MCB - Portland State University · 2014-07-03 · AV S Cover Sheet w/ notes, symbols, and index. A1.1 no scale Contacts Site View Sheet Index ( Total = 18 sheets at 34"

AV

S

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A1.1

Cover Sheet w/ notes, symbols, and index.

no scale

Contacts

Site View

Sheet Index ( Total = 18 sheets at 34" x 22" size )

Symbols

MCB

PSU Capital Projects and Construction.

University Svcs. Bldg. - 617 SW

Montgomery St. #202

Portland, OR 97201

(503) 725-3738

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

ARCHITECTURAL

(7 -sheets)

Dated: 6 /30 / 2014

A1.1 Cover Sheet

A1.2 Specification Notes

A2.1 Floor / Demolition Plans

A2.2 Ceiling / Furniture-Finish Plans

A3.1 Details - Sections - Elevations

A4.1 Schedules - Room / Doors / Hdwr.

A4.2 Schedules - Color / Finish

MECHANICAL / PLUMBING

(6- sheets)

Dated: 6 / 30 / 2014

G-1 Symbols / Abbreviations / Notes

M1-4 Plans

M5 Specifications

ELECTRICAL

(5 - sheets )

Dated: 6 / 30 / 2014

E1 - 3 Plans and Diagrams

E4 - 5 Specifications

East View

CODE NOTES

1. Remodel PSU Offices @ Market Center Bldg.

2. 2010 OSSC.

3. TYPE 1 Construction

4. Group B Office Occupancy

5. Existing Fire Sprinklers

6. Floor Remodel area = 8300 sf +/-

7. Existing Bldg. = 9 Stories

8. Total Bldg. Floor Area = 130,000 sf +/-

9. Typ. Net Floor Area = 14,000 sf +/- Occ. Load @

each floor = 14,000sf/ 100 sf/ occupant = 140

occupants

10. 140 Occ. = > 50 req'd = (2) exits

11. 100' max. com. path egress (sect.1014.3)

12. 200' max. access travel (sect.1016.1)

13. 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.

Cover Sheet

FOR ALL STRUCTURAL, MECHANICAL, ELECTRICAL,

TELCO AV, AND FIRE SPRINKLER / ALARM INFORMATION

SEE ENGINEER'S DRAWINGS and SPECIFICATIONS.

MARKET CENTER BLDG.

Vicinity MapNo Scale

SW

4

TH

A

VE

.

SW MARKET ST.

Location / Egress Planscale: 1 /32 " = 1'- 0"scale: 1 /16 " = 1'- 0"

Code / General Notes

6/30/2014

7TH FLR. - MARKET CENTER BLDG.

P O R T L A N D S T A T E U N I V E R S I T Y

ENTRY

PSU Capital Projects & Construction

MCBFOUNDATION

7th FloorINTERIOR OFFICE REMODEL

(Block 087)1600 SW 4TH Ave.

Portland, Oregon 97201

Revisions :

Drawn :

Checked :

Date :

Main Egress Path

to (2) Exit stairs.

SW

4

TH

A

VE

.

SW MARKET ST.

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Specification

Spec. Notes




6/30/2014

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

G.1. None Required

H.Cabinetry / Woodwork

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. See Schedules.

I.2. 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

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

K.1. Tack Boards -- Claridge Product and Equipment Inc. --

Vinyl faced tack board,

1

2

" 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.

L. Appliances --

L.1. Relocate existing Refrigerator and water line for ice maker.

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 .

M.4. Fire Doors / Smoke Gaskets -- Replace at all doors in Stairs.

See hardware schedule for details.

N. Ceilings

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

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.

T. Miscellaneous

T.1. XXXX


MCBFOUNDATION




Revisions :

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Date :

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A2.1

Floor / Demo Plans




6/30/2014


MCBFOUNDATION




Revisions :

Drawn :

Checked :

Date :

Plan Notes

scale: 3 /32 " = 1'- 0"

Verify All Dimensions

and Existing Conditions

prior to accommodating

new construction.

DEMOLITION FLOOR " EXISTING PLAN " " NEW "

1. See specification sheet and room / finish schedules.

2. AREA OF WORK approx. 8300 SF +/- (cross-hatch)

3. Remove existing base cabinet at new opening.

4. Relocate existing Refrigerator.

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A2.2

scale: 3 /32 " = 1'- 0"

Ceiling / Finish Plans




6/30/2014


MCBFOUNDATION




Revisions :

Drawn :

Checked :

Date :

Plan Notes

1. See specification sheet and room / finish schedules.

2. 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

Verify All Dimensions

and Existing Conditions

prior to accommodating

new construction.

CEILING FINISH / FURNITURE PLAN

TYPICAL

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Wall

WB

Wall

WF

Door / WindowHollow Metal Frames

Door / WindowAluminum Frames ,Vert. Butt Joint Glass

L

F

R

GW

GD

Metal Stud WallMetal Stud Wall

Below Ceiling Full Height Continuous Door with Lite Glass Door

Flush Door

Glass Relites

Glass WallWF - A Above Ceiling

Existing WallorDoor / Window

New WallAbove

equal equal

RELITE

DOOR

Flush Door

CEILING

(verify width)

CEILING

+/-

RELITE

DOOR

RELITE

FLOOR

(verify width)

RELITE

FLOOR

+/-

(verify width)

RELITE

DOOR

INSIDE RM.

CEILING

RELITE

WALL

GLASS

WALL

CEILING

CEILING

A3.1

Plan Notes

1. See specification sheet for notes.




Details / Sections

6/30/2014


MCBFOUNDATION




Revisions :

Drawn :

Checked :

Date :

1-1/2 " = 1' - 0"

3 /8 " = 1' - 0"

door / window details

bldg. section - diagramatic

3 /16 " = 1' - 0"

bldg section / detail notes

1. General Items

1.1. 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.

1.2. See spec. notes sheet A2 for more

details.

2. Ceilings

2.1. Code -- Ceiling installation to be per

latest city of Portland approved IBC / 25 /

# 2 standards.

2.2. Hangers -- Provide additional hangers at

all members within 8" of the ceiling

perimeter.

2.3. Hanger connection devices --Secure all

hangers to bldg. structure with approved

connector of min 100 lb. capability.

2.4. Stabilizer bar to be between all

members at ceiling perimeter.

2.5. Vertical Struts -- to be at 12' oc each

way.

2.6. Sloped Hangers -- Provide (2) counter

slope hangers if more than 1 to 6 out of

plumb.

2.7. Trapeze Hangers around ductwork and

other large obstructions.

2.8. Ceiling Grid -- Suspended ceiling grid to

be Heavy Duty type.

2.9. Runners -- Secure cross runners

between main runners.

3. Walls , Bracing, Fillers, and Insulation.

3.1. 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.

3.2. 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.

3.3. 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.

3.4. 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.

3.5. Filler - Rigid Insulation - fire rated, secure

in metal track framing.

3.6. Ceiling & Wall Insulation - R-11 min.

3.7. Drywall metal edge at gyp. brd. for level

smooth continuous line.

3.8. New Upper Wall - Provide typical vert.

studwall, insulation and bracing above

ceiling where full ht. walls are required

per plan.

3.9. Patch Drywall - smooth patch and finish

paint drywall at joining of (2) walls.

4. Doors / Windows

4.1. Doors and Windows.

4.2. Wood door w/ lite -- 1/4" glass lite and

wood stops to match door.

4.3. Hollow Metal Frame .

4.4. Ceiling break to accommodate

continuous wall or window-door frame.

4.5. Hollow Metal Frame Relites (R1 and R2)

1/ 4" clear temp glass in hollow metal

frames.

4.6. Continuous Ceiling - at walls that are

constructed below ceiling.

4.7. 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.

4.8. 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.

4.9. Butt Joint -- Clear Transparent Caulk

Butt Joint glass at wall and at glass

joints.

5. Fasteners (Secured to Structure)

5.1. 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.

5.2. 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.

5.3. 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.

5.4. 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.

5.5. Wall Sill Track -- Ramset low veloc. shot

pin anchors at Concrete -- Typ. min.

0.145 " dia. embed min. 3 /4" at 16" o.c.

5.6. 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.

5.7. Hollow Metal Frame Fastener Straps ---

(3) min per jamb. Secure to framing with

Typ. min. (3) #8 Tek screws each side

of strap.

5.8. 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.

5.9. 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.

wall details

all glass windows / all-glass doorintregal relite / lite in door flush door / separated relitehead @ relitehead @ all-glass door head @ door and relite jamb @ butt joint glass

sill @ relitejamb - door / intregal relitesill @ relite

3/16 " = 1' - 0"

door / window elevations

1-1/2 " = 1' - 0"

door / window details

1-1/2 " = 1' - 0"

TYPICAL SEE SPECIFICATION NOTES .

wall jamb @ windowwall head @ structure

hollow metal frame hollow metal frame

aluminum frame / vert. butt jt. glass

hollow metal frame

aluminum frame / butt jt. glass aluminum frame / butt jt. glass aluminum frame / butt jt. glass

wall jamb - door / sep. relite

aluminum frame / butt jt. glass

hollow metal frame hollow metal frame hollow metal frame

1 2

See details and section this sheet.

head @ wall below ceiling

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A4.1

Plan Notes

schedules

no scale

1. See specification sheet for notes.

Rooms / Doors

Door Hardware List




6/30/2014


MCBFOUNDATION




Revisions :

Drawn :

Checked :

Date :

not used

not used

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A4.2

Plan Notes

schedules

no scale

1. See specification sheet for notes and ALTERNATES.

Colors and Finish




6/30/2014


MCBFOUNDATION




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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)

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