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