Comprehensive Studio Sheet Set

quinn mccallum-law Arch 586 Professor Travis Bell

Sheet List Sheet Name

NORTHWEST PERSPECTIVE

LEVEL 2 SOUTH BALCONY

Coversheet General Notes & Life Safety Sustainability Sustainabiltiy Site Plan Site Plan Existing Site Sections Foundation and Basement Structural Plan Level 1 and 2 Structural Plan Level 3 and Roof Structural Section and Details Structural Axonometric and Details Floor Plan Basement Level Floor Plan Ground Level Floor Plan Level 2 Floor Plan Level 3 Roof Plan Elevations Elevations Building Sections Section-Elevation Composite Enlarged Wall Sections Envelope Details Details Reflected Ceiling Plans Schedules Mechanical Plans Mechanical Plan and Sections

Sheet Number G G-001 G-050 G-051 L-101 L-102 L-301 S-101 S-102 S-103 S-501 S-502 A-101 A-102 A-103 A-104 A-105 A-201 A-202 A-301 A-401 A-501 A-502 A-503 A-601 A-701 M-101 M-102

2ND FLOOR OPEN CLASSROOM PERSPECTIVE

LOUVRES OPEN AND CLOSED

Coversheet G EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

OCCUPANCY LOADS 1 1

S-501

Level Basement Basement

#

NAME

AREA

B-1

Studio

1101 SF

E

Basement

B-2

Studio

288 SF

E

Basement

B-3

Studio

111 SF

E

Basement

B-5

Costume Shop

986 SF

E

Basement

B-6

Prop Shop

1158 SF

E

Basement Basement

B-7 B-8

Dressing Rehearsal Space

303 SF 2172 SF

E E

Basement

B-9

Storage/Mechanical

1540 SF

E

Basement

B-14

Circulation

3833 SF 11493 SF

E

S-501

Black Box Theatre 1-1 250 Occ.

Studio B-1 27 Occ.

18

17

Studio B-2 6 Occ. Studio B-3 2 Occ.

Storage/Mechanical B-9 6 Occ. Circulation B-14 NA

ENTRY

62 62 62

Ticket Office 1-5 4 Occ.

62

82 Lobby 1-2 159 Occ.

Kitchen 1-6 5 Occ. 5

82

6

10

10

12

Dressing B-7 7 Occ.

Circulation 1-4 NA ENTRY 2 103Flex Event Space 1-3 205 Occ.

102

Mezzanine 1-7 2 Occ.

Level 1 Level 1

1-1

Black Box Theatre

1750 SF

E

Level 1

1-2

Lobby

2368 SF

E

Level 1

1-3

Flex Event Space

3055 SF

A-1

Level 1 Level 1

1-4 1-5

Circulation Ticket Office

2308 SF 301 SF 9783 SF

A-1 E

913 SF 536 SF

(none) (none)

Mezzazine Mezzazine Mezzazine

1-6 1-7

Kitchen Mezzanine

OCCUPANCY CLASSIFICATION

MAX AREA PER OCCUPANT

OCCUPANT LOAD

Educational - Shops and other vocational room areas Educational - Shops and other vocational room areas Educational - Shops and other vocational room areas Educational - Shops and other vocational room areas Educational - Shops and other vocational room areas Locker rooms Educational - Shops and other vocational room areas Accessory storage areas, mechanical equipment room *Common Areas, Corridors, Stairs, etc.

50 SF

23

27 Occ.

50 SF

6

6 Occ.

50 SF

3

2 Occ.

50 SF

20

20 Occ.

50 SF

24

24 Occ.

50 SF 50 SF

7 44

7 Occ. 44 Occ.

300 SF

6

6 Occ. NA

Assembly without fixed seats Concentrated (chairs only - not fixed) Assembly without fixed seats Unconcentrated (tables and chairs) Assembly without fixed seats Unconcentrated (tables and chairs) *Common Areas, Corridors, Stairs, etc.

Business areas

Kitchen, commercial Accessory storage areas, mechanical equipment room

7 SF

251

250 Occ.

15 SF

158

159 Occ.

15 SF

204

205 Occ.

100 SF

200 SF 300 SF

1449 SF

1

Basement Occupancy 1" = 30'-0"

2

Level 1 Occupancy 1" = 30'-0"

3

Mezzazine Occupancy 1" = 30'-0"

4 617 5 2

29

Sheet List 5 Occ. 2 Occ.

34

Office 2-7 3 Occ.

35

17

2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8

Classroom Classroom Classroom Classroom Classroom Common Area Office Office

569 SF 677 SF 709 SF 801 SF 1609 SF 4213 SF 228 SF 392 SF 9198 SF

E E E E E E E E

Educational - Classroom area Educational - Classroom area Educational - Classroom area Educational - Classroom area Educational - Classroom area *Common Areas, Corridors, Stairs, etc.

Business areas Business areas

20 SF 20 SF 20 SF 20 SF 20 SF

29 34 36 41 81

100 SF 100 SF

3 4 228

Level 3 Level 3

3-0

0ffice

10094 SF 10094 SF 42017 SF

B

Business areas

100 SF

101 101 1,086

29 Occ. 34 Occ. 35 Occ. 42 Occ. 81 Occ. NA 3 Occ. 4 Occ.

101 Occ.

26

BUILDING PROJECT AND CODE SUMMARY CONSTRUCTION TYPE: IIA

42

Exterior Patio 26

Common Area 2-6 NA

94

23

EAST PORTLAND PERFORMING ARTS CENTER IS A 45 FOOT TALL, 3 STORY MIXEDUSE OCCUPANCY BUILDING FOR THE PERFORMANCE ARTS (A) AND COMMUNITY BASED PERFORMANCE ART EDUCATION (E) WITH A SEPARATED BUSINESS (B) FLOOR. CONSTRUCTED OF TWO-WAY POST TENSIONED SLAB CONCRETE. GROSS SQUARE FOOTAGE: 45,640 S.F.

0ffice 3-0 101 Occ. Exterior Patio

107

52

94

A 50 FOOT BY 200 FOOT AREA HAS BEEN RESERVED FOR SUBDIVISION AS PART OF A PHASE TWO PROJECT TO PROVIDE FAMILY, SIZED OWNER OCCUPIED, LOW-INCOME RESIDENCES.

52

Exterior Patio Office 2-8 4 Occ.

THE PROJECT SUPPORTS THE VITALITY OF THE JADE DISTRICT COMMUNITY PLAN AREA AS A MIXED USE DISTRICT WITH RICH CONNECTION BETWEEN HOME, WORK AND COMMUNITY SPACES. THE COMMUNITY EVENT SPACE WILL BE AVAILABLE TO THE NEIGHBORHOOD NON-PROFIT ORGANIZATIONS FOR USE AT A DISCOUNTED RENTAL. ALL STORMWATER WILL BE TREATED ON SITE THROUGH A SYSTEM OF FLOWTHROUGH FILTRATION AND SUBSURFACE DRY-WELLS

Exterior Patio

Classroom 2-5 81 Occ.

CODE SUMMARY CONTINUED 1007.1 EACH ACCESSIBLE AREA OF THE BUILDING SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS 1007.3.1A CLEAR WIDTH OF 48" IS NOT REQUIRED AT EXIT ACCESS STAIRWAYS IN BUILDINGS EQUIPPED THROUGH WITH AUTOMATIC SPRINKLERS IN ACCORDANCE WITH 903.3.1.1 903.3.1.2 OSSC 1015.2.1 DISTANCE BETWEEN EXIT STAIRWAYS WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH 903.3.1.1 OR 903.3.1.2, THE SEPARATION BETWEEN EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS THAN ONE-THIRD OF THE LENGTH OF THE MAX OVER DAGONAL DIMENSIONS OF THE AREA SERVED. OSSC 1018.1 CORRIDOR FIRE RESISTANCE RATINGS NOT REQUIRED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE SECTION 903.3.1.1 OR 903.3.1.2 WHERE ALLOWED. OSSC 1018.1.1 EXIT ACCESS TRAVEL DISTANCE NOT TO EXCEED 250' IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH 903.3.1.1 OR 903.3.1.2.

BUILDING CODE APPEALS

HEIGHT: 43' TO PARAPET 46' TO LOUVRE TOP 63' TO ELEVATOR MECHANICAL

81

Exterior Patio 26

Level 2 Occupancy 1" = 30'-0"

5 Level 3 Occupancy 1" = 30'-0"

6

Roof Occupancy 1" = 30'-0"

LIFE SAFETY NOTES: 1.ALL DRYWALL SURFACES TO BE RATED AT MINIMUM 1 HR EACH SIDE USING TYPE X OR EQUIVALENT 2. ALL DOORS TO BE RATED AT MINIMUM TWO HOUR FIRE RATING AND EQUIPPED WITH SELF CLOSING MECHANISMS 3. ACCESSIBLE AREA OF REFUGE TO BE LOCATED IN ALL EGRESS STAIRWELLS 4. ALL EGRESS STAIRS TO BE CONSTRUCTED AS 12" CONCRETE WALLS 5. FIRE LADDERS TO BE SUPPLIED AND INSTALLED ON ALL EXTERIOR PATIOS FOR ADDITIONAL EGRESS SAFETY

ZONING AND CODE SUMMARIES AND NOTES PARKING: TITLE 33, PLANNING AND ZONING CHAPTER 33.266: 3/31/17 PARKING AND LOADING 266-3 B. MINIMUM NUMBER OF PARKING SPACES REQUIRED. 1. MINIMUM FOR SITES LOCATED CLOSE TO TRANSIT. FOR SITES LOCATED 1500 FEET OR LESS FROM A TRANSIT STATION, OR 500 FEET OR LESS FROM A TRANSIT STREET WITH 20-MINUTE PEAK HOUR SERVICE THE FOLLOWING MINIMUM PARKING REQUIREMENTS APPLY. APPLICANTS MEETING THE THRESHOLDS MUST PROVIDE A MAP IDENTIFYING THE SITE AND TRIMET SCHEDULES FOR ALL TRANSIT ROUTES WITHIN 500 FEET OF THE SITE: A. HOUSEHOLD LIVING USES. THE MINIMUM NUMBER OF REQUIRED PARKING SPACES FOR A SITE WITH A HOUSEHOLD LIVING USE IS: (1) WHERE THERE ARE UP TO 30 DWELLING UNITS ON THE SITE, NO PARKING IS REQUIRED; (2) WHERE THERE ARE 31 TO 40 DWELLING UNITS ON THE SITE, THE MINIMUM NUMBER OF REQUIRED PARKING SPACES IS 0.20 SPACES PER DWELLING UNIT; (3) WHERE THERE ARE 41 TO 50 DWELLING UNITS ON THE SITE, THE MINIMUM NUMBER OF REQUIRED PARKING SPACES IS 0.25 SPACES PER DWELLING UNIT; AND (4) WHERE THERE ARE 51 OR MORE DWELLING UNITS ON THE SITE, THE MINIMUM NUMBER OF REQUIRED PARKING SPACES IS 0.33 SPACES PER DWELLING UNIT. B. ALL OTHER USES. NO PARKING IS REQUIRED FOR ALL OTHER USES. 2. MINIMUM FOR SITES LOCATED FAR FROM TRANSIT. FOR SITES LOCATED BOTH SITES ARE WITHIN 500FT OF DIVISION AND LOCATED ON 82ND BUS INFO ROUTE 4 DIVISION/FESSEDEN (15 MINUTE OR BETTER SERVICE.) DIVISION WESTBOUND HTTPS://TRIMET.ORG/SCHEDULES/W/T1004_1.HTM DIVION EASTBOUND HTTPS://TRIMET.ORG/SCHEDULES/W/T1004_0.HTM BUS INFO ROUTE 72 KILLINGSWORTH/82 HTTPS://TRIMET.ORG/SCHEDULES/R072.HTM TABLE 266.1 MINIMUM REQUIRED AND MAXIMUM ALLOWED PARKING SPACES BY ZONE [1], [2] MINIMUM – NONE, EXCEPT: HOUSEHOLD LIVING: MINIMUM OF 0 FOR 1 TO 30 UNITS, 0.2 PER UNIT FOR 31-40 UNITS, 0.25 PER UNIT FOR 41- 50 UNITS, AND 0.33 PER UNIT FOR 51+ UNITS. MAXIMUM IS STANDARD B IN TABLE 266-2.

MEANS OF EGRESS: OSSC 1015.2.1 AND 1.15.2.1 EXITS SEPARATION DISTANCE NOT LESS THAT 1/3 THE LENGTH OF THE MAXIMUM OVERAL DIAGONAL IN BUILDING EQUIPPED WITH AUTOMATIC SPRINKLERS. MAX DIAGONAL: 170' 11 7/32" EXIT SEPARATION DISTANCE: 86' 2" ALL STORMWATER WILL BE TREATED ON SITE THROUGH A SYSTEM OF FLOWTHROUGH FILTRATION AND SUBSURFACE DRY-WELLS. AN APPROVED AUTOMATICE FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 SHALL BE ALLOWED TO BE SUBSTITUTED FOR 1-HR FIRERESISTANCE-RATED CONSTRUCTION, PROVIDED SUCH SYSTEM IS NOT OTHERWISE REQUIRED BY OTHER PROVISIONS OF THE CODE OR USED FOR AN ALLOWABLE AREA INCREASE IN ACCORDANCE WITH SECITON 506.3 OR AN ALLOWABLE HEIGHT INCREASE IN ACCORDANCE WITH SECTION 504.2 THE 1-HR SUBSTITUTION FOR RESESTANCE OF EXERIOR WALLS SHALL NOT BE PERMITTED. MEZZANINES: OSSC 505.2.1 MEZZANINES NOT REQUIRED TO BE OPEN TO AREA IF AGGREGATE IS LESS THAN 10% OF OR OCCUPANT LOAD IS LESS THAN 10.

EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

Sheet Name

Sheet Number

7

Level 2 Level 2 Level 2 Level 2 Level 2 Level 2 Level 2 Level 2 Level 2

Exterior Patio

Classroom 2-3 35 Occ. Classroom 2-4 42 Occ.

quinn mccallum-law Arch 586 Professor Travis Bell

NA 4 Occ.

TOTAL

Classroom 2-1 29 Occ. Classroom 2-2 34 Occ.

4

OCCUPANCY

133

335

Prop Shop B-6 24 Occ.

12

254

245

1'

7

22

Costume Shop B-5 20 Occ.

-0

253 72

17

73

87' - 0"

"

22

Rehearsal Space B-8 44 Occ.

OCCUPANCY GROUP

GENERAL NOTES ZONING CODE SUMMARY THE CM2 ZONE IS A MEDIUM-SCALE, COMMERCIAL MIXED USE ZONE INTENDED FOR SITES IN A VARIETY OF CENTERS AND CORRIDORS, IN OTHER MIXED USE AREAS THAT ARE WELL SERVED BY FREQUENT TRANSIT, OR WITHIN LARGER AREAS ZONED FOR MULTI-DWELLING DEVELOPMENT. BUILDINGS IN THIS ZONE ARE GENERALLY EXPECTED TO BE UP TO FOUR STORIES, EXCEPT IN LOCATIONS WHERE BONUSES ALLOW UP TO FIVE STORIES.

Coversheet General Notes & Life Safety Sustainability Sustainabiltiy Site Plan Site Plan Existing Site Sections Foundation and Basement Structural Plan Level 1 and 2 Structural Plan Level 3 and Roof Structural Section and Details Structural Axonometric and Details Floor Plan Basement Level Floor Plan Ground Level Floor Plan Level 2 Floor Plan Level 3 Roof Plan Elevations Elevations Building Sections Section-Elevation Composite Enlarged Wall Sections Envelope Details Details Reflected Ceiling Plans Schedules Mechanical Plans Mechanical Plan and Sections

G G-001 G-050 G-051 L-101 L-102 L-301 S-101 S-102 S-103 S-501 S-502 A-101 A-102 A-103 A-104 A-105 A-201 A-202 A-301 A-401 A-501 A-502 A-503 A-601 A-701 M-101 M-102

MAX HEIGHT: 45' INCREASES TO 65' WITH BONUS PROVISIONS PER TITLE 33.103 TABLE 130-3 INCLUSION OF AFFORDABLE COMMERCIAL SPACE AND AFFORDABLE/INCLUSIONARY HOUSING MAX FAR: 2.5:1 INCREASING TO 4:1 WITH BONUS PROVISIONS PER TITLE 33.103 TABLE 130-3 INCLUSION OF AFFORDABLE COMMERCIAL SPACE AND AFFORDABLE/INCLUSIONARY HOUSING ENERGY REQUIREMENTS

SITE AREAS TOTAL SITE: 40,000 SF TOTAL GROSS BUILDING AREA: 45,650' SF SITE TO BE SUBDIVIDED FOR HOUSING: 10,000 SF REMAINING SITE FOR BUILDING: 30,000 SF PERMEABLE PAVING: LANDSCAPE: HARDSCAPE: STREET ROW LANDSCAPE:

General Notes & Life Safety G-001

SUSTAINABLE STRATEGIES EMPLOYED RESPONSE TO CLIMATE CONSULTANT DATA AND SUGGESTIONS FOR PASSIVE SOLAR HEATING FACE MOST OF THE GLASS AREA SOUTH TO MAXIMIZE WINTER SUN EXPOSURE, AND DESIGN OVERHANGS TO FULLY SHADE IN SUMMER BUILDING IS CLAD IN INSULATED, OPERABLE, VERTICAL LOUVRES WITH THERMAL BREAKS ON ALL FACES EXCEPT LEVEL TWO'S SOUTH FACING PATIO, WHICH HAS FULLY SHADED OVERHANGS FROM LEVEL THREE. WINDOW OVERHANGS (DESIGNED FOR THIS LATITUDE) OR OPERABLE SUNSHADES (AWNINGS THAT EXTEND IN SUMMER) CAN REDUCE OR ELIMINATE AIR CONDITIONING INSULATING BLINDS, HEAVY DRAPERIES, OR OPERABLE WINDOW SHUTTERS WILL HELP REDUCE WINTER NIGHT TIME HEAT LOSSES IF AUTOMATICALLY CONTROLLED. OPERABLE SHADES/LOUVERS ON EXTERIOR WILL PERFORM BETTER THAN INTERIOR. ALL LEVELS WILL HAVE INSULATING INTERIOR CURTAINS AS WELL. BUILDING WILL REQUIRE MINIMAL AIR CONDITIONING, AND SHG AND THERMAL MASSING WILL ASSIST IN MINIMIZING WINTER HEAT CONTROL.

SOLSTICE COURTYARD SHADING/SUN

SEE A-502/3

ON HOT DAYS CEILING FANS OR INDOOR AIR MOTION CAN MAKE IT SEEM COOLER BY 5 DEGREES F (2.8C) OR MORE, THUS LESS AIR CONDITIONING IS NEEDED A WHOLE-HOUSE FAN OR NATURAL VENTILATION CAN STORE NIGHTTIME 'COOL' IN HIGH MASS INTERIOR SURFACES (NIGHT FLUSHING), TO REDUCE OR ELIMINATE AIR CONDITIONING A HEAT RECOVERY VENTILATION SYSTEM AND WHOLE BUILDING FAN SYSTEM WILL BE EMPLOYED THROUGHOUT. OPERABLE WINDOWS ARE PLACED THROUGHOUT FOR PASSIVE NIGHT FLUSH AND CROSS VENTILATION.

quinn mccallum-law Arch 586 Professor Travis Bell

LOCATE STORAGE AREAS OR GARAGES ON THE SIDE OF THE BUILDING FACING THE COLDEST WIND TO HELP INSULATE SPACES REQUIRING ENCLOSURE HAVE BEEN LOCATED ON NORTH SIDE OF BUILDING TO EMPLOY ZONAL TEMPERATURE CONTROL.

1

SHUTTER DETAIL SKETCH 1" = 1'-0"

Site Plan SUMMER SOLSTICE 1" = 40'-0"

FOOTPRINT ORIENTED SOLAR ANGLE OF SUMMER AFTERNOOON/ EVENING TO PREVENT EXCESSIVE SUMMER SHG

CLIMATE RESPONSIVE BUILDINGS IN COOL OVERCAST CLIMATES USED LOW MASS TIGHTLY SEALED, WELL INSULATED CONSTRUCTION TO PROVIDE RAPID HEAT BUILDUP IN MORNING BUILDING WILL UNDERGO AIR INFILTRATION TESTS TO ENSURE IT IS WELL SEALED. SHUTTER/LOUVRE SYSTEM IS USER CONTROLLED CLIMATE RESONSIVE SYSTEM. TILES OR SLATE (EVEN ON WOOD FLOORS) PROVIDE ENOUGH SURFACE MASS TO STORE WINTER DAYTIME SOLAR GAIN AND SUMMER NIGHTTIME 'COOL' RAISED DECK FLOORING WILL EMPLOY FINISH TREATMENTS WHERE POSSIBLE TO EMPLOY THERMAL MASSING STRATEGIES. STRUCTURE IS CONCRETE WHICH WILL PROVIDE ADDITIONAL THERMAL MODULATION.

BUILDING WILL SHADE EASTERN NEIGHBORS IN EVENING

ORGANIZE FLOORPLAN SO WINTER SUN PENETRATES INTO DAYTIME USE SPACES WITH SPECIFIC FUNCTIONS THAT COINCIDE WITH SOLAR ORIENTATION COURTYARD PROVIDES ADDITIONAL DAYLIGHTING THROUGH CORE OF BUILDING. SEE OTHER NOTES ON EXTERIOR LOUVRE SYSTEM.

OPERABLE LOUVRES CLOSED/ADJUSTED TO PREVENT SOLAR GAIN ON WEST ELEVATION

EXTRA INSULATION (SUPER INSULATION) MIGHT PROVE COST EFFECTIVE, AND WILL INCREASE OCCUPANT COMFORT BY KEEPING INDOOR TEMPERATURES MORE UNIFORM BUILT UP ROOF AND DROPPED CEILING SYSTLEM IN STRATEGIC AREAS, LOUVRE SYSTEM WILL INCREASE THERMAL BREAKS AND INSULATION. SUNNY WIND-PROTECTED OUTDOOR SPACES CAN EXTEND OCCUPIED AREAS IN COOL WEATHER (ENCLOSED PATIOS, COURTYARDS OR VERANDAS) BUILDING HAS A ~2800 S.F. COURTYARD ACCESSIBLE FROM ALL FLOORS WITH PARTIAL COVER. LEVEL TWO AND THREE HAVE ADDITIONAL EXTERIOR SPACE COVERED AND UNCOVERED. HIGH EFFICIENCY HEATORS OR BOILERS (AT LEAST ENERGY STAR) SHOULD PROVE COST EFFECTIVE IN THIS CLIMATE ALL SYSTEMS WILL EMPLOY ENERGY STAR OR BETTER PERFORMANCE RATINGS.

2 Site Plan SUMMER SOLSTICE EVENING 1" = 40'-0"

3 SPRING EQUINOX

4 SUMMER SOLSTICE

HEAT GAIN FROM LIGHTS, OCCUPANTS, AND EQUIPMENT GREATLY REDUCES HEATING NEEDS SO KEEP BUILDING TIGHT, WELL INSULATED (TO LOWER BALANCE POINT TEMPERATURE) COVERED IN ABOVE NOTES. PROVIDE DOUBLE PANE HIGH PERFORMANCE GLAZING (LOW-E) ON WEST, NORTH, AND EAST, BUT CLEAR ON SOUTH FOR MAXIMUM PASSIVE SOLAR GAIN ALL GLAZING WILL BE ADDRESSED PER RECOMMENDATIONS.

5

SUMMER SOLSTICE 6 PM

6

FALL EQUINOX

7

WINTER SOLSTICE

EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

Sustainability G-050

EXTENSIVE GREEN ROOF (~6") FOR STORMWATER RETENTION

COURTYARD AND VIEWING BACONIES ORIENTED TO MAXIMIZE DAYLIGHTING AND MINIMIZE NEGATIVE SHG

180° OPERABLE LOUVRES CREATE INSULATED EXTERIOR SHELL W/ THERMAL BREAK

DROP CEILING BELOW ALL ROOF AND ROOF PATIOS

quinn mccallum-law Arch 586 Professor Travis Bell

LEVEL 2 EXPOSED GLAZING PROTECTED FROM SUMMER SOLAR GAIN ENCLOSED ROOMS LOCATED ON NORTH AND WEST OF BUILDING FOR ZONAL CONDITIONING

POST TENSIONED SLAB UNDER PRESSURIZED UFAD RAISED FLOOR SYSTEM

COMPACTED GRANITE PERMEABLE PLAZA/PARKING

TRANSOM WINDOWS ALTERNATING WITH 3" RIGID INSULATION SPANDRELS

POST TENSIONED SLAB EXPOSED GROUND FLOOR (THERMAL MODULATION)

SEE DETAIL OF LOUVRE/SHUTTER SYSTEM A110 A111 HIGH PERFORMANCE BUILDING ENVELOPE W/ LOW E GLAZING, LOW U CONDUCTIVITY AND AIR INFILTRATION WILL BE COMBINED WITH HRV OR ERV ALL STORMWATER WILL BE TREATED ON SITE THROUGH A SYSTEM OF FLOW-THROUGH FILTRATION AND SUBSURFACE DRY-WELLS

SUSTAINABLE SYSTEMS (NTS) 12" = 1'-0"

June 21

E

E

4:23 AM

12:00 PM

N

N

December 21 7:49 AM

12:00 PM

8:00 PM

S

S

4:26 PM

W

1 SUN DIAGRAM SUMMER SOLSTICE

W

2 SUN DIAGRAM WINTER SOLSTICE

Sustainabiltiy G-051 EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

REFERENCE ROOF PLAN AND ASSOCIATED FLOOR PLANS DETAILS FOR ROOF, TERRACE, AND ENTRY DESIGN AND DETAILS.

1

SE 82ND AVENUE

L-301

EXISTING ALLEY

PROPOSED PROPERTY LINE

EXISTING CURB CUT SIDEWALK TO REMAIN PATCH AND REPAIR AS NEEDED

ALL HARDSCAPE TO SLOPE AWAY FROM BUILDING(1/48) UNLESS OTHERWISE NOTED. SEE GROUND FLOORPLAN FOR ADDITIONAL ADA INFORMATION

quinn mccallum-law Arch 586 Professor Travis Bell

"PARKING PLAZA" (PARKING NOT REQUIRED) TO BE USED AS NEEDED COMPACTED GRAVEL OVER SUB SURFACE DRYWELLS

PRIMARY ENTRANCE LOCATED BELOW W/ADA 1/12 RAMP

UTILITIES CONNECTION UNDERGROUND SEWER, GAS, ELECTRIC

1 1/2" / 12"

45' - 2 3/4" 20' - 0"

.5 "/1 2"

2" " /1 .5

32' - 0"

5" / 12" 5" / 12"

EXISTING CURB CUT SIDEWALK TO REMAIN PATCH AND REPAIR AS NEEDED

PHASE 2 HOUSING

32' - 0"

WALKWAY SHARED W FUTURE HOUSING TO BE INCLUDED IN PHASE 1 CONSTRUCTION

32' - 0"

PRIMARY ENTRANCE LOCATED BELOW .5" /1 2"

.5"/12"

PRIMARY ENTRANCE

0' - 0"

7 1/2" /

12"

2" /1 " .5

20' - 0"

SE CLINTON STREET NEW SIDEWALK AND CURB FROM BUILDING EDGE TO CURB

UTILITIES CONNECTION UNDERGROUND SEWER, PHASE 2 HOUSING TO USE SAME TIE-IN

SE 82ND AVENUE

SE CLINTON STREET

1 Site Plan 1" = 20'-0"

EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

Site Plan L-101

SE 82ND AVENUE

1

L-301

EXISTING ALLEY

quinn mccallum-law Arch 586 Professor Travis Bell

EXISTING DRIVE CURB CUT TO REMAIN PATCH AND REPAIR AS NEEDED

EXISTING SIDEWALK TO REMAIN PATCH AND REPAIR AS NEEDED

EXISTING SURFACE PARKING

PHASE 2 LOW INCOME HOUSING

PROPOSED PROPERTY LINE

BUS STOP

SE CLINTON STREET CURB EXISTING, NO SIDEWALK EXISTING

SE 82ND AVENUE

SE CLINTON STREET

1

Site Plan Existing 1" = 20'-0"

Site Plan Existing L-102 EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

2

A-301

DRAIN INSIDE UTILITY SHAFT

quinn mccallum-law Arch 586 Professor Travis Bell

43' - 5 31/32"

45' - 11 31/32"

63' - 0 3/32"

DRAIN INSIDE WALL CAVITIES

8" COMPACTED GRANITE WEED BARRIER

ROAD BASE DRYWELL EXCAVATION TO BE REMOVED

1 Site Section 3/32" = 1'-0"

PROPOSED SUBDIVISION PROPERTY LINE

EXISTING PROPERTY LINE

Roof 44' - 0"

Level 3 32' - 0"

EXISTING NEIGHBORING RESIDENTIAL

3 A-301 2 A-301

Level 2 20' - 0" PHASE 2 HOUSING

Mezzazine 9' - 0"

Level 1 0' - 0"

Basement -20' - 0" B.O. Footing -24' - 0" 2 Site Section 2 3/32" = 1'-0"

Site Sections L-301 EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

1

7

7

Sim

LOAD INFORMATION:

S-501

DEAD LOAD: 5,002,500 POUNDS LIVE LOAD: 4,600,000 POUNDS TOTAL: 9,602,500 POUNDS BASEMENT LEVEL: SLAB WITH COLUMN FOOTINGS

6

6

LEVEL 1: 9" POST TENSIONED SLAB W/ FOOTINGS IN KEY POINTS LEVEL 2: 9" POST TENSIONED SLAB W/ PERIMETER BAND BEAM AND ADDITIONAL P.T. BEAM OVER LEVEL 1 THEATRE. ADDITIONAL REBAR AND PLATE BEAMS REQUIRED IN AREAS OF CANTILEVER.

5

LEVEL 3: 9" POST TENSIONED SLAB W/ PERIMETER BAND BEAM. ADDITIONAL REBAR AND PLATE BEAMS REQUIRED IN AREAS OF CANTILEVER.

5

quinn mccallum-law Arch 586 Professor Travis Bell

ROOF: 12" POST TENSIONED SLAB W/ PERIMETER BAND BEAM. ADDITIONAL REBAR AND PLATE BEAMS REQUIRED IN AREAS OF CANTILEVER. STRUCTURAL GENERAL NOTES:

4

4

SHEAR WALL -REINFORCED CONCRETE, TYPICAL.

3

3

2

2

1

1

A B.O. Footing 1 1/16" = 1'-0"

B

C

D

E

F

G

PERFORATIONS PER PLANS ONLY

A

B

C

D

E

F

1. POST TENSIONED SLAB W DROP PLATE AND CAP SERVES AS MOMENT FRAME CONNECTION. 2. ADDITIONAL SHEAR PER ENGINEERING VIA SIZING OF VERTICAL SHAFTS. 3. ALL SIZING TO BE APPROVED/MODFIED

BY ENGINEER OF RECORD. 4. ADDITIONAL REBAR AND PLATE/SLAB BEAMS REQUIRED IN AREAS OF CANTILEVER OVER 50% OF COLUMN FEEDER AREA

G

Basement 2 1/16" = 1'-0"

EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

Foundation and Basement S-101

1

Sim

S-501

7

6

6

2

12 x 24

S-501

12 x 24

7

Sim

12 x 24

1

18" Typ.

5

1

5

4

E

4

3

2

2

1

1

F STRUCTURAL GENERAL NOTES:

UP

3 Mezzazine Event 1/16" = 1'-0"

UP

3

quinn mccallum-law Arch 586 Professor Travis Bell

UP

1. POST TENSIONED SLAB W DROP PLATE AND CAP SERVES AS MOMENT FRAME CONNECTION. 2. ADDITIONAL SHEAR PER ENGINEERING VIA SIZING OF VERTICAL SHAFTS. 3. ALL SIZING TO BE APPROVED/MODFIED

BY ENGINEER OF RECORD. 4. ADDITIONAL REBAR AND PLATE/SLAB BEAMS REQUIRED IN AREAS OF CANTILEVER OVER 50% OF COLUMN FEEDER AREA

TYPICAL POST TENSIONED CABLE LAYOUT

POST TENSIONED CABLE LOCATIONS THROUGHOUT, TYP.

A

B

1 Level 1 1/16" = 1'-0"

C

D

E

F

G

A

B

C

D

E

F

G

2 Level 2 1/16" = 1'-0"

LOAD INFORMATION: DEAD LOAD: 5,002,500 POUNDS LIVE LOAD: 4,600,000 POUNDS TOTAL: 9,602,500 POUNDS BASEMENT LEVEL: SLAB WITH COLUMN FOOTINGS

5

LEVEL 1: 9" POST TENSIONED SLAB W/ FOOTINGS IN KEY POINTS LEVEL 2: 9" POST TENSIONED SLAB W/ PERIMETER BAND BEAM AND ADDITIONAL P.T. BEAM OVER LEVEL 1 THEATRE. ADDITIONAL REBAR AND PLATE BEAMS REQUIRED IN AREAS OF CANTILEVER.

4

LEVEL 3: 9" POST TENSIONED SLAB W/ PERIMETER BAND BEAM. ADDITIONAL REBAR AND PLATE BEAMS REQUIRED IN AREAS OF CANTILEVER. ROOF: 12" POST TENSIONED SLAB W/ PERIMETER BAND BEAM. ADDITIONAL REBAR AND PLATE BEAMS REQUIRED IN AREAS OF CANTILEVER.

A 4

B

Mezzazine Kitchen 1/16" = 1'-0"

EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

Structural Plan Level 1 and 2 S-102

1

Sim

S-501

7

7

1

Sim

S-501

LOAD INFORMATION: DEAD LOAD: 5,002,500 POUNDS LIVE LOAD: 4,600,000 POUNDS

6

6

TOTAL: 9,602,500 POUNDS BASEMENT LEVEL: SLAB WITH COLUMN FOOTINGS LEVEL 1: 9" POST TENSIONED SLAB W/ FOOTINGS IN KEY POINTS

5

LEVEL 2: 9" POST TENSIONED SLAB W/ PERIMETER BAND BEAM AND ADDITIONAL P.T. BEAM OVER LEVEL 1 THEATRE. ADDITIONAL REBAR AND PLATE BEAMS REQUIRED IN AREAS OF CANTILEVER.

5

LEVEL 3: 9" POST TENSIONED SLAB W/ PERIMETER BAND BEAM. ADDITIONAL REBAR AND PLATE BEAMS REQUIRED IN AREAS OF CANTILEVER.

4

quinn mccallum-law Arch 586 Professor Travis Bell

ROOF: 12" POST TENSIONED SLAB W/ PERIMETER BAND BEAM. ADDITIONAL REBAR AND PLATE BEAMS REQUIRED IN AREAS OF CANTILEVER.

4

STRUCTURAL GENERAL NOTES: UP

1. POST TENSIONED SLAB W DROP PLATE AND CAP SERVES AS MOMENT FRAME CONNECTION. 2. ADDITIONAL SHEAR PER ENGINEERING VIA SIZING OF VERTICAL SHAFTS. 3. ALL SIZING TO BE APPROVED/MODFIED

BY ENGINEER OF RECORD. 4. ADDITIONAL REBAR AND PLATE/SLAB BEAMS REQUIRED IN AREAS OF CANTILEVER OVER 50% OF COLUMN FEEDER AREA

UP

3

3

2

2

12 x 24

1

A 1 Level 3 1/16" = 1'-0"

B

C

D

1

E

F

G

A

B

C

D

E

F

G

2 Roof 1/16" = 1'-0"

EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

Structural Plan Level 3 and Roof S-103

Rebar Sized Per Engineering 2 S-502

9" Post Tensioned Slab

Rebar Sized Per Engineering

Roof 44' - 0"

8"x20" Band Beam

Rebar Sized Per Engineering SLAB POST TENSIONED CABLE (NOT INLINE W/ COLUMN GRID)

0ffice

0' - 9"

3-0

quinn mccallum-law Arch 586 Professor Travis Bell

0' - 8"

STRUCTURAL GENERAL NOTES:

Level 3 32' - 0"

2' - 0"

Tensioner

Post Tensioned Cable Classroom

Common Area

2-3

2-6

1. POST TENSIONED SLAB W DROP PLATE AND CAP SERVES AS MOMENT FRAME CONNECTION. 2. ADDITIONAL SHEAR PER ENGINEERING VIA SIZING OF VERTICAL SHAFTS. 3. ALL SIZING TO BE APPROVED/MODFIED

BY ENGINEER OF RECORD. 4. ADDITIONAL REBAR AND PLATE/SLAB BEAMS REQUIRED IN AREAS OF CANTILEVER OVER 50% OF COLUMN FEEDER AREA

2 S-501

Rebar Sized Per Engineering Level 2 20' - 0"

Rebar Sized Per Engineering 18" X 24" POST TENSIONED BEAM THEATRE ONLY

1' - 6"

Column Cap and Punch Plate

4' - 0"

2 Column Beam and Slab Theatre 1" = 1'-0"

18" Round Column

1' - 6"

Mezzazine 9' - 0" Black Box Theatre

Rebar Sized Per Engineering

1-1

Rebar Sized Per Engineering

Level 1 0' - 0"

Post Tensioned Cable 1' - 0"

Rebar Sized Per Engineering

Rebar Sized Per Engineering INSULATION ON ALL FOOTINGS COMPACTED GRAVEL

1' - 0"

Studio

B-1 Insulation

Compacted Earth

Foundation Stem Wall

3 S-501

Compacted Base Insulation

12" Slab Basement -20' - 0"

B.O. Footing -24' - 0" 0' - 4"

1 Structural Section 1/4" = 1'-0"

EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

3 Foundation to Column Typical 1" = 1'-0"

3' - 0"

Structural Section and Details S-501

POST TENSIONED CABLE (NOT IN LINE W/ COLUMN GRID)

BAND BEAM

quinn mccallum-law Arch 586 Professor Travis Bell 1' - 11 15/32"

3' - 6"

TENSIONER

STRUCTURAL GENERAL NOTES:

REBAR SIZED PER ENGINEERING

2

1. POST TENSIONED SLAB W DROP PLATE AND CAP SERVES AS MOMENT FRAME CONNECTION. 2. ADDITIONAL SHEAR PER ENGINEERING VIA SIZING OF VERTICAL SHAFTS. 3. ALL SIZING TO BE APPROVED/MODFIED

BY ENGINEER OF RECORD. 4. ADDITIONAL REBAR AND PLATE/SLAB BEAMS REQUIRED IN AREAS OF CANTILEVER OVER 50% OF COLUMN FEEDER AREA

Structural Detail - Roof Band Beam 1" = 1'-0"

1 3D Structural Axon

EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

Structural Axonometric and Details S-502

1 A-301 10' - 3 13/32"

60' - 9 9/32"

33' - 1 11/32"

Studio

B-1 ° .00 135

6

4' - 6 5/32"

9' - 10 7/16"

8' - 9 23/32"

12' - 0 9/32"

quinn mccallum-law Arch 586 Professor Travis Bell

14' - 11 29/32"

21' - 9 17/32"

135 .00 °

12' - 5 27/32" 5' - 0 3/16" 4' - 11 13/16"

18' - 4 3/4"

11' - 3 1/16"

7

32' - 8 1/2"

10' - 2"

5

19' - 2 3/32"

8' - 8"

4' - 11" 4' - 11"

8' - 6 3/4"

7' - 11"

5' - 4 7/8"5' - 9 1/8"

0' - 9 13/16"12' - 6 1/8"

B-9

24' - 0"

12' - 0"

135 .00 °

Storage/Mechanical

10' - 8 21/32"

° .00 135

18' - 9"

5' - 4"

4' - 8"

Circulation 28' - 10 3/16"

Circulation

8' - 0"

16' - 7"

B-14

B-14 88

4

.0

13' - 4 29/32"

0°

B-8 Circulation

Circulation

45' - 0"

B-14

B-14 6' - 0" 5' - 7 3/8"

Costume Shop

B-5

6' - 6"

10' - 0"

15' - 3 9/16"

11' - 2"

B-7

5' - 0"

13' - 0 3/32"

28' - 10 1/32"

23' - 7 7/8"

2

7' - 4 1/4"

7' - 10 1/8"

17' - 8 1/32"

Dressing

5' - 6"

7' - 6 3/32"

8' - 0"

25' - 1 3/4"

12' - 3 5/16"

24' - 3 11/16"

3

Prop Shop

B-6

41' - 5 1/4"

121' - 2 19/32"

8' - 6 11/32"

Rehearsal Space

18' - 9 5/32"

49' - 7 7/16"

104' - 8 1/32"

A-301

30' - 2 11/16"

3

33' - 6"

A-301

6' - 1 1/16"

49' - 6"

2

52' - 11 13/16"

1 97' - 5 5/32"

A

1

B

C

D

E

F

G

Basement 3/32" = 1'-0"

EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

Floor Plan Basement Level A-101

1 A-201

L-301

2

-0'-- 0" 2" 2'

1 -0'-- 0" 2" 2'

S-501

2 M-102

1

2 A-503

1 A-503

A-301

7

5' - 6 21/32"

3 A-503

PROPOSED PROPERTY LINE

2

39' - 1" ° .7 4 27

1/12

1/12 2" /3 15 5 '10

DN '22

'24

1/4"

21' - 2"

23' - 6

ENTRY (COVERED)

/8" 43

.

89

38' - 0 3/16"

6"

6

° 53

Lobby 1' - 0 1/4"

10 1/11-5 6" 23' - 10 7/16"

15' - 2 15/16"

5 1' - 7" 3' - 8 15/16" 4' - 8" 4' - 8"

31' - 1 15/32"

1-2

Black Box Theatre

1-1 -0'-- 0" 2" 0'

19' - 4 3/4"

5' - 1"

39' - 6 1/8"

E UP

2

Circulation

19' - 4 1/32"

A-202 2

1

13' - 10 5/16"

A-301

DN 21' - 6 27/32" UP

24

A-202

13

6

"

° .09 35

3

7 '-

2 /3

Floor Plan Mezzazine Level Event Space 1/8" = 1'-0"

13' - 3 3/8"

104' - 9 15/16"

3

F

1-4

4 A-301

1

10' - 8 11/16"

Ticket Office 12' -

9' - 4 7/16"

13' - 10 11/16"

24' - 0"

00° 48.

2

quinn mccallum-law Arch 586 Professor Travis Bell

° .69 53

-0'-- 0" 2" 0'

Lobby

1-2 Circulation

52

A-503

° .0 0

'14

2" 5/3 2 9

1/16"

5

'18 " /16 89

2'

2

" -0

-0'-- 0" 2" 0'

" -8

14' - 0"

4'

DN

UP -5

A-501

2" 7/3

2

6"

3/ 8"

.04 °

10' - 7 1/2"

8

4'

1

" -8

1 81 .1 6°

13 '-

2" 5/3 81

A-401

4'

3

'14

1-3

2" 7/3

Flex Event Space

" -8

-8

0'

8'

ENTRY

89

26' - 7

1-4

4

ENTRY (COVERED)

4

UP

12

'-

1

11

/1

A-502

ENTRY

2 A-301 L-301

7/16" 81' - 11

3

UP

A-301

2 1 A-201 A-401

A

B 24' - 1 31/32"

C 24' - 1 31/32"

D

E

F

A

G

B

10' - 1 1/4"

1 Level 1 3/32" = 1'-0"

EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

3 Floor Plan Mezzanine Level Kitchen 1/8" = 1'-0"

Floor Plan Ground Level A-102

A-201 2

1 1

L-301

A-301 3

2

M-102

M-102

1

CAP END OF WALL W/ 5/8" TYP X ALIGN TO MULLIONS OR CENTER OF GLAZING

S-501

7

Classroom

Classroom

2-1

2-2

quinn mccallum-law Arch 586 Professor Travis Bell

IN FLOOR UFAD REHEATING FAN-COIL UNIT

Classroom

2-3 Classroom

6

2-4

Office

2-7

Common Area Classroom

2-6

2-4

5

2 A-103

Common Area

2-6 1

A-202 2

A-202

4 DN

2

UP

A-301

3

UP

A-301

DN

OTB

2 Level 2 - Enlarged Plan 1/2" = 1'-0"

3 4

Office

A-503

2-8

WALL BELOW

Classroom

DOUBLE GLAZING

2-5

2

AIR GAP 1

Classroom

A-501 0' - 4 1/8"

2-5

3 A-103

1

DOUBLE GLAZING 1 A-502

3 Level 2 - Callout Glaving Mullion Detail 1" = 1'-0"

2 1 A-201 A-401

A

1

B

C

D

E

F

G

Level 2 3/32" = 1'-0"

Floor Plan Level 2 A-103 EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

NOTES: 1. OPEN OFFICE PLAN BUILT TO "VANILLA SHELL" STANDARDS. 2. ALL HVAC (UFAD AND FANCOIL TO BE OPERATIONAL.) 3. ALL PLUMBING TO BE OPERATIONAL AND BUILT TO FINISHED QUALITY. 4. ADDITIONAL BUILDOUT AND ANY MODIFICATIONS TO BE INCLUDED IN T.I. PERMIT SET. 5. LEVEL 3 INCLUDED TO CONFORM TO AFFORDABLE COMMERCIAL SPACES BONUS OPTIONS IN CM2 ZONING.

A-201 2

1 1

L-301

A-301 3

2

M-102

M-102

1 S-501

7

quinn mccallum-law Arch 586 Professor Travis Bell

6

5 0ffice

3-0

1

A-202 2

A-202

4 DN

2

DN

A-301

UP

3 A-301

OTB 3 4 A-503

2

3 A-401

1

2 1 A-201 A-401

A

B

C

D

E

F

G

1 Level 3 3/32" = 1'-0"

EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

Floor Plan Level 3 A-104

1 A-201

L-301

2

1 S-501

2

3 1 M-102

M-102

A-301

7

quinn mccallum-law Arch 586 Professor Travis Bell

1 1/2" / 12"

6

5 2"/12"

.5 "/1 2"

2" " /1 .5

1

A-202 2

A-202

A-301

2"/12"

3 A-301

5" / 12"

5" / 12"

2

2"/12"

4

OTB 3

4 .5" /1 2"

A-503 2" /1 " .5

7 1/2" /

12"

.5"/12"

2

3 A-401

1

2 1 A-201 A-401

A 1

B

C

D

E

F

G

Roof 3/32" = 1'-0"

Roof Plan A-105 EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

1 A-301 1

2

L-301

M-102

WALL SYSTEM DESCRIPTION TYPICAL WALL SYSTEM CONSISTS OF EQUIVALENT TO METAL RAINSCREEN FOR A WHOLE-WALL R VALUE OF R-23.

3

ELEMENTS: INSULATED METAL LOUVRES: R-13 STORE FRONT WINDOW: U .11 (R-9) OR BETTER LOW PERM GLAZING SYSTEM WITH INTEGRAL SPANDRAL PANELS AT CEILING HEIGHT (R-15 RIGID INSULATION)

M-102

3 4

1

A-401

S-501

A-503

INSULATED ACM METAL CLADDING OR SIMILAR INSULATING PARAPET AND SLAB EDGES CONTINUOUS INSULATION THROUGHOUGHT

Roof 44' - 0"

1 2

Level 3 32' - 0"

A-501

OPERABLE SHUTTERS/LOUVRES DESCRIPTION: ALL LOUVRES OPERATE AT +180° (CLOSED TO CLOSED) ON A GEARED, ROD ACTUATOR EXCEPT AROUND FRESH AIR INTAKE AT NORTHEAST ENTRY OPERATE IN SECTIONS OF ~8' - 12" WITH THERMAL BREAKS AND WEATHERSTRIPPING AT BREAKS. THIS CREATES CELLULAR INSULATION SYSTEM I.E. WHEN ONE SECTION IS OPEN. THERMAL QUALITIES OF CLOSED REMAIN FUNCTIONAL.

quinn mccallum-law Arch 586 Professor Travis Bell

LOUVRES WILL BE THERMALLY BROKEN AND HAVE INTERMEDIATE WEATHER STRIPPING THROUGHOUT. 1 4 A-502 A-502

ONE SIDE WILL BE LIGHT COLOR ANODIZED, THE OTHER WILL BE BLACK FOR HEAT EXPLUSION/RETENTION. THIS WILL ALSO BE BENEFICIAL FOR DAYLIGHTING SCHEMES.

Level 2 20' - 0"

Mezzazine 9' - 0" 2 A-502

Level 1 0' - 0"

2 A-401

Sim

1 South 1/8" = 1'-0"

1 A-301

2

1

M-102

L-301 3 M-102

1 S-501

3 A-401

4 A-503

Roof 44' - 0"

1 2 A-501

Level 3 32' - 0"

1 4 A-502 A-502

Level 2 20' - 0"

Mezzazine 9' - 0" 2 A-502

Level 1 0' - 0"

2 North 1/8" = 1'-0"

EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

Elevations A-201

2 A-301 L-301 3

1

2

3

A-301

4

5

6

7

Roof 44' - 0"

Level 3 32' - 0"

quinn mccallum-law Arch 586 Professor Travis Bell

Level 2 20' - 0"

Mezzazine 9' - 0"

Level 1 0' - 0"

1

East 1/8" = 1'-0" 2 A-301 L-301

7

6

5

4

3 A-301

3

2

1

Roof 44' - 0"

Level 3 32' - 0"

Level 2 20' - 0"

Mezzazine 9' - 0"

Level 1 0' - 0"

2

West 1/8" = 1'-0"

EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

Elevations A-202

0ffice

0ffice

3-0

3-0

Classroom

Common Area

Classroom

2-2

2-6

2-5

quinn mccallum-law Arch 586 Professor Travis Bell

A

Lobby

1-2 Flex Event Space

1-3

Roof 44' - 0"

Rehearsal Space Circulation

B-14

B-8

Costume Shop

B-5

Level 3 32' - 0" 1

NORTH SOUTH SECTION 1" = 10'-0"

Level 2 20' - 0"

Mezzazine 9' - 0"

Level 1 0' - 0" Roof 44' - 0"

Level 3 32' - 0"

Basement -20' - 0"

Level 2 20' - 0"

Mezzazine 9' - 0"

3 STAIR SECTION 1/8" = 1'-0"

Level 1 0' - 0"

Basement -20' - 0" B.O. Footing -24' - 0" 2

EAST WEST SECTION 1" = 10'-0"

Building Sections A-301 EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

quinn mccallum-law Arch 586 Professor Travis Bell

3 4

3' - 5 21/32"

EXTENSIVE GREEN ROOF ~6"

A-401

A-503

INSULATION

180°+ OPERABLE LOUVRE INSULATED R-13

AL. PARAPET CAP/ ACM CLADDING W/CONTINUOS INSULATION

Roof 44' - 0" OPERATING MECH SEE DETAIL SKETCH A109

9' - 0"

TRANSOM/ SPANDREL

STOREFRONT SYSTEM U .11 OR BETTER

2' - 2"

3' - 0"

Level 3 32' - 0"

SOFFIT W/ DRIP EDGE AND CONT. INSULATION

GUARDRAIL 48" ROOF DECK ON STANCHION AIR GAP

1 A-502

Level 2 20' - 0"

4 A-502

VAPOR BARRIER HORIZONTAL WEATHERSTRIP SEE DETAILS SPANDREL R-15

16' - 10"

ADDITIONAL MULLION SUPPORTS AS NEEDED PER LOUVRE BREAKS

1 A-501 2 A-501

Sim

Sim

Mezzazine 9' - 0"

OPERABLE WINDOW TEMPERED GLASS 2 A-502

Level 1 0' - 0"

1

South FENESTRATION 1/4" = 1'-0"

2

South LOUVRES 1/4" = 1'-0"

EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

3

Wall Section 1/4" = 1'-0"

Section-Elevation Composite A-401

SOFFIT W/ DRIP EDGE AND CONT. INSULATION

SOFFIT W/ DRIP EDGE AND CONT. INSULATION

SPANDREL R-15 ABOVE DOORS

SPANDREL R-15 ABOVE DOORS

GUARDRAIL 48"

GUARDRAIL 48"

ROOF DECK ON STANCHION

ROOF DECK ON STANCHION

AL. PARAPET CAP/CLADDING W/CONT. INSULATION

AL. PARAPET CAP/CLADDING W/CONT. INSULATION

1 A-502 4 A-502

AIR GAP 4 A-502

1 A-502

quinn mccallum-law Arch 586 Professor Travis Bell

AIR GAP

VAPOR BARRIER

VAPOR BARRIER

OPERATING MECH SEE DETAIL SKETCH A110

OPERATING MECH SEE DETAIL SKETCH A110

HORIZONTAL WEATHERSTRIP SEE DETAIL SKETCH A110

HORIZONTAL WEATHERSTRIP SEE DETAIL SKETCH A110

DRIP EDGE

DRIP EDGE

SPANDREL R-15

SPANDREL R-15

TRANSOM/ SPANDREL

TRANSOM/ SPANDREL

180°+ OPERABLE LOUVRE INSULATED R-13

180°+ OPERABLE LOUVRE INSULATED R-13

STOREFRONT SYSTEM U .11 OR BETTER

STOREFRONT SYSTEM U .11 OR BETTER

WATER FLOW

ADDITIONAL LOUVER SUPPORT AS NEEDED

OPERABLE WINDOW TEMPERED GLASS

OPERABLE WINDOW TEMPERED GLASS

WEEP INTEGRATED INTO SILL

WEEP INTEGRATED INTO SILL GUTTER DRAIN TO SUBSURFACE DRYWELL

2 A-502

1 Wall Section Enlarged 1/2" = 1'-0"

2 A-502

2 Wall Section Water Management 1/2" = 1'-0"

EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

Enlarged Wall Sections A-501

OPERABLE WINDOW TEMPERED GLASS MULLION 180°+ OPERABLE LOUVRE INSULATED R-13

AL. PARAPET TRANSOM/ CAP/CLADDINGSPANDREL W/CONT. INSULATION

ROOF DECK ON STANCHION

WEEP INTEGRATED INTO SILL

AIR GAP

AIR GAP

VAPOR BARRIER

PERIMETER BAND BEAM

INSULATION

VAPOR BARRIER

9" SLAB

VERTICAL WEATHERSTRIP

STEM WALL

quinn mccallum-law Arch 586 Professor Travis Bell

DRIP EDGE

180°+ OPERABLE LOUVRE INSULATED R-13

GRATING GUTTER

SLAB (SLOPE 1:48 AWAY FROM BUILDING ALL INSTANCES)

Z CHANNEL 3/4" ACTUATOR ROD (1" AC CABLE IN CORNERS)

INSULATION

HORIZONTAL WEATHERSTRI P SEE DETAIL SKETCH A110

Gravel

DRIP EDGE TYPE X GYP. INSULATED SOFFIT

TRANSLUCENT CURTAIN LINED CURTAIN

1

SPANDREL R-15

Detail Parapet Roof Deck 1 1/2" = 1'-0"

2

Detail level 1 Foundation to Wall 1 1/2" = 1'-0" RUBBER WEATHER STRIPPING

UFAD PERIMETER GRILL DOUBLE STUD WALL GYP BOTH SIDES (DENSE DECK EXT)

VERTICAL MULLION

RIGID INSULATION FILLED LOUVRE

DECK FLUSH +- 1/2" WITH INTERIOR FLOOR

RAISED FLOOR

GEAR SYSTEM CAPABLE OF 180°+ OPERATION

SUPPORTS 9" POST TENSIONED SLAB

Typical Gear Drive Details Open 3 3" = 1'-0"

DROP CEILING

ADJUSTABLE SET SCREW FOR FITMENT

ACM CLADDING OR SIMILAR

RIGID INSULATION SUPPORT BRACKETS 4 Detail Roof Deck to Wall 1 1/2" = 1'-0"

5 Typical Gear Drive Details Closed 3" = 1'-0"

Envelope Details A-502 EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

3 A-503

Sim

quinn mccallum-law Arch 586 Professor Travis Bell

2 3' - 2 5/32"

2

2 A-503

Detail Typical Louvre Plan View Door 3" = 1'-0"

Sim

Roof 44' - 0"

1 Enlarged Plan Typical Louvre Plan View 1 1/2" = 1'-0"

Level 3 32' - 0"

Level 2 20' - 0"

Mezzazine 9' - 0"

HORIZONTAL MULLION LOUVRE ATTACHMENT POINT VERTICAL MULLION

Level 1 0' - 0"

3

Detail Typical Louvre Plan View Operation 3" = 1'-0"

4

COURTYARD WALL SECTION 1/4" = 1'-0"

Details A-503 EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

A-201 2

7

F

Classroom 2-1

7

Classroom Classroom

2-3

2-2 16' - 0"

quinn mccallum-law Arch 586 Professor Travis Bell

RETURN AIR ABOVE DROP CEILING

6

BATHROOM TYPE X MEZZANING TO FOLLOW EVENT SPACE SYSTEM

Office

TYPE X GYP DROP CEILING ON METAL STUD

3

2-7

E

Classroom 2-4

ACM SOFFIT TILE PATTERNED

Common Area 2-6

5 1 Common Area 2-6

5

A-202 2

1

1. Fire Sprinklers 30 GPM Drawn as 16' Radius throw. Spacing and layout to be verified in shop drawings.

2. Lighting to be mounted Center of Ceiling Plan first; Fire Sprinkler Supply lines to be mounted in Center of Acoustic Panels when applicable.

3. Sprinklers to be recessed in accordance with OSSC and NFPA recommendations and requirements for drop ceilings.

4. WALL SCONCE LED 5.CAN LIGHT LED 6. PENDANT LIGHT CIRCULAR LED 7. PENDANT LIGHT LINEAR LED

A-202

D

4

4

EXPOSED CONCRETE

WOOD SLAT OVER TYPE X DROP CEILING

WOOD SLAT ACOUSTICAL PANELS 10' HEIGHT

3

C 6

Office 2-8

16' TO HVAC BOTTOM

2 Classroom 2-5

2

PENDANT LAMP CEILING FANS ALL

B 2

1

ACM SOFFIT TILE PATTERNED

A 2 1

A-201 A-401

A

B

C

D

E

F

G

2 1 Level 2 3/32" = 1'-0"

EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

1

2 Level 1 1/8" = 1'-0"

Reflected Ceiling Plans A-601

Door Schedule Door MARK

102

10

Type 8 13 14 15 16 18 19 26 27 28 32 33 35

Width 3' - 0" 3' - 0" 2' - 10"

6' - 0" 0' - 0" 0' - 0" 0' - 0" 3' - 0" 2' - 6" 3' - 0" 0' - 0"

Room Schedule

Door Height

7' - 0" 6' - 8" 6' - 8"

7' - 0" 0' - 0" 0' - 0" 0' - 0" 7' - 0" 6' - 8" 6' - 8" 0' - 0"

Count 19 10 4 14 21 21 2 11 2 1 8 4 1

Thickness

Material

Finish

Under Cut

Fire Rating

Type

Material

Frame Finish

Room Number Jamb

Head

0' - 2" 0' - 1 3/4"

0' - 1 3/4" 0' - 2" 0' - 2"

Window Schedule Type Mark 19

Width 16' - 0"

Height 4' - 0"

Type Fixed

Model

Material

Finish

Head

Jamb

Sill

Glazing Thickness Type

Head Height

Floor Finish

Wall Finish

Ceiling Finish

Ceiling Height

Comments

Comments

0' - 2" 0' - 2" 0' - 2"

R.O.

Room Name

Comments

7' - 0"

1 2 3 4 5 6 7 8 3-0 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 1-1 1-2 1-3 1-4 1-5 1-6 1-7 B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-10 B-11 B-12 B-13 B-9 B-14

Office Room Room Room Room Room Room Room 0ffice Classroom Classroom Classroom Classroom Classroom Common Area Office Office Black Box Theatre Lobby Flex Event Space Circulation Ticket Office Kitchen Mezzanine Studio Studio Studio Storage/Mechanical Costume Shop Prop Shop Dressing Rehearsal Space Staging and Circulation Space Exterior Patio Vignette Balcony Mechanical And Storage Staging and Circulation Space Storage/Mechanical Circulation

TBD CARPET CARPET CARPET CARPET CARPET CARPET CARPET CARPET CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE

quinn mccallum-law Arch 586 Professor Travis Bell

Schedules A-701 EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

9" HEIGHT OVERHEAD RETURN DUCT

7

6 SEPARATED FURNACE INSUL. FLEX DUCT SUPPLY AND RETURN

6

OVERHEAD HRV CABINET REGISTER TO MECH BELOW

R.A.G.

5

~19'-18' HEIGHT

quinn mccallum-law Arch 586 Professor Travis Bell

5 R.A.G

UNIT HEATER

UNIT HEATER

~18'-17' HEIGHT

5

6

~17'-12' 6" HEIGHT ~12' 6" 10' HEIGHT

4

4

3

3

4

3

OVERHEAD OVAL SPIRAL 16' T0 BOTTOM

R.A.G

2

UNIT HEATER

2

HRV DUST AND AIR FILTRATION 800CFM EA.

2

UNIT HEATER

1

UNIT HEATER

1

1 2 1

A-201 A-401

A

1

B

C

D

E

F

Basement HVAC 1/16" = 1'-0"

GENERAL NOTES: HVAC SYSTEM CFM:90000 MAIN SUPPLY AREA 50 SF BRANCH/RETURN DUCTS: 90 SF MINIMUM FAN ROOM AREA: 1100SF FRESH AIR VENT AREA: 200SF EXHAUST: 190 SF

A

2

B

C

D

Level 1 HVAC 1/16" = 1'-0"

E

F

A

3

B

C

D

E

F

Level 2 HVAC 1/16" = 1'-0"

VAV CONTROLLER

HYDRONIC BASEBOARD UNIT HEATER

PROP SHOP AND RECORDING STUDIOS TO BE FITTED WITH LOCAL HVAC SYSTEMS SYSTEM DESIGN: 1.VAV SYSTEM THROUGHOUT 2. SUPPLEMENTED WITH HYDRONIC BASEBOARD UNITS AND UFAD FAN COIL UNITS PER DRAWINGS 4. UFAD ON LEVEL TWO AND THREE ONLY 5. UFAD IS A PRESSURIZED PLENUM SYSTEM NO SUPPLY DUCTING REQUIRED.

PERIMITER FAN COIL REHEATER

FORCED AIR SUPPLY/REGISTER

FORCED AIR RETURN/REGISTER

HEAT/AIR SUPPLY

AIR RETURN

Mechanical Plans M-101 EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

7

6 0ffice 3-0

5 Classroom

Classroom

2-2

4

2-5

1. RETURN AIR GRILL 2. SUPPLYL DUCT

2 1

1

Lobby

2

1-2

3

quinn mccallum-law Arch 586 Professor Travis Bell

EXPOSED OVAL SPIRAL DUCTING

Rehearsal Space

2

B-8

Costume Shop B-5

1 2

A 1

B

C

D

E

F

MECH SECTION 1" = 10'-0"

G

Level 3 HVAC 1/16" = 1'-0"

GENERAL NOTES: HVAC SYSTEM CFM:90000 MAIN SUPPLY AREA 50 SF BRANCH/RETURN DUCTS: 90 SF MINIMUM FAN ROOM AREA: 1100SF FRESH AIR VENT AREA: 200SF EXHAUST: 190 SF

VAV CONTROLLER

HYDRONIC BASEBOARD UNIT HEATER PERIMITER FAN COIL REHEATER

PROP SHOP AND RECORDING STUDIOS TO BE FITTED WITH LOCAL HVAC SYSTEMS SYSTEM DESIGN: 1.VAV SYSTEM THROUGHOUT 2. SUPPLEMENTED WITH HYDRONIC BASEBOARD UNITS AND UFAD FAN COIL UNITS PER DRAWINGS 4. UFAD ON LEVEL TWO AND THREE ONLY 5. UFAD IS A PRESSURIZED PLENUM SYSTEM NO SUPPLY DUCTING REQUIRED.

FORCED AIR SUPPLY/REGISTER

FORCED AIR RETURN/REGISTER

COURTYARD DRAINAGE

HEAT/AIR SUPPLY

AIR RETURN

3 MECH SECTION DIAGRAM 1" = 10'-0"

EAST PORTLAND PERFOMING ARTS CENTER 2610 SE 82ND AVENUE, PORTLAND, OREGON 97266

Mechanical Plan and Sections M-102