10
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 DISTRICT RIVER DISTRICT SUBDISTRICT Date: Project # Revisions: tva architects inc. 920 sw sixth avenue | suite 1500 portland, oregon 97204 phone: 503 220 0668 www.tvaarchitects.com 9/27/2021 2:42:11 PM \\Lark\Data\16021 - Pearl Apartments\1 - CAD\2 - Central Files\16021 Pearl Apartments.rvt A0.02 LIFE SAFETY & ZONING 01.16.20 TVA 16021 PEARL APARTMENTS Portland Oregon HUD CLOSING UP, S: 0% AT NORTH ELEVATION BETWEEN G.L. 4 AND 8 UP, S: 45% AT NORTH ELEVATION BETWEEN G.L. 1 AND 4 UP, S: 0% AT WEST ELEVATION BETWEEN G.L. B AND E UP, S: U.L. AT WEST ELEVATION BETWEEN G.L. A AND B EXTERIOR OPENING PROTECTION UP, S: UNLIMITED AT SOUTH AND EAST ELEVATIONS ROOF CONSTRUCTION AT EMERGENCY GENERATOR - 2 HR ROOF CONSTRUCTION 1 1/2 HR 1 HR TO COMPLY WITH 705.11 PARAPETS 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 BUILDING AREA SUMMARY LEVEL NUMBER OF APT. UNITS AREA (INCLUDING EXTERIOR AREA WITHIN THE HORIZONTAL PROJECTION OF A ROOF OR FLOOR ABOVE, PER 2014 OSSC CHAPER 2) BASEMENT NONE TYPE IA AND TYPE IIIB CONSTRUCTION SEPARATED BY 3-HOUR HORIZONTAL BUILDING SEPARATION AND CONSIDERED SEPARATE AND DISTINCT BUILDINGS PER OSSC 510.2 THROUGH APPEAL. TYPE IIIB CONSTRUCTION: BASE ALLOWABLE HEIGHT: 4 STORIES. 1-STORY INCREASE WITH NFPA 13 SPRINKLER SYSTEM. 5 STORIES PROVIDED. ALLOWABLE NUMBER OF STORIES TYPE 1A CONSTRUCTION: UNLIMITED. 2 STORIES PROVIDED. 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 WOOD STOREFRONT AND METAL-CLAD WOOD WINDOWS DESCRIPTION INSULATING, LOW-E GLASS ENERGY CODE ANALYSIS METHOD COMCheck ENERGY CODE REQUIREMENTS THE PROJECT HAS BEEN DESIGNED TO BE LEED GOLD RATED NOTE SEE FLS SHEETS FOR ADDITIONAL EGRESS INFORMATION PRE-FIRE PROTECTION PLAN CONTRACTOR TO PROVIDE ON-SITE AFTER-HOURS SECURITY (PHYSICAL PRESENCE) AND SECURED PERIMETER FENCING. THE ON-SITE AFTER-HOURS SECURITY (PHYSICAL PRESENCE) IS REQUIRED AT THE COMPLETION OF SECOND FLOOR FRAMING AND IS ALLOWED TO BE TERMINATED WHEN THE FIRE SPRINKLER 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 ACCESS HYDRANT AT SW CORNER OF INTERSECTION BETWEEN NW JOHNSON STREET AND NW 13TH AVENUE CURB MARKING N/A VERTICAL CLEARANCE NW JOHNSON STREET UNOBSTRUCTED WIDTH 26'-0" MINIMUM ALTERNATE CONDITIONS TO AERIAL FIRE APPARATUS ACCESS MAXIMUM NONE FIRE APPARATUS ACCESS ROADS DESCRIPTION REQUIREMENTS FIRE DEPARTMENT VEHICLE ACCESS PROVIDED NW JOHNSON STREET/ CURBSIDE FIRE DEPARTMENT ACCESS MINIMUM INLET SEPARATION FROM CONTAMINANT SOURCES 10 FEET HORIZONTAL AND MIN. 3 FEET BELOW CONTAMINANT 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/OUTLET SEPARATION (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 TO BE PROVIDED ON THE FLOOR LANDINGS, NOT THE INTERMEDIATE LANDINGS. HOSE CONNECTIONS TO BE ORIENTED TO ALLOW FOR EASE OF CONNECTING AND OPERATING FIRE HOSE. BUILDING REQUIRING STANDPIPES ARE REQUIRED TO HAVE AT LEAST ONE STANDPIPE THAT TERMINATES ON THE ROOF. UNLESS THERE ARE PORTIONS OF THE STRUCTURE OR ROOF MOUNTED EQUIPMENT FURTHER THAN 200 FEET FROM THE ONE REQUIRED ROOFTOP STANDPIPE, OTHER REQUIRED STANDPIPES MAY TERMINATE AT THE TOP STAIR LANDINGS. IN BUILDINGS WITH MORE THAN ONE STANDPIPE PROVIDED, THE STANDPIPES SHALL BE INTERCONNECTED IN ACCORDANCE WITH NFPA 14. IF PRESSURE REDUCING VALVES (PRV) ARE REQUIRED DUE TO PRESSURES IN THE SPRINKLER SYSTEM EXCEEDING 175 PSI, THE MINIMUM DRAIN SIZE 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 ALARM SYSTEMS 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 SYSTEM SPRINKLER SYSTEM DESCRIPTION TYPE PROVIDED AUTOMATIC SPRINKLER SYSTEM PROVIDED YES AUTOMATIC SPRINKLER SYSTEM REQUIREMENT FIRE DETECTION SUPPRESSION SIGNS TITLE 32 IN COMPLIANCE PARKING ACCESS RESTRICTED STREETS NW 13TH AVENUE NO PARKING PROVIDED GROUND FLOOR ACTIVE USES 33.510.225 REQUIRED ACTIVE RETAIL SPACES AT THE STREET LEVEL ALONG NW 13TH AVE AND NW JOHNSON ST GROUND FLOOR WINDOWS 33.510.220 REQUIRED SOUTH: X% LENGTH GLAZED, X% AREA GLAZED EAST: X% LENGTH GLAZED, X% AREA GLAZED 8-INCH SETBACKS @ NORTH & WEST REQUIRED BUILDING LINES 33.510.215 / TABLE 140-3 10'-0" MAXIMUM SETBACK; REQUIRED BUILDING LINES APPLY 0-FT SETBACKS @ SOUTH & EAST HEIGHT STANDARD MAP 510-3.1 MAXIMUM HEIGHT: 75-FT 73'-3" (TOP OF PARAPET) ROOF STRUCTURE: 5'-0" ABOVE PARAPET FLOOR AREA RATIO 33.510.200c / MAP 510-2.1 BASE FAR : 4:1 RESIDENTIAL BONUS FAR: 3:1 MAXIMUM FAR: 7:1 6.52 FAR LOT SIZE . 6,000 SF PRIMARY USES 33.510.116c HOUSEHOLD LIVING, RETAIL, SERVICE MIXED USE (RESIDENTIAL / RETAIL) DESCRIPTION REFERENCE REQUIRED PROVIDED EX - CENTRAL EMPLOYMENT ZONE CH 33.510 FUEL PORT RELOCATION PFC 5704.2.7.5.2 FILLING CONNECTION TO CLASS I/II/IIIA LIQUIDS SHALL BE LOCATED MORE THAN 5 FEET FROM A BUILDING OPENING PORT IS LOCATED ON GROUND FLOOR, <5' TO ALCOVE BUT 7' TO DOOR, SURROUNDED BY TYPE 1A CONSTRUCTION (2HR RATING) WITH 90MIN RATED DOOR, SPRINKLER HEAD WILL BE PROVIDED IN ALCOVE "THE ADMINSITRATIVE STAFF HAS REVIEWED YOUR APPEAL REGARDING THE LOCATION OF THE FILLING OF CLASS IIIA LIQUIDS AND THE APPEAL IS APPROVED AS PROPOSED." 18776 (APPROVED 01/17/19) 5 STORIES OF TYPE IIIB OVER 2 STORIES OF TYPE IA 509.2 OSSC FIVE STORIES OF TYPE IIIB CONSTRUCTION OVER A ONE STORY TYPE IA PODIUM A SECOND STORY OF TYPE IA HAS BEEN PROVIDED WITH AN ADDITIONAL 2-HR HORIZONTAL SEPARATION "INCREASE FROM 1 STORY TO 2 SOTIRES OF TYPE IA CONSTRUCTION BELOW THE 3 HOUR HORIZONTAL SEPARATION: GRANTED PROVIDED ALL PROVISIONS OF 2015 IBC SECTION 510.2 ARE MET AND OVERALL BUILDING HEIGH IS LIMITED TO THAT ALLOWED FOR PROPOSED IIIB CONSTRUCTION." 4287170 (APPROVED 12/26/18) VERTICAL EXPOSURE FOR BUILDINGS ON SEPERATE LOTS 705.8.6.2 OSSC ALL OPENINGS IN THE EXTERIOR WITHIN 15' OF ADJACENT BUILDING, ARE REQUIRED TO BE 3/4 HR RATED AN NFPA 13 HORIZONTAL SIDEWALL SPRINKLER "WATER CURTAIN" (PER ICC NER 516) AND FIXED WINDOWS ADJACENT TO 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 AT NON-FIRE RATED OPENINGS IN BUILDINGS WITH VERTICAL EXPOSURE ON SEPARATE LOTS: GRANTED PROVIDED WINDOWS ARE NON-OPERABLE AND SPRINKLERS ARE SPACED NOT MORE THAN 6 FEET APART AND PLACED A MINIMUM OF 6 INCHES AND A MAXIMUM OF 12 INCHES FROM THE OPENING(S) AND A MAXIMUM OF 12 INCHES BELOW THE CEILING. SPRINKLERS ARE TO BE INTALLED ON THE OCCPIED SIDE OF THE OPENINGS. A SEPARATE PERMIT FROM THE FIRE MARSHAL'S OFFICE IS REQUIRED. THE BOARD IS GRANTING STANDARD TYPE 13 SPRINKLER PROTECTION IN LIEU OF COMPLYING WITH ICC NER 516." 18848 APPEAL 2 (APPROVED 01/15/19) AERIAL FIRE TRUCK LADDER ACCESS 602.3, PFC 105.4, OSSC/6/#4 FIRE TREATED WOOD FRAMING PER THE CITY OF PORTLAND CODE GUIDE EXCEPTION FOR TYPE IIIB CONSTRUCTION MINERAL WOOL INSULATION PROVIDED IN LIEU OF FRT WOOD FRAMING "OMISSION OF AERIAL ACCESS IN TYPE IIIB CONSTRUCTION WITH ROOF ACCESS TO BE PROVIDED PER PRESCRIPTIVE REQUIREMENTS OF PORTLAND FIRE AND RESCUE GUIDE: GRANTED AS PROPOSED." NOTE THAT THE APPROVED APPEAL MEANS THAT THE OSSC/6/#4 CODE GUIDE IS NO LONGER IN EFFECT, THOUGH MOST OF THE PROVISIONS ARE STILL BEING USED. (SEE A1.00 FOR FULL DESCRIPTION OF CODE GUIDE MEASURES STILL BEING IMPLEMENTED.) 18848 APPEAL 1 (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 APPROVED TYPE II ADJUSTMENT: LU-17-104202 DZM AD MINIMUM NUMBER OF BICYCLE PARKING SPACES REQUIRED 33.266.210 TABLE 266-6 HOUSEHOLD LIVING: LONG-TERM: 1.5 PER UNIT SHORT TERM: (2 MIN) OR 1 PER 20 UNITS RETAIL SALES & SERVICE: LONG-TERM: 2, OR 1 PER 12,000 SF OF NET BUILDING AREA SHORT-TERM: 2, OR 1 PER 5,000 SF OF NET BUILDING AREA (MIN 89 LONG TERM AND 5 SHORT TERM) 89 LONG-TERM 5 SHORT-TERM MINIMUM NUMBER OF PARKING SPACES REQUIRED 33.510.265.E.2 NONE NONE DESCRIPTION REFERENCE REQUIRED PROVIDED PARKING AND LOADING CH 33.266 PLANTING OF TREES 11.50.060.C NW JOHNSON ST: 100 FT FRONTAGE, 4 TREES REQUIRED. NW 13TH AVE: 60 FT FRONTAGE, EXEMPT DUE TO EXISTING CONDITION OF R.O.W. 1 STREET TREE PROVIDED ON NW JOHNSON ST IN R.O.W. FURNISHING ZONE. EXISTING STREET TREE ON NW JOHNSON ST TO REMAIN. DESCRIPTION REFERENCE REQUIRED PROVIDED STREET TREES CH 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 IS TO BE LOCATED IN ELECTRICAL ROOM 703. (SEE A2.07) NOTE SEE FLS SHEETS FOR ADDITIONAL EGRESS INFORMATION ACCESS TRAVEL DISTANCE ALLOWABLE (TABLE 1016.2) 250' A VOICE AND ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH SECTION 907.5.2.2 WILL BE PROVIDED TO 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 WIDTH PER OCCUPANT (SECTION 1005.1) 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 OCCUPANTS EXITS REQ'D/PROVIDED EGRESS CALCULATION & REQUIREMENTS TENANT MECHANICAL HEATING AND COOLING. TEMPORARY CORE AND SHELL HEATING PROVIDED IN THIS PERMIT. 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 SEPARATE DEFERRED 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, EXITING REQUIREMENTS, AND SIGNAGE. AHJ NOTE: NO TENANT IDENTIFIED AT THE TIME OF THIS PERMIT SUBMISSION KNOWN ITEMS THAT ARE NOT INCLUDED AND ARE DEFERRED TO THE SEPARATE TENANT IMPROVEMENT 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 the Fire 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 BUILDING PERMIT DOCUMENTS, ARE FOR REFERENCE, BIDDING, AND TRADE WORK SCOPE COORDINATION, WITH THE FINAL 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, NATIONAL FIRE ALARM CODE, AND CONDITIONS STATED IN THE CITY OF PORTLAND BDS TYPE III CODE GUIDE, TO BE EQUIPT WITH SELECTIVE SMOKE DETECTION, OBTAINED FROM FIRE MASHALL'S OFFICE NFPA 13 SPRINKLER SYSTEM, OBTAINED FROM FIRE MASHALL'S OFFICE PLUMBING OCCUPANT LOAD SIGNS, OBTAINED FROM FIRE MASHALL'S OFFICE DIESEL FUEL TANK (GENERATOR) TO BE OBTAINED FROM FIRE MARSHAL OFFICE UNDERGROUND FIRE LINE, OBTAINED FROM FIRE MASHALL'S OFFICE FIRE DETECTOR AND ALARM SYSTEM, W/ VOICE ALARM COMMUNICATION, OBTAINED FROM FIRE MASHALL'S OFFICE EMERGENCY KEY CABINET, "KNOX BOX", OBTAINED FROM 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 INSPECTOR BEFORE INSTALLATION OF ANY FIRESTOPPING MATERIALS. EACH SUBCONTRACTOR WILL SUBMIT A LIST OF FIRESTOPPING MATERIALS AND ASSEMBLIES THAT WILL BE INSTALLED, THE TYPE OF PENETRATIONS WHERE EACH MATERIAL WILL BE USED, AND THE LISTING AND APPROVAL INFORMATION (I.E. UL, ICC, OR OTHER APPROVED REPORT OR LISTING NUMBERS). THIS INFORMATION MUST BE SUBMITTED TO AND APPROVED BY THE 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, ENLARGED UNIT 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

GOVERNING CODES

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Page 1: GOVERNING CODES

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

021 2

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LIFE SAFETY &ZONING

01.16.20

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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

Page 2: GOVERNING CODES

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

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LIFE SAFETYPLANS LEVELS

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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

Page 3: GOVERNING CODES

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

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LIFE SAFETYPLANS LEVELS

06-ROOF

01.16.20

TVA 16021

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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

Page 4: GOVERNING CODES

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

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:

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920 sw sixth avenue | suite 1500portland, oregon 97204phone: 503 220 0668www.tvaarchitects.com

9/2

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LEVEL 01FLOOR PLAN

01.16.20

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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

Page 5: GOVERNING CODES

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.

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2

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24

25

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30

53

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Date:

Project #

Revisions:

tva architects inc.

920 sw sixth avenue | suite 1500portland, oregon 97204phone: 503 220 0668www.tvaarchitects.com

9/2

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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

Page 6: GOVERNING CODES

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

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021 2

:43:0

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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

Page 7: GOVERNING CODES

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

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

:43:0

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ments

.rvt

A2.04

LEVEL 04FLOOR PLAN

01.16.20

TVA 16021

PE

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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

Page 8: GOVERNING CODES

DN

A4021

1

A

2 3 4 5 6 7 8

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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.

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920 sw sixth avenue | suite 1500portland, oregon 97204phone: 503 220 0668www.tvaarchitects.com

9/2

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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

Page 9: GOVERNING CODES

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

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7

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Revisions:

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920 sw sixth avenue | suite 1500portland, oregon 97204phone: 503 220 0668www.tvaarchitects.com

9/2

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A2.06

LEVEL 06FLOOR PLAN

01.16.20

TVA 16021

PE

AR

L A

PA

RT

ME

NT

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lan

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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

Page 10: GOVERNING CODES

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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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