxe white
porcelain enamel steel marker brd. with satin anodized alum.
trim and tray. White # 75 low gloss.
K.3. Systems Furniture - PSU to demo, provide, reconfigure, and
install.
P.1. Telephone and Computer Network Cabling and WIFI -- by
PSU Dept. of OIT.
Q.Lighting / Electrical
Q.1. Electrical and Lighting --- See Electrical Engineer's drawings
for more information. Protect existing as required.Provide
new lighting as indicated on drawings.
Q.2. Pathway & Boxes - Contractor to provide all boxes at ceiling,
walls, and floors, conduit, and pathway as req'd. to include
Electrical, Audio Visual, Telco, Alarms and other devises.
Q.3. Exit and Emergency -- Contractor to complete Construction
so as to provide minimum exit, egress, audible strobe
alarms, and emergency lighting as required by City of
Portland, including (1) footcandle min at floor during
construction. All doors, exits, and hardware, to meet
min.code requirements of the City of Portland for exits and
ADA clearances.
Q.4. Systems Furniture -- Provide all power conductivity, power
poles and data poles, electical whips from adjacent walls,
and connect to systems furniture.
R.Mechanical / Air Grilles
R.1. Mechanical -- See Mechanical Engineer's drawings for
mechanical items.
R.2. Balance HVAC system--- Contractor to Balance per code
requirements and submit an Engineer's approved report for
PSU Mechanical Engineer review and approval.
S.Plumbing
S.1. Plumbing -- See Mechanical Engineer's drawings for
plumbing items.
S.2. Refrigerator water -- Provide new line and finished assembly
at wall with exposed valve box.
S.3. Fire - Systems
S.3.1. Fire Alarm / Sprinkler Systems. -- Contractor to Submit
to city fire marshal and provide PSU with City of
Portland fire marshal signed and dated approved fire
system drawings. Refer to Mech/ Elect. Engineer
drawings and specifications for additional requirements.
Provide new work to conform to NFPA and include
demolition, relocation, materials and labor for a
complete code compliant installation.
S.3.2. Fire Sprinkler Heads - Provide Quick Response Fire
Sprinkler heads to match existing at all new work. Verify
existing. Move fire sprinkler / heads or add new to
accommodate new work per code.
6/30/2014
FOR ALL STRUCTURAL, MECHANICAL, ELECTRICAL,
TELCO AV, AND FIRE SPRINKLER / ALARM INFORMATION
SEE ENGINEER'S DRAWINGS and SPECIFICATIONS.
Spec. Notes
Revisions :
L. Appliances -L.1. Relocate existing Refrigerator and water line for ice maker.
Date :
T. Miscellaneous
T.1. XXXX
Drawn :
Specification
I:\Staff\Facilities\Projects\087_MCB\2014_MCB-Projects\2014_087_MCB_PSU Foundation-7th-Floor\2 - Design Documents\3-ACAD dwgs\A1 - MCB7Notes.dwg, 6/30/2014 9:43:16 AM, ANSI full bleed D (34.00 x 22.00 Inches)
Checked :
A1.2
PSU Capital Projects & Construction
MCB
FOUNDATION
7th Floor
INTERIOR OFFICE REMODEL
(Block 087)
1600 SW 4TH Ave.
Portland, Oregon 97201
Plan Notes
1.
See specification sheet and room / finish schedules.
2.
AREA OF WORK approx. 8300 SF +/- (cross-hatch)
3.
4.
Remove existing base cabinet at new opening.
Relocate existing Refrigerator.
6/30/2014
FOR ALL STRUCTURAL, MECHANICAL, ELECTRICAL,
TELCO AV, AND FIRE SPRINKLER / ALARM INFORMATION
SEE ENGINEER'S DRAWINGS and SPECIFICATIONS.
Floor / Demo Plans
Verify All Dimensions
and Existing Conditions
prior to accommodating
new construction.
Revisions :
Date :
Drawn :
" EXISTING PLAN "
DEMOLITION
" NEW "
FLOOR
scale: 3 /32 " = 1'- 0"
I:\Staff\Facilities\Projects\087_MCB\2014_MCB-Projects\2014_087_MCB_PSU Foundation-7th-Floor\2 - Design Documents\3-ACAD dwgs\A2 - MCB7Plans.dwg, 6/30/2014 9:43:18 AM, ANSI full bleed D (34.00 x 22.00 Inches)
Checked :
A2.1
PSU Capital Projects & Construction
MCB
FOUNDATION
7th Floor
INTERIOR OFFICE REMODEL
(Block 087)
1600 SW 4TH Ave.
Portland, Oregon 97201
Plan Notes
1.
2.
See specification sheet and room / finish schedules.
Existing Utilities - Verify existing MEP ,Telco, Fire Sprinkler
items to remain. See Engineer dwgs.
3. New Utilities - Verify locations of new mechanical, electrical,
plumbing, and Telco items. See Engineer dwgs.
3.1.
Provide general ceiling light switch controls at entry
suite doors.
3.2.
Provide min. power and telco outlets at all new cubes
and remodeled offices.
3.3.
Provide elect / telco whip from interior stud walls to new
cube walls or provide, if necessary vert. power data
poles from ceiling to top of cube. Color to match cube
wall trim.
4. Relocate Existing Refrigerator. - Provide new electical
outlet and new water with connection to valve at wall for
ice-maker water. Relocate wall switch near new door.
5. Flat Screen Video - Secure to wall at new blocking. Verify
locations of (Elect. and Telco - AV) controls at wall and at
floor below conference table. Core drill floor per
requirements.
6. White Board
7.
Replace existing light fixtures - between grids G & F and 4
& 5 with new fixtures to match west side reception area.
Verify exact locations. See Eng. dwgs.
8. Existing Suspended Acoust. Ceiling - Replace damaged
tiles in area of work. Existing Grid to remain. Patch as
required with heavy duty type construction and per code.
9. Existing carpet - area to be replaced by new carpet. - Patch
other areas to accommodate new work.
10. Accent Wall Paint - see finish schedules,
10.1. AW-1
10.2. AW-2
TYPICAL
6/30/2014
FOR ALL STRUCTURAL, MECHANICAL, ELECTRICAL,
TELCO AV, AND FIRE SPRINKLER / ALARM INFORMATION
SEE ENGINEER'S DRAWINGS and SPECIFICATIONS.
Ceiling / Finish Plans
Verify All Dimensions
and Existing Conditions
prior to accommodating
new construction.
Revisions :
Date :
Drawn :
Checked :
CEILING
FINISH / FURNITURE PLAN
scale: 3 /32 " = 1'- 0"
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A2.2
d
e
s
u
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o
n
d
e
s
d
e
s
u
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CEILING
CEILING
no
RELITE
DOOR
+/(verify width)
d
e
s
CEILING
RELITE
u
t
u
t
no
PSU Capital Projects & Construction
MCB
no
GLASS
WALL
FOUNDATION
WALL
7th Floor
Flush Door
1
intregal relite / lite in door
hollow metal frame
2
flush door / separated relite
hollow metal frame
head @ door and relite
hollow metal frame
all glass windows / all-glass door
aluminum frame / vert. butt jt. glass
door / window elevations
3/16 " = 1' - 0"
head @ all-glass door
aluminum frame / butt jt. glass
head @ relite
aluminum frame / butt jt. glass
jamb @ butt joint glass
aluminum frame / butt jt. glass
INTERIOR OFFICE REMODEL
(Block 087)
1600 SW 4TH Ave.
Portland, Oregon 97201
door / window details
1-1/2 " = 1' - 0"
TYPICAL SEE SPECIFICATION NOTES .
RELITE
RELITE
d
e
s
INSIDE RM.
u
t
(verify width)
CEILING
no
CEILING
RELITE
DOOR
DOOR
FLOOR
Plan Notes
1.
See specification sheet for notes.
RELITE
FLOOR
+/equal
(verify width)
wall head @ structure
1.2.
2.2.
2.3.
2.4.
2.5.
2.6.
2.7.
2.8.
2.9.
3.2.
3.3.
3.4.
3.5.
3.6.
jamb - door / intregal relite
hollow metal frame
1-1/2 " = 1' - 0"
1-1/2 " = 1' - 0"
3.7.
Framing and Anchoring -- See Section 1
for framing and anchoring of stud walls,
doors, relites, and glass walls to
structure. Typical products listed or
approved equal.
See spec. notes sheet A2 for more
details.
3.8.
3.9.
Drywall metal edge at gyp. brd. for level
smooth continuous line.
New Upper Wall - Provide typical vert.
studwall, insulation and bracing above
ceiling where full ht. walls are required
per plan.
Patch Drywall - smooth patch and finish
paint drywall at joining of (2) walls.
5.4.
5.5.
5.6.
4. Doors / Windows
Code -- Ceiling installation to be per
latest city of Portland approved IBC / 25 /
# 2 standards.
Hangers -- Provide additional hangers at
all members within 8" of the ceiling
perimeter.
Hanger connection devices --Secure all
hangers to bldg. structure with approved
connector of min 100 lb. capability.
Stabilizer bar to be between all
members at ceiling perimeter.
Vertical Struts -- to be at 12' oc each
way.
Sloped Hangers -- Provide (2) counter
slope hangers if more than 1 to 6 out of
plumb.
Trapeze Hangers around ductwork and
other large obstructions.
Ceiling Grid -- Suspended ceiling grid to
be Heavy Duty type.
Runners -- Secure cross runners
between main runners.
4.1.
4.2.
4.3.
4.4.
4.5.
4.6.
4.7.
4.8.
New Walls typical --- Unless noted
otherwise, walls to be min. 3-1 /2" x 20
ga. metal studs @ 16" o.c.with 5 /8" type
'X' gyp. brd. both sides. Do not secure
walls to suspended ceiling grid. Do not
cut ceiling grid at below ceiling walls.
Bracing -- At wall and windows to be
min. 3-1 /2" x 20 ga. metal studs @ 4'
o.c. alternating direction at 45 deg. angle
max. (w/ vert. studs at window
locations). Secure to L2"x2"x12" x 16 ga.
metal angle at conc. structure above.
Filler Strip - Jamb to Mullion - 1 /2" thk. x
2" black closed cell neoprene filler strip.
Filler Strip - Wall Head to Suspended
Ceiling - 1/ 4" thk. x 2" wide.
Filler - Floor holes --Core Drills or
existing max 4" dia holes patch with 6"
dia x 18 ga. metal plate and epoxy. Fill
with 2-hr. safing and fire caulk.
Filler - Rigid Insulation - fire rated, secure
in metal track framing.
Ceiling & Wall Insulation - R-11 min.
Doors and Windows.
Wood door w/ lite -- 1/4" glass lite and
wood stops to match door.
Hollow Metal Frame .
Ceiling break to accommodate
continuous wall or window-door frame.
Hollow Metal Frame Relites (R1 and R2)
1/ 4" clear temp glass in hollow metal
frames.
Continuous Ceiling - at walls that are
constructed below ceiling.
Glass Walls (GW) -- 1/2" clear temp. butt
joint glass at jambs with alum. frame sill
and continuous head over door. Clear
silicone sealer at butt joints.
not us
ed
5.7.
5.8.
5.9.
wall jamb - door / sep. relite
hollow metal frame
Hollow Metal Frame Sill -- Powers
Fasteners at Concrete --- Typ. min. (1)
1 /2" dia flat head hd sleeve anchor-conc. embed 2-1/ 2" min. 32"o.c. through
metal frame support sleeve.
Wall Sill Track -- Ramset low veloc. shot
pin anchors at Concrete -- Typ. min.
0.145 " dia. embed min. 3 /4" at 16" o.c.
Wall Head Track - 18 ga. Slotted
expansion head track fastened to
structure with 1 /4" dia Hit Anchors at
concrete min 3 /4" embed at 16"oc. Alt.
condition: double anchors when
trackspan is between waffle slab ribs.
Hollow Metal Frame Fastener Straps --(3) min per jamb. Secure to framing with
Typ. min. (3) #8 Tek screws each side
of strap.
Window Head. -- Steeler Tek Screws
Typ. min. #8 x 3/4 " at 12" o.c. --secure to metal wall track...not to
suspended ceiling grid.
Joint of (2) Vertical Walls - Use (2) #8 at
16" oc to join top track of existing wall to
new sill track of upper wall.
sill @ relite
aluminum frame / butt jt. glass
New Wall
Above
Glass Door (GD)-- 1/2" thick clear
tempered glass, to butt joint glass walls,
with 1" x door ht. manuf. tublar alum
door pull each side. Alum. frame head
and sill, floor pivot, hidden in frame, ADA
closer at head. At Suite Entry locations
for door exit out requirements provide
push activated latch release at vert. exit
bar. Key latch at min 36" ht. at exterior
side of door always activated by interior
vert. push bar.
Butt Joint -- Clear Transparent Caulk
Butt Joint glass at wall and at glass
joints.
not use
d
3. Walls , Bracing, Fillers, and Insulation.
3.1.
sill @ relite
hollow metal frame
door / window details
2. Ceilings
2.1.
head @ wall below ceiling
wall details
1. General Items
1.1.
wall above ceiling
wall jamb @ window
equal
4.9.
not us
Existing Wall
or
Door / Window
ed
6/30/2014
FOR ALL STRUCTURAL, MECHANICAL, ELECTRICAL,
TELCO AV, AND FIRE SPRINKLER / ALARM INFORMATION
SEE ENGINEER'S DRAWINGS and SPECIFICATIONS.
5. Fasteners (Secured to Structure)
5.1.
5.2.
5.3.
Wall Bracing -- 16 ga . x 3-1 /2" metal
stud min. 48" oc alternating -- Fasteners
to metal framing includes, brace to angle
at deck, or brace to wall plate track.
Steeler Tek Screws --- Typ. min. (3) #8
x 3/4 . Do not screw to suspended
ceiling grid.
Alum. Window Sill -- Simpson Titen HD
Mini Screws at Concrete --- Typ. min.
1/4" dia. -- conc. embed min 1-3/4" at
16" o.c.
Angle to Deck --12" x 16 ga. Fasten
with Powers Fasteners Hit Anchors at
Concrete --- Typ. min (3)1 /4" dia -conc. embed min. 3/4" at 3" o.c.
Wall
Door / Window
Metal Stud Wall
Metal Stud Wall
Hollow Metal Frames
WB
WF
Below Ceiling
Full Height Continuous
WF - A
Above Ceiling
L
Door with Lite
F
Flush Door
R
Glass Relites
d
e
s
u
t
no
Door / Window
Aluminum Frames ,
Vert. Butt Joint Glass
GD
Glass Door
GW
Glass Wall
Details / Sections
Revisions :
Date :
Drawn :
bldg section / detail notes
bldg. section - diagramatic
3 /16 " = 1' - 0"
3 /8 " = 1' - 0"
See details and section this sheet.
Wall
I:\Staff\Facilities\Projects\087_MCB\2014_MCB-Projects\2014_087_MCB_PSU Foundation-7th-Floor\2 - Design Documents\3-ACAD dwgs\A3 - MCB7Det-Elev.dwg, 6/30/2014 9:43:21 AM, ANSI full bleed D (34.00 x 22.00 Inches)
Checked :
A3.1
PSU Capital Projects & Construction
MCB
FOUNDATION
7th Floor
INTERIOR OFFICE REMODEL
(Block 087)
1600 SW 4TH Ave.
Portland, Oregon 97201
Plan Notes
1.
See specification sheet for notes.
not used
not used
6/30/2014
Door Hardware List
FOR ALL STRUCTURAL, MECHANICAL, ELECTRICAL,
TELCO AV, AND FIRE SPRINKLER / ALARM INFORMATION
SEE ENGINEER'S DRAWINGS and SPECIFICATIONS.
Rooms / Doors
Revisions :
Date :
Drawn :
schedules
no scale
I:\Staff\Facilities\Projects\087_MCB\2014_MCB-Projects\2014_087_MCB_PSU Foundation-7th-Floor\2 - Design Documents\3-ACAD dwgs\A4 - MCB7Schedules.dwg, 6/30/2014 9:43:24 AM, ANSI full bleed D (34.00 x 22.00 Inches)
Checked :
A4.1
PSU Capital Projects & Construction
MCB
FOUNDATION
7th Floor
INTERIOR OFFICE REMODEL
(Block 087)
1600 SW 4TH Ave.
Portland, Oregon 97201
Plan Notes
1.
See specification sheet for notes and ALTERNATES.
not used
not used
not used
not used
6/30/2014
FOR ALL STRUCTURAL, MECHANICAL, ELECTRICAL,
TELCO AV, AND FIRE SPRINKLER / ALARM INFORMATION
SEE ENGINEER'S DRAWINGS and SPECIFICATIONS.
Colors and Finish
Revisions :
Date :
Drawn :
schedules
no scale
I:\Staff\Facilities\Projects\087_MCB\2014_MCB-Projects\2014_087_MCB_PSU Foundation-7th-Floor\2 - Design Documents\3-ACAD dwgs\A4 - MCB7Schedules.dwg, 6/30/2014 9:43:24 AM, ANSI full bleed D (34.00 x 22.00 Inches)
Checked :
A4.2