BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
ZONING: RS-3
= 3300.00 SQFT
= 330.00 SQFT
= 2872.00 SQFT 37.45%
= 2190.00 SQFT = 139.00 SQFT = 330.00 SQFT = 5.00 SQFT = 208.00 SQFT
1518.7869 square
PERPOSED 70%
UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM
PERMITTED 50%
BASEMENT IN GROUND:
TOTAL FRONT = 1518.00 SQ.FT PERMITTED=50%= 759.00 SQ.FT. PROPOSED FRONT DRIVEWAY & WALKWAY 639+73 = 712.00 SQFT TOTAL = 712.00 SQ.FT (46.90%)
PAVED AREA:
208. 00 SQ.FT 124.00 SQFT 3710.00 SQ.FT (48.37%)
4R.@ 7 1/4" 3T.@ 10"
DN
F.G. 202.73' N.G. 202.23'
10'-012" [3.06m]
F.G. 202.95'
F.G. 202.26'
MR.Paramjit Virk
116'-212" [35.42m]
24'-3" [7.39m]
PEAK HEIGHT LVL. 233.95 49.37 BASEMENT LVL. AVE. NAT. GR. LVL. 61.79 SECOND FLOOR LVL. 215.72' MAIN FLOOR LVL. 205.47'
LINE OF UPPER FLOOR
N.G. 61.83 F.G. 61.86
AT FRONT F.G. 61.89
21'-112" [6.44m]
PARKING PAD
(LEGAL SUITE)
N.G. 61.86 F.G. 61.86
3T.@ 10" 4R.@ 7"
LANDSCAPING
26'-8" [8.13m]
21'-6" [6.55m]
SHEET TITLE:
22'-512" [6.84m]
FLOWERING SHRUBS OF MIXED VARIETY MIN.5 GAL POT AND SOD TO STREET
DRIVEWAY PAVED AREA
5% SLOPE DN.
SITE PLAN
66' [20.12m]
PROJECT: CIVIC ADDRESS:3039 -7293 113thST, DELTA, BC LEGAL DESCRIPTION:
CLIENT:
39'-512" [12.03m]
DN
15'-812" [4.79m]
F.G. 61.82 N.G. 61.82
61.86
61.65
7'-212" [2.19m]
= = =
10'-8" [3.25m] 5' [1.52m]
19'-8" [5.99m]
11R.@ 7-1/4" 10T.@ 10"
10'-012" [3.06m]
N.G. 61.65 F.G. 61.80
40' [12.19m]
116'-3" [35.43m]
10'-7" [3.23m]
ACCESSORY BUILDING ENTRY WELL TOTAL
F.G. 202.73' N.G. 201.73'
14'-1" [4.29m]
N.G. 202.23' F.G. 202.73
1'-103 4"
PRINCIPAL BUILDING &GARAGE = 2190.00 SQFT. WALKWAY//DRIVEWAY = 1188.00 SQ.FT. 357+118+73+640
PROPOSED
PERMITTED= 4601.83 SQ.FT.( 60%)
LOT AREA = 7669.717 SQFT
N.G. 201.18' F.G. 202.73'
LANDSCAPING
49'-012" [14.95m] REQU. 12m
PROPOSED TREES
eddie's white wonder dogwood
48'-412" [14.74m]
REAR LAWN SOD MIN 300MM THICK LAYER TOP SOIL
katsura tree
50'-4" [15.34m]
IMPERMEABLE SITE COVERAGE:
TOTAL
PRINCIPAL BUILDING INCLUDING GARAGE PORCH REAR DECK FP ACCESSORY BUILDING
ACTUAL SITE COVERAGE:
SITE COVERAGE: 40% =3067.89 SQFT
BACK GF COV.DECK
PERMITTED(10% OF MAXIMUM FAR): =330.18 SQFT
COVERED OUTDOOR SPACE:-
GARAGE AREA =408 SQ.FT
TOTAL AREA
SECOND FLOOR= 1518.00 SQFT
GROUND FLOOR= 1782.00 SQFT
PROPOSED AREA:
ALLOWABLE F.A.R =3301.83 SQFT
=306.75 SQM (3301.83 SQFT)
712.54 SQM@ .30 =213.75+93
PERMISSIBLE F.A.R
LOT SIZE: =712.54 SQM= 7669.717 SQFT
ZONING: RS3
PROJECT DATA:
LOT AREA: 7663.47 S.F. (711.96 S.M.)
PAVED REAR WALKWAY BETWEEN SHED & HOUSE
LOT 59, SECTION 24, TOWNSHIP 4, NEW WESTMINSTER DISTRICT, PLAN 32173
LINE OF UPPER FLOOR
LEGAL DESCRIPTION:
DN
CIVIC ADDRESS: #7293 113th ST, DELTA, BC
22'-012" [6.72m] Allowed 6.5m
27'-3" [8.31m]
4'-11" [1.50m] AT REAR F.G. 61.97
26'-1112" [8.21m]
PROJECT DATA:
18' [5.49m]
3'-3" [1.00m]
66' [20.12m] 07 '
+2 04 .
MAY. 2016 1/8"=1'-0"
SCALE:
B.M.
G.S.M.
DATE:
CHECKED BY:
DRAWN BY:
V17
FILE NO.
176
PROJECT NO.
1/7
A
SHEET NO:
B 6-7
SPECIFICATIONS AND GENERAL NOTES:
4'-10" 6'-0"
4030RS
26'-4"
10'-0"
4030RS
2668
PROJECT: CIVIC ADDRESS:3039 -7293 113thST, DELTA, BC LEGAL DESCRIPTION:
2'-212"
2820RS
13'-8"
5030RS
7'-0"
WINDOW WELL
15'-9"
6'-8"
2668
10'-0"
5'-212"
10'-0" 20'-0"
9'-9"
7'-6"
13'-3"
54'-0"
MAIN FLOOR FLOOR AREA WELL BSMT. SECONDARY SUITE
SHEET TITLE:
MR.Paramjit Virk
WINDOW WELL
36" HIGH HAND DRAIL
2668
3068
15R.@ 7-1/4" 14T.@ 10"
2'-612"
3068
UP
2012 BCBC SECTION 9.36 REQUIREMENTS
CLIENT:
46'-1012"
DRAIN
9'-10"
3'-11"
5'-7"
4'-8"
3'-8"
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.
WINDOW WELL
5068 9'-512"
7'-5"
6'-1012"
3. 4. 5. 6. 7.
2'-312"
SOLAR CONDUITES
16'-5"
6'-3"
NOTES FOR ROOF SPACE VENTILATION
WINDOW WELL
9'-712"
2668
5'-412"
2668
5'-1"
A
Inter Connected Door & Frame must have 20 min. fire rated CW self closing
EXTENT OF SUITE1HR. FIRE RATED FOR WALLS AND CLG.
3'-6"
2668
2668
6-7
EXECUTION: EXTEND BOARDS A MINIMUM OF 24" (600MM) BELOW GRADE. 1. SERVICE WATER HEATING SYSTEM SHALL COMPLY WITH 2012 BCBC 9.36.4 2 THE DESIGN AND INSTALLATION OF THE HEATING , VENTILATION & AIR CONDITIONING SYSTEM SHALL COMPLY WITH INSTALL PERIMETER INSULATION USING MECHANICAL FASTENERS OR ADHESIVE. BUTT JOINT TIGHTLY, OFFSET REQUIREMENTS OF 2012 BCBC SECTION 9.36.3. HORIZONTAL AND VERTICAL JOINTS. USE LARGEST POSSIBLE SHEETS TO REDUCE NUMBER OF JOINTS. DO NOT 3. MECHANICAL , ELECTRICAL AND PLUMBING COMPONENTS PLACED WITHIN AN EXTERIOR WALL MUST BE INSULATED BEHIND TO THE EFFECTIVE THERMAL RESISTANCE SPECIFICATION SECTION 9.36.2.6. & 9.36.2.8. USE CHIPPED OR CRACKED INSULATION BOARDS. 4. CONSTRUCTION OF AIR BARRIER DETAILS SHALL COMPLY WITH 2012 BCBC 9.36.2.10. PROTECT INSULATION WITH PRESSURE TREATED PLYWOOD AND PRE FINISHED METAL CAP FLASHINGS. 5. THE LEAKAGE OF AIR INTO AND OUT OF CONDITIONED SPACES SHALL BE CONTROLLED BY CONSTRUCTING A INSULATION IN CAVITY WALLS: APPLY INSULATION IN CAVITY WALLS USING IMPALE TYPE CLIPS. FASTEN BOARDS CONTINUOUS AIR BARRIER SYSTEM AS SPECIFIED BCBC 9.36.2.9. 6. WALLS AND CEILINGS SEPARATING CONDITIONED SPACE FROM ATTACHED GARAGE ARE TO COMPLY WITH EFFECTIVE WITH A MINIMUM OF (4) FASTENERS PER 24" X 48" (600MM X 1200MM) BOARD. THERMAL RESISTANCE MINIMUM AS SPECIFIED IN SECTION 9.36.2.6. & 9.36.2.8. (EVEN IF GARAGE IS HEATED AND INSULATED) BATT INSULATION: INSTALL FULL WIDTH AND LENGTH BETWEEN STUDS AND FRAMING MEMBERS TO FIT SNUGLY WITHOUT BUCKLING, CREASING OR CRUSHING AS PER REQUIREMENTS OF BCBC 2012 SECTION 9.36.2.5. IN WALLS, INSTALL LOWER BATT FIRST; UPPER BUTT INSTALLED TO BUTT WITH THE FIRST AND ANY EXTRA LENGTH OF INSULATION TRIMMED AT TOP AS PER REQUIREMENTS OF BCBC 2012 SECTION 9.36.2.5. FIT INSULATION TIGHT TO ELECTRICAL BOXES, PLUMBING AND HEATING PIPES AND DUCTS, AROUND EXTERIOR DOORS AND WINDOWS AND OTHER PROTRUSIONS AS PER REQUIREMENTS OF BCBC 2012 SECTION 9.36.2.5. INSTALL INSULATION IN CONTINUOUS CONTACT WITH INTERIOR SHEATING AS PER REQUIREMENTS OF BCBC 2012 SECTION 9.36.2.5. ACCESS HATCHES: INSULATE ACCESS HATCHES TO THE SAME R VALUE AS THE ASSEMBLY IN WHICH THEY OCCUR.
UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM
6030RS
6068
7'-012"
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.
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.
FIRE RATED, SOLID CORE, WEATHER STRIPPED, SELF CLOSING DOOR
1'-8"
SECTION 07200
SECTION 07300
1. 2.
3068
2668
6'-11"
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.
11R.@ 7-1/4" 10T.@ 10"
4040RS
FIRE RATED, SOLID CORE, WEATHER STRIPPED, SELF CLOSING DOOR
2668
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
2836RS 3068
6030RS
ROUGH CARPENTRY
WINDOW WELL
WINDOW WELL
SECTION 06100
UP
2040RS
WINDOW WELL
13 - PROVIDE FLASHING BETWEEN HORIZONTAL INTERSECTION OF DIFFERING WALL FINISHES.
f.d.
20'-0"
DWELLING SECURITY AS PER BCBC 2012 # 9.6.8
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.
11'-33 4"
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.
4'-7"
15'-113 4"
SECTION 07270
5'-103 4"
ENGINEERED ROOF TRUSS DESIGN REQUIRED PRIOR TO INSTALLATION. PROVIDE 8" CLEARANCE BETWEEN GRADE AND SIDING.
3'-914"
2'-0"
WATERPROOF WALLBOARD REQUIRED AS TILE BASE AROUND TUBS AND SHOWERS AS PER BCBC 9.29.10.4. CEILING AND WALLS TO HAVE 6 mil U.V.POLY FULLY CAULKED AS PER 2012 BCBC 9.25.2.3 5/8" DRYWALL REQUIRED TO CEILING MEMBERS AT 24" O.C. AS PER 2012 BCBC 9.29.5.3. PROVIDE 5" GRAVEL AS PER BCBC 9.14.4.2 AND 6 mil U.V.POLY AS PER 2012 BCBC 9.13.6 UNDER SLAB 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 2012 BCBC 9.10.13.15. THICKEN SLAB AT GARAGE ENTRY AS PER STRUCTURAL DRAWINGS. HEATING SYSTEM IS RADIANT HEAT FOR ALL FLOORS
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
GENERAL NOTES
VAPOR BARRIER / VAPOR RETARDER TO BE INSTALLED AS PER REQUIREMENTS OF BCBC 2012 SECTION 9.36.2.9 & 9.36.2.10. PRODUCT: MATERIAL TO CONFORM TO CAN2-51.33-M80, TYPE II, 6 MIL IN WALLS. EXECUTION: APPLY VAPOR BARRIER TO WARM SIDE (INTERIOR SIDE) OF INSULATED WALLS. INSTALL VAPOR BARRIER TO PROTECT THE ENTIRE WALL SURFACE, INCLUDING FRAMING MEMBERS. APPLY VAPOR BARRIER HORIZONTALLY TO WALLS. LAP JOINTS MINIMUM OF 4" (100MM). SEAL TO FRAMING WITH ADHESIVE OR PRESSURE SENSITIVE TYPE. SEAL VAPOR BARRIER RETARDER TO PENETRATIONS.
22'-0"
SOFFITS: VENTED HARDISOFFIT
5'-8"
11'-512" 5'-012"
5'-212"
WINDOW TRIMS: HARDITRIM
6'-612"
4'-10"
EXTERIOR WINDOWS: ALUMINUM CLADDED WOOD FRAME OR VINYL FRAME
2'-312"
9'-1114"
24'-3"
2. EXTERIOR WALL FINISH: FINISH STUCCO , NATURAL OR CULTURED STONE
30'-212" 4'-712"
12'-4" 10'-012"
46'-3"
ROOF FINISH: ASPHALT SHINGLE
SECTION 07200
46'-3"
EXTERIOR BUILDING FINISH MATERIALS:
54'-0"
BASEMENT FLOOR PLAN
=1782 SQFT = 124 SQFT = 766 SQFT
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
176
DATE:
MAY. 2016
FILE NO.
SCALE:
1 " 4
= 1'-0"
V17
SHEET NO:
A
2/7
B 6-7
B 6-7
53'-11" 34'-1014"
12'-612" 12'-612"
3'-312"
4'-0"
5'-13 4"
4'-0"
6'-7" 6'-612"
13'-2"
5'-3" 16'-53 4"
DN
4R.@ 7 1/4" 3T.@ 10"
54'-0"
6'-612" 10'-012"
10'-814"
3'-3"
2'-912"
6'-8"
2'-612"
6'-8"
6430RS
2640RS
4020RS
8'-312"
2868
2668
7'-312"
2830RS 6'-2"
23'-1"
2830RS
3'-0"
2'-214" 1'-3"
2830RS
5'-312"
3'-012"
8040RS
1'-0" 6'-11"
4'-012"
6480RS
3'-612"
2'-03 4"
5'-012"
8066RS
12'-1012"
13'-9"
2668
6'-114" 5'-10" 6'-312"
2668
5080
8'-912" 10'-10"
5'-23 4"
8'-812"
5'-23 4"
19'-2"
7'-6"
13'-0"
42" HIGH GUARD RAIL
MAIN FLOOR
16080
UPPER FLOOR
DN 1'-6"x1'-6" base with stone cladding 4R.@ 7" 3T.@ 10"
10'-0"
10'-0" 20'-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
4'-914"
5'-23 4" 10'-0"
6'-1114"
6'-9" 20'-53 4"
FLOOR AREA GARAGE AREA NET AREA
=1782 SQFT = 408 SQFT =1782.00 SQFT
ENTRY PORCH GF BACK COV.DECK
= 139 SQFT = 416 SQFT
SHEET TITLE:
MR.Paramjit Virk PROJECT: CIVIC ADDRESS:3039 -7293 113thST, DELTA, BC LEGAL DESCRIPTION:
GROSS AREA =1693 SQFT OPEN TO BELOW = 108 SQFT (10 SQM) STAIR AREA = 67 SQFT NET AREA =1518 SQFT
6'-912"
CLIENT:
5'-8"
5'-8"
42"GUARD RAIL
18'-812" 14'-512"
3'-412"
2668
2668 21'-612"
2840RS
36" HIGH HAND DRAIL
15'-1"
1'-0"
2668
- 4" CONCRETE - 6 MIL POLY - 5" GRANULAR COMPACTED BASE - MIN. 2" SLOPE TO ENTRANCE
12'-0"
DN
SOLAR CONDUITES
26'-3"
20'-714"
5'-512"
3'-212"
4'-1" 6'-0"
3068
9'-7"
SOLID CORE DOOR C/W WEATHER STRIP & SELF CLOSURE
10'-0"
2668
6'-1112" 10'-612"
10'-612" 40'-0"
7'-8"
2880
46'-3"
8'-412"
ATTIC ACCESS
2830RS
UP 5'-9"
2'-012"
17R.@ 7-1/4" 16T.@ 10"
2668
5'-1"
17R.@ 7-1/4" 16T.@ 10"
3068
5'-4"
13'-9" 13'-9" 2'-0"
2880
DN
36" HIGH HAND DRAIL
3'-612"
4'-112"
4'-4"
2668 3'-9"
2668
15R.@ 7-1/4" 14T.@ 10"
2'-0"X4'-0" SKYLIGHT
5068
3'-6" HIGH GUARD RAIL
SOLAR CONDUITES
6'-33 4"
7'-2"
2668
6'-712"
2840RS
DRAIN
9'-10"
2668
2668
3'-812"
2668
5'-812"
2668 10'-912"
9'-5"
13'-9"
6040RS
FIREPLACE
2830RS
7'-112" 6'-4"
13'-512" 6-7
1'-0"
6-7
6068
A
22'-0"
BUILDING - INTERIOR DESIGNERS
A
2668
2868
2868
15'-112"
4'-4"
2'-8"
6430RS
5'-612"
2026RS
3030RS
2668
2868
2668
2868
10'-612"
2848.
2668
2848.
6'-8"
1'-0"
2640RS
5'-612"
6'-412"
2'-10"
6'-912"
2848.
13'-012"
6430RS
4'-0"
11R.@ 7-1/4" 10T.@ 10"
SLOPE @ 2%
UDC DESIGN CENTER LTD
9'-1012"
1'-0"
5'-412"
13'-4"
8'-3"
16'-812"
DN
4'-112"
8'-614"
MAIN & UPPER FLOOR PLAN
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
176
DATE:
MAY. 2016
FILE NO.
SCALE:
V17
SHEET NO:
A
3/7
PEAK HEIGHT LVL.
71.26
12
6
10'-2" [3.10M]
MATERIAL LEGEND MATERIAL 12
6
QUALITY ASPHALT SHINGLE ROOF IN SHAKE PROFILE
BLACK
INTEGRAL #09515409
U/S CEILING LVL. 2 STUCCO LIGHT BROWN COLOR
31'-012" [9.46M]
8'-03 4" [2.46M]
FINISH/PRODUCT
STONE CLADDING
ORIENTAL BLACK
STUCCO
LIGHT BROWN
5 12
6
3 12
6
SECOND FLOOR LVL.
10'-0" [3.05M]
10'-23 4" [3.12M]
TRIM
62.65
6470RS
9'-03 4" [2.76M]
59.89
OFF WHITE
FASICA
6
LIST OF MATERIALS
8
MAIN FLOOR LVL. N.G. 61.86 F.G. 61.86
61.79
OFF WHITE
4
7
N.G. 61.83 N.G. 61.86
AVE. NAT. GR. LVL.
BASEMENT LVL. PEAK HEIGHT LVL.
71.26
FRONT / EAST ELEVATION
1.
ASPHALT SHINGLE 40 YRS - IKO CAMBRIDGE, DUAL BLACK
2.
BUILT-IN GUTTER - METAL SOFFIT WITH 2" CONTINUOUS SCREENED VENT
3.
1 x 8 ON 2" X 10" FASCIA BOARD
4.
1" X 4" WOODEN TRIM
5.
STUCCO
6.
ALUMINUM FRAMED WINDOW AND PATIO DOOR
7.
WOODEN EXTERIOR DOOR
8.
STONE
9.
CEDAR SHAKE SIDING
10'-2" [3.10M]
SCALE: 14" = 1'-0"
MAX. ALLOWED PERCENTAGE & AREA OF
10% 1005.35 x 10%=100.54 S.F. (9.34 S.M.)
PROVIDED PRECENTAGE & AREA OF
65.7
6
U/S CEILING LVL.
31'-012" [9.46M]
1.52 M (5.00')
LIMITING DISTANCE
UNPROTECTED OPENING IN EXTERIOR WALLS
8'-03 4" [2.46M]
64.89 SQ.M (698.50 SQ.FT.)
AREA OF EXPOSING BUILDING FACE
12
68.16
RIGHT ELEVATION
DESCRIPTION
12
4
SECOND FLOOR LVL.
6.84 SQ.M (55.33 SQ.FT.)
UNPROTECTED OPENING IN EXTERIOR WALL
698.50 21
21
62.65 2.5
1.5
2
2
RIGHT / NORTH 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
STUCCO LIGHT BROWN COLOR
10'-23 4" [3.12M]
5
MAIN FLOOR LVL.
61.79
AVE. NAT. GR. LVL.
59.89
BASEMENT LVL.
9'-03 4" [2.76M]
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
COLOUR
1
68.16
65.7
DESCRIPTION
CLIENT:
N.G. 61.83 N.G. 61.86
N.G. 61.65 N.G. 61.80
SHEET TITLE:
MR.Paramjit Virk PROJECT: CIVIC ADDRESS:3039 -7293 113thST, DELTA, BC LEGAL DESCRIPTION:
FRONT & SIDE ELEVATION
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
176
DATE:
MAY. 2016
FILE NO.
SCALE:
V17
SHEET NO:
A
4/7
PEAK HEIGHT LVL.
71.26
6
10'-2" [3.10M]
12
12
U/S CEILING LVL.
STUCCO LIGHT BROWN COLOR
12
4
SECOND FLOOR LVL.
10'-23 4" [3.12M]
65.7
31'-012" [9.46M]
8'-03 4" [2.46M]
68.16
MAIN FLOOR LVL.
62.65
F.G. 61.82 N.G. 61.82
61.79
9'-03 4" [2.76M]
AVE. NAT. GR. LVL. 2840RS
BASEMENT LVL.
59.89
3068
REAR / WEST ELEVATION
3068
PEAK HEIGHT LVL.
71.26
10'-2" [3.10M]
SCALE: 14" = 1'-0"
12
6
U/S CEILING LVL.
68.16
8
24
65.7 24
31'-012" [9.46M]
8
8'-03 4" [2.46M]
STUCCO LIGHT BROWN COLOR
SECOND FLOOR LVL.
10.67
10'-23 4" [3.12M]
10.67
3.25
DESCRIPTION
AREA OF EXPOSING BUILDING FACE
LEFT ELEVATION
93.40 SQ.M (1005.35 SQ.FT.)
62.65
PROVIDED PRECENTAGE & AREA OF
10% 1005.35 x 10%=100.54 S.F. (9.34 S.M.)
91.84 SQ.F (8.53 SQ.M.)
UNPROTECTED OPENING IN EXTERIOR WALL
59.89
UNIT # 202, 7750 128 STREET SURREY BC, V3W0R6 TEL: 778-858-8794 FAX:604-593-5864 EMAIL: UDCDESIGN @HOTMAIL.COM WEB: WWW.UDCDESIGNS.COM
N.G. 61.86 F.G. 61.86
F.G. 61.82 N.G. 61.82
61.79 MAX. ALLOWED PERCENTAGE & AREA OF UNPROTECTED OPENING IN EXTERIOR WALLS
MAIN FLOOR LVL.
2.19 M (7'-2 1/2")
LIMITING DISTANCE
9'-03 4" [2.76M]
BUILDING - INTERIOR DESIGNERS
N.G. 61.65 F.G. 61.80
5040RS
UDC DESIGN CENTER LTD
6
AVE. NAT. GR. LVL.
LEFT / SOUTH ELEVATION SCALE: 14" = 1'-0"
BASEMENT LVL.
CLIENT:
SHEET TITLE:
MR.Paramjit Virk PROJECT: CIVIC ADDRESS:3039 -7293 113thST, DELTA, BC LEGAL DESCRIPTION:
REAR & LEFT ELEVATIONS
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
176
DATE:
MAY. 2016
FILE NO.
SCALE:
V17
SHEET NO:
A
5/7
DUROID ROOF BUILDING PAPER ON 12" PLYWOOD ENG.TRUSSES @24" O/C R-40 BATT INSULATION 6 MIL POLY V.B. (LAPPED JOINTS,SEAL ELECT. OUTLETS) (WARM SIDE) 5 8" GYPSUM BOARD BUFFLES 2" CLEAR FROM TOP
PEAK HEIGHT LVL. 1
ATTIC VENTILATION AS PER BUILDINGCODE A/300 OF INSULATED CEILING AREA MIN. 25% OF VENTING @TOP & 25% @ BOTTOM
10'-2" [3.10M]
6
12
SUPPORTED WALL (10M BAR) NET BACKFILL HT.
A
B
LESS THAN 7'-6"
0"
0"
7'-6" TO 8'-0"
18"
20"
8'-1" TO 9'-0"
14"
20"
9'-1" TO 10'-0"
12"
20"
5 8" ANCHOR BOLT @ 48" o.c. (MAX. OF 1 PLATE UNDER JOIST.)
8'-03 4" [2.46M]
31'-012" [9.46M]
2 SECOND FLOOR LVL.
GARAGE SLAB OR FINISHED GRADE
112" CONC. TOPPING
5
VERTICAL STEEL = 'A' (ALTERNATE HOOKS) MAX. COVER 2" HORIZONTAL STEEL = 'B' (LAP JOINTS 18" MINIMUM)
ANCHOR BOLTS @ 36" O.C.(TYOP)
MAIN FLOOR LVL.
62.65
TYPE "X" GYPSUM BOARD AGAINST SEPARATION WALL
DETAIL AT 'A'
8"
112" CONC. TOPPING
-METAL FURRING CHANNELS SPACED 600mm O.C. -15.9mm (58") TYPE X GYPSUM BOARD
8"
5 4"Ø PERIMETER DRAIN TILE WITH DRAIN ROCKS
F.R.R. CEILING DETAIL
2-15M CONT.
9'-03 4" [2.76M]
61.79
AVE. NAT. GR. LVL.
AS NOTED ON PLAN
2-15M CONTINUOUS
SUPPORTED WALL SECTION PEAK HEIGHT LVL.
71.26 DAMPROOFING
6
BASEMENT LVL.
12
10'-2" [3.10M]
59.89
DRAIN TILE 2-15M CONTINUOUS
SECTION at A SCALE: 14" = 1'-0"
6
U/S CEILING LVL.
68.16
2
- 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.
EAVES:
- 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
SECOND FLOOR LVL.
6
BASEMENT FLOOR: - FINISH FLOOR: TO OWNERS SPEC'S - 0'-6" CONC. SLAB - 10 GA 6 x 6 WIRE MESH - 6 MIL. POLY. V.B. - R-10 RIGID INSULATION - MIN. 12" COMPACTED GRANULAR FILL
INTERIOR PARTITIONS ( 1 hr FRR):
4
TYP.CELLAR FLR. ASSEMBLY 1 " GYPSUM BOARD 2 FLR. JOINTS @ 16" o.c. AS ER STRUC. ENG. 5 " T&G PLYWOOD SUBFLOOR 8 RADIANT HEATING PIPES ON WIRE MESH 1- 12" LIGHT WEIGHT CONC. TOPPING FLOOR FINISH
112" CONC. TOPPING
FOUNDATION WALLS: - 2 x 6 SILL PLATE - 8" CONC. FOUNDATION WALL - 2 COATS OF ASHPALT EMULSION TO EXTERIOR FACE - 2 - 15M T & B, 10M @16" O.C E/W.1.F UP TO GRADE
62.65
MAIN FLOOR LVL.
61.79
AVE. NAT. GR. LVL.
9'-03 4" [2.76M]
7
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.
12
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
59.89
7 7
7
6
- 1/2" GYPSUM BOARD (BOTH SIDES) - 2 x 4 STUDS @ 16" O.C. - INSUALTED CAVITY
4
65.7
112" CONC. TOPPING
- 5 8" TYPE "X" GYPSUM BOARD (FIN. AS PER OWNER)
- BUILT-IN GUTTER - 2 x 12 FASCIA BOARD - METAL SOFFIT WITH 2" CONTINUOUS SCREENED VENT
3
MAIN FLOOR (1 hr FRR):
5
2
8'-03 4" [2.46M]
5
10'-23 4" [3.12M]
ROOF:
4
1
TYP.CELLAR FLR. ASSEMBLY 1 " GYPSUM BOARD 2 FLR. JOINTS @ 16" o.c. AS ER STRUC. ENG. 5 " T&G PLYWOOD SUBFLOOR 8 RADIANT HEATING PIPES ON WIRE MESH 1- 12" LIGHT WEIGHT CONC. TOPPING FLOOR FINISH
5
SECTIONAL DETAILS AND SPECIFICATIONS:
31'-012" [9.46M]
3
BUILDING - INTERIOR DESIGNERS
8"
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(58") TYPE X GYPSUM BOARD
15M @ 15" o.c.
AS NOTED
5
24"
F.R.R WALL DETAIL
NOTCH OUT 21" TYPE "X" GYPSUM BOARD FOR FLOOR JOISTS
4" CONC. SLAB ON 6 MIL. POLY. V.B. ON 6" COMPACTED GRANULAR FILL
8" REINFORCED CONCRETE FOUNDATION WALL
TYP.CELLAR FLR. ASSEMBLY GYPSUM BOARD FLR. JOINTS @ 16" o.c. AS ER STRUC. ENG. 5 " T&G PLYWOOD SUBFLOOR 8 RADIANT HEATING PIPES ON WIRE MESH 1- 12" LIGHT WEIGHT CONC. TOPPING FLOOR FINISH
8" TYPE "X" GYPSUM BOARD ON BOTH SIDES CONTINUOUS TO UNDERSIDE OF FLOOR SHEATHING (HATCHED AREA)
SUBFLOOR
ON PLAN
10'-23 4" [3.12M]
APPLY DAMPROOFING AS REQ. BY N.B.C. SECT.9-13
1" 2
5
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
TYP.CELLAR FLR. ASSEMBLY 1 " GYPSUM BOARD 2 FLR. JOINTS @ 16" o.c. AS ER STRUC. ENG. 5 " T&G PLYWOOD SUBFLOOR 8 RADIANT HEATING PIPES ON WIRE MESH 1- 12" LIGHT WEIGHT CONC. TOPPING FLOOR FINISH
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
1
UDC DESIGN CENTER LTD
65.7
4
FLOOR JOIST
W1(C): -38mm(121")X 89mm(312") STUDS SPACED 400mm OR 600mm -WITH 89mm THICK ABSORPTIVE MATERIAL -15.9mm(5 8") TYPE X GYPSUM BOARD
TYPICAL FLOOR CONSTRUCTION
2" FROM GARAGE SLAB OR SIDEWALK 8" MIN. FROM FINISH GRADE
3
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
U/S CEILING LVL.
68.16
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
NET BACKFILL HEIGHT
71.26
BASEMENT LVL.
SECTION at B 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.Paramjit Virk PROJECT: CIVIC ADDRESS:3039 -7293 113thST, DELTA, BC LEGAL DESCRIPTION:
REAR & LEFT ELEVATIONS
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
176
DATE:
MAY. 2016
FILE NO.
SCALE:
1 " 4
= 1'-0"
V17
SHEET NO:
A
6/7
19'-8"
UNDER SIDE OF TRUSS EL. = 212.41'
13'-2" 9'
10'-8" 5'-4"
10'-8"
UNDER SIDE OF TRUSS EL. = 212.41'
N.G. 201.18' F.G. 202.73'
N.G. 202.23' F.G. 202.73
F.G. 202.73' N.G. 201.73'
N.G. 201.18' F.G. 202.73'
SHED SLAB EL. = 203.41'
SHED SLAB EL. = 203.41'
NORTH ELEVATION
WEST ELEVATION 19'-8"
NET FLOOR AREA = 208 SQ. FT.
UNDER SIDE OF TRUSS EL. = 212.41'
N.G. 202.23' F.G. 202.73
F.G. 202.73' N.G. 202.23'
9'
9'
13'-2"
UNDER SIDE OF TRUSS EL. = 212.41'
CENTER OF TRUSS EL. = 214.50'
13'-2"
CENTER OF TRUSS EL. = 214.50'
2'-1"
6
12 6
2'-1"
12
ROOF PEAK EL. = 216.58'
2'-1"
ROOF PEAK EL. = 216.58'
2'-1"
SHED
F.G. 202.73' N.G. 202.23'
F.G. 202.73' N.G. 201.73' SHED SLAB EL. = 203.41'
EAST ELEVATION
6
CENTER OF TRUSS EL. = 214.50'
ENGINEERED TRUSSES @24 O.C. BY OTHERS
5 UNDER SIDE OF TRUSS EL. = 212.41'
2'-1"
ROOF PEAK EL. = 216.58'
12
2'-1"
3
CONSTRUCTION SPECIFICATIONS
13'-2"
4 SHED 18'8"X9'8"
2
SHED SLAB EL. = 203.41'
SOUTH ELEVATION
9'
BUILDING - INTERIOR DESIGNERS
UDC DESIGN CENTER LTD
5'-4"
+203.41
CENTER OF TRUSS EL. = 214.50'
13'-2"
2868
6
9'
6040
CENTER OF TRUSS EL. = 214.50'
2'-1"
6 SOLID CORE, WEATHERSTRIP
ROOF PEAK EL. = 216.58'
12
2'-1"
ROOF PEAK EL. = 216.58'
12
2'-1"
11'-8"
2'-1"
8'-0"
1 SHED SLAB EL. = 203.41'
6
1. MAIN FLOOR SLAB -4" CONC. SLAB -6x6 WELDED WIRE MESH -6 MIL. POLY VAPOR BARRIER -6" MIN. COMPACTED SAND (TYPICAL)
4. EAVES
2. EXTERIOR WALLS -HARDI PLANK -#10 BUILDING PAPER -1/2" EXT. GRADE PLYWOOD SHEATHING -2x6 STUDS @ 16" o/c.(U.N.O.) -R20 F.G. BATT INSULATION -6 MIL POLY VAPOR BARRIER U.V.R. -1/2" GYPSUM BOARD
5. ATTIC VENTILATION
-5" ALUM. GUTTER -2x10 FASCIA BOARD -2x4 BACK NAILER -METAL SOFFIT WITH 2" CONT. SCREENED VENTILANT
-2" BAFFLE CLEARANCE WITH INSULATION STOPS 6. FOUNDATION -SEE FOUNDATION DETAIL
3. TRUSS ROOF -ASPHALT SHINGLE -BUILDING PAPER -1x4 STRAPPING -ENGINEERED TRUSSES @ 24" o/c(SEE TRUSS LAYOUT) -R-40 F.G. BATT INSULATION -6 MIL POLY VAPOR BARRIER -5/8" GYPSUM BOARD
SECTION B
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.Paramjit Virk PROJECT: CIVIC ADDRESS:3039 -7293 113thST, DELTA, BC LEGAL DESCRIPTION:
SHED DETAILS
DRAWN BY:
G.S.M.
PROJECT NO.
CHECKED BY:
B.M.
176
DATE:
MAY. 2016
FILE NO.
SCALE:
1 " 4
= 1'-0"
V17
SHEET NO:
A
7/7