SWU PURSUIT OF EXCELLENCE consultants:
notes:
revisions:
1
APR. 23, 2018
FINAL SUBMISSION
no.
date
description
project:
RESIDENTIAL DESIGN SCENARIO #6 PRAIRIE STYLE HOUSE drawing:
COVER SHEET
REQUIREMENTS: · · · · · · · · · · · · · · · · · · ·
2400 S.F. 2 STOREY HOME ON 42' POCKET LOT. FLAT GRADE. 3 BEDROOMS 2.5 BATHS (ONE "JACK AND JILL" ON 2ND FLOOR) ENSUITE OFF WALK-IN CLOSET ENSUITE NEEDS: 2SINKS, NO TUB, HUGE SHOWER, TOILET SEP. LARGE KITCHEN WITH ISLAND AND EATING BAR, WALK-IN PANTRY. GREAT ROOM AT REAR WITH GAS FIREPLACE. DINETTE (LARGE) OFF KITCHEN W/ COVERED DECK. COVERED ENTRY AT FRONT OF HOUSE SECOND FLOOR LAUNDRY DEN/OFFICE AT FRONT (MAIN) MASTER AT REAR WITH HIGH CEILING (2ND) BONUS ROOM ON 2ND FLOOR OVER GARAGE STAIRS ON SIDE OF HOUSE FOYER OPEN TO REAR OF HOUSE. DOUBLE ATTACHED GARAGE AT FRONT OF HOME. MUDROOM/STORAGE BY GARAGE. NO BASEMENT DEV. PRAIRIE EXTERIOR STYLE.
designed by:
SHAO-WEN WU
checked by:
BRUCE TUCHSEN
drawn by: date: 3'-0" 24" TRANSOM WINDOWS
3'-0"
3'-0"
3'-0"
72x12-F
36x12-F
24x36-C
3'-0" 24x72-F
48x36-F 24x36-C
24x36-C
24x36-F
24x36-F
24x36-C
2-36"x80" SLIDING
24-24x36-FC
APRIL 23, 2018
course:
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
24x72-F 24x36-C
SHAO-WEN WU
class:
ENDS 2500 X01
24x36-C
instructor:
BRUCE TUCHSEN
2'-4"
scale:
AS SHOWN
3'-0"
3'-0"
1'-0" 24x36-C
24x72-C
48x72-F
24x72-C
12x80 S/LITES
48x36-F
3'-0"
1'-0"
3'-0"
3'-0"
3'-0"
3'-0"
24-24x48-CF SILL 3'8" ABOVE LANDING
sheet: 1 OF 6
24x36-C
2-36"x80" FRENCH
project no. 24x72-C
48x72-F
drawing no.
24x72-C 6024 SL
RES. SCE. 6 cad file
A0
DECK C/W PERGOLA 12'6" x 10'0" 42'-0"
14'-0" 3'-0"
A A5
DECK C/W PERGOLA FOR FUTURE EXTERIOR KITCHEN / BBQ 15'6" x 16'0"
12'-6"
4'-0"
3'-0"
4'-0"
DN 1R
15'-6"
6'-3"
6'-3"
3'-9"
4'-0"
SWU PURSUIT OF EXCELLENCE 42'-0"
9'-0"
9'-0"
DN 1R
1'-0"
A A5 1'-0"
DN 1R
DECK C/W PERGOLA FOR FUTURE JACUZZI 14'0" x 16'0"
4'-0"
14'-0"
3'-9"
13'-0" 2'-2"
7'-4"
4'-6"
consultants:
1'-10 1/4"
4'-5"
15'-0" 2'-3 3/4"
4'-5"
4'-0 3/4"
2'-4 1/2"
4'-4 1/4"
4'-2 5/8"
24x36-C
24x36-C
24x36-C
24x72-F
24x72-F
4'-0"
COVERED VERANDA 20'0" x 6'0"
3'-0"
3'-3" 3'-7" 3'-10"
58'-7"
32"x80" BARN DR.
32"x80"
DN 16R
BONUS ROOM 12'2" x 16'9"
SINK
LAUNDRY 8'8" x 9'10"
revisions:
LINE OF BEARING WALL BELOW
OPEN TO BELOW
15'-4"
ROOF TRUSSES @24" O.C.
32"x80"
3'-4 1/2"
2-36"x80" FRENCH
HAND RAILS TO SPEC. 1'-0"
1'-10 1/2"
48x36-F
3'-0"
W.C.
notes:
9'-2 1/2"
24x36-C
INSULATE FLR. ABOVE TO MIN. R28
3'-0"
W.I.C. 6'0" x 14'4"
SHOWER 4'9" x 9'7"
BEDROOM 3 10'9" x 10'4"
2-30"x80"
DESK
32"x80" BARN DR.
1'-0"
12x80 S/LITES
32"x80"
10' CEILING IN MASTER BEDROOM 8' CEILING ELSE -REFER TO SECTION
BY MANUF. TO SPEC.
2-30"x80"
ROD & SHELF
28"x80" BARN DR.
3'-0 1/2" 52'-7"
7'-11 1/2"
SHLVS.
ENSURE PROPER HEADROOM
WASHRM. 9'4" x 10'5"
ROD & SHELF
3'-3" ROD & SHELF
SHLVS.
36"x80" 24x72-C
W.I.STORAGE 8'8" x 5'5"
24x36-C
24-24x36-FC
DROPPED ENG. BEAM BY SUPPLIER BONUS ROOM ABOVE
DN 4R
LINE OF VERANDA BELOW 24x36-C
DOUBLE CAR GARAGE 22'0" x 24'0"
RAILINGS TO SPEC. ENG. APP. BEAM BY OTHERS
8'0"x8'0" OVERHEAD GARAGE DOOR
4'-6"
ROOF TRUSSES
INSTALL GARAGE DOOR OPENER FOR EACH OVHD. GARAGE DOOR
12"x12" COLUMN C/W 4" STONE VENEER
24'-0"
4'-0"
DN 4R
32"x80"
52'-7"
3'-0"
48x72-F
32"x80"
2-28x80 GLASS SLIDING DOORS
D
24x72-C
3'-10"
CUBBIES W/ BENCHES
OPEN TO ABOVE
2x6 LOAD BEARING WALL (TYP.) FOR PERIMETER
DN 15R
ENSTE.
W
FOYER 6'0" x 9'6"
UP 16R
5'-11 1/2"
MUDROOM 7'9" x 8'0" DEN / OFFICE 13'0" x 10'6"
6'-0"
36"x80" SLIDING DOORS
32"x80" SLIDING BARN DOOR
AS SPEC'D BY MANUF.
CLOSET 7'2" x 2'6"
W.C. 7'3" x 6'4"
32"x80"
22'-10"
W.I.C. 5'6" x 6'4"
ENG. FLOOR JOISTS
ROD & SHELF
10'-10 1/2"
SHLVS.
2'-10 1/2"
0" FRENCH DOOR REF.
2x6 LOAD BEARING WALL
33'-0"
"x8
WINE CABINET W/ COUNTERTOP
32"x80" BARN DR.
28'-7"
KITCHEN ISLAND W/ EATING BAR
24-24x48-CF SILL 3'8" ABOVE LANDING 3'-1 3/8" 15'-4"
3-PLY EXPOSED GLULAM BEAM BY SUPPLIER TO SPEC.
4'-2 1/8"
AS SPEC'D BY MANUF.
ENG. FLOOR JOISTS
5'-0"
KITCHEN 14'6" x 14'4" 24
9' CEILING ON MAIN EXCEPT EXPOSED GLULAM BEAMS
DINETTE 13'5" x 12'4"
MASTER BEDROOM 12'6" x 17'4"
BEDROOM 2 10'9" x 10'4"
30"x80"
GREAT ROOM 13'0" x 14'4"
RANGE
2x6 LOAD BEARING WALL
2'-6"
SHLVS.
2x6 SOUND BARRIER WALL
DESK
MICROWAVE SHELVE
LINE OF F.P. BELOW
3'-2"
8'-3"
D/W
2-36"x80" FRENCH
2'-0"
33'-0"
36x12-F
2-36"x80" SLIDING
CANTILEVERED GAS FIREPLACE
19'-7"
72x12-F
3'-3 1/2"
48x36-F
4'-0"
24x36-C
10'-4 1/2"
24x72-C
DN 1R
24-24x48-CF SILL 3'8" ABOVE LANDING
48x72-F
COVERED DECK 12'6" x 8'0"
MASTER BALCONY 12'6" x 6'0"
2'-0"
24x72-C
DN 3R
ROD & SHELF
DN 3R
DN 1R
1'-0"
RAILINGS TO SPEC. 12"x12" COLUMN C/W 4" STONE VENEER
5'-0"
6'-0"
ENG. APP. BEAM BY OTHERS
2'-2"
7'-4" 14'-0"
3'-0"
3'-0" 6'-0"
2'-0"
24x36-F
3'-0"
24x36-F
3'-0"
24x36-C
3'-0"
2'-0"
13'-0"
2
APR. 23, 2018
FINAL SUBMISSION
1
MAR. 15, 2018
ISSUED FOR REVIEW
no.
date
description
project: 4'-0"
RESIDENTIAL DESIGN SCENARIO #6 PRAIRIE STYLE HOUSE
5'-0" 9'-0"
BY MANUF. TO SPEC. 20'-0"
8'0"x8'0" OVERHEAD GARAGE DOOR
22'-0"
drawing:
11'-1"
MAIN FLOOR PLAN & SECOND FLOOR PLAN designed by:
SHAO-WEN WU
checked by:
BRUCE TUCHSEN
LINE OF GARAGE WALL BELOW 3-2x10 SPR #2 LINTEL
3-2x10 SPR #2 LINTEL
drawn by: date: 14'-0"
6'-0" 20'-0"
6'-4"
9'-4"
6'-4"
APRIL 23, 2018
course: class:
22'-0"
SHAO-WEN WU
ENDS 2500 X01
SCALE: 1/4" = 1'-0" 1250 sq.ft.
SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" 1300 sq.ft.
A A5
MAIN FLOOR PLAN
A A5
instructor: scale:
BRUCE TUCHSEN
AS SHOWN
sheet: 2 OF 6 project no.
drawing no.
RES. SCE. 6 cad file
A1
A A5 42'-0" 14'-0"
REINFORCING NOTES:
12'-6"
7'-0"
15'-6"
ENG. APP. C.I.P. CONC. PILE BY OTHERS
7'-0"
7'-9"
· · · · · · · · · ·
7'-9"
ENG. APP. BEAM BY OTHERS
6'-0"
SWU PURSUIT OF EXCELLENCE
60x24-SLIDING C/W WINDOW WELL TO SPEC.
CONCRETE FOUNDATION WALLS TO BE R/W 10M@24"O.C.(VERT) & 10M @ 18" O.C. (HORIZ.)- 2-10M DOWELS E/S OF OPENINGS. CONCRETE STRIP FOOTINGS TO BE R/W 2-10M BARS - CONTINUOUS BASEMENT SLAB R/W WWM C/W 6 MIL POLY MOISTURE BARRIER ON SAND COMPACTED TO 98% PROCTOR CONC. PAD FOOTINGS R/W 10M @ 12" O.C. E/W GARAGE SLAB R/W 2-10M BARS @ 12" O.C. E/W ON COMPACTED SAND - TO 98% PROCTOR GRADE BEAM. R/W 2-10M CONTINUOUS T&B C/W 10M TIES @ 18" O.C. TYPICAL PILES TO BE 12"Ø X 14'-0" DEEP R/W 3-15M - EXTENDED 60" ABOVE CONCRETE & BENT E/W - OTHER PILES TO BE ENGINEERED TIE SLAB &/OR SIDEWALK TO GRADE BM./FDN WALL W-10M TIES @ 12" O.C. TIE GRADE BM. TO FDN WALL W/2-10M T&B @ELE ENGINEER'S DRAWINGS &/OR STAMP TO BE THE RESPONSIBILITY OF BUILDER/OWNER
consultants:
60x24-SLIDING C/W WINDOW WELL TO SPEC.
4" CONCRETE SLAB ON COMP. SAND FILL ON 6 MIL POLY V/B - SEE REINF NOTES
5'-0"
19'-1"
28'-7"
STEEL POST W/ TOP PLATE BY SUPPLIER TO SPEC. ON 36x36x8 PAD
9'-5 1/2"
AS SPEC'D BY MANUF.
2X4 FROST WALL- 2" FROM FDN WALL R20 INSULATION 6 MIL POLY V.B. 1/2" GYPSUM W/B
3'-3"
32"x80"
ENG. FLOOR JOISTS
58'-7"
4" CONCRETE SLAB ON COMP. SAND FILL ON 6 MIL POLY V/B - SEE REINF NOTES
36"x36"x8" C.I.P. FTG. UNDER POST (TYP.)
32"x80"
60x24-SLIDING C/W WINDOW WELL TO SPEC.
BEAM BY SUPPLIER TO SPEC.
· · · · · · ·
UP 15R
MECHANICAL / STORAGE 21'0" x 8'6"
3'-2"
SUMP PUMP
FURN.
GAS HW
ELEC. PANEL
8X108 REINF CONCRETE FDN WALL ON 20X8 REINF CONC. STRIP FOOTINGS -SEE REINF NOTES ( TYP.)
ALL CONSTRUCTION MUST CONFORM TO LOCAL BYLAWS &/OR ALBERTA BUILDING CODE. WEEPING TILE TO BE INSTALLED AROUND ALL STRIP FOOTINGS AND TIED TO DRAINAGE AS PER CODE. ALL DIMENSIONAL FLOOR JOISTS TO BE #2D.F. OR BETTER AND DOUBLED AROUND AL OPENINGS. PRE-MANUFACTURED FLOOR SYSTEM - AS PER SUPPLIER. ROOF TRUSSES TO BE ENGINEERED BY OTHERS. ALL CANTILEVERED FLOORS TO HAVE R32 INSULATION ALL M=L &/OR GLULAM BMS TO BE ENGINEERED BY OTHERS. * INDICATES 2'8 x 6'8 DOOR C/W 1 HR. MIN. FIRE RATING & SELF CLOSER AND WEATHERSTRIPPING ATTIC ACCESS MUST BE 22"x28" (MIN.) & INSLUDE INSULATION & WEATHERSTRIPPING ROOF VENTS MUST BE PROVIDED AS PER CODE PROVIDE INSULATION STOPS PROVIDE PREFINISHED FASCIA & EAVESTROUGHING WINDOW SIZES INDICATED ARE APPROXIMATE GLASS SIZE ONLY. ALL WINDOW R.O.'S, SIZES, STYLES, AND TYPES MUST BE VERIFIED W/OWNER PRIOR TO ANY INSTALLATION OR ORDERING. FLASHING MUSH BE PROVIDED OVER DOORS & WINDOWS. GRADE LINE IS SUGGESTED ONLY. VERIFY STEPS & ACTUAL GRADE LINE ON SITE W/CONDITIONS MAIN FLOOR HT. TO ATTACHED GARAGE SLAB HT. IS TO BE VERIFIED BY SURVEYOR W/ ACTUAL GRAE ON SITE. PROVIDE SMOKE DETECTOR(S) AS PER CODE MIN. 2" CLEARANCE AROUND FURNACE & F/P FLUES DRYER BENT MUST BE 4" DIA C/W HOOD INDACATES EXHAUST FAN TO EXTERIOR
notes:
STAIR CONSTRUCTION NOTES: · · · · ·
MAX. RISE = 8" MIN. RUN = T.B.D. MIN. TREAD = 9 14" MIN. HEADROOM = T.B.D. HANDRAIL HT. FROM 32" TO 36"
GAS
STEEL POST W/ TOP PLATE BY SUPPLIER TO SPEC. ON 36x36x8 PAD
3'-2"
POWER
13'-7 1/4"
33'-0"
· · · · · · · · · · · · ·
3'-7"
CANTILEVERED GAS FIREPLACE ABOVE
AS SPEC'D BY MANUF.
ENG. FLOOR JOISTS
2'-0"
GENERAL NOTES:
revisions:
6'-0"
1'-0"
SECURELY TIE GARAGE FDN. TO THE FDN WALL W/ 2-15M BARS T&B @ ELE
19'-7"
24'-0"
2'-6"
4" CONCRETE SLAB ON COMP. SAND FILL ON 6 MIL POLY V/B - SEE REINF NOTES
2
APR. 23, 2018
FINAL SUBMISSION
1
MAR. 15, 2018
ISSUED FOR REVIEW
no.
date
description
project:
RESIDENTIAL DESIGN SCENARIO #6 PRAIRIE STYLE HOUSE
8"X60" REINF CONCRETE FDN. WALL ON 20X8 REINF CONC. STRIP FOOTINGS -SEE REINF NOTES
11'-1"
8"X60" REINF CONCRETE FDN. WALL ON 20X8 REINF CONC. STRIP FOOTINGS -SEE REINF NOTES
drawing:
FOUNDATION PLAN & GENERAL NOTES
BUCK CONCRETE FOR OVERHEAD DOOR
14'-0"
6'-0" 20'-0"
6'-4"
9'-4" 22'-0"
6'-4"
designed by:
SHAO-WEN WU
checked by:
BRUCE TUCHSEN
drawn by: date:
APRIL 23, 2018
course:
SCALE: 1 /4" = 1'-0" 1100 sq.ft.
A A5
class:
FOUNDATION PLAN
SHAO-WEN WU
ENDS 2500 X01
instructor: scale:
BRUCE TUCHSEN
AS SHOWN
sheet: 3 OF 6 project no.
drawing no.
RES. SCE. 6 cad file
A2
SWU PURSUIT OF EXCELLENCE 12
4-12 PITCH TYP. EXCEPT WHERE 4 NOTED OTHERWISE
consultants:
CEDAR SHAKES
10" 2-PLY FASCIA
4" DARK GREY WINDOW TRIM (TYP.)
3'-0"
3'-0" 48x36-F
GREY ACRYLIC STUCCO 24x36-C
24x36-C
8" 2-PLY TRIM
GREY ACRYLIC STUCCO 24x36-C
12
3-12
3
24x36-F
24x36-F
24x36-C
24-24x36-FC
12 3 2'-4"
10" 2-PLY TRIM
GREY ACRYLIC STUCCO 10" 2-PLY FASCIA 3'-0" 12" COLUMN C/W WHITE PAINT 3'-0" GREY ACRYLIC STUCCO
6" TRIM W/ BEIGE ACRYLIC STUCCO 12"x12" COLUMN C/W 4" STONE VENEER ON EACH SIDE (20" TOTAL WIDTH) 24x72-C
48x72-F
6" TRIM W/ BEIGE ACRYLIC STUCCO
12x80 S/LITES
24x72-C
notes:
4" STONE VENEER
4" NATURAL STONE VENEER
12"x12" COLUMN C/W 4" STONE VENEER ON EACH SIDE (20" TOTAL WIDTH)
72" WIDTH PRECAST CONC. STAIRS (9 1/2" RUN, 7 1/2" RISE)
36"x12" GLASS PANEL INSERT (TYP.)
36"x12" WOOD PANEL INSERT (TYP.)
FRONT ELEVATION SCALE: 1/4" = 1'-0"
revisions:
CEDAR SHAKES
4
3'-0"
4-12 PITCH TYP. FOR ALL ROOF
12
3'-0" 24" TRANSOM WINDOWS
3'-0"
72x12-F
36x12-F
METAL RAILINGS C/W GLASS PANELS TO SPEC. BY OTHERS
3'-0" 24x72-F
2-36"x80" SLIDING
24x72-F 24x36-C
24x36-C
DARK GREY ACRYLIC STUCCO
2
APR. 23, 2018
FINAL SUBMISSION
1
MAR. 29, 2018
ISSUED FOR REVIEW
no.
date
description
project:
RESIDENTIAL DESIGN SCENARIO #6 PRAIRIE STYLE HOUSE
PERGOLA TO SPEC. BY OTHERS
drawing:
24x36-C
48x36-F
FRONT ELEVATION & BACK ELEVATION
24x36-C
2-36"x80" FRENCH
24x72-C
48x72-F
24x72-C
PARGING TO SPEC. BY OTHERS
designed by:
SHAO-WEN WU
checked by:
BRUCE TUCHSEN
drawn by: date:
APRIL 23, 2018
course: 12"x12" COLUMN C/W 4" STONE VENEER ON EACH SIDE (20" TOTAL WIDTH)
12"x12" COLUMN C/W 4" STONE VENEER ON EACH SIDE (20" TOTAL WIDTH)
SHAO-WEN WU
class:
ENDS 2500 X01
instructor:
BRUCE TUCHSEN
BACK ELEVATION
scale:
SCALE: 1/4 " = 1'-0"
sheet: 4 OF 6
AS SHOWN
project no.
drawing no.
RES. SCE. 6 cad file
A3
SWU PURSUIT OF EXCELLENCE 12 CEDAR SHAKES
4-12 PITCH TYP. EXCEPT WHERE 4 NOTED OTHERWISE
3'-0"
consultants:
3'-0"
3'-0"
METAL RAILINGS C/W GLASS PANELS TO SPEC. BY OTHERS GREY ACRYLIC STUCCO
PERGOLA TO SPEC. BY OTHERS
12
36" DARK GREY TRIM DETAIL RETURN
3'-0"
1'-0"
1'-0"
3
3-12
12" COLUMN C/W 4" STONE VENEER EACH SIDE (TYP.)
3'-0" 12" COLUMN C/W 4" STONE VENEER EACH SIDE (TYP.)
3'-0" notes:
24" STONE RETURN TO SPEC. BY OTHERS
6024 SL
72" WIDTH PRECAST CONC. STAIRS (9 1/2" RUN, 7 1/2" RISE)
LEFT ELEVATION SCALE: 3/16" = 1'-0"
revisions:
CEDAR SHAKES
3'-0"
12
3'-0"
4-12 PITCH TYP. EXCEPT WHERE 4 NOTED OTHERWISE
3'-0" GREY ACRYLIC STUCCO
METAL RAILINGS C/W GLASS PANELS TO SPEC. BY OTHERS
PERGOLA TO SPEC. BY OTHERS
36" DARK GREY TRIM DETAIL RETURN
2
APR. 23, 2018
FINAL SUBMISSION
1
MAR. 29, 2018
ISSUED FOR REVIEW
no.
date
description
project:
RESIDENTIAL DESIGN SCENARIO #6 PRAIRIE STYLE HOUSE drawing:
3'-0"
3'-0"
24" STONE RETURN TO SPEC. BY OTHERS
LEFT ELEVATION & RIGHT ELEVATION
24-24x48-CF SILL 3'8" ABOVE LANDING
12" COLUMN C/W 4" STONE VENEER EACH SIDE (TYP.)
designed by:
SHAO-WEN WU
checked by:
BRUCE TUCHSEN
drawn by: date:
APRIL 23, 2018
course:
RIGHT ELEVATION SCALE: 3/16" = 1'-0"
SHAO-WEN WU
class:
ENDS 2500 X01
instructor: scale:
BRUCE TUCHSEN
AS SHOWN
sheet: 5 OF 6 project no.
drawing no.
RES. SCE. 6 cad file
A4
EXTERIOR WALLS
FLOOR CONSTRUCTION
ROOF CONSTRUCTION
SIDING TO SPEC. BLDG PAPER 3/8" OSB SHEATHING 2x6 K/D STUDS @16" O.C. R20 INSULATION 6 MIL POLY 1/2" DRYWALL TO SPEC.
FLR. FINISH TO SPEC. 3/8" GOS UNDERLAY @LINO 5/8" T&G SUBFLOOR 11 7/8" TJI 100C @16" O.C. (TO MANUF. SPEC.) FINISH CEILINGS TO SPEC.
SHINGLES TO SPEC. BLDG PAPER 3/8" OSB SHEATHING ENG. APP'D. TRUSSES @ 24 O.C. R40 INSULATION 6 MIL POLY 1/2" DRYWALL TO SPEC.
12
4
12
4
SWU PURSUIT OF EXCELLENCE consultants:
4-12 PITCH TYP. FOR ALL ROOF
ROOF TRUSSES AS PER MANUFACTURER'S DETAILS
T/O PLATES 3'-0"
3'-0"
8'-1 1/8"
PLUMBING WALL
BONUS ROOM
SHOWER SLIDING DOORS
SHOWER
ENSTE.
METAL RAILINGS C/W GLASS PANELS TO SPEC. BY OTHERS
PERGOLA TO SPEC. BY OTHERS 12
T/O SUBFLR 2'-11 1/2"
4
U/S JOISTS
EXPOSED GLULAM BEAM BY OTHERS TO SPEC.
notes:
FURR. DOWN FOR R32 INSU.
GARAGE
ENG. APP'D. BEAM BY OTHERS TO SPEC.
MUDROOM
KITCHEN
CLOSET & CABINETS BEYOND 9'-1 1/8"
3'-0"
9'-7 1/8"
ROOF TRUSSES AS PER MANUFACTURER'S DETAILS
2'-5"
T/O SUBFLR
F.G.
U/S JOISTS BEAM BY OTHERS TO SPEC.
9'-0"
MECHANICAL /STORAGE
DAMP-PROOFING TO GRADE
2x4 FROST WALL R20 INSULATION 2" AIR SPACE
8" C.I.P. CONC. FOUNDATION WALL T/O FTGS
BASEMENT 2x4 PARTITION WALL 4" CONC. SLAB ON 6 MIL POLY ON COMP. GRAVEL
revisions: 6" GRAVEL (MIN.) ON WEEPING TILE
SECTION A-A SCALE: 1/4" = 1'-0"
2
APR. 23, 2018
FINAL SUBMISSION
1
APR. 12, 2018
ISSUED FOR REVIEW
no.
date
description
project:
RESIDENTIAL DESIGN SCENARIO #6 PRAIRIE STYLE HOUSE
13 GYPSUM BOARD 2x4 STUD FROST WALL
drawing:
BUILDING SECTION & DETAILS
R20 INSULATION DAMP-PROOFING TO GRADE
2" AIR SPACE
8" C.I.P. CONC. FOUNDATION WALL
ASPHALT IMP. FIBREBOARD JOINT FILLER
LOOSELY LAID GRAVEL COVER 6" MIN.
2x4 BOTTOM PLATE 4" C.I.P. CONC. SLAB TO SPEC.
4" DIA. WEEPING TILE
designed by:
SHAO-WEN WU
checked by:
BRUCE TUCHSEN
drawn by: date:
SHAO-WEN WU
APRIL 23, 2018
course: class:
ENDS 2500 X01
instructor:
SECTION DETAIL
BRUCE TUCHSEN
GRANULAR GRAVEL FILL
scale:
8" C.I.P. CONC. STRIP FOOTING
sheet: 6 OF 6
AS SHOWN
project no.
drawing no.
RES. SCE. 6
SCALE: 1" = 1'-0"
cad file
A5