63'-7" [19.38m] RAER SET BACK
25' [7.62m] REAR SET BACK
MAIN BUILDING GRADES:
21' [6.40m]
6'-512" [1.97m]
6'-512" [1.97m]
5 RISER @ 6" 4 treads @ 10" UP
24' [7.32m]
66'-1" [20.14m] E.EL. 72.35 P.EL. 72.50
E.EL. 72.26 P.EL. 72.46
28'-6" [8.69m]
REAR DECK side walk 4'-0" wide
21' [6.40m]
side walk 3'-0" wide
FRONT ENTRANCE
side walk 3'-0" wide
20'-1012" [6.36m] 138'-23 4" [42.13m]
41' [12.50m] BLDG. DEPTH
7'-112" [2.17m]
STORM INV. 71.33 with minimum 2% slope
MAX. ALLOWED HEIGHT: 30'-0" (9.14M) MAX. PROPOSED HEIGHT: 29'- 5" (8.97M)
9' HIGH CEILING
UP
HEIGHT:
8'-5" [2.57m]
TO SEWERAGE LINE
E.EL. 72.44 P.EL. 72.46
LINE OF DECK ABOVE
WELL 11'-3"X3'-8"
3 RISER @721" 2 treads @ 10" UP
UP
23 riser @721" 36" hand rail 22 treads @ 10"
57'-73 4" [17.57m] 16'-6" [5.03m]
TOTAL FLOOR AREA = 4297.55 S.F
GARAGE FINISH FLOOR LVL.72.78
2" x 4" PARGOLAS ABOVE ON PASSAGE @ 2'-0" O.C.
7'-112" [2.17m]
TOTAL FLOOR AREA = 2324.38(M) +1973.17U)
0" [0.00m]
EXCLUDED EXTENDED HEIGHT AREA = 200 S.F
P.EL. 72.48 E.EL. 72.55
MAIN FLOOR: 2324.38 S.F (excl. Garage ) GARAGE: 420 S.F UPPER FLOOR: 1973.17 S.F [INCL. OPEN TO BELOW] THE ABOVE AREAS NOT INCLUDING SUNDECKS
P.EL. 72.40 E.EL. 72.55
PROVIDED TOTAL FLOOR AREA:
E.EL. 72.50 P.EL. 72.55
LOT AREA: 9197 S.F. ALLOWED F.A.R.: 6000x60%= 3600 S.F ALLOWED F.A.R.: 3182x35%= 1113.7 S.F RESERVED GARAGE FLOOR AREA = 420 S.F TOTAL ALLOWED F.A.R.: 4713.7 S.F - 420 = 4293.7 S.F. PROVIDED F.A.R.: 2324.38 + 1973.17 - 173.04 S.F. (open to below) = 4124.51 S.F. (excl. ATTACHED GARAGE)
E.EL. 72.55 P.EL. 72.55
FLOOR AREA RATIO (F.A.R):
SECONDARY SUITE PARKING PAD
40'-112" [12.23m] 66'-2" [20.16m]
BUILDING - INTERIOR DESIGNERS
LOT AREA = 854.43 SQ.M. = 9197 SFT
20'-014" [6.10m]
ZONING: RF - 100
15' [4.57m]
PID: 009-829-881
E.EL. 72.56 P.EL. 72.56
dn
CIVIC ADDRESS: 9679 - 133A Street, SURREY ,BC
UP
25' [7.62m] FRONT SET BACK
1'-6" [0.46m]
ENTRY YO CRAWL SAPCE
LOT 12, SEC 34 B5N R2W NWD PLAN 13549
6'-512" [1.97m]
PROJECT DATA:
50' [15.24m]
6' [1.83m]
UDC DESIGN CENTER LTD
140'-1" [42.70m]
30'-4" [9.25m] FRONT SET BACK
AVERAGE NATURAL GRADE ELEVATION: 289.62/4 = 72.40M MAIN FLOOR FINISHED GRADE ELEVATION: 73.12M SECOND FLOOR FINISHED GRADE ELEVATION: 76.54 M CEILING U/S ELEVATION: 70.30 M MEAN ROOF ELEVATION: 81.36 M PEAK ROOF ELEVATION: 83.42 M
SITE COVERAGE:
2" x 4" PARGOLAS ABOVE ON PASSAGE
ALLOWED SITE COVERAGE: 9197 @ 32% =2943 S.F PROVIDED SITE COVERAGE (BLDG. AND DECKS) = 2522.76 S.F + 420 S.F. (GARAGE S.F) = 2942.76 ELEVATION PARGOLA OF PASSAGE SCALE : N.T.S.
SITE PERMEABILITY: MAX. ALLOWED NON-PERMEABLE SURFACE @ 70% = 70% x 9197 SFT = 6437.90 SFT. PROPOSED NON-PERMEABLE AREA =
2569.11 (BLD.) + 420 (GARAGE) + 625.21 (FRONT & SIDE WALK) + 191.85 (REAR SIDE WALK) + 1011.43 (REAR DRIVE WAY) +171.00 (FRONT DRIVE WAY) = 4988.60 SFT.
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.SHAMA GILL PROJECT: CIVIC ADDRESS: 9679 - 133A Street, SURREY ,BC LEGAL DESCRIPTION: LOT 12 SEC 34 B5N R2W NWD PLAN 13549
SITE PLAN
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
2220
DATE:
NOV. 2015
FILE NO.
SCALE:
1/4"=1'-0"
V11
SHEET NO:
A-1/9
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
UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM
2'-1012"
7'-0"
8'-0"
LINE OF DECK ABOVE dn
6040RS
5068
6'-034"
3031RS
16'-5"
UP
FIRE RATED, SOLID CORE, WEATHER STRIPPED, SELF CLOSING DOOR
5'-11" 5'-012"
3'-2"
S
20R@6.5" 19T@10"
10'-621" 5'-6"
2668
5'-8"
6040RS
S CO
2668
9'-112"
14'-621"
7'-6"
2868
8'-412"
5'-3"
ent. foyer double ht.
2668
15'-221"
UP
13'-621"
6068
13'-621"
RADINANT FLOORING 10'-3 /4" HIGH CEILING
EXTENT OF SUITE1HR. FIRE RATED FOR WALLS AND CLG.
6448RS
2668 2'-6" WIDTH x 6'-8" HEIGHT
6448RS
70160 WIN. - CASEMENT
4'-412"
2868
7'-5"
3'-621"
5"
2668
LEGEND: CS
3'-4" 2'-7"
2468
2568
S.LD 3'-0" x 3'-0"
HRV unit
2568
2868
2'-521" 3'-921"
NATURAL GAS BOILER FOR RADIANT HEATING
36" hand rail
4430RS
A-6/9
2668
2868
2668
5068 drain
4'-1"
1'-0"
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.
4068
6'-121"
4'-4"
2656
3. 4. 5. 6. 7.
4016RS
2'-614" A
6'-312"
7'-9"
6'-9"
4'-0"
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.
4'-7"
S 1 3'-92"
3068
NOTES FOR ROOF SPACE VENTILATION 1. 2.
8'-921"
2'-11"
2868
50'-0"
4'-321"
S
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.
20'-0"
3068
6040RS 5'-812"
B-6/9 B
6040RS
EXTENT OF SUITE1HR. FIRE RATED FOR WALLS AND CLG.
6'-9"
4068
5'-712"
6040RS
9'-634"
6'-2"
UP
4'-4"
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.
6'-621"
4'-2"
6448RS
2668
ALL DOORS ARE HOLLOW CORE DOORS, OTHERWISE NOTED RS / LS WIN. - SLIDE TO RIGHT/LEFT
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
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
4'-0"
SECTION 07200
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.
3068
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 07270
3'-014"
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
6'-1114"
15'-0"
UP
3'6" GUARD RAIL
5'-214"
ROUGH CARPENTRY
3'-714"
5'-321"
SECTION 06100
2'-10"
13'-7"
UP
13'-734"
12 - DWELLING SECURITY AS PER # 9.6.8 13 - PROVIDE FLASHING BETWEEN HORIZONTAL INTERSECTION OF DIFFERING WALL FINISHES.
10'-621"
10'-612"
1'-0"
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.
2'-10"
3'-4"
9- ENGINEERED ROOF TRUSS DESIGN REQUIRED PRIOR TO INSTALLATION. 10- PROVIDE 8" CLEARANCE BETWEEN GRADE AND SIDING.
10'-621"
4 RISER @721" 3 treads @ 10"
11'-4"
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
5'-621"
WATERPROOF WALLBOARD REQUIRED AS TILE BASE AROUND TUBS AND SHOWERS AS PER BCBC 9.29.10.4.
10'-534"
78-
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
123456-
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.
13'-734"
GENERAL NOTES
SECTION 07200
41'-0"
4. WINDOW TRIMS: HARDITRIM 5. SOFFITS: VENTED HARDISOFFIT
23 riser @721" 36" hand rail 22 treads @ 10"
52'-6"
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
CLIENT:
7'-7"
7'-5" 15'-0"
main floor plan scale: 14"
= 1'-0" floor area secondary suite area garage area front porch area rear porch area
6'-7"
6'-11"
MR.SHAMA GILL PROJECT: CIVIC ADDRESS: 9679 - 133A Street, SURREY ,BC LEGAL DESCRIPTION: LOT 12 SEC 34 B5N R2W NWD PLAN 13549
7'-621"
7'-0" 14'-621"
52'-6"
= 2324.38 s.ft (excl.garage) = 807.82 s.ft = 420.00 s.ft = 67.30 s.ft = 118.93 s.ft
MAIN FLOOR PLAN
4'-834" 9'-521"
13'-6"
SHEET TITLE:
4'-834"
5 RISER @ 6" 4 treads @ 10" UP
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
2220
DATE:
NOV. 2015
FILE NO.
SCALE:
1/4"=1'-0"
V11
SHEET NO:
A-2/9
36" hand rail 23 riser @721" 22 treads @ 10"
50'-0" 11'-821"
6'-9" 52'-6"
2'-621"
4'-312"
2'-221"
3'-334"
2'-814"
4'-8"
4'-1"
4'-6"
UP
dn
7040
3 riser @721" 2 treads @ 10"
31016RS
3030
2668
2668
3430RS
4'-712"
5'-834" 2'-0"
7'-212"
6040RS
2668
U302490
S
drain
8'-421"
DN
13'-612"
20R@6.5" 19T@10"
13'-6"
11'-214"
11'-214"
36" hand rail 2'-0"x2'-3" attic access
S CO
1'-2"
7'-3"
41'-0" A-6/9
4'-212"
3'-9"
50'-0"
50'-0"
5'-921"
2868
1860FX
RADINANT FLOORING 9'-3 /4" HIGH CEILING 6'-8"
15'-11"
5068
5068
27'-421"
4'-1012" S
A
5040RS
2668 8'-3"
41'-0"
2868
5068
2668
CRAWL SPACE 3'-9" HT
4068
3'-7"
2868
2868
2'-10"
5'-8"
2030RS
2'-10"
U242490R
8'-1121"
S
3430RS
U452490
4'-11"
4'-5" 6'-421"
LCU3690R
2'-321"
LCU3690R
2868
4'-0"
4'-521"
U272490
5'-8"
2668
B-6/9 B
4'-0"
2868
2668
3'-021"
6'-621"
3030RS
3'-6"
4'-434"
4'-512"
7'-212"
2'-0"
roof line above
2668 4'-9"
1'-7"
2060FX
2'-7"
3'-9"
2'-512"
6'-6"
13'-714"
13'-714"
S
5068
2060FX
4'-6"
4'-6"
3'-021"
6'-812"
6'-4"
15'-012"
15"x15" wooden post
roof line below
8'-4"
1'-0"
8'-4"
6020FX 6040RS
1'-6"
6448RS
1'-6"
4'-4"
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
1'-721"
4'-2"
14'-334"
4'-434"
21'-0"
5'-1021"
5'-10"
8'-7"
10'-8"
9'-1"
17'-214"
6'-9"
12'-321"
roof line below 9'-521"
28'-6"
14'-621" 12'-8"
52'-6" 2'-621"
crawl space / foundation plan
second floor plan
scale: 14" = 1'-0"
scale: 14" = 1'-0" floor area front l.h.s. balcony covered front r.h.s. balcony rear balcony area open to below 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
CLIENT:
12'-8"
PROJECT: CIVIC ADDRESS: 9679 - 133A Street, SURREY ,BC LEGAL DESCRIPTION: LOT 12 SEC 34 B5N R2W NWD PLAN 13549
9'-512"
4'-1034"
14'-612"
9'-512"
13'-321"
14'-612"
52'-6"
= 1973.17 s.ft (INCL. OPEN TO BELOW) = 139.02 s.ft = 158.13 s.ft = 52.61 s.ft = 173.04 s.ft. (105.74 + 67.30) SHEET TITLE:
MR.SHAMA GILL
6'-621"
6'-9"
FOUNDATION / SECOND FLOOR PLAN
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
2220
DATE:
NOV. 2015
FILE NO.
SCALE:
1/4"=1'-0"
V11
SHEET NO:
A-3/9
ROOF RIDGE LVL. 83.42
CLADDING AND TRIM IN GABLE ENDS:
6'-914" [2.06m]
ACCEPTABLE MATERIALS INCLUDE: -1"X3" WOOD BATTENS OVER 1"X10" CEDAR BOARDS -WOOD WALL SHINGLES.
12
-2"X6" VERTICAL BATTENS @24"o.c.
8
-1"X6" VERTICAL WOOD BATTENS @24"o.c.
8
12
MEAN ROOF LVL. 81.36
OVER RANCHER BOARD OR CREZON COATED EXTERIOR GRADE PLYWOOD INSTALLED WITH RAINSCREEN.
12 12
6'-914" [2.06m]
WITH SLOPE DASH STUCCO CLADDING
8
8
1 5
12
8
5
3'6" guard rail
8
3'6" guard rail
12 12
8
3
10'-03 4" [3.07m]
14'-6"
2'-0"
7 8
6448RS
6448RS
E P.E .EL. L. 72 72 .26 .4 6
70160
4 .4 6 2 . 7 2.4 .E EL L. 7 P.E
2'-414" [0.72m]
6448RS
SECOND FL. LVL. 76.54
11'-23 4" [3.42m]
6
1'-2" [0.36m]
1'-6"1'-0"
4
9'-03 4" [2.76m] 29'-5" [8.97m]
2'-0"
MAIN FIN. FL. LVL. 73.12
12
AVE. GRADE. LVL. 72.40
8
EAST / FRONT ELEVATION scale: 14" = 1'-0"
31016RS
LIST OF MATERIALS & COLOURS: 2668
1.
ASPHALT SHINGLE 40 YRS - IKO CAMBRIDGE, DUAL BLACK
2.
PRE FORMED ALUMINUM GUTTER - BENJAMIN MOORE OC-21, WINTER WHITE
3.
2" X 12" FASCIA BOARD - BENJAMIN MOORE OC-21, WINTER WHITE
4.
1" X 4" WOODEN TRIM - BENJAMIN MOORE OC-21, WINTER WHITE
5.
STUCCO - BENJAMIN MOORE 2141-40
6.
ALUMINUM FRAMED WINDOW AND PATIO DOOR - BENJAMIN MOORE 2120-20
7.
WOODEN EXTERIOR DOOR - BENJAMIN MOORE 2106-20
8.
STONE
d
6040RS
5068
ra
6040RS
7040
3'6" guard rail
36 "h an
6040RS
6040RS 3'6" guard rail
56
L. 7
2.
35
il
6 .5 2 .7
P.E
.
E.E
L P.E
2. L. 7 E.E
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
2
U/S CEILING LVL. 79.30
L
50
. 72
ENTRY TO CRAWL SPACE
WEST1 / REAR ELEVATION scale:
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:
4"
= 1'-0"
SHEET TITLE:
MR.SHAMA GILL PROJECT: CIVIC ADDRESS: 9679 - 133A Street, SURREY ,BC LEGAL DESCRIPTION: LOT 12 SEC 34 B5N R2W NWD PLAN 13549
FRONT & REAR ELEVATIONS
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
2220
DATE:
NOV. 2015
FILE NO.
SCALE:
1/4"=1'-0"
V11
SHEET NO:
A-4/9
6'-914" [2.06m]
ROOF RIDGE LVL. 83.42
NORTH / RIGHT ELEVATION TOTAL AREA: 1016.71 SQ. FT. ( 100.94 SQ.M.) DISTANCE TO PROPERTY LINE: 6'-0" (1.83 M) ≈ 2.0M MAX. ALLOWABLE UNPROTECTED AREA @ 7.0% = 71.17SQ. FT. ( 7.57 SQ. M.) PROPOSED UNPROTECTED AREA: 71.00 SQ. FT (6.40 SQ. M.)
6'-914" [2.06m]
MEAN ROOF LVL. 81.36
U/S CEILING LVL. 79.30
10
3'-0"
3031RS
6040RS
E P.E .EL. L. 72 72 .4 .4 4 6
P.E
L. 72 .5 6
3068
L.
E.E
6 .5 2 7
2'-414" [0.72m]
10'-03 4" [3.07m]
1'-2" [0.36m]
3'6" guard rail
SECOND FL. LVL. 76.54
9
22
11'-23 4" [3.42m]
3430RS
3430RS
10
9'-03 4" [2.76m] 29'-5" [8.97m]
5040RS
MAIN FIN. FL. LVL. 73.12 AVE. GRADE. LVL. 72.40
NORTH / RIGHT ELEVATION scale: 14" = 1'-0"
3030RS
2030RS
SOUTH / LEFT ELEVATION 9
3'6" guard rail
TOTAL AREA: 931.79 SQ. FT. ( 100.94 SQ.M.) DISTANCE TO PROPERTY LINE: 7'-1" (2.16 M) ≈ 2.0M MAX. ALLOWABLE UNPROTECTED AREA @ 7.5% = 69.88 SQ. FT. ( 7.57 SQ. M.) PROPOSED UNPROTECTED AREA: 58.00 SQ. FT. (6.40 SQ. M.)
6
3'-0"
4016RS 6040RS
4430RS
2656
3068
3'6" guard rail
24
6
13 L. 7
2.
26
E P.E .EL. L. 72 72 .3 .5 5 0
E.E
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
20
L.
P.E
46
. 72
SOUTH / LEFT ELEVATION scale: 14" = 1'-0" UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM
CLIENT:
SHEET TITLE:
MR.SHAMA GILL PROJECT: CIVIC ADDRESS: 9679 - 133A Street, SURREY ,BC LEGAL DESCRIPTION: LOT 12 SEC 34 B5N R2W NWD PLAN 13549
SIDE ELEVATIONS
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
2220
DATE:
NOV. 2015
FILE NO.
SCALE:
1/4"=1'-0"
V11
SHEET NO:
A-5/9
SUPPORTED WALL (10M BAR)
18"
20"
8'-1" TO 9'-0"
14"
20"
9'-1" TO 10'-0"
12"
20"
SIMPSON POST CAP OR EQUIVALENT (N.I.C)
5
6 MIL VAPOUR BARRIER
AS PER PLAN
212" RIGID INSULATION (N.I.C.) TO BELOW FROSTLINE OR 2x4 FURRED WALL w/ R12 F.G. BATT INSUL. (N.I.C.) WHERE INDICATED
2" RIGID INSULATION (N.I.C.)
CONCRETE FOOTING AS PER PLAN
HORIZONTAL STEEL = 'B' (LAP JOINTS 18" MINIMUM) APPLY DAMPROOFING AS REQ. BY N.B.C. SECT.9-13
NET BACKFILL HEIGHT
AS PER PLAN
MAX. COVER 2"
MEAN ROOF LVL. 81.36
4" CONC. SLAB
TYPICAL FLOOR CONSTRUCTION
GARAGE SLAB OR FINISHED GRADE
U/S CEILING LVL. 79.30 TYP. EXTERNAL WALL:
INTERNAL WALL FOUNDATION 3'6" guard rail 112" CONC. TOPPING
4" CONC. SLAB ON 6 MIL. POLY. V.B. ON 6" COMPACTED GRANULAR FILL
8" REINFORCED CONCRETE FOUNDATION WALL
BED ROOM
HALL WAY
nd
" 36
3
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
FLOORING 1 1/2" LT. WT. CONC. TOPPING RADIANT FLOOR HEATING 3/4" PLYWOOD T&G (GLUED & SCREWED) 11 7/8" TJI FLR JST AS PER JOIST LAYOUTS
FAMILY / DINING
il ra
ha
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.
4
2-15M CONT. AS NOTED ON PLAN
SUPPORTED WALL SECTION KITCHEN
5
8" TYPE "X" GYPSUM BOARD ON BOTH SIDES CONTINUOUS TO UNDERSIDE OF FLOOR SHEATHING (HATCHED AREA)
F.R.R WALL DETAIL VENTED ALUM. SOFFIT
-5
3
SUBFLOOR
112" CONC. TOPPING
TYPE "X" GYPSUM BOARD (FIN. AS PER OWNER)
FAMILIY / DINING NOTCH OUT 21" TYPE "X" GYPSUM BOARD FOR FLOOR JOISTS
BASEMENT FLOOR: 5
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
-METAL FURRING CHANNELS SPACED 600mm O.C. -15.9mm (58") TYPE X GYPSUM BOARD
8"
TYPE "X" GYPSUM BOARD AGAINST SEPARATION WALL
INTERIOR PARTITIONS ( 1 hr FRR): - 1/2" GYPSUM BOARD (BOTH SIDES) - 2 x 4 STUDS @ 16" O.C. - INSUALTED CAVITY
4
8"
- 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
- BUILT-IN GUTTER - 2 x 12 FASCIA BOARD - METAL SOFFIT WITH 2" CONTINUOUS SCREENED VENT
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.
7
2
FOUNDATION WALLS:
DETAIL AT 'A'
- 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
5
MASTER BED ROOM
CLOSET
FLOORING 1 1/2" LT. WT. CONC. TOPPING RADIANT FLOOR HEATING 3/4" PLYWOOD T&G (GLUED & SCREWED) 11 7/8" TJI FLR JST AS PER JOIST LAYOUTS
BED ROOM
WASH ROOM
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. (or as per engg.)
PRE. ENGG. BEAM AS PER SUPPLIER
4
F.R.R. CEILING DETAIL 4" THICK CONC SLAB, 6 MIL POLY COMPACTED SAND
112" CONC. TOPPING
BAR
LIVING
BED ROOM
BED ROOM
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
UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM
section at scale: 14" = 1'-0"
B
SECOND FL. LVL. 76.54
MAIN FIN. FL. LVL. 73.12 AVE. GRADE. LVL. 72.40 3'-5"
EAVES:
3
10'-03 4" [3.07m]
2
U/S CEILING LVL. 79.30
MAIN 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
6
6'-914" [2.06m]
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
3'-9"
- ROOF FINISH: 210 # ASPHALT SHINGLES ROOF - STARTER STRIP - 716" OSB SHEATHING c/w. H. CLIPS - PREFAB. ENG. TRUSSES @ 24" O.C. - R-50 BATT INSULATION - 6 MIL. POLY. V.B. - 5/8" DRYWALL FIN.
3'-9"
FLOOR JOIST
30 MIN. F.R.R. ASSEMBLY DETAIL 5
A-6/7
MEAN ROOF LVL. 81.36
SECTIONAL DETAILS AND SPECIFICATIONS: ROOF:
A
11'-23 4" [3.42m]
SCALE: NTS
UNDISTURBED SOIL UNDER THE S.O.G AND PILE FOUNDATION
6'-914" [2.06m]
A
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
FND. WALL OPENING DETAIL
scale: 14" = 1'-0"
AVE. GRADE. LVL. 72.40
9'-03 4" [2.76m] 29'-5" [8.97m]
CONCRETE WALL
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 FIN. FL. LVL. 73.12
ROOF RIDGE LVL. 83.42
1'-2" [0.36m]
2 - 15M (TYP.) EXTEND 12" BEYOND OPENING E/S.
2 - 15M BARS FULL HEIGHT @ E/S. WINDOW JAMB
1
6
2'-414" [0.72m]
2" MIN.
4" THICK CONC SLAB, 6 MIL POLY COMPACTED SAND
section at
WINDOW OPENING
BED ROOM
HALLWAY
6" MIN.
2" MIN.
8" MIN. CONC. LINTEL
1'-0"
7
2'-414" [0.72m]
112" CONC. TOPPING
5
MAIN FLOOR
SECOND FL. LVL. 76.54
10'-03 4" [3.07m]
PRE. ENGG. BEAM AS PER SUPPLIER
ON PLAN
AS NOTED
4"Ã&#x2DC; PERIMETER DRAIN TILE WITH DRAIN ROCKS
2
5
HALL WAY
15M @ 15" o.c. 8"
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
15# FELT SIMPSON POST CAP OR EQUIVALENT (N.I.C)
8" ANCHOR BOLT @ 48" o.c. (MAX. OF 1 PLATE UNDER JOIST.)
VERTICAL STEEL = 'A' (ALTERNATE HOOKS)
40 YEARS QUALITY SHAKE PROFILE ASPHALT SHINGLES WITH A RAISED RIDGE CAP 1x4 STRAPPING BUILDING PAPER ENGG. TRUSSES
POST AS PER PLAN
EXTERIOR WALL CONSTRUCTION
2" FROM GARAGE SLAB OR SIDEWALK 8" MIN. FROM FINISH GRADE
1
CRAWL SPACE
B-6/7
CLIENT:
UNDISTURBED SOIL UNDER THE S.O.G AND PILE FOUNDATION
SHEET TITLE:
MR.SHAMA GILL PROJECT: CIVIC ADDRESS: 9679 - 133A Street, SURREY ,BC LEGAL DESCRIPTION: LOT 12 SEC 34 B5N R2W NWD PLAN 13549
SECTIONAL DETAIL
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
2220
DATE:
NOV. 2015
FILE NO.
SCALE:
1/4"=1'-0"
V11
SHEET NO:
A-6/9
3'-6" [1.07m]
7'-6" TO 8'-0"
BEAM AS PER PLAN
11'-23 4" [3.42m]
0"
6'-914" [2.06m]
0"
6'-914" [2.06m]
LESS THAN 7'-6"
9'-03 4" [2.76m] 29'-5" [8.97m]
B
1'-2" [0.36m]
A
3" CLR.
NET BACKFILL HT.
NOTE: 1. REBAR TO BE 230 MPa MINIMUM. 2. CONCRETE TO BE 20 MPa MINIMUM. 3. BACKFILL NOT TO EXCEED 20 KN/ cubic METER
24"
ROOF RIDGE LVL. 83.42
MAIN FL. CONSTRUCTION
BUILDING SPEC. LIST: 1. ROOF (TRUSS):
9. FOUNDATION:
12
10. DRAINAGE:
2. CEILING: 6. INTERIOR WALL:
11. STAIRS: 3. ROOF (RAFTERED):
7. UPPER FLOOR:
12. BEARING WALL
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
4
5. EXTERIOR WALL:
4. FASCIA:
13. CRAWL SPACE:
8. FLOOR SLAB:
4
12
UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM
12
E. P.E EL. 7 L. 7 2.5 2.5 5 5
.50 72 2.55 . L E.E EL. 7 P.
3
0 2.4 55 7 L. 2. P.E EL. 7 E.
CLIENT:
12
3
P.E E.EL L. 72. . 72 40 .55
8 2.4 . 7 2.55 L E P. L. 7 E.E
SHEET TITLE:
MR.SHAMA GILL PROJECT: CIVIC ADDRESS: 9679 - 133A Street, SURREY ,BC LEGAL DESCRIPTION: LOT 12 SEC 34 B5N R2W NWD PLAN 13549
GARAGE DETAIL
12
.55 72 2.55 . L 7 E.E .EL. P
.50 72 55 L. 2. E.E EL. 7 P.
P. E.E EL. 7 L. 7 2.4 2.5 8 5
3
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
2220
DATE:
NOV. 2015
FILE NO.
SCALE:
1/4"=1'-0"
V11
SHEET NO:
A-7/9
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.SHAMA GILL PROJECT: CIVIC ADDRESS: 9679 - 133A Street, SURREY ,BC LEGAL DESCRIPTION: LOT 12 SEC 34 B5N R2W NWD PLAN 13549
ENERGY DETAIL
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
2220
DATE:
NOV. 2015
FILE NO.
SCALE:
1/4"=1'-0"
V11
SHEET NO:
A-8/9
GRID
GRID
HEADER
EFFECTIVE RSI - 3.99 REFER TO W-1/ A-501 FOR EXTERNAL WALL ASSEMBLY DETAIL EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6
SEAL POLYETHYLENE (A.B. & V.B.) TO HOUSEWRAP (A.B.) 1/2"CONTROL JOINT FLOOR FINISH ON C/W CAULK AND ROD CONCRETE TOPPING
MIN. 3/8" GAP BETWEEN WINDOW & 1X2 STRAPPING
EFFECTIVE RSI - 4.06 REFER TO W-1/ A-501 FOR EXTERNAL WALL ASSEMBLY DETAIL EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6
4" ADHERED FLASHING MEMBRANE
INTERIOR
EXTERIOR
4" FLANGE 6
100 mm (4")
FLOOR FINISH ON CONCRETE TOPPING
SHEATHING PAPER BEHIND FLASHING AND INTO WINDOW OPENING INSECT SCREEN
MIN. 2% SLOPE TO DRAIN SEALANT JOINT AT VENT DUCT TO HOUSEWRAP (A.B.)
2"CONTINUOUS FLANGE AT PERIMETER OF HOOD
STUD @ 16" O.C
2"
2
4" FLANGE
ROD AND SEALANT
SEALANT OR GASKET (A.B.) BATT INSULATION POLYETHYLEN (V.B.) STAPLED IN PLACED
1 MIN 2"
BLDG. PAPER 2X10 FLOOR JOISTS
4.06
23.03
SEAL POLYETHYLENE (V.B.) TO SHEATHING PAPER (A.B.)
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.)
EFFECTIVE RSI / R VALUE OF ENTIRE ASSEMBLY
2a
2 SEALANT OR GASKET (A.B.)
EFFECTIVE RSI - 4.06 REFER TO W-1/ A-501 FOR EXTERNAL WALL ASSEMBLY DETAIL EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6
R 0.17 0.62 6.00 0.00 0.62 14.49 0.00 0.45 0.00 0.68
EFFECTIVE RSI / R VALUE OF ENTIRE ASSEMBLY
12mm (1/2")
SEAL POLYETHYLENE (A.B. & V.B.) TO HOUSEWRAP (A.B.)
1X2 STRAPPING
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 )
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.)
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"
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
25.4mm (1")
RSI 0.03 0.11 1.06 0.00 0.11 2.55 0.00 0.08 0.00 0.12
WALL ASSEMBLY COMPONENTS (W/ STUCCO CLADDING) 1 EXTERIOR AIR FILM 3 " STUCCO FIN. 2 4 3 EXTERNAL 1.5" RIGID MINERAL FIBRE INSUL. R-6 4 ASPHALT IMPREGNATED PAPER2 5 1/2″ (12.7 MM) PLYWOOD SHEATHING 6 2×6 FRAMING FILLED WITH R22 BATT @ 16″ O.C. 7 POLYETHYLENE 8 1/2″ (12.7 MM) GYPSUM BOARD 9 FINISH: 1 COAT LATEX PRIMER AND LATEX PAINT 10 INTERIOR AIR FILM
SHEATHING PAPER TO LAP METAL FLASHING
ROD AND SEALANT 1
WALL ASSEMBLY COMPONENTS (W/ NINYL CLADDING) 1 EXTERIOR AIR FILM 2 VINYL SIDING (NO AIR SPACE) 3 EXTERNAL 1.5" RIGID MINERAL FIBRE INSUL. R-6 4 ASPHALT IMPREGNATED PAPER 5 1/2″ (12.7 MM) PLYWOOD SHEATHING 6 2×6 FRAMING FILLED WITH R22 BATT @ 16″ O.C. 7 POLYETHYLENE 8 1/2″ (12.7 MM) GYPSUM BOARD 9 FINISH: 1 COAT LATEX PRIMER AND LATEX PAINT 10 INTERIOR AIR FILM VALUES ADOPTED FROM CANADIAN WOOD COUNCIL
4"
EFFECTIVE RSI - 3.99 REFER TO W-1/ A-501 FOR EXTERNAL WALL ASSEMBLY DETAIL EXTERNAL WALL W/1.5" RIGID MINERAL FIBRE INSUL. R-6
RSI / R VALUE CALCULATIONS FOR ASSEMBLIES
EFFECTIVE USI VALUE - 1.4 OPERABLE VINYL OR FIBERGLASS FRAME LOW ENERGY, DBL. GLAZED TEMP. GLASS W/ SLOPED SILL WEATHER STRIPPING
GRID
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.SHAMA GILL PROJECT: CIVIC ADDRESS: 9679 - 133A Street, SURREY ,BC LEGAL DESCRIPTION: LOT 12 SEC 34 B5N R2W NWD PLAN 13549
GENERAL DETAIL
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
2220
DATE:
NOV. 2015
FILE NO.
SCALE:
1/4"=1'-0"
V11
SHEET NO:
A-9/9