1
VERTICAL TONGUE AND GROOVE WOOD VENEERING
2438x2133MM OVERHEAD COILING DOOR
B 3
2
1
A102
A102
A102
FIBER REINFORCED CONCRETE PANEL WALL
1016x2235MM STANDARD PASSAGE SINGLE DOOR
2 A103 A202
9000 3000
Roof Peak 6335
3000
Roof Peak
23°
23°
U/S of Roof Truss
4000
4000 2800
VERTICAL TONGUE AND GROOVE WOOD VENEERING
3000
6335
130MM WIDE VERTICAL WOOD PANNELS WITH STRIP PATTERNS CONSISTENT SOLDIER COURSE BRICK VENEER UNDERNEATH
U/S of Roof Truss
2900
A
1--A103
1100
B.O Window
800
T/O Foundation
1200
300 Grade
1200 Grade
1500
1200
T/O Brick Wall
7535
2
1524x1219MM DOUBLE GLAZED SLIDING WINDOW
2335
3
0
BRICK VENEER WALL 0
North Elevation
1
1000 2000 3000
5000
0 U/S Footing
1
2
1. THESE CONTRACT DOCUMENTS ARE THE PROPERTY OF THE ME, HEREBY REFERRED TO AS 'THE ARCHITECT'. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE MISINTERPRETATIONS OF THESE DOCUMENTS BY THE CONTRACTOR. UPON WRITTEN APPLICATION, THE ARCHITECT WILL PROVIDE WRITTEN/GRAPHIC CLARIFICATION OR SUPPLEMENTAL INFORMATION REGARDING THE INTENT OF THE CONTRACT DOCUMENTS. THE ARCHITECT WILL REVIEW SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR FOR DESIGN CONFORMANCE ONLY. 2. DRAWINGS ARE NOT TO BE SCALED FOR CONSTRUCTION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS REQUIRED TO PERFORM THE WORK AND REPORT ANY DISCREPANCIES WITH THE CONTRACT DOCUMENTS TO THE ARCHITECT BEFORE COMMENCING WORK. 3. POSITIONS OF EXPOSED OR FINISHED MECHANICAL OR ELECTRICAL DEVICES ARE INDICATED ON THE ARCHITECTURAL DRAWINGS. THE LOCATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS GOVERN OVER THE MECHANICAL AND ELECTRICAL DRAWINGS. ITEMS NOT CLEARLY LOCATED WILL BE LOCATED AS DIRECTED BY ARCHITECT.
REV.
ISSUE
DATE
T/O Footing 0
-1200
SCALE: 1:100 (IN MILLIMETERS)
1 : 100
© UNIVERSITY OF WATERLOO
East Elevation
4
1000 2000 3000
-1000
5000
U/S Footing
SCALE: 1:100 (IN MILLIMETERS)
-1200
1 : 100
3
A
2
1-
A103 A202
A103 ---
B
9000
3
4500
A102
4500
1828x914MM SLIDING WINDOWS
Roof Peak 406MM WIDE VERTICAL METAL SHIPLAP PANELS LENGTH OF PANEL TO BE CUT ON SITE TO ACCOMODATE FOR WINDOW/DOOR OPENINGS
Roof Peak
406MM WIDE VERTICAL METAL SHIPLAP PANELS LENGTH OF PANEL TO BE CUT ON SITE TO ACCOMODATE FOR WINDOW/DOOR OPENINGS
6335
6335
23°
23°
U/S of Roof Truss
U/S of Roof Truss 130MM WIDE VERTICAL WOOD PANNELS WITH STRIP PATTERNS CONSISTENT SOLDIER COURSE BRICK VENEER UNDERNEATH
4000 T/O Brick Wall
2900
1727x3023MM SLIDING GLASS DOUBLE DOOR
T/O Foundation
B.O Window
800
1100 300 Grade
1200
1500
WOOD/BRICK VENEER WALL ASSEMBLY TO BE WRAPPED 554MM AROUND CORNER
4000
0 U/S Footing
Grade 0 U/S Footing
-1200 0
South Elevation
3
1000 2000 3000
-1200
5000
5
SCALE: 1:100 (IN MILLIMETERS)
1 : 100
1
1
0
1 : 100
1000 2000 3000
5000
SCALE: 1:100 (IN MILLIMETERS)
A101
A101
1
1
2
A102
West Elevation
3
1
2
1
3
A102
20116
19107 1349
1524
1200
1524
2288
2489
1058
1308
9000
9000
1058
532
1524
532
844 1016 806
1190
1524
449
449
A
3141
3154
A
914
2
A101
A101
5
4
A101
GROUP 6 - HARBUX CHANA, GABRIEL CODINA, JIAHUI LIN, SREE SAI SILESH RAVIKUMAR
1-
23°
1-
914
914
STEEL STUD WALL OUTLINE OF ROOF ABOVE
SUPER SHED 10190
4
11380
A103 A202
10164
5
2086
--A103
--A103
Title:
3096
3096
SLIDING DOOR
449
449 532
B 1611
7
Floor Plan 1 : 100
1727
1301
1829
1000
1829
1000
1829
1000
1829
2
3
A102
A102
3 A101
B
PLANS AND ELEVATIONS
532
A101
2086
914
2 A103 A202
23°
OVERHEAD DOOR
10152
2023/2/1 17:44:43 C:\Users\林\Documents\Super Shed Project CENTRAL_j367lin.rvt
1822
4153
0
1000 2000 3000 SCALE: 1:100 (IN MILLIMETERS)
5000
2
2
3
A102
A102
Roof Plan 1 : 100
Project No. 0
3 A101
1000 2000 3000 SCALE: 1:100 (IN MILLIMETERS)
5000
0001
Drawing No.
A101
Scal e
1 : 100