2019 oregon structural specialty code occupancy

6
PLUMBING FIXTURE SUMMARY CLASSIFICATION CHAPTER 29: PLUMBING FIXTURES OCCUPANTS RESIDENTIAL OFFICE 1 WATER CLOSETS LAVATORIES BATHTUBS 1 N/A 1 WC / LAV / Tub or Shower per unit required and provided 71 UNITS 4 PER EM 102.1 & 102.3.2, R-2 BUILDING 3 STORIES ABOVE FINISHED GRADE, THE COMMERCIAL ENERGY [CE] PROVISIONS OF THE 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) SHALL SERVE AS THE CONSTRUCTION PROVISIONS FOR THIS CODE. ENERGY CODE COMPLIANCE: 2019 OREGON ENERGY EFFICIENCY SPECIALTY CODE OCCUPANCY CONSTRUCTION TYPE BUILDING CODE SUMMARY 2019 OREGON STRUCTURAL SPECIALTY CODE R - 2 WITH ACCESSORY S - 2 AND INCIDENTAL USES TYPE V - B, SPRINKLERED OSSC REFERENCE CHAPTER 3 TABLE 504.3 TABLE 504.4 TABLE 506.2 OCCUPANCY: ALLOWABLE HEIGHT: MAX STORIES: AREA FACTOR: MODIFICATIONS BUILDING AREA FRONTAGE INCREASE SECTION 506.3 ACTUAL HEIGHT / STORIES If = [F/P - 0.25] x W/30 ACCESSORY OCCUPANCY SECTION 508.2 MIXED OCCUPANCY SECTION 508.3 / 508.4 CHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS Aa = [At + (NS x If)] x Sa SECTION 508.2.4 NO SEPARATION REQUIRED BETWEEN ACCESSORY AND MAIN OCCUPANCY EXCEPTION 2 AT SLEEPING OR DWELLING UNITS, 1/2 HR ALLOWABLE AREA SECTION 508.2.3 AREA OF STORY = 21,961 GSF *10% = 2,196 SF AREA OF ACCESSORY OCCUPANCY = 2,072 SF, <10% = 0.604911 R-2 60 FT 3 21000 SF If = [766/896 - 0.25] x 30/30 35' - 0" / 3 Story S-2 N/A SECTION 506.2.3 SINGLE-OCCUPANCY, MULTISTORY BUILDINGS EQUATION 5-2 = [21000 SF + (7000 SF x 0.604911)] x 3 = 25234 SF x 3 = 75703 SF TOTAL ALLOWABLE BUILDING AREA FIRE RESISTANCE RATING REQUIRMENTS FOR BUILDING ELEMENTS - TYPE V - B PRIMARY STRUCTURAL FRAME BUILDING ELEMENT FIRE RATING BEARING WALLS EXTERIOR INTERIOR NON BEARING WALLS AND PARTITIONS - EXTERIOR NON BEARING WALLS AND PARTITIONS - INTERIOR FLOOR CONSTRUCTION AND SECONDARY MEMBERS ROOF CONSTRUCTION AND SECONDARY MEMBERS PER TABLE 602 * UNLESS OTHERWISE REQUIRED BY THIS CODE TABLE 601 FIRE RESISTANCE RATING REQUIRMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE X < 5' FIRE SEPARATION DISTANCE FIRE RATING 5' <= X < 10' 10' <= X < 30' X >= 30' TABLE 602 CHAPTER 6: TYPES OF CONSTRUCTION / CONSTRUCTION CLASSIFICATION 0 HOUR 0 HOUR 0 HOUR 0 HOUR 0 HOUR * 0 HOUR 1 HOUR 0 HOUR 1 HOUR 0 HOUR MINIMUM DISTANCE TO PROJECTION TABLE 705.2 CHAPTER 7: FIRE AND SMOKE PROTECTION FEATURES SHAFT ENCLOSURES SECTION 713 NOT LESS THAN 1 HOUR CONNECTING LESS THAN 4 STORIES MAXIMUM AREA OF WALL OPENINGS BASED ON FSD AND OPENING PROTECTION TABLE 705.8 0 TO LESS THAN 3' 3 TO LESS THAN 5' 5 TO LESS THAN 10' 10 TO LESS THAN 15' 15 TO LESS THAN 20' 20 TO LESS THAN 25' 25 TO LESS THAN 30' 30' OR GREATER FIRE PARTITIONS SECTION 708 HORIZONTAL ASSEMBLIES SECTION 711 EXIT ACCESS STAIRWAYS AND RAMPS SECTION 712.1.12 VERTICAL OPENINGS CONTAINING EXIT ACCESS STAIRWAYS PER SECTION 1019 SHALL BE PERMITTED SECTION 705.11 PARAPETS EXCEPTION 1, NOT REQUIRED WHERE WALL NOT REQUIRED TO BE RATED BECAUSE OF FIRE SEPARATION DISTANCE EXCEPTION 5, GROUP R-2, CLASS C ROOF COVERING PROVIDED, PROTECTION PROVIDED FOR FIRST 4 FEET EXCEPTION 6, NOT REQUIRED WHERE WALL PERMITTED TO HAVE 25% UNPROTECTED OPENINGS OPENING FIRE PROTECTION ASSEMBLIES, RATINGS TABLE 716.1(2) FIRE DOOR RATING 1 HR FIRE BARRIER, 1 HOUR FIRE DOOR RATING 1/3 HR CORRIDOR WALL, 1/2 HOUR SECTION 711.2.3 SUPPORTING CONSTRUCTION EXCEPTION 2, TYPE VB, SUPPORTING CONSTRUCTION NOT REQUIRED TO BE PROTECTED AT SEPARATIONS OF DWELLING UNITS PER 420.3 40" NOT ALLOWED 15% 25% 45% 75% NO LIMIT NO LIMIT NOT REQUIRED UNPROTECTED, SPRINKLERED PROTECTED, SPRINKLERED NOT ALLOWED 15% 25% 45% 75% NO LIMIT NO LIMIT NOT REQURIED 1/2 HOUR 1/2 HOUR INTERIOR WALL AND CEILING FNIISH REQUIREMENTS (FLAME SPREAD RATING) TABLE 803.13 CHAPTER 8: INTERIOR FINISHES INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS CORRIDORS AND ENCLOSURES FOR EXIT ACCESS STAIRWAYS AND RAMPS ROOMS AND ENCLOSED SPACES CHAPTER 9: FIRE PROTECTION SYSTEMS SECTION 905.4 CLASS I STANDPIPE HOSE CONNECTION SHALL BE PROVIDED IN EVERY REQUIRED INTERIOR EXIT STAIRWAY FOR EACH STORY ABOVE GRADE PLANE SECTION 907.2 FIRE & SMOKE ALARMS, GROUP R-2 EXCEPTION 2, MANUAL FIRE ALARMS NOT REQUIRED IN FULLY SPRINKLERED BUILDING WITH AUTOMATIC ALARMS C C C FULLY SPRINKLERED PER NFPA 13 OCCUPANT LOAD (OL) SECTION 1004 CHAPTER 10: MEANS OF EGRESS EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING TABLE 1020.2 MINIMUM CORRIDOR WIDTH TABLE 1006.2.1 MAX OCCUPANT LOAD FOR ONE EXIT MAX COMMON PATH OF EGRESS TRAVEL SECTION 1020.4 DEAD ENDS SECTION 1023.2 EXIT STAIRWAY ENCLOSURE FIRE-RESISTANCE RATING 1 HOUR, LESS THAN 4 STORIES EXIT ACCESS STAIRWAYS & RAMPS, OCCUPANCIES OTHER THAN GP I-2 & I-3 SECTION 1019.3 IN BLDG EQUIPPED WITH SPRINKLER, WHERE AREA OF THE VERTICAL OPENING B/W STORIES DOES NOT EXCEED TWICE THE THE HORIZONTAL PROJECTED AREA AND OPENING IS PROTECTED BY DRAFT CURTAIN & CLOSELY SPACED SPRINKLER PER NFPA 13, EXIT ACCESS STAIR NOT REQUIRED TO BE ENCLOSED. 3 STORIES < 4 STORIES: COMPLIES 16'-8" HORIZONTAL X2= 400" > 354" VERTICAL OPENING : COMPLIES EMERGENCY POWER FOR ILLUMINATION SECTION 1008.3 BATTERY BACKUP PROVIDED TO SUPPLY AVG. 1 FOOTCANDLE FOR 90 MIN. MEANS OF EGRESS SIZING STAIRWAYS, SPRINKLERED = 0.2 OTHER = 0.2 SECTION 1005.3 STAIR 2 & 3 2ND FLOOR .2 X 60 = 12" 44" MIN. 3RD FLOOR .2 X 66 = 13.2" 44" MIN. TABLE 1006.3.2 MIN. EXITS PER STORY, 1-500 OCC TABLE 1006.3.3(1) STORIES W/ ONE EXIT, R-2 2 MAX 4 DWELLING UNITS SEE OCCUPANT LOAD SCHEDULE 250 FEET 1/2 HR 20 Occupants 44 INCHES 50 FEET CLIMATE ZONE 4C (MARINE 4) GROUP R BUILDING ENVELOPE REQUIREMENTS ROOFS - ATTIC AND OTHER R-49 MIN R-VALUE TABLE C402.1.3 MAX U-FACTOR TABLE C402.1.4 WALLS - WOOD FRAMED AND OTHER R-13 + R-7.5 CI or R-20 + R3.8 CI SLAB ON GRADE (UNHEATED) R-10 FOR 24" BELOW DOORS - GARAGE <14% GLAZING U-0.31 U-0.021 U-0.064 F-0.540 DOORS - ENTRANCE FENESTRATION - FIXED BIB = BLOWN-IN BATT INSULATION CI = CONTINUOUS INSULATION *U-FACTOR PER ASHRAE 90.1 2016, APPENDIX A, TABLE A3.4.3.1 PROPOSED R-49 U-0.063* (R-23 BIB) R-10 24" U-0.31 125 FEET ROOFS - INSULATION ENTIRELY ABOVE DECK R-30 CI FLOORS - JOIST/FRAMING U-0.033 R-30 U-0.032 R-30 R-30 CI CHAPTER 11: ACCESSIBILITY SECTION 1106.2 PARKING FOR R - 2 OCCUPANCIES MIN. 2%, BUT NOT LESS THAN (1) PARKING SPACE SHALL BE ACCESSIBLE ACCESSIBLE PARKING REQUIRED: 1 SPACE, 1 VAN - ACCESSIBLE SPACE SECTION 1107.6.2.2.1 TYPE A UNITS R-2 OCCUPANCIES WITH GREATER THAN 20 DWELLING UNITS SHALL PROVIDE MIN. 2% TYPE A UNITS. TYPE A UNITS REQUIRED: 71 x 2% = 2 UNITS TYPE A UNITS PROVIDED: 4 UNITS; (1) STUDIO UNIT; (2) 1 BED-1 BATH UNITS; (1) 2 BED-1 BATH UNIT SECTION 1107.6.2.2.2 TYPE B UNITS WHERE THERE ARE MORE THAN 4 DWELLING UNITS, ALL UNITS SHALL BE TYPE B UNITS. SECTION C402.4.1 (EXCEPTION 2, R-2 OCCUPANCY, SPRINKLERED) OSSC REFERENCE SECTION 420.2 SEPARATION WALLS WALLS SEPARATING DWELLING OR SLEEPING UNITS FROM EACH OTHER OR OTHER OCCUPANCIES SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 708. SECTION 420.3 HORIZONTAL SEPARATION FLOOR ASSEMBLIES SEPARATING DWELLING OR SLEEPING UNITS FROM EACH OTHER OR OTHER OCCUPANCIES SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711. SECTION 420.4 SPRINKLER SYSTEM GROUP R OCCUPANCIES, REQUIRED PER 903.2.8 SECTION 420.5 FIRE & SMOKE ALARMS GROUP R-2, FIRE ALARM SYSTEMS REQUIRED PER SECTION 907.2.9 SMOKE ALARMS REQUIRED PER 907.2.10.2 CHAPTER 4: SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE - MAX U-FACTOR TABLE C402.4 FENESTRATION - OPERABLE U-0.77 U-0.38 U-0.45 SHGC 0.38 / U-0.77 SHGC 0.38 / U-0.32 SHGC 0.38 / U-0.32 SHGC 0.38 MAX SHGC TABLE C402.4 SHGC 0.38 SHGC 0.38 MAXIMUM AREA OF FENESTRATION ALLOWABLE: 30% GROSS ABOVE-GRADE WALL AREA PROPOSED: 20% SECTION C402.5.7 VESTIBULES NOT REQUIRED, EXCEPTION 4: DOORS OPENING FROM A SPACE LESS THAN 3,000 SF DOORS - OPAQUE SWINGING U-0.37 U-0.37 - SECTION 2902.2 SEPARATE FACILITIES EXCEPTION 4, NOT REQUIRED IN BUSINESS OCCUPANCIES WHERE THE MAXIMUM OCCUPANT LOAD IS 50 OR FEWER WALLS - MASS U-0.080 R-13.3 CI R-14.1 CI ZONING CODE SUMMARY ZONING BASE ZONE OVERLAY ZONE ADJACENT ZONING PLAN DISTRICT USE CURRENT PROPOSED SITE AREA IMPERVIOUS AREA LANDSCAPE AREA BUILDING AREA TOTAL FIRST FLOOR SECOND FLOOR THIRD FLOOR CM-1 N/A R7a N/A RETAIL SALES & SERVICE HOUSEHOLD LIVING 46,039 SF 34,324 SF 10,433 SF 65,884 SF 21,961 SF 21,961 SF 21,961 SF DEVELOPMENT STANDARDS 33.130.205 REQUIRED PROPOSED 46' MIN. LANDSCAPED AREA MINIMUM BUILDING SETBACKS MAXIMUM BUILDING SETBACKS SCREENING - MECHANICAL 10' 48% 75% 30% (REF. L3.0) 15% SITE GREATER THAN 20,000 SF: 48 SF/UNIT 94 SF/UNIT PARKING BIKE PARKING SHORT TERM - STANDARD B LONG TERM - STANDARD B 91 SPACES 1.1 PER UNIT (71 UNITS X 1.1 = 79 SPACES) 33.266.100 CLOSE TO TRANSIT? MINIMUM REQUIRED YES POWELL BLVD TABLE 266.1 & 2 EXCEPTION - AFFORDABLE HOUSING MAXIMUM PERMITTED SETBACKS AND LANDSCAPING PERIMETER AT R-ZONED LOT 33.266.200 # REQUIRED SETBACKS AND LANDSCAPING 1 SPACE, STANDARD B 1 LOADING SPACE, STANDARD B (18'x9'x10') N/A, LOADING SPACE DOES NOT ABUT LOT LINE 33.266.310 LOADING > 51 UNITS: 0.33 SPACES/ UNIT = 24 SPACES NO PARKING REQUIRED 1.35 PER UNIT 5 FT @ L3 33 SPACES 0.46 PER UNIT MAXIMUM FAR WITH BONUS MAXIMUM BUILDING HEIGHT BUILDING COVERAGE RESIDENTIAL OUTDOOR AREA GROUND MOUNT 1.5:1 2.5:1 35' 10' AT R-ZONED LOT 10' N/A 35' 1.43:1 L2 L2 OR F2 33.130.212 33.130.210.B.1 33.130.215.B 33.130.215.C 33.130.220 33.130.225 LANDSCAPED BUFFER AT RF-RM4 10' @ L3 10' @ L-3 33.130.225 33.130.228 33.130.230.B GROUND FLOOR WINDOWS DWELLING UNITS OTHER 33.130.230.B.4.b 33.130.230.B.2.a 5' SETBACK @ L1, 25% WINDOWS 5' @ L1, 35% WINDOWS SE 164TH AVE: 40% 47% 33.266.110.B 33.266.110.B 33.266.110.D TABLE 266-5 INTERIOR PERIMETER, OTHER 5 FT @ L2 10 FT @ L3 5 FT @ L2 45 SF PER SURFACE PARKING SPACE: 22 SPACES = 990 SF TABLE 266-6 TABLE 266-6 1 PER 20 UNITS (71 UNITS / 20 = 4 SPACES) 33.266.210.D.3 HORIZONTAL SPACES 30% (24 SPACES) 33.266.210.D.3 LARGER SPACES 5% (4 SPACES) 33.266.210.D.3 ELECTRICAL OUTLET AVAILABLE 5% (4 SPACES) 4 SPACES 28 SPACES 4 SPACES 4 SPACES 33.266.210.D.1 IN-UNIT SPACES 50% MAXIMUM (39 SPACES) 39 SPACES 2,339 SF (REF SHEET L3.0) 71 UNITS = 3,408 SF 6,672 SF TOTAL 33.266.310.C.1 33.130.235.C ROOF MOUNT N/A; EQUIPMENT >50' FROM R ZONE CITY OF PORTLAND CHAPTER 33 ADDITIONAL ACCESSIBILITY REQUIREMENTS HOUSING TRUST FUND 5% OF UNITS ACCESSIBLE 4 UNITS REQUIRED / PROVIDED 2% OF UNITS ACCESSIBLE FOR SIGHT & HEARING IMPAIRED 2 UNITS REQUIRED / PROVIDED, UNIT 237 & 238 Job Number: Sheet No: THESE DRAWINGS ARE THE ORIGINAL UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED OR USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. FILE PATH: Drawing: Bid / Permit Set 05.21.2020 C:\Revit_Local\18045_Cascadia_19_mehn.rvt G1.01 CENTENNIAL PLACE APARTMENTS 18045 CODE SUMMARY 3800 SE 164TH AVE PORTLAND, OR 97236 PROPOSED BUILDING AREA LEVEL AREA (SF) FIRST FLOOR 21961 SF SECOND FLOOR 21961 SF THIRD FLOOR 21961 SF TOTAL GROSS AREA: 65884 SF Digitally signed by Lisa McClellan Date: 2020.05.21 11:58:42-07'00'

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PLUMBING FIXTURE SUMMARY

CLASSIFICATION

CHAPTER 29: PLUMBING FIXTURES

OCCUPANTSRESIDENTIAL

OFFICE 1

WATER CLOSETS LAVATORIES BATHTUBS

1 N/A1 WC / LAV / Tub or Shower per unit required and provided71 UNITS

4

PER EM 102.1 & 102.3.2, R-2 BUILDING 3 STORIES ABOVE FINISHED GRADE, THE COMMERCIAL ENERGY [CE] PROVISIONS OF THE 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) SHALL SERVE AS THE CONSTRUCTION PROVISIONS FOR THIS CODE.

ENERGY CODE COMPLIANCE: 2019 OREGON ENERGY EFFICIENCY SPECIALTY CODE

OCCUPANCY

CONSTRUCTION TYPE

BUILDING CODE SUMMARY 2019 OREGON STRUCTURAL SPECIALTY CODE

R-2 WITH ACCESSORY S-2 AND INCIDENTAL USES

TYPE V-B, SPRINKLERED

OSSC REFERENCECHAPTER 3TABLE 504.3TABLE 504.4TABLE 506.2

OCCUPANCY:ALLOWABLE HEIGHT:MAX STORIES:AREA FACTOR:

MODIFICATIONS

BUILDING AREA

FRONTAGE INCREASESECTION 506.3

ACTUAL HEIGHT / STORIES

If = [F/P - 0.25] x W/30

ACCESSORY OCCUPANCYSECTION 508.2

MIXED OCCUPANCYSECTION 508.3 / 508.4

CHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS

Aa = [At + (NS x If)] x Sa

SECTION 508.2.4 NO SEPARATION REQUIRED BETWEEN ACCESSORY AND MAIN OCCUPANCYEXCEPTION 2 AT SLEEPING OR DWELLING UNITS, 1/2 HR

ALLOWABLE AREA SECTION 508.2.3 AREA OF STORY = 21,961 GSF *10% = 2,196 SFAREA OF ACCESSORY OCCUPANCY = 2,072 SF, <10%

= 0.604911

R-260 FT321000 SF

If = [766/896 - 0.25] x 30/30

35' - 0" / 3 Story

S-2

N/A

SECTION 506.2.3SINGLE-OCCUPANCY,MULTISTORY BUILDINGSEQUATION 5-2

= [21000 SF + (7000 SF x 0.604911)] x 3= 25234 SF x 3= 75703 SF TOTAL ALLOWABLE BUILDING AREA

FIRE RESISTANCE RATING REQUIRMENTS FOR BUILDING ELEMENTS - TYPE V-B

PRIMARY STRUCTURAL FRAMEBUILDING ELEMENT FIRE RATING

BEARING WALLSEXTERIORINTERIOR

NON BEARING WALLS AND PARTITIONS - EXTERIORNON BEARING WALLS AND PARTITIONS - INTERIORFLOOR CONSTRUCTION AND SECONDARY MEMBERSROOF CONSTRUCTION AND SECONDARY MEMBERS

PER TABLE 602

* UNLESS OTHERWISE REQUIRED BY THIS CODE

TABLE 601

FIRE RESISTANCE RATING REQUIRMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE

X < 5'FIRE SEPARATION DISTANCE FIRE RATING

5' <= X < 10'10' <= X < 30'X >= 30'

TABLE 602

CHAPTER 6: TYPES OF CONSTRUCTION / CONSTRUCTION CLASSIFICATION

0 HOUR

0 HOUR0 HOUR

0 HOUR0 HOUR *

0 HOUR

1 HOUR

0 HOUR

1 HOUR0 HOUR

MINIMUM DISTANCE TO PROJECTIONTABLE 705.2

CHAPTER 7: FIRE AND SMOKE PROTECTION FEATURES

SHAFT ENCLOSURESSECTION 713 NOT LESS THAN 1 HOUR CONNECTING LESS THAN 4 STORIES

MAXIMUM AREA OF WALL OPENINGS BASED ON FSD AND OPENING PROTECTIONTABLE 705.8

0 TO LESS THAN 3'3 TO LESS THAN 5'5 TO LESS THAN 10'10 TO LESS THAN 15'15 TO LESS THAN 20'20 TO LESS THAN 25'25 TO LESS THAN 30'30' OR GREATER

FIRE PARTITIONSSECTION 708

HORIZONTAL ASSEMBLIESSECTION 711

EXIT ACCESS STAIRWAYS AND RAMPSSECTION 712.1.12 VERTICAL OPENINGS CONTAINING EXIT ACCESS STAIRWAYS PER SECTION 1019 SHALL BE PERMITTED

SECTION 705.11 PARAPETS EXCEPTION 1, NOT REQUIRED WHERE WALL NOT REQUIRED TO BE RATED BECAUSE OF FIRE SEPARATION DISTANCEEXCEPTION 5, GROUP R-2, CLASS C ROOF COVERING PROVIDED, PROTECTION PROVIDED FOR FIRST 4 FEETEXCEPTION 6, NOT REQUIRED WHERE WALL PERMITTED TO HAVE 25% UNPROTECTED OPENINGS

OPENING FIRE PROTECTION ASSEMBLIES, RATINGSTABLE 716.1(2)FIRE DOOR RATING 1 HRFIRE BARRIER, 1 HOURFIRE DOOR RATING 1/3 HRCORRIDOR WALL, 1/2 HOUR

SECTION 711.2.3 SUPPORTING CONSTRUCTION EXCEPTION 2, TYPE VB, SUPPORTING CONSTRUCTION NOT REQUIRED TO BE PROTECTED AT SEPARATIONS OF DWELLING UNITS PER 420.3

40"

NOT ALLOWED15%25%45%75%NO LIMITNO LIMITNOT REQUIRED

UNPROTECTED, SPRINKLERED PROTECTED, SPRINKLEREDNOT ALLOWED15%25%45%75%NO LIMITNO LIMITNOT REQURIED

1/2 HOUR

1/2 HOUR

INTERIOR WALL AND CEILING FNIISH REQUIREMENTS (FLAME SPREAD RATING)TABLE 803.13

CHAPTER 8: INTERIOR FINISHES

INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYSCORRIDORS AND ENCLOSURES FOR EXIT ACCESS STAIRWAYS AND RAMPSROOMS AND ENCLOSED SPACES

CHAPTER 9: FIRE PROTECTION SYSTEMS

SECTION 905.4 CLASS I STANDPIPE HOSE CONNECTION SHALL BE PROVIDED IN EVERY REQUIRED INTERIOR EXIT STAIRWAY FOR EACH STORY ABOVE GRADE PLANE

SECTION 907.2 FIRE & SMOKE ALARMS, GROUP R-2 EXCEPTION 2, MANUAL FIRE ALARMS NOT REQUIRED IN FULLY SPRINKLERED BUILDING WITH AUTOMATIC ALARMS

CCC

FULLY SPRINKLERED PER NFPA 13

OCCUPANT LOAD (OL)SECTION 1004

CHAPTER 10: MEANS OF EGRESS

EXIT ACCESS TRAVEL DISTANCETABLE 1017.2

TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING

TABLE 1020.2 MINIMUM CORRIDOR WIDTH

TABLE 1006.2.1 MAX OCCUPANT LOAD FOR ONE EXITMAX COMMON PATH OF EGRESS TRAVEL

SECTION 1020.4 DEAD ENDS

SECTION 1023.2 EXIT STAIRWAY ENCLOSUREFIRE-RESISTANCE RATING

1 HOUR, LESS THAN 4 STORIES

EXIT ACCESS STAIRWAYS & RAMPS, OCCUPANCIES OTHER THAN GP I-2 & I-3

SECTION 1019.3 IN BLDG EQUIPPED WITH SPRINKLER, WHERE AREA OF THE VERTICAL OPENING B/W STORIES DOES NOT EXCEED TWICE THE THE HORIZONTAL PROJECTED AREA AND OPENING IS PROTECTED BY DRAFT CURTAIN & CLOSELY SPACED SPRINKLER PER NFPA 13, EXIT ACCESS STAIR NOT REQUIRED TO BE ENCLOSED.3 STORIES < 4 STORIES: COMPLIES16'-8" HORIZONTAL X2= 400" > 354" VERTICAL OPENING : COMPLIES

EMERGENCY POWER FOR ILLUMINATIONSECTION 1008.3 BATTERY BACKUP PROVIDED TO SUPPLY AVG. 1 FOOTCANDLE FOR 90 MIN.

MEANS OF EGRESS SIZINGSTAIRWAYS, SPRINKLERED = 0.2OTHER = 0.2

SECTION 1005.3 STAIR 2 & 32ND FLOOR .2 X 60 = 12" 44" MIN.3RD FLOOR .2 X 66 = 13.2" 44" MIN.

TABLE 1006.3.2 MIN. EXITS PER STORY, 1-500 OCC

TABLE 1006.3.3(1) STORIES W/ ONE EXIT, R-2

2

MAX 4 DWELLING UNITS

SEE OCCUPANT LOAD SCHEDULE

250 FEET

1/2 HR

20 Occupants

44 INCHES

50 FEET

CLIMATE ZONE 4C (MARINE 4)GROUP R

BUILDING ENVELOPE REQUIREMENTS

ROOFS -ATTIC AND OTHER R-49

MIN R-VALUETABLE C402.1.3

MAX U-FACTORTABLE C402.1.4

WALLS -WOOD FRAMED AND OTHER

R-13 + R-7.5 CIor R-20 + R3.8 CI

SLAB ON GRADE (UNHEATED) R-10 FOR 24" BELOW

DOORS -GARAGE <14% GLAZING U-0.31

U-0.021

U-0.064

F-0.540

DOORS -ENTRANCE

FENESTRATION -FIXED

BIB = BLOWN-IN BATT INSULATIONCI = CONTINUOUS INSULATION*U-FACTOR PER ASHRAE 90.1 2016, APPENDIX A, TABLE A3.4.3.1

PROPOSED

R-49

U-0.063*(R-23 BIB)

R-10 24"

U-0.31

125 FEET

ROOFS -INSULATION ENTIRELY ABOVE DECK R-30 CI

FLOORS -JOIST/FRAMING U-0.033R-30

U-0.032

R-30

R-30 CI

CHAPTER 11: ACCESSIBILITY

SECTION 1106.2 PARKING FOR R-2 OCCUPANCIES MIN. 2%, BUT NOT LESS THAN (1) PARKING SPACE SHALL BE ACCESSIBLEACCESSIBLE PARKING REQUIRED: 1 SPACE, 1 VAN-ACCESSIBLE SPACE

SECTION 1107.6.2.2.1 TYPE A UNITS R-2 OCCUPANCIES WITH GREATER THAN 20 DWELLING UNITS SHALL PROVIDE MIN.2% TYPE A UNITS.

TYPE A UNITS REQUIRED: 71 x 2% = 2 UNITSTYPE A UNITS PROVIDED: 4 UNITS; (1) STUDIO UNIT; (2) 1 BED-1 BATH UNITS; (1) 2 BED-1 BATH UNIT

SECTION 1107.6.2.2.2 TYPE B UNITS WHERE THERE ARE MORE THAN 4 DWELLING UNITS, ALL UNITS SHALL BE TYPE BUNITS.

SECTION C402.4.1

(EXCEPTION 2, R-2 OCCUPANCY, SPRINKLERED)

OSSC REFERENCESECTION 420.2 SEPARATION WALLS WALLS SEPARATING DWELLING OR SLEEPING UNITS FROM EACH OTHER

OR OTHER OCCUPANCIES SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 708.

SECTION 420.3 HORIZONTAL SEPARATION FLOOR ASSEMBLIES SEPARATING DWELLING OR SLEEPING UNITS FROM EACH OTHER OR OTHER OCCUPANCIES SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711.

SECTION 420.4 SPRINKLER SYSTEM GROUP R OCCUPANCIES, REQUIRED PER 903.2.8

SECTION 420.5 FIRE & SMOKE ALARMS GROUP R-2, FIRE ALARM SYSTEMS REQUIRED PER SECTION 907.2.9SMOKE ALARMS REQUIRED PER 907.2.10.2

CHAPTER 4: SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE

-

MAX U-FACTORTABLE C402.4

FENESTRATION -OPERABLE

U-0.77

U-0.38

U-0.45

SHGC 0.38 / U-0.77

SHGC 0.38 / U-0.32

SHGC 0.38 / U-0.32

SHGC 0.38

MAX SHGCTABLE C402.4

SHGC 0.38

SHGC 0.38

MAXIMUM AREA OF FENESTRATION ALLOWABLE: 30% GROSS ABOVE-GRADE WALL AREAPROPOSED: 20%

SECTION C402.5.7 VESTIBULES NOT REQUIRED, EXCEPTION 4: DOORS OPENING FROM A SPACE LESS THAN 3,000 SF

DOORS -OPAQUE SWINGING U-0.37 U-0.37-

SECTION 2902.2 SEPARATE FACILITIES EXCEPTION 4, NOT REQUIRED IN BUSINESS OCCUPANCIES WHERE THE MAXIMUM OCCUPANT LOAD IS 50 OR FEWER

WALLS -MASS U-0.080R-13.3 CI R-14.1 CI

ZONING CODE SUMMARYZONING

BASE ZONEOVERLAY ZONEADJACENT ZONING

PLAN DISTRICT

USE CURRENTPROPOSED

SITE AREAIMPERVIOUS AREALANDSCAPE AREA

BUILDING AREA TOTALFIRST FLOORSECOND FLOORTHIRD FLOOR

CM-1N/AR7a

N/A

RETAIL SALES & SERVICEHOUSEHOLD LIVING

46,039 SF34,324 SF10,433 SF

65,884 SF21,961 SF21,961 SF21,961 SF

DEVELOPMENT STANDARDS

33.130.205

REQUIRED PROPOSED

46'

MIN. LANDSCAPED AREA

MINIMUM BUILDING SETBACKSMAXIMUM BUILDING SETBACKS

SCREENING - MECHANICAL

10'48%75%30% (REF. L3.0)15%

SITE GREATER THAN 20,000 SF: 48 SF/UNIT 94 SF/UNIT

PARKING

BIKE PARKINGSHORT TERM - STANDARD BLONG TERM - STANDARD B 91 SPACES1.1 PER UNIT (71 UNITS X 1.1 = 79 SPACES)

33.266.100CLOSE TO TRANSIT?MINIMUM REQUIRED

YES POWELL BLVD

TABLE 266.1 & 2EXCEPTION - AFFORDABLE HOUSING

MAXIMUM PERMITTEDSETBACKS AND LANDSCAPING

PERIMETER AT R-ZONED LOT

33.266.200

# REQUIREDSETBACKS AND LANDSCAPING

1 SPACE, STANDARD B1 LOADING SPACE, STANDARD B (18'x9'x10')N/A, LOADING SPACE DOES NOT ABUT LOT LINE

33.266.310 LOADING

> 51 UNITS: 0.33 SPACES/ UNIT = 24 SPACESNO PARKING REQUIRED1.35 PER UNIT

5 FT @ L3

33 SPACES

0.46 PER UNIT

MAXIMUM FARWITH BONUS

MAXIMUM BUILDING HEIGHT

BUILDING COVERAGE

RESIDENTIAL OUTDOOR AREA

GROUND MOUNT

1.5:12.5:135'10' AT R-ZONED LOT10'

N/A35'

1.43:1

L2L2 OR F2

33.130.21233.130.210.B.1

33.130.215.B33.130.215.C

33.130.22033.130.225

LANDSCAPED BUFFER AT RF-RM4 10' @ L3 10' @ L-333.130.22533.130.228

33.130.230.B GROUND FLOOR WINDOWSDWELLING UNITSOTHER

33.130.230.B.4.b33.130.230.B.2.a

5' SETBACK @ L1, 25% WINDOWS 5' @ L1, 35% WINDOWSSE 164TH AVE: 40% 47%

33.266.110.B33.266.110.B33.266.110.D

TABLE 266-5

INTERIORPERIMETER, OTHER 5 FT @ L2

10 FT @ L35 FT @ L2

45 SF PER SURFACE PARKING SPACE: 22 SPACES = 990 SF

TABLE 266-6TABLE 266-6 1 PER 20 UNITS (71 UNITS / 20 = 4 SPACES)

33.266.210.D.3 HORIZONTAL SPACES 30% (24 SPACES)33.266.210.D.3 LARGER SPACES 5% (4 SPACES)33.266.210.D.3 ELECTRICAL OUTLET AVAILABLE 5% (4 SPACES)

4 SPACES

28 SPACES4 SPACES4 SPACES

33.266.210.D.1 IN-UNIT SPACES 50% MAXIMUM (39 SPACES) 39 SPACES

2,339 SF (REF SHEET L3.0)

71 UNITS = 3,408 SF 6,672 SF TOTAL

33.266.310.C.1

33.130.235.C

ROOF MOUNT N/A; EQUIPMENT >50' FROM R ZONE

CITY OF PORTLAND CHAPTER 33

ADDITIONAL ACCESSIBILITY REQUIREMENTS

HOUSING TRUST FUND 5% OF UNITS ACCESSIBLE 4 UNITS REQUIRED / PROVIDED2% OF UNITS ACCESSIBLE FOR SIGHT & HEARING IMPAIRED

2 UNITS REQUIRED / PROVIDED, UNIT 237 & 238

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18045

CODE SUMMARY

3800 SE 164TH AVEPORTLAND, OR 97236

PROPOSED BUILDING AREALEVEL AREA (SF)

FIRST FLOOR 21961 SFSECOND FLOOR 21961 SFTHIRD FLOOR 21961 SFTOTAL GROSS AREA: 65884 SF

Digitally signed by Lisa McClellanDate: 2020.05.21 11:58:42-07'00'

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CODE SUMMARY LEGEND

# SFOLF #

Function

NAMEOcc Grp

AREA NAME

OCCUPANCY (CH. 3)

AREA (SF)

OCCUPANT LOAD FACTOR / NUMBER OF OCCUPANTS

FUNCTION (CH. 10)

1 HOUR RATED ASSEMBLY - 1/2 HOUR RATED ASSEMBLY REQUIRED AT CORRIDORS AND BETWEEN UNITS, UNO.

EXIT SIGNSHADE INDICATES ILLUMINATED FACE. ARROW INDICATES DIRECTION TO EXIT

UNOCCUPIED AREA. OCCUPANT LOAD NOT INCLUDED IN BUILDING TOTALS

100' - 0"PATH A

EXIT ACCESS PATH

A EXIT ACCESS DOOR

WALL RATINGS TO CONTINUE ABOVE / BELOW ALL DOORS, RELITES, ETC.

EXIT SEPARATION & DIAGONAL DISTANCES

ILLUMINATED EGRESS PATH

122 SF1300

MECH.

WATERR-2

68 SF1300

ELECTRICAL

ELECTRICALR-2

111 SF1150

OFFICE

OFFICER-2

115 SF1150

OFFICE

OFFICER-2

223 SF1300

MECH.

MECHANICALR-2

155 SF1300

STORAGE

BIKE RMR-2

175 SF2100

LAUNDRY

LAUNDRYR-2

208 SF1300

ELECTRICAL

ELECTRICALR-2

248 SF1300

STORAGE

BIKE RMR-2

502 SF2300

TRASH RM

TRASHRMR-2

102 SF715

ASSEMBLY

LOBBYR-2

67 SF1300

STORAGE

JAN.CLOSET

R-2

734 SF4915

ASSEMBLY

COMMUNITYROOM

R-2

608 SF4200

RES.

1 BED 1BATH

R-2

468 SF3200

RES.

STUDIOR-2

600 SF4200

RES.

1 BED 1BATH

R-2

468 SF3200

RES.

STUDIOR-2

600 SF4200

RES.

1 BED 1BATH

R-2

480 SF3200

RES.

STUDIOR-2

608 SF4200

RES.

1 BED 1BATH

R-2

600 SF4200

RES.

1 BED 1BATH

R-2

600 SF4200

RES.

1 BED 1BATH

R-2

608 SF4200

RES.

1 BED 1BATH

R-2

817 SF5200

RES.

2 BED 1BATH

R-2

809 SF5200

RES.

2 BED 1BATH

R-2

814 SF5200

RES.

2 BED 1BATH

R-2

173 SF1300

TELECOM

TELECOMR-2

620 SF4200

RES.

1 BED 1BATH

R-2

809 SF5200

RES.

2 BED 1BATH

R-2

809 SF5200

RES.

2 BED 1BATH

R-2

819 SF5200

RES.

2 BED 1BATH

R-2

1434 SF8200

PARKING

PARKINGS-2

638 SF4200

PARKING

PARKINGS-2

FIRST FLOOREXIT ACCESS TRAVEL DISTANCE=104'-6"

MAXIMUM DIAGONAL = 237'

237'/3 = 79'-0"

EXIT SEPARATION = 110' > 79'

DEA

D E

ND

CO

RR

IDO

R:

18'-9

"M

AX A

LLO

WAB

LE:

50'

-0"

7' -

8 7/

8"

EXIT SEPARATION = 157' > 79'

246 SF1300

STORAGE

BIKE RMR-2

82 SF1100

RESTROOM

RESTRMR-2

157 SF2150

OFFICE

OFFICER-2

B

C

D

EHG

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

25 OCCUPANTSx 0.2= 5" (32" MIN.)68" PROVIDED

37 OCCUPANTSx 0.2= 8" (32" MIN.)

34" PROVIDED

A

37 OCCUPANTSx 0.2= 8" (32" MIN.)

34" PROVIDED37 OCCUPANTSx 0.2= 8" (32" MIN.)34" PROVIDED

37 OCCUPANTSx 0.2= 8" (32" MIN.)34" PROVIDED

37 O

CC

UPA

NTS

x 0.

2= 8

" (32

" MIN

.)34

" PR

OVI

DED

66 OCCUPANTSx 0.2= 14" (32" MIN.)

34" PROVIDED

66 OCCUPANTSx 0.2= 14" (32" MIN.)34" PROVIDED

83 SF1100

OFFICE

MAIL RMR-2

EXIT STAIR

EXIT STAIR

EXIT ACCESSSTAIR

F

FSD

7' - 10 "

FS D4' - 5"

3665 SF7450

EXERCISE

COURTYARDR-2

608 SF4200

RES.

1 BED 1BATH

R-2

628 SF4200

RES.

1 BED 1BATH

R-2

511 SF3200

RES.

STUDIOR-2

626 SF4200

RES.

1 BED 1BATH

R-2

511 SF3200

RES.

STUDIOR-2

626 SF4200

RES.

1 BED 1BATH

R-2

525 SF3200

RES.

STUDIOR-2

608 SF4200

RES.

1 BED 1BATH

R-2

600 SF4200

RES.

1 BED 1BATH

R-2

600 SF4200

RES.

1 BED 1BATH

R-2

600 SF4200

RES.

1 BED 1BATH

R-2

468 SF3200

RES.

STUDIOR-2

478 SF3200

RES.

STUDIOR-2

608 SF4200

RES.

1 BED 1BATH

R-2600 SF

4200RES.

1 BED 1BATH

R-2608 SF

4200RES.

1 BED 1BATH

R-2

80 SF615

ASSEMBLY

LOUNGER-2

886 SF5200

RES.

2 BED 1BATH

R-2

807 SF5200

RES.

2 BED 1BATH

R-2

209 SF2150

OFFICE

HOMEWORKR-2

219 SF3100

LAUNDRY

LAUNDRYR-2

172 SF1300

MECH.

ELECTRICALR-2

511 SF3200

RES.

STUDIOR-2

626 SF4200

RES.

1 BED 1BATH

R-2

814 SF5200

RES.

2 BED 1BATH

R-2

809 SF5200

RES.

2 BED 1BATH

R-2

817 SF5200

RES.

2 BED 1BATH

R-2

809 SF5200

RES.

2 BED 1BATH

R-2

809 SF5200

RES.

2 BED 1BATH

R-2

809 SF5200

RES.

2 BED 1BATH

R-2

819 SF5200

RES.

2 BED 1BATH

R-2

SECOND FLOOREXIT ACCESS TRAVEL DISTANCE = 221'-6"

MAXIMUM DIAGONAL = 237'

EXIT SEPARATION = 92'

DEA

D E

ND

CO

RR

IDO

R:

25'-7

"M

AX A

LLO

WAB

LE:

50'-0

"

25' -

6 1

/2"

FEC

FEC

FEC

FEC

FEC

FEC

FEC

EXIT STAIR EXIT STAIR

EXIT ACCESSSTAIR

FS D

7' - 10 "

FS D4' - 5"

608 SF4200

RES.

1 BED 1BATH

R-2

628 SF4200

RES.

1 BED 1BATH

R-2

511 SF3200

RES.

STUDIOR-2

626 SF4200

RES.

1 BED 1BATH

R-2

511 SF3200

RES.

STUDIOR-2

626 SF4200

RES.

1 BED 1BATH

R-2

511 SF3200

RES.

STUDIOR-2

626 SF4200

RES.

1 BED 1BATH

R-2

525 SF3200

RES.

STUDIOR-2

608 SF4200

RES.

1 BED 1BATH

R-2

600 SF4200

RES.

1 BED 1BATH

R-2

600 SF4200

RES.

1 BED 1BATH

R-2

600 SF4200

RES.

1 BED 1BATH

R-2

468 SF3200

RES.

STUDIOR-2

478 SF3200

RES.

STUDIOR-2

608 SF4200

RES.

1 BED 1BATH

R-2600 SF

4200RES.

1 BED 1BATH

R-2

608 SF4200

RES.

1 BED 1BATH

R-2 886 SF5200

RES.

2 BED 1BATH

R-2

807 SF5200

RES.

2 BED 1BATH

R-2

809 SF5200

RES.

2 BED 1BATH

R-2

809 SF5200

RES.

2 BED 1BATH

R-2

809 SF5200

RES.

2 BED 1BATH

R-2

819 SF5200

RES.

2 BED 1BATH

R-2

209 SF1415

ASSEMBLY

LOUNGER-2

219 SF3100

LAUNDRY

LAUNDRYR-2

814 SF5200

RES.

2 BED 1BATH

R-2

809 SF5200

RES.

2 BED 1BATH

R-2

817 SF5200

RES.

2 BED 1BATH

R-2

80 SF615

ASSEMBLY

LOUNGER-2

172 SF1300

MECH.

ELECTRICALR-2

THIRD FLOOREXIT ACCESS TRAVEL DISTANCE = 221'-3"

MAXIMUM DIAGONAL = 237'

EXIT SEPARATION = 92'

DEA

D E

ND

CO

RR

IDO

R:

25'-7

"M

AX A

LLO

WAB

LE:

50'-0

"

FEC

FEC

FEC

FEC

FEC

FEC

FEC

EXIT STAIR EXIT STAIR

EXIT ACCESSSTAIR

FS D

7' - 10 "

FS D4' - 5"

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18045

CODE SUMMARYPLANS

3800 SE 164TH AVEPORTLAND, OR 97236

LIFE SAFETY OCCUPANT LOAD SCHEDULE

AREA NAMEOCCUPANCY(CHAPTER 3)

TABLE 1004.1.2OCCUPANT

LOADFUNCTION OF SPACEOCCUPANT

LOAD FACTORFIRST FLOOR T.O. SLABSTUDIO R-2 RES. 200 91 BED 1 BATH R-2 RES. 200 322 BED 1 BATH R-2 RES. 200 30COMMUNITY ROOM R-2 ASSEMBLY 15 49LOBBY R-2 ASSEMBLY 15 7MAIL RM R-2 OFFICE 100 1OFFICE R-2 OFFICE 150 4BIKE RM R-2 STORAGE 300 3JAN. CLOSET R-2 STORAGE 300 1RESTRM R-2 RESTROOM 100 1LAUNDRY R-2 LAUNDRY 100 2ELECTRICAL R-2 ELECTRICAL 300 2TELECOM R-2 TELECOM 300 1MECHANICAL R-2 MECH. 300 1WATER R-2 MECH. 300 1TRASH RM R-2 TRASH RM 300 2COURTYARD R-2 EXERCISE 50 74PARKING S-2 PARKING 200 12

232

SECOND FLOOR T.O SHEATHINGSTUDIO R-2 RES. 200 181 BED 1 BATH R-2 RES. 200 482 BED 1 BATH R-2 RES. 200 45LOUNGE R-2 ASSEMBLY 15 6HOMEWORK R-2 OFFICE 150 2LAUNDRY R-2 LAUNDRY 100 3ELECTRICAL R-2 MECH. 300 1

123

THIRD FLOOR T.O. SHEATHINGSTUDIO R-2 RES. 200 181 BED 1 BATH R-2 RES. 200 482 BED 1 BATH R-2 RES. 200 45LOUNGE R-2 ASSEMBLY 15 20LAUNDRY R-2 LAUNDRY 100 3ELECTRICAL R-2 MECH. 300 1

135Grand total 490

1/16" = 1'-0"1 FIRST FLOOR1/16" = 1'-0"2 SECOND FLOOR

1/16" = 1'-0"3 THIRD FLOOR

EXIT ACCESS TRAVEL DISTANCEEGRESS PATH NAME EGRESS PATH LENGTH MAX ALLOWABLE

1ST FLR PATH 104' - 6" 250'2ND FLR PATH 221' - 6" 250'3RD FLR PATH 221' - 6" 250'

NORTH NORTH

NORTH

Digitally signed by Lisa McClellanDate: 2020.05.21 11:58:56-07'00'

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GENERAL SHEET NOTESA. WALL DIMENSIONS ARE FROM FACE OF STUD OR

CL OF COLUMN U.N.O. B. GRID LINES SHOWN ARE FACE OF STUD U.N.O.C. ALL DOOR AND WINDOW DIMENSIONS ARE TO CL

OR OVERALL STOREFRONT UNIT. REFERENCE SCHEDULES AND DOOR AND WINDOW TYPES.

D. REFERENCE STRUCTURAL DRAWINGS FOR GENERAL CONTROL JOINTS @ SLAB. COORDINATE FINAL LOCATIONS WITH ARCHITECT COMPATIBILITY W/ FLOOR FINISHES

E. SEE DOOR SCHEDULE FOR DOOR TYPES AND INSTALLATION DETAILS CORRESPONDING TO DOOR NUMBERS

F. SEE WINDOW SCHEDULE FOR WINDOW TYPESG. SEE UNIT PLAN SHEETS FOR ENLARGED UNIT

PLANS, DIMENSIONS, INTERIOR ELEVATIONS AND REFLECTED CEILING PLANS

H. FOR FLOOR FINISHES, SEE FLOOR FINISH PLAN

KEYNOTES XX-XX

LEGEND

1 HOUR RATED ASSEMBLY

WOOD FRAMED WALL

OBJECT ABOVE

FLOOR DRAINFD

TRENCH DRAINTD

A3.011

1A4.02

A

A

1 1

B

C

C D E F

G

G

H

H

H.2

H.2

J

J

1.8

2.2

2.6

3.4

3.8

4.8

5.8

2

2.3

3

4

5

6

B.9 D.5

A3.012

A3.031

A3.032

A3.033

A3.021

COMMUNITYROOM

108

STG107

MECHANICAL103

OFFICE102

OFFICE101

CORRIDOR136

STAIR 2S2

CORRIDOR131

STORAGE121

ELEV 1E1

ELECTRICAL/METERING114

LONG-TERMBIKE

PARKING115

TRASH116

30' - 0" 11' - 5 1/2" 20' - 0" 20' - 0" 20' - 0 1/2" 15' - 0" 24' - 6" 5' - 6" 24' - 6"

20' -

6"

9' -

6"6'

- 5

1/2"

19' -

6 1

/2"

20' -

0"

15' -

6"

20' -

0"

15' -

6"

20' -

0"

15' -

6 1

/2"

162'

- 6

1/2"

30' - 0" 5' - 6" 5' - 11 1/2" 24' - 0 1/2" 51' - 0" 24' - 6" 5' - 6" 24' - 6"

171' - 0"

30' -

0"

3' -

5 1/

2"8'

- 0"

7' -

9 1/

2"17

' - 2

1/2

"33

' - 0

"33

' - 0

"33

' - 0

1/2

"

165'

- 6"

1A4.01

2A4.01

3A4.01

14' -

6 1

/2"

20' -

0"

15' -

6"

20' -

0"

15' -

6"

20' -

0"

15' -

6 1

/2"

A2.522

LOADING

4.4

5.4

1.91.9

2.5

ELECT104

FIRE RISER135

CLOSET130

A2.572

EW6-

6

EW9-6

EW6-

6

EW2-6

EW5-6

EW1-

61

HR

EW4-

61

HR

EW1-

61

HR

EW3-6

EW4-61 HR

EW3-6

EW6A

-6

EW5-6

EW5-6

EW4-

61

HR EW4-

61

HR EW4-

61

HR EW1-

61

HR

EW6-6

EW9-

6

EW4-

61

HR

EW6-6

EW5-6

EW6B-6

EW6-6

IW1-

4IW

1-4

IW3-61 HR

IW1-4

IW1-

6

IW1-6

IW1-

6

IW2-61 HR

IW2-61 HR

IW2-61 HR

IW2-61 HR

IW2-61 HR

IW2-

61

HR

IW2-61 HR

IW2-

61

HR

IW3-

61

HR

IW3-61 HR

IW3-

61

HR

A2.5113

171' - 0" F.O

. SH

EATH

ING

F.O

. SH

EATH

ING

F.O

. SH

EATH

ING

F.O

. SH

EATH

ING

F.O

. SH

EATH

ING

F.O. SHEATHING

F.O. SHEATHING

F.O

. SH

EATH

ING

F.O

. SH

EATH

ING

F.O

. SH

EATH

ING

F.O. SHEATHINGF.O. SHEATHING

EW6-6

2A4.02

2A5.01

4A5.01

1A5.02

4A5.02

5A5.02

1A5.03

6A5.01

4A5.03

3A5.03

A3.035

A3.034

A3.037

A3.038

A3.039

UNIT 0.1137

UNIT 1.1139

UNIT 0.1141

UNIT 1.1143

TYPE AUNIT 0.3

145

UNIT 1.1146

TYPE AUNIT 1.3

123

UNIT 2.2125

UNIT 2.2124

UNIT 2.2126

UNIT 2.2127

UNIT 2.2129

UNIT 2.2128

A7.091

UNIT 1.1144

UNIT 1.1142

UNIT 1.1140

UNIT 1.1138

A7.061

A7.062

A7.061

A7.062

A7.063

EW8-

6

EW9-

61

HR

EW9-

61

HR

MECHANICAL105

LONG-TERMBIKE

PARKING111

LAUNDRY112

LOBBY100

RESTRM110

LONG-TERMBIKE

PARKING109

A7.092

A7.093

EW9-

61

HR

EW9-

61

HR

A7.088

A7.085

A7.084

STAIR 3S3

A6.053

A6.043

A6.011A2.58

1

A2.564

101A

102A

104A

105A 105B

109A

110A

111A

112A

113A

120B

114A

114B

115A

116A

117A

131A

118A

131B

130A

S3A

135A

136B

136A

107A

120C

108A

103A

DATA118

SECURITY119

120D

A6.021

MAILBOXES106

119A

IW1-4IW4-4

ELEV. DISC.117

A2.5115

A2.511

IW1-6

A2.533

IW3-61 HR

IW3-

61

HR

EW9-6

EW9-

6

IW1-

6

IW1-6

IW1-

6

IW4-

4

IW2-61 HR

17' - 9"

12' - 0"

IW2-

61

HRIW

2-6

1 HR

IW2-

61

HR

IW2-

61

HRIW

2-6

1 HR

IW2-

61

HRIW

2-6

1 HR

IW2-

61

HRIW

2-6

1 HR

IW2-

61

HR

IW1-6

IW1-6

IW1-6

IW1-6

IW2-

61

HRIW

2-6

1 HR

IW2-

61

HR

IW3-61 HR

IW2-

61

HR

IW2-

61

HR

U-6

U-6

U-6

U-6

U-6

U-6

U-6

U-6

U-6

U-6

U-6

U-6

U-6

U-6

STAIR 1S1

30' -

6 1

/2"

IW1-

6

IW1-

6

14' - 3"

5 1/2"

5' -

5 1/

2"14

' - 6

1/2

"

33' -

0"

33' -

0"

33' -

0 1

/2"

7' -

2 1/

2"

116B

A7.087

OFFICE113

FDFDFD

FD

TD

11 1

/2"

0' -

11 1

/2"

A7.035

A7.036

A7.075

A7.035

SIM

A7.076

A7.077

A7.065

A7.093

A7.062

A7.034

A7.034

SIM

120A

108B

108C

EW5-6

EW5-6

A8.01

6

5

A8.014

3

2

IW2-61 HR

A8.0111

8

9

10

1

33-01

33-01

33-01

33-01

33-01

33-01

33-01

33-0133-01

33-01

33-01

A8.01

12

13100A

121A

15A9.03

FEC

FEC

FEC

FEC

FECFEC

FEC

FEC

FEC

FEC

FEC

2'-6" MIN

(5' MIN)5' - 1 3/4"

2'-6

" MIN

S2A

120E

FEC

2'-6" MIN

5' MIN5' - 8"

2'-6" MIN

9' - 4"

2'-6

" MIN

FDFD

1' -

0"

5' MIN

5' - 2" 6' - 0"

2'-6" MIN

3' - 0" 3' - 0" 3' - 0"

3' -

3"

26-08

03-06

03-06

08-0608-06

10-04

22-02

14-01

23-01

23-01

23-01

23-01

23-01

23-01

23-01

23-01

23-01

23-01

23-01

23-01

23-01

08-08

08-08

08-0808-08

32-07

23-02TYP

26-10

9' -

3 1/

2"

5' - 9"

8' - 11"

2' - 11 1/2"

5' - 4 1/2"

2' - 6"

ALIGNALIGN

8' -

9 3/

8"1'

- 3

1/2"

ALIGN

6' -

7 1/

2"

CL

2' -

1"7'

- 3"

C LC L

A

A

5' - 6" 13' - 11 1/4" 6' - 7" 12' - 6 1/2" 14' - 2"

24' -

8 1

/2"

18' -

0 1

/2"

4' -

4 1/

2"

7' - 6"

6' -

1"5'

- 10

"4'

- 8"

C LC L

4' -

4 1/

2"6'

- 4"

C LC L

6' -

1"5'

- 10

"4'

- 8"

C LC L

6' -

4"4'

- 4

1/2"

6' -

1"5'

- 10

"4'

- 8"

4' -

4 1/

2"6'

- 4"

C LC L

C LC L

C LC L

C L

A

C

A

A

A

C

A

A

A

C

A

A

16' - 1 1/2"

CL

2' -

1 3/

4"2'

- 8

3/4"

5' -

3 1/

2"

C LC L

4' -

10 1

/2"

5' -

3 1/

2"

1' -

5 1/

4"C L

C LC L

2' -

5 1/

4"

4' -

10 1

/2"

5' -

3 1/

2"C L

C LC L

6' -

0 1/

4"5'

- 3

1/2"

4' -

10 1

/2"

C LC L

C L

3' -

1 1/

2"C L

S

A

A

A

A

A

A

A

A

P N P

6' - 1"

CL

1' -

6"

23' - 9 1/2"

ALIGN

1' -

2"

7' - 7"CL

10' -

0 1

/2"

7' -

11 1

/2"

3' -

7 1/

2"5'

- 0

1/2"

5' -

5 1/

2"5'

- 3"

7' -

6 1/

2"4'

- 0"

5' -

0 1/

2"5'

- 6"

5' -

3"7'

- 1

1/2"

4' -

5 1/

2"5'

- 0

1/2"

5' -

5 1/

2"5'

- 3"

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

C L

A

A

A

A

A

A

A

A

A

A

A

A

5' -

6"

3' -

4 1/

2"C L

C LC L2' -

7 1/

2"2' -

8" C L

5' -

8 1/

2"5'

- 3

1/2"

5' -

6"5'

- 6"

2' -

10 1

/2"

C LC L

C LC L

C L

5' -

6"5'

- 3

1/2"

5' -

8 1/

2"5'

- 6"

3' -

4 1/

2"

C LC L

C LC L

C L

2' -

11"

5' -

6"5'

- 6"

5' -

3 1/

2"5'

- 8

1/2"

C LC L

C LC L

C L

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

10' -

0"

10' -

0"

4' - 7"

12' - 0"

8"

5' - 9"

8"

16' - 0"

8"

12' - 0"

3' - 0 5/16"

EW3-6

23-02TYP

J

I

IW1-

4IW1-

6

CORRIDOR120

FEC

A9.026

A9.0211

A9.0210

3A7.02

A3.022

4' -

6"

4' -

6"

ABO

VE

3' - 11"CL

CL

10"

A A3.036

26-06

A7.066

SIM

A7.066

IW4-4

NORTH

Job Number:

Sheet No:

THES

E DR

AWIN

GS

ARE

THE

ORI

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AL U

NPUB

LISH

ED W

ORK

O

F TH

E AR

CHIT

ECT

AND

MAY

NO

T BE

DUP

LICA

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OR

USED

W

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HE W

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EN C

ONS

ENT

OF

THE

ARCH

ITEC

T.FI

LE P

ATH:

Drawing:

Bid / Permit Set 05.21.2020

C:\R

evit_

Loca

l\180

45_C

asca

dia_

19_m

ehn.

rvt

A2.11

CENTENNIALPLACEAPARTMENTS

18045

FIRST FLOOR PLAN

3800 SE 164TH AVEPORTLAND, OR 97236

03-06 RAISED CONCRETE PLANTER08-06 ROLL UP GARAGE DOOR TRACK ABOVE08-08 KEYED BIKE ROOM, TYPICAL10-04 2 YARD TRASH BIN, TYPICAL14-01 LOCATION OF FUTURE ELEVATOR. TO BE

USED AS STORAGE CLOSET22-02 HOSE BIB (HOT AND COLD W/ANTI-SCALD)23-01 MECHANICAL SHAFT FOR RANGE HOOD

DUCTWORK. REFER TO MECHANICALDRAWINGS

23-02 MINI SPLIT WALL UNIT, TYP. REFER TOMECHANICAL DRAWINGS

26-06 ELECTRIC CAR CHARGING STATION, REFELECTRICAL DRAWINGS

26-08 INSTALL NEW CALL BOX26-10 PROVIDE PATHWAY FOR FUTURE FLOOR

MOUNTED CALL BOX33-01 VERTICAL RADON MITIGATION PIPE, ROUTE

UP THROUGH ROOF PER SHEET NOTE. SEESHEET A2.01 FOR RADON MITIGATION PLAN

1/8" = 1'-0"1 FIRST FLOOR PLAN0' 4' 8' 16' 32'

Digitally signed by Lisa McClellanDate: 2020.05.21 11:46:11-07'00'

DN

UP DN

UP

UP

DN

A3.011

1A4.02

A

A

1 1

B

B C D E F

G

G

H

H

H.2

H.2

J

J

1.8

2.2

2.6

3.4

3.8

4.8

5.8

2

2.3 2.3

3

4

5

6

B.9 D.5

A3.012

A3.031

A3.032

A3.033

A3.021

HOMEWORKROOM

204

LAUNDRY206

LOUNGE205

ELECTRICAL210

DATA208

ELEV 1E1

1A4.01

2A4.01

3A4.01

STAIR 2S2

A2.511

A2.512

A2.5115

A2.523

A2.533

A2.521

30' - 0" 11' - 5 1/2" 20' - 0" 20' - 0" 20' - 0 1/2" 15' - 0" 24' - 6" 5' - 6" 24' - 6"

162'

- 6

1/2"

30' - 0" 5' - 6" 30' - 0" 51' - 0" 24' - 6" 5' - 6" 24' - 6"

171' - 0"

30' -

0"

3' -

5 1/

2"

8' -

0"7'

- 9

1/2"

17' -

2 1

/2"

33' -

0"

33' -

0"

33' -

0 1

/2"

165'

- 6"

4.4

5.4

1.91.9

2.5

BIKE239

BIKE240

CLOS.222

20' -

6"

9' -

6"6'

- 5

1/2"

5' -

0"14

' - 6

1/2

"20

' - 0

"15

' - 6

"20

' - 0

"15

' - 6

"20

' - 0

"15

' - 6

1/2

"

EW1-

61

HR EW1-

61

HR

EW1-

61

HR

EW1-

61

HR

EW3-

6

EW3-

6

EW3-

6

EW2-

6

EW3-6

EW2-6

EW4-

61

HR EW4-

61

HR

EW4-

61

HR EW4-

61

HREW3-6

EW7-6 EW7-6

IW2-

61

HR

IW2-

61

HRIW2-

61

HR

IW1-6

IW2-61 HR

IW2-61 HR

IW2-

61

HR

IW3-61 HR

IW3-

61

HR

IW3-61 HR

IW2-61 HR

IW2-61 HR

IW2-

61

HR

IW2-41 HR

IW2-61 HR

IW2-61 HR

IW2-61 HR

IW1-6

IW1-4

IW1-6

EW5-6EW5-6

IW1-

6

IW2-61 HR

EW5-

6

IW2-61 HR

IW3-61 HR

IW3-

61

HR

4' - 8"

171' - 0"

F.O

. SH

EATH

ING

F.O

. SH

EATH

ING

F.O

. SH

EATH

ING

F.O

. SH

EATH

ING

F.O

. SH

EATH

ING

F.O. SHEATHING

F.O. SHEATHING

F.O

. SH

EATH

ING

F.O

. SH

EATH

ING

F.O

. SH

EATH

ING

F.O. SHEATHINGF.O. SHEATHING

CORRIDOR223

CORRIDOR220

2A4.02

2A5.01

4A5.01

1A5.02

4A5.02

5A5.02

1A5.03

6A5.01

4A5.03

3A5.03

UNIT 0.2225

UNIT 1.2227

UNIT 0.2229

UNIT 1.2231

UNIT 0.2233

UNIT 1.2235

UNIT 1.2238

UNIT 0.2237

UNIT 0.1236

UNIT 0.1234

UNIT 1.1232

UNIT 1.1230

UNIT 1.1228

UNIT 1.1226

UNIT 2.2213

UNIT 2.2215

UNIT 2.2217

UNIT 2.2219

TYPE AUNIT 2.1

209

UNIT 2.3207

UNIT 2.2214

UNIT 2.2216

UNIT 2.2218

UNIT 1.1239

UNIT 1.1201

UNIT 1.1202

UNIT 1.1203

EW8-

6

EW8-

6EW5-6EW2-6

EW9-

61

HR

EW9-

61

HR

A7.0810

A7.0811

A7.0812

A7.086

A7.086

A6.054

A6.044

A6.012

240B

240A

239B

239A

208A

S2B

S3B

222A

STAIR 3S3

A6.026

210A

A2.5115

A2.531

IW2-

61

HR

IW2-

61

HR

IW2-

61

HRIW

2-6

1 HR

IW2-

61

HRIW

2-6

1 HR

IW2-

61

HRIW

2-6

1 HR

IW2-

61

HRIW

2-6

1 HR

IW2-

61

HRIW

2-6

1 HR

IW2-

61

HRIW

2-6

1 HR

IW2-61 HR

IW2-61 HR

IW2-61 HR

IW2-

61

HR

IW2-

61

HRIW

2-6

1 HR

IW2-

61

HR

IW2-

61

HRIW

2-6

1 HR

IW2-

61

HRIW

2-6

1 HR IW3-

61

HR

IW4-

4

IW2-

61

HR

IW2-61 HR

IW2-61 HR

A2.51 6

7' -

2 1/

2"33

' - 0

"33

' - 0

"33

' - 0

"10

' - 0

1/2

"

A7.034

A7.064

A7.062

A7.087

A7.085A7.08

7

A7.096

IW1-

4

200A

204A

206A

SIGHT / HEARING IMPAIRED

ACCESSIBLE

SIGHT / HEARING IMPAIRED

ACCESSIBLE

EW2-6

EW3-6

STORAGE20920

9A

A8.02

5

6

A8.02 124

A8.023 2

33-0133-01

33-01

33-01

33-01

33-01

33-01

33-0133-01

33-01

33-01

A8.02 1314

IW4-10 IW4-6

FEC

FEC

FEC

FEC

FEC

FEC

FEC

ALIGN

23-01

23-01

23-01

23-01

23-01

23-01 23-01

23-01

23-01

23-01

23-01

23-01

23-01

23-01

23-01

23-01

23-01

23-01

23-01

10-02

08-08

14-01

C LC L

C LC L

C L

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

7' -

11 1

/2"

3' -

7 1/

2"5'

- 3"

5' -

3"5'

- 3"

7' -

6 1/

2"4'

- 0

1/2"

5' -

3"5'

- 3"

5' -

3"7'

- 1

1/2"

4' -

5 1/

2"5'

- 3"

5' -

3"5'

- 3"

7' -

9 1/

2"6'

- 9"

20' -

0"

15' -

6"

20' -

0"

15' -

6"

20' -

0"

15' -

6 1

/2"5'

- 5

1/2"

14' -

6 1

/2"

33' -

0"

33' -

0"

33' -

0 1

/2"

7' -

2 1/

2"

11 1

/2"

0' -

11 1

/2"

2' -

1 3/

4"8'

- 0

1/4"

5' -

1"5'

- 1"

1' -

5 1/

4"2'

- 5

1/4"

10' -

2"

6' -

0 1/

4"5'

- 1"

5' -

1"

10' -

0 1

/2"

C L10

' - 0

"10

' - 0

"

6"

15' -

6"

5' -

1"5'

- 1"

5' -

1"5'

- 1"

4' -

0 3/

4"

5' -

1"5'

- 1"

C LC L

C LC L

C L

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

12' - 6 1/2" 3' - 2"

CL CL

G G

3' -

10 1

/4" C L

4' - 0"

C LC L

C L

5' -

6"5'

- 6"

3' -

4 1/

2"

5' -

6"11

' - 0

"5'

- 6"

3' -

4 1/

2"

5' -

6"5'

- 6"

5' -

6"5'

- 6"

2' -

11"

5' -

6"5'

- 6"

5' -

6"5'

- 6"

2' -

10 1

/2"

4 1/

2"

5' -

1 1/

2"2'

- 10

1/2

"5'

- 6"

5' -

6"5'

- 6"

5' -

6"

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

Q1

K1

3' - 10" 5' - 1" 5' - 1"CL CL CL

A A A

2' - 10 1/2"5' - 1" 5' - 1"CL CL CL

6' - 6 1/2" 5' - 1" 5' - 1" 2' - 10 1/2"5' - 1" 5' - 1"CL CL CL CL CL CL

7' - 4 1/2" 5' - 1" 5' - 1" 5' - 1"CL CL CL CL

AAAAA A A A A AA A A

2' - 3 1/2"CL

D

F

F

4' -

0"

24' -

8 1

/2"

EW8-

6

C LC L

A

A

8' -

6"5'

- 1"

C LC L

C LC L

6' -

6"CL

CL

3' -

7"

A

B

A

C

A

A

B

A

C

A

A

B

A

C

A

B

A

C

A

A

15A9.03

6' - 10"

2' - 9"

7' - 0"

EW3-6

EW3-6

EW3-6

EW3-6

EW3-6

EW3-6

EW3-6

24' -

8 1

/2"

CORRIDOR200

A7.037 OPP

4' -

10"

3' -

5"

4' -

3 1/

2"6'

- 4"

9' -

9 1/

2"

4' - 0"

9' -

9 1/

2"

4' - 0"

9' -

9 1/

2"

9' -

9 1/

2"1'

- 0"

4' - 0"

6' -

6"4'

- 10

"7'

- 8

1/2"

6' -

4"5'

- 0"

4' -

10"

3' -

5"

4' -

3 1/

2"6'

-4"

6' -

6"4'

- 10

"3'

- 5"

4' -

3 1/

2"6'

- 4"

C LC L

C LC L

C LC L

C LC L

6' -

6"CL

CL

A3.022

5' -

6"5'

- 2"

10' -

10"

C LC L

C L

A3.036

LEGEND

1 HOUR RATED ASSEMBLY

WOOD FRAMED WALL

OBJECT ABOVE

FLOOR DRAINFD

TRENCH DRAINTD

GENERAL SHEET NOTESA. WALL DIMENSIONS ARE FROM FACE OF STUD OR

CL OF COLUMN U.N.O. B. GRID LINES SHOWN ARE FACE OF STUD U.N.O.C. ALL DOOR AND WINDOW DIMENSIONS ARE TO CL

OR OVERALL STOREFRONT UNIT. REFERENCE SCHEDULES AND DOOR AND WINDOW TYPES.

D. REFERENCE STRUCTURAL DRAWINGS FOR GENERAL CONTROL JOINTS @ SLAB. COORDINATE FINAL LOCATIONS WITH ARCHITECT COMPATIBILITY W/ FLOOR FINISHES

E. SEE DOOR SCHEDULE FOR DOOR TYPES AND INSTALLATION DETAILS CORRESPONDING TO DOOR NUMBERS

F. SEE WINDOW SCHEDULE FOR WINDOW TYPESG. SEE UNIT PLAN SHEETS FOR ENLARGED UNIT

PLANS, DIMENSIONS, INTERIOR ELEVATIONS AND REFLECTED CEILING PLANS

H. FOR FLOOR FINISHES, SEE FLOOR FINISH PLAN

KEYNOTES XX-XX

NORTH

Job Number:

Sheet No:

THES

E DR

AWIN

GS

ARE

THE

ORI

GIN

AL U

NPUB

LISH

ED W

ORK

O

F TH

E AR

CHIT

ECT

AND

MAY

NO

T BE

DUP

LICA

TED

OR

USED

W

ITHO

UT T

HE W

RITT

EN C

ONS

ENT

OF

THE

ARCH

ITEC

T.FI

LE P

ATH:

Drawing:

Bid / Permit Set 05.21.2020

C:\R

evit_

Loca

l\180

45_C

asca

dia_

19_m

ehn.

rvt

A2.12

CENTENNIALPLACEAPARTMENTS

18045

SECOND FLOORPLAN

3800 SE 164TH AVEPORTLAND, OR 97236

1/8" = 1'-0"1 SECOND FLOOR PLAN

08-08 KEYED BIKE ROOM, TYPICAL10-02 WALL HUNG BIKE RACKS - PROVIDE BACKING

IN WALL, TYPICAL14-01 LOCATION OF FUTURE ELEVATOR. TO BE

USED AS STORAGE CLOSET23-01 MECHANICAL SHAFT FOR RANGE HOOD

DUCTWORK. REFER TO MECHANICALDRAWINGS

33-01 VERTICAL RADON MITIGATION PIPE, ROUTEUP THROUGH ROOF PER SHEET NOTE. SEESHEET A2.01 FOR RADON MITIGATION PLAN

0' 4' 8' 16' 32'

Digitally signed by Lisa McClellanDate: 2020.05.21 11:46:16-07'00'

DN

DN

DN

A3.011

1A4.02

A

A

1 1

B

B C D E F

G

G

H

H

H.2

H.2

J

J

1.8

2.2

2.6

3.4

3.8

4.8

5.8

2

2.3 2.3

3

4

5

6

B.9 D.5

A3.012

A3.031

A3.032

A3.033

A3.021

DATA308

HOMEWORKROOM

304

LAUNDRY306

LOUNGE305

ELECTRICAL310

STAIR 2S2

1A4.01

2A4.01

3A4.01

ELEV 1E1

30' - 0" 11' - 5 1/2" 20' - 0" 20' - 0" 20' - 0 1/2" 15' - 0" 24' - 6" 5' - 6" 24' - 6"

162'

- 6

1/2"

20' -

6"

9' -

6"6'

- 5

1/2"

5' -

0"14

' - 6

1/2

"20

' - 0

"15

' - 6

"20

' - 0

"15

' - 6

"20

' - 0

"15

' - 6

1/2

"

4.4

5.4

1.91.9

2.5

BIKE341

CLOS.322

EW3-

6

EW3-

6

EW3-

6

EW2-

6

EW3-6

EW5-

6

IW2-61 HR

IW2-61 HR

IW2-61 HR

IW1-

6

IW2-

61

HR

IW2-

61

HR

IW2-

61

HR

IW2-61 HR

IW2-61 HR

IW3-61 HR

IW3-61 HR

IW1-6

IW1-6

IW1-4

IW2-61 HR

EW5-6

171' - 0" F.O

. SH

EATH

ING

F.O

. SH

EATH

ING

F.O. SHEATHING

F.O. SHEATHING

F.O

. SH

EATH

ING

F.O

. SH

EATH

ING

F.O. SHEATHINGF.O. SHEATHING

CORRIDOR323

CORRIDOR320

CORRIDOR300

2A4.02

2A5.01

4A5.01

1A5.02

4A5.02

5A5.02

1A5.03

6A5.01

4A5.03

3A5.03

A2.531 A2.52

1

UNIT 0.2325

UNIT 1.2327

UNIT 0.2329

UNIT 1.2331

UNIT 0.2333

UNIT 1.2335

UNIT 1.2338

UNIT 0.2337

UNIT 0.1336

UNIT 0.1334

UNIT 1.1332

UNIT 1.1330

UNIT 1.1328

UNIT 1.1326

UNIT 2.2313

UNIT 2.2315

UNIT 2.2317

UNIT 2.2319

TYPE AUNIT 2.1

309

UNIT 2.3307

UNIT 2.2314

UNIT 2.2316

UNIT 2.2318

UNIT 1.1339

UNIT 1.1301

UNIT 1.1302

UNIT 1.1303

EW8-

6

A6.057

340A

340B

341A

341B

S2C322A

S3C

308A

A6.028

310A

BIKE340

A2.533

A2.512

A2.523

A2.5115

4' - 8"

EW5-6EW5-6

EW8-

6

EW7-6 EW7-6

IW2-

61

HR

IW2-61 HR

IW2-61 HR

IW1-

6

IW2-61 HR

IW2-

61

HRIW

2-6

1 HR

IW2-

61

HR

IW2-

61

HRIW

2-6

1 HR

IW2-

61

HR

IW2-

61

HR

IW3-

61

HR

IW2-41 HR

IW3-

61

HRIW

3-6

1 HR

IW4-

4EW

1-6

1 HR

EW1-

61

HR

EW4-

61

HR EW4-

61

HR

EW3-6

IW2-61 HR

IW2-61 HR

EW1-

61

HR EW1-

61

HR

EW2-6

EW4-

61

HR EW4-

61

HR

IW2-

61

HR

EW9-

61

HR

IW1-

4IW

1-4

IW2-

61

HRIW

2-6

1 HR

IW2-

61

HRIW

2-6

1 HR

IW2-

61

HR

IW2-

61

HRIW

2-6

1 HR

IW2-

61

HR

IW2-61 HR

IW2-61 HRIW2-6

1 HR

IW2-

61

HR

IW2-

61

HR

IW2-61 HR

IW2-61 HR

7' -

2 1/

2"33

' - 0

"33

' - 0

"33

' - 0

"10

' - 0

1/2

"

A7.0811

A7.0812

A7.086

A7.034

A7.064

A7.062

A7.087

A7.085A7.08

7

A7.096

304A

306A

IW1-

4IW

1-4

IW1-

4IW

1-4

EW2-6

A7.086

STORAGE309

309A

33-01

33-01

33-01

33-01

33-01

33-01

33-01

33-0133-01

33-01

33-01

IW4-10 IW4-6

FEC

FEC

FEC

FEC

FEC

FEC

FEC

ALIGN

23-01

23-01

23-01

23-01

23-01

23-01

23-01

23-01

23-01

33-01

23-01 23-01

23-01

23-01

23-01

23-01

23-01

23-01

23-01

23-01

14-01

10-02

08-08

14' -

6 1

/2"

20' -

0"

15' -

6"

20' -

0"

15' -

6"

20' -

0"

15' -

6 1

/2"5'

- 5

1/2"

14' -

6 1

/2"

0' -

11 1

/2"

2' -

1 3/

4"8'

- 0

1/4"

5' -

1"5'

- 1"

1' -

5 1/

4"2'

- 5

1/4"

10' -

2"

6' -

0 1/

4"5'

- 1"

5' -

1"

6"

15' -

6"

5' -

1"5'

- 1"

5' -

1"5'

- 1"

4' -

0 3/

4"

5' -

1"5'

- 1"

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

3' -

10 1

/4" C L

7' -

11 1

/2"

3' -

7 1/

2"5'

- 3"

5' -

3"5'

- 3"

7' -

6 1/

2"4'

- 0

1/2"

5' -

3"5'

- 3"

5' -

3"7'

- 1

1/2"

4' -

5 1/

2"5'

- 3"

5' -

3"5'

- 3"

33' -

0"

33' -

0"

33' -

0 1

/2"

7' -

2 1/

2"10

' - 0

1/2

"C L

10' -

0"

10' -

0"

C L

12' - 6 1/2" 3' - 2"

CL CL

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

H

30' -

0"

3' -

5 1/

2"

8' -

0"7'

- 9

1/2"

17' -

2 1

/2"

33' -

0"

33' -

0"

33' -

0 1

/2"

165'

- 6"

5' -

6"5'

- 6"

3' -

4 1/

2"

5' -

6"5'

- 6"

5' -

6"5'

- 6"

3' -

4 1/

2"

5' -

6"5'

- 6"

5' -

6"5'

- 6"

2' -

11"

5' -

6"5'

- 6"

5' -

6"5'

- 6"

2' -

10 1

/2"

4 1/

2"

5' -

1 1/

2"

7"4' -

11"

5' -

6"5'

- 6"

5' -

6"

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

5' -

6"

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

C LC L

G G

Q2

K2

E

F

F

3' - 10" 5' - 1" 5' - 1"CL CL CL

2' - 10 1/2"5' - 1" 5' - 1"CL CL CL

6' - 6 1/2" 5' - 1" 5' - 1" 2' - 10 1/2"5' - 1" 5' - 1"CL CL CL CL CL CL

7' - 4 1/2" 5' - 1" 5' - 1" 5' - 1"CL CL CL CL

2' - 3 1/2"CL

A A A A A A A A A A A AA A A A A

8' -

6"5'

- 3"

C LC L

A

A

4' - 0".

3' -

7"

A

B

A

C

A

A

B

A

C

A

A

B

A

C

A

B

A

C

A

A

15A9.03

7' - 0"

2' - 9"

EW3-6

EW3-6

EW3-6

EW3-6

EW3-6

EW3-6

EW3-6

EW3-6

A7.037 OPP

A7.0810

4' - 0"

C LC L

C LC L

6' -

6"CL

CL4'

- 10

"3'

- 5"

4' -

3 1/

2"6'

- 4"

9' -

9 1/

2"

4' - 0"

9' -

9 1/

2"

4' - 0"

9' -

9 1/

2"

9' -

9 1/

2"

4' - 0"

6' -

6"4'

- 10

"7'

- 8

1/2"

6' -

4"5'

- 0"

4' -

10"

3' -

5"

4' -

3 1/

2"6'

- 4"

6' -

6"4'

- 10

"3'

- 5"

4' -

3 1/

2"6'

- 4"

C LC L

C L

C LC L

C LC L

6' -

6"CL

CL

A3.022

22-04

A3.036

30' - 0" 5' - 6" 30' - 0" 51' - 0" 24' - 6" 5' - 6" 24' - 6"

171' - 0"

F.O

. SH

EATH

ING

F.O

. SH

EATH

ING

F.O

. SH

EATH

ING

F.O

. SH

EATH

ING

GENERAL SHEET NOTESA. WALL DIMENSIONS ARE FROM FACE OF STUD OR

CL OF COLUMN U.N.O. B. GRID LINES SHOWN ARE FACE OF STUD U.N.O.C. ALL DOOR AND WINDOW DIMENSIONS ARE TO CL

OR OVERALL STOREFRONT UNIT. REFERENCE SCHEDULES AND DOOR AND WINDOW TYPES.

D. REFERENCE STRUCTURAL DRAWINGS FOR GENERAL CONTROL JOINTS @ SLAB. COORDINATE FINAL LOCATIONS WITH ARCHITECT COMPATIBILITY W/ FLOOR FINISHES

E. SEE DOOR SCHEDULE FOR DOOR TYPES AND INSTALLATION DETAILS CORRESPONDING TO DOOR NUMBERS

F. SEE WINDOW SCHEDULE FOR WINDOW TYPESG. SEE UNIT PLAN SHEETS FOR ENLARGED UNIT

PLANS, DIMENSIONS, INTERIOR ELEVATIONS AND REFLECTED CEILING PLANS

H. FOR FLOOR FINISHES, SEE FLOOR FINISH PLAN

KEYNOTES XX-XX

LEGEND

1 HOUR RATED ASSEMBLY

WOOD FRAMED WALL

OBJECT ABOVE

FLOOR DRAINFD

TRENCH DRAINTD

DRAFT

DRAFT

DRAFT

DRAFT

DRAFT

DRAFT

DR

AFT

DRAFT

DR

AFT

DR

AFT

DRAFT

DRAFT

DRAFT

DRAFT

DRAFT

DR

AFT

NORTH

Job Number:

Sheet No:

THES

E DR

AWIN

GS

ARE

THE

ORI

GIN

AL U

NPUB

LISH

ED W

ORK

O

F TH

E AR

CHIT

ECT

AND

MAY

NO

T BE

DUP

LICA

TED

OR

USED

W

ITHO

UT T

HE W

RITT

EN C

ONS

ENT

OF

THE

ARCH

ITEC

T.FI

LE P

ATH:

Drawing:

Bid / Permit Set 05.21.2020

C:\R

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A2.13

CENTENNIALPLACEAPARTMENTS

18045

THIRD FLOOR PLAN

3800 SE 164TH AVEPORTLAND, OR 97236

1/8" = 1'-0"1 THIRD FLOOR PLAN

08-08 KEYED BIKE ROOM, TYPICAL10-02 WALL HUNG BIKE RACKS - PROVIDE BACKING

IN WALL, TYPICAL14-01 LOCATION OF FUTURE ELEVATOR. TO BE

USED AS STORAGE CLOSET22-04 BOOSTER PUMP HYDRO TANK, REFER TO

PLUMBING DRAWINGS23-01 MECHANICAL SHAFT FOR RANGE HOOD

DUCTWORK. REFER TO MECHANICALDRAWINGS

33-01 VERTICAL RADON MITIGATION PIPE, ROUTEUP THROUGH ROOF PER SHEET NOTE. SEESHEET A2.01 FOR RADON MITIGATION PLAN

1/32" = 1'-0"2 THIRD FLOOR DRAFTSTOPPING DIAGRAM

0' 4' 8' 16' 32'

Digitally signed by Lisa McClellanDate: 2020.05.21 11:46:22-07'00'

UP

UP DN

DN

2.2

2.3

D.5

2A6.02

A6.034

IW1-4

1' - 0" 26' - 0"

4' -

5"

(19) RISERS @ 7" MAX16' - 6" (18) TREADS @ 11" MIN

IW1-6

A6.03 3

RADON PIPE FEC

5A6.03

7A6.02

5A6.04

A6.03

1

A6.029

TYP

1' - 0"

1 X 1/2" FLAT GUARDRAIL15' - 10"

4' -

11"

2.2

2.3

D.5

2A6.02

IW1-4 IW1-4

6' - 7"

WALL FINISH PER INTERIOR ELEVATION

12' - 9" 5' - 11"

5' - 0"

200A

(18) RISERS @ 7" MAX15' - 7" (17) TREADS @ 11" MIN

RADON PIPE IW2-61 HR

TYP1' - 0"

TYP0"

4' -

4 1/

2"

4' -

4"

9' - 6 1/2"

IW1-

45A6.04

7A6.02

TYP

1' - 0"

2.2

2.3

D.5

2A6.02

5' - 4 3/4"

WALL FINISH PER INTERIOR ELEVATION

10' - 0" 8' - 8 1/2"

TYP2 53/64"

5A6.04

7A6.02

IW1-4 IW1-4

RADON PIPE

IW1-4

4' -

4"

IW2-61 HR

TYP

FIRST FLOOR T.O. SLAB0' - 0"

SECOND FLOOR T.OSHEATHING

11' - 0"

THIRD FLOOR T.O.SHEATHING

21' - 0"

EAVE32' - 0"

T.O. PARAPET FRAMING35' - 0"

C D D.5

B.O. TRUSS29' - 11 1/4"

4' -

0"

F-7

F-7

F-1

F-1

A6.025 TYP

TYP5

A6.04

7A6.02 TYP

HAN

DR

AIL

TYP

3' -

0"

HAN

DR

AIL

TYP

3' -

0"

5A6.03

R-2

WD-2

WD-2

9A6.02

WD-2

10' - 0" 10' - 0" 1' - 6"

EQEQ

REFRENCE PLANS

REFERENCE PLANS FOR WALL TYPE INFORMATION

2x14 WOOD STRINGER W/ 2x6 SISTER RIPPED TO FIT TYP

REFERENCE FLOOR FINISH PLAN & SCHEDULE FOR FLOOR FINISH INFORMATION

3/4" PLYWOOD TREAD & RISER

4".

R 0' - 0 1/8"

1"1

1/2"

1/4" 1/4"

1"

1-1/2" X 1" CONTINUOUS WOOD HANDRAIL, ROUTE CHANNEL FOR CONTINUOUS 1 X 3/8" FLAT BAR TOP RAIL

2"

WALL PER PLAN

WD-2 FINISH. REFER TO FINISH SCHEDULE

1 X 1/2" FLAT BAR, WELD, GRIND ALL WELDS SMOOTH, TYP.

WAL

L PE

R P

LAN

, TYP

1/2" APPLE PLY PANEL (WD-2) PER FINISH SCHEDULE1/8"

11"

1/8" x 1/8" KERF TO ALIGN WITH STAIR TREADS. SEE INTERIOR ELEVATIONS

CARPET, REF FINISH PLAN & SCHEDULE

CARPET, WRAP BEHIND METAL NOSING

CAST IRON NOSING W/ COUNTERSUNK FASTENERS - REF SPEC

Job Number:

Sheet No:

THES

E DR

AWIN

GS

ARE

THE

ORI

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AL U

NPUB

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ED W

ORK

O

F TH

E AR

CHIT

ECT

AND

MAY

NO

T BE

DUP

LICA

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OR

USED

W

ITHO

UT T

HE W

RITT

EN C

ONS

ENT

OF

THE

ARCH

ITEC

T.FI

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ATH:

Drawing:

Bid / Permit Set 05.21.2020

C:\R

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l\180

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A6.02

CENTENNIALPLACEAPARTMENTS

18045

STAIRS PLANS/SECTIONS/ DETAILS

3800 SE 164TH AVEPORTLAND, OR 97236

3/8" = 1'-0"1 STAIR 1 - FIRST FLOOR PLAN

3/8" = 1'-0"6 STAIR 1 - SECOND FLOOR PLAN

3/8" = 1'-0"8 STAIR 1 - THIRD FLOOR PLAN

3/8" = 1'-0"2 STAIR 1 - SECTION 1

3/8" = 1'-0"4 STAIR 1 - FIRST FLOOR RCP

3" = 1'-0"3 DETAIL AT STRINGER

3" = 1'-0"7 HANDRAIL DETAIL AT WOOD FINISH WALL

6" = 1'-0"9 WD-2 FINISH DETAIL AT S1 AND 1ST FLOOR ELEV LOBBY

3" = 1'-0"5 TYPICAL NOSING DETAIL

Digitally signed by Lisa McClellanDate: 2020.05.21 11:50:11-07'00'