13409 56 ave margret erceg

Page 1

302'-43 8" [92.16m] REAR SETBACK 84' [25.60m]

120' [36.58m] 84' [25.60m]

BASKETBALL COURT 4200 SQFT

50' [15.24m]

7'-218" [2.19m] 23'-018" [7.02m]

8'-47 8" [2.56m]

BUILDING - INTERIOR DESIGNERS

9'-63 4" [2.91m]

90' [27.43m]

26'-4" [8.03m]

20'-4" [6.20m]

14'-8" [4.47m]

8'-10" [2.69m]

E.EL.:81.34 P.EL.:91.37

DN

DECK

FIRE PIT PATIO

70'-10" [21.59m] BUILDING DEPTH

E.EL.:81.12 P.EL.:91.37

13409 56 AVE SURREY, BC ROOF RIDGE LVL.: 92.46 MEAN ROOF LVL.: 89.93 U/S CEILING LVL.: 87.40 SECOND FLOOR LVL.: 84.65 MAIN FLOOR LVL.: 81.54 AVG BLDG GRADE: 80.94

E.EL.:80.60 P.EL.:91.37

E.EL.:80.70 P.EL.:91.37 PORCH

30' [9.14m] FRONT SETBACK

UDC DESIGN CENTER LTD

SOCCER FIELD 10800 SQFT

122'-318" [37.26m] LEFT SETBACK

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:

MARGARET ERCEG

35' [10.67m] BUILDING WIDTH

SITE PLAN

8' [2.44m] RIGHT SETBACK

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

1302

DATE:

SEP. 2017

FILE NO.

SCALE:

1/16"=1'-0"

V12

PROJECT: CIVIC ADDRESS: 13409 56 AVE, SURREY, BC LEGAL DESCRIPTION: LOT 52 SECTION 8 TOWNSHIP 2

SHEET NO:

A

1/6


35'-0" 20'-4"

14'-8"

10'-6" 9'-6"

10'-5"

DN 2668

8040RS

15'-1"

11'-1"

3030RS

section-1

8'-2"

64'-3"

21040RS

2668

2'-0"

4'-1"

3068

7'-6"

8'-0"

3'-5"

3068

3068

BUILDING - INTERIOR DESIGNERS

S CO

2'-0"

10'-2"

21068

21040RS

SMOKE ALARM & CARBON MONOXIDE (CO) ALARM

4'-6"

2668

UP

7'-6"

4'-0"

8'-6"

2030RS

6040RS

36'-0"

12'-8"

7'-10"

3468

2668

2668

1'-0"

2'-5"

2668

5068 8040TC

6050TS

6'-7"

UDC DESIGN CENTER LTD

28'-0"

3040RS

16080

20'-9"

10'-4"

3068

E5

DN 1'-0"3'-7"

7'-10"

8'-4" 18'-9"

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:

5'-4"

E5

5'-7"

5'-4" 10'-8"

35'-0"

SHEET TITLE:

MARGARET ERCEG PROJECT: CIVIC ADDRESS: 13409 56 AVE, SURREY, BC LEGAL DESCRIPTION: LOT 52 SECTION 8 TOWNSHIP 2

MAIN FLOOR PLAN

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

1302

DATE:

SEP. 2017

FILE NO.

SCALE:

V12

SHEET NO:

A

2/6


E5

35'-0" 20'-4" 14'-8"

14'-6"

6'-5"

50'-8" 2'-0"

21040RS S

15'-0"

10'-6"

2'-6"

21040RS section-1

6430RS

2668

21068

3'-11"

2'-4"

2668

3030RS

2'-4"

3068

2'-4"

3'-11"

8'-1"

5068

3050RS

8040RS

3'-0"

5'-4" 12'-6"

50'-8"

7'-4"

3050RS

8'-6"

S

2668

BUILDING - INTERIOR DESIGNERS

7'-4"

5'-8"

2668

2'-10"

14'-8"

3'-5"

0"

5'-8"

2668

8'-8"

2668

DN

4'-0"

2668

21'-2"

21068

12'-6"

S

8'-6"

12'-6"

6430RS

7'-1" 1'-0"

4'-6"

1'-0"

UDC DESIGN CENTER LTD

14'-8"

7'-1"

10'-9"

14'-1"

5'-8" 16'-5"

35'-0"

E5

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:

MARGARET ERCEG PROJECT: CIVIC ADDRESS: 13409 56 AVE, SURREY, BC LEGAL DESCRIPTION: LOT 52 SECTION 8 TOWNSHIP 2

TOP FLOOR PLAN

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

1302

DATE:

SEP. 2017

FILE NO.

SCALE:

V12

SHEET NO:

A

3/6


8'-33 8" [2.52m]

ROOF RIDGE LVL. 92.46

MEAN ROOF LVL. 89.93

12

8'-312" [2.53m]

12

LIST OF MATERIALS

1

9

U/S CEILING LVL. 87.40

5

6430RS

29'-6" [8.98m]

9'-014" [2.75m]

3

5 9

10'-214" [3.11m]

SECOND FLOOR LVL. 84.65

MAIN FL. LVL. 81.54

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.

HARDY PANEL

6.

ALUMINUM FRAMED WINDOW AND PATIO DOOR

7.

WOODEN EXTERIOR DOOR

8.

STONE

9.

CEDAR SHAKE SHINGLES

4 6050TS

5080

8050TC

7

6

5

E.EL.:80.60 P.EL.:80.91

8

E.EL.:80.70 P.EL.:80.91

8

AVE. GRADE. LVL. 80.94

8'-33 8" [2.52m]

ROOF RIDGE LVL. 92.46

front elevation scale: 14" = 1'-0"

12 12

8'-312" [2.53m]

MEAN ROOF LVL. 89.93

U/S CEILING LVL. 87.40

SECOND FLOOR LVL. 84.65

21040RS

29'-6" [8.98m]

TOTAL AREA: 1020.48 SQ. FT. ( 94.80 SQ.M.) DISTANCE TO PROPERTY LINE: 8'-0" (2.44 M) ≈ 4.0M MAX. ALLOWABLE UNPROTECTED AREA @ 18% = 183.68 SQ. FT. PROPOSED UNPROTECTED AREA: 63.32 SQ. FT (20.28 SQ. M.)

9'-014" [2.75m]

RIGHT ELEVATION

21040RS

11.33

11.33 5068

5

right elevation scale: 14" = 1'-0"

10'-214" [3.11m]

BUILDING - INTERIOR DESIGNERS

UDC DESIGN CENTER LTD

2

MAIN FL. LVL. 81.54

2030RS 6

21040RS 11.33

5

21040RS 11.33

3040RS

E.EL.:80.70 P.EL.:80.91

12 3068

E.EL.:81.12 P.EL.:80.91

AVE. GRADE. LVL. 80.94

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:

MARGARET ERCEG PROJECT: CIVIC ADDRESS: 13409 56 AVE, SURREY, BC LEGAL DESCRIPTION: LOT 52 SECTION 8 TOWNSHIP 2

FRONT AND RIGHT ELEVATION

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

1302

DATE:

SEP. 2017

FILE NO.

SCALE:

1/4"=1'-0"

V12

SHEET NO:

A

4/6


8'-33 8" [2.52m]

ROOF RIDGE LVL. 92.46

12 12

8'-312" [2.53m]

MEAN ROOF LVL. 89.93

29'-6" [8.98m]

5

8040RS

3068

E.EL.:81.12 P.EL.:80.91

AVE. GRADE. LVL. 80.94

E.EL.:81.34 P.EL.:80.91 ROOF RIDGE LVL. 92.46 8'-33 8" [2.52m]

9'-014" [2.75m] MAIN FL. LVL. 81.54

5

8040RS

10'-214" [3.11m]

SECOND FLOOR LVL. 84.65

rear elevation

12 12

8'-312" [2.53m]

MEAN ROOF LVL. 89.93

LEFT ELEVATION

TOTAL AREA: .1211 SQ. FT. SECOND FLOOR LVL. DISTANCE TO PROPERTY LINE: 25'-0" (7.62 M) ≈ 8.0M 84.65 MAX. ALLOWABLE UNPROTECTED AREA @ 100% = 1211 SQ. FT. ( 69 SQ.M.) PROPOSED UNPROTECTED AREA: 84 SQ. FT (7.01 SQ. M.)

29'-6" [8.98m]

9'-014" [2.75m]

U/S CEILING LVL. 87.40

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

MAIN FL. LVL. 81.54

3050RS

3050RS

15

15

6430RS

3030RS 9

19

5

10'-214" [3.11m]

BUILDING - INTERIOR DESIGNERS

UDC DESIGN CENTER LTD

U/S CEILING LVL. 87.40

3030RS 9

5

E.EL.:81.34 P.EL.:80.91

6040RS 16

16080

E.EL.:80.60 P.EL.:80.91

AVE. GRADE. LVL. 80.94

CLIENT:

SHEET TITLE:

MARGARET ERCEG PROJECT: CIVIC ADDRESS: 13409 56 AVE, SURREY, BC LEGAL DESCRIPTION: LOT 52 SECTION 8 TOWNSHIP 2

REAR AND LEFT ELEVATION

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

1302

DATE:

SEP. 2017

FILE NO.

SCALE:

V12

SHEET NO:

A

5/6


ROOF RIDGE LVL. 92.46 8'-33 8" [2.52m]

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

MEAN ROOF LVL. 89.93 8'-312" [2.53m]

12 12

ATTIC ATTIC VENTILATION AS PER BUILDINGCODE A/300 OF INSULATED CEILING AREA MIN. 25% OF VENTING @TOP & 25% @ BOTTOM

U/S CEILING LVL. 87.40

29'-6" [8.98m]

21040RS

5068

12 12

112" CONC. TOPPING

5

4

3'-0" HIGH HAND RAIL

9'-014" [2.75m]

21040RS

10'-214" [3.11m]

SECOND FLOOR LVL. 84.65

4

21068

2668 3468

3040RS

112" CONC. TOPPING

3068

5

8" ANCHOR BOLTS @ 36" O.C.(TYOP)

MAIN FL. LVL. 81.54

SECTION

2-15M CONTINUOUS

AVE. GRADE. LVL. 80.94

1/4" = 1'-0" 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

SUPPORTED WALL (10M BAR) NET BACKFILL HT.

A

B

LESS THAN 7'-6"

0"

0"

7'-6" TO 8'-0"

18"

20"

8'-1" TO 9'-0"

14"

20"

9'-1" TO 10'-0"

12"

20"

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

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

TYPICAL FLOOR CONSTRUCTION

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

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

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

5

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

HORIZONTAL STEEL = 'B' (LAP JOINTS 18" MINIMUM) APPLY DAMPROOFING AS REQ. BY N.B.C. SECT.9-13

NET BACKFILL HEIGHT

MAX. COVER 2"

1

F.R.R WALL DETAIL

8"

TYPE "X" GYPSUM BOARD AGAINST SEPARATION WALL

3 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

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

15M @ 15" o.c.

DETAIL AT 'A'

ON PLAN

8"

5

EAVES:

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

6

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.

F.R.R. CEILING DETAIL

2-15M CONT. AS NOTED ON PLAN

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

4

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

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

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

5

ROOF: - 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.

SUBFLOOR

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

4"Ø PERIMETER DRAIN TILE WITH DRAIN ROCKS

SECTIONAL DETAILS AND SPECIFICATIONS:

2

VERTICAL STEEL = 'A' (ALTERNATE HOOKS)

24"

FLOOR JOIST

30 MIN. F.R.R. ASSEMBLY DETAIL

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

8" REINFORCED CONCRETE FOUNDATION WALL

A

EXTERIOR WALL CONSTRUCTION

AS NOTED

BUILDING - INTERIOR DESIGNERS

UDC DESIGN CENTER LTD

3

7

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

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

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

CLIENT:

SHEET TITLE:

MARGARET ERCEG PROJECT: CIVIC ADDRESS: 13409 56 AVE, SURREY, BC LEGAL DESCRIPTION: LOT 52 SECTION 8 TOWNSHIP 2

SECTION AND DETAIL

DRAWN BY:

G.S.B.

PROJECT NO.

CHECKED BY:

B.M.

1302

DATE:

SEP. 2017

FILE NO.

SCALE:

1/4"=1'-0"

V12

SHEET NO:

A

6/6


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