Project North B E F G C D - · PDF fileCSI Building Science Western ltd ... to be a self...

2 6 12 20

Scale: 1/8" = 1'-0"

1.1

SITE PLAN

11/02/16 Issued for Foundation Layout

DATE:

REVISIONS:

DRAWN: www.negus.ca

107- 657 MARINE DRIVE!WEST VANCOUVER, BC!V7T 1A4!!PH 604 926 6058!FAX 604 926 9141email: [email protected]

PROJECT:

Burgers!architecture inc.

bai

6132 Bonnie Bay Place West Vancouver, BC

Date10/10/19 Issued for Building Permit

Description

10/10/23 Design Revision

Consultants:Design:Cedric Burgers

Burgers Architects inc.suite 107, 657 Marine drV7T 1A4 West Vancouver, BCph. 604.926.6058fax :604.926.9141

Structural: Boris KlarichCA. Boom structural engineers3014 Edgemont BoulevardV7R 2N4 North Vancouver BCph. 604.986.4775fax. 604.986.9054

Geotechnical: Paul DaviesDavis Geotechnical inc 5033 Regent StV5C 4H4 Burnaby BC.ph. 604.454.7519

Envelope: Ralph JeckCSI Building Science Western ltd.Unit 12 62 Fawcett RoadV3K 6V5 Coquitlam BC.ph. 604.523.1366ph. 604.523.1303

Surveyors: Chapman Land Surveying Ltd.Suite 107/100 Park Royal SouthV7T1A2 West Vancouver BC.ph. 604.926.7311fax. 604.926.6932

Contractor: Cedric Burgers Developments Ltdsuite 107, 657 Marine drV7T 1A4 West Vancouver, BCph. 604.926.6058fax :604.926.9141

Drawing Index1.1 Site plan

2.1 Foundation Plan2.2 Basement Plan2.3 Main Floor Slab Plan2.4 Main Floor Plan2.5 Upper Floor Framing Plan2.6 Upper Floor Plan2.7 Roof Framing Plan2.8 Roof Plan

3.1 North & South Elevations3.2 West & East Elevation

4.1 Sections A-A & B-B4.2 Sections C-C & D-D4.3 Sections E-E, F-F4.4 Sections G-G, H-H4.5 Sections J-J, K-K, L-L

Detail Book66 pages

11/06/14 Issued for Construction11/07/14 Minor Revisions 1

N

Project!North

Rock73.9

88.2

89.8

91.3

77.5

77.4

77.3

77.4

77.171.5

24-595.8

Old Pin

68

70

72

74

76

96

9492

90

88

8684

8082

78

80

84

88

96

94

92

78

80

82

84 86

88

84

80

82

68

767472

Lot 70AREA = 14,272 Sq. Ft.

RIGHT OF WAYEXPLANATORY PLAN 13702

PLAN 16061

24° 1

5' 0

1"

87.1

0

103° 59' 08"121.69

a= 41.00

r= 50.00

82.6

1

26° 1

9' 5

5"

66.65289° 09' 20"81.024-2Old Pin

89.30

CHIMNEYS & FIREPLACES 1. Minimum 2” clearance between chimney and combustible framing. 2. Minimum 4" clearance between fireplace and combustible framing 3. Masonary fireplace hearths must conform to # 9.22.5.1. 4. C.0. detectors required as per #9.32.4.1(8) GUARDRAILS 1. Guardrails: to be a minimum 42” exterior and 36'. interior height. 2. No member facilitating climbing permitted from 4" to 36” above the floor or walking surface (in all guards). 3. Maximum 4' opening in all stair, deck and balcony guards (interior and exterior) 4. All glass guards to have top cap unless approved by Prof Engineer. 5. A minimum of 36" in height is permitted for decks within 5'- 11" of grade. 6. Guard rails required to all drops exceeding 24" where access is provided (e.g. window wells) GLAZING 1. Glass in windows and doors to be double-glazed. 2. Glass in entrance, shower and sliding doors, and windows within 8" of floor and within 36" of deadbolts are all to be safety glass. 3. Sidelights 20" + in width are to be safety glass. 4. Windows in walls enclosing shower or tubs are to be safety glass and be located above the waterproof wall finish height. 5. The bottom of an openable window in a bedroom is not to exceed 4’-11” above the floor, and have a min. opening width of 15" with an area of 3.75 sq.ft. 6. Window wells are to be 22" minimum width when required as a bedroom egress. MASONRY VENEER WALL. I . Provide masomy/veneer wall flashing ties and weep holes as per # 9.20. GARAGES 1.Door between garage and dwelling are to be a self closing and weatherstripped solid core door. 2.Thicken slab at garage entry to 19" below grade. MISCELLANEOUS 1. Cross bridging required @ 7’-0” o/c maximum for floor and roof joists. 2. Lino or equal required to bathroom floors 3. Waterproof wallboard required as tile base around tubs and showers, 4. 5/8" Drywall required to ceiling members at 24" o.c. 5. Provide 8” clearance between grade and siding. 6. Damp-proofing for slabs. including crawI space to be 6 mil “UV” poly. 7. Furnace and laundry room door width of 2’-8” min. 8. NRP hinges required for out swinging exterior doors. 9. One hard wired-smoke alarm required per floor, all smoke alarms to be interconnected. 10. Smoke alarms required on every floor level, differing by 36" and within 5 meters of bedroom doors and 15 meters of each other. 11. A 5 lb. A.B.C. dry chemical fire extinguisher is required for the kitchen. 12. Provide, flashing between horizontal intersections of differing wall finishes. 13. Flashing to slope away from building. 14. Secure hot water tanks to prevent overturning.

EXCAVATIONS 1. Geotechnical Engineer is to certify a site is safe for workers when the slope of the excavations exceed 3/4 horizontal to one vertical or excavation exceeds 48”. 2. Inspections can only be done if site is posted as safe by Prof. Engineer. FOUNDATIONS I . Pad footing are required to be 26 x 26 x 9" min. 2. Footings are to extend 18” below grade minimum. 3. Foundation walls of basement below grade and crawl spaces must be insulated with R12 to 24" below grade. 4. Provide 1/2” Ø anchor bolts @ 8'.0" o/c. 5. Anchor posts to footings to resist uplift. VENTILATION 1. Uniformly distribute ventilation to flat and vaulted roofs to 1/150 of insulated ceiling area. Venting is required to be two-way 2. Min. 2 x 2 cross purlins to flat, vauIted ceilings, and decks over living areas to conform to #9.19.1.2.(4). 3, Provide mim 2 1/2” clearance between roof sheathing and insulation #9.19.1.3. 4. Ventilate attics to 1600 of insulated ceiling area 5. Roof vents must be uniformly distributed with a minimurn of 25% at base and 25% in roof top. 6. Provide weather stripped attic acccss of 1’-8" x 2'-4" 7. Submit Mechanical Ventilation/Air Conditioning design and letter of supervision by Prof. Engineer. certified HRA1 or HVC Technician at frame and final inspection. 8. Continuous or intermittent exhaust fans are required to all bathrooms and kitchens as per #9.32.3.3. INSULATION 1. Insulation where subject to mechanical damage is to be covered as per #9.25.2.3.(7) with drywall or equivalent (e.g. crawl storage areas) 2. Wall insulation to be R20 minimum if dwelling is not heated by natural gas. 3. Minimum insulation values R 14 walls, R28 for flat or vaulted ceilings, and R40 for attic spaces, 4. Ceiling and walls to have 6 mil U.V. poly fully caulked as per # 9.25. 5. R 10 rigid insulation required around unheated slabs on grade; 20" vertical or horizontal from bottom edge of slab. 6. R12 rigid insulatiion required under entire slab area for slabs with radiant heating. STAIRS 1. Straight stair: Rise min. 5”, max. 7.87".Run min. 8.25", max. 14" 2. All treads to have 1" nosing. 3. Minimum headroom is 6.56’ from a line through nosings, measured vertically. 4. Handrail to be between 32" to 38"from a line, measured vertically, through nosing. 5. Winders to conform to 3.3.1.15(9). 6. Primary stair minimurn width 34". 7. Curved stairs and stairs 43" in width or greater require 2 handrails, 8. Handrail required on interior stairs with three or more risers, and exterior stairs with four or more risers. 9. Handrail as a guard is to be between 36" and 38".

289° 09' 20"

1

2

3

4

A B E GF

5

6

C D 99'-0"

55'-0

"

12'-10"

9'-4

" t.o.w. 72'-6'

t.o.w. 69'-0'

11/06/14

NOTE:!Landscape design by Landscape Architects

shower

slope down

grate

EL.88.3'

t.o.w EL.94.0'

26'-8"

EL.88.3'

b.o.w EL.88.3'

t.o.w EL.88.3' b.o.w EL.86.6'

b.o.w EL.88.3' t.o.w EL.88.3'

UP

rock face to be retained!(according to site conditions)

concrete pavers!on grade 2'0" x 4'3"

grass (garden)

guardrail

21'-0"8'-6

"

4'-3

"

20'-1"

EL.94.0'

11

1

12.5

% G

RAD

E

EL.71.5'

EL.69.96'

EL.67.75'

EL.66.13'

EL.66.0'

t.o.w EL.79.5' b.o.w.EL 78.6'

t.o.w EL.79.5' b.o.w.EL 78.4'

t.o.w EL.79.5' b.o.w.EL 79.2'

t.o.w EL.79.5' b.o.w.EL 78.3'

t.o.w EL.88.5' b.o.w.EL 87.9'

t.o.w EL.88.5' b.o.w.EL 86.9'

t.o.w EL.94.0' b.o.w.EL 92.0'

EL.89.5'

EL.91.5'

EL.73.0' EL.73.0'

83'-1 1/2" 83'-1 1/2"

83'-1 1/2"

83 '-1 1/2"

Spa

Swimming Pool

72'-8"Setting Out!Point

trough EL 81'-1 1/2"

EL 83.0' garden

t.o.w EL.80.0' b.o.w.EL 78.8'

t.o.w EL.83.0' b.o.w.EL 81.0'

t.o.w EL.83.0' b.o.w.EL 81.0'

t.o.w EL.81' 7 1/2" b.o.w.EL 78.8'

12'-0"

14'-0

"

37'-0"

3'-0"

Gas Meter!Elec Meter!Water Meter!Tel/Cable Box

Turf Stone!Driveway

Turf Stone!Driveway

24x24 Concrete Pavers


Dwelling 6232 Bonnie Bay Place

15'-0" R

3'-2

"11

'-0"

15'-0" 19'-0"

3'-2"

Planting

Pond


3'-0" 12'-0" 3'-0" 5'-0"

8"3'

-4"

8"

Metal Gates

3'-0" Gate

Electrical MeterTel / Cable BoxGas Meter

4'-0

"

ENTRY GATE DETAIL

Setting Out Point

12'-7"

Conc Pedistal!on Pad Footing

Conc Pedistal!on Pad Footing

SWIMMING!POOL

FOUNDATION!LAYOUT PLAN

2.11 3 6 10

Scale: 1/4" = 1'-0"

Swimming Pool walls by others

4.1A A

4.1

4.6F

4.2B B

4.2

4.4D D

4.4

4.7G

4.9J

4.10K

4.6F

4.7G

4.9J

4.10K

4.11L L

4.11

4.5E

4.5E

4.8H

4.8H

4.3C C

4.3

PROPERTY LINE

BUILDING ENVELOPE

BU

ILD

ING

EN

VELO

PE

BUI

LDIN

G E

NVEL

OPE

767472

12'-10"

9'-4

"

13'-0"

1

2

3

4

A B E GF

5

6

C D

18'-1

1"6'

-5"

18'-0

"11

'-8"

14'-0

"

99'-0"

14'-9"19'-0"

55'-0

"

13'-8" 14'-7" 24'-0" N

top of slab!el. 73'-2"top of slab!

el. 73'-2"top of slab!el. 73'-2"

edge of slab

edge of slab

top of slab!el. 83.0'



top of slab!el. 73'-2"

t.o.w. 72'-6'

t.o.w. 69'-0'

extent of wall!determine on site

8" 11'-8" 8"

8'-0

"3'

-4"

5'-0

"8"

8"4"

6'-8" 8"

6'-5

"

2'-0"

15'-0" 6'-8"

9'-8" 8" 20'-0"

24'-0"7'-0"

8" 15'-11"

12'-0

"3'

-6"

8"6'

-7"

8"

8" 28'-11" 8" 10'-0"

13'-8

"4"

9'-9

"

15'-8" 8" 12'-0"

10'-3"8"

9'-4

"

14'-9"

17'-3

"2'

-4"

11'-7"3'-2"

1'-0"

12'-0"7'-0"10

'-0"

8"

15'-3

"5'

-4"

3'-4"

5'-1"

21'-0" 8"8"

15'-8"6'-8"

2'-0"

8"

8'-0

"

6"

2'-8

"

3'-4

" 9'-11"12'-3"

6'-6

"

5'-1

0"18

'-11"

23'-11" 8"

6'-0"6'-0"

6'-1

0"

8" 3'-9" 8" 2'-5"

2'-4

"

9'-4

"8"

17'-3

"

3'-4"

5'-11"4'-8

"

2'-0"

1'-4

"

15'-8

"

7'-10"

2'-6"8"

19'-4

"

14'-4"

GENERAL NOTES!(apply to all drawings)

This Building has been designed in conformance with the British Columbia Building Code (BCBC)!latest edition and to all local codes. All construction to conform to applicable codes.!!The Contractor and Sub-Contractors shall verifyall dimensions on site and report any discrepancy to the Architect prior to start of construction.!Final dimensions of all components is the Contractor's respondsibility.

Dimensions!!All exterior dimensions are to face of concrete or to face of plywood sheathing. !!All interior dimensions are to face of stud unless otherwise noted.

Detail Reference!(refer to detail book)

3 Denote Wall Assembly

Detail @ Basement level

Detail @ Main Floor level

Detail @ Upper Floor level

Detail @ Roof level

Construction Assembly Reference!(refer to detail book)

400

300

200

100

Provide all required blocking and !backing whether indicated or not as!directed by Architect or Engineer.

Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description

10/10/23 Design Revision11/06/14 Issued for Construction

11/06/14

11/07/14 Minor Revisions 1

1 3 6 10

Scale: 1/4" = 1'-0"

2.2

BASEMENT!FLOOR PLAN

handrail

handrail!& guard

Metal Trellis over

4x4 Steel Post

4x4 Steel Post

slop

e do

wn

9'-8

1 2"

16'-0

"

8'-0

"

2'-9"

4'-8"

5'-1"

12'-0

"2'

-2"

2'-2

"

2'-2

1 2"

3'-4"

4'-8"

12'-0"

6'-5

"2'

-0"

5'-10"

4'-8

"8"

5'-1

0"

15'-8

"

8'-0"

3'-7

"

6'-7

"

4'-3"

2'-4 12"

4'-4

1 2"

12'-6"3'-5"

3080

TODD'S OFFICE

shelving

over

head

doo

r

over

head

doo

r

GARAGE

POOL!EQUIPMENT

bldg

ove

r

3070

3080

coat

s MUD ROOM

clos

et

GUEST!BEDROOM

MECHANICAL

2880

2880

POWDER

BATH 6REC ROOM

LIGHT WELL

104

top of slab!el. 73'-2"'

ENTRY

3080

103

103

102

101 1011 1

4

4

66

11

11

11

6

9

trench drain

trench drain

bldg

ove

r

up 17r

3070

el: 72'-10"

el: 72'-10"

el: 72'-10"

slope 1/8" : 12"

el: 73'-2"32

80

3280

SWIMMING!POOL

shelves

retaining wall

retaining wall

retaining wall

24x24 Conc!Pavers

2

2a

2a

2a

4

4

4

3

3

3

33

11

11

103

103

105 105

3080

extent of!Limestone

3

Limestone

Limestone

Limestone

Limestone

Tile

Tile

TileTile

Concrete

1

2a

4

6

Concrete

Door c/w Closer!Threshold & Weatherstrip

el: 72'-7"el: 72'-5"

14'-8" x 11'-7" 15'-5" x 15'-9"11'-9" x 15'-11"

el: 73'-2"Limestone

el: 72'-7.25"

Planting

service!shaft

1 1/2" Furring

floor drain

Metal Trellis!over

7

7

5'-0" x 9'-8"

6'-7" x 23'-4"

Double Glazing!& Alum. Door in!2"x4 1/2" Storefront !frames

11'-0" x 16'-0"

3080

3080

3080

1

1

1

11

PROPERTY LINE

BUILDING ENVELOPE

BU

ILD

ING

EN

VELO

PE

BUI

LDIN

G E

NVEL

OPE

767472

12'-10"

9'-4

"

4.1A A

4.1

4.6F

4.2B B

4.2

4.4D D

4.4

4.7G

4.9J

4.10K

4.6F

4.7G

4.9J

4.10K

4.11L L

4.11

4.5E

4.5E

4.8H

4.8H

4.3C C

4.3

13'-0"

1

2

3

4

A B E GF

5

6

C D

18'-1

1"6'

-5"

18'-0

"11

'-8"

14'-0

"

99'-0"

14'-9"19'-0"

55'-0

"

13'-8" 14'-7" 24'-0" NGENERAL NOTES!

(apply to all drawings)








Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


8"

top of slab el. 82'-10 1/2"

10" Suspended Concrete Slab!as per Structural Drawings

4x4x

.25"!

Steel C

ol.

4x4x

.25"!

Steel C

ol.

4x4x

.25"!

Steel C

ol.

4"Ø Stee

l Col.

4"Ø Stee

l Col.

4"Ø Stee

l Col.

4"Ø Stee

l Col.

2.3

MAIN FLOOR!SLAB PLAN

edge of slab

6" Suspended Slabu/s slab el. 80.00'

top of slab el. 83.00'

4" Concrete Slab!on compacted granular fill





9" Suspended Concrete Slab!as per Structural Drawings

top of slab slopes 1/4" : 12"

el: 83'-0"

1 3 6 10

Scale: 1/4" = 1'-0"

edge of slab

9 1/2" TJI Joists @ 12" o/c

18'-5

"5'

-8"

8" 3'-4" 19'-8"

38'-8"

el: 83'-0"

el: 83'-0"

el: 83'-0"

4'-4" 5'-1"

8"2'

-4"

8" 8"

2'-5"

14'-3"

5'-8

"

2'-6"

2'-5"

Conc Pedestal!on Pad Footing!see detail 221

Conc Pedestal!see detail 221

Conc Pedestal!see detail 221

Conc Pedistal!on Pad Footing!see detail 221



Conc Pedestal!on Pad Footing!see detail 221

SWIMMING POOL

PROPERTY LINE

BUILDING ENVELOPE

BU

ILD

ING

EN

VELO

PE

BUI

LDIN

G E

NVEL

OPE

767472

12'-10"

9'-4

"

4.1A A

4.1

4.6F

4.2B B

4.2

4.4D D

4.4

4.7G

4.9J

4.10K

4.6F

4.7G

4.9J

4.10K

4.11L L

4.11

4.5E

4.5E

4.8H

4.8H

4.3C C

4.3









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

13'-0"

1

2

3

4

A B E GF

5

6

C D

18'-1

1"6'

-5"

18'-0

"11

'-8"

14'-0

"

99'-0"

14'-9"19'-0"

55'-0

"

13'-8" 14'-7" 24'-0" N

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


1 3 6 10

Scale: 1/4" = 1'-0"

5'-8" 3'-4"

2'-8

"4'

-8 1 2"

6'-1 12" 6'-8 12" 11'-8" 10'-11 1/2"

6'-3

"

17'-8

"

17'-3

"2'

-4"

6'-8

"9'

-9"

14'-0

"

14'-9"

12'-0"

9'-2 12" 6'-0" 2'-11" 5'-0"

2'-4"6'-1

"

3 12" 12'-11 12" 3 12" 5'-1" 3 12" 9'-0 1/2"

3'-7

"9'

-5"

9"

3'-8" 2'-4"

4'-7

1/2

"4'

-7"

9'-9"14'-7"13'-0"

1'-4

"15

'-0"

3'-4"4'-3"

4'-0

"3

1 2"5'

-8 1 2"

38'-8" 4'-4" 5'-1"

1'-4"

2'-0" 6" 5'-6" 6"

3'-4"

2'-2

"6'

-2 1 2"

1'-0"9'-9 14"

12'-7 12"5'-0 12"

2'-5" 2'-5"

15'-6

"

4'-11"

2'-0

"12

'-0"

12'-11" 12'-11"

2'-6"

2'-6

"

5'-1

0 1/

2"

6'-0" 4'-10"

4"Ø Stee

l Col.

204

202 202

202

201

2897

3097

Plantation Wood!Burning Fireplace

3097

line

of b

ldg

unde

r

line

of b

ldg

unde

r

line

of b

ldg

over

crawl space

2880

3080

clos

et

line of ceiling drop over

line of ceiling!drop over

3080

line of ceiling!drop over

line

of b

ldg

over

4x4x

.25"!

Steel C

ol.4x

4x.25

"!

Steel C

ol.

3097

1010

12

11

7

7 71

12

12

7

5

5

5

11

11

24" x 28"!Crawl Space Access

Tempered!Glass Wall

up 19 r

handrail

handrail

BATH #1

6

6

1

9

7

11

4

4

3

3a

3a

3a

R-15 Rigid Insulation!to 24" below grade

light well!below

SWIMMING POOL

4"Ø Stee

l Col.

4"Ø Stee

l Col.

4"Ø Stee

l Col.

4"Ø Stee

l Col.

205

206

201

208 207

line of bldg over

209

210

211 105 105

202 203

203

212

202

202

214

213

215

NOTE:!wall location to!be determined!on site

dwdwbinswall !

oven fridgefridge

slope down

grate

5

36" high!Tempered!

Glass Guard

planter configuration to be determined on site

spa

4"Ø Stee

l Col.

216

handrail

handrail9

9

4x4x

.25"!

Steel C

ol.11'-4" x 11'-10"12'-11" x 12'-11"

5'-0" x 9'-0"

14'-0" x 18'-0"6'-6" x 18'-0"

8'-9" x 13'-1"

18'-0" x 10'-1"

22'-9" x 17'-8"

line

of b

ldg

over

BBQ as specified

Fin.Floor El.!83'-1 1/2"




Top of Paver El.!83'-1 1/2"




60976097

service!shaft


Metal Trellis217

Metal Trellis

4x4 Steel Post

4x4 Steel Post

Metal Trellis!over

Metal Trellis over

4x4 Steel Post 4x4 Steel Post

4x4 Steel Post 4x4 Steel Post

Pool Drain Trench

218

219

219219

Pool Drain Trench

208


220

221

7

1

1

1

1

11

11

1

Green Roof!granular drainage!system

1

1KID'S STUDYPOWDER

KITCHEN

NOOK

LIVING

DINING WINE!CELLAR

FAMILY ROOM NANNY

MAIN!FLOOR PLAN

2.4

broom/vacuum

Steam!Room

Shower

gravel

gravel

4.1A A

4.1

4.6F

4.2B B

4.2

4.4D D

4.4

4.7G

4.9J

4.10K

4.6F

4.7G

4.9J

4.10K

4.11L L

4.11

4.5E

4.5E

4.8H

4.8H

4.3C C

4.3

PROPERTY LINE

BUILDING ENVELOPE

BU

ILD

ING

EN

VELO

PE

BUI

LDIN

G E

NVEL

OPE

767472

12'-10"

9'-4

"

13'-0"

1

2

3

4

A B E GF

5

6

C D

18'-1

1"6'

-5"

18'-0

"11

'-8"

14'-0

"

99'-0"

14'-9"19'-0"

55'-0

"

13'-8" 14'-7" 24'-0" NGENERAL NOTES!









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


1 3 6 10

Scale: 1/4" = 1'-0"

4.1A A

4.1

4.6F

4.2B B

4.2

4.4D D

4.4

4.7G

4.9J

4.10K

4.6F

4.7G

4.9J

4.10K

4.11L L

4.11

4.5E

4.5E

4.8H

4.8H

4.3C C

4.3

13'-0"

1

2

3

4

A B E GF

5

6

C D

18'-1

1"6'

-5"

18'-0

"11

'-8"

14'-0

"

99'-0"

14'-9"19'-0"

55'-0

"

13'-8" 14'-7" 24'-0" NGENERAL NOTES!









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


14'-5"

3 1/

2" x

14"

Par

alam

8W S

teel

Bea

m

W10x30 Steel Beam

14'-7" 10'-4"

W10

x30

Stee

l Bea

m

4x4x

.25"!

Steel C

ol. un

der

3 1/

2" x

11

7/8"

Par

alam

unshaded members @ 96'-0" shaded members @ 94'-0"

5 1/4" x 11 7/8" Paralam!under

11 7/8" TJI Joists @ 16" o/c

4"Ø Stee

l Col.!

unde

r

4x4x

.25" S

teel C

ol.

wall over

shaded members @ 94'-0"

Upper Floor!Structure

2.5

11 7/8" TJI Joists @ 16" o/c

4"Ø Stee

l Col.!

unde

r

11 7/8" TJI Joists @ 16" o/c

bearing wall over

4"Ø Stee

l Col.!

unde

r

11 7

/8" T

JI J

oist

s @

16"

o/c

bearing wall overW10

x30

Stee

l Bea

m

11 7

/8" T

JI J

oist

s!@

12"

o/c

3 1/2" x 11 7/8" Paralam 3 1/2" x 11 7/8" Paralam

4"Ø Stee

l Col.!

unde

r

W10x30 Steel Beam

11 7

/8" T

JI J

oist

s!@

12"

o/c

9 1/

2" T

JI J

oist

s @

12"

o/c

W10

x30

Stee

l Bea

m

bear

ing

wal

l ove

r

hang Paralam from!steel beam

W10x39 Steel Beam

9 1/2" TJI Joists @ 12" o/c

W10

x30

Stee

l Bea

m

9 1/

2" T

JI J

oist

s @

16"

o/c

5 1/4" x 9 1/2" Paralam

Planter over

Planter over

3 1/

2" x

14"

Par

alam

4x4x

.25"!

Steel C

ol.

5'-6

"

4x4x

.25"!

Steel C

ol. un

der

4x4x

.25"!

Steel C

ol. un

der

shower

slope down

grate

showerslope down

grate

1 3 6 10

Scale: 1/4" = 1'-0"

14'-8"11'-1"13'-2"13'-6"6'-0"

2'-9"

7'-4" 5'-4"5'-10"

5 12" 5 12" 6"5 12"14'-1"14'-7" 5 12"

14'-0

"

12'-1

0"

3'-1

" 1'-6"

7'-3

1 2"2'

-7 1 2"

1'-4"

3'-1

"

3'-9

"3'

-6 1 2"

3'-1"5'-10"

5'-9

"

5 1 2"

3'-6

"4

1 2"7'

-0"

2'-7

"

3'-6"

5'-6

"

8'-1

1 1 2"

13'-0

"

3'-0

"9'

-3"

4'-6

"

4'-6"8'-6 12"7'-10"8'-4 12"4'-6"

4'-5"

1'-0"

3'-4"

21'-0"8'-6

"

4'-3

"

8"

3" 2'-0"8"

8"

closet closet

up 4r @6"

307 311

Deck under!slope 1/4":12"

Deck under!slope 1/4":12"

dn 10r @6.95"

dn 9r @6.95"

3080

closet

2880

2880 2880

302 301

304

303planter

2880 2880 70807080

3080

3080

8080

closet

8080

2880

2880

2880

3080

310309

305

306

308


Metal Cap Flashing

drop beam over

skylight over

steel!

col

roof over

roof over

roof

ove

r

roof

ove

r

roof

ove

r

roof

ove

r

roof over roof over

roof overroof over

roof over

roof

ove

r

roof over

roof over

roof

ove

r

312

313314

315

317

319

320 321

322

316

318

305

329 330 329

322

323

323

325

325

319

324

324

similar

326

327

328

326

326

329

306

7

7

7 7

7

7

7

8

8

8

8

10

9

9

9

9

9

9

9

9

9

11

11

11 11

1111

handrail

handrail

handrailRWP

RWP

planter

DECK

DECK

3319

similar

similar

14'-0" x 18'-0"

13'-11" x 12'-9"

23'-8" x 5'-8"

13'-1" x 12'-11"

14'-6" x 12'-11"

11'-0" x 7'-2"

12'-5" x 16'-3"

7'-9" x 14'-6"

12'-1" x 12'-2"

Removable!Guard for!planter access

Removable!Guard for!planter access

Conc. Topping!El. 96'-0"





Conc. Paver!El. 96'-0"

Conc. Paver!El. 94'-0"


Tempered !Glass Guard

Tem

pere

d G

lass

Gua

rd

Metal Trellis!below

Metal Trellis

332

11

slope 1/4" : 12"

slope 1/4" : 12" slope 1/4" : 12"

barn door concrete floating steps 2'0" x 3'6"

EL.88.3'UPEL.88.3'

guardrail

1

1

BEDROOM #5

BEDROOM #4

BEDROOM #2

BEDROOM #3

BATH

MASTER BEDROOM

MASTER BATH

WALK IN CLOSET

2.6

UPPER!FLOOR PLAN

BATH

POND

4.1A A

4.1

4.6F

4.2B B

4.2

4.4D D

4.4

4.7G

4.9J

4.10K

4.6F

4.7G

4.9J

4.10K

4.11L L

4.11

4.5E

4.5E

4.8H

4.8H

4.3C C

4.3

13'-0"

1

2

3

4

A B E GF

5

6

C D

18'-1

1"6'

-5"

18'-0

"11

'-8"

14'-0

"

99'-0"

14'-9"19'-0"

55'-0

"

13'-8" 14'-7" 24'-0" NGENERAL NOTES!









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


1 3 6 10

Scale: 1/4" = 1'-0"

13'-0"

1

2

3

4

A B E GF

5

6

C D

18'-1

1"6'

-5"

18'-0

"11

'-8"

14'-0

"

99'-0"

14'-9"19'-0"

55'-0

"

13'-8" 14'-7" 24'-0" NGENERAL NOTES!









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


1'-2

"

3'-8"

1'-2

"

1'-2

"

3'-8"

19'-5

"

14'-0

"

cantilever

flush

roof

bea

m -

W?

flush roof beam - W?

steel col under3'-8"

dropped roof beam!paralam?

dropped roof beam - paralam?

2x8 joists @ 16" o/c

2'-0

"

3.5012

3.5012

3.5012

3.5012

3.5012

Dro

p Be

am a

s pe

r Stru

ct. D

rwgs

Drop Beam as per Struct. Drwgs

Dro

p Be

am a

s pe

r Stru

ct. D

rwgs

Drop Beam

Drop Beam as per Struct. Drwgs

U/S roof truss 105.10'

roof ridge 107.90'

3.2512

21'-5"

2.9'


roof ridge 105.93'

3.2512

19'-5"

2.7'


roof ridge 107.90'

3.2512

21'-5"

2.9'


roof ridge 105.53'

3.2512

16'-4"

2.3'



drop

ped

roof

bea

m -

para

lam

?

cantilever

cantilever

flush roof beam - W?

flush

roof

bea

m -

W?

steel colsteel col

beam connection

skylight

1'-5 12"18'-1 12"6'-0"19'-0"3'-8"

2.7

ROOF!FRAMING PLAN

shower

slope down

grate

ROOF PLAN

1 3 6 10

Scale: 1/4" = 1'-0"

2.8sl

ope

1/4"

:12"

slop

e!1/

4":1

2"

slope 3 1/2":12"

slop

e 1/

4":1

2"

slop

e 3

1/2"

:12"

slop

e 3

1/2"

:12"

slope 3 1/2":12"slope 3 1/2":12"

4'-0"

4'-0"4'-0"

2 ply modified roofing 2 ply modified roofing

slop

e!1/

4":1

2"

slop

e 3

1/2"

:12"

slop

e 3

1/2"

:12"

slope 3 1/2":12" slope 3 1/2":12"

slop

e 3

1/2"

:12"

slop

e 3

1/2"

:12"

Columbia VCM 2840!Skylight

Rainwater Pipe

Rainwater Pipe Rainwater Pipe

Rainwater Pipe

401

401

401

401

similar

similar

402

401

404

405

405

405

406406

407

403

407

roof ridge 107.90'

roof ridge 105.53'

roof ridge 105.93'

4.1A A

4.1

4.6F

4.2B B

4.2

4.4D D

4.4

4.7G

4.9J

4.10K

4.6F

4.7G

4.9J

4.10K

4.11L L

4.11

4.5E

4.5E

4.8H

4.8H

4.3C C

4.3

13'-0"

1

2

3

4

A B E GF

5

6

C D

18'-1

1"6'

-5"

18'-0

"11

'-8"

14'-0

"

99'-0"

14'-9"19'-0"

55'-0

"

13'-8" 14'-7" 24'-0" N PROPERTY LINE

BUILDING ENVELOPE

BU

ILD

ING

EN

VELO

PE

BUI

LDIN

G E

NVEL

OPE

767472

12'-10"

9'-4

"









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


ABEG F CD

gl. gl.

NORTH ELEVATION

gl.

gl.

gl. gl.

stucco stucco

stucco

stucco

stucco

cross cavity flashing



stucco stucco

metal cap flashing

concrete

concrete

metal roofing as specified

metal roofing as specifiedskylight

1 3 6 10

Scale: 1/4" = 1'-0"

NORTH!ELEVATION

3.1

gl. gl.

gl. gl.

alum flashing

alum flashing

alum flashing

RWPRWP

RWP

Ridge 107.90'

3'-6

"

3'-6

"

gl.

1 1









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


Allowable Building Height 108.22'

Suspended Slab 82'-10 1/2"

U/S Roof Trusses 103.23'

Upper Floor 94.00'

Basement Slab 73' -2"


Master Suite Floor 96.00'

Slab on Grade 83.00'


9'-8

1 2"13

'-1 1 2"

9'-0

3 4"

9'-1

0"11

'-0"

9'-0

3 4"

Top of Chimney 114.16'

10'-1

1"


Allowable Building!Height 108.22'




Upper Floor 94.00'

gl. gl. gl.

zinc!panels


gl. gl. gl. gl. gl. gl. gl. gl. gl.

gl.

metal flashing

Tempered Glass Guardzinc!

panels

concrete concrete

concrete

fireplace

metal flashing

Ridge 107.90'

concrete

zinc!panels

zinc!panels

1'-6

"3'-6

"

Top of Conc. 95'-2"

A B E GFC D

gl.gl. zinc panels zinc panelszinc panels

temp!gl.

temp!gl.

temp!gl.

temp!gl.

gl. gl.

concrete

concrete

SOUTH ELEVATION

1 3 6 10

Scale: 1/4" = 1'-0"

SOUTH!ELEVATION

3.2









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14





Upper Floor 94.00'






9'-8

1 2"13

'-1 1 2"

9'-0

3 4"

9'-1

0"11

'-0"

9'-0

3 4"


10'-1

1"






Upper Floor 94.00'

gl.gl. gl. gl.


gl.

gl.stucco

concretegl.

zinc!panels

metal flashing

metal flashing

gl. gl.

gl.

3.2512

gl. gl.

gl.gl. gl. gl.

stucco

stucco


tempered glass guard

gl.

metal flashing

metal flashing


zinc!panels

metal flashingmetal flashing


stucco stucco


concrete


metal flashing metal flashing

overhead!door

overhead!door

concrete concreteMetal Flashing

Ridge 107.90'

1 2 3 4 65

WEST ELEVATION

1 3 6 10

Scale: 1/4" = 1'-0"

WEST!ELEVATION

3.3

gl.gl. gl. gl.

3'-6

"3'

-6"

3"




Upper Floor 94.00'






9'-8

1 2"13

'-1 1 2"

9'-0

3 4"

9'-1

0"11

'-0"

9'-0

3 4"


10'-1

1"






Upper Floor 94.00'









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


gl.

gl.

gl. gl. gl. gl. gl.

gl.

gl.

zinc panels


stucco


stucco

12345

concrete

concrete

EAST ELEVATION

1 3 6 10

Scale: 1/4" = 1'-0"

EAST!ELEVATION

3.4

metal flashing

Top of Conc. 95'-2"

metal flashing




Upper Floor 94.00'






9'-8

1 2"13

'-1 1 2"

9'-0

3 4"

9'-1

0"11

'-0"

9'-0

3 4"


10'-1

1"






Upper Floor 94.00'









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


gl. gl.

gl.gl.gl.gl.

BEDROOM #5BEDROOM #4

NANNY SUITEBATHFAMILY ROOMNOOKKID'S STUDYPOWDER

REC ROOMGUEST BEDROOMBATH

metal flashingMASTER BEDROOM

BATHROOM

3'-8

"

WALK IN CLOSET

6 15 16

"

11"

4'-8" 9'-1

0"

8'-3

1 2" cl

ear

9'-7

3/4

"8'

-8"

SECTION A-A

11'-6

1 4"

gl.

gl.

102

3'-6

"

Stucco Finish!1/2" Vert Strapping!4" Rigid Insulation!

20cm Concrete Wall

308

stucco

7

1

3/4" Limestone!3/4" mortar bed!4" Concrete Slab!3" Rigid Insulation


4

4 2

3 5/8" Steel Studs!1/2" Gypsum Board


11

11

12

9

architectural concrete

10


3/4" Limestone!3/4" mortar bed!1 1/2" Conc. Topping!Double Bubble Foil!10" Concrete Slab

11 11

12 5

Metal Roofing as specified!Roofing Membrane!1/2" Plywood Sheathing!Manufactured Roof Trusses @ 24" o/c!R-40 (min.) Spray Foam Insulation


328

205

210

Tempered Glass!Guard

3.2512

3.2512

24 x 24 Conc Pavers!Waterproof Membrane!

5/8" Plywood Sheathing!2x strapping slope 1/4":12"!

9 1/2" TJI Joists as per Struct.!Spray Foam Insulation!

1/2" Gypsum Board




1/2" Gypsum Board

W10 Beam W10 BeamW10 Beam

Finish Flooring!1 1/2" Concrete Topping!3/4" Plywood Sheathing!11 7/8" TJI Joists as Struct. Finish Flooring!

1 1/2" Concrete Topping!3/4" Plywood Sheathing!11 7/8" TJI Joists as Struct.

1/2" Gypsum Board on!2x4 Strapping @ 16" o/c

1/2" Gypsum Board on!2x4 @ 16" o/c 11 7/8" Paralam Beam

1/2" Gypsum Board 1/2" Gypsum Board

1/2" Gypsum Board!2x4 Furring @ 16" o/c 1/2" Gypsum Board

Ridge 107.90'

min

. 8'-0

" cle

ar!

unde

r duc

t run

s

A B E GFC D

BUILDING!SECTION A-A

1 3 6 10

Scale: 1/4" = 1'-0"

4.1

21'-4

1 4"

9'-0

3 4"

9'-0

3 4"

9'-7

3/4

"

TODD'S OFFICE

11




Upper Floor 94.00'






9'-8

1 2"13

'-1 1 2"

9'-0

3 4"

9'-1

0"11

'-0"

9'-0

3 4"


10'-1

1"






Upper Floor 94.00'









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


1'-6

"

gl.gl.

8'-3

1 2" cl

ear

KITCHENLIVING

311

307

3'-6

"

3'-0"

2'-0

"

SECTION B-B

gl.

4"Ø!steel col

MASTER BEDROOM slide slide

REC ROOM

8'-8

"ENTRY CORRIDORTODD'S!OFFICE

gl.




1/2" Gypsum Board








1/2" Gypsum Board


Finish Flooring!1 1/2" Concrete Topping!3/4" Plywood Sheathing!11 7/8" TJI Joists as Struct.




1/2" Gypsum Board on!2x4 @ 16" o/c 11 7/8" Paralam Beam


204204

204210

74

2

9'-7

3/4

"

NOOK

W8 Beam

2 ply torch on Roofing!1/2" Plywood Sheathing!2x Strapping sloped 1/4":12"!2x8 Joists @ 16" o/c!R-40 (min.) Spray Foam Insulation

1/2" Gypsum Board

2'-0

"

4'-6

"

11 7/8" Paralam!Beam

A B E GFC D



Ridge 107.90'

min

. 8'-0

" cle

ar!

unde

r duc

t run

s

Finish Flooring!3/4" Plywood!

2x8 @ 16" o/c

BUILDING!SECTION B-B

1 3 6 10

Scale: 1/4" = 1'-0"

4.2

9'-7

3/4

"

11'-6

1 4"

9'-0

3 4"

20'-0

3 4"

3'-11 12"

3'-0"

2'-1"

3'-11 12"

5'-2

"10

'-4 3 4"

4'-6

"

pond

1

1




Upper Floor 94.00'






9'-8

1 2"13

'-1 1 2"

9'-0

3 4"

9'-1

0"11

'-0"

9'-0

3 4"


10'-1

1"






Upper Floor 94.00'









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


1'-6

"

A B E GFC D

12'-10"

5'-2

"10

'-4 3 4"

4'-6

"

3'-0"3'-8"2'-0"

gl.8'-3

1 4"




11 7/8" Paralam Beam

1/2" Gypsum Board!2x6 Joists @ 16" o/c

W8 Beam

2 ply torch on Roofing!1/2" Plywood Sheathing!2x Strapping sloped 1/4":12"!2x8 Joists @ 16" o/c!R-40 (min.) Spray Foam Insulation

2'-0

"





306

4 2

3 1/2" x 11 7/8"!Paralam

206

Tempered Glass Guard

Planter!Growing Medium!

2 ply torch on membrane!5/8" Plywood Sheathing!

2x Strapping to slope 1/4":12"!11 7/8" TJI Joists

gl. gl. gl. gl.

303

2



9

1'-4

"

MUD ROOM MECHANICAL

Tempered!Glass Guard

Steel Column

1/2" Gypsum Board

Wood!Entry Doors

concrete

Ridge 107.90'

min

. 8'-0

" cle

ar!

unde

r duc

t run

s


2x8 @ 16" o/c

Handrail

BUILDING!SECTION !C-C

1 3 6 10

Scale: 1/4" = 1'-0"

4.3

SECTION C-C

9'-7

3/4

"

11'-6

1 4"

9'-0

3 4"

8'-1

0 1 2"

pond

1

1




Upper Floor 94.00'






9'-8

1 2"13

'-1 1 2"

9'-0

3 4"

9'-1

0"11

'-0"

9'-0

3 4"


10'-1

1"






Upper Floor 94.00'









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


gl. gl. gl.

zinc!panels



gl.

metal flashing


panels

concrete concrete

concrete

fireplace

metal flashing

Ridge 107.90'

concrete

zinc!panels

zinc!panels

1'-6

"3'-6

"

Top of Conc. 95'-2"

Wood!Entry Doors

9'-0

3 4"

9'-9

7 8"

BEDROOM #2 BEDROOM #3

DINING WINE

concrete


3.5012


7

3a

327


1/2" Gypsum Board

317

316

212

3

24 x 24 Concrete Pavers!Waterproof Membrane!Concrete Slab slope 1/4":12"

Tempered Glass GuardTempered Glass Guard


4" Concrete Slab!slope 1/8":12"!Compacted Granular Base103

Overhead DoorGARAGE

el: 72'-10"

el: 79'-10"

9"10

"

11'-2

"

Metal Trellis

el: 72'-6"

1'-8

"

7'-1

1"

8'-4

1 2"

5'-10"

4 1 2"

Ridge 107.90'

1'-8

"

A B E GFC D

SECTION D-D

BUILDING!SECTION !D-D

1 3 6 10

Scale: 1/4" = 1'-0"

4.4

Green Roof!granular drainage!systemgravel

1




Upper Floor 94.00'






9'-8

1 2"13

'-1 1 2"

9'-0

3 4"

9'-1

0"11

'-0"

9'-0

3 4"


10'-1

1"






Upper Floor 94.00'









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


gl.gl. gl. gl.


gl.

gl.stucco

concretegl.

zinc!panels

metal flashing

metal flashing

gl. gl.

gl.

3.2512

gl. gl.

gl.gl. gl. gl.

stucco

stucco



gl.

metal flashing

metal flashing


zinc!panels

metal flashingmetal flashing


1 2 3 4 65


24 x 24 Conc Pavers!Waterproof Membrane!5/8" Plywood Sheathing!2x strapping slope 1/4":12"!9 1/2" TJI Joists as per Struct.!Spray Foam Insulation!1/2" Gypsum Board

6

211 209

concrete1

Metal Flashing

overhead!door

overhead!door

concrete concrete

SECTION E-E

BUILDING!SECTION E-E

1 3 6 10

Scale: 1/4" = 1'-0"

4.5

8'-3

1 2" cl

ear TODD'S OFFICE

2'-0

"

6"




Upper Floor 94.00'






9'-8

1 2"13

'-1 1 2"

9'-0

3 4"

9'-1

0"11

'-0"

9'-0

3 4"


10'-1

1"






Upper Floor 94.00'









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


gl.gl. gl. gl.


gl.

gl.stucco

concretegl.

zinc!panels

metal flashing

metal flashing

gl. gl.

1 2 3 4 65

gl. gl.stucco

2 6

42

24

6.9"

3'-6

"

11'-6

1 4"

gl.

Planter!Growing Medium!2 ply torch on membrane!5/8" Plywood Sheathing!2x Strapping to slope 1/4":12"!11 7/8" TJI Joists

302305

3/4" Limestone!3/4" mortar bed!1 1/2" Conc. Topping!10" Concrete Slab


LIVING

ENTRY GARAGE

4" Concrete Slab!slope 1/8":12"!Compacted Granular Base

1

1

9


3.2512


POOLby others

Metal Trellis

SECTION F-F

BUILDING!SECTION F-F

1 3 6 10

Scale: 1/4" = 1'-0"

4.6

24 x 24 Concrete Pavers!Waterproof Membrane!Concrete Slab slope 1/4":12"

Keller Windows

zinc!panels




1/2" Gypsum Board

208

2'-0

"

6"

2'-6"




Upper Floor 94.00'






9'-8

1 2"13

'-1 1 2"

9'-0

3 4"

9'-1

0"11

'-0"

9'-0

3 4"


10'-1

1"






Upper Floor 94.00'









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


gl.gl. gl. gl.


gl.

gl.stucco

concretegl.

zinc!panels

metal flashing

metal flashing

gl. gl.

3.25123.25

12

10'-8 12"

9'-0

3 4"

4'-4 34"

11'-6

1 4"



302

2 94 6

GARAGE


POOL!EQUIPMENT

7'-2

"

304

POWDER KITCHEN


WALK IN CLOSET


Finish Flooring!1 1/2" Concrete Topping!3/4" Plywood Sheathing!

11 7/8" TJI Joists as Struct.

1/2" Gypsum Board

gl.

Paralam Beam

Steel Beam

401402

220

7

7

MUD ROOMGUEST!BEDROOM

10

Planter!Growing Medium!2 ply torch on membrane!5/8" Plywood Sheathing!2x Strapping to slope 1/4":12"!11 7/8" TJI Joists

1'-6"Ridge 107.90'

POOLby others

1 2 3 4 65

SECTION G-G

BUILDING!SECTION G-G

1 3 6 10

Scale: 1/4" = 1'-0"

4.7

Keller Windows

1/2" Gypsum Board on!2x4 @ 16" o/c

208

9'-7

3/4

"

3

8'-5

" cle

ar




Upper Floor 94.00'






9'-8

1 2"13

'-1 1 2"

9'-0

3 4"

9'-1

0"11

'-0"

9'-0

3 4"


10'-1

1"






Upper Floor 94.00'









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


gl.gl. gl. gl.


gl.

gl.stucco

concretegl.

zinc!panels

metal flashing

metal flashing

gl. gl.

Tile!4" Concrete Slab!3" Rigid Insulation

2




220

301

9'-9

3/4

"

3.2512

3.2512

KITCHEN9'

-0 3 4"

10'-8 12"

LAUNDRY

7

7

89

11

Metal Roofing as specified!Roofing Membrane!

1/2" Plywood Sheathing!Manufactured Roof Trusses @ 24" o/c!

R-40 (min.) Spray Foam Insulation

Skylight

1/2" Gypsum Board

Paralam Beam

2a

Paralam Beam


10

Ridge 107.90'

1'-8

89 128"

402 403

4

MUD ROOM11

GUEST!BEDROOM

POOLby others

SECTION H-H

1 2 3 4 65

BUILDING!SECTION H-H

1 3 6 10

Scale: 1/4" = 1'-0"

4.8

207

Keller Windows

1/2" Gypsum Board on!2x4 @ 16" o/c




Upper Floor 94.00'






9'-8

1 2"13

'-1 1 2"

9'-0

3 4"

9'-1

0"11

'-0"

9'-0

3 4"


10'-1

1"






Upper Floor 94.00'









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


gl.gl. gl. gl.


gl.

gl.stucco

concretegl.

zinc!panels

metal flashing

metal flashing

gl. gl.



2



216

RECREATION!ROOM

9'-9

3/4

"

3.25123.25

12

9'-0

3 4"

10'-8 12"

NOOK

9

11




1/2" Gypsum Board

Paralam Beam

2

Paralam Beam

405

24 x 24 Conc Pavers!Waterproof Membrane!5/8" Plywood Sheathing!2x strapping slope 1/4":12"!9 1/2" TJI Joists as per Struct.!1/2" Plywood!Stucco on Metal Lath

Fireplace

3'-0

"3'

-0"

Metal Hood!& Chimney

Planter

1'-2

"

MECH11

Ridge 107.90'

1 2 3 4 65

SECTION J-J

BUILDING!SECTION J-J

1 3 6 10

Scale: 1/4" = 1'-0"

4.9

8similar

6

305 similar 329




Upper Floor 94.00'






9'-8

1 2"13

'-1 1 2"

9'-0

3 4"

9'-1

0"11

'-0"

9'-0

3 4"


10'-1

1"






Upper Floor 94.00'









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


gl. gl.gl.gl.


1'-6"



11

DINING

BATH

6

9

9




BATH9

9 BEDROOM #5




2 ply torch on Roofing!1/2" Plywood Sheathing!

2x Strapping sloped 1/4":12"!2x8 Joists @ 16" o/c!


gl.



Steel!Column


2x8 @ 16" o/c

Planter


12346 5

BUILDING!SECTION K-K

1 3 6 10

Scale: 1/4" = 1'-0"

4.10

SECTION K-K

329

9'-0

3 4"9'

-9 7 8"

5'-2

"14

'-10

3 4"

9'-0

3 4"9'

-9 7 8"

403




Upper Floor 94.00'






9'-8

1 2"13

'-1 1 2"

9'-0

3 4"

9'-1

0"11

'-0"

9'-0

3 4"


10'-1

1"






Upper Floor 94.00'









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


gl. gl. gl.

zinc!panels



gl.

metal flashing


panels

concrete concrete

concrete

fireplace

metal flashing

Ridge 107.90'

concrete

zinc!panels

zinc!panels

1'-6

"3'-6

"

Top of Conc. 95'-2"

A B E GFC D

gl.gl. zinc panels zinc panelszinc panels

temp!gl.

temp!gl.

temp!gl.

temp!gl.

gl. gl.

Planting Medium!Waterproof Membrane!Concrete Slab slope 1/4":12"

Tempered Glass Guard


103

Overhead Door

POOL!EQUIPMENT

GARAGE

el: 72'-10"

el: 79'-10"

1'-7

"

7'-2

"

Shower Steam!Room

7'-4

"

el: 72'-6"

slab band

2'-6"

SECTION L-L

BUILDING!SECTION L-L

1 3 6 10

Scale: 1/4" = 1'-0"

4.11

9'-7

3 4"

316

2175

6




Upper Floor 94.00'






9'-8

1 2"13

'-1 1 2"

9'-0

3 4"

9'-1

0"11

'-0"

9'-0

3 4"


10'-1

1"






Upper Floor 94.00'









Detail @ Roof level


400

300

200

100


Std. Concrete

White Concrete

DATE:

REVISIONS:

DRAWN: www.negus.ca


PROJECT:


bai



Description


11/06/14


Project North B E F G C D - · PDF fileCSI Building Science Western ltd ... to be a self...

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