8' [2.44m] LEFT SETBACK
9'-5" [2.87m]
P.EL. 69.32 E.EL. 69.02 20' [6.10m]
P.EL. 69.37 E.EL. 69.37
2% SL
STORM IC DRAIN INV. LVL. 67.43
P.EL. 69.13 E.EL. 68.83
P.EL. 69.13 E.EL. 69.02
22' [6.71m] FRONT SETBACK
PROJECT:
7034 - 141 A STREET SURREY, BC
SHEET TITLE:
SITE PLAN REVISIONS:
CLIENT:
CUBIX DESIGN
CIVIC ADDRESS: LEGAL DESCRIPTION:
38'-3" [11.65m] REAR SETBACK
73'-2" [22.29m] BUILDING DEPTH
PROPOSED RESIDENTIAL
4' [1.23m] RIGHT SETBACK
34'-8" [10.58m]
48' [14.63m] BUILDING WIDTH
E OP GARAGE FRONT P.EL. 69.21
PROPOSED SINGLE FAMILY DWELLING 7034 141 A ST SURREY ROOF RIDGE: 77.90 MEAN ROOF: 76.86 U/S CEILING: 75.82 SECOND FLOOR: 72.77 MAIN FLOOR: 69.36 EXISTING AVG. GRADE 69.06
DRAWN BY:
G.S.B.
CHECKED BY:
G.S.M.
DATE:
AUG. 2017
SCALE:
1/8" = 1'-0"
PAWAN GILL 7034 141 A ST, SURREY BC LOT 29 SECTION 16 TOWNSHIP 2 NWD PLAN 20893
PROJECT NO.
104
SHEET NO:
A 1/9
49'-7" 25'-5" 6'-0"
3'-4"
2090FX
FIREPLACE
4'-5"
2060FX
HUTCH
12'-7"
B24L
B24L
B24L
1'-6"
2668
2668 3068
BATH
4'-10"
12'-6"
3'-3"
3068
17'-4" x 13'-8"
3'-7" 2'-0"
2668
1'-10"
3'-3"
5'-10"
3060FX
B1833R
2668
1'-7"
2668
STAIRS 8'-0" x 12'-0"
4'-0"
3'-11"
3060FX
8'-2"
LAUNDRY 5'-6" x 6'-2"
FIRE RATED WALL 2668
3'-2"
2668
7060SC
2668
GYM
BEDROOM
14'-5" x 12'-6"
BATH
SB39
4030LS
1'-7"
22'-8" 24'-3"
7'-6"
4030LS
7'-4"
5'-10"
14'-10"
3068
6'-2" 12'-0"
5'-4" 5'-4"
DCB36R
4'-4"
5'-0" x 8'-0"
16'-0" x 12'-6" RB42
11'-8" x 12'-6"
FIRE RATED, SOLID CORE, WEATHER STRIPPED, SELF CLOSING DOOR
13'-6"
5'-11"
LIVING/KITCHEN
SB37
23'-6" x 19'-0"
B2422R
GARAGE
9'-4"
20'-0"
46'-7"
FAMILY
3'-8"
OFFICE
3060FX
5660TC
5'-6" x 8'-0"
10'-8" x 11'-1" 16080
33'-1"
6'-2"
8'-0"
UP
CLOSET
6'-2"
2668
1'-10"
7'-3"
5'-4" 3'-6"
3'-11"
SB33
1'-6"
2668
17'-4" x 19'-0"
3068
12'-4"
6080
7'-2"
B24R
28'-1"
B36
FOYER 12' HIGH CEILING
COV. PORCH 5'-0" x 7'-0"
KITCHEN
2668
16'-10"
6'-2"
B24R
B24L
4040DC
12'-3" x 6'-4"
B24L
B24L
ARCHITECTURAL ELEMENT 48'-1"
DCB36L
B35
SB42
2'-5"
RB44
B24L
B56
SPICE KITCHEN
B36
12' HIGH CEILING
B30
B24L
8'-5" x 11'-6"
B24R
B24R
16'-0" x 11'-6"
SB39
B24R
8090TC
DINING
DCB3136L
DCB36R
6'-4"
3040LS
LIVING 12' HIGH CEILING
17'-10"
2'-0"
7'-2"
6'-10"
1'-6"
1'-4"
1'-0"
5'-0"
1'-0"
1'-8" 1'-3"
24'-3"
4030LS
5'-0"
11'-8" 16'-8"
73'-2"
PROJECT:
7034 - 141 A STREET SURREY, BC
SHEET TITLE:
MAIN FLOOR
PROPOSED RESIDENTIAL
REVISIONS:
CLIENT:
CUBIX DESIGN
CIVIC ADDRESS: LEGAL DESCRIPTION:
DRAWN BY:
G.S.B.
CHECKED BY:
G.S.M.
DATE:
AUG. 2017
SCALE:
1/4"=1'-0"
PAWAN GILL 7034 141 A ST, SURREY BC LOT 29 SECTION 16 TOWNSHIP 2 NWD PLAN 20893
PROJECT NO.
104
SHEET NO:
A 2/9
49'-10" 17'-10"
14'-0" 9'-7"
4'-5"
4'-7"
18'-0" 13'-3"
12'-4"
2'-9"
2'-11"
3'-5"
3026RS
4050LS
10'-5"
BATH 8'-0" x 5'-0"
17'-8"
4050LS
5'-6"
8'-4"
5'-6"
11'-11"
4'-2"
7'-10"
11'-8" x 17'-0"
2668
3'-5" x 7'-5"
2668
6040TC
9'-0" x 7'-4"
MASTER BEDROOM
4'-5" x 5'-0"
2668
HRV/ CLOSET
DORMER
2668
B24R
CLOSET
10'-0"
18'-2"
2668
SB36
9026FX
46'-7"
17'-0" x 15'-2"
5'-8"
4050LS
OPEN BELOW
3'-2"
2'-9"
8'-2"
668
2
2668
1'-6"
8'-0" x 12'-0"
3068
2668
5'-6"
BATH 8'-2" x 5'-0" SB33
BEDROOM 12'-6" x 14'-0"
BEDROOM
COV. DECK
13'-0" x 15'-6"
CLOSET
3'-11" x 5'-7"
3'-10" x 5'-7"
2668
CLOSET
5'-9"
16'-6" x 13'-0" 2668
8'-2"
13'-1"
2668
10030TC
16'-4"
15'-10"
THEATRE
14'-8" x 11'-6"
9'-10"
12'-0"
OPEN BELOW
6060TC
46'-7"
6'-4"
4050LS
UP
2'-11"
3068
4050LS
6'-6" 13'-8"
4'-4"
4'-3"
6'-9" 13'-3"
14'-5"
2'-1"
51'-11"
PROJECT:
7034 - 141 A STREET SURREY, BC
SHEET TITLE:
TOP FLOOR
PROPOSED RESIDENTIAL
REVISIONS:
CLIENT:
CUBIX DESIGN
CIVIC ADDRESS: LEGAL DESCRIPTION:
DRAWN BY:
G.S.B.
CHECKED BY:
G.S.M.
DATE:
AUG. 2017
SCALE:
1/4"=1'-0"
PAWAN GILL 7034 141 A ST, SURREY BC LOT 29 SECTION 16 TOWNSHIP 2 NWD PLAN 20893
PROJECT NO.
104
SHEET NO:
A 3/9
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 4. WINDOW TRIMS: HARDITRIM 5. SOFFITS: VENTED HARDISOFFIT
GENERAL NOTES
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.
SECTION 07200
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. CEILING AND WALLS TO HAVE 6 mil U.V.POLY FULLY CAULKED AS PER BCBC 9.25.2.3 EXECUTION: APPLY VAPOR BARRIER TO WARM SIDE (INTERIOR SIDE) OF INSULATED WALLS. 5/8" DRYWALL REQUIRED TO CEILING MEMBERS AT 24" O.C. AS PER BCBC 9.29.5.3. INSTALL VAPOR BARRIER TO PROTECT THE ENTIRE WALL SURFACE, INCLUDING FRAMING MEMBERS. PROVIDE 5" GRAVEL AS PER BCBC 9.14.4.2 AND 6 mil U.V.POLY AS PER BCBC 9.13.6 UNDER SLAB APPLY VAPOR BARRIER HORIZONTALLY TO WALLS. LAP JOINTS MINIMUM OF 4" (100MM). SEAL TO FRAMING WITH ADHESIVE OR PRESSURE SENSITIVE TYPE. A BOND BREAKING MATERIAL IS REQUIRED BETWEEN FOUNDATION AND SLABS SEAL VAPOR BARRIER RETARDER TO PENETRATIONS. DOORS BETWEEN GARAGE AND DWELLING TO BE A SOLID CORE, SELF CLOSING, WEATHER STRIPPED DOOR AS PER BCBC 9.10.13.15. 7- THICKEN SLAB AT GARAGE ENTRY AS PER STRUCTURAL DRAWINGS. SECTION 07270 8- HEATING SYSTEM IS RADIANT HEAT FOR ALL FLOORS AIR BARRIER / SHEATHING MEMBRANE 9- ENGINEERED ROOF TRUSS DESIGN REQUIRED PRIOR TO INSTALLATION. PRODUCT: TWO LAYERS OF 30 MINUTE ASPHALT SATURATED BUILDING PAPER CONFIRMING 10- PROVIDE 8" CLEARANCE BETWEEN GRADE AND SIDING. TO CAN-51.32M77 AND TO U.S. UUB-790a. 11- PRIOR TO FRAMING AND INSPECTION SUBMIT MECHANICAL VENTILATION/AIR EXECUTION: AIR BARRIER MEMBRANES MUST BE APPLIED IN STRICT ACCORDANCE WITH THE CONDITIONING AND LETTER OF SUPERVISION B PROF.ENG.OR CERTIFIED H.R.A.I OR HVC TECHNICIAN. 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 12 - DWELLING SECURITY AS PER # 9.6.8 THE ASSEMBLIES AND AT JUNCTIONS WITH DISSIMILAR MATERIALS, CHANGES IN PLANE AND AT THE ROOF 13 - PROVIDE FLASHING BETWEEN HORIZONTAL INTERSECTION OF DIFFERING WALL FINISHES. INSTALL SHEATHING MEMBRANE OVER EXTERIOR SHEATING. INSTALL ONE (1) LAYER OF ASPHALT SATURATED BUILDING PAPER HORIZONTALLY IN SUCCESSIVE SECTION 06100 STRIPS BEGINNING 2" (50MM) BELOW THE LOWEST POINT OF THE WALL FRAMING AND PROGRESSING ROUGH CARPENTRY UPWARDS WITH EACH SUCCEEDING SHEET. OVERLAP UPPER SHEET OVER LOWER SHEET A MINIMUM OF 4" (100MM) SO THAT LAPS ARE LUMBER GRADES: AS SHOWN ON THE DRAWINGS AND / OR ACCORDING TO NLGA STANDARD GRADING ARRANGED TO SHED WATER. RULES FOR CANADIAN LUMBER, MAXIMUM MOISTURE CONTENT 19%. END LAPS MUST HAVE A MINIMUM 12" (300MM) OVERLAP. STAGGER VERTICAL LAPS A MINIMUM ROOF SHEATHING: PLYWOOD, SHEATHING GRADE, DOUGLAS FIR, METAL "H" CLIPS TO SUPPORT EDGES: OF 48" (1200MM). 1/2" (12.5MM) FOR 16" (400MM) O/C SUPPORT; 5/8" (15.9MM) FOR 24" (600MM) O/C SUPPORT. RETURN SHEET OVER FLASHINGS. 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 SECTION 07300 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. ASPHALT SHINGLE AND CEDAR SHINGLE/SHAKES IF APPLICABLE EXTERIOR DECK SHEATHING: PLYWOOD, SHEATHING GRADE, DOUGLAS FIR, T&G. USE SELECT TIGHT FACE PLYWOODPRODUCTS: ASPHALT SHINGLES: ACCEPTABLE MATERIALS AS LISTED IN THE RCABC ROOFING PRACTICES MANUAL, TAB 2" ACCEPTABLE MATERIALS LIST", LATEST EDITION. SHINGLE MATERIALS MAY BE ORGANIC UNDER PVC DECK WATERPROOFING. OR FIBERGLAS CORE PRODUCT. EXTERIOR WALL SHEATHING: PLYWOOD, SHEATHING GRADE, DOUGLAS FIR OR SPRUCE. WOOD SIDING IF REQUIRED IN DESIGN: WESTERN RED CEDAR, KILN DRIED, SELECTED KNOTTY GRADE, FASTENER: NAILS MUST BE LARGE HEAD, CORROSION RESISTANT, (ELECTRO-GALVANIZED, HOT DIPPED GALVANIZED, BEVELED OR CHANNEL PATTERN, PRE-STAINED. ALUMINUM), ROOFING NAILS. FIBBER CEMENT EXTERIOR SIDING: NON COMBUSTIBLE FIBBER REINFORCED CEMENT HORIZONTAL SIDING. METAL FLASHING: BASE AND COUNTER FLASHING AND COPING METAL TO BE SHEET STEEL, MINIMUM 26 GAUGE, EXTERIOR FASCIAS AND TRIM: No.2, S-P-F, TEXTURED (COMBED) FINISH, PRE PRIMED FOR SOLID COLOR GALVANIZED TO ASTM A525,ZF275 COATING, PRE FINISHED WITH STELCOLOUR 5000 SERIES PAINT FINISH. STAIN, NOT LESS THAN 2" (50MM) NOMINAL THICKNESS. STEP FINISHING MUST BE 26 GAUGE IN ACCORDANCE WITH RCABC REQUIREMENTS. SILL GASKET: CLOSED CELL POLYETHYLENE FOAM. ACCESSORIES: INSTALL ZINC. STRIPS TO ASPHALT SHINGLE AT ALL RIDGE LOCATIONS. INSTALL ZINC STRIP MUST GRAB BAR BLOCKING: 2" X 10" (38MM X 235MM). BE 2" (50MM) EXPOSED TO THE WEATHER. WOOD PRESERVATIVES: WOOD IN CONTACT WITH CONCRETE, MASONRY, AT ROOF UPSTANDS IN FLAT ROOFS, EAVES PROTECTION: SELF ADHESIVE RUBBERIZED ASPHALT SHEET INSTALLED TO BUILDING CODE REQUIREMENTS. PLANTERS, HEAVY TIMBER CONSTRUCTION, FENCE POSTS AND CAVITY FURRING: PRESSURE TREATED MINIMUM ACCEPTABLE MATERIALS AS LISTED IN RCABC ROOFING MANUAL TAB 2" ACCEPTABLE MATERIAL LIST", LATEST EDITION. 0.40 LB/FT2 TO CSA 080-M89, CLEAR, WATER BORNE, CHROMATE COPPER ARSENATE PRESERVERS BUREAU UNDERLAY: 1 PLY OF No. 15 NON PERFORATED ASPHALT FELT TO CSA A123.3M1979. (CWPB) STAMPS. BOTTOM PLATE OF FRAME WALLS WITH SILL GASKETS DO NOT REQUIRE PRESSURE TREATING. 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. USE HEM-FIR OR PINE INCISED LUMBER FOR TREATMENT. UNDERLAY TO BE MINIMUM 1 PLY OF No. 15 NON PERFORATED FELT, LAPPED MINIMUM 3"(75MM) OR THE TREAT CUT SURFACES WITH TWO BRUSH OF COPPER NAPTHANATE PRESERVATIVE. SPECIFIC SHINGLE MANUFATURER'S. EXECUTION: EXTERIOR WALL SILL PLATES: SET EXTERIOR WALL SILL PLATES ON FULL WIDTH STRIP OF 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. FASCIA WINDOW TRIM, TRIM: INSTALL FASCIAS AND TRIMS IN LONGEST PRACTICAL LENGTHS, END JOINTS PROVIDE SLOPE TO DRAIN IN ALL GUTTER APPLICATIONS. WATERPROOF LINING FOR "HIDDEN" OR "INBOARD" OR TO BE CUT IN 45 DEGREES AND LAPPED. PLY FULLY TORCHED TO FIRST PLY. FASTEN WITH HOT DIPPED GALVANIZED CASING NAILS AND COUNTERSINK. "BUILT-IN" TYPE GUTTERS MUST BE FULLY ADHERED 2 PLY MODIFIED BITUMEN SHEETS AND MUST THE BASE SHEET WOOD SIDING: INSTALL WALL CAVITY IF REQUIRED BY WALL DESIGN. INSTALLED UP THE SLOPE OF THE ROOF A MINIMUM OF 18" (450MM) HIGHER THAN TOP OF OUTBOARD SIDE USE LONGEST POSSIBLE LENGTHS TO MINIMIZE END JOINTS. ELEVATION OF THE GUTTER. THE CAP SHEET IS TO PROVIDE UV PROTECTION AND MUST BE INSTALLED IN ALL INSTALL SIDING USING GALVANIZED SIDING OR CASING NAILS WITH RING OR SPRING SHANKS. AREAS EXPOSED TO U.V. USE SELF ADHERING BASE SHEET WHENEVER POSSIBLE WITH SECOND UV PROTECTIVE DO NOT NAIL THROUGH OVERLAPPING PIECES. ENSURE DRAINS DISCHARGE INTO DOWN SPOTS THAT ARE KEPT ABOVE FREEZING. 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. NOTES FOR ROOF SPACE VENTILATION 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. 1. UNIFORMLY DISTRIBUTE VENTILATION TO FLAT AND VAULTED ROOFS TO 1/150 OF INSULATED CEILING AREA. 2. PROVIDE 2x2 CROSS PURLINS TO FLAT, VAULTED CEILINGS AND DECKS OVER LIVING AREAS. SECTION 07200 123456-
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.
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.
NOTE: WALL FOOTING SIZE - 22"x8": PROVIDE 2-15M LONGITUDINAL @3" CLEAR COVER FROM BOTTOM 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
PROJECT:
MAIN FLOOR ROOF LINE
TOP FLOOR ROOF LINE
LEGEND: 2668 2'-6" WIDTH x 6'-8" HEIGHT CS
WIN. - CASEMENT
2668
ALL DOORS ARE HOLLOW CORE DOORS, OTHERWISE NOTED RS / LS WIN. - SLIDE TO RIGHT/LEFT FX
WIN. - FIXED
SG
SAFETY GLASS - WINDOW
HC
HOLLOW CORE - DOOR
SCW
SOLID CORE W/ WEATHER SEAL - DOOR
WB
WASH BASIN
WC
WATER CLOSET
F
OVERHEAD EXHAUST FAN
3068scw
S
CO
ST
SOLID CORE DOOR, W/WEATHER STRIPPING INTERCONNECTED HARDWIRED SMOKE DETECTORS WITH A BATTERY BACKUP SMOKE ALARM & CARBON MONOXIDE (CO) ALARM SOLAR TUBES FOR DAYLIGHT ILLUMINATION AS PER THE MANU. SPECS.
NOTE: ALL LINTELS < 6'-0" LENGTH, SHALL BE 2 - 2x10 SPF # 2 W/ NO SPLICING PERMITTED B/W SUPPORTS ALL LINTELS > 6'-0" LENGTH, SHALL BE 3 - 2x10 SPF # 2 W/ NO SPLICING PERMITTED B/W SUPPORTS
7034 - 141 A STREET SURREY, BC
SHEET TITLE:
DETAILS, 80/20, ROOF PLAN
PROPOSED RESIDENTIAL
REVISIONS:
CLIENT:
CUBIX DESIGN
CIVIC ADDRESS: LEGAL DESCRIPTION:
DRAWN BY:
G.S.B.
CHECKED BY:
G.S.M.
DATE:
AUG. 2017
SCALE:
1/4"=1'-0"
PAWAN GILL 7034 141 A ST, SURREY BC LOT 29 SECTION 16 TOWNSHIP 2 NWD PLAN 20893
PROJECT NO.
104
SHEET NO:
A 4/9
3'-47 8" [1.04m] 3'-47 8" [1.04m]
ROOF RIDGE LVL. 77.90
MEAN ROOF LVL. 76.86 U/S CEILING LVL. 75.82
MATERIAL SPECIFICATIONS 1
2
3 4
SECOND FLOOR LVL. 72.77
10' [3.05m]
25'-7" [7.81m]
8 7
5
1.
ASPHALT SHINGLE 40 YRS - IKO CAMBRIDGE, DUAL BLACK
2.
OUTSIDE GUTTER - METAL SOFFIT WITH 2" CONTINUOUS SCREENED VENT
3.
1 x 4 OVER 1 x 6 ON 2" X 10" FASCIA BOARD
4.
1" X 4" WOODEN TRIM AND 4" MOULDING ALL AROUND
5.
ALUMINUM FRAMED WINDOW AND PATIO DOOR
6.
WOODEN EXTERIOR DOOR
7. 8.
STONE STUCCO
7
7 7
14'-0"
11'-23 8" [3.41m]
7
6
P.EL. 69.13 E.EL. 68.83
AVE. GRADE. LVL. 69.06
1' [0.30m]
MAIN FL. LVL. 69.36
P.EL. 69.32 E.EL. 69.02
FRONT ELEVATION SCALE 14" = 1'-0"
SECOND FLOOR LVL. 72.77
TOTAL AREA: 1184 SQ. FT. ( 110 SQ.M.) DISTANCE TO PROPERTY LINE: 4' (1.22 M) MAX. ALLOWABLE UNPROTECTED AREA @ 28.0% = 82.88 SQ. FT. PROPOSED UNPROTECTED AREA: 3% = 56 SQ. FT
RIGHT ELEVATION SCALE 14"
= 1'-0"
4050LS 20 8
4030LS
MAIN FL. LVL. 69.36 AVE. GRADE. LVL. 69.06
4030LS 12
1' [0.30m]
RIGHT ELEVATION
25'-7" [7.81m]
U/S CEILING LVL. 75.82
11'-23 8" [3.41m]
MEAN ROOF LVL. 76.86
10' [3.05m]
3'-47 8" [1.04m] 3'-47 8" [1.04m]
ROOF RIDGE LVL. 77.90
12
P.EL. 69.13 E.EL. 69.02
P.EL. 69.13 E.EL. 68.83 PROJECT:
7034 - 141 A STREET SURREY, BC PROPOSED RESIDENTIAL
SHEET TITLE:
FRONT AND RIGHT ELEVATION REVISIONS:
CLIENT:
CUBIX DESIGN
4030LS 12
CIVIC ADDRESS: LEGAL DESCRIPTION:
DRAWN BY:
G.S.B.
CHECKED BY:
G.S.M.
DATE:
AUG. 2017
SCALE:
1/4"=1'-0"
PAWAN GILL 7034 141 A ST, SURREY BC LOT 29 SECTION 16 TOWNSHIP 2 NWD PLAN 20893
PROJECT NO.
104
SHEET NO:
A 5/9
MEAN ROOF LVL. 76.86
SECOND FLOOR LVL. 72.77
25'-7" [7.81m]
U/S CEILING LVL. 75.82
10' [3.05m]
3'-47 8" [1.04m] 3'-47 8" [1.04m]
ROOF RIDGE LVL. 77.90
11'-23 8" [3.41m]
8
AVE. GRADE. LVL. 69.06
1' [0.30m]
MAIN FL. LVL. 69.36
P.EL. 69.37 E.EL. 69.37
P.EL. 69.13 E.EL. 69.02
REAR ELEVATION SCALE 14" = 1'-0" 3'-47 8" [1.04m] 3'-47 8" [1.04m]
ROOF RIDGE LVL. 77.90
MEAN ROOF LVL. 76.86 U/S CEILING LVL. 75.82
LEFT ELEVATION TOTAL AREA: 1136 SQ. FT. ( 105 SQ.M.) DISTANCE TO PROPERTY LINE: 8' (2.44 M) â&#x2030;&#x2C6; 4.0M MAX. ALLOWABLE UNPROTECTED AREA @ 12.0% = 136.32 SQ. FT. PROPOSED UNPROTECTED AREA: 3% = 78 SQ. FT
22.5
3026RS 7.5
1'-10"
SECOND FLOOR LVL. 72.77
10' [3.05m]
25'-7" [7.81m]
9026FX
11'-23 8" [3.41m]
8
3040LS
2090FX
2090FX
18
18
12
LEFT ELEVATION AVE. GRADE. LVL. 69.06
PROJECT:
1' [0.30m]
MAIN FL. LVL. 69.36
SCALE 14" = 1'-0"
P.EL. 69.02 E.EL. 69.02
P.EL. 69.37 E.EL. 69.37
7034 - 141 A STREET SURREY, BC PROPOSED RESIDENTIAL
SHEET TITLE:
REAR AND LEFT ELEVATION REVISIONS:
CLIENT:
CUBIX DESIGN
CIVIC ADDRESS: LEGAL DESCRIPTION:
DRAWN BY:
G.S.B.
CHECKED BY:
G.S.M.
DATE:
AUG. 2017
SCALE:
1/4"=1'-0"
PAWAN GILL 7034 141 A ST, SURREY BC LOT 29 SECTION 16 TOWNSHIP 2 NWD PLAN 20893
PROJECT NO.
104
SHEET NO:
A 6/9
U/S CEILING LVL. 75.82
SUPPORTED WALL (10M BAR)
1
2 ATTIC VENTILATION AS PER BUILDINGCODE A/300 OF INSULATED CEILING AREA MIN. 25% OF VENTING @TOP & 25% @ BOTTOM
3
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"
5 8" ANCHOR BOLT @ 48" o.c. (MAX. OF 1 PLATE UNDER JOIST.)
6
GARAGE SLAB OR FINISHED GRADE
8
5
12' HIGH CEILING
HORIZONTAL STEEL = 'B' (LAP JOINTS 18" MINIMUM)
11'-23 8" [3.41m]
LIVING/DINING
4
VERTICAL STEEL = 'A' (ALTERNATE HOOKS) MAX. COVER 2"
FOYER GYM
APPLY DAMPROOFING AS REQ. BY N.B.C. SECT.9-13
7
1' [0.30m]
MEAN ROOF LVL. 76.86
- VIYNAL/HARDY
8. INTERIOR BEARING WALLS
-ROOF FINISH, ASPHALT SHINGLES 1 2" PLYWOOD SHEATHING
- 2 LAYERS 30 MIN. BUILDING PAPER
- 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
4" AIR GAP
- PRE-PAINTED METAL FLASHING
-20"X8" CONC.FOOTING
DETAIL AT 'A'
F.R.R. CEILING DETAIL
FOUNDATION WALLS:
- 6 MIL POLY VAPOR BARRIER 1 2" GYPSUM BOARD
- BUILT-IN- GUTTER
-OWNER'S SPECIFICATION FINISH FLOOR
- 2X10 FASCIA BOARD
-5/8" T& G PLYWOOD SHEATHING
- 2X4 BACK NAILER
-2"X10" FLOOR JOISTS/11 7/8" TJI,S @16" O.C.(U.N.O)
- METAL SOFFIT WITH 2" CONT. SCREENED VENTILANT
-2"X2" CROSS BRIDGING @7'-0" O/C MAX. (U.N.O)
- 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
ATTIC VENTILATION AS PER BUILDINGCODE A/300 OF INSULATED CEILING AREA MIN. 25% OF VENTING @TOP & 25% @ BOTTOM
3
SECOND FLOOR LVL. 72.77
THEATRE RADIANT HEATING PIPES ON WIRE MESH 1- 12" LIGHT WEIGHT CONC. TOPPING FLOOR FINISH
OPEN BELOW
6
4
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
8
FAMILY/KITCHEN
OFFICE
GARAGE
LAUNDRY 7
MAIN FL. LVL. 69.36
SECTION A-1
AVE. GRADE. LVL. 69.06
1' [0.30m]
- R20 F.G. BATT INSULATION
1
2
11'-23 8" [3.41m]
9.
6. MAIN/ UPPER FLOOR
- 2X4 STUD @ 16" o.c.(U.N.O.)
-METAL FURRING CHANNELS SPACED 600mm O.C. -15.9mm (58") TYPE X GYPSUM BOARD
5
2" EXT. GRADE PLYWOOD SHEATHING
- 2X6 STUD @ 16" o.c.(U.N.O.)
7.
U/S CEILING LVL. 75.82
25'-7" [7.81m]
1
- 2" BAFFLE CLEARANCE WITH INSULATION STOPS 3. EAVES
2" GYPSUM BOARD TO BOTH SIDES
TYPE "X" GYPSUM BOARD AGAINST SEPARATION WALL
10' [3.05m]
5. EXTERIOR WALL
3
3'-47 8" [1.04m] 3'-47 8" [1.04m]
ROOF RIDGE LVL. 77.90
1. ROOF:
4. INTERIOR PARTITIONS
8"
SUPPORTED WALL SECTION
= 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
5
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
AS NOTED ON PLAN
SECTION A-2
CONSTRUCTION SPECIFICATIONS
F.R.R WALL DETAIL
2-15M CONT.
DRAINAGE: DRAIN ROCK 4" AGR DR. TILE @ FTG.
SCALE 14"
8" TYPE "X" GYPSUM BOARD ON BOTH SIDES CONTINUOUS TO UNDERSIDE OF FLOOR SHEATHING (HATCHED AREA)
15M @ 15" o.c.
4"Ã&#x2DC; PERIMETER DRAIN TILE WITH DRAIN ROCKS
AVE. GRADE. LVL. 69.06
5
NOTCH OUT 12" TYPE "X" GYPSUM BOARD FOR FLOOR JOISTS
8"
MAIN FL. LVL. 69.36
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
SUBFLOOR
4" CONC. SLAB ON 6 MIL. POLY. V.B. ON 6" COMPACTED GRANULAR FILL
8" REINFORCED CONCRETE FOUNDATION WALL
24"
FLOOR JOIST
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
RADIANT HEATING PIPES ON WIRE MESH 1- 12" LIGHT WEIGHT CONC. TOPPING FLOOR FINISH
AS NOTED
10' [3.05m]
25'-7" [7.81m]
DORMER
BEDROOM
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
TYPICAL FLOOR CONSTRUCTION
2" FROM GARAGE SLAB OR SIDEWALK 8" MIN. FROM FINISH GRADE
5
A
EXTERIOR WALL CONSTRUCTION
NOTE: 1. REBAR TO BE 230 MPa MINIMUM. 2. CONCRETE TO BE 20 MPa MINIMUM. 3. BACKFILL NOT TO EXCEED 20 KN/ cubic METER
SECOND FLOOR LVL. 72.77
1
NET BACKFILL HT.
ON PLAN
MEAN ROOF LVL. 76.86
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(85") TYPE X GYPSUM BOARD
NET BACKFILL HEIGHT
3'-47 8" [1.04m] 3'-47 8" [1.04m]
ROOF RIDGE LVL. 77.90
SCALE 14" = 1'-0"
PROJECT:
7034 - 141 A STREET SURREY, BC
SHEET TITLE:
SECTION AND DETAILS
PROPOSED RESIDENTIAL
REVISIONS:
CLIENT:
CUBIX DESIGN
CIVIC ADDRESS: LEGAL DESCRIPTION:
DRAWN BY:
G.S.B.
CHECKED BY:
G.S.M.
DATE:
AUG. 2017
SCALE:
1/4"=1'-0"
PAWAN GILL 7034 141 A ST, SURREY BC LOT 29 SECTION 16 TOWNSHIP 2 NWD PLAN 20893
PROJECT NO.
104
SHEET NO:
A 7/9
â&#x2C6;&#x2122;
PROJECT:
7034 - 141 A STREET SURREY, BC
SHEET TITLE:
ENERGY DETAIL
PROPOSED RESIDENTIAL
REVISIONS:
CLIENT:
CUBIX DESIGN
CIVIC ADDRESS: LEGAL DESCRIPTION:
DRAWN BY:
G.S.B.
CHECKED BY:
G.S.M.
DATE:
AUG. 2017
SCALE:
N.T.S.
PAWAN GILL 7034 141 A ST, SURREY BC LOT 29 SECTION 16 TOWNSHIP 2 NWD PLAN 20893
PROJECT NO.
104
SHEET NO:
A 8/9
GRID
GRID
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
SHEATHING PAPER TO LAP METAL FLASHING
ROD AND SEALANT 1
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
4" FLANGE
25.4mm (1")
SEALANT OR GASKET (A.B.) BATT INSULATION POLYETHYLEN (V.B.) STAPLED IN PLACED
1 MIN 1X2 STRAPPING 2"
BLDG. PAPER 2X10 FLOOR JOISTS
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
4.06
23.03
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
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 3.99
22.61
.12
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
1" 2
SEPERATION AIR SPACE
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.)
RSI 0.03 0.11 1.06 0.00 0.11 2.55 0.00 0.08 0.00 0.12
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
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
EFFECTIVE RSI / R VALUE OF ENTIRE ASSEMBLY
12mm (1/2")
SEAL POLYETHYLENE (A.B. & V.B.) TO HOUSEWRAP (A.B.)
RSI / R VALUE CALCULATIONS FOR ASSEMBLIES
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
HEADER
EFFECTIVE USI VALUE - 1.4 OPERABLE VINYL OR FIBERGLASS FRAME LOW ENERGY, DBL. GLAZED TEMP. GLASS W/ SLOPED SILL WEATHER STRIPPING
GRID
SEAL POLYETHYLENE (V.B.) TO SHEATHING PAPER (A.B.)
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
VALUES ADOPTED FROM CANADIAN WOOD COUNCIL
1.5" SILL PLATE
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
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.
SEALANT OR GASKET (A.B.) REFER TO W-1 FOR EXTERNAL WALL ASSEMBLY DETAIL
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 INSULATION GUARD
SLOPED SUB-SILL FRAMING 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")
SILL GASKET (A.B.)
CEMENT OR ACRYLIC STUCCO PARGING
SEE 'FLASHING-BEST PRACTICE GUIDE' FOR ADDITIONAL ROOF FLASHING DETAILS
DAMP PROOFING / VAP. BARRIER 8" CONC. FOUNDATION WALL
FINISHED GRADE
4" EXTRUDED POLYSTYRENE R-5/in.
1/2"
INSECT SCREEN
VENTED ALUMINUM SOFFIT PANELS
FLOOR OVER UNHEATED SPACE EFFECTIVE RSI 2.06 8" MINIMUM
CEMENT OR ACRYLIC STUCCO PARGING FILTER CLOTH
2" MIN.
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
SHEATHING PAPER TO LAP OVER ADHERED MEMBRANE FLASHING
ADHERED MEMBRANE FLASHING TO EXTEND 4" AND LAP OVER SHEATHING PAPER
INTERIOR
ADHERED MEMBRANE FLASHING (M.B.)
CONTINUE EAVE PROTECTION 12" BEYOND INSIDE FACE OF WALL
1" 2
REFER TO W-2/A-501 FOR FND WALL ASSEMBLY DETAIL COMPLETE W/ 4" EXTRUDED POLYSTYRENE FOAM BOARD INSUL. R-5/in.
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
DRYWALL FINISH
WOOD FRAMING (STUDS OR STRAPPING)
W-2 PROJECT:
7034 - 141 A STREET SURREY, BC
SHEET TITLE:
GENERAL DETAIL
PROPOSED RESIDENTIAL
REVISIONS:
CLIENT:
CUBIX DESIGN
CIVIC ADDRESS: LEGAL DESCRIPTION:
DRAWN BY:
G.S.B.
CHECKED BY:
G.S.M.
DATE:
AUG. 2017
SCALE:
N.T.S.
PAWAN GILL 7034 141 A ST, SURREY BC LOT 29 SECTION 16 TOWNSHIP 2 NWD PLAN 20893
PROJECT NO.
104
SHEET NO:
A 9/9