Grade 0 U/S of Roof Truss 4000 U/S Footing -1200 1 2 3 T/O Foundation 300 2 A102 1 A102 A102 T/O Brick Wall 1100 2438x2133MM OVERHEAD COILING DOOR 1016x2235MM STANDARD PASSAGE SINGLE DOOR 1524x1219MM DOUBLE GLAZED SLIDING WINDOW BRICK VENEER WALL VERTICAL TONGUE AND GROOVE WOOD VENEERING FIBER REINFORCED CONCRETE PANEL WALL 1500 800 2900 VERTICAL TONGUE AND GROOVE WOOD VENEERING Roof Peak 6335 1000 2000 3000 5000 SCALE: 1:100 (IN MILLIMETERS) Grade 0 U/S of Roof Truss 4000 U/S Footing -1200 1 2 3 T/O Foundation 300 3 A102 T/O Brick Wall 1100 406MM WIDE VERTICAL METAL SHIPLAP PANELS LENGTH OF PANEL TO BE CUT ON SITE TO ACCOMODATE FOR WINDOW/DOOR OPENINGS WOOD/BRICK VENEER WALL ASSEMBLY TO BE WRAPPED 554MM AROUND CORNER 1828x914MM SLIDING WINDOWS 1727x3023MM SLIDING GLASS DOUBLE DOOR 2900 800 1500 Roof Peak 6335 0 1000 2000 3000 5000 SCALE: 1:100 (IN MILLIMETERS) Grade 0 U/S of Roof Truss 4000 U/S Footing -1200 A T/O Footing -1000 1 A103 A103 B.O Window 1200 B 23 3000 3000 3000 Roof Peak 6335 130MM WIDE VERTICAL WOOD PANNELS WITH STRIP PATTERNS CONSISTENT SOLDIER COURSE BRICK VENEER UNDERNEATH 23° 2335 2800 1200 1200 7535 1000 2000 3000 5000 SCALE: 1:100 (IN MILLIMETERS) 9000Grade 0 U/S of Roof Truss 4000 U/S Footing -1200 A 1 A103 A103 B.O Window 1200 406MM WIDE VERTICAL METAL SHIPLAP PANELS LENGTH OF PANEL TO BE CUT ON SITE TO ACCOMODATE FOR WINDOW/DOOR OPENINGS B 130MM WIDE VERTICAL WOOD PANNELS WITH STRIP PATTERNS CONSISTENT SOLDIER COURSE BRICK VENEER UNDERNEATH 23 Roof Peak 6335 4500 4500 9000 0 1000 2000 3000 5000 SCALE: 1:100 (IN MILLIMETERS) 23°A101 1 A101 4 A101 5 A101 3 1 2 3 A A103 2 A103 2 A102 1 A102 A102 OVERHEAD DOOR 2489 2288 1524 1200 1524 1349 1524 806 1016 844 1524 1308 1822 19107 OUTLINE OF ROOF ABOVE STEEL STUD WALL 914 2086 914 1829 1000 1829 1000 1829 1000 1829 1301 1727 914 2086 914 SLIDING DOOR B 3141 3096 10152 3154 3096 10164 4153 1611 0 1000 2000 3000 5000 SCALE: 1:100 (IN MILLIMETERS)A101 1 A101 4 A101 5 A101 3 1 2 3 A A103 2 A103 2 A102 1 A102 532 1058 9000 9000 1058 20116 449 449 532 23° 23° 3 A102 1190 10190 11380 449 532 532 449 B 0 1000 2000 3000 5000 SCALE: 1:100 (IN MILLIMETERS)Scal Project No. HE ME, HEREBY REFERRED TO AS 'THE ARCHITECT'. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE MISINTERPRETATIONS OF PROVIDE WRITTEN/GRAPHIC CLARIFICATION OR SUPPLEMENTAL INFORMATION REGARDING THE INTENT OF THE CONTRACT DOCUMENTS. THE ARCHITECT LL 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 THE CHITECT BEFORE COMMENCING WORK. ON THE ARCHITECTURAL DRAWINGS. THE LOCATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS BE LOCATED AS DIRECTED ARCHITECT. Drawing No. Title: UNIVERSITY OF WATERLOO : 100 2023/2/1 17:44:43 C:\Users\ 林 \Documents\Super Shed Project CENTRAL_j367lin.rvt A101 0001 SUPER SHED GROUP 6 - HARBUX CHANA, GABRIEL CODINA, JIAHUI LIN, SREE SAI SILESH RAVIKUMAR PLANS AND ELEVATIONS REV.ISSUEDATE 1 100 North Elevation 1 1 100 South Elevation 3 1 100 East Elevation 4 1 100 West Elevation 5 1 : 100 Floor Plan 7 1 100 Roof Plan 2
Grade 0 U/S of Roof Truss 4000 U/S Footing -1200 T/O Footing -1000 T/O Foundation 300 1 A105 2 A105 3 A105 T/O Brick Wall 1100 STEEL STUD WALL ASSEMBLY: 26MM VERTICAL METAL SHIPLAP PANELS 50MM AIR GAP 2X 50MM XPS RIGID INSULATION BLUE-SKIN WATER/VAPOUR BARRIER 13MM PLYWOOD SHEATHING 140MM LIGHT GUAGE STEEL METAL STUDS 13MM GYPSUM WALL BOARD ROOF ASSEMBLY25.8MM ZINC SEAMING PANELS 25.8MM AIR GAP TWO LAYERS OF 50.8MM XPS RIGID INSULATION SPRAY FOAM INSULATION BETWEEN TRUSSES 1MM RESISTO AIR/ VAPOUR BARRIER MEMBRANE 12MM OSB SHEATHING 38MM CORRUGATED METAL DECKING 100MM CONC. SLAB W/ 50.8MM RIGID INSULATION 150MM PEA GRAVEL ON 100MM DIA. WEEPING TILE 138MM THERMALLY BROKEN CLADDING CLIP W/ 26MM HORIZONTAL METAL HAT TRACK 406MM O.C HORIZONTALLY, 610MM O.C VERTICALLY 13MM FIBER REINFORCED CONCRETE PANEL STEEL BASE PLATE ANCHORED INTO CONC. PIER GROUT BED W/ LEVELING NUTS 200x200x8.0MM HSS COLUMN SINGLE ANGLED PLATE CONNECTION BOLTED TO BEAM PEA GRAVEL DIMPLE DRAINAGE BOARD TWO LAYERS 50.8MM RIGID INSULATION 1200x1200MM CONC. FOOTING FOR CONC. PIER 300x300MM CONC. PIER B Grade 0 U/S of Roof Truss 4000 U/S Footing -1200 A T/O Footing -1000 T/O Foundation 300 1 A104 2 A104 3 A104 T/O Brick Wall 1100 ROOF ASSEMBLYZINC SEAMING PANELS AIR GAP TWO LAYERS OF XPS RIGID INSULATION SPRAY FOAM INSULATION BETWEEN TRUSSES RESISTO AIR/ VAPOUR BARRIER MEMBRANE OSB SHEATHING CORRUGATED METAL DECKING SLIDING DOUBLE GLAZED WINDOW 20MM SHIM SPACE FILLED WITH SPRAY FOAM INSULATION ALL SIDES 20MM SHIM SPACE FILLED WITH SPRAY FOAM INSULATION ALL SIDES PRECAST CONCRETE SILL CONCRETE PANEL WALL ASSEMBLYCONCRETE EXTERIOR WALL CLADDING PANELS AIR GAP TWO LAYERS OF XPS RIGID INSULATION BLUE-SKIN WATER/ VAPOUR BARRIER MEMBRANE SRUCTURAL CMU INTERIOR GYPSUM WALL BOARD BRICK VENEER WALL ASSEMBLYEXTERIOR SOLDIER COURSE BRICK CLADDING AIR GAP TWO LAYERS OF XPS INSULATION BLUE-SKIN WATER/ VAPOUR BARRIER CONCRETE MASONRY UNITS (CMU) INTERIOR GYPSUM WALL BOARD WALL DRIP EDGE FLOOR ASSEMBLYCONC. SLAB ON GRADE WATER/VAPOUR BARRIER XPS RIGID INSULATION RADIANT FLOOR HEATING TUBES METAL FLASHING 1160 187 Grade 0 U/S of Roof Truss 4000 U/S Footing -1200 T/O Footing -1000 T/O Foundation 300 T/O Brick Wall 1100 STEEL STUD WALL ASSEMBLY: 26MM VERTICAL METAL SHIPLAP PANELS 50MM AIR GAP 2X 50MM XPS RIGID INSULATION BLUE-SKIN WATER/VAPOUR BARRIER 13MM PLYWOOD SHEATHING 140MM LIGHT GUAGE STEEL METAL STUDS 13MM GYPSUM WALL BOARD ROOF ASSEMBLY25.8MM ZINC SEAMING PANELS 25.8MM AIR GAP TWO LAYERS OF 50.8MM XPS RIGID INSULATION SPRAY FOAM INSULATION BETWEEN TRUSSES 1MM RESISTO AIR/ VAPOUR BARRIER MEMBRANE 12MM OSB SHEATHING 38MM CORRUGATED METAL DECKING 100MM CONC. SLAB W/ 50.8MM RIGID INSULATION 150MM PEA GRAVEL ON 100MM DIA. WEEPING TILE 138MM THERMALLY BROKEN CLADDING CLIP W/ 26MM HORIZONTAL METAL HAT TRACK 406MM O.C HORIZONTALLY, 610MM O.C VERTICALLY 13MM FIBER REINFORCED CONCRETE PANEL PEA GRAVEL DIMPLE DRAINAGE BOARD TWO LAYERS 50.8MM RIGID INSULATION 200MM CONC. FOUNDATION WALL DOUBLE SLIDING DOUBLE GLAZED WINDOW 20MM SHIM SPACE FILLED WITH SPRAY FOAM INSULATION ALL SIDES 20MM SHIM SPACE FILLED WITH SPRAY FOAM INSULATION ALL SIDES B Scal Project No. HE ME, HEREBY REFERRED TO AS 'THE ARCHITECT'. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE MISINTERPRETATIONS OF PROVIDE WRITTEN/GRAPHIC CLARIFICATION OR SUPPLEMENTAL INFORMATION REGARDING THE INTENT OF THE CONTRACT DOCUMENTS. THE ARCHITECT LL 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 THE CHITECT BEFORE COMMENCING WORK. ON THE ARCHITECTURAL DRAWINGS. THE LOCATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS BE LOCATED AS DIRECTED ARCHITECT. Drawing No. Title: UNIVERSITY OF WATERLOO 120 2023/2/1 17:44:45 C:\Users\ 林 \Documents\Super Shed Project CENTRAL_j367lin.rvt A102 0001 SUPER SHED GROUP 6 - HARBUX CHANA, GABRIEL CODINA, JIAHUI LIN, SREE SAI SILESH RAVIKUMAR NORTH AND SOUTH SECTIONS REV.ISSUEDATE 1 20 South Section -Column 2 1 20 North Section 1 1 20 South Section -Window 3
Grade 0 U/S of Roof Truss 4000 U/S Footing -1200 3 T/O Footing -1000 T/O Foundation 300 1 A106 2 A106 B.O Window 1200 3 A106 DRIP EDGE 25 MM SHIM SPACE FILLED WITH LOW EXAPANSION POLYURETHANE SEALANT CONTINUOUS AROUND WINDOW ALUMINUM FRAME PRE-CAST CONC. SILL WITH 35MM DRIP EDGE LINTEL INBETWEEN METAL STUDS LINTEL SUPPORT OVERTOP ALUMINUM WINDOW FRAME SOFFIT (SEE DETAIL 2-A106) DRIP EDGE ROOF ASSEMBLY (SEE DETAIL 2-A106) DOUBLE GLAZED AWNING WINDOW W/ THREE OPENINGS Grade 0 U/S of Roof Truss 4000 U/S Footing -1200 1 T/O Footing -1000 1 A107 2 A107 B.O Window 1200 3 A107 1200 196 WEEP AND FLASH 25 MM SHIM SPACE FILLED WITH LOW EXAPANSION POLYURETHANE SEALANT CONTINUOUS AROUND WINDOW ALUMINUM FRAME LINTEL STEEL STUDS PRE-CAST CONC. SILL WITH 35MM DRIP EDGE 26MM METAL SHIPLAP PANEL DRIP EDGE SOFFIT (SEE DETAIL 2-A107) DOUBLE GLAZED AWNING WINDOW 19MM GAP FROM T/O LIGHT GAUGE STEEL STUD WALL TO U/S OF PURLIN ROOF ASSEMBLY (SEE DETAIL 2-A107) Scal Project No. HE ME, HEREBY REFERRED TO AS 'THE ARCHITECT'. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE MISINTERPRETATIONS OF PROVIDE WRITTEN/GRAPHIC CLARIFICATION OR SUPPLEMENTAL INFORMATION REGARDING THE INTENT OF THE CONTRACT DOCUMENTS. THE ARCHITECT LL 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 THE CHITECT BEFORE COMMENCING WORK. ON THE ARCHITECTURAL DRAWINGS. THE LOCATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS BE LOCATED AS DIRECTED ARCHITECT. Drawing No. Title: UNIVERSITY OF WATERLOO 120 2023/2/1 17:44:46 C:\Users\ 林 \Documents\Super Shed Project CENTRAL_j367lin.rvt A103 0001 SUPER SHED GROUP 6 - HARBUX CHANA, GABRIEL CODINA, JIAHUI LIN, SREE SAI SILESH RAVIKUMAR EAST AND WEST SECTIONS REV.ISSUEDATE 1 20 East Section 1 1 20 West Section 2
Grade 0 U/S Footing -1200 T/O Footing -1000 T/O Foundation 300 RADIANT FLOOR HEAT TUBES IN SLAB ON GRADE THERMAL EXPANSION JOINT BRICK VENEER WALL ASSEMBLY90MM EXTERIOR SOLDIER COURSE BRICK CLADDING 50.8MM AIT GAP TWO LAYERS OF 50.8 MM XPS INSULATION BLUE-SKIN WATER/ VAPOUR BARRIER 190MM CONCRETE MASONRY UNITS (CMU) 13MM INTERIOR GYPSUM WALL BOARD KEY TO LOCK FOUNDATION FOOTING WITH POLYETHYLENE MEMBRANE CAPILLARY BREAK (DELTA®-FOOTING BARRIER) 150MM PEA GRAVEL ON 100MM DIA. WEEPING TILE FOUNDATION ASSEMBLY 12MM DIMPLE DRAINAGE BOARD TWO LAYERS 50.8MM XPS RIGID INSULATION POSITIVE-SIDE BITUMEN WATER-PROOF COATING 100MM TH CONC. SLAB ON GRADE WATER/VAPOUR BARRIER 100MM TH XPS RIGID INSULATION 13MM TH CONC. PANELS SUPPORTED BY THERMALLY BROKEN CASACDIA CLIP WEEP /VENT HOLES @ 600MM O.C. BOLTED CONNECTION: HORIZONTAL SLOT IN STEEL VERTICAL SLOT IN HSS BRACKET STEEL SHIMS AS REQ'D REINFORCED WELD PLATES CAST INTO CONC. FOUNDATION WALL 75 10 A 102 MM CASCADIA CLIPS FOR ZINC PANELS 125MM X 24.5 MM CISC WT STRUCTURAL TRUSS CHORD VERTICALLY ALIGNED CHANNEL CONNECTED TO THE STRUCTURAL BEAM CONCRETE MASONRY UNIT (CMU) WALL ASSEMBLY 13MM CONCRETE EXTERIOR WALL CLADDING PANELS 60.3MM AIR GAP TWO LAYERS OF 50.8MM XPS RIGID INSULATION BLUE-SKIN WATER/ VAPOUR BARRIER MEMBRANE 190MM STRUCTURAL CMU 13MM INTERIOR GYPSUM WALL BOARD 127MM CONCRETE PANEL CLADDING CASCADIA CLIPS 10MM CEMENTITIOUS SOFFIT BOARD ALUMINIUM DRIP EDGE SPRAY FOAM INSULATION IN AROUND TRUSS END CAP ROOF ASSEMBLY25.8 MM ZINC SEAMING PANELS EXTERIOR 25.8 MM AIR GAP TWO LAYERS OF 50.8 MM XPS RIGID INSULATION 1MM RESISTO AIR/VAPOUR BARRIER MEMBRANE 12 MM PLYWOOD SHEATHING 38MM CORRUGATED STEEL DECKING SOFFIT CHANNEL FASTENED TO EXTERIOR CLADDING MATERIALS THICKNESS (MM) CONDUCTIVITY (W/MK) THERMAL RESISTANCE (M^2 K/W) GYPSUM BOARD CMU XPS RIGID INSULATION CONCRETE PANEL ASSUMPTION: 1-D HEAT TRANSFER. INDOOR FILM COEFFICIENT IS W/M^2K OUTDOOR FILM COFFIENT IS 20 W/M^2K ALL MEMBRANES POSSESS NEGLIGIBLE THERMAL RESISTANCE REFERENCE: STRAUBE AND BURNETT(2020). C.KAPSIS, 1D STEADY STATE CONDUCTION, JANUARY 16,2023 13 190 101.6 13 0.22 0.16 0.029 0.5 0.058 1.12 TOTAL 3.66 0.26 RSI-7.35 = R-41.7 AIR 60.3 0.03 2.01 Scal Project No. 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 CONDITIONS AND DIMENSIONS REQUIRED TO PERFORM THE ORK AND REPORT ANY WORK. 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 DIRECTED BY ARCHITECT. Drawing No. Title: UNIVERSITY OF WATERLOO 1 : 2023/2/1 17:44:47 C:\Users\ 林 \Documents\Super Shed Project CENTRAL_j367lin.rvt A104 0001 SUPER SHED GROUP 6 - HARBUX CHANA, GABRIEL CODINA, JIAHUI LIN, SREE SAI SILESH RAVIKUMAR NORTH DETAILS SREESAI 1 5 North Section -Foundation Detail 1 1 5 North Section -Roof Detail 2 REV.ISSUEDATE 1 5 North Section-Wall Assembly 3
Grade 0 U/S Footing -1200 T/O Footing -1000 T/O Foundation 300 STEEL STUD WALL ASSEMBLY: 26MM VERTICAL METAL SHIPLAP PANELS 50MM AIR GAP 2X 50MM XPS RIGID INSULATION BLUE-SKIN AIR/VAPOUR BARRIER 13MM PLYWOOD SHEATHING 140MM LIGHT GUAGE STEEL METAL STUDS 13MM GYPSUM WALL BOARD BOTTOM TRACK FASTENED WITH ANCHOR 138MM THERMALLY BROKEN CLADDING CLIP W/ 26MM HORIZONTAL METAL HAT TRACK 406MM O.C HORIZONTALLY, 610MM O.C VERTICALLY 13MM FIBER REINFORCED CONCRETE PANEL FASTENED 38MM INTO THE FOUNDATION WALL 60MM WIDE DRIP EDGE TRIM FASTENED TO VERTICAL METAL SHIPLAP PANELS 150MM PEA GRAVEL ON 100MM DIA. WEEPING TILE KEY TO LOCK FOUNDATION FOOTING WITH POLYETHYLENE MEMBRANE CAPILLARY BREAK (DELTA®FOOTING BARRIER) FOUNDATION WALL ASSEMBLY: 12MM DIMPLE DRAINAGE BOARD TWO LAYERS 50.8MM RIGID INSULATION POSITIVE-SIDE BITUMEN WATERPROOF COATING 200MM CONCRETE WALL 19MM RUBBER EXPANSION JOINT RADIANT FLOOR HEAT TUBES IN SLAB ON GRADE SLAB ASSEMBLY: 100MM CONC. SLAB ON GRADE BLUESKIN AIR/VAPOUR BARRIER 50.8MM RIGID INSULATION PEA GRAVEL 300x300MM CONCRETE PIER STEEL BASE PLATE ANCHORED INTO CONC. PIER GROUT BED W/ LEVELING NUTS 200x200x8.0MM HSS COLUMN MAINTAIN 100MM GAP BETWEEN COLUMN AND INTERIOR FINISH WALL B PLASTIC ANCHORS INTO FOUNDATION WALL WITH SPRAY FOAM BOARD ADHESIVE ALUMINUM DRIP EDGE 10MM CEMENTITIOUS SOFFIT BOARD 25.8 MM STANDING SEAM ZINC METAL PANEL TWO LAYERS 50.8 MM OF XPS RIGID INSULATION WRAPS AROUND TRUSS AND JOINS WITH WALL ASSEMBLY 102MM THERMALLY BROKEN CLADDING CLIP W/ 26MM HORIZONTAL METAL HAT TRACK 406MM O.C HORIZONTALLY, 610MM O.C VERTICALLY 13MM PLYWOOD SHEATHING W/ 1MM RESISTO AIR/VAPOUR BARRIER MEMBRANE WRAPS AROUND TRUSS 38MM CORRUGATED STEEL DECKING 125MM X 24.5 MM WT STRUCTURAL TRUSS CHORD END OF TRUSS TO BE INSULATED WITH SPRAY FOAM 25.8 MM AIR GAP 26MM FASCIA BOARD 200X200X8.0MM HSS COLUMN 410X39MM WIDE FLANGE STEEL BEAM VERTICALLY ALIGNED CHANNEL FASTENED TO BEAM SINGLE ANGLED PLATE CONNECTION BOLTED TO BEAM B Z-GRIT FASTENED UNDERNEATH TRUSS SOFFIT CHANNEL FASTENED TO EXTERIOR CLADDING MATERIALS THICKNESS (m) CONDUCTIVITY (W/mK) THERMAL RESISTANCE (m K/W) VERTICAL METAL SHIPLAP PANEL AIR PLYWOOD SHEATHING AIR LIGHT GAUGE STEEL STUD ASSUMPTIONS: STEADY STATE ONE-DIMENSIONAL HEAT TRANSFER. CONVECTIVE SURFACE THIN FILM COEFFICIENTS; h = 5 W/m K AND h = 20 W/m K FOR INDOOR AND OUTDOOR RESPECTIVELY ALL MEMBRANES POSSESS NEGLIGIBLE THERMAL RESISTANCE AIR CAVITY WITHIN METAL SHIPLAP PANEL PROFILE POSSESS NEGLIGIBLE THERMAL RESISTANCE SHIPLAP PANEL THICKNESS IS 24 GAUGE SHEET STEEL (0.51MM) DUE TO HIGH THERMAL CONDUCTIVITY AND MINIMAL PROFILE THE VERTICAL METAL SHIPLAP PANEL CAN BE NEGLIGIBLE THERMALLY BROKEN CASCADIA CLIP AND HAT TRACK ASSEMBLY TO BE NEGLIGIBLE STEEL STUD OCCUPIES 20% OF AREA PERPENDICULAR TO HEAT FLOW REFERENCES: STRAUBE AND BURNETT(2020). C.KAPSIS, 1D STEADY STATE CONDUCTION, JANUARY 16, 2023 0.00051 0.0508 0.013 0.140 0.140 80.0 0.03 0.10 0.03 13 NEGLIGIBLE L/K = 1.69 GYPSUM WALL BOARD L/K = 0.13 L/K = 4.67 L/K = 0.01 L/K = 0.052 EXTRUDED POLYSTYRENE (XPS) 0.1016 0.029 L/K = 3.5 0.013 0.25 STEP 1: SUM PARALLEL ELEMENTS (AIR AND STUD) UAIR+STUD = [AREASTUD (USTUD + AREAAIR (UAIR)] (1/ AREASTUD + AREAAIR (0.2) (1/ 4.67) + (1 - 0.2) (1/ 0.01) 20.17 W/m K RAIR+STUD = 0.049 m K/W STEP 2: SUM SERIES THERMAL RESISTANCES RTOTAL = (1/h + RAIR + RXPS + RSHEATH + RAIR+STUD + RGYP + (1/h = R-32.2(RSI-5.671) Scal Project No. HE ME, HEREBY REFERRED TO AS 'THE ARCHITECT'. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE MISINTERPRETATIONS OF PROVIDE WRITTEN/GRAPHIC CLARIFICATION OR SUPPLEMENTAL INFORMATION REGARDING THE INTENT OF THE CONTRACT DOCUMENTS. THE ARCHITECT LL 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 THE CHITECT BEFORE COMMENCING WORK. ON THE ARCHITECTURAL DRAWINGS. THE LOCATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS BE LOCATED AS DIRECTED ARCHITECT. Drawing No. Title: UNIVERSITY OF WATERLOO 1 : 2023/2/1 17:44:48 C:\Users\ 林 \Documents\Super Shed Project CENTRAL_j367lin.rvt A105 0001 SUPER SHED GROUP 6 - HARBUX CHANA, GABRIEL CODINA, JIAHUI LIN, SREE SAI SILESH RAVIKUMAR SOUTH DETAILS HARBUX REV.ISSUEDATE 1 5 South Section -Foundation Detail 1 1 : 5 South Section -Roof Detail at Column 2 1 : 5 South Section -Wall Assembly 3
Grade 0 U/S Footing -1200 3 T/O Footing -1000 T/O Foundation 300 100MM TH CONC. SLAB ON GRADE WATER/VAPOUR BARRIER 100MM TH XPS RIGID INSULATION TYPICAL STEEL STUD WALL: 90 MM SOLDIER COURSE BRICK EXTERIOR CLADDING TWO LAYERS 50.8MM XPS RIGID INSULATION BLUE-SKIN WATER/VAPOUR BARRIER 13MM PLYWOOD SHEATHING 140MM LIGHT GUAGE STEEL METAL STUDS 13MM GYPSUM WALL BOARD THERMAL EXPANSION JOINT RADIANT FLOOR HEAT TUBES IN SLAB ON GRADE WEEP /VENT HOLES @ 600MM O.C. 196 BOLTED CONNECTION: HORIZONTAL SLOT IN STEEL VERTICAL SLOT IN HSS BRACKET STEEL SHIMS AS REQ'D 13MM TH CONC. PANELS 200MM TH CAST IN PLACE CONC. FOUNDATION WALL KEY TO LOCK FOUNDATION FOOTING WITH POLYETHYLENE MEMBRANE CAPILLARY BREAK (DELTA®-FOOTING BARRIER) BOTTOM TRACK WITH DRILLED ANCHOR Foundation Assembly Dimple Drainage Board Two Layers 50.8mm XPS Rigind Insulation Positive-Side Bitumen Water-Proof Coating PLASTIC ANCHORS INTO FOUNDATION WALL WITH FOAM BOARD ADHESIVE 3 WALL ASSEMBLY: 25MM TH. EXTERIOR WOOD VENEER CLADDING 60.3MM AIR GAP TWO LAYERS 50.8MM EXTERIOR XPS RIGID INSUL. BLUESKIN WATER/VAPOUT BARRIER 13MM TH. PLYWOOD SHEATHING 140MM LIGHT GAUGE STEEL METAL STUDS 13MM TH GYPSUM WALL BOARD ROOF DRIP EDGE Thermally Broken Casacdia Clips with Drilled in Horizontally Oriented Hat Tracks ROOF ASSEMBLY ZINC SEAMING PANEL 22MM HAT-TRACK DOUBLE LAYER OF 50.8MM XPS INSULATION BLUE-SKIN WATERPROOFING MEMBRANE 13MM GYPSUM BOARD 38MM PURLINS FASCIA SOFFIT CHANNEL FASTENED TO EXTERIOR CLADDING MATERIALS THICKNESS (mm) CONDUCTIVITY (W/mK) THERMAL RESISTANCE (m K/W) WOOD VENEER AIR PLYWOOD SHEATHING AIR LIGHT GAUGE STEEL STUD ASSUMPTIONS: • STEADY STATE ONE-DIMENSIONAL HEAT TRANSFER. • CONVECTIVE SURFACE THIN FILM COEFFICIENTS; h = W/m K AND h = 20 W/m K FOR INDOOR AND OUTDOOR RESPECTIVELY • ALL MEMBRANES POSSESS NEGLIGIBLE THERMAL RESISTANCE • STEEL STUD OCCUPIES 20% OF AREA PERPENDICULAR TO HEAT FLOW REFFERENCES: • STRAUBE AND BURNETT(2020). • C.KAPSIS, 1D STEADY STATE CONDUCTION, JANUARY 16, 2023 25.4 60.3 13 140 140 0.09 0.03 0.10 0.03 13 L/K = 0.282 L/K = 2.01 GYPSUM WALL BOARD L/K = 0.13 L/K = 4.67 L/K = 0.01 L/K = 0.052 EXTRUDED POLYSTYRENE (XPS) 101.6 0.029 L/K = 3.5 13 0.25 STEP 1: SUM PARALLEL ELEMENTS (AIR AND STUD) UAIR+STUD = [AREASTUD (USTUD + AREAAIR (UAIR)] (1/ AREASTUD + AREAAIR = (0.2) (1/ 4.67) + (1 - 0.2) (1/ 0.01) = 20.17 W/m K RAIR+STUD = 0.049 m2K/W STEP 2: SUM SERIES THERMAL RESISTANCES RTOTAL = (1/h + RVENEER + RAIR + RXPS + RSHEATH + RAIR+STUD + RGYP + (1/h = R-35.8(RSI-6.3) Scal Project No. HE ME, HEREBY REFERRED TO AS 'THE ARCHITECT'. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE MISINTERPRETATIONS OF PROVIDE WRITTEN/GRAPHIC CLARIFICATION OR SUPPLEMENTAL INFORMATION REGARDING THE INTENT OF THE CONTRACT DOCUMENTS. THE ARCHITECT LL 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 THE CHITECT BEFORE COMMENCING WORK. ON THE ARCHITECTURAL DRAWINGS. THE LOCATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS BE LOCATED AS DIRECTED ARCHITECT. Drawing No. Title: UNIVERSITY OF WATERLOO 1 : 2023/2/1 17:44:49 C:\Users\ 林 \Documents\Super Shed Project CENTRAL_j367lin.rvt A106 0001 SUPER SHED GROUP 6 - HARBUX CHANA, GABRIEL CODINA, JIAHUI LIN, SREE SAI SILESH RAVIKUMAR EAST DETAILS GABRIEL REV.ISSUEDATE 1 : 5 East Foundation Detail 1 1 5 East Section -Roof Detail 2 1 5 East Wall Assembly 3
Grade 0 U/S Footing -1200 1 T/O Footing -1000 T/O Foundation 300 THERMAL EXPANSION JOINT 13MM CONCRETE PANEL PROTECTRED ABOVE GRADE FOUNDATION WALL INSTALLED WITH ANCHORS 150MM PEA GRAVEL ON 100MM DIAMETER WEEPING PIPE FOUNDATION WALL ASSEMBLY 200MM CONCRETE FOUNDATION WALL DOUBLE LAYERS OF 50.8MM XPS INSULATION WATER-PROOF COATING POSITIVE-SIDE BITUMEN 13MM DIMPLE DRAINAGE BOARD FLASHING FOR BRICKS BRICK TIE WITH CLIP ANGLE BRIDGING CONNECTOR SHELF ANGLE BOLTED TO THE FOUNDATION WALL WITH DOUBLE ANCHOR BOLT FLOOR SLAB 100MM CONCRETE SLAB RADIANT HEAT TUBES INSIDE SLAB 50.8MM XPS INSULATION WALL ASSEMBLY 90MM SOLDIER CORSE BRICK 50.8MM AIR GAP DOUBLE LAYER OF 50.8MM XPS INSULATION BLUE-SKIN WATERPROOFING MEMBRANE 13MM PLYWOOD SHEATHING BOARD 140MM STEEL STUD 13MM GYPSUM BOARD PLASTIC ANCHORS INTO FOUNDATION WALL WITH FOAM BOARD ADHESIVE 1 WALL ASSEMBLY 26MM METAL SHIPLAP PANEL 60.3MM AIR BARRIER AND HAT TRACKS DOUBLE LAYER OF 50.8MM XPS INSULATION BLUE-SKIN WATERPROOFING MEMBRANE 13MM PLYWOOD SHEATHING BOARD 140MM STEEL STUD 13MM GYPSUM BOARD DOUBLE LAYER OF 50.8MM XPS RIGID INUSLATION AND GYPUSM BOARD WRAPPING AROUND PURLINS ROOF ASSEMBLY ZINC SEAMING PANEL 22MM HAT-TRACK DOUBLE LAYER OF 50.8MM XPS INSULATION BLUE-SKIN WATERPROOFING MEMBRANE 13MM GYPSUM BOARD 38MM PURLINS WITH SPRAY FOAM SURROUND DRIP EDGE CASCADIA CLIP TO INSTALL INSULATION BOARD TO PURINS CASCADIA CLIP WITH SCREW TO INSTALL METAL PANEL FASCIA 19MM GAP FROM T/O LIGHT GAUGE STEEL STUD WALL TO U/S OF PURLIN SOFFIT CHANNEL FASTENED TO EXTERIOR CLADDING MATERIALS THICKNESS (MM) CONDUCTIVITY (W/MK) THERMAL RESISTANCE (M K/W) GYPSUM BOARD STEEL STUD(25%) PLYWOOD SHEATHING XPS RIGID INSULATION BRICK ASSUMPTION: 1-D HEAT TRANSFER. INDOOR FILM COEFFICIENT IS 5 W/M2K OUTDOOR FILM COFFIENT IS 20 W/M2K ALL MEMBRANES POSSESS NEGLIGIBLE THERMAL RESISTANCE IGNORE AIR GAP REFFERENCE: STRAUBE AND BURNETT(2020). C.KAPSIS, 1D STEADY STATE CONDUCTION, JANUARY 16,2023 13 140 13 101.6 90 0.22 13 0.10 0.029 1.3 0.058 0.01 TOTAL 0.13 3.66 0.069 RSI-3.967 = R-22.3 AIR(75%) 140 0.03 4.67 *RESISTANCE = THICKNESS(M)/K(CONDUCTIVITY) Scal Project No. HE ME, HEREBY REFERRED TO AS 'THE ARCHITECT'. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE MISINTERPRETATIONS OF PROVIDE WRITTEN/GRAPHIC CLARIFICATION OR SUPPLEMENTAL INFORMATION REGARDING THE INTENT OF THE CONTRACT DOCUMENTS. THE ARCHITECT LL 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 THE CHITECT BEFORE COMMENCING WORK. ON THE ARCHITECTURAL DRAWINGS. THE LOCATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS BE LOCATED AS DIRECTED ARCHITECT. Drawing No. Title: UNIVERSITY OF WATERLOO 1 : 2023/2/1 17:44:50 C:\Users\ 林 \Documents\Super Shed Project CENTRAL_j367lin.rvt A107 0001 SUPER SHED GROUP 6 - HARBUX CHANA, GABRIEL CODINA, JIAHUI LIN, SREE SAI SILESH RAVIKUMAR WEST DETAILS JIAHUI REV.ISSUEDATE 1 5 West Section -Foundation Detail 1 1 5 West Section -Roof Detail 2 1 5 West Section -Wall Assembly 3
ENGINEERED STEEL TRUSS 410x39MM WIDE FLANGE STEEL BEAM 200x200x8.0MM HSS STEEL COLUMN 38x38MM HSS PURLIN 1300x225MM CONC. FOUNDATION WALL 400x400x200MM CONC. FOUNDATION PIER FOOTING 200x425MM CONC. FOUNDATION FOOTING 300x300MM CONC. PIER 1 2 3 A A103 2 A103 A102 A102 9000 9000 1500 TYP A102 ROOF LINE ABOVE EXTENTS OF EXTERIOR WALL BELOW T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 B1 B1 B1 B1 C1 C1 C1 C1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 B TYP TYP 1410 1410Scal Project No. HE ME, HEREBY REFERRED TO AS 'THE ARCHITECT'. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE MISINTERPRETATIONS OF PROVIDE WRITTEN/GRAPHIC CLARIFICATION OR SUPPLEMENTAL INFORMATION REGARDING THE INTENT OF THE CONTRACT DOCUMENTS. THE ARCHITECT LL 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 THE CHITECT BEFORE COMMENCING WORK. ON THE ARCHITECTURAL DRAWINGS. THE LOCATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS BE LOCATED AS DIRECTED ARCHITECT. Drawing No. Title: UNIVERSITY OF WATERLOO : 100 2023/2/1 17:44:50 C:\Users\ 林 \Documents\Super Shed Project CENTRAL_j367lin.rvt A108 0001 SUPER SHED GROUP 6 - HARBUX CHANA, GABRIEL CODINA, JIAHUI LIN, SREE SAI SILESH RAVIKUMAR STRUCURAL AXONOMETRIC AND SCHEDULE REV.ISSUEDATE Structural Axonometric 1 1 : 100 Structural Roof Plan 2 STRUCTURAL ROOF SCHEDULE MARKTYPE SPECIFICATI ON (MM)COUNT LENGTH (MM) T1Pitched Roof Truss2000139000 B1CISC Wide Flange Shapes410 x 3949000 C1CISC HSS Square(CSA G40.21)-Column 200 x 200 x 8.063700 P1HSS Square38 x 38222558 U/S ROOF TRUSS +/- 4000mm 1 : 50