Site Plan Drawings - GreenWorks Realty

1020 

1030 

24" HEMLOCK 

12'-0" 

10'-0" 

4' WIDE GRASS STRIP 

100' +/- 

1000 

30' ACCESS EASEMENT 

38" FIR 

30" FIR 

980 

PROPOSED PERVIOUS PAVEMENT DRIVEWAY 

10'-0" INT SIDE S.B. 

970 

15' BSBL 

ORDINARY 

HIGH WATER 1-2 

ORDINARY 

HIGH WATER 1-1 

65'\PBUFFER 

S89°23'56"E 

665.04' 

960 

40" MAPLE 

10'-0" 

R 40'-0" 

R 33'-3 1/8" 

S E 4 8 t h S t r e e t 

30'-0" 

SETBACK 

@ ROAD 

S89°23'56"E BASIS OF BEARING 

2660.38' 

PROJECT DIRECTORY 

OWNERS: 

BRIAN AND CARI ABRAMSON 

9700 24th AVENUE NW 

SEATTLE, WA 98117 

ph. 206 . 790 . 2852 

PROJECT ADDRESS: 

TO BE DETERMINED 

ARCHITECT: 

GEOFF BELAU 

silo ARCHITECTURE + DESIGN 

1807 NW DOCK PLACE 

SEATTLE, WA 98107 

ph. 206 . 851 . 0055 

gbelau@mindspring.com 

STRUCTURAL ENGINEER: 

DIBBLE ENGINEERS, INC. 

25 CENTRAL WAY, SUITE 210 

KIRKLAND, WA 98033 

ph. 425 . 883 . 1900 

fax 425 . 497 . 1921 

CONTRACTOR: 

s i l o 

ARCHITECTURE + DESIGN 

1807 NW Dock Place 

Seattle, Washington 98107, U.S.A. 

Tel. 206 . 851 . 0055 


consultants: 

970 

RESERVE 

DRAINFIELD 

WETLAND BOUNDARY 

1050 

1040 

S00°18'21"W 

298.91' 

1036' 

1036' 

40' +/- 

1034' 

1034' 

30' + 

36' + 

"GRASS-PAVE" @ 

PARKING AREAS 

(PERMEABLE) 

32" CEDAR 



ATTACHED GARAGE: 

2 CAR CAPACITY 

56'-0" 10'-0" 

TREES TO BE 

REMOVED 

42'-0" 

parking elev. 

1033' +/- 

13'-8 1/2" 

16'-0" 

36'-0" 

85' +/- 

1040 

10'-0" 

30" CEDAR 

48" STUMP 

DECK ABV. 

PORCH @ GRADE 

24" CEDAR 

30" CED 

9'-6" 

44'-0" 

40" CEDAR 

40" CEDAR 

40'-0" 8'-0" 

109' +/- 

DECK 

40" CED 

40" CED 

40" CEDAR 

40" CEDAR 

(to be removed) 

89'-5 1/2" 

40" CEDAR 

17'-0" 

DRAINFIELD 

40" CEDAR 

1030 

34' +/- 

38" COTTONWOOD 

BSBL 

1020 

15'-0" BUFFER SETBACK (BSBL) 

1000 GAL SEPTIC TANK 

1250 GAL PUMP CHAMBER 

BUFFER 

1000 

1010 

110' WETLAND BUFFER 

POTENTIAL STORM WATER 

INFILTRATION AREA 

990 

PROPOSED NEW SFR 

3750 SF HEATED SPACE 

517 SF UNHEATED SPACE 

825 SF ATTACHED GARAGE (UNHEATED) 

188 SF DETACHED STORAGE SHED (UNHEATED) 

ELEVATION OF LOWEST FLOOR LEVEL 

1022' 

IMPERVIOUS SURFACE CALCULATION 

STRUCTURES (ROOFS, PATIOS, ETC.) = 4271 SF 

GRAVEL DRIVEWAY, PARKING, ETC. = 4823 SF 

TOTAL IMPERVIOUS SURFACE = 9094 SF (4.6 % OF LOT AREA) 

664.52' 

S89°19'22"E 

980 

S. A. S. A. 

BUFFER 

BSBL 

UN-IMPROVED ACCESS EASEMENT 

299.79' 

N00°24'20"E 

R 35'-0" 

DRAWING INDEX 

A0.1 SITE PLAN, PROJECT NOTES 

A0.2 SURVEY 

A1.1 BASEMENT FLOOR PLAN 

A1.2 FIRST FLOOR PLAN 

A1.3 SECOND FLOOR PLAN 

A1.4 ROOF PLAN 

A2.1 EXTERIOR ELEVATIONS (NORTH / EAST) 

A2.2 EXTERIOR ELEVATIONS (SOUTH / WEST) 

A3.1 BUILDING SECTIONS 



A4.1 WALL SECTIONS 

A5.1 WINDOW AND EXT. DOOR SCHEDULES 

S1.0 STRUCTURAL NOTES 

S2.0 GENERAL STRUCTURAL DETAILS 

S2.1 GENERAL STRUCTURAL DETAILS 

S3.0 FOUNDATION PLANS 

S3.1 FOUNDATION DETAILS 

S4.0 MAIN LEVEL FLOOR FRAMING PLANS 

S4.1 FLOOR FRAMING DETAILS 

S4.2 GENERAL FRAMING DETAILS 

S5.0 UPPER BDRM FLOOR FRAMING PLANS 

S6.0 MAIN ROOF FRAMING PLANS 

S7.0 UPPER ROOF FRAMING PLANS (GARAGE) 

S7.1 ROOF FRAMING DETAILS 

F A L L C I T Y H O U S E 

SITE PLAN 


F a l l C i t y, W a s h i n g t o n 

1 

A0.2 

SITE PLAN 

Scale: 1" = 30 ft 

date: 

GENERAL NOTES 

ROOF VENTILATION 

PROJECT INFORMATION 

PROJECT INFORMATION (cont.) 

1. ALL WORK SHALL CONFORM TO THE 2003 IBC AND/OR IRC AS MODIFIED BY LOCAL JURISDICTIONS 

AND ALL OTHER APPLICABLE GOVERNING LAWS, CODES, ORDINANCES, AND REGULATIONS. 

2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. USE CALCULATED DIMENSIONS ONLY. 

NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 

ALL DIMENSIONS ARE TO FACE OF FRAMING AND CONCRETE WALLS UNLESS NOTED OTHERWISE. 

3. CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO INITIATING THE WORK. 

NOTIFY THE ARCHITECT OF ANY DISCREPENCIES. 

4. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT. 

PROVIDE ALL BULK-OUT, BLOCKING, BACKING, AND JACKS REQUIRED FOR INSTALLATION. 

5. VERIFY LOCATIONS OF ALL EXISTING UTILITIES AND SLEEVING. 

CAP, MARK, AND PROTECT AS NECESSARY TO COMPLETE THE WORK. 

6. PROVIDE FIREBLOCKING, DRAFTSTOPS, AND FIRESTOPS PER IBC/IRC AT ALL NEW CONSTRUCTION. 

7. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED PER IBC/IRC. 

ALL WOOD FRAMING AND SHEATHING AT INTERIOR WALLS TO BE FIRE RESISTANT. 

8. SERVICE WATER PIPES IN UNHEATED SPACES TO BE INSULATED. 

9. ENVELOPE OPENINGS TO BE CAULKED, SEALED, AND/OR WEATHERSTRIPPED. 

10. TEARS AND JOINTS IN BATT INSULATION TO BE SEALED WITH WITH TAPE. 

USE SHEET PLASTIC VAPOR BARRIERS AT BATHROOMS. 

11. TAPE JOINTS AND INSULATE AT ALL METAL DUCTS. 

12. ALL NEW EXTERIOR WALL FRAMING TO BE 5 1/2" WOOD STUDS OR AS INDICATED IN THE DRAWINGS. 

ALL INTERIOR WALL FRAMING TO BE 3 1/2" WOOD STUDS OR AS INDICATED IN THE DRAWINGS. 

PLUMBING WALLS TO BE 5 1/2" STUDS, U.N.O. 

13. VENTILATE ROOF PER IBC/IRC. 

14. EGRESS WINDOWS SHALL BE PROVIDED AT ALL SLEEPING ROOMS PER IBC/IRC. 

15. TYPICAL NEW GLAZING TO BE THERMAL GLAZED, CLASS 40 OR BETTER. 

WINDOWS WITHIN 18" OF FLOOR OR ADJACENT TO DOORWAYS SHALL BE COMPRISED OF SAFETY OR 

TEMPERED GLASS. 

16. MAXIMUM 4" OPENINGS @ GUARDRAILS AND HANDRAILS. 

GUARDRAIL AND HANDRAIL HEIGHT TO BE 36" PER IBC/IRC, UNLESS NOTED OTHERWISE. 

17. ROOF DRAINS AND FOOTING DRAINS TIGHTLINE SEPERATELY TO EXISTING OR APPROVED DISCHARGE. 

18. MOISTURE CONTROL PER IBC/IRC. 

19. MOUNT ALL DOOR HARDWARE HANDSETS AT 36" TO CENTERLINE UNLESS NOTED OTHERWISE. 

20. PROVIDE SMOKE DETECTORS IN ALL SLEEPING ROOMS AND AS REQUIRED BY IBC/IRC. 

21. ALL SHOWERHEADS TO HAVE A MAXIMUM FLOW RATE OF 3.0 GALLONS PER MINUTE. 

22. SWITCHED OUTLETS: SWITCH TOP OUTLET OF DUPLEX OR AS SPECIFIED ON ELECTRICAL PLAN 

23. PROVIDE GFCI OUTLETS AND SWITCHES AS REQUIRED PER CODE. 

24. VERIFY LOCATIONS OF ALL ELECTRICAL OUTLETS, SWITCHES, AND DEVICES WITH OWNER PRIOR TO ROUGH-IN. 

25. CONTRACTOR TO SCHEDULE AND COORDINATE ALL REGULAR AND SPECIAL INSPECTIONS REQUIRED BY 

THE BUILDING PERMIT. 

26. CONTRACTOR SHALL OBTAIN ANY PERMITS REQUIRED TO WORK WITHIN THE PUBLIC RIGHT OF WAY 

27. CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS ON SITE WHENEVER CONSTRUCTION 

WORK IS IN PROGRESS. 

28. IN THE EVENT OF SEDIMENT BEING TRACKED ONTO OFF-SITE STREETS OR ALLEYS, CONTRACTOR SHALL BE 

RESPONSIBLE FOR CLEANING THE AFFECTED AREAS. MAINTAIN, CLEAN, AND CLEAR ALL STORMWATER 

INLETS AND CATCH BASINS IN ADJACENT STREETS AND ALLEYS FROM ANY SITE GENERATED DEBRIS. 

PROVIDE VENTING EACH BAY @ EAVES, TYP. VENT OPENINGS TO BE PROTECTED w/ 

CORROSION-RESISTANT WIRE MESH PER IRC R806. PROVIDE WARM SIDE VAPOR BARRIER AND 1SF NET 

FREE CROSS VENTILATION FOR EVERY 300 SF OF HTD ROOF AREA PER IRC R806. HOLD ROOF INSULATION 

BACK 1" FROM ROOF SHEATHING TO ALLOW FREE FLOW OF AIR THROUGH VENTS PER IRC R806. 

WHOLE HOUSE VENTILATION NOTES 

PROVIDE HEAT RECOVERY VENTILATOR UNIT FOR WHOLE HOUSE VENTILATION PER 2003 WA STATE VIAQ 

VENT TO HAVE FLOW RATING OF 105CFM (MIN) - 158CFM (MAX) PER VIAQ 303.4.1.1 AND TABLE 3-2. 

(CALCULATED FOR A 4 BEDROOM HOUSE WITH 3501SF-4000SF HABITABLE FLOOR AREA). 

VENT TO HAVE SONE RATING OF 1.5 OR LESS PER VIAQ 303.4.1.2. 

PROVIDE CONTROLS AND LABEL PER VIAQ 303.4.1.3. 

PROVIDE EXHAUST DUCTS PER VIAQ 303.4.1.4. 

PROVIDE OUTDOOR AIR INLETS PER VIAQ 303.4.1.5. 

ENERGY CODE NOTES 

(PER 2003 WASHINGTON STATE ENERGY CODE) 

PERSCRIPTIVE REQUIREMENTS FOR CLIMATE ZONE 1 

OPTION IV, UNLIMITED GROUP R-3 

GLAZING U-FACTOR: VERTICAL - 0.40 (AREA-WEIGHTED AVERAGE) 

OVERHEAD - 0.58 (N/A) 

DOORS U-FACTOR: 

INSULATION: 

APPLICABLE CODES 

0.20 (AREA WEIGHTED AVERAGE) 

CEILING w/ ATTIC CRAWL SPACE: R-38 MIN. 

VAULTED CEILING: R-30 MIN. 

WALL ABOVE GRADE: R-21 MIN. 

WALL BELOW GRADE (INTERIOR): R-21 MIN. 

WALL BELOW GRADE (EXTERIOR): R-10 MIN. 

FLOOR OVER CRAWL SPACE: R-30 MIN. 

SLAB ON GRADE: R-10 MIN. 

2003 INTERNATIONAL RESIDENTIAL CODE 

2004 WASHINGTON STATE ENERGY CODE 

2001 WASHINGTON STATE VENTILATION AND AIR QUALITY CODE 

2003 INTERNATIONAL MECHANICAL CODE 

2004 INTERNATIONAL FIRE CODE 

KING COUNTY CODE 

PROJECT DESCRIPTION 

CONSTRUCT NEW SFR w/ ATTACHED GARAGE AND DETACHED STORAGE SHED 

PROJECT ADDRESS 

SE 48th STREET (FALL CITY) - ADDRESSING TO BE DETERMINED 

TAX PARCEL NUMBER 

2124079079 

LEGAL DESCRIPTION 

LOT SIZE 

4.57 ACRES 

199,069 SF 

ZONING 

RA-10 

OCCUPANCY GROUP 

R-3 (SFR), U (ATTACHED GARAGE) 

CRITICAL AREAS 

WETLAND 

SHORELINE 

NO 

REQUIRED SETBACKS 

30' MIN. STREET SETBACK 

10' MIN. INTERIOR SETBACKS 

15' SETBACK FROM WETLAND BUFFER (BSBL) 

BASE HEIGHT LIMIT 

40' PER KC DEVELOPMENT STANDARDS 21A.12.030 

PROPOSED BLDG HEIGHT 

< 40' 

OFF-STREET PARKING SPACES REQUIRED 

2 SPACES PER NEW SFR 

PROPOSED NEW OFF-STREET PARKING SPACES 

2 COVERED SPACES (GARAGE), + ADDITIONAL OFF-STREET PARKING SPACES 

LOT COVERAGE ALLOWED 

LOT COVERAGE PROPOSED 

PROPOSED IMPERVIOUS SURFACE 

STRUCTURES (ROOF AREA, PATIOS, ETC) = 4271 SF 

GRAVEL DRIVEWAY, PARKING, ETC = 4823 SF 

TOTAL PROPOSED IMPERVIOUS SURFACE = 9,094 SF (4.6% OF LOT AREA) 

CONSTRUCTION TYPE 

VB (NON RATED) 

SPRINKLERS 

REQUIRED 

SYSTEM TO BE DESIGNED BY INSTALLER PER KING COUNTY FIRE MARSHALL 

FIRE SEPERATIONS 

1 HR ASSEMBLY BETWEEN ATTACHED GARAGE (U) AND SFR (R-3) 

1 HR ASSEMBLY BETWEEN BASEMENT MECHANICAL ROOM AND HABITABLE SPACE 

09.24.07 CONST. PROGRESS PRINTING 

O3.20.07 

O2.15.07 

stamp: 

7973 

scale: 

1" = 30' 

sheet: 

STRUCTURAL SUBMITTAL 

K.C. PERMIT SUBMITTAL 

REGISTERED 

ARCHITECT 

GEOFF BELAU 

STATE OF WASHINGTON 

A0.1

2 

A3.1 

2 

A2.1 

1 

A3.2 

1 

A3.1 

2 

A3.2 

s i l o 




Tel. 206 . 851 . 0055 


40'-0" 4'-0" 7'-5 1/2" 

38'-0" 

LINE OF DECK, ABOVE 

consultants: 

10'-6 3/4" 

8'-2" 

9'-8 1/2" 

5 1/2" 

5 1/2" 

6'-9" 

9'-6" 9'-6" 9'-6" 9'-6" 

CONC. SLAB 

12'-2" 

PATIO 

001a 

1/2" TYPE X GWB (MIN) ON 

MECH. SIDE OF 

WALLS AJOINING 

HABITABLE SPACE, TYP. 

5/8" TYPE X GWB @ 

CEILING BELOW 

HABITABLE SPACE 

TAPE ALL SEAMS, TYP. 

7'-0" 

5 1/2" 5 1/2" 

CL WDW 

1'-10" 

008B 

5 1/2" 

1 

A2.1 

20'-0" 

10'-10 1/2" 

8'-8" 

2'-6 1/2" 

5 1/2" 

REC ROOM / MEDIA ROOM 

001 

LINE OF FLOOR HT 

CHANGE ABOVE 

SD 

001A 

CONC. FLOOR THROUGHOUT BASEMENT 

WINE CELLAR 

003 

(UNHEATED) 

CRAWL SPACE 

003A 

1/2" TYPE X GWB (MIN) ON WINE CELLAR SIDE OF 

WALLS AJOINING HABITABLE SPACE, TYP. 

5/8" TYPE X GWB @ CEILING BELOW HABITABLE SPACE 


003B 

30"W x 48"H 

CRAWL SPACE 

ACCESS DOOR 

005A 

MECHANICAL RM 

005 

(UNHEATED) 

16'-0" 

F 

4'-0" 

50 CFM, MIN. 

POWDER RM 

004 

004A 

2'-6" 

8'-4 1/2" 

1'-6" 

2'-0" 

UP 10 R 

SD 

7'-11" 

CL WDW 

3'-2 1/4" 5 1/2" 3'-4 1/4" 

STORAGE 

007 

(UNHTD) 

UP 5 R 

007A 

5 1/2" 

008A 

5'-9" 

2'-8" 

STAIR AND HANDRAIL NOTES: 

BASEMENT / CRAWL SPACE / STORAGE 

008 

CONC. FLOOR THROUGHOUT BASEMENT / CRAWL SPACE / STORAGE 

STAIRS, HANDRAILS, AND GUARDRAILS TO CONFORM 

WITH ALL PROVISIONS OF THE 2003 IRC 

1. WIDTH OF STAIR: NOT LESS THAN 36" CLEAR 

2. 6'-8" MIN. FINISHED HEADROOM MEASURED 

FROM NOSING 

3. 7 3/4" MAX. RISER HEIGHT 

4. 10" MIN. TREAD DEPTH (NET) 

5. HANDRAIL TO BE PROVIDED AT LEAST ONE SIDE 

WHERE REQUIRED 

6. HANDRAIL HT NOT LESS THAN 34" OR MORE THAN 

38" AS MEASURED FROM TOP OF NOSING 

7. HANDRAIL(S) TO BE CONTINUOUS FOR FULL 

LENGTH OF RUN 

8. TERMINATE HANDRAIL ENDS AT WALL OR 

NEWELL POST 

9. REF. IRC R311.5.6.3 FOR ALLOWED HANDRAIL 

GRIP PROFILE DIMENSIONS. 

10. PROVIDE ADEQUATE LIGHTING AT ALL STAIR RUNS 

11. RAISED FLOORS OVER 30" HIGH SHALL HAVE 

GUARDRAILS NOT LESS THAN 36" IN HEIGHT 

12. OPENINGS IN GUARDRAILS OR OPEN STAIR RAILS 

SHALL BE LIMITED SO AS NOT TO ALLOW PASSAGE 

OF A 4" DIAMETER SPHERE (SEE IRC R312.2 

FOR EXCEPTIONS) 

1 

A3.3 




BASEMENT 

FLOOR PLAN 

51'-11" 

date: 

LOCATION OF GARAGE, ABOVE 


O3.20.07 


O2.15.07 


stamp: 

7973 

REGISTERED 

ARCHITECT 

GEOFF BELAU 


scale: 

1/4" = 1'-0" 

1 

A1.1 

BASEMENT AND BASEMENT / STORAGE / CRAWL SPACE FLOOR PLAN 

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

HEATED SPACE: 

UNHEATED SPACE: 

PATIO: 

472 SF 

517 SF 

400 SF 

LOCATION OF STORAGE SHED, ABOVE 

sheet: 

A1.1

s i l o 


2 

A3.1 

1 

A3.2 

2 

A2.1 

1 

A3.1 

2 

A3.2 



Tel. 206 . 851 . 0055 


40'-0" 

11'-5 1/2" 

38'-0" 

6'-6 1/8" 

4'-0" 7'-5 1/2" 

7'-6" 14'-9 1/2" 15'-3" 

consultants: 

LINE OF DECK ABV 

5 1/2" 5 1/2" 7'-3" 

5 1/2" 

7'-8 1/2" 

DECK 

102a 

CL WDW 

CL WDW 

CL WDW 

5 1/2" 

10'-0" 

5 1/2" 

LINE OF ROOF ABV 

EGRESS 

EGRESS 

56'-0" 

20'-0" 

10'-11 1/2" 

5 1/2" 

VENT PER 

MECHANICAL CODE 

5 1/2" 

5 1/2" 

STORAGE 

113 

113A 

SD 

DASHED LINES INDICATE 

EXPOSED BEAMS ABV 

2x6 T&G WOOD FLOOR 

CONC. SLAB FLOOR 

LIVING RM / DINING RM 

102 

ZERO-CLEARANCE, DIRECT VENT 

GAS FIREPLACE INSERT. 

INSTALL PER MFGR'S SPECIFICATIONS 

AND ALL APPLICABLE CODES 

FLOOR BREAK LINE 

COUNTERTOP 

w/ SHELVES ABV 

DRY 

WOOD FLOOR THROUGHOUT 

LIVING AREA 

LAUNDRY 

111 

F 

50 CFM, MIN. 

WASH 

COUNTERTOP 

w/ SHELVES ABV 

KITCHEN ISLAND & 

EATING BAR 

CEILING BREAK LINE 

111A 

110B 

UP 1 R 

ENTRY / MUD RM 

110 

UP 3 R 

CEILING BREAK LINE 

9'-7" 4'-0" 

3'-6" 

TILE FLOOR @ ENTRY 

& LAUNDRY 

KITCHEN 

103 

4'-0" 

2'-0" 

110A 

3'-0" 

2'-0" 8" 2'-8" 7'-11 1/2" 

BOSCH 

D.W. 

BLUESTAR GAS 

OVEN & RANGE 

RANGE FAN 

100 CFM, MIN. 

CL WDW 

6'-0" 

SUBZERO 650 

REF/FRZR 

2'-0" 

F 

104A 

4'-0" 

PANTRY 

104 

101B 

SD 

COVERED ENTRY PATIO 

101a 

10'-0" 

LINE OF ROOF ABV 

COAT CLOSET 

1'-6" 

UP 10 R 

7'-0" 

DN 1 R 

DN 5 R 

3'-4 1/4" 3'-4 1/4" 

ENTRY / STAIRS 

101 

7'-11" 

DN 1 R 

5'-0" 11'-2 3/4" 7'-5 1/2" 

2 3/4" 

2'-0" 

6'-3" 

2'-8" 

101A 

F 

50 CFM, MIN. 

BATH 

107 

107A 

F 

50 CFM, MIN. 

POWDER 

106 

106A 

CONC. FLOOR 

10'-11 1/2" 

3'-8 1/2" 

HALL 

105 

BEDROOM 

108 

SD 

CL WDW 

CONC. FLOOR 

SD 

108A 

10'-11 1/2" 

108B 

2'-9 1/2" 

2'-9 1/2" 

SD 

109A 

3 1/2" 

109B 

3 1/2" 

3 1/2" 

ROCKERIES 

3'-3 1/2" 

8'-3 1/2" 3'-6" 

4'-3 1/2" 

CL WDW 

BEDROOM 

109 

CONC. FLOOR 

7'-8 1/2" 

CL WDW 

8'-0 1/2" 

17'-0" 

9'-6" 

EXST'G 40" CEDAR 

TO BE ROMOVED 

1 

A3.3 

1 

A2.2 

2 

A3.3 




FIRST FLOOR PLAN 

LIVING / DINING / KITCHEN 

LOWER BEDROOMS 

GARAGE 

1 

A2.1 

5 1/2" 

5 1/2" 

11'-4 3/4" 8'-3 1/2" 3'-8 3/4" 

SD 

112B 

date: 

CONC. SLAB FLOOR 

UP 21 R 


SLOPE GARAGE SLAB TO DRAIN 

1/8" PER FOOT, TYP. 

GARAGE 

112 

1/2" TYPE X GWB (MIN) ON GARAGE SIDE OF 

WALLS AJOINING HABITABLE SPACE, TYP. 

5/8" TYPE X GWB @ CEILING BELOW 

HABITABLE SPACE 


5 1/2" 

3'-2 1/2" 

DN 3 R 

5 1/2" 

10'-9 1/4" 

DN 3 R 

DN 3 R 

EXST'G 24" CEDAR 

TO BE REMOVED 





FROM NOSING 








LENGTH OF RUN 


NEWELL POST 











O3.20.07 

O2.15.07 

stamp: 

7973 



REGISTERED 

ARCHITECT 

GEOFF BELAU 


5 1/2" 

112A 

5 1/2" 5 1/2" 

DRAIN 

scale: 

1/4" = 1'-0" 

4'-0" 

18'-0" 

2 

A2.2 

STORAGE SHED 

114 

10'-0" 

sheet: 

28'-0" 

23'-11" 

37'-6 1/2" 

1 

A1.2 

FIRST FLOOR PLAN 

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

HEATED SPACE: 

UNHEATED SPACE (GARAGE): 

DECK: 

STORAGE SHED (UNHTD): 

1797 SF 

825 SF 

400 SF 

188 SF 

16'-0" 

A1.2

2 

A3.1 

1 

A3.2 

1 

A3.1 

2 

A2.1 

2 

A3.2 

s i l o 




Tel. 206 . 851 . 0055 


38'-0" 

7'-5 1/2" 

16'-2" 

6'-6" 

consultants: 

1'-9" 

5 1/2" 

DECK 

201a 

LINE OF ROOF ABOVE 

8'-6" 

5'-6" 

DECK BELOW 

5 1/2" 

SD 

201B 

EGRESS 

4'-0" 

WD FLOOR 

TILE FLOOR 

7'-0" 

3'-0" 

6'-2" 

3'-3 3/4" 

14'-0" 

6'-0" 

16'-7 1/2" 

28'-0" 

10'-2" 

5'-6" 

5 1/2" 

4'-0" 

DN 10 R 

SD 

201A 

WOOD FLOOR 

MASTER BEDROOM 

201 

18'-5 1/2" 




7'-11 1/2" 

3 1/2" 

CLG BREAK LINE 

CLOSET 

202 

WOOD FLOOR 

8'-0" 

4'-0" 

3 1/2" 

M. BATH 

203 

F 

50 CFM, MIN. 

10'-11 1/2" 

6'-6" 

5 1/2" 

3 1/2" 

3 1/2" 

5 1/2" 

6'-4" 

3'-0" 

17'-0" 

1 

A3.3 

1 

A2.2 




8'-5 1/2" 

DECK 

206a 

1 

A2.1 

13'-4 3/4" 13'-4 3/4" 

2'-0" 4'-0" 3 1/2" 

4'-0" 

4'-6 1/2" 


206B 

EGRESS 

GUEST BEDROOM 

206 

SOFFITTED CLG 

IN BATHROOM 

OFFICE 

205 

WD FLOOR 

WD FLOOR 

207B 

206C 



BATH 

207 

TILE FLOOR 

SD 

206A 

205A 

F 

50 CFM, MIN. 

205B 

207A 

WD 

FLR 

HALL 

204 

SD 

STORAGE 

205a 

DN 21 R 


5 1/2" 3 1/2" 6'-2" 

3 1/2" 

2'-6" 5 1/2" 

5'-0" 

16'-1 1/2" 

5'-4 1/2" 

28'-0" 






FROM NOSING 








LENGTH OF RUN 


NEWELL POST 










2 

2 

A3.3 

SECOND FLOOR - 

FLOOR PLANS: 


OFFICE / GUEST RM 

date: 


O3.20.07 

O2.15.07 

stamp: 

7973 

scale: 

REGISTERED 

ARCHITECT 

GEOFF BELAU 


1/4" = 1'-0" 



5 1/2" 2'-0" 4'-0" 4'-0" 3 1/2" 

5 1/2" 

A2.2 

sheet: 

19'-4" 

7'-5 1/2" 

1 

A1.3 

SECOND FLOOR PLANS 

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

HEATED SPACE (M. BDRM): 

HEATED SPACE (GUEST/OFFICE): 

TOTAL HEATED SPACE: 

DECKS: 

697 SF 

784 SF 

1481 SF 

152 SF 

A1.3

2 

A3.1 

51'-5 1/2" 

1 

A3.2 

2 

A2.1 

1 

A3.1 

42'-0" 

2 

A3.2 

s i l o 




Tel. 206 . 851 . 0055 


2'-0" 

2'-0" 

2'-0" 

consultants: 

4'-0" 

4'-0" 

1 

A2.1 

13'-6" 

2'-0" 

3'-0" 

7'-0" 

24'-0" 

1 

A3.3 

1 

A2.2 




4'-0" 

ROOF PLAN 

2'-0" 

2 

25'-11" 

37'-6 1/2" 

A3.3 

date: 

36'-0" 

20'-6" 

3'-0" 

11'-0" 

1'-6" 

1'-6" 

1'-6" 

1'-6" 


O3.20.07 STRUCTURAL SUBMITTAL 

O2.15.07 K.C. PERMIT SUBMITTAL 

stamp: 

7973 

REGISTERED 

ARCHITECT 

1'-6" 

GEOFF BELAU 


scale: 

4'-0" 

1/4" = 1'-0" 

2 

13'-0" 

sheet: 

2'-0" 

2'-0" 

A2.2 

32'-0" 

1 

A1.4 

ROOF PLAN 

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

1'-6" 

A1.4

s i l o 


12 



Tel. 206 . 851 . 0055 


3 

consultants: 

DECK BEHIND PARAPET WALL 

N-06 N-07 

12 

3 

29'-2 1/8" 

CEDAR BOARD AND BATTEN SIDING 

HORIZONTAL "SHIPLAP" CEDAR SIDING 

ALUMINUM-CLAD WOOD WINDOWS, TYP. 

N-02a 

CEMENTITIOUS BOARD SIDING 

30'-3 5/8" 

METAL AND CABLE RAILING SYSTEM, TYP. 

3'-0" MIN. 

N-03 

N-04 

N-01 

2'-0" +/- 

N-02 

6'-5" +/- 

6'-0"+/- 

6'-0" +/- 

4'-0" 

4'-6" +/- 

4'-0" 

N-05 

2'-6"+/- 

3'-6"+/- 

4'-0" 

1 

A2.1 

4'-0" 

NORTH ELEVATION 

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

12'-0" 

1'-6" MIN. 

DASHED LINE INDICATES EXISTING GRADE 

LINE OF FINISHED GRADE 

DIMENSIONS FOR STEPS IN FOUNDATION WALL ARE APPROXIMATE. 

APPROPRIATE ADJUSTMENTS TO BE MADE IN THE FIELD, IF REQUIRED 

BY SPECIFIC SITE CONDITIONS AFTER EXCAVATION. 




11'-0" 

9'-0" 

8'-0" 




NORTH / EAST 

ELEVATIONS 

date: 



CEMENTITIOUS BOARD INFILL PANELS 

E-07 

E-01 

O3.20.07 

O2.15.07 



E-08 

E-06 

stamp: 


3'-0" MIN. 

CEM. BD. 

INFILL 

PANELS 

E-02 

7973 

REGISTERED 

ARCHITECT 


E-05 

E-05 

E-04 

E-03 

3'-0" MIN. 


GEOFF BELAU 


scale: 



1/4" = 1'-0" 

sheet: 

E-02 

1'-6" MIN. 

A2.1 




2 

A2.1 

EAST ELEVATION 

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

s i l o 




Tel. 206 . 851 . 0055 


consultants: 

12 

3 

MECHANICALLY HEMMED STANDING SEAM 

METAL ROOF, TYP. 


S-03 

CEMENTITIOUS BOARD INFILL PANELS 


1 

A2.2 

SOUTH ELEVATION 

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


S-01 

S-02 

S-04 

3'-0" MIN. 

3'-0" MIN. 



LINE OF FINISHED GRADE 

DASHED LINE INDICATES EXISTING GRADE 

25'-4" 




STEP FOUNDATION WALLS @ SLOPE AS REQ'D PER SITE CONDITIONS. 




SOUTH / WEST 

ELEVATIONS 

EXPOSED GLULAM RAFTER-BEAMS - 

PROTECT ENDS w/ ZINC CAPS, TYP. 

date: 



W-06 

O3.20.07 

O2.15.07 



HORIZONTAL "SHIPLAP" CEDAR SIDING 

MECHANICALLY HEMMED STANDING SEAM 

METAL ROOF, TYP. 

stamp: 

W-04 

12 

3 

7973 

REGISTERED 

ARCHITECT 


GEOFF BELAU 



W-02 

scale: 

1'-6" MIN. 

W-01 

W-02 

1/4" = 1'-0" 

sheet: 




2 

A2.2 

WEST ELEVATION 

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

A2.2

12 

3 

s i l o 




Tel. 206 . 851 . 0055 


consultants: 

12 

3 

T.O. PLATE @ STAIR 

+ 15'-4 5/8" (1046.89') 

T.O. PLATE @ PANTRY/ATTIC (BEYOND) 

+ 14'-9 1/4" (1046.25') 

6'-0" 

1 

A3.1 

2'-0" +/- 




SECTION 

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

20'-6" 

4'-0" +/- 

4'-0" 

3'-6" +/- 

4'-0" 

6'-0" +/- 

6'-0" 

8'-0" 

TO 

KITCHEN/ 

DINING/ 

LIVING RM 

TO 

WINE CELLAR 

and 

BASEMENT 

T.O. PLATE 

+ 10'-7 1/2" (1042.125') 

T.O. SUBFLR 

0'-0" (1031.5') 

ENTRY / STAIR 

101 

8'-1 1/8" 

9'-4 5/8" 

T.O. LANDING SUBFLR 

+ 6'-0" (1037.5') 


- 3'-10" (1027.67') 

T.O. BASEMENT SLAB 

- 9'-2 3/4" (1022.25') 

T.O. BASEMENT / STORAGE SLAB 




T.O. PLATE 

12 

- 11'-11 1/2" (1019.5') 

+ 28'-3 7/8" (1059.82') 

3 

4'-0" 

14'-9 1/4" 

T.O. PLATE 

+ 21'-6 5/8" (1053') 

BUILDING 

SECTIONS 

4'-0" 

date: 

8'-0" 

DECK 

206a 

12 

T.O. OFFICE/GUEST SUBFLR 

+ 13'-6 5/8" (1045') 

OFFICE 

205 

GUEST ROOM 

206 

3 

4'-0" 

T.O. PLATE @ LIVING RM 

+ 15'-9 1/4" (1047.25') 

T.O. PLATE 

+ 11'-0" (1042.5') 



O2.15.07 


10'-0" 

3'-6" 

stamp: 

T.O. GARAGE SLAB 

+ 2'-6" (1034') 

GARAGE 

112 

STORAGE 

113 

9'-0" 

LIVING / DINING 

102 

DECK 

102a 

7973 

REGISTERED 

ARCHITECT 

5'-0" +/- 

CRAWL SPACE 

T.O. LIVING RM SUBFLR 

+0'-0" (1031.5') 

GEOFF BELAU 





WINE CELLAR 

003 

PATIO 

001a 

scale: 

1/4" = 1'-0" 

2 

A3.1 

SECTION 

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

4'-0" +/- 

DAYLIGHT BASEMENT 

001 


- 9'-2 3/4" (1022.25') 

sheet: 

A3.1

s i l o 


3 

12 

+ 28'-3 7/8" (1059.8') 

T.O. PLATE 



Tel. 206 . 851 . 0055 


4'-0" 

+15'-9 1/4" (1047.25') 

T.O. PLATE @ LIVING RM 

+0'-0" (1031.5') 


- 9'-2 3/4" (1022.25') 


FINISH GRADE @ SECTION CUT 

8'-0" TO TOP PLATE 

DECK 

102a 

4'-0" 

LINE OF STAIR WALL, BEYOND 

LINE OF PANTRY WALL, BEYOND 

STORAGE 

006 

12 

LIVING / DINING 

102 

8'-0" 

T.O. PLATE 

+11'-0" (1042.5') 

3 

9'-0" 

T.O. PLATE 

+21'-6 5/8" (1053') 

WINE CELLAR 

003 

3'-6" 

8'-4 1/2" 

4'-0" 


110 

CRAWL SPACE 

4'-0" +/- 

1 


A3.2 

BATH 

207 

5'-0" +/- 

BUILDING SECTION 

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

HALL 

204 

GARAGE 

112 

T.O. SUBFLR 

+ 0'-7 1/2" (1032') 

STORAGE 

205a 





14'-9 1/4" TO TOP PLATE 

+ 13'-6 5/8" (1045') 

T.O. OFFICE/GUEST SUBFLR 

EXST'G GRADE @ SECTION CUT 

+ 2'-6" (1034') 

T.O. GARAGE SLAB 

ROCKERY OR GABION WALL 

1:1 SLOPE, MAX. 


consultants: 





BUILDING 

SECTIONS 

T.O. MASTER BEDROOM SUBFLR 

+ 17'-0 1/4" (1048.5') 

12 

3 

date: 


+ 6'-0" (1037.5') 

11'-0 1/4" TO TOP PLATE 

4'-0" 

M. BATH 

203 


3'-0" 

T.O. PLATE 

+ 13'-0" (1044.5') 

STORAGE SHED 

114 



T.O. STORAGE SHED SLAB 




O3.20.07 

O2.15.07 

stamp: 



+ 2'-6" (1034') 


GARAGE 

112 

BEDROOM 

109 



< 4'-0" 

7973 

REGISTERED 

ARCHITECT 

GEOFF BELAU 


T.O. LOWER BEDROOM SUBFLR 

- 3'-2 3/4" (1028.25') 

scale: 

1/4" = 1'-0" 

sheet: 

T.O. BASEMENT/CRAWLSPACE SLAB 

- 11'-11 1/2" (1019.50') 


2 

A3.2 


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

A3.2 

EXST'G GRADE @ SECTION CUT

s i l o 




Tel. 206 . 851 . 0055 


SOFFITTED CEILING 

consultants: 

ATTIC CRAWL SPACE 

EGRESS 


201 

CLOSET 

202 

M. BATH 

203 

UPPER LANDING 


LIVING RM / DINING RM 

102 

9'-0" 

KITCHEN 

103 PANTRY 

104 

+ 6'-0" (1037.5') 


+0'-0" (1031.5') 

T.O. BASEMENT FIN. SLAB 

- 9'-2 3/4" (1022.25') 

1 

A3.3 

DAYLIGHT BASEMENT 

001 


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

STORAGE 

006 


- 3'-10" (1027.68') 

MECHANICAL RM 

005 

LOWER LANDING 

STORAGE 

007 

2'-8 3/4" 

POWDER 

106 

BASEMENT/CRAWL/STORAGE 

008 

BEDROOM 

108 

EGRESS 

BEDROOM 

109 

EGRESS 

T.O. LOWER BEDROOM FIN. SLAB 

- 3'-2 3/4" (1028.25') 




BUILDING 

SECTIONS 

date: 

DECK 

206a 


W-04 W-05 W-05 

O3.20.07 

O2.15.07 



W-07 

stamp: 

T.O. GARAGE/STORAGE FIN. SLAB/FLR 

+ 2'-6" (1034') 

T.O. LAUNDRY/MUD SUBFLR 

STORAGE 

113 

LAUNDRY 

111 


110 

W-02 

W-01 

W-02 W-03 

7973 

REGISTERED 

ARCHITECT 

GEOFF BELAU 


+ 0'-7 1/2" (1032.125') 

CRAWL SPACE 

scale: 

1/4" = 1'-0" 

sheet: 

2 

A3.3 

BUILDING SECTION and WEST ELEVATION 

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

A3.3

FLASH'G 

s i l o 


BLCK'G / FLSH'G @ STEP IN ROOFING 

TYPICAL ROOF COMPONENTS: 

- 22 GA STANDING SEAM METAL ROOFING, TYP. 

- 30# FELT UNDERLAYMENT 

- 1/2" PLYWD BACKING FOR ROOFING 

- 2x10 PURLINS @ 24" o.c., TYP., U.N.O. (REF. STRUCTURAL) 

- PERP. 2x BLOCKING @ 24" o.c. (ALLOW AIRSPACE) 

- 1" MIN. AIRSPACE ABOVE INSULATION 

- R-30 INSULATION, TYP. 

- 4-MIL VAPOR BARRIER 

- PLYWD. ROOF SHEATHING PER STRUCTURAL 

- T&G CAR DECKING PER STRUCTURAL 

- GLULAM RAFTER-BEAMS PER STRUCTURAL 

PROVIDE GALV. OR ZINC END CAP @ END OF GLBs, TYP. 

CONTINUOUS VENT w/ INSECT SCREEN 



Tel. 206 . 851 . 0055 


consultants: 

ENTRY PORCH ROOF COMPONENTS: 

- 22 GA STANDING SEAM METAL ROOFING, TYP. 


- T&G CAR DECKING PER STRUCTURAL 

- RAFTERS PER STRUCTURAL 

CONTINUOUS VENT w/ INSECT SCREEN 

BEAM PER STRUCTURAL 

MTL FLSH'G OVER EXT WDW & 

DOOR OPN'Gs, TYP. 

COLUMN TO BEAM CONNECTION 

PER STRUCTURAL 

GALVANIZED STEEL PIPE COLUMN 


ATTIC (OVER KITCHEN) 

CEILING COMPONENTS @ KITCHEN: 

- 5/8" GWB @ SOFFIT CEILING 

- 4 MIL VAPOR BARRIER 

- 2 x 10 SOFFIT FRAMING @ KITCHEN 

- INSULATE SOFFITTED CEILING TO EXTENT POSSIBLE 

- 3/4" T&G PLYWOOD SUBFLOOR 

KITCHEN 

103 




TYPICAL WALL COMPONENTS: 

- CEDAR BOARD AND BATTEN OR SHIPLAP SIDING 

(HARDI-PANEL OR EQUAL @ SIM CONDITIONS) 


- WALL SHEATHING PER STRUCTURAL 

- 2x6 STUDS @ 16" o.c., TYP., U.N.O. (REF. STRUCTURAL) 

- BLOCKING AND NAILING PER STRUCTURAL 

- R-21 INSULATION, TYP. 

- 4-MIL VAPOR BARRIER 

- 1/2" GWB, U.N.O. 

DECK 

102a 

DECK COMPONENTS: 

WALL 

SECTIONS 

COLUMN TO FOOTING CONNECTION 


- 2x6 CEDAR DECKING 

- 2x JOISTS PER STRUCTURAL 

date: 

FOOTING PER STRUCTURAL 

TYPICAL FLOOR COMPONENTS: 

- FINISH FLOOR (VARIES) 

- PLYWD SUBFLR PER STRUCTURAL 

- TJI FLOOR JOISTS PER STRUCTURAL 

- BLOCKING AND NAILING PER STRUCTURAL 

- R-30 INSULATION @ UN-HEATED BASEMENT CONDITION 

- 5/8" GWB, TYP., U.N.O. 

BASEMENT 

PROVIDE FLASH'G @ T.O. LEDGER 

HOLD DECK LEDGER OFF SHEATHING 

1/2" TO ALLOW FOR DRAINAGE 

BEAM PER STRUCTURAL 

COLUMN TO BEAM CONNECTION 


GALVANIZED STEEL PIPE COLUMN 




O2.15.07 K.C. PERMIT SUBMITTAL 

stamp: 

@ TALL FOUNDATION WALL CONDITION: 

- 1/2" AIRSPACE @ CONC. 

- 2x4 STUDS @ 24" o.c. 

- R-19 INSULATION 

- 4 MIL VAPOR BARRIER ON WARM SIDE 

- 1/2" GWB, TYP., U.N.O. 

TYPICAL INTERIOR SLAB COMPONENTS: 

- REINFORCED CONC. SLAB PER STRUCTURAL 

- HYDRONIC/RADIANT TUBES 

- RIGID INSULATION 

- VAPOR BARRIER 

- PEA GRAVEL 

- UNDISTURBED EARTH OR COMPACTED FILL 

COLUMN TO FOOTING CONNECTION 


7973 

REGISTERED 

ARCHITECT 

GEOFF BELAU 


scale: 

3/4" = 1'-0" 

FOUNDATION WALLS, RETAINING WALLS, FOOTINGS, AND SLAB PER STRUCTURAL 

FOOTING AND SLAB 


sheet: 

A4.1

Window and Exterior Door Schedule 

I.D. Qty. Type Unit Size Frame Details Rough Opening 

s i l o 


4'-0" 

5'-0" 

8'-0" 

N-02a 

3'-0" 

2" 

2'-11 1/2" 

4'-0" 

1'-11 1/2" 

2'-8" 

3'-0" 

6'-0" 

W H Sill Ht. Head Jamb Sill W H Sill Ht. Mfgr U-Value Materials, Features Notes 

N1 1 awning 4'0" 4'0" 3'0"

40'-0" 11'-5 1/2" 38'-0" 

11'-6" 

s i l o 




Tel. 206 . 851 . 0055 


9'-6" 9'-6" 9'-6" 9'-6" 

4'-0" 7'-5 1/2" 

10'-6 3/4" 8'-2" 7'-9" 

4'-0" 

5 

10'-4" 

9'-10" 

HD11 

S3.1 

SLAB ON GRADE 

(SLOPE 1/4" PER FOOT) 

6'-9" 12'-2" 4'-11 1/4" 4'-8" 

CONC. FTG. 

1'-0" x 6" w/ (2) #4 

DOOR LOCATION 

CONC. FTG. 

6'-0" x 6'-4" x 12" 

w/ #4 @6" E.W. 

1'-0" 

2'-6 1/2" 

HD12 

CONC. FTG. 

1'-0" x 6" w/ (2) #4 

CONC. FTG. 

1'-0" x 6" w/ (2) #4 

8 

S3.1 

7'-0" 

CONC. FTG. 

1'-4" x 8" w/ (2) #4 

HD12 

8 

S3.1 

HD12 

HD12 

HD12 

8 

S3.1 

HD11 

7 

S3.1 

CONTROL JOINTS 

HD12 

HD12 

consultants: 

Dibble Engineers, Inc. 

25 Central Way, Suite 210 

Kirkland, WA 98033 

Tel. 425 . 883 . 1900 

Fax 425 . 417 . 3735 

20'-0" 

8'-0" 

CONC. FTG. 

1'-0" x 6" w/ (2) #4 

STEP FOUNDATION WALL 

9'-0" VERIFY IN FIELD 

9 

S3.1 



2'-6" V.I.F. 

TYP. 

8 

S3.1 

HD12 

HD11 

CRAWL SPACE 

SLAB ON GRADE 

(-9'-2 3/4") 

HD11 

9 

S3.1 

2'-6" 

11 

S3.1 

HD12 


HD11 

DOOR 

LOCATION 

HD12 

DOOR 

LOCATION 

2'-10" 2'-7" 

HD12 

9 

S3.1 

HD12 

CONC. FTG. 

3'-0" x 2'-6" DEEP w/ (3) #5 

TOP & BOTTOM (3" CLR., TYP.) 

9 

S3.1 

4'-0" 

23'-11" 

1'-6" 

2'-0" 

10 

HD14 

HD13 

S3.1 

DOOR LOCATION 

6" 

HD11 

6'-3" 10" 

7'-11" 

11'-2 3/4" 7'-5 1/2" 

2 3/4" 

THICKENED SLAB 

1'-0" x 6" DEEP w/ (2) #4 

HD11 

9 

S3.1 

9'-6" 

4'-1" 

SLAB ON GRADE 

(-3'-2 3/4") 

HD11 

HD11 

37'-6 1/2" 

9 

S3.1 

HD13 

HD13 

7 

S3.1 

TYP. 

17'-0" 




BASEMENT / 

FOUNDATION 

PLAN 

HD12 

1'-2 1/2" 

2'-10" 


28'-0" 

14'-0" 14'-0" 

CONC. FTG. 

1'-0" x 6" w/ (2) #4 

CONC. FTG. 

2'-9" x 2'-9" x 10" DEEP 

w/ (4) #4 EACH WAY 

HD12 

6 

S3.1 

HD12 

SLAB ON GRADE 

(+2'-6" - SLOPE 1/4" PER FOOT TO DRAIN) 


CONC. FTG. 

2'-9" x 2'-9" x 10" DEEP 

w/ (4) #4 EACH WAY 

8'-6 1/4" 

3'-10 3/4" 

HD12 

HD12 

THICKENED SLAB 

1'-0" x 6" w/ (2) #4 

CONC. FTG. 

1'-0" x 6" w/ (2) #4 

1 

S3.0 

FOUNDATION PLAN 

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

date: 


O3.20.07 

O2.15.07 

stamp: 

7973 



REGISTERED 

ARCHITECT 

6 

S3.1 

10'-0" 

GEOFF BELAU 


UPPER / STUDIO 

HD11 

HD11 

GARAGE DOOR LOCATION 

4 

S3.1 

HD11 

HD12 

CONC. FTG. 

1'-0" x 6" w/ (2) #4 

UPPER / BDRM 

MAIN 

LOWER BDRM 

BASEMENT 

BSMT / CRAWL 

GARAGE 

scale: 

1/4" = 1'-0" 

sheet: 

3'-11" 

18'-2" 

FLOOR LEVEL KEY 

NTS 

S3.0 

28'-0"

s i l o 




Tel. 206 . 851 . 0055 


CMSTC16 

PONY WALL TOP PLATE TO 

STORAGE RM BOTTOM PLATE 

CS14 STRAP @ 

END JST TO RIM 

4x6 HDR 

6x6 

SW1 

(2) 2x6 FH 

14" TJI 230 @ 12" o.c. 

4x6 BRG 

P.T. 6x10, TYP. 

3 

S4.1 

5 1/8 x 12 GLB 

P.T. 2x10s @ 16" o.c. 

HD3 (2) 2x6 FH 

4x6 BRG 

SW1 

14" TJI 230 @ 16" o.c. 

14" TJI 230 @ 12" o.c. 

WELD CCO TO PIPE 

HD3 

5 1/2" DIA. PIPE, TYP. 

HD3 

SW1 

HD3 

F 

2 

S4.1 

50 CFM, MIN. 

9 

S4.1 

CS14 STRAP @ 

END JST TO RIM 

HD3 

HD3 

SW3 

SW2 

6x6 HDR 

1 3/4 x 14 LSL 

4x6 HDR 

1 3/4 x 14 LSL 

3 1/4 x 14 LSL 

HD7 

SW1 

LANDING 

LANDING 

NOTES: 

HD1 

3 1/8 x 10 1/2 GLB 24F-V4 

14" TJI 230 @ 16" o.c. 

1. CS16 STRAP REQ'D AS FOLLOWS, U.N.O.: 

a. TOTAL LENGTH = 3 FT. 

b. CENTER @ JOINT 

c. FILL EVERY HOLE w/ 8d 

2. CS14 STRAP REQ'D AS FOLLOWS, U.N.O.: 

a. TOTAL LENGTH = 3'-6" 


c. FILL EVERY HOLE w/ 10d 

3. CMSTC16 STRAP REQ'D AS FOLLOWS, U.N.O.: 

a. TOTAL LENGTH = 8'-0" 


c. (33) 16d EACH HALF OF STRAP ((66) 16d TOTAL) 

HD1 

SW1 

HD1 

6x6 HDR 

HD1 

SW1 

HD3 

SW2 

SW2 

consultants: 




Tel. 425 . 883 . 1900 

Fax 425 . 417 . 3735 




MAIN LEVEL 

FLOOR FRAMING 

PLAN 

date: 

SEE SHEET S1.2 FOR SECOND FLOOR FRAMING 


O3.20.07 


1 

S4.0 

MAIN LEVEL AND LOWER BEDROOM FLOOR FRAMING PLAN 

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

O2.15.07 

stamp: 


7973 

REGISTERED 

ARCHITECT 

GEOFF BELAU 



UPPER / BDRM 

MAIN 

LOWER BDRM 

GARAGE 

scale: 

1/4" = 1'-0" 

BASEMENT 

sheet: 

BSMT / CRAWL 


NTS 

S4.0 A1.1

s i l o 




Tel. 206 . 851 . 0055 


4 

S4.1 

consultants: 

HH6 @ HDR TO 6x 




Tel. 425 . 883 . 1900 

Fax 425 . 417 . 3735 

6x6 

6x6 HDR 

SW1 

(2) 2x6 FH 

HD1 

3 1/8 x 10 1/2 GLB 24F-V4 

(2) 2x6 FH 

SW1 

(2) 2x6 FH 

HD1 

3 1/8 x 10 1/2 GLB 24F-V4 

(2) 2x6 FH 

SW1 

6x6 

(2) 2x4 

HUCQ-SDS 

6x6 HDR 

1 3/4 x 14 LSL 

(2) 2x4 

1 3/4 x 14 LSL 

14" TJI 230 @ 16" o.c. 

SW2 

SW2 

6x6 

6x6 HDR 

1 3/4 x 14 LSL 

P.T. 2x12 DECK JOISTS - 

6' CANTILEVER, 12' BACKSPAN 

ITT @ JOIST TO LSL, TYP. 

HD1 

SW1 

HD1 

3 1/8 x 9 GLB 24F-V4 

HD 

14" TJI 230 @ 16" o.c. 

1 

S4.1 

HD1 

SW1 

3 1/8 x 9 GLB 24F-V4 

HD1 

SW1 

4x8 HDR 

SW2 

SW2 

HD3 

HD3 

23/32" APA RATED STURD-I-FLOOR T&G 

SHEATHING FACE GRAIN PERPENDICULAR 

TO FLOOR FRAMING. GLUE AND NAIL w/ 

8d @ 12" o.c. FIELD (UNBLOCKED), TYP. 

2 

S4.1 




UPPER / BEDROOM 

FLOOR FRAMING 

PLAN 

1 

S5.0 

UPPER / BEDROOM FLOOR FRAMING PLAN 

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

date: 


O3.20.07 

O2.15.07 



stamp: 

7973 

REGISTERED 

ARCHITECT 

GEOFF BELAU 



UPPER / BDRM 

MAIN 

LOWER BDRM 

GARAGE 

scale: 

1/4" = 1'-0" 

BASEMENT 

BSMT / CRAWL 

sheet: 


NTS 

A1.1 S5.0

s i l o 




Tel. 206 . 851 . 0055 


6 

S7.1 

consultants: 

2 

S4.2 

6 

S7.1 

TALL WALL (15'-16') TO BE FRAMED 

w/ 2x6 #2 @ 12" o.c., MIN. 

6x6 DF 

5 1/8 x 12 GLB 24F-V4 

4x6 BRG 

SW1 

(2) 2x6 FH 

(2) 2x6 FH 

4x6 

(2) 2x6 FH 

4x6 

6x6 DF 




Tel. 425 . 883 . 1900 

Fax 425 . 417 . 3735 

1 

S4.2 

3 

S7.1 

4 

S7.1 

6x6 DF 

4x6 FH 

4x6 DF 

SW1 

SW1 

HD1 

HD1 

STL. BRACE 

STL. BRACE 

@ 16" o.c. 

P.T. 2x10s 

5 1/8 x 18 GLB 24F-V4 

2x6 DF CAR DECKING, 

TYP. 

SW1 

5 1/8 x 12 P.T. GLB 24F-V4 

5 

S4.1 

7 

S4.1 

@ 16" o.c. 

4x6 DF 

SW2 

3 1/8 x 13 1/2 GLB 24F-V4 @ 4'-0" o.c. (+/-), TYP. 

4x6 BRG 

@ 24" o.c. 

2x8s 

w/ LUs TO RIM 

4x6 DF 

(2) 2x6 FH 

SW3 

4x10 

16d @ 6" o.c. 

END 2x TO RIM 

5 1/4 x 11 7/8 PSL 2.0E 

4x6 DF 

(2) 2x6 BRG 

(2) 2x6 FH 

(2) 2x6 BRG 

4x6 HDR 

(2) 2x6 FH 

(2) 2x6 BRG 

HD1 

4x6 

6x10 

(2) 2x6 FH 

(2) 2x6 BRG 

CS16 BEAM TO BLCK'G 

SW3 

(2) 2x6 FH 

@ 4' o.c., +/- 

4x6s 

SW1 

4 x 8, TYP. 

SW1 

6x10 

7 

HH TO 6x POST, TYP. 

HH6 

6x6 

6x6 

S7.1 

10 

S7.1 

6x10 

HH6 

6x6 

HH6 

6x6 

(2) 2x6 FH 

SW3 

(2) 2x6 FH 

3 1/8 x 12 GLB 24F-V4 @ 4'-0" o.c. (+/-), TYP. 


TYP. 

(2) 2x6 FH 

6x10 DF 4x6 4x6 

(2) 2x6 FH 

SW1 SW1 SW1 

CS16 @ 4x TO 

BLCK'G IN WALL 

3 1/2" DIA. PIPE w/ 1/4" WALL THICKNESS, MIN. 

USE LCC OR SIM. TO BEAM 

NOTES: 

6 

S7.1 

STL. BRACE 

1) SEE SHEET S2.0 FOR TYPICAL HEADER FRAMING 

U.N.O. ON PLAN. 

2) CS16 TOTAL LENGTH = 3 FT. 

CENTER @ JOINT AND FILL EVERY HOLE w/ 8d, U.N.O. 

(2) 2x6 FH 

SW1 

4 

S7.1 

3 

S7.1 

date: 




UPPER STUDIO 

FLOOR FRAMING, 

MAIN ROOF 

FRAMING 

PLANS 

2 

S4.1 

HD1 

6x6 

HD1 

SW1 

4x6 HDR 

6 

S4.1 

11 7/8 TJI 230 

6 3/4 x 18 P.T. GLB 

11 7/8 TJI 230 @ 16" o.c. 

6x6 

6x6 BRG 

SW1 SW1 

HD1 

HD1 

3 

S4.2 

1 

S6.0 

UPPER STUDIO FLOOR FRAMING PLAN / MAIN ROOF FRAMING PLAN 

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


O3.20.07 

O2.15.07 

stamp: 

7973 



REGISTERED 

ARCHITECT 

GEOFF BELAU 


4x6 FH 


SW1 

6x6 BRG 

5 1/8 x 19 1/2 GLB 24F-V4 

4x6 FH 

SW1 

HD1 

UPPER / BDRM 

MAIN 

LOWER BDRM 

GARAGE 

scale: 

1/4" = 1'-0" 

23/32" APA RATED STURD-I-FLOOR T&G 

SHEATHING FACE GRAIN PERPENDICULAR 

TO FLOOR FRAMING. GLUE AND NAIL w/ 

8d @ 12" o.c. FIELD (UNBLOCKED), TYP. 

(2) A35 @ FH 4x TO TOP & BOTTOM 

PLATE (4 TOTAL @ EACH 4x), TYP. 

STITCH GARAGE DOOR FH 4x TO BRG 6x 

w/ 3/8" DIA. THROUGH-BOLTS @ 12" o.c. 

(STAGGERED), COUNTERSINK @ 6x BRG, TYP. 

BASEMENT 

BSMT / CRAWL 


NTS 

sheet: 

A1.1 S6.0

s i l o 




Tel. 206 . 851 . 0055 


consultants: 




Tel. 425 . 883 . 1900 

Fax 425 . 417 . 3735 

OVER-FRAMING 

@ ROOF BELOW 

6 

S7.1 




SW2 

SW1 

(2) 2x6 FH 

4x10 HDR 

(2) 2x6 FH 

SW1 

4x6 HDR 

SW1 

UPPER STUDIO 

ROOF FRAMING 

PLANS 

4 

S7.1 

3 

S7.1 

PROVIDE SLIP CONNECTION @ 

BEAM TO WALL CONDITIONS 

PER ARCH., TYP. 

(2) 2x6 FH 

(2) 2x6 FH 

SW2 

(2) 2x6 FH 


TYP. 

5 1/8 x 16 1/2 GLB 24F-V4 @ 4'-0" o.c. (+/-), TYP. 

SW1 SW1 

(2) 2x6 FH 

(2) 2x6 FH 

PROVIDE 3/8" SLIP GAP BETWEEN 

CEILING & WALL (AFTER ROOF 

INSTALLATION) PER ARCH., TYP. 

3 

S7.1 

4 

S7.1 

1 

S7.0 

UPPER STUDIO ROOF FRAMING PLAN 

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

date: 


O3.20.07 

O2.15.07 

stamp: 

7973 



REGISTERED 

ARCHITECT 

GEOFF BELAU 



6x6 DF 

5 1/8 x 10 1/2 GLB 24F-V4 

6x6 DF BRG 

(2) 2x6 FH 

SW1 

UPPER / BDRM 

MAIN 

LOWER BDRM 

GARAGE 

scale: 

1/4" = 1'-0" 

5 

S7.1 

BASEMENT 

BSMT / CRAWL 


NTS 

sheet: 

S7.0

Site Plan Drawings - GreenWorks Realty

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