Alice's Portfolio 2014

Ca s eS t udi e s

T e c hni c a l Dr a wi ng

3D Model in Revit

West Elevation

South Elevation

Site Plan

First Floor Plan

East/West Section

North/South Section Perspective View Revit

Alice Wei-Hsuan Li

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

GENERAL NOTES:

1

2

CONCRETE QUALITY AND SUB-GRADE REQUIRMENTS STRUCTURAL FOUNDATION WALLS, FOOTING: 20 MPA @28 DAYS CRAWL SPACE CONCRETE SKIM COAT: 2" THICK @ 15 MPA ALL SPREAD FOOTING 18" X 8" EXCEPT WHERE NOTED. ALL CONCRETE FOUNDATION WALLS ARE ENGINEERED, WHICH ARE 8" THICK EXCEPT WHERE NOTED. ENGINEERED COMPONENTS SHALL BE DESIGNED AND APPROVED BY STRUCTURAL ENGINEER. ALL CONCRETE SLABS (S.O.G.) SHALL BE PLACED ON 6 MIL POLYETHYLENE VAPOUR (MOISTURE) BARRIER AND A 4" ACCEPTABLE SUB-GRADE.

3

24'-0"

34'-0" U/C

24'-0" U/S

33'-8" U/S

TOP OF FOUNDATION WALL: 24'-0" @ EL 85'-7 1/2"

11'-11" @ EL 83'-8"

4"

12'-1" @ EL 81'-2"

U/S OF FOUDATION FOOTING: 24'-10" @ EL 80'-6"

4'-0" @ EL 83'-8"

ARCHITECTURE

6'-0" @ EL 86'-6"

36'-6" @ EL 78'-6" TOP OF RETAINING WALL: 26'-1" @ EL 86'-4" U/S OF RETAINING WALL: 26'-6" @ EL 79'-4"

ENGINEERED WOOD COMPONENTS (PART 4 BCBC) ALL COLUMNS AND BEAMS ARE ENGINEERED, WHICH SHALL BE DESIGNED AND APPROVED BY STRUCTURAL ENGINEER. DIMENSIONAL LUMBER (PART 9 BCBC) ALL DIMEMSIONAL LUMBER: S-P-F SPECIES, GRADE NO.2 TYPICAL COMPONENETS ULO: - FLOOR JOISTS: 2 X 10 @16" O.C. - BRIDGING: CROSS @ 7' - SUB-FLOOR: 3/4" , NAILED AND GLUED

PATIO

86

'-6

"

STRIP FOOTING: 8" THICK, 1'-8" WIDE; FOUNDATION WALL: 10" WIDE

DRAINAGE

STRIP FOOTING: 10" THICK, 4' WIDE; RETAINING WALL: 8" WIDE

1 A3

STRIP FOOTING: 10" THICK, 3' WIDE; RETAINING WALL: 8" WIDE

HANDRAIL

SLAB ON GRADE ELEVATION 81'-2"

ENGINEERED BEAM

81

'-6

"

'-2

"

STEP

11'-10 1/2" U/S

86

GUARDRAIL

STRIP FOOTING: 8" THICK, 1'-8" WIDE; FOUNDATION WALL: 10" WIDE

12'-0" U/C

12'-2 1/2" U/S

12'-0" @ EL 85'-7 1/2"

11'-2" @ EL 80'-6"

6'-5" @ EL 86'-4"

4'-11"

STEP

STRIP FOOTING: 10" THICK, 4'-0" WIDE

ENGINEERED COLUMN DRAINAGE

STRIP FOOTING: 10" THICK, 4'-0" WIDE

C

REVISIONS PROJECT TITLE

UNDERSIDE OF FOOTING

CONCRETE FOUNDATION ASSIGNMENT

UNDERSIDE OF FOOTING

6"

84

'-7

1/

2"

HANDRAIL

STEP

24'-0" U/C

ENGINEERED COLUMN

STEP

8

B

23'-3 1/2" U/S

STEP

-9 3'

23'-6" @ EL 86'-6"

STEP

STEP HANDRAIL

"

" 80

'-8

'-2

2"

1/

25'-8" @ EL 78'-6"

UNDERSIDE OF FOOTING

STRIP FOOTING: 8" THICK, 1'-8" WIDE; FOUNDATION WALL: 10" WIDE

UP 8R

F.D. FLOOR JOISTS 2 X10 @ 16" OC

36'-0" @ EL. 85'-7 1/2"

DRAINAGE

12'-0" U/C

S

FLOOR JOISTS 2 X10 @ 16" O.C.

UNDERSIDE OF FOOTING

"

'-2 83

'-8

UP 4R

"

ENGINEERED COLUMN

SUMP

85

UP 7R

CRAWL SPACE ACCESS 2 1/2' X 2 1/2"

GUARDRAIL

7'-6" @ EL 79'-4"

DRAINAGE

82

ENGINEERED BEAM

HANDRAIL

RETAINING WALL

83

" '-6 86 24'-10" @ EL 80'-6"

23'-7 1/2" U/S

24'-0" U/C

CRAWL SPACE ELEVATION 82'-2"

HANDRAIL

UP 4R

2"

FOUNDATION PLAN

1/

GENERAL NOTES (CONTINUED):

83

'-4

UNDERSIDE OF FOOTING

DIMENSIONING: GRID LINES MEASURE TO OUTSIDE CONCRETE WALL REFERENCE OR NOTED DIMENSIONS TO OUTSIDE OF CONCRETE WALL EXCEPT WHERE NOTED. OFFSET DIMENSIONS O/C-O/S ARE NOTED ALL ELEVATIONS REFER TO GEODETIC REFERENCE

D SHEET TITLE

STEP

DRAINAGE

"

SCALE

-9 2'

8

1/4"=1'-0" DRAWN BY:

KYLE DURANTE PAUL KIM

2"

'-1

1/

82

ALICE LI DANIEL CHU

DATE

TWIN SEWER CONNECTION

81

'-6

"

TUESDAY, MAY 8, 2012 UP 8R

23'-2" @ EL 80'-6"

SHEET NO.

SET

38'-2" @ EL 78'-6"

E/F 58'-0" @ EL. 85'-7 1/2" 57'-8" U/S 58'-0" U/C

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

ENGINEERED COLUMN

DRAINAGE GUARDRAIL

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

'-2 FLOOR JOISTS 2 X10 @ 16" OC " FLOOR JOISTS 2 X10 @ 16" OC

A

4"

COURSE NO.

BLDG 2200

A-2