15844 88 ave harvey bains

Page 1

35'-4" [10.77m] FRONT SETBACK

23'-7" [7.18m]

BUILDING - INTERIOR DESIGNERS

47'-6" [14.48m] BUILDING DEPTH

19' [5.80m]

25' [7.62m] REAR SETBACK

UDC DESIGN CENTER LTD

6' [1.82m]

20' [6.10m]

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:

Susan Olit

PROJECT: CIVIC ADDRESS: 15844 88 AVE SURREY, BC LEGAL DESCRIPTION:

Builder:

Harvinder Bains

SHEET TITLE:

SITE PLAN

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

1274

DATE:

JUNE 2017

FILE NO.

SCALE:

1/8"=1'-0"

V01

SHEET NO:

A1


A1

UP 2R @ 7"

0F

3060FX

3060FX

16080

X

21068

3060FX

5068

3030RS

3030RS

S CO

2668

Elevation 2

U632090

3068

3068

2668

2668

SMOKE ALARM & CARBON MONOXIDE (CO) ALARM

pantry

oven/microwave

2668

S

UP 3R @ 6"

A2

2668 2668

3040RS

2668

6068

2668

Elevation 5

3068

3568

UP 19R @ 7 3/4"

A2

2668

6040RS

2668

2468

E4

2668

2168

2668 3040RS

BUILDING - INTERIOR DESIGNERS

S CO

Elevation 4

UDC DESIGN CENTER LTD

6 21

2668

S

2668 4060RS

4060RS

4060RS

6080

S

6060RS

6060RS

80100

UP 3R @ 6"

6060RS 6060RS

A1

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:

Susan Olit

PROJECT: CIVIC ADDRESS: 15844 88 AVE SURREY, BC LEGAL DESCRIPTION:

Builder:

Harvinder Bains

SHEET TITLE:

MAIN PLAN

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

1274

DATE:

JUNE 2017

FILE NO.

SCALE:

1/4"=1'-0"

V01

SHEET NO:

A2


A1

6454RS

3050RS

6054RS

2030RS

2668

8068

2668

6040RS

S

2668

2668

2668

S

BUILDING - INTERIOR DESIGNERS

21068 S

3068

DN 19R @ 7 3/4" 2668

21068

2668 3050RS

21068

2668

S

2668

S

A2

3030RS

5068

A2 3068

UDC DESIGN CENTER LTD

DN 19R @ 7 3/4"

3030RS

5054RS 5054RS

A1

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:

Susan Olit

PROJECT: CIVIC ADDRESS: 15844 88 AVE SURREY, BC LEGAL DESCRIPTION:

Builder:

Harvinder Bains

SHEET TITLE:

TOP FLOOR PLAN

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

1274

DATE:

JUNE 2017

FILE NO.

SCALE:

1/4"=1'-0"

V01

SHEET NO:

A3


U/S CEILING LVL. 97.36

4'-1112" [1.51m]

MEAN ROOF LVL. 98.87

12 7

7 : 12

4'-1112" [1.51m]

ROOF RIDGE LVL. 100.38

10

7 : 12

1

4030FX

7 : 12

7 : 12

2

1'-6"

9' [2.74m]

5054RS

4030FX

3

3030RS

9 5054RS

4

10

2026FX

27'-2" [8.28m]

SECOND FLOOR LVL. 94.62

12

10

8

7

7 : 12

8

11'-23 8" [3.41m]

7 : 12

4060RS

4060RS

4060RS

80100 6080

6060RS

6060RS

6060RS

6060RS

6

7

8

MAIN FL. LVL. 91.21

ROOF RIDGE LVL. 100.38

SCALE:1/4"-1' LIST OF MATERIALS

MEAN ROOF LVL. 98.87

1.

TILE ROOFING

2.

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

3.

1 x 8 ON 2" X 10" FASCIA BOARD

4.

1" X 4" WOODEN TRIM

5.

STUCCO

6.

ALUMINUM FRAMED WINDOW AND PATIO DOOR

7.

WOODEN EXTERIOR DOOR

8.

STONE

U/S CEILING LVL. 97.36

12

8 : 12

4'-1112" [1.51m]

FRONT ELEVATION

4'-1112" [1.51m]

AVE. GRADE. LVL. 90.60

7

7 : 12 7 : 12

7 : 12

3030RS

9' [2.74m] SECOND FLOOR LVL. 94.62

3050RS

3050RS 15

15

HARDY PANEL

27'-2" [8.28m]

9. HARDY PANEL 10. SHINGLES

9

7 : 12

7 : 12

RIGHT ELEVATION 11'-23 8" [3.41m]

BUILDING - INTERIOR DESIGNERS

UDC DESIGN CENTER LTD

10

TOTAL AREA: 835 SQ. FT. [77.5 SQ.M] DISTANCE TO PROPERTY LINE: 19' - 0" (5.80 M) ~ 8.00 MAX. ALLOWABLE UNPROTECTED AREA @ 56% = 467.6 SQ. FT. PROPOSED UNPROTECTED AREA: 63 SQ. FT

6040RS 24

3080

3068

8

MAIN FL. LVL. 91.21

RIGHT ELEVATION

AVE. GRADE. LVL. 90.60

SCALE:1/4"-1'

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:

Susan Olit

PROJECT: CIVIC ADDRESS: 15844 88 AVE SURREY, BC LEGAL DESCRIPTION:

Builder:

Harvinder Bains

SHEET TITLE:

BASEMENT PLAN

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

1274

DATE:

JUNE 2017

FILE NO.

SCALE:

1/4"=1'-0"

V01

SHEET NO:

A4


7 : 12

7 : 12 7 : 12

7 : 12

6454RS

6054RS 6040RS 7 : 12 8068

12 7

1'-6"

11'-23 8" [3.41m]

HARDY PANEL

7 : 12

1'-11"

27'-2" [8.28m]

SECOND FLOOR LVL. 94.62

7 : 12

3030RS

3030RS

2160FX

3060FX

5068

16080

3060FX

3060FX

MAIN FL. LVL. 91.21 AVE. GRADE. LVL. 90.60

ROOF RIDGE LVL. 100.38

MEAN ROOF LVL. 98.87

7 7 : 12 8 : 12 7 : 12

7 : 12

7 : 12

7 : 12 7 : 12

9' [2.74m]

U/S CEILING LVL. 97.36

12

4'-1112" [1.51m]

SCALE:1/4"-1'

4'-1112" [1.51m]

REAR ELEVATION

2030RS 6

7 : 12

SECOND FLOOR LVL. 94.62

LEFT ELEVATION TOTAL AREA: 660 SQ. FT. [61 SQ.M] DISTANCE TO PROPERTY LINE: 6'-0" (1.8 M) ~ 2M MAX. ALLOWABLE UNPROTECTED AREA @ 8% = 52.80 SQ. FT. PROPOSED UNPROTECTED AREA: = 30 SQ. FT

SCALE:1/4"-1'

CLIENT:

Susan Olit

PROJECT: CIVIC ADDRESS: 15844 88 AVE SURREY, BC LEGAL DESCRIPTION:

7 : 12

HARDY PANEL

7 : 12

7 : 12

HARDY PANEL

LEFT ELEVATION

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

27'-2" [8.28m]

7 : 12

11'-23 8" [3.41m]

BUILDING - INTERIOR DESIGNERS

UDC DESIGN CENTER LTD

9' [2.74m]

U/S CEILING LVL. 97.36

4'-1112" [1.51m]

MEAN ROOF LVL. 98.87

12 7

4'-1112" [1.51m]

ROOF RIDGE LVL. 100.38

3040RS

3040RS 12

12

8

MAIN FL. LVL. 91.21 AVE. GRADE. LVL. 90.60

Builder:

Harvinder Bains

SHEET TITLE:

REAR AND LEFT ELEVATION

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

1274

DATE:

JUNE 2017

FILE NO.

SCALE:

1/4"=1'-0"

V01

SHEET NO:

A5


SPECIFICATIONS AND GENERAL NOTES: EXTERIOR BUILDING FINISH MATERIALS: 1. ROOF FINISH: ASPHALT SHINGLE 2. EXTERIOR WALL FINISH: FINISH STUCCO , NATURAL OR CULTURED STONE 3. EXTERIOR WINDOWS: ALUMINUM CLADDED WOOD FRAME OR VINYL FRAME

12 - DWELLING SECURITY AS PER # 9.6.8 13 - PROVIDE FLASHING BETWEEN HORIZONTAL INTERSECTION OF DIFFERING WALL FINISHES.

SECTION 06100 ROUGH CARPENTRY LUMBER GRADES: AS SHOWN ON THE DRAWINGS AND / OR ACCORDING TO NLGA STANDARD GRADING 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. 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 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. EXTERIOR DECK SHEATHING: PLYWOOD, SHEATHING GRADE, DOUGLAS FIR, T&G. USE SELECT TIGHT FACE PLYWOOD UNDER PVC DECK WATERPROOFING. EXTERIOR WALL SHEATHING: PLYWOOD, SHEATHING GRADE, DOUGLAS FIR OR SPRUCE. WOOD SIDING IF REQUIRED IN DESIGN: WESTERN RED CEDAR, KILN DRIED, SELECTED KNOTTY GRADE, BEVELED OR CHANNEL PATTERN, PRE-STAINED. 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 STAIN, NOT LESS THAN 2" (50MM) NOMINAL THICKNESS. SILL GASKET: CLOSED CELL POLYETHYLENE FOAM. GRAB BAR BLOCKING: 2" X 10" (38MM X 235MM). WOOD PRESERVATIVES: WOOD IN CONTACT WITH CONCRETE, MASONRY, AT ROOF UPSTANDS IN FLAT ROOFS, PLANTERS, HEAVY TIMBER CONSTRUCTION, FENCE POSTS AND CAVITY FURRING: PRESSURE TREATED MINIMUM 0.40 LB/FT2 TO CSA 080-M89, CLEAR, WATER BORNE, CHROMATE COPPER ARSENATE PRESERVERS BUREAU (CWPB) STAMPS. BOTTOM PLATE OF FRAME WALLS WITH SILL GASKETS DO NOT REQUIRE PRESSURE TREATING. USE HEM-FIR OR PINE INCISED LUMBER FOR TREATMENT. TREAT CUT SURFACES WITH TWO BRUSH OF COPPER NAPTHANATE PRESERVATIVE. EXECUTION: EXTERIOR WALL SILL PLATES: SET EXTERIOR WALL SILL PLATES ON FULL WIDTH STRIP OF FASCIA WINDOW TRIM, TRIM: INSTALL FASCIAS AND TRIMS IN LONGEST PRACTICAL LENGTHS, END JOINTS TO BE CUT IN 45 DEGREES AND LAPPED. FASTEN WITH HOT DIPPED GALVANIZED CASING NAILS AND COUNTERSINK. WOOD SIDING: INSTALL WALL CAVITY IF REQUIRED BY WALL DESIGN. USE LONGEST POSSIBLE LENGTHS TO MINIMIZE END JOINTS. INSTALL SIDING USING GALVANIZED SIDING OR CASING NAILS WITH RING OR SPRING SHANKS. DO NOT NAIL THROUGH OVERLAPPING PIECES. 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) GAP BETWEEN IT AND THE SIDING BELOW. USE SOLID TRIMS AT INSIDE AND OUTSIDE CORNERS. BUTT SIDING INTO TRIMS. USE SOLID WOOD TRIMS AT THE INSIDE AND OUTSIDE CORNERS. BUTT SIDING INTO TRIMS.

SECTION 07200 INSULATION: PRODUCTS: EXTRUDED POLYSTYRENE: STANDARD CGSB51-GP-20M,TYPE 4. R: 5 PER INCH, RICHNESS: AS REQUIRED TO MEET P VALUE, LOCATION: FOUNDATION INSULATION. EXPANDED POLYSTYRENE: STANDARD: CGB51-GP-20M, TYPE 2, R: 4 PER INCH. THICKNESS: AS REQUIRED TO MEET R VALUE. LOCATION: CAVITY WALLS. BATT INSULATION: STANDARD: CSA A101-M83, TYPE 1. R VALUE: 19 . LOCATION WITHIN WOOD STUD WALLS, AND R 38 WITHIN CEILING. 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. IN WALLS, INSTALL LOWER BATT FIRST; UPPER BUTT INSTALLED TO BUTT WITH THE FIRST AND ANY EXTRA LENGTH OF INSULATION TRIMMED AT TOP. FIT INSULATION TIGHT TO ELECTRICAL BOXES, PLUMBING AND HEATING PIPES AND DUCTS, AROUND EXTERIOR DOORS AND WINDOWS AND OTHER PROTRUSIONS. INSTALL INSULATION IN CONTINUOS CONTACT WITH INTERIOR SHEATING. ACCESS HATCHES: INSULATE ACCESS HATCHES TO THE SAME R VALUE AS THE ASSEMBLY IN WHICH THEY OCCUR.

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

MEAN ROOF LVL. 98.87

SECTION 07270 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.

U/S CEILING LVL. 97.36

SECOND FLOOR LVL. 94.62

SECTION 07300 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.

1 12

7 : 12

7

8 : 12 7 : 12

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.

4

21068

2668

MAIN FL. LVL. 91.21

6

DRAINAGE: DRAIN ROCK 4" AGR DR. TILE @ FTG.

SECTION A-1 SCALE:1/4"-1' SECTIONAL DETAILS AND SPECIFICATIONS: 1

ROOF:

2

INTERIOR PARTITIONS ( 1 hr FRR):

EXTERIOR WALLS (2 hr FRR): - STUCCO ON WIREMESH - METAL LATH - 19MM (3/4") AIR SPACE / @ 16" O.C. - 15# BREATHER TYPE BUILDING PAPER - 15 32" SHEATHING - 2 x 6 STUDS @ 16" O.C. - R-20 BATT INSULATION - 6 MIL. POLY. V.B. - 5/8" DRYWALL FIN.

FOUNDATION WALL - 8" PROVIDE 15M@ 16" o.c. EACH WAY C/W 1.5" CLEAR COVER FROM INSIDE FACE OF WALL F1 - 36" x 36" x 10" CONC. PAD FOOTING 3-15M EACH WAY AT 3" CLEAR COVER FROM BOTTOM

SHEET TITLE:

MAIN AND UPPER FLOOR (1 hr FRR): - FINISH FLOOR: TO OWNERS SPEC'S - P.T. 2x10 @16 o.c. JOISTS AS PER MANUFACTURERS SPECS - 11/2"th. CONCRETE TOPPING - R-40 SPRAT FOAM INSULATION - 5 8" TYPE "X" GYPSUM BOARD (FIN. AS PER OWNER)

EAVES: - BUILT-IN GUTTER - 2 x 12 FASCIA BOARD - METAL SOFFIT WITH 2" CONTINUOUS SCREENED VENT

WALL FOOTING SIZE - 22"x8": PROVIDE 2-15M LONGITUDINAL @3" CLEAR COVER FROM BOTTOM

Harvinder Bains

5

- ROOF FINISH: 210 # ASPHALT SHINGLES ROOF - STARTER STRIP - 716" OSB SHEATHING c/w. H. CLIPS - PREFAB. ENG. TRUSSES @ 24" O.C. with 9" Heel Height - R-50 BATT INSULATION - 6 MIL. POLY. V.B. - 5/8" DRYWALL FIN.

4

PROJECT: CIVIC ADDRESS: 15844 88 AVE SURREY, BC LEGAL DESCRIPTION:

2668

AVE. GRADE. LVL. 90.60

NOTE:

Susan Olit

2168

5

- 1/2" GYPSUM BOARD (BOTH SIDES) - 2 x 4 STUDS @ 16" O.C. - INSUALTED CAVITY

Builder:

7 : 12

7 : 12

3

CLIENT:

7 : 12

5

NOTES FOR ROOF SPACE VENTILATION 1. 2.

7 : 12

3068

27'-2" [8.28m]

11- PRIOR TO FRAMING AND INSPECTION SUBMIT MECHANICAL VENTILATION/AIR CONDITIONING AND LETTER OF SUPERVISION B PROF.ENG.OR CERTIFIED H.R.A.I OR HVC TECHNICIAN.

ROOF RIDGE LVL. 100.38

4'-1112" [1.51m]

CEILING AND WALLS TO HAVE 6 mil U.V.POLY FULLY CAULKED AS PER BCBC 9.25.2.3 5/8" DRYWALL REQUIRED TO CEILING MEMBERS AT 24" O.C. AS PER BCBC 9.29.5.3. PROVIDE 5" GRAVEL AS PER BCBC 9.14.4.2 AND 6 mil U.V.POLY AS PER BCBC 9.13.6 UNDER SLAB A BOND BREAKING MATERIAL IS REQUIRED BETWEEN FOUNDATION AND SLABS DOORS BETWEEN GARAGE AND DWELLING TO BE A SOLID CORE, SELF CLOSING, WEATHER STRIPPED DOOR AS PER BCBC 9.10.13.15. THICKEN SLAB AT GARAGE ENTRY AS PER STRUCTURAL DRAWINGS. HEATING SYSTEM IS RADIANT HEAT FOR ALL FLOORS

9- ENGINEERED ROOF TRUSS DESIGN REQUIRED PRIOR TO INSTALLATION. 10- PROVIDE 8" CLEARANCE BETWEEN GRADE AND SIDING.

BUILDING - INTERIOR DESIGNERS

UDC DESIGN CENTER LTD

78-

WATERPROOF WALLBOARD REQUIRED AS TILE BASE AROUND TUBS AND SHOWERS AS PER BCBC 9.29.10.4.

VAPOR BARRIER / VAPOR RETARDER 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.

4'-1112" [1.51m]

123456-

SECTION 07200

9' [2.74m]

GENERAL NOTES

DUROID ROOF BUILDING PAPER ON 12" PLYWOOD ENG.TRUSSES @24" O/C R-40 BATT INSULATION 6 MIL POLY V.B. (LAPPED JOINTS,SEAL ELECT. OUTLETS) (WARM SIDE) 5 8" GYPSUM BOARD BUFFLES 2" CLEAR FROM TOP

11'-23 8" [3.41m]

4. WINDOW TRIMS: HARDITRIM 5. SOFFITS: VENTED HARDISOFFIT

SECTION 1

6

FOUNDATION WALLS: - 2 x 6 SILL PLATE - 8" CONC. FOUNDATION WALL - 2 COATS OF ASHPALT EMULSION TO EXTERIOR FACE - 2 - 15M T & B, 10M @16" O.C E/W.1.F UP TO GRADE

INTERNAL INSULATED WALL - 2" AIR SPACE - 2 x 4 SPF # 2 STUDS @ 24" O.C. (U.N.O.) - R-14 BATT. INSULATION - 6 MIL. POLY. V.B. - C/W TUCK TAPE JOINTS - 1/2" DRYWALL

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

1274

DATE:

JUNE 2017

FILE NO.

SCALE:

1/4"=1'-0"

V01

SHEET NO:

A6


DUROID ROOF BUILDING PAPER ON 12" PLYWOOD ENG.TRUSSES @24" O/C R-40 BATT INSULATION 6 MIL POLY V.B. (LAPPED JOINTS,SEAL ELECT. OUTLETS) (WARM SIDE) 5 8" GYPSUM BOARD BUFFLES 2" CLEAR FROM TOP

4'-1112" [1.51m]

ROOF RIDGE LVL. 100.38

MEAN ROOF LVL. 98.87

1 12 7

4'-1112" [1.51m]

7 : 12

U/S CEILING LVL. 97.36

7 : 12 7 : 12

2 7 : 12

1'-6"

9' [2.74m]

4

4 21068

21068

27'-2" [8.28m]

8068

2668

2668

5

3

11'-23 8" [3.41m]

SECOND FLOOR LVL. 94.62

2160FX

3568

2668

5

MAIN FL. LVL. 91.21 AVE. GRADE. LVL. 90.60

6 DRAINAGE: DRAIN ROCK 4" AGR DR. TILE @ FTG.

SECTION A-2 SCALE:1/4"-1' F5(D): -SUBFLOOR OF 15.5mm PLYWOOD, OSB OR WAFERBOARD OR 17mm TONGUEAND GROOVE LUMBER -38mm(112")X 235mm(914") WOODFLOOR JOISTS -ABSORPTIVE MATERIAL IN CAVITY -METAL FURRING CHANNELS SPACED 600mm O.C. -15.9mm(58") TYPE X GYPSUM BOARD

SUPPORTED WALL (10M BAR) NET BACKFILL HT.

A

B

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"

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

5 8" ANCHOR BOLT @ 48" o.c. (MAX. OF 1 PLATE UNDER JOIST.)

TYPICAL FLOOR CONSTRUCTION

2" FROM GARAGE SLAB OR SIDEWALK 8" MIN. FROM FINISH GRADE GARAGE SLAB OR FINISHED GRADE

W1(C): -38mm(112")X 89mm(321") STUDS SPACED 400mm OR 600mm -WITH 89mm THICK ABSORPTIVE MATERIAL -15.9mm(5 8") TYPE X GYPSUM BOARD

5

8" TYPE "X" GYPSUM BOARD ON BOTH SIDES CONTINUOUS TO UNDERSIDE OF FLOOR SHEATHING (HATCHED AREA)

APPLY DAMPROOFING AS REQ. BY N.B.C. SECT.9-13

NET BACKFILL HEIGHT

MAX. COVER 2" HORIZONTAL STEEL = 'B' (LAP JOINTS 18" MINIMUM)

EAVES:

3

4

5

-METAL FURRING CHANNELS SPACED 600mm O.C. -15.9mm (58") TYPE X GYPSUM BOARD

8"

TYPE "X" GYPSUM BOARD AGAINST SEPARATION WALL

15M @ 15" o.c.

ON PLAN

8"

DETAIL AT 'A'

- 5 8" TYPE "X" GYPSUM BOARD (FIN. AS PER OWNER)

6

BASEMENT FLOOR: - FINISH FLOOR: TO OWNERS SPEC'S - 0'-6" CONC. SLAB - 10 GA 6 x 6 WIRE MESH - 6 MIL. POLY. V.B. - R-10 RIGID INSULATION - MIN. 12" COMPACTED GRANULAR FILL

INTERIOR PARTITIONS ( 1 hr FRR):

EXTERIOR WALLS (2 hr FRR): - STUCCO ON WIREMESH - METAL LATH - 19MM (3/4") AIR SPACE / @ 16" O.C. - 15# BREATHER TYPE BUILDING PAPER - 15 32" SHEATHING - 2 x 6 STUDS @ 16" O.C. - R-20 BATT INSULATION - 6 MIL. POLY. V.B. - 5/8" DRYWALL FIN.

F5(D): -SUBFLOOR OF 15.5mm PLYWOOD, OSB OR WAFERBOARD OR 17mm TONGUEAND GROOVE LUMBER -38mm(121")X 235mm(914") WOODFLOOR JOISTS -ABSORPTIVE MATERIAL IN CAVITY -METAL FURRING CHANNELS SPACED 600mm O.C. -15.9mm(58") TYPE X GYPSUM BOARD

MAIN AND UPPER FLOOR (1 hr FRR): - FINISH FLOOR: TO OWNERS SPEC'S - P.T. 2x10 @16 o.c. JOISTS AS PER MANUFACTURERS SPECS - 11/2"th. CONCRETE TOPPING - R-40 SPRAT FOAM INSULATION

- BUILT-IN GUTTER - 2 x 12 FASCIA BOARD - METAL SOFFIT WITH 2" CONTINUOUS SCREENED VENT

SUBFLOOR

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

4"Ø PERIMETER DRAIN TILE WITH DRAIN ROCKS

2

F.R.R WALL DETAIL

NOTCH OUT 12" TYPE "X" GYPSUM BOARD FOR FLOOR JOISTS

5

- ROOF FINISH: 210 # ASPHALT SHINGLES ROOF - STARTER STRIP - 716" OSB SHEATHING c/w. H. CLIPS - PREFAB. ENG. TRUSSES @ 24" O.C. with 9" Heel Height - R-50 BATT INSULATION - 6 MIL. POLY. V.B. - 5/8" DRYWALL FIN.

FLOOR JOIST

W1(C): -38mm(121")X 89mm(312") STUDS SPACED 400mm OR 600mm -WITH 89mm THICK ABSORPTIVE MATERIAL -15.9mm(5 8") TYPE X GYPSUM BOARD

ROOF:

- 1/2" GYPSUM BOARD (BOTH SIDES) - 2 x 4 STUDS @ 16" O.C. - INSUALTED CAVITY

VERTICAL STEEL = 'A' (ALTERNATE HOOKS)

24"

1

30 MIN. F.R.R. ASSEMBLY DETAIL

212" RIGID INSULATION (N.I.C.) TO BELOW FROSTLINE OR 2x4 FURRED WALL w/ R12 F.G. BATT INSUL. (N.I.C.) WHERE INDICATED

8" REINFORCED CONCRETE FOUNDATION WALL

A

EXTERIOR WALL CONSTRUCTION

AS NOTED

BUILDING - INTERIOR DESIGNERS

UDC DESIGN CENTER LTD

3

7

FOUNDATION WALLS: - 2 x 6 SILL PLATE - 8" CONC. FOUNDATION WALL - 2 COATS OF ASHPALT EMULSION TO EXTERIOR FACE - 2 - 15M T & B, 10M @16" O.C E/W.1.F UP TO GRADE

INTERNAL INSULATED WALL - 2" AIR SPACE - 2 x 4 SPF # 2 STUDS @ 24" O.C. (U.N.O.) - R-14 BATT. INSULATION - 6 MIL. POLY. V.B. - C/W TUCK TAPE JOINTS - 1/2" DRYWALL

F.R.R. CEILING DETAIL

2-15M CONT. AS NOTED ON PLAN

SUPPORTED WALL SECTION 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:

Susan Olit

PROJECT: CIVIC ADDRESS: 15844 88 AVE SURREY, BC LEGAL DESCRIPTION:

Builder:

Harvinder Bains

SHEET TITLE:

BASEMENT PLAN

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

1274

DATE:

JUNE 2017

FILE NO.

SCALE:

1/4"=1'-0"

V01

SHEET NO:

A7


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:

Susan Olit

PROJECT: CIVIC ADDRESS: 15844 88 AVE SURREY, BC LEGAL DESCRIPTION:

Builder:

Harvinder Bains

SHEET TITLE:

ENERGY DETAIL

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

1274

DATE:

JUNE 2017

FILE NO.

SCALE:

N.T.S.

V01

SHEET NO:

A8


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

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

STUD @ 16" O.C

2"

2

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

1 MIN 2"

BLDG. PAPER

4.06

23.03

EFFECTIVE RSI / R VALUE OF ENTIRE ASSEMBLY

3.99

22.61

0.68

4.11

23.29

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

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

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

2X10 FLOOR JOISTS

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

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

EFFECTIVE RSI / R VALUE OF ENTIRE ASSEMBLY

1 MIN.

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

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

EFFECTIVE RSI / R VALUE OF ENTIRE ASSEMBLY

12mm (1/2")

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

1X2 STRAPPING

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 )

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

THERMOPLASTIC WATER PROOFING MEMBRANES ARE OVERLAPPED AND HEAT FUSED

INTERIOR

( 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.)

1/2″ (12.7 MM) GYPSUM BOARD

MIN. 2% SLOPE TO DRAIN

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)

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

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

W-1

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.)

2" MIN.

FILTER CLOTH

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

REFER TO W-2/A-501 FOR FND WALL ASSEMBLY DETAIL

DRYWALL FINISH

912"

INSECT SCREEN

VENTED ALUMINUM SOFFIT PANELS

FLOOR OVER UNHEATED SPACE EFFECTIVE RSI 2.06

512"

CEMENT OR ACRYLIC STUCCO PARGING

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"

UDC DESIGN CENTER LTD

ROD AND SEALANT

4" FLANGE

25.4mm (1")

R 0.17 0.62 6.00 0.00 0.62 14.49 0.00 0.45 0.00 0.68

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

RSI 0.03 0.11 1.06 0.00 0.11 2.55 0.00 0.08 0.00 0.12

VALUES ADOPTED FROM CANADIAN WOOD COUNCIL

4" FLANGE 6

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

EXTERIOR

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

COMPLETE W/ 4" EXTRUDED POLYSTYRENE FOAM BOARD INSUL. R-5/in.

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:

Susan Olit

PROJECT: CIVIC ADDRESS: 15844 88 AVE SURREY, BC LEGAL DESCRIPTION:

Builder:

Harvinder Bains

SHEET TITLE:

GENERAL DETAIL

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

1274

DATE:

JUNE 2017

FILE NO.

SCALE:

N.T.S.

V01

SHEET NO:

A9


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