FERNHILL DEVELOPMENTS WINCHESTER PARK PHASE II WHITBY, ONTARIO
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1 72X60 48X60 15 LOT 49R FERNHILL DEVELOPMENTS WINCHESTER PARK PHASE II WHITBY, ONTARIO MODEL: 35-5 'WINCHESTER' LOT 49R LOT 49R GROUND FLOOR AREA SECOND FLOOR AREA SUBTOTAL 1177 SF 1545 SF 2722 SF DEDUCT ALL OPEN AREAS 52 SF TOTAL NET AREA 2670 SF COVERAGE w/o PORCH 1574 SF 142 m² COVERAGE WITH PORCH 1624 SF m² Firm BCIN: 3186 Qualified Designer BCIN: 2972 Date: JANUARY 2017 WORK ON BEHALF OF DANLYN DESIGN UNDER DIVISION C, PART 3, SUBSECTION OF THE BULDING 1. ISSUED FOR REVIEW APR, 2017 TITLEPAGE T1
2 6'-0" [1.83] 33'- [.16] 21'-0" [4] 2'-5" [0.74] 5'- 11'-0" 11'-1" 22'- 13'-1" 7'- 20'- [2] 1'-9" LOT LINE LOT LINE 4'-3 1 2" [1.31] LINKED FOUNDATION (BELOW GRADE) STRUCTURAL 30"16" VINYL WINDOW (TYP.) + L '- [45] '- LOCATION OF FURNACE AND HOT WATER HEATER MAY VARY HWT FD PROPOSED ELEC. PANEL LOCATION 8'-6" '-0" 11'-3" 11'-3" DJ (LOW) 3 PC. ROUGH IN BATH HRV SUNKEN ABOVE (-1 RISERS) 11'-3" 3'- 4'- '-2" 11'- 6'-0" FURN. 2"X O.C. DJ (LOW) 2'-6" UNEXCAVATED (REMOVE TOP SOIL ONLY) 3'- 15A NOTE: FOUNDATION LEDGE TO BE CHECKED TO A MIN. HEIGHT OF 6" ABOVE GARAGE SLAB 27'- [43] STRUCTURAL 30"16" VINYL WINDOW (TYP.) + L1 3" W8X18 17 W8X W8X18 15A 16'- [98] 9'- 15'-0" STRUCTURAL 30"16" VINYL WINDOW (TYP.) + L UP 15R JSTS LAYOUT BY MANUF. UNEXCAVATED (REMOVE TOP SOIL ONLY) 1'- 3'- 1'-0" 18'-2" [54] 8'-2" 4'-32" 1 [1.31] 18'- [74] 9'-6" [9] 1'-0" 28'- [64] 34 9'-8 1 2" 15'-1" 6'-11" '- 14'-1" DJ 6'-6" 4'-4 1 2" DJ (LOW) DJ 3'-5" 2'-0" STRUCTURAL 30"16" VINYL WINDOW (TYP.) + L1 4'- 6'-3" 8'- 5'- 5'- 3'- 7'- 16'- 4'- 4'- 9'-1" 9'-1" 5'-6" [1.68] 6'-11" [11] 9'- [95] 22'-6" [86] 18'-2" [54] 62'-9" [19.13] LINTEL / BEAM SCHEDULE L1 2/2" (2/38184) SPR.#2 B1 3/2" (3/38184) SPR.#2 B2 4/2" (4/38184) SPR.#2 B7 5/2" (5/38184) SPR.#2 L3 2/2" (2/38235) SPR.#2 B3 3/2" (3/38235) SPR.#2 B4 4/2" (4/38235) SPR.#2 B8 5/2" (5/38235) SPR.#2 L5 2/2"" (2/38286) SPR.#2 B5 3/2"" (3/38286) SPR.#2 B6 4/2"" (4/38286) SPR.#2 B9 5/2"" (5/38286) SPR.#2 L (3 1/2 3 1/2 1/4 L) L (3 1/2 3 1/2 5/16 L) L (4 3 1/2 1/4 L) L 7899 (5 3 1/2 5/16 L) L (5 3 1/2 1/2 L) L (6 4 1/2 L) BASEMENT FLOOR PLAN Firm BCIN: 3186 Qualified Designer BCIN: 2972 Date: JANUARY 2017 WORK ON BEHALF OF DANLYN DESIGN UNDER DIVISION C, PART 3, SUBSECTION OF THE BULDING 1. ISSUED FOR REVIEW APR, 2017 BASEMENT FLOOR PLAN A1
3 6'-0" [1.83] 33'- [.16] 21'-0" [4] 3'- 2'-2" 28'- 4'-6" 5'-2" 23'- 8'-0" 6" 20'- [2] 2'-5" VENT HOOD TO EXTERIOR 3 1/2" STL. COL CONV. ROOF FRAMING 6'-1" 11'- [45] GROUND FLOOR PLAN '-6" 5'-3" 3'- 5'-2" 16'- [98] 9'- 14'- 3'- 2'-0" 3'-0" 3'-0" 2'- 6" 13'- 2" 5'-5" 6" 3'-62" 1 4'-22" 1 8'-6" 2'-0" 6" 5'-11" 4'-3" LAUN. / O.T.A. MUD ROOM UP 16R /2" STL. COL S T D 2'-0" 5'- 13'-0" 6" BREAKFAST / DINING 34 W DECK '-0" 6'-0" '- 11'- '- 1'-6" 7"5" DW ISLAND KITCHEN '- '-0" F 34 LINE OF FLOOR ABOVE ELEV. 'A' 2'-0" 3'-0" 7'-0" 11'- 3'- 3'- GARAGE 18'-2" 20'- LINE OF FLOOR ABOVE ELEV. 'B' 8'0"7'0" O/H GARAGE DOOR OPT. BREAKFAST COUNTER (FLUSH) (FLUSH) DN 1R 6" L1 11'-1" 9'- 2'-7" 6" W X STL. BM. w/ 1/ STL. PL. WELD TO FLANGE W X STL. BM. w/ 1/ STL. PL. WELD TO FLANGE 33 VENT OPT. F.P. TO EXTERIOR DIRECT VENT GAS FIREPLACE GREAT ROOM 14'- 24'-6" 18'-2" [54] 8'-0" 2" 1'-2" 8'-0" 1'-2" 8'-0" 1'-2" 3'-3" 5'-7" 19'-6" [94] 8'- [69] 1'-0" 28'- [64] 34 JSTS LAYOUT BY MANUF. 5'- 2'-0" JSTS LAYOUT BY MANUF. 8'0"7'0" O/H GARAGE DOOR DN 6R 3 1/2" STL. COL 3 1/2" STL. COL 3'-1" 17'-1" 6" 3'- 5'- 3'-2" 6" 6" 5'- 3'-0" FOYER COV. PORCH DN 9R JSTS LAYOUT BY MANUF. CONV. ROOF FRAMING PWD. 26 1'- [0.51] 5'-7" 9" 6" 5'- 1'- 2'-5" 2'-5" 6'-1" 8'-0" 5'- 5'- 6" 7'-2" 16'-6" 4'- 4'- 13'-1" 5'-11" 3'- '-6" 3'- 3'-1" [0.94] 22'-6" [86] 18'-2" [54] LINTEL / BEAM SCHEDULE L1 2/2" (2/38184) SPR.#2 B1 3/2" (3/38184) SPR.#2 B2 4/2" (4/38184) SPR.#2 B7 5/2" (5/38184) SPR.#2 L3 2/2" (2/38235) SPR.#2 B3 3/2" (3/38235) SPR.#2 B4 4/2" (4/38235) SPR.#2 B8 5/2" (5/38235) SPR.#2 L5 2/2"" (2/38286) SPR.#2 B5 3/2"" (3/38286) SPR.#2 B6 4/2"" (4/38286) SPR.#2 B9 5/2"" (5/38286) SPR.#2 L (3 1/2 3 1/2 1/4 L) L (3 1/2 3 1/2 5/16 L) L (4 3 1/2 1/4 L) L 7899 (5 3 1/2 5/16 L) L (5 3 1/2 1/2 L) L (6 4 1/2 L) Firm BCIN: 3186 Qualified Designer BCIN: 2972 Date: JANUARY 2017 WORK ON BEHALF OF DANLYN DESIGN UNDER DIVISION C, PART 3, SUBSECTION OF THE BULDING 1. ISSUED FOR REVIEW APR, 2017 GROUND FLOOR PLAN A2
4 6'-0" [1.83] 51'-3" [162] 1'-0" 1'-6" 15'-5" 7'- 15'- 5'-2" 9'-2" '-2" '- 2'-0" '-2" 4'-9" 2'- 9'-0" 2" 6"1'-0" 16: 3'-9" : 6'-0" OVAL TUB 6'-0" 11'- [45] BEDROOM 4 '-0" 7'-7" ENSUITE 14'- 4'-6" MAIN BATH GLASS SHOWER 5'-0" 9'-2" 8'-2" 16'- [98] 16: 14'- OPT. COFFERED CEILING MASTER BEDROOM 11'-0" 5'- 8'-0" 2" 5'- BEDROOM 2 '-2" 11'-0" BEDROOM 3 '-2" 11'-0" '-2" 5'- 2'-0" '-2" 5'-1" 2'-0" '-0" 1'- 6" 7" 16'-6" DN 16R 14'- 4'-3" O.T.B. BEDROOM 5 14'-11" WIC 5'-0" 5'- 11'-6" 3'-11" LIN. 2'- 1'- 1'- '-6" 6'-0" 4: 8'-2" 9'-6" 1'- 1'- [0.51] 1'- 1'-0" 16: 6"1'-0"2" 6'-1" 8'-0" 1'-6" 13'-0" 7'- 16'-6" 4'- 4'- 8'- 14'-2" 3'- '-6" 3'- 1'-6" 1'-0" 6'-11" [11] 9'- [95] 22'-6" [86] 18'-2" [54] LINTEL / BEAM SCHEDULE L1 2/2" (2/38184) SPR.#2 B1 3/2" (3/38184) SPR.#2 B2 4/2" (4/38184) SPR.#2 B7 5/2" (5/38184) SPR.#2 L3 2/2" (2/38235) SPR.#2 B3 3/2" (3/38235) SPR.#2 B4 4/2" (4/38235) SPR.#2 B8 5/2" (5/38235) SPR.#2 L5 2/2"" (2/38286) SPR.#2 B5 3/2"" (3/38286) SPR.#2 B6 4/2"" (4/38286) SPR.#2 B9 5/2"" (5/38286) SPR.#2 L (3 1/2 3 1/2 1/4 L) L (3 1/2 3 1/2 5/16 L) L (4 3 1/2 1/4 L) L 7899 (5 3 1/2 5/16 L) L (5 3 1/2 1/2 L) L (6 4 1/2 L) 4'-0" 2'-6" 6" 7'-0" 6" 2'-6" 8'-0" 2" 2'- 2'-6" 4'-0" 4'-0" 4'-0" 4'- 4'- [1.47] 3'- [1.02] 8'-0" [44] 3'- [1.02] 8'- [69] 1'-0" SECOND FLOOR PLAN Firm BCIN: 3186 Qualified Designer BCIN: 2972 Date: JANUARY 2017 WORK ON BEHALF OF DANLYN DESIGN UNDER DIVISION C, PART 3, SUBSECTION OF THE BULDING 1. ISSUED FOR REVIEW APR, 2017 SECOND FLOOR PLAN A3
5 6: 6: ROOF PLAN Firm BCIN: 3186 Qualified Designer BCIN: 2972 Date: JANUARY 2017 WORK ON BEHALF OF DANLYN DESIGN UNDER DIVISION C, PART 3, SUBSECTION OF THE BULDING 1. ISSUED FOR REVIEW APR, 2017 ROOF PLAN A4
6 TOP OF ROOF LOT LINE 6: ROOF MIDPOINT 6'-2 1 2" [1.9] 6'-2 1 2" [1.9] TOP OF PLATE 72X60 15 FIN. SECOND FLOOR FIN. MAIN FLOOR 2'-6" 6'- 6'- 9'- [3] 8'-0" [44] 24'-0 2" 1 [33] FIN. GRADE 8'- [69] 48X60 NKED FOUNDATION (BELOW GRADE) TOP OF BASEMENT SLAB LOT LINE FRONT ELEVATION Firm BCIN: 3186 Qualified Designer BCIN: 2972 Date: JANUARY 2017 WORK ON BEHALF OF DANLYN DESIGN UNDER DIVISION C, PART 3, SUBSECTION OF THE BULDING 1. ISSUED FOR REVIEW APR, 2017 FRONT ELEVATION A5
7 TOP OF PLATE FIN. SECOND FLOOR FIN. MAIN FLOOR FIN. GRADE ALLOWABLE UNPROTECTED OPENINGS TOTAL WALL AREA 364 LIMITING DISTANCE 1.25m / 1 ALLOWABLE OPENINGS 7% = 25 ACTUAL OPENINGS 21 * GLAZED AREAS TOP OF BASEMENT SLAB RIGHT SIDE ELEVATION 6 6 8'- [69] 9'- [3] 8'-0" [44] 2'-6" 6'- 6'- 30X60 72X54 48X30 24X54 24X54 21 ALLOWABLE UNPROTECTED OPENINGS TOTAL WALL AREA 486 LIMITING DISTANCE 05m / 7 ALLOWABLE OPENINGS % = 46 ACTUAL OPENINGS 40 * GLAZED AREAS ALLOWABLE UNPROTECTED OPENINGS TOTAL WALL AREA 482 LIMITING DISTANCE 1.75m / 7 ALLOWABLE OPENINGS 8% = 36 ACTUAL OPENINGS 33 * GLAZED AREAS 30X24 48X48 Firm BCIN: 3186 Qualified Designer BCIN: 2972 Date: JANUARY 2017 WORK ON BEHALF OF DANLYN DESIGN UNDER DIVISION C, PART 3, SUBSECTION OF THE BULDING 1. ISSUED FOR REVIEW APR, 2017 RIGHT SIDE ELEVATION (FACING PARK) A6
8 9'- [3] 8'-0" [44] 8'- [69] 4'-0" 16: 4'-0" LEFT SIDE ELEVATION 24X48 48X48 2'- 6'- 6'- 6 6 TOP OF PLATE FIN. SECOND FLOOR FIN. MAIN FLOOR FIN. GRADE TOP OF BASEMENT SLAB 30X42 30X16 STRUCTURAL WINDOW (TYP.) ALLOWABLE UNPROTECTED OPENINGS TOTAL WALL AREA 78 LIMITING DISTANCE 1.30m / 3 ALLOWABLE OPENINGS 7% = 75 ACTUAL OPENINGS 25 * GLAZED AREAS 4'-0" Firm BCIN: 3186 Qualified Designer BCIN: 2972 Date: JANUARY 2017 WORK ON BEHALF OF DANLYN DESIGN UNDER DIVISION C, PART 3, SUBSECTION OF THE BULDING 1. ISSUED FOR REVIEW APR, 2017 LEFT SIDE ELEVATION A7
9 6: TOP OF PLATE 9'- [3] 8'-0" [44] 6'- 6'- FIN. SECOND FLOOR 48X60 72X54 33 FIREPLACE VENT 48X60 48X42 6' SLIDER FIN. MAIN FLOOR 8'- [69] TOP OF BASEMENT SLAB 36X30 36X30 REAR ELEVATION Firm BCIN: 3186 Qualified Designer BCIN: 2972 Date: JANUARY 2017 WORK ON BEHALF OF DANLYN DESIGN UNDER DIVISION C, PART 3, SUBSECTION OF THE BULDING 1. ISSUED FOR REVIEW APR, 2017 REAR ELEVATION A8
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