SUITE ADDITION- 3582 EAST KELOWNA RDapps.kelowna.ca/CityPage/DevApps/DP17-0049 Plans... · 2....
Transcript of SUITE ADDITION- 3582 EAST KELOWNA RDapps.kelowna.ca/CityPage/DevApps/DP17-0049 Plans... · 2....
AS NOTED
Blue VisionDrafting & DesignP.O. BOX 22100Capri CentreKelowna, BCV1Y [email protected]
DRAWN BY: CHECKED BY:
PROJECT:
SCALE:
DATE:
3582 E Kelowna Rd.Kelowna, BC
28.12.16
Suite Addition
TITLE
BV BV
A0
2016-032
RDBC Custom Homes456 Stetson St.Kelowna,BC V1X [email protected]
1Isometric- Front
2Isometric- Rear
SUITE ADDITION- 3582 EAST KELOWNA RD
GENERAL NOTES1. The following notes are to be included as part of the drawings.2. The Contractor or the Owner shall verify all dimensions, details, structural materials and conditions shown on the drawings or noted in the specifications.3. The Contractor or Owner shall resolve any problems arising out of any variances from the drawings and specifications, or from conditions encountered at the job site. Such resolution shall be the sole responsibility of the Contractor or Owner.4. The Designer shall not be responsible for any departure from the drawings and Specifications authorized by any inspection authority during the course of construction.5. The Contractor or the Owner shall ensure that all work conform to the current Building Code adopted by the authorities having jurisdiction or local Building Codes and By- laws that may take precedence.6. The Contractor or the Owner shall be responsible for correct placement of this building on the site.7. The Designer shall not be responsible for site conditions such as soil bearing capacity, depths of water tables or buried structures.8. All work shall be equal in all respects to good building practice.9. Written dimensions take precedence over scaled drawings.10. Construction loads on the structure caused by interim storage of materials or use of equipment will not be allowed to exceed the desing loads.11. These drawings are not to be scaled.
ERRORS AND OMISSIONS1. The Designer makes every effort to provide complete and accurate home plans. This office assumes no liability for any errors or omissions that may affect construction.2. Should any discrepancies be found on this set of drawings, please advise our office at your earliest convenience.
STRUCTURAL DESIGN CRITERIA1. Assumed roof design snow load (live + dead) = 45 psf (2.15 kN/m²)2. Assumed soil bearing capacity = 2000 psf (95.76 kN/m²)3. Concrete foundation walls and slabs-on-grade shall have a minimum compressive strength of 3000 psi (20 MPa) at 28 days.4. All reinforcing bars shall be billet steel complying with CSA-G30.10.
FOUNDATION1. Foundations shall be a minimum of 8" thick insulated concrete or ICF on solid undisturbedbearing soil or pre-engineered soil approved by a geotechnical engineer cerified in theprovince of British Columbia and below a frost line of 2'-0" below grade.2. Basement foundation walls shall not be backfilled until:
2.1. Concrete has reached its specified 28 day strength.2.2. Structural floor framing, including subfloor, required to support the walls is complete and fully nailed and anchored.
3. Foundation wall heights may require adjustment to suit site conditions.4. All concrete and masonry foundation walls exceeding limits specified in the current Building Code require engineering.5. All foundation walls 24" (600mm) and higher shall have a minimum of 1- 1/2" (12mm) reinforcing bar centered on wall and located 3" (75mm) from the top of wall.6. Corner reinforcing to be lapped a minimum 24" (600mm).7. Provide minimum side clear concrete cover of 11/2" (38mm).7. Provide minimum bottom clear concrete cover of 3" (76mm) cast against soil.8. The Contractor shall examine all applicable drawings for locations of embedded items before placing concrete.9. Perimeter drainage shall be installed where required to the approval of local authorities.
WOOD FRAME CONSTRUCTION:1. Dimensions are taken from outside face of exterior wall studs to centerline of interior wall studs. Face of exterior studs to be flush with outside face of foundation wall. Exceptions noted.2. All studs, plates, backing, blocking and bridging to be No. 2 SPF or better.3. All joists, rafters, beams and lintels to be No. 2 SPF or better. Exceptions noted.4. Floor joists shall be doubled under all non-loadbearing partitions parallel to the joists.5. Joists are to be placed to accommodate heating, plumbing and other services.6. All lintels to be 2-2x10 (2-38x235) or pre-engineered lintels.7. Wood in contact with concrete to be dampproofed with 45 lb tar saturated felt, 6 mil polyethylene.8. All wood plates are to be anchored to foundation with 12 mm (1/2") anchor bolts withspacing not exceeding 1800 mm or (6'-0") O.C. Exceptions noted.9. Exterior wood plates are to be level and sealed at contact with concrete foundation.10. Cross-bridging for floor joists and roof joists shall be 38x38 (2"x2") diagonal type wherever possible. Use solid blocking with TJI's.11. Cross-bridging rows shall be installed at mid-span for joist spans exceeding 2100 mm (7'-0") or at 2100 mm (7'-0") maximum, unless strapping or sheathing is applied to the underside of joists.12. Roof trusses may require an engineer's certificate. For pre-engineered trusses, a certificate must be obtained from the truss fabricator.13. Caulk under all exterior door frames and at both sides of exposed masonry chimneys.
DECK AND PORCH CONSTRUCTION:1. All framing to be No.2 SPF or better and #1 ACQ pressure treated lumber. Exceptions noted.2. Girders for floor joists to be a min. 2-ply 2x10 unless noted otherwise. Girders shall be either bolted to posts w/ 1/2" dia. galvanizd bolts or anchored into concrete pier.3. All joists to have blocking at 8'-0" o/c.4. all ledgers attached to house to have a flashing barrier, lapping behind the siding, betweenthe house and ledger. Ledger shall be bolted to the building with 1/2" dia. galvanized bolts.5. All footings for posts and piers to be below local frost line. Piers shall extend a minimun of 6" above grade or per plan.6. All framing material to have appropriate galvanized hangers and anchors.
INSULATION AND VENTILATION:1. Minimum insulation requirements:
1.1. Walls above grade: R221.2. Walls below grade: R15
1.3 Roof/ceiling: R50 (R28 in cathedral ceilings) 1.4 Under slabs: R10
1.5 Floors Above Unheated Space R282. 6 mil polyethelyne vapor barrier shall be installed on the warm side of insulation.3. Foundation wall insulation to be 2" of rigid insulation on outside face of concrete or both sides of ICF.4. Ceiling insulation is batt insulation.5. Provide a baffle of air space (equal to soffit venting area) between insulation and roof sheathing at exterior wall line.6. All walls and ceilings between residential spaces and garages or carports shall be insulated.7. Insulation requirements may vary with heating systems and with local conditions. Verify with local authorities.8. All roof spaces shall be ventilated with soffit, roof or gable vents, or a combination of these equally distributed between the top of roof space and soffits.9. Venting area for attics and roof spaces shall be a minimum of 1/300 th of attic or roof space area.10. Vents for unheated crawlspaces shall be closeable, with a minimum total area 1/500 th of the crawlspace area.
4. Fireplace flue size to be minimum 1/10 of opening size.5. Dampers shall be rear hinged and min. 200mm (8") above finished opening.6. Provide min. 200mm (8") of brick, including firebrick, on all sides of firebox - min. 300mm (12") for stone.7. Interior wood-frame members to be min. 100mm (4") clear from back of and sides of firebox, and min. (2") 50mm clear from brick chimneys.8. Exterior wood-frame members to be min. 25mm (1") clear from exterior fireplace and min 12mm (1/2) clear from exterior chimney.9. Zero clearance type metal fireplaces and metal chimneys to be CSA approved and installed to manufacturer's specifications. Metal lining is recommended for chimney chases.
FINISHING:1. All interior and exterior finishes shown on the drawings shall be confirmed by the Owner.2. Exterior doors shall be solid core and weather-stripped.3. Garage doors to dwelling area to be solid core, weather-stripped and self-closing.4. All horizontal changes in exterior finishes to be flashed.5. Flashing to be installed over all unprotected exterior openings.6. Sliding glass doors shall have safety glass.7. Window sizes are shown in foot and inches.8. Door Sizes are shown in feet and inches.9. Openings in partitions shown without doors are to be full height unless shown as an arch.Lintels at archways are to be framed 2075mm (6'-11") high. Exceptions noted.10. Coat and clothes closets shall have one rod and shelf. Linen closets shall have 5adjustable shelves where possible. Broom closets shall have one shelf.11. All bathrooms shall have a wall medicine cabinet or one lockable cabinet drawer.
HEATING:1. Installation of entire heating system, whether electric, forced warm air or hot water, must complywith manufacturer's directions (where applicable) and conform to requirements of local codes andregulations in all respects.2. Gas connection will require separate permit and inspection.3. All supply air ducts to be installed overhead in basement unless specified otherwise.4. All return air intakes and registers to be located and installed for maximum efficiency by aqualified heating contractor.
PLUMBING:1. All materials, equipment and methods of installation shall be in accordance with requirements outlined in Part 7 of the most current British Columbia Building Codeand applicable local regulations.2. When the Owner's property is not located on a municipal sewer system, wells and septic disposal systems are to be located and constructed in accordance withhealth authorities having jurisdiction.3. All plumbing materials in contact with soils shall be corrosive resistant.
ELECTRICAL:1. Installation of electrical items must comply with the most current British ColumbiaElectrical Code and with the local electrical supplier in all respects.2. Outlet locations must comply with or exceed current minimum requirementsoutlined in the British Columbia Building Code. The minimum requirements are to beused as a guide only, and may be adjusted according the the Owner's and/or localauthority's specific requirements beyond the minimum.
ABBREVIATIONSMIR. MirrorB.U. Built-upMFR. SPEC'S Manufacturer's SpecificationsCEIL. CeilingMW. MicrowaveCOL. ColumnN.B.C National Building CodeCONC. Concrete N.T.S Not to scaleCONC. BLK Concrete blockOBSC. Obscure C.S. CrawlspaceO/C On centreD. DryerO/H OverheadDIA. DiameterPKT Pocket doorDN. DownPLYW'D PlywoodD.W. DishwasherR. RangeDIM. DimensionREQ'D RequiredELEV. ElevationR.C. Rubber coverEQ. EqualR. & S. Rod & ShaftF. RefridgeratorRM. RoomF.D. Floor drainR.O. Rough openingFTG. FootingS. SinkFND. FoundationS/C Solid coreBLDG. BuildingFR. FreezerSH. ShowerFTG. FootingSUSP. SuspendedFURN. FurnaceT/O Top ofGA. GuageTYP. Typical T.B.C To be confirmedGWB. Gypsum boardU/S Underside H.B. Hose bibW. (Clothes) WasherHORIZ. HorizontalW/ WithHT. Height.
Issue Schedule
IsuseNumber Description Date
1 Review 18.12.16
2 Permit 28.12.16
W.C. Water ClosetH.W. Hot water tankWD. WoodINSUL. InsulationW.P. WeatherproofW.W.M. Welded wire meshLDRY. LaundryVERT. VerticalLIN. LinenV.B. Vapour BarrierAC. AcousticLINO. LinoleumB.C.B.C. B.C. Building CodeLOUV. LouveredBD. BoardMAX. MaximumB.F. Bifold doorM.C. Medicine cabinetMIN. MinimumBM BeamU.N.O. Unless Noted OtherwiseELECT. ElectricalC/W Complete withR/W Reinforced withE/W Each WayAW. Awning
T/O Main Floor0"
Roof Bearing9' - 0"
Roof Height11' - 3 3/16"
3' -
0"
9' -
0"
14
' - 3
3/1
6"
(4.3
5)4040
SLIDER
3020 AW.4040
SLIDER
A/C
GRADE
GRADE
4040SLIDER
EXISTING HOUSE
A BD
E
F
G
3
A3.1
ADDITION
T/O Main Floor0"
Roof Bearing9' - 0"
Roof Height11' - 3 3/16"
GRADE
9' -
0"
1' -
2"
NEW5040
FIXED
NEW3068
HALF-LITE
NEW3034 AW.
NEW3020 AW.
11
' - 3
3/1
6"
(3.4
3)
NEW 6x6 WOOD COLUMN
A BC D
E
F
G
EXISTING HOUSE
3
A3.1
ADDITION
T/O Main Floor0"
Roof Bearing9' - 0"
Roof Height11' - 3 3/16"
9' -
0"
1' -
2"
GRADE
11
' - 3
3/1
6"
(3.4
3)
NEW 6x6 WOOD COLUMN
EXISTING HOUSE EXISTING HOUSE
BC
E
F
G
1
A3.1
2
A3.1
A
ADDITION
T/O Main Floor0"
Roof Bearing9' - 0"
Roof Height11' - 3 3/16"
9' -
0"
11
' - 3
3/1
6"
(3.4
3)
A/C
NEW 5040FIXED
GRADE
NEW 6x6 WOOD COLUMN
EXISTING HOUSE
AB CD
E
F
G
1
A3.1
2
A3.1
ADDITION
AS NOTED
Blue VisionDrafting & DesignP.O. BOX 22100Capri CentreKelowna, BCV1Y [email protected]
DRAWN BY: CHECKED BY:
PROJECT:
SCALE:
DATE:
3582 E Kelowna Rd.Kelowna, BC
28.12.16
Suite Addition
ELEVATIONS
BV BV
A1.1
2016-032
RDBC Custom Homes456 Stetson St.Kelowna,BC V1X [email protected]
1/4" = 1'-0"1
North
1/4" = 1'-0"2
South
Issue Schedule
IsuseNumber Description Date
1 Review 18.12.16
2 Permit 28.12.16
1/4" = 1'-0"3
East
1/4" = 1'-0"4
West
BUILDING NOTESGENERAL ZONING AND SITE INFORMATION- CIVIC ADDRESS: 3582 E KELOWNA RD.- LEGAL: PLAN 1670, LOT A- ZONE: A1 - AGRICULTURAL 1- AUTHORITY: CITY OF KELOWNA
- TOTAL LOT AREA: 280,834sqft [26,090m²]- TOTAL EXISTING FOOTPRINT: 2010sqft [186.7m²]- NEW ADDITION FOOTPRINT: 962sqft [89.4m²]- TOTAL PROPOSED LOT COVERAGE: 2972sqft [276.1m²]- PROPOSED % LOT COVERED: 1.05%
- MAXIMUM LOT COVERED (10%): 28,083sqft [2609m²]- MAXIMUM HEIGHT: 9.5m - 2 1/2 STOREYS
MIN YARD SETBACK FOR ADDITION- FRONT YARD SETBACK: 6.0m- REAR YARD SETBACK: 10.0m- SIDE YARD SETBACK: 3.0m
AD
JA
CE
NT
PR
OP
ER
TY
= A
1
AD
JA
CE
NT
PR
OP
ER
TY
= A
1
51
8.9
m
51
1.3
m
3.00
3.00
SE
TB
AC
K
SE
TB
AC
K
EXISTING HOUSE
SUITE ADDITION
EXIST. SEPTIC
NEW DECK
26
' - 0
" (7
.92
)
37' - 0" (11.28)
12.15
34' - 6 15/32" (10.53)
HATCH DENOTES AREA OF NEW SUITE
AS NOTED
Blue VisionDrafting & DesignP.O. BOX 22100Capri CentreKelowna, BCV1Y [email protected]
DRAWN BY: CHECKED BY:
PROJECT:
SCALE:
DATE:
3582 E Kelowna Rd.Kelowna, BC
28.12.16
Suite Addition
SITE PLAN
BV BV
A2.0
2016-032
RDBC Custom Homes456 Stetson St.Kelowna,BC V1X [email protected]
1/8" = 1'-0"2
SITE PLAN
Issue Schedule
IsuseNumber Description Date
1 Review 18.12.16
2 Permit 28.12.16
UP
WH
UP
FURN.
FAMILY
DEN
STOR,
W/R
CIRC.
STOR.
MECH.
EXISTING LIVEABLE AREA: 1388sqft
TOTAL EXISTING FOOTPRINT: 2010sqftTOTAL SUITE FOOTPRINT: 962sqftTOTAL FOOTPRINT: 2972sqft
HATCH DENOTESEXISTING LIVING AREA
EXIST. ELEC. PANEL
EXIST. ELEC. SUB-PANEL
GAS METER
UPGRADE EXIST. HOTWATER TANK FORSUITE ADDITION
NEW 2'-6"x2'-6"x10"PAD FOOTINGr/w 3-15M e/w
37' - 0"
26
' - 0
"
37' - 0"
11
' - 9
"
DRILL & EPOXY HORIZ.REBAR INTO EXIST.FOUNDATION MIN 4" w/ HILTIHY-200 EPOXY
DRILL & EPOXY HORIZ.REBAR INTO EXIST.FOUNDATION MIN 4" w/ HILTIHY-200 EPOXY
4" DIA. PERF. DRAIN PIPE
TYPICAL SLAB-ON GRADE:4" CONC. FLOOR SLABW6x6 - 10/10 W.W.M6 MIL POLY MOISTURE BARRIERMIN. 2" RIGID INSUL.5" COMPACTED GRANULAR BASE
16x8 CONT. STRIPFOOTING r/w 2-15M4" PERF. DRAIN PIPE @ PERIM.
4' -
6"
11' - 9 3/8" 5' - 0 1/4" 20' - 2 3/8"
1
A3.1
2
A3.1
3
A3.1
AS NOTED
Blue VisionDrafting & DesignP.O. BOX 22100Capri CentreKelowna, BCV1Y [email protected]
DRAWN BY: CHECKED BY:
PROJECT:
SCALE:
DATE:
3582 E Kelowna Rd.Kelowna, BC
13.02.17
Suite Addition
PLANS
Author Checker
A2.1
2016-032
RDBC Custom Homes456 Stetson St.Kelowna,BC V1X [email protected]
Issue Schedule
IsuseNumber Description Date
1 Review 18.12.16
2 Permit 28.12.16
3 Revision 1 13.02.17
1/4" = 1'-0"1
BASEMENT PLAN
DN
DN
DN
DN
DN
WH
DN
ROOF CONSTRUCTION
TYPICAL ROOF CONSTRUCTION:ROOFING FINISH PER ELEVATIONS7/16" OSB ROOF SHEATHING (c/w H-CLIPS)ENGINEERED ROOF TRUSSES OR RAFTERS PERMANUF'RS SPEC.INSULATION STOPS (AS REQ'D)R50 BLOWN CELLULOSE OR EQUAL(R28 SPRAY FOAM IN CATHEDRAL CEILINGS)6 MIL POLY VAPOUR BARRIER1/2" G.W.B. w/ TEXTURED CEILINGNOTE: PROVIDE TYPE 'X' GYPSUM IN WASHROOMSAND GARAGE.
EAVE CONSTRUCTION:PREFINISHED ALUMINUM VENTED SOFFITS2x6 BACKING (AS REQUIRED)6" PREFINISHED ALUMINUM FASCIA2x10 ROUGH FASCIA5" PREFINISHED ALUMINUM EAVESTROUGH - PROVIDE ICE DAMN EAVE PROTECTION MEMBRANE - ATTIC VENTILATION TO BE 1/300 OF INSULATED AREA
WALL CONSTRUCTION
TYPICAL 2x6 EXTERIOR WALL CONSTRUCTION:FINISH AS PER ELEVATION2 LAYERS 15# BUILDING PAPER (LAP ALL JOINTS)OR APPROVED EQUAL7/16" OSB SHEATHING2x6 STUDS @ 16" O/C (SPF#2 OR BETTER)R22 FRICTION FIT BATTE INSULATION6 MIL POLY VAPOUR BARRIER (CAULKING AT JOINTS& BOTTOM PLATE)1/2" G.W.B.NOTE: PROVIDE TYPE 'X' GYPSUM IN WASHROOMSAND GARAGE.
NON-LOAD BEARING PARTITIONS:2x4 STUDS @ 24" O/C (SPF#2 OR BETTER)1/2" G.W.B. (BOTH SIDES)
FLOOR CONSTRUCTION
TYPICAL FLOOR CONSTRUCTION:FLOOR FINISH AS PER PLAN/SCHEDULE3/8" FIR "U-LAY" UNDERLAY IN ALL LINO AREAS3/4" T&G OSB SUBFLOOR (GLUED & SCREWED)FLOOR JOISTS AS PER FLOOR PLANAIR SPACE (90mm) (ABOVE UNHEATED SPACE ONLY)R28 BATTE INSULATION (ABOVE UNHEATED SPACEONLY)6 MIL POLY VAPOUR BARRIER (CAULKING AT JOINTS& BOTTOM PLATE) (ABOVE UNHEATED SPACE ONLY)1/2" G.W.B. (INTERIOR EXPOSURE ONLY) ORWOOD SOFFIT (EXTERIOR EXPOSURE ONLY)NOTE: INSULATE ALL JOIST SPACES @ EXTERIORPERIMETER WALLS
LOAD BEARING PARTITIONS:2x6 STUDS @ 16" O/C (SPF#2 OR BETTER)1/2" G.W.B. (BOTH SIDES)
TELEPOSTS:AS PER PLAN OR AS REQUIRED BY FLOOR SUPPLIER
FOUNDATION CONSTRUCTION
FROST WALL CONSTRUCTION:8" CONCRETE WALLS c/w 2 ROWS 10mm REBAR TOP &BOTTOM2" RIGID INSULATIONNOTE: CONCRETE TO BE 32MPA
FOOTING CONSTRUCTION:16"x10" CONCRETE STRIP FOOTINGS c/w 2"x4" KEYWAY2 ROWS 16mm DIA. (15M) REBAR REINFORCEMENTFOOTINGS TO BE PLACED ON UNDISTURBED NATIVESOIL OR PRE-ENGINEERED SOIL AND A MINIMUM OF2'-0" BELOW GRADE.NOTE: CONCRETE TO BE 32MPA
DAMPROOFING:ASPHALT EMULSION APPLIED TO OUTSIDE OFFOUNDATION WALL TO GRADE LEVELCONTINUOUS 4" PERFERATED DRAIN PIPE AROUNDFOOTING6" CRUSHED ROCKNOTE: ALL SNAP TIES TO BE TARRED
PILES:12"DIA. CONCRETE SONOTUBE PILE2- 16mm DIA. (15M) REBAR VERTICAL REINFORCEMET(& BENT)NOTE: CONCRETE TO BE 32MPA
GRADE BEAMS:8"x24" CONCRETE GRADE BEAM2- 16mm DIA. (15M) REBAR HORIZONTALREINFORCEMENT TOP & BOTTOM10mm (10M) STIRRUPS @ 10" O/C8" VOID FORM BETWEEN PILESNOTE: CONCRETE TO BE 32MPA - TIE GRADE BEAM TO FOUNDATION W/ 4-15M x 4'-0"DOWELS
TYPICAL DECK CONSTRUCTION:TILE DECK FINISH AS PER OWNER/CONTRACTORWATERPROOF MEMBRANE3/4" T&G OSB SUBFLOOR (GLUED & SCREWED)STRAPPING @ 16" O/C SLOPED 2% TO DRAINFLOOR JOISTS AS PER FLOOR PLANAIR SPACE (90mm) (ABOVE HEATED SPACE ONLY)R28 BATTE INSULATION (ABOVE HEATED SPACE ONLY)6 MIL POLY VAPOUR BARRIER (CAULKING AT JOINTS& BOTTOM PLATE) (ABOVE HEATED SPACE ONLY)1/2" G.W.B. (INTERIOR EXPOSURE ONLY) ORWOOD SOFFIT (EXTERIOR EXPOSURE ONLY)NOTE: INSULATE ALL JOIST SPACES @ EXTERIORPERIMETER WALLS
FLOOR SLAB:5" CONCRETE SLAB6X6-10/10 W.W.M.6 MIL. POLY VAPOUR BARRIERMINIMUM 2" RIGID INSULATION5" MIN. COMPACTED GRANULAR BASENOTE: CONCRETE TO BE 32MPA
DRIVEWAY/SIDEWALKS:4" CONCRETE SLAB10mm REBAR @ 24" O/C E/WNOTE: CONCRETE TO BE 25MPA - TIE TO FOUNDATION/ GRADE BEAM w/ 10mmDOWELS - PILES AS NOTED ABOVE
SLAB CONSTRUCTION
EXISTING LIVEABLE AREA: 1410sqftTOTAL LIVEABLE AREA OF SUITE: 895sqftTOTAL LIVEABLE AREA: 2305sqft
DINING
LIVING
MASTER
W/R
BDRM 2
BDRM 3
FOYER
HALLKITCHEN
W.
D.
F.
NE
W 3
06
8
RE
MO
VE
NEW 3068
GARAGE
R.
A/C
HATCH DENOTESEXISTING LIVING AREA
26
' - 0
"
M/W
4' - 0"
6' -
0"
14
' - 0
" (4
.27
)1
2' -
0"
(3.6
6)
8' - 6" 5' - 5 1/2" 9' - 7 1/2" 2' - 5" 11' - 0"
3' - 9" 4' - 9" 2' - 0" 3' - 5 1/2" 5' - 6 1/2" 4' - 1" 5' - 0" 6' - 0"
3' -
11
"
13
' - 2
"
16' - 5 1/2" 2' - 5" 11' - 3 3/4" 6' - 9 3/4"
37' - 0"
36
80
BI-
FO
LD
RADIANT HEATER
3068 3068 306830683068
4068BI-FOLD
40
68
BI-
FO
LD
F. D/W
6' - 4" 7' - 11 1/2" 2' - 2"
3020 AW.3020 AW.
3068HALF-LITE
6' - 4 1/2" 4' - 11 1/4" 3' - 2" 3' - 7 3/4"
2x6
PL
UM
BIN
G W
AL
L
2x6
PL
UM
BIN
G W
AL
L
4040 SLIDER4040 SLIDER4040 SLIDER 3020 AW.
5040 FIXED
50
40
FIX
ED
NE
W 3
06
8
RA
DIA
NT
HE
AT
ER
RA
DIA
NT
HE
AT
ER
BDRM 3 W/R BDRM 2 BDRM 1
ENSUITEKITCHEN
DINING
LIVING
11'-3"x7'-9" 11'-3"x5'-0" 11'-3"x9'-2" 11'-3"x10'-3"
13'-3"x6'-0"13'-3"x11'-0"
7'-7"x6'-8"
13'-3"x11'-8"
RA
DIA
NT
HE
AT
ER
RA
DIA
NT
HE
AT
ER
RA
DIA
NT
HE
AT
ER
RADIANT HEATER
R. M/W
SHELF
3' -
0"
1' -
8"
6' -
0"
40
68
BI-
FO
LD
40
68
BI-
FO
LD
4' -
6"
11' - 6 3/4" 5' - 5 1/2"
6x6
6x6
PR
E-E
NG
'D R
OO
F T
RU
SS
ES
@ 2
4"
o/c
PRE-ENG'D ROOF TRUSSES @ 24" o/c
2' -
0"
2' - 0"
2' -
0"
4' -
0"
8' - 0"
1
A3.1
2
A3.1
3
A3.1
HALL
AS NOTED
Blue VisionDrafting & DesignP.O. BOX 22100Capri CentreKelowna, BCV1Y [email protected]
DRAWN BY: CHECKED BY:
PROJECT:
SCALE:
DATE:
3582 E Kelowna Rd.Kelowna, BC
28.12.16
Suite Addition
PLANS
BV BV
A2.2
2016-032
RDBC Custom Homes456 Stetson St.Kelowna,BC V1X [email protected]
GENERAL CONSTRUCTION NOTES:1. 1/2 WALL STAIR GUARDS TO BE 42" HIGH OR AS PER PLAN.2. PROVIDE MIN 2" FRONT ENTRY STEP.3. ALL BATHROOMS TO BE MECHANICALLY VENTILATED TOPROVIDE AT LEAST 1 AIR CHANGE PER HOUR.4. 20"x28" INSULATED/WEATHER STRIPPED ATTIC ACCESSHATCH W/ INSULATION SHAFT5. PROVIDE 2" (MIN.) CLEARANCE AROUND MECHANICALFLUES TO ALL COMBUSTIBLE CONSTRUCTION.6. PROVIDE FLASHING ABOVE EXTERIOR DOORS ANDWINDOW OPENINGS WHERE REQUIRED7. NON-HARDENING EXTERIOR CAULKING COMPOUND TO BEUSED OVER & AROUND ALL EXTERIOR OPENINGS / IE.SERVICE ELECT., ETC.8. ALL EXTERIOR/ INTERIOR LOAD BEARING LINTELS TO BE 2-PLY 2x10 U.N.O.9. ALL EXTERIOR SIDING/ STUCCO FINISHES TO BE 8" MIN.ABOVE FINISHED GRADE10. ALL WORKMANSHIP AND MILLWORK TO CONFORM TO THESTANDARDS OF GOOD BUILDING PRACTICES, & CURRENTLOCAL BUILDING CODES WITH ALL RESPECTS11. WHERE THERE IS A DISCREPANCY BETWEEN THEPLANS AND THE BUILDING CODE, THE BUILDING CODESHALL TAKE PRECEDENCE.
1/4" = 1'-0"2
MAIN FLOOR PLAN
Issue Schedule
IsuseNumber Description Date
1 Review 18.12.16
2 Permit 28.12.16
WINDOW TRIM
SEAL V.B. W/ CONT.BEAD OF RESILIENTCAULK
SEAL V.B. W/ CONT.BEAD OF RESILIENTCAULK
EXTERIOR FINISH AS PERARCHITECTURAL DWG'S
LAP SELF ADHESIVE MEMBRANESTRIPPING MIN. 8" OVER AIR ANDMOISTURE BARRIER AND ONTOPRE-FINISHED METAL FLASHING
PRE-FINISHED METAL FLASHING
CONT. INSECT SCREEN
SHIMS AS REQ'D
PRE-FINISHED METAL FLASHING
SELF ADHESIVE MEMBRANEFLASHING SEALED TO WINDOWFLANGE AND LAPPED OVERBUILDING PAPER
SELF ADHESIVE MEMBRANEFLASHING SEALED TO WINDOWFLANGE AND LAPPED OVERBUILDING PAPER
EXTERIOR FINISH AS PER ARCH. DWG
BUILDING PAPER
FASCIA
PRE-FINISHEDMETAL FLASHINGBLOCKING AS
REQ`D
SOFFIT
INSULATION STOP
ROOFING MATERIAL
ENGINEERED TRUSS
ROOF SHEATHING
GRADE
2'-0"
MIN
FR
OS
T C
OV
ER
6"
AB
OV
EG
RA
DE
MIN
.
0' -
5"
0' -
4"
0' - 4" 0' - 4"0' - 8"
THERMAL BREAK 50% OFTHE REQ'D INSULTHICKNESS (CONTINUOUS)
CONC. SLAB PER ARCH PLANS
2" RIGID INSULATION
R-22 BATTEINSULATION U.N.O.
NATIVE SOIL ORENGINEERED SOIL
SILL GASKET, TYP.
ANCHOR SYSTEM, TYP.
4" PERF. DRAIN PIPE w/12" DRAIN ROCK
PER ARCH. DWGS
PE
R A
RC
H D
WG
S
T/O Main Floor0"
Roof Bearing9' - 0"
T/O New Footing-2' - 6"
Roof Height11' - 3 3/16"
3
A3.1
2x10 @ 16" o/c
BDRM 3 W/R BDRM 2 BDRM 1 HALL
TRIM TAILS OFFEXIST. TRUSSES
2x6 EXTERIOR WALLc/w R22 BATTE INSULATIONEFFECTIVE R-VALUE = 16.92
2x6 GARAGE WALLc/w R-22 INSULATIONEFFECTIVE R-VALUE = 17.53
GRADE
TYPICAL SLAB-ON-GRADE PER PLAN
R50 BLOWN CELLULOSE
PRE-ENG'D ROOF TRUSSES @ 24" o/c
CONTINUOUS AIR BARRIER
T/O Main Floor0"
Roof Bearing9' - 0"
T/O New Footing-2' - 6"
Roof Height11' - 3 3/16"
3
A3.1
2x6 EXTERIOR WALLc/w R22 BATTE INSULATIONEFFECTIVE R-VALUE = 16.92
GRADE
TYPICAL SLAB-ON-GRADE PER PLAN
R50 BLOWN CELLULOSE
PRE-ENG'D ROOF TRUSSES @ 24" o/c
CONTINUOUS AIR BARRIER
2x6 EXTERIOR WALLc/w R22 BATTE INSULATIONEFFECTIVE R-VALUE = 16.92
LIVING DINING KITCHEN ENSUITE
T/O Main Floor0"
Roof Bearing9' - 0"
T/O New Footing-2' - 6"
Roof Height11' - 3 3/16"
1
A3.12
A3.1
2x6 EXTERIOR WALLc/w R22 BATTE INSULATIONEFFECTIVE R-VALUE = 16.92
GRADE
TYPICAL SLAB-ON-GRADE PER PLAN
R50 BLOWN CELLULOSE
6x6
WO
OD
PO
ST
WOOD BEAM
PRE-ENG'D ROOF TRUSSES @ 24" o/cPRE-ENG'D ROOF TRUSSES @ 24" o/c
CONTINUOUS AIR BARRIER
STEP 1:
STEP 2:
STEP 3:
STEP 4:
STEP 5:
INSTALL WINDOW
STEP 6:
STEP 7:
A: LAB BUILDING PAPER VERTICALLY 6"
B: LAP BUILDING PAPER HORIZONTALLY 4"
C: SLIP THIS SHEET OF BUILDING PAPER UNDER SILL AND FLASHINGMEMBRANE
D: TWO (2) LAYERS OF BUILDING PAPER. STAGGER JOINTS 12"
E: SLIP BOTTOM OF JAMB FLAHSING PAPER AND SILL FLASHING PAPER
OVER BUILDING PAPER AT WINDOW SILL
A
B
C
D
E
INSTALL PEEL AND STICKMEMBRANE AT THEBOTTOM EDGE OF SILLOPENING. LEAVE BOTTOMEDGE UNATTACHED FORWATER RESISTANTBARRIER (BUILDINGPAPER). INSTALLATION TOGO UNDERNEATHFLASHING MEMBRANE.
CUT PEEL AND STICK MEMBRANE ANDFOLD OVER SILL AND JAMB FLASHINGMEMBRANES AS SHOWN.
INSTALL PEEL AND STICKMEMBRANE FLASHING ATSIDES OF JAMB OPENING,DO NOT SECURE BELOWSILL FLASHING MEMBRANE.
LEAVE BOTTOM EDGEUNATTACHED FOR WATERRESISTANT BARRIER(BUILDING PAPER).INSTALLATION TO GOUNDERNEATH FLASHINGMEMBRANE.
INSTALL PEEL AND STICKOVER JAMB SILL FLASHINGMEMBRANES. EXTENDVERTICALLY 6"
INSTALL PEEL AND STICK MEMBRANE ATHEAD OVER TOP OF WINDOW FLANGENOTE:IF A WINDOW REQUIRES FLASHINGABOVE, INSTALL IT OVER THE WINDOWHEAD FLASHING AND PLACE THEBUILDING PAPER OVER THE FLANGE OFFLASHING.
AS NOTED
Blue VisionDrafting & DesignP.O. BOX 22100Capri CentreKelowna, BCV1Y [email protected]
DRAWN BY: CHECKED BY:
PROJECT:
SCALE:
DATE:
3582 E Kelowna Rd.Kelowna, BC
28.12.16
Suite Addition
SECTIONS & DETAILS
BV BV
A3.1
2016-032
RDBC Custom Homes456 Stetson St.Kelowna,BC V1X [email protected]
1" = 1'-0"5
Window Head/Sill Detail
1" = 1'-0"4
Roof Overhang Detail
Issue Schedule
IsuseNumber Description Date
1 Review 18.12.16
2 Permit 28.12.16
1" = 1'-0"6
Frost Wall Detail
1/4" = 1'-0"1
Section 1
1/4" = 1'-0"2
Section 2
1/4" = 1'-0"3
Section 3
1/4" = 1'-0"7
Window Installation Detail
NOTE:PROVIDE MIN. RSI VALUE2.65 or R-15.3 INSUL.
SPRAY FOANREQUIRED IN BOXJOIST END. ENSURECONTINUOUS ABV.
EXPOSED FOAN PLASTICSTO BE PROTECTED ASPERBCBC 9.25.2
REFER TO TRUSS MANUFACTURERFOR HEAL HEIGHTS
NOTE:ENSURE ATTIC PERIMETER WALLMAINTAINS THE SAME RSI VALUEAS THE WALL ASSEMBLY, FOR AMAXIMUM OF 4'-0". AFTER 48",CEILINGS BELOW ATTIC SPACEREQUIRE R-40 MINIMUM 12"BLOWN IN OR EQUIVALENT.
PROVIDE R-50 BLOWN CELLULOSEOR EQUIV.
2x6 EXTERIOR WALL ASSEMBLYw/ STUCCO SIDING
WALL ASSEMBLY COMPONENTS RSI R1. EXTERIOR AIR FILM 0.03 0.172. STUCCO SIDING 0.09 0.503. 2 LAYERS 15# BUILDING PAPER 0.00 0.004. 7/16"(11.1mm) OSB SHEATHING 0.11 0.625. 2x6 FRAMING FILLED WITH R22 BATT @ 16" o/c 2.55 14.56. PLOYETHYLENE 0.00 0.007. 1/2"(12.7mm) GYPSUM BOARD 0.08 0.458. FINISH: 1 COAT LATEX PRIMER AND PAINT 0.00 0.009. INTERIOR AIR FILM 0.12 0.68
EFFECTIVE RSI/ R VALUE OF ENTIRE ASSEMBLY 2.98 16.92
2x6 EXTERIOR WALL ASSEMBLY(GARAGE TO HOUSE)
WALL ASSEMBLY COMPONENTS RSI R1. EXTERIOR AIR FILM 0.03 0.172. 1/2"(12.7mm) GYPSUM BOARD 0.08 0.453. 2 LAYERS 15# BUILDING PAPER 0.00 0.004. 7/16"(11.1mm) OSB SHEATHING 0.11 0.625. 2x6 FRAMING FILLED WITH R22 BATT @ 24" o/c 2.67 15.166. PLOYETHYLENE 0.00 0.007. 1/2"(12.7mm) GYPSUM BOARD 0.08 0.458. FINISH: 1 COAT LATEX PRIMER AND PAINT 0.00 0.009. INTERIOR AIR FILM 0.12 0.68
EFFECTIVE RSI/ R VALUE OF ENTIRE ASSEMBLY 3.09 17.53
EXTERIOR WALL FRAMING ASPER PLANS
WALL SHEATHING AS PER PLANS.NOTE: MIN 2mm GAP VERTICALLY ANDHORIZONTALLY AT JOINTSBCBC 9.23.16.5
WATER RESISTANT BARRIER MIN. ONE LAYER -2 LAYER RECOMMENDEDBCBC 9.25.3 - WALL SHEATHING MEMBRANE
SELF FURRING LATH - DOUBLE WRAP ATCORNERS 6" MINFASTENING: 6" o/c. W/ STUDS @ 16" o/cBCBC 9.28.4
CEMENT PLASTER BASE COAT - MUSTBE MAINTAINED ABOVE FREEZINGBCBC 9.28.6.1
FINISH STUCCO COAT - MUST BE APPLIED ATA TEMPERATURE NO LOWER THEN 10 deg. CAND MAINTAINED THERE FOR MIN. 48 HOURSBCBC 9.28.6.1
APPLIED AS PER BCBC 9.28.2MIN. 6mm OVERALL THICKNESS OF 1ST COAT, SCORED FOR 2ND COATMIN. 6mm OVERALL THICKNESS OF 2ND COAT, LIGHTLY ROUGHENED FOR FINISH COATMIN. 3mm OVERALL THICKNESS OF FINISH COATWHEN A STONE DASH FINISH IS USED, THE STONE SHALL BE PARTIALLY SET EMBEDDED INTO THE 2ND COAT
STRINGER
FINISH FLOOR
WALL STUDS(AS PER ARCH
DWGS)
BLOCKING FORRAILING AS REQ'D
MIN
. H
EA
DR
OO
M
(1.9
5 m
)6
' - 5
"
MIN
. EFFEC
TIV
E D
EPTH
(90
mm
)
0' - 3
1/2
"
TOTAL RUN
TO
TA
L R
ISE
8-1/4" MIN.
RUN
7-7
/8"
MA
X
RIS
E
(MIN
80
0m
m / M
AX
965
mm
)M
IN. 3
2"
/ M
AX
38
"
ALL STAIRS TO CONFORM TO BCBC
MAX RISE = 7-7/8" (200mm)MIN RUN = 8-1/4" (210mm)MIN TREAD = 9-1/4" (235mm)MAX NOSING = 1" (25mm)RAILING @ LADING = 2'-11" (900mm)RAILING @ STAIR = 2'-8" (800mm)MIN STAIR WIDTH = 2'-10" (860mm)
FINISHED RAILINGS SPACED MAX 4" (100mm) BETWEEN RAILINGS
GUARDS - BCBC 2012 DIV. B. PART 9.8.8
DOUBLE TOP PLATE
WALL STUDSSIZE & SPACING AS PERARCH. DWGS
LINTELSIZE AS PER ARCH. DWGS
JACK STUD
CRIPPLE STUD
BOTTOM PLATE
ROUGH OPENING DIMENSIONS 1" (25 mm)LARGER THEN OUTSIDE OF WINDOW FRAMETO PROVIDE A MIN. 1/2" (12.5 mm) AIR SPACEBETWEEN WINDOW FRAME AND ROUGHOPENING
KING STUD
D1 D2 D3 D4 D5
D5
MECHANICAL ROOM DOOR
*MIN. 32" (2'-8")
NOTE
WIDTH & HEIGHT DENOTED ON PLANS AS SHOWN.
2068 2668 2868 3068 2868
2' - 2" R/O
2' - 0"
6' -
10
1/2
" R
/O
6' -
8"
TY
P. U
NLE
SS
OT
HE
RW
ISE
NO
TE
D
2' - 8" R/O
2' - 6"
2' - 10" R/O
2' - 8"
3' - 2" R/O
3' - 0"
2' - 10" R/O
2' - 8"
AS NOTED
Blue VisionDrafting & DesignP.O. BOX 22100Capri CentreKelowna, BCV1Y [email protected]
DRAWN BY: CHECKED BY:
PROJECT:
SCALE:
DATE:
3582 E Kelowna Rd.Kelowna, BC
28.12.16
Suite Addition
SECTIONS & DETAILS
BV BV
A3.2
2016-032
RDBC Custom Homes456 Stetson St.Kelowna,BC V1X [email protected]
HRV INSTALLED UPPER SUITE
1/2" = 1'-0"1
HRV Unit
1/2" = 1'-0"2
Foundation Insulation
1/2" = 1'-0"3
Floor Insulation
1/2" = 1'-0"6
Soffit Insulation
3/8" = 1'-0"4
Stucco Installation Detail
1/2" = 1'-0"9
Radon Gas Venting
3/4" = 1'-0"8
Standard Stair Detail
Issue Schedule
IsuseNumber Description Date
1 Review 18.12.16
2 Permit 28.12.16
1/2" = 1'-0"5
Window Framing Detail
1/4" = 1'-0"7
Door Schedule Detail
WH
DN
ELECTRICAL LEGEND
WP
GFI
Duplex Receptacle
Duplex Receptacle
SSwitch
S
S
Two Switch Gang
Three Switch Gang
Telephone Connection
Television Connection
Thermostat
Light Fixture
Duplex Receptacle
With Ground FaultInteruptor
Light Fixture
Wall Mounted
Weather Proof
T
Smoke Detector
Fan
Ceiling Fan w/ Spotlight
NOTES: ALL ELECTICAL PLACEMENT ISAPPROXIMATE. SITE CONFIRM ALL LOCATIONS. - ELECTRICAL CODE GOVERNS - CLIENT TO CONFIRM ALL LOCATONS
LED Strip Lighting
Electrical Panel
240 Volt Receptacle240
HATCH DENOTESEXISTING LIVING AREA
WP
WP
GFI
240 GFI
S
S
S
S
S
FA
N
S
S
S
FAN
S
SS
A/C
T
1
A3.1
2
A3.1
3
A3.1
AS NOTED
Blue VisionDrafting & DesignP.O. BOX 22100Capri CentreKelowna, BCV1Y [email protected]
DRAWN BY: CHECKED BY:
PROJECT:
SCALE:
DATE:
3582 E Kelowna Rd.Kelowna, BC
28.12.16
Suite Addition
ELECTRICAL PLAN
BV BV
E1.1
2016-032
RDBC Custom Homes456 Stetson St.Kelowna,BC V1X [email protected]
Issue Schedule
IsuseNumber Description Date
1 Review 18.12.16
2 Permit 28.12.16
1/4" = 1'-0"1
MAIN FLOOR ELECTRICAL PLAN