DAVID JUDGE PORTFOLIO 2021 by davidjudgearchitect

David M. Judge AIA 2021 Architectural Portfolio

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PROFESSIONAL WORK 1. NET ZERO RESIDENCE David Judge Architecture - Bellingham, WA March 2020

2. MULTIFAMILY - CLT Katerra - Kirkland, WA 2018 - 2021

3. FEASIBILITY STUDY Katerra - Bend, OR July 2018

4. DESIGN REVIEW SUBMISSION RMC Architects- Bellingham, WA July 2021

5. NORDSTROM FACADE DESIGN Callison - San Diego, CA July 2015

ACADEMIC WORK 6. MEXICO CITY STUDIO UW Study Abroad - Mexico City, Mexico Winter 2017

7. PERUVIAN POCKET PARK UW Exploration Seminar - Lima, Peru, Summer 2017

1. Net Zero Residence Firm: David Judge Architecture Location: Bellingham, WA Project Year: 2020, Present

300 UTILITY EASEMENT 510 SF

A client commissioned the design of a NetZero Ready single-family residence. Including an Accessory Dwelling Unit (ADU) allows the 1835 SF family a supplemental income and ability to downsize and age-in-place.

776 SF

Review of ADU design with local planning officials was an important threshold for the owners. A separate entrance and shared mud-room divides the two living spaces, allowing privacy and a compact layout.

ADU BEDROOM GARAGE

GARAGE

526 SF

510 SF

110

(Left) Context Render (Below) ADU Area Plan (Right) Main Kitchen Render

ADU BATH

ADU ENTRY 776 SF

1/8" = 1'-0"

MUD RM

ADU KITCHEN

PROFESSIONAL ADU AREA PLAN LEVEL 2

WORK

Profes

1/8" = 1'-0"

1835 SF

ENTRY

MUD ROOM 109

AREA LEGEND

ADU LIVING RM

DINING

KITCHEN ENTRY 101

OPEN TO BELOW

NON-APPLICABLE AREA

526 SF

JUD RES

224 SF (UNDER 5' HEAD HEIGHT)

1/A.300

POWDER 101A

ADU AREA PLAN LEVEL 1

MAIN RESIDENSE

603 E. BELLI

ADU SPACE/ SHARED UTILITY SPACE 811 SF

AREA CALCULATIONS

ADU AREA PLAN LEVEL 1 KITCHEN

1/8"103 = 1'-0"

DINING 102

MAIN RESIDENSE LEVEL 1 : 526 SF LEVEL 2: 1835 SF LEVEL 3: 811 SF TOTAL: 3,172 SF

Drawn Date

ADU AREA PLAN LEVEL 2

ACCESSORY DWELLING UNIT LEVEL 1: 776 SF TOTAL: 776 SF

1/8" = 1'-0"

203 SF (UNDER 5' HEAD HEIGHT)

Professional Seal

OPEN TO BELOW (VAULTED LIVING ROOM)

Revisio

Mark D

51' - 9 1/2" 7' - 6 1/2"

7' - 2 1/2"

7' - 0"

4' - 11 1/2" 2' - 3 1/2"

12' - 8 3/4"

10' - 0 3/4"

3 A.403

11' - 10"

ROOF PLAN 30' - 10"

ATTIC LOUNGE Q

LEVEL 3 19' - 0"

LIVING RM

HALL

MASER BED

MASER BATH

9' - 0"

1 A.401

LEVEL 2 10' - 0"

MUD RM

GARAGE 10' - 0"

2 A.403

LEVEL 1 0' - 0"

FOUNDATION -2' - 0"

BUILDING SECTION 1 3/16" = 1'-0"

2' - 0"

KITCHEN

DETERMINE ALL TRUSS LAYOUT AND DESIGN.

GLB HEADER PER STRUCTURAL

1. Net Zero Residence COMPOSITE ROOFING SHINGLES

Firm: David Judge Architecture Location: Bellingham, WA Project Year: 2020

TJI ROOF RAFTERS, SEE STRUC. "/1 4 1/2

LEVEL 3 19' - 0"

2 A.402

SIM.

As sole-practitioner, I detailed a well-sealed envelope, above-code thermal insulation, and specified high-efficiency appliances.

2' - 8 5/8" FOS

4" CLOSED CELL SPF (HIGH DENSITY 2.0 PCF) INSULATION

ZIP TAPE JOINT BETWEEN ROOF SHEATHING AND ZIP-R SHEATING

EXTERIOR SHEATHING CAULKED, GLUED OR GASKETED TO BOTTOM PLATE, TYP. SUBFLOOR GLUED, CAULKED OR GASKETED TO RIM JOIST, TYP.

AWNING LEDGER PER STRUCT.

ZIP TAPE JOINT BETWEEN ROOF SHEATHING AND ZIP-R SHEATING

U-0.17 TRIPLE PANE FIBERGLASS WINDOWS, TYP.

GWB CAULKED, GLUED OR

AWNING LEDGER PER STRUCT.

The low heating and plug loads allows the home to achieve Net-Zero energy with a 10KW solar panel system.

STANDING SEAM METAL ROOF

4" /

ROOF SHEATHING

12"

STANDING SEAM METAL ROOF *ENGINEERED MONO-TRUSS

4" /

ROOF SHEATHING

UNDERLAYMENT LAPS EAVE FLASHING

*ENGINEERED MONO-TRUSS

R-21 BIBS FIBERGLASS INSULATION

TYPICAL FLOOR ASSEMBLY:

- 3/4" OSB - R11 FIBERGLASS INSUL. (ALTERNATE) - 12" OPEN WEB FLOOR TRUSS (PER STRUCT) - RC CHANNEL TYPICAL FLOOR ASSEMBLY: - 5/8" GWB - 3/4" OSB - R11 FIBERGLASS INSUL. (ALTERNATE) - 12" OPEN WEB FLOOR TRUSS (PER ST - RC CHANNEL - 5/8" GWB 3" CLOSED CELL SPF (HIGH DENSITY 2.0 PCF) INSUL, TYP

1' - 4 1/2"

UNDERLAYMENT LAPS EAVE FLASHING GUTTER. CONF FIN W/ ARCH

12"

1' - 4 1/2"

9' - 0"

ZIP-R SHEATHING (R-6.6)

Working with an energy modeler allowed realtime feedback on design changes, giving the owners a better understanding ofTYPICAL where to WAL EXTERIOR - 1/2" GWB W/ VAPOR BARRIER P STUDS @ 24" OC (ADV. FRA invest the efficiency upgrades. -- 2X6 5 1/2" R-21 DENSE-PACK FIBERG 3' - 0"

FASCIA BOARD

GUTTER. CONF FIN W/ ARCH

VENTED T+G PINE SOFFIT VFY FIN W/ ARCH

LEVEL 2 10' - 0"

1 1/2" = 1'-0"

12" 4" /

3' - 0" FOF

LEVEL 3 19' - 0"

OPEN WEB FLOOR JOIST, SEE STRUC.

2 A.402

GLB HEADER PER STRUCTURAL

9' - 0"

U-0.17 TRIPLE PANE FIBERGLASS WINDOWS, TYP.

GWB CAULKED, GLUED OR GASKETED TO BOTTOM PLATE, T

PROFESSIONAL WORK

SIM.

MASTICED MEMBRANE STRIP TYP

BEVELED SIDING IN FRAME TO CREATE SLOPE. AIR SEAL WINDOW AROUND ENTIRE PERIMETER WITH SEALANT AND SEALANT BACK ROD. FOLLOW WINDOW MANUF. INSTALLATION REQUIREMENTS BEVELED SIDING IN FRAME TO CREATE SLOPE. AIR SEAL WINDOW AROUND EN PERIMETER WITH SEALANT AND SEALA BACK ROD. FOLLOW WINDOW MANUF. INSTALLATION REQUIREMENTS

U-0.17 TRIPLE PANE FIBERGLASS WINDOWS, TYP.

4" CLOSED CELL SPF (HIGH DENSITY 2.0 PCF) INSULATION

ZIP SYSTEM LIQUID APPLIED MEMBRANE, TYP ALL JOINTS

CLOSED CELL SPF (HIGH DENSITY 2.0 P INSULATION. TYP AT GLULAM HEADERS

- 1 1/2" ZIP-R 6.6 SHEATHING - 3/4" FURRING STRIP - SIDING PER ELEVATIONS

TJI ROOF RAFTERS, SEE STRUC.

SIM.

FOS 4" CLOSED CELL SPF SEALANT OR ADHESIVE(HIGH DENSITY 2.0 PCF) LEVEL 3 INSULATION 19' -PT 0" SILL PLATE AND BTW 2' - 8 5/8" ZIP-R SHEATHING FOS

9' - 0"

ZIP-R SHEATHING (R-6.6)

U-0.17 TRIPLE PANE FIBERGLASS WINDOWS, TYP.

SEALANT AND BACKER ROD OVER COMPRESSIBLE FILLER

R-21 BIBS FIBERGLASS INSULATION

FLASHING UNDER SIDING OVER INSUL.

TYPICAL SLAB ON GRAD

ZIP-R SHEATHING (R-6.6)

EMBEDDED HYDRONIC TUBING

R-21 BIBS FIBERGLASS INSULATION

WIRE MESH SECURED TO REBAR

CONCRETE STEM WALL, SEE STRUC.

FOUNDATION -2' - 0" SLAB ON GRADE, SEE STRUC.

FILTER ABOVE AND LEVEL FABRIC 1 0' - 0" DRAIN PIPE, BELOW CONCRETE FOOTING, SURROUNDS DRAIN ROCK SEE STRUC.

FOUNDATION SLOPED, PERFORATED -2' - 0" FOOTING DRAIN (4" DIA. MIN.)

1/2" = 1'-0"

MIN

GWB

BUTYL RUBBER WATERPROOF MEMBRANE

BASE PER SCHEDULE

NONBIODEGRADABLE CANT STRIP

FLOOR FINISH PER SCHEDULE 6" MIN. COVER OF COARSE GRAVEL (NO FINES)

SLOPED, PERFORATED FOOTING DRAIN (4" DIA. MIN.)

A.401 WALL TO FOUNDATION DETAIL

1 1/2" = 1'-0"

WIRE MESH SECURED TO REBAR

FLASHING UNDER SIDING OVER INSUL.

3/8" FIBERCEMENT BOARD. EXTEND 6" BELOW GRADE, ALL SURFACES COATED

R10 XPS RIGID FOAM INSULATION BUTYL RUBBER WATERPROOF MEMBRANE

6" MIN. COVER OF COARSE GRAVEL (NO FINES)

FOUNDATION -2' - 0" FILTER FABRIC ABOVE AND BELOW DRAIN PIPE, SURROUNDS DRAIN ROCK SLOPED, PERFORATED FOOTING DRAIN (4" DIA. MIN.)

SEALANT AND BACKER ROD OVER COMPRESSIBLE FILLE

GRANULAR CAPILLARY TYPICALBREAK SLAB ON G AND DRAINAGE PAD (NO FINES)

6-MIL POLYETHYLENE VAPOR BARRIER. EMBEDDED HYDRONIC TUB TAPE OR SEAL TO FOUNDATION WALL WIRE MESH SECURED TO R

LEVEL 1 0' - 0" FINISH GRADE- SLOPE AWAY FROM FOUND (5% MIN)

WALL TO FOUNDATION DETAIL 1 1/2" = 1'-0"

MASTICED MEMBRANE STRIP TYP

EMBEDDED HYDRONIC TUBING

6-MIL POLYETHYLENE VAP ANCHOR BOLTS (SEE STRUCT) TAPE OR SEAL TO FOUND

XPS INSULATION 4"

R10 XPS RIGID FOAM INSULATION

FILTER FABRIC ABOVE AND SLAB ON GRADE, SEE STRUC. BELOW DRAIN PIPE, SURROUNDS DRAIN ROCK

4 A.401

WALL TO FOUNDATION SOUTH WALLDETAIL SECTION 1 1 1/2" = 1'-0"

R-20 BLOW-IN FIBERGLASS INSULATION

XPS INSULATION

SEALANT AND BACKER ROD OVER COMPRESSIBLE FILLER

TYPICAL SLAB ON GRADE ASSEMBLY

NONBIODEGRADABLE CANT STRIP FOUNDATION -2' - 0"

SOUTH WALL SECTION

10/18/2020 5:04:54 PM

3/8" FIBERCEMENT BOARD. EXTEND 6" BELOW GRADE, ALL SURFACES COATED

GWB

SEALANT OR ADHESIVE BTW PT SILL PLATE AND ZIP-R SHEATHING ZIP SYSTEM LIQUID APPLIED MEMBRANE, TYP ALL JOINTS

REINFORCING PER CODE (SEE STRUCT) XPS INSULATION

GRANULAR CAPILLARY BREAK AND DRAINAGE PAD (NO FINES)

R-20 BLOW-IN NONBIODEGRADABLE CANT STRIP

FIBERGLASS INSULATION

2' - 0"

FOUNDATION -2' - 0"

LEVEL 1 0' - 0" FINISH GRADE- SLOPE AWAY FROM FOUND (5% MIN)

BASE PER SCHEDULE 6" MIN. COVER OF COARSE GRAVEL (NO FINES) FLOOR FINISH PER SCHEDULE ZIP-R SHEATHING (R-6)

CONCRETE FOOTING, SEE STRUC.

FLASHING UNDER SIDING OVER INSUL.

BUTYL RUBBER WATERPROOF MEMBRANE

3/4" PRESSURE TREATED FURRING STRIPS

LEVEL 1 0' - 0"

3 A.401

ZIP SYSTEM LIQUID APPLIED MEMBRANE, TYP ALL JOINTS

U-0.17 TRIPLE PANE FIBERGLASS WINDOWS, TYP.

SIDING PER ELEVATIONS

CONCRETE STEM WALL, SEE STRUC.

4 A.401

1/2" = 1'-0"

R10 XPS RIGID FOAM INSULATION

ZIP-R SHEATHING (R-6)

SLAB ON GRADE, SEE STRUC.

SEALANT OR ADHESIVE BTW PT SILL PLATE AND ZIP-R SHEATHING

OPEN WEB FLOOR JOIST, SEE STRUC.

3 A.401

3/4" PRESSURE TREATED FURRING STRIPS

FOUNDATION -2' - 0"

FLOOR JOIST, SEE STRUC.

MIN

LEVEL 1 0' - 0"

SOUTH WALL SECTION

0' - 6"

FLOOR FINISH PER SCHEDULE

U-0.17 TRIPLE PANE FIBERGLASS WINDOWS, TYP.

SIDING PER ELEVATIONS

CONCRETE FOOTING, SEE STRUC.

4" /

1 1/2" = 1'-0"

0' - 6"

10' - 0"

BASE PER SCHEDULE CONCRETE STEM WALL, SEE STRUC.

FOF

- 1/2" GWB W/ VAPOR BARRIER PRIMER - 2X6 STUDS @ 24" OC (ADV. FRAMING) - 5 1/2" R-21 DENSE-PACK FIBERGLASS INSUL. - 1 1/2" ZIP-R 6.6 SHEATHING TYPICAL EXTERIOR W - 3/4" FURRING STRIP - 1/2" GWB W/ VAPOR BARR - SIDING PER ELEVATIONS - 2X6 STUDS @ 24" OC (ADV - 5 1/2" R-21 DENSE-PACK F GWB CAULKED, GLUED OR GASKETED TO BOTTOM PLATE, TYP. - 1 1/2" ZIP-R 6.6 SHEATHIN - 3/4" FURRING STRIP - SIDING PER ELEVATIONS MASTICED MEMBRANE STRIP TYP GWB CAULKED, GLUED OR GASKETED TO BOTTOM PL

6-MIL POLYETHYLENE VAPOR B TAPE OR SEAL TO FOUNDATION

AWNING TO WALL DETAIL

MIN

3' - 0"10'

3/8" FIBERCEMENT BOARD. 3' - 0" EXTEND 6" BELOW GRADE, ALL SURFACES COATEDFOF

0' - 6"

GWB

FINISH GRADE- SLOPE AWAY LEVELFOUND 2 OPEN WEB FROM (5% MIN) "

0' - 6"

R-20 BLOW-IN FIBERGLASS INSULATION

ZIP-R SHEATHING (R-6)

1 1/2" = 1'-0"

12" 4" / STANDING SEAM METAL AWNING

10' - 0"

3/4" PRESSURE TREATED FURRING STRIPS

AWNING TO WALL DETAIL 0' - 6"

LEVEL 2 10' - 0"

SIDING PER ELEVATIONS

LEVEL 1 0' - 0"

STANDING SEAM METAL AWNING

TYPICAL EXTERIOR WALL:

0' - 6"

10' - 0"

2 A.402 12" 2" / 4 1/

2' - 8 5/8"

3 A.401

2' - 0"

GLB HEADER PER STRUCTURAL

TJI ROOF RAFTERS, SEE STRUC.

12" COMPOSITE ROOFING 2" / 4 1/ SHINGLES

3" CLOSED CELL SPF (HIGH DENSITY 2.0 PCF) INSUL, TYP

CLOSED CELL SPF (HIGH DENSITY 2.0 PCF) INSULATION. TYP AT GLULAM HEADERSGWB CAULKED, GLUED OR GASKETED TO TOP PLATE, TYP.

*TRUSS DESIGN BY OTHERS. CONCEPTUAL SIZING ONLY. MONO-TRUSS PROVIDER TO DETERMINE ALL TRUSS LAYOUT AND DESIGN.

(Below) Wall section (Right) Foundation detail

COMPOSITE ROOFING SHINGLES

GWB CAULKED, GLUED OR GASKETED TO TOP PLATE, TYP.

3' - 0"

FASCIA BOARD

*TRUSS DESIGN BY OTHERS. CONCEPTUAL SIZING ONLY. MONO-TRUSS PROVIDERVENTED TO DETERMINE ALL TRUSS LAYOUT AND DESIGN. T+G PINE SOFFIT VFY FIN W/ ARCH

AWNING TO WALL DETAIL 10section 9 (Left)Building

STANDING SEAM METAL AWNING

EXTERIOR SHEATHING CAULKED, GLUE

GASKETED TO BOTTOM PLATE, TYP. GASKETED TO BOTTOM PLATE, TYP. BEVELED SIDING IN FRAME TO CREATE SUBFLOOR GLUED, CAULKED OR RIM JOISTAIR CAULKED OR GASKETED TO RIM JOIST, TYP. SLOPE. SEAL WINDOW AROUND ENTIRE GASKETED TO TOP PLATE, TYP. GWB CAULKED, GLUED OR PERIMETER WITH SEALANT AND SEALANT GASKETED TO BOTTOM PLATE, LEVELTYP. 2 BACK ROD. FOLLOW WINDOW MANUF.10' - 0" RIM JOIST CAULKED OR INSTALLATION REQUIREMENTS GASKETED TO TOP PLATE, TYP.

ANCHOR BOLTS (SEE STRUCT) REINFORCING PER CODE (SEE STRUCT)

GRANULAR CAPILLARY BRE AND DRAINAGE PAD (NO FI

ANCHOR BOLTS (SEE STRU REINFORCING PER CODE (SEE STRUCT)

2. Multifamily Development - CLT Firm: Katerra Location: Kirkland, WA Project Year: 2018 - Present While creating cross laminated timber (CLT) slab-edge plan, I have to practice extreme accuracy, verifying that the correct details are applied to each edge condition. Prefab leaves little room for error.

PROFESSIONAL WORK

CROSS-SECTIONAL VIEW 4" 6

MAX. 2"

(Left) CLT Install (Below) CLT Panel Shop Drawings (Right) Detail photo of panel joints

My background in material and fabrication is a helpful primer for understanding the fabrication limitations of large masterpanels. Working with leading European CLT manufacturers allowed me to quickly become well versed in technical detailing.

1. FLOOR ASSEMBLY CONSISTING OF THE FOLLOWING FEATURES (2-HR. FIRE-RATING) : A. CONCRETE OR GYPCRETE TOPPING (MINIMUM 1-1/2" THICK). B. ACOUSTICAL MAT (MINIMUM 1/8" THICK). C. 5-PLY CROSS-LAMINATED TIMBER FLOOR ASSEMBLY (MINIMUM 5" THICK). 2. METALLIC JUNCTION OR OUTLET BOX. BOX TO BE RIGIDLY SUPPORTED IN OPENING. 3. POWER CABLE WITH JACKET (MAX. QTY. = 2). 4. MINERAL WOOL (MIN. 4 PCF DENSITY) TIGHTLY PACKED AND RECESSED TO ACCOMMODATE SEALANT. 5. MINIMUM 3/4" DEPTH HILTI FS-ONE MAX INTUMESCENT FIRESTOP SEALANT. 6. MINIMUM 1/4" DEPTH HILTI CFS-S SIL GG FIRESTOP SILICONE SEALANT.

OWNE ADDRESS: 11 PARCEL

170

5 E., W.M. WEST SECTION LINE, SECTION 28, TWP. 26 N., RGE.

180'-0"

793'-1"

OWNER: MICRO ENCODER INC ADDRESS: 11522 NE 118th ST 98034 PARCEL FEC NO: 3890600140

FEC

19 5

200

OWNER: PAR 5 PARK 118 LLC ADDRESS: 11710 NE 118th ST 98034 PARCEL NO: 2826059084

170

92'-0"

170

5 E., W.M. WEST SECTION LINE, SECTION 28, TWP. 26 N., RGE.

793'-1"

200

OWNER: MICRO ENCODER INC ADDRESS: 11522 NE 118th ST 98034 PARCEL NO: 3890600140

10'-0"

195

20 0

18'-5 5/8"

SF33

260D

7 A.872

210

30'-0"

58'-0"

118TH AVE NE

FEC

195

200

215

117 WA

306'-10"

OWNER: STADELMAN PROPERTIES ADDRESS: 11822 NE 116th ST 98034 PARCEL NO: 2826059083

230

225

OWNER: NYU LUDMILA ADDRESS: 11534 NE 116th ST 98034 PARCEL NO: 3890600150

Professional

Dra

210

235

240

Pro

Job

Rev

OHP/T

210

245

250

255

FOUND 3"BRASS DISC W/PUNCH IN CASE @ ℄

OWNER: CITY OF KIRKLAND 68'-0" ADDRESS: N/A PARCEL NO: 3326059150

SOUTH SECTION LINE, SECTION 28, TWP. 26 N., RGE. 5 E., W.M.

SITE PLAN

G.101

OWNER: PARMAC 116 LLC ADDRESS: 11615 NE 116th ST 98034 PARCEL NO: 3326059074

90%

OWNER: ASSOCIATES 116 ADDRESS: 11803 NE 116th ST 98034 PARCEL NO: 3326059010

1" = 40'-0" SCALE:

201

11725 NE 11 WA 98034SI

PROFESSIONAL WORK LEVEL 1

UNIT PLAN - 2 BED - B08

UNIT PLAN LEVEL 1 - 2 BED - B09 UNIT PLAN - 3 BED - C02 0' - 0"Æ UNIT PLAN - 3 BED - C02 170' - 0"Œ

0' - 0"Æ 170' - 0"Œ

Job Number Date Revisions

21 Mark RFI 474 1 3

FLUE COVER PER MFR.

Date 06/18/19 07/11/19

CRAWL SPACE -8' - 0"Æ

GASKETED FASTENERS AT 12" OC MAX REGLET AND COUNTERFLASHING

MFR.

PREFABRICATED, INSULATED ROOF CURB - ANCHORED TO DECK

MFR.

PER

Drawn By

Project Man

KITCHENS, BATHS AND CASEWORK A.U.501 KITCHEN - CORNER - 001-02 - TYPE A A.U.502 KITCHEN - LINEAR - 001-02 - TYPE A G 21 A.U.503 KITCHEN - CORNER - 001-02 - TYPE B GENERAL NOTE: SEAL ALL SEAMS, JOINTS 474 -AND FASTENER A.U.504 KITCHEN - LINEAR -RFI 001-02 TYPE B PENETRATIONS - PROVIDE STIFFENERS AND CROSS BRACING AS FLUE COVER PER MFR. A.U.507 KITCHEN - CORNER - 001-02NEEDED - TYPE A LONGBENDING TO PREVENT A.U.508 KITCHEN - LINEAR - 001-02 - TYPE A LONG A.U.519 KITCHEN - REFRIGERATOR A.U.521 KITCHEN SECTIONS CRAWL SPACE PREFABRICATED, INSULATED A.U.522 KITCHEN SINK BASE ELEVATIONS & SECTIONS (ANSI) ROOF CURB - ANCHORED TO DECK VENT A.U.524 DETAILS -8' - 0"Æ GASKETED FASTENERS AT 12" OC MAX KITCHEN SPRAYED VAPOR RETARDER A.U.531 KITCHEN ISLANDS REGLET AND COUNTERFLASHING SEALANT UNIT BATH PLANS AND ELEVATIONS - S02A FILL VOID WITHA.U.603 MINERAL WOOL INSULATION ROOFING SYSTEM A.U.604 UNIT BATH PLANS AND ELEVATIONS - S02B A.U.605 UNIT BATH PLANS AND ELEVATIONS - A01A A.U.606 UNIT BATH PLANS AND ELEVATIONS - A01B A.U.608 UNIT BATH PLANS AND ELEVATIONS - A02B A.U.611 UNIT BATH PLANS AND ELEVATIONS - A04A A.U.612 UNIT BATH PLANS AND ELEVATIONS - A04B A.U.613 UNIT 9BATH PLANS AND ELEVATIONS - A05A 12.5" DIA. PENETRATION A.871 OPP. (CONFIRM W/ A.U.614 MFR) UNIT BATH PLANS AND ELEVATIONS - A05B SIM. A.U.616 UNIT BATH PLANS AND ELEVATIONS - A06B A.U.618 UNIT BATH PLANS AND ELEVATIONS - B01B A.U.620 UNIT BATH PLANS AND ELEVATIONS - B03B

PER

OWNER: NYU LUDMILA ADDRESS: 11534 NE 116th ST 98034 PARCEL NO: 3890600150

18'-5 5/8"

T.O. PLATE

3'-0"

INTERIOR DETAILS - CASEWORK INTERIOR DETAILS - CASEWORK INTERIOR DETAILS - CASEWORK EQ. 10'-0" DETAILS - CEILINGS INTERIOR

A.544 A.545

OHP/T

EASEMENTS; RE: SURVEY

21 0

CRAWL SPACE / MECHANICAL ROOM

FILL VOID WITH MINERAL WOOL INSULATION

IMAGE FOR REFERENCE ONLY

ISSUE

CONS Above: Lifebridge Project Site Plan Above: Below: Project Render (by others) * Noted on site plan Lifebridge Project S

Senior Apartments, Main Dining with exposed CLT Roof EQ A.546

allowed me to develop a strong knowledgeCOVERED BBQ AREA : SEE SHEET G.114 base of constructability issues, enhancing my solutions oriented approach to time-sensitive LIFEBR EAST site problems. 22

A.U.208B A.U.209B A.U.302A A.U.302B

WALL SECTIONS & ENLARGED ELEVATION - PODIUM SOUTH FACADE

A.463 WALL11 SECTIONS & ENLARGED ELEVATION - GARAGE OPEN ENTRY KITCHENS, BATHS AND CASEWORK A.554 A.464 KITCHEN WALL SECTIONS & ENLARGED ELEVATION - GARAGE ENTRY A.U.501 - CORNER - 001-02 - TYPE A A.465 KITCHEN WALL SECTIONS CONDITIONS A.U.502 - LINEAR - 001-02- -FIN TYPE A A.466 KITCHEN WALL SECTIONS - GARAGE EXHAUST TUNNEL A.U.503 - CORNER - 001-02 TYPE B GENERAL NOTE: SEAL ALL SEAMS, JOINTS FASTENER 22 KITCHEN 12- 001-02 -AND A.500 KEY PLANS A.U.504 - LINEAR TYPE B PENETRATIONS - PROVIDE STIFFENERS AND CROSS BRACING AS A.U.507 - CORNERFINISH - 001-02NEEDED - TYPE A-SIM. LONGBENDING TO PREVENT A.501 KITCHEN ENLARGED PLANS AMENITY TYP. A.U.508 KITCHEN LINEAR 001-02 TYPE9A LONG 3 A.502 ENLARGED FINISH PLANS - ELEV LOBBIES A.U.519 - REFRIGERATOR A.871 A.871 A.503 KITCHEN FURNITURE AND POWER COORDINATION PLANS - AMENITY A.U.521 KITCHEN SECTIONS A.520 ENLARGED RCPS A.U.522 KITCHEN SINK BASE ELEVATIONS & SECTIONS (ANSI) A.521 LEVEL 2 CORRIDORVENT RCP A.U.524 KITCHEN DETAILS VAPOR RETARDER A.523 LEVEL 3-6 TYPICALSPRAYED CORRIDOR RCP A.U.531 KITCHEN ISLANDS SEALANT A.530 UNIT BATH INTERIOR A.U.603 PLANSELEVATIONS AND ELEVATIONS - S02A ROOFING A.531 UNIT BATH INTERIOR SYSTEM A.U.604 PLANSELEVATIONS AND ELEVATIONS - S02B A.U.605 PLANSELEVATIONS AND ELEVATIONS - A01A A.532 UNIT BATH INTERIOR A.U.606 PLANSELEVATIONS AND ELEVATIONS - A01B A.533 UNIT BATH INTERIOR A.U.608 PLANS AND - A02B ELEVATIONS A.535 UNIT BATH ENLARGED RR ELEVATIONS PLANS & INTERIOR A.U.611 ELEVATIONS - A04A A.540 UNIT BATH WALLPLANS BASEAND & FLOOR TRANSITIONS A.U.612 UNIT BATH PLANS AND ELEVATIONS - A04B A.541 INTERIOR DETAILS A.U.613 UNIT BATH PLANS AND ELEVATIONS - A05A 7 A.542 INTERIOR DETAILS A.U.614 UNIT BATH PLANS AND ELEVATIONS - A05B A.872 EQ EQ A.543 UNIT BATH INTERIOR - CASEWORK A.U.616 PLANSDETAILS AND ELEVATIONS - A06B A.544 UNIT BATH INTERIOR - CASEWORK 1 A.U.618 PLANSDETAILS AND ELEVATIONS - B01B SF33 260D A.545 UNIT BATH INTERIOR - CASEWORK A.U.620 PLANSDETAILS AND ELEVATIONS - B03B EQ A.546 INTERIOR DETAILS - CASEWORK EQ. 10'-0" DETAILS - CEILINGS A.547 INTERIOR

210

215

SETBACK (15' TOTAL 73'-4" BETWEEN 2 SIDE YARDS)

10'-0"

DTL WALL WEST FACADE UNIT PLAN - 2SECTIONS BED - B08 & ENLARGED ELEVATION -DECK UNIT PLAN - 2SECTIONS BED - B08 & ENLARGED ELEVATION - WEST FACADE WALL UNIT PLAN - 2SECTIONS BED - B09 & ENLARGED ELEVATION - SOUTH FACADE WALL UNIT PLAN - 3SECTIONS BED - C02 & ENLARGED ELEVATION - PODIUM EAST FACADE WALL 21 UNIT PLAN - 3 BED - C02

205

A.462

Senior Apartments, Main Dining with exposed CLT Roof 1

10'-0"

CRAWL SPACE / MECHANICAL ROOM

A.458 A.U.208A A.U.208B A.459 A.U.209B A.460 A.U.302A A.461 A.U.302B

5 20

COLUMN

BEYOND @

1 A.871

235

ENLARGED PLAN - L2 - PAVILION

SEE INTERIORS SHEETS FOR PARTIALA.910 WALL HEIGHTS, TRANSITIONS CARRIE.SMITH@KATERRA.COM A.457 MATERIAL WALLCALLOUTS SECTIONS&&FLOOR ENLARGED ELEVATION - WEST FACADE COLUMN ENVELOPECONSULTANT A.458 WALL SECTIONS & ENLARGED ELEVATION - WEST FACADE ALLANABUICK& BERS, INC ENVELOPECONSULTANT A.459 WALL SECTIONS & ENLARGED ELEVATION - WEST FACADE ALLANABUICK& BERS, INC 2025 1ST AVE, SUITE 310 A.460 WALL SECTIONS & ENLARGED ELEVATION SOUTH FACADE 2025 1ST AVE, SUITE 310 SEATTLE, WA -98121 A.461 WALL SECTIONS & ENLARGED ELEVATION - PODIUM LAMBERT EAST FACADE SEATTLE, WA 98121 CONTACT: PETERSEN 21 CONTACT: PETERSEN LAMBERT A.462 WALL SECTIONS & ENLARGED ELEVATION - PODIUM SOUTH FACADE 206-443 - 6499 (tel) 206-443- 6499 (tel) A.463 WALL11 SECTIONS & ENLARGED ELEVATION - GARAGE OPEN ENTRY PLAMBERT@ABBAE.COM PLAMBERT@ABBAE.COM Y MAP A.554 A.464 WALL SECTIONS & ENLARGED ELEVATION - GARAGE ENTRY ACOUSTICCONSULTANT A.465 WALL SECTIONS - FIN CONDITIONS ACOUSTICCONSULTANT A.466 WALL SECTIONS - GARAGE ___ EXHAUST TUNNEL10 ___ 10 ___ ___ 15 18 18 22 12 A.500 KEY PLANS A.554 A.554 ___ ___ A.501 ENLARGED FINISH PLANS -SIM. AMENITY TYP. CONTACT: F ____ F ____ 9 - CONTACT: 3 A.502 ENLARGED FINISH PLANS ELEV LOBBIES ___-___-____ 001 (tel) ___-___-____ (tel) 001 A.871 A.871 A.503 FURNITURE AND POWER COORDINATION PLANS - AMENITY ___.COM0 ___.COM0 A.520 ENLARGED RCPS A.521 LEVEL 2 CORRIDOR RCP A.523 LEVEL 3-6 TYPICAL CORRIDOR RCP A.530 INTERIOR ELEVATIONS A.531 INTERIOR ELEVATIONS A.532 INTERIOR ELEVATIONS A.533 INTERIOR ELEVATIONS A.535 ENLARGED RR PLANS & INTERIOR ELEVATIONS A.540 WALL BASE & FLOOR TRANSITIONS A.541 INTERIOR DETAILS OPP. 7 7 A.542 INTERIOR DETAILS OPP. A.872 A.872 A.543 INTERIOR DETAILS - CASEWORK

SF32

T.O. PLATE

210

215

FOUND 3"BRASS DISC W/PUNCH IN CASE @ ℄

MAIN DINING

225

230

210

205

Pro

LEVEL 2 TOS sides previous Procore)has 11' - 6(per 1/4"Æ Working as RFI theresponse project on architect 205

ENLARGED PLAN - L2 - PAVILION

MAIN DINING

210

200

10'-0"

195

200

220

200

FEC

20 0

185'-2"

FACP

195

FEC

DETENTION VAULT BELOW; RE: CIVIL DRAWINGS

FEC

195

FEC

205

3'-0"

5'-0"

195

FRONT YARD SETBACK

0 19

200

185

195

0 20

200

185

195

FEC

(Left) CLT Clubhouse construction photo (Below) Revised elevation (Right) Revised flu penetration detail

MIN. SIDE YARD SETBACK 190 (15' TOTAL BETWEEN 2 SIDE YARDS)

180

190

0 20

190

185

190

195

OSED USE:

1/4" = 1'-0" SCALE:

170

Front finish to wrap

A.553

175

170

FEC

260C

SE:

170

168.75

external RESPONSE: Proceedheat with replacement. single sided fireplace. Proceed with single sided fireplace. Create RFI for coordination of Additional exterior radiant heater 3 external heat replacement.replacement 7' fireplace required.approved Ventilation by andinteriors water an proofing detail to through CLT green roof. LEVEL 2 TOS 7' fireplace approved by interiors and ownership onwrap OAC sides 10-29-20 Front finish to 11' - 6(per 1/4"Æ previo

DING CODE

ADJUSTMENT

FEC

ONAL BUILDING CODE WITH WASHINGTON

Con

OWNER: KIRKLAND J & M LLC ADDRESS: 11730 NE 118th ST 98034 PARCEL NO: 2826059070

TOWNSHIP 26 NORTH, RANGE 5 EAST, W. M., IN KING COUNTY,

4 A.872

BUSINESS DISTRICT, CLT ET CLASSIFICATION, R ZONING CONSIDERATIONS

160

1-HR FIRE RATED STL BEAM

170

2. Multifamily Development - CLT Clubhouse Fireplace is located in a

NORTHSEQUENCING, LOT AREA A.841 THAT PORTION EXTERIOR DETAILS - WATERPROOFING TYP OF THE SOUTHWEST QUARTER OF SECTION 28, AFTER LOT LINE

5'-0"

322,093 SF

165

C A D

5'-0"

20"x30" CLEAR 31 ACCESS PANEL

GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES PLAN NOTES AND LEGENDS SENIOR SENIOR SENIOR HOUSINGPRO LEVEL P1 - FOUNDATION PLAN LEVEL 1 - POST-TENSION PLAN LEVEL 2 - POST-TENSION PLAN LEVEL 2 - WOOD FRAMING PLAN LEVEL 3 WOOD FRAMING PLAN LEVEL 4 WOOD FRAMING PLAN LEVELS 5 & 6 WOOD FRAMING PLAN PARKING ROOF - WOOD FRAMING PLAN EXISTING BUILDIN PARKING TO BE DEMOLISHE TYPICAL CONCRETE DETAILS TERRACEDGARAGEBU COLUMN SCHEDULE AND DETAILS FOUNDATION DETAILS BASEMENT WALL DETAILS SHEAR WALL ELEVATIONS SHEAR WALL ELEVATIONS SHEAR WALL DETAILS TYPICAL POST-TENSION WESTNOTES AND DETAILS WEST MULTI-FAMILY HOUSINGPROJECT TYPICAL POST-TENSION DETAILS WESTBUILDING STUD RAIL SCHEDULE AND DETAILS CONCRETE DETAILS CONCRETE BEAM SCHEDULE AND DETAILS TYPICAL MASONRY DETAILS STEEL CANOPY DETAILS TYPICAL WOOD FRAMING DETAILS TYPICAL WOOD FRAMING DETAILS FLOOR FRAMING DETAILS ROOF FRAMING DETAILS WOOD FRAMING DETAILS LI WOOD FRAMING DETAILS EA SHEAR WALL SCHEDULE AND DETAILS

Firm:the Katerra There are several conflicts with Fireplaces spec'd out. to install a dou CPL, it is not feasible Location: location. Kirkland, WA * Please confirm if it is acce Clubhouse Fireplace is located in a shear wall and per email from LEVEL 3 TOS fireplace of the same collection, m Project Year: 2018 fireplace - Present at that 22' - 4 3/8"Æ CPL, it is not feasible to install a double-sided location. Please confirm if it is acceptable to install the single-sided LEVEL 3 TOS RFI: Clubhouse Fireplace is located in a shear fireplace of the same22'collection, model Montigo PC620ND - 4 3/8"Æ RESPONSE wall and itRFI is not feasible to install a doublesided fireplace. Please confirm if it is Proceed with single sided fireplace. RFI RESPONSE acceptable to install single-sided fireplace.

AREA

ST, KIRKLAND, WA 98034

L 10B

RFI:

KPFF CONSULTING ENGINEERS

260

TION

4 A.402

FTER LOT LINE ADJUSTMENT

AMENITY

FRONT YARD SETBACK

3 A.842 WASHINGTON. EXTERIOR DETAILS - PENETRATIONS 1601 5TH AVENUE, SUITE 1600 (REFER TO THE SURVEY FOR FULL LEGAL GENERAL STRUCTURAL 155,208 SF 1,517 SF JECT DATA DESCRIPTION) (3.56 acres) 4 EL: 212.02 SEATTLE, WA 98101 A.843 STRUCTURAL EXTERIOR DETAILS - HOT RUBBER ASPHALT G.301 GENERAL ACCESSIBILITY DIAGRAMS S1.1 GENERAL NOTES SEE INTERIORS DRAWINGS FOR CONTACT: SAM DEBELL A.402 G.302 DIAGRAMS S1.2 GENERAL NOTES A.844 STRUCTURAL EXTERIOR DETAILS - AC PORTS FURNITUREACCESSIBILITY LAYOUT, BUILT-INS, AND - DOORWAYS PARKING - STRUCTURED - EAST BUILDING -622-5822 (tel) LOCATIONS/ HEIGHTS G.303 SOFFIT ACCESSIBILITY DIAGRAMS -206 PUBLIC SPACE S1.3 GENERAL NOTES A.845 KEYSTRUCTURAL EXTERIOR STALL TYPEDETAILS - EXHAUST 35 TYP. COUNT 3 % 2%VENTS LEVEL 1 NE 118TH ST, KIRKLAND, WA 98034 G.304 ACCESSIBILITY DIAGRAMS -SAM.DEBELL@KPFF.COM TYPE A S1.4 PLAN NOTES ANDDETAILS LEGENDS .BFL ACCESSIBLE STALL A.850 I SENIOR 1 7 - TYPE SENIOR CIVIL ENGINEER .VAN VAN ACCESSIBLE STALL 1% 20"x30"G.305 CLEAR ACCESSIBILITY DIAGRAMS - TYPE A S2.0 LEVEL P1 PLAN SIM SENIOR HOUSINGPROJECT COMPACT STALL - EAST 26 16% 1 31 KPFF CONSULTING ENGINEERS A.851 LC - FOUNDATION - TYPE I LANDSCAPEARCHITECT STANDARDDETAILS STALL - EAST 53 34% A.813 ACCESS G.306PANEL ACCESSIBILITY DIAGRAMS - TYPE B S2.1 LEVEL 1 - POST-TENSION PLAN 83 1601 5TH AVENUE, SUITE 1600 BERGER PARTNERSHIP A.852 LEVEL P1ACCESSIBLEDETAILS - TYPE I EL: 212.02 STALL 2 1% SEATTLE, WA 98101 G.307 ACCESSIBILITY DIAGRAMS -1721 TYPE8TH B AVENUE N S2.2pt LEVEL 2.BFL -C POST-TENSION PLAN COMPACT STALL - EAST 44 28% A.854 DETAILS - TYPE V CONTACT: SAM DEBELL STANDARD STALL - EAST 29 18% S2.2w LEVEL 2L- WOOD FRAMING PLAN SEATTLE, WA 98109 75 LOT AREA AFTER 322,093 SF 206-622-5822 (tel)LOT LINE ADJUSTMENT 158 A.8553TOTAL: DETAILSPLAN - TYPE V ARCHITECTURAL S2.3 LEVEL WOOD FRAMING CONTACT: JASON HENRY SAM.DEBELL@KPFF.COM PARKINGDETAILS - SURFACE STALLS - ALLOCATED BUILDING A.8564 WOOD - TYPE V TO EAST A.000 ASSEMBLIES - EXTERIOR WALL CORES S2.4 LEVEL FRAMING PLAN 206-325 - 6877 (tel) KEY STALL TYPE COUNT % A.860 LEVEL DETAILS - TUBE A.001 ASSEMBLIES - CONCRETE &JASONH@BERGERPARTNERSHIP.COM MASONRY S2.5 LEVELS 5 &1 6SURFACE WOOD FRAMING PLANSTEEL CANOPIES LANDSCAPEARCHITECT E.V VAN ACCESSIBLE STALL - EAST 1 2% EBF SURFACE ACCESSIBLE STALL - EAST 2 5% 235'-6" 14 WALLS BERGER PARTNERSHIP PARKING A.010 RATED ASSEMBLIES - INTERIOR WOOD FRAMED S2.6 ROOF FRAMING EXISTING BUILDING PARKING EC SURFACE COMPACT STALL PLAN - EAST 3 7% A.864- WOOD DETAILS - 8SITE 1-HR FIRE 1 TO BE DEMOLISHED 9 EC SURFACE COMPACT STALL - EAST 8'6 18 43% 1721 8TH AVENUE N GEOTECHNICALENGINEER SURFACE STANDARD STALL - EAST 18 43% A.011 ASSEMBLIES - INTERIOR WOOD FRAMED WALLS S3.1 TYPICAL DETAILS A.811 TERRACEDGARAGEBUILDING L STANDARD STALL - EAST VINYL OPENING SCHEDULE 29 18% A.041 A.870 ELCONCRETE DETAILS - FINS OPP. WW STL BEAM A.811 42 SEATTLE, WA 98109 75 A.811 G TYPE: TL 10B GEOENGINEERS A.872 TOTAL: 42 602 A.872 A.855 TOTAL: 158 A.012 ASSEMBLIES - INTERIOR METAL FRAMED WALLS DETAILS TYPE V S3.2 COLUMN SCHEDULE AND DETAILS PARKING GARAGE - ALLOCATED TO EAST BUILDING A.042 STOREFRONT ELEVATIONS A.871 PARKING - SHARED DETAILS - AMENITY PAVILION 0 CONTACT: JASON HENRY 8410 154TH AVENUE NE KEY COUNT % - SURFACE STALLS - ALLOCATED BUILDING ASSEMBLIES4 - FLOOR-CEILING A.856 KEY PARKINGDETAILS - TYPE V "TO EAST S3.3 FOUNDATION DETAILSSTALL TYPE 1 LEVEL -325- BUSINESS 6877 (tel) P1 STALL TYPE / 12 COUNT % TEM 206 LAKE DISTRICT, CLTA.020 A.043 STOREFRONT ELEVATIONS A.872 DETAILS - AMENITY PAVILION 2" REDMOND, 98052 EC SHARED GARAGE COMPACT STALL - EAST 20 28% LEVEL 1 A.030 ASSEMBLIES - ROOF-CEILING A.860 E.V DETAILS - TUBE STEEL CANOPIES S3.4 BASEMENT DETAILS 2" / 12WA R SURFACE VAN ACCESSIBLE STALL - EAST 1 2% SHARED 34 GARAGE STANDARD STALL - EAST 22% TER JASONH@BERGERPARTNERSHIP.COM STREET CLASSIFICATION, A.872 A.872EL WALL " SMITH 1 A.050 UNIT DOOR SCHEDULE A.880 DETAILS - GARAGE DOOR1636DETAILS CONTACT: MATT EBF SURFACE ACCESSIBLE STALL - EAST 2 5% - MARKET RATE EL: 212.02 11 TYP. 14 TYP. 801 EC SURFACE COMPACT STALL EAST 8 3 7% A.040 DOOR SCHEDULES A.864 DETAILS SITE S3.10 SHEAR WALL ELEVATIONS 1 TER OTHER ZONING CONSIDERATIONS 9 EC SURFACE COMPACT STALL - EAST 8'6 18 43% 5 7-6000 (tel) 1 425-861 LEVEL 1 A.554 INTERIOR - MARKET RATE A.881 WALL DETAILS - ACCESSORIES 1 7 GEOTECHNICALENGINEER 7 SHARED EL SURFACE STANDARD STALL - EAST 43% A.811 A.041 VINYL OPENING SCHEDULE A.870A.070 DETAILS - FINS FINISH1842SCHEDULE S3.11 SHEAR ELEVATIONS OPP. E.V GARAGE VAN ACCESSIBLE STALL - EAST 1% WW A.811 A.811 MSMITH@GEOENGINEERS.COM EBF SHARED GARAGE ACCESSIBLE STALL - EAST 1 1% GEOENGINEERS A.872 TOTAL: 42 A.872 602 A.850 INTERIOR FIXTURE SCHEDULES - INTERIOR UNIT FIXTURES A.882 WALL DETAILS - -ACCESSORIES EC SHARED GARAGE COMPACT STALL EAST 12 17% PARKING - SHARED PARKING GARAGE - ALLOCATED TO EAST BUILDING A.042 STOREFRONT ELEVATIONS A.871A.075 DETAILS - AMENITY PAVILION S3.12 1 SHEAR DETAILS 0 260D 8410 154TH AVENUE NE EL SHARED GARAGE STANDARD STALL EAST 22 31% KEY STALL TYPE COUNT % 1 A.076 36 INSULATION, SHEET METAL & FASTENER SCHEDULE A.890 TOTAL: ENLARGED DETAILS LEVEL P1 A.043 STOREFRONT A.872 DETAILS - AMENITY PAVILION S3.20 TYPICAL POST-TENSION 2" / 12" ELEVATIONSSTRUCTURALENGINEER REDMOND, 98052 WESTNOTES AND DETAILS72 EAST EC SHARED GARAGE COMPACT STALL - EAST 20 28% WEST EAST 2" / 12WA MULTI-FAMILY HOUSINGPROJECT MULTI-FAMILY HOUSINGPROJECT EL SHARED 34 GARAGE STANDARD STALL - EAST 22% A.872A.100 PARKING - TOTAL RESIDENTIAL STALLS - EAST BUILDING " SMITH 1 LEVEL P1 - SLAB A.891 POST-TENSION ENLARGED DETAILS A.050 UNIT DOOR SCHEDULE - MARKET RATE PORTER A.880 DETAILS - GARAGE DOOR1636PLAN DETAILS S3.21 TYPICAL DETAILS CONTACT: MATT EL: 212.02LUNDEEN WESTBUILDING EASTBUILDING COUGHLIN TYP. SURFACE - RESIDENTIAL - EAST 42 15% 425-861-6000 (tel) 5 LEVEL 1 STRUCTURED - RESIDENTIAL - EAST 158 58% A.070 INTERIOR FINISH SCHEDULE801 - MARKET RATE SUITE 900 A.881A.101 DETAILS - ACCESSORIES S3.22 STUD AND DETAILS 2ND AVENUE, LEVEL 1 - SLAB PLAN A.900RAIL SCHEDULE INTERIOR DETAILS - WALLS, TYP SHARED 7 SHARED GARAGE E.V VAN ACCESSIBLE STALL - EAST 1 1% GARAGE - RESIDENTIAL - EAST 72 26% MSMITH@GEOENGINEERS.COM EBF SHARED GARAGE ACCESSIBLE STALL - EAST 1 1% 272 A.850 SEATTLE, WA 98104 A.075 INTERIOR FIXTURE SCHEDULES - INTERIOR UNIT FIXTURES S3.23 CONCRETE DETAILS A.882A.102 DETAILS - -ACCESSORIES 1 TYP. EC SHARED GARAGE COMPACT STALL EAST 2 - SLAB PLAN 12 17% LEVEL A.901 INTERIOR DETAILS WALLS SHAFTS, TYP 1 TYP. TERNATIONAL BUILDING CODE WITH WASHINGTON 260D EL SHARED GARAGE STANDARD STALL - EAST 22 31% CONTACT: CHRIS DUVALL 36 PARKING STRUCTURED GUEST EAST BUILDING A.076 INSULATION, SHEET METAL & FASTENER SCHEDULE A.890A.120 ENLARGED DETAILS S3.30 CONCRETE SCHEDULEDETAILS AND DETAILS 8 STRUCTURALENGINEER DMENTS LEVEL P1 - FLOOR72 PLAN A.902 KEY BEAMINTERIOR - FIRE TOTAL: STALL TYPE COUNT WALL % - 2HR 206-343- 0460 (tel) PARKING - TOTAL RESIDENTIAL STALLS - EAST BUILDING A.100 LEVEL P1 - SLAB PLAN A.891 ENLARGED DETAILS S4.1 EXISTING TYPICALLEVEL MASONRY DETAILS LOBBY 0 COUGHLIN PORTER LUNDEEN - RESIDENTIAL - EAST 42 15% A.130 LEVEL 1 - FLOOR PLAN SURFACE A.905 .VAN GUEST VANINTERIOR DETAILS - UNIT DETAILS - SOFFITS, A.850 TYP ACCESSIBLE STALL - EAST 1 6% CHRISD@CPLINC.COM STRUCTURED - RESIDENTIAL - EAST 158 58% C GUEST COMPACT STALL - EAST 13 76% 801 2ND AVENUE, SUITE 900 A.101 LEVEL 1 - SLAB PLAN A.900 INTERIOR DETAILS - WALLS, TYP SHARED S5.1 CONNECTION STEEL CANOPY DETAILS PER SURVEY; GARAGE - RESIDENTIAL - EAST 72 26% STALL - EAST 18% GRAVEL PATH A.140 LEVEL 2 - FLOOR PLAN A.907 L GUEST STANDARD INTERIOR DETAILS - UNIT 173DETAILS - DOORS, TYP 272 SEATTLE, WA 98104 A.102 LEVEL 2 - SLAB PLAN A.901 INTERIOR DETAILS - WALLS SHAFTS, TYP S6.1 CONNECTING TYPICALTOTAL: WOOD FRAMING DETAILS TO PROPERTY 1 TYP. 33 3FLOOR LINE MECHANICALENGINEER CONTACT: CHRIS DUVALL PARKING - STRUCTURED GUEST - EAST BUILDING PLAN A.150 LEVEL 3 A.908 INTERIOR DETAILS UNIT DETAILS GLULAM CONNECTIONS, TYP 8 A.120 LEVEL P1 - FLOOR PLAN A.902 KEY INTERIOR DETAILS - FIRE S6.2 TYPICAL WOOD FRAMING DETAILS 32 STALL TYPE COUNT WALL % - 2HR PARKING - SURFACE STALLS - ALLOCATED TO EAST GUESTS 206-343- 0460 (tel) ENTIAL GLUMAC LEVEL LOBBY 3 KEY STALL TYPE COUNT DETAILS % LEVEL 4 - FLOOR A.911 FRAMING INTERIOR DETAILS - UNIT - DOOR MATRIX - PATIO (TYP.) A.130 LEVEL 1 - FLOOR PLAN A.905A.160 DETAILS - UNIT PLAN DETAILS - SOFFITS, A.850 TYP S6.3 FLOOR DETAILS .VAN GUEST VANINTERIOR ACCESSIBLE STALL - EAST 1 6% CHRISD@CPLINC.COM LEVEL 1 C GUEST COMPACT STALL - EAST 13 76% 1601 5TH AVENUE, SUITE 2210 A.864 EG.V GUEST SURFACE VAN ACCESSIBLE STALL - EAST 2 1 11% L GUEST STANDARD STALL - LEVEL EAST 3 18% A.170 5 FLOOR PLAN A.140 LEVEL 2 - FLOOR PLAN A.907 INTERIOR DETAILS UNIT DETAILS DOORS, TYP S6.4 ROOF FRAMING DETAILS EGV GUEST SURFACE STANDARD STALL - EAST 8 89% TOTAL: 17 SEATTLE, WA 98101 33 TOTAL: 9 MAPMECHANICALENGINEER A.150 LEVEL 3 - FLOOR PLAN S6.5 DETAILS A.908A.180 INTERIOR DETAILS - UNIT PLAN DETAILS - GLULAM CONNECTIONS, TYP 97'-0" 79'-0" 75'-0" LEVEL 6 - FLOOR UNITSFRAMING 5'-0" WOOD CONTACT: MAX WILSON 32 PARKING - SURFACE STALLS - ALLOCATED TO EAST GUESTS GLUMAC MIN. SIDE YARD 3 KEY STALL TYPE COUNT DETAILS % A.160 LEVEL 4 - FLOOR PLAN A.911A.200 INTERIOR DETAILS - DOOR MATRIX - PATIO (TYP.) S6.6 SETBACK WOOD FRAMING DETAILS PARKING - TOTAL STALLS - EAST BUILDING ROOF PLAN- UNIT A.U.000 TYPICAL UNIT KEY PLANS 206-262- 1010 (tel) LEVEL 1 1601 5TH AVENUE, SUITE 2210 SURFACE - RESIDENTIAL - EAST 42 14% A.864 EG.V GUEST SURFACE VAN ACCESSIBLE STALL - EAST 2 1 11% INCREASED 10'-0" SHEAR WALL SCHEDULE AND DETAILS 6 A.170 LEVEL 5 - FLOOR PLAN S6.7 SURFACE - GUEST - EAST 9 3% MWILSON@GLUMAC.COM SIDE YARD1 A.300 BUILDING ELEVATIONS A.U.002A UNIT PLAN - STUDIO - S02 EGV GUEST SURFACE STANDARD STALL - EAST 8 89% - EAST FACADE SEATTLE, WA 98101 STRUCTURED - RESIDENTIAL - EAST 158 53% SETBACK TOTAL: 9 OWNER: THE WOLFFCOMPANY (15' TOTAL A.180 LEVEL 6 - FLOOR PLAN UNITSA.301 STRUCTURED - GUEST - EAST 17 6% A.850 CONTACT: MAX WILSON BETWEEN 2 ADDRESS: 11725 NE118TH STREET BUILDING ELEVATIONS - NORTH FACADE A.U.002B UNIT PLAN - STUDIO - S02 SHARED GARAGE - RESIDENTIAL - EAST 72 24% 5 SIDE YARDS) PARCELNO: 282605-9018 298 PARKING - TOTAL STALLS - EAST BUILDING A.200 ROOF PLAN A.U.000 TYPICAL UNIT KEY PLANS 206-262- 1010 (tel) SURFACE - RESIDENTIAL - EAST 42 14% A.302 BUILDING ELEVATIONS - WEST FACADE A.U.101A UNIT PLAN - 1 BED - A01 5 SOUTH LOT AREA 6 SURFACE - GUEST - EAST 9 3% ELECTRICAL MWILSON@GLUMAC.COM A.300 BUILDING ELEVATIONS - EAST FACADE ENGINEER A.U.002A UNIT PLAN - STUDIO - S02 AFTER LOT LINE 1 PARKING - BIKE STRUCTURED - RESIDENTIAL - EAST 158 53% 2ELEVATIONS ADJUSTMENT A.303 BUILDING SOUTH FACADE A.U.101B UNIT PLAN 1 BED A01 A.554 STRUCTURED - GUEST - EAST 17 6% GLUMAC KEY STALL TYPE COUNT % A.850 A.301 BUILDING ELEVATIONS - NORTH FACADE A.U.002B UNIT PLAN - STUDIO - S02 SHARED GARAGE - RESIDENTIAL - EAST 72 24% 322,093 SF 5 B ACCESSIBLE 3 5% 298 (7.39 acres) A.304 UNIT PLAN BUILDING - NOTCH FACADES A.U.102B 1601FACADE 5TH AVENUE, SUITE 2210 B HANGING UNIT PLAN - 1 BED - A02 60 95% A.302 BUILDING ELEVATIONS - WEST A.U.101A - 1 BEDELEVATIONS - A01 5 TOTAL: 63 ELECTRICAL ENGINEER GLULAM COL COVERED SEATTLE, WA 98101 PARKING - BIKE SECTIONS FULL LOT AREA AFTER A.400 BUILDING A.U.104A BBQ UNITAREA PLAN - EASEMENTS; 1:BED - A04 A.303 BUILDING A.U.101B UNITSTALL PLAN - 1 BED - A01 RE: SURVEY A.554 ELEVATIONS - SOUTH FACADE GLUMAC KEY TYPE COUNT % ROAD EXTENSION SEE SHEET G.114 CONTACT: MARC JACQUES B ACCESSIBLE 3 5% 477,559 SF BEYOND A.401 BUILDING SECTIONS A.U.104B UNIT PLAN 1 BED A04 A.304 BUILDING ELEVATIONS - NOTCH FACADES A.U.102B UNIT PLAN 1 BED A02 1601 5TH AVENUE, SUITE 2210 B HANGING 60 95% SI TE GENERAL NOTES: (10.96 acres) TOTAL: 63 206 -262 1010 (tel) GLULAM COL SITE INFORMATION IS BASED ON 'BOUNDARY AND TOPOGRAPHICAL SURVEY" SEATTLE, WA 98101 A.400 BUILDING SECTIONS A.U.104A - 1SECTIONS BED - A04 & ENLARGED ELEVATION - TYPICAL CONDITIONS A.450 UNIT PLAN WALL A.U.105A UNITINC.PLAN - 1(206) BED BY BUSH, ROED & HITCHINGS, DATED 02/16/2017 323-4144- A05 MJACQUES@GLUMAC.COM CONTACT: MARC JACQUES BEYOND 1. SITE ORIENTATION PLAN SHOWS GENERAL SITE, BUILDING, CIRCULATION, AND AMENITY LAYOUTS AND 324'-4" FRONT YARD SETBACK A.401 BUILDING SECTIONS A.U.104B UNIT PLAN - 1SECTIONS BED - A04 & ENLARGED ELEVATION INFORMATION. DRAWING INTENDED-TO1BEBED COMPREHENSIVE BUT TO INDICATE GENERAL AREA SI TE GENERAL NOTES: A.451 WALL - TYPICAL CONDITIONS A.U.105B UNITIS NOT PLAN - A05 AND SCOPE OF WORK. REFER TO CIVIL, LANDSCAPE, AND ELECTRICAL SITE PLANS FOR ADDITIONAL SITE 206-262- 1010 (tel) SITE INFORMATION IS BASED ON 'BOUNDARY AND TOPOGRAPHICAL SURVEY" INFORMATION 12 A.450 WALL SECTIONS & ENLARGED ELEVATION - TYPICAL CONDITIONS A.U.105A UNITINC.PLAN - 1SECTIONS BED BY BUSH, ROED & HITCHINGS, DATED 02/16/2017 (206) 323-4144- A05 INTERIOR DESIGNER A.452 WALL & ENLARGED ELEVATION - EAST FACADE A.U.106B UNITOWNER: PLAN - LLC1 BED - A06 MJACQUES@GLUMAC.COM OWNER: CITY OF KIRKLAND PARMAC 116 OWNER: BETA HOLDINGS LTD PARTNERSHIP SIM 1. SITE ORIENTATION PLAN SHOWS GENERAL SITE, BUILDING, CIRCULATION, AND AMENITY LAYOUTS AND ADDRESS: N/A ADDRESS: 11615 NE 116th ST 98034 ADDRESS: 11801 NE 116th ST 98034 INFORMATION. DRAWING INTENDED-TO1BEBED COMPREHENSIVE BUT TO INDICATE GENERAL AREA A.451 WALL SECTIONS & ENLARGED ELEVATION - TYPICAL CONDITIONS A.U.105B UNITIS NOT PLAN - A05 PARCEL NO: 3326059150 PARCEL NO: 3326059074 PARCEL NO: 3326059152 KATERRADESIGN A.851 AND SCOPE OF WORK. REFER TO CIVIL, LANDSCAPE, AND ELECTRICAL SITE PLANS FOR ADDITIONAL SITE A.453 WALL SECTIONS & ENLARGED ELEVATION EAST FACADE A.U.201B UNIT PLAN 2 BED B01 INFORMATION 12 INTERIOR DESIGNER A.452 WALL SECTIONS & ENLARGED - EAST FACADE A.U.106B UNIT PLAN - 1 BED - A06 901ELEVATION 5TH AVENUE, SUITE 3210 1 SIM A.454 WALL SECTIONS & ENLARGED ELEVATION A.U.203B UNIT PLAN - 2 BED - B03 KATERRADESIGN A.851 - EAST FACADE F WA -98104 A.453 WALL SECTIONS & ENLARGED ELEVATION EAST FACADE A.U.201B UNIT PLAN - 2 BED - B01 SEATTLE, 1 SITE PLAN 1" = 40'-0" A.455 UNIT PLAN WALL SECTIONS & ENLARGED ELEVATION - NORTH FACADE A.U.206B UNIT PLAN - 2 BED - B06 G.101 SCALE: 901 5TH AVENUE, SUITE 3210 1 510 CARRIE CONTACT: A.454 ELEVATION - EAST SMITH FACADE A.U.203B - 2 BED - B03 1/4" WALL = 1'-0"SECTIONS & ENLARGED SCALE: A.553 F WA 98104 WALL TO SEATTLE, 1 3 A.456 WALL A.U.207B UNIT PLAN - 2 BED - B07 425-213 -6467 (tel) A.455 WALL SECTIONS & ENLARGED ELEVATION - NORTH FACADE A.U.206B UNIT PLAN - 2SECTIONS BED - B06 & ENLARGED ELEVATION - WEST FACADE BEYOND @ 510 CARRIE SMITH CONTACT: DECK DTL SEE INTERIORS SHEETS FOR PARTIALA.910 WALL HEIGHTS, MATERIAL TRANSITIONS TO CARRIE.SMITH@KATERRA.COM 1 A.457 UNIT WALL ENLARGED ELEVATION -WALL WEST FACADE A.U.208A UNIT PLAN - 2 BED - B08 3 A.456 WALL SECTIONS & ENLARGED ELEVATION - WEST FACADE A.U.207B PLAN -CALLOUTS 2SECTIONS BED - B07 &&FLOOR 425-213-6467 (tel) 1

S1.1 S1.2 S1.3 S1.4 S2.0 S2.1 S2.2pt S2.2w S2.3 S2.4 S2.5 S2.6 S3.1 S3.2 S3.3 S3.4 S3.10 S3.11 S3.12 S3.20 S3.21 S3.22 S3.23 S3.30 S4.1 EXISTING S5.1 CONNECTION PER SURVEY; GRAVEL PATH S6.1 CONNECTING TO PROPERTY LINE S6.2 S6.3 S6.4 S6.5 5'-0" SIDE YARD S6.6 MIN. SETBACK 10'-0" S6.7 INCREASED SIDE YARD

There are several conflicts with the F

165

170'-0"

DATA

SURVEY BUSH ROED AND HITCHINGS, INC 2009 MINOR AVE EAST SEATTLE, WA 98102 CONTACT: TAYLOR SCHULTE 206-323- 4144 (tel)

EXTERIOR DETAILS - WINDOWS - TYPE V (TYP.)

ZONING TYPE: TL 10B; TOTEM LAKE BUSINESS DISTRICT 6 CASEWORK CLOSET A.831 EXTERIOR DETAILS - WINDOWS- TYPE V - STOREFRONT (TYP.) A.554 BUILDING CODE: CASEWORK DETAILS A.833 2015 INTERNATIONAL EXTERIOR DETAILS WINDOWS - TYPE I,V - STOREFRONT, TYP BUILDING CODE WITH-WASHINGTON WASHER DRYER AMENDMENTS A.840 DRYER DETAILS EXTERIOR DETAILS - WATERPROOFING SEQUENCING, TYP WASHER LEGALDESCRIPTION:

A.U.701 A.U.702 A.U.712 A.U.715

210

PODIUM DECK

2,881 SF 28, OF THE SOUTHWEST QUARTER OF SECTION ORTH, RANGE 5 EAST, W. M., IN KING COUNTY, REFER TO THE SURVEY FOR FULL LEGAL

A.830

SEE INTERIORS DRAWINGS FOR UNITS ABOVE ACCESSORY PARKING. A.800 APARTMENT EXTERIOR DETAILS - FOUNDATIONS, TYP G.302 DIAGRAMS FURNITUREACCESSIBILITY LAYOUT, BUILT-INS, AND - DOORWAYS A.805 EXTERIOR DETAILS - ROOFS, TYP PROJECT ADDRESS: SOFFIT LOCATIONS/ HEIGHTS G.303 ACCESSIBILITY DIAGRAMS - PUBLIC SPACE A.806 11725 NE 118TH EXTERIOR DETAILS ST, KIRKLAND, WA 98034 - ROOFS (TYP.) A.554 G.304 EXTERIOR ACCESSIBILITY DIAGRAMS - TYPE A A.820 TAX ACCOUNTNUMBERS: DETAILS - DOORS - TYPE V - BALCONY/PATIO ACCESSIBILITY DIAGRAMS A METAL (TYP.) 282605-9018-04; 282605-9085-02 A.821G.305 EXTERIOR DETAILS - DOORS - TYPE V- TYPE - HOLLOW ACCESSIBILITY DIAGRAMS B METAL, TYP A.822G.306 EXTERIOR DETAILS - DOORS - TYPE I--TYPE HOLLOW ZONING: ACCESSIBILITY DIAGRAMS TYPE B A.830G.307 EXTERIOR DETAILS WINDOWS TYPE V (TYP.) ZONING TYPE: TL 10B; TOTEM LAKE BUSINESS DISTRICT 6 A.831 EXTERIOR DETAILS - WINDOWS- TYPE V - STOREFRONT (TYP.) A.554 BUILDING CODE: A.833ARCHITECTURAL EXTERIOR DETAILS WINDOWS - TYPE I,V - STOREFRONT, TYP 2015 INTERNATIONAL BUILDING CODE WITH-WASHINGTON AMENDMENTS A.840A.000 EXTERIOR DETAILS - WATERPROOFING TYP ASSEMBLIES - EXTERIOR WALLSEQUENCING, CORES LEGALDESCRIPTION: A.841 THAT PORTION EXTERIOR DETAILS - WATERPROOFING SEQUENCING, TYP OF THEASSEMBLIES SOUTHWEST QUARTER SECTION 28, A.001 - OF CONCRETE & MASONRY TOWNSHIP 26 NORTH, RANGE 5 EAST, W. M., IN KING COUNTY, 3 A.842 WASHINGTON. EXTERIOR DETAILS - PENETRATIONS (REFER TO THE SURVEY FOR FULL LEGAL A.010 ASSEMBLIES - INTERIOR WOOD FRAMED WALLS DESCRIPTION) A.843 EXTERIOR DETAILS - HOT RUBBER ASPHALT A.011 EXTERIOR ASSEMBLIES - INTERIOR WOOD FRAMED WALLS A.844 DETAILS - AC PORTS PARKING - STRUCTURED - EAST BUILDING ASSEMBLIES - INTERIOR METAL FRAMED WALLS A.845A.012 EXTERIOR KEY STALL TYPEDETAILS - EXHAUST % VENTS 35 TYP. -COUNT LEVEL 1 ASSEMBLIES FLOOR-CEILING .BFL ACCESSIBLE STALL 3 2% A.850A.020 DETAILS TYPE I 7 .VAN VAN ACCESSIBLE STALL 1 1% C COMPACT STALL - EAST 26 16% SIM ASSEMBLIES - ROOF-CEILING A.851A.030 - TYPE I L STANDARDDETAILS STALL - EAST 53 34% R A.813 83 11 TYP. LEVEL P1 801 A.852A.040 DETAILS - TYPE I DOOR SCHEDULES .BFL ACCESSIBLE STALL 2 1% 7 1 STALL - EAST 44 28% A.554V 7 A.854 C COMPACT DETAILS - TYPE

ENERGY CODE COMPLIANCE ENERGY CODE COMPLIANCE CIVIL ENGINEER

OWNER: NION 2 LLC ADDRESS: 11511 NE 118th ST 98034 PARCEL NO: 3890600130

G.272 G.273

MELISSAW@RUNBERG.COM

180'0"

ONAL BUILDING CODE WITH WASHINGTON

RIPTION:

G.301 GENERAL ACCESSIBILITY DIAGRAMS CONSTRUCTION OF 6 STORY RESIDENTIAL BUILDING WITH 205

SEATTLE, WA 98102 SEATTLE, WA 98104 G.270 NGTON. (REFER TOWECHSLER THE SURVEY FOR FULL LEGAL ENERGY PLAN DIAGRAMS CONTACT: TAYLOR SCHULTE CONTACT: MELISSA IPTION) G.271 ENERGY SECTION DIAGRAMS 206-956- 1970 (tel) 206-323- 4144 (tel)

ODE:

Below: Project Render (by o 9

COVER The Lifebridge development consists of 3 apartment A.871 OPP. Project - Lifebridge Multifamily Apartments, Kirkland, WA 1 SIM. A.871 buildings and an open parking structure. Cross The Lifebridge develo G.0 Project - Lifebridge Multifamily Apartments, Kirkland, WA Scale/Type - 3 Building (700,000 Total SF), 5 & 6 Stories, Type V-A over TypeCLEARI-A Laminated Timber (CLT) floor systems were utilized to an ope buildings and Firm - Katerra Scale/Type - 3 Building (700,000 Total SF), 5 & 6 Stories, Type V-A over Type I-A spaces 11 1/2" and were left exposed in enhance amenity Laminated Timber (CL VIF Year - 2018 through 2020 Firm - Katerra apartments to elicit a biophilic connection to theamenity spa enhance ALIGN FIREPLACE INTAKE ALIGN ENLARGED DETAIL - FIREPLACE VENT environment surrounding the site. SIZE PER MANUF. 11 natural Position Project Architect 4 A.554 Year - 2018 through 2020 apartments to elicit a BUILDING ELEVATION - PAVILION - SOUTH FACADE A.547

SF32

CLEAR

12.5" DIA. PENETRATION (CONFIRM W/ MFR)

11 1/2" VIF

ALIGN

FIREPLACE INTAKE SIZE PER MANUF.

ALIGN

4 A.851

1/2" = 1'-0" SCALE:

A.554

A.851

1/4" = 1'-0" SCALE:

Position - Project Architect BUILDING ELEVATION - PAVILION - SOUTH FACADE 5

A.554

1/4" = 1'-0" SCALE:

VENT 11 ENLARGED DETAIL - FIREPLACE natural

A.554

1/2" = 1'-0" SCALE:

environment s

4 FS.007

O MM MA

D TH

E RIV 2 FS.007

BLUE SKY LANE

RETAINING WALL BELOW, SEE CIVIL

ENCLOSED CLUBHOUSE CONNECTION BELOW

AR 34 T 5s f BR EA K

SV YD C. .

FL E 30 X 0s f

2N CO D NF ./

JA N.

EL EC . TH EA 65 TER 0s f

M PO E

M EC H.

LA UN DR Y

M UL TIP 59 URP 0s O SE f

KIT CH EN

RETAINING WALL BELOW, SEE CIVIL

EX H KIT IBIT CH IO EN N

LO UN GE LO B

CA DIN SU A IN L G W AL 10 KER 0s f

RM 22 . 5s f

M KT G.

HO ST ES S DIN PO IN RC G H

FO DIN RM A IN L G

BIS T 70 RO 0s f

HO S

BU M S. G 10 R. 0s f

PIT AIL IT Y

M KT G. W O RO RK O 20 M 0 EX sf DIR EC .1 . sf 65

M AIL

LO HU UN B / GE W EL LN 15 ES 0s S f AC T. 85 DIR sf . FIT N 13 ESS 35 sf

DIR 13 . 5s f

PC K'G

SA L 61 ON 0s f

W AIT IN G

B06 A03

S01

B02

A05 A05 A03

A01

A05

ENCLOSED CLUBHOUSE CONNECTION BELOW

B06

TRASH

AUGUST LANE

IDE W

OKS

PR DIN IVA T IN E 40 G 0s f

BRO

ILD IN G

RETAINING WALL BELOW, SEE CIVIL

MAINTENANCE

B06

A01

A05

A02

A05

B02

1 FS.007 B04

A02

A03

B04

LANDSC AP SCREEN E/ ING

B06

35' - 0"

B06

10' - 0"

40' - 0"

RETAINING WALL BELOW, SEE CIVIL

CLEAR NIGHT

DRIVE

3. Feasibility Study Firm: Katerra Location: Bend, OR Project Year: 2018

LUBHOUSE FROM NORTH SITE ENTRANCE

I have led various yield studies on prospective properties, vetting the feasibility of parcels by analyzing zoning, utility easements, local design guidelines and covenants to the deed. The challenges of each site are unique, and I take the topography and surrounding context as design inspiration for form and architectural expression of our proposal.

(Left) Schematic Design Site Plan

D CONTEMPORARY MATERIALS B. BARN INSPIRATION (Below) Design Development Renders,

by others

C. COLLECTION OF SIMPLE FORMS

D. COVERED PORCHES

E. HEAVY TIMBER ACCENTS

(Right) Yield study sketch from client

A E

A C

B A

PROFESSIONAL WORK

4. Design Review Submission

Firm: RMC Architects Location: Bellingham, CA Project Year: 2021, ongoing The vision for this project is to provide a welcoming gathering point for the community. Be it a school board meeting in the professional development center or a meeting with the superintendent, the large central atrium will create an inviting space for all to enjoy. Focus on daylight access, sustainable building systems and biophilic materials will result in a building that embodies the school district’s commitment to high quality education.

PROFESSIONAL WORK

(Left) Design Review rendering (Photoshop) (Above) Main Level Floor Plan (Right) Interior rendering

5. Nordstrom Facade Design Dev. Firm: Callison Location: San Diego, CA Goals: Design a dynamic metal panel rain screen, emulating precast concrete panels Precast concrete panels are heavy and expensive to customize. We developed a metal panel alternative that provided the visual diversity at a lower cost to the client. I developed a Revit family that allowed design modifications with ease. The model automatically updated panel layout and elevation finishes, streamlining the design process. (Left)Rendering of main facade, by others (Above) Precast material precedent (Below Center) Design development on trace (Right) Metal panel section + Mock-up

1-1/2”

1/2” 1” 1-1/2”

8” 1-0”

1/2”

7 1/2” 6 1/2”

Sandblasted Smooth

1”

4 1/2”

Polished Burnished

5 1/2”

PROFESSIONAL WORK

(Left) Project rendering, V-Ray and Rhinoceros (Right) Program and Form Diagrams

6. Healthy Density in CDMX Organization: Univ. of Washington Location: Mexico City, Mexico Goals: Combat sprawl and retaining quality urban spaces The Metropolitan area of Mexico City has a population of over 20 million people, and continues to expand at an astounding rate. To densify the neighborhood and promote a pedestrian friendly environment, the design is a mixed-use program, with an internal courtyard allowing access to light and air.

ACADEMIC WORK

M I X E D - U S E

HOUSING SOCIAL SERVICES PUBLIC RETAIL: BIKE SHOP & CAFE

(Above) Plan of Residential apartment layout (Right) Sectional shift of porches for privacy

LIGHT

AND

AIR

C O N T E X T U A L

6. Healthy Density in CDMX Organization: Univ. of Washington Location: Mexico City, Mexico Goals: Combat sprawl and retaining quality urban spaces Contextual Research: Living in Mexico City for 10 weeks gave us the opportunity to visit many housing projects with our Mexican architectural history professor. Most projects were overflowing with plant life and always created light and open spaces. This project has exterior corridors surrounding a central courtyard and large Jacaranda tree, a brilliant sight to see when in bloom.

ACADEMIC WORK

(Left) Sectional shift of porches for privacy (Above) Plan of Residential apartment layout (Right) Renderings, Rhino, VRay, Photoshop

(Left) Before and after, 6 weeks (Middle) Construction documents (Right) Opening day celebration

7. Pocket-Park Project

1/B

Organization: Univ. of Washington Location: Puente Piedra, Lima, Peru Goals: Increased access to safe play-space for younger children

85.75 cm

36 cm 49 cm

186 cm

168 cm

cm 168

1/D

Seven undergraduate students embarked on a 4-week program with the ambitious goal of designing and assisting in the construction of a community selected project.

40 cm

AC TED DIR

As instructor, my role was to facilitate the participatory design process between the students and residents, ensuring that we could deliver a quality project in time and on budget.

O T R

310 cm

PLATAFORMA DE MADERA

47 cm

140 cm MEDIDA TÍPICA DE LOS POSTES 4 cm

ACADEMIC WORK

12 cm

250 cm AREA DEL CAUCHO

140 cm

20 cm

109 cm

3 cm BAJO EL NIVEL DE 140 LA LOSA cm

257 cm 70 cm 60 cm

350 cm AREA DEL CAUCHO 3 cm BAJO EL NIVEL DE LA LOSA FIJADO CON PEGAMENTO SIKAFLEX 227

140 cm

90˚ DESDE MURO

140 cm

35 cm

162

65 cm

140 cm

TIERRA ABONADA

96 cm

350 cm DIMENSION DE LA LOSA SIN CAUCHO

TUBO DE PVC DE 4 PULGADAS PARA EL POSTE DE CERCO, PEGADO AL BORDE INTERIOR DEL BLOQUE INFERIOR, TÍPICO

1/C 25 cm

74 cm

1/F

140 cm

224 cm SARDINERO BLOQUES ALINEADOS

PORTÓN DE MADERA

1/G 1/E

40 cm

85 cm

TUBO DE PVC DE 6 PULGADAS

ESTACA DE PROPIEDAD

120 cm

NOTAS: 1) LA LOSA DE CONCRETO MIDE APROXIMADAMENTE 19.5 METROS CUADRADOS

DIMENSION DE LA LOSA 370 cm 585 cm

1/A 1/B

PLANO DEL PARQUE INFANTIL ESCALA 1:25

.5M