SINGLE FAMILY HOME
DESIGN BY : RUTTAL CHAUHAN
PROJECT DATE: FALL 2024
EXISTING TREE LIST
1.SPRUCE,COLORADO BLUE(PICEA PUNGENS)
DIA: 20 CM
2.SPRUCE,COLORADO BLUE(PICEA PUNGENS)
DIA: 8CM
3.CHERRY,AMUR(PRUNUS MAACHII)
DIA: 47 CM
4.SPRUCE,COLORADO BLUE(PICEA PUNGENS)
DIA: 8CM
5.CHERRY(PRUNUS )
DIA:20CM
6.SPRUCE,COLORADO BLUE(PICEA PUNGENS)
DIA: 24CM
7.CHERRY,AMUR(PRUNUS MAACHII)
DIA: 46 CM
8.MAYDAY(PRUNUS PADUS)
DIA: 4 CM
BASEMENT AREA: 1720 SQFT HEIGHT: 8 FEET
MAIN FLOOR AREA: 1770 SQFT HEIGHT: 10 FT
SECOND FLOOR AREA: 1947 SQFT HEIGHT: 10 FT
SITE AREA: 7725 SQFT
BUILDING COVERAGE: 6085 SQFT
GARAGE: 648 SQFT
EXISTING TREE LIST
1.SPRUCE,COLORADO BLUE(PICEA PUNGENS)
DIA: 20 CM
2.SPRUCE,COLORADO BLUE(PICEA PUNGENS) DIA: 8CM
3.CHERRY,AMUR(PRUNUS MAACHII) DIA: 47 CM
4.SPRUCE,COLORADO BLUE(PICEA PUNGENS) DIA: 8CM
5.CHERRY(PRUNUS ) DIA:20CM
6.SPRUCE,COLORADO BLUE(PICEA PUNGENS) DIA: 24CM
7.CHERRY,AMUR(PRUNUS MAACHII) DIA: 46 CM
8.MAYDAY(PRUNUS PADUS) DIA: 4 CM
AREA COUNT
BASEMENT AREA: 1720 SQFT HEIGHT: 8 FEET
MAIN FLOOR AREA: 1770 SQFT HEIGHT: 10 FT
SECOND FLOOR
AREA: 1947 SQFT HEIGHT: 10 FT
SITE AREA: 7725 SQFT
BUILDING COVERAGE: 6085 SQFT
GARAGE: 648 SQFT
GLAZING PERCENTAGE ALLOWED : 12% PROPOSED GLAZING PERCENTAGE:11.61%
EXTERIOR FINISHES
1.Asphalt Singhals
2.Wood Structure
3.Aluminium Facia
4.Ext-Finish-Stucco-2(Light Grey Stucco)
5.Concrete Slab
6.Metal Railing
7.Rectangular Mullion-Wooden Slats 1x4
8.Ext-Finish-Stucco-1(Black stucco)
WEST WALL EBF : 2009.63 SQFT
8 M LIMITING DISTANCE
2*39.19SQFT = 147.89 SQFT
4*42.43SQFT = 169.72SQFT
1*152.63SQFT = 152.63SQFT
1*124.67SQFT = 124.67SQFT
TOTAL = 593.70SQFT
GLAZING PERCENTAGE ALLOWED : 100% PROPOSED GLAZING PERCENTAGE:42%
EXTERIOR FINISHES
1.Asphalt Singhals
2.Wood Structure
3.Aluminium Facia
4.Ext-Finish-Stucco-2(Light Grey Stucco)
5.Concrete Slab
6.Metal Railing
7.Rectangular Mullion-Wooden Slats 1x4
8.Ext-Finish-Stucco-1(Black stucco)
NORTH WALL EBF : 1002.8 SQFT
8 M LIMITING DISTANCE
3*74.17SQFT = 198.19 SQFT
TOTAL = 198.19SQFT
GLAZING PERCENTAGE ALLOWED : 100%
PROPOSED GLAZING PERCENTAGE: 19%
EXTERIOR FINISHES
1.Asphalt Singhals
2.Wood Structure
3.Aluminium Facia
4.Ext-Finish-Stucco-2(Light Grey Stucco)
5.Concrete Slab
6.Metal Railing
7.Rectangular Mullion-Wooden Slats 1x4
8.Ext-Finish-Stucco-1(Black stucco)
EXTERIOR FINISHES
1.Asphalt Singhals
2.Wood Structure
3.Aluminium Facia
4.Ext-Finish-Stucco-2(Light Grey Stucco)
5.Concrete Slab
6.Metal Railing
7.Rectangular Mullion-Wooden Slats 1x4
8.Ext-Finish-Stucco-1(Black stucco)
2X6 STUD @24"O.C. BATT INSULATION
FLOOR WALL JOINT DETAIL
W1 - EXTERIOR WALL
FINISH AS PER OWNER'S SELECTION
3/8"LAMINA
2"(50.8MM)UNFACED EXPANDED POLYSTYRENE TYPE 2
3/8" TO LESS THAN 1/2" DRAINAGE SPACE
LIQUID APPLIED MEMBRANE -WATER RESISTIVE BARRIER
ASPHALT IMPREGNATED PAPER
3/8" PLYWOOD SHEATHING
2X6 FRAMING FILLED WITH R19 BATT@24"O.C. POLYETHYLENE
1/2" GYPSUM BOARD
FINISH:1 COAT LATEX PRIMER AND LATEX PAINT
FINISH AS PER OWNER'S SELECTION
W2 - EXTERIOR WALL
WOOD SIDING
MORE THAN 3/4"(20MM)AIR SPACE
ASPHALT IMPREGNATED PAPER
1"(25.4mm)EXTRUDE POLYSTYRENE TYPE 3/4
3/8"(9.5mm)POLYWOOD SHEATHING
2X6 FRAMING FILLED WITH R19 BATT @ 24"O.C. POLYETHYLENE
1/2"(12.7mm)GYPSUM BOARD
FINISH:1 COAT LATEX PRIMER AND LATEX PAINT
W3 - INTERIOR WALL
FINISH AS PER OWNER'S SELECTION
1/2"GYPSUM WALL BOARD
2X4 FRAMING FILLED WITH R19 BATT @ 16"O.C.
1/2"(12.7mm)GYPSUM BOARD
FINISH AS PER OWNER'S SELECTION
W4 - BASEMENT FROST WALL
8" CONCRETE FOUNDATION WALL
24"X8" CONTINUOUS KEYED CONCRETE FOOTING
1" AIR SPACE
2X6 FRAMING FILLED WITH R19 BATT @ 24"O.C.
6MIL CONTINUOUS AIR VAPOUR BARRIER
1/2"GYPSUM WALL BOARD
FINISH AS PER OWNER'S SELECTION
W5- COMMON WALL -HOUSE TO GARAGE
FINISH AS PER OWNER'S SELECTION
1/2" GYPSUM WALL BOARD
2X6 FRAMING FILLED WITH R19 BATT @ 24"O.C. 1/2"GYPSUM WALL BOARD
FINISH AS PER OWNER'S SELECTION
W6- EXTERIOR GARAGE WALL
FINISH AS PER OWNER'S SELECTION
3/8"LAMINA
2"(50.8MM)UNFACED EXPANDED POLYSTYRENE TYPE 2
3/8" TO LESS THAN 1/2" DRAINAGE SPACE
LIQUID APPLIED MEMBRANE -WATER RESISTIVE BARRIER
ASPHALT IMPREGNATED PAPER
3/8" PLYWOOD SHEATHING
2X6 FRAMING FILLED WITH R19 BATT@24"O.C.
POLYETHYLENE
1/2" GYPSUM BOARD
FINISH:1 COAT LATEX PRIMER AND LATEX PAINT
FINISH AS PER OWNER'S SELECTION
R1 - ROOF
ARCHITECTURAL ASPHALT SHINGLES
ICE & WATER SHIELD APPLIED AT BOTTOM EDGE OF ROOF EAVEA MINIMUM OF 48"WIDE TYPICAL.
MINIMUM SINGLE PLYWOOD 45LB ROOFING FELT TYPICAL
1/2"EXTERIOR GRADE PLYWOOD SHEATHING
ENGINEERED PARRALLEL CHORD ROOF TRUSS AS PER LAYOUT.
MINIMUM RSI_7(R40)FRICTION FIT FIBER BATT INSULATION
1/2"GYPSUM CEILING BOARD
INTERIOR FINISH AS PER OWNER'S SELECTION
F2 - GARAGE SLAB
FLOORING MATERIAL AS PER OWNER'S SELECTION
5"CONCRETE SLAB
6MIL AIR VAPOUR BARRIER
MIN.5"COMPACTED GRAVEL
F1 - FLOOR
FLOORING MATERIAL AS PER OWNER'S SELECTION
WEYERHAUSER EDGEGOLD 7/8" TOGUE & GROOVE OSB FLOOR
SHEATHING ,GLUED AND SCREWED
ENGINEERED FLOOR JOIST SYSTEM,JOIST DEPTH AND SPAVING AS PER THE ENGINEERED DESIGN DRAWINGS
PERIMETER RIM JOIST AT EXTERIOR BUILDING FACES TO HAVE MINIMUM
RSI_7.8(R44)CLOSED CELL
2X2 SPF@16"O.C. MAXIMUM FRAMING AS REQUIRED FOR CEILING DROPS
1/2"GYPSUM CEILING BOARD
INTERIOR CEILING FINISH AS PER OWNER'S SELECTION
GENERAL NOTES FOR PROJECT
1.BEFORE ANY WORK STARTS, IT IS THE CONTRACTOR'S JOB TO LET THE BUILDER KNOW ABOUT ANY ERRORS, OMISSIONS, OR DIFFERENCES, SUCH AS INCORRECT MEASUREMENTS.
2.THE NATIONAL BUILDING CODE 2029-ALBERTA EDITION AND ALL OTHER RELEVANT RULES AND LAWS MUST BE FOLLOWED IN ALL CONSTRUCTION.
3.THE WORKER NEEDS TO READ THE GEOTECHNICAL SOILS REPORT THAT WAS MADE BY THE GEOTECHNICAL ENGINEERING SPECIALISTS.
4.REFER TO THE STRUCTURAL DRAWING FOR CONCRETE SPECIFICATIONS, REINFORCEMENT, AND FOOTING SIZES.
FOUNDATION
5.REFER TO THE STRUCTURAL DRAWING FOR CONCRETE SPECIFICATIONS, REINFORCEMENT, AND FOOTING SIZES.
6. WOOD FRAME IN CONTACT WITH CONCRETE MUST BE TREATED OR SEPARATED FROM THE CONCRETE USING A POLYETHYLENE BARRIER OR GASKET. BASEMENT NOTES
7.REGULAR BASEMENT INCLUDES PROVISIONS FOR: PROPERLY INSULATED WALLS AND FLOOR TO PREVENT HEAT LOSS AND CONDENSATION.
FRAMING:
8.ENGINEERED BEAMS, I JOISTS, ROOF TRUSSES, AND METAL HANGER CONNECTIONS WILL BE DESIGNED, AND THE MANUFACTURER WILL SEND FLOOR AND ROOF CONFIGURATION SHOP DRAWINGS TO THE ARCHITECT AND ENGINEER FOR EVALUATION PRIOR TO CONSTRUCTION.
9.WOOD FRAME IN CONTACT WITH CONCRETE AND GROUND MUST BE TREATED OR SEPARATED FROM THE CONCRETE USING A POLYETHYLENE BARRIER OR GASKET.
10.PROVIDE AND INSTALL SOLID BLOCKING AND BACKING WITHIN THE WALLS FOR ALL WASHROOM ACCESSORIES, HANDRAILS, GUARDS, AND FIXTURES THAT REQUIRE ANCHORING.
11.ALL INTERIOR DOOR OPENINGS IN STUD FRAME WALLS MUST BE SPACED A MINIMUM OF 3" FROM THE NEIGHBORING WALL, UNLESS SPECIFIED DIFFERENTLY.
EXTERIOR FINISHES:
WALL CLADDING:
12.THE EXTERIOR FEATURES STUCCO AND WOOD CLADDING.
13.APPLY WEATHER-RESISTANT STUCCO WITH CORRECT FLASHING FEATURES.
14.WOOD SIDING IS PROPERLY TREATED TO RESIST CALGARY'S TEMPERATURE VARIATIONS AND UV EXPOSURE.
WINDOW:
15.REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR WINDOW SIZES, STYLES, OPERATIONAL INTENT, AND SPECIFICATIONS.IF THERE IS A DISCREPANCY IN THE BLUEPRINTS, TELL THE ARCHITECT IMMEDIATELY.
16. ALL BEDROOM WINDOWS SHOULD HAVE EGRESS HARDWARE.
17.ALL DOORS AND WINDOWS REFERENCED ON THE DRAWINGS ARE SHOWN NOMINAL SIZE, ALL ROUGH OPENING SIZE REQUIREMENTS ARE TO BE ACCORDING TO THE MANUFACTURER'S REGULATIONS.
DOOR
18.TO DETERMINE NOMINAL DOOR SIZES, TRANSSOM SIZES, AND RATING CRITERIA, SEE ARCHITECTURAL DRAWINGS.
19. DOORS BETWEEN GARAGE AND RESIDENTIAL UNIT MUST BE FITTED WITH SELF-CLOSING HINGES AND DOOR SWEEPS.
20.THE CLIENT WILL CONFIRM THE INTERNAL DOOR SLAB AND FRAME STRUCTURE AND HARDWARE.
21.THE ARCHITECT AND CLIENT WILL REVIEW AND ACCEPT THE SELECTIONS FOR EXTERIOR ENTRY DOORS, DOOR HARDWARE, AND GARAGE OVERHEAD DOORS.
22.REFER TO THE MECHANICAL AND ELECTRICAL DESIGNS FOR HVAC DISTRIBUTION AND DESIGN.
ELECTRICAL
23.SMOKE ALARMS AND CARBON MONOXIDE DETECTORS MUST BE PROVIDED IN ACCORDANCE WITH NBC2029, DIV B PART 9.10.18,9.10.19, AND 9.32.23.9.REFER TO ELECTRICAL PLANS FOR LOCATIONS.
24.PLACE ONE SMOKE ALARM IN EACH BEDROOM AND ON EACH FLOOR NEAR THE STAIRS THAT CONNECT THE FLOOR LEVELS. ALARMS WILL BE CONNECTED TO AN ELECTRICAL CIRCUIT AND INTERCONNECTED TO ACTIVATE ALL ALARMS WHEN ONE SOUNDS.
25.INSTALL ONE CARBON MONOXIDE PER FLOOR WITHIN 5M OF EACH BEDROOM WHERE APPLICABLE, OR CONNECT EACH BEDROOM ALARMS TO AN ELECTRICAL CIRCUIT AND INTERCONNECT THEM TO ACTIVATE ALL ALARMS IN ONE SOUND.
PLUMBING
26. REFER TO THE MECHANICAL DRAWING FOR PLUMBING DISTRIBUTION AND SPECIFICATIONS.
27.ALL PLUMBING FIXTURES AND BATHROOM ACCESSORY SELECTIONS MUST BE APPROVED BY THE CLIENT.
INTERIOR FINISHES
28. ALL INTERIOR MATERIALS MEET NBC FIRE RESISTANCE AND TOXICITY STANDARDS.
29. USE MOISTURE-RESISTANT MATERIALS IN LOCATIONS WITH HIGH HUMIDITY, SUCH AS BATHROOMS AND KITCHENS.
ADDITIONAL NOTES
30. Site grading and drainage to prevent water gathering near the foundation.
31. Landscaping helps prevent soil erosion and directs water away from the house.
32. Construction approaches prioritize environmental sustainability whenever possible.
33. The contractor is responsible for protecting and ensuring safety on the job site and surrounding properties.
34. The contractor and/or owner must keep loads on the structure within the design limits throughout and after construction.
Building Codes:
35. Design and construction comply to the National Building Code of Canada (NBC 2020) and Alberta Building Code (ABC 2020), ensuring safety, structural integrity, fire resistance, and energy efficiency.
36. All electrical, plumbing, and HVAC systems satisfy municipal regulations.
Window Schedule
Mark Height Width
W1 5'-6" 6'-0"
W1 5'-6" 6'-0"
W2 6'-6" 11'-0"
W9 6'-6" 11'-0"
W8 6'-6" 7'-0"
W7 6'-6" 12'-0"
W6 6'-6" 5'-6"
W4 5'-6" 7'-0"
W5 3'-0" 4'-0"
W9 6'-6" 11'-0"
W8 6'-6" 7'-0"
W7 6'-6" 12'-0"
W6 6'-6" 5'-6"
W9 6'-6" 11'-0"
W4 5'-6" 7'-0"
W4 5'-6" 7'-0"
W1 5'-6" 6'-0"
W1 5'-6" 6'-0"
W8 6'-6" 7'-0"
W5 3'-0" 4'-0"
W5 3'-0" 4'-0"
W1 5'-6" 6'-0"
Door Schedule
6'-8" 3'-0"
6'-8" 3'-0"
6'-8" 3'-0"
6'-8" 3'-0"
D3 6'-8" 3'-0" D2 6'-8" 2'-8" D2 6'-8" 2'-8"
D2 6'-8" 2'-8"
D2 6'-8" 2'-8"
D2 6'-8" 2'-8"
D3 6'-8" 3'-0"
D5 9'-0" 16'-0"
D3 6'-8" 3'-0"
D3 6'-8" 3'-0"
D1 7'-0" 3'-7 11/16"
D4 6'-8" 2'-6"