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- 13. T/O CONC. FL. U/S OF CEILING 0 4000 2 A-2 NORTH-SOUTH CROSS SECTION SCALE 1: 50 D C B A 5200 5510 6876 150 17936 3004000485 4785 ARCHITECTURAL WOODEN CEILING CONCRETE COLUMN BEYOND WAITER'S STATION WATER FEATURE BEYOND TYP. FLOOR: FINISHED FLOORING ON 50 CONC. TOPPING ON 250 PRESTR. CONC. WASHROOMS BEYOND LIGHT FIXTURE 1 2 3 4 5 9982 34510 T/O CONC. FL. U/S OF CEILING 0 4000 4000 1038 BAR SHELVING FASTENED TO WALL W/ SCREW/ADHESIVE BAR RECEPTION DESK EXPOSED CONCRETE (TYP. COLUMN) 300485 WAITER'S STATION WALL MOUNTED ELECT. FIREPLACE TYP. FLOOR: FINISHED FLOORING ON 50 CONC. TOPPING ON 250 PRESTR. CONC. 8176 8176 8176 LED LIGHT STRIP LIGHT FEATURE BAR STOOL 1 A-2 WEST-EAST CROSS SECTION SCALE 1: 50 APPLIED TECHNOLOGY SCHOOL OF HUMBER COLLEGE DRAWING NO. : PROJECT NAME : SCALE : DATE : TECHNOLOGY DRAWN BY : DRAWING TITLE : PROJECT NAME : ARCHITECTURAL A21:50 APRIL 26, 2016 CROSS-SECTIONS THOMPSON HOTEL LOUNGE INTERIOR DETAILINGHAZEL GUNDRAN
- 15. 1220 3710 1600 600 89 1600 3011 89 140 610 2100 89 1422 140 1698 89 1450 140 140 3035 89 89 140 840 89 1360 89 89 1068 140 1237 89 1569 89 3011 140 140140 237814501945,5 89 1945,511001157 140 6135 140 140 140 140 1404679 89 1331 89 1652 140 1960 140 140 140 140 1065 140 3370 89 12201131 89 1234 89 529 140 1960 140 140 89 355 140 140 4575 89 12201220 89 1852 140 140 1852 89 610 89 1741 89 700 830 700 190 510 400 140 1575 2275 965 190 2230 190 965 6451325 140 140 1890 6470 4030 19540 6400 4230 16500 140 360318902627 140 840021004795 2100 100 81252012701968 125 19400 860077003100 125 15431270272412701543 125 1235,51575241215751575762,5 140 762,5 140 622,5 16500 73009200 125 52027455202745520 125 20001095,34 580,32 1784,3423401260 140 125 89 6821 140 125 L01L02 L03 L04L04 L05 L06 L06 L07 L07 L07 L08 L09 L10 L10 L10 L11L11 B1 B2 B3 B4 $ $ $$$ $³ $³$³ $4 109 108 101 102 103 104 105 106 107 GARAGE 112 FOYER 101 SKYLIGHT ABOVE STORAGE ROOM 111 WASH RM. 102 LIVING ROOM 103 DINING ROOM 104 14 RUNS @ 265 DN. 14 RIS. @ 185.4 HALL 105 FAMILY ROOM 106 PANTRY 108 DINETTE 107 UTILITY RM. 110 KITCHEN 109 125 8172 89 125 89 38x140@300O.C. S-P-FNO.1S-P-FNO.1 S-P-FNO.1 S-P-FNO.1 38x286@300O.C. 38x286@300O.C. 38x140@300O.C.38x286@300O.C.S-P-FNO.1 REFRIG. (N.I.C.) A-3 1 @ 180.5 UP 15 RIS. SK-4 1 A-5 1 A-5 1 A-4 1 SK-8 3 A-5 3 A-5 1 MET. TRESHOLD 125 TYPICAL WALL CONSTRUCTION: 16 GYPSUM DRYWALL 25 INSUL. SHEATHING 38 X 140 STUDS AT 600 O.C. FILLED WITH R.I.S. 5.5 BATT. INSUL. 0.75 POLYETH. VAP. BAR. WALLS TO BE GAS PROOFED 150 HIGH WOOD PLATFORM 1205 UP 2 RISERS @ 150 SLOPE DOWN 25 2515 ROD & SHELF CONC. STEP 50 CONC. TOPPING WATERPROOFING MEMBRANE 150 REINF. CONC. SLAB FACE OF STUD WALL FACE OF STUDS 1065 SLOPE CONC. SLAB DOWN 100 140 1 A2 FIRST FLOOR PLAN SCALE 1:50 LINTEL SCHEDULE CountNUMBER STEEL_DESCRIPTION WOOD_DESCRIPTION 1 L01 190 x 90 x 6 2 x 38 x 184 S-P-F NO. 1 1 L02 190 x 90 x 6 2 x 38 x 89 S-P-F NO. 1 1 L03 190 x 90 x 6 2 x 38 x 286 S-P-F NO. 1 1 L05 190 x 90 x 6 2 x 38 x 235 S-P-F NO. 1 1 L08 N/A 2 x 38 x 184 S-P-F NO. 1 1 L09 N/A 2 x 38 x 235 S-P-F NO. 1 2 L04 190 x 90 x 6 2 x 38 x 140 S-P-F NO. 1 2 L06 190 x 90 x 6 2 x 38 x 235 S-P-F NO. 1 2 L11 N/A 2 x 38 x 286 S-P-F NO. 1 3 L07 190 x 90 x 6 2 x 38 x 184 S-P-F NO. 1 3 L10 190 x 90 x 6 2 x 38 x 140 S-P-F NO. 1 BEAM SCHEDULE CountBEAM_NUMBER DESCRIPTION 1 B1 4- 38 x 286 S-P-F NO. 1 1 B2 3- 38 x 184 S-P-F NO. 1 1 B3 5- 38 x 235 S-P-F NO. 1 1 B4 4- 38 x 184 S-P-F NO. 1 CEILING LIGHT (CEILING MOUNTED LIGHT) DUPLEX RECEPTICAL WALL SWITCH 3-WAY SWITCH 4-WAY SWITCH $ $³ $4 LEGEND: APPLIED TECHNOLOGY SCHOOL OF TECHNOLOGY ARCHITECTURAL 1:50 JUNE 30, 2014 FOR MR. & MRS. J.W. DOE ARC. 201-01HAZEL GUNDRAN
- 16. 89 X 89 POST ON 300 DIAMETER PIER MIN. 1200 BELOW GRADE S-P-FNO.1 38x286@300O.C. S-P-FNO.1 38x286@400O.C. S-P-FNO.1 38x286@400O.C. S-P-FNO.1 38x235@300O.C. S-P-FNO.1 S-P-FNO.1S-P-FNO.1 38x89 S-P-FNO.1 38x184@400O.C. @400O.C. 38x89 @400O.C. S-P-F NO. 1 38 x 184 @ 300 O.C. 38x140 @400O.C. L-B1L-B2 L-B3L-B3L-B4 L-B5 BASEMENT LINTEL SCHEDULE CountNUMBER STEEL_DESCRIPTIONWOOD_DESCRIPTION 1 L-B1 2 - 190 x 90 x 6 --- 1 L-B2 190 x 90 x 6 2 - 38 x 140 2 L-B3 190 x 90 x 6 2 - 38 x 140 1 L-B4 190 x 90 x 6 2 - 38 x 235 1 L-B5 2 - 190 x 90 x 6 --- 3 A-5 FURNACE & STORAGE RM. B2 RECREATION RM. B1 COLD STORAGE B3 A-5 1 A-4 1 A-5 3 A-5 1 3 A-5 UNEXCAVATED CRAWL SPACE (HEATED) ACCESS OPENING DELETE 2 BLOCK COURSES AT O.H. DOORS GALV. MET. WINDOW WELL BAY WINDOW ABOVE 16470 96856785 70202665625965147023401385 19370 857077003100 16470 4795210083701205 128012801280128025602560 19370 4500 2500104706400 630965 205 2200 205 965241515751310 250 256025601280128012801280 4090 2885 1 A5 BASEMENT FLOOR PLAN SCALE 1:50 190 8190 190 240 2860 240 3060 190 4210 190 5590 290 2210 290 2724 89 1400 250 240 2885 390 2885 190 100 3230 3330 3330 290240 1860 240 31414749 240 1309 290 45954275 100 190 1985 240 285 1275 89 1120 89 1702 290 290 2085 290 6830 190 2 - 38 x 184 W'D BEAMS (W.CEDAR OR PRESS. TREATED) (TYPICAL) 4595 CERAMIC TILE HEARTH (WOOD BURNING STOVE N.I.C.) 290 POURED CONCRETE 16 GYPSUM DRYWALL 25 INSUL. SHEATHING 38 X 140 STUDS AT 600 O.C. FILLED WITH R.I.S. 5.5 BATT. INSUL. 0.75 POLYETH. VAP. BAR. WALLS TO BE GAS PROOFED 240 POURED CONCRETE 16 GYPSUM DRYWALL 25 INSUL. SHEATHING 38 X 140 STUDS AT 600 O.C. FILLED WITH R.I.S. 5.5 BATT. INSUL. 0.75 POLYETH. VAP. BAR. WALLS TO BE GAS PROOFED 290 POURED CONCRETE 16 GYPSUM DRYWALL 25 INSUL. SHEATHING 38 X 140 STUDS AT 600 O.C. FILLED W/ R.I.S. 5.5 BATT. INSUL. 0.75 POLYETH. VAP. BAR. WALLS TO BE GAS PROOFED 190 POURED CONC. 89 CONC. BLOCK 240 POURED CONCRETE 16 GYPSUM DRYWALL 25 INSUL. SHEATHING 38 X 140 STUDS AT 600 O.C. FILLED WITH R.I.S. 5.5 BATT. INSUL. 0.75 POLYETH. VAP. BAR. WALLS TO BE GAS PROOFED 190 POURED CONCRETE 0.75 POLYETH. VAP. BAR. WALLS TO BE GAS PROOFED APPLIED TECHNOLOGY SCHOOL OF TECHNOLOGY ARCHITECTURAL 1:50 JULY 15, 2014 FOR MR. & MRS. J.W. DOE ARC. 201-01HAZEL GUNDRAN
- 17. 245627072595 TOP OF BSMT. CONC SLAB FINISHED GRADE TOP OF MAIN FLOOR TOP OF 2ND FLOOR UNDERSIDE OF CEILING TOP OF CONC. FOUNDATION WALL 295150 2400 19 T&G CEDAR SIDING ON BUILDING PAPER ON 10 EXT. TYPE PLYWOOD ON 25 INSULATION SHEATHING ON 38 x 140 WOOD STUDS FILLED W/ R20 FIBERGLASS BATT. INSUL. ON 0.15 POLYETH. VAPOUR BARRIER ON 16 GYPSUM DRYWALL HALL 201 LIVING ROOM 103 FOYER 101 GARAGE 112 REC. RM. B1 19 T&G CEDAR SIDING ON BUILDING PAPER ON 10 EXT. TYPE PLYWOOD ON 25 INSULATION SHEATHING ON 38 x 140 WOOD STUDS FILLED W/ R20 FIBERGLASS BATT. INSUL. ON 0.15 POLYETH. VAPOUR BARRIER ON 16 GYPSUM DRYWALLBED ROOM 204 16 GYP. DRYWALL 25 INSUL. SHEATHING 38 x 140 STUDS @600 O.C. FILLED W/ R.I.S. 5.5 BATT. INSUL. 16 GYP. DRYWALL WALLS TO BE GAS-PROOFED DAMPROOFING ON 7 MIN. PARGING W/ COVE AT FOOTING ON 290 CONC. BLOCK FOUNDATION WALL ON POLYETH. MOISTURE BARRIER ON 38 x 89 W'D STRAPPING @400 O.C. FILLED W/ 64 RIGID INSULATION 0.15 VAPOUR BARRIER 16 GYPSUM DRYWALL DAMPROOFING ON 7 MIN. PARGING W/ COVE AT FOOTING ON 290 CONC. BLOCK FOUNDATION WALL ON POLYETH. MOISTURE BARRIER ON 38 x 89 W'D STRAPPING @400 O.C. FILLED W/ 64 RIGID INSULATION 0.15 VAPOUR BARRIER 16 GYPSUM DRYWALL 90 FACE BRICK 25 AIR SPACE 25 R.S.I. 5.6 RIGID INSULATION ON 38 x 140 STUDS @ 600 0.C. FILLED W/ R20 BATT. INSUL. 16 GYPSUM DRYWALL 38 X 89 W'D BLOCKING 90 FACE BRICK 25 AIR SPACE BLDG. PAPER 10 PLYW'D SHEATHING 38 x 89 W'D STUDS @400 O.C. WALLS TO BE GAS-PROOFED 200 x 200 x 13 THICK ST. BASE PLATE 38 x 235 FLOOR JOISTS @400 O.C. W/ CROSS BRIDGING @2100 O.C. 5-38 x 286 BUILT-UP W'D BEAM 2-38 x 89 TOP PLATE MET. JOIST. HANGER 38 x 89 LOAD BEARING STUD WALL 1417 38 x 89 BASE PLATE H.S.S. 89 O.D. X 6.35 2-38 x 235 LINTEL 1290 295 UNDISTURBED SOIL 150 10.25 KG/M^2 ASPHALT SHINGLES ON 13 MM PLYWOOD SHEATING ON 38 x 89 ENGINEERED ROOF TRUSSES 9775 640 x 640 x 300 DEEP CONC. FOOTING 2456 150 120012001767 16 INT. CEILING FINISH CONT. VAPOUR/AIR BARR. MIN. R.S.I. 5.8 INSUL. 75 2369 16 235 16 2456 16 235 16 2456 16 1120 100 1220 89 38 x 140 CEIL'G JOISTS @ 400 O.C. 75 REINF. CONC. SLAB 120 MIN. GRAVEL OR CRUSHED STONE 75 REINF. CONC. SLAB TOP OF CONC. FOUNDATION WALL TOP OF FOOTING 1 3 1 3 10.25 KG/M^2 ASPH. SHINGLES ON 13 MM PLYW'D SHEATING ON 38 x 184 ROOF RAFTERS @400 O.C. TOP OF BSMT. CONC SLAB TOP OF MAIN FLOOR SUBFLOOR TOP OF 2ND FLOOR SUBFLOOR UNDERSIDE OF CEILING 245627072595 1930 1050 38 x 89 THRUST BLOCK OR KICKER PLATE MET. WALL BRACKETS @1050 O.C. MAX 125 MIN. CRUSHED STONE OR GRAVEL 75 MIN. CONC. SLAB 2-38 x 235 HEADER WITH 38 x 89 LEDGE 38 x 235 FLOOR JOISTS @400 O.C. 12575 2328 16 235 16 10 2430 16 235 16 10 2-38 x 235 HEADER 38 x 38 CROSS-BRIDGING @2100 O.C. MAX 16 GYPSUM DRYWALL CEILING 16 GYP. DRYWALL SUBFLOOR 10 FINISHED FLOORING 10 FINISHED FLOORING ON 16 GYP. DRYWALL SUBFLOOR 38 x 235 FLOOR JOISTS @400 O.C. 38 x 38 CROSS-BRIDGING @2100 O.C. MAX 16 GYPSUM DRYWALL CEILING 2-38 x 235 HEADER WITH 38 x 89 LEDGE 38 x 235 FLOOR JOISTS @400 O.C. 2-38 x 235 HEADER 38 x 38 CROSS-BRIDGING @2100 O.C. MAX 16 GYPSUM DRYWALL CEILING 16 GYP. DRYWALL SUBFLOOR 10 FINISHED FLOORING 10 FINISHED FLOORING ON 16 GYP. DRYWALL SUBFLOOR 38 x 235 FLOOR JOISTS @400 O.C. 38 x 38 CROSS-BRIDGING @2100 O.C. MAX 16 GYPSUM DRYWALL CEILING 45 x 135 HARDWOOD HANDRAIL 90 MIN. EFFECTIVE DEPTH 15 x 15 STEELS PICKETS @115 O.C. MAX 30 HARDW'D TREAD 22 HARDW'D RISER 16 DRYWALL SOFFIT 240 25 185 3710 (TOTAL RUN) 14 TREAD @ 265 240 25 10501050 181 3975 (TOTAL RUN) 15 TREAD @265 38 x 286 HOUSED HARW'D STRINGER 16 GYP. DRYWALL SOFFIT 26052707(TOTALRUN)(TOTALRUN) 14RISERS@185.415RISERS@180.5 2430 16 BUILDING CROSS SECTION1 A-6 SCALE 1:50 SECTION THROUGH STAIR2 A-6 SCALE 1:25
- 18. SCALE 1:125 C REFLECTED CEILING PLAN2 A7 1 2 3 4 5 6 B A E D 9000 9000 45350 9000 36350 9000 9000 9000 9000 90009000 DENOTES 500 X 1500 RECESSED FLUORESCENT LIGHT FIXTURE DENOTES 500 X 500 RECESSED FLUORESCENT LIGHT FIXTURE DENOTES 500 X 1500 LAY-IN ACOUSTIC TILE IN SUSPENDED T-BAR SYSTEM DENOTES 610 X 1219 X 8 DEEP ALUM. EGG CRATE LOUVERS IN DRYWALL COVE, WITH DOUBLE TUBE FLUORESCENT FIXTURE ABOVE DENOTES RECESSED LED POT-LIGHT FIXTURE DENOTES 400 X 400 STRUCTURAL CONCRETE COLUMN DENOTES SURFACE MOUNTED 250 X 1500 FLUORESCENT LIGHT FIXTURE DENOTES 500 X 500 LAY-IN ACOUSTIC TILE IN SUSPENDED T-BAR SYSTEM GYPSUM DRYWALL EDGE 575 350 575 350 LEGEND: ALUMINUM CURTAIN WALL FRAME ALUMINUM WINDOW FRAME DRYWALL DRYWALL
- 19. 000 SHOWROOM 103 3600 7200 OFFICE 207 125 85 80 38 800211 8998 3600 200 20036001400 200120020002389800800 65 FLASHING PREFIN. MET. CAPFLASH'G SECURED W/ MET. CLEATS OR STARTER CLIPS TREATED 38 x 140 W'D 16 EXTERIOR GRADE PLYW'D SYNTHETIC WATERPROOFING MEMBRANE (OR FLEXIBLE SYNTH. FLASHING) SEALANT SOLDIER BRICK CRS. 50 RIGID INSULATION PARAPET REINFORCING U/S STEEL ROOF DECK STRUCTURAL STEEL BEAM SPACE FOR BEAM DEFLECTION 10 Ø ANCHOR BOLTS @1200 GALVANIZED LADDER TYPE JOINT REINFORCING WITH PLASTIC CLIPS @ 400 O.C. ALUMINUM SILL SEALANT AND BACKER ROD 50 x 125 THERMALLY BROKEN ALUMINUM FRAME INSULATING GLASS UNIT 9O FACE BRICK 50 RIGID INSULATION 25 AIR SPACE ELASTOMERIC MEMBRANE AIR/VAPOUR BARRIER 190 CONC. BLOCK MORTAR DROPPING CONTROL MESH WEEP HOLES FLASHING 65 150 60 80 38 80 210 100 290 100 CONTIN. REINF. CONC. BAND COURSE 290 CONC. BLK. FOUNDATION WALL REINF. CONC. FOOT'G ON UNDISTURBED SOIL FINISHED FLOORING ON 65 CONC. SLAB REINF. WITH W.W.M. ON STEEL PAN ON O.W.S.J. @ 600 O.C. TREATED 38 x 89 W'D FRAMING 16 EXT. GR. PLYW'D TREATED 2-38x89 W'D FRAM'G AT 1200 O.C. ANCHORED TO MASONRY WITH 10 Ø BOLTS GRAVEL BALLAST ON FILTER FABRIC ON 75 RIGID INSULATION ON SINGLE PLY SYNTHETIC WATERPROOF'G MEMBRANE ON 13 G.W.B. ON 40 CORRUG. GALV. ST. DECK 80 275 355 LAY-IN ACOUSTIC TILE ON SUSPENDED T-BAR SYSTEM O.W.S.J. @ 600 O.C. LAY-IN ACOUSTIC TILE ON SUSPENDED T-BAR SYSTEM FINISHED FLOORING ON 100 CONC. SLAB ON 0.15 POLYETH. D.P.C. ON 150 GRANULAR SILL 7 A-6 8 A-6 FLASHING 190 CONC. BLK. LINTEL (UP TO 2400 OPENING SPANS) PLASTIC LAM. ON 19 PLYW'D STOOL ON W'D BLOCKING SEALANT TREATED W'D BLOCKING THERMALLY BROKEN ALUMINUM FRAME INSULATING GLASS UNIT 50 WATER RESISTANT RIGID INSULATION ON DAMPPROOFING COATING 100 Ø MIN. DRAINAGE PIPE WITH 150 MIN. CRUSHED STONE T/O 2ND FLOOR CONC. SLAB T.O. CONC. SLAB FINISHED GRADE 000 3600 7200 CONFERENCE RM. 210 VESTIBULE 101 38 CARRYING CHANNELS 22 FURRING CHANNELS ON 16 G.W.B. ON AIR/VAPOUR BARRIER ON 50 RIGID INSULATION ON CARRIER CHANNELS ON LINEAR ALUMINUM PANELS WITH FILLER STRIPS 90 75 58 132 90 75 190 190 CONC. BLK. LINTEL (UP TO 2400 OPENING SPANS) ALUMINUM THRESHOLD SET ON SEALANTS ALUMINUM DOOR WITH INSULATED GLASS 50 x 150 ALUMINUM DOOR FRAME BEYOND 16 G.W.B. ON 22 MET. FURR'G CH. ON CONC. BLK. ON AIR/VAP. BARRIER ON 50 RIGID INSUL. ON 25 AIR SPACE ON BRICK COURSE LAY-IN ACOUSTIC TILE ON SUSPENDED T-BAR SYSTEM MASONRY COLUMN BEYOND 335 x 10 ST. PLATE FLASHING WEEP HOLES MORTAR DROPPING CONTROL 75 x 75 x 8 ST. ANGLE HANGERS @ 1200 15 COMPRESS FILLER SEAL AIR/VAPOUR BARRIER TO BLOCK GALVANIZED LADDER TYPE JOINT REINFORCING WITH PLASTIC CLIPS @ 400 O.C. LAY-IN ACOUSTIC TILE ON SUSPENDED T-BAR SYSTEM SEALANT PLASTIC LAM. ON 19 PLYWOOD STOOL 65 125 85 80 38 ST. ANGLE CLIPS ALUMINUM SILL 38 x 64 TREATED W'D SUB-FRAME ANCHORED TO CONC. BLK WITH SHEET MET. STRAPS SEALANT AND BACKER ROD 50 x 125 THERMALLY BROKEN ALUMINUM FRAME INSULATING GLASS UNIT 16 GYP. DRYWALL ON 22 MET. FURR'G CH. FLASHING O.W.S.J. @ 600 O.C. PREFIN. MET. CAPFLASH'G SECURED W/ MET. CLEATS OR STARTER CLIPS TREATED 38 x 140 W'D 16 EXTERIOR GRADE PLYW'D SYNTHETIC WATERPROOFING MEMBRANE (OR FLEXIBLE SYNTH. FLASHING) SEALANT SOLDIER BRICK CRS. 50 RIGID INSULATION PARAPET REINFORCING U/S STEEL ROOF DECK TREATED 38 x 89 W'D FRAMING 16 EXT. GR. PLYW'D STRUCTURAL STEEL BEAM SPACE FOR BEAM DEFLECTION 265 x 10 ST. PLATE 10 Ø ANCHOR BOLTS AT 1200 TREATED 2-38 x 89 W'D FRAM'G AT 1200 O.C. ANCHORED TO MASONRY WITH 10 Ø BOLTS GRAVEL BALLAST ON FILTER FABRIC ON 75 RIGID INSULATION ON SINGLE PLY SYNTHETIC WATERPROOFING MEMBRANE ON 13 G.W.B. ON 40 CORRUG. GALV. ST. DECK 80 275 355 9O FACE BRICK 50 RIGID INSULATION 25 AIR SPACE ELASTOMERIC MEMBRANE AIR/VAPOUR BARRIER 190 CONC. BLOCK T.O. CONC. SLAB CONTIN. REINF. CONC. BAND COURSE 290 CONC. BLK. FOUNDATION WALL 50 WATER RESISTANT RIGID INSULATION ON DAMPPROOFING COATING 12 PREMOULDED JOINT FILLER AND SEALANT FINISHED FLOORING ON 100 CONC. SLAB ON 0.15 POLYETH. D.P.C. ON 150 GRANULAR SILL FINISHED GRADE 100 Ø MIN. DRAINAGE PIPE WITH 150 MIN. CRUSHED STONE REINF. CONC. FOOT'G ON UNDISTURBED SOIL FINISHED FLOORING ON 65 CONC. SLAB REINF. WITH W.W.M. ON STEEL PAN ON O.W.S.J. @ 600 O.C. 490 8998 140036003600200 70030080080020008002200600 80 210 100 290 100 390 420 390 200200 T/O 2ND FLOOR CONC. SLAB OUTLINE OF COLUMN FOUND BEYOND WALL SECTION1 A-6 SCALE 1:20 WALL SECTION2 A-6 SCALE 1:20 7200 TREATED 2 - 29x89 FRAM'G @1200 O.C. ANCHORED TO MASONRY WITH 10 Ø BOLTS PARAPET REINFORCING TREATED 38X89 W'D FRAM'G GRAVEL BALLAST ON FILTER FABRIC ON 75 RIGID INSULATION ON SINGLE PLY SYNTHETIC WATERPROOF'G MEMBRANE ON 13 G.W.B. ON 40 CORRUG. GALV. ST. DECK ON O.W.S.J. @ 600 O.C LAY-IN ACOUSTIC TILE ON SUSPENDED T-BAR SYSTEM 190 50 25 90 CONC. BLK. ON AIR/VAPOUR BARRIER ON RIGID INSULATION ON 25 AIR SPACE ON BRICK COURSE U/S OF ST. DECK STEEL ANGLE CLIP SPACE FOR MOVEMENT JOINT GALVANIZED LADDER TYPE JOINT REINFORC'G WITH PLASTIC CLIPS @ 400 O.C. AC. T IN SUSP. 'T'-BAR SYST. SECTION DETAIL3 A-6 SCALE 1:10 GRAVEL ON 4 PLY. BUILT-UP ROOFING 150 RIGID INSUL. VAPOUR BARRIER 40 STEEL DECK 190 CONC BLK. 4800 U/S OF ST. DECK STEEL ANGLE CLIP 15 GYPS. WALLBD. 22 FURRING CHANNELS 600 O.W.S.J @1550 O.C W410-180 ST. BM WALL MOUNTING ANGLE LABORATORY 108 ASSEMBLY 109 SECTION DETAIL6 A-6 SCALE 1:10 FLASHING SEALED ON VAPOUR BARRIER 190 CONC. BLK. LINTEL (UPTO 2400 OPENING SPANS) L-150X100X10 SEALANT 190 75 90 38 140 150 65 INSULATED GLASS UNIT WINDOW HEAD DETAIL7 A-6 SCALE 1:5 PLAST. LAM. ON 190 PLYWOOD STOOL ON W'D BLOCKING TREATED W'D BLOCKING GALVANIZED METAL TIES @ 400 O.C VERT SEALANT W'D SHIM SEALANT 16 G.W.B ON 22 FURRING CHANNELS @400 O.C ALUM. SILL 90 FACE BRICK 25 AIR SPACE 9075 275 25 355 WINDOW SILL DETAIL8 A-6 SCALE 1:5 150 40 50 25 35 SEALANT & BACKER ROD W'D SHIM 38X64 TREATED W'D FRAME ANCHORED TO CONC. BLK. W/ SHEET METAL STRAPS 9 A-6 WINDOW JAMB SCALE 1:5 200X200 ST. COLUMN 16 G.W.B 22 FURRING CHANNELS 190 CONC. BLK. 90 FACE BRICK 25 AIR SPACE 50 RIGID INSULATION VAPOUR BARRIER 90 25 50 190 MAIN STAIRCASE 102 PLAN DET. AT COL'N5 A-6 SCALE 1:10 LAY-IN ACOUSTIC TILE ON SUSPENDED T-BAR SYSTEM STEEL PAN 65 CONC. SLAB, REINF. W/ W.W.M. ON FIN. FLOORING MATERIAL (e.g. V.A.T) ON VINYL BASEBOARD 16 GYP. DRYWALL ON 22 MET. FURRING CHANNELS 600 O.W.S.J @500 O.C. STRUCT. ST. BEAM 8002800 GALV. MET. TIES 1907590 80 WALL MOULDING ANGLE WALL FINISH (e.g. DRYWALL ON 22 MET. FURRING) WHERE APPLICAPLE. LABORATORY 108 OFFICE 105 AUXILLARY SERVICES RM. 204 SECTION DETAIL4 A-6 SCALE 1:10
- 20. -3350 T/O CONCRETE CURB -3200 T/O LOWER LEVEL CONC. FLOOR SLAB -400 T/O CONCRETE TOPPING 2048 U/S OF TRUSS M 6648 14002800FLOORTOFLOOR2448509 2001200349450 150 57293100 38 722 38 100184 38 200(TYP.) 600 (TYP.) 2067 (31BRICKCOURSES) MASONRYOPENINGASPER SLIDINGDOORMANUFACTURER 800 (12BRICKCOURSES) 1267 (19BRICKCOURSES) MASONRYOPENINGASPER WINDOWMANUFACTURER 533 (19BRICKCOURSES) 200 333 (5BRICKCOURSES) 1400MIN.8001267THROUGHOPENING)143190147203502067THROUGHOPENING143190 48 48 32 500 200 100 10 240 140 95 285 380 390 95 295 190 110 90 70 70 390 45 95 400 MIN. 1100 EAVE PROTECTION (WATERPROOFING MEMBRANE) 2.4 1SLOPE 38 X 184 PRESSURE TREATED RAILS 38 X 89 PRESSURE TREATED RAIL (TYP.) 38 X 38 PRESSURE TREATED PICKETS @ 138 O.C. 38 X 89 PRESSURE TREATED POSTS @ 1200 O.C. GALV. METAL U-BRACKETS @ 1200 O.C. WELDED T0 GALV. STEEL CHANNEL ANCHORED TO CONC. SLAB 150 X 300 CONC. CURB PAVING & CURB AT WHEELCHAIR UNIT CONTINOUS 50 WIDE SCREENED VENT 19 X 184 PINE BOARDS @ 214 O.C. ON 13 PINE PLYWOOD SOFFIT 19 X 184 PINE BOARDS @ 214 O.C. ON 19 X 64 PINE BATTENS ON BUILDING PAPER ON 13 PLYWOOD SHEATHING WOOD BLOCKING AS REQUIRED WOOD BLOCKING, VARIABLE HEIGHT FOR DRAINAGE SLOPE PREFINISHED METAL FLASHING VARIES100MIN. 20MIN. 13 PRESSURE TREATED PLYWOOD LINE EAVE THROUGH WITH SPRAYED ON WATERPROOFING MEMBRANE EXTENDED WATERPROOFING MEMBRANE UP ROOF MIN. 300 OVERLAP BLDG. PAPER FACE OF TRUSS TYPICAL ROOF CONSTRUCTION 'C': ASPHALT SHINGLES ON UNDERLAYMENT BLDG. PAPER ON 13 PLYW'D SHEATHING ON W'D TRUSSES @ 600 O.C. 38 X 140 FRAMING 38 X 184 HEADER 38 X 140 FRAMING 19 X 32 WOOD TRIM 805 191 WEEP HOLES AT 600 O.C. FLASHING L - 150 X 90 X 10 SEALANT AND BACKING ROD 996 VINYL - CLAD WOOD SLIDING DOOR AND FRAME (SEE SPECIFICATIONS) 200 SOLID PRECAST CONCRETE SLAB 1600 SEALANT TYPICAL 390 MASONRY CAVITY WALL: 90 FACE BRICK ON 34 AIR SPACE ON 76 RIGID INSULATION ON AIR VAPOUR BARRIER ON 190 CONCRETE BLOCK WEEP HOLES AT 600 O.C. FLASHING L - 150 X 90 X 10 SEALANT FACE OF BRICK PIER BEYOND VINYL - CLAD WOOD WINDOW AND FRAME (SEE SPECIFICATION) SEALANT ALUMINUM SILL 2 - 38 X 89 PRESSURE TREATED WOOD ADJUSTABLE SHEAR CONNECTOR METAL TIES @ 400 O.C. VERTICAL (TYP.) SEAL FLASHING TO AIR/VAPOUR BARRIER MORTAR DROPPING MESH WEEP HOLES AT 600 O.C. FLASHING INTERLOCKING CONC. PAVERS ON 100 COMPACTED CRUSHED LIMESTONE SCREENING SLOPE DOWN 2% MIN. 50 EXTRUDED POLYSTYRENE INSULATION TYPICAL FOUNDATION WALL: 380 REINF. CONC. FOUNDATION WALL DAMPPROOFING COATING 50 EXTRUDED POLYSTYRENE INSULATION DRAINAGE MAT 100 DIAMETER MIN. DRAINAGE PIPE COVERED WITH 150 MIN. CRUSHED STONE REINF. CONC. FOOTING ON UNDISTURBED SOIL (SEE STRUCTURAL DRAWINGS) TYPICAL LOWER FLOOR: 100 CONC. SLAB REINF. WITH W.M.M. ON 0.15 POLYETHYLENE DAMPROOFING LAYER ON 150 COMPACTED GRANULAR FILL SEE ROOM FINISH SCHEDULE FOR FLOOR FINISH 13 G.W.B. ON 22 FURRING CHANNELS @ 400 O.C. WOOD STOOL ON WOOD BLOCKING SEALANT 16 GYPSUM WALL BOARD ON 16 X 64 STRAPPING TEXTURED FINISH STEEL DOWEL TIE-DOWN IN EACH GROUTED KEY JOINT BEYOND HIGH DENSITY PLASTIC (MASONITE) BEARING PADS CONTINUOUS 2 BRICK COURSES CONTINUOUS CONC. BLOCK BOND BEAM (SEE STRUCTURAL DRAWINGS) 13 G.W.B. ON 22 FURRING CHANNELS @ 400 O.C. TYPICAL FLOOR: 50 CONC. TOPPING ON 250 PRESTRESSED CONC. HOLLOW CORE SLAB SEE ROOM FINISH SCHEDULE FOR FLOOR FINISH CONTINUOUS CONC. BLOCK BOND BEAM (SEE STRUCTURAL DRAWINGS) 38 X 140 PLATE ON 6 MORTAR LEVELING BED, 13 ANCHOR BOLTS @ 2400 O.C. MAX. CONTINUOUS 0.15 POLYETHYLENE AIR/VAPOUR BARRIER RSI 5.1 GLASS FIBRE BATT. INSULATION LIGHT-WEIGHT ENGINEERED WOOD TRUSSES @ 600 O.C. (GUSSET PLATES AS PER MANUFACTURER) MOTEL UNIT U 1XX MOTEL UNIT U 0XX WALL SECTION1 A-3 SCALE 1:12.5 -3800 000 T/O CONC. TOPPING 3044 U/S OF TRUSS 9 SLOPE DOWN 2% MIN. ADJUSTABLE SHEAR CONNECTOR METAL TIES @ 400 O.C. VERTICAL (TYP.) SEAL FLASHING TO AIR/VAPOUR BARRIER MORTAR DROPPING MESH WEEP HOLES AT 600 O.C. FLASHING INTERLOCKING CONC. PAVERS ON 100 COMPACTED CRUSHED LIMESTONE SCREENING 50 EXTRUDED POLYSTYRENE INSULATION TYPICAL FOUNDATION WALL: 330 REINF. CONC. FOUNDATION WALL DAMPPROOFING COATING 50 EXTRUDED POLYSTYRENE INSULATION DRAINAGE MAT 100 DIAMETER MIN. DRAINAGE PIPE COVERED WITH 150 MIN. CRUSHED STONE SEALANT ALUMINUM SILL 2 - 38 X 89 PRESSURE TREATED WOOD FACE OF BRICK PIER BEYOND 50 X 150 THERMALLY BROKEN ALUM. FRAME WITH INSULATING GLASS UNIT WEEP HOLES AT 600 O.C. SEAL FLASHING TO AIR/VAPOR BARRIER SEALANT MORTAR DROPPING MESH TYPICAL 390 MASONRY CAVITY WALL: 90 FACE BRICK ON 34 AIR SPACE ON 76 RIGID INSULATION ON AIR VAPOUR BARRIER ON 140 CONCRETE BLOCK SEALANT WITH BACKING ROD SHIM AND BLOCKING 38 X 140 PLATE 38 X 184 WOOD SECURED TO BOTTOM CHORD OF TRUSS CONTINUOUS SEALANT UNDER SHINGLES PREFINISHED METAL FLASHING 19 X 184 PINE BOARDS @ 214 O.C. 19 X 64 PINE BATTENS ON BUILDING PAPER 13 PLYWOOD SHEATHING 38 X 140 STUD FRAMING @ 600 O.C. WITH RSI 3.5 FIBREGLASS BATT. INSUL. CENTRE LINE OF HEAVY TIMBRE TRUSS AND MASONRY COLUMN TYPICAL LOWER FLOOR: 100 CONC. SLAB REINF. WITH W.M.M. ON 0.15 POLYETHYLENE DAMPROOFING LAYER ON 150 COMPACTED GRANULAR FILL SEE ROOM FINISH SCHEDULE FOR FLOOR FINISH 13 G.W.B. ON 22 FURRING CHANNELS @ 400 O.C. WOOD STOOL ON WOOD BLOCKING SEALANT WALL MOULDING ANGLE SEALANT STRUCTURAL STEEL BEAM WITH 320 X 10 STEEL PLATE WELDED TO BOTTOM FLANGE 16 LAY-IN ACOUSTIC TILE IN SUSPENDED T-BAR SYSTEM HIGH DENSITY PLASTIC (MASONITE) BEARING PADS STEEL DOWEL TIE-DOWN IN EACH GROUTED KEY JOINT BEYOND TYPICAL FLOOR: 50 CONC. TOPPING ON 250 PRESTRESSED CONC. HOLLOW CORE SLAB SEE ROOM FINISH SCHEDULE FOR FLOOR FINISH 13 G.W.B. ON 22 FURRING CHANNELS @ 400 O.C. WOOD STOOL ON WOOD BLOCKING SEALANT 50 X 150 THERMALLY BROKEN ALUM. FRAME WITH INSULATING GLASS UNIT 170 150 70 66 390 FOR METAL CONNECTORS, SEE STRUCTURAL DRAWINGS SEALANT 40 X 40 ALUM. ANGLE BY WINDOW MANUFACTURER SOLID MASONRY PIER BEYOND 140 X 235 CEILING JOISTS HEAVY TIMBER TRUSS 13 PLYWOOD SHEATHING 19 X 140 T. & G. WOOD BOARDS (V-JOINTED) QUARTER ROUND CONTINUOUS POLYETHYLENE AIR/VAPOUR BARRIER ALL JOINTS SEALED TYPICAL ROOF CONSTRUCTION 'A': ASPHALT SHINGLES ON UNDERLAYMENT BLDG. PAPER ON 13 EXT. GR. PLYW'D SHEATHING ON 50 RIGID POLYISOCYANURATE INSUL. (R=7.2) ON AIR/VAPOUR BARRIER (FOIL FACED INSULATION WITH JOINTS SEALED) ON 127 X 203 T. & G. WOOD DECK (LAMINATED WITH V-JOINTS) ON HEAVY TIMBER TRUSSES @ 4800 O.C. 51210 140 110 90 340 145 195 150 200 10 50 190 140 185 330 8244 1400MIN.6002400ROUGHOPENING 800600 2400 44 1400 2970840 T.V. LOUNGE 0XX GENERAL LOUNGE 1XX WALL SECTION2 A-3 SCALE 1:12.5 ADJUSTABLE SHEAR CONNECTOR METAL TIES @ 400 O.C. VERTICAL (TYP.) SEALANT ALUMINUM SILL 2 - 38 X 89 PRESSURE TREATED WOOD 220 170 T/O LOWER LEVEL CONC. FLOOR SLAB REINF. CONC. FOOTING ON UNDISTURBED SOIL (SEE STRUCTURAL DRAWINGS)
- 21. C 2.4 1 400 MIN.1100 EAVE PROTECTION (WATERPROOFING MEMBRANE) ALUM. FLASH'G & SEALANT 16 GYP. WALL BOARD T/O BOND BEAM 19 x 64 W'D TRIM 38 x 140 PLATE ON 6 MORTAR LEVELING BED, 13 Ø ANCHOR BOLTS @ 1800 O.C. CONC. BLK. LINTEL ( ARCH. BLK.) 25 RIGID INSULATION CONTIN. 0.15 POLYETHYLENE AIR/ VAP. BARRIER W/ SEALED JOINTS 50 x 150 THERM. BROKEN ALUM. FRAME W/ INSULATING GLASS UNIT 19 x 184 PINE B'DS @ 214 O.C. ON 19 x 64 PINE BATTENS ON BLDG. PAPER ON 38 x 89 W'D STUDS @ 400 O.C. W/ RSI 2.2 GLASS FIBRE BATT. INSUL. FACE OF ARCH. CONC. BLOCK BEYOND TYP. 390 MASONRY CAVITY WALL: 90 FACE BRICK ON 34 AIR SPACE ON 76 RIGID INSULATION ON AIR/VAPOUR BARRIER ON 190 CONCRETE BLOCK FACE OF BRICK BEYOND ALUM. SILL SEALANT 2 - 38 x 89 PRESSURE TREATED W'D STEEL DOWEL TIE-DOWN IN EACH GROUTED KEY JOINT BEYOND ADJUSTABLE SHEAR CONNECTOR METAL TIES @ 400 O.C. VERTICAL (TYP.) BASEBOARD SEE ROOM FINISH SCHEDULE FOR FLOOR FINISH TYPICAL FLOOR: 50 CONC. TOPPING ON 250 PRESTRESSED CONC. HOLLOW CORE SLAB SEAL FLASH'G TO AIR/ VAP. BARRIER MORTAR DROPPING MESH WEEP HOLES @ 600 O.C. FLASHING FINISHED GRADE OFFICE 1XX 16 G.W.B. ON 22 FURRING CHANNELS @ 400 O.C. ON 38 CARRYING CHANNELS @ 1200 O.C. 16 G.W.B. ON 22 FURRING CHANNELS ON FOUNDATION WALL FITNESS ROOM 0XX 50 EXTRUDED POLYSTYRENE INSULATION TYPICAL FOUNDATION WALL: DRAINAGE MAT ON 50 EXTRUDED POLYSTYRENE INSUL. ON DAMPROOFING COATING ON 380 REINF. FOUNDATION WALL 100 Ø MIN. DRAINAGE PIPE COVERED WITH 150 MIN. CRUSHED STONE TYPICAL LOWER FLOOR: 100 CONC. SLAB REINF. WITH W.M.M. ON 0.15 POLYETHYLENE DAMPROOFING LAYER ON 150 COMPACTED GRANULAR FILL SEE ROOM FINISH SCHEDULE FOR FLOOR FINISH 12 PREMOULDED JOINT FILLER AND SEALANT AT ISOLATION JOINT REINFORCED CONC. FOOTING ON UNDISTURBED SOIL (SEE STRUCTURAL DRAWINGS) 38 x 140 FRAMING 38 x 184 HEADER 38 x 140 FRAMING VARIES100MIN. 20MIN. CONTINOUS 50 WIDE SCREENED VENT 19 X 184 PINE BOARDS @ 214 O.C. ON 13 PINE PLYWOOD SOFFIT 19 X 184 PINE BOARDS @ 214 O.C. ON 19 X 64 PINE BATTENS ON BUILDING PAPER ON 13 PLYWOOD SHEATHING WOOD BLOCKING AS REQUIRED WOOD BLOCKING, VARIABLE HEIGHT FOR DRAINAGE SLOPE PREFINISHED METAL FLASHING 13 PRESSURE TREATED PLYWOOD LINE EAVE THROUGH WITH SPRAYED ON WATERPROOFING MEMBRANE EXTENDED WATERPROOFING MEMBRANE UP ROOF MIN. 300 OVERLAP BLDG. PAPER FACE OF TRUSS TYPICAL ROOF CONSTRUCTION 'C': ASPHALT SHINGLES ON UNDERLAYMENT BLDG. PAPER ON 13 PLYW'D SHEATHING ON W'D TRUSSES @ 600 O.C. LIGHT-WEIGHT ENGINEERED WOOD TRUSSES @ 600 O.C. (GUSSET PLATES AS PER MANUFACTURER) RSI 5.1 GLASS FIBRE BATT. INSUL CONTINUOUS 0.15 POLYETHYLENE AIR/VAPOUR BARRIER 45 95 500 32 44 1902010800 50 2505302970 100 200 WALL SECTION3 A-4 SCALE 1: 20 -3800 T/O LOWER LEVEL CONC. FLOOR SLAB 000 T/O CONC. TOPPING 3044 U/S OF TRUSS 38003044450 191 805 996 70150 170 90110 190 295 95 390 300 95 240140 380 -3800 000 3044 EDx WALL SECTION4 A-4 SCALE 1: 20 TYP. ROOF CONSTRUCTION 'A': ASPHALT SHINGLES ON UNDERLAYMENT BLDG. PAPER ON 13 EXT. GR. PLYW'D SHEATHING ON 50 RIGID POLYISCYANURATE INSULATION (R=7.2) ON AIR/VAPOUR BARRIER (FOIL FACED INSUL. W/ JOINT SEALED) ON 127 x 203 T. & G. WOOD DECK (LAMINATED WITH V-JOINTS) ON HEAVY TIMBER TRUSSES @ 4800 O.C. 19 x 140 T. & G. WOOD BOARDS ON 13 PLYWOOD SHEATHING ON 0.15 POLYETHELENE AIR/VAPOUR BARRIER HEAVY TIMBER TRUSSES @ 4800 O.C. PRECAST CONC. RAIN CAP WITH WASH CONC. WYTHE BETWEEN FLUES 100 DEEP POURED CONC. CAP W/ WASH AND DRIP TYPICAL LOWER FLOOR: 100 CONC. SLAB REINF. WITH W.M.M. ON 0.15 POLYETHYLENE DAMPROOFING LAYER ON 150 COMPACTED GRANULAR FILL SEE SPECIFICATIONS FOR FLOOR FINISH 12 PREMOULDED JOINT FILLER AND SEALANT AT ISOLATION JOINT 2970 830 3044 443000 800400 100 1100400 400 MIN. 395 MIN. 890 MASONRY BEYOND 240 CONCRETE BLOCK 16 G.W.B. ON 22 FURRING CHANNELS ON CONCRETE BLOCK T/O LOWER LEVEL CONC. FLOOR SLAB HEARTH MANTEL NOTE: FORE FIREPLACE, SEE DETAIL DRAWINGS 16 LAY-IN ACOUSTIC TILE IN SUSPENDED T-BAR SYSTEM HEARTH NOTE: FORE FIREPLACE, SEE DETAIL DRAWINGS T/O MASONRY PIER FOR METAL CONNECTORS, SEE STRUCTURAL DRAWINGS 16 G.W.B. NON-SHRINKING GROUT 92 METAL STUD FRAMING @ 400 O.C. FACE OF CHIMNEY BEYOND HOOD OVER FIREPLACE (SEE DETAILS) 1600100300 2000 38003044 16 G.W.B. ON 22 FURRING CHANNELS @ 400 O.C. ON 38 CARRYING CHANNELS @ 1200 O.C. HIGH DENSITY PLASTIC (MASONITE) BEARING PADS GROUT VOIDS OF CORE SLAB AT SUPPORTS T/O CONC. TOPPING SEE SPECIFICATIONS FOR FLOOR FINISH TYPICAL FLOOR: 50 CONC. TOPPING ON 250 PRESTRESSED CONC. HOLLOW CORE SLAB STEEL BAR TIES IN GROUTED KEY JOINTS LOBBY 0XX MEETING RM 'B' 0XX CORRIDOR 1XX COAT ALCOVE 1XX DINING ROOM 1XX U/S OF TRUSS16 G.W.B. STRUCTURAL STEAL BEAM WITH 38 x 140 WOOD PLATE BOLTED TO TOP FLANGE 92 METAL STUD FRAMING @ 400 O.C. RSI 5.1 GLASS FIBRE BAT. INSUL. CONTINUOUS 0.15 POLYETHYLENE AIR/VAPOUR BARRIER RSI 3.5 GLASS FIBRE BAT. INSUL. TYPICAL ROOF CONSTRUCTION 'C': ASPHALT SHINGLES ON UNDERLAYMENT BLDG. PAPER ON 13 PLYW'D SHEATHING ON W'D TRUSSES @ 600 O.C. 19 x 184 PINE BOARDS @ 214 O.C. ON 19 x 64 PINE BATTENS ON BUILDING PAPER ON 13 PLYWOOD SHEATHING ON 38 x 140 STUD FRAMING WITH INSULATION LIGHT-WEIGHT ENGINEERED WOOD TRUSSES @ 600 O.C. (GUSSET PLATES AS PER MANUFACTURER) 38 x 184 RIDGE BOARD PREFINISHED METAL FLASHING 2.4 1SLOPE 92 9090 400 EQUAL EQUAL COAT HANGER ROD 19 PINE SHELF 890 445 44516 92 248 89 1450MIN.400150 125 50MIN. 350 25 700 69 240051 750 125 500 125 250 SLOPE -3800 T/O LOWER LEVEL CONC. FL. SLAB 000 T/O CONC. TOPPING 3044 U/S OF TRUSS -3930 H Hx LIGHT FIXTURE SECURED TO T/O 140 x 140 P.T. POST 40 Ø MET. TUBES @ 140 O.C. MAX. PINE BOARD CASING, BASE, & TRIM 40 Ø METAL TUBING SYNTH. WATERPROOF'G MEMBRANE 140 x 140 PRESSURE TREATED POSTS @ 1600 O.C. MAX. 19 x 140 T.G. PINE BOARDS 4 - 38 x 286 P.T. W'D BUILT-UP BEAM POST BOLTED TO JOIST AND BUILT-UP BEAM WALL SECTION5 A-4 SCALE 1: 20 140 x 140 PRESSURE TREATED POST POST BOLTED TO BRACKET, ANCHORED TO FOUNDATION TYP. 340 MASONRY CAVITY WALL: 90 FACE BRICK ON 34 AIR SPACE ON 76 RIGID INSULATION ON AIR/VAPOUR BARRIER ON 140 CONCRETE BLOCK 140038003044500 3 300 TYP. DECK CONSTRUCTION: 38 x 140 P.T. W'D DECK @ 145 O.C. 38 x 140 P.T. W'D SLEEPERS @ 600 O.C. ON 13 x 120 x 120 P.T. W'D PADS @ 600 O.C. ON SYNTH. WATERPROOFING MEMBRANE ON 16 EXT. GR. T. & G. PLYW'D SUBFLOOR ON 38 x 235 JOISTS @ 400 O.C. MAX. ON 19 x 140 T. & G. PINE BOARDS SEE SPECIFICATIONS FOR TROUGH JOIST HANGER 190 140930150 AIR SPACE 19 152 19 BUILT-UP P.T. W'D BEAM ANCHORED TO MASONRY PIER, SET ON 6 CEMENT BED 410 SLOPE DECK DN. 2% MIN. SLOPE DN. PAVEM'T 2% MIN. 1070MIN. 50 SEALANT ALUMINUM SILL 2 - 38 X 89 PRESSURE TREATED WOOD ADJUSTABLE SHEAR CONNECTOR METAL TIES @ 400 O.C. VERTICAL (TYP.) SEAL FLASHING TO AIR/VAPOUR BARRIER MORTAR DROPPING MESH WEEP HOLES AT 600 O.C. FLASHING INTERLOCKING CONC. PAVERS ON 100 COMPACTED CRUSHED LIMESTONE SCREENING FACE OF BRICK PIER BEYOND WEEP HOLES AT 600 O.C. SEAL FLASHING TO AIR/VAPOR BARRIER SEALANT MORTAR DROPPING MESH 50 x 150 THERM. BROKEN ALUM. FRAME W/ INSULATING GLASS UNIT 50 EXTRUDED POLYSTYRENE INSULATION TYPICAL FOUNDATION WALL: 330 REINF. CONC. FOUNDATION WALL ON DAMPROOFING COATING ON 50 EXTRUDED POLYSTYRENE INSUL. ON DRAINAGE MAT 100 Ø MIN. DRAINAGE PIPE COVERED WITH 150 MIN. CRUSHED STONE REINF. CONC. FOOT'G ON UNDISTURBED SOIL (SEE STRUCT. DRAWINGS) FOOTING OF MASONRY COLUMN BEYOND TYPICAL LOWER FLOOR: 100 CONC. SLAB REINF. W/ W.M.M. ON 0.15 POLYETHYLENE DAMPROOFING LAYER ON 150 COMPACTED GRANULAR FILL SEE RM. FINISH SCHED. FOR FLOOR FINISH 1400MIN.29708303044 6002410790600240044 150 250 140 110 90 300 195 145 340 16 LAY-IN ACOUSTIC TILE IN SUSPENDED T-BAR SYSTEM HIGH DENSITY PLASTIC (MASONITE) BEARING PADS GROUT VOIDS OF CORE SLAB AT SUPPORTS STEEL DOWEL TIE-DOWN IN EACH GROUTED KEY JOINTS TYPICAL FLOOR: 50 CONC. TOPPING ON 250 PRESTRESSED CONC. HOLLOW CORE SLAB BASEBOARD PLASTIC LAMINATE ON 19 PLYW'D STOOL ON W'D BLOCKING SEALANT 50 x 150 THERM. BROKEN ALUM. FRAME W/ INSULATING GLASS UNIT MEETING RM 'B' 0XX DINING ROOM 1XX FOR MET. CONNECTORS, SEE STRUCT. DRAWINGS NON-SHRINKING GROUT SEALANT 40 x 40 ALUM. ANGLE BY WINDOW MANUFACTURER SOLID MASONRY PIER BEYOND SEALANT TYP. ROOF CONSTRUCTION 'A': ASPHALT SHINGLES ON UNDERLAYMENT BLDG. PAPER ON 13 EXT. GR. PLYW'D SHEATHING ON 50 RIGID POLYISCYANURATE INSULATION (R=7.2) ON AIR/VAPOUR BARRIER (FOIL FACED INSUL. W/ JOINT SEALED) ON 127 x 203 T. & G. WOOD DECK (LAMINATED WITH V-JOINTS) ON HEAVY TIMBER TRUSSES @ 4800 O.C. 400 MIN. 1250 EAVE PROTECTION (WATERPROOFING MEMBRANE) 2.4 1SLOPE19 x 64 W'D TRIM W'D BLOCKING AS REQUIRED 19 x 140 T. & G. W'D BOARDS (V-JOINTED) ON 13 PLYW'D SHEATHING ON 0.15 POLYETHELENE AIR/VAP. BARRIER ON RSI 3.5 GLASS FIBRE BATT. INSUL. VARIES100MIN. 20MIN. CONTINOUS 50 WIDE SCREENED VENT 19 X 184 PINE BOARDS @ 214 O.C. ON 13 PINE PLYWOOD SOFFIT 19 X 184 PINE BOARDS @ 214 O.C. ON 19 X 64 PINE BATTENS ON BUILDING PAPER ON 13 PLYWOOD SHEATHING WOOD BLOCKING, VARIABLE HEIGHT FOR DRAINAGE SLOPE PREFINISHED METAL FLASHING 13 PRESSURE TREATED PLYWOOD LINE EAVE THROUGH WITH SPRAYED ON WATERPROOFING MEMBRANE EXTENDED WATERPROOFING MEMBRANE UP ROOF MIN. 300 OVERLAP BLDG. PAPER FACE OF TRUSS 4000 W'D BLOCKING AS REQUIRED 38 x 184 SOFFIT NAILER 38 x 89 NAILER 38 x 140 PLATE SHIM & BLOCKING HEAVY TIMBER TRUSSES 1918053707575370 150 890 7070 1350MIN. 300 Ø CONCRETE SONOTUBE FOUNDATION 692
- 22. MOTEL UNIT U 103 J Dy Dz M 390 BATH RM. U 103A CORR. U 129 MOTEL UNIT U 104 BATH RM. U 104A MOTEL UNIT U 004 CORR. U 029 BATH RM. U 004A RSI 5.4 GLASS FIBRE BATT INSUL. AND CONTINUOUS 0.15 POLYETHYLENE AIR/VAPOUR BARRIER 2.4 1 SLOPE TYPICAL ROOF CONSTRUCTION 'C': ASPHALT SHINGLES ON UNDERLAYMENT BLDG. PAPER ON 13 PLYW'D SHEATHING ON W'D TRUSSES @ 600 O.C. TYPICAL LOWER FLOOR: 100 CONC. SLAB REINF. WITH W.M.M. ON 0.15 POLYETHYLENE DAMPROOFING LAYER ON 150 COMPACTED GRANULAR FILL NOTE: FOR STC RATING OF 55 PARITITONS B/W UNITS TO BE 92 MET. SUDS W/ 2 - 13 G.W.B. EACH SIDE W/ SOUND INSULATION BLANKET -3200 TOP OF LOWER LEVEL CONCRETE FLOOR SLAB -400 TOP OF CONCRETE TOPPING 2048 U/S OF TRUSS TYPICAL FOUNDATION WALL: DRAINAGE MAT ON 50 EXTRUDED POLYSTYRENE INSUL. ON DAMPROOFING COATING ON 300 REINF. FOUNDATION WALL HVAC UNIT (SEE MECH. DWGS.) 16 G.W.B. (TYP.) TYPICAL FOUNDATION WALL: 380 REINF. CONC. FOUNDATION WALL ON DAMPROOFING COATING ON 50 EXTRUDED POLYSTYRENE INSUL. TO 600 MIN. BELOW DRAINAGE MAT 140 CONC. BLOCK WALL (TYP.) SPACE FOR EXHAUST (SEE MECH. DWGS.) TYPICAL FOUNDATION WALL: DRAINAGE MAT ON 50 EXTRUDED POLYSTYRENE INSUL. ON DAMPROOFING COATING ON 300 REINF. FOUNDATION WALL TYPICAL LOWER FLOOR: 100 CONC. SLAB REINF. WITH W.M.M. ON 0.15 POLYETHYLENE DAMPROOFING LAYER ON 150 COMPACTED GRANULAR FILL HVAC UNIT (SEE MECH. DWGS.) TEXTURED FINISH CONTINUOUS CONC. BLOCK BOND BEAM 50 CONC. TOPPING ON 200 HOLLOW CORE CONC. SLAB 92 METAL STUDS W/ 16 G.W.B. ON BOTH SIDE (TYP.) LIGHT-WEIGHT ENGINEERED W'D MONO TRUSSES @ 600 O.C. O BE JOINED AT GRID LINE 'Dz' (GUSSET PLATES AS PER MANUFACTURER) 2.4 1 SLOPE CENTRE LINE OF 300 CONC. FOUNDATION WALL 400 MIN. 1100 EAVE PROTECTION (WATERPROOFING MEMBRANE) 400 MIN.1100 EAVE PROTECTION (WATERPROOFING MEMBRANE) TYP. 390 MASONRY CAVITY WALL: 90 FACE BRICK ON 34 AIR SPACE ON 76 RIGID INSULATION ON AIR/VAPOUR BARRIER ON 190 CONCRETE BLOCK T/O CONC. CURB 19 x 184 PINE BOARDS @ 214 O.C. ON 19 x 64 PINE BATTENS ON BLDG. PAPER ON 13 PLYW'D SHEATHING (TYP.) 1501667 100 200 200281 450 500 8001267381 1800 100 18910 9455 9455 900 -3350 TYP. 390 MASONRY CAVITY WALL: 90 FACE BRICK ON 34 AIR SPACE ON 76 RIGID INSULATION ON AIR/VAPOUR BARRIER ON 190 CONCRETE BLOCK VINY - CLAD WOOD WINDOW AND FRAME (SEE SPECIFICATIONS) CONC. FOUNDATION WALL AND FOOTING TOP OF CONCRETE CURB VINYL - CLAD WOOD SLIDING DOOR AND FRAME (SEE SPECIFICATION) CONTINUOUS CONC. BLK. BOND BEAM 1508001277523 20010 105 200 200 276 500 450 SLOPE DOWN 2% MIN. 100 28002448 6648 1400MIN. 20012008001410(M.O.)5902210(M.O.) 190 48 1600 200 600 (TYP.) FACE OF TRUSS FACE OF TRUSS -400 T/O CONC. TOPPING 2048 U/S OF TRUSS 2001050 3848 1400MIN.2448 1 A-3 X X-X X X-X 6 S 1 A-5 BUILDING CROSS-SECTION THROUGH MOTEL UNITSSCALE 1:75 B Bx C Dx E F G H HxCx 000 T/O CONC. TOPPING 3044 -3800 U/S OF TRUSS TOP OF LOWER LEVEL CONCRETE FLOOR SLAB STAFF LOUNGE M107 CORR. M117 ALCOVE M115 KITCHEN M116 GAMES ROOM M205 CORR. M204 SERVERY M206 GENERAL STORAGE M207 TYPICAL LOWER FLOOR: FLOOR FINISH ON 100 CONC. SLAB REINF. WITH W.M.M. ON 0.15 POLYETHYLENE DAMPROOFING LAYER ON 150 COMPACTED GRANULAR FILL 140 CONC. BLOCK WALL (TYP.) 16 IN-LAY ACOUSTIC TILE ON SUSPENDED T-BAR SYSTEM (TYP.) 16 G.W.B. (TYP.) 140 CONC. BLOCK WALL (TYP.) STRUCT. STEEL BEAM (SEE STRUCT. DWGS.) RSI 5.4 GLASS FIBRE BATT INSUL. AND CONTINUOUS 0.15 POLYETHYLENE AIR/VAPOUR BARRIER FLOOR FINISH ON 50 CONC. TOPPING ON 200 HOLLOW CORE CONC. SLAB 16 G.W.B. (TYP.) 190 CONC. BLOCK WALL (TYP.) CONC. BLK. LINTEL STRUCT. STEEL BEAM (SEE STRUCT. DWGS.) 140 CONC. BLOCK WALL (TYP.) TYPICAL FOUNDATION WALL: 380 REINF. CONC. FOUNDATION WALL ON DAMPROOFING COATING ON 50 EXTRUDED POLYSTYRENE INSUL. TO 600 MIN. BELOW PAVING DRAINAGE MAT CONC. FOUNDATION WALL AND FOOTING AT PIER BEYOND INTERLOCKING CONC. PAVERS ON 100 COMPACTED CRUSHED LIMESTONE SCREENING TYP. 390 MASONRY CAVITY WALL: 90 FACE BRICK ON 34 AIR SPACE ON 76 RIGID INSULATION ON AIR/VAPOUR BARRIER ON 190 CONCRETE BLOCK SLOPE DOWN 2% MIN. X X-X 150 x 300 CONC. CURB 300 Ø CONCRETE SONOTUBE FOUNDATION -3930T/O INTERLOCKING CONC. PAVERS AT GRID LINE 'Hx' PINEBOARD TRIM & CASING ON 140 x 140 PRESSURE TREATED POSTS @ 4800 O.C. MAX. TYP. DECK CONSTRUCTION: 38 x 140 P.T. W'D DECK @ 145 O.C. 38 x 140 P.T. W'D SLEEPERS @ 600 O.C. ON 13 x 120 x 120 P.T. W'D PADS @ 600 O.C. ON SYNTH. WATERPROOFING MEMBRANE ON 16 EXT. GR. T. & G. PLYW'D SUBFLOOR ON 38 x 235 JOISTS @ 400 O.C. MAX. ON 19 x 140 T. & G. PINE BOARDS 19 x 140 T.&G. PINE BOARDS LIGHT FIXTURE SECURED TO T/O 140 x 140 P.T. POST PINEBOARD TRIM & CASING ON 140 x 140 PRESSURE TREATED POSTS @ 1600 O.C. MAX. CONC. FOOTING AT LOAD-BEARING WALL BEYOND X X-X 9 S 40 Ø MET. TUBING GUARDRAIL AND PICKETS @ 140 O.C. MAX. 200 x 200 x 150 GLASS BLK. WINDOW (SEE SPECIFICATION) TYPICAL FOUNDATION WALL: 380 REINF. CONC. FOUNDATION WALL ON DAMPROOFING COATING ON 50 EXTRUDED POLYSTYRENE INSUL. ON DRAINAGE MAT SLOPE DOWN 2% MIN. INTERLOCKING CONC. PAVERS ON 100 COMPACTED CRUSHED LIMESTONE SCREENING TYP. 390 MASONRY CAVITY WALL: 90 FACE BRICK ON 34 AIR SPACE ON 76 RIGID INSULATION ON AIR/VAPOUR BARRIER ON 190 CONCRETE BLOCK 50 x 150 THERMALLY BROKEN ALUM. FRAME WITH INSULATING GLASS UNIT 2970530 300 3044 200280044 X X-X 1400MIN.35003002000810 190 44 50 38003044 38003044130 2 A-5 BUILDING CROSS-SECTION THROUGH MAIN BUILDINGSCALE 1:75 2.4 1 SLOPE 2.4 1 SLOPE TYPICAL ROOF CONSTRUCTION 'C': ASPHALT SHINGLES ON UNDERLAYMENT BLDG. PAPER ON 13 PLYW'D SHEATHING ON W'D TRUSSES @ 600 O.C. MAX. LIGHT-WEIGHT ENGINEERED WOOD MONO TRUSSES @ 600 O.C. TO BE JOINED AT GRID LINE 'E' (GUSSET PLATES AS PER MANUFACTURER) CONTINUOUS CONC. BLK. BOND BEAM (SEE STRUCT DWGS.) 16 G.W.B. ON 22 FURRING CHANNELS @ 400 O.C. ON 38 CARRYING CHANNELS @ 1200 O.C. MAX (TYP.) 19 x 184 PINE BOARDS @ 214 O.C. ON 19 x 64 PINE BATTENS ON BLDG. PAPER ON 13 PLYW'D SHEATHING ON 38 x 140 STUD FRAMING WITH INSULATION PREFINISHED METAL FLASHING PRECAST CONC. RAIN CAP WITH WASH (TYP.) 19 x 184 PINE BOARDS @ 214 O.C. ON 19 x 64 PINE BATTENS ON BLDG. PAPER ON 13 PLYW'D SHEATHING ON 38 x 140 STUD FRAMING WITH INSULATION 29750 3200 11350 4400 3600 3200 1000 150 2400 4000 1100400 MIN. EAVE PROTECTION (WATERPROOFING MEMBRANE) FACE OF TRUSS 6844
- 23. 111316 1415 12171819 EQEQEQ HVAC UNIT (TYP.) ALUM. SILL -400 2048 -3200 THERM. BROKEN ALUM. DOOR SCREEN FACE BRICK REINF. CONC. FDN. WALL ALUM. SILL 2 A7 SCALE 1: 100 NORTH ELEVATION OF MOTEL UNITS 12 5 20212223242526 2048 -400 -3200 T/O PLATE T/O UPPER FLOOR CONCRETE TOPPING T/O LOWER LEVEL CONCRETE SLAB THERM. BROKEN ALUM. DOOR SCREEN REINF. CONC. FDN. WALL FACE BRICK ALUM.WIN. FRAME FINISH GRADE ASPHALT SHINGLES GABLE ROOF LINE EAVE THROUGH W/ SPRAYED-ON W.P. MEMB. BEYOND PREFIN. METAL FLASHING BOARD & BATTEN SIDING BUILT-IN GUTTER REINF. CONC. FT. (SEE STRUCTURE DWG.) EQEQEQ STEPPED FT. 600 MAX. 600 19518321832195 2650 150 10002400 295 66 25 ALUM.WIN. FRAME 1508001267381 32528002067381 295 66 600 MAX. 17251400 361 361 14002067381 1250 150 8001267381 17251400 3252650 150 8001267 381 295 1502067381 66 295 361 361 T/O CONC. FDN. WALL T/O RAMP SLAB LINE EAVE THROUGH WITH SPRAYED-ON W.P. MEMB. BEYOND ROOF BEND LINE BOARD AND BATTEN SIDING BUILT IN GUTTER ASPHALT SHINGLES GABLE ROOF FINISH GRADE 30° BEND PIVOT LINE PREFIN. METAL FLASHING THERMALLY BROKEN ALUM. CURTAIN WALL FRAME W/ INSULATING GLASS UNIT STEPPED FTG. ASPHALT SHINGLES GABLE ROOF SEPARATION JOINT T/O CONC. FDN. WALL STEPPED FTG. BOARD AND BATTEN GABLE WALL METAL FLASHING MET. FLASHING BEYOND T/O CONC. FDN. WALL VYNIL WOOD WINDOW & DOOR FRAMES WITH INSUL. GLASS UNIT REINF. CONC. FDN. WALL 90 FACE BRICK 190 MASONRY PATIO WALL METAL FLASHING BEYOND TOP CRS. BRICK ROW LOCK REINF. CONC. FT. (SEE STRUCT. DWG.) ASPHALT SHINGLES GABLE ROOF 28002448 10503 36001330 11x 1 A5 122x2y35678910 H.M DOOR & FRAME 000 3044 -3800 ALUM. SILL NORTH ELEVATION OF MAIN BUILDING1 A7 SCALE 1: 100 STONE CHIMNEY 12 5 12 5 FINISH GRADE LINE EAVE THROUGH W/ SPRAYED-ON W.P. MEMB. BEYOND PREFIN. METAL FLASHING BOARD & BATTEN SIDING BUILT-IN GUTTER 600 295996 000 3044 996 -3800 BOARD AND BATTEN GABLE WALL METAL FLASHING METAL FLASHING BEYOND METAL FLASHING BEYOND INSUL. GLASS UNIT IN H.M WIN. FRAME ALUM. SILL FACE BRICK 66295 361 1508001400844 361 361 150 44 2800 325 361 800 295 2200 361 3650 200 2800 150 200 44 3650 150 44 195 195 996195 195 996 14003044 261 195 25 1951980195195 T/O CONC. FDN. WALL REINF. CONC. FT. (SEE STRUCT. DWG.) FACE BRICK THERM. BROKEN ALUM. FRAME DOOR SCREEN W/ INSUL. GLASS UNIT ALUM. SILL ALUM. SILL THERM. BROKEN ALUM. WINDOW FRAME WITH INSULATING GLASS UNIT REINF. CONC. FDN. WALL ASPHALT SHINGLES GABLE ROOF BOARD AND BATTEN GABLE WALL METAL FLASHING MET. FLASHING BEYOND METAL FLASHING THERM. BROKEN ALUM. FRAME W/ INSUL. GLASS UNIT CLERESTORY BOARD AND BATTEN GABLE WALL METAL FLASHING THERM. BROKEN ALUM. WINDOW FRAME WITH INSULATING GLASS UNIT FACE BRICK 390 x 890 MASONRY PIER CANOPY GABLE ROOF FACE BRICK SEPARATION JOINT T/O CONC. FDN. WALL T/O RAMP SLAB LINE EAVE THROUGH WITH SPRAYED-ON W.P. MEMB. BEYOND ROOF BEND LINE BOARD AND BATTEN SIDING BUILT IN GUTTER ASPHALT SHINGLES GABLE ROOF FINISH GRADE 30° BEND PIVOT LINE PREFIN. METAL FLASHING THERMALLY BROKEN ALUM. CURTAIN WALL FRAME W/ INSULATING GLASS UNIT STEPPED FTG. 3253650 150 600240044 38003044 11519 3600750 U/S TRUSSES OR T/O PLATE T/O UPPER FLOOR CONC. TOPPING T/O LOWER LEVEL CONC. SLAB 9x 2 A5 2 A3 1 A6 APPLIED TECHNOLOGY SCHOOL OF HUMBER COLLEGE DRAWING NO. : PROJECT NAME : SCALE : DATE : TECHNOLOGY DRAWN BY : DRAWING TITLE : PROJECT NAME : ARCHITECTURAL A71:100 APRIL 29, 2016 OF RESORT MOTEL RESORT MOTEL NORTH ELEVATION ARC.351-0NBHAZEL GUNDRAN
- 24. 4 10 3044 000 -3800 6002400800600240044 000 3044 -3800 -956 1 A6 SOUTH ELEVATION OF MAIN BUILDING1 A8 SCALE 1: 100 U/S TRUSSES OR T/O PLATE T/O UPPER FLOOR CONC. TOPPING U/S W'D TRUSSES T/O LOWER LEVEL CONC. SLAB 2001050 150 140016008002000800244 1250 150 60024008006002400 44 1951980 195 195 66 25 2956666 66 66 95 295 361 361 361 361 361 261 ASPHALT SHINGLES GABLE ROOF T/O CONC. FDN. WALL FACE BRICK T/O RAMP SLAB LINE EAVE THROUGH WITH SPRAYED-ON W.P. MEMB. BEYOND THERMALLY BROKEN ALUM. CURTAIN WALL FRAME W/ INSULATING GLASS UNIT ROOF BEND LINE THERMALLY BROKEN ALUM. CURTAIN WALL FRAME W/ INSULATING GLASS UNIT THERM. BROKEN ALUM. DOOR SCREEN T/O RAMP SLAB BOARD AND BATTEN SIDING BUILT IN GUTTER FACE BRICK 390 x 890 MASONRY PIER BOTTOM OF ALL FT. TO BE 1250 MIN. BELOW FIN. GRADE SPANDREL GLASS UNIT ASPHALT SHINGLES GABLE ROOF METAL FLASHING METAL FLASHING ALUM. SILL METAL FLASHING BEYOND FINISH GRADE 30° BEND PIVOT LINE 2 A5 12 PREFIN. METAL FLASHING SEPARATION JOINT STONE CHIMNEY 5 BOARD AND BATTEN GABLE WALL WOOD DECK BEYOND METAL FLASHING STONE CHIMNEY METAL FLASHING BEYOND THERMALLY BROKEN ALUM. FRAME W/ INSULATING GLASS UNIT SKYLIGHT ALUM. SILL THERM. BROKEN ALUM. DOOR SCREEN ASPHALT SHINGLES GABLE ROOF THERM. BROKEN ALUM. DOOR SCREEN METAL FLASHING BEYOND THERM. BROKEN ALUM. WINDOW FRAME WITH INSULATING GLASS UNIT ALUMINUM SILLT/O CONC. FDN. WALL METAL FLASHING BEYOND LOUVERS WINDOW HIGH LEVEL GLASS BLOCK WINDOW REINF. CONC. FDN. WALL REINF. CONC. FT. (SEE STRUCT. DWG.) FACE BRICK BOARD AND BATTEN SIDING BUILT IN GUTTER PREFIN. METAL FLASHING LINE EAVE THROUGH WITH SPRAYED-ON W.P. MEMB. BEYOND H.M. DOOR AND FRAME BOARD AND BATTEN SIDING BUILT IN GUTTER PREFIN. METAL FLASHING LINE EAVE THROUGH WITH SPRAYED-ON W.P. MEMB. BEYOND FACE BRICK FINISH GRADE 140057004744750 28449563044 12594 ASPHALT SHINGLES GABLE ROOF 610 900 14603500 2067777 1 2 3 5 6 7 8 9 9x 6 A4 11x 11 2048 -400 -3200 T/O PLATE T/O UPPER FLOOR CONCRETE TOPPING T/O LOWER LEVEL CONCRETE SLAB SOUTH ELEVATION OF MOTEL UNITS 1 A5 2 A8 SCALE 1: 100 600 2048 -400 -3200 140020677338001267 337 1100 1400 190 410 200 12677338001267381 140020677332067381 140020677338003811267 6629529566 29566 295 195 10151015195 25 195 361 361 361 361 ASPHALT SHINGLES GABLE ROOF LINE EAVE THROUGH W/ SPRAYED-ON W.P. MEMB. BEYOND ON PREFINISHED METAL FLASHING ON BOARDS & BATTER SIDING BUILT-IN GUTTER FINISHED GRADE 140028002448 11578 36001330 ALUMINUM WINDOW FRAME FACE BRICK THERMALLY BROKEN ALUM. DOOR SCREEN HVAC UNIT (TYP.) PRES. TREATED W'D GUARDS AND RAILS HVAC UNIT (TYP.) PRES. TREATED W'D GUARDS AND RAILS SEPARATION JOINT VYNIL WOOD WINDOW & DOOR FRAMES WITH INSUL. GLASS UNIT BOARD AND BATTEN GABLE WALL ALUMINUM SILL REINF. CONC. FDN. WALL ALUMINUM WINDOW FRAME VYNIL WOOD WINDOW & DOOR FRAMES WITH INSUL. GLASS UNIT 90 FACE BRICK 190 MASONRY PATIO WALL METAL FLASHING BEYOND THERM. BROKEN ALUM. DOOR SCREEN METAL FLASHING TOP CRS. BRICK ROW LOCK METAL FLASHING BEYOND 12 ASPHALT SHINGLES GABLE ROOF ASPHALT SHINGLES GABLE ROOF T/O CONC. FDN. WALL REINF. CONC. FT. (SEE STRUCT. DWG.) 5 STEP FT. FACE BRICK ALUMINUM SILL T/O RAMP SLAB LINE EAVE THROUGH WITH SPRAYED-ON W.P. MEMB. BEYOND THERMALLY BROKEN ALUM. CURTAIN WALL FRAME W/ INSULATING GLASS UNIT ROOF BEND LINE THERM. BROKEN ALUM. DOOR SCREEN T/O RAMP SLAB BOARD AND BATTEN SIDING BUILT IN GUTTER T/O CONC. FDN. WALL BOTTOM OF ALL FT. TO BE 1250 MIN. BELOW FIN. GRADE SPANDREL GLASS UNIT ASPHALT SHINGLES GABLE ROOF ALUM. SILL P.C. CONC. SLAB BALCONY BEYOND FINISH GRADE 30° BEND PIVOT LINE PREFIN. METAL FLASHING 13 1614 1512 17 18 19 20 21 22 23 24 25 26 1 A9 APPLIED TECHNOLOGY SCHOOL OF HUMBER COLLEGE DRAWING NO. : PROJECT NAME : SCALE : DATE : TECHNOLOGY DRAWN BY : DRAWING TITLE : PROJECT NAME : ARCHITECTURAL A81:100 APRIL 29, 2016 OF RESORT MOTEL RESORT MOTEL SOUTH ELEVATION ARC.351-0NBHAZEL GUNDRAN