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Copyright reserved. These plans and designs are at al l
times the property of the designer to be used for the
project shown. Written consent is required from the
designer before any reproduction. Contractor to verify
all lines, levels, surveys, dimensions, specifications,
location of building on site, and location of all services
prior to construction . All work to be done in accordance
with the B.C. Building Code, current edition, and all loca l
building bylaws.
All work to be done in a prudent manner and to the
approval of warranty provider, designer is not
responsible for any field review or compliance to codes
and/or poor building practices. Designer recommends
that owner / builder retain independant inspections to
ensure proper design and construction of building
envelope.
DN TO GRADE
39'-2" 39'-2"
3 / 2 X 10 3 / 2 X 10
9'-0" 12'-0" 18'-2" 15'-7" 5'-5" 3'-6" 14'-8"
8'-0" 8'-0"
4'-7" 6'-0" 12'-0" 4'-0" C
/ 1'-6"
O
DECK " NAIL
5'-8 1/2" 7'-0" 6 D
16/0 X 8/0 1
7'-6 1/4" T AN 6'-5" 8'-0"
A
42" RAILING 8
APPROVED VINYL DECK X
2 GLUE
2/0 X 3/0 6/0 X 4/0 3/0 X 3/0 6/0 X 4/0 3/0 X 1/0 4/0 X 4/0
3 / 2 X 10 2/8 X 6/8 2'-0" 60" X 34"
SUITE AREA TUB & SHWR
33" VAN
4/0 X 6/8
36"
5'-8" X 710 SF L BEDROOM 1
F
0
60"SHWR 2/6 X 6/8 O 1 15/0 X 10/0
R VENTED RANGE HOOD 9'-2" "
C 9'-6" X 0
-
MI 5" EXHAUST FOR BATH FAN 2 INTERCONNECTED '
0 ELECTRIC BASEBOARD HEAT FOR / SMOKE ALARM 11
10'-8" 1 3
2/6 X 6/8 BEDROOM 1 DINING X SUITE AND HOUSE
2 AN WASH 8
11/8 X 13/8 10/0 X 14/0 / 10'-0" 8 V /
ATTIC / 6
3 6 " DRY 3'-4" 2 X 10 AT 16" O/C
5'-2" ACCESS 0 X
INTERCONNECTED X 4 GLUE AND NAIL
SMOKE ALARM BUILDING FACE WITHIN 1.2M OF LIVING/DINING L 2/6 2/6
ASS PROPERTY LINE MUST BE 19'-0" F INTERCON PHOTO ELECTRIC
L NON COMBUSTIBLE CLADDING ROOM 10 NECTED C/O SMOKE ALARM 1'-8"
G
X SMOKE 3'-6"
Y 15/4 X 17/8
3'-0" 2 ALARM
ET 2/0 X 6/8 2'-0" / 2/6 X 6/8
8 2
SAF / 2 X 10 AT 16" O/C
" 6 3'-4" CANTILEVER AND SOFFITS WITHIN 1.2M OF GLUE AND NAIL
0 4 SHWR 36" VAN 2/6 X 6/8
5'-4" / 3 X PROPERTY LINE MUST BE 7/16" WASH GAS 4'-6"
1 X & 2/6 1'-8" SOLID SHEATHING OR .38MM SHEET METAL REF REF 2'-0" HWT 20 MIN BEDROOM 2
X 4'-10 5/8" DRY RATED
0 0
/ 60" TUB INTERCONNECTED 3'-8" 1'-4" 12/0 X 10/8 / 7'-0"
3 SMOKE ALARM 4'-4" F C 6'-0" 4
2/6 X 6/8 O / 6'-6" 2/6 X 6/8 2'-4" X
PHOTO ELECTRIC O INTERCONNECTED 0
32'-0" 3'-4" O " 2 X 10 AT 16" O/C /
3'-2 SMOKE ALARM/CO DOWN R 4 GLUE AND NAIL SMOKE ALARM 4
2/0 X 6/8 14 R 2 3/0 X 6/8
2'-4" 3 T 34'-0" 2/8 X 6/8 34'-0"
2/6 X 6/8 /
8 A CLOSER
" 2/6 X 6/8
2'-4" INTERCON
39'-0" NECTED 8 39'-0"
2/6 X 6/8 SMOKE /
2/6 X 6/8 ENGINEEREDTRUSSES ALARM 2'-4" 6 5'-4"
6'-0" X
4'-10" L " 1'-4" 4/0
3'-4" 2'-5 1/2" 4'-2" AL 4
W /
1
"
6 22'-0"
3 10'-0 GREAT ROOM C RAILING
BEDROOM 2 BEDROOM 3 13/0 X 18/0 / 3'-4"
" BUILDING FACE WITHIN 1.2M OF O 2/6 X 6/8
4 NAIL
9/6 X 12/10 10/0 X 11/0 - 2 X 10 AT 16" O/C
13'-6" ' GAS PROPERTY LINE MUST BE 16"D WOOD GLUE AND NAIL
INTERCONNECTED 11 FIREPLACE 4'-2"NON COMBUSTIBLE CLADDING GARAGE T AN "
INTERCONNECTED 19/8 X 19/6 A 4 36"
SMOKE ALARM SMOKE ALARM 10 / UP 2/6 X 6/8
1 DEN
DROP GARAGE SLAB 6" AND X 9 14 R
SLOPE GARAGE SLAB 2" 2 GLUE ENTRY 10/8 X 10/0 10'-8"
3'-6" 20'-0" 7/4 X 7/6 11'-6"
#2548 ENGINEERED GIRDER #2548 #3274 ENGINEERED GIRDER 5'-8" #5526 #4251
SEAT SEAT #3274 5'-10" #5526 ENGINEERED FLUSH BEAM ENGINEERED BEAM
1'-0" 2/6 X 2/0 6/8
4/0 X 4/0 4/0 X 4/0 2'-0" X 2'-6"
2 X 10 AT 16" O/C WITH 3/0 5/0 X 4/0
7/6 X 5/0 2 X 6 ROOF RAFTERS AT 24" O/C 5/4 X 6/8
4'-9" FLOOR SHEATHING TO BE ENGINEERED ROOF
7'-0" INSTALLED OVER 2 X 10 FRAMING TRUSSES AT 16" O/C
5'-0" PRIOR TO ROOF FRAMING 5'-0"
ENGINEERED GIRDER
3 / 2 X 12 16/0 X 7/0 3 / 2 X 10
TYPICAL 6 X 6 POST C/W
14" X 14" X 36" BASE FOR ROCK
3'-6" 3'-6"
4'-0" 12'-6" 10'-8" 12'-0" 20'-8" 6'-6" 12'-0"
39'-2" 39'-2"
SINGLE FAMILY
UPPER FLOOR PLAN 1291 SF BASEMENT PLAN 1011 SF + 422 sf garage SAMPLE PLAN
SCALE 1/4" = 1' 0" SCALE 1/4" = 1' 0"
GENERAL NOTES:
ALL LUMBER TO BE S.P.F. # 2 OR BETTER
ALL LINTELS TO BE 2 - 2 X 10 U.N.0.
CONTRACTOR TO VERIFY ALL LINES, LEVELS, SURVEYS,
DIMENSIONS AND LOCATION OF SERVICES PRIOR TO CITY OF NANAIMO
STARTING CONSTRUCTION.
DRAWINGS ARE NOT TO BE SCALED.
ALL FOOTINGS TO BEAR ON SOLID UNDISTURBED NATIVE
SOIL OR ENGINEERED FILL AND BELOW FROST DEPTH.
SCALE: NOTED
DATE:
SEPT 2013
SHEET:
Copyright reserved. These plans and designs are at al l
times the property of the designer to be used for the
project shown. Written consent is required from the
designer before any reproduction. Contractor to verify
all lines, levels, surveys, dimensions, specifications,
location of building on site, and location of all services
prior to construction . All work to be done in accordance
with the B.C. Building Code, current edition, and all loca l
building bylaws.
All work to be done in a prudent manner and to the
approval of warranty provider, designer is not
responsible for any field review or compliance to codes
and/or poor building practices. Designer recommends
16'-0" that owner / builder retain independant inspections to
ensure proper design and construction of building
envelope.
8'-0" 8'-0"
39'-2" 39'-2"
3 / 2 X 10 3 / 2 X 10
40'-6" 15'-7" 5'-5" 3'-6" 14'-8"
40'-6" C
20'-5" 18'-11" 11" /
BAND SPACING BAND SPACING 20'-5" O NAIL 18'-11" 11"
16"D
8'-0" 1/2" SHEATHING BRACED WALL PANEL BAND SPACING T AN BAND SPACING 8'-0"
1/2" SHEATHING BRACED WALL PANEL 3'-6" 16'-6" 3'-0" 12'-6" 3'-8" 40'-6" X 25% = 10'-1 1/2" REQUIRED 3'-6" 16'-6" 3'-0" A 12'-6" 3'-8"
40'-6" X 25% = 10'-1 1/2" REQUIRED PROVIDED 10'-2" 10
PROVIDED 10'-2" PANEL PANEL PANEL PANEL X PANEL
DECK PANEL 2 GLUE
2/0 X 3/0 6/0 X 4/0 3/0 X 3/0 16/0 X 8/0 6/0 X 4/0 3/0 X 1/0 4/0 X 4/0
L
L L L E
E 3 / 2 X 10 L E E N
N E N 2'-0" N 2'-0"
2'-6" 2'-0"N 2'-6" L 2'-0" PA
PA PA PA E PA
4'-0"N 1/2" DRYWALL BRACED WALL PANEL
PA STUDS AT 16" O/C 1 1/8" SCREWS AT 12" O/C
1/2" DRYWALL BRACED WALL PANEL 34' X 25% = 8'- 6" REQUIRED
STUDS AT 16" O/C 1 1/8" SCREWS AT 12" O/C PROVIDED 8'- 6"
ON VERTICAL SUPPORTS AND PLATES
9'-6" PROVIDEPROVIDE SOSOLLIIDD BLBLOOCCKIKINNGG
34' X 25% = 8''-6" REQUIRED L BEDROOM 1
F ATAT WWALALLL L LIINNEE BELBELOOWW CCANANTTIILLEVEREVER
PROVIDED 8'-6" 0 0 15/0 X 10/0
1 1 9'-2"
BEDROOM 1 DINING X X
2 10'-0" G G
11/8 X 13/8 10/0 X 14/0 / N N 2 G
" G 3 " I I / 2 X 10 AT 16" O/C " N
N 3 I
4 I 4 4
/ / AC AC GLUE AND NAIL / AC
1 AC 12'-8" 1 SP SP LIVING/DINING 1
18'-2" SP
SP 19'-0"
18'-2 15'-10" 15'-4" 18'-2BAND BAND ROOM 16'-0" 1'-8" 15'-10"18'-2
BAND 14'-6" 15/4 X 17/8 3'-0" BAND
1'-0" 1/2" DRYWALL BRACED WALL PANEL BEDROOM 2
BAND STUDS AT 16" O/C 1 1/8" SCREWS AT 12" O/C 1/2" SHEATHING BRACED WALL PANEL 2 X 10 AT 16" O/C
0 ON VERTICAL SUPPORTS AND PLATES 34' X 25% = 8'-6" REQUIRED GLUE AND NAIL 1'-0" 10/8 X 12/0
/ PROVIDED 8'-6" 1/2" DRYWALL BRACED WALL PANEL
1 40'-6" X 25% = 10'- 1 1/2" REQUIRED BAND STUDS AT 16" O/C 1 1/8" SCREWS AT 12" O/C
X PROVIDED 10'- 2"
0
/ 6'-0" ON VERTICAL SUPPORTS AND PLATES
3
2'-0" 13'-8" 4'-6" 14'-4" 3'-8" 1'-4" L 40'-6" X 25% = 10'- 1 1/2" REQUIRED 0
E 6'-6" /
32'-0" PANEL PANEL DOWN PANEL N PROVIDED 12'- 4" 4
14 R 3'-0" X
PA 0
34'-0" / 34'-0"
4
L 1'-2" L 1'-2" L
E BAND E BAND E
N L N N
2'-0" E 2'-0" L 3'-0"
PA N 39'-0" PA 2'-0" 5'-2" 8'-0" E 20'-8" 2'-4" PA 39'-0"
4'-6"PA 4'-6"N
" PANEL PA PANEL 1/2" SHEATHING BRACED WALL PANEL
4 1'-4" 3/8" SHEATHING BRACED WALL PANEL 34' X 25% = 8'-6" REQUIRED
/
4'-8" 1 GARAGE SIDE ONLY STUDS AT 16" O/C PROVIDED 8'-6"
1/2" SHEATHING BRACED WALL PANEL 10'-0 10'-2" G 2 1/2" NAILS 3" O/C ON EDGES, 12" ON SUPPORTS G
N 19'-8" X 50% = 9.43' TOTAL PROVIDED 10'-0" N
34' X 25% = 8'-6" REQUIRED " I 7'-0" " I
PROVIDED 8'-6" " 12'-4" 4 4 AC
4 / AC 1/2" SHEATHING BRACED WALL PANEL GARAGE /
/ 3 3 SP
3 SP 39' X 25% = 9'-9" REQUIRED 19/8 X 19/6 2 X 10 AT 16" O/C
L 7'-2" GLUE AND NAIL 9'-8"
E 14'-3 PROVIDED 10'-0" 1/2" DRYWALL BRACED WALL PANEL 14'-3
14'-6G N G BAND
N 4'-0"PA BAND N STUDS AT 16" O/C 1 1/8" SCREWS AT 12" O/C
I BEDROOM 2 BEDROOM 3 GREAT ROOM I 20' X 25% = 5'-0" REQUIRED 9'-0" DEN
AC 9/6 X 12/10 10/0 X 11/0 13/0 X 18/0 AC PROVIDED 7'-6" UP 10/8 X 10/0 PROVIDE SOLID BLOCKING
SP SP L AT WALL LINE BELOW CANTILEVER
20'-0" 20'-7" E THICKEN FOOTING THICKEN FOOTING 14 R ENTRY 11'-6"
N
L 3'-8" 4'-0" 30" X 30"X 10" 30" X 30"X 10" 7/4 X 7/6
E PA
BAND3'-0" ENGINEERED GIRDER 2'-0"N ENGINEERED GIRDER BAND CONCRETE PAD CONCRETE PAD
PA ENGINEERED GIRDER ENGINEERED BEAM
L 5'-10" L
E TYPICAL BRACED WALL BAND E
3'-6"N HYDRO METER OR L 6/8 3'-6"N
2'-6" 2/6 X 2/0 2'-6" E X 2'-6" 2'-6" PA
BAND 4/0 X 4/0 4/0 X 4/0 2'-0" BAND PA ELECTRICAL PANEL 2'-0"N 3/0 BAND
CAN NOT BE LOCATED PA
7/6 X 4/6 IN SHEAR PANEL ROOF FRAMING AT 24" O/C 5/0 X 4/0
7'-0" 4'-0" 12'-6" 4'-2" 16'-3" 2'-3" 7'-6" TOP PLATE NAILING FOR ROOF FRAMING 2'-7" 6'-11" 2'-6"
PANEL PANEL PANEL 5'-0" PERPENDICULAR WALLS AT 16" O/C PANEL PANEL 5'-0"
1'-10" 3 1/4" NAILS AT 12" O/C
TOP PLATE NAILING PATTERN 3 / 2 X 12 16/0 X 7/0 3 / 2 X 10
THIS AREA 6 / 3 1/4" NAILS FRONT GARAGE WALL EXEMPT PROVIDED 1/2" SHEATHING BRACED WALL PANEL
25% OF SIDE WALLS AND 50% OF REAR WALL 20'-4"" X 25% = 5'- 1" REQUIRED
CONSTRUCTED AS BRACED WALL PANELS PROVIDED 5'- 1"
1/2" SHEATHING BRACED WALL PANEL
40'-6" X 25% = 10'-1 1/2" TOTAL PROVIDED 10'-5"
3'-6" 3'-6" 20'-8" 1'-10"
BAND
4'-0" 12'-6" 10'-8" 12'-0" 20'-8" 6'-6" 12'-0"
39'-2" 39'-2"
SINGLE FAMILY
UPPER FLOOR LATERAL LOAD PLAN BASEMENT FOUNDATION/LATERAL LOAD PLAN SAMPLE PLAN
SCALE 1/4" = 1' 0" SCALE 1/4" = 1' 0"
GENERAL NOTES: TYPICAL FOUNDATION
ALL LUMBER TO BE S.P.F. # 2 OR BETTER 6" CONCRETE WALL
ALL LINTELS TO BE 2 - 2 X 10 U.N.0. 0N 18" X 6" FOOTING C/W 2 - 10M
CONTRACTOR TO VERIFY ALL LINES, LEVELS, SURVEYS, TYPICAL PAD
DIMENSIONS AND LOCATION OF SERVICES PRIOR TO 8" X 8" CONCRETE PIER ON CITY OF NANAIMO
STARTING CONSTRUCTION. 24" X 24" X 8" PAD
DRAWINGS ARE NOT TO BE SCALED. REAR FOUNDATION
ALL FOOTINGS TO BEAR ON SOLID UNDISTURBED NATIVE 8" CONCRETE WALL
SOIL OR ENGINEERED FILL AND BELOW FROST DEPTH. 0N 18" X 6" FOOTING C/W 2 - 10M
SCALE: NOTED
DATE:
SEPT 2013
SHEET:
Copyright reserved. These plans and designs are at al l
times the property of the designer to be used for the
project shown. Written consent is required from the
designer before any reproduction. Contractor to verify
MAXIMUM ALLOWABLE RIDGE = M all lines, levels, surveys, dimensions, specifications,
location of building on site, and location of all services
prior to construction . All work to be done in accordance
with the B.C. Building Code, current edition, and all loca l
FIBREGLASS SHINGLES building bylaws.
6/12 PITCH All work to be done in a prudent manner and to the
approval of warranty provider, designer is not
responsible for any field review or compliance to codes
1 X 4 0N 1 X 8 WOOD FASCIA and/or poor building practices. Designer recommends
that owner / builder retain independant inspections to
ACTUAL RIDGE = M ensure proper design and construction of building
2 X 8 TRIM C/W DRIP FLASHING envelope.
VINYL SIDING
TYPICAL ROOF ASSEMBLY 12
5/12 PITCH 30 YEAR LAMINATED SHINGLES
6/12 PITCH ROOFING FELT
7/16" SHEATHING 6 MAIN ROOF SLOPE
ENGINEERED ROOF TRUSSES
R 40 F.B. INSULATION VENT 1/300
6 MIL POLY V.B.
5/8" TYPE 'X' GWB
RIVER ROCK
NG: 0.00 NG: 0.00 5" ALUMINUM FASCIA GUTTER
FG: 0.00 FG: 0.00
FRONT ELEVATION " " CANTILEVER AND SOFFITS WITHIN 1.2M OF
4 4
/ TYPICAL FLOOR ASSEMBLY / PROPERTY LINE MUST BE MINIMUM 7/16"
3 5/8" T & G SHEATHING 3 SOLID SHEATHING
MAXIMUM ALLOWABLE RIDGE = 0 M 12 26'-6 2 X 10 FLOOR JOISTS 9'-0 C/W FINISH SOFFIT AS REQUIRED
1/2" GWB OR .38MM SHEET METAL
RAISE ROOF FRAMING TO ALLOW 5 VINYL SIDING AS PER ELEVATIONS
ACTUAL RIDGE = 0 M FOR 2 X 10 FRAMING 2 LAYERS STAGGERED 30 MINUTE PAPER OR EQUAL
7/16" OSB SHEATHING
2 x 6 AT 16" O/C
R -28 BATT R - 20 F.B. INSULATION
6 MIL POLY V.B.
1/2" GWB
3/4" FLOOR SHEATHING OVER T
2 X 10 FRAMING AT 16" O/C T
2 X 6 ROOF FRAMING AT 16" O/C BA BUILDING FACE WITH IN 1.2M OF
"
0 4 PROPERTY LINE MUST BE
3/8" SHEATHING TO INSIDE FACE OF -2 / NON COMBUSTIBLE CLADDING
WALL, SEE LOCATION ON PLAN 3
R 8'-0 45 MIN RATED
4" CONCRETE SLAB ON
GARAGE FLOOR 6 MIL POLY V.B. ON
SLOPE 2" MIN 12" COMPACTED GRANULAR FILL MINIMUM 8" CLEAR TO GRADE
BASEMENT SLAB M 2 COATS ASPHALTIC EMULSION
GARAGE DOOR 0 M 6" R 10 RIGID R 10 RIGID
TAPER TOP EDGE TAPER TOP EDGE 3" DRAIN FOR RAIN WATER LEADER
BASEMENT SLAB 0 M 4" PERFORATED DRAINTILE
DRAINROCK COVER
TYPICAL SECTION
SCALE 1/4" = 1' 0"
LEFT SIDE ELEVATION SPATIAL SEPARATION
LIMITING DISTANCE 5.0'
WALL AREA 610 SF
ALLOWABLE OPENINGS 51 SF ( 8%)
ACTUAL OPENINGS 22SF ( 4 %)
INSTALL OPENING MINIMUM
3" ABOVE FLOOR SHEATHING
APPROVED DECK ASSEMBLY
3/4" SHEATHING
2 X 10 AT 16" O/C JOISTS TYPICAL FLOOR ASSEMBLY
6 MIL POLY V.B. 5/8" T & G SHEATHING
5/8" TYPE 'X' GWB 2 X 10 FLOOR JOISTS
1/2" GWB
3'-6"
R -28 BATT
41'-6" 3/4" FLOOR SHEATHING OVER
7.5 M REAR YARD SETBACK 2 X 10 FRAMING AT 16" O/C
NG: 0.00 NG: 0.00
FG: 0.00 FG: 0.00 AVERAGE NATURAL GRADE = 0 M NO INSULATED SPACE
REAR ELEVATION MAXIMUM ALLOWABLE RIDGE = 0 M
5'-0" 39'-2" 5'-10" AVERAGE PROPOSED GRADE = 0 M
ALL UNPROTECTED OPENINGS TO NG: 0.00 MAXIMUM ALLOWABLE RIDGE = 0 M GARAGE FLOOR
FG: 0.00 NG: 0.00
HAVE SLOPED METAL FLASHING FG: 0.00 SLOPE 2"
ACTUAL RIDGE = 0 M BASEMENT SLAB M
BUILDING FACE WITH IN 1.2M OF GARAGE DOOR 0 M
PROPERTY LINE MUST BE
NON COMBUSTIBLE CLADDING BASEMENT SLAB CIVIC: ROAD
45 MIN RATED 0 M SINGLE FAMILY
LEGAL: LOT 11 PLAN VIP
39'-0" ZONE: R 1 SAMPLE PLAN
LOT AREA: 5540 SF SECTION SHOWING
FLOOR AREA RATIO 0.46 DECK OPTION
GARAGE DOOR NG: 0.00
0 M FG: 0.00 LOT COVERAGE: 32.6 % SCALE 1/4" = 1' 0"
NG: 0.00 NG: 0.00
FG: 0.00 FG: 0.00 BUILDING AREA:
MAIN 1291 SF CITY OF NANAIMO
BASEMENT 1011 SF + 422 SF GARAGE
20'-0" DRIVEWAY TOTAL 2302 SF
SLOPE UP 2 %
PIN 0 M COVERED DECKS 105 SF
PROPOSED BUILDING HEIGHT 26'-0"
CURB 0 M SCALE: NOTED
RIGHT SIDE ELEVATION SPATIAL SEPARATION
LIMITING DISTANCE 5'-10' ' DATE:
SCALE 1/8" = 1'-0 " WALL AREA 560 SF SEPT 2013
ALLOWABLE OPENINGS 47 SF ( 8 %) ROAD
ACTUAL OPENINGS 24 SF ( 4 %)
SHEET:
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