GENERAL NOTES CONSTRUCTION NOTES
GROSS AREA
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PROPERTYLINE PROPERTYLINE PROPERTYLINE 30m SIDEYARDSETBACK 30m SIDEYARDSETBACK 75mFRONTYARDSETBACK *23603m *21638m *8759m TWINLAKESRD 750m 300m 3.00m *1470m 10051/23062m 42'-8"*1300m 129'-0*3931m 11831/2 " *3605m 7.00 m 700m * 5800 91' - 0" 27.74 m 77'0" 23.47 m SITE SPECIFIC INFORMATION LEGAL DESCRIPTION: LOT 8, PLAN KAP30349, SECTION 27,34, TOWNSHIP 18, OSOYOOS DIV OF YALE LAND DISTRICT ZONE: SH DISTRICT: SALMON ARM RURAL (RDNO) NOT IN ALR ZONING BYLAW PROPERTY SETBACKS: FRONT: 7.5m REAR: 7.5m SIDE: 3.0m HEIGHT OF THE BUILDING: MAX 12 m LOT COVERAGE: MAX 30% LOT AREA: 218722 SQ.FT. 2.032 ha LOT COVERAGE - BUILDINGS 4201 SQ.FT. (1.9%) 2730 SF MAIN FLOOR UPPER FLOOR
329 SF 475 SF 704 SF 2730 SF 704 SF GARAGE 475 SF C. PORCH 329 SF C. PATIO
ALL CONSTRUCTION, MATERIALS & WORKMANSHIP TO BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE B.C. BUILDING CODE, PLUMBING CODE, ELECTRICAL CODE, & ALL OTHER CODES, ZONING AND BYLAWS THAT MAY APPLY. IT IS THE OWNERS AND CONTRACTORS RESPONSIBILITY TO ENSURE THE DRAWINGS CONFORM TO ALL REGULATIONS.
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THE CONTRACTOR AND ALL SUB TRADES ARE RESPONSIBLE FOR THE REVIEW OF ALL DRAWINGS AND SITE CONDITIONS PRIOR TO COMMENCING WORK OR ORDERING ANY MATERIAL, AND SHALL REPORT ANY DISCREPANCIES THAT AFFECT DESIGN TO PRIME BUILDING DESIGN IMMEDIATELY.
ALL FRAMING MATERIAL TO BE S.P.F.#2 OR BETTER. ALL FRAMING HAS TO BE MIN 6"FROM GRADE AS PER B.C. BUILDING CODE 2018
CONCRETE FOOTINGS AND WALLS TO BE MINIMUM 28MPA @ 28 DAYS; FLOOR SLABS AND SIDEWALKS TO BE MINIMUM 32MPA @ 28 DAYS.
ALL CONCRETE FOOTINGS TO BE PLACED ON ORIGINAL UNDISTURBED GROUND, FREE OF ALL ORGANIC, FROZEN OR FROSTY MATERIAL.
DAMPPROOFING FOUNDATION WALLS BELOW GRADE WITH 2 COATS OF BITUMINOUS MATERIAL.
6 MIL ULTRAVIOLET RESISTANT POLY VAPOR BARRIER ON A) 4" OF GRANULAR COMPATIBLE FILL UNDER EXTERIOR OR GARAGE SLABS OR B) 4" OF 3/4" DRAIN ROCK OR OTHER MATERIAL SUITABLE FOR MOVEMENT OF RADON GAS UNDER INTERIOR SLABS 8. ALL FOUNDATION DRAINS TO BE 4" PERFORATED P.V.C. WITH FILTER CLOTH AND MINIMUM 6" DRAIN ROCK, DRAINED TO MUNICIPAL SERVICES ACCORDING TO LOCAL STANDARDS
GRADE TO BE SLOPED AWAY FROM BUILDING AT ALL LOCATIONS ADJACENT TO BUILDING
ALL TRUSSES, -JOISTS, BEAMS OR OTHER STRUCTURAL MEMBERS NOT COVERED IN B.C. BUILDING CODE TO BE DESIGNED AND ENGINEERED BY TRUSS MANUFACTURER OR STRUCTURAL ENGINEER PRIOR TO ANY FABRICATION
CONTRACTOR TO VERIFY ALL PROPERTY & FOUNDATION LINES WITH A LEGAL LAND SURVEYOR PRIOR TO PLACING FOOTINGS OR RUNNING SERVICES WITHIN BUILDING ENVELOPE.
ALL ROOF SPACES TO BE VENTILATED WITH SOFFIT AND ROOF VENTS WITH A MINIMUM DISTRIBUTION AREA OF 1/300. A MINIMUM OF 25% OF VENTS TO BE LOCATED AT ROOF, AND MINIMUM 25% TO BE LOCATED AT SOFFIT
DOOR FRAMES AT ENTRANCES AND EXTERIOR SPACES TO DWELLING UNITS SHALL BE SOLIDLY BLOCKED BETWEEN DOOR FRAME AND STUDS AT THE HEIGHT OF THE DEADBOLT TO RESIST SPREADING 14. ALL GLASS IN DOORS, SIDELITE OR WINDOWS WITHIN 18" OF FINISHED FLOOR TO BE CONSTRUCTED OF SAFETY GLASS. 15. RAINWATER LEADERS NOT SHOWN ON PLAN. CONTRACTOR TO DETERMINE EXACT LOCATION SUITABLE TO SITE AND MUNICIPAL DRAINAGE 16. ELECTRICAL LOCATIONS TO BE DETERMINED BY ELECTRICAL CONTRACTOR WITH THE APPROVAL OF HOMEOWNER OR GENERAL CONTRACTOR AND IN ACCORDANCE WITH CURRENT ELECTRICAL CODE. 17. APPROVED SMOKE ALARMS TO BE INSTALLED WITH LOCATION APPROVED BY APPROPRIATE LOCAL MUNICIPALITY 18. REFER TO LAYOUTS AND SPECIFICATIONS FROM STRUCTURAL ENGINEER, FLOOR JOIST SUPPLIER AND ROOF TRUSS MANUFACTURER FOR BEAM, POST AND FOOTING LOCATIONS AND SIZES AND ENSURE PROPER BEARING IS PROVIDED FOR ALL POINT LOADS. ANY STRUCTURAL SPECIFICATIONS SHOWN ON PRIME BUILDING DESIGN PLANS ARE ESTIMATES ONLY AND MAY NOT ACCURATELY REPRESENT LOADING AND SIZING OR MAY NOT INCLUDE POINT LOADS OR STRUCTURAL MEMBERS DESIGNED BY OTHERS.
PRIME BUILDING DESIGN ACCEPTS NO LIABILITY AND SHALL NOT BE HELD RESPONSIBLE FOR ERRORS OR OMISSIONS WITH THIS SET OF DRAWINGS THAT MAY NEGATIVELY AFFECT CONSTRUCTION. IF ERRORS ARE FOUND, PLEASE CONTACT PRIME BUILDING DESIGN AT YOUR EARLIEST CONVENIENCE
ALL WORK IS TO CONFORM TO THE LATEST EDITION OF THE B.C. BUILDING CODE, AND LOCAL BYLAWS WHICH MAY TAKE PRECEDENCE.
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED MEASUREMENTS.
THE BUILDER SHALL VERIFY AND BE RESPONSIBLE FOR ALL INFORMATION, DIMENSIONS, AND SPECIFICATION REGARDING THESE PLANS PRIOR TO COMMENCEMENT OF CONSTRUCTION
THE BUILDER SHALL BE RESPONSIBLE FOR THE CORRECT SURVEYING, & SITING OF PROPOSED BUILDING ON THE PROPERTY.
GRADE LEVELS SHOWN ON THESE DRAWINGS ARE ESTIMATES ONLY, ADJUSTMENTS AS REQUIRED ARE TO BE MADE ON SITE.
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Scale Date Designed By Project Number #202 - 3704 32nd St. Vernon, BC +1 (250) 540-3449 philipp@primebuildingdesign.com 01 VE 2024-01-04 primebuildingdesign.com No. Description Date 2024-02-08 Issued for Construction As indicated A02 SITE PLAN GROSS AREA ENNS RESIDENCE 82 TWIN LAKES RD, ENDERBY, BC 24-002 1" = 40'-0" 1.0 SITE PLAN * DIMENSIONS ARE APPROXIMATE, BASED ON GIS MAP, FULL SITE SURVEY WAS NOT PROVIDED
1 1 2 2 A A E E 3 3 4 4 7 8 8 B B C C K 1 A08 1 A08 2 A08 2 A08 1 A09 1 A09 2 A09 2 A09 13'-0"2'-6"7'-4"2'-6"13'-3 3/4"13'-8 3/4"13'-0 1/2"5'-1 1/2" 7'-0" 2'-0" 4'-0" 27'-0" 4'-0" 2'-0" 4'-0" 3'-0" 21'-0" 3'-0" 4'-0" 4'-7" 7'-5" 8'-7" 44'-0" 28'-0" 5'-6 1/2"20'-5 1/2" 2'-0"24'-0" 16'-0" 16'-0" 12'-0" D D 15'-6"9'-10"39'-8"26'-0" 91'-0" 44'-0" 28'-0" 72'-0" 91'-0" 15'-6"9'-10"50'-2"15'-6" 9'-9 1/2"26'-8 1/2"23'-6" 72'-0" 44'-0" 28'-0" 11'-7" 2'-7 1/2" 15'-9" 2'-7 1/2" 6" 6" 3'-0" 13'-6 1/2" 6" 6'-11 1/2"6'-9 1/2" 13'-6 1/2" 21'-0" 15'-6" 25'-4" 5 6 25'-1 1/4"27'-1"38'-9 3/4" 7'-0" Scale Date Designed By Project Number #202 - 3704 32nd St. Vernon, BC +1 (250) 540-3449 philipp@primebuildingdesign.com 01 VE 2024-01-04 primebuildingdesign.com No. Description Date 2024-02-08 Issued for Construction 1/4" = 1'-0" A03 FOUNDATION ENNS RESIDENCE 82 TWIN LAKES RD, ENDERBY, BC 24-002 1/4" = 1'-0" 2.0 FOUNDATION
D122' - 8"8' - 0"Interior4S.SWING D135' - 0"8' - 0"Interior2D.SWINGCLOSET
WINDOWS
W11' - 6"8' - 0"0"2FIXEDSIDELITE
W28' - 0"6'6"1'6"2CASEMENT
W34'0"6'6"1'6"3CASEMENT
W43'0"6'6"1'6"2CASEMENT
W58' - 0"6'6"1'6"2CASEMENT
W63'6"5'0"3' - 0"1CASEMENT
W73'0"5'0"3' - 0"1CASEMENT
W85'0"5'0"3' - 0"1CASEMENT
W96'0"8' - 0"0"2CASEMENT
W106'0"5'0"3' - 0"1CASEMENT
W117'0"6'6"1'6"1CASEMENT
W122'6"7'0"14'0"2FIXED
W136'0"4'6"9' - 0"3FIXED
W145'10 1/8"6'6"14'6"1FIXED
W155'10 1/8"6'6"14'6"1FIXED
W166'0"6'6"14'6"1FIXED
W176'0"2'0"6' - 0"1FIXED
Refrigerator MW & OV DW Washer Dryer 1 1 2 A A E E 269 SF PRIMARY BEDROOM 150 SF ENSUITE 73 SF WIC 190 SF OFFICE 536 SF LIVING 71 SF PANTRY 202 SF BEDROOM 1 70 SF LAUNDRY 40 SF WC 69 SF BATH 186 SF BEDROOM 2 114 SF MUDROOM 72 SF MECH/STORAGE 655 SF GARAGE 3 3 4 7 8 8 B B C C K 4'-0" 3'-0" 72'-0" 15'-6"9'-10"50'-2"15'-6" 44'-0" 28'-0" 7'-0" 13'-0"12'-4"39'-8"26'-0" 16'-0" 28'-0" 72'-0" 91'-0" 208 SF KITCHEN 115 SF HALLWAY 1 A08 1 A08
3'-9"8'-0"3'-9" bench shower 4x6 2 A08 2 A08 VAULTED 7'-0" 10" 8'-2" 3'-0" 10'-0" 3'-0" 1'-6" 9'-0" 1'-6" 2'-6"7'-4"2'-6" 3'-0" 4'-0" 2'-0" 16'-0" 12'-0" 1 A09 1 A09 12'-0" CEILING 10'-0" CEILING 10'-0" CEILING 10'-0" CEILING 10'-0" CEILING 10'-0" CEILING 10'-0" CEILING 6"6'-0"3'-4" 10'-0" CEILING 2'-0" 4'-0" 2'-9 1/2"1'-6" 4 1/2" 3'-0" 4 1/2" 1'-6"2'-9 1/2" 2 A09 2 A09 3'-9 3/4"8'-0"3'-0"8'-0"18'-7 1/2"3'-0"9 1/4" D 13'-0" D1 D6 D1 D1 D4 D4 12'-10 3/4"10"12'-10 3/4"10"12'-2 1/2"10"4'-8 1/2" 91'-0" 3'-3 3/4"6'-0"1'-0"6'-0"1'-0"6'-0"6'-3 1/4"5'-0"4'-3"3'-0"4'-4"3'-6" 6" D7 D8 D7 D9 D10 D7 D12 D12 D7 D7 D6 D7 D6 D6 D13 D12 D12 D13 D11 16'-4 3/4" 6'-0" 1'-9 1/4" 3'-0" 5'-0" 3'-0" 36'-10" 2'-0"12'-0"4'-0"8'-0" 15'-0 1/2"9'-10"27'-1"10'-5 1/2"8'-3 1/2"7'-4"12'-11 1/2" 8'-8 1/2"3'-10"2'-9 1/2"9'-6 1/2"2'-1 1/2" 14'-6 1/2" 5'-0" 1'-5 1/2" 12'-5 1/2" 3'-9 1/2" 10'-9" 3'-1" 5'-0" 4'-5 1/2" 18'-5 1/2" 9'-1" 16'-5 1/2" D2 D3 2'-0" 4'-0" 2'-10" 4'-0" 3'-2" 2'-0" 2'-0" 4'-0" 1'-6" 1'-6" 1/4" 12" W1 Sill Height 0" W1 Sill Height 0" W2 Sill Height 1'-6" W2 Sill Height 1'-6" W3 Sill Height 1' -6" W3 Sill Height 1' -6" W3 Sill Height 1'-6" W4 Sill Height 1'-6" W4 Sill Height 1'-6" 3'-9"8'-0"3'-9" W5 Sill Height 1' -6" W5 Sill Height 1' -6" W6 Sill Height 3' -0" W7 Sill Height 3' -0" W8 Sill Height 3' -0" W9 Sill Height 0" W9 Sill Height 0" D5 W11 Sill Height 1'-6" W10 Sill Height 3' -0" 13'-3 3/4"13'-3 3/4" VAULTED ARCH 14'-11 1/2" 8'-7" 15'-0" 5'-5 1/2" 28'-0" 26'-0" 24'-0" 5'-1 1/2"15'-4" 3'-9 1/2" 3'-9 1/2" 5'-7" 3'-9 1/2" 5'-11" 6'-3 1/2"6'-8" 5'-1 1/2"2'-4 1/2"12'-11 1/2" 3'-3 1/2" 5'-3 1/2" 2'-9 1/2" 7'-2" 10'-3 1/2" 4'-1 1/2" 3'-9 1/2" 9'-3 1/2" 5'-3 1/2" 5'-11 1/2" 8'-3 1/2"11'-1 1/2"9'-2" 13'-0" 4'-3 1/2"5'-6 1/2" 1'-4" 4'-8" 4'-0" 2'-1 1/2" 2'-2" 15'-9" 2'-2" 4'-0"3'-6"2'-2" 5'-10"2'-2" 2'-2" 4'-6" 2'-2" 4'-10 1/2"2'-2" 2'-2" 3'-6" 8'-9" 3'-6" 2'-2" 10" 11'-2"12'-0" 10" 9'-0"8'-2" 2'-6"9'-10"2'-1 1/2" 9'-4 1/2"10"25'-10 1/2"10"23'-1" 1'-9" 1'-9" FIREPLACE ARCH ARCH 5 6 7'-10" 149 SF ENTRANCE 1'-6"3'-0"1'-0 1/2" 27'-6 1/2" 1'-9 1/2" 7'-7" 6'-0" 4'-0" 5'-0" 1'-0" 8'-0"4'-11 1/2"2'-8" 3'-6" 2'-7 1/2" 4'-8"2'-4 1/2" 2'-4 1/2" 12'-4" 2'-3"2'-6"3'-11"2'-0" 2'-4 1/2" W17 Sill Height 6'-0" Scale Date Designed By Project Number #202 - 3704 32nd St. Vernon, BC +1 (250) 540-3449 philipp@primebuildingdesign.com 01 VE 2024-01-04 primebuildingdesign.com No. Description Date 2024-02-08 Issued for Construction 1/4" = 1'-0" A04 MAIN FLOOR ENNS RESIDENCE 82 TWIN LAKES RD, ENDERBY, BC 24-002 1/4" = 1'-0" 3.0 MAIN FLOOR ROOM NameAreaLevel 3.0 MAIN FLOOR PRIMARY BEDROOM269 SF3.0 MAIN FLOOR ENSUITE150 SF3.0 MAIN FLOOR WIC73 SF3.0 MAIN FLOOR OFFICE190 SF3.0 MAIN FLOOR LIVING536 SF3.0 MAIN FLOOR PANTRY71 SF3.0 MAIN FLOOR BEDROOM 1202 SF3.0 MAIN FLOOR LAUNDRY70 SF3.0 MAIN FLOOR WC40 SF3.0 MAIN FLOOR BATH69 SF3.0 MAIN FLOOR BEDROOM 2186 SF3.0 MAIN FLOOR MUDROOM114 SF3.0 MAIN FLOOR MECH/STORAGE72 SF3.0 MAIN FLOOR GARAGE655 SF3.0 MAIN FLOOR KITCHEN208 SF3.0 MAIN FLOOR HALLWAY115 SF3.0 MAIN FLOOR ENTRANCE149 SF3.0 MAIN FLOOR 3168 SF TOTAL AREA3168 SF DOORS Type Mark WidthHeightFunctionCount Type Comments Description D13' - 0"8' - 0"Exterior3S.SWINGFULL LITE D210' - 0"9' - 0"Exterior1OVERHEADGARAGE D39' - 0"9' - 0"Exterior1OVERHEADGARAGE D43' - 0"8' - 0"Exterior2S.SWING D56' - 0"8' - 0"Exterior1SLIDER 2GPPATIO D63' - 0"8' - 0"Interior4D.SWINGCLOSET D73' - 0"8' - 0"Interior6S.SWING D82' - 0"8' - 0"Interior1S.SWING
3'-0"7'-0"3'-0"
D93' - 6"8' - 0"Interior1D.BARN D102' - 4"8' - 0"Interior1S.SWING D112' - 6"8' - 0"Interior1S.POCKET
Grand total28
Type MarkLengthHeight Sill HeightCount Type CommentsComments
1 1 2 2 A A E E 3 3 4 4 7 8 8 B B C C K 1 A08 1 A08 2 A08 2 A08 1 A09 1 A09 2 A09 2 A09 D D 9" 12" 9" 12" 9" 12" 9" 12" 3 1/2" 12" 9" / 12" 9" 12" 9" 12" 9" 12" 9" 12" 9" 12" 9" 12" 9" / 12" 9" 12" 9" 12" 6" / 12" 6" 12" 6" / 12" 1'-0" 72'-0" 1'-0" 1'-0" 16'-0" 1'-0" 11'-0" 1'-0"24'-0"1'-0" 13'-0" 1'-0"15'-6"1'-0"4'-0" 1'-0" 1'-0" 44'-0" 1'-0" 12'-4"1'-0" 2" 12" 2" / 12" 91'-0" 1'-4 1/2"27'-6 1/2"1'-4 1/2" 1'-8" 9" 12" 1'-8" 9" 12" 9" 12" 9" / 12" 1'-0" 21'-0" 8'-10" 1'-0"13'-0"1'-0" 1'-0" 72'-0" 1'-0" 7'-0" 65'-0" 14" 12" 14" 12" 4'-6 1/2"20'-5 1/2"1'-0" 1'-0" 12'-0" 1'-0"26'-0"1'-0" 1'-0" 5 6 1'-8" 1'-0"15'-6"1'-0" 1'-0" 44'-0" 1'-0" 3'-0"7'-0"3'-0" 3'-9"8'-0"3'-9" 1'-0" 7'-10" 21'-0" 1'-0" 6'-0" 3'-0" 15'-6"9'-4 1/2"27'-6 1/2"23'-1"15'-6" 5 1/2"26'-7 1/2"5 1/2" 13'-9 1/4"13'-9 1/4" 10'-6" 10'-6" Scale Date Designed By Project Number #202 - 3704 32nd St. Vernon, BC +1 (250) 540-3449 philipp@primebuildingdesign.com 01 VE 2024-01-04 primebuildingdesign.com No. Description Date 2024-02-08 Issued for Construction 1/4" = 1'-0" A05 ROOF PLAN ENNS RESIDENCE 82 TWIN LAKES RD, ENDERBY, BC 24-002 1/4" = 1'-0" 4.0 ROOF PLAN
10'-0"10'-0"10'-0"
3.0 MAIN FLOOR 0" 3.0 MAIN FLOOR 0" T/O MAIN FLOOR 10' - 0" T/O MAIN FLOOR 10' - 0" 2.0 FOUNDATION -3' - 0" 2.0 FOUNDATION -3' - 0" T/O ROOF 31' - 4 3/4" T/O ROOF 31' - 4 3/4" 2'-0"
21'-4 3/4" 10'-0" 2-6 2-6 ENGINEERED TRUSSES ENGINEERED TRUSSES ENGINEEREDTRUSSES ENGINEEREDTRUSSES R1 R1 R1 F1 WE2 WE1 WI2.1 WE2 Wi1 27'-6 1/4" 6'-6 1/4" 3.0 MAIN FLOOR 0" 3.0 MAIN FLOOR 0" T/O MAIN FLOOR 10' - 0" T/O MAIN FLOOR 10' - 0" 2.0 FOUNDATION -3' - 0" 2.0 FOUNDATION -3' - 0" T/O ROOF 31' - 4 3/4" T/O ROOF 31' - 4 3/4" 12'-0"10'-0" B/O ARCH ENGINEERED TRUSSES ENGINEERED TRUSSES R1 R1.1 F1 WE2 WE2 WE1 Wi1 ENGINEERED TRUSSES 10'-0" Scale Date Designed By Project Number #202 - 3704 32nd St. Vernon, BC +1 (250) 540-3449 philipp@primebuildingdesign.com 01 VE 2024-01-04 primebuildingdesign.com No. Description Date 2024-02-08 Issued for Construction 1/4" = 1'-0" A08 SECTIONS ENNS RESIDENCE 82 TWIN LAKES RD, ENDERBY, BC 24-002 1/4" = 1'-0" SECTION 1-1 1/4" = 1'-0" SECTION 2-2
3.0 MAIN FLOOR 0" 3.0 MAIN FLOOR 0" T/O MAIN FLOOR 10' - 0" T/O MAIN FLOOR 10' - 0" 2.0 FOUNDATION -3' - 0" 2.0 FOUNDATION -3' - 0" T/O ROOF 31' - 4 3/4" T/O ROOF 31' - 4 3/4" 21'-4 3/4" 10'-0" 3'-0" 32'-1 1/8" 32'-1 1/8" 10'-0" ENGINEERED TRUSSES WE2 WE1 F1 R1 R1.1 3.0 MAIN FLOOR 0" 3.0 MAIN FLOOR 0" T/O MAIN FLOOR 10' - 0" T/O MAIN FLOOR 10' - 0" 2.0 FOUNDATION -3' - 0" 2.0 FOUNDATION -3' - 0" T/O ROOF 31' - 4 3/4" T/O ROOF 31' - 4 3/4" 10'-0" ENGINEERED TRUSSES F1 F1 WE2 WE1 Wi1 WE2 R1 3" 6'-6" 1'-6" 1'-8" 9"/12" Scale Date Designed By Project Number #202 - 3704 32nd St. Vernon, BC +1 (250) 540-3449 philipp@primebuildingdesign.com 01 VE 2024-01-04 primebuildingdesign.com No. Description Date 2024-02-08 Issued for Construction 1/4" = 1'-0" A09 SECTIONS ENNS RESIDENCE 82 TWIN LAKES RD, ENDERBY, BC 24-002 1/4" = 1'-0" SECTION 3-3 1/4" = 1'-0" SECTION 4-4
12 SF W1 12 SF W1 D1 1'-6"4 1/2"3'-0"4 1/2"1'-6" 2'-8" 2'-8" 2'-8" 6'-9" 8'-0" 52 SF W2 2'-8"2'-8"2'-8" 2'-2" 2'-2" 2'-2" 8'-0" 6'-6" 26 SF W3 2'-0"2'-0" 4'-0" 2'-2" 2'-2" 2'-2" 6'-6" 20 SF W4 4'-4" 2'-2" 6'-6" 3'-0" 52 SF W5 2'-2" 2'-2" 2'-2" 6'-6" 2'-8"2'-8"2'-8" 8'-0" 18 SF W6 5'-0" 1'-9"1'-9" 3'-6" 15 SF W7 1'-6"1'-6" 3'-0" 5'-0" 28 SF W8 5'-0" 2'-6"2'-6" 5'-0" 21'-0" 6'-6 1/4" 27'-6 1/4" 8'-0" 1'-0" 4'-6" 1'-0" 6'-6" 2'-8" 2'-8" 2'-8" 2'-3" 2'-3" 3'-0" 1'-0"6'-0"1'-0" D5 48 SF W9 48 SF W9 27 SF W13 27 SF W13 20 SF W15 39 SF W16 20 SF W14 27 SF W13
2-6
2-6 10'-4 3/8" 14"/12 14"/12" 6'-0"1'-0"6'-0"1'-0"6'-0" 2'-2" 2'-2" 2'-2" 2'-103'-0" 1/8" 1-0 1-0 " 5'-10 1/8"5'-10 1/8" 3'-0"2'-10 1/8" 3'-0"3'-0" 2'-6" 2'-6" 3'-0"3'-0" 6'-0" 5'-0" 30 SF W10 46 SF W11 2'-4"2'-4"2'-4" 2'-2" 2'-2" 2'-2" 7'-0" 6'-6" 18 SF W12 18 SF W12 10'-4 3/8" 2-6 8'-9 1/2" 7'-0" 2'-6"1'-0"2'-6" 2'-4" 2'-4" 2'-4" 14"/12 14"/12" 6'-0" 2'-0" 12 SF W17 Scale Date Designed By Project Number #202 - 3704 32nd St. Vernon, BC +1 (250) 540-3449 philipp@primebuildingdesign.com 01 VE 2024-01-04 primebuildingdesign.com No. Description Date 2024-02-08 Issued for Construction 1/2" = 1'-0" A11 WINDOWS ENNS RESIDENCE 82 TWIN LAKES RD, ENDERBY, BC 24-002 WINDOWS Type Mark LengthHeight Sill Height Count Type Comments Comments W11'6"8'0"0"2FIXEDSIDELITE W28'0"6'6"1' - 6"2CASEMENT W34'0"6'6"1' - 6"3CASEMENT W43' - 0"6'6"1' - 6"2CASEMENT W58'0"6'6"1' - 6"2CASEMENT W63' - 6"5'0"3' - 0"1CASEMENT W73' - 0"5'0"3' - 0"1CASEMENT W85' - 0"5'0"3' - 0"1CASEMENT W96' - 0"8'0"0"2CASEMENT W106' - 0"5'0"3' - 0"1CASEMENT W117' - 0"6'6"1' - 6"1CASEMENT W122' - 6"7' - 0"14' - 0"2FIXED W136' - 0"4'6"9' - 0"3FIXED W145' - 10 1/8"6'6"14' - 6"1FIXED W155' - 10 1/8"6'6"14' - 6"1FIXED W166' - 0"6'6"14' - 6"1FIXED W176' - 0"2' - 0"6' - 0"1FIXED
ENGINEEREDTRUSSES
ENGINEEREDTRUSSES
1. SUBFLOOR MUST BE CLEAN AND DRY.
2. FOR WOOD SUBFLOOR, REPAIR ANY LOOSE AREAS OR SQUEAKS.
3. THE SUBFLOOR
4. CONCRETE SUBFLOORS
5.
TYPES OF INTERIOR WALLS
TYPES OF FLOORS
TYPES OF ROOFS
NOTE: PROVIDE RUBBERIZED ASPHALT EAVE PROTECTION TO RCABC STANDARDS PROVIDE VENTED WOOD SOFFIT AT EAVES, TYPICAL.
LAMINATED ASPHALT SHINGLE ROOF FELT 1/2" SHEATHING ENGINEER APPROVED ROOF TRUSSES (REFER TO TRUSS MANUFACTURER)
FLOOR ASSEMBLY ABOVE GARAGE
MANUFACTURER) 5/8" GYPSUM BOARD TYPE X
FLOOR ASSEMBLY
SIERRA STONE FINISH MEMBRANE (MINIMUM 60 MIL THICKNESS)
3/4" SHEATHING GLUE & SCREWED STAGGER ALL PLYWOOD JOINTS WOOD FLOOR JOISTS TAPERED TO PROVIDE ADEQUATE SLOPE FOR DRAINAGE 1X4 TREATED WOOD STRAPPING @ 24" O.C.
CONCRETE FOUNDATION WALL C/W REINFORCING R12 RIGID INSULATION (PERIMETER WALLS ONLY) DAMPPROOFING CONCRETE WALL (REFER TO STRUCTURAL) 3" AIR SPACE
X 4 WOOD STUDS @ 24" O.C. R-22 BATT INSULATION 6 MIL POLY VAPOR BARRIER 1/2" GYPSUM BOARD EXTERIOR FINISH (SEE EXTERIOR ELEVATIONS) AIR BARRIER W/ SEAMS TAPED 1/2" ORIENTED STRAND BOARD 2 X 6 WOOD STUDS @ 24" O.C. R-22 BATT INSULATION 6 MIL POLY VAPOR BARRIER 5/8" GYPSUM BOARD EXTERIOR FINISH (SEE EXTERIOR ELEVATIONS) AIR BARRIER W/ SEAMS TAPED 5/8" DOUGLASS FIREGUARD SHEATHING 2 X 6 WOOD STUDS @ 24" O.C. R-22 BATT INSULATION 6 MIL POLY VAPOR BARRIER 1/2" GYPSUM BOARD STONE SYSTEM AIR BARRIER W/ SEAMS TAPED 1/2" ORIENTED STRAND BOARD 2 X 6 WOOD STUDS @ 24" O.C. R-22 BATT INSULATION 6 MIL POLY VAPOR BARRIER 1/2" GYPSUM BOARD STONE SYSTEM AIR BARRIER W/ SEAMS TAPED 1/2" ORIENTED STRAND BOARD 2 X 6 WOOD STUDS @ 24" O.C. R-22 BATT INSULATION 6 MIL POLY VAPOR BARRIER 5/8" GYPSUM BOARD TYPES OF EXTERIOR
TYPICAL FROST FOUNDATION WALL WE 1 WE 1.1 WE 2 WE 2.1 WE 2.2 WE 3 WE 3.1 WALL - GENERAL NOTES 1. ALL GYPSUM BOARD TO BE FASTENED AT 8" O.C. AROUND PERIMETER AND 12" O.C. WITHIN PANEL FIELD 2. PROVIDE CONTINUOUS PERIMETER SILL GASKET @ ALL EXTERIOR WALL LOCATIONS. 3. ALL AREAS TO RECEIVE CERAMIC TILE FINISH TO HAVE 1/2" MOISTURE RESISTANT GYPSUM BOARD IN LIEU OF 1/2" GYPSUM BOARD. COORDINATE WITH INTERIOR DESIGN PRIOR TO COMMENCEMENT OF WORK. FIRE RESISTANCE RATINGS INDICATED BY WALL TYPE MUST BE MAINTAINED.
REFER TO STRUCTURAL FOR SUPPORTING WALL INFORMATION. 1/2" GYPSUM BOARD 2 X 4 WOOD STUDS @ 24" O.C. 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 2 X 6 WOOD STUDS @ 24" O.C. 1/2" GYPSUM BOARD
2
WALLS
4.
TYPICAL 2" X 4" STUD WALL WI 1 WI 1.1 2" X 4" STUD WALL WITH INSULATION 2" X 4" STUD WALL AT VOID WI 1.3 WI 2.3 WI 2.1 WI 2.2 1/2" GYPSUM BOARD 2 X 4 WOOD STUDS @ 24" O.C. BATT SOUND INSULATION 1/2" GYPSUM BOARD 2 X 4 WOOD STUDS @ 24" O.C. BATT SOUND INSULATION 5/8" GYPSUM BOARD (TYPE X) INSIDE 1/2" GYPSUM BOARD 2 X 6 WOOD STUDS @ 24" O.C. BATT SOUND INSULATION 1/2" GYPSUM BOARD 5/8" GYPSUM BOARD TYPE X 2 X 6 WOOD STUDS @ 24" O.C. R-24 INSULATION 1/2" GYPSUM BOARD INSIDE
F 1 FLOOR FINISH 4" CONCRETE SLAB W/ 10M @ 24" O.C. 6 MIL POLY VAPOR BARRIER GRANULAR CAPILLARY BREAK FILL (REFER TO GEOTECHNICAL AND STRUCTURAL) F 1.1 FLOOR FINISH 4" CONCRETE SLAB W/ 10M @ 24" O.C. 6 MIL POLY VAPOR BARRIER RIGID INSULATION UNDER SLAB GRANULAR CAPILLARY BREAK FILL (REFER TO GEOTECHNICAL AND STRUCTURAL) SLAB ON GRADE (INSULATED) ASSEMBLY 4" CONCRETE SLAB W/ 10M @ 12" O.C. 2" RIGID INSULATION WATER PROOFING MEMBRANE 3/4" PLYWOOD 2"x12" JOISTS 5/8" GYPSUM BOARD IN TYPE X GARAGE FLOOR (SUSPENDED SLAB) ASSEMBLY FLOOR FINISH 3/4" SHEATHINGGLUE AND SCREWED STAGGER ALL PLYWOOD/OSB JOINTS TJI'S (REFER TO TRUSS MANUFACTURER) 1/2" GYPSUM BOARD TYPICAL TJI FLOOR ASSEMBLY
FINISH 3/4" SHEATHINGGLUE AND SCREWED STAGGER ALL PLYWOOD/OSB JOINTS R - 28 BATT INSULATION/ TJI'S (REFER TO TRUSS
FLOOR
F 2 F 3 F 3.2
DECK
F 4
FLOOR - GENERAL NOTES
LOW AREAS
MORE
NO LESS THAN 3000 psi)
MUST BE LEVEL TO WITHIN 3/16" IN 10 FEET SAND HIGH AREAS OR JOINTS; FILL
(NO
THAN 1/8" WITH A 'CEMENT TYPE' FILLER
HAVE A
BELOW 3%,
SHOULD BE BELOW 10%.
SHOULD
MOISTURE CONTENT
WOOD SUBFLOORS
BE TESTED IN
CONCRETE SUBFLOORS SHOULD
SEVERAL AREAS; ESPECIALLY NEAR EXTERIOR WALLS AND WALLS CONTAINING PLUMBING.
85
R 1
6. RADIANT HEATED FLOORS CANNOT EXCEED
DEGREES FAHRENHEIT.
R53.2 INSULATION 6 MIL POLY VAPOR BARRIER R 1.1 NOTE: PROVIDE EAVE PROTECTION LAMINATED ASPHALT SHINGLE
FELT 1/2" SHEATHING ENGINEER APPROVED
(14")
ROOF
ROOF JOISTS (REFER TO TRUSS MANUFACTURER) PERFORATED ALUMINUM SOFFIT
TYPICAL
ASSEMBLY
OVER COVERED
COVERED
ROOF - GENERAL NOTES 1. CONFORM TO RCABC GUIDELINES 2. PROVIDE STAINLESS STEEL FASTENERS FOR ALL TREATED WOOD SECUREMENT. 3. PROVIDE ONE LAYER MODIFIED BITUMEN MEMBRANE BETWEEN ALL TREATED WOOD MEMBERS AND GALVANIZED OR PRE-FINISHED METAL PRODUCTS. WHERE APPLICABLE. SLAB ON GRADE ASSEMBLY TYPICAL 2 X 6 BEARING WALL TYPICAL 2 X 6 STUD WALL WITH INSULATION 2 X 6 STUD WALL AT GARAGE FOUNDATION WALL WITH INTERIOR INSULATION TYPICAL EXTERIOR WALL INSULATION STUD WALL AT GARAGE INSULATION STUD WALL AT FIREPLACE INSULATION VALUE - RSI 3.006 (R-17.11) STUD WALL W/ STONE VENEER EFFECTIVE INSULATION STUD WALL W/ STONE VENEER AT GARAGE INSULATION EXTERIOR WALL STAGGERED INSULATION EXTERIOR FINISH (SEE EXTERIOR ELEVATIONS) 2" RIGID INSULATION AIR BARRIER W/ SEAMS TAPED 1/2" ORIENTED STRAND BOARD 2 X 6 WOOD STUDS @ 24" O.C. R-22 BATT INSULATION 2 X 4 WOOD STUDS @ 24" O.C. R-15 BATT INSULATION 6 MIL POLY VAPOR BARRIER 1/2" GYPSUM BOARD WE 4 EXTERIOR FINISH (SEE EXTERIOR ELEVATIONS) AIR BARRIER W/ SEAMS TAPED 1/2" ORIENTED STRAND BOARD 2 X 6 WOOD STUDS @ 24" O.C. R-22 BATT INSULATION 6 MIL POLY VAPOR BARRIER 1/2" GYPSUM BOARD GARAGE NOTES ALL THESE ASSEMBLIES ARE TYPICAL FOR ZONE5 IN B.C. WITH AN HRV SYSTEM. REFER TO ASSEMBLIES ON THE NEXT PAGE FOR RSI CALCULATIONS OF INDIVIDUAL ELEMENTS AND ASSEMBLIES R 2 NOTE: PROVIDE EAVE PROTECTION 2 PLY SBS ROOF MEMBRANE 3/4" PLYWOOD TAPERED ROOF TRUSSES R-28 BATT INSULATION 6 MIL POLY 1/2" DRYWALL FLAT ROOF ASSEMBLY 1 1/2" GYPCRETE WATER PROOFING MEMBRANE 3/4" SHEATHINGGLUE AND SCREWED STAGGER ALL PLYWOOD/OSB JOINTS TJI'S (REFER TO TRUSS MANUFACTURER) 1/2" GYPSUM BOARD TJI FLOOR WITH GYPCRETE ASSEMBLY F 5 TYPICAL 2" X 6" WALL 1/2" GYPSUM BOARD 2 X 6 WOOD STUDS @ 24" O.C. 1/2" GYPSUM BOARD WI 2 2" X 4" STUD WALL AT VOID (FIRE RATED) WI 1.4 2 X 4 WOOD STUDS @ 24" O.C. BATT SOUND INSULATION 5/8" GYPSUM BOARD (TYPE X) INSIDE EXTERIOR WALL STAGGERED INSULATION TYPICAL ICF WALL (FOXBLOCKS) 2 5/8" EXPANDED POLYSTYRENE (EPS) 8" CONCRETE (REFER TO STRUCTURAL) 2 5/8" EXPANDED POLYSTYRENE (EPS) 6 MIL POLY VAPOR BARRIER 1/2" GYPSUM BOARD WE 1.3 FLOOR FINISH 3/4" SHEATHINGGLUE AND SCREWED STAGGER ALL PLYWOOD/OSB JOINTS TJI'S (REFER TO TRUSS MANUFACTURER) PERFORATED ALUMINUM SOFFIT FLOOR ASSEMBLY OVERHANGING INSULATED FLOOR F 3.1 11 1/4" 1'-1 1/2" R 3 NOTE: PROVIDE EAVE PROTECTION STANDING SEAM METAL ROOF SHEET SYNTHETIC UNDERLAYMENT 5/8" PLYWOOD ROOF SHEATHING 2" MIN AIR SPACE 8" SPRAY FOAM INSULATION R-44 1X6" BOARDS/ ALUMINUM SOFFIT/ 1'2" DRYWALL LOW SLOPE STANDING SEAM METAL ROOF ASSEMBLY Scale Date Designed By Project Number #202 - 3704 32nd St. Vernon, BC +1 (250) 540-3449 philipp@primebuildingdesign.com 01 VE 2024-01-04 primebuildingdesign.com No. Description Date 2024-02-08 Issued for Construction 1" = 1'-0" A12 CONSTRUCTION ASSEMBLY ENNS RESIDENCE 82 TWIN LAKES RD, ENDERBY, BC 24-002
ROOF
ROOF ASSEMBLY
DECK AND
ENTRANCE