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PROJECT DATA - ZONING
PROJECT NAME:
ADDRESS:
LOCATION:
OCCUPANCY:
BUILDING AREA:
SITE AREA:
DESIGN CRITERIA:
PEARL APARTMENTS
1319 NW JOHNSON STREET
PORTLAND, OREGON
R2, M
39,048 SF (INCLUDES EXTERIOR AREA WITHIN THE HORIZONTAL PROJECTION OF A ROOF OR FLOOR ABOVE PER 2014 OSSC CHAPTER 2)
6,000 SF
(CX) CENTRAL EMPLOYMENT ZONE(d) DESIGN OVERLAY(CC) CENTRAL CITY PLAN DISTRICTRIVER DISTRICT SUBDISTRICT
Date:
Project #
Revisions:
tva architects inc.
920 sw sixth avenue | suite 1500portland, oregon 97204phone: 503 220 0668www.tvaarchitects.com
9/2
7/2
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A0.02
LIFE SAFETY &ZONING
01.16.20
TVA 16021
PE
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ME
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SP
ort
lan
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reg
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HUD
CLOSING
UP, S: 0% AT NORTH ELEVATION BETWEEN G.L. 4 AND8
UP, S: 45% AT NORTH ELEVATION BETWEEN G.L. 1AND 4
UP, S: 0% AT WEST ELEVATION BETWEEN G.L. B ANDE
UP, S: U.L. AT WEST ELEVATION BETWEEN G.L. A ANDB
EXTERIOR OPENING PROTECTION
UP, S: UNLIMITED AT SOUTH AND EAST ELEVATIONS
ROOF CONSTRUCTION AT EMERGENCYGENERATOR
- 2 HR
ROOF CONSTRUCTION 1 1/2 HR
1 HR TO COMPLYWITH 705.11PARAPETS
EXCEPTION 4
FLOOR CONSTRUCTION - FLOORS 4-7 - 0 HR
FLOOR CONSTRUCTION - FLOOR 3 3 HR -
FLOOR CONSTRUCTION - FLOOR 2 2 HR -
NON-BEARING WALLS AND PARTITIONS -... 0 HR 0 HR
OCC GROUPS M & R: X ≥ 30 0 HR 0 HR
OCC GROUPS M & R: 10 ≤ X < 30 1 HR 1 HR
OCC GROUP R: 5 ≤ X < 10 1 HR 1 HR
OCC GROUP M: 5 ≤ X < 10 2 HR 1 HR
OCC GROUP R: X < 5 1 HR 1 HR
OCC GROUP M: X < 5 2 HR 2 HR
FIRE SEPARATION DISTANCE - X (FT)
NON-BEARING WALLS AND PARTITIONS -EXTERIOR
INTERIOR BEARING WALLS 3 HR 0 HR
EXTERIOR BEARING WALLS 3 HR 2 HR
STRUCTURAL FRAME 3 HR 0 HR
TYPE IA TYPE IIIB
TYPE OF CONSTRUCTION
FIRE RESISTIVE BUILDING ELEMENTS
LEVELS 03-07: 80,000 SF
TOTAL ALLOWABLE BUILDING AREA LEVEL 01-02: UNLIMITED
WIDTH OF PUBLIC WAY (W) 60 FT
PERIMETER USED AS FRONTAGE (F) N/A
TOTAL BUILDING PERIMETER (P) 320 LF
LEVELS 03-07: 16,000 SF/FLOOR
LEVEL 02: UNLIMITED
ALLOWABLE BASE AREA (At) (TABLE 503) LEVEL 01: UNLIMITED
SUMMARY OF RATIOS CALCULATION N/A
BUILDING AREA DATA
Total 58 39,048 SF
7 8 5398 SF
6 10 5502 SF
5 10 5539 SF
4 10 5561 SF
3 10 5502 SF
2 10 5652 SF
1 0 5894 SF
BUILDINGAREASUMMARY
LEVELNUMBER OF APT.
UNITS
AREA (INCLUDING EXTERIOR AREA WITHIN THEHORIZONTAL PROJECTION OF A ROOF OR FLOOR
ABOVE, PER 2014 OSSC CHAPER 2)
BASEMENT NONE
TYPE IA AND TYPE IIIB CONSTRUCTION SEPARATEDBY 3-HOUR HORIZONTAL BUILDING SEPARATION ANDCONSIDERED SEPARATE AND DISTINCT BUILDINGSPER OSSC 510.2 THROUGH APPEAL.
TYPE IIIB CONSTRUCTION: BASE ALLOWABLEHEIGHT: 4 STORIES. 1-STORY INCREASE WITH NFPA13 SPRINKLER SYSTEM. 5 STORIES PROVIDED.ALLOWABLE NUMBER OF STORIES
TYPE 1A CONSTRUCTION: UNLIMITED. 2 STORIESPROVIDED.
PROPOSED NUMBER OF STORIES 7
MAXIMUM ALLOWABLE HEIGHT 75'-0"
PROPOSED BUILDING HEIGHT 73'-3", ROOF STRUCTURE: 5'-0"
PROPOSED FIRE PROTECTION SPRINKLER COVERAGE PROVIDED THROUGHOUT
TYPE IIIB: LEVELS 03-07
TYPE OF CONSTRUCTION TYPE IA: LEVELS 01-02
BUILDING CONSTRUCTION DATA
TOTAL OCCUPANT LOAD 324
OCCUPANCY SEPARATION N/A
OCCUPANCY CLASSIFICATION R2, M
BUILDING OCCUPANCY CLASSIFICATION
CITY OF PORTLAND BDS TYPE III CODE...
2016 PORTLAND FIRE CODE
ICC A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
2010 OREGON ELEVATOR SPECIALTY...
2014 OREGON FIRE CODE
2014 OREGON PLUMBING SPECIALTY...
2014 OREGON ELECTRICAL SPECIALTY...
2014 OREGON MECHANICAL SPECIALTY...
2014 OREGON ENERGY EFFICIENCY... AMERICANS WITH DISABILITIES ACT
2014 OREGON STRUCTURAL SPECIALTY... FAIR HOUSING ACT
GOVERNING CODES
FIRE & LIFE SAFETY SUMMARY
WOOD FRAMED WALLS R21
STEEL FRAMED WALLS R21 + R8.4 c.i.
MASONRY WALLS W/ INSULATION R15 c.i.
ROOFS R49 ATTIC/ ENERGY TRUST of OR INCENTIVE
FLOORS OVER UNCONDITIONED SPACES U 0.064 or R12.5 c.i.
GLAZED WOOD WINDOWS U 0.29
MAX U-VALUES /MIN R-VALUES
GLAZED WOOD DOORS U 0.32
SOLAR HEAT GAIN COEFFICIENT 0.27 WINDOWS, 0.22 DOORS
OVERALL U FACTOR 0.29 WINDOWS, 0.32 DOORS
WOODSTOREFRONTAND METAL-CLADWOOD WINDOWS
DESCRIPTION INSULATING, LOW-E GLASS
ENERGY CODE ANALYSIS METHOD COMCheck
ENERGY CODE REQUIREMENTSTHE PROJECT HAS BEEN DESIGNED TO BE LEED GOLD RATED
NOTE SEE FLS SHEETS FOR ADDITIONAL EGRESS INFORMATION
PRE-FIREPROTECTIONPLAN
CONTRACTOR TO PROVIDE ON-SITE AFTER-HOURS SECURITY (PHYSICAL PRESENCE) AND SECUREDPERIMETER FENCING. THE ON-SITE AFTER-HOURS SECURITY (PHYSICAL PRESENCE) IS REQUIRED ATTHE COMPLETION OF SECOND FLOOR FRAMING AND IS ALLOWED TO BE TERMINATED WHEN THE FIRESPRINKLER SYSTEM IS ON AND FULLY FUNCTIONAL.
ESTIMATED FIRE FLOW REQUIRED SEE CIVIL DRAWINGS FOR ADD'L INFORMATION
MINIMUM NUMBER OF FIRE HYDRANTS 1
FIRE HYDRANT ACCESSHYDRANT AT SW CORNER OF INTERSECTIONBETWEEN NW JOHNSON STREET AND NW 13THAVENUE
CURB MARKING N/A
VERTICAL CLEARANCE NW JOHNSON STREET UNOBSTRUCTED
WIDTH 26'-0"
MINIMUMALTERNATE CONDITIONS TO AERIAL FIREAPPARATUS ACCESS
MAXIMUM NONE
FIRE APPARATUSACCESS ROADS
DESCRIPTION REQUIREMENTS
FIRE DEPARTMENT VEHICLE ACCESS PROVIDED NW JOHNSON STREET/ CURBSIDE
FIRE DEPARTMENT ACCESS
MINIMUM INLET SEPARATION FROMCONTAMINANT SOURCES
10 FEET HORIZONTAL AND MIN. 3 FEET BELOWCONTAMINANT SOURCE
MINIMUM INLET DISTANCE TO STREET 10 FEET, < 10 FEET IF 25 FEET ABOVE STREET
MINIMUM OUTLET DISTANCE TO PROPERTY LINE(ENVIRONMENTAL AIR)
3 FEET
MINIMUM INLET DISTANCE TO PROPERTY LINE 10 FEET
MINIMUM OPERABLE OPENING/OUTLETSEPARATION (ENVIRONMENTAL AIR)
3 FEET
MINIMUM INLET/OUTLET SEPARATION 10 FEET
OCCUPANCY VENTILATION REQUIREMENTS
FIRE DETECTION SUPPRESSION. THE STAIR ENCLOSURE STANDPIPE HOSE CONNECTIONS AND VALVE INSTALLATIONS TOBE PROVIDED ON THE FLOOR LANDINGS, NOT THE INTERMEDIATE LANDINGS. HOSE CONNECTIONS TO BE ORIENTED TOALLOW FOR EASE OF CONNECTING AND OPERATING FIRE HOSE. BUILDING REQUIRING STANDPIPES ARE REQUIRED TOHAVE AT LEAST ONE STANDPIPE THAT TERMINATES ON THE ROOF. UNLESS THERE ARE PORTIONS OF THE STRUCTUREOR ROOF MOUNTED EQUIPMENT FURTHER THAN 200 FEET FROM THE ONE REQUIRED ROOFTOP STANDPIPE, OTHERREQUIRED STANDPIPES MAY TERMINATE AT THE TOP STAIR LANDINGS. IN BUILDINGS WITH MORE THAN ONE STANDPIPEPROVIDED, THE STANDPIPES SHALL BE INTERCONNECTED IN ACCORDANCE WITH NFPA 14. IF PRESSURE REDUCINGVALVES (PRV) ARE REQUIRED DUE TO PRESSURES IN THE SPRINKLER SYSTEM EXCEEDING 175 PSI, THE MINIMUM DRAINSIZE SHALL BE 3”. ACCOMMODATIONS SHALL BE DESIGNED TO ALLOW FOR ANNUAL FLOW TESTING OF EACH PRV.
TYPE AND SIZE OF FIRE EXTINGUISHER 4A:60BC (10-LB)
PORTABLE FIRE EXTINGUISHER PROVIDED AS NOTED PER FIRE LIFE SAFETY PLAN
NFPA 72 SMOKE DETECTION & FIRE ALARMSYSTEMS
THROUGHOUT
STANDPIPES WET TYPE IN ACCORDANCE WITH NFPA 13
AREA COVERED THROUGHOUT
WATER SUPPLY DOMESTIC
SPRINKLERS STANDARD NFPA 13 TYPE
NFPA 13 SPRINKLER SYSTEM AUTOMATIC WET TYPE SPRINKLER SYSTEMSPRINKLERSYSTEMDESCRIPTION
TYPE PROVIDED
AUTOMATIC SPRINKLER SYSTEM PROVIDED YES
AUTOMATIC SPRINKLER SYSTEM REQUIREMENT
FIRE DETECTION SUPPRESSION
SIGNS TITLE 32 IN COMPLIANCE
PARKING ACCESSRESTRICTEDSTREETS
NW 13TH AVENUE NO PARKING PROVIDED
GROUND FLOORACTIVE USES
33.510.225 REQUIREDACTIVE RETAIL SPACES AT THESTREET LEVEL ALONG NW 13THAVE AND NW JOHNSON ST
GROUND FLOORWINDOWS
33.510.220 REQUIRED
SOUTH: X% LENGTH GLAZED,X% AREA GLAZEDEAST: X% LENGTH GLAZED,X% AREA GLAZED
8-INCH SETBACKS @ NORTH &WEST
REQUIREDBUILDING LINES
33.510.215 / TABLE140-3
10'-0" MAXIMUM SETBACK;REQUIRED BUILDING LINESAPPLY
0-FT SETBACKS @ SOUTH & EAST
HEIGHTSTANDARD
MAP 510-3.1 MAXIMUM HEIGHT: 75-FT73'-3" (TOP OF PARAPET)ROOF STRUCTURE: 5'-0" ABOVEPARAPET
FLOOR AREARATIO
33.510.200c / MAP510-2.1
BASE FAR : 4:1RESIDENTIAL BONUS FAR: 3:1MAXIMUM FAR: 7:1
6.52 FAR
LOT SIZE . 6,000 SF
PRIMARY USES 33.510.116cHOUSEHOLD LIVING, RETAIL,SERVICE
MIXED USE (RESIDENTIAL / RETAIL)
DESCRIPTION REFERENCE REQUIRED PROVIDED
EX - CENTRAL EMPLOYMENT ZONECH 33.510
FUEL PORTRELOCATION
PFC 5704.2.7.5.2
FILLING CONNECTION TO CLASSI/II/IIIA LIQUIDS SHALL BE LOCATEDMORE THAN 5 FEET FROM ABUILDING OPENING
PORT IS LOCATED ON GROUND FLOOR, <5'TO ALCOVE BUT 7' TO DOOR, SURROUNDEDBY TYPE 1A CONSTRUCTION (2HR RATING)WITH 90MIN RATED DOOR, SPRINKLERHEAD WILL BE PROVIDED IN ALCOVE
"THE ADMINSITRATIVE STAFF HAS REVIEWED YOUR APPEAL REGARDING THELOCATION OF THE FILLING OF CLASS IIIA LIQUIDS AND THE APPEAL IS APPROVEDAS PROPOSED."
18776(APPROVED
01/17/19)
5 STORIES OF TYPEIIIB OVER 2 STORIESOF TYPE IA
509.2 OSSCFIVE STORIES OF TYPE IIIBCONSTRUCTION OVER A ONE STORYTYPE IA PODIUM
A SECOND STORY OF TYPE IA HAS BEENPROVIDED WITH AN ADDITIONAL 2-HRHORIZONTAL SEPARATION
"INCREASE FROM 1 STORY TO 2 SOTIRES OF TYPE IA CONSTRUCTION BELOW THE3 HOUR HORIZONTAL SEPARATION: GRANTED PROVIDED ALL PROVISIONS OF 2015IBC SECTION 510.2 ARE MET AND OVERALL BUILDING HEIGH IS LIMITED TO THATALLOWED FOR PROPOSED IIIB CONSTRUCTION."
4287170(APPROVED
12/26/18)
VERTICALEXPOSURE FORBUILDINGS ONSEPERATE LOTS
705.8.6.2 OSSCALL OPENINGS IN THE EXTERIORWITHIN 15' OF ADJACENT BUILDING,ARE REQUIRED TO BE 3/4 HR RATED
AN NFPA 13 HORIZONTAL SIDEWALLSPRINKLER "WATER CURTAIN" (PER ICCNER 516) AND FIXED WINDOWS ADJACENTTO NEIGHBORING BUILDING ROOF(705.8.6.2) FOR 3/4 HR. RATING
"USE OF TYPE III CODE GUIDE WITH NON-OPERABLE WINDOWS IN 2 UNITS:GRANTED AS PROPOSED. TYPE 13 WATER CURTAIN SPRINKLER PROTECTION ATNON-FIRE RATED OPENINGS IN BUILDINGS WITH VERTICAL EXPOSURE ONSEPARATE LOTS: GRANTED PROVIDED WINDOWS ARE NON-OPERABLE ANDSPRINKLERS ARE SPACED NOT MORE THAN 6 FEET APART AND PLACED AMINIMUM OF 6 INCHES AND A MAXIMUM OF 12 INCHES FROM THE OPENING(S) ANDA MAXIMUM OF 12 INCHES BELOW THE CEILING. SPRINKLERS ARE TO BEINTALLED ON THE OCCPIED SIDE OF THE OPENINGS. A SEPARATE PERMIT FROMTHE FIRE MARSHAL'S OFFICE IS REQUIRED. THE BOARD IS GRANTING STANDARDTYPE 13 SPRINKLER PROTECTION IN LIEU OF COMPLYING WITH ICC NER 516."
18848 APPEAL2 (APPROVED
01/15/19)
AERIAL FIRE TRUCKLADDER ACCESS
602.3, PFC 105.4,OSSC/6/#4
FIRE TREATED WOOD FRAMING PERTHE CITY OF PORTLAND CODE GUIDEEXCEPTION FOR TYPE IIIBCONSTRUCTION
MINERAL WOOL INSULATION PROVIDED INLIEU OF FRT WOOD FRAMING
"OMISSION OF AERIAL ACCESS IN TYPE IIIB CONSTRUCTION WITH ROOF ACCESSTO BE PROVIDED PER PRESCRIPTIVE REQUIREMENTS OF PORTLAND FIRE ANDRESCUE GUIDE: GRANTED AS PROPOSED." NOTE THAT THE APPROVED APPEALMEANS THAT THE OSSC/6/#4 CODE GUIDE IS NO LONGER IN EFFECT, THOUGHMOST OF THE PROVISIONS ARE STILL BEING USED. (SEE A1.00 FOR FULLDESCRIPTION OF CODE GUIDE MEASURES STILL BEING IMPLEMENTED.)
18848 APPEAL1 (APPROVED
01/15/19)
DESCRIPTION REFERENCE REQUIRED PROVIDED CITY APPEAL BOARD DECISION APPEAL #
BUILDING APPEALS
LOADING 33.266.310.C.2.a(1) STANDARD B LOADING
SPACE
NONE PER APPROVEDTYPE II ADJUSTMENT:LU-17-104202 DZM AD
MINIMUM NUMBER OFBICYCLE PARKING SPACESREQUIRED
33.266.210 TABLE 266-6
HOUSEHOLD LIVING:LONG-TERM: 1.5 PER UNITSHORT TERM: (2 MIN) OR 1PER 20 UNITSRETAIL SALES & SERVICE:LONG-TERM: 2, OR 1 PER12,000 SF OF NETBUILDING AREASHORT-TERM: 2, OR 1 PER5,000 SF OF NET BUILDINGAREA(MIN 89 LONG TERM AND5 SHORT TERM)
89 LONG-TERM5 SHORT-TERM
MINIMUM NUMBER OFPARKING SPACESREQUIRED
33.510.265.E.2 NONE NONE
DESCRIPTION REFERENCE REQUIRED PROVIDED
PARKING AND LOADINGCH 33.266
PLANTING OFTREES
11.50.060.C
NW JOHNSON ST: 100 FTFRONTAGE, 4 TREES REQUIRED.NW 13TH AVE: 60 FT FRONTAGE,EXEMPT DUE TO EXISTINGCONDITION OF R.O.W.
1 STREET TREE PROVIDED ON NWJOHNSON ST IN R.O.W.FURNISHING ZONE. EXISTINGSTREET TREE ON NW JOHNSONST TO REMAIN.
DESCRIPTION REFERENCE REQUIRED PROVIDED
STREET TREESCH 11.50
TWO-WAY COMMUNICATION SYSTEM PROVIDED NEAR ELEVATOR ON EACH FLOOR,COMPLIANT WITH OSSC 1007.8. SEE FLOOR PLAN KEY NOTE 7.
A DAS SYSTEM WILL BE OBTAINED FROM THE FIRE MARSHALS OFFICE. THE DAS SYSTEM ISTO BE LOCATED IN ELECTRICAL ROOM 703. (SEE A2.07)
NOTE SEE FLS SHEETS FOR ADDITIONAL EGRESS INFORMATION
ACCESS TRAVEL DISTANCE ALLOWABLE (TABLE1016.2)
250'
A VOICE AND ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH SECTION 907.5.2.2 WILL BE PROVIDEDTO ACHIEVE REDUCED EGRESS WIDTH CRITERIA PER OSSC 1005.3.1 EXCEPTION ALLOWANCE.
OTHER EGRESS COMPONENTS 0.15" PER OCCUPANT
STAIRWAYS 0.2" PER OCCUPANT (36" MIN)
EGRESS WIDTHPER OCCUPANT(SECTION1005.1)
DESCRIPTION REQUIREMENT
7 5,398 (VARIES, SEE FLS PLAN) 63 2 REQ'D/ 2 PROVIDED
6 5,502 200 27 2 REQ'D/ 2 PROVIDED
5 5,539 200 27 2 REQ'D/ 2 PROVIDED
4 5,561 200 27 2 REQ'D/ 2 PROVIDED
3 5,502 200 27 2 REQ'D/ 2 PROVIDED
2 5,652 200 27 2 REQ'D/ 2 PROVIDED
1 5,894 (VARIES, SEE FLS PLAN) 126 2 REQ'D/ 4 PROVIDED
LEVEL AREA (SF) FACTOR OCCUPANTSEXITS
REQ'D/PROVIDED
EGRESS CALCULATION & REQUIREMENTS
TENANT MECHANICAL HEATING AND COOLING. TEMPORARY CORE AND SHELL HEATING PROVIDED IN THISPERMIT.
TENANT FIRE AND SMOKE ALARM SYSTEMS.
TENANT INTERIOR FINISHES.
TENANT DOORS, RELITES, AND HARDWARE, INCLUDING RATINGS AND MATERIAL INFORMATION.
TENANT SPRINKLERS. TEMPORARY SPRINKLERS FOR CORE AND SHELL TO BE PROVIDED IN A SEPARATEDEFERRED SUBMITTAL. THIS SYSTEM WILL BE TIED TO THE CORE AND SHELL.
TENANT LIGHTING. TEMPORARY LIGHTING FOR CORE AND SHELL EGRESS PROVIDED IN THIS PERMIT.
INTERIOR PARTITIONS, INCLUDING LAYOUT, RATINGS, DETAILS, AND ACOUSTIC INFORMATION.
RESTROOM LAYOUT, INCLUDING FIXTURE COUNT, ACCESSIBILITY, AND SIGNAGE.
TENANT OCCUPANCY GROUP (A, B, OR M... GROUP UNKNOWN AT THIS TIME), OCCUPANCY COUNT, EXITINGREQUIREMENTS, AND SIGNAGE.
AHJ NOTE: NO TENANT IDENTIFIED AT THE TIME OF THIS PERMIT SUBMISSION
KNOWN ITEMS THAT ARE NOT INCLUDED AND AREDEFERRED TO THE SEPARATE TENANTIMPROVEMENT PERMIT
CORRIDOR WALLS 1 HR
EXIT ENCLOSURES (SECTION 1020.1) 3 HR LEVELS 01-02, 2 HR ABOVE
HOISTWAY ENCLOSURES (SECTION 3002)90 Minute Doors on automatic Hold-opens tied to theFire Alarm System compliant with 3002.6
1-HR (when connecting 3 or less floors)SHAFT ENCLOSURES (SECTION 707)
2-HR (when connecting 4 or more floors)
FIRE AND LIFE SAFETY ITEMS AND SYSTEMS ITEMIZED ABOVE, WHERE DESCRIBED AND DETAILED IN BUILDINGPERMIT DOCUMENTS, ARE FOR REFERENCE, BIDDING, AND TRADE WORK SCOPE COORDINATION, WITH THEFINAL INSTALLATION REQUIREMENTS TO BE DETERMINED DURING THE TRADE PLAN REVIEW PROCESS.
SMOKE DETECTION SHALL BE INSTALLED IN THE TYPE III PORTION OF THE BUILDING PER NFPA 72, NATIONALFIRE ALARM CODE, AND CONDITIONS STATED IN THE CITY OF PORTLAND BDS TYPE III CODE GUIDE, TO BEEQUIPT WITH SELECTIVE SMOKE DETECTION, OBTAINED FROM FIRE MASHALL'S OFFICE
NFPA 13 SPRINKLER SYSTEM, OBTAINED FROM FIRE MASHALL'S OFFICE
PLUMBINGOCCUPANT LOAD SIGNS, OBTAINED FROM FIREMASHALL'S OFFICE
DIESEL FUEL TANK (GENERATOR) TO BE OBTAINED FROMFIRE MARSHAL OFFICE
UNDERGROUND FIRE LINE, OBTAINED FROM FIREMASHALL'S OFFICE
FIRE DETECTOR AND ALARM SYSTEM, W/ VOICE ALARMCOMMUNICATION, OBTAINED FROM FIRE MASHALL'S OFFICE
EMERGENCY KEY CABINET, "KNOX BOX", OBTAINEDFROM FIRE MASHALL'S OFFICE
ELECTRICAL DAS TO BE OBTAINED FROM FIRE MARSHAL OFFICE
BY SEPARATE PERMIT
THE GENERAL CONTRACTOR SHALL SCHEDULE A FIRESTOPPING MEETING WITH THE BUILDING INSPECTORBEFORE INSTALLATION OF ANY FIRESTOPPING MATERIALS. EACH SUBCONTRACTOR WILL SUBMIT A LIST OFFIRESTOPPING MATERIALS AND ASSEMBLIES THAT WILL BE INSTALLED, THE TYPE OF PENETRATIONS WHEREEACH MATERIAL WILL BE USED, AND THE LISTING AND APPROVAL INFORMATION (I.E. UL, ICC, OR OTHERAPPROVED REPORT OR LISTING NUMBERS). THIS INFORMATION MUST BE SUBMITTED TO AND APPROVED BYTHE BUILDING INSPECTOR PRIOR TO ANY INSTALLATION.
STOREFRONT SYSTEM CALCULATIONS
POST-TENSIONING SYSTEM
SEISMIC TIE-DOWN SYSTEM
GANG-NAILED ROOF TRUSSES
WOOD I-JOISTS
FIRESTOPPING MATRIX
MEP EQUIPMENT BRACING AND SEISMIC RESTRAINT
DEFERRED SUBMITTALS
NOTE SEE STRUCTURAL DRAWINGS FOR STRUCTURAL OBSERVATION PROGRAM
STRUCTURAL OBSERVATIONS
SEE STRUCTURAL DRAWINGS FOR REQUIRED SPECIAL INSPECTIONS
SPECIAL INSPECTIONS
SUMP PUMP AT ELEVATOR PIT
WALL HYDRANT AT EXTERIOR
FLOOR SINK AT WATER ROOM
JANITOR'S SINK, HOSEBIB & FLOOR DRAIN AT RECYCLING ROOM.
PLUMBING FIXTURES ARE PROVIDED WITHIN EACH RESIDENTIAL UNIT. SEE FLOOR, ENLARGEDUNIT AND PLUMBING PLANS.PER OSSC TABLE 2902.1 R-2: 1 WC, 1 LAV, AND 1 TUB/SHOWER IS REQUIRED FOR EACH UNIT.THESE UNITS ALL HAVE 1 WC, 1 LAV, AND 1 TUB OR SHOWER EACH.THE AMENITY ROOM HAS AN ADA COMPLIANT UNISEX RESTROOM, WITH 1WC AND 1 LAV....
PLUMBING FIXTURES
2
2
16
2
16
19
19
96
No. Date Description
2 12/19/2018 FLS Review
7 3/12/2018 FLS 2 Review
9 2/8/2019 Fire Marshall 2
16 6.17.19 Fire Marshal 3
19 12.16.19 Fire Marshal 4
96 3.26.21 RFI 152.2
SD
UP
UP
UP DN
1. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE RELATED INFORMATION.2. SEE SHEET A0.06 - A0.09 FOR PARTITION TYPES AND FIRE-RATED
ASSEMBLIES.3. WALL & FLOOR ASSEMBLIES DESIGNED TO CITY OF PORTLAND BDS "TYPE III
CONSTRUCTION CODE GUIDE" FOR NON-TREATED WOOD FRAMING WITHIN EXTERIOR WALLS OF R-2 OCCUPANCY BUILDINGS OF TYPE III CONSTRUCTION. EGRESS STAIRS ARE DESIGNED TO COMPLY WITH CITY OF PORTLAND SHAFT CONSTRUCTION THROUGH A 3-HOUR HORIZONTAL SEPARATION AS FOLLOWS: THE 3-HOUR SEPARATION EXTENDS VERTICALLY
DOWN INTO THE TYPE 1A BUILDING. THE WALLS OF THE SHAFT IN THE TYPE
IA BUILDING ARE CONSTRUCTED AS 3-HOUR NON-COMBUSTIBLE FIRE
BARRIERS WITH 3-HOUR DOORS. THE SHAFT WALLS ABOVE THE 3-HOUR
HORIZONTAL BARRIER ARE CONSTRUCTED AS 2-HOUR NON-COMBUSTIBLE
FIRE BARRIERS WITH 1.5-HOUR RATED DOORS. THE STAIR IS COMBUSTIBLE
CONSTRUCTION FOR THE FULL HEIGHT.
4. ALL EXTERIOR WALLS, LEVEL 2 AND ABOVE, ARE 2-HOUR RATED, TYPICAL. SEE A0.09.
5. EMERGENCY EGRESS LIGHTING AT CORRIDORS, STAIR ENCLOSURES, AND EXTERIOR WALKWAYS FROM EXIT DISCHARGE TO PUBLIC RIGHT-OF-WAY TO BE 1 FOOTCANDLE AT THE FLOOR LEVEL AND TO BE ON EMERGENCY GENERATOR.
6. SEE ELECTRICAL FOR EMERGENCY LIGHTING.7. ELEVATOR CAB SIZED TO ACCOMMODATE A 24" X 84" AMBULANCE
STRETCHER IN THE HORIZONTAL OPEN POSITION. SEE 2/A7.07.8. ALL EXTERIOR WALLS ARE RATED FROM INSIDE ONLY UNLESS NOTED
OTHERWISE.9. ALL FIRE BARRIERS AND FIRE PARTITIONS SHALL BE CONSTRUCTED AS
SMOKE BARRIERS IN ACCORDANCE WITH OSSC 709.10. STAIR ENCLOSURE STANDPIPE HOSE CONNECTIONS AND VALVE
INSTALLATIONS TO BE PROVIDED ON THE FLOOR LANDINGS, NOT INTERMEDIATE LANDINGS.
11. EMERGENCY POWER TO BE PROVIDED BY DIESEL GENERATOR WITH 400 GAL TANK TO PROVIDE POWER TO: FIRE PUMP POWER, EMERGENCY EGRESS LIGHTING, FIRE ALARM SYSTEM, STANDBY ELEVATOR POWER, AND THE GENERATOR FUEL PUMP.
12. ALL ELEVATOR DOORS ARE PROVIDED WITH A 90 MINUTE FIRE DOOR, ON HOLD-OPENS AND TIED TO THE FIRE ALARM SYSTEM TO BE RELEASED UPON THE TRIGGERING OF THE FIRE ALARM, COMPLIANT WITH OSSC/6/#4 ITEM 16 CONDITIONS.
LIFE SAFETY PLAN GENERAL NOTESFIRE LIFE SAFETY LEGEND
EXIT OR EXIT DISCHARGE
EXIT ACCESS DOORWAY
EXIT SIGNAGE
ROOM OCCUPANT LOAD
SMOKE DETECTOR
FIRE EXTINGUISHER CABINET
EXIT ACCESS TRAVEL DISTANCE
FIRE ALARM ENUNCIATOR/STROBE
1-HOUR RATED FIRE ASSEMBLY
2-HOUR RATED ASSEMBLY (SMOKEPROOF EXIT ENCLOSURE & SHAFT WALL)
3-HR RATED ASSEMBLY
EGRESS PATH: 36-INCH MINIMUM REQUIRED WIDTH. PROVIDE EGRESS LIGHTING ALONG ENTIRE PATH. MINIMUM LIGHT LEVEL:1 FOOT-CANDLE MEASURED AT FLOOR LEVEL,
VERIFIED WITH FIELD TEST
EMERGENCY KEY CABINET , "KNOX BOX"
FIRE DEPARTMENT SPRINKLER CONNECTION
OCCUPANCY GROUP R-2 - LOAD FACTOR 200
OCCUPANCY GROUP M - LOAD FACTOR 30
OCCUPANCY GROUP S-2 - LOAD FACTOR 300
OCCUPANCY GROUP A-3 - LOAD FACTOR 15
FEC
XX
S
KX
FDC
1
A
2 3 4 5
6
6
7
7
8
8
E
D
B
C
(SHELL SPACE PER THIS PERMIT.
SEPARATE T.I. PERMIT REQUIRED PRIOR
TO OCCUPANCY OF SHELL SPACE. CODE COMPLIANT RESTROOMS WILL BE
REQUIRED ON THE T.I. PERMIT)
MAX. PATH OF EGRESS TRAVEL 61'-9"
RETAIL106
87
LOBBY100
35
TRASH & RECYCLING105
1
BIKE PARKING103
2
NORTH STAIR102
WEST STAIR101
EXIT DOOR (ACCESSIBLE EGRESS)68 OCCUPANTS x 0.15"/OCC = 10.2". 72" PROVIDED
S1 OCCUPANCY
S1 OCCUPANCY
A-3 OCCUPANCY
30
' -
0"
30' - 0"
EXIT DOOR (ACCESSIBLE EGRESS) 45 OCCUPANTS x 0.15"/OCC = 6.75". 72" PROVIDED
UNPROTECTED OPENINGSFIRE SEPERATION DISTANCE > 30' UP,S = NOT REQUIRED
UNPROTECTED OPENINGSFIRE SEPERATION DISTANCE >30' UP,S = NOT REQ'D
CE
NT
ER
LIN
E N
W 1
3T
H A
VE
/FIR
E S
EP
AR
AT
ION
LIN
E
CENTERLINE NW JOHNSON ST. /FIRE SEPARATION LINE
M OCCUPANCY
??
?
ELEC ROOM108
1
FEC
(E) 1-STORY BUILDING
PR
OP
ER
TY
LIN
E/F
IRE
SE
PA
RA
TIO
N L
INE
PROPERTY LINE/FIRE SEPARATION LINE
(E) 2-STORY BUILDING
2
22 22
68
EMERGENCY GENERATOR FILL STATION
45
PL
PL
P L
P L
NORTH STAIR AND CORRIDOR 113 3-HOUR ENCLOSURE32 OCCUPANTS X 0.2"/OCC = 6.4" REQUIRED, 48" PROVIDED
EXIT DOOR (ACCESSIBLE EGRESS)78 OCCUPANTS x 0.15"/OCC = 11.7". 36" PROVIDED
S
S
SS
S
S
S
S
S
SS
S
S
FIRE PUMP ROOM: MAINTAIN MIN. 40°F, EQUIP W/ EMERGENCY LIGHTING.
KX
2
FDC
3-HR ASSEMBLY W/ 90 MIN RATED DOOR
2
WEST STAIR AND CORRIDOR 1143-HOUR ENCLOSURE32 OCCUPANTS X 0.2"/OCC = 6.4" REQUIRED, 43" PROVIDED
32
2
78
EXIT DOOR (ACCESSIBLE EGRESS) 32 OCCUPANTS x 0.15"/OCC = 4.8". 36" PROVIDED
32
EXIT DOOR (ACCESSIBLE EGRESS)24 OCCUPANTS x 0.15"/OCC = 3.6" 34" PROVIDED
EXIT DOOR (ACCESSIBLE EGRESS)32 OCCUPANTS x 0.15"/OCC = 4.8" 34" PROVIDED
24
13
13
14
ACCESSIBLE ROUTE OF EGRESS CITY MAINTAINED ACCESSIBLE CONCRETE RAMP IS ON THE NORTH END OF THE RAISED CONCRETE SIDEWALK
ACCESSIBLE ROUTE OF EGRESS CITY MAINTAINED CONCRETE SIDEWALK IS ACCESSIBLE BOTH EAST AND WEST
2 HOUR EXTERIOR CMU WALL NEAR PROPERTY LINE OCCUPANCY GROUP M ON LEVEL ONE
2 HOUR EXTERIOR CMU WALL NEAR PROPERTY LINE OCCUPANCY GROUP M ON LEVEL ONE
48
2
48
1
A
3 4 5 6 7 8
E
D
B
C
MAX. PATH OF EGRESS TRAVEL 75'-2"
UNIT H213
2
UNIT G212
2
UNIT F211
3
UNIT A204
2
UNIT B205
2
UNIT C207
2
UNIT C208
2
UNIT D209
3
UNIT E210
3
UNIT B206
2
HALL200
EXIT DOOR13 OCCUPANTS X 0.15"/OCC = 1.95" REQUIRED, 36" PROVIDED
WEST STAIR2-HOUR ENCLOSURE13 OCCUPANTS X 0.2"/OCC = 2.6" REQUIRED, 43" PROVIDED
NORTH STAIR3-HOUR ENCLOSURE14 OCCUPANTS X 0.2"/OCC = 2.8" REQUIRED, 48" PROVIDED
EXIT DOOR14 OCCUPANTS x 0.15"/OCC = 2.1" REQ'D36" PROVIDED
10
' -
2 1
/8"
46' - 0"
UNPROTECTED OPENINGSFIRE SEPERATION DISTANCE > 30', UP,S = NOT REQUIRED
UNPROTECTED OPENINGSFIRE SEPERATION DISTANCE > 30', UP,S = NOT REQUIRED
UNPROTECTED OPENINGSFIRE SEPERATION DISTANCE > 30' UP,S = NOT REQUIRED
UNPROTECTED OPENINGSFIRE SEPERATION DISTANCE 10' TO < 15', 45% ALLOWABLE442 SF X .45 = 198.9 SF (ALLOW)131.75 SF (ACTUAL) OPENING AREA
PL
PL
P L
P L
FE
C
ELEVATOR FIRE DOOR
FEC
2-WAY COMMUNICATION DEVICE, COMPLIANT WITH OSSC 1007.8
30' - 0"
30
' -
0"
ELEC203
1
SS
S2
2-HR RATED SHAFT, GENERATOR FUEL LINE
2' - 8" 2' - 5"
5' -
5"
ELEVATOR SHAFT2 HR. MIN. HOISTWAY PROTECTION. CONCRETE WALLS ON 1 & 2 PROVIDE 3 HRS.
CMU WALL NEAR PROPERTY LINE ON SECOND FLOOR: 1 HOUR FOR TYPE R OCCUPANCY, NON-BEARING
CMU WALL NEAR PROPERTY LINE ON SECOND FLOOR: 1 HOUR FOR TYPE R OCCUPANCY, NON-BEARING
48
48 1
A
2 3 4 5 6 7 8
E
D
B
C
UNIT D309
3
UNIT E TYPE A310
3
UNIT H TYPE A313
2
UNIT A304
2
UNIT B305
2
UNIT B306
2
UNIT F311
3
HALL300
UNIT G312
2
MAX. PATH OF EGRESS TRAVEL 77'-8"
UNIT C307
2
UNIT C308
2
EXIT DOOR13 OCCUPANTS x 0.15"/OCC = 1.95" REQ'D, 36" PROVIDED
WEST STAIR2-HOUR ENCLOSURE13 OCCUPANTS x 0.2"/OCC = 2.6" REQ'D, 43" PROVIDED
NORTH STAIR2-HOUR ENCLOSURE14 OCCUPANTS x 0.2"/OCC = 2.8" REQ'D, 48" PROVIDED
EXIT DOOR14 OCCUPANTS x 0.15"/OCC = 2.1" REQ'D, 36" PROVIDED
UNPROTECTED OPENINGSFIRE SEPERATION DISTANCE > 30', UP,S = NOT REQUIRED
UNPROTECTED OPENINGSFIRE SEPERATION DISTANCE > 30', UP,S = NOT REQUIRED
PROTECTED OPENINGS3/4 HOUR PROTECTION WITH NFPA 13 WATER CURTAIN SPRINKLERS, PER APPEAL 18786. LEVELS 3, 4, 5 ONLY.
ELEVATOR FIRE DOOR
PL
PL
P L
P L
UNPROTECTED OPENINGSFIRE SEPERATION DISTANCE > 30', UP,S = NOT REQUIRED
FE
C
FEC
2-WAY COMMUNICATION DEVICE, COMPLIANT W/ OSSC 1007.8
46' - 3 1/2"
30
' -
0"
30' - 0"
UTIL303
1
SS
S
6' -
0 1
/4"
5' - 1"
ELEVATOR SHAFT2 HR. MIN. HOISTWAY PROTECTION
2
EXTERIOR PARTY WALL3 HOUR WALL AT LEVEL 32 HOUR WALL AT LEVELS 4-7(TYPE IIIB CONSTRUCTION)NOTE: ON LEVEL 3 IT IS NOT REQUIRED TO BE 3 HOUR RATED, BUT THE CMU WILL BE EASIER TO CONSTRUCT THAN A STUD WALL WHERE ADJACENT TO THE EXISTING BUILDING
Date:
Project #
Revisions:
tva architects inc.
920 sw sixth avenue | suite 1500portland, oregon 97204phone: 503 220 0668www.tvaarchitects.com
9/2
7/2
021 2
:42:2
7 P
M
\\Lark
\Data
\16021 -
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earl
Apart
ments
.rvt
A0.04
LIFE SAFETYPLANS LEVELS
01-05
01.16.20
TVA 16021
PE
AR
L A
PA
RT
ME
NT
SP
ort
lan
d O
reg
on
HUD
CLOSING
3/32" = 1'-0"1
LEVEL 01 - LIFE SAFETY PLAN
3/32" = 1'-0"2
LEVEL 02 - LIFE SAFETY PLAN3/32" = 1'-0"
3LEVEL 03 - 05 - LIFE SAFETY PLAN
N
N
N
2
2
15
15
No. Date Description
2 12/19/2018 FLS Review
7 3/12/2018 FLS 2 Review
9 2/8/2019 Fire Marshall 2
13 4/2/2019 FLS 3 Review
14 Date 14 WB 3 Review
15 6.17.19 FLS 4 Review
22 1.15.20 HUD SpecialConditions
48 10.19.20 RFI 81
SD
FIRE LIFE SAFETY LEGEND
EXIT OR EXIT DISCHARGE
EXIT ACCESS DOORWAY
EXIT SIGNAGE
ROOM OCCUPANT LOAD
SMOKE DETECTOR
FIRE EXTINGUISHER CABINET
EXIT ACCESS TRAVEL DISTANCE
FIRE ALARM ENUNCIATOR/STROBE
1-HOUR RATED FIRE ASSEMBLY
2-HOUR RATED ASSEMBLY (SMOKEPROOF EXIT ENCLOSURE & SHAFT WALL)
3-HR RATED ASSEMBLY
EGRESS PATH: 36-INCH MINIMUM REQUIRED WIDTH. PROVIDE EGRESS LIGHTING ALONG ENTIRE PATH. MINIMUM LIGHT LEVEL:1 FOOT-CANDLE MEASURED AT FLOOR LEVEL,
VERIFIED WITH FIELD TEST
EMERGENCY KEY CABINET , "KNOX BOX"
FIRE DEPARTMENT SPRINKLER CONNECTION
OCCUPANCY GROUP R-2 - LOAD FACTOR 200
OCCUPANCY GROUP M - LOAD FACTOR 30
OCCUPANCY GROUP S-2 - LOAD FACTOR 300
OCCUPANCY GROUP A-3 - LOAD FACTOR 15
FEC
XX
S
KX
FDC
1. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE RELATED INFORMATION.2. SEE SHEET A0.06 - A0.09 FOR PARTITION TYPES AND FIRE-RATED
ASSEMBLIES.3. WALL & FLOOR ASSEMBLIES DESIGNED TO CITY OF PORTLAND BDS "TYPE III
CONSTRUCTION CODE GUIDE" FOR NON-TREATED WOOD FRAMING WITHIN EXTERIOR WALLS OF R-2 OCCUPANCY BUILDINGS OF TYPE III CONSTRUCTION. EGRESS STAIRS ARE DESIGNED TO COMPLY WITH CITY OF PORTLAND SHAFT CONSTRUCTION THROUGH A 3-HOUR HORIZONTAL SEPARATION AS FOLLOWS: THE 3-HOUR SEPARATION EXTENDS VERTICALLY
DOWN INTO THE TYPE 1A BUILDING. THE WALLS OF THE SHAFT IN THE TYPE
IA BUILDING ARE CONSTRUCTED AS 3-HOUR NON-COMBUSTIBLE FIRE
BARRIERS WITH 3-HOUR DOORS. THE SHAFT WALLS ABOVE THE 3-HOUR
HORIZONTAL BARRIER ARE CONSTRUCTED AS 2-HOUR NON-COMBUSTIBLE
FIRE BARRIERS WITH 1.5-HOUR RATED DOORS. THE STAIR IS COMBUSTIBLE
CONSTRUCTION FOR THE FULL HEIGHT.
4. ALL EXTERIOR WALLS, LEVEL 2 AND ABOVE, ARE 2-HOUR RATED, TYPICAL. SEE A0.09.
5. EMERGENCY EGRESS LIGHTING AT CORRIDORS, STAIR ENCLOSURES, AND EXTERIOR WALKWAYS FROM EXIT DISCHARGE TO PUBLIC RIGHT-OF-WAY TO BE 1 FOOTCANDLE AT THE FLOOR LEVEL AND TO BE ON EMERGENCY GENERATOR.
6. SEE ELECTRICAL FOR EMERGENCY LIGHTING.7. ELEVATOR CAB SIZED TO ACCOMMODATE A 24" X 84" AMBULANCE
STRETCHER IN THE HORIZONTAL OPEN POSITION. SEE 2/A7.07.8. ALL EXTERIOR WALLS ARE RATED FROM INSIDE ONLY UNLESS NOTED
OTHERWISE.9. ALL FIRE BARRIERS AND FIRE PARTITIONS SHALL BE CONSTRUCTED AS
SMOKE BARRIERS IN ACCORDANCE WITH OSSC 709.10. STAIR ENCLOSURE STANDPIPE HOSE CONNECTIONS AND VALVE
INSTALLATIONS TO BE PROVIDED ON THE FLOOR LANDINGS, NOT INTERMEDIATE LANDINGS.
11. EMERGENCY POWER TO BE PROVIDED BY DIESEL GENERATOR WITH 400 GAL TANK TO PROVIDE POWER TO: FIRE PUMP POWER, EMERGENCY EGRESS LIGHTING, FIRE ALARM SYSTEM, STANDBY ELEVATOR POWER, AND THE GENERATOR FUEL PUMP.
12. ALL ELEVATOR DOORS ARE PROVIDED WITH A 90 MINUTE FIRE DOOR, ON HOLD-OPENS AND TIED TO THE FIRE ALARM SYSTEM TO BE RELEASED UPON THE TRIGGERING OF THE FIRE ALARM, COMPLIANT WITH OSSC/6/#4 ITEM 16 CONDITIONS.
LIFE SAFETY PLAN GENERAL NOTES
1 2 3 4 5 6 7 8
E
D
B
C
UNIT A604
2
UNIT B605
2
UNIT B606
2
UNIT C607
2
UNIT C608
2
UNIT D609
3
UNIT J610
3
UNIT F611
3UNIT G
612
2
UNIT H TYPE A613
2
MAX. PATH OF EGRESS TRAVEL 78'-0"
HALL600
WEST STAIR2-HOUR ENCLOSURE13 OCCUPANTS x 0.2"/OCC = 2.6" REQ'D, 43" PROVIDED
UNPROTECTED OPENINGSFIRE SEPERATION DISTANCE 10' TO < 15', 45% ALLOWABLE442 SF X .45 = 198.9 SF ALLOW.131.75' ACTUAL OPENING AREA
EXIT DOOR13 OCCUPANTS x 0.15"/OCC = 1.95" REQ'D, 36" PROVIDED
UNPROTECTED OPENINGSFIRE SEPERATION DISTANCE> 30', UP,S = NOT REQUIRED
NORTH STAIR2-HOUR ENCLOSURE14 OCCUPANTS X 0.2"/OCC = 2.8" REQUIRED, 48" PROVIDED
PL
PL
P L
P L
EXIT DOOR14 OCCUPANTS X 0.15"/OCC = 2.1" REQ'D, 36" PROVIDED
ELEVATOR FIRE DOOR
FEC
FE
C
UNPROTECTED OPENINGSFIRE SEPERATION DISTANCE > 30', UP,S = NOT REQUIRED
UNPROTECTED OPENINGSFIRE SEPERATION DISTANCE > 30', UP,S = NOT REQUIRED
2-WAY COMMUNICATION DEVICE, COMPLIANT WITH OSSC 1007.8
46' - 3 1/2"
30' - 0"
30
' -
0"
ELEC603
1
SS
S
6' -
0 1
/2"
ELEVATOR SHAFT2 HR. MIN. HOISTWAY PROTECTION
1
A
2 3 4 5 6 7 8
E
D
B
C
UNIT A704
2
UNIT B705
2
UNIT B706
2
UNIT C707
2
UNIT K708
5
AMENITY709
27
UNIT L711
3UNIT G712
2
UNIT H TYPE A713
2
MAX. PATH OF EGRESS TRAVEL 73'-4"
AMENITY TERRACE709A
11
HALL700
NORTH STAIR2-HOUR ENCLOSURE32 OCCUPANTS X 0.2"/OCC = 6.4" REQUIRED, 48" PROVIDED
EXIT DOOR32 OCCUPANTS X 0.15"/OCC = 4.8" REQUIRED, 36" PROVIDED
UNPROTECTED OPENINGSFIRE SEPERATION DISTANCE > 30', UP,S = NOT REQUIRED
UNPROTECTED OPENINGSFIRE SEPERATION DISTANCE> 30', UP,S = NOT REQUIRED
UNPROTECTED OPENINGSFIRE SEPERATION DISTANCE> 30', UP,S = NOT REQUIRED
WEST STAIR2-HOUR ENCLOSURE31 OCCUPANTS x 0.2"/OCC = 6.2" REQUIRED, 43" PROVIDED
UNPROTECTED OPENINGSFIRE SEPERATION DISTANCE 10' TO < 15', 45% ALLOWABLE442 SF x .45 = 198.9 SF ALLOWABLE131.75' ACTUAL OPENING AREA
EXIT DOOR31 OCCUPANTS x 0.15"/OCC = 4.65" REQUIRED, 36" PROVIDED
PL
PL
P L
P L
FEC
FE
C
ELEVATOR FIRE DOOR
2-WAY COMMUNICATION DEVICE, COMPLIANT WITH OSSC 1007.8
46' - 3 1/2"
30
' -
0"
30' - 0"
TOILET710
1
ELEC703
1
SS
S
6' -
0 1
/2"
ELEVATOR SHAFT2 HR. MIN. HOISTWAY PROTECTION
1
A
2 3 4 5 6 7 8
E
D
B
CELEVATOR OVERRUN
GENERATOR
PL
PL
P L
P L
SMOKE TIGHT ROOF HATCH
SMOKE TIGHT ROOF HATCH
2-HR SURROUND
Date:
Project #
Revisions:
tva architects inc.
920 sw sixth avenue | suite 1500portland, oregon 97204phone: 503 220 0668www.tvaarchitects.com
9/2
7/2
021 2
:42:3
7 P
M
\\Lark
\Data
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\1 -
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Apart
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.rvt
A0.05
LIFE SAFETYPLANS LEVELS
06-ROOF
01.16.20
TVA 16021
PE
AR
L A
PA
RT
ME
NT
SP
ort
lan
d O
reg
on
HUD
CLOSING
3/32" = 1'-0"1
LEVEL 06 - LIFE SAFETY PLAN3/32" = 1'-0"
2LEVEL 07 - LIFE SAFETY PLAN
N N
3/32" = 1'-0"3
ROOF PLANN
2
2
2
2
No. Date Description
1 10/19/2018 BID Clarif.
2 12/19/2018 FLS Review
7 3/12/2018 FLS 2 Review
9 2/8/2019 Fire Marshall 2
1
A A
2
3
3 4 5 6 7 8
E E
D D
B
C
A3.02
1
A3.022
A3.01
1
A3.01 2
1
A3.04
2
A3.03
2
A3.04
RETAIL106
WESTSTAIR
101
ELEVATORE-1
LOBBY100
SEE A5.00
NORTHSTAIR
102
(ADJACENT BUILDING)
17' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 11' - 0" 12' - 0"
100' - 0"
60
' -
0"
10
' -
9"
19
' -
0"
6' -
9"
23
' -
6"
1
A3.03
OUTLINE OF CANOPY ABOVE
1
A3.05
2
A3.05
SLIDE & STACK DOORS
TRASH &RECYCLING
105SEE A5.00
BIKEPARKING
103SEE A5.02
8" 2' - 4" 1' - 0" 1' - 0" 3' - 2" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 2' - 0" 7' - 0"
2' -
0"
10
' -
0"
2' -
0"
1' -
9"
3"
9"
3' -
0"
10
' -
0"
20C
2A
102B
A8.14
1
A8.15
1
A8.14
8
A8.15
5
A8.14
9
A8.14
4
A8.14
4
A8.14
2
A8.14
7
A8.14
6
ELECROOM
108
105B
100A
EL01
106B
106C
102A
102D
102C
103A
108A
108B
1A5.00
1
A5.02
1
106A
A8.15
2
A8.15
8
A3.03
A6.04 34
ALIG
N
20D
20D
20E
4' -
6"
3' -
1"
4' -
6"1
' -
6"
FIXTURES SHOWN FOR REFERENCE, SEE PLUMBING DWGS FOR STUB OUT INFORMATION
CIP CONCRETE COLUMN, SEE STRUCT DWGS
22B
23B22B
FD
FS
24B
24D
24D
FEC
FEC
FEC
FD
FD
MOP SINK, SEE PLUMBING DWGS
10
11
10
8
9
4
WATER HEATER(S), SEE PLUMBING DWGS
RPBA
RADON RISER, SEE PLUMBING DWGS, TIE TO 20' HORIZONTAL PERFORATED PVC PIPES
13
NO SLAB IN RETAIL SPACEFUTURE SLAB FFE 43.80'
CIP CONCRETE FOOTING BELOW
110
20A
15
15
RADON RISER, SEE PLUMBING DWGS
W4
W4
W4
W6
W4
W1
W4
W3W3
W4
16
17
8' -
6 1
/2"
10
' -
9"
DCDA111
3' -
1 1
/2"
5"
15
' -
3"
8' -
3"
111A
ELEV MACH110
22B
23B
7' - 0"
20
20
20
20
20
21
21
21
21
A8.04
9SIM
W4
W6
20B
20C
(AD
JA
CE
NT
B
UIL
DIN
G)
W4
2A
22B
22B
22B
23B
22D
23B
23D24DSERVICECOORIDOR
112
101A
102E
CORRIDOR113
21
4' -
0 1
/4"
13
2
UTILITY RM107
107A
112A
W4
W6
W6
W4
W13
W16B
A8.14
5
1' -
4"
3' -
8"
1' -
3"
1' -
2"2
' -
2"
SIM
1' - 10" 2' - 4"
DOUBLE CHECK DETECTOR ASSEMBLY: BASIS OF DESIGN DERINGER 30(X)
4' - 2" 7' - 8"FIR
E W
AT
ER
LIN
E
24D
F1
4B
F1
FIRE DEPARTMENT CONNECTION
24D
F1
112B
105A
28
F1
4B
8 3/8"FIRE RISER
24B
CORRIDOR114
16
ROOF ACCESS LADDER
16
OUTLINE OF FUTURE RETAIL RAMP
23 23
2
A7.10
8"
25
1
GT 2.02
10' - 0" 10' - 0"
30
1
A7.10
53
4' -
4 1
/4"
3' - 7 7/8"
30
FUTURE TENANT WALLS, NOT IN SCOPE
71
71
106D
71
6' - 0" 6' - 0"
14
' -
8"
83
15
79
4' -
4"
2' - 0"
3
A7.10
2
3
1' -
6"
3
100
2' - 2 1/4"
4' - 3"
23B
102F
F1
8' -
8 3
/4"
111
1' -
2"
1' -
0"
2 3
/8"
2"
2B
80' - 0"
1' -
10
"
3' -
10
"
PACKAGE117
WATER109
117A
109A
23B
FUTURE DAS ROOM DOOR IF NEEDED
FUTURE DAS ROOM PARTITION IF NEEDED
1' -
6 1
/4"
7' -
10
3/4
"1
' -
6"
5' - 2 1/4"
20D
20D
20D
23B
155
4' - 6"
PARCEL LOCKERS, 6'-8"X3'-3"X2'-0" O.F.O.I.
3' -
10
"
2' -
6"
1' - 6"
5' - 2 5/8"
DOMESTIC WATER BOOSTER PUMP
1' -
6"
23B
1. DATUM ELEVATION 0'-0" EQUALS USGS ELEVATION 43.50'.2. ALL INTERIOR NON-BEARING PARTITION DIMENSIONS ARE TO FACE OF
FINISH, UNLESS NOTED OTHERWISE.3. ALL UNIT TO UNIT DEMISING WALL DIMENSIONS ARE TO CENTERLINE OF
PARTITION, UNLESS NOTED OTHERWISE.4. ALL EXTERIOR WALL DIMENSIONS ARE TO FACE OF CLADDING, UNLESS
NOTED OTHERWISE.5. SEE STRUCTURAL DRAWINGS FOR EXTERIOR WALL FRAMING.6. FLOOR FINISH TRANSITIONS OCCUR AT THE CENTERLINE OF DOOR, TYP.7. SEE INTERIOR DETAILS FOR FLOOR FINISH TRANSITIONS.8. SEE A0.06 AND A0.07 FOR INTERIOR PARTITION TYPES.9. SEE A0.08 FOR FLOOR/CEILING ASSEMBLY TYPES.10. SEE A0.09 FOR EXTERIOR ASSEMBLY TYPES.11. SEE A7.01 AND A7.03 FOR ENLARGED STAIR PLANS.
FLOOR PLAN GENERAL NOTES
FLOOR PLAN SYMBOLS
WH WATER HYDRANT
FD FLOOR DRAIN, SEE PLUMBING DWGS
CR CARD READER
ARROW INDICATING MAKE-UP AIR INTAKE (U.N.O.), SEE 4/A8.07
HD HUB DRAIN, SEE PLUMBING DWGS
FD FLOOR SINK, SEE PLUMBING DWGS
FLOOR PLAN KEYNOTES
FIRE SMOKE DOOR SHALL MEET REQUIREMENTS FOR A SMOKE AND DRAFT CONTROL DOOR ASSEMBLY TESTED IN ACCORDANCE WITH UL 1784
FIRE ALARM ANNUNCIATOR PANEL
FIRE ALARM CONTROL PANEL
FIRE KNOX BOX
METAL GRATE BALCONY BY LOCATION, LEVELS 03-06. REFER TO STRUCTURAL DRAWINGS
ADD GYP LAYER FOR ALIGNMENT OF FINISH AS REQUIRED
TWO-WAY COMMUNICATION STATION
HCP DOOR OPERATOR
INTERCOM PANEL
WALL-MOUNTED CARD READER
GAS METERS
DAS CONDUIT IN 2 HR. SHAFT. ON LEVEL 2, XRAY PT-SLAB FOR DAS CONDUIT CORE THROUGH SLAB
EMERGENCY GENERATOR FUEL FILL
HALL MAKE-UP AIR
4" PVC RADON MITIGATION PIPE TO ROOF, SEE 11/A8.11 FOR BELOW GRADE TEE INSTALLATION
ELEVATOR CALL BUTTON
ELEVATOR FIREMAN OVERRIDE
PASSIVE AIR INLET VENT, VENT BEHIND RAIN SCREEN
PASSIVE AIR INLET VENT, VENT THROUGH EXTERIOR FINISH
PRC 509.1 CODE COMPLIANT SIGNAGE, EQUIPMENT ROOMS
PRC 504.3 CODE COMPLIANT SIGNAGE, STAIR ACCESS
PRC 1004.3 CODE COMPLIANT SIGNAGE, ASSEMBLY OCCUPANCY LOAD SIGN
DAS SYSTEM TRANSMITTER, IF REQUIRED BY FIRE MARSHALL
PER PFC 904, STAIR ENCLOSURE STANDPIPE HOSE CONNECTIONS & VALVE INSTALLATIONS TO BE PROVIDED ON THE FLOOR LANDINGS, NOT INTERMIDIATE STAIR LANDINGS. RISER LOCATION SHOWN FOR REFERENCE, SEE SPRINKLER DRAWINGS UNDER SEPERATE COVER
THESE (2) NORTH-SIDE WINDOWS ARE TO BE AFFFIXED PER APPEAL 18848, TO BE COMPLIANT WITH OSSC 705.8.6.2. PROVIDE NFPA 13 WATER CURTAIN PER ICC NER-516
THESE WINDOWS TO RECEIVE NFPA 13 WATER CURTAIN PER ICC NER-516 AS PART OF APPEAL 18848
PER PFC 307 AND PFC 308, THERE ARE TO BE NO FIRE PITS, FIRE TABLES, OR BBQ'S PRMITTED ON AMENITY TERRACE
CONNECT PLYWOOD/TRAFFIC COAT GUTTER TO CAST IRON RAIN DRAINS, PER RFI 216. 2 1/2" COMBINATION DRAIN.
2 1/2" RAINWATER LEADER IN MASONRY CAVITY
3" STORMWATER PIPE TO DAYLIGHT DRAIN TO STREET
DOWNSPOUT OVERFLOW NOZZLE THROUGH MASONRY WALL
PLUMBING MANIFOLD
HDU FOR AMENITY SPACE, WITH LAMINATE SHELF ABOVE FOR ROUTER AND WIRELESS MODEM ABOVE.
1
2
3
4
5
6
7
8
9
10
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19
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2
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26
27
28
29
30
53
31
32
32
147
Date:
Project #
Revisions:
tva architects inc.
920 sw sixth avenue | suite 1500portland, oregon 97204phone: 503 220 0668www.tvaarchitects.com
9/2
7/2
021 2
:42:4
9 P
M
\\Lark
\Data
\16021 -
Pearl A
part
ments
\1 -
CA
D\2
- C
entr
al F
iles\1
6021 P
earl
Apart
ments
.rvt
A2.01
LEVEL 01FLOOR PLAN
01.16.20
TVA 16021
PE
AR
L A
PA
RT
ME
NT
SP
ort
lan
d O
reg
on
HUD
CLOSING
3/16" = 1'-0"1
LEVEL 01 - FLOOR PLANN
ENTRY FFE 43.10, SEE CIVIL
No. Date Description
1 10/19/2018 BID Clarif.
2 12/19/2018 FLS Review
7 3/12/2018 FLS 2 Review
8 2/7/2019 WB 2 Review
13 4/2/2019 FLS 3 Review
14 Date 14 WB 3 Review
15 6.17.19 FLS 4 Review
16 6.17.19 Fire Marshal 3
23 4.29.02 RFI 002
25 5.13.20 RFI 012
30 7.21.20 ASI 01
53 Date 53 RFI 86
71 12.11.20 PR 05
79 2.2.21 PR 06
83 1.29.21 rfi 133
100 4.1.21 ASI 08
111 4.26.21 RFI 171
155 8.18.21 PR 15
DN
T
T
UP
1
A
2 3 4 5 6 7 8
E
D
B
C
A3.02
1
A3.01
1
A3.01 2
1
A3.04
2
A3.03
2
A3.04
UNIT H213
SEE A5.10
UNIT E210
SEEA5.07
UNIT D209
SEE A5.06
UNIT C208
SEEA5.05
UNIT C207
SEE A5.05
UNIT B205
SEE A5.04
UNIT A204
SEE A5.03
UNIT F211
SEE A5.08
STAIR 1201
STAIR 2202
HALL200
UNIT G212
SEE A5.09
ROOF
ADJACENT BUILDING
100' - 0"
17' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 11' - 0" 12' - 0"
60
' -
0"
10
' -
9"
19
' -
0"
6' -
9"
23
' -
6"
1
A3.03
UNIT B206
SEE A5.04
1
A3.05
2
A3.05
ELEC203
1' - 0"
8"
2' - 4"
3' - 0" 1' - 0" 1' - 0" 1' - 0"
1' - 0"
1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 11 1/2" 10' - 0" 2' - 0"
2' -
0"
7' -
0"
3' -
0"
9' -
10
"
2' -
0"
3' -
0"
11
' -
6"
2' -
0"
3' -
0"
11
' -
6"
2' -
0"
1' -
10
1/2
"
3' - 0"
8" 8' - 0" 6' - 4"3' - 0"
10' - 0" 8' - 0" 7' - 0"
7' -
0"
1' - 0"
29
' -
1"
10
' -
2"
49
' - 1
0"
26A
27C
26A 26A 26A 26A
26A
26A
24D
24D
27C
22B
22B
27C
24D 24D
1' - 0"
*S01
*13
*05
*06
*12
*S0
1
16
*11
*MC01
*07
F4F4
*10
*09
*08
*EL01
*04
A3.022
A3.03
WATER QUALITY PLANTER, COMPLIANT WITH PORTLAND BES STORMWATER MANAGEMENT MANUAL 2.3.4.8
1' -
8"
3' -
0"
37' - 4"
7
A8.15
6
A8.17
1
12
25A
14
15
15
15
W6W4W6W4
W4
W6
W4
W5 W4
W1
W2
W2
W5
118
19181818
19
1919
18
19
25A
2
21
21
A8.04
9TYP
A8.04
9
W4
W4
W6
W4
W4
W4W6
24D
26A
27C
20A
27C
5' -
1"
5' - 1"
25D
2
2
1' - 0"
24
2
224
2' - 1"
MIN
1' -
10
"
25D 27C
25D
31B
26A
31B
25D27C
A9.02
2
F4
15
F4
4' -
2"
3' - 0"
1' -
6"
4' -
4 5
/8"
2
A7.10
8' -
9"
8' -
8 7
/8"
14' - 0" 15' - 0" 11' - 0" 10' - 0"
1' - 0" 3 1/4"3 1/4"
1
A7.10
1' - 0 1/4"
7"
1' -
9"1
' -
4"
9"
51
58
822A
F4
2B
83
83
12
' -
4"
12
' -
4 5
/8"
12
' -
5"
3' - 6 5/8"
3' -
6 5
/8"
12' - 5 1/2"
24D
F4
3
A7.10
3 5
/8"
25A
F4
*MC01
F4
132
2' -
6"
1' - 2"
1' -
8"
4' -
0"
3' -
4"
1' -
0"
1. DATUM ELEVATION 0'-0" EQUALS USGS ELEVATION 43.50'.2. ALL INTERIOR NON-BEARING PARTITION DIMENSIONS ARE TO FACE OF
FINISH, UNLESS NOTED OTHERWISE.3. ALL UNIT TO UNIT DEMISING WALL DIMENSIONS ARE TO CENTERLINE OF
PARTITION, UNLESS NOTED OTHERWISE.4. ALL EXTERIOR WALL DIMENSIONS ARE TO FACE OF CLADDING, UNLESS
NOTED OTHERWISE.5. SEE STRUCTURAL DRAWINGS FOR EXTERIOR WALL FRAMING.6. FLOOR FINISH TRANSITIONS OCCUR AT THE CENTERLINE OF DOOR, TYP.7. SEE INTERIOR DETAILS FOR FLOOR FINISH TRANSITIONS.8. SEE A0.06 AND A0.07 FOR INTERIOR PARTITION TYPES.9. SEE A0.08 FOR FLOOR/CEILING ASSEMBLY TYPES.10. SEE A0.09 FOR EXTERIOR ASSEMBLY TYPES.11. SEE A7.01 AND A7.03 FOR ENLARGED STAIR PLANS.
FLOOR PLAN GENERAL NOTES
FLOOR PLAN SYMBOLS
WH WATER HYDRANT
FD FLOOR DRAIN, SEE PLUMBING DWGS
CR CARD READER
ARROW INDICATING MAKE-UP AIR INTAKE (U.N.O.), SEE 4/A8.07
HD HUB DRAIN, SEE PLUMBING DWGS
FD FLOOR SINK, SEE PLUMBING DWGS
FLOOR PLAN KEYNOTES
FIRE SMOKE DOOR SHALL MEET REQUIREMENTS FOR A SMOKE AND DRAFT CONTROL DOOR ASSEMBLY TESTED IN ACCORDANCE WITH UL 1784
FIRE ALARM ANNUNCIATOR PANEL
FIRE ALARM CONTROL PANEL
FIRE KNOX BOX
METAL GRATE BALCONY BY LOCATION, LEVELS 03-06. REFER TO STRUCTURAL DRAWINGS
ADD GYP LAYER FOR ALIGNMENT OF FINISH AS REQUIRED
TWO-WAY COMMUNICATION STATION
HCP DOOR OPERATOR
INTERCOM PANEL
WALL-MOUNTED CARD READER
GAS METERS
DAS CONDUIT IN 2 HR. SHAFT. ON LEVEL 2, XRAY PT-SLAB FOR DAS CONDUIT CORE THROUGH SLAB
EMERGENCY GENERATOR FUEL FILL
HALL MAKE-UP AIR
4" PVC RADON MITIGATION PIPE TO ROOF, SEE 11/A8.11 FOR BELOW GRADE TEE INSTALLATION
ELEVATOR CALL BUTTON
ELEVATOR FIREMAN OVERRIDE
PASSIVE AIR INLET VENT, VENT BEHIND RAIN SCREEN
PASSIVE AIR INLET VENT, VENT THROUGH EXTERIOR FINISH
PRC 509.1 CODE COMPLIANT SIGNAGE, EQUIPMENT ROOMS
PRC 504.3 CODE COMPLIANT SIGNAGE, STAIR ACCESS
PRC 1004.3 CODE COMPLIANT SIGNAGE, ASSEMBLY OCCUPANCY LOAD SIGN
DAS SYSTEM TRANSMITTER, IF REQUIRED BY FIRE MARSHALL
PER PFC 904, STAIR ENCLOSURE STANDPIPE HOSE CONNECTIONS & VALVE INSTALLATIONS TO BE PROVIDED ON THE FLOOR LANDINGS, NOT INTERMIDIATE STAIR LANDINGS. RISER LOCATION SHOWN FOR REFERENCE, SEE SPRINKLER DRAWINGS UNDER SEPERATE COVER
THESE (2) NORTH-SIDE WINDOWS ARE TO BE AFFFIXED PER APPEAL 18848, TO BE COMPLIANT WITH OSSC 705.8.6.2. PROVIDE NFPA 13 WATER CURTAIN PER ICC NER-516
THESE WINDOWS TO RECEIVE NFPA 13 WATER CURTAIN PER ICC NER-516 AS PART OF APPEAL 18848
PER PFC 307 AND PFC 308, THERE ARE TO BE NO FIRE PITS, FIRE TABLES, OR BBQ'S PRMITTED ON AMENITY TERRACE
CONNECT PLYWOOD/TRAFFIC COAT GUTTER TO CAST IRON RAIN DRAINS, PER RFI 216. 2 1/2" COMBINATION DRAIN.
2 1/2" RAINWATER LEADER IN MASONRY CAVITY
3" STORMWATER PIPE TO DAYLIGHT DRAIN TO STREET
DOWNSPOUT OVERFLOW NOZZLE THROUGH MASONRY WALL
PLUMBING MANIFOLD
HDU FOR AMENITY SPACE, WITH LAMINATE SHELF ABOVE FOR ROUTER AND WIRELESS MODEM ABOVE.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
2
23
24
25
26
27
28
29
30
53
31
32
32
147
Date:
Project #
Revisions:
tva architects inc.
920 sw sixth avenue | suite 1500portland, oregon 97204phone: 503 220 0668www.tvaarchitects.com
9/2
7/2
021 2
:42:5
4 P
M
\\Lark
\Data
\16021 -
Pearl A
part
ments
\1 -
CA
D\2
- C
entr
al F
iles\1
6021 P
earl
Apart
ments
.rvt
A2.02
LEVEL 02FLOOR PLAN
01.16.20
TVA 16021
PE
AR
L A
PA
RT
ME
NT
SP
ort
lan
d O
reg
on
HUD
CLOSING
3/16" = 1'-0"1
LEVEL 02 - FLOOR PLANN
18
IN-PLANTER ROOF DRAINSEE A8.17 FOR DETAILS
No. Date Description
1 10/19/2018 BID Clarif.
2 12/19/2018 FLS Review
7 3/12/2018 FLS 2 Review
15 6.17.19 FLS 4 Review
18 7.15.19 Plumbing Review
37 8.28.20 RFI 53
49 10.19.20 RFI 56
51 10.20.20 RFI 79
58 11.06.20 RFI 92
82 1.28.21 rfi 123
83 1.29.21 rfi 133
120 4.29.21 RFI 134
132 Date 132 RFI 206
DN
1
A
2 3 4 5 6 7 8
E
D
B
C
A3.01
1
A3.01 2
1
A3.04
2
A3.03
2
A3.04
100' - 0"
60
' -
0"
10
' -
9"
19
' -
0"
6' -
9"
23
' -
6"
17' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 11' - 0" 12' - 0"
1
A3.03
1
A3.05
2
A3.05
UNIT ETYPE A
310SEE A5.07
UNIT D309
SEE A5.06
UNIT C308
SEE A5.05
UNIT C307
SEE A5.05
UNIT B305
SEE A5.04
UNIT A304
SEE A5.03
STAIR 1301
STAIR 2302
UNIT B306
SEE A5.04
UNIT HTYPE A
313SEE A5.10
UNIT F311
SEE A5.08
UNIT G312
SEE A5.09
8"
2' - 4"
3' - 0" 1' - 0" 1' - 0" 13' - 0" 1' - 0"
1' - 0"
1' - 0"
1' - 0"
2' - 0"
2' -
0"
7' -
0"
3' -
0"
9' -
8"
2' -
2"
3' -
0"
11
' -
6"
2' -
0"
3' -
0"
11
' -
6"
2' -
0"
1' -
10
1/2
"
3' - 0" 3' - 0" 1' - 0"
1' - 0"
3' - 0" 1' - 0"
1' - 0"
3' - 0"
1' - 0"
8' - 0" 6' - 4" 3' - 0" 10' - 0" 8' - 0" 7' - 0"
7' -
0"
1' - 0"22' - 10 1/4"
23
' -
0"
49
' - 1
0"
18B
17C
4B
4B
4B
4A
4A
18B
13B
18B4B
4B
17C
HALL300
*13 *1
2
*11
*05
*04
*S01
*09
*UT01
*08
*07
*06
*S0
1
ADJACENT BUILDING
UTIL303
1
*10
*EL01
A8.10
1TYP
A8.10
2
A8.10
3
A8.10
5
A8.10
6
A3.022
A3.02
1
5
A3.03
7
12
14
15
15
15
15
W8
W8 W10 W8 W10
W8
W10
W8
21D
1A
2B
18B
17C17C17C
17C
17C
16
18
18181918
19
1919
18
18
25A
2
21
21
5B 5B
5B
5B
W9
W8 W10 W8
W9
W8
W10
W8
W10
W9
W8 W10 W10W8
W8
W8
5' -
2" 12B
12B
4' -
0"
2
2
24 2
24
2
26 26
2
2' -
5"
2' - 0 3/4"
12B
12B
19B
19B
17C
12B
13B
A9.02
2
TYP
A9.02
2SIM
13W1
W2
2
A7.10
4' -
0 3
/8"
4"
4' -
0 5
/8"
1
A7.10
5"
DUCT DOWN TO LEVEL 2
8"
2' -
9"
DUCT UP TO LEVEL 4
50
19B
51
F5
54
58
6
A9.0177
3' - 1 1/8"
3
A7.10
6' - 6 5/8" 3' - 0"
32
4' - 2"
1A103
120
10
1/4
"
2' - 3 1/2"
5' - 0"
2' -
10
"
F5
132
4' - 0"154
*E03FLOOR PLAN KEYNOTES
FIRE SMOKE DOOR SHALL MEET REQUIREMENTS FOR A SMOKE AND DRAFT CONTROL DOOR ASSEMBLY TESTED IN ACCORDANCE WITH UL 1784
FIRE ALARM ANNUNCIATOR PANEL
FIRE ALARM CONTROL PANEL
FIRE KNOX BOX
METAL GRATE BALCONY BY LOCATION, LEVELS 03-06. REFER TO STRUCTURAL DRAWINGS
ADD GYP LAYER FOR ALIGNMENT OF FINISH AS REQUIRED
TWO-WAY COMMUNICATION STATION
HCP DOOR OPERATOR
INTERCOM PANEL
WALL-MOUNTED CARD READER
GAS METERS
DAS CONDUIT IN 2 HR. SHAFT. ON LEVEL 2, XRAY PT-SLAB FOR DAS CONDUIT CORE THROUGH SLAB
EMERGENCY GENERATOR FUEL FILL
HALL MAKE-UP AIR
4" PVC RADON MITIGATION PIPE TO ROOF, SEE 11/A8.11 FOR BELOW GRADE TEE INSTALLATION
ELEVATOR CALL BUTTON
ELEVATOR FIREMAN OVERRIDE
PASSIVE AIR INLET VENT, VENT BEHIND RAIN SCREEN
PASSIVE AIR INLET VENT, VENT THROUGH EXTERIOR FINISH
PRC 509.1 CODE COMPLIANT SIGNAGE, EQUIPMENT ROOMS
PRC 504.3 CODE COMPLIANT SIGNAGE, STAIR ACCESS
PRC 1004.3 CODE COMPLIANT SIGNAGE, ASSEMBLY OCCUPANCY LOAD SIGN
DAS SYSTEM TRANSMITTER, IF REQUIRED BY FIRE MARSHALL
PER PFC 904, STAIR ENCLOSURE STANDPIPE HOSE CONNECTIONS & VALVE INSTALLATIONS TO BE PROVIDED ON THE FLOOR LANDINGS, NOT INTERMIDIATE STAIR LANDINGS. RISER LOCATION SHOWN FOR REFERENCE, SEE SPRINKLER DRAWINGS UNDER SEPERATE COVER
THESE (2) NORTH-SIDE WINDOWS ARE TO BE AFFFIXED PER APPEAL 18848, TO BE COMPLIANT WITH OSSC 705.8.6.2. PROVIDE NFPA 13 WATER CURTAIN PER ICC NER-516
THESE WINDOWS TO RECEIVE NFPA 13 WATER CURTAIN PER ICC NER-516 AS PART OF APPEAL 18848
PER PFC 307 AND PFC 308, THERE ARE TO BE NO FIRE PITS, FIRE TABLES, OR BBQ'S PRMITTED ON AMENITY TERRACE
CONNECT PLYWOOD/TRAFFIC COAT GUTTER TO CAST IRON RAIN DRAINS, PER RFI 216. 2 1/2" COMBINATION DRAIN.
2 1/2" RAINWATER LEADER IN MASONRY CAVITY
3" STORMWATER PIPE TO DAYLIGHT DRAIN TO STREET
DOWNSPOUT OVERFLOW NOZZLE THROUGH MASONRY WALL
PLUMBING MANIFOLD
HDU FOR AMENITY SPACE, WITH LAMINATE SHELF ABOVE FOR ROUTER AND WIRELESS MODEM ABOVE.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
2
23
24
25
26
27
28
29
30
53
31
32
32
147
FLOOR PLAN SYMBOLS
WH WATER HYDRANT
FD FLOOR DRAIN, SEE PLUMBING DWGS
CR CARD READER
ARROW INDICATING MAKE-UP AIR INTAKE (U.N.O.), SEE 4/A8.07
HD HUB DRAIN, SEE PLUMBING DWGS
FD FLOOR SINK, SEE PLUMBING DWGS
1. DATUM ELEVATION 0'-0" EQUALS USGS ELEVATION 43.50'.2. ALL INTERIOR NON-BEARING PARTITION DIMENSIONS ARE TO FACE OF
FINISH, UNLESS NOTED OTHERWISE.3. ALL UNIT TO UNIT DEMISING WALL DIMENSIONS ARE TO CENTERLINE OF
PARTITION, UNLESS NOTED OTHERWISE.4. ALL EXTERIOR WALL DIMENSIONS ARE TO FACE OF CLADDING, UNLESS
NOTED OTHERWISE.5. SEE STRUCTURAL DRAWINGS FOR EXTERIOR WALL FRAMING.6. FLOOR FINISH TRANSITIONS OCCUR AT THE CENTERLINE OF DOOR, TYP.7. SEE INTERIOR DETAILS FOR FLOOR FINISH TRANSITIONS.8. SEE A0.06 AND A0.07 FOR INTERIOR PARTITION TYPES.9. SEE A0.08 FOR FLOOR/CEILING ASSEMBLY TYPES.10. SEE A0.09 FOR EXTERIOR ASSEMBLY TYPES.11. SEE A7.01 AND A7.03 FOR ENLARGED STAIR PLANS.
FLOOR PLAN GENERAL NOTES
Date:
Project #
Revisions:
tva architects inc.
920 sw sixth avenue | suite 1500portland, oregon 97204phone: 503 220 0668www.tvaarchitects.com
9/2
7/2
021 2
:43:0
3 P
M
\\Lark
\Data
\16021 -
Pearl A
part
ments
\1 -
CA
D\2
- C
entr
al F
iles\1
6021 P
earl
Apart
ments
.rvt
A2.03
LEVEL 03FLOOR PLAN
01.16.20
TVA 16021
PE
AR
L A
PA
RT
ME
NT
SP
ort
lan
d O
reg
on
HUD
CLOSING
3/16" = 1'-0"1
LEVEL 03 - FLOOR PLANN
No. Date Description
1 10/19/2018 BID Clarif.
2 12/19/2018 FLS Review
7 3/12/2018 FLS 2 Review
13 4/2/2019 FLS 3 Review
49 10.19.20 RFI 56
50 10.19.20 RFI 80
51 10.20.20 RFI 79
54 10.28.20 RFI 80.1
58 11.06.20 RFI 92
77 1.25.21 RFI 125
103 4.26.21 RFI 179
120 4.29.21 RFI 134
132 Date 132 RFI 206
154 8.11.21 RFI 224
UP
1
A
2 3 4 5 6 7 8
E
D
B
C
A3.02
1
A3.022
A3.01
1
A3.01 2
1
A3.04
2
A3.03
2
A3.04
1
A3.03
1
A3.05
2
A3.05
STAIR 1401
HALL400
UNIT ETYPE A
410SEE A5.07
UNIT D409
SEE A5.06
UNIT C408
SEE A5.05
UNIT C407
SEE A5.05
UNIT B405
SEE A5.04
UNIT A404
SEE A5.03
UNIT F411
SEE A5.08
STAIR 2402
UNIT G412
SEE A5.09
UNIT B406
SEE A5.04
17' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 11' - 0" 12' - 0"
100' - 0"
60
' -
0"
10
' -
9"
19
' -
0"
6' -
9"
23
' -
6"
2' -
0"
7' -
0"
3' -
0"
2' - 4"
3' - 0" 1' - 0" 1' - 0"
1' - 0"
3' - 0" 1' - 0"
1' - 0"
3' - 0" 1' - 0" 1' - 0"
1' - 0"
3' - 0" 2' - 0"
2' -
0"
11
' -
6"
3' -
0"
2' -
0"
11
' -
6"
3' -
0"
12
' -
0"
2' -
4"
8 1/2"
8' - 0" 9' - 4" 10' - 0" 8' - 0" 7' - 0"
1' -
8"
7' -
0"
22' - 10 1/4" 1' - 0"
23
' -
0"
49
' - 1
0"
17C
18B
17C 17C 17C 17C
17C
17C
4B
4B
4B
18B
13B
18B
4B4B
17C
*S01
*09
*04
*05
*06
*07
*08
*S0
1
*11
*12
*13
ELEC403
1
UNIT HTYPE A
413SEE A5.10
*EL01
*EC01
*10
5 5
A3.03
7
12
14
A8.10
7
15
15
15
W8
W10W8 W8 W10
W10
W8
W10
W8
W8
W9
W8W9 W8
2B
2 5/8"
2B
1618
18181918
19
1919
18
19
25A
2
21
21
4A
4A
W8 W10 W8 W10W8
W8
W8
W8
W10
W8W9
W8W10
W9
5' -
2"
12B
12B
25A
2
2
24
24 2
2
25
25
2
2' -
5"
2' - 0 3/4"
15
12B
19B
17C
12B19B
18B 18B
18B
12B
18B
A9.02
2
TYP
5B
5B
5B
5B
2
A7.10
1
A7.10
5"
50
19B
54
58
A0.07
459
6 1/2"
9' -
6 1
/2"
12
' -
4"
3
A7.10
32
1A
3' - 6"
120
13B
132
4' - 0"154
1' - 4 1/8"
FLOOR PLAN SYMBOLS
WH WATER HYDRANT
FD FLOOR DRAIN, SEE PLUMBING DWGS
CR CARD READER
ARROW INDICATING MAKE-UP AIR INTAKE (U.N.O.), SEE 4/A8.07
HD HUB DRAIN, SEE PLUMBING DWGS
FD FLOOR SINK, SEE PLUMBING DWGS
1. DATUM ELEVATION 0'-0" EQUALS USGS ELEVATION 43.50'.2. ALL INTERIOR NON-BEARING PARTITION DIMENSIONS ARE TO FACE OF
FINISH, UNLESS NOTED OTHERWISE.3. ALL UNIT TO UNIT DEMISING WALL DIMENSIONS ARE TO CENTERLINE OF
PARTITION, UNLESS NOTED OTHERWISE.4. ALL EXTERIOR WALL DIMENSIONS ARE TO FACE OF CLADDING, UNLESS
NOTED OTHERWISE.5. SEE STRUCTURAL DRAWINGS FOR EXTERIOR WALL FRAMING.6. FLOOR FINISH TRANSITIONS OCCUR AT THE CENTERLINE OF DOOR, TYP.7. SEE INTERIOR DETAILS FOR FLOOR FINISH TRANSITIONS.8. SEE A0.06 AND A0.07 FOR INTERIOR PARTITION TYPES.9. SEE A0.08 FOR FLOOR/CEILING ASSEMBLY TYPES.10. SEE A0.09 FOR EXTERIOR ASSEMBLY TYPES.11. SEE A7.01 AND A7.03 FOR ENLARGED STAIR PLANS.
FLOOR PLAN GENERAL NOTES
FLOOR PLAN KEYNOTES
FIRE SMOKE DOOR SHALL MEET REQUIREMENTS FOR A SMOKE AND DRAFT CONTROL DOOR ASSEMBLY TESTED IN ACCORDANCE WITH UL 1784
FIRE ALARM ANNUNCIATOR PANEL
FIRE ALARM CONTROL PANEL
FIRE KNOX BOX
METAL GRATE BALCONY BY LOCATION, LEVELS 03-06. REFER TO STRUCTURAL DRAWINGS
ADD GYP LAYER FOR ALIGNMENT OF FINISH AS REQUIRED
TWO-WAY COMMUNICATION STATION
HCP DOOR OPERATOR
INTERCOM PANEL
WALL-MOUNTED CARD READER
GAS METERS
DAS CONDUIT IN 2 HR. SHAFT. ON LEVEL 2, XRAY PT-SLAB FOR DAS CONDUIT CORE THROUGH SLAB
EMERGENCY GENERATOR FUEL FILL
HALL MAKE-UP AIR
4" PVC RADON MITIGATION PIPE TO ROOF, SEE 11/A8.11 FOR BELOW GRADE TEE INSTALLATION
ELEVATOR CALL BUTTON
ELEVATOR FIREMAN OVERRIDE
PASSIVE AIR INLET VENT, VENT BEHIND RAIN SCREEN
PASSIVE AIR INLET VENT, VENT THROUGH EXTERIOR FINISH
PRC 509.1 CODE COMPLIANT SIGNAGE, EQUIPMENT ROOMS
PRC 504.3 CODE COMPLIANT SIGNAGE, STAIR ACCESS
PRC 1004.3 CODE COMPLIANT SIGNAGE, ASSEMBLY OCCUPANCY LOAD SIGN
DAS SYSTEM TRANSMITTER, IF REQUIRED BY FIRE MARSHALL
PER PFC 904, STAIR ENCLOSURE STANDPIPE HOSE CONNECTIONS & VALVE INSTALLATIONS TO BE PROVIDED ON THE FLOOR LANDINGS, NOT INTERMIDIATE STAIR LANDINGS. RISER LOCATION SHOWN FOR REFERENCE, SEE SPRINKLER DRAWINGS UNDER SEPERATE COVER
THESE (2) NORTH-SIDE WINDOWS ARE TO BE AFFFIXED PER APPEAL 18848, TO BE COMPLIANT WITH OSSC 705.8.6.2. PROVIDE NFPA 13 WATER CURTAIN PER ICC NER-516
THESE WINDOWS TO RECEIVE NFPA 13 WATER CURTAIN PER ICC NER-516 AS PART OF APPEAL 18848
PER PFC 307 AND PFC 308, THERE ARE TO BE NO FIRE PITS, FIRE TABLES, OR BBQ'S PRMITTED ON AMENITY TERRACE
CONNECT PLYWOOD/TRAFFIC COAT GUTTER TO CAST IRON RAIN DRAINS, PER RFI 216. 2 1/2" COMBINATION DRAIN.
2 1/2" RAINWATER LEADER IN MASONRY CAVITY
3" STORMWATER PIPE TO DAYLIGHT DRAIN TO STREET
DOWNSPOUT OVERFLOW NOZZLE THROUGH MASONRY WALL
PLUMBING MANIFOLD
HDU FOR AMENITY SPACE, WITH LAMINATE SHELF ABOVE FOR ROUTER AND WIRELESS MODEM ABOVE.
1
2
3
4
5
6
7
8
9
10
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18
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2
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Project #
Revisions:
tva architects inc.
920 sw sixth avenue | suite 1500portland, oregon 97204phone: 503 220 0668www.tvaarchitects.com
9/2
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021 2
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\\Lark
\Data
\16021 -
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\1 -
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6021 P
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Apart
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.rvt
A2.04
LEVEL 04FLOOR PLAN
01.16.20
TVA 16021
PE
AR
L A
PA
RT
ME
NT
SP
ort
lan
d O
reg
on
HUD
CLOSING
3/16" = 1'-0"1
LEVEL 04 - FLOOR PLANN
No. Date Description
1 10/19/2018 BID Clarif.
2 12/19/2018 FLS Review
7 3/12/2018 FLS 2 Review
50 10.19.20 RFI 80
54 10.28.20 RFI 80.1
58 11.06.20 RFI 92
59 11.08.20 ASI 04
108 4.22.21 RFI 189
120 4.29.21 RFI 134
132 Date 132 RFI 206
154 8.11.21 RFI 224
DN
A4021
1
A
2 3 4 5 6 7 8
E
D
B
C
A3.02
1
A3.01
1
A3.01 2
1
A3.04
2
A3.03
2
A3.04
1
A3.03
1
A3.05
2
A3.05
STAIR 1501 HALL
500
UNIT HTYPE A
513SEE A5.10 UNIT E
TYPE A510
SEE A5.07
UNIT D509
SEE A5.06
UNIT C508
SEE A5.05
UNIT C507
SEE A5.05
UNIT A504
SEE A5.03
UNIT F511
SEE A5.08
STAIR 2502
UNIT G512
SEE A5.09
UNIT B506
SEE A5.04
17' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 11' - 0" 12' - 0"
100' - 0"
60
' -
0"
10
' -
9"
19
' -
0"
6' -
9"
23
' -
6"
1' - 0"
1' - 0"
3' - 0" 1' - 0" 1' - 0"
1' - 0"
3' - 0" 2' - 0"8"
2' - 4"
3' - 0" 1' - 0" 1' - 0"
1' - 0"
3' - 0" 1' - 0"
2' -
0"
26
' -
6"
2' -
0"
11
' -
6"
3' -
0"
2' -
0"
7' -
0"
3' -
0"
2' -
4"
8 1/2"
8' - 0" 9' - 4" 10' - 0" 8' - 0" 7' - 0"
1' -
8"
7' -
0"
22' - 10 1/4"
23
' -
0"
49
' - 1
0"
17C
18B
17C 17C 17C 17C
17C
17C
4B
4B
4B
18B
13B
18B
4B4B
17C
*S01
*09
*UT01
*S0
1
*08
*07
*11
*12
*06
*13
*05
*04
UNIT B505
SEE A5.04
UTIL503
1
*EL01
*10
5 5
A3.03
7
12
14
15
15
15
W8
W10
W8
W8
W8
B
W10
W9
20C
W8
W8
W9 W8
W8
W9
W9 W10
1618
18181918
18
1919
18
19
25A
2
21
21
4A
4A
W8 W10W8 W10W8W8
W8
W8
W8
W10
W8
5' -
2"
2
2
12B
12B
242
242
2626
2' -
5"
2' - 0 3/4"
12B 18B
17C
19B
12B
18B
12B
19B18B 18B
15
A9.02
2
5B5B
5B
5B
A9.02
2
2
A7.10
1
A7.10
F3
50
19B
F2F2
54
25A
A0.07
4
12
' -
2"
3
A7.10
32
1A
120
1A
10' - 7 5/8" 10' - 9 1/2"
13B
F2
132
50
4' -
0"
4' - 0"154
5' - 3"
2' -
4 1
/8"
1. DATUM ELEVATION 0'-0" EQUALS USGS ELEVATION 43.50'.2. ALL INTERIOR NON-BEARING PARTITION DIMENSIONS ARE TO FACE OF
FINISH, UNLESS NOTED OTHERWISE.3. ALL UNIT TO UNIT DEMISING WALL DIMENSIONS ARE TO CENTERLINE OF
PARTITION, UNLESS NOTED OTHERWISE.4. ALL EXTERIOR WALL DIMENSIONS ARE TO FACE OF CLADDING, UNLESS
NOTED OTHERWISE.5. SEE STRUCTURAL DRAWINGS FOR EXTERIOR WALL FRAMING.6. FLOOR FINISH TRANSITIONS OCCUR AT THE CENTERLINE OF DOOR, TYP.7. SEE INTERIOR DETAILS FOR FLOOR FINISH TRANSITIONS.8. SEE A0.06 AND A0.07 FOR INTERIOR PARTITION TYPES.9. SEE A0.08 FOR FLOOR/CEILING ASSEMBLY TYPES.10. SEE A0.09 FOR EXTERIOR ASSEMBLY TYPES.11. SEE A7.01 AND A7.03 FOR ENLARGED STAIR PLANS.
FLOOR PLAN GENERAL NOTES
FLOOR PLAN SYMBOLS
WH WATER HYDRANT
FD FLOOR DRAIN, SEE PLUMBING DWGS
CR CARD READER
ARROW INDICATING MAKE-UP AIR INTAKE (U.N.O.), SEE 4/A8.07
HD HUB DRAIN, SEE PLUMBING DWGS
FD FLOOR SINK, SEE PLUMBING DWGS
FLOOR PLAN KEYNOTES
FIRE SMOKE DOOR SHALL MEET REQUIREMENTS FOR A SMOKE AND DRAFT CONTROL DOOR ASSEMBLY TESTED IN ACCORDANCE WITH UL 1784
FIRE ALARM ANNUNCIATOR PANEL
FIRE ALARM CONTROL PANEL
FIRE KNOX BOX
METAL GRATE BALCONY BY LOCATION, LEVELS 03-06. REFER TO STRUCTURAL DRAWINGS
ADD GYP LAYER FOR ALIGNMENT OF FINISH AS REQUIRED
TWO-WAY COMMUNICATION STATION
HCP DOOR OPERATOR
INTERCOM PANEL
WALL-MOUNTED CARD READER
GAS METERS
DAS CONDUIT IN 2 HR. SHAFT. ON LEVEL 2, XRAY PT-SLAB FOR DAS CONDUIT CORE THROUGH SLAB
EMERGENCY GENERATOR FUEL FILL
HALL MAKE-UP AIR
4" PVC RADON MITIGATION PIPE TO ROOF, SEE 11/A8.11 FOR BELOW GRADE TEE INSTALLATION
ELEVATOR CALL BUTTON
ELEVATOR FIREMAN OVERRIDE
PASSIVE AIR INLET VENT, VENT BEHIND RAIN SCREEN
PASSIVE AIR INLET VENT, VENT THROUGH EXTERIOR FINISH
PRC 509.1 CODE COMPLIANT SIGNAGE, EQUIPMENT ROOMS
PRC 504.3 CODE COMPLIANT SIGNAGE, STAIR ACCESS
PRC 1004.3 CODE COMPLIANT SIGNAGE, ASSEMBLY OCCUPANCY LOAD SIGN
DAS SYSTEM TRANSMITTER, IF REQUIRED BY FIRE MARSHALL
PER PFC 904, STAIR ENCLOSURE STANDPIPE HOSE CONNECTIONS & VALVE INSTALLATIONS TO BE PROVIDED ON THE FLOOR LANDINGS, NOT INTERMIDIATE STAIR LANDINGS. RISER LOCATION SHOWN FOR REFERENCE, SEE SPRINKLER DRAWINGS UNDER SEPERATE COVER
THESE (2) NORTH-SIDE WINDOWS ARE TO BE AFFFIXED PER APPEAL 18848, TO BE COMPLIANT WITH OSSC 705.8.6.2. PROVIDE NFPA 13 WATER CURTAIN PER ICC NER-516
THESE WINDOWS TO RECEIVE NFPA 13 WATER CURTAIN PER ICC NER-516 AS PART OF APPEAL 18848
PER PFC 307 AND PFC 308, THERE ARE TO BE NO FIRE PITS, FIRE TABLES, OR BBQ'S PRMITTED ON AMENITY TERRACE
CONNECT PLYWOOD/TRAFFIC COAT GUTTER TO CAST IRON RAIN DRAINS, PER RFI 216. 2 1/2" COMBINATION DRAIN.
2 1/2" RAINWATER LEADER IN MASONRY CAVITY
3" STORMWATER PIPE TO DAYLIGHT DRAIN TO STREET
DOWNSPOUT OVERFLOW NOZZLE THROUGH MASONRY WALL
PLUMBING MANIFOLD
HDU FOR AMENITY SPACE, WITH LAMINATE SHELF ABOVE FOR ROUTER AND WIRELESS MODEM ABOVE.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
2
23
24
25
26
27
28
29
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31
32
32
147
Date:
Project #
Revisions:
tva architects inc.
920 sw sixth avenue | suite 1500portland, oregon 97204phone: 503 220 0668www.tvaarchitects.com
9/2
7/2
021 2
:43:0
8 P
M
\\Lark
\Data
\16021 -
Pearl A
part
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\1 -
CA
D\2
- C
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al F
iles\1
6021 P
earl
Apart
ments
.rvt
A2.05
LEVEL 05FLOOR PLAN
01.16.20
TVA 16021
PE
AR
L A
PA
RT
ME
NT
SP
ort
lan
d O
reg
on
HUD
CLOSING
3/16" = 1'-0"1
LEVEL 05 - FLOOR PLANN
59
No. Date Description
1 10/19/2018 BID Clarif.
2 12/19/2018 FLS Review
7 3/12/2018 FLS 2 Review
50 10.19.20 RFI 80
54 10.28.20 RFI 80.1
58 11.06.20 RFI 92
59 11.08.20 ASI 04
108 4.22.21 RFI 189
120 4.29.21 RFI 134
132 Date 132 RFI 206
154 8.11.21 RFI 224
1
A
2 3 4 5 6 7 8
E
D
B
C
A3.02
1
A3.022
A3.01
1
A3.01 2
1
A3.04
2
A3.03
2
A3.04
1
A3.03
1
A3.05
2
A3.05
STAIR 1601
HALL600
UNIT HTYPE A
613SEE A5.10
UNIT J610
SEE A5.11
UNIT D609
SEE A5.06
UNIT C608
SEE A5.05
UNIT C607
SEE A5.05
UNIT B605
SEE A5.04
UNIT A604
SEE A5.03
UNIT F611
SEE A5.08
STAIR 2602
UNIT G612
SEE A5.09
UNIT B606
SEE A5.04
17' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 11' - 0" 12' - 0"
100' - 0"
60
' -
0"
10
' -
9"
19
' -
0"
6' -
9"
23
' -
6"
10' - 10 1/4"
3' - 0" 3' - 0" 1' - 0"
1' - 0"
3' - 0" 1' - 0"
1' - 0"
3' - 0" 1' - 0"
1' - 0"
3' - 0" 1' - 0" 1' - 0"
1' - 0"
3' - 0" 2' - 0"
2' -
0"
7' -
0"
3' -
0"
2' -
0"
11
' -
6"
3' -
0"
2' -
0"
11
' -
6"
3' -
0"
2' -
0"
10
' -
0"
2' -
4"
8 1/2"
8' - 0" 9' - 4" 10' - 0" 8' - 0" 7' - 0"
1' -
8"
7' -
0"
23
' -
0"
49
' - 1
0"
17C
18B
17C 17C 17C 17C
17C
17C
4B
4B
4B
18B
13B
18B4B 4B
17C
*13
*12
*11
*S0
1
*08
*07
*06
*05
*04
*S01
*10
*09
ELEC603
1
*EL01
*EC01
5
A3.03
7
12
14
15
15
15
ELEVATORE-6
W8
W9
W8 W10
W8
W10
W8W9
W9
W8W10W8W9
16 18
18181818
19
19
19
18
19
25A
2
21
21
W8
W1B
W10 W8
W10
W8
W8
W10
W8
W10
W8
W8W10W8W10 W8W10 W8W8W10W8
610
B
3B
3B
5' -
2" 2
2
12B
12B
24
242
2
2' -
5"
2' - 0 3/4"
12B
12B
19B18B
15
12B
18B
A9.02
2
5B
5B
5B
5B
A9.02
2
2
A7.10
1
A7.10
50
F3
F2
19B
4 3/4" 1' - 2 1/2"
29
28
53
54
25A
31
A0.07
459
3
A7.10
1A
32
108
7' -
0"
1A
F2
121
1A
*D02
5' -
2 1
/4"
5' - 0 3/4"
13B
121
F3
1. DATUM ELEVATION 0'-0" EQUALS USGS ELEVATION 43.50'.2. ALL INTERIOR NON-BEARING PARTITION DIMENSIONS ARE TO FACE OF
FINISH, UNLESS NOTED OTHERWISE.3. ALL UNIT TO UNIT DEMISING WALL DIMENSIONS ARE TO CENTERLINE OF
PARTITION, UNLESS NOTED OTHERWISE.4. ALL EXTERIOR WALL DIMENSIONS ARE TO FACE OF CLADDING, UNLESS
NOTED OTHERWISE.5. SEE STRUCTURAL DRAWINGS FOR EXTERIOR WALL FRAMING.6. FLOOR FINISH TRANSITIONS OCCUR AT THE CENTERLINE OF DOOR, TYP.7. SEE INTERIOR DETAILS FOR FLOOR FINISH TRANSITIONS.8. SEE A0.06 AND A0.07 FOR INTERIOR PARTITION TYPES.9. SEE A0.08 FOR FLOOR/CEILING ASSEMBLY TYPES.10. SEE A0.09 FOR EXTERIOR ASSEMBLY TYPES.11. SEE A7.01 AND A7.03 FOR ENLARGED STAIR PLANS.
FLOOR PLAN GENERAL NOTES
FLOOR PLAN SYMBOLS
WH WATER HYDRANT
FD FLOOR DRAIN, SEE PLUMBING DWGS
CR CARD READER
ARROW INDICATING MAKE-UP AIR INTAKE (U.N.O.), SEE 4/A8.07
HD HUB DRAIN, SEE PLUMBING DWGS
FD FLOOR SINK, SEE PLUMBING DWGS
FLOOR PLAN KEYNOTES
FIRE SMOKE DOOR SHALL MEET REQUIREMENTS FOR A SMOKE AND DRAFT CONTROL DOOR ASSEMBLY TESTED IN ACCORDANCE WITH UL 1784
FIRE ALARM ANNUNCIATOR PANEL
FIRE ALARM CONTROL PANEL
FIRE KNOX BOX
METAL GRATE BALCONY BY LOCATION, LEVELS 03-06. REFER TO STRUCTURAL DRAWINGS
ADD GYP LAYER FOR ALIGNMENT OF FINISH AS REQUIRED
TWO-WAY COMMUNICATION STATION
HCP DOOR OPERATOR
INTERCOM PANEL
WALL-MOUNTED CARD READER
GAS METERS
DAS CONDUIT IN 2 HR. SHAFT. ON LEVEL 2, XRAY PT-SLAB FOR DAS CONDUIT CORE THROUGH SLAB
EMERGENCY GENERATOR FUEL FILL
HALL MAKE-UP AIR
4" PVC RADON MITIGATION PIPE TO ROOF, SEE 11/A8.11 FOR BELOW GRADE TEE INSTALLATION
ELEVATOR CALL BUTTON
ELEVATOR FIREMAN OVERRIDE
PASSIVE AIR INLET VENT, VENT BEHIND RAIN SCREEN
PASSIVE AIR INLET VENT, VENT THROUGH EXTERIOR FINISH
PRC 509.1 CODE COMPLIANT SIGNAGE, EQUIPMENT ROOMS
PRC 504.3 CODE COMPLIANT SIGNAGE, STAIR ACCESS
PRC 1004.3 CODE COMPLIANT SIGNAGE, ASSEMBLY OCCUPANCY LOAD SIGN
DAS SYSTEM TRANSMITTER, IF REQUIRED BY FIRE MARSHALL
PER PFC 904, STAIR ENCLOSURE STANDPIPE HOSE CONNECTIONS & VALVE INSTALLATIONS TO BE PROVIDED ON THE FLOOR LANDINGS, NOT INTERMIDIATE STAIR LANDINGS. RISER LOCATION SHOWN FOR REFERENCE, SEE SPRINKLER DRAWINGS UNDER SEPERATE COVER
THESE (2) NORTH-SIDE WINDOWS ARE TO BE AFFFIXED PER APPEAL 18848, TO BE COMPLIANT WITH OSSC 705.8.6.2. PROVIDE NFPA 13 WATER CURTAIN PER ICC NER-516
THESE WINDOWS TO RECEIVE NFPA 13 WATER CURTAIN PER ICC NER-516 AS PART OF APPEAL 18848
PER PFC 307 AND PFC 308, THERE ARE TO BE NO FIRE PITS, FIRE TABLES, OR BBQ'S PRMITTED ON AMENITY TERRACE
CONNECT PLYWOOD/TRAFFIC COAT GUTTER TO CAST IRON RAIN DRAINS, PER RFI 216. 2 1/2" COMBINATION DRAIN.
2 1/2" RAINWATER LEADER IN MASONRY CAVITY
3" STORMWATER PIPE TO DAYLIGHT DRAIN TO STREET
DOWNSPOUT OVERFLOW NOZZLE THROUGH MASONRY WALL
PLUMBING MANIFOLD
HDU FOR AMENITY SPACE, WITH LAMINATE SHELF ABOVE FOR ROUTER AND WIRELESS MODEM ABOVE.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
2
23
24
25
26
27
28
29
30
53
31
32
32
147
Date:
Project #
Revisions:
tva architects inc.
920 sw sixth avenue | suite 1500portland, oregon 97204phone: 503 220 0668www.tvaarchitects.com
9/2
7/2
021 2
:43:1
2 P
M
\\Lark
\Data
\16021 -
Pearl A
part
ments
\1 -
CA
D\2
- C
entr
al F
iles\1
6021 P
earl
Apart
ments
.rvt
A2.06
LEVEL 06FLOOR PLAN
01.16.20
TVA 16021
PE
AR
L A
PA
RT
ME
NT
SP
ort
lan
d O
reg
on
HUD
CLOSING
3/16" = 1'-0"1
LEVEL 06 - FLOOR PLANN
SLO
PE
1/8
" PE
RF
OO
T
SLOPE
1/4" PERFOOT
No. Date Description
1 10/19/2018 BID Clarif.
2 12/19/2018 FLS Review
7 3/12/2018 FLS 2 Review
50 10.19.20 RFI 80
53 Date 53 RFI 86
54 10.28.20 RFI 80.1
58 11.06.20 RFI 92
59 11.08.20 ASI 04
108 4.22.21 RFI 189
120 4.29.21 RFI 134
121 4.29.21 RFI 195
TV
A4021
1
A
2 3 4 5 6 7 8
E
D
B
C
A3.02
1
A3.01
1
A3.01 2
1
A3.04
2
A3.03
2
A3.04
1
A3.03
1
A3.05
2
A3.05
STAIR 1701 HALL
700
TOILET710
UNIT HTYPE A
713SEE A5.10
UNIT K708
SEE A5.12
UNIT C707
SEE A5.05UNIT B705
SEE A5.04
UNIT A704
SEE A5.03
UNIT L711
SEE A5.13
STAIR 2702
UNIT G712
SEE A5.09
UNIT B706
SEE A5.04
AMENITY709
SEE A5.14
17' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 11' - 0" 12' - 0"
100' - 0"
60
' -
0"
10
' -
9"
19
' -
0"
6' -
9"
23
' -
6"
10' - 10 1/4" 5' - 0" 7' - 0"
1' - 0"
1' - 0"
3' - 0" 1' - 0"
1' - 0"
3' - 0" 1' - 0" 1' - 0" 1' - 0"
1' - 0"
3' - 0" 2' - 0"
12' - 5"
5' -
0"
1' - 0"
1' - 0"
3' - 0"8"
2' - 4"
3' - 0"
2' -
0"
7' -
0"
3' -
0"
13
' -
6"
3' -
0"
2' -
0"
2' -
4"
12
' -
0"
14
' -
6"
8 1/2"
8' - 0" 9' - 4" 10' - 0" 8' - 0" 7' - 0"
1' -
8"
7' -
0"
23
' -
0"
49
' - 1
0"
17C
18B
17C 17C
17C
17C
17C
4B
4B
4B
18B
13B
18B4B4B
17C
13B
*S01
*EC01
*13
*12
711
*S01
708A
*07
*06
*05
*04
710
ELEC703
1
AMENITYTERRACE
709A
*EL01
708B
A3.03
7
FD
12
15
RADON MITIGATION PIPE, OFFSET FROM BELOW
15
15
15
ELEVATORE-7
W9
W8
W8 W10
W4
W8
W10
W8
W1B
W8
W8
W9
W9
W8W10W9
W1B W8
16
18
18181818
19
1919 25A2
21
21
221B
4A
25A
W8 W10 W10W8 W10W8 W10W8
W8
W8 W8
W10
W8
W8W8
23
5' -
2"
12B
12B
2
2
2
24
242
2
2' -
5"
2' - 0 3/4"
12B 18B
12B
19B18B
709A
12B
A9.02
2
5B
5B
5B 5B
27
2
A7.10
1
A7.10
50
50
19B
F2
50
25A
25A
*K05
2A
F2
2A
1A 1A
52
3 1/2" 1' - 2 1/2"
SLO
PE
1/8
" PE
RF
OO
T
SLO
PE
1/8
" PE
RF
OO
T
SLOPE
1/4" PERFOOT
28
29
28
53
8' - 8"
6' -
11
"
54
1425A
31
A0.07
459
2" RWL TO THE CEILING OF LEVEL ONE, SEE A2.08
OVERFLOW SCUPPER
2"
18
72
SLOPE
1/8" PERFOOT
3
A7.10
112
4' - 6"
114
114
1A
121
3' - 0 7/8"
32128
13B
132 135
A8.10
9
A8.10
10
147
53
10
' -
3 1
/4"
1' -
5 1
/4"
3 1
/2"
3 1
/2"
12
' -
9 1
/2"
1. DATUM ELEVATION 0'-0" EQUALS USGS ELEVATION 43.50'.2. ALL INTERIOR NON-BEARING PARTITION DIMENSIONS ARE TO FACE OF
FINISH, UNLESS NOTED OTHERWISE.3. ALL UNIT TO UNIT DEMISING WALL DIMENSIONS ARE TO CENTERLINE OF
PARTITION, UNLESS NOTED OTHERWISE.4. ALL EXTERIOR WALL DIMENSIONS ARE TO FACE OF CLADDING, UNLESS
NOTED OTHERWISE.5. SEE STRUCTURAL DRAWINGS FOR EXTERIOR WALL FRAMING.6. FLOOR FINISH TRANSITIONS OCCUR AT THE CENTERLINE OF DOOR, TYP.7. SEE INTERIOR DETAILS FOR FLOOR FINISH TRANSITIONS.8. SEE A0.06 AND A0.07 FOR INTERIOR PARTITION TYPES.9. SEE A0.08 FOR FLOOR/CEILING ASSEMBLY TYPES.10. SEE A0.09 FOR EXTERIOR ASSEMBLY TYPES.11. SEE A7.01 AND A7.03 FOR ENLARGED STAIR PLANS.
FLOOR PLAN GENERAL NOTES
FLOOR PLAN SYMBOLS
WH WATER HYDRANT
FD FLOOR DRAIN, SEE PLUMBING DWGS
CR CARD READER
ARROW INDICATING MAKE-UP AIR INTAKE (U.N.O.), SEE 4/A8.07
HD HUB DRAIN, SEE PLUMBING DWGS
FD FLOOR SINK, SEE PLUMBING DWGS
FLOOR PLAN KEYNOTES
FIRE SMOKE DOOR SHALL MEET REQUIREMENTS FOR A SMOKE AND DRAFT CONTROL DOOR ASSEMBLY TESTED IN ACCORDANCE WITH UL 1784
FIRE ALARM ANNUNCIATOR PANEL
FIRE ALARM CONTROL PANEL
FIRE KNOX BOX
METAL GRATE BALCONY BY LOCATION, LEVELS 03-06. REFER TO STRUCTURAL DRAWINGS
ADD GYP LAYER FOR ALIGNMENT OF FINISH AS REQUIRED
TWO-WAY COMMUNICATION STATION
HCP DOOR OPERATOR
INTERCOM PANEL
WALL-MOUNTED CARD READER
GAS METERS
DAS CONDUIT IN 2 HR. SHAFT. ON LEVEL 2, XRAY PT-SLAB FOR DAS CONDUIT CORE THROUGH SLAB
EMERGENCY GENERATOR FUEL FILL
HALL MAKE-UP AIR
4" PVC RADON MITIGATION PIPE TO ROOF, SEE 11/A8.11 FOR BELOW GRADE TEE INSTALLATION
ELEVATOR CALL BUTTON
ELEVATOR FIREMAN OVERRIDE
PASSIVE AIR INLET VENT, VENT BEHIND RAIN SCREEN
PASSIVE AIR INLET VENT, VENT THROUGH EXTERIOR FINISH
PRC 509.1 CODE COMPLIANT SIGNAGE, EQUIPMENT ROOMS
PRC 504.3 CODE COMPLIANT SIGNAGE, STAIR ACCESS
PRC 1004.3 CODE COMPLIANT SIGNAGE, ASSEMBLY OCCUPANCY LOAD SIGN
DAS SYSTEM TRANSMITTER, IF REQUIRED BY FIRE MARSHALL
PER PFC 904, STAIR ENCLOSURE STANDPIPE HOSE CONNECTIONS & VALVE INSTALLATIONS TO BE PROVIDED ON THE FLOOR LANDINGS, NOT INTERMIDIATE STAIR LANDINGS. RISER LOCATION SHOWN FOR REFERENCE, SEE SPRINKLER DRAWINGS UNDER SEPERATE COVER
THESE (2) NORTH-SIDE WINDOWS ARE TO BE AFFFIXED PER APPEAL 18848, TO BE COMPLIANT WITH OSSC 705.8.6.2. PROVIDE NFPA 13 WATER CURTAIN PER ICC NER-516
THESE WINDOWS TO RECEIVE NFPA 13 WATER CURTAIN PER ICC NER-516 AS PART OF APPEAL 18848
PER PFC 307 AND PFC 308, THERE ARE TO BE NO FIRE PITS, FIRE TABLES, OR BBQ'S PRMITTED ON AMENITY TERRACE
CONNECT PLYWOOD/TRAFFIC COAT GUTTER TO CAST IRON RAIN DRAINS, PER RFI 216. 2 1/2" COMBINATION DRAIN.
2 1/2" RAINWATER LEADER IN MASONRY CAVITY
3" STORMWATER PIPE TO DAYLIGHT DRAIN TO STREET
DOWNSPOUT OVERFLOW NOZZLE THROUGH MASONRY WALL
PLUMBING MANIFOLD
HDU FOR AMENITY SPACE, WITH LAMINATE SHELF ABOVE FOR ROUTER AND WIRELESS MODEM ABOVE.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
2
23
24
25
26
27
28
29
30
53
31
32
32
147
Date:
Project #
Revisions:
tva architects inc.
920 sw sixth avenue | suite 1500portland, oregon 97204phone: 503 220 0668www.tvaarchitects.com
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A2.07
LEVEL 07FLOOR PLAN
01.16.20
TVA 16021
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LEVEL 07 - FLOOR PLANN
No. Date Description
1 10/19/2018 BID Clarif.
2 12/19/2018 FLS Review
7 3/12/2018 FLS 2 Review
9 2/8/2019 Fire Marshall 2
50 10.19.20 RFI 80
52 10.20.20 RFI 84
53 Date 53 RFI 86
54 10.28.20 RFI 80.1
58 11.06.20 RFI 92
59 11.08.20 ASI 04
72 1.11.21 RFI 86.1
112 4.26.21 RFI 172
114 4.26.21 RFI 192
120 4.29.21 RFI 134
121 4.29.21 RFI 195
128 5.19.21 RFI 189.1
132 Date 132 RFI 206
135 6.10.21 RFI 211
147 7.16.21 RFI 177.2