LOT= BLOCK= PLAN= SUBDIVISION= JOB NUMBER= BASEMENT FLOOR MAIN FLOOR SECOND FLOOR TOTAL FLOOR AREAS (SQ.FT.) 7 8 0 9 5 2 0 9 5 5 B 8520 175 AVE EDMONTON AB T5Z 3Z5 RESIDENTIAL DESIGNING M W DESIGN AND DRAFTING C U S T O M H O U S E - REVERSED 2018-56 JULY 2018 1703 1703 n/a 1703 ENERGY EFFICIENCY REQUIREMENTS - ZONE 7A PRESCRIPTIVE METHOD USED - SEE DETAILS SHEET A-5 COLORS SHOWN ARE FOR GRAPHICAL PURPOSE ONLY. OWNER TO CHOOSE TO SUIT ACHITECTURAL GUIDELINES.
Transcript
LOT=BLOCK=PLAN=SUBDIVISION=
JOB NUMBER=
BASEMENT FLOORMAIN FLOORSECOND FLOORTOTAL
FLOOR AREAS (SQ.FT.)
7 8 0 9 5 2 0 9 5 5
B
8520 175 AVEEDMONTON AB T5Z 3Z5
RESIDENTIAL DESIGNING
M WDESIGN AND DRAFTING
C U S T O M H O U S E - REVERSED
2018-56JULY 2018
17031703
n/a1703
ENERGY EFFICIENCY REQUIREMENTS - ZONE 7APRESCRIPTIVE METHOD USED - SEE DETAILS SHEET A-5
COLORS SHOWN ARE FOR GRAPHICAL PURPOSE ONLY. OWNER TO CHOOSETO SUIT ACHITECTURAL GUIDELINES.
T/O SUBFLOORT/O SUBFLOOR
T/O BEARING
T/O GARAGE SLAB
T/O BEARING (GARAGE)
9' -
1"2'
- 0"
9' -
1"
9'x8' OVERHEAD DOOR9'x8' OVERHEAD DOOR
60"x60"
7" /
12"
7" / 12"
7" / 12"
1' - 0"
5 1/2"
9'x8' OVERHEAD DOOR
7" / 12"
HEIGHT AT GARAGE DOOR
60"x60" 8' -
0"
8' -
0"
7" /
12"
T/O SUBFLOOR
T/O BEARING
9' -
1"
7" /
12"
7" /
12"
x48" 60"
7" /
12"
x24" 48"
BUILDERS SPECIFICATION MAY GOVERN OVER THESE NOTES
EXTERIOR WALL FINISH-VINYL SIDING C/W REQ'D TRIMS AND FLASHINGS-MANUFACTURED STONE AS SHOWN
ROOFING FINISH-PREFINISHED METAL ROOF C/W REQUIRED FLASHINGS
FASCIA & SOFFITS-PREFINISHED PERFORATED SOFFIT -PREFINISHED METAL FASCIA ON 2x8 FRAMING
EAVESTROUGH-PREFINISHED METAL EAVESTROUGH AND DOWNSPOUTS WITH EXTENTIONS, C/W ALL MOUNTING HARDWARE.
WINDOWS-PVC WINDOW UNITS C/W REQ'D GRILLES AS SHOWN(REFER TO WINDOW SHOP DRAWINGS FOR EXACT TYPE,SIZE AND STYLE OF WINDOW. BUILDER/OWNER TO VERIFY DIRECTION OF ALL OPENERS.
PARGING-CEMENT PARGING ON FOUNDATION WALL
REAR DECK-DECK CONSTRUCTION AS PER BUILDER
FRONT DECK-DECK CONSTRUCTION AS PER BUILDER
EXTE
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COLUMN CONSTRUCTION-12" SQ. TIMBER COLUMNS WITH STONE FINISH BASE ANDCONCRETE CAP
WINDOW / DOOR TRIMS / SHADOWBOARD-4" HARDIBOARD TRIM
MISC-DECORATIVE WOOD GABLE TRIMS AS DIMENSIONED.PROVIDE BLOCKING IN SOFFIT FOR ATTACHMENT.ALL WOOD STAINED AS PER OWNER COLOR
T/O SUBFLOOR
T/O BEARING
9' -
1"
x60" 30"x60" 30"
7" /
12"
84"x72"
7" /
12"
7' - 0"
7" /
12"
T/O SUBFLOORT/O SUBFLOOR
T/O BEARINGT/O BEARING (GARAGE)
9' -
1"
9' -
1"
7" /
12"
7" /
12"
x60" 30"
x56" 80"84"x72"
x24" 24"x24" 24"
x24" 80" x24" 80"84"x72"
7' - 0"
x56" 24"
2' -
0"
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BMW DESIGN & DRAFTING SHALL NOT BE RESPONSIBLE FOR ANYVARIANCES FROM STRUCTURAL DRAWINGS AND SPECIFICATIONS,OR ADJUSTMENTS REQUIRED RESULTING FROM CONDITIONS ENCOUNTERED AT THE JOB SITE, AND IS THE SOLE RESPONSIBILITY OF THE OWNER OR CONTRACTOR.
BMW DESIGN & DRAFTING MAKES EVERY EFFORT TO PROVIDE COMPLETE AND ACCURATE CONSTRUCTION DRAWINGS. HOWEVER, WE ASSUME NO LIABILITY FOR ANY ERRORS OR OMISSIONS WHICHMAY AFFECT CONSTRUCTION. IT IS THE RESPONSIBILITY OF ALL TRADES AND SUB TRADES TO CHECK AND VERIFY ALL DIMENSIONSAND DETAILS BEFORE COMMENCING WITH THEIR PORTION OF THE CONSTRUCTION. SHOULD AND DISCREPANCIES BE FOUND ON THESE PLANS PLEASE ADVISE OUR OFFICE SO WE CAN MAKE THE NECESSARY CORRECTIONS.
B M
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820
18-5
6
3/16" = 1'-0"FRONT ELEVATION
1/8" = 1'-0"RIGHT SIDE ELEVATION
1/8" = 1'-0"LEFT SIDE ELEVATION
1/8" = 1'-0"BACK ELEVATION
B B
A A
13' -
4"
2' -
0"28
' - 0
"
18' - 0"10' - 0"13' - 0"14' - 0"13' - 0"
27' -
6"
4' -
0"
13' - 1 3/4"
TELEPOST
TELEPOST
BED11'-10"x16'-11"
5' -
8"
1' - 10 1/2"
9' - 3"
1' - 10 1/2"2' - 4 1/2"
9' - 3"
2' - 4 1/2"1' - 10 1/2"
9' - 3"
1' - 10 1/2"
ROUGH BUCKROUGH BUCK
(3) 2x12's BUILT UP BEAM 12
' PILE
DECK LEDGER
28' - 0"40' - 0"
9"8'
- 11
"
8"
DROPPED WOOD BEAMSIZED BY SUPPLIER
RECREATION28'-0"x19'-0"
RO
UG
H
BUC
K
30' -
0"
DEC
KIN
G O
N 2
x12'
S12' - 0"30' - 6"
TELEPOST
TELEPOST
TELEPOST
16' -
0"
2' -
8"5'
- 7"
3' -
3"2'
- 6"
17' -
6"
42' - 6"
47' -
6"
25' - 6"
BED11'-9"x14'-6"
2' - 10 1/2"3' - 6" 5' TUB/SH.
x60
"80
"
x30
"80
"
x60
"80
"
60' -
10"
68' - 0"
10' -
0"
12' P
ILE
21' - 0"9' - 6"
8' -
6"29
' - 0
"10
' - 0
"
26' -
10"
6' -
0"
BEAMPOCKET
(TYP.)UP 15R8'
- 11
1/2
"
18' -
8"
VER
IFY
WIT
H S
UPP
LIE R
11-7
/8" T
JI'S
@ 1
6" O
.C.
PILE (TYP.)
(3) 2x8 BUILT UP BEAM
9 1/4"
CLOSET ORG.
CLOSET ORG.
C
DROPPED WOOD BEAMSIZED BY SUPPLIER
19' -
8"
13' - 0"
LINEN13' - 6" 15' - 10 1/4" 13' - 1 3/4"
13' - 1 3/4"4' - 6"
TELEPOST
15' -
10
1/4"
18' -
6 1
/4"
4' -
3 1/
2"18
' - 8
1/4
"
41' -
6"
x30
"80
"
x32
"80
"
x30" 80"
13' - 6"
4' -
0"
9' -
8"
1' - 6"
5' - 8"
1' - 6"
8' - 9"
1' -
6"2'
- 6"
FURNACE/STORAGE
BATH
28' - 0"
6"11' - 2"8' - 0"8' - 0"
4"
4"
12' P
ILE
12' P
ILE
11"
3' -
0"
CONFIRM LOCATIONOF ALL MECH/ELECON SITE
18' - 1"
PILES FOR SLABSUPPORT AS PERBUILDER SPECS
RADON ROUGH IN(CAPPED)
RADON EXHAUST PIPE UNDER SLAB
ROUGH BUCK
PROVIDE WINDOWWELLS AS REQ'D(TYP.)
DROPPED WOOD BEAMSIZED BY SUPPLIER
7' -
8"
4' -
0"
10' - 8"
DECK LEDGER
10' -
0"
x32
"80
"
W D
15' -
8"
DECK LEDGER
FUTURE COUNTER
SHE
LVE
S
BUILDERS SPECIFICATION MAY GOVERN OVER THESE NOTES
COLUMN FOOTINGS-STEEL TELEPOST ON 42" SQ.x10" THK. REINFORCED AS PER CONTRACTOR ORENGINEER SPECIFICATIONS
(TELEPOST AND CONCRETE PAD SIZES TO BE VERIFIED ONCE BEAM LOADS ARE KNOWN)
-PROVIDE CONTINUOUS FILTER FABRIC SOCK AROUND 4" WEEPING TILE TO BE INSTALLED AROUND ENTIREPERIMETER OF STRIP FOOTING WITH MIN. 12" GRAVELCOVER AND TIED TO DRAINAGE SYSTEM ACCORDING TO LOCAL BYLAWS (TYP.)
-PROVIDE GALVANIZED WINDOW WELLS TO SUITGRADE. FILL WELLS WITH FILTER FABIC UNDER 6" OFGRAVEL. PROVIDE PVC PIPE CONNECTION TO WEEPINGTILE. MODIFY MAIN FLOOR ELEVATION AS REQ'D. VERIFY CONDITION ON SITE.
-PROVIDE JOIST BLOCKING AS PER JOIST MANUF. (TYP.)
-VERIFY BEAM AND JOIST SIZES WITH MANUF. (TYP.)
-PROVIDE DECK NAILER AS PER ELEVATIONS
-PROVIDE BEAM POCKETS AS NEEDED FOR BEAM LAYOUT. VERIFY LOCATION AND SIZES WITH JOIST LAYOUT DRAWINGS.
-JOIST AND BEAM LAYOUT TO BE CONFIRMED BYSUPPLIER OF JOISTS AND BEAMS.
-INSULATE, SEAL AND PROVIDE PREFINISHED METALSOFFIT TO ALL CANTILEVERS
-SUMP PIT, FURNACE, HOT WATER TANK, ELECTRICAL PANEL LOCATIONS TO BE CONFIRMED ON SITE
BASE
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SOIL GAS CONTROL AND EXTRACTIONDETAIL AS PER 9.13.4 OF THE ABC (2014) 1. PROVIDE AIR BARRIER SYSTEM CONFORMING TO SUBSECTION 9.25.3
2. SLAB PERIMETER MUST BE SEALED
3. ALL SLAB PENETRATIONS MUST BE SEALED
4. SUMP PIT COVER TO BE AIRTIGHT
5. MIN. 4" GRANULAR FILL (NOT SAND) REQUIRED UNDER SLAB IN ACCORDANCE WITH SENTENCE 9.16.1. (1)
-ALL SCOPES OF WORK SHALL MEET THE ALBERTA BUILDING CODE (ABC) (LATEST EDITION).
-THE CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS REQUIRED FOR COMPLETING PROJECT.
-OWNER SHALL INSURE QUALITY OF WORK MEETS HIS/HER STANDARDS.
-THE CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR OBTAINING ANY STRUCTURAL, MECHANICAL, ELECTRICAL DRAWINGS OR APPROVALS NEEDED TO COMPLETE THE PROJECT OR FOR OBTAINING PERMITS.
-THE CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR OBTAINING SOILS REPORT ASREQUIRED AND INSURING FOOTINGS/FOUNDATIONS AS DRAWN ARE SUFFICIENT
-THE CONTRACTOR/OWNER SHALL INSURE ALL ASPECTS OF THE REQUIRED BYLAWS ARE MET.
-ALL UTILITY HOOKUPS SHALL CONFORM WITH ALL RELEVANT REGULATIONS
-PRIOR TO CONSTRUCTION, ALL CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITHTHE DRAWINGS AND INSURE ALL ASPECTS OF THE A.B.C. ARE MET.
-ALL CONTRACTORS SHALL CARRY LIABILITY INSURANCE ACCEPTABLE TO THE OWNER.
-ALL LABOUR LAWS AND SAFETY STANDARDS MUST BE ADHERED TO.
-THE CONTRACTOR/OWNER SHALL HIRE AN ALBERTA LAND SURVEYOR FOR THE PURPOSEOFLOCATING THE PROPOSED BUILDING ON SITE AND ESTABLISHING GRADES.
-THE OWNER SHALL BE RESPONSIBLE FOR THE SELECTION OF ALL INTERIOR DESIGN ELEMENTS (E.G.. TUBS, FIXTURES, LIGHTS, ETC.)
-ANY FUEL FIRED APPLIANCE AS CHOSEN BY THE OWNER SHALL BE INSTALLED IN ACCORDANCE WITH THE ALBERTA BUILDING CODE.
-FOOTINGS SHALL REST ON UNDISTURBED SOIL AND HAVE MIN 5'-0" OF FROST PROTECTION.
-JOIST AND TRUSS LAYOUT/SIZES SHALL BE VERIFIED BY SUPPLIER. SHOP DRAWINGS OF JOIST/TRUSSES SHALL BE PROVIDED AND SHALL NOTE ANY EXTRA FOOTING, BEAMS, COLUMNS, JOISTS, ETC. TO INSURE CONSTRUCTION MEETS CODE. ANY CHANGE IN FOOTING SIZE, QUANTITY, AND LOCATION AS REQUIRED BY JOIST SUPPLIER TO BE NOTED BY CONTRACTOR/OWNER. CONTRACTOR/OWNER TO INSURE MODIFICATIONS ARE CARRRIED OUT.
-WINDOW SIZES ARE SHOWN ON BUILDING ELEVATIONS AND ARE SHOWN BY NOMINAL SIZE. OWNER TO VERIFY STYLE, TYPE, AND EXACT ROUGH OPENING SIZE PRIOR TO CONSTRUCTION. OWNER TO ALSO VERIFY DIRECTION OF OPENERS
-ALL FRAMING SURROUNDING TUBS, SHOWER, ETC. AS SELECTED BY OWNER SHALL BE VERIFIED TO INSURE FIXTURES ARE INSTALLED CORRECTLY.
-ALL BATHROOM WALLS TO BE INSULATED WITH BATT INSULATION FOR NOISE ATTENUATION. OWNER TO INSTRUCT FOR OTHER INSULATED WALLS.
-PRE-MANUFACTURED TRUSSES MUST BE DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE PROVINCE OF ALBERTA.
-INCREASE WIDTH OF WALL TO CONCEAL WIDTH OF DROP BEAM IF APPLICABLE. VERIFY WITH BEAM SIZES.
-INSURE NO PLUMBING PIPES ARE PLACED IN EXTERIOR WALLS. VERIFY ON SITE, EXACT LOCATION OF REQUIRED PLUMBING PIPES.
-PROVIDE CLOSER & WEATHERSTRIPPING ON DOOR BETWEEN GARAGE AND LIVING AREA (IF APPLICABLE). ALL WALLS/CEILINGS BETWEEN GARAGE AND LIVING SPACE TO BE CONSTRUCTED TO PROVIDE AN EFFECTIVE BARRIER TO GAS AND EXHAUST FUMES
-PROVIDE ROUGH-IN OF SOIL GAS CONTROL AS REQUIRED BY SECTION 9.13.4 OF THE ABC(LATEST EDITION)
GEN
ERAL
NO
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BMW DESIGN & DRAFTING SHALL NOT BE RESPONSIBLE FOR ANYVARIANCES FROM STRUCTURAL DRAWINGS AND SPECIFICATIONS,OR ADJUSTMENTS REQUIRED RESULTING FROM CONDITIONS ENCOUNTERED AT THE JOB SITE, AND IS THE SOLE RESPONSIBILITY OF THE OWNER OR CONTRACTOR.
BMW DESIGN & DRAFTING MAKES EVERY EFFORT TO PROVIDE COMPLETE AND ACCURATE CONSTRUCTION DRAWINGS. HOWEVER, WE ASSUME NO LIABILITY FOR ANY ERRORS OR OMISSIONS WHICHMAY AFFECT CONSTRUCTION. IT IS THE RESPONSIBILITY OF ALL TRADES AND SUB TRADES TO CHECK AND VERIFY ALL DIMENSIONSAND DETAILS BEFORE COMMENCING WITH THEIR PORTION OF THE CONSTRUCTION. SHOULD AND DISCREPANCIES BE FOUND ON THESE PLANS PLEASE ADVISE OUR OFFICE SO WE CAN MAKE THE NECESSARY CORRECTIONS.
HOUSE FOUNDATION WALL CONSTRUCTION (FW1)-DAMPPROOFING ON 8" CONC. FDN WALL ON STRIPFOOTING (REINFORCED AS PER CONTRACTOR ORENGINEER SPECIFICATIONS, FOOTING REQUIREMENTS TO BE VERIFIED BY SOILS REPORT)
-1" AIR SPACE -2x6 WOOD STUDS @ 16" O.C. -R-20 BATT INSULATION -6 MIL POLY VAPOUR BARRIER -1/2" G.W.B.
GARAGE FOUNDATION WALL CONSTRUCTION-8" CONC. FDN WALL (5'-0" HIGH) ON STRIP FOOTING (REINFORCED AS PER CONTRACTOR ORENGINEER SPECIFICATIONS, FOOTING REQUIREMENTS TO BE VERIFIED BY SOILS REPORT)
EXTERIOR WALL CONSTRUCTION (EW1)-EXTERIOR WALL FINISH AS SPEC'D -AIR/MOISTURE BARRIER -3/8" EXTERIOR SHEATHING (WITH REQUIREDFLAME SPREAD RATING WHERE APPLICABLE)
2x4 INTERIOR WALL CONSTRUCTION-1/2" G.W.B. -2x4 WOOD STUDS @ 16" O.C. -INSULATE AS INSTRUCTED BY OWNER -1/2" G.W.B.
2x6 INTERIOR WALL CONSTRUCTION-1/2" G.W.B. -2x6 WOOD STUDS @ 16" O.C. -INSULATE AS INSTRUCTED BY OWNER -1/2" G.W.B.
FW1
EW1
EW2
BASEMENT FLOOR CONSTRUCTION-FINISH FLOORING AS SPEC'D -3-1/2" THK . CONC. FLOOR SLAB REINFORCED AS REQUIRED
-AIR/SOIL GAS BARRIER -COMPACTED GRANULAR FILL (NOT SAND)
GARAGE SLAB CONSTRUCTION-5" THK. CONCRETE SLAB R/W 10M @ 18" O/CE.W. ON COMPACTED FILL MATERIAL (TYP.) C/W 12' LONG PILES R/W 4-10M VERTICAL
MAIN FLOOR CONSTRUCTION-FINISH FLOORING AS SPEC'D -3/8" UNDERLAY (WHERE REQ'D) -3/4" T&G FLOOR SHEATHING (GLUED & SCREWED) -FLOOR JOIST/BEAMS AS PER PLAN (VERIFIED WITH SUPPLIER)
-CEILING AS INSTRUCTED BY OWNER
FLOOR TYPES
MISC.
SLOPED ROOF CONSTRUCTION-ROOFING MATERIAL AS SPEC'D-UNDERLAYMENT, EAVE, VALLEY PROTECTION -7/16" EXT. SHEATHING -ROOF TRUSSES AS PER MANUF. -R-50 LOOSE FILL/BATT INSULATION -6 MIL POLY VAPOUR BARRIER -1/2" CEILING G.W.B.
ROOF TYPES
PILES-12" DIA. x 12'-0" (15'-0" LONG WHERE NOTED) LONG CONC. PILES R/W AS PER ENGINEER SPEC'S
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BMW DESIGN & DRAFTING SHALL NOT BE RESPONSIBLE FOR ANYVARIANCES FROM STRUCTURAL DRAWINGS AND SPECIFICATIONS,OR ADJUSTMENTS REQUIRED RESULTING FROM CONDITIONS ENCOUNTERED AT THE JOB SITE, AND IS THE SOLE RESPONSIBILITY OF THE OWNER OR CONTRACTOR.
BMW DESIGN & DRAFTING MAKES EVERY EFFORT TO PROVIDE COMPLETE AND ACCURATE CONSTRUCTION DRAWINGS. HOWEVER, WE ASSUME NO LIABILITY FOR ANY ERRORS OR OMISSIONS WHICHMAY AFFECT CONSTRUCTION. IT IS THE RESPONSIBILITY OF ALL TRADES AND SUB TRADES TO CHECK AND VERIFY ALL DIMENSIONSAND DETAILS BEFORE COMMENCING WITH THEIR PORTION OF THE CONSTRUCTION. SHOULD AND DISCREPANCIES BE FOUND ON THESE PLANS PLEASE ADVISE OUR OFFICE SO WE CAN MAKE THE NECESSARY CORRECTIONS.
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'-0"
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820
18-5
6
3/16" = 1'-0"MAIN FLOOR PLAN - 1703 sq.ft.
BUILDERS SPECIFICATION MAY GOVERN OVER THESE NOTES
-ROOFING SLOPE AS INDICATED ON PLANS, SECTIONS AND ELEVATIONS
-PROVIDE PREFINISHED METAL EAVESTROUGH C/W REQ'D MOUNTING HARDWARE AND R.W.L. & EXTENTIONS
-PRE-MANUFACTURED HIGH HEEL ROOF TRUSSES TO BE DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER
-VERIFY LOCATION OF ALL R.W.L ON SITE
-PROVIDE PEEL AND STICK MEMBRANE AT EAVES, VALLEYS AND LOW SLOPE ROOF AREAS
RO
OF
NO
TES
T/O SUBFLOOR
T/O BEARING
TOP OF FOOTING
T/O GARAGE SLAB
T/O BEARING (GARAGE)
T/O GRADE BEAMT/O GRADE BEAM
9' -
1"
2' -
0"
GARAGE
PRE-ENGINEERED ROOF TRUSSES
HEEL HEIGHT
11' -
1"
10' -
0 5
/8"
SLOPE SLAB TO OVERHEAD DOORS
2' - 0"
HEIGHT OF SLAB ATGARAGE DOORS (1'-8" AT BACK OF GARAGE)
9' -
0 5/
8"10
' - 1
"
2' -
0"
7" / 12"
2' - 0"
11' -
1"
10' -
1"
HEIGHT OF SLAB ATGARAGE DOORS, (1'-8" AT BACK OF GARAGE)
1' -
2"
1' -
0"
T/O SUBFLOOR
T/O BEARING
TOP OF CONCRETE WALL
TOP OF FOOTING
9' -
1"
HEELHEIGHT
MASTER BEDROOM
PRE-ENGINEERED ROOF TRUSSES
11 7
/8"
8' -
8 1/
2"
1' -
2"
KITCHEN
RECREATION
7" / 12"
2' - 0"
1' -
2"
GREAT ROOM
9' -
0"
11' -
1"
9' -
1"
T/O SUBFLOOR
TOP OF CONCRETE WALL
TOP OF FOOTING
7 3/
4"
7' -
2 7/
8"H
EAD
RO
OM
9' -
0"
SLOPED JOISTSPACE FORHEADROOM
5 1/
2"
8' -
8 1/
2"
BEAM IN WALL SPACE
7" / 12"
7" /
12"
7" / 12"
7" / 12"7"
/ 12
"
7" / 12"
7" / 12"
7" / 12"
7" / 12"
7" / 12"
7" / 12"
7" / 12"
7" /
12"
ATTICACCESS
TYPICAL UNLESSNOTED OTHERWISE
PRE-ENGINEERED ROOF TRUSSES
DOWNSPOUT
LINTEL SIZED BY SUPPLIERLINTEL SIZED BY SUPPLIER
7" /
12"
7" / 12"7" / 12"
7" / 12"
7" /
12"
7" /
12"
DOWNSPOUT
7" /
12"
7" / 12"
2' -
0"
7" / 12"
7" / 12"
DOWNSPOUT
2' -
0"
7" / 12" 7" / 12"
2' - 0"
2' -
0"9'
- 5"
LINTEL
LINTEL SIZED BY SUPPLIER
HATCH INDICATES11'-1" HIGH CEILING
7" / 12"7" / 12"
3' -
9"
1' -
0"8'
- 5"
6' - 2"
2' -
0"2'
- 9"
2' - 0"
7" / 12"7" / 12"2' - 0"
2' -
0"
LINTEL SIZED BY SUPPLIER (TYP.)
2' - 0"
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BMW DESIGN & DRAFTING SHALL NOT BE RESPONSIBLE FOR ANYVARIANCES FROM STRUCTURAL DRAWINGS AND SPECIFICATIONS,OR ADJUSTMENTS REQUIRED RESULTING FROM CONDITIONS ENCOUNTERED AT THE JOB SITE, AND IS THE SOLE RESPONSIBILITY OF THE OWNER OR CONTRACTOR.
BMW DESIGN & DRAFTING MAKES EVERY EFFORT TO PROVIDE COMPLETE AND ACCURATE CONSTRUCTION DRAWINGS. HOWEVER, WE ASSUME NO LIABILITY FOR ANY ERRORS OR OMISSIONS WHICHMAY AFFECT CONSTRUCTION. IT IS THE RESPONSIBILITY OF ALL TRADES AND SUB TRADES TO CHECK AND VERIFY ALL DIMENSIONSAND DETAILS BEFORE COMMENCING WITH THEIR PORTION OF THE CONSTRUCTION. SHOULD AND DISCREPANCIES BE FOUND ON THESE PLANS PLEASE ADVISE OUR OFFICE SO WE CAN MAKE THE NECESSARY CORRECTIONS.
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JULY
201
820
18-5
6
3/16" = 1'-0"BUILDING SECTION AA
3/16" = 1'-0"BUILDING SECTION BB
3/16" = 1'-0"BUILDING SECTION CC
1/8" = 1'-0"ROOF PLAN
HEAT RECOVERY VENTILATOR REQUIRED
REQUIRED "RSI" VALUE = 2.98REQUIRED "R" VALUE = 16.9
ENERGY EFFICIENCY REQUIREMENTS (ZONE 7A)FENESTRATION AND DOOR COMPONENTS-AS PER 9.36.2.7.A (ABC) MAXIMUM "U" VALUE FOR WINDOWS TO BE 1.60-AS PER 9.36.2.7.A (ABC) MAXIMUM "U" VALUE FOR EXTERIOR DOORS TO BE 1.60-AS PER 9.36.2.7.(5) (ABC) MAXIMUM "U" VALUE FOR ONE SINGLE EXTERIOR DOOR EXCEPTION TO BE 2.60-AS PER 9.36.2.7 (4) (ABC) MAXIMUM "U" VALUE FOR GLASS BLOCK (1.85M2) TO BE 2.90-AS PER 9.36.2.7 (4) (ABC) MAXIMUM "U" VALUE FOR SKYLIGHTS WINDOWS TO BE 2.70-AS PER 9.36.2.7 (7) (ABC) MINIMUM RSI FOR GARAGE OVERHEAD DOORS TO BE 1.1-AS PER 9.36.2.7 (8) (ABC) MINIMUM RSI FOR ATTIC HATCH TO BE 2.6
-ALL MECHANICAL EQUIPMENT AND INSTALLATION TO MEET THE REQUIREMENTS IN SECTION 9.36-ALL ELECTRICAL EQUIPMENT/FITMENST AND INSTALLATION TO MEET THE REQUIREMENTS IN SECTION 9.36
MIMIMUM "ETR" EFFECTIVE THERMAL RESISTANCE FOR LISTED COMPONENTS WITH THE USE OF A HEAT RECOVERY VENTILATOR
=8.67=5.02=2.97=5.02=2.97
ABOVE GROUND ASSEMBLIESCEILING BELOW ATTICSCATHEDRAL CEILING OR FLAT ROOFWALL AND FOUNDATION EXPOSURE AVERAGE > 600mmFLOOR OVER UNHEATED SPACESTALL WALL
=2.98=0=1.96=2.84=2.84
BELOW GRADE OR GROUND CONTACT ASSEMBLIESWALLS AND FOUNDATION EXPOSURE AVERAGE UP TO 600mmUNHEATED FLOOR - BELOW FROST LINEUNHEATED FLOOR - ABOVE FROST LINEHEATED FLOORSLAB ON GROUND WITH INTERGAL FOOTING
MIMIMUM "ETR" EFFECTIVE THERMAL RESISTANCE FOR LISTED COMPONENTS WITHOUT THE USE OF A HEAT RECOVERY VENTILATOR
=10.43=5.02=3.08=5.02=3.08
ABOVE GROUND ASSEMBLIESCEILING BELOW ATTICSCATHEDRAL CEILING OR FLAT ROOFWALL AND FOUNDATION EXPOSURE AVERAGE > 600mmFLOOR OVER UNHEATED SPACESTALL WALL
=3.46=0=1.96=2.84=3.72
BELOW GRADE OR GROUND CONTACT ASSEMBLIESWALLS AND FOUNDATION EXPOSURE AVERAGE UP TO 600mmUNHEATED FLOOR - BELOW FROST LINEUNHEATED FLOOR - ABOVE FROST LINEHEATED FLOORSLAB ON GROUND WITH INTERGAL FOOTING
EW1-EXTERIOR WALL - HOUSE/GARAGE
FW1 - FOUNDATION WALLS
HEAT RECOVERY VENTILATOR REQUIRED
REQUIRED "RSI" VALUE = 2.97REQUIRED "R" VALUE = 16.9
REQUIRED "RSI" VALUE = 2.6REQUIRED "R" VALUE =14.7
-OUTSIDE AIR FILM-RIGID INSULATION(8") TYPE 4
-1/2 MDF-INTERIOR AIR FILM
EFFECTIVE VALUES
"R" V
ALU
E
"RSI
" VAL
UE
0.17
39.90.620.62
41.31
0.03
7.040.110.11
7.29
HEAT RECOVERY VENTILATOR REQUIRED
REQUIRED "RSI" VALUE = 8.67REQUIRED "R" VALUE = 49.2
-18" LOOSE FILLINSULATION (GLASSFIBRE)
-POLY-1/2" DRYWALL-INTERIOR AIR FILM
EFFECTIVE VALUES
"R" V
ALU
E
"RSI
" VAL
UE
48.60.00.440.62
49.7
8.560.00.0770.11
8.74
4' - 0"MAXIMUM DISTANCE FOR A REDUCED INSULATION IN TRUSSES
1' -
6"
TYPICAL ATTIC ACCESS HATCHTYPICAL OVERHANG DETAIL
INSULATION STOP
REQUIRED AIR SPACE
VAPOURBARRIER
VAPOURBARRIERBEAD OF ACOUSTIC
CAULKING (TYP.)
DETAILS SHOWN AND "ETR" LISTEDARE FOR STRUCTURES WHEREHEAT RECOVERY VENTILATOR ISPROVIDED.
Plan
:Bl
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:Lot:
Lega
l Des
crip
tion:
Subd
ivis
ion:
Clie
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Proj
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OR
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RAW
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S AR
E A
GR
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REP
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ENTA
TIO
N O
NLY
. AC
TUAL
PR
OD
UC
TS A
ND
MAT
ERIA
LS U
SED
MAY
VA
RY
FRO
M D
EPIC
TED
ON
DR
AWIN
GS.
SALE
S C
ON
TRAC
T AN
D S
PEC
IFIC
ATIO
NS
MU
ST T
AKE
PREC
EDEN
CE
OVE
R T
HES
ED
RAW
ING
S.
Dat
e:Sc
ale
: Dra
wn b
y:Bu
ilder
:Dra
wing
Title
:
BMW DESIGN & DRAFTING SHALL NOT BE RESPONSIBLE FOR ANYVARIANCES FROM STRUCTURAL DRAWINGS AND SPECIFICATIONS,OR ADJUSTMENTS REQUIRED RESULTING FROM CONDITIONS ENCOUNTERED AT THE JOB SITE, AND IS THE SOLE RESPONSIBILITY OF THE OWNER OR CONTRACTOR.
BMW DESIGN & DRAFTING MAKES EVERY EFFORT TO PROVIDE COMPLETE AND ACCURATE CONSTRUCTION DRAWINGS. HOWEVER, WE ASSUME NO LIABILITY FOR ANY ERRORS OR OMISSIONS WHICHMAY AFFECT CONSTRUCTION. IT IS THE RESPONSIBILITY OF ALL TRADES AND SUB TRADES TO CHECK AND VERIFY ALL DIMENSIONSAND DETAILS BEFORE COMMENCING WITH THEIR PORTION OF THE CONSTRUCTION. SHOULD AND DISCREPANCIES BE FOUND ON THESE PLANS PLEASE ADVISE OUR OFFICE SO WE CAN MAKE THE NECESSARY CORRECTIONS.
