Savannah Ribeiro's Selected Works

SELECTED WORKS

Sel

SAVANNAH RIBEIRO

Sava

PROFESSIONAL

STUDENT

Purg House 1

The Re-Center 8

Ressurection Presbyterian

3

Transitional 9

Carolyn’s Kitchen Remodel

4

St. Benidict Chapel

Ramos ADU 5 Curry Triplex 6 William’s Addition 7

10

THE PURG HOUSE

The Purg House is a 3,000 sf home designed for an adventurous family looking to set down roots in Purgatory, Colorado, after traveling in a converted bus for the last few years. While living in the bus the couple collected two dogs, two kids and a cat, so they’re craving a little space! They want to maintain some aspects of tiny, nomadic living, within their somewhat spacious mountain home, so they are remaining “off grid” with their own water well, septic and energy production on the roughly 2 acre property. The site is special because of the ability to be off grid, while being within walking distance to a ski resort and hiking in public land right from their home. another fun aspect of this project is they’re doing most of the consruction themselves, so ironing out all the details of how the house goes together has been a greatly collaborative process between myself, the owner/builder, and their engineer.

West

Se

pt

ic

off

10

ft

n Ru

off

SAN JUAN NATIONAL FOREST

Ru n

20

off

ft

Ru n

ft 10

rD

y

tlie

wa

ive

Dr

An

r.

+ 5 FT

off

n Ru

ELEVATION 9000 FT - 5 FT

Roof | 31’ - 0”

Dormer | 23’ - 0”

Level 2 | 10’ - 0”

Level 1 | 0’ - 0”

|1| Garage | -12’ - 0”

South

East

North

sect.

D

16’ - 0”

sect.

F

sect.

E

sect.

D

5’ - 0”

sect.

F

sect.

E

52’ - 8”

12’ - 11 1/2” 12’ - 5 1/4”

201

01

01 01- ENTRY

Roof Slope 10:12

Roof Slope 10:12

07- DINING 02- BED 1

09- POWDER

04

11’ - 2”

08- KITCHEN

103

A B

A B

Roof Slope 18:12 Roof Slope 18:12

102

A B

104 103 03- BATH 1 101

06- LIVING

05

102

A B

202

101

102

05- LAUNDRY 04- BED 2

04

03

03

01

01

7’ - 6”

17’ - 3 3/4”

60’ - 7” sect.

D

sect.

E

sect.

F

sect.

D

sect.

E

sect.

F

sect.

D

sect.

E

sect.

F

sect.

D

sect.

E

sect.

F

27’ - 9”

13’ - 0”

12’ - 11 1/2”

03

02

12 - MASTER BED

101

A B

A B

38’ - 0” 36’ - 0”

101

101

22’ - 9 1/2”

11 - LOFT

OPEN TO BELOW

A B

A B 10- GARAGE

13- MASTER BATH

01

01

8’ - 2”

Roof Ridge 1”x Ridge Beam

Roof Ridge 1”x Ridge Beam

sect.

D

Metal standing seam roofing Weatherproof underlayment 1/2” Plywood sheathing Insulation (R-38) 2x6 Framing Window 6x6 Framing

Roof Ridge

1

sect.

F

Metal standing seam roofing Weatherproof underlayment 1/2” Plywood sheathing Insulation (R-38) 2x6 Framing Window 6x6 Framing

Double header Waterproof sealant Skylight

2

Roof Ridge

A5.01

Roof/Skylight Heder

A5.01

Metal standing seam roofing Weatherproof underlayment 1/2” Plywood sheathing Insulation (RATING) 2x6 Framing

Metal standing seam roofing Weatherproof underlayment 1/2” Plywood sheathing Insulation (RATING) 2x6 Framing

2x Blocking Rigid Insulation Insulation (RATING) 2x Blocking Concrete stem wall 14” I-Joist Joist hanger

2x Blocking Rigid Insulation Insulation (RATING) 2x Blocking Concrete stem wall 14” I-Joist Joist hanger

3 Roof/Stem Wall Connection Roof/Stem Wall Connection A5.01

sect.

E

Metal standing seam roofing Weatherproof underlayment 1/2” Plywood sheathing Insulation (R-38) Gypsum board

2

Metal standing seam roofing Weatherproof underlayment 1/2” Plywood sheathing Insulation (R-38) Gypsum board

sect.

E

sect.

F

Roof/Skylight Heder

A5.01

14” I-Joist Plywood Strapping 3/8“ Plywood sheathing 16” I-Beam

4

sect.

D

Double header Waterproof sealant Skylight

Finish floor Finish floor 3/8” Plywood subfloor 3/8” Plywood subfloor 1 1/2” Gypcrete (with radient heating) 1 1/2” Gypcrete (with radient heating) 1/2” Plywood subfloor 1/2” Plywood subfloor Insulation (R-19) Insulation (R-19)

A5.01

8’ - 2”

Main Floor Beam

4 A5.01

Main Floor Beam

14” I-Joist Plywood Strapping 3/8“ Plywood sheathing 16” I-Beam

1 1

Roof Roof Ridge Ridge 1”x1”x Ridge Ridge Beam Beam

Metal Metal standing standing seam seam roofing roofing Weatherproof Weatherproof underlayment underlayment 1/2”1/2” Plywood Plywood sheathing sheathing Insulation Insulation (R-38) (R-38) 2x62x6 Framing Framing Window Window 6x66x6 Framing Framing

Roof Roof Ridge Ridge

A5.01 A5.01

Metal Metal standing standing seam seam roofing roofing Weatherproof Weatherproof underlayment underlayment 1/2”1/2” Plywood Plywood sheathing sheathing Insulation Insulation (RATING) (RATING) 2x62x6 Framing Framing 2x Blocking 2x Blocking Rigid Rigid Insulation Insulation Insulation Insulation (RATING) (RATING) 2x Blocking 2x Blocking Concrete Concrete stem stem wallwall 14”14” I-Joist I-Joist Joist Joist hanger hanger

16'-0" 16'-0" Double trim rafters 5’ - 0”

5’ - 0”

13'-3 3/4"

3’ - 0”

Beam for 2’ canteliever

10” I-joists @16 oc

Double Header

2”x10” joist @ 16 oc

r

afte

4”x10” Beam (2, 2”x10”’s)

10” I-Beam

14” I- joist @ 16 oc

yR

e Vall

4”x10” Beam (2, 2”x10”’s)

14” I- joist @ 16 oc

Double Header

Double Header

2”x12” Ledger board

4”x10” Beam (2, 2”x10”’s)

Double Header

14” I- joist @ 16 oc

38’ - 0” 36’ - 0”

4”x16” I-Beam

2”x10” joist @ 16 oc

12” LVL@ 24” oc

Ridge Beam 1x10”

2”x10” joist @ 16 oc

38’ - 0”

Double Header

Double Header

4”x4” Post

2”x4” @ 16 oc

Metal Grate

Beam for 2’ canteliever 4”x4” Post

10” I-Beam

60'-6 7/8" 60'-6 7/8"

27’ - 9” 54’ - 1”

13’ - 9”

3’ - 0”

6x6 post

6x6 post

38’ - 0” 36’ - 0”

6x6 post

22’ - 8”

6x6 post 10” Beam

14” I-joists @ 24” oc

Un- Excavated

6x6 post

Knee wall

Concrete Slab

Un- Excavated

Metal standing seam roofing Weatherproof underlayment 1/2” Plywood sheathing Insulation (R-38 minimum) 2x6 Framing 2x Blocking Rigid Insulation 2x Blocking

Concrete Stem Wall 2'-6 1/4"

8’ - 4”

8’ - 2”

Metal Grate Walkway Metal Support Metal Angle Brace Metal Bracket R-19 Insulation 14” I-Joist Joist hanger Concrete stem wall

5 A5.02

Stem Wall

Metal standing seam roofing Weatherproof underlayment 1/2” Plywood sheathing Insulation (R-38) Gypsum board

Double header Waterproof sealant Skylight Footing 32” Below Grade

2

Roof/Skylight Heder

A5.01

Finish Floor 1/2” Subfloor 14” I-Joist 1/2” Gypsum Board

Concrete SLab on Grade 2” of Sand Course Gravel or Crushed Stone Existing Ground

Double header Waterproof sealant Skylight

6

8

A5.02

A5.02

Bolts

Finish floor 3/8” Plywood subfloor 1 1/2” Gypcrete (with radient heating) 1/2” Plywood subfloor Insulation (R-19)

14” I-Joist Plywood Strapping 3/8“ Plywood sheathing 16” I-Beam

|2|

RESSURECTION PRESBYTERIAN Working with Wilkey Architecture and Planning to put together permit documents for a church in Puyallup LINE OF FUTURE SANCTUARY AT REAR

HORIZONTAL SIDING 10" REVEAL

1

HORIZONTAL SIDING 6" REVEAL

HORIZONTAL SIDING 10" REVEAL

Wilkey Architecture and Planning, PLLC neitha@wilkeyarch.com 253.988.6443

32'-6"

PARAPET WALL

HORIZONTAL SIDING 6" REVEAL

SOUTH ELEVATION Scale: 1/8" = 1'-0"

12'-0"

12'-0"

12'-0" HORIZONTAL SIDING 10" REVEAL

HORIZONTAL SIDING 6" REVEAL

2

HORIZONTAL SIDING 6" REVEAL

HORIZONTAL SIDING 10" REVEAL

NORTH ELEVATION Scale: 1/8" = 1'-0"

PORTE COCHERE SEE SOUTH ELEVATION

FUTURE SANCTUARY

FUTURE SANCTUARY

PORTE COCHERE PRE-MA NUF. METAL STAIR WITH INTEGRAL ROOF

DROP OFF DRIVEWAY

COLUMN

RESERRECTION PRESBYTERIAN CHURCH 13812 86th Avenue E, Puyallup, WA

33'-10"

PARAPET WALL SUPPORTS PER STRUCTURAL

10/18/21

HORIZONTAL SIDING 10" REVEAL

HORIZONTAL SIDING 10" REVEAL

3

EAST ELEVATION

4

Scale: 1/8" = 1'-0"

1-HR RATED FLOOR-CEILINGL GA FILE NO. FC 5513 1-1/2" LT. WT. CONCRETE PLWD SHEATHING 16" TJI @ 16" O.C. (2) LAYERS 1/2" TYPE X GWB

WEST ELEVATION Scale: 1/8" = 1'-0"

1-HR RATED FLOOR-CEILINGL GA FILE NO. FC 5513 1-1/2" LT. WT. CONCRETE PLWD SHEATHING 16" TJI @ 16" O.C. (2) LAYERS 1/2" TYPE X GWB

FILLER PANEL BY JOIST MFR

BLOCKING @ 4'-0" O.C.

1-HR RATED WALL GA FILE NO. WP 3241 5/8" TYPE X GWB 2x4 @ 24" O.C. 3" MINERAL FIBER INSULATION 5/8" TYPE X GWB

1-HR RATED WALL GA FILE NO. WP 3241 5/8" TYPE X GWB 2x4 @ 24" O.C. 3" MINERAL FIBER INSULATION 5/8" TYPE X GWB

3/4" CEDAR BOARD, SEALED

CAULK AND SEAL JOINT

1-HR RATED WALL GA FILE NO. WP 3241 5/8" TYPE X GWB 2x4 @ 24" O.C. 3" MINERAL FIBER INSULATION 5/8" TYPE X GWB

(1) LAYER TYPE X EXT. GRADE WALL BOARD PERP. TO 2x10 (2) LAYERS TYPE X, EXT. GRADE WALL BOARD ALL SIDES, SECURE WIRE STEEL TIES @ 15" O.C. TRT 2x10 1/4" WELDED HEADED STUD 36" O.C. VERT.

8" HSS, SEE STRUCT.

1-HR RATED FLOOR-CEILINGL GA FILE NO. FC 5513 1-1/2" LT. WT. CONCRETE PLWD SHEATHING 16" TJI @ 16" O.C. (2) LAYERS 1/2" TYPE X GWB

CEDAR BASE TRIM BEVEL TOP EPOXY SEALANT 1" BEVEL TOP OF CONC.

1

NON LOADBEARING 1-HR WALL Scale: 3/4" = 1'-0"

2

NON LOADBEARING 1-HR WALL Scale: 3/4" = 1'-0"

3

NLB PARTITION @ 2ND FLOOR Scale: 3/4" = 1'-0"

4

NLB PARTITION @ 2ND FLOOR Scale: 3/4" = 1'-0"

5

COLUMN DETAIL Scale: 1:1

PRESBYTERIAN CHURCH venue E, Puyallup, WA

7"

9"

1-HR RATED FLOOR-CEILINGL GA FILE NO. FC 5513 1-1/2" LT. WT. CONCRETE PLWD SHEATHING 16" TJI @ 16" O.C. (2) LAYERS 1/2" TYPE X GWB

WRAP COLUMN WITH WATER RESISTANT BARRIER, STARTING AT TOP

Wilkey Architecture and Planning, PLLC neitha@wilkeyarch.com 253.988.6443

1-HR RATED WALL GA FILE NO. WP 3241 5/8" TYPE X GWB 2x4 @ 24" O.C. 3" MINERAL FIBER INSULATION 5/8" TYPE X GWB

SUSP. ACOUSTICAL CLG. SYSTEM

SUSP. ACOUSTICAL CLG. SYSTEM

SUSP. ACOUSTICAL CLG. SYSTEM

TABLE 721.1 (1) ITEM # 1-7.1 2018 IBC

SUSP. ACOUSTICAL CLG. SYSTEM

BLOCKING @ 4'-0" O.C.

B

D

C

C A3.2

E A3.2

231'-6" 59'-7" 7'-6"

9'-6"

9'-0"

34'-8"

12'-11"

12'-6"

17'-3"

111A

101 MEN'S

1 A4.3

E

S

E

TYP.

FEX

S

FEX A A3.2

117 MINISTRY CENTER

100D 11'-1"

6'-9"

8'-8"

3 A4.3

W N W

106A

12'-10"

6'-9" E

8"

12'-10"

14'-0"

116 STORAGE

100C

19'-0"

8"

18'-7"

N 2 A4.3

6'-9"

12'-0"

105 OFFICE

100B

100A

100F

106 PASTOR'S OFC

4 A4.1

2 A4.1 18'-0"

6'-8"

107 CLASS

105A

108 CLASS

116A

104 OFFICE

4'-0"

20'-0"

100 FOYER

107A

108A

5'-0"

N E

S

12'-6"

110A 103 HALL

4 A4.3

W UP

115A

2'-0"

3/7 A4.2 SIM.

110B

109A 8'-0"

103A

N

CUST. SINK

E

112A

6 A4.3 S

48'-0"

9'-6"

9'-6"

117D

9'-3"

6

117B

15'-8"

118

9'-2"

9'-6"

12'-7"

15'-10" 16'-1"

117C

6'-0"

6" 8'-3"

4'-3"

5 6

B A3.2 7'-1"

16'-5"

33'-0"

33'-0"

FIRST FLOOR PLAN

1.

2.

3.

4.

RESERRECTION PRESBYTERIAN CHURCH 13812 86th Avenue E, Puyallup, WA

D A3.2

E A3.2

1

22'-5"

112'-0"

59'-7"

ALL SOIL DISTURBED OR COMPACTED DURING CONSTRUCTION, AND NOT COVERED BY BUILDING OR WALKWAY, SHALL BE AMENDED WITH COMPOST. SCARIFY OR TILL EXISTING OILS TO A DEPTH OF 10 INCHES. PLACE AND ROTOTILL 1.75 INCHES OF AMENDMENT INTO THE TOP 6 INCHES SCARIFIED SOIL FOR A FINISHED DEPTH OF 12 INCHES OF UN-COMPACTED SOIL. AMENDED SOIL SHALL HAVE A MIN. DEPTH OF 8 INCHES, A MINIMUM 5% ORGANIC CONTENT AND A pH FROM 6.0 TO 8.O OR MATCH THE EXISTING PRE-DEVELOPED SOIL.

Scale: 1/8" = 1'-0"

WALL TYPES LEGEND C A3.2

WALL TYPE 1 - INTERIOR - GA FILE NO. WP 3614 5/8" TYPE 'X' GWB 2x4 @ 16" O.C. 5/8" TYPE 'X' GWB

WALL TYPE 2 - INTERIOR - GA FILE NO. WP 3661 5/8" TYPE 'X' GWB 2x6 @ 16" O.C., 2x8 AT WALL ALONG GRID LINE C SOUND BATT- MINERAL FIBER 5/8" TYPE 'X' GWB

WALL TYPE 3 - EXTERIOR - GA FILE NO. WP 8105 5/8" TYPE 'X' GWB VAPOR RETARDER 2x6 @ 16" O.C. R-21 BATT INSULATION 1/2" PLWD SHEATHING AIR INFILTRATION BARRIER CEMENTITIOUS SIDING

10/18/21

WALL TYPE 4 - EXTERIOR - GA FILE NO. WP 8105 5/8" TYPE 'X' GWB VAPOR RETARDER 2x8 @ 16" O.C. R-21 BATT INSULATION 1/2" PLWD SHEATHING AIR INFILTRATION BARRIER CEMENTITIOUS SIDING

A

B

C

D

BOTTOM OF FIXTURE AT 17'-0" VIEW THROUGH WINDOWS

1

1 SSSS S

(E)

(E)

S SS SS

OS 113

S

S

111

S

(E)

S

S E

+7'6 ABOVE LANDING

2

102 101

OS

115

112

SS

(E)

109

100

OS

110 OS (E)

S S

S

SSS

SSS

S

(E)

E

E

117

(E)

103 (E)

SS

OS

(E)

(E)

E

SSS

104

(E)

SSSSS S S

OS

(E)

106

107

SSSS

SSS

SSS (E)

108

S SSS

4

116

SS

COORDINATE FIXTURES WITH DUCTS

OS 105

(E)

5 S

118

E

6

E

6

LEGEND

1

FIRST FLOOR REF. CLG. PLAN

2x4 CLG GRID

Scale: 1/8" = 1'-0"

2' UNDERCAB. FLURESCENT, 17W 7806LBCQN 39 W PER FIXT;

DAYLIGHT ZONE 2 FIXTURES IN THIS ZONE TO BE CONTROLLED INDEPENDENTLY OF DAYLIGHT ZONE 1 AND GENERAL LIGHTING

GWB

OR

HVAC SUPPLY

OR

HVAC RETURN

HIGH BAY LED SUSPENDED FIXT. EXETER LED E3 SERIES W/RFEF. E3 L 100LM 35K MVOLT G2 ZT - AC22 84W DIMMABLE

2x2 LED FIXTURE, METALUX 22RTC-34-UNV-GL-L835-CD-X, LED, 29w, 7W EMERGENCY

DAYLIGHT ZONE 1 FIXTURES IN THIS ZONE TO BE CONTROLLED INDEPENDENTLY OF DAYLIGHT ZONE 2 AND GENERAL LIGHTING

MODIFLY WALL MOUNT 80 CRI, 5,000K, MFOWL85025WN04 19.3 W PER FIXT. RE-GEO-FM-910 XX 14"X14", 25W DIMMABLE 6" RECESSED LED, INDY L6 SERIES L6 45LM 35K + LB HN CS, 41.41W DIMMABLE

A.

B B. C. D.

E.

2 OPEN TO KITCHEN BELOW

114

201

S

(E)

(E)

S SS

209

S

SSS

S

3

202

207

S

206

E

S

E

200

208

S

(E)

S S

4 S SS

S SS

S SS S

SSS (E)

(E)

210 (E)

205

204

(E)

203

5

6

2

SECOND FLOOR REF. CLG. PLAN Scale: 1/8" = 1'-0"

C

3

AV MEZZANINE AND STORAGE Scale: 1/8" = 1'-0"

ELECTRICIAN TO REVIEW NREC LIGHTING FORMS. CHANGES MUST MEET THE MAX. ALLOWED LIGHTING PROPOSED LIGHTING MUST MEET MAX. ALLOWED. INSTALL LIGHT SWITCH ON LATCH SIDE OF DOOR UNLESS NOTED OTHERWISE ROOMS WITH MORE THAN ONE ENTRANCE TO HAVE 3-WAY SWITCHES. THE MAXIMUM LIGHTING POWER THAT MAY BE CONTROLLED FROM A SINGLE SWITCH SHALL NOT EXCEED THAT WHICH IS PROVIDED BY A 20 AMP CIRCUIT LOADED TO NO MORE THAN 80%.

ROOMS MEETING DAYLIGHTING REQUIREMENTS SHALL BE SWITCHED FOR SEPARATE CONTROL OF THE DAYLIGHT AREA. ROOMS LESS THAN 300 S.F. WITH AN OCCUPANCY SENSOR ARE EXEMPT.

ROOM NO.

ROOM NAME

100 101 102 103 104 105 106 107 108 109 110 111 112 113

FOYER MEN'S WOMEN'S HALL OFFICE OFFICE PASTOR'S OFC CLASSROOM CLASSROOM CLASSROOM NURSERY TLT. M/E ROOM SPRINKLER RM.

OCC SENSOR OCC SENSOR OCC SENSOR AUTO OFF MANUAL ON 100%

Y Y Y Y Y Y Y Y Y Y

Y Y

-

Y Y Y Y Y Y Y Y Y Y

Y Y Y Y Y Y Y Y Y Y

F.

E

EXIT SIGN W/ BATTERY BACK UP 5W MAX.

S

SINGLE POLE SWITCH

(E)

SYMBOL INDICATES FIXTURED TO BE WIRED FOR EMERGENCY EXIT LIGHTING

OS

OCCUPANCY SENSOR LED CHANDELIER, HEALTHCARE LIGHTING HPPS, 36" DIA. DRUM, DIMMABLE, 66W

GENERAL LIGHTING/ELECTRICAL NOTES

A

Wilkey Architecture and Planning, PLLC neitha@wilkeyarch.com 253.988.6443

(E)

SSS

3

DAYLIGHT ZONES SHALL USE DIMMING CAPABLE BALLAST AND CONTROLS TO CONTINUOUSLY DIM TO LESS THAN 20% OF RATED POWER MAX. SPACES REQUIRED TO HAVE MANUAL CONTROL SHALL HAVE AN AUTOMATIC, PROGRAMMABLE TIME SWITCH PROGRAMMABLE FOR 1 DAY TYPES AND HAVE BACKUP CAPABILITIES. LIGHTING CONTROLS SHALL UNDERGO COMMISSIONING PER WSEC SEC 1513.8, SEC 1416 AND RED. STD, 34.

PROVIDE O&M MANUAL. LIGHTING CONTROLS CONTRACTOR RESPONSIBLE FOR FUNCTIONAL TESTING. OCCUPANCY SENSORS @ ALL RESTROOMS TO TURN OFF 20 MIN. AFTER AREA HAS BEEN VACATED. ALL BATHROOM OUTLETS ARE GFI.

G.

H.

I. J.

LIGHTING CONTROLS SCHEDULE ROOM CONTROL REQUIREMENT DAYLIGHT AUTO LIGHT D-LIGHT RESPONSIVE ON/OFF REDUCTION ZONE 1 CONTROLS Y Y Y AUTO 50% Y Y Y Y Y Y Y Y CONT. DIM. Y Y Y CONT. DIM. Y Y Y CONT. DIM. Y Y Y CONT. DIM. Y Y Y -

MANUAL SWITCH

K. L. M. N.

EXCEPTION

Y Y Y Y Y Y -

114

STAIR

-

-

Y

-

Y

AUTO 50%

-

-

-

KITCHEN STORAGE MINISTRY CENTER

Y Y Y

Y Y Y

Y Y Y

Y Y Y

-

-

-

Y

Y

-

Y

AUTO 50%

118

STAIR

-

-

-

HALL WOMEN MEN MTG. ROOM MTG. ROOM MTG. ROOM MTG. ROOM MTG. ROOM ROOF ACCESS A/V MEZZANINE

Y Y Y Y Y Y Y Y Y

Y Y Y Y Y Y Y Y Y

Y Y Y Y Y Y Y

REMARK

D-LIGHT ZONE 2

115 116 117 200 201 202 203 204 205 206 207 208 209

COORDINATE LOCATION OF RECESSED FIXTURES WITH PLUMBING AND HVAC AND MUST BE IC RATED WHERE USED WITH INSULATION. DISPLAY AND ACCENT LIGHTING TO BE CONTROLLED SEPARATELY FROM GENERAL AND DAYLIGHT ZONES. LIGHTING ZONE: 4. PER TABLE C405.6.2(1) EXTERIOR LIGHTING CONTROL TO BE SET FOR DUSK-TO-DAWN USING A PHOTOSENSOR AND A TIME SWITCH. TIME SWITCH CAPABLE OF RETAINING PROGRAMING FOR 10-HOUR POWER LOSS.

C405.2.4 LESS THAN 2 FIXT. EACH DAYLIGHT ZONE SEP. SWITCH. C405.2.4 LESS THAN 2 FIXT. EACH DAYLIGHT ZONE SEP. SWITCH. EACH DAYLIGHT ZONE SEP. SWITCH. EACH DAYLIGHT ZONE SEP. SWITCH. EACH DAYLIGHT ZONE SEP. SWITCH. EACH DAYLIGHT ZONE SEP. SWITCH.

AFTER 20 MIN., RESTORE FULL POWER UPON ENTRY

RESERRECTION PRESBYTERIAN CHURCH 13812 86th Avenue E, Puyallup, WA

4

102 WOMEN'S

112 M/E ROOM

N W 4'-0"

A A3.2

113 RISER ROOM

111 TLT.

E

S

1 117A

115C

5 A4.3

110 NURSERY

33'-0"

15'-3"

20'-0"

109 CLASS

33'-0"

101A

2 A4.2

113A W

3

102A

1 A4.1

N

7'-6"

7'-11"

4 A4.2

2

16'-0"

1 A4.2

100E

1

8'-0"

17'-7"

115B

16'-1"

D A3.2 112'-0"

60'-0"

Wilkey Architecture and Planning, PLLC neitha@wilkeyarch.com 253.988.6443

B A3.2

60'-0"

A

10/18/21

AFTER 20 MIN., RESTORE FULL POWER UPON ENTRY

AUTO 50% Y Y Y Y Y Y Y Y Y

CONT. DIM. CONT. DIM. CONT. DIM. CONT. DIM. CONT. DIM. CONT. DIM.

Y Y Y Y Y Y

Y Y Y Y Y Y N

Y Y Y Y Y Y N

EACH DAYLIGHT ZONE SEP. SWITCH. EACH DAYLIGHT ZONE SEP. SWITCH. EACH DAYLIGHT ZONE SEP. SWITCH. EACH DAYLIGHT ZONE SEP. SWITCH. EACH DAYLIGHT ZONE SEP. SWITCH. EACH DAYLIGHT ZONE SEP. SWITCH.

|3|

RAMOS ADU

Designed anSHERIDAN ADU under the direction of Neitha Wilkey S. for her client.

10610 AVENUE ACESSORY D

2018 RESIDEN 1.

10'-0"

REAR SETBACK

SETBACK FOR SINGLE HEIGHT GARAGES

3'-0"

ANY CHAN OUT ON DR WSEC 201 PRESCRIP A PERMAN WITHIN 3' CONTRACT R-VALUE O COMPONE

25'-0"

PARKING SETBACK

2.

15'-0"

BUILDING SETBACK

6' HIGH WOOD FENCE

UPGRADE EXIST. 4" LINE TO 6" LINE TO SIDE SEWER

12'-0" PORCH SETBACK

ENVELOPE THE

EXISTING SEWER CLEAN OUT

PORCH SETBACK

AREA OF WORK UNDER SEPARATE PERMIT

10'-2"

4' HIGH CHAIN LINK FENCE

BATH AND KITCHEN ADDITION

AREA OF WORK UNDER SEPARATE PERMIT

DEMO EXIST. SHED EXIST. 6' HIGH WOOD FENCE

EXISTING HOUSE

CLIMATE ZONE CEILING: WALLS: FLOOR: VERT. WINDOWS DOORS EXT:

50'-0"

EXISTING SEWER LINE

S. SHERIDAN AVENUE

ACCESSORY DWELLING UNIT

5'-0"

CONNECT ADU TO EXISTING SEWER LINE

+28" PORCH SETBACK

CREDITSDESC 1 1.2 EF REQU 2

+28"

3.6 D OR M WALL MAX.

8'W x 25' L GRAVEL DRIVE WAY 6' HIGH WOOD FENCE DEMO FENCE FOR DRIVEWAY

GRAVEL DRIVEWAY

INSULATION INS

EXIST. GRAVEL DRIVEWAY

1.

106TH ST CT S

POWER FROM EXISTING POLE

2.

SITE PLAN -ADU 10610 S. SHERIDAN AVE. SCALE: 1/8" = 1'-0" NORTH

NOTE: THIS IS NOT A SURVEY. INFORMATION TAKEN FROM PUBLIC GIS AND PIERCE COUNTY ASSESSOR TREASURER INFORMATION PORTAL

3.

4.

ALL INSU MANUFA R-VALUE ALL INSU LABEL A VISIBLE U INSULAT CERTIFIC AND R-V SHALL S CONSPIC SEE ADD

HEATING

DUCTLESS MIN MITSUBISHI, MI DUCTLESS PAIR BTU/H 4,109 TYP. ROOF ASSEMBLY COMPOSITION SHINGLES WATER SHIELD OR BUILDING PAPER 1/2" ROOF SHEATHING R-49 BATT INSULATION TRUSS PER TRUSS MFR. VAPOR RETARDER 5/8" GWB

12 7

INSULATION BAFFLE MAINTAIN 1" AIR SPACE

2x2

SOFFIT BOARD

TYP. EXTERIOR WALL CEMENTOUS SIDING AIR INFILTRATION BARRIER 1/2" EXT. SHEATHING 2X6 A16" O.C. R-21 BATT INSULATION VAPOR RETARDER 5/8" GWB

DRIP FLASHING,TYP. BELLY BAND

TYPICAL FLOOR ASSEMBLY FIN. FLOOR 3 4 " SHEATHING WATER RESIST. @ BATHROOMS FLOOR FRAMING PER STRUCT. R-30 INSULATION W/ BACKING

6 MIL VAPOR RETARDER

1

SECTION

Wilkey Architecture and Planning, PLLC neitha@wilkeyarch.com 253.988.6443

2x BLOCKING

COR-A-VENT SOFFIT VENT

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

CEMENT SIDING

NIT WA

12'-0"

15'-0"

BUILDING SETBACK

PORCH

ENERGY CREDI

ELECTRICAL SYMBOLS

18'-0"

50 CFM FAN UNLESS NOTE OTHERWISE

2'-10"

6'-3"

5'-5"

3'-6"

WIRED SMOKE DETECTOR W/ BATTERY BACKUP 2

3

2'-3"

DUPLEX OUTLET GFI DUPLEX OUTLET

WR

1

9'-11"

SWITCH INDICATES 3-WAY

5'-11" 6'-3"

5'-11" DW

SSSS

2x BLOCKING

5

500 SF .6 SF

7'-11"

72.5 IN. SQ. PER VENT 6 435 IN. SQ OR 3 SF

TYP. EXTERIOR WALL CEMENTOUS SIDING AIR INFILTRATION BARRIER 1/2" EXT. SHEATHING 2X6 A16" O.C. R-21 BATT INSULATION VAPOR RETARDER 5/8" GWB

1

ROOF PLAN

2

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

4'-3"

5'-10"

FLOOR PLAN Scale: 1/4" = 1'-0"

DRIP FLASHING,TYP. BELLY BAND

TYPICAL FLOOR ASSEMBLY FIN. FLOOR 3 4 " SHEATHING WATER RESIST. @ BATHROOMS FLOOR FRAMING PER STRUCT. R-30 INSULATION W/ BACKING

6 MIL VAPOR RETARDER

1

SECTION Scale: 1/2" = 1'-0"

NORTH ELEVATION

1

2

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

EAST ELEVATION Scale: 1/4"= 1'-0"

COMPOSITION ROOF

RAMOS ACCESSORY DWELING UNIT 10610 SHERIDAN AVE, TACOMA, WA

CEMENT SIDING

ELEVATIONS AND SECTIONS RAMOS ACCESSORY DWELING UNIT

SOFFIT BOARD

SEE LOCATIONS ON FOUNDATON PLAN

Wilkey Architecture and Planning, PLLC neitha@wilkeyarch.com 253.988.6443

COR-A-VENT SOFFIT VENT

1 A3.1

4

3'0"x 6'8"

2x2

WH

7 2

COR-A-VENT SOFFIT VENT 30 LF EA. SIDE x 10 IN.SQ = 300 IN SQ. (2) = 600 IN. SQ > 202 IN. SQ.

W/D

12

4'-6"

INSULATION BAFFLE MAINTAIN 1" AIR SPACE

FOUNDATION VENT CALCS.

1

S 2

1 A3.1

SS

"

'8

x6 '4"

30'-0"

LIN.

6'-8"

TYP. ROOF ASSEMBLY COMPOSITION SHINGLES WATER SHIELD OR BUILDING PAPER 1/2" ROOF SHEATHING R-49 BATT INSULATION TRUSS PER TRUSS MFR. VAPOR RETARDER 5/8" 1GWB A5.1

ATTIC VENT CALCS.

CONDITIONED FLOOR AREA: 1 SF PER 1500 SF OF FLOOR AREA WITH 1 PERM VAPOR RETARDER GIBRALTAR FOUNDATION VENT 16"x6" VENTS PROVIDED: TOTAL VENTING PROVIDED:

S

DBL 2'8"x 6'8"

S SS

NOTE: 1. ELECTRICAL IS SCHEMATIC. VERIFY ALL LOCATIONS AND TYPES OF CONTROLS WITH OWNER. 2. VERIFY ALL OTHER ELECTRICAL AND LOW VOLTAGE NEEDS. 3. LIGHT FIXTURES TO BE COORDINATED WITH OWNER. 4. ALL ELECTRICAL WORK TO BE DONE BY A LICENSED ELECTRICIAN

RIDGE VENT COR-A-VENT V-400 RIDGE VENT 17 IN.SQ. OF NFVA PER FOOT 27 LF x 17 IN.SQ. = 459 IN.SQ.

1

5'-9"

2'-5" 2'-0"

WATER RESISTANT

2'8"x 6'8"

RECESSED LED

2'8"x 6'8"

WP

8'-5"

PENDANT LIGHT FIXTURE WALL MTD. FIXTURE

DBL 2'8"x 6'8"

S

A

PE

08/06

3

SOUTH ELEVATION Scale: 1/4" =1'-0"

4

A3.1

WEST ELEVATION Scale: 1/4" = 1'-0"

PERMIT SET

|4|

CAROLYN’S KITCHEN Kitchen remodel with Settle in the Sound.

3'-3"

RAD 2'-6"

3'-0"

Studio

1'-6"

2'-6"

1'-8"

0'-4"

3'-3 41"

2'-6"

3'-0"

3'-1 41"

2'-0 43"

2'-0"

1'-6"

2'-6"

1'-8"

0'-4"

3'-3 41"

2'-0"

CAROLYN’S KITCHEN

3'-3"

Scale

1/4” = 1’

Date

19 October 2021

Drawings Prepared by

RAD Studio LLC 253.318.0922 savannah@radstudiollc.com

2'-0"

2'-0"

1'-2"

3'-10"

3'-10"

1'-2"

Scale

1/4” = 1’

Date

19 October 2021

2'-0"

RAD Studio LLC 253.318.0922 savannah@radstudiollc.com

7'-10"

OVEN

4'-3"

6'-2" 2'-0"

REF.

2'-2 21" 1'-11 21"

Studio

2'-9 43"

Drawings Prepared by

RAD

1 1 U.C. 2'-2 2" 1'-11 2"

WINE

PANTRY

OVEN

MICRO. REF. DRAWER

8'-10"

PANTRY

4'-3"

2'-9 43"

7'-10" 5'-7 21"

MICRO. DRAWER DW

6'-2"

1'-2"

U.C. WINE

1'-2"

5'-7 21"

Scale

1/4” = 1’

8'-10"

2'-9 43"

13'-3 41"

3'-9"

CAROLYN’S KITCHEN CAROLYN’S KITCHEN

1'-2"

8'-6"

2'-2"

Studio

0'-10 43" 2'-5 43" 3'-6"

3'-9"

RAD

1'-2"

8'-6"

0'-9 41"

0'-10 43" 2'-5 43" 3'-6"

3'-4 21" 2'-9 432'-2" " 3'-4 21"

0'-9 41"

CAROLYN’S KITCHEN

2'-0 43"

13'-3 41"

3'-1 41"

Date

19 October 2021

Drawings Prepared by

2'-9"

12'-6" DW

RAD Studio LLC Scale

253.318.0922 1/4” = 1’ savannah@radstudiollc.com

Date

19 October 2021

Drawings Prepared by

12'-6"

2'-9"

RAD Studio LLC 253.318.0922 savannah@radstudiollc.com

|5|

CURRY TRIPLEX

Curb appeal update on commercial building to suit its new use as a residential triplex in Tacoma, WA.

Option 1

Keep black bricks

Replace siding

New front doors New windows

Replace awning

Rebuild facade Relocate doors

|6|

WILLIAMS ADDITION

The Williams love their 1,700 square foot home and neighborhood in Tacoma, Washington, but they need just a bit more space to exersise and play with their grandkids. The family is also very involved in the community and want a place to have larger gatherings. It’s truly a multi functional space! There will be a moveable wall in the center of the room to close off the gym exquiptment to kids, but other than that, it’s a wide open space.

Light was one issue in this project, because the dining room, kitchen and living were loosing their main windows. So the addition is fairly narrow with windows that line up with the existing windows to try to maintain views, and there’s a skylight in the kitchen which more than replaces the light that was lost.

FRONT ELEVATION | NW

FRONT ELEVATION | NW

SIDE ELEVATION | NE

2

A5.01

SIDE ELEVATION | NE

BACK ELEVATION | SE

1

A5.01

Section 1

BACK ELEVATION | SE

SIDE ELEVATION | SW

SIDE ELEVATION | SW

Section 2

G

w V v

Existing Shed Asphalt Shingles to match existing roof Weatherproof underlayment

Asphalt Shingle ridge cap to match existing roof

5/8” Plywood

Asphalt Shingles to match existing roof

R-49 Dense pack insulation

Weatherproof underlayment

2x12” Rafters behind

5/8” Plywood

1/2” Gypsum board

Sect 1

R-49 Dense pack insulation 2x12” Rafters behind 1/2” Gypsum board

1x12” Fascia Rafter overhang 1x12 Blocking (to completely seal roof cavity)

Top plate (double 2x4’s) R-21 Insulation 2x4 Header Interior trim Window header

1x12” Ridge beam

Patio Addition

2

A5.01

TYPICAL ROOF RIDGE

Sect 2

600 SF Addition

Sect 2

Sill

Vinyl siding to match existing Air infiltration barrier 1/2” Plywood 2x6 Studs @16 o.c.

R-21 Batt insulation 5/8” GWB

Existing 1,795 SF Single Family Dwelling

Finish floor per owner 3/4” Plywood 2x10 floor joist (or other per struct.)

R-30 Insulation Wire barrier fabric Exterior

Interior

Sect 1

Concrete footing per structural

A5.01

EXTERIOR CORNER

Vapor barrior TYP.

1

A5.01

TYPICAL EXTERIOR WALL, WINDOW HEADER-SILL, ROOF

N

|7|

LAN CLOSED

PLAN OPEN

CALE 1/4” = 1’-0”

Th

2651 N

The Re-Center

Re-Center

Savannah Studio 3A

PROJE

my personal refuge

The Re-Center is a place where I can Re-Center my-

physically Ave,self San Diego, and CA mentally.

92113 Physically because I will

Savann

of garbage trucks that use the alley, and high enough that I wont easily be able to take anything up there to distract myself from being alone.

pull the hammock out then center myself between utility poles. Mentally because it is a place where SCRIPTION: The Re-Center is a place for me to escape school and home with 5 roommates and be alone.

I can rest. This is a place where I can be alone for is knotted with a square knot, I need to RE locate myself to this spaceThe forhammock REcreation, REviving, REsting, and Reflecting. a few minutes out of my constantly social days. which is minimal, but strong enough to hold Everything is structurally in tension while I release my tension and RE-Center myself. me. The cables hold the hammock in tenThe structure is high enough to be out of the way sion, while I release my own tension. es ARCH383

H. Perez

LAN OPEN

PLAN CLOSED

PLAN OPEN

SCALE 1/4” = 1’-0”

The Re-Center

Square Knot:

2651 National Ave, San Diego, CA 92113

Savannah Jones Studio 3A Fall 2017 H. Perez

PROJECT DESCRIPTION: The Re-Center is a place for me to escape school and home with 5 roommates and be alone.

I need to RE locate myself to this space for REcreation, REviving, REsting, and Reflecting.

Everything is structurally in tension while I release my tension and RE-Center myself.

Square Knot:

Savannah Jones ARCH383

ng

and be alone.

Reflecting. yself.

|8|

Transitional Housing Transitional Housing

We are designing for people who are homeless and formerly homeless that are working towards achieving goals.

We are designing for people who are homeless and formerly homeless that are working towards achieving goals.

While impacting the mission hills community in a positive way to de-stigmatized homelessness.

While impacting the mission hills community in a positive way to de-stigmatized homelessness.

If we provide basic human needs including: shelter, mailbox, connection to a supportive community, and m health services, believe that they willshelter, bettermailbox, understand their situation and be equipped achieve thei If we provide basicwe human needs including: connection to a supportive community, andtomental health services, we believe that they will better understand their situation and be equipped to achieve their goals. goals.

We believe life happens in between architecture, so we want to create the maximum amount of social sp

We believe life happens in between architecture, so we want to create the maximum amount of social spaces on our site. We did this by stacking 20 units on the south side, consolidating circulation into a block, and li on our site. We did this by stacking 20 units on the south side, consolidating circulation into a block, and lifting the entire thing on a podium to create room for commercial activity, and more community space underne the entire thing on a podium to create room for commercial activity, and more community space underneath.

g

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(3)

(14)

(4)

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(13) (9) (10)

(1) 8” TILT UP WALL (2) 6” SLAB ON GRADE (3) 6” PRECAST CONCRETE (4) TJI JOIST (5) REBAR (6) STEEL PLATE (7) ANCHOR BOLT (8) STEEL ANGLE (9) SIMPSON TIE (10) MTL FLASHING (11) 1” RIGID INSUL. (12) 5/8” GYP. (13) 2 LAYERS OF 5/8” GYP (14) 5/8” SHEATHING (15) ½” FINISH FLOOR (16) BATT INSUL. (17) WATERPROOF MEMBRANE

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paces ifting eath.

(1) 8” TILT UP WALL (2) 6” SLAB ON GRADE (3) 6” PRECAST CONCRETE (4) TJI JOIST (5) REBAR (6) STEEL PLATE (7) ANCHOR BOLT (8) STEEL ANGLE (9) SIMPSON TIE (10) MTL FLASHING (11) 1” RIGID INSUL. (12) 5/8” GYP. (13) 2 LAYERS OF 5/8” GYP (14) 5/8” SHEATHING (15) ½” FINISH FLOOR (16) BATT INSUL. (17) WATERPROOF MEMBRANE

(1)

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(12) (12) (11)

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|9|

nedict St. Chapel Benedict Chapel

ncil Light Colored Studies Pencil Light Studies

| 10 |