LINE PROPERTY
A. ALL WORK IS TO CONFORM TO THE CURRENT EDITION OF THE ONTARIO BUILDING CODE (OBC)
5'-11" (1.8M)
B. ALL MATERIALS USED IN CONSTRUCTION WILL BE NEW AND FREE OF DEFECTS. C. ALL MECHANICAL AND ELECTRICAL DEVICES AND SERVICES ARE INDICATED FOR LAYOUT PURPOSES ONLY. THE MECHANICAL AND ELECTRICAL CONTRACTORS ARE RESPONSIBLE FOR THE DESIGN, CONFORMANCE AND LAYOUT OF THEIR WORK.
SETBACK
PROPOSED ADDITION
D. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE HOME OWNER WITH LAYOUT DRAWINGS SUFFICIENTLY DETAILED TO COORDINATE WITH WALL FRAMING AND JOIST LAYOUT. COORDINATION IS MANDATORY PRIOR TO COMMENCEMENT OF MECHANICAL INSTALLATION.
29'-6" (9.0M)
P.T. FENCE DRIVEWAY w/ STONE PAVERS
E. 3/4" UNDERCUT TO ALL DOORS TO ROOMS WITHOUT RETURN AIR OUTLETS.
EXISTING FOOTPRINT P.T. FENCE
H. THE SUBCONTRACTOR IS RESPONSIBLE FOR INSPECTING ALL SUBSURFACE CONDITIONS PRIOR TO COMMENCEMENT TO THEIR WORK. REPORT ANY DEFICIENCIES TO GENERAL CONTRACTOR IMMEDIATELY. COMMENCEMENT OF INSTALLATION INDICATES ACCEPTANCE OF SUBSURFACE CONDITIONS. I. PROVIDE A MINIMUM ONE YEAR WARRANTY ON ALL WORK. J. KEEP SITE FREE OF ACCUMULATED DUST AND DEBRIS, ON A DAILY BASIS. 27'-11 2"
O. CONTRACTOR SHALL CHECK ALL DIMENSIONS ON WORKING DRAWINGS AND REPORT ANY DISCREPANCIES TO QUB3 STUDIOS BEFORE PROCEEDING WITH THE WORK. ANY CHANGES, ALTERATIONS OR REVISIONS MUST BE REPORTED TO QUB3 STUDIOS BEFORE PROCEEDING.
A. BEDROOM WINDOWS AT THE BASEMENT LEVEL WILL BE SUPPLIED TO PROVIDE MINIMUM 36" x 15" UNOBSTRUCTED OPENING FOR EMERGENCY EXITING. (OBC CLAUSE 9.7.1.3) WINDOW WELLS REQUIRED FOR EXITING WINDOWS SHALL CONFORM TO OBC CLAUSE 9.7.14.
PROPOSED NEW COLUMNS
PROPOSED NEW PORCH
B. INTERCONNECTED SMOKE ALARMS PERMANENTLY POWERED FROM A SEPARATE CIRCUIT WILL BE PROVIDED ADJACENT TO EACH SLEEPING AREA AND AS DESCRIBED IN OBC CLAUSE 9.10.18.1.. C. INTERCONNECTED CARBON MONOXIDE DETECTORS PERMANENTLY POWERED FROM A SEPARATE CIRCUIT WILL BE PROVIDED ADJACENT TO EACH SLEEPING AREA AND AS DESCRIBED IN OBC CLAUSE 9.33.4.2. D. VENTING OF CONVENTIONALLY FRAMED ROOFS WILL BE PROVIDED THROUGH CONTINUOUS SOFFIT VENTS AND RIDGE VENTS TO A MINIMUM FREE SURFACE AREA OF 1/300TH THE FINISHED CEILING AREA. VENTING OF STRUCTURAL PANEL ROOFS IS REQUIRED (APPROVAL No. CCMC 1074 1R).
ZONING R1-10 - RESIDENTIAL
44'-51 2"
55'-31 2"
(13.6M)
(16.9M)
5'-11" (1.8M)
G. STRUCTURAL COLUMNS, BEAMS AND WALLS WITH NON DIRECT POINT LOADS WILL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER UNLESS NOTED OTHERWISE.
CONC. POOL DECK
N SCALE: 3/32"=1'-0"
K. ALL INTERIOR STAIR GUARDS AND RAILS WILL BE CONSTRUCTED TO THE REQUIREMENTS OF THE O.B.C. SUPPLEMENTARY GUIDELINES; IA-1, IC-1, IF-1, IG-1, IG-4. UNLESS NOTED OTHERWISE. L. INTERIOR WALLS BETWEEN GARAGE AND HOUSE SHALL BE OF GAS PROOF CONSTRUCTION (OBC CLAUSE 9.10.9.16). DOORS IN THE PARTITION SHALL BE INSULATED STEEL COMPLETE WITH WEATHERSTRIPPING AND CLOSURE (OBC CLAUSE 9.10.3.15.) M. ATTICS SHALL BE PROVIDED WITH AN ACCESS HATCH CONFORMING TO OBC 3.6.4.4. LOCATION TO BE CONFIRMED ON SITE.
DRAWING LIST SHEET A-2
PROPOSED LOWER PLAN
A-3
EXISTING UPPER PLAN
B. ALL CONCRETE MEMBERS ARE DESIGNED IN ACCORDANCE WITH C.S.A. STANDARDS A23.3-94, - "DESIGN OF CONCRETE STRUCTURES".
A-4
PROPOSED UPPER PLAN
C. ALL STRUCTURAL STEEL MEMBERS ARE DESIGNED IN ACCORDANCE WITH C.S.A. STANDARDS CAN/CSA-S16.1-94, - "LIMIT STATES DESIGN OF STEEL STRUCTURES".
A-5
ELEVATIONS I
A-6
ELEVATIONS II
MEASURE VERTICALLY THROUGH NOSINGS 23 5/8" MAX TO GRADE, NO GUARD REQ'D. OVER 23 5/8" TO GRADE AND SIX RISERS, 2' - 11" MIN. GUARD WITH 4" MAX. OPENINGS
23 5/8" FROM GRADE OR LESS, NO GUARD REQ'D. UP TO 5' - 11" FROM GRADE, 2' - 11" GUARD REQ'D. ALL GUARDS TO HAVE 4" MAX. OPENINGS AND NO HORIZONTAL MEMBER BETWEEN 4" ABOVE TOP OF DECK AND TOP RAIL TO FACILITATE CLIMBING.
MEASURE VERTICALLY THROUGH NOSINGS 23 5/8" MAX. TO FLOOR, NO GUARD REQ'D. OVER 23 5/8" TO FLOOR AND THREE RISERS, 2' - 11" MIN. GUARD WITH 4" MAX. OPENINGS
23 5/8" FROM FLOOR OR LESS, NO GUARD REQ'D. OVER 23 5/8" FROM FLOOR, 2' - 11" GUARD REQ'D. ALL GUARDS TO HAVE 4" MAX. OPENINGS AND NO HORIZONTAL MEMBER BETWEEN 4" ABOVE TOP OF FLOOR AND TOP RAIL TO FACILITATE CLIMBING.
2
LEVEL
EXISTING
ADDED
TOTAL
BASEMENT (UNFINISHED)
1073.0 FT 2 99.7 m 2
N/A N/A
1073.0 FT 2 99.7 m 2
LOWER FLOOR
1028.0 FT 2 95.5 m 2
64.8 FT 2 6.0 m 2
1092.8 FT 2 101.5 m 2
MAIN FLOOR
1073.0 FT 2 99.7 m 2
65.8 FT 2 6.1 m 2
1138.8 FT 2 105.8 m 2
UPPER FLOOR
1029.4 FT 2 95.6 m 2
444.9 FT 2 41.3 m 2
1474.3 FT2 136.9 m 2
USEABLE FLOOR AREA PER FLOOR
EXISTING LOWER PLAN
MAX. RISE = 7 7/8" MIN RUN = 8 1/4" MIN TREAD = 9 1/4" MIN NOSING = 1" MIN HEADROOM = 6' - 5" MIN WIDTH = 2' - 10"
EXISTING WOOD POOL SHED
DESCRIPTION
A-1
A. ALL STRUCTURAL MEMBERS ARE DESIGNED IN ACCORDANCE WITH THE ONTARIO BUILDING CODE (LATEST EDITION)
1618.6m 36.3m 8.2m 7.86m 9.0m 16.86m 42.1% 17.3% 10.5m 12.0%
USEABLE FLOOR AREA PER FLOOR P.T. FENCE
J. ALL EXTERIOR STAIR GUARDS AND RAILS WILL BE CONSTRUCTED TO THE REQUIREMENTS OF THE O.B.C. SUPPLEMENTARY GUIDELINES; DETAILS EB-2, EC-1, ED-1, ED-2, ED-5. UNLESS NOTED OTHERWISE.
925m 2 22.0m 6.0m 1.8m 1.8m 7.5m 40% 35 12.0m 25%
PROVIDED
LOT AREA ( 925.0 m 2 OR 9956.6 FT 2)
PROPERTY LINE H. FLOOR JOIST STRUCTURAL DESIGN AND LAYOUT TO BE PROVIDED BY SUPPLIER. (FOR PRE-ENGINEERED FLOOR JOIST) - IF REQUIRED.
REQUIRED
REGULATION
SHED
(7.9M)
25'-91 2"
SETBACK
F. DIMENSIONAL LUMBER WILL BE S.P.F. No 1 OR 2, KILN DRIED, UNLESS NOTED OTHERWISE.
2
BUILDING AREA : 190m (EXISTING & PROPOSED-GROSS) PARKING AREA : 63.4m 2 (ASPHALT AREA)
LOT AREA (MIN.) LOT FRONTAGE (MIN.) FRONT YARD (MIN.) WEST SIDE YARD (MIN.) EAST SIDE YARD (MIN.) REAR YARD (MIN.) LANDSCAPE OPEN SPACE LOT COVERAGE (%)(MAX.) HEIGHT (m)(MAX.) PARKING AREA COVERAGE (%)
19'-8" (6.0M)
E. WINDOWS WILL BE SUPPLIED TO CONFORM TO THE REQUIREMENTS OF CAN/CSA-A440-M (OBC 9.7.2.1.). Air tightness A1, water tightness B-1, wind load resistance C-1.
I. ROOF TRUSS STRUCTURAL DESIGN AND LAYOUT TO BE PROVIDED BY SUPPLIER. (FOR PRE-ENGINEERED ROOF TRUSS) - IF REQUIRED.
REAR GARDEN
N. PRIOR TO PROCEEDING WITH CONSTRUCTION, THE BUILDER MUST VERIFY ALL INFORMATION, DIMENSIONS AND SPECIFICATIONS OF THIS PLAN.
PROPOSED NEW 1 STOREY
POOL
M. DESIGN AND LAYOUT OF TIMBER FRAME, LOG WALLS AND OTHER ASSEMBLIES PROVIDED BY OTHERS ARE TO BE CONFIRMED DIRECTLY BETWEEN CONTRACTOR AND SUPPLIER.
32" BRICK WALL w/ RAILING
SETBACK
L. CONTRACTOR TO CONFIRM STRUCTURAL LOADING FROM TIMBER POSTS WITH TIMBER FRAME SUPPLIER PRIOR TO SETTING OF SUPPORT POSTS AND FOOTINGS.
EXISTING VEGETATION
24'-7" (7.5M)
(8.3M)
PROPERTY LINE
NORTHCREST DR.
K. DIMENSIONS OF MASONRY CHIMNEY TO BE CONFIRMED BY CONTRACTOR PRIOR TO SUBFLOOR FRAMING.
SETBACK
EXISTING CONC. SIDEWALK
G. QUOTATION MARKS AROUND A WORD OR PHRASE INDICATES A MANUFACTURERS' BRAND NAME OR PROPRIETARY SYSTEM. ALTERNATE PRODUCTS ARE TO BE REVIEWED BY THE GENERAL CONTRACTOR AND QUB3 STUDIOS PRIOR TO INCLUSION IN THE PROJECT.
PROPERTY LINE
F. ITEMS NOTED AS "NOT IN CONTRACT" OR "N.I.C." ARE INDICATED FOR LAYOUT PURPOSES ONLY. COORDINATE WITH OWNER ALL PERTINENT DIMENSIONS AND CLEARANCES.
A-7
SECTION I & AIR BARRIER
A-8
SECTION II
A-9
SECTION III
A-10
SECTION IIII
EXISTING
ADDED
TOTAL
4203.4 FT 2 390.5 m 2
575.5FT 2 53.5 m 2
4778.9 FT 2 444.0 m 2
42.2 %
5.8 %
48.0 %
FLOOR AREA RATIO
QUB3 STUDIOS 858 Queensborough Cres. London, On. N6G 5K2 - (519)-777-4529
[email protected] B.C.I.N (Glenn Tatsu) : 38561
~
B.C.I.N (firm) : 40082
THE DESIGNER NOTED ABOVE HAS REVIEWED AND TAKEN RESPONSIBILITY FOR THE DESIGN ACTIVITIES.
1. FOR GENERAL NOTES SEE COVER PAGE. 2. ALL DIMENSIONS ARE APPROXIMATE, CONTRACTOR TO CONFIRM. 3. THE CONTRACTOR SHALL OBTAIN A BUILDING PERMIT PRIOR TO STARTING CONSTRUCTION.
REMOVALS
4. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER OR DESIGNER BEFORE PROCEEDING WITH THE WORK. 5. ALL NEW CONSTRUCTION SHALL CONFORM TO THE ONTARIO BUILDING CODE 2012 AND LOCAL BUILDING DEPARTMENT STANDARDS. 6. CONTRACTOR SHALL SAFEGUARD ALL EXISTING STRUCTURES AND SERVICES AFFECTED BY THE WORK. 7. ALL NEW LUMBER TO BE SPF No. 2 OR BETTER. 8. CONFIRM WINDOW SIZING PRIOR TO CONSTRUCTION AND CONFIRM CEILING TREATMENT AND BULKHEADS (SIZING & DEPTH) PRIOR TO CONSTRUCTION TO ENSURE LINTEL/BEAM SIZES WILL NOT HAVE ANY ISSUES AS DIRECTED ON THESE DRAWINGS .
69'-6"
9. ALL ELECTRICAL TO CONFORM TO CURRENT O.B.C SECTION 9.34. ALL PLUMBING, HEATING AND ELECTRICAL TO BE CO-ODINATED BETWEEN CONTRACTOR AND MECHANICAL TRADES INCLUDING BULKHEAD AND DUCT PENETRATIONS.
57'-8"
REMOVE EXISTING BATHROOM AND DISCONNECT PLUMBING AS REQUIRED TO ELIMINATE FROM SEPTIC SYSTEM
10. READ THESE DRAWING IN CONJUNCTION WITH ATTACHED ENGINEERS BEAM CALCULATIONS TO ENSURE ALL PROPOSED BEAMS AND POST CONNECTIONS,OPTIONAL SIZES AND SUPPORT INFORMATION IS ACCURATE.
EXISTING 8" POURED CONC. FOUNDATION 4'-9"x2'-4"
6'-10"x3'-11"
3' 13'-0"
EXISTING 8" CONC. BLOCK FOUNDATION (TYP.)
10'-21 2" 8'-8"x5'-0"
(LOWER LEVEL) (EX. SLAB TO U/S JOIST= 7'-3") 15'-31 2"
16'-9"
11'-2"
9'-81 2"
10'-101 2"
10'-5"
EXISTING 2x4 L.B. WALL
SUMP
EX. 2x10 FLOOR JOIST @ 16" o/c
(LOWER LEVEL)
FURN.
53'-8"
23'-11"
HWH 5'-9"
6'-0"
53'-8"
D
EX. 2x10 FLOOR JOIST @ 16" o/c
(BASEMENT LEVEL) (EX. SLAB TO U/S JOIST= 7'-3")
22'-7"
EX. 2x10 FLOOR JOIST @ 12" o/c
15'-312"
3'-10"
5'-512"
36'-11"
30'-412"
16'-9"
12'-4"
EX. 2x10 FLOOR JOIST @ 12" o/c
8'-3"
7'-11"
" -8 6' "x -0
SAUNA
W UP
REMOVE TOP COURSES OF BLOCK WALL FOR PROPOSED STAIRS AS REQ.
3'-0"
5'-2"x10"
18'-0"x8'-0" OVERHEAD GARAGE DOOR
RICHARD & ADRIANA CZERWINSKI
EX. 2x10 FLOOR JOIST @ 16" o/c
16'-9"
(LOWER LEVEL)
QUB3
23'-31 2"
EX. 2x10 FLOOR JOIST @ 16" o/c
QUB3 STUDIOS
858 Queensborough Cres.London, On. N6G 5K2 - (519)-777-4529
REMOVE EXISTING ROOF JOIST AND EXISTING STEEL BEAM AND INSTALL NEW FLOOR JOIST AS SHOWN ON SHEET A-2
[email protected] B.C.I.N (Glenn Tatsu) : 38561
EX. 12" CONC. LINTEL
~
B.C.I.N (firm) : 40082
THE DESIGNER NOTED ABOVE HAS REVIEWED AND TAKEN RESPONSIBILITY FOR THE DESIGN ACTIVITIES.
8'-0"x3'-0" 1'-81 2"
20'-4"
6'-61 2"
11'-8"
69'-6"
CZERWINSKI RESIDENCE 33 NORTHCREST DR. LONDON, ONTARIO
EXISTING LOWER FLOOR PLAN
N SCALE: 1/4"=1'-0"
15-020
A-1
NEW CONTINUOUS STRIP FOOTING 18"x6"
(2)-15M DOWELS x 24" LENGTH IN STRIP FOOTING WITH 6" EMBEDMENT AND HILTI HIT HY 200 EPOXY (OR APPROVED EQUAL)
NOTE: ALL SMOKE ALARMS TO HAVE VISUAL SIGNALING AS PER O.B.C. 9.10.19
NOTE: ALL EXISTING DIMENSIONS ARE TO FINISHED WALL AND ALL NEW DIMENSION FOR NEW WALLS ARE TO STUD FACE
NOTE: CONFIRM ADJACENT SPACES CONTAINS EXISTING SMOKE /CARBON DETECTOR
3
NEW 9" CONCRETE FOUNDATION WALL (8" WHERE DIRECTED)
3"
1. FOR GENERAL NOTES SEE COVER PAGE.
10'-81 2"
14'-71 2"
6"
6"
14'-3"
9'-4"
8'-11"
10'-4"
EXISTING CONCRETE BLOCK FOUNDATION WALL
EXISTING 8" POURED CONC. FOUNDATION
3-2x4
'8 x6 0" 3'
TYPICAL FOOTING & FOUNDATION DOWEL DETAIL
" 10'-8"
51 2"
2'-0"
16'-9"
8"
11'-2"
8'-412"
EX. W8x21 STEEL BEAM
51 2"
(2)-1.75"x9.25" 2.0E LVL
6'-7"
8'-61 2"
*
51 2"
SOLID BLOCKING TO FOUNDATION (TYP.)
ELEC.
(BASEMENT LEVEL)
7'-6"
3'-6"
3'-7"
3'-81 2"
28'-7"
EX. W10x60 STEEL BEAM
51 2"
3'-0"
512"
9"
A
8"
10'-4"
12'-91 2"
8"
8'-31 2"
2'-2"
2'-2"
1'-4"
1'-4"
A
12'-9"
*
ENSURE TO OVERLAP NEW DAMPROOFING TO EXISTING 8'-5"
8"
6'-61 2"
SOLID BLOCKING TO FOUNDATION (TYP.)
RICHARD & ADRIANA CZERWINSKI
8"
6'-3"
A 8"
R20 BATT INSULATION FINISHED SPACE R20 MIN 8" CONCRETE FOUNDATION DAMPPROOFING POLY DRAINAGE LAYER TO 4' BELOW GRADE
6'-71 2"
CO
CAULK ALL JOINTS BETWEEN FLOOR & DRYWALL AT INTERIOR WALLS
(5)-2x6 POST (EA. END)
5'-61 2"
DOUBLE JOIST
3'-1"
UP 6R @ 7 1 2"
UP 7R
5" POURED CONCRETE SLAB w/ 15m @ 12" o/c T&B E.W. + 15M DOWELS @ 24" o/c (3 SIDES) w/ 6% AIR ENTRAINMENT
12 12
8'-2"
QUB3
22'-10"
STEP(S) TO SUIT
2-2x6
3'-0"
VENT TO EXT. NON-COMB.
HWH
*
PROVIDE 2'10"x8'0" INSUL. METAL DOOR w/ SELF-CLOSER & WEATHERSTRIPING
R31 MIN. SPRAY URETHANE FOAM INSULATION IN JOIST SPACE & AROUND AIR DUCTS BENEATH HEATED SPACE.
17'-4"
14'-41 2"
5'-512"
51 2"
FURN.
(4)-2x6 POST
17'-0"x8'-0" OVERHEAD GARAGE DOOR
NOTE: FOR MORE DETAILED CALC'S FOR BM#1 SEE ATTACHED ENGINEER DESIGN SHEET
NOTE: SMOKE ALARMS MAY BE REQUIRED IN ALL BEDROOMS DUE TO NEW LAYOUT. CITY TO CONFIRM IF NEW LAYOUT WARRANTS IT
RATED 14,000# w/ 28"x28"x12" PAD FOOTING
51 2"
61 2"
2-2x4 JACKPOST 1-2x4 KINGPOST (EACH END)
- W10x26 STEEL BEAM
ALL NEW INTERIOR WALLS TO BE 2x4 @ 16" o/c OR 2x6 @ 16" o/c MIN. #1 & #2 GRADE SPRUCE, PINE, FIR UNLESS OTHERWISE SPECIFIED w/ 1/2" GYPSUM BOARD EACH SIDE
10'-5"
8" 6' "x 10 2'
REFER TO SUPPLEMENTARY STANDARDS SB-7 OF 2012 O.B.C. FOR INTERIOR GUARD, POST AND HANDRAIL ATTACHMENT DETAILS. ALL GUARD AND HANDRAIL HEIGHTS TO CONFORM TO CURRENT O.B.C.
*
1'-0"
CONTRACTOR TO PROVIDE TEMP. SHORING AS REQUIRED TO INSTALL NEW BEAMS. (SHORING DESIGN BY CONTRACTOR)
11'-8"
(2)-1.75"x9.25" 2.0E LVL
*NEW STEEL POST
5'-9"
SUNKEN SHOWER BASE AREA (2x6 FLR JST @ 16" o/c)
EX. 2x10 FLOOR JOIST @ 12" o/c
5PLY - 2x10 WOOD BEAM
EX. 4PLY - 2x10 WOOD BEAM CONT.
HEADROOM UNDER DUCTS AND BEAMS IS TO BE MINIMUM 6’-5’’
2-2'10"x6'8" POCKET
CO
51 2"
PROVIDE SOLID BLOCKING TO FOUNDATION FROM SUPPORTS ABOVE AS REQUIRED
9'-91 2"
(2)-2x6 POST
36'-11"
2-2x8
2'-8"
*
* VENT TO EXTERIOR w/ NON-COMBUSTIBLE
2-2x6
2'-0"x3'-6"
STRIK, BALDINELLI, MONIZ LTD. SEAL FOR STRUCTURAL ITEMS NOTED WITH AN ASTERISK ( ) ONLY. REFER TO ATTACHED COVER LETTER AND SKETCHES.
2' 8" x6 '8
"
NEW STEEL POST RATED 14,000# w/ 28"x28"x12" PAD FOOTING
15'-81 2"
12'-8"
51 2" 51 2"
14'-0"
10'-21 2"
16'-9"
SCALE: 1"=1'-0"
10'-111 2"
- W8x28 STEEL BEAM
(4)-2x6 POST
7'-11"
A
9'-81 2"
9'-4"
(3)-15M DOWELS x 24" LENGTH IN WALL EQUALLY SPACED VERTICALLY WITH 6" EMBEDMENT. BREAK OUT FRONT FACE OF EXISTING 10" CONCRETE BLOCK, INSTALL DOWEL AND FILL VOID SOLID WITH 20 MPa CONCRETE. (TYP.) EXISTING FOOTING
QUB3 STUDIOS
858 Queensborough Cres.London, On. N6G 5K2 - (519)-777-4529
[email protected] B.C.I.N (Glenn Tatsu) : 38561
18'-11"
1'-4"
9'-0"
1'-4"
16"x16" CONC. PIER ON 28"x28"x10" CONC. FOOTING
1'-5"
SOLID BLOCKING TO FOUNDATION (TYP.)
*
~
B.C.I.N (firm) : 40082
THE DESIGNER NOTED ABOVE HAS REVIEWED AND TAKEN RESPONSIBILITY FOR THE DESIGN ACTIVITIES.
12'-0"x2'-0" 10'-2"
10'-2"
ASSUMED SOIL BEARING CAPACITY = 2000 PSF
NOTE: ENTIRE HOME IS HEATED USING IN-FLOOR HEATING. SEE HVAC SPECS ATTACHED NEW SYSTEM COVERS ENTIRE HOME
N
CZERWINSKI RESIDENCE 33 NORTHCREST DR. LONDON, ONTARIO
PROPOSED LOWER FLOOR PLAN
SCALE: 1/4"=1'-0"
15-020
A-2
1. FOR GENERAL NOTES SEE COVER PAGE.
REMOVALS
REMOVE EXISTING BATHROOM AND DISCONNECT PLUMBING AS REQUIRED TO ELIMINATE FROM SEPTIC SYSTEM
2'-11"x3'-0"
11'-4"x4'-4"
20'-4"
12'-5"x5'-6"
12'-8"
10'-0"x5'-6"
28'-6" 8'-3"
29'-3"
2'-11"
(UPPER LEVEL)
EX. WOOD BEAM
EX. 2x6 RAFTERS @ 16" o/c
(MAIN LEVEL) (EX. FLR. TO U/S CEIL.= 7'-11")
25'-1"
9'-81 2"
EX. 2x6 CEIL. JOIST @ 16" o/c
14'-5" 3'-3"x4'-4"
3'-3"x4'-4"
4'-11"
(UPPER LEVEL) (EX. FLR. TO U/S CEIL.= 7'-5")
REMOVE EXISTING 2x4 EXTERIOR WALL AND INSTALL NEW 2x6 STUD WALL @ 16" o/c INSTALL NEW WALL AS PER DIRECTED ON SHEET A-4
EX. 2x6 CEIL. JOIST @ 16" o/c
REMOVE EXISTING UPPER 2x4 EXTERIOR WALLS AND INSTALLED NEW 2x6 STUD WALL @ 16" o/c TO NEW 9'-1" CEILING HEIGHT AS SHOWN ON SECTION VIEW.
EX. WOOD BEAM
EXISTING 2x4 L.B. WALL
(UPPER LEVEL)
18'-111 2"
7'-91 2"
2'-8"x2'-0" 2' 0" '-1 x6 0" -1
2'-01 2"
8'-31 2"
6'-21 2"
9'-101 2"
3'-3"x4'-4"
1'-11"
(MAIN LEVEL) 21'-1112"
EX. 2x6 CEIL. JOIST @ 16" o/c
EX. 2PLY - 2x8
(UPPER LEVEL) 17'-6"
EX. 2x6 CEIL. JOIST @ 16" o/c
EX. 3PLY - 2x8 WOOD BEAM
11'-8"
EX. 2x6 RAFTERS @ 16" o/c
EX. 2x6 CEIL. JOIST @ 16" o/c
3'-4"x4'-5"
1'-1012"
EX. 2x6 CEIL. JOIST @ 16" o/c
RICHARD & ADRIANA CZERWINSKI
QUB3
TO BE REMOVED AND REPLACED (SEE SHEET A-2 & A-4)
EXISTING PORCH SLAB
QUB3 STUDIOS
858 Queensborough Cres.London, On. N6G 5K2 - (519)-777-4529
[email protected] B.C.I.N (Glenn Tatsu) : 38561
~
B.C.I.N (firm) : 40082
THE DESIGNER NOTED ABOVE HAS REVIEWED AND TAKEN RESPONSIBILITY FOR THE DESIGN ACTIVITIES.
29'-5"
CZERWINSKI RESIDENCE 33 NORTHCREST DR. LONDON, ONTARIO
EXISTING UPPER FLOOR PLAN
N SCALE: 1/4"=1'-0"
15-020
A-3
1. FOR GENERAL NOTES SEE COVER PAGE.
OUTLINE OF FLAT ROOF ABOVE
(3)-1.75"x7.25" 2.0E LVL
*
9'-4"
2x10 LEDGER BOARD SEE A-7 FOR DETAILS
8'-10"x8'-0" FIXED
6'-10"x5'-6"
(3)-2x10
3-2x10
15'-9"
BUILT-INS
(HARDWOOD)
26'-31 2"
15'-9"
(HARDWOOD)
51 2"
8"
2'-1"
2-
1-2x4 JACKPOST 2-2x4 KINGPOST (EACH END)
VAULT
4-2x6 (6710lbs) 2-2x8
(HARDWOOD)
2x6 CEIL. JOIST @ 16" o/c
STRAP OUT FIREPLACE
2-2x6 JACKPOST 1-2x6 KINGPOST (EACH END)
(MAIN LEVEL)
"
4'-11" 31 2"
2'-412"
VAULT
11'-6"
3'-1"
VENT TO EXT. NON-COMB.
7'-8"
3'-2"
51 2"
512"
PANTRY 51 2"
7'-91 2"
6'-0"
(HARDWOOD) CONFIRM CABINET LAYOUT w/ SHOP DRAWINGS
5'-5"
CO
51 2"
8'-101 2"
3'-4"
11'-0"
5'-0"
512" 51 2" 7'-7"
5"
25'-5" SLOPE
"
18'-10"
5'-11 2"
2-2x6 (2108lbs)
4'-10"
51 2"
LINEN
INSTALL 2x10 LEDGER BOARD w/ 1/2" LAG BOLTS STAGGERED TOP & BOTTOM INTO HEADER SUPPORT @ 16" o/c
'0 x8 0" 3'
PROVIDE LOOK-OUT RAFTERS TO CONTINUE THE SOFFIT
3'-7" PRE-ENG. GIRDER TRUSS "B1"
4'-91 2" 4'-0"
51 2"
(TILE) 3' 0" x8 '0 " 3'-7"
1'-31 2"
9'-91 2"
"
(TILE)
31 2"
5'-0"
'8 x6 4" 2'
4'-1"
12'-8"
VENT TO EXT. NON-COMB.
NEWPRE-ENGINEERED ROOF TRUSS @ 24" o/c
512"
15'-1"
4-2x6 (6710lbs)
2-2x8
CO
VENT TO EXT. NON-COMB.
20'-612"
3
6'-61 2"
12'-71 2"
51 2"
4'-0"
- W10x26 STEEL BEAM
*
*
SLOPE
"
4'0"x8'0" POCKET
SINGLE GLASS PANE w/ CURBLESS SHOWER 72"x42" (SITE CONFIRM)
(3)-2x10
* 28'-6"
'0 x8 8" 2'
51 2"
ATTIC ACCESS 20"x29" (INSULATE & WEATHERS)
'0 x8 8" 2'
BUILT-IN LAUNDRY CHUTE
NEWPRE-ENGINEERED ROOF TRUSS @ 24" o/c
BUILT-INS
3-2x6 (3538lbs)
(3)-2x10
*
10'-111 2"
11'-1"
31 2"
11'-111 2"
SLOPE 2% MIN.
31 2"
DOUBLE JOIST
6'-1"
31 2"
8'-10"x8'-0" FIXED
10'-0"x8'-0"
6'-6"
6'-01 2"
2' 6" x8 '0 "
31 2"
8'-10"x8'-0" SLIDER
5'-6"
2-2x6
2-2x6
9'-6"
(3)-1.75"x9.25" 2.0E LVL
6'-10"x5'-6"
9'-6"
35'-41 2"
3'-0"x4'-6"
13'-8"
*
9'-81 2"
* 2x6 CEIL. JOIST @ 16" o/c
*
(3)-1.75"x7.25" 2.0E LVL
(3)-1.75"x7.25" 2.0E LVL
(3)-1.75"x7.25" 2.0E LVL
11'-111 2"
10'-81 2"
14'-712"
14'-3"
14'-41 2"
HSS 3x3x3 16 STEEL COLUMN (TYP. 6 LOCATIONS)
(3)-1.75"x7.25" 2.0E LVL
INSTALL 2x10 LEDGER BOARD w/ 1/2" LAG BOLTS STAGGERED TOP & BOTTOM INTO HEADER SUPPORT @ 16" o/c
2'-6"x4'-0"
(2) - 1.75"x9.5" 2.0E LVL
9"
1'-4"
5'-21 2"
4'-9"
4'-9"
4'-9"
4'-9"
5'-01 2"
2'-2"
4'-5"
*
(3)-2x8
9'-0"
1'-4"
NEW 2x8 ROOF JOIST @ 16" o/c
10'-81 2"
18'-10"
(2)-1.75"x9.25" 2.0E LVL
7'-3"
(9'-0" CEIL.) (HARDWOOD)
NEW 9 12" PRE-ENG CEIL. JOIST @ 16" o/c
13'-111 2"
(4) - 2x6 (EACH END)
*
NOTE: FAUX WINDOWS ARE TO BE INSTALLED ON THE OUTSIDE OF THE MAIN 2x6 EXTERIOR WALL TO ENSURE NOT TO AFFECT THE CONTINUATION OF STUDS FROM BEING INSTALLED AS REQUIRED FOR TALL WALL REQUIREMENTS
QUB3
VENT TO EXTERIOR w/ NON-COMBUSTIBLE & NON-CORROSIVE DUCTWORK
2-2x6
RICHARD & ADRIANA CZERWINSKI
QUB3 STUDIOS
858 Queensborough Cres.London, On. N6G 5K2 - (519)-777-4529
[email protected] B.C.I.N (Glenn Tatsu) : 38561
~
B.C.I.N (firm) : 40082
1'-4"
(2)-1.75"x11.25" 2.0E LVL
THE DESIGNER NOTED ABOVE HAS REVIEWED AND TAKEN RESPONSIBILITY FOR THE DESIGN ACTIVITIES.
12'-0"x7'0"
CZERWINSKI RESIDENCE 33 NORTHCREST DR. LONDON, ONTARIO
NOTE: ENTIRE HOME IS HEATED USING IN-FLOOR HEATING. SEE HVAC SPECS ATTACHED NEW SYSTEM COVERS ENTIRE HOME
N SCALE: 1/4"=1'-0"
*
ALL TALL WALLS FROM 17'-0" TO 20'-0" ARE TO BE BUILT WITH 2-2x6 @ 8" o/c FULL HEIGHT
* *
ALL TALL WALLS FROM 13'-9" TO 17'-0" ARE TO BE BUILT WITH 2x6 @ 12" o/c FULL HEIGHT ALL OTHER WALLS UNDER 13'-9" ARE PART 9 AND MAY BE 2x6 @ 16" o/c AS PER OBC UNLESS OTHERWISE NOTED
*
ALL "TALL WALL" CONSTRUCTION IS TO HAVE 1/2" PLYWOOD SHEATHING ON EXTERIOR AND 1/2" GYPSUM ON INTERIOR (MIN.)
PROPOSED UPPER FLOOR PLAN 15-020
A-4
1. FOR GENERAL NOTES SEE COVER PAGE.
PROVIDE BACK FLASHING AND CANT STRIP AS REQ. O.B.C. 9.26.4.7.
OUTLINE OF UPPER LEVEL
UPPER ROOF OUTLINE
L VA
Y LE
MAIN FLR. ROOF OUTLINE
SLOPE 2%
NOTE: CONTRACTOR TO CONFIRM ALL MANUFACTURES INSTALLATION AND SPECIFICATION INSTRUCTIONS PRIOR TO CONSTRUCTION. TO ENSURE PROPOSED ROOF ASSEMBLY IS IDEAL FOR MANUFACTURES MEMBRANE AND ASSOCIATED ITEMS
PROVIDE BACK FLASHING AND CANT STRIP AS REQ. O.B.C. 9.26.4.7.
SLOPE
NOTE: CONTRACTOR TO ADVISE DESIGNER & ENGINEER NAMED ON THIS DRAWING IN THE EVENT THAT THE PROPOSED WALL OR ROOF ASSEMBLIES ARE BEING MODIFIED OR CHANGED TO ENSURE CHANGES ARE ADEQUATE
NOTE: PARAPETS, ROOF STACKS, SKYLIGHTS AND OTHER ITEMS PROTRUDING FROM ROOF DECK ARE TO BE A MIN. 6" ABOVE FINISHED ROOF DECK
SLOPE
NOTE: CONTRACTOR TO REVIEW PROPOSED ROOF LAYOUT FOR DRAINAGE AND ENSURE ALL ALL AREAS HAVE A MIN. SLOPE OF 3% AND DRAIN TO SCUPPER LOCATIONS
OUTLINE OF MAIN FLOOR
SLOPE
SLOPE
SLOPE
OUTLINE OF UPPER ROOF
1 PRE-FINISHED METAL SCUPPER BOX & DOWNSPOUT (6"x12" OR SIMILAR)
OUTLINE OF MAIN FLOOR
PROVIDE BACK FLASHING AT INSIDE WALL OF HOUSE SLOPE 3% MIN.
SLOPE 3% MIN.
SLOPE 3% MIN.
SLOPE 3% MIN.
OUTLINE OF FLAT ROOF
RICHARD & ADRIANA CZERWINSKI
QUB3
SLOPE 3%
OUTLINE OF UPPER LEVEL
QUB3 STUDIOS
858 Queensborough Cres.London, On. N6G 5K2 - (519)-777-4529
[email protected] B.C.I.N (Glenn Tatsu) : 38561
~
B.C.I.N (firm) : 40082
THE DESIGNER NOTED ABOVE HAS REVIEWED AND TAKEN RESPONSIBILITY FOR THE DESIGN ACTIVITIES.
FLAT ROOF OVER MAIN FLOOR DINING ROOM (SEE FLAT ROOF CONSTRUCTION ON SHEET A-8)
N SCALE: 1/4"=1'-0"
MODIFIED BITUMEN MEMBRANE OVERLAY/BARRIER BOARD 3/4" T/G PLYWOOD SHEATHING (GLUED & SCREWED) P.T. 2x6 PURLINS @ 16" o/c (CUT TO FORM 3% SLOPE DRAIN TO SCUPPER) 1/2" T/G PLYWOOD SHEATHING 9 12" PRE-ENGINEERED CEIL. JOIST POLYURETHANE SPRAY FOAM INSULATION (R31) OWNER CONFIRM 1/2" GYPSUM BOARD (SEAL ALL JOINTS)
CZERWINSKI RESIDENCE 33 NORTHCREST DR. LONDON, ONTARIO
PROPOSED ROOF PLAN 15-020
A-4a
1. FOR GENERAL NOTES SEE COVER PAGE.
3 E.E.D.S INFO SCALE: 1/4"=1'-0"
RICHARD & ADRIANA CZERWINSKI
QUB3
QUB3 STUDIOS
858 Queensborough Cres.London, On. N6G 5K2 - (519)-777-4529
[email protected] B.C.I.N (Glenn Tatsu) : 38561
~
B.C.I.N (firm) : 40082
THE DESIGNER NOTED ABOVE HAS REVIEWED AND TAKEN RESPONSIBILITY FOR THE DESIGN ACTIVITIES.
CZERWINSKI RESIDENCE 33 NORTHCREST DR. LONDON, ONTARIO
ELEVATIONS I SCALE: 1/4"=1'-0"
15-020
A-5
1. FOR GENERAL NOTES SEE COVER PAGE.
3
SCALE: 1/4"=1'-0"
RICHARD & ADRIANA CZERWINSKI
QUB3
QUB3 STUDIOS
858 Queensborough Cres.London, On. N6G 5K2 - (519)-777-4529
[email protected] B.C.I.N (Glenn Tatsu) : 38561
~
B.C.I.N (firm) : 40082
THE DESIGNER NOTED ABOVE HAS REVIEWED AND TAKEN RESPONSIBILITY FOR THE DESIGN ACTIVITIES.
CZERWINSKI RESIDENCE 33 NORTHCREST DR. LONDON, ONTARIO
ELEVATIONS II SCALE: 1/4"=1'-0"
15-020
A-6
NOTE: APPLY AIR BARRIER DETAILS AS REQUIRED TO SUIT CONSTRUCTION.
9.25.5.1 JOINTS IN AIR BARRIER PROTECTION
1. FOR GENERAL NOTES SEE COVER PAGE.
1. WHERE THE AIR BARRIER SYSTEM CONSISTS OF AN AIR IMPERMEABLE PANEL TYPE OF MATERIAL, ALL JOINTS SHALL BE SEALED TO PREVENT AIR LEAKAGE. 2. WHERE THE AIR BARRIER PROTECTION IS FORMED OF FLEXIBLE SHEET MATERIAL, ALL JOINTS SHALL BE: i) SEALED, OR ii) LAPPED AT LEAST 4" AND CLAMPED, SUCH AS BETWEEN FRAMING MEMBERS, FURRING OR BLOCKING AND RIGID PANELS.
EXTEND FRAME CREATING BAFFLE
ATTACHED MIN.(R20) INSUL.
PLYWOOD BAFFLE
MIN. (R20) REQUIRED
NOTE:
POLYETHYLENE SURROUND
CAULKING OR TAPE ELECTRICAL WIRE
MIN. (R20) REQUIRED
PROVIDE A NON-COMBUSTIBLE AIR BARRIER @ CHIMNEY AND GAS VENT PENETRATIONS. AIR VAPOUR BARRIERS TO BE CONTINUOUS ABOVE THE INTERIOR PARTITIONS. ELECTRICAL BOXES TO BE SEALED ON ALL SIDES. AIR VAPOUR BARRIER CONTINUOUS AT INTERIOR PARTITIONS.
PLYWOOD LID
SEAL POLY TO PERIMETER FRAMED BOX
SEAL AT STACK PENETRATIONS.
WEATHER STRIPPING
WEATHER STRIPPING
OPTIONS:
SEAL POLY TO PERIMETER FRAMED BOX FOAM AROUND MANUFACTURED UNIT
OPTIONAL WOOD BLOCKING GYPSUM BOARD CEILING
AIR/VAPOUR BARRIER SEALED TO SURROUND FLANGE WITH CAULKING OR TAPE
- PLASTIC TYPE INSULATION TO BE PROTECTED BY AN INTERIOR FINISH. - AIR BARRIER MATERIAL MAY BE WRAPPED AROUND HEADER AND PLATES.
TYPICAL AIR BARRIER DETAIL AT ATTIC ACCESS
TYPICAL AIR BARRIER DETAIL AT RECESSED LIGHT (OR FAN)
SCALE: 1 1/2"=1'-0"
SCALE: 1 1/2"=1'-0"
SINGLE PLY MEMBRANE 5/8" PLYWOOD T&G SHEATHING 2x6 PERLINS @ 16" o/c TO PROVIDE MIN. 2" SLOPE 2x6 ROOF JOIST (REFER TO PLAN) 1/2" PLYWOOD T&G SHEATHING PREFINISHED METAL CAP FLASHING (TYP.)
PROVIDE CANT STRIP AND BACK FLASHING AS REQUIRED
FINISH COAT STUCCO BASE (1"−1 1/2") APPROVED INSULATION BOARD TYVEK HOMEWRAP OR DRAINWRAP 1/2" DENSGLASS (SHEATHING) 2"x6" WOOD STUDS w/ R24 BATT INSULATION 6 MIL VAPOR BARRIER 1/2" GYPSUM BOARD
TAPE THROUGH−WALL FLASHING TO SHEATHING USING TYVEK FLEXWRAP
PREFINISHED METAL FASCIA
WOOD BLOCK w/ PREFINISHED METAL HSS 3x3x3 16 STEEL COLUMN (3)-1.75"x7.25" 2.0E LVL
PROVIDE CEDAR SOFFIT OR STUCCO
INSTALL 2x10 LEDGER BOARD w/ 1/2" LAG BOLTS STAGGERED TOP & BOTTOM INTO HEADER SUPPORT @ 16" o/c
EAVESTROUGH
LAP 6" & TAPE TYVEK OVER THROUGH−WALL FLASHING
MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULK AROUND PENETRATION
OPTIONAL FRIEZE BOARD OR STUCCO BANDING CAULKING
EXISTING WINDOW
1 A-7
VENTED METAL SOFFIT
SCALE: 1"=1'-0"
CAULK AIR BARRIER FROM CEILING TO TYVEK CASING/ STOP BEAD
TYPICAL AIR BARRIER DETAIL AT WINDOW HEAD/ STUCCO SCALE: 1 1/2"=1'-0"
BLOCKING FINISH COAT STUCCO BASE (1"−1 1/2") APPROVED INSULATION BOARD TYVEK HOMEWRAP OR DRAINWRAP 1/2" DENSGLASS (SHEATHING) 2"x6" WOOD STUDS w/ R24 BATT INSULATION 6 MIL VAPOR BARRIER 1/2" GYPSUM BOARD
TYPICAL AIR BARRIER DETAIL AT ROOF & WALL INTERFACE 1 A-7
RICHARD & ADRIANA CZERWINSKI
QUB3
QUB3 STUDIOS
858 Queensborough Cres.London, On. N6G 5K2 - (519)-777-4529
[email protected] B.C.I.N (Glenn Tatsu) : 38561
~
B.C.I.N (firm) : 40082
THE DESIGNER NOTED ABOVE HAS REVIEWED AND TAKEN RESPONSIBILITY FOR THE DESIGN ACTIVITIES.
CZERWINSKI RESIDENCE 33 NORTHCREST DR. LONDON, ONTARIO
S-1 A-2,3,4 -
CROSS SECTION SCALE: 3/8"=1'-0"
15-020
A-7
1. FOR GENERAL NOTES SEE COVER PAGE.
3
RICHARD & ADRIANA CZERWINSKI
QUB3
QUB3 STUDIOS
858 Queensborough Cres.London, On. N6G 5K2 - (519)-777-4529
[email protected] B.C.I.N (Glenn Tatsu) : 38561
~
B.C.I.N (firm) : 40082
THE DESIGNER NOTED ABOVE HAS REVIEWED AND TAKEN RESPONSIBILITY FOR THE DESIGN ACTIVITIES.
CZERWINSKI RESIDENCE 33 NORTHCREST DR. LONDON, ONTARIO
S-2 A-2,4 -
CROSS SECTION II SCALE: 3/8"=1'-0"
15-020
A-8
1. FOR GENERAL NOTES SEE COVER PAGE.
RICHARD & ADRIANA CZERWINSKI
QUB3
QUB3 STUDIOS
858 Queensborough Cres.London, On. N6G 5K2 - (519)-777-4529
[email protected] B.C.I.N (Glenn Tatsu) : 38561
~
B.C.I.N (firm) : 40082
THE DESIGNER NOTED ABOVE HAS REVIEWED AND TAKEN RESPONSIBILITY FOR THE DESIGN ACTIVITIES.
CZERWINSKI RESIDENCE 33 NORTHCREST DR. LONDON, ONTARIO
S-3 A-2,4 -
CROSS SECTION III SCALE: 3/8"=1'-0"
15-020
A-9
1. FOR GENERAL NOTES SEE COVER PAGE.
RICHARD & ADRIANA CZERWINSKI
QUB3
QUB3 STUDIOS
858 Queensborough Cres.London, On. N6G 5K2 - (519)-777-4529
[email protected] B.C.I.N (Glenn Tatsu) : 38561
~
B.C.I.N (firm) : 40082
THE DESIGNER NOTED ABOVE HAS REVIEWED AND TAKEN RESPONSIBILITY FOR THE DESIGN ACTIVITIES.
CZERWINSKI RESIDENCE 33 NORTHCREST DR. LONDON, ONTARIO
S-4 A-2,4 -
CROSS SECTION IIII SCALE: 3/8"=1'-0"
15-020
A-10
