Family House
Location: Jeddah, Saudi Arabia
Year: 2016
Acadimic studio 400
House for a big family, Grandfather, grandmather, father, mother, 2 sons with there wifes and childerns.
Concept
Zoning
Site Site analisys
Sustinable
Sections
Section details
Elevations
Plans
Capilano House
Location: 394 HIDHURST PLACE, West Vancouver, BC
Year: 2023
This house designed by Devon my instrctor with autocad, and my pructicum is to draw it by Revit Autodesk. It’s a house with two floors, view to Capilano golf course, designed with different levels and on mountain.
A B C D 1 2 3 4 5 6 a1 a2 a3ENTRY 1 POOL ROOM 2 REC ROOM 3 Room 4 MECH STORAGE 5 MUD ROOM 6 POWDER 7 PANTRY 8 KITCHEN 9 DINING ROOM 10 LIVING ROOM 11 CONSERVATORY 12 Ground Plan
Main floor (front) 504' - 7 3/4" Upper floor 514' - 7" T/O PARAPET 525' - 1" Main floor rear 503' - 1 3/4" foundation 501' - 10 3/4" A B C DA B C D 1 2 3 4 5 6Main floor (front) 504' - 7 3/4" Upper floor 514' - 7" T/O PARAPET 525' - 1" Main floor rear 503' - 1 3/4" foundation 501' - 10 3/4" 1 2 3 4 5 6 Level 11 510' - 7 3/4"
Plan
A-A Section B-B Section
First
Sections Elevations
Jeddah Royal Museum
Location: Jeddah, Saudi Arabia
Year: 2017
Graduate project studio
My graduate project was a cultural art museum in jeddah, Theater, art galleries, lectures hall cafe, restaurant and more.
Concept
Site analisys
Plans
A B B A
Ground floor
Second floor Third floor Fourth floor Fifth floor Site
First floor
level
Structure Mechanical Section A-A Section B-B Fire exit
Isometric Isometric
Parking
Elevations
Sections
STORIES
Location: Jeddah, Saudi Arabia
Year: 2020
conceptual project
A conceptual project for a coffee house in Jeddah, A coffee house where people can share there stories in a nice place. People love to share a story with a coffee.
1 2 3 5 LYNCEAN DR 100 Ave 1.20m EX.Gas 2.70m EX.375Ø CONC. STM 4.70m EX.200Ø W/M 8.50m ROAD WIDTH 1.20m EX.Gas 2.70m EX.375Ø CONC. STM 4.70m EX.200Ø W/M 1.50m PROP. S/W 2.70m HYDRO TEL. 10.00m PROP. 200Ø SAN. 5.75m PROP. C&G 1.50m PROP. S/W TEMP. ASPHALT CURB PROP MH3 EX. MH3 EX. STM. PIPE TO BE REMOVED PROP MH2 RELOCATE EXISTING CB & ADJUST TO SUIT. ROLLOVER CURB & GUTTER PROP MH1 END OF CONC. SIDEWALK & CURB & GUTTER TEMP. ASPHALT LETDOWN RELOCATE EXISTING CB & ADJUST TO SUIT. S/W WIDENING TO ACCOMMODATE S/L RELOCATE EXISTING CB & ADJUST TO SUIT. REMOVE GRATED LID & REPLACE WITH TYP LID 55.30m 55.30m 33.60m R9.00m 200Ø W/M W W W W W 81.00m 71.00m STM 71.00m 71.00m 375Ø STM G G G 1.50m ADDITIONAL ROAD DEDICATION 30.00m 30.00m 23.00m 50.28m 48.64m 43.38m 6.00m EX. 200Ø W/M 11.50m PROP. R.O.W. 6.00m PROP. PVMT. 3.00m PROP. 200Ø SAN 4 5 177A ST 100 Ave 1.20m EX.Gas 2.70m EX.375Ø CONC. STM 4.70m EX.200Ø W/M 8.50m ROAD WIDTH 1.50m PROP. S/W 2.70m HYDRO TEL. 1.50m HYDRO TEL. 2.70m EX. 300Ø STM 4.00m PROP. C&G 5.50m 1.50m PROP. S/W EX. MH4 PROP. MH4 EXISTING ROAD TEMP. ASPHALT CURB PROP MH3 EX. MH3 EX. STM. PIPE TO BE REMOVED S/W WIDENING TO ACCOMMODATE S/L RELOCATE EXISTING CB & ADJUST TO SUIT. REMOVE GRATED LID & REPLACE WITH TYP LID 55.30m 55.30m 55.30m 33.60m R9.00m 200Ø W/M W W W W 375Ø STM G 1.50m ADDITIONAL ROAD DEDICATION 43.38m 6.00m EX. 200Ø W/M 11.50m PROP. R.O.W. 6.00m PROP. PVMT. 3.00m PROP. 200Ø SAN 40.0 39.0 38.0 36.0 35.0 34.0 33.0 32.0 31.0 30.0 29.0 28.0 4+265.000 4+240.000 4+220.000 4+200.000 4+180.000 4+160.000 4+140.000 4+120.000 4+100.000 2+092.445 2+080.000 2+060.000 2+040.000 2+020.000 2+000.000 1+980.000 40.0 39.0 38.0 36.0 35.0 34.0 33.0 32.0 31.0 30.0 29.0 28.0 4+249.328 MH S4 MH S3 MH S5 70.1M 200Ø PVC San. @7.4% MMS Type 1 Bedding Existing Road Structure Backfill EX STM MANHOLE ADJUST TO SUIT NEW GRADE AND REPLACE COVER RIM ELEV. 39.15m STA 2+018.9 EX STM MANHOLE ADJUST TO SUIT NEW GRADE AND REPLACE COVER RIM ELEV. 33.00m STA 2+089.00 OUTSIDE DROP RIM ELEV. 32.59m STA 2+096.50 EX. 250Ø STM SEWER @8.44% PROPOSED C/L GRADE EX. GROUND OVER PROP. C/L 200ØPVCSAN. EX. 375Ø STM. SEWER INV=30.2m 7.5m-250Ø PVC SAN @ 14.7% MMS Type 1 BEDDING EX. ROAD STRUCTURE BACKFILL 36.20(E) 30.20(S) 31.00(W) 30.00(E) 28.90(W) 28.80(E) MH S3 MH S1 EX STM. MANHOLE EX. STM OUTFALL INV= 3020± RIM ELEV. 33.00m STA 4+102 OUTSIDE DROP 41.0 42.0 43.0 41.0 42.0 43.0 30.00(E) 30.20(S) 31.00(W) MH S2 72.8M 250Ø PVC SAN @ 6.4% MMS TYPE 1 BEDDING EXISTING ROAD STRUCTURE BACKFILL 90.2 250Ø PVC SAN @ 6.2% MMS TYPE 1 BEDDING EXISTING 61Ø TMPL TOP ELEV. 41.23m 610mm 0.6m SDR INVERT CONN'S = 34.10M DEPTH @ P/L 2.1m RIM ELEV. 33.00m STA 4+102 OUTSIDE DROP EX. STM MANHOLE CBLEAD36.5° WATER39.00 STM38.50 SDR 34.89(N) 35.00(S) 250ØPVCSAN EXISTING 250Ø STM SEWER EXISTING 250Ø STM SEWER 250ØPVCSAN STMINV.31.05 OVER CENTERLINE WATER37.11 STM36.74 STM39.19 WATER40.55 STM40.38 SDR INVERT CONN'S 40.30m Depth @ P/L 2.10m SDR INVERT CONN'S 37.70m Depth @ P/L 2.10m WATERTIGHT END CAP 40.64(S)40.59(N) INV @ CAP 40.82 3.0m - 250Ø PVC SAN @ 6.0% MMS TYPE 1 BEDDING REUSE EX. ROAD STRUCTURE BACKFILL DEVELOPER TO NOTIFY T.M.O 48 HRS PRIOR TO ANY CROSSING OF T.M.O R.O.W AND TO ADHERE TO ALL REQ'TS OF THE CROSSING PERMIT INCLUDING HAVING T.M.O REPRESENTATIVE ONSITE DURING CROSSINGS TRANS MOUNTAIN CROSSING: 610-1126.587 41.82 40.55 39.26 38.02 36.71 35.43 34.12 33.04 33.14 34.61 36.20 37.64 39.76 PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC 5 LOT SUBDIVION CIVIL PROFILE 1001-01 PRO-01 1-7-2022 2 OF 2 92.0 98.0 38.0 44.0 12.0 4.0 4.0 12.0 112.0 12.0 12.0 58.0 82.0 136.0 28.0 58.0 38.0 R12.0 Ø20.0 SFACE 2 HOLES Ø11.0 X THRU 82.0 58.0 Ø22.0±0.5 Ø38.0 10.0 2.0 12.0 2.0 12.0 42.0 38.0 3.0 5.0 10.0 Ø100.0 Ø38.0 Ø22.0 50.0 10.0 9.0 6.0 6.0 16.0 8.0 19.0 7.0 Ø16.0±0.5 Ø22.0±0.5 Ø34.0±0.5 2.0 X45o CHAMFER (TYP.) 42.0 19.0 61.0 80.0 Ø12.0 Ø16.0±0.5 Ø22.0±0.5 A A WHEEL SECTION A-A BUSHING AXLE TOP PLATE AXLE SUPPORT BOLT 120.0 70.0 112.0 Ø100.0 58.0 PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: PROJECT: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC 100MM CASTER MECHANICAL 1001-01 MECH 01 28-06-2022 1 OF 1 ASSEMBLY ASSEMBLY 1 2 3 4 5 Oil LYNCEAN DR Proposed Alignment of Barnston Drive 177A ST 100 Ave 1.20m EX.Gas 2.70m EX.375Ø CONC. STM 4.70m EX.200Ø W/M 8.50m ROAD WIDTH 1.20m EX.Gas 2.70m EX.375Ø CONC. STM 4.70m EX.200Ø W/M 10.00m 1.50m PROP. S/W 2.70m HYDRO TEL. 10.00m PROP. 200Ø SAN. 5.75m PROP. C&G 1.50m HYDRO TEL. 2.70m EX. 300Ø STM 4.00m PROP. C&G 5.50m 1.50m PROP. S/W EX. MH4 PROP. MH4 EXISTING ROAD TEMP. ASPHALT CURB PROP MH3 EX. MH3 EX. STM. PIPE TO BE REMOVED PROP MH2 RELOCATE EXISTING CB & ADJUST TO SUIT. ROLLOVER CURB & GUTTER PROP MH1 END OF CONC. SIDEWALK & CURB & GUTTER TEMP. ASPHALT LETDOWN DEVELOPER TO PAY CASH IN LIEU TO CITY FOR 2 ROAD CONSTRUCTION OF BARNSTON DRIVE RELOCATE EXISTING CB & ADJUST TO SUIT. S/W WIDENING TO ACCOMMODATE S/L RELOCATE EXISTING CB & ADJUST TO SUIT. REMOVE GRATED LID & REPLACE WITH TYP LID 55.30m 55.30m 55.30m 33.60m R9.00m 200Ø W/M W W W W W W 81.00m 71.00m STM 71.00m 71.00m 375Ø STM G G G 1.50m ADDITIONAL ROAD DEDICATION 30.00m 30.00m 23.00m 50.28m 48.64m 43.38m 6.00m EX. 200Ø W/M 11.50m PROP. R.O.W. 6.00m PROP. PVMT. 3.00m PROP. 200Ø SAN PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC 5 LOT SUBDIVION 5 LOT 1001-01 PLAN-01 1-7-2022 1 OF 2 1 LYNCEAN DR 100 Ave 1.20m 2.70m EX.375Ø CONC. STM 4.70m EX.200Ø W/M 8.50m 1.20m EX.375Ø CONC. STM 4.70m EX.200Ø W/M PROP. S/W 2.70m PROP. 200Ø SAN. PROP. C&G ASPHALT PROP EX. TO BE REMOVED MH2 RELOCATE & ADJUST TO SUIT. ROLLOVER CURB PROP END OF CONC. CURB GUTTER TEMP. ASPHALT LETDOWN RELOCATE ADJUST TO SUIT. ACCOMMODATE S/L EXISTING CB ADJUST TO SUIT. REMOVE & REPLACE 33.60m W 81.00m 71.00m STM 71.00m 375Ø STM G 4 5 177A ST 100 Ave EX.Gas 2.70m EX.375Ø CONC. STM 4.70m ROAD WIDTH PROP. S/W HYDRO TEL. 1.50m HYDRO TEL. 2.70m EX. 300Ø STM 4.00m PROP. C&G 5.50m 1.50m PROP. S/W EX. PROP. ROAD TEMP. ASPHALT PROP MH3 EX. STM. PIPE ACCOMMODATE S/L EXISTING CB TO SUIT. REMOVE GRATED LID WITH TYP LID 55.30m 55.30m 55.30m 33.60m 200Ø W/M W 375Ø STM G 1.50m ADDITIONAL ROAD DEDICATION 43.38m 6.00m EX. 200Ø W/M 11.50m PROP. R.O.W. 6.00m PROP. PVMT. 3.00m PROP. 200Ø SAN 40.0 4+265.000 4+240.000 40.0 4+249.328 @7.4% MMS Type Bedding AND REPLACE COVER STA 2+018.9 EX STM MANHOLE OUTSIDE DROP 200ØPVCSAN. Type BEDDING EX. 30.20(S) 31.00(W) 28.90(W) 30.00(E) 30.20(S) 31.00(W) DEPTH @ P/L 2.1m STA 4+102 OUTSIDE DROP CBLEAD36.5 WATER39.00 STM38.50 SDR 34.89(N) 35.00(S) 250ØPVCSAN 250ØPVCSAN STMINV.31.05 WATER37.11 STM36.74 STM39.19 WATER40.55 STM40.38 SDR INVERT CONN'S 40.30m SDR INVERT CONN'S 37.70m Depth P/L 2.10m 40.64(S) SAN @ 6.0% MMS ALL REQ'TS OF THE 37.64 PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC 5 LOT SUBDIVION CIVIL PROFILE 1001-01 PRO-01 1-7-2022 2 OF 2 1 2 3 5 LYNCEAN DR 100 Ave 1.20m EX.375Ø CONC. STM 4.70m EX.200Ø W/M 8.50m EX.Gas 2.70m EX.200Ø W/M 1.50m HYDRO TEL. PROP. 200Ø SAN. 5.75m 1.50m PROP. S/W TEMP. ASPHALT PROP MH3 EX. STM. PIPE MH2 EXISTING CB ROLLOVER CURB PROP SIDEWALK & LETDOWN RELOCATE ADJUST TO SUIT. ACCOMMODATE S/L EXISTING CB TO SUIT. GRATED LID WITH TYP LID 55.30m 33.60m 200Ø W/M 81.00m 71.00m 1.50m ADDITIONAL 30.00m 6.00m 4 5 177A ST 100 Ave 1.20m EX.Gas 2.70m EX.375Ø CONC. STM EX.200Ø W/M ROAD WIDTH 1.50m PROP. S/W 2.70m HYDRO TEL. 1.50m HYDRO TEL. 2.70m EX. 300Ø STM 4.00m PROP. C&G 5.50m 1.50m PROP. S/W EX. MH4 MH4 EXISTING ROAD ASPHALT CURB MH3 MH3 EX. STM. PIPE TO BE REMOVED S/W WIDENING TO ACCOMMODATE S/L RELOCATE EXISTING CB TO SUIT. REMOVE GRATED LID WITH TYP LID 55.30m 55.30m 55.30m 200Ø W/M W W W W 375Ø STM G 1.50m ADDITIONAL ROAD DEDICATION 43.38m 6.00m EX. 200Ø W/M 11.50m PROP. R.O.W. 6.00m PROP. PVMT. 3.00m PROP. 200Ø SAN 34.0 32.0 4+240.000 4+220.000 4+200.000 4+180.000 4+160.000 4+140.000 4+120.000 2+080.000 2+060.000 2+040.000 2+020.000 2+000.000 1+980.000 34.0 32.0 @7.4% MMS Type Bedding Existing Road Structure Backfill AND REPLACE COVER AND REPLACE COVER RIM ELEV. 33.00m STA 2+096.50 SEWER @8.44% OVER PROP. C/L 200ØPVCSAN. 7.5m-250Ø PVC SAN @ 14.7% MMS 36.20(E) 31.00(W) 30.00(E) 28.80(E) RIM ELEV. 33.00m 30.00(E) 30.20(S) 31.00(W) @ 6.4% MMS TYPE BEDDING 90.2 250Ø PVC SAN @ 6.2% MMS TYPE BEDDING 61Ø TMPL 610mm DEPTH P/L 2.1m STA 4+102 CBLEAD36.5 WATER39.00 STM38.50 SDR 34.89(N) 35.00(S) 250ØPVCSAN EXISTING 250Ø 250ØPVCSAN STMINV.31.05 WATER37.11 STM36.74 STM39.19 WATER40.55 STM40.38 SDR INVERT CONN'S 40.30m Depth P/L 2.10m Depth @ P/L 2.10m 40.59(N)40.64(S) INV CAP TYPE BEDDING DEVELOPER TO NOTIFY CROSSING PERMIT INCLUDING 36.71 35.43 33.14 PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC 5 LOT SUBDIVION CIVIL PROFILE 1001-01 PRO-01 1-7-2022 2 OF 2
PROJECT DATA
UP 7R Garage Room Recreation Den W D FURNACE HWT Mechanical / Storage LAUNDRY Bar UP Outline of Overhead Door Above 13'-91 2 17'-4" 12'-9" 6'-41 26'-2 3'-0" 26'-1" 25'-91 2 6'-41 14'-1" 46'-3" Room Hobby UP 9R 5 3 5 3 27'-6 10'-0" 37'-6 20'-0" 26'-3" A2 A A A2 5'-6" Outline of Floor Above BASEMENT FLOOR PLAN 26'-1" 20'-0" 4'-0" 10'-0" 37'-6 2 22'-2" 6'-41 2 42'-71 2 12'-1" 8'-102 6'-42 13'-2" 4'-0" 2'-3" 10'-42 15'-42 6'-7" 8'-3" 6'-9" 1'-7" 26'-7 8'-7 12'-8" 3'-1 Bedroom #2 Master Bedroom Bedroom #3 Entry Hall Bath Room Kitchen FRIDGE Dining Room 17'-7 Living Room Archway Stairs(Typ.) Run 10" Rise 7-1/2" A A2 A A2 27'-6 14'-1" Deck 3 3 5 5 3 5 3 5 5 2- 3 6 French Doors MAIN FLOOR PLAN PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC COLINET STREET FLOOR PLAN 1001-01 PLAN-01 JUN, 20, 2022 2 OF 4
RS-1 7572.81 SF (114.67 X 66.04) Permitted: Actual: Actual: Permitted: Permitted: Permitted: Actual: Permitted: .45(114.67) = 51.6 FT Min. .20(114.67) = 22.93 FT Min. % of Site Width = (Site Width in Meters/1.219) -5 = .1142 (66.04 FT) = 7.5 FT Min. (20.01m/1.219) - 5 = 11.42% (4.8) BUILDING SETBACKS: SIDE YARDS: REAR YARD: SITE COVERAGE: FRONT YARD: (ABOVE GRADE) GROSS FLOOR AREA: GROSS FLOOR AREA: LOT AREA: ZONING: 556 SF 1987 SF (26.25%) 1431 SF .40(7572.81 SF) = 3029.1 SF(40%) Storage Shed: Main Floor: 556 SF 2947.45 SF 1337.45 SF 1893.45 SF .20(7572.81 SF) + 1399 SF = 2913.6 SF Storage Shed Main Floor Total Total 1054 SF 1337.45 SF Basement Main Floor .60(7572.81 SF) = 4543.7 SF Storage Shed: Site Area: .60(7572.81 SF) = 4543.7 SF(60%) 1994.2 SF 556 SF SITE IMPERMEABILITY: Actual: Permitted: 2550.2 SF (33.7%) WITH BASEMENT NO BASEMENT 556 SF Storage Shed Actual: 26.48 FT Actual: 50.65 FT Actual: (West) 10.02 FT (East) 9.58 FT (4.8.5) PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC COLINET STREET SITE PLAN 1001-01 LEGAL-01 JUN, 20, 2022 1 OF 4 PROJECT DATA RS-1 Actual: Permitted: Permitted: .45(114.67) = 51.6 FT Min. .20(114.67) = 22.93 FT Min. % of Site Width = (Site Width in Meters/1.219) -5 = .1142 (66.04 FT) = 7.5 FT Min. (20.01m/1.219) = 11.42% (4.8) REAR YARD: (ABOVE GRADE) GROSS FLOOR AREA: ZONING: 1987 SF (26.25%) 1431 SF .40(7572.81 SF) = 3029.1 SF(40%) Storage Shed: Main Floor: 556 SF 2947.45 SF .20(7572.81 SF) + 1399 SF = 2913.6 SF Storage Shed Total 1054 SF 1337.45 SF Basement Main Floor .60(7572.81 SF) = 4543.7 SF Storage Shed: Site Area: .60(7572.81 SF) = 4543.7 SF(60%) 1994.2 SF 556 SF Actual: 2550.2 SF (33.7%) NO BASEMENT 556 SF Storage Shed Actual: 50.65 FT (West) 10.02 FT (East) 9.58 FT (4.8.5) PROJECT: PROJECT #: DATE: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION SUBMISSION DATE: N.T.S. DEC 09, 2022 E.C. A.B. D.C. SURREY, BC SITE PLAN LEGAL-01 Garage Room Recreation Den FURNACE Mechanical Storage Outline of Overhead Door Above 6'-41 26'-2 26'-1" Room Hobby 27'-6 10'-0" 37'-6 A A A2 Outline Floor Above BASEMENT FLOOR PLAN 10'-0" 37'-6 4'-0" 6'-7" 8'-3" 26'-7 12'-8" 3'-1 Bedroom #2 Master Bedroom Bedroom #3 Entry Hall Bath Room Kitchen FRIDGE Dining Room 17'-7 Living Room Archway A A2 A A2 27'-6 Deck MAIN FLOOR PLAN DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC COLINET STREET FLOOR PLAN 1001-01 PLAN-01 JUN, 20, 2022 2 OF 4 6'-7 473.00' 473.72' 473.72' 472.96' 474.05' 473.00' PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC COLINET STREET ELEVATION VIEW 1001-01 ELEV-01 JUN, 20, 2022 4 OF 4 Recreation Room Living Room Dining Room Deck Hobby Room Attic 8'-0" 6'-7 MAIN FLOOR 3/4 ROOF SLOPE(Typ.) 8'-4" PROJECT: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION SUBMISSION DATE: N.T.S. DEC 09, 2022 E.C. ARCH.ABDULELAH@GMAIL.COM SURREY, BC COLINET STREET SECTION VIEW 1001-01 CS-01 JUN, 20, 2022 OF 4 14'-2" 4'-9" 6'-11" 13'-8" 12'-5" 3'-6" 7'-6" 12'-2" 2'-5" 37'-5" 39'-5" 2'-2" 2' 7' 2' 1'-1"1' 8' 1' 2' 7' 2' 2' 2' 3' 2'-2" 5' 2'-2" 2'-1" 2' 3'-6" CLOSET BEDROOM BEDROOM MASTER BEDROOM MASTER BATH 1'-9" ROOF AREA OVER GARAGE FOR POSSIBLE FUTURE EXPANSION BUILDING LINE BELOW 17' 5'-5" 1' 2'-3" 2' 3'-6" 1'-7" 38'-1" 4'-8" CLOSET WALK-IN CLOSET WALK-IN CLOSET 3' 3'-2" DN WALK-IN CLOSET 2"x6"@16" O/C CEILING JOISTS 2"x6"@16" O/C CEILING JOISTS 2"x6"@16" O/C CEILING JOISTS 2"x6"@16" O/C CEILING JOISTS 2"x6"@16" O/C CEILING JOISTS 2"x6"@16" O/C CEILING JOISTS HANDRAIL 2"x6"@16" O/C CEILING JOISTS SKYLIGHT OPEN TO BELOW SECOND FLOOR PLAN SCALE : 1/4"=1'-0" 2 A1 A A1 12'-8" 4'-10" 22' 1' 14'-2" 9'-5" 13'-8" 9' 10'-3" 3' 7'-5" 8'-9" 3'-10" 6' 3'-10" 2'-10" 37'-5" 39'-5" 37'-5" 2'-2" 2' 7' 2' 7' 2' 3' 5' 6'-3" 2' 1' 6'-8" 10'-8" 11'-3" 10'-10" 15'-4" 6'-6" 8' 3'-5" DN UP FOYER DINING ROOM LIVING ROOM GREAT ROOM LAUNDRY ROOM DEN BREAKFAST NOOK GARAGE DN DN KITCHEN 2"x12"@16" O/CW/ ROW OF BRIDGING 2-2"x10" WOOD BEAM 2"x12"@16" O/CW/ ROW OF BRIDGING 2"x12"@16" O/CW/ ROW OF BRIDGING 11' 1' 22'-10" STEEL BEAM W310x45 2"x6" STUDS FOR GARAGE INTERIOR WALLS W/INSULATION 4" CONCRETE SLAB GRANULAR "A" 2"x12"@16" O/CW/ ROW OF BRIDGING 2"x12"@16" O/CW/ 2 ROW OF BRIDGING 2"x12"@16" O/CW/ 2 ROW OF BRIDGING WALL UNIT TO BE SUPPLIED BY OWNER WALK-IN CLOSET WALK-IN CLOSET 2-2"x10" WOOD BEAM 2-2"x12" WOOD BEAM 4'-5" STAND UP BAR UP DN FIRST FLOOR PLAN SCALE : 1/4"=1'-0" 1 A1 2"x12"@16" O/CW/ 2 ROW OF BRIDGING 39'-5" 37'-5" 61' 2'-2" 2' 7' 1'-11" 2' 7' 2' 2' 2' 3' 2'-2" 5' 2'-2" 2'-1" 2' 3'-6" 3'-6" 2' 6'-3" 6'-8" 10'-8" UP 2" 10" @16" O/C W/ 2 ROW OF BRIDGING 1' W 200 X 27 STEEL BEAM UP 1'-7" 2' 10" 10" 11'-6" 10" 3' 10" 10" 10" 11'-4" 10" 12' 10" 10" 3' W 200 X 27 STEEL BEAM W 200 X 27 STEEL BEAM W 200 X 27 STEEL BEAM W 200 X 27 STEEL BEAM W 200 X 27 STEEL BEAM 2" 10" @16" O/C W/ 2 ROW OF BRIDGING 2" 10" @16" O/C W/ ROW OF BRIDGING 2" 10" @16" O/C W/ ROW OF BRIDGING 2" 10" @16" O/C W/ ROW OF BRIDGING 2" 10" @16" O/C W/ ROW OF BRIDGING 2" x 10" @16" O/C W/ ROW OF RIDGING 2" x 10" @16" O/C W/ ROW OF BRIDGING 2" x 10" @16" O/C W/ 1 ROW OF BRIDGING 2" 10" @16" O/C W/ ROW OF RIDGING UNEXECAVATED STEP FOOTING 4" CONCRETE SLAB ON COMPACTED GRANULAR "A" STEEL POST TO BE INSTALLED ON 36" X 36" X 12" CONCRETE PIER FOOTING C/W (TYPICAL FOR ALL PIERS) 18'-9" 16'-7" BASEMENT FOUNDATION PLAN SCALE : 1/4"=1'-0" 3 A1 B A1 A1 A1 2' 8'-4" 37'-5" 2' HIPS BUILDING LINE BELOW 38'-1" RIDGE OVERHANG RIDGE VALLEYS HIPS ROOF STRUCTURE PLAN SCALE : 1/4"=1'-0" 4 A1 PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC JOHNSON FLOOR PLAN 1001-01 PLAN-01 29-7-2022 1 OF 5 RESIDENCE 37'-5" MASTER BEDROOM 17' 5'-5" 1'-7" 3'-2" 2"x6"@16" O/C 2"x6"@16" O/C 2"x6"@16" O/C 2"x6"@16" O/C 2"x6"@16" O/C SECOND FLOOR PLAN SCALE 1/4"=1'-0" A1 12'-8" 37'-5" 37'-5" 11'-3" 10'-10" 15'-4" UP DN 2"x12"@16" O/CW/ ROW OF BRIDGING 2-2"x10" 2"x12"@16" O/CW/ ROW OF BRIDGING 22'-10" STEEL BEAM 2"x6" STUDS 4" CONCRETE SLAB 2"x12"@16" O/CW/ ROW OF BRIDGING 2"x12"@16" O/CW/ 2"x12"@16" O/CW/ CLOSET FIRST FLOOR PLAN SCALE 1/4"=1'-0" 1 A1 2"x12"@16" O/CW/ 37'-5" UP 2" 10" @16" O/C W 200 27 10" 10" 10" W 200 27 200 X 27 STEEL BEAM STEEL BEAM STEEL BEAM 10" @16" O/C 10" @16" O/C 10" @16" O/C 10" @16" O/C W/ ROW OF BRIDGING 10" @16" O/C 2" 10" @16" O/C W/ ROW OF RIDGING 2" 10" @16" O/C W/ ROW OF BRIDGING OF BRIDGING 2" 10" @16" O/C W/ ROW 4" CONCRETE SLAB ON 5-15M REBARS (TYPICAL FOR ALL PIERS) BASEMENT FOUNDATION PLAN SCALE 1/4"=1'-0" A1 RIDGE RIDGE HIPS ROOF STRUCTURE PLAN SCALE 1/4"=1'-0" A1 PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC JOHNSON FLOOR PLAN 1001-01 PLAN-01 29-7-2022 1 OF 5 RESIDENCE 39'-5" MASTER BEDROOM CLOSET 2"x6"@16" O/C 2"x6"@16" O/C 2"x6"@16" O/C SECOND FLOOR PLAN SCALE 1/4"=1'-0" 2 A1 37'-5" RIDGE RIDGE HIPS ROOF STRUCTURE PLAN SCALE 1/4"=1'-0" 4 A1 PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC JOHNSON FLOOR PLAN 1001-01 PLAN-01 29-7-2022 1 OF 5 RESIDENCE 37'-5" 3' 3'-6" BEDROOM MASTER BATH AREA OVER GARAGE 17' 5'-5" 2'-3" 3'-6" 1'-7" 3'-2" 2"x6"@16" O/C 2"x6"@16" O/C 2"x6"@16" O/C 2"x6"@16" O/C HANDRAIL CEILING JOISTS OPEN TO SECOND FLOOR PLAN SCALE 1/4"=1'-0" 12'-8" 37'-5" 39'-5" 37'-5" 11'-3" 10'-10" 15'-4" LAUNDRY DEN 2"x12"@16" O/CW/ ROW OF BRIDGING 2"x12"@16" O/CW/ 2"x12"@16" O/CW/ ROW OF BRIDGING 22'-10" STEEL BEAM GRANULAR "A" 2"x12"@16" O/CW/ ROW OF BRIDGING 2"x12"@16" O/CW/ CLOSET FIRST FLOOR PLAN SCALE 1/4"=1'-0" 1 A1 ROW OF BRIDGING 2' 3' 2'-2" 5' 2'-2" 2'-1" 2' 3'-6" 3'-6" 6'-3" 10" @16" O/C 10" 10" 10" 10" 2" 10" @16" O/C 2" 10" @16" O/C 2" 10" @16" O/C ROW OF BRIDGING 2" 10" @16" O/C ROW OF BRIDGING 2" 10" @16" O/C 10" @16" O/C W/ ROW OF RIDGING 10" @16" O/C W/ ROW OF BRIDGING OF BRIDGING 10" @16" O/C W/ ROW INSTALLED ON 16'-7" BASEMENT FOUNDATION PLAN SCALE 1/4"=1'-0" 3 ROOF STRUCTURE PLAN SCALE 1/4"=1'-0" PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC JOHNSON FLOOR PLAN 1001-01 PLAN-01 29-7-2022 1 OF 5 RESIDENCE SECOND FLOOR CEILING JOIST PLAN SCALE 1/4"=1'-0" 13 FIRST FLOOR JOIST STRUCTURE PLAN SCALE 1/4"=1'-0" 11 @16" O/C 10" @16" O/C SCALE 1/4"=1'-0" A1 SECOND FLOOR JOIST STRUCTURE PLAN 2"x12"@16" O/CW/ ROOF STRUCTURE PLAN DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 JOHNSON FRAMING PLAN 1001-01 FRAMING-01 29-7-2022 3 OF 5 RESIDENCE 37'-5" 3' 3'-6" 3'-6" 6'-3" W/ ROW OF BRIDGING 1'-7" 10" 10" 11'-6" 10" 10" 10" W/ ROW OF BRIDGING 10" @16" O/C W/ ROW OF BRIDGING 10" @16" O/C 10" @16" O/C W/ ROW OF BRIDGING 10" @16" O/C 10" @16" O/C W/ ROW OF RIDGING 2" 10" @16" O/C 10" @16" OF BRIDGING 2" 10" @16" O/C W/ ROW OF RIDGING 16'-7" BASEMENT FOUNDATION PLAN SCALE 1/4"=1'-0" A1 DRAWING: PROJECT #: DATE: DESIGNED BY: DRAWN BY: SCALE: SUBMISSION DEC 09, 2022 A.B. D.C. ABDULELAH BAMUSA 236-513-3154 PLAN-01 2 OF 5 BACK ELEVATION FRONT ELEVATION LEFT ELEVATION SCALE 1/4"=1'-0" RIGHT ELEVATION SCALE 1/4"=1'-0" DRAWING: COMPANY: DRAWING: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. DEC 09, 2022 E.C. A.B. D.C. ARCH.ABDULELAH@GMAIL.COM FRAMING PLAN 1001-01 29-7-2022 SECTION A - A SCALE 1/4"=1'-0" 9 A1 GARAGE BATH ROOM GREAT ROOM HALL TOP OF ROOF BASEMENT 7'-4" 9" TOPSOILSTRIPPING EXCAVATION 8" 8" HIGH BY 10" THICK BLOCK (TYP.) DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: DEC 09, 2022 D.C. ABDULELAH BAMUSA FLOOR PLAN 1001-01 PLAN-01 29-7-2022 Item # Description Units calculations Estimated Quantity Total Quantity 1 cubic yards of topsoil to be stripped (9" deep and 0%Cu.swelling) Yards. 3466 x 0.75 27 96.3 96.3 Cu. Yds 2trucks @ 12 yards per trucks 96.3/12 8.025 9 trucks 3cubic yards of excavation (6'1" + 25%) Cu. Yards. ((2977 6.08) + 25%)/27 837.9 4 number of truck loads for foundation exavation to be trucked away trucks 70 70 trucks 1concrete for 4 square footings only Cu. Yards. (3x3x1x4/27) x1.05 1.4 2concrete for strip footings Cu. Yards. (458.4x(8/12)x1.05)/27 11.8 13.2 3Number of 12' form members (5% waste) (2407.9/12)x1.05 210.69 4Number of bundles of wooden stakes (12x3)/24 1.5 5total kilograms of 15M steel rebars in footings 6 total cubic yards of concrete slab ( basement & garage floor cu yards. 2036 x 0.33 27 1.05 26.1 7 Total tonnage of compacted granular fill ( gravel material tons ((1913.578 0.5 x 120 x 1tan/2000) 1.25) x 1.05 75.32 8total tonnage of 3/4" clearstone for exterior 14177.5 x 1.05 x 1/2000 7.44 9Number of concrete block 8x10x16 in. block 269.37 x 7.5 0.889 x 1.05 2386.15 10Number of pieces of DUR-O-WALL 269.37 x 5 10 1.10 148.15 11Bags of mortor mix 2386.15 / 30 79.5 12Square feet of damproofing and number of gallons (210 6.66)= 1398.6 / 120 x 2 23.31 13total linear feet of sill gasket 207.62 / 12 17.3 18 14total linear feet of sill plate 207.62 / 12 17.3 18 15total linear feet of header 16total number of floor joist First floor 60.9 / 1.33 + 1 47 - 2x10 @ 14' 37.12 / 1.33 + 1 29 - 2x10 @ 14' 37.12 / 1.33 + 1 29 - 2x10 @ 12' second floor 37.4 / 1.33 + 1 22 - 2x12 @ 14' 22.9 / 1.33 + 1 19 - 2x12 @ 8' 22.9 / 1.33 + 1 19 - 2x12 @ 16' 22.9 / 1.33 + 1 19 - 2x12 @ 16' second floor celling 36.1 / 1.33 + 1 28 - 2x12 @ 16' 5.5 1.33 1 5 - 2x12 @ 10' 6.9 1.33 1 6 - 2x12 @ 14' 26.9 / 1.33 + 1 21 - 2x12 @ 12' 26.9 / 1.33 + 1 21 - 2x12 @ 14' 17total number of plywood sheathing sheets 1737.29 / 32 55 sheets 1406.63 / 32 44 18linear feet of top and bottom plates afirst floor 205.8 x 3 615 second floor 171.9 x 3 515.7 bfirst floor 206.3 x 3 618.9 second floor 518.4 19number of studs afirst floor 206.31 / 1.33 +1 157 2x6 @ 8' second floor 171.9 / 1.33 +1 131 2x6 @ 8' bfirst floor 206.31 / 1.33 +1 157 2x4 @ 8' second floor 172.8 / 1.33 +1 131 2x4 @ 8' 20total number of sheets of exterior wall sheathing 3109.58 /32 x 1.05 103 Assignment 5 Assignment 4 Assignment 1 Earth work Assignment 2 Assignment 2A Assignment 3
1741 1194 2438 6092 7620 6400 2540 22652 7620 9525 8065 5232 30442 1486 762 1400 762 9067 1271 900 1311 WASHROOM OFFICE KITCHEN ENTRANCE NOTES: 1.GENERAL CONTRACTOR TO CONFIRM ALL TENDON LOCATIONS BEFORE CORING CONCRETE SLAB FOR ROUGH IN. 2.X-RAY ALL ARE AS WHERE CORING, DRILLING OR FLOORING FIXING IS REQUIRED. 3. MARKING ON U/S OF 3RD FLOOR FLOOR SLAB SHOWING LOCATION OF TENDONS MUST BE MAINTAINED. 4. NO CORING OR CHIPPING OF CONCRETE WITHOUT BUILDING OWNER'S WRITTEN CONSENT. FURNITURE FLOOR PLAN 1:100 Service Counter Back Bar Back Bar Counter Straight bar Style: 8002mm 3048mm: Seating 17 A B C 3 2 1 6799 PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC RESTAURANT FLOOR PLAN 1001-01 PLAN-01 DEC, 06, 2022 1 OF 4 1741 1194 2438 6092 7620 6400 2540 22652 7620 9525 8065 5232 1486 762 1400 762 9067 1271 900 1311 OFFICE KITCHEN ENTRANCE NOTES: 1.GENERAL CONTRACTOR TO CONFIRM ALL TENDON LOCATIONS BEFORE CORING CONCRETE SLAB FOR ROUGH IN. 2.X-RAY ALL ARE AS WHERE CORING, DRILLING OR FLOORING FIXING IS REQUIRED. SHOWING LOCATION OF TENDONS MUST BE MAINTAINED. 4. NO CORING OR CHIPPING OF CONCRETE WITHOUT BUILDING OWNER'S WRITTEN CONSENT. FURNITURE FLOOR PLAN 1:100 Back Bar A B C 3 2 1 6799 PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC RESTAURANT FLOOR PLAN 1001-01 PLAN-01 DEC, 06, 2022 1 OF 4 STAFF OFFICE KITCHEN NOTES: 1.GENERAL CONTRACTOR TO CONFIRM ALL TENDON LOCATIONS BEFORE CORING CONCRETE SLAB FOR ROUGH IN. 2.X-RAY ALL ARE AS WHERE CORING, DRILLING OR FLOORING FIXING IS REQUIRED. 3. MARKING ON U/S OF 3RD FLOOR FLOOR SLAB 4. NO CORING OR CHIPPING OF CONCRETE WITHOUT BUILDING OWNER'S WRITTEN CONSENT. MTD PLAN 1:100 Service Counter Straight bar Style: 8002mm 3048mm: Seating 17 A B C 3 2 1 # Distance 2 3 18256 18956 1 2 3 4 PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC RESTAURANT MAXIMUM TRAVEL 1001-01 MTD-01 DEC, 06, 2022 3 OF 4 DISTANCE PLAN 1741 1194 2438 6092 7620 6400 2540 6799 22652 7620 9525 8065 5232 1400 762 9067 1271 900 1311 OFFICE KITCHEN ENTRANCE LOCATIONS BEFORE CORING CONCRETE SLAB FOR 2.X-RAY ALL ARE AS WHERE CORING, DRILLING OR FLOORING FIXING IS REQUIRED. SHOWING LOCATION OF TENDONS MUST BE 4. NO CORING OR CHIPPING OF CONCRETE WITHOUT REFLECTED CEILING FLOOR PLAN 1:100 A B C 3 2 1 PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC RESTAURANT REFLECTED 1001-01 RCP-01 DEC, 06, 2022 2 OF 4 CEILING PLAN Bar area Dining area Entrance hall 3022 787 3962 2427 1100 1900 waiting area CROSS SECTION PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC RESTAURANT CROSS SECTION 1001-01 CS-01 DEC, 06, 2022 4 OF 4 SYMBOL DESCRIPTION PARTITION SCHEDULE Existing Partition to Remain Existing Glazed Sorefront Partion to remain New 9'-0" partition. Construction to be typ. 3 5/8" .22 gauge steel studs @ 16" c.c. w/ 1/2" GWB both sides New 7'-6" partition. Construction to be typ. 3 5/8" .22 gauge steel studs @ 16" c.c. w/ 1/2" GWB both sides New 4'-0" partition. Construction to be typ. 2 5/8" .22 gauge steel studs @ 16" c.c. w/ 1/2" GWB both sides DOOR & WINDOW SCHEDULE D1 D2 D3 D4 D5 D6 D7 w1 w2 w3 w4 SYMBOL SIZE DESCRIPTION HARDWARE Qty Existing Existing Alum. Glazed Front Doors Existing Hard Ware Existing Metal Back Door Solid Core Door Solid Frame Hollow Core-Paint Grade Solid Frame w/ Safty Glass Panel Hollow Core Paint Grade Closet Doors Hollow Core Paint Grade Closet Doors Clear Glass Fixed Panel One Lite Clear Glass Fixed Panel One Lite Clear Glass Fixed Panel One Lite Fixed Panel Single Lite w/ One Way Film 1 Pair Existing Lever Pull S.S Hardware. Corbin Russwin ML 2200. DBS DIRKE Stainless. Note: Not Reversible. Existing 1 Pair 3'-0" X 6'-8" X 1 3/4" 42" X 6'-8" X 1 3/8" 3'-0" X 6'-8" X 1 3/4" 1'6" X 6'-8" X 1 3/8" 2'-0" X 6'-8" X 1 3/4" 4'-0"w X 5'0"h X 1'-0"a.f.f. 3'-0"w X 5'-0"h 3'-0"w X 6'-0"h X 1-0"a.f.f. 4'-0"w X 1'0"h X 3'0"a.f.f. N/A Refer To D-09 D-09 Refer To D-09 N/A N/A N/A Kris Track KTSO Commercial Recessed Pull: Prolean Mnemostyle #598.096 SN Lever Pull S.S Hardware. refer Above. Dorma OPF440 Pivot Set Protean Metaluk 153.021 SN Dorma OPF440 Pivot Set Protean Echo 12132A 16 4 Pair 2 Pair 2 Pair 1 Pair 2 Pair 2 3 1 1 Rm No. Room Name Area 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 Entrance Foyer & Greeter Financial Services Isabel Financial Analyst Roselle Centralized Accounting Barrier free Washroom storage Room Storage Room SDB Viewing Room Commercial Loans Senior MSR Loans Supervisor Central Lending Extra Loans Office Loans office 2 Loans Office 1 Meeting Room/ Temp Office Customer Waiting Area Office Manager Cash Out Area Teller Stations File Room Central Accounting Rina 685 sq ft 90 sq ft 128 sq ft 165 sq ft 48 sq ft 20 sq ft 20 sq ft 50 sq ft 95 sq ft 95 sq ft 95 sq ft 175 sq ft 150 sq ft 102 sq ft 102 sq ft 134 sq ft 134 sq ft 96 sq ft 52 sq ft 102 sq ft 75 sq ft 72 sq ft 23 Head Supervisor Tracey 65 sq ft 36'-7" 8'-3" 10'-4 10'-4 7'-7 18'-1" 4'-1 4'-9 14'-3" 9'-2" 3'-6" 3'-6" Office room 1 119 sq ft 24 Office room 2 102 sq ft 25 Office room 3 91 sq ft 26 Office room 4 68 sq ft 27 Printing office 49 sq ft 28 RM24 RM25 RM26 RM27 RM28 D3 D3 D3 D3 RM01 RM02 RM09 RM11 RM12 RM13 RM14 RM15 RM07 RM06 RM05 RM17 PARTITION PLAN SCALE 1/4"=1'-0" 1 A1 PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC CREDIT UNION BANK PARTITION PLAN 1001-01 PLAN-01 NOV, 26, 2022 1 OF 4 NEW WEST. BC RM24 RM25 RM01 RM02 RM03 RM04 RM09 RM10 RM12 RM07 RM06 RM17 Copier FURNITURE PLAN SCALE 1/4"=1'-0" 1 A1 PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 SURREY, BC CREDIT UNION BANK FURNITURE PLAN 1001-01 PLAN-03 NOV, 26, 2022 3 OF 4 NEW WEST. BC SYMBOL DESCRIPTION PARTITION SCHEDULE Existing Partition to Remain Existing Glazed Sorefront Partion to remain New 9'-0" partition. Construction to be typ. 5/8" .22 gauge steel studs @ 16" c.c. w/ 1/2" GWB both sides New 7'-6" partition. Construction to be typ. 5/8" .22 gauge steel studs @ 16" c.c. w/ 1/2" GWB both sides New 4'-0" partition. Construction to be typ. 5/8" .22 gauge steel studs @ 16" c.c. DOOR & WINDOW SCHEDULE DESCRIPTION HARDWARE Qty Existing Alum. Glazed Front Doors Existing Hard Ware Solid Core Door w/ Safty Glass Panel Clear Glass Pair Lever Pull S.S Hardware. N/A Lever Pull S.S Hardware. Pair Rm No. Room Name Area 02 03 05 06 07 08 09 10 11 12 13 14 15 16 17 19 20 22 Entrance Foyer & Greeter Financial Services Isabel Financial Analyst Roselle Centralized Accounting Barrier free Washroom storage Room Storage Room SDB Viewing Room Commercial Loans Senior MSR Loans Supervisor Central Lending Extra Loans Office Loans office 2 Loans Office 1 Meeting Room/ Temp Office Customer Waiting Area Office Manager Cash Out Area Teller Stations File Room Central Accounting Rina 685 sq ft 90 sq 128 sq ft 165 sq ft 48 sq 20 sq 20 sq 50 sq 95 sq 95 sq 95 sq 175 sq ft 150 sq ft 102 sq ft 102 sq ft 134 sq ft 134 sq ft 96 sq 52 sq 102 sq ft 75 sq 72 sq 23 Head Supervisor Tracey 65 sq 36'-7" 10'-4 10'-4 7'-7 3'-6" 3'-6" 119 sq ft Office room 102 sq ft 25 Office room 91 sq 26 68 sq Printing office 49 sq 28 RM27 RM28 D3 D3 D3 RM11 RM12 RM16 RM17 PARTITION PLAN SCALE 1/4"=1'-0" PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC CREDIT UNION BANK PARTITION PLAN 1001-01 PLAN-01 NOV, 26, 2022 1 OF 4 NEW WEST. BC REFLECTED CEILING PLAN SCALE 1/4"=1'-0" A1 PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM CREDIT UNION BANK REFLECTED CEILING 1001-01 PLAN-02 NOV, 26, 2022 2 OF 4 NEW WEST. BC PLAN Existing Glazed Sorefront Partion to remain New 9'-0" partition. Construction be typ. 5/8" .22 gauge steel studs @ 16" c.c. New 7'-6" partition. Construction be typ. 5/8" .22 gauge steel studs @ 16" c.c. D7 SYMBOL 01 09 10 18 Entrance Foyer & Greeter Financial Analyst Roselle Centralized Accounting Commercial Loans Senior MSR Loans Supervisor Central Lending Office Manager 685 sq 90 sq 128 sq 165 sq 95 sq 95 sq 175 sq 150 sq 96 sq 52 sq Office room 119 sq 24 Office room 102 sq 25 91 sq 68 sq Printing office PARTITION PLAN PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM CREDIT UNION BANK PARTITION PLAN 1001-01 PLAN-01 NOV, 26, 2022 OF 4 NEW WEST. BC 13'-0" 9'-8 3'-3" 7'-0" 3'-4" 1'-4 Teller area Office room 15 Entrance hall A-A SECTION SCALE : 1/4"=1'-0" 1 A1 PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC CREDIT UNION BANK CROSS SECTION 1001-01 CS-01 NOV, 26, 2022 4 OF 4 NEW WEST. BC
PROJECT: DRAWING: COMPANY: PROJECT #: DRAWING: DATE: SHEET #: DESIGNED BY: DRAWN BY: CHECKED BY: SCALE: SUBMISSION #: SUBMISSION DATE: N.T.S. 1 DEC 09, 2022 E.C. A.B. D.C. ABDULELAH BAMUSA 236-513-3154 ARCH.ABDULELAH@GMAIL.COM SURREY, BC MECHANICAL FLANGE MECHANICAL 1001-01 MECH-01 27-6-2022 1 OF 1 Level 1 0 Level 2 with details 4000 Level 3 8000 Level 4 12000 Level 5 16000 Level 6 20000 Level 7 24000 Level 8 28000 Level 9 32000 Level 10 36000 basement -4000 Scale Project number Date Drawn by Checked by Abdulelah Bamusa 12/12/2022 4:57:12 PM A101 3D view Project Number COMMERCIAL ABDULELAH BAMUSA Issue Date Author Checker No. Description Date 1 {3D} 2 3D hidden line Level Level with details 4000 Level 8000 Level 12000 Level 16000 Level 20000 Level 24000 Level 28000 Level 32000 Level 10 36000 basement -4000 Project number Abdulelah Bamusa A101 3D view Project Number COMMERCIAL ABDULELAH BAMUSA Author 3D hidden line Level 2 with details 40001 2 3 4 5 6 7 8 9 10 11 12 WA1 WA2 WA3 WA3 WA3 WA2 WA2 WA1 WA2 WA2 Scale Project number Date Drawn by Checked by ARCH.ABDULELAH@GMAIL.COM 1 200 12/12/2022 4:57:14 PM A102 Level 2 Project Number ABDULELAH BAMUSA COMMERCIAL Issue Date Author Checker 1 : 200 1 Level 2 2 level 2 3d No. Description Date Level 3 8000 1 2 3 4 5 6 7 8 9 10 11 12 Manager 9 Office 10 Office 11 Meeting Room 12 Office 13 Office 14 kitchenette kitchenette Printing room 6500 6500 13000 2489 2489 3500 6500 1964 1272 Scale Project number Date Drawn by Checked by ARCH.ABDULELAH@GMAIL.COM 1 200 12/12/2022 4:57:16 PM A103 Level 3 Project Number ABDULELAH BAMUSA COMMERCIAL Issue Date Author Checker 1 level 3 3d 1 200 2 Level 3 No. Description Date UP UP 1 2 3 4 5 6 7 8 9 10 11 12 2794 2794 3554 Scale Project number Date Drawn by Checked by ARCH.ABDULELAH@GMAIL.COM 1 200 12/12/2022 4:57:23 PM A104 BASEMENT Project Number ABDULELAH BAMUSA COMMERCIAL Issue Date Author Checker No. Description Date 1 : 200 1 basement
