Portland Boathouse & River Center by Bryan Ortiz

BUILDING OPERATING UNDER A-3 RESTRICTIONS:

TRAVEL DISTANCES BASED ON OCCUPANCY TYPES:

[A-3]

MAX ALLOWABLE COMMON PATH OF TRAVEL [WITH SPRINKLER SYSTEM]: 75' 0"

MAX ALLOWABLE TOTAL DISTANCE [WITH SPRINKLER SYSTEM] 250' 0"

[B]

MAX ALLOWABLE COMMON PATH OF TRAVEL [WITH SPRINKLER SYSTEM]: 100' 0"

MAX ALLOWABLE TOTAL DISTANCE [WITH SPRINKLER SYSTEM]: 300' 0"

[S-1]

MAX ALLOWABLE COMMON PATH OF TRAVEL [WITH SPRINKLER SYSTEM]: 100' 0"

MAX ALLOWABLE TOTAL DISTANCE [WITH SPRINKLER SYSTEM]: 250' 0"

Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development G001 General Project Information 6/5/2022 BMO Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center Site Address: 306 SE Ivon Street Portland Oregon, 97202 HOSFORD-ABERNETHY NEIGHBORHOOD Sheet List Sheet Number Sheet Name G000 Cover Page G001 General Project Information G011 Life Safety & Egress G051 Sustainable Practices G052 Sustainable Practices A001 Existing Site A002 Proposed Site Plan A101 Boat Storage A102 Main Level AC101 Reflected Ceiling Plan - Boat Storage AC102 Reflected Ceiling Plan - Main Level A201 Elevations - Cardinal A202 Elevations - Aligned A211 Composite Elevation & Section w/ Details A301 Building Sections A411 Enlarged Plans - Restroom/Locker Room S101 Framing Plan - Foundation Level S102 Framing Plan - Boat Storage S103 Framing Plan - Main Level S301 Building Section S501 Details M101 Mechanical Plans M301 Mechanical Sections Occupancy Classification Group Name Area Occupancy Classification Group Function of Space Occupant Load Factor Occupant Load Boat Storage FAM Restroom 195 SF (none) Boat Storage 14803 SF S-1 Warehouse 500 30 Storage 2 246 SF S-1 Accessory Storage/Mechanical Equipment 300 1 Boat Storage 15244 SF 31 Main Level Circulation 3413 SF (none) Gender Neutral Restrooms 655 SF (none) Gender Neutral Showers 1292 SF A-3 Locker Rooms 50 26 Quiet 61 SF A-3 Reading 50 2 FLEX 872 SF A-3 Classroom 50 18 Community Room 1595 SF A-3 Assembly Unconcentrated 15 107 AV Classroom 868 SF A-3 Classroom 50 18 Fitness Room 2692 SF A-3 Excercise 50 54 Courtyard 3248 SF A-3 Assembly Unconcentrated 15 217 Open Office 346 SF B Business Unconcentrated 150 3 Main Entrance 823 SF B Business Unconcentrated 150 6 Willamette River Keepers 1080 SF B Business Unconcentrated 150 8 Storage 262 SF S-1 Accessory Storage/Mechanical Equipment 300 1 Mechanical 657 SF U Accessory Storage/Mechanical Equipment 300 3 Electrical 254 SF U Accessory Storage/Mechanical Equipment 300 1 Trash 150 SF U Accessory Storage/Mechanical Equipment 300 1 Main Level 18267 SF 465 Rooftop Track Running Track 11647 SF A-3 Excercise 50 233 Rooftop Track 11647 SF 233 Grand total 45158 SF 729

BUILDING OPERATING UNDER A-3 RESTRICTIONS:

TRAVEL DISTANCES BASED ON OCCUPANCY TYPES:

[A-3]

MAX ALLOWABLE COMMON PATH OF TRAVEL [WITH SPRINKLER SYSTEM]: 75' 0"

MAX ALLOWABLE TOTAL DISTANCE [WITH SPRINKLER SYSTEM] : 250' 0"

[B]

MAX ALLOWABLE COMMON PATH OF TRAVEL [WITH SPRINKLER SYSTEM]: 100' 0"

MAX ALLOWABLE TOTAL DISTANCE [WITH SPRINKLER SYSTEM]: 300' 0"

[S-1]

MAX ALLOWABLE COMMON PATH OF TRAVEL [WITH SPRINKLER SYSTEM]: 100' 0"

MAX ALLOWABLE TOTAL DISTANCE [WITH SPRINKLER SYSTEM]: 250' 0"

14803 SF Boat Storage 30 OCC 246 SF Storage 2 OCC 225' 8" Building Total Diagonal Distance 141' 0" [Total Distance between exits is greater than 1/3 of Total Distance of Building Diagonal] CP: 70' 0" TD: 158' 0" CP: 70' 5" TD: 142' 4" NUMBER OF EXITS MEETS REQUIREMENTS FOR OCCUPANCIES BETWEEN 0-500. TOTAL EXIT WIDTH MEETS REQUIREMENT FOR OCCUPPANCY LOAD Exit Doors Exceed Min 32 in. Requirement 1292 SF Gender Neutral Showers 26 OCC 657 SF Mechanical 3 OCC 346 SF Open Office 3 OCC 262 SF Storage OCC 61 SF QuietQuiet 2 OCC 872 SF FLEXFLEX 18 OCC 823 SF Main Entrance 6 OCC 1595 SF Community Room 107 OCC 868 SF AV Classroom 18 OCC 254 SF ElectricalElectrical 1 OCC 150 SF TrashTrash OCC 1080 SF Willamette River Keepers 8 OCC 2692 SF Fitness Room 54 OCC 3413 SF Circulation 3248 SF CourtyardCourtyard 217 OCC CP: 53' 6" TD: 228' 5" CP: 70' 3" TD: 208' 5" CP: 53' 5" TD: 112' 2" 104'89/16" [TotalDistancebetweenexitsisgreaterthan 1/3ofTotalDistanceofBuildingDiagonal] 47'73/16" 6' - 0" 6'0" 6'0" NUMBER OF EXITS MEETS REQUIREMENTS FOR OCCUPANCIES BETWEEN 0-500. TOTAL EXIT WIDTH MEETS REQUIREMENT FOR OCCUPPANCY LOAD [TotalDistancebetweenexitsisgreaterthan 1/3ofTotalDistanceofCourtyard] 202' 0 1/2" Building Total Diagonal Distance 119' 6 5/32" Courtyard Total Diagonal Distance 91' 6 1/8" Fitness Room Total Diagonal Distance 33' 0 27/32" [Total Distance between exits is greater than 1/3 of Total Distance of Fitness Room] Exit Doors Exceed Min 32 in. Requirement 11647 SF Running Track 233 OCC 14803 SF Boat Storage 246 SF Storage 2 CLASSIFICATION GROUPS S-1 195 SF FAM Restroom 1292 SF Gender Neutral Showers 657 SF Mechanical 346 SF Open Office 262 SF Storage 1 61 SF Quiet 872 SF FLEX 823 SF Main Entrance 1595 SF Community Room 868 SF AV Classroom 254 SF Electrical 150 SF Trash 1080 SF Willamette River Keepers 2692 SF Fitness Room 3413 SF Circulation CLASSIFICATION GROUPS A-3 B S-1 U 3248 SF Courtyard 655 SF Gender Neutral Restrooms Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development As indicated G011 Life Safety & Egress 6/5/2022 BMO Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center 1/16" = 1'-0" 1 EGRESS BOAT STORAGE 1/16" = 1'-0" 2 EGRESS MAIN LEVEL 1/16" = 1'-0" 3 EGRESS ROOFTOP TRACK Occupancy Classification Group Name Area Occupancy Classification Group Function of Space Occupant Load Factor Occupant Load Boat Storage FAM Restroom 195 SF (none) Boat Storage 14803 SF S-1 Warehouse 500 30 Storage 2 246 SF S-1 Accessory Storage/Mechanical Equipment 300 Boat Storage 15244 SF 31 Main Level Circulation 3413 SF (none) Gender Neutral Restrooms 655 SF (none) Gender Neutral Showers 1292 SF A-3 Locker Rooms 50 26 Quiet 61 SF A-3 Reading 50 2 FLEX 872 SF A-3 Classroom 50 18 Community Room 1595 SF A-3 Assembly Unconcentrated 15 107 AV Classroom 868 SF A-3 Classroom 50 18 Fitness Room 2692 SF A-3 Excercise 50 54 Courtyard 3248 SF A-3 Assembly Unconcentrated 15 217 Open Office 346 SF B Business Unconcentrated 150 3 Main Entrance 823 SF B Business Unconcentrated 150 6 Willamette River Keepers 1080 SF B Business Unconcentrated 150 8 Storage 262 SF S-1 Accessory Storage/Mechanical Equipment 300 Mechanical 657 SF U Accessory Storage/Mechanical Equipment 300 3 Electrical 254 SF U Accessory Storage/Mechanical Equipment 300 Trash 150 SF U Accessory Storage/Mechanical Equipment 300 Main Level 18267 SF 465 Rooftop Track Running Track 11647 SF A-3 Excercise 50 233 Rooftop Track 11647 SF 233 Grand total 45158 SF 729 1" = 20'-0" 4 OCCUPANCY CLASSIFICATION GROUP BOAT STORAGE 1" = 20'-0" 5 OCCUPANCY CLASSIFICATION PLAN MAIN LEVEL

8:57 PM June 21 12:00 PM W S E N 5:24 PM December 21 8:53 AM 12:00 PM W S E N 7:05 PM September 22 7:02 AM 12:00 PM W S E N 7:11 PM March 15 7:28 AM 1:00 PM W S E N Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development G051 Sustainable Practices 6/5/2022 BMO Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center 2 Sun Study - Summer Solstice at Noon 4 Sun Study - Winter Solstice at Noon 3 Sun Study Fall Equinox at Noon 1 Sun Study Spring Equinox at Noon

Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development G052 Sustainable Practices 6/5/2022 BMO Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center Wind Roses Sun Shading [Winter to Spring] Sun Shading [Summer to Fall] Spring Equinox Summer Solstice Fall Equinox Winter Solstice Left Figures show the highest Sun Shading Requirements on the site happen between June and September, generally in the afternoon from 1:00pm to 4:00pm Left Chart provides a year round overall scope of the climate conditions on the site, with specific focus on the Spring Equinox, the Summer Solstice, the Fall Equinox, and the Winter Solstice. Above Wind Roses show prevailing winds across each of the four seasons. Overall, the prevailing winds across all four seasons are predominantly Southern with each season offering different crosswind orientation. This can boost ventilation in the building from South to North. The building's unique shape also allow for ventilation from any direction to benefit the majority of the spaces. Right Chart provides the temperature range of the site throughout given year. On average, the average temperature in the summer months does not exceed the Comfort Zone, while in the winter months the comfort zone is crossed frequently. Window treatements, and proper insulation can help the temperature within the building stay well within the comfort range. Right Chart demonstrates the average amount of sky cover on the site on a given day. On average, Portland is a relatively cloudy city, with the annual average cloud cover at 65%. River aside, glare is likely not a major factor on the site. Right Average ground temperature in Portland demonstrate possibility for geothermal energy to provide heating to radiant flooring as well as auxillary water heat support to primary system. Right Illumination range in Portland shows potential brightness throughout the year. Ample openings in the winter months to let light in and louvers/blinds in the summer months to limit light input can be useful.

Ivon Street

River ExistingDock[TobeRemoved] Dock Near Site [To Remain] Existing Vegetation [To be Removed] Existing Vegetation [To be Removed] Existing Vegetation [To be Removed] 100yr Flood Line Abandoned Gravel and Concrete Factory Abandoned Gravel and Concrete Factory Existing Building Existing Building Existing Building Springwater Corridor Watershed Slope Down WatershedSlope Down WatershedSlope Down Existing Structures Site Entrance Water Main Fire Hydrant Sewer Line Water Main Electrical Pole Manhole Easement 2' 10' 20' 30' 34' 38' 40' 40' 42' 44' 46' PL Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development 1/16" = 1'-0" A001 Existing Site 6/5/2022 BMO Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center 1/16" = 1'-0" 1 Existing Site 0 16 64 32

Willamette

26' 0" 42' - 0" 26' 0" 10' - 0" 1:24 Ivon Street Willamette River Dock Near Site [To Remain; Shifted West] Abandoned Gravel and Concrete Factory Abandoned Gravel and Concrete Factory Existing Building Existing Building Existing Building Springwater Corridor Existing Structures Site Entrance Water Main Fire Hydrant Sewer Line Water Main Electrical Pole Manhole Easement 10' x 30' Trailer Parking 28' 30' 32' 34' 36' 38' 38' Central Courtyard Green Roof Concrete Ring Skylight Ring [No Slope] 1:36 1:14 1:14 1:14 1:14 [No Slope] 1:19 1:21 WaterLine SewerLine Trees to be Added Trees to be Added Trees to be Added Trees to be Added Trees to be Added UpperSpringwaterCorridor LowerSpringwater Corridor 0' 16' 18' 20' 22' 24' 26' 28' 38' Land Purchase from Neighboring Property 50'-0" SetbackperZoningCode[Overruled duetospecialusecase] Running Track Drainage follows Ramp Slope Drainage Zone Drainage Zone PL R 50' 0" Fire Truck Turnaround ADA Space 9' x 18' Regular Space 9' x 18" ADA Access Aisle 8' x 18' 41' 6" ElectricityLine[Underground] Canvas Sunshades Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development 1/16" = 1'-0" A002 Proposed Site Plan 6/5/2022 BMO Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center 1/16" = 1'-0" 1 Proposed Site 0 16 64 32

A201 A201 A201 A201 4 2 1 A301 2 A301 2 M301 3 2 4 5 1 6 161 SF FAM WC 217 SF Elevator Room & StorageStorage 3314 SF Boat Workshop & Tool StorageStorage 4497 SF Rose City Rowing 1201 SF WasabiWasabi 1201 SF Willamette River KeepersKeepers 1030 SF Circulation 2 2997 SF Station L A B C D E F G 1 S301 M301 A202 A202 1 A211 1 2 A211 47' 3 1/16" 50' - 0" 50' 0" 50' - 0" 48' - 0 7/8" 18'4 1/8" 9'0 9/16" 27'0 1/2" 27'1 5/16" 9'1 15/16" 18'0 15/16" 6'0" 14' 0" 14' 0" 14' 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 6'0" 6'0" 6'-0" 6'-0" 6'-0" 6'-0" 3' - 0" 3'-0" 2'6" 7'-111/2" 5'-0" 65' - 1" 40' - 8 3/4" 17' - 6 7/8" 19' 5 5/8" 1:22 1:14 1:14 1:14 Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development 1/8" = 1'-0" A101 Boat Storage 6/5/2022 BMO Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center 1/8" = 1'-0" 1 Boat Storage 4 24

DN A201 A201 A201 A201 1 4 2 1 A301 2 A301 M301 3 2 4 5 1 6 300 SF Gender Neutral RestroomsRestrooms 589 SF Mechanical 298 SF Coach Open Office 237 SF Storage 51 SF QuietQuiet 794 SF FLEXFLEX 946 SF Main Entrance 1475 SF Community Center 796 SF AV Classroom 219 SF ElectricalElectrical 123 SF TrashTrash 999 SF Willamette River KeepersKeepers 2495 SF Fitness Center 508 SF Gender Neutral ShowersShowers 3184 SF CourtyardCourtyard 3189 SF Circulation 1 A B C D E F G 1 S301 1 M301 A202 A202 A211 1 A211 A411 1 47' - 3 1/16" 50' 0" 50' - 0" 50' - 0" 48' - 0 7/8" 18'4 1/8" 9'0 9/16" 27'0 1/2" 27'1 5/16" 9'15/16" 18'0 15/16" 3' 0" 3' - 0" 3' - 0" 3' - 0" 6'-0" 3'-0"3'-0"3'-0"3'-0" 3'0" 3'0"3'0" 2'-6" 8'-0" 6'0" 6'0" 6'0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6' - 0" 6' - 0" 6' - 0" 3'-0"3'-0"3'-0"3'-0" 3' - 0" 3' - 0" 3' - 0" 6' - 0" 6'-0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' 0" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' 0" 6' - 0" 6' - 0" 9' 0" 2'0" 6' - 0" 6' - 0" 6' - 0" 3' - 0" 3' - 0" 6' - 0" 3' - 0" 3' -0" 3'-0"3'-0" 6'0" 6'0" 6'0" 6'-0" 3'-0"3'-0"3'-0" 3'0" 3'0" 3'0" 3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0" 6'0" 6'-0" 6'-0" 6'-0" 3' - 0" 6' - 0" 6' - 0" Glass Block Paver Skylights 25' - 4 3/4" 4' - 6" 3'0" 3'0" 3'0" 2'0" 2'0" 3' - 0" 40' - 6 1/4" 19' - 3 5/8" 12'-81/2" 26'-81/8" 13' - 4 5/8" 1' - 11 15/16" 8' - 9 13/16" 8' - 0 7/8" 30'-41/4" 12' - 1" 9'-315/16" 37'-19/16" 19' - 0 5/8" 4' 6" 19' - 6 1/2" 5' - 8" 4' - 4 1/4" 19' - 8" 21'-23/16" 14'-35/8" 1:27 [No Slope] 1:29 1:23 1:18 1:23 26'1 7/16" 21'4" 16'11 1/4" 24'3 3/4" Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development 1/8" = 1'-0" A102 Main Level 6/5/2022 BMO Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center 1/8" = 1'-0" 1 Main Level 4 24

A201 A201 A201 A201 4 2 3 2 4 5 1 6 A B C D E F G A202 A202 A211 Exposed Ceiling System [Concrete Joists & Bands with Exposed aggregate concrete underside] 9' - 5 1/8" 0'3" 18' - 6 7/16" 0'3" 7' - 5 3/16" 0'3" 12' - 0 1/2" 0'3" 9' - 8 7/16" 0'3" 2' - 4" 0'3" 12'3" 12'3" 12'3" 12'3" 12'3" 9'9" 9'9" 12'3" 12'3" 12'3" 1' - 11 9/16" 0'10 1/2" Diffused LED Track Lighting [Placed in between Joists, flush with Slab Depth] Concrete Joist Supports 6" Concrete Joists 4' Concrete Bands Exposed Aggregate Finish Ceiling Follows Ramp Slope Joists: 14' 4" Ceiling Height Bands: 14' 4" Ceiling Height Slab: 15' 6" Ceiling Height 3" Wide LED Circle Fixture [Wraps around Elevator] 8' Diameter Hydraulic Circular Elevator 7'-1115/16" Cast-in-place Concrete Circular Stairs Chainlink Fence Boat Storage Dividers 10' Diameter Ceiling Fans 11' 9" 11' - 9" 13' - 3" 13' 3" 11' - 9 1/8" 11' - 9 1/8" 9' - 10 1/4" 9' - 10 1/4" 13' 2 13/16" 13' - 2 13/16" 11' - 7 3/8" 11' - 7 3/8" 13' 1" 13' - 1" Wet-Pipe Fire Sprinkler System Glass Block Skylights 8' Radius Sprinkler Heads W/Typical coverage Area 47' - 1/16" 50' 0" 50' - 0" 50' - 0" 48' - 0 7/8" 18'4 1/8" 9'0 9/16" 27'0 1/2" 27'5/16" 9'15/16" 18'0 15/16" Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development 1/8" = 1'-0" AC101 Reflected Ceiling PlanBoat Storage 6/5/2022 BMO Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center 1/8" = 1'-0" 1 RCP Boat Storage

A201 3 A201 A201 A201 3 2 4 5 1 6 A B C D E F G A202 2 A202 1 A211 16'0" Greenroof Underside: 14' 6" ceiling height Main Ceiling: 14' 10" ceiling height 25'0" 2' - 0" 2' Circular Hanging Light Fixtures DOAS Supply DOAS Return 4" White Gloss Tiles Exposed Boardform Concrete Ceiling Slab Two 6" wide Diffused LED Strip Lights Loop around Hallway 10'0" 5'-0" 10'x5' Oval Radiant Ceiling Panels with 3" wide diffused LED strip lights wrapped around panels [Panels are placed randomly in room for visual effect] 8'-6" Hydraulic Circular Glass Elevator with 3" wide diffused LED Strip Lights wrapped around perimeter. Floor to Ceiling Glass Curtain Wall foot, Blade Ceiling Fans Wet Pipe Fire Sprinkler System 8' Radius Sprinkler Heads W/Typical coverage Area 47' - 3 1/16" 50' - 0" 50' - 0" 50' 0" 48' 0 7/8" 18'4 1/8" 9'0 9/16" 27'0 1/2" 27'1 5/16" 9'1 15/16" 18'0 15/16" Canvas Sun shades Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development 1/8" = 1'-0" AC102 Reflected Ceiling PlanMain Level 6/5/2022 Author Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center 1/8" = 1'-0" 1 RCP Main Level

Willamette 0' 0" Boat Storage 10' 0" Main Level 26' 0" Rooftop Track 42' 0" Lower Path 16' 0" Willamette 0' 0" Boat Storage 10' 0" Main Level 26' 0" Rooftop Track 42' 0" Lower Path 16' 0" Willamette 0' 0" Boat Storage 10' 0" Main Level 26' 0" Rooftop Track 42' 0" Lower Path 16' 0" Willamette 0' 0" Boat Storage 10' 0" Main Level 26' 0" Rooftop Track 42' 0" Lower Path 16' 0" Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development 1/8" = 1'-0" A201 ElevationsCardinal 6/5/2022 BMO Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center 1/8" = 1'-0" 1 North 1/8" = 1'-0" 2 South 1/8" = 1'-0" 3 East 1/8" = 1'-0" 4 West 4 24 4 24 4 24 4 24 Trombe Wall System Hidden from Elevations for clarity.

Willamette 0' 0" Boat Storage 10' 0" Main Level 26' 0" Rooftop Track 42' 0" 3 2 4 5 1 6 Trombe Wall Panel Width Determined by Position Relative to Curve: When the panel is closer to the end points, the panels become thinner. When the panel is closer to the center, the panels become wider. 4" 1" x 6' Board-Form, Cast-in-place concrete walls 50' - 0" 10'0" 16'0" 16'0" 50' 0" 50' - 0" Aluminum Railing, 1/2" Flat Bars, 1'x3' Spacing Trombe Wall System only on Main Level 2' 11" - 6" Trombe Wall System supported by horizontal brushed aluminum bracing anchored to concrete wall; Glass to Glass vertical joint is silicone based. 47' - 3 1/16" 48' - 0 7/8" Willamette 0' 0" Boat Storage 10' 0" Main Level 26' 0" Rooftop Track 42' 0" 3 2 4 5 1 6 Trombe Wall Panel Width Determined by Position Relative to Curve: When the panel is closer to the end points, the panels become thinner. When the panel is closer to the center, the panels become wider. 4" 1" 6' Board-Form, Cast-in-place concrete walls Aluminum Railing, 1/2" Flat Bars, 1'x3' Spacing Trombe Wall System only on Main Level Trombe Wall System supported by horizontal brushed aluminum bracing anchored to concrete wall; Glass to Glass vertical joint is silicone based. 2' - 1" 2' - 10" Standardized Fixed Window System All windows are 6' wide. Height is determined by the intended use of each space and range from 2' tall to 10' tall Black Aluminum Frame Glazed Double Doors Black Aluminum Frame on Windows and Doors Retaining Walls: 2'x4' boardform concrete 14'x14' Black Aluminum Roll-up Doors 14' 10' Black Aluminum Roll-up Door 47' - 3 1/16" 50' 0" 50' - 0" 50' - 0" 48' - 0 7/8" 16'0" 16'0" 10'0" Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development 1/8" = 1'-0" A202 ElevationsAligned 6/5/2022 BMO Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center 1/8" = 1'-0" 1 Elevation_Aligned East Ellipse 1/8" = 1'-0" 2 Elevation_Aligned West Ellipse

Willamette 0' 0" Boat Storage 10' 0" Main Level 26' 0" Rooftop Track 42' 0" Lower Path 16' 0" 2'0" 2'0" 8'0" Trombe Wall Panel Width Determined by Position Relative to Curve: When the panel is closer to the end points, the panels become thinner. When the panel is closer to the center, the panels become wider. 4" x 1" x 6' Board-Form, Cast-in-place concrete walls Aluminum Railing, 1/2" Flat Bars, 1'x3' Spacing Trombe Wall System only on Main Level Trombe Wall System supported by horizontal brushed aluminum bracing anchored to concrete wall; Glass to Glass vertical joint is silicone based. Standardized Fixed Window System All windows are 6' wide. Height is determined by the intended use of each space and range from 2' tall to 10' tall Black Aluminum Frame Glazed Double Doors Black Aluminum Frame on Windows and Doors 6' - 0" - 3" 6' - 0 3/8" 7'0" 2 A211 Sim 3' - 2 1/8" 13'0" 1'0" Operable Windows Trombe Wall Vents for Air Circulation Main Level 26' - 0" Rooftop Track 42' - 0" 8'0" 2'0" A211 A211 0' - 1" 1'0" 0'1" 0' - 2 1/16" 1'11" Thick Trombe Wall System with 6" Air Gap Black Aluminum Frame Double door with Glazing 72" x 84" 8" Cast-In-Place Boardform concrete wall @ 8,000psi Brushed Aluminum Frame holds glass on both top and bottom, and transfers load onto concrete wall. Frames are strategically embedded into concrete wall during the initial pouring process Brushed Aluminum Frame holds glass on both top and bottom, and transfers load onto concrete wall. Frames are strategically embedded into concrete wall durting the initial pouring process. Glass fits into aluminum frame embedded into the roof concrete 0' - 6 1/2" 8" Cast-In Place Boardform Concrete Wall @ 8,000psi 1" Thick Trombe Wall System with 6" Air Gap Glass to Glass Vertical Joint orientation of trombe wall is silicone based Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development As indicated A211 Composite Elevation & Section w/ Details 6/5/2022 BMO Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center 1/4" = 1'-0" 1 Elevation_Aligned Main Entrance 1/4" = 1'-0" 2 Section_Main Entrance 1 1/2" = 1'-0" 3 Detail View Trombe Wall to Floor 1 1/2" = 1'-0" 4 Detail View - Trombe Wall to Roof R Values [per sqft] Trombe Wall Concrete [120lb]: 0.13 per inch x 8" = 1.04 Air [1/2" - 4"] = 1 Glass Pane: 1/2" = 1.82 R Value per sqft: 3.86 Concrete Wall Concrete [120lb]: 0.13 per inch x 8" = 1.04 R Value per sqft: 1.04 Interior Oval Glass Pane: 1/2" = 1.82 Air: 1/2" = 1 Glass Pane: 1" = 3.64 Air: 1/2" = 1 Glass Pane: 1/2" = 1.82 R Value per sqft: 9.28 Roof Dense Rubber

Rigid Insulation

24 Concrete [120lb]:

per inch

R Value per sqft:

Flooring: 1.3 per inch x 2" = 2.6

[Closed Foam Rigid Polyurethane: 6 per inch x 4" =

0.13

x 14" = 1.82

28.42

Willamette 0' 0" Boat Storage 10' 0" Main Level 26' 0" Rooftop Track 42' 0" A301 Lower Path 16' 0" A B C D E F G 18' - 4 1/8" 9' 0 9/16" 27' 0 1/2" 27' 5/16" 9' - 15/16" 18' - 0 15/16" Willamette 0' 0" Boat Storage 10' 0" Main Level 26' 0" Rooftop Track 42' 0" 1 A301 Lower Path 16' 0" 3 2 4 5 1 6 1 M301 47' - 3 1/16" 50' 0" 50' - 0" 50' - 0" 48' - 0 7/8" Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development 1/8" = 1'-0" A301 Building Sections 6/5/2022 BMO Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center 1/8" = 1'-0" 1 Section A 1/8" = 1'-0" 2 Section B 4 24 4 24

SingleUseNon-ADAChangingRooms

3 A B C 4'-0 15/16" 7'-1113/16"

4'-0 15/16" 7'-61/4" 8'-41/8" 7'-109/16" 3'0" 4' - 0" 4'-11 1/2" 7'-43/4" 6'-119/16" 5'-109/16" 1'6" 8' - 5 3/16" 4'7 9/16" Single Use Non-ADA Shower Rooms 8' - 0 1/16" 3'0" 0'6" 7' - 10 3/4" 4'2 3/16" 7' - 5 13/16" 7' - 4 5/16" 4'3 5/16" 6' - 11 1/8" 6' - 9 5/8" 5'5 1/2" 6' - 3 3/16" 4' - 0" Single Use ADA Shower Room 9'5 1/4" R2'-91/2" 5' - 3 5/8" 2'1 1/16" 3' - 2" 3'9 1/2" 3'0" 7' - 5 13/16" 7' - 4 3/8" 4'7 11/16" 6' - 11 1/8" 6' - 9 1/2" 5'5" 6' - 3 9/16" 30'2" 4' - 0 1/16" 4' - 0 1/16" 8' 5" 10'5 1/2" 8' - 5" 2' - 0" 8' - 5" 4'7 1/2" R2'-91/2" Single Use ADA Changing Room 8' - 5" 5'0" 7'8" 7'10 1/2" 6'0" 13'-6 5/16" Single Use Non-ADA Changing Rooms 2'0" 0'6 1/16" 3' - 2 13/16" 0' - 6" 3' 5 7/16" 12' 11 3/16" 19" x 19" Round Sinks R2'-91/2" R2'-91/2" 4' 8 5/8" 3'0" 4' - 8 5/8" 3'0" 2'0" 3' - 0" 3' - 0" 2'0" 2' 6" 3'6" 3' - 0" R2'-91/2" R2'-91/2" 4' - 2 5/16" 3' - 0" R2'-91/2" Single Use ADA Restroom Single Use Non-ADA Restroom 18" Circular Column Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development 1/2" = 1'-0" A411 Enlarged PlansRestroom/Locker Room 6/5/2022 BMO Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center 1/2" = 1'-0" 1 Enlarged Restroom Plan Seating Bench Seating Bench

3 2 4 5 1 6 A B C D E F G S301 18'0 15/16" 9'1 1/2" 27'1 3/4" 27'0 1/2" 9'0 9/16" 18'4 1/8" Soil Infill 8" Reinforced Concrete Retaining Wall @ 8,000psi Concrete Strength with 24" Footings 18" Reinforced Concrete Columns @ 8,000psi concrete strength Rigid Column to Wall to slab connections of concrete frame resist lateral loads 8" Reinforced Boardwork Concrete Exterior Walls @ 8,000psi Concrete Strength provide additional support to columns and resist lateral loads Shear Wall Opportunity Zone: 48" Reinforced Concrete Footing 24" Reinforced Concrete Strap Beams 4' - 0" Slab on Grade 47' 3 1/16" 50' - 0" 50' 0" 50' - 0" 48' - 0 7/8" Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development 1/8" = 1'-0" S101 Framing PlanFoundation Level 6/5/2022 Author Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center 1/8" = 1'-0" 1 FRAMING PLAN Foundation Plan 0 8 24

3 2 4 5 1 6 A B C D E F G 18'0 15/16" 9'1 1/2" 27'3/4" 27'0 1/2" 9'0 9/16" 18'4 1/8" Soil Infill 8" Reinforced Concrete Retaining Wall @ 8,000psi Concrete Strength 18" Reinforced Concrete Columns @ 8,000psi concrete strength 9"Sitecast Concrete Two-WayFlatSlab [Postensioned] 9" Sitecast Concrete Two-Way Flat Slab [Postensioned] 9" Sitecast Concrete Two-Way Flat Slab [Postensioned] 4' - 0" Rigid Column to Wall to slab connections of concrete frame resist lateral walls 8" Reinforced Boardwork Concrete Exterior Walls @ 8,000psi Concrete Strength provide additional support to columns and resist lateral loads Tributary Load: 1,353 sqft x stories 2706 sqft Total Tributary Area 22' - 6" 2'0" 20" Sitecast Concrete One-Way Joist Slab with Joist Bands [Post-Tensioned] Shear Wall Opportunity Zone: 47' - 3 1/16" 50' - 0" 50' - 0" 50' 0" 48' - 0 7/8" Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development 1/8" = 1'-0" S102

PlanBoat Storage 6/5/2022 BMO Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center 1/8" = 1'-0" 1 FRAMING PLAN - Boat Storage 0 8 24 Building Live Loads Uniform Level Area Name Function of Space Live Load Factor - Uniform Total Live Load Not Placed 0 Boat Storage Boat Storage 195 SF FAM Restroom (none) 100 19486 Boat Storage 246 SF Storage 2 Accessory Storage/Mechanical Equipment 100 24596 Building Live Loads Uniform Level Area Name Function of Space Live Load Factor - Uniform Total Live Load Boat Storage 14803 SF Boat Storage Warehouse 200 2960600 Boat Storage 3004682 Main Level Main Level 3413 SF Circulation (none) 100 341269 Main Level 655 SF Gender Neutral Restrooms (none) 100 65528 Main Level 657 SF Mechanical Accessory Storage/Mechanical Equipment 100 65658 Main Level 262 SF Storage Accessory Storage/Mechanical Equipment 100 26158 Main Level 254 SF Electrical Accessory Storage/Mechanical Equipment 100 25358 Main Level 150 SF Trash Accessory Storage/Mechanical Equipment 100 15019 Main Level 1595 SF Community Room Assembly - Unconcentrated 100 159538 Main Level 3248 SF Courtyard Assembly - Unconcentrated 100 324786 Main Level 346 SF Open Office Business - Unconcentrated 50 17298 Main Level 823 SF Main Entrance Business - Unconcentrated 50 41152 Main Level 1080 SF Willamette River Keepers Business - Unconcentrated 50 54012 Main Level 872 SF FLEX Classroom 40 34881 Main Level 868 SF AV Classroom Classroom 40 34702 Main Level 2692 SF Fitness Room Excercise 100 269214 Building Live Loads Uniform Level Area Name Function of Space Live Load Factor - Uniform Total Live Load Main Level 1292 SF Gender Neutral Showers Locker Rooms 100 129239 Main Level 61 SF Quiet Reading 60 3631 Main Level 1607443 Rooftop Track Rooftop Track 11647 SF Running Track Excercise 100 1164729 Rooftop Track 1164729 Grand total 5776854 DEAD LOAD CHART MATERIALS & BUILDING COMPONENTS UNIT WEIGHT [PSF] REINFORCED CONCRETE 24 FLOORS - REINFORCED CONCRETE SLAB 13 PER INCH OF THICKNESS FOUNDATIONS - 8" X 24" CONCRETE FOOTING 193 GLASS - PER HALF-INCH THICKNESS 2 BUILDING LOADS SUMMARY RISK CATEGORY III GROUND SNOW LOAD ADJUSTMENT LOADS: INTERIOR& WILLAMETTE VALLEYS: 0.04 PSF PER FOOT OF ELEVATION GAIN LATITUDE:LATITUDE: 45.5035979 LONGITUDE: -122.662986 LOAD:LOAD: 1.68 PSF MODELED ELEVATION: 45FT WIND LOAD: MULTNOMAH COUNTY - WIND SPEED 105C MPH

Framing

DN 3 2 4 5 1 6 A B C D E F G 18" Reinforced Concrete Columns @ 8,000psi concrete strength 6" Reinforced Concrete Columns @ 8,000psi concrete strength 18'0 15/16" 9'1 1/2" 27'1 3/4" 27'0 1/2" 17'10 5/16" 14" Sitecast Concrete Two-Way Flat Slab [Postensioned] 8" Reinforced Boardwork Concrete Exterior Walls @ 8,000psi Concrete Strength provide additional support to columns and resist lateral loads Rigid Column to Wall to slab connections of concrete frame resist lateral walls Open to Above Shear Wall Opportunity Zone: 47' 3 1/16" 50' - 0" 50' 0" 50' - 0" 48' - 0 7/8" 9'0 9/16" Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development 1/8" = 1'-0" S103 Framing PlanMain Level 6/5/2022 BMO Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center 1/8" = 1'-0" 2 FRAMING PLAN - Main Level 0 8 24

Willamette 0' 0" Boat Storage 10' 0" Main Level 26' 0" Rooftop Track 42' 0" A B C D E F G 0'6" 1'2" 1' 6" Moment/Rigid Connection 1'6" 5' - 5 11/16" 14'4" 14'10" S501 Sim S501 2 Sim S501 3 Sim 18' - 4 1/8" 9' - 0 9/16" 27' 0 1/2" 27' - 5/16" 9' - 15/16" 18' - 0 15/16" Greenroof Glass Block Paver Skylights One Way Concrete Slab [4' wide Bands] [6" x 14" Joists every 2 feet] 2-Way Concrete Flat Slab @ 8,000psi concrete strength 18" Reinforced Concrete Columns @ 8,000psi concrete strength 24" Reinforced Concrete Strap Beams 48" Reinforced Concrete Footing Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development 1/4" = 1'-0" S301 Building Section 6/5/2022 Author Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center 1/4" = 1'-0" 1 FRAMING SECTION Section A 2 12

Dowel Bars 6" Concrete slab with 6" 6" WWR spacing (W2.0 W2.0) and polished concrete topping Vapor Retarder Rigid Insulation 4" Gravel #5 Rebar #5 Rebar Cast in Place Boardwork Concrete Walls @ 8,000psi Concrete Strength Cast-in-place 18" Round Columns @ 8,000 psi Concrete Strength Stone Fill Retaining Wall Weep Hole 3" Concrete Stabilizers 3 1/2" Metal Studs @ 16" O.C. W/ R-13 Batt Insulation 1/2" GWB @ Walls 10M Ties #5 Rebar 20" Post-Tensioned One-Way Joist Slab with Slab Bands Vapor Retarder 4" Rigid Insulation #5 Rebar #5 Rebar Cast in Place Boardwork Concrete Walls @ 8,000psi Concrete Strength 1" Trombe Wall System w/6" Air Gap 1" Polished Concrete Floor Finish Cast-in-place 18" Round Columns @ 8,000 psi Concrete Strength 10M Ties 14" Post-Tensioned Two Way Flat Plate Slab @ 8,000 psi Concrete Strength Vapor Retarder Rigid Insulation #5 Rebar #5 Rebar Cast in Place Boardwork Concrete Walls @ 8,000psi Concrete Strength 1" Trombe Wall System w/6" Air Gap Cast-in-place 18" Round Columns @ 8,000 psi Concrete Strength Waterproofing Permeable Lower Layer Permeable Upper Layer Polytan Synthetic Surface 10M Ties Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development 1" = 1'-0" S501 Details 6/5/2022 Author Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center 1" = 1'-0" 1 Detail A Column to Foundation 1" = 1'-0" 2 Detail B Column to Floor 1" = 1'-0" 3 Detail C Column to Roof

DN DN DN 2 M301 DOAS UNIT W/HEAT RECOVERY MODULE DOAS SUPPLY 10" X 24" DOAS RETURN 10" X 24" IN-WALL DIFFUSERS 10" X 24" SIDE-VENTDIFFUSERS 10"X24" UNDER-DUCT RETURN VENTS 10" X 24" M301 Electrical Room IT Closet [30sqft] Plumbing Wall for WC and Lavatories Wet Pipe Fire Sprinkler System Plumbing Wall for Showers 8' Diameter, Hydraulic, Circular Glass Elevator [Elevator Room Located on Boat Storage Level Below Zone Zone 2 Zone 3 Zone 4 MECHANICAL SYSTEM ZONING M301 1 M301 Ground Source Heat Pump Low-MassRadiant CeilingPanels 10'x5' TrombeWallwith6"AirGap RoofOverhangs Primary Piping Route Connection between Panels Water PanelControl M301 1 M301 Radiant Heating Coils Ground Source Heat Pump Water PanelControl Scale Issue Date Drawn By Checked By Issue Notes Designer Client Bryan Ortiz Portland State University School of Architecture ARCH 586 Spring 2022 Project Address Design Development As indicated M101 Mechanical Plans 6/5/2022 BMO Checker 306 SE Ivon Street Portland, Oregon 97202 Portland Boat House & River Center 1/16" = 1'-0" 2 MECHANICAL - DOAS 1/16" = 1'-0" 1 MECHANICAL - Zoning Diagram 1/8" = 1'-0" Mechanical Zoning MECHANICAL SYSTEM DESCRIPTION CENTRAL ALL-WATER SYSTEM || HYDRONIC RADIANT HEATING AND COOLING SYSTEM W/ GROUND SOURCE HEAT PUMP CIRCULATION & VENTILATION HANDLED BY DEDICATED OUTDOOR AIR SYSTEM HIGH-MASS RADIANT SYSTEM IN FLOOR PROVIDES HEATING. CONCRETE FLOOR SLAB BUILDS HEAT DURING NON-PEAK HOURS AND DISCHARGES IT SLOWLY THROUGHOUT THE DAY, PROVIDING A STABLE HEAT AND LOWERING ELECTRICITY COSTS. CAN PROVIDE COOLING ASSISTANCE TO LOW-MASS RADIANT SYSTEM IN COOLING INTENSIVE DAYS, HOWEVER IT IS NOT AS EFFICIENT. LOW-MASS RADIANT SYSTEM IN CEILING PANELS PROVIDE COOLING. DUE TO THEIR LOW MASS, CEILING TILES REACT QUICKER TO CHANGES IN CONDITIONING NEEDS. CAPABLE OF ASSISTING HIGH-MASS RADIANT SYSTEM IN HEATING INTENSIVE DAYS WHEN NECESSARY. BOTH RADIANT AND OUTDOOR AIR SYSTEMS ARE ASSISTED IN REGULATING BUILDING TEMPERATURE THROUGH VARIOUS ACTIVE AND PASSIVE STRATEGIES, SUCH AS A HEAT RECOVERY SYSTEM, ROOF OVERHANGS, TROMBE WALLS, THERMAL MASSING, AND CEILING FANS. 1/16" = 1'-0" 3 MECHANICAL Radiant Ceiling Panels 1/16" = 1'-0" 4 MECHANICAL Radiant Flooring

3" Diffused LED Track Lighting around perimeter of running track

6" Wide Diffused LED Track Lighting [Wraps around Hallway on Inside and Outside Ends]

2' Diameter Diffused LED Pendant Ceiling Light Geothermal Ground Source Heat Pump

1" Inch Trombe Wall Glazing

3" Wide Diffused LED Tracklights [Recessed into Gaps in Between Concrete Joists

Fire Sprinkler System DOAS Supply 10" x 24" 10' Diameter, 8 Blade Ceiling Fans

Willamette 0' 0" Boat Storage 10' 0" Main Level 26' 0" Rooftop Track 42' 0" DOAS Supply 10" 24" DOAS Return 10" x 24" Low Mass Radiant Panels 10' 5' Trombe Wall High Mass Radiant Floors High Mass Radiant Floors Ground Source Heat Pump Trombe Wall 3" Wide Diffused LED Track Lights on Panel Perimeter 5' Diameter 3 Blade Ceiling Fans 10' Diameter 8 Blade Ceiling Fans Wet Pipe Fire Sprinkler System DOAS System 6" Wide Diffused LED Track Lighting [Wraps Around Hallways on Inside and Outside ends] 2' Diameter LED Pendant Lights 3" Wide Diffused LED Track Lighting [Wraps Around Track on Outside]

24" High

DOAS Return 10" x

Mass Radiant Floors

Wet

Pipe

DOAS

Trombe

System

Wall Vent Damper [Top] Trombe Wall Vent Damper [Bottom]