991 maple st lakhinder dhami

PROJECT DATA: CIVIC ADDRESS: 991 - MAPLE STREET WHITEROCK, BC NWD PLAN 1334

PID: 006-948-421 ZONING: RS-2 LOT AREA = 384.12 SQ.M. = 4134.58 SFT

FLOOR AREA RATIO (F.A.R): = 2480.93 S.F = 2399.69 S.F = 1356.02 S.F = 1043.67 S.F

16'-4" [4.99m] REAR SETBACK

35' [10.66m] FRONT SETBACK

74' [22.56m] BUILDING DEPTH

UP 8R @7 41"

P= E= 57.3 30 2 .2 9

ALLOWED LOT COVERAGE: 4134.59 @ 50% = 2067.30 S.F PROPOSED LOT COVERAGE: = 1838.37 S.F GARAGE PREMITTED AND PROPOSED AT = 350 S.F PREMITTED 9.84 FT (3.0M) PROPOSED 30' (9.13M) FRONT SETBACK PREMITTED 9.84 FT (3.0M) PROPOSED 15' - 3" (4.64M) REAR SETBACK FLANKING STREET SETBACK PREMITTED 7.87 FT (2.4M) PROPOSED 8' (2.44M) SIDE SETBACK PROPOSED 4' (1.22M) PREMITTED 3.94 FT(1.2M)

PROPOSED BUILDING 991 MAPLE STREET WHITEROCK 15% SLOPE

CLIENT:

UP 3R @7 34"

4' [1.22m]

MAX. ALLOWED HEIGHT: 25'-26" (7.7M) MAX. PROPOSED HEIGHT: 22'-5" (6.85M)

20'-0" [6.09]

BASEMENT GRADE ELEVATION: 28.73 AVERAGE NATURAL GRADE ELEVATION: 30.16M MAIN FLOOR GRADE ELEVATION: 31.49 UPPER FLOOR GRADE ELEVATION: 34.23 CEILING U/S ELEVATION: 37.02 PEAK ROOF ELEVATION: 37.17

HEIGHT:

UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM

8' [2.44m]

LOT COVERAGE:

P= E= 57.3 30 2 .5 4

ALLOWED F.A.R .: 60% X 4134.59 PORPOSED F.A.R .: MAIN FLOOR AREA UPPPER FLOOR AREA

BUILDING - INTERIOR DESIGNERS

UDC DESIGN CENTER LTD

LOT 19 BLOCK 9 SECTION 11 TOWNSHIP 1

SHEET TITLE:

LAKHINDER DHAMI PROJECT: CIVIC ADDRESS: 991 MAPLE STREET WHITEROCK, BC LEGAL DESCRIPTION: LOT 19 BLOCK 9 SECTION 11 TOWNSHIP 1

site plan

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

249

DATE:

JAN 2017

FILE NO.

SCALE:

1/8"=1'-0"

V01

SHEET NO:

A

1/6

SECTION 07200

BUILDING - INTERIOR DESIGNERS

INTERIOR FLOOR SHEATHING: PLYWOOD, SHEATHING GRADE, DOUGLAS FIR OR SPRUCE. USE TO PLYWOOD WHERE REQUIRED BY STRUCTURAL DESIGN. FLOOR UNDERLAY: THREE PLY, 11/32" (8.5MM) THICK, SPRUCE PLYWOOD WITH THE FINISH FACE EXTERIOR BUILDING FINISH MATERIALS: DOUBLE SANDED AND THE BACK FACE SLIGHTLY SANDED. THE CONTRACTOR MUST CONFIRM PRIOR TO INSTALLATION THE FLOORING UNDERLAY THAT IT IS ACCEPTABLE TO THE RESILIENT FLOORING MANUFACTURER. ROOF FINISH: ASPHALT SHINGLE EXTERIOR DECK SHEATHING: PLYWOOD, SHEATHING GRADE, DOUGLAS FIR, T&G. USE SELECT TIGHT FACE PLYWOOD 2. EXTERIOR WALL FINISH: FINISH STUCCO , NATURAL OR CULTURED STONE UNDER PVC DECK WATERPROOFING. EXTERIOR WINDOWS: ALUMINUM CLADDED WOOD FRAME OR VINYL FRAME EXTERIOR WALL SHEATHING: PLYWOOD, SHEATHING GRADE, DOUGLAS FIR OR SPRUCE. WOOD SIDING IF REQUIRED IN DESIGN: WESTERN RED CEDAR, KILN DRIED, SELECTED KNOTTY GRADE, WINDOW TRIMS: HARDITRIM BEVELED OR CHANNEL PATTERN, PRE-STAINED. SOFFITS: VENTED HARDISOFFIT FIBBER CEMENT EXTERIOR SIDING: NON COMBUSTIBLE FIBBER REINFORCED CEMENT HORIZONTAL SIDING. EXTERIOR FASCIAS AND TRIM: No.2, S-P-F, TEXTURED (COMBED) FINISH, PRE PRIMED FOR SOLID COLOR GENERAL NOTES STAIN, NOT LESS THAN 2" (50MM) NOMINAL THICKNESS. WATERPROOF WALLBOARD REQUIRED AS TILE BASE AROUND TUBS AND SHOWERS AS PER BCBC 9.29.10.4. SILL GASKET: CLOSED CELL POLYETHYLENE FOAM. GRAB BAR BLOCKING: 2" X 10" (38MM X 235MM).

CEILING AND WALLS TO HAVE 6 mil U.V.POLY FULLY CAULKED AS PER 2012 BCBC 9.25.2.3 WOOD PRESERVATIVES: WOOD IN CONTACT WITH CONCRETE, MASONRY, AT ROOF UPSTANDS IN FLAT ROOFS, 5/8" DRYWALL REQUIRED TO CEILING MEMBERS AT 24" O.C. AS PER 2012 BCBC 9.29.5.3.

PLANTERS, HEAVY TIMBER CONSTRUCTION, FENCE POSTS AND CAVITY FURRING: PRESSURE TREATED MINIMUM PROVIDE 5" GRAVEL AS PER BCBC 9.14.4.2 AND 6 mil U.V.POLY AS PER 2012 BCBC 9.13.6 UNDER SLAB 0.40 LB/FT2 TO CSA 080-M89, CLEAR, WATER BORNE, CHROMATE COPPER ARSENATE PRESERVERS BUREAU A BOND BREAKING MATERIAL IS REQUIRED BETWEEN FOUNDATION AND SLABS (CWPB) STAMPS. BOTTOM PLATE OF FRAME WALLS WITH SILL GASKETS DO NOT REQUIRE PRESSURE TREATING. DOORS BETWEEN GARAGE AND DWELLING TO BE A SOLID CORE, SELF CLOSING, USE HEM-FIR OR PINE INCISED LUMBER FOR TREATMENT. WEATHER STRIPPED DOOR AS PER 2012 BCBC 9.10.13.15.

TREAT CUT SURFACES WITH TWO BRUSH OF COPPER NAPTHANATE PRESERVATIVE. THICKEN SLAB AT GARAGE ENTRY AS PER STRUCTURAL DRAWINGS. EXECUTION: EXTERIOR WALL SILL PLATES: SET EXTERIOR WALL SILL PLATES ON FULL WIDTH STRIP OF HEATING SYSTEM IS RADIANT HEAT FOR ALL FLOORS FASCIA WINDOW TRIM, TRIM: INSTALL FASCIAS AND TRIMS IN LONGEST PRACTICAL LENGTHS, END JOINTS ENGINEERED ROOF TRUSS DESIGN REQUIRED PRIOR TO INSTALLATION. TO BE CUT IN 45 DEGREES AND LAPPED. PROVIDE 8" CLEARANCE BETWEEN GRADE AND SIDING. FASTEN WITH HOT DIPPED GALVANIZED CASING NAILS AND COUNTERSINK. 11- PRIOR TO FRAMING AND INSPECTION SUBMIT MECHANICAL VENTILATION/AIR WOOD SIDING: INSTALL WALL CAVITY IF REQUIRED BY WALL DESIGN. CONDITIONING AND LETTER OF SUPERVISION B PROF.ENG.OR CERTIFIED H.R.A.I OR HVC TECHNICIAN. USE LONGEST POSSIBLE LENGTHS TO MINIMIZE END JOINTS. INSTALL SIDING USING GALVANIZED SIDING OR CASING NAILS WITH RING OR SPRING SHANKS. DWELLING SECURITY AS PER BCBC 2012 # 9.6.8 DO NOT NAIL THROUGH OVERLAPPING PIECES. 13 - PROVIDE FLASHING BETWEEN HORIZONTAL INTERSECTION OF DIFFERING WALL FINISHES. NAILS MUST BE LONG ENOUGH THAT THE NAIL PENETRATES THE FRAMING AT LEAST 1 1/4" (31.7MM).

LAP BEVEL SIDING A MINIMUM OF 1" (25.4MM). SHIM BOTTOM EDGE OF SIDING TO PROVIDE A 1/8" (3MM) SECTION 06100 GAP BETWEEN IT AND THE SIDING BELOW. ROUGH CARPENTRY USE SOLID TRIMS AT INSIDE AND OUTSIDE CORNERS. BUTT SIDING INTO TRIMS. LUMBER GRADES: AS SHOWN ON THE DRAWINGS AND / OR ACCORDING TO NLGA STANDARD GRADING USE SOLID WOOD TRIMS AT THE INSIDE AND OUTSIDE CORNERS. BUTT SIDING INTO TRIMS. RULES FOR CANADIAN LUMBER, MAXIMUM MOISTURE CONTENT 19%.

ROOF SHEATHING: PLYWOOD, SHEATHING GRADE, DOUGLAS FIR, METAL "H" CLIPS TO SUPPORT EDGES: 1/2" (12.5MM) FOR 16" (400MM) O/C SUPPORT; 5/8" (15.9MM) FOR 24" (600MM) O/C SUPPORT.

EXECUTION: EXTEND BOARDS A MINIMUM OF 24" (600MM) BELOW GRADE. INSTALL PERIMETER INSULATION USING MECHANICAL FASTENERS OR ADHESIVE. BUTT JOINT TIGHTLY, OFFSET HORIZONTAL AND VERTICAL JOINTS. USE LARGEST POSSIBLE SHEETS TO REDUCE NUMBER OF JOINTS. DO NOT USE CHIPPED OR CRACKED INSULATION BOARDS. PROTECT INSULATION WITH PRESSURE TREATED PLYWOOD AND PRE FINISHED METAL CAP FLASHINGS. INSULATION IN CAVITY WALLS: APPLY INSULATION IN CAVITY WALLS USING IMPALE TYPE CLIPS. FASTEN BOARDS WITH A MINIMUM OF (4) FASTENERS PER 24" X 48" (600MM X 1200MM) BOARD. BATT INSULATION: INSTALL FULL WIDTH AND LENGTH BETWEEN STUDS AND FRAMING MEMBERS TO FIT SNUGLY WITHOUT BUCKLING, CREASING OR CRUSHING AS PER REQUIREMENTS OF BCBC 2012 SECTION 9.36.2.5.

IN WALLS, INSTALL LOWER BATT FIRST; UPPER BUTT INSTALLED TO BUTT WITH THE FIRST AND ANY EXTRA LENGTH OF INSULATION TRIMMED AT TOP AS PER REQUIREMENTS OF BCBC 2012 SECTION 9.36.2.5.

FIT INSULATION TIGHT TO ELECTRICAL BOXES, PLUMBING AND HEATING PIPES AND DUCTS, AROUND EXTERIOR DOORS AND WINDOWS AND OTHER PROTRUSIONS AS PER REQUIREMENTS OF BCBC 2012 SECTION 9.36.2.5.

INSTALL INSULATION IN CONTINUOUS CONTACT WITH INTERIOR SHEATING AS PER REQUIREMENTS OF BCBC 2012 SECTION 9.36.2.5.

ACCESS HATCHES: INSULATE ACCESS HATCHES TO THE SAME R VALUE AS THE ASSEMBLY IN WHICH THEY OCCUR.

SECTION 07200 VAPOR BARRIER / VAPOR RETARDER TO BE INSTALLED AS PER REQUIREMENTS OF BCBC 2012 SECTION 9.36.2.9 & 9.36.2.10.

PRODUCT: MATERIAL TO CONFORM TO CAN2-51.33-M80, TYPE II, 6 MIL IN WALLS. EXECUTION: APPLY VAPOR BARRIER TO WARM SIDE (INTERIOR SIDE) OF INSULATED WALLS. INSTALL VAPOR BARRIER TO PROTECT THE ENTIRE WALL SURFACE, INCLUDING FRAMING MEMBERS. APPLY VAPOR BARRIER HORIZONTALLY TO WALLS. LAP JOINTS MINIMUM OF 4" (100MM).

SEAL TO FRAMING WITH ADHESIVE OR PRESSURE SENSITIVE TYPE. SEAL VAPOR BARRIER RETARDER TO PENETRATIONS.

SECTION 07270

ASPHALT SHINGLE AND CEDAR SHINGLE/SHAKES IF APPLICABLE PRODUCTS: ASPHALT SHINGLES: ACCEPTABLE MATERIALS AS LISTED IN THE RCABC ROOFING PRACTICES MANUAL, TAB 2" ACCEPTABLE MATERIALS LIST", LATEST EDITION. SHINGLE MATERIALS MAY BE ORGANIC OR FIBERGLAS CORE PRODUCT. FASTENER: NAILS MUST BE LARGE HEAD, CORROSION RESISTANT, (ELECTRO-GALVANIZED, HOT DIPPED GALVANIZED, ALUMINUM), ROOFING NAILS. METAL FLASHING: BASE AND COUNTER FLASHING AND COPING METAL TO BE SHEET STEEL, MINIMUM 26 GAUGE, GALVANIZED TO ASTM A525,ZF275 COATING, PRE FINISHED WITH STELCOLOUR 5000 SERIES PAINT FINISH. STEP FINISHING MUST BE 26 GAUGE IN ACCORDANCE WITH RCABC REQUIREMENTS. ACCESSORIES: INSTALL ZINC. STRIPS TO ASPHALT SHINGLE AT ALL RIDGE LOCATIONS. INSTALL ZINC STRIP MUST BE 2" (50MM) EXPOSED TO THE WEATHER. EAVES PROTECTION: SELF ADHESIVE RUBBERIZED ASPHALT SHEET INSTALLED TO BUILDING CODE REQUIREMENTS. ACCEPTABLE MATERIALS AS LISTED IN RCABC ROOFING MANUAL TAB 2" ACCEPTABLE MATERIAL LIST", LATEST EDITION. UNDERLAY: 1 PLY OF No. 15 NON PERFORATED ASPHALT FELT TO CSA A123.3M1979.

EXECUTION: ASPHALT SHINGLE ROOFING MUST BE INSTALLED ACCORD. TO RCABC,STR-LS FOR LOW SLOPE ROOFS. INSTALL UNDERLAY ON ALL ROOF DECKS WHERE ASPHALT SHINGLES OF ANY TYPE ARE TO BE INSTALLED. UNDERLAY TO BE MINIMUM 1 PLY OF No. 15 NON PERFORATED FELT, LAPPED MINIMUM 3"(75MM) OR THE SPECIFIC SHINGLE MANUFATURER'S. RECOMMENDED UNDERLAY. THIS UNDERLAY IS ADDITIONAL TO ANY MATERIAL USED FOR EAVES PROTECTION AND SHOULD BE LAPPED OVER THE LEADING (TOP) EDGE OF THE EAVES PROTECTION. PROVIDE SLOPE TO DRAIN IN ALL GUTTER APPLICATIONS. WATERPROOF LINING FOR "HIDDEN" OR "INBOARD" OR PLY FULLY TORCHED TO FIRST PLY. "BUILT-IN" TYPE GUTTERS MUST BE FULLY ADHERED 2 PLY MODIFIED BITUMEN SHEETS AND MUST THE BASE SHEET INSTALLED UP THE SLOPE OF THE ROOF A MINIMUM OF 18" (450MM) HIGHER THAN TOP OF OUTBOARD SIDE ELEVATION OF THE GUTTER. THE CAP SHEET IS TO PROVIDE UV PROTECTION AND MUST BE INSTALLED IN ALL AREAS EXPOSED TO U.V. USE SELF ADHERING BASE SHEET WHENEVER POSSIBLE WITH SECOND UV PROTECTIVE ENSURE DRAINS DISCHARGE INTO DOWN SPOTS THAT ARE KEPT ABOVE FREEZING.

NOTES FOR ROOF SPACE VENTILATION

AIR BARRIER / SHEATHING MEMBRANE PRODUCT: TWO LAYERS OF 30 MINUTE ASPHALT SATURATED BUILDING PAPER CONFIRMING TO CAN-51.32M77 AND TO U.S. UUB-790a.

EXECUTION: AIR BARRIER MEMBRANES MUST BE APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS AT ALL THE LOCATION IN THE EXTERIOR OF THE BUILDING ENVELOPE WHERE AIR IS FREE TO INFILTRATE THROUGH JOINTS IN COMPONENTS OF THE ASSEMBLIES AND AT JUNCTIONS WITH DISSIMILAR MATERIALS, CHANGES IN PLANE AND AT THE ROOF INSTALL SHEATHING MEMBRANE OVER EXTERIOR SHEATING. INSTALL ONE (1) LAYER OF ASPHALT SATURATED BUILDING PAPER HORIZONTALLY IN SUCCESSIVE STRIPS BEGINNING 2" (50MM) BELOW THE LOWEST POINT OF THE WALL FRAMING AND PROGRESSING UPWARDS WITH EACH SUCCEEDING SHEET. OVERLAP UPPER SHEET OVER LOWER SHEET A MINIMUM OF 4" (100MM) SO THAT LAPS ARE ARRANGED TO SHED WATER. END LAPS MUST HAVE A MINIMUM 12" (300MM) OVERLAP. STAGGER VERTICAL LAPS A MINIMUM OF 48" (1200MM).

RETURN SHEET OVER FLASHINGS.

1.

2.

UNIFORMLY DISTRIBUTE VENTILATION TO FLAT AND VAULTED ROOFS TO 1/150 OF INSULATED CEILING AREA. PROVIDE 2x2 CROSS PURLINS TO FLAT, VAULTED CEILINGS AND DECKS OVER LIVING AREAS.

3.

4.

5.

6.

7.

PROVIDE MIN. 2-1/2" CLEARANCE BETWEEN ROOF SHEATHING AND INSULATION. PROVIDE MIN. 1" CLEARANCE BETWEEN TOP OF ROOF JOIST AND INSULATION. VENTILATE ATTIC SPACES TO 1/300 OF INSULATED CEILING AREA. ROOF VENTS MUST BE UNIFORMLY DISTRIBUTED WITH A MIN. OF 25% IN EAVES AND 25% IN ROOF TOP. PROVIDE ATTIC ACCESS OF 1'-8" X 2'-4" AND WEATHER-STRIP HATCH.

2012 BCBC SECTION 9.36 REQUIREMENTS 1.

SERVICE WATER HEATING SYSTEM SHALL COMPLY WITH 2012 BCBC 9.36.4 2 THE DESIGN AND INSTALLATION OF THE HEATING , VENTILATION & AIR CONDITIONING SYSTEM SHALL COMPLY WITH REQUIREMENTS OF 2012 BCBC SECTION 9.36.3.

3.

MECHANICAL , ELECTRICAL AND PLUMBING COMPONENTS PLACED WITHIN AN EXTERIOR WALL MUST BE INSULATED BEHIND TO THE EFFECTIVE THERMAL RESISTANCE SPECIFICATION SECTION 9.36.2.6. & 9.36.2.8.

4.

CONSTRUCTION OF AIR BARRIER DETAILS SHALL COMPLY WITH 2012 BCBC 9.36.2.10.

5.

THE LEAKAGE OF AIR INTO AND OUT OF CONDITIONED SPACES SHALL BE CONTROLLED BY CONSTRUCTING A CONTINUOUS AIR BARRIER SYSTEM AS SPECIFIED BCBC 9.36.2.9.

6.

WALLS AND CEILINGS SEPARATING CONDITIONED SPACE FROM ATTACHED GARAGE ARE TO COMPLY WITH EFFECTIVE THERMAL RESISTANCE MINIMUM AS SPECIFIED IN SECTION 9.36.2.6. & 9.36.2.8. (EVEN IF GARAGE IS HEATED AND INSULATED)

SECTION 07300 80'-0"

UP 8R @7 41"

3020RS

6868

7'-4"

6'-4"

7'-6"

4'-10"

6'-3"

3068

16080

2668

LINE OF ABOVE

SMOKE ALARM & CARBON MONOXIDE (CO) ALARM

4'-10"

5'-5"

2'-7"

4'-11"

4040RS

5'-2"

4'-10"

10'-6"

UP 3R @7 34"

4040RS

3068

Tub-Shower 2

5'-6"

12'-6"

Double Door Refrigerator 1

S CO

3068

5'-3"

8'-6"

10'-2"

S

3'-4"

STACKING LD

4040RS

21'-0"

2668 2568

5068

S

21068

1'-1"

2668

2'-4"

2668

21'-0"

4'-1"

2668

4'-1"

3'-8"

4'-10"

UP 14R @7 21"

3'-3" 3'-10"

2668

6'-9"

19'-9"

5068

1 XX

11'-7"

5'-10"

21'-1"

10'-6"

6'-8"

4'-10"

5'-3"

2'-2"

3068

12'-10"

1 XX

6'-5"

6030RS

UDC DESIGN CENTER LTD

SPECIFICATIONS AND GENERAL NOTES:

8'-11"

8'-0"

17'-3"

80'-0"

UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM

CLIENT:

SHEET TITLE:

LAKHINDER DHAMI PROJECT: CIVIC ADDRESS: 991 MAPLE STREET WHITEROCK, BC LEGAL DESCRIPTION: LOT 19 BLOCK 9 SECTION 11 TOWNSHIP 1

BASEMENT FLOOR PLAN

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

249

DATE:

JAN 2017

FILE NO.

SCALE:

1/4"=1'-0"

V01

SHEET NO:

A

2/6

74'-0" 1'-6"

3'-10"

2'-4"

2'-6"

5'-0"

19'-0"

5'-11"

2'-5"

11'-10"

2040RS

4'-8"

3070RS

6'-2"

3080

5080

DN

4580 5'-6"

5'-4"

1 XX

15'-2"

5080

3'-4"

S

2680

5080

15'-2"

2680

4'-7" 2'-9"

3070RS

2640RS

2670FX

2670FX

2'-3"

3040RS

5'-5"

9'-3"

5'-4"

2680 12070RS

5'-10"

3040RS

8'-9"

12'-8"

1'-8"

5'-10"

1'-8"

6'-8" 14'-9"

2'-5"

2'-5"

11'-9"

4'-0"

4'-4"

6'-2"

2'-2"

11'-10"

74'-0"

3080

1'-7"

3'-9"

2680

21'-0"

2680 2680

2680

5'-11"

4'-7" S

5'-3"

2626RS

2'-0"

3030RS

7'-4"

13'-2"

3'-0"

2'-4"

5'-8"

6'-4"

5080

5'-8"

5040RS

5'-6"

6'-2"

5040RS

3'-9"

2680

4880

5076RS

6060RS

S

6'-9"

S

4480

8080

2680

7'-3"

5'-5" 2680

9'-5"

8'-0"

6'-1"

UP

3080

3'-10" S

2680

7'-3"

11'-10"

3040RS

1 XX

5076RS

6'-0"

21'-8"

2680

3'-3"

3040RS

21'-0" [6.40]

5'-0"

7'-11"

5'-0"

1 XX

3'-0"

13'-2"

3040RS

3'-11"

3040RS

BUILDING - INTERIOR DESIGNERS

74'-0"

5040RS

UDC DESIGN CENTER LTD

1 XX

3040RS

3'-2"

2'-3"

3050RS

19'-8"

5050RS

5'-6"

6'-2"

2'-4"

6'-2"

6'-2"

5'-4"

2'-4"

11'-6"

8'-0"

82'-0"

UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM

CLIENT:

SHEET TITLE:

LAKHINDER DHAMI PROJECT: CIVIC ADDRESS: 991 MAPLE STREET WHITEROCK, BC LEGAL DESCRIPTION: LOT 19 BLOCK 9 SECTION 11 TOWNSHIP 1

MAIN AND UPPER FLOOR PLAN

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

249

DATE:

JAN 2017

FILE NO.

SCALE:

1/4"=1'-0"

V01

SHEET NO:

A

3/6

2'-13 4" [0.66m]

ROOF RIDGE LVL. 37.17

1 2

U/S CEILING LVL. 37.02

12

2

8'-113 4" [2.74m] 24'-75 8" [7.51m]

45°

9'-13 4" [2.79m]

1'-2" [0.36]

6

12380MU

3 5

MATERIAL SPECIFICATIONS

19'-814" [6.00m]

2668 6060RS

8

6

AVE. GRADE. LVL. 30.16

9'-03 4" [2.76m]

MAIN FL. LVL. 31.49

1.

BUILT-IN GUTTER - METAL SOFFIT WITH 2" CONTINUOUS SCREENED VENT

2.

1X4 ON 1X6 ON 2X6 LAYERED WOOD FASCIA BOARD

3.

1" X 4" WOODEN TRIM

4.

STUCCO

5.

ALUMINUM FRAMED WINDOW AND PATIO DOOR

6.

WOODEN EXTERIOR DOOR

7.

8.

STONE CEDAR SIDING

7 16070

BSMT. FL. LVL. 28.73

FRONT ELEVATION (EAST)

Natural Grade Mid Point E.EL.:29.71

ROOF RIDGE LVL. 37.17

2'-13 4" [0.66m]

scale: 14" = 1'-0"

U/S CEILING LVL. 37.02 2040RS

9'-13 4" [2.79m]

5050RS

3050RS

8'-113 4" [2.74m] 24'-75 8" [7.51m]

25

15

8

SECOND FLOOR LVL. 34.23

RIGHT ELEVATION TOTAL AREA: 1570.72 SQ. FT. [145.92 SQ.M] DISTANCE TO PROPERTY LINE: 8' [2.44M] ~ 4.0M MAX. ALLOWABLE UNPROTECTED AREA @ 12% = 188.49 SQ. FT. PROPOSED UNPROTECTED AREA:@ 6.30% = 149 SQ. FT

3040RS

5040RS

3040RS 20

12

3040RS 12

3040RS 12

12

MAIN FL. LVL. 31.49

AVE. GRADE. LVL. 30.16

9'-03 4" [2.76m]

BUILDING - INTERIOR DESIGNERS

UDC DESIGN CENTER LTD

SECOND FLOOR LVL. 34.23

3030RS 6040RS

9

24

6868MU

BSMT. FL. LVL. 28.73

RIGHT ELEVATION (NORTH) scale: 14" = 1'-0"

UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM

CLIENT:

SHEET TITLE:

LAKHINDER DHAMI PROJECT: CIVIC ADDRESS: 991 MAPLE STREET WHITEROCK, BC LEGAL DESCRIPTION: LOT 19 BLOCK 9 SECTION 11 TOWNSHIP 1

FRONT AND RIGHT ELEVATION

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

249

DATE:

JAN 2017

FILE NO.

SCALE:

1/4"=1'-0"

V01

SHEET NO:

A

4/6

2'-13 4" [0.66m]

ROOF RIDGE LVL. 37.17

9'-13 4" [2.79m]

U/S CEILING LVL. 37.02

3060FX

3060FX

8'-113 4" [2.74m] 24'-75 8" [7.51m]

5080

19068MU

9'-03 4" [2.76m]

MAIN FL. LVL. 31.49

AVE. GRADE. LVL. 30.16

BSMT. FL. LVL. 28.73

REAR ELEVATION

ROOF RIDGE LVL. 37.17

2'-13 4" [0.66m]

scale: 14" = 1'-0"

9'-13 4" [2.79m]

U/S CEILING LVL. 37.02

48

2660FX

TOTAL AREA: 1118.17 SQ. FT. [103.88 SQ.M] DISTANCE TO PROPERTY LINE: 4' [1.22M] ~ 2.00M MAX. ALLOWABLE UNPROTECTED AREA @ 8% = 90 SQ. FT. PROPOSED UNPROTECTED AREA: 8% = 90 SQ. FT

2626RS 6.25

10

2660FX

15

SECOND FLOOR LVL. TOTAL AREA: 596.25 SQ. FT. [55.39 SQ.M] 34.23 DISTANCE TO PROPERTY LINE: 8' [2.44M] ~ 4.0M MAX. ALLOWABLE UNPROTECTED AREA @ 18% = 107.33 SQ. FT. PROPOSED UNPROTECTED AREA: 16.77% = 100 SQ. FT

LEFT ELEVATION MAIN AND BASEMENT FLOOR

2640RS

12

8'-113 4" [2.74m] 24'-75 8" [7.51m]

LEFT ELEVATION TOP FLOOR

3040RS

12040RS

15

3030RS 9

5040RS

5040RS 20 20

MAIN FL. LVL. 31.49

AVE. GRADE. LVL. 30.16

9'-03 4" [2.76m]

BUILDING - INTERIOR DESIGNERS

UDC DESIGN CENTER LTD

SECOND FLOOR LVL. 34.23

5020RS

10

5026RS

12.5

5026RS

12.5

3068

BSMT. FL. LVL. 28.73

LEFT ELEVATION scale: 14" = 1'-0"

UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM

CLIENT:

SHEET TITLE:

LAKHINDER DHAMI PROJECT: CIVIC ADDRESS: 991 MAPLE STREET WHITEROCK, BC LEGAL DESCRIPTION: LOT 19 BLOCK 9 SECTION 11 TOWNSHIP 1

REAR AND LEFT ELEVATION

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

249

DATE:

JAN 2017

FILE NO.

SCALE:

1/4"=1'-0"

V01

SHEET NO:

A

5/6

CONSTRUCTION SPECIFICATIONS

4. INTERIOR PARTITIONS 2" GYPSUM BOARD TO BOTH SIDES

- 1/2" GYPSUM BOARD (BOTH SIDES) - 2X6 STUD @ 16" o.c. (U.N.O.) - 5/8" ANCHOR BOLTS @4'-0" O.C.MAX. - 6" CONC. CURB FOUNDATION

- 2X4 STUD @ 16" o.c.(U.N.O.)

-20"X8" CONC.FOOTING

5. EXTERIOR WALL

9. FOUNDATION WALLS:

- VIYNAL/HARDY

-

- 2 LAYERS 30 MIN. BUILDING PAPER 3

4" AIR GAP

-

- PRE-PAINTED METAL FLASHING 1

2" EXT. GRADE PLYWOOD SHEATHING

- 2X6 STUD @ 16" o.c.(U.N.O.)

-2X6 SILL PLATE - 5/8" ANCHOR BOLTS @4'-0" O.C MAX - 8" CONC. FOUNDATION - 2 COATS OF ASPHALT EMULSION TO EXTERIOR FACE - UP TO GRADE - 2" XPS INSULATION TO INTERIOR FACE - 6 MIL. POLY V.B. - 2X4 STUDS @16" O.C.(U.N.O)

- R20 F.G. BATT INSULATION

- 20"X8" CONC. STRIP FOOTING

- 6 MIL POLY VAPOR BARRIER 1 2" GYPSUM BOARD

- OR AS PER ENGINEER FND. DETAIL 10. DRAINAGE

LESS THAN 7'-6"

0"

0"

7'-6" TO 8'-0"

18"

20"

8'-1" TO 9'-0"

14"

20"

9'-1" TO 10'-0"

12"

20"

SIMPSON POST CAP OR EQUIVALENT (N.I.C) POST AS PER PLAN EXTERIOR WALL CONSTRUCTION

15# FELT SIMPSON POST CAP OR EQUIVALENT (N.I.C)

5 8" ANCHOR BOLT @ 48" o.c.

(MAX. OF 1 PLATE UNDER JOIST.)

NOTE: 1. REBAR TO BE 230 MPa MINIMUM. 2. CONCRETE TO BE 20 MPa MINIMUM. 3. BACKFILL NOT TO EXCEED 20 KN/ cubic METER

4" CONC. SLAB

TYPICAL FLOOR CONSTRUCTION

2" FROM GARAGE SLAB OR SIDEWALK 8" MIN. FROM FINISH GRADE GARAGE SLAB OR FINISHED GRADE 212" RIGID INSULATION (N.I.C.) TO BELOW FROSTLINE OR 2x4 FURRED WALL w/ R12 F.G. BATT INSUL. (N.I.C.) WHERE INDICATED

VERTICAL STEEL = 'A' (ALTERNATE HOOKS) MAX. COVER 2" HORIZONTAL STEEL = 'B' (LAP JOINTS 18" MINIMUM) APPLY DAMPROOFING AS REQ. BY N.B.C. SECT.9-13

2'-13 4" [0.66m]

CONCRETE FOOTING AS PER PLAN

INTERNAL WALL FOUNDATION MAIN FLOOR

4" CONC. SLAB ON 6 MIL. POLY. V.B. ON 6" COMPACTED GRANULAR FILL

8" REINFORCED CONCRETE FOUNDATION WALL

24"

2" RIGID INSULATION (N.I.C.)

AS PER PLAN

15M @ 15" o.c.

8"

4"Ø PERIMETER DRAIN TILE WITH DRAIN ROCKS

WINDOW OPENING

2" MIN.

2 - 15M (TYP.) EXTEND 12" BEYOND OPENING E/S.

2-15M CONT. AS NOTED ON PLAN

2 - 15M BARS FULL HEIGHT @ E/S. WINDOW JAMB

SUPPORTED WALL SECTION

CONCRETE WALL

- 4" DRAIN TILE WRAPPED IN FILTER CLOTH

ROOF RIDGE LVL. 37.17

6 MIL VAPOUR BARRIER 3" CLR.

B

FND. WALL OPENING DETAIL

- MIN. 6" DRAIN ROCK OVER

SCALE: NTS 1 2

WATERPROOF MEMBRANE OVERFLOW LINE OF HIDDEN GUTTER PRE-FINISHED METAL FLASHING TO TOP OF OVERFLOW LINE 1X4 ON 1X8 ON 2X8 LAYERED WOOD FASCIA BOARD 18" TOTAL WIDTH

12

U/S CEILING LVL. 37.02 9'-13 4" [2.79m]

4

TYP. ALL EAVES EXCEPT AT STONE 1"X4" FRIEZE BOARD TRIM

3040RS 12040RS 2660FX 2680

8'-113 4" [2.74m] 24'-75 8" [7.51m]

8

SECOND FLOOR LVL. 34.23

6

4

3040RS

2680

2680

TYP. DOUGLAS FIR NO. 1/NO. 2 5 8" T&G PLYWOOD NAILED AND GLUED TO 2x10 JOISTS @16" O.C., 2x2 BRIDGING @84" MAX. O.C.

2680

CONC. SLAB AS PER STRUC. R10 INSULATION MIN. 6 MIL. POLY V.B. COMPACTED SAND

MAIN FL. LVL. 31.49

TYP. DOUGLAS FIR NO. 1/NO. 2 5 8" T&G PLYWOOD NAILED AND GLUED TO 2x10 JOISTS @16" O.C., 2x2 BRIDGING @84" MAX. O.C.

9'-03 4" [2.76m]

AVE. GRADE. LVL. 30.16

6" MIN.

-

A

2" MIN.

8. INTERIOR BEARING WALLS

NET BACKFILL HT.

AS PER PLAN

-FINISH FLOOR TO OWNER'S SPECIFICATIONS

-6 MIL. POLY. V.B. -2" RIDGE INSULATION UNDER HEATED SLAB (R 13.2 MIN) -MIN 6" GRANULAR FILL

- 2X4 BACK NAILER

BUILDING - INTERIOR DESIGNERS

7. BASEMENT FLOOR:

-6X6 WIRE MESH

- 2X10 FASCIA BOARD

1

-2"X2" CROSS BRIDGING @7'-0" O/C MAX. (U.N.O)

-3 1/2" CONC. SLAB

- BUILT-IN- GUTTER

- METAL SOFFIT WITH 2" CONT. SCREENED VENTILANT

-2"X10" FLOOR JOISTS/11 7/8" TJI,S @16" O.C.(U.N.O)

FOOTINGS TO BE LOCATED AND SIZED AS PER SUBSECTION 9.1.5.3 FOUNDATION WALL THICKNESS AND HEIGHT TO COMPLY WITH TABLE 9.15.4.2.A DAMPPROOFING ON BELOW GRADE STRUCTURES REQUIRED AS PER ARTICLE 9.13.2.1 WATERPROOFING REQUIRED ON-GRADE SLABS & BELOW GRADE WALLS WHERE HYDROSTATIC PRESSURE MAY OCCUR AS PER SENTENCE 9.13.3.1.(1) 5) CONCRETE SLABS SHALL COMPLY WITH SUBSECTION 9.16.4.

6) ROOF ACCESS AND VENTING SHALL COMPLY WITH SECTION 9.19.

7) UNREINFORCED MASONRY & MASONRY VENEER TO BE BUILT AS SECTION 9.20.

8) FIREPLACES TO BE DESIGNED & INSTALLED AS PER SECTION 9.22.

9) WOOD-FRAME CONSTRUCTION SHALL COMPLY W/SUBSECTION 9.23.2.

10) WOOD-FRAME FASTENERS SHALL COMPLY WITH SUBSECTION 9.23.3.

11) NAILING FOR FRAMING AS SPECIFIED IN TABLE 9.23.3.4.

12) SPANS FOR BEAMS, JOISTS, & LINTELS SHALL COMPLY WITH SUBSECTION 9.23.4.

13) BUILDING FRAMES SHALL BE ANCHORED TO THE FOUNDATION AS SUBSECTION 9.23.6 14) SILL PLATES SHALL BE MIN. 38mm x 89mm WHERE THEY PROVIDE BEARING FOR THE FLOOR SYSTEM ( SEE SENTENCE 9.23.7.1.(1)) 15) BEAMS SUPPORTING FLOORS SHALL COMPLY WITH SUBSECTION 16) FLOOR JOISTS SHALL COMPLY WITH SUBSECTION 9.23.9.

17) WALL STUDS SHALL COMPLY WITH SUBSECTION 9.23.10.

18) WALL PLATES SHALL COMPLY WITH SUBSECTION 9.23.11.

19) FRAMING OVER OPENINGS SHALL COMPLY W/ SUBSECTION 9.23.12.

20) ROOF & CEILING FRAMING SHALL COMPLY WITH SUBSECTION 9.23.13.

21) SUBFLOORING SHALL COMPLY WITH SUBSECTION 9.23.14.

22) ROOF SHEATHING SHALL COMPLY WITH SUBSECTION 9.23.15.

23) WALL SHEATHING SHALL COMPLY WITH SUBSECTION 9.23.16.

24) INSULATION REQUIRED AS PER ARTICLE 9.25.2.1.

25) INSTALL INSULATION AS SPECIFIED IN ARTICLE 9.25.2.3.

26) LOOSE-FILL INSULATION SHALL BE USED ON HORIZONTAL SURFACE ONLY ( SEE SENTENCE 9.25.2.4.(1)) 27) AIR BARRIER REQUIRED AS PER ARTICLE 9.25.3.1.

28) CONTINUITY OF AIR BARRIER IS CRITICAL ASPER ARTICLE9.25.3.3.

29) VAPOUR BARRIER REQUIRED AS PER ARTICLE 9.25.4.1.& MATERIAL 9.25.4.2 30) CRAWLSPACES SHALL COMPLY WITH SECTION 9.16.4 31) WOOD ROOF SHINGLES SHALL COMPLY WITH SUBSECTION 9.26.9 32) ASPHALTS SHINGLES SHALL COMPLY WITH SUBSECTION 9.26.7 33) UNDERLAY BENEATH SHINGLES SHALL COMPLY WITH SUBSECTION 9.26.6 34) EAVE PROTECTION FOR SHINGLES SHALL COMPLY WITH SUBSECTION 9.26.5 35) ROOF FLASHINGS SHALL COMPLY WITH SUBSECTION 9.26.4 36) STAPLES FOR ROOFING SHALL COMPLY WITH ARTICLE 9.26.2.3 37) NAILS FOR ROOFING SHALL COMPLY WITH ARTICLE 9.26.2.2

8" MIN. CONC. LINTEL

-5/8" T& G PLYWOOD SHEATHING

1) 2) 3) 4)

BEAM AS PER PLAN

1'-0"

- ENGINEERED TRUSSES @ 24" o.c (SEE TRUSS LAYOUT) - R-40 F.G. BATT INSULATION - 6 MIL POLY VAPOR BARRIER 5 8" GUPSUM BOARD 2. ATTIC VENTILATION

-1.5" CONC. TOPPING W/RADIANT HEATING

SUPPORTED WALL (10M BAR)

NET BACKFILL HEIGHT

-OWNER'S SPECIFICATION FINISH FLOOR

ON PLAN

-ROOF FINISH, ASPHALT SHINGLES 1 2" PLYWOOD SHEATHING

AS NOTED

6. MAIN/ UPPER FLOOR

- 2" BAFFLE CLEARANCE WITH INSULATION STOPS 3. EAVES

UDC DESIGN CENTER LTD

MAIN FL. CONSTRUCTION

1. ROOF:

5068

2668

7 BSMT. FL. LVL. 28.73

UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM

DRAIN TILE 2-15M CONTINUOUS

CLIENT:

SHEET TITLE:

LAKHINDER DHAMI PROJECT: CIVIC ADDRESS: 991 MAPLE STREET WHITEROCK, BC LEGAL DESCRIPTION: LOT 19 BLOCK 9 SECTION 11 TOWNSHIP 1

section AND DETAILS

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

249

DATE:

JAN 2017

FILE NO.

SCALE:

1/4"=1'-0"

V01

SHEET NO:

A

6/6

BUILDING - INTERIOR DESIGNERS

UDC DESIGN CENTER LTD

∙

UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM

CLIENT:

SHEET TITLE:

LAKHINDER DHAMI PROJECT: CIVIC ADDRESS: 991 MAPLE STREET WHITEROCK, BC LEGAL DESCRIPTION: LOT 19 BLOCK 9 SECTION 11 TOWNSHIP 1

ENERGY DETAIL

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

249

DATE:

JAN 2017

FILE NO.

SCALE:

N.T.S.

V01

SHEET NO:

A

GRID

GRID

HEADER

EFFECTIVE RSI - 3.99 REFER TO W-1/ A-501 FOR EXTERNAL WALL ASSEMBLY DETAIL EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6

SEAL POLYETHYLENE (A.B. & V.B.) TO HOUSEWRAP (A.B.) 1/2"CONTROL JOINT FLOOR FINISH ON C/W CAULK AND ROD CONCRETE TOPPING

MIN. 3/8" GAP BETWEEN WINDOW & 1X2 STRAPPING

EFFECTIVE RSI - 4.06 REFER TO W-1/ A-501 FOR EXTERNAL WALL ASSEMBLY DETAIL EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6

4" ADHERED FLASHING MEMBRANE

INTERIOR

EXTERIOR

4" FLANGE 6

100 mm (4")

FLOOR FINISH ON CONCRETE TOPPING

SHEATHING PAPER BEHIND FLASHING AND INTO WINDOW OPENING INSECT SCREEN

MIN. 2% SLOPE TO DRAIN SEALANT JOINT AT VENT DUCT TO HOUSEWRAP (A.B.)

2"CONTINUOUS FLANGE AT PERIMETER OF HOOD

ROD AND SEALANT STUD @ 16" O.C

2"

2

SEALANT OR GASKET (A.B.) BATT INSULATION POLYETHYLEN (V.B.) STAPLED IN PLACED

1 MIN 2"

BLDG. PAPER 2X10 FLOOR JOISTS

4.06

23.03

SEAL POLYETHYLENE (V.B.) TO SHEATHING PAPER (A.B.)

3.99

22.61

0.68

4.11

23.29

ROOF ASSEMBLY COMPONENTS (W/ ASPHALT SHINGLES) 1 ROOFING SHINGLES 2 POLYTHENE V.B 5 ″ (15.88 MM) OSB SHEATHING 3 8 4 2 x 10 JOISTS W/ R50 BATT @ 24″ O.C. 5 POLYETHYLENE 6 1/2″ (12.7 MM) GYPSUM BOARD 7 INTERIOR AIR FILM

RSI 0.077 0.00 0.136 8.8 0.00 0.08 0.12

R 0.44 0.00 0.77 50.0 0.00 0.45 0.68

EFFECTIVE RSI / R VALUE OF ENTIRE ASSEMBLY

9.21

50.34

FLOOR ASSEMBLY OVER UNHEATED SPACE 1 EXTERIOR AIR FILM 2 FLOOR FINISHES (3 4" HARDWOOD) 3 POLYETHYLENE 4 512" CONC. SLAB 5 R-28 INSULATION 9 NATURAL GRADE

RSI 0.03 0.12 0.00 0.15 4.99 0.00

R 0.17 0.68 0.00 0.83 28.00 0.00

EFFECTIVE RSI / R VALUE OF ENTIRE ASSEMBLY

5.29

29.68

TRIPLE GLAZED WINDOWS & DOORS LOW E, DOUBLE GLAZED (6mm GAP), TEMPERED GLASS εn = 0.1, AIR FILLED WITH VINYL OR FIBRE GLASS FRAME

USI

U

1.4

0.246

SEPERATION AIR SPACE

VALUES ADOPTED FROM CANADIAN WOOD COUNCIL

PREFINISHED METAL FLASHING C/W END DAMS TO EXTEND 1" PAST END OF WINDOW FRAME

VENTED ALUMINUM SOFFIT PANELS EFFECTIVE RSI - 4.06 SEAL SHEATHING PAPER (A.B.) TO WINDOW FRAME REFER TO W-1/ A-501 FOR EXTERNAL WALL ASSEMBLY DETAIL EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6

VALUES ADOPTED FROM CANADIAN WOOD COUNCIL

1.5" SILL PLATE

BUILDING - INTERIOR DESIGNERS

EXTERIOR STUCCO CLADDING

- HEAVY- DUTY POLYVINYL CHLORIDE (PVC )

INTERIOR

AIR SPACE W/ 1x2 TREATED WOOD STRAPPING SCREWED THROUGH INSULATION

THERMOPLASTIC WATER PROOFING MEMBRANES ARE OVERLAPPED AND HEAT FUSED ( APPLICATION CODE :CGSB -37-GP-55M)

SEALANT OR GASKET POLYETHYLENE TO PLATE (A.B.)

FLASHING & COUNTER FLASHING

SEALANT OR GASKET (A.B.)

ASPHALT IMPREGNATED PAPER

INSECT SCREEN - NO DAMPERS

EFFECTIVE RSI VALUE = 6.06 ROOFING SHINGLES (M.B.) WATERPROOF ROOF MEMBRANE (M.B.) FOR EAVE PROTECTION 5/8" OSB ROOF SHEATHING W/ H CLIPS WOOD ROOF FRAMING R-50 BATT INSULATION POLYETHYLENE (A.B. & V.B.) GYPSUM BOARD

GRID

1/2″ (12.7 MM) PLYWOOD SHEATHING

2 X 2 BLOCKING AT BOTH ENDS OF VENT 11/2" CONT. VENT

POLYETHYLENE VAPOR BARRIER

ADHERE SUBFLOOR TO HEADER (A.B.) FLOOR FINISH ON CONCRETE TOPPING

EFFECTIVE USI VALUE - 1.4 OPERABLE VINYL OR FIBERGLASS FRAME LOW ENERGY, DBL. GLAZED TEMP. GLASS W/ SLOPED SILL WEATHER STRIPPING

EXTERNAL 1.5" RIGID MINERAL FIBRE INSUL. R-6 (RSI-1.06)

1/2″ (12.7 MM) GYPSUM BOARD

MIN. 2% SLOPE TO DRAIN

2×6 FRAMING FILLED WITH R22 BATT @ 16″ O.C. SLOPED SUB-SILL FRAMING

SEALANT OR GASKET (A.B.) REFER TO W-1 FOR EXTERNAL WALL ASSEMBLY DETAIL

INSULATION GUARD

POLYETHYLENE (V.B. AND A.B.) SEALANT OR GASKET (A.B.)

EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6

GASKET (A.B.)

BATT INSULATION POLYETHYLEN (V.B.) STAPLED IN PLACED

W-1

LAP POLYETHYLENE AND SEAL TO ADHERED MEMBRANE (A.B. AND V.B.)

SEALANT AND BACKER ROD JOINT AT WINDOW FRAME TO MEMBRANE (A.B. AND M.B.) SEALANT FILLET JOINT PREFINISHED METAL DRIP FLASHING

SEALANT BETWEEN POLYETHYLENE AND HOUSEWRAP (A.B.) FLOOR FINISH ON CONCRETE TOPPING

INTERMITTENT 1/8" P.T. SHIM BEHIND WINDOW FLANGE TO CREATE DRAINAGE PATH (ALTERNATELY DRILL HOLES OR SLOTS THROUGH WINDOW FLANGES TO TO ALLOW FOR DRAINAGE)

HOUSEWRAP AT HEADER (A.B.)

BATT INSULATION POLYETHYLEN (V.B.) STAPLED IN PLACED GYPSUM BOARD

BATT INSULATION POLYETHYLENE (V.B.) STAPLED IN PLACE

25mm (1")

ADHERED MEMBRANE FLASHING (M.B.) SILL GASKET (A.B.)

CEMENT OR ACRYLIC STUCCO PARGING

INSECT SCREEN CEMENT OR ACRYLIC STUCCO PARGING

SEE 'FLASHING-BEST PRACTICE GUIDE' FOR ADDITIONAL ROOF FLASHING DETAILS

DAMP PROOFING / VAP. BARRIER EFFECTIVE RSI - 4.06 REFER TO W-1/ A-501 FOR EXTERNAL WALL ASSEMBLY DETAIL EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6

8" CONC. FOUNDATION WALL

FINISHED GRADE

4" EXTRUDED POLYSTYRENE R-5/in.

1/2"

2" MIN.

FILTER CLOTH

VENTED ALUMINUM SOFFIT PANELS

FLOOR OVER UNHEATED SPACE EFFECTIVE RSI 2.06 8" MINIMUM

SHEATHING PAPER TO LAP OVER ADHERED MEMBRANE FLASHING

EFFECTIVE RSI - 3.99 REFER TO W-1/ A-501 FOR EXTERNAL WALL ASSEMBLY DETAIL EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6

EFFECTIVE RSI - 3.99 REFER TO W-1/ A-501 FOR EXTERNAL WALL ASSEMBLY DETAIL EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6

SEAL HOUSEWRAP (A.B.) TO FRAMING

CONTINUE EAVE PROTECTION 12" BEYOND INSIDE FACE OF WALL

ADHERED MEMBRANE FLASHING TO EXTEND 4" AND LAP OVER SHEATHING PAPER

INTERIOR

1" 2

REFER TO W-2/A-501 FOR FND WALL ASSEMBLY DETAIL COMPLETE W/ 4" EXTRUDED POLYSTYRENE FOAM BOARD INSUL. R-5/in.

DRYWALL FINISH

WOOD FRAMING (STUDS OR STRAPPING)

W-2 UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM

CLIENT:

SHEET TITLE:

LAKHINDER DHAMI PROJECT: CIVIC ADDRESS: 991 MAPLE STREET WHITEROCK, BC LEGAL DESCRIPTION: LOT 19 BLOCK 9 SECTION 11 TOWNSHIP 1

GENERAL DETAIL

RSI R 0.03 0.17 0.035 0.20 1.06 6.00 0.00 0.00 0.11 0.62 2.55 14.49 0.00 0.00 0.08 0.45 0.00 0.00 0.12 0.68 .12

1" 2

EFFECTIVE RSI / R VALUE OF ENTIRE ASSEMBLY

1 MIN.

ADHERED MEMBRANE FLASHING TO LAP 100mm (4") OVER SHEATHING PAPER BELOW

SEALANT OR GASKET JOINT AT POLYETHYLENE (A.B. & V.B.) TO PLATE (A.B.)

EFFECTIVE RSI / R VALUE OF ENTIRE ASSEMBLY

2a

2 SEALANT OR GASKET (A.B.)

EFFECTIVE RSI - 4.06 REFER TO W-1/ A-501 FOR EXTERNAL WALL ASSEMBLY DETAIL EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6

R 0.17 0.62 6.00 0.00 0.62 14.49 0.00 0.45 0.00 0.68

EFFECTIVE RSI / R VALUE OF ENTIRE ASSEMBLY

12mm (1/2")

SEAL POLYETHYLENE (A.B. & V.B.) TO HOUSEWRAP (A.B.)

1X2 STRAPPING

UDC DESIGN CENTER LTD

4" FLANGE

25.4mm (1")

RSI 0.03 0.11 1.06 0.00 0.11 2.55 0.00 0.08 0.00 0.12

WALL ASSEMBLY COMPONENTS (W/ STUCCO CLADDING) 1 EXTERIOR AIR FILM 3 " STUCCO FIN. 2 4 3 EXTERNAL 1.5" RIGID MINERAL FIBRE INSUL. R-6 4 ASPHALT IMPREGNATED PAPER2 5 1/2″ (12.7 MM) PLYWOOD SHEATHING 6 2×6 FRAMING FILLED WITH R22 BATT @ 16″ O.C. 7 POLYETHYLENE 8 1/2″ (12.7 MM) GYPSUM BOARD 9 FINISH: 1 COAT LATEX PRIMER AND LATEX PAINT 10 INTERIOR AIR FILM

SHEATHING PAPER TO LAP METAL FLASHING

ROD AND SEALANT 1

WALL ASSEMBLY COMPONENTS (W/ NINYL CLADDING) 1 EXTERIOR AIR FILM 2 VINYL SIDING (NO AIR SPACE) 3 EXTERNAL 1.5" RIGID MINERAL FIBRE INSUL. R-6 4 ASPHALT IMPREGNATED PAPER 5 1/2″ (12.7 MM) PLYWOOD SHEATHING 6 2×6 FRAMING FILLED WITH R22 BATT @ 16″ O.C. 7 POLYETHYLENE 8 1/2″ (12.7 MM) GYPSUM BOARD 9 FINISH: 1 COAT LATEX PRIMER AND LATEX PAINT 10 INTERIOR AIR FILM VALUES ADOPTED FROM CANADIAN WOOD COUNCIL

4"

EFFECTIVE RSI - 3.99 REFER TO W-1/ A-501 FOR EXTERNAL WALL ASSEMBLY DETAIL EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6

RSI / R VALUE CALCULATIONS FOR ASSEMBLIES

EFFECTIVE USI VALUE - 1.4 OPERABLE VINYL OR FIBERGLASS FRAME LOW ENERGY, DBL. GLAZED TEMP. GLASS W/ SLOPED SILL WEATHER STRIPPING

GRID

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

249

DATE:

JAN 2017

FILE NO.

SCALE:

N.T.S.

V01

SHEET NO:

B