PROJECT DATA: CIVIC ADDRESS: 12416 - 74A AVENUE, SURREY ,BC LOT 2, SECTION 19 TOWNSHIP 2 PLAN EPP56135 NWD 96'-912" [29.50m]
E.EL.89.30
E.EL.90.00
26'-812" [8.14m]
E.EL.90.00
45'-618" [13.87m]
PID: 029-831-768
E.EL.89.70
24'-5" [7.44m]
ZONING: RF - 100
6' [1.83m]
E.EL.90.10 P.EL.91.05
ALLOWED F.A.R.: 6000x60% ALLOWED F.A.R.: 302x 35%
27'-1118" [8.51m] 7R@7" 6T@10"
GARAGE AT FRONT P.EL.90.93
15% SLOPE GARAGE AT BACK P.EL.90.93
42" MINIMUM GUARDRAIL (TYP.)
FLOOR AREA RATIO (F.A.R):
E.EL.90.00 P.EL.90.00
= 3600.00 S.F = 105.78 S.F
RESERVED GARAGE AREA = 420 S.F TOTAL ALLOWED F.A.R.: 3705.78 S.F (INCLUDING GARAGE 420 S.F.) PROVIDED F.A.R.: 2044 + 1579 (excl. open to below) 3624 S.F
E.EL.89.80 M.B.E.
PROVIDED TOTAL FLOOR AREA:
: 88.80M
MAIN FLOOR: 2044 S.F (incl. Garage ) GARAGE: 422 S.F UPPER FLOOR: 1579 S.F [excl. OPEN TO BELOW] Open to below: 92 S.F [excl.] THE ABOVE AREAS NOT INCLUDING SUNDECKS EXCLUDED EXTENDED HEIGHT AREA = 200 S.F
MAIN FLOOR FINISHED GRADE ELEVATION: 91.54M DOORWELL
BUILDING - INTERIOR DESIGNERS
56'-6" [17.22m]
AVERAGE NATURAL GRADE ELEVATION: 90.12M AVERAGE PROPOSED GRADE ELEVATION: 90.36M SECOND FLOOR FINISHED GRADE ELEVATION: 94.59 M
E.EL.90.70
CEILING U/S ELEVATION: 97.03 M E.EL.90.40 P.EL.90.40
PEAK ROOF ELEVATION: 97.44M
10'-718" [3.23m]
TOTAL FLOOR AREA = 2044(M) +1579(U) TOTAL FLOOR AREA = 3623 S.F
E.EL.90.50
HEIGHT:
13'-512" [4.10m]
MAX. ALLOWED HEIGHT: 24'-0" (7.3M) MAX. PROPOSED HEIGHT: 24'-0" (7.3M)
m] .83
DN
[1 6'
100'-012" [30.49m]
MAIN BUILDING GRADES: AVERAGE NATURAL GRADE ELEVATION: 89.50M
E.EL.90.00 P.EL.90.00
7'-914" [2.37m]
MAIN FLOOR FINISHED GRADE ELEVATION: 89.88M CEILING U/S ELEVATION: 96.03 M PEAK ROOF ELEVATION: 96.47 M
17'-912" [5.42m]
UDC DESIGN CENTER LTD
DN
6' [1.83m]
LOT AREA = 585.47 SQ.M. = 6302.21 SFT
COVERED OUTDOOR SPACE: PERMITTED 10% 3705 RESERVED FRONT PORCH PERMITTED DECK
E.EL.90.00
= 370.5 S.F. = 160 S.F. = 210 S.F.
PROPOSED FRONT PORCH = 38 S.F. PROPOSED DECK = 200 S.F.
LOT COVERAGE: ALLOWED SITE COVERAGE: 6302 @ 38% = 2395 S.F PROVIDED SITE COVERAGE (BLDG. AND DECKS) = 2211 S.F.
E.EL.88.79
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:
MR.Khurram PROJECT: CIVIC ADDRESS: 12416 - 74A AVENUE, SURREY ,BC
SITE PLAN
DRAWN BY:
G.S.B.
PROJECT NO.
CHECKED BY:
B.M.
239
DATE:
APRIL. 2017
FILE NO.
SCALE:
1/8" = 1' - 0"
V11
SHEET NO:
A 1/6
SPECIFICATIONS AND GENERAL NOTES: 56'-6"
SECTION 07200
VAPOR BARRIER / VAPOR RETARDER PRODUCT: MATERIAL TO CONFORM TO CAN2-51.33-M80, TYPE II, 6 MIL IN WALLS. 3. EXTERIOR WINDOWS: ALUMINUM CLADDED WOOD FRAME OR VINYL FRAME EXECUTION: APPLY VAPOR BARRIER TO WARM SIDE (INTERIOR SIDE) OF INSULATED WALLS. INSTALL VAPOR BARRIER TO PROTECT THE ENTIRE WALL SURFACE, INCLUDING FRAMING MEMBERS. 4. WINDOW TRIMS: HARDITRIM APPLY VAPOR BARRIER HORIZONTALLY TO WALLS. LAP JOINTS MINIMUM OF 4" (100MM). 5. SOFFITS: VENTED HARDISOFFIT SEAL TO FRAMING WITH ADHESIVE OR PRESSURE SENSITIVE TYPE. SEAL VAPOR BARRIER RETARDER TO PENETRATIONS. GENERAL NOTES WATERPROOF WALLBOARD REQUIRED AS TILE BASE AROUND TUBS AND SHOWERS AS PER BCBC 9.29.10.4. 1SECTION 07270 2- CEILING AND WALLS TO HAVE 6 mil U.V.POLY FULLY CAULKED AS PER BCBC 9.25.2.3 3- 5/8" DRYWALL REQUIRED TO CEILING MEMBERS AT 24" O.C. AS PER BCBC 9.29.5.3. AIR BARRIER / SHEATHING MEMBRANE 4- PROVIDE 5" GRAVEL AS PER BCBC 9.14.4.2 AND 6 mil U.V.POLY AS PER BCBC 9.13.6 UNDER SLAB PRODUCT: TWO LAYERS OF 30 MINUTE ASPHALT SATURATED BUILDING PAPER CONFIRMING 5- A BOND BREAKING MATERIAL IS REQUIRED BETWEEN FOUNDATION AND SLABS TO CAN-51.32M77 AND TO U.S. UUB-790a. 6- DOORS BETWEEN GARAGE AND DWELLING TO BE A SOLID CORE, SELF CLOSING, EXECUTION: AIR BARRIER MEMBRANES MUST BE APPLIED IN STRICT ACCORDANCE WITH THE WEATHER STRIPPED DOOR AS PER BCBC 9.10.13.15. 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 7- THICKEN SLAB AT GARAGE ENTRY AS PER STRUCTURAL DRAWINGS. THE ASSEMBLIES AND AT JUNCTIONS WITH DISSIMILAR MATERIALS, CHANGES IN PLANE AND AT THE ROOF 8- HEATING SYSTEM IS RADIANT HEAT FOR ALL FLOORS INSTALL SHEATHING MEMBRANE OVER EXTERIOR SHEATING. 9- ENGINEERED ROOF TRUSS DESIGN REQUIRED PRIOR TO INSTALLATION. INSTALL ONE (1) LAYER OF ASPHALT SATURATED BUILDING PAPER HORIZONTALLY IN SUCCESSIVE 10- PROVIDE 8" CLEARANCE BETWEEN GRADE AND SIDING. STRIPS BEGINNING 2" (50MM) BELOW THE LOWEST POINT OF THE WALL FRAMING AND PROGRESSING UPWARDS WITH EACH SUCCEEDING SHEET. 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. OVERLAP UPPER SHEET OVER LOWER SHEET A MINIMUM OF 4" (100MM) SO THAT LAPS ARE ARRANGED TO SHED WATER. 12 - DWELLING SECURITY AS PER # 9.6.8 END LAPS MUST HAVE A MINIMUM 12" (300MM) OVERLAP. STAGGER VERTICAL LAPS A MINIMUM 13 - PROVIDE FLASHING BETWEEN HORIZONTAL INTERSECTION OF DIFFERING WALL FINISHES. OF 48" (1200MM). RETURN SHEET OVER FLASHINGS.
4'-0"
4'-11"
5'-3"
3'-11"
2'-7"
3030RS
5040RS
2830RS
3068
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
8'-2"
5'-3"
Bedroom 5068
10'-11" x 10'-2"
3'0" high hand rail
6'-0"
2'-9" x 6'-1"
2'-7"X 6'-2"
Mech:Rm WH
5068
Closet
6'-2"
4026RS
WINDOW WELL
10'-11" x 10'-11"
UP 15R@7 1 4" 14T@10"
F
45'-6"
2668
5'-0" x 8'-0"
8'-0"
Bedroom
2'-7"
10'-7"
43'-6"
5'-2"
Bath S
4040RS
4'-1"
Closet 3'-1" X 2'-5" 2568
Living
2668
Closet 3'-1" X 2'-5"
14'-0"
13'-1"
3068
WINDOW WELL
4026RS EFFECTIVE RSI CALCULATION FOR GARAGE SLAB 4" - R 28 RIGID INSULATION RSI 4.93 UNDER SLAB POLYETHYLENE - 0 1 RSI 0.08 2" GYPSUM WALL BOARD TOTAL EFFECTIVE INSULATION VALUE RSI 5.01
Theater 12'-10" x 16'-10"
Storage
19'-2"
2626RS
12'-3"
13'-8"
2'-8"
1'-7" 1'-11"
3'-0"
5'-4" x 3'-5"
3'-10"
Sauna
8'-6"
4'-7"
GLASS POCKET DOOR
2668
2'-0"
2'-4" 13'-6"
5'-9" 8'-0"
6'-1"
WINDOW WELL
3'-0"
4026RS
6'-5"
4'-6"
WINDOW WELL
19'-4" x 18'-6" 2826RS
17'-11"
3'-1"
2'-7"
3068
7'-8" x 5'-0"
3'-0" 5'-5"
3'-0" 2668
3'-0"
Bath
2620RS
6'-11"
2'-0"
2'-6"
4'-5"
8'-3" 20'-8"
14'-4"
1 XX
56'-6"
basement floor plan
2668 2'-6" WIDTH x 6'-8" HEIGHT
WALL FOOTING SIZE - 22"x8": PROVIDE 2-15M LONGITUDINAL @3" CLEAR COVER FROM BOTTOM
Bath 7'-6" x 5'-0"
WINDOW WELL
3'-3"
2668
3'-1"
2'-7"
2568
3'-0"
EXTENT OF SUITE1HR. FIRE RATED FOR WALLS AND CLG.
2668
4'-1"
2668
13'-0" x 17'-3"
2'-8"
2'-10" x 2'-11"
Bar
S
2668
Laundry 21068
4'-4"
S
12'-4" x 9'-4"
17'-1" x 12'-11"
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. LEGEND: PROVIDE ATTIC ACCESS OF 1'-8" X 2'-4" AND WEATHER-STRIP HATCH.
WIN. - CASEMENT
10'-11" x 8'-3"
Bedroom 2'-7"
Family
Bedroom
4040RS
S CO
12'-4"
FIRE RATED, SOLID CORE, WEATHER STRIPPED, SELF CLOSING DOOR
8'-2"
Bar Sink
SMOKE ALARM & CARBON MONOXIDE (CO) ALARM
6026RS
15'-0"
WINDOW WELL
15'-0"
FIRE RATED, SOLID CORE, WEATHER STRIPPED, SELF CLOSING DOOR
5'-0"
3068
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 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
CS
7R@7" 6T@10"
UP
4'-2"
5'-8"
5040RS
3'-3"
NOTE:
12'-0"
2'-2"
S
BUILDING - INTERIOR DESIGNERS
6'-8"
55'-3" x 5'-0"
ROUGH CARPENTRY
UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM
11'-0"
12'-0"
basement well
SECTION 06100
3. INSULATION: PRODUCTS: EXTRUDED POLYSTYRENE: STANDARD CGSB51-GP-20M,TYPE 4. 4. R: 5 PER INCH, RICHNESS: AS REQUIRED TO MEET P VALUE, LOCATION: FOUNDATION INSULATION. 5. EXPANDED POLYSTYRENE: STANDARD: CGB51-GP-20M, TYPE 2, R: 4 PER INCH. THICKNESS: AS REQUIRED TO 6. MEET R VALUE. LOCATION: CAVITY WALLS. BATT INSULATION: STANDARD: CSA A101-M83, TYPE 1. R VALUE: 19 . LOCATION WITHIN WOOD STUD WALLS, 7. 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.
13'-8"
1'-6"
4'-1"
Bar Cabinetry
UDC DESIGN CENTER LTD
2. EXTERIOR WALL FINISH: FINISH STUCCO , NATURAL OR CULTURED STONE
12'-8" 1 XX
18'-2"
1. ROOF FINISH: ASPHALT SHINGLE
S
EXTERIOR BUILDING FINISH MATERIALS:
scale: 14" = 1'-0"
2668
8'-0" high ceiling
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 SOLID
S
CO
ST
CORE DOOR, W/WEATHER STRIPPING
floor area = 2042 s.ft secondary suite area = 635 s.ft bsmt. well area = 300s.ft
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
CLIENT:
SHEET TITLE:
MR.Khurram PROJECT: CIVIC ADDRESS: 12416 - 74A AVENUE, SURREY ,BC
BASEMENT FLOOR
DRAWN BY:
G.S.B.
PROJECT NO.
CHECKED BY:
B.M.
239
DATE:
APRIL. 2017
FILE NO.
SCALE:
1/4"=1'-0"
V11
SHEET NO:
A
2/6
56'-6" 36'-3" 9'-7"
13'-5"
5'-9"
3'-3"
17'-0" 1 XX
7'-6"
20'-3"
42" MINIMUM GUARDRAIL (TYP.)
51'-0" 15'-10"
2830RS
4'-0"
4060RS
ROOF BELOW
3060RS
3'-7"
2'-8"
7'-2"
4060RS
2'-4"
4030RS
4030RS
2668
6'-11"
4'-3"
2668
3668
2668 10040TC
Bath 5'-0" x 8'-0"
15'-4"
4040FX
ROOF BELOW
2'-0"
3'-0"
2"
2'-0"
19'-9"
14'-9" x 11'-2"
ROOF BELOW
3'-8"
Bedroom
14'-5" x 11'-1"
3030RS
5068
7"
2860FX
2860FX
17'-4" x 9'-0" 164 sq ft
6080 6420FX
42" MINIMUM GUARDRAIL (TYP.)
4'-9"
16080
8'-10" x 5'-3" 46 sq ft
17'-5" 6'-2"
2'-4"
3'-3"
4'-4"
3'-4"
4'-0"
4'-0"
3'-4"
5'-5"
DN
7'-6"
6'-0" 13'-6"
2'-4"
2'-9" 8'-0"
3'-0"
2'-11"
2'-6"
1'-10"
1"
3'-3"
3'-4"
3'-0"
16'-2"
15'-3"
1'-6"
8'-0"
7'-8"
20'-1"
ROOF BELOW
51'-0"
2'-0"
7'-5" 1 XX
6'-7"
1 XX
56'-6"
SECOND FLOOR PLAN
main floor plan scale: 14"
= 1'-0" floor area garage area porch area
UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM
scale: 14" = 1'-0"
10'-0" high ceiling = 2044 s.ft (INC. garage) = 416 s.ft = 37 s.ft
CLIENT:
9'-0" high ceiling
floor area open to below area total floor area front deck area SHEET TITLE:
MR.Khurram PROJECT: CIVIC ADDRESS: 12416 - 74A AVENUE, SURREY ,BC
MAIN & UPPER FLOOR
= 1671 S.F [INCL. OPEN TO BELOW ) = 92 s.ft =1579 s.ft = 200 s.ft
DRAWN BY:
G.S.B.
PROJECT NO.
CHECKED BY:
B.M.
239
DATE:
APRIL. 2017
FILE NO.
SCALE:
1/4"=1'-0"
V11
SHEET NO:
A
3/6
35'-6"
5'-8"
1'-6"
2030RS
5'-4"
3'-3"
14'-6"
1'-7"
WIC 7'-7" x 6'-10 21"
Balcony
6'-9"
2030RS
2668
7'-8"
3'-6"
4020RS
2668
6'-6" x 7'-4"
4276FX
4'-1"
5'-1"
2668
3'-7"
0" 3'-1" 37'-6"
2'-10"
DN UP 17R @ 7"
11'-6"
8'-0"
6'-6" x 7'-10"
16'-10" [5.13m]
2668
3'-9"
61076FX
Entry
7'-8"
4'-9"
9'-9" 3'-0"
19'-11" x 19'-2" 4058RS
8'-0"
3'-10"
Bedroom
Garage
Office
Bath
7'-7" x 5'-0"
9'-0"
3080
7'-6"
Living
9'-2"
Open Below 19'-5"
11'-6"
21'-4" x 20'-2"
6'-6"
2'-1"
Laundry
2868
9'-0" x 5'-1"
2'-2"
UP 3R @7 14"
9'-1"
3'-5"
2668
2'-11"
1'-8"
7062FX
20'-0"
@ 3R
3068
9'-4"
4'-6"
UP 17R @ 7" 3 7 4"
5'-4"
2'-10"
11'-6" x 6'-1"
2868
ROOF ABOVE
2'-7"
mud room
WIC 9'-2" x 5'-0"
3'-0" HIGH RAILING
6'-11" 45'-6"
LINE OF OPEN TO ABOVE
3'-0" HIGH RAILING
2668
2'-3"
120 sq ft
4'-9"
3'-0" HIGH RAILING
6'-11"
3068
WIC 9'-2" x 5'-0"
S
2'-6"
2668
4016RS
1'-0" 3'-7"
7'-5" x 5'-0"
5080
7'-2"
43'-6"
Bath
14'-6"
6'-5"
15'-3" x 13'-11"
S
BUILDING - INTERIOR DESIGNERS
2'-10"
81162
2668
4060RS
Master Bedroom 1
15'-3" x 13'-11"
2868
2668
3060RS
6'-11"
4'-10" 3068
4068
3'-9"
11'-7"
3'-6"
18'-1"
5'-7"
9'-2" x 8'-7"
9'-2" x 8'-7"
Master Bedroom 2
15'-0"
13'-6" 5'-5"
6'-1"
2668
10'-5"
12'-1"
4'-0"
4060RS
Master Suite 1
Master Suite 2 8'-11"
2668
5'-11" 5030RS
15'-0"
SMOKE ALARM & CARBON MONOXIDE (CO) ALARM
4'-0"
4'-2"
S
UDC DESIGN CENTER LTD
S CO
7'-2"
4'-3"
4030RS
8058RS
4'-0"
4'-4"
DN
15'-10"
S
8058RS
7R@7" 6T@10"
9'-6"
2668
bsmt well
9'-10"
S
6'-10"
42" MINIMUM GUARDRAIL (TYP.)
MATERIAL SPECIFICATIONS
2% Roof Slope
2
8'-03 4" [2.46m] 11" [0.28m]
2 ply torch on
SEE DETAIL X 1
TYP. ALL EAVES EXCEPT AT STONE 1"X4" FRIEZE BOARD TRIM 1'-6"
CEDAR SIDING (T&G CEDAR SIDING W/ MITERED CORNERS)
3 5
2860FX
STUCCO 4
STUCCO
12040TC
8
5068
4
2860FX
42" MINIMUM GUARDRAIL (TYP.)
4040FX
4
1.
BUILT-IN GUTTER - METAL SOFFIT WITH 2" CONTINUOUS SCREENED VENT
ROOF RIDGE LVL. 97.45
2.
1X4 ON 1X8 ON 2X8 LAYERED WOOD FASCIA BOARD17" TOTAL WIDTH
3.
1" X 4" WOODEN TRIM
U/S CEILING LVL. 97.17
4.
STUCCO
5.
ALUMINUM FRAMED WINDOW AND PATIO DOOR
6.
WOODEN EXTERIOR DOOR
7. 7.
STONE CEDAR SIDING
4
8
7
STONE 7
10058RS
4058RS
4276FX
MAIN FL. LVL. 91.60
9'-214" [2.80m]
15% SLOPE 2626
E.EL.90.40 P.EL.90.40
5
4'-4" [1.32m]
E.EL.90.10 P.EL.91.05
P.EL.90.93
AVE. GRADE. LVL. 90.12
BSMT. FL. LVL. 88.80
FRONT ELEVATION (EAST) scale: 14" = 1'-0"
2030
6
6
ROOF RIDGE LVL. 97.45
8'-03 4" [2.46m] 11" [0.28m]
2030
42" MINIMUM GUARDRAIL (TYP.)
U/S CEILING LVL. 97.17
SECOND FLOOR LVL. 94.71
4016
6
10'-214" [3.11m]
1'-6"
5030 15
2030 6
24' [7.32m]
STUCCO
MAIN FL. LVL. 91.60
RIGHT ELEVATION TOTAL AREA: 923.93 SQ. FT. ( 85.83 SQ.M.) DISTANCE TO PROPERTY LINE: 6' (1.837 M) â&#x2030;&#x2C6; 2.0M MAX. ALLOWABLE UNPROTECTED AREA @ 8.0% = 73.92 SQ. FT. PROPOSED UNPROTECTED AREA: 72 SQ. FT
4026RS
7
4026RS
8
4040
9
4040
E.EL.90.00 P.EL.90.48
9
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:
MR.Khurram PROJECT: CIVIC ADDRESS: 12416 - 74A AVENUE, SURREY ,BC
FRONT & RIGHT SIDE ELEVATIONS
4'-4" [1.32m]
E.EL.90.10 P.EL.91.05
9'-214" [2.80m]
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
STUCCO
10'-214" [3.11m]
4
24' [7.32m]
SECOND FLOOR LVL. 94.71
AVE. GRADE. LVL. 90.12
BSMT. FL. LVL. 88.80
DRAWN BY:
G.S.B.
PROJECT NO.
CHECKED BY:
B.M.
239
DATE:
APRIL. 2017
FILE NO.
SCALE:
1/4"=1'-0"
V11
SHEET NO:
A
4/6
8'-03 4" [2.46m] 11" [0.28m]
ROOF RIDGE LVL. 97.45 U/S CEILING LVL. 97.17
SECOND FLOOR LVL. 94.71 24' [7.32m]
STUCCO
10'-214" [3.11m]
MAIN FL. LVL. 91.60
E.EL.90.00 P.EL.90.48
5040
5040
3030
3068
E.EL.90.00 P.EL.90.48
3068
4'-4" [1.32m]
2830RS
9'-214" [2.80m]
3'-6" HIGH GUARD RAIL (TYP.)
AVE. GRADE. LVL. 90.12
BSMT. FL. LVL. 88.80
ROOF RIDGE LVL. 97.45
11" [0.28m]
REAR ELEVATION (WEST) scale: 14" = 1'-0"
U/S CEILING LVL. 97.17
8'-03 4" [2.46m]
4020 8
LEFT A ELEVATION
4
TOTAL AREA: 398.80 SQ. FT (37.05) DISTANCE TO PROPERTY LINE: 7'-9" (2.37 M) ≈ 2.0M MAX. ALLOWABLE UNPROTECTED AREA @ 32% = 127.61 SQ. FT. PROPOSED UNPROTECTED AREA: 15 SQ. FT
SECOND FLOOR LVL. 94.71
LEFT B ELEVATION TOTAL AREA: 464.10 SQ. FT 43.11 SQ.M DISTANCE TO PROPERTY LINE: 13-5" (4.10 M) ≈ 6.0M MAX. ALLOWABLE UNPROTECTED AREA @ 57% = 264.48 SQ. FT. PROPOSED UNPROTECTED AREA: 62 SQ. FT
7062
5080
61076FX 42 51
24' [7.32m]
STUCCO
10'-214" [3.11m]
STUCCO
MAIN FL. LVL. 91.60
LEFT C ELEVATION TOTAL AREA: 201 SQ. FT 18.67 SQM DISTANCE TO PROPERTY LINE: 10'-7" (3.23 M) ≈ 4.0M MAX. ALLOWABLE UNPROTECTED AREA @ 100.0% = 201 SQ. FT. PROPOSED UNPROTECTED AREA: 57.65 SQ. FT
E.EL.90.40 P.EL.90.40
5 15
E.EL.90.00 P.EL.90.48
6026 15
2826 6.65
4'-4" [1.32m]
2626 6026
9'-214" [2.80m]
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
4
AVE. GRADE. LVL. 90.12
BSMT. FL. LVL. 88.80
LEFT ELEVATION (SOUTH) 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:
MR.Khurram PROJECT: CIVIC ADDRESS: 12416 - 74A AVENUE, SURREY ,BC
REAR & LEFT SIDE ELVATIONS
DRAWN BY:
G.S.B.
PROJECT NO.
CHECKED BY:
B.M.
239
DATE:
APRIL. 2017
FILE NO.
SCALE:
1/4"=1'-0"
V11
SHEET NO:
A
5/6
2'-0" 1'-6"
PRE. ENGG. BEAM AS PER SUPPLIER
4
WIC 1 " CONC. TOPPING
Master Suite 1
1 2
TYP. EXTERNAL WALL:
1'-112" [0.34m]
RADIANT FLOOR SLAB 3 " T. & G. FIR PLT. 4 TGI JOISTS AS PER ENGG. R-50 BATT INSULATION 7 " OSB SHEATH 16 112" CONC. TOPPING FIN. AS PER OWNER
CONC. SLAB AS PER STRUC. R10 INSULATION MIN. 6 MIL. POLY V.B. COMPACTED SAND
RADIANT FLOOR SLAB
MAIN FL. LVL. 91.60
RADIANT FLOOR SLAB
9'-214" [2.80m]
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.
Bar
Theater 9
7
CONC. SLAB AS PER STRUC. R10 INSULATION MIN. 6 MIL. POLY V.B. COMPACTED SAND
DRAIN TILE 2-15M CONTINUOUS
SECOND FLOOR LVL. 94.71
5 10'-214" [3.11m]
Living
6
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
5
1'-112" [0.34m]
8
Entry
STUCCO WIRE MESH 15# BREATHABLE TYPE BUILD. PAPER 1 " EXT. GRADE PLYWOOD 2 2x6 STUDS @16" O.C. R20 INSULATION 6 MIL. POLY VAPOUR BARIER
RADIANT FLOOR SLAB
Open Below
U/S CEILING LVL. 97.17
24' [7.32m]
6
1X4 ON 1X8 ON 2X8 LAYERED WOOD FASCIA BOARD 17" TOTAL WIDTH TYP. ALL EAVES EXCEPT AT STONE 1"X4" FRIEZE BOARD TRIM
ROOF RIDGE LVL. 97.45
9 RADIANT FLOOR SLAB
4'-4" [1.32m]
3
1
8'-03 4" [2.46m] 11" [0.28m]
2% ROOF SLOPE
WATERPROOF MEMBRANE OVERFLOW LINE OF HIDDEN GUTTER PRE-FINISHED METAL FLASHING TO TOP OF OVERFLOW LINE
AVE. GRADE. LVL. 90.12
DRAIN TILE 2-15M CONTINUOUS
BSMT. FL. LVL. 88.80
CONSTRUCTION SPECIFICATIONS 1. ROOF:
6. MAIN/ UPPER FLOOR
-ROOF FINISH, ASPHALT SHINGLES 1 2" PLYWOOD SHEATHING
-OWNER'S SPECIFICATION FINISH FLOOR
- 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
-5/8" T& G PLYWOOD SHEATHING
- 2" BAFFLE CLEARANCE WITH INSULATION STOPS 3. EAVES
-3 1/2" CONC. SLAB
-2"X2" CROSS BRIDGING @7'-0" O/C MAX. (U.N.O) 7. BASEMENT FLOOR: -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
- 2X10 FASCIA BOARD - 2X4 BACK NAILER
8. INTERIOR BEARING WALLS -
4. INTERIOR PARTITIONS 1
-2"X10" FLOOR JOISTS/11 7/8" TJI,S @16" O.C.(U.N.O)
-6X6 WIRE MESH
- BUILT-IN- GUTTER
- METAL SOFFIT WITH 2" CONT. SCREENED VENTILANT
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.) - R20 F.G. BATT INSULATION
1) 2) 3) 4)
-1.5" CONC. TOPPING W/RADIANT HEATING
-
- 6 MIL POLY VAPOR BARRIER 1 2" GYPSUM BOARD
-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) - 20"X8" CONC. STRIP FOOTING - OR AS PER ENGINEER FND. DETAIL 10. DRAINAGE
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
- 4" DRAIN TILE WRAPPED IN FILTER CLOTH - MIN. 6" DRAIN ROCK OVER
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:
MR.Khurram PROJECT: CIVIC ADDRESS: 12416 - 74A AVENUE, SURREY ,BC
section detail
DRAWN BY:
G.S.B.
PROJECT NO.
CHECKED BY:
B.M.
239
DATE:
APRIL. 2017
FILE NO.
SCALE:
1/4"=1'-0"
V11
SHEET NO:
A
6/6
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
â&#x2C6;&#x2122;
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:
MR.Khurram PROJECT: CIVIC ADDRESS: 12416 - 74A AVENUE, SURREY ,BC
ENERGY DETAIL
DRAWN BY:
G.S.B.
PROJECT NO.
CHECKED BY:
B.M.
239
DATE:
APRIL. 2017
FILE NO.
SCALE:
N.T.S.
V11
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
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
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
1" 2
SEPERATION AIR SPACE
EFFECTIVE RSI / R VALUE OF ENTIRE ASSEMBLY
1 MIN.
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
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
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.)
CEMENT OR ACRYLIC STUCCO PARGING
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
SEE 'FLASHING-BEST PRACTICE GUIDE' FOR ADDITIONAL ROOF FLASHING DETAILS
DAMP PROOFING / VAP. BARRIER
1/2"
2" MIN.
FILTER CLOTH
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
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:
SHEET TITLE:
MR.Khurram PROJECT: CIVIC ADDRESS: 12416 - 74A AVENUE, SURREY ,BC
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
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
UDC DESIGN CENTER LTD
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
DRAWN BY:
G.S.B.
PROJECT NO.
CHECKED BY:
B.M.
239
DATE:
APRIL. 2017
FILE NO.
SCALE:
N.T.S.
V11
SHEET NO:
B