Appendix
Attachment 3. Ground Floor Plan – Alan Lowe Architect
April 12, 2022Page 2542 sections
An architectural ground floor plan for the residential development at 280 Island Highway.
Address: 280 Island HighwayProject No: 15-445
Ground Floor Plan
Wall Assembly Schedule
Floor Assemblies
| Ref | Assembly Name | Description |
|---|---|---|
| F1 | SLAB ON GRADE: | REINFORCED CONCRETE SLAB AS PER STRUCTURAL DRAWINGS; 10 MIL POLY MOISTURE BARRIER; 2" [51] SAND BINDING; 6" [100] COMPACT GRANULAR FILL; UNDISTURBED BEARING OR COMPACT ENGINEERED FILL. |
| F2 | WOOD FLOOR ASSEMBLY: | ( F.R.R. 1 HR. - STC.56 ) FINISHED FLOORING AS PER FINISH SCHEDULE; 1 1/2" (38mm) CONCRETE OVERLAY; FLOOR SYSTEM (SEE STUCTURAL); METAL RESILIENT FURRING CHANNELS @ 600 OC; 2 LAYERS 15.9 mm TYPE 'X' G.W.B.; FLOOR TYPE F19b B.C.B.C. 2012 |
| F3a | CONCRETE SUSPENDED SLAB: | (OCCUPIED SPACE - HEATED): FINISHED FLOOR COVERING; REINFORCED CONCRETE SLAB - SEE STRUCTURAL; min. R-12 SPRAY APPLIED NON-COMBUSTIBLE INSULATION. |
| F3b | CONCRETE SUSPENDED SLAB: | (LANDSCAPE AREA): EARTH FILL (SEE LANDSCAPE); 4" P GRAVEL WITH FILTER CLOTH; DRAINMAT; 2PLY TORCH-ON MEMBRANE; REINFORCED CONCRETE SLAB - SEE STRUCTURAL. |
| F4 | SUSPENDED DECK: | 60mil VINYL DECK MEMBRANE; FLOOR SYSTEM (SEE STUCTURAL); P.F.M. VENTED SOFFIT; 1/150 OF ROOF AREA TO BE VENTED 2" FROM TOP OF INSULATION TO U/S SHEATHING. |
| F5 | INTERIOR FLOOR OVER EXTERIOR SPACE: | ( F.R.R. 1 HR. - STC.56 ) FINISHED FLOORING AS PER FINISH SCHEDULE; 1 1/2" (38mm) CONCRETE OVERLAY; FLOOR SYSTEM (SEE STUCTURAL); SPRAY FOAM INSULATION TO JOIST CAVITIES (R30); METAL SOFFIT. |
| F6 | DECK OVER INTERIOR SPACE: | CONCRETE PAVERS ON PEDESTALS; 2 PLY SBS MODIFIED BITUMINOUS MEMBRANE; 180 FR GRANULAR CAP SHEET ON 180 FLAM SHEET; 1/4" [6mm] PROTECTION BOARD; 5/8" [15.9]T&G PLY ON JOISTS AS PER STRUCTURAL; CROSS STRAPPING TO CREATE 2.5" min. BETWEEN INSUL. AND SHEATHING; BATT INSULATION TO ACHIEVE R31; RESILIENT METAL FURRING CHANNEL; 2 LAYER 5/8" [15.9] TYPE 'X' G.W.B. |
Foundation / Exterior Wall Assemblies
| Ref | Assembly Name | Description |
|---|---|---|
| W1 | FOUNDATION WALL ASSEMBLY (BELOW GRADE): | WALL FINISH AS PER ROOM FINISH SCHEDULE; GRANULAR BACKFILL; DRAINMAT; 2PLY TORCH-ON MEMBRANE; REINFORCED CONCRETE WALL (SEE STRUC.) |
| W2 | EXTERIOR WALL ASSEMBLY ( T&G WOOD RAINSCREEN ): | HORIZONTAL T&G WOOD SIDING ON 3/4" x 3 [19 x 76] P.T. VERT. STRAPPING AT 16" [400] O.C. AT WOOD STUD LOCATIONS; NONWOVEN POLYETHYLENE BUILDING WRAP; 1/2" [12.7] PLY SHEATHING; 5 1/2" [140] WOOD STUD AT 16" [400] O.C.; RSI 3.9 (R-20) BATT INSULATION TO STUD CAVITIES; 6 MIL POLY VAPOUR / AIR BARRIER; 5/8" (16) G.W.B. |
| W3 | EXTERIOR WALL ASSEMBLY ( STUCCO RAINSCREEN FINISH ): | ACRYLIC STUCCO (3 COATS); WIRE LATH C/W BUILDING PAPER SLIP SHEET; BREATHER BACKER BOARD; 1 x 3 [19 x 76] P.W.T. VERT. STRAPPING AT 8" [200] O.C.; NONWOVEN POLYETHYLENE BUILDING WRAP; 1/2" [12.7] PLY SHEATHING; 5 1/2" [140] WOOD STUD AT 16" [400] O.C.; RSI 3.9 (R-20) BATT INSUL. TO STUD CAVITIES; 6 MIL POLY VAPOUR BARRIER; 5/8" [16] TYPE 'X' GYPSUM WALL BOARD; WALL FINISH AS PER ROOM FINISH SCHEDULE |
| W3s | W3 WITH SEISMIC SHEATHING WHERE REQUIRED | SEE STRUCTURAL |
| W5 | CONCRETE MASONRY: | (HOLLOW CORE CONCRETE MASONRY UNIT - CMU): 8" CONCRETE MASONRY BLOCK; ( F.R.R. 1 1/2 HR. - STC.50 ); WALL TYPE B1b B.C.B.C. 2012 |
Int. Partition / Shaft Wall Assemblies
| Ref | Assembly Name | Description |
|---|---|---|
| P1 | PARTITION ASSEMBLY: | WALL FINISH AS PER ROOM FINISH SCHEDULE; 1/2" [12.7] G.W.B. BOTH SIDES OF 3 1/2" [90] WOOD STUDS AT 16" [400] O.C. |
| P1a | PARTITION ASSEMBLY: | WALL FINISH AS PER ROOM FINISH SCHEDULE; 1/2" [12.7] G.W.B. BOTH SIDES OF 5 1/2" [140] WOOD STUDS AT 16" [400] O.C.; 3 1/2" [89] ACOUSTIC BATT INSUL. TO STUD CAVITIES |
| P2 | PARTY WALL ASSEMBLY: | ( 1 HR. F.R.R. STC. 61 ) WALL TYPE W14a B.C.B.C. 2012; WALL FINISH AS PER ROOM FINISH SCHEDULE; 1 LAYER 5/8" [15.9] TYPE 'X' G.W.B.; 1 1/2" [38] x 3 1/2" [89] WOOD STUDS AT 16" [400] O.C.; 1" [25] AIR SEPARATION; 1 1/2" [38] x 3 1/2" [89] WOOD STUDS AT 16" [400] O.C.; 3 1/2" [89] MINERAL FIBRE INSUL. TO EACH SIDE; 2 LAYERS 5/8" [15] TYPE 'X' G.W.B. |
| P2s | PARTY WALL- SHEAR ASSEMBLY: | WALL P2 WITH SIESMIC SHEATHING WHERE REQUIRED. SEE STRUCTURAL. (TYPICALLY NOTED FOR ALL WALL TYPES) |
| P3 | CORRIDOR WALL ASSEMBLY: | ( 1 HR. F.R.R. STC. 56 ) WALL TYPE W11a B.C.B.C. 2012; WALL FINISH AS PER ROOM FINISH SCHEDULE; 1 LAYER 5/8" [15.9] TYPE 'X' G.W.B.; 2 ROWS 1 1/2" [38] x 3 1/2" [89] WOOD STUDS AT 16" [400] O.C. STAGGERED ON COMMON 1 1/2" [38] x 5 1/2" [140] PLATE WITH 3 1/2" [89] MINERAL FIBRE INSUL. TO STUD CAVITIES; RESILIENT METAL CHANNELS @ 24" [600] O.C.; 2 LAYERS 5/8" [15] TYPE 'X' G.W.B. |
| P3s | CORRIDOR WALL- SHEAR ASSEMBLY: | WALL P3 WITH SEISMIC SHEATHING WHERE REQUIRED. NOTE: WHERE CORRIDOR WALL IS SHEAR WALL, PLACE RESILIENT CHANNELS ON SUITE SIDE, PLYWOOD CORRIDOR SIDE. SEE STRUCTURAL. |
| P4 | ELEVATOR SHAFT ASSEMBLY: | 190 mm CMU MASONRY BLOCK (2 HR. F.R.R.) (CONCRETE FILLED); WOOD BEARING WALL AS REQUIRED - SEE STRUCTURAL; 5/8" [15.9] TYPE 'X' G.W.B. TO BE APPLIED TO ALL EXPOSED FACES |
| P4a | ELEVATOR SHAFT ASSEMBLY - WOOD FRAME: | ( 1 HR. F.R.R.) (S.T.C. 55 REQUIRED); 2x6 WOOD WALL AS REQUIRED - SEE STRUCTURAL; 5/8" [15.9] TYPE 'X' G.W.B. TO BE APPLIED TO ALL EXPOSED FACES |
| P5 | RATED WALL ASSEMBLY: | ( 1 HR. F.R.R. STC. 54 ) WALL TYPE W4b B.C.B.C. 2012; WALL FINISH AS PER ROOM FINISH SCHEDULE; 1 LAYER 5/8" [15.9] TYPE 'X' G.W.B.; SEISMIC SHEATHING IF REQUIRED. (SEE STRUC.); 1 1/2" [38] x 5.5" [140] WOOD STUDS AT 16" [400] O.C.; 5 1/2" [140] ACOUSTIC BATT INSUL. TO STUD CAVITIES; RESILIENT METAL CHANNELS @ 24" [600] O.C.; 2 LAYERS 5/8" [15] TYPE 'X' G.W.B. |
| P6 | RATED SHAFT WALL ASSEMBLY: | 15.9mm SHEETROCK GYPSUM FIRECODE CORE PANELS (JOINTS FINISHED); 64mm CGC C-H STUDS 25 ga. (600mm O/C); 25.4 SHEETROCK GYPSUM LINER PANELS; ( 1 HR. F.R.R. STC. 39 ) |
| P7 | CONCRETE WALL: | SEE STRUCTURAL |
| P8 | PARTITION ASSEMBLY: | WALL FINISH AS PER ROOM FINISH SCHEDULE; 5/8" [15.9] TYPE 'X' G.W.B. BOTH SIDES OF 3 1/2" [89] WOOD STUDS AT 16" [400] O.C.; 3 1/2" [89] ACOUSTIC BATT INSUL. TO STUD CAVITIES; WALL FINISH AS PER ROOM FINISH SCHEDULE; WALL TYPE W1a - 1HR.F.R.R. STC. 36 B.C.B.C. 2012 |
| P9 | PARTITION ASSEMBLY: | 2 LAYERS 5/8" [15.9] TYPE 'X' G.W.B. BOTH SIDES OF 3 1/2" [89] WOOD STUDS AT 16" [400] O.C.; 3 1/2" [89] ACOUSTIC BATT INSUL. TO STUD CAVITIES; WALL TYPE W2a - 2HR.F.R.R. STC. 38 B.C.B.C. 2012 |
Roof Assembly
| Ref | Assembly Name | Description |
|---|---|---|
| R1 | FLAT ROOF ASSEMBLY: | 2 PLY SBS MODIFIED BITUMINOUS MEMBRANE; 180 FR GRANULAR CAP SHEET ON 180 FLAM SHEET; 1/4" PROTECTION BOARD; POLY ISO RIGID INSULATION TO ACHIEVE R28; SELF ADHESIVE VAPOUR BARRIER; 5/8" [15.9] T&G PLY ON TJI's AS PER STRUCTURAL; 6 mil. POLY VAPOUR BARRIER; 1 LAYER 5/8" [15.9] TYPE 'X' G.W.B. |
| R2 | SLOPED ROOF ASSEMBLY: | 2 PLY SBS MODIFIED BITUMINOUS MEMBRANE; 180 FR GRANULAR CAP SHEET ON 180 FLAM SHEET; 1/4" PROTECTION BOARD; 5/8" [15.9] T&G PLY SHEATHING (AS PER STRUCTURAL) ON TJI's (SEE STRUCTURAL); CROSS STRAPPING TO FOR 2.5" min. CLEARANCE BETWEEN INSULATION AND SHEATHING; R40 BATT INSUL TO JOIST CAVITIES; T&G WOOD SOFFIT (EXTERIOR); 6 mil POLY VAPOUR / AIR BARRIER; 1 LAYER 5/8"[15.9] TYPE 'X' G.W.B. (INTERIOR) |
Legend
- D11: Door Type
- 1: Window Type
- P7: Wall Assembly
- FS: Install Spray Foam Insulation (Full cavity) to Floor System
Issue / Revisions
| No. | Issued / Revisions | Date |
|---|---|---|
| 14 | DEVELOPMENT VARIANCE | 18 FEB '22 |
| 13 | DP AMENDMENT | 25 OCT '19 |
| 12 | ISSUED FOR CONSTRUCTION | 5 JULY '18 |
| 11 | ISSUED FOR CONSTRUCTION | 7 MAY '18 |
| 10 | ISSUED FOR CONSTRUCTION | 1 MAY '18 |
| 9 | ISSUED FOR CONSTRUCTION | 19 APRIL '18 |
| 8 | ISSUED FOR CONSTRUCTION | 15 FEB. '18 |
| 7 | BUILDING PERMIT | 18 AUG. '17 |
| 6 | BUILDING PERMIT | 20 JUNE '17 |
| 5 | FOUNDATION PERMIT | 30 MARCH '17 |
| 4 | DEVELOPMENT PERMIT | 9 SEPT '16 |
| 3 | DEVELOPMENT PERMIT | 9 JUNE '16 |
| 2 | DEVELOPMENT PERMIT | 31 MAY '16 |
| 1 | DEVELOPMENT PERMIT | 11 MAY '16 |
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Project Information
- Architect: alan lowe architect inc.
- Address: 118 - 21 Erie Street, Victoria, British Columbia
- Phone: t 250.360.2888
- Project Title: RESIDENTIAL DEVELOPMENT
- Location: 280 ISLAND HIGHWAY, VICTORIA, BC
- Drawing Title: GROUND FLOOR PLAN
- Project No.: 15-445
- Date: 25 OCT 2019
- Scale: AS NOTED
- Drawn By: JW
- Checked By: LOWE
- Sheet No.: A2.1
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Document Images
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Extracted from: 2022 04 12 Committee of the Whole Agenda - Agenda - Pdf