Lake Clear Model Kealey Tackaberry Log Homes Ltd.
Transcript of Lake Clear Model Kealey Tackaberry Log Homes Ltd.
Lake Clear ModelKealey Tackaberry Log Homes Ltd.
DATE: NOV. 28 2017
4/12 PITCH IN WINDOW WELL,FULLY FLASH SIDES OF WINDOWWELL & DORMER WALL JOINT
NORTH ELEVATION AND WINDOW & DOOR SCHEDULE
6SCALE: 1/4" = 1'-0"
SCREWJACK AT BASE OF PORCH POSTS TYP.
1'-6"
2'-0"3'
-6"
6'-8
"
7'-6
"
6'-1
0" ±
MIN
. 2'-0
"
MIN
. 2'-0
"
NORTH
LOFT FLOOR
CONTINUOUS RIDGE VENTING
12/12
4'-0"
2'-0"
GARAGE/BASEMENT FLOOR
WINDOW SCHEDULENumber Location Frame size ('-" w x h) Comments
1 Kitchen E 6-0 x 3-4 triple unit (2 oper.)2 Living E 6-0 x 4-8 triple unit (2 oper.)3 Living N 8-0 x 4-8 triple unit (2 oper.)4 Bath W 2-6 x 3-8 single oper. unit5 Master BR W 6-0 x 4-0 triple unit (2 oper.)6 Master BR S 2-6 x 4-0 single oper. unit7 Bedroom 3 E 4-0 x 3-8 double unit (1 oper.)8 Living E 4-0 x 3-8 double fixed unit9 Living N 3-6 X 8-2 3'-6" h. double unit (1 oper.) w/ 4'-6" h. trapezoidal transom10 Mezzanine N 3-6 X 8-2 3'-6" h. double unit (1 oper.) w/ 4'-6" h. trapezoidal transom11 Bedroom 2 S 4-0 x 3-8 double unit (1 oper.)12 Bedroom 3 S 4-0 x 3-8 double unit (1 oper.)
EXTERIOR DOOR SCHEDULELocation Frame size ('-" w x h) Comments
A Garage E 12-0 x 7-6 overhead garage doorB Garage E 12-0 x 7-6 overhead garage doorC Garage N 3-0 x 6-8 36" half glass entry doorD Dining E 6-0 x 6-8 double patio doorE Entry N 3-0 x 6-8 36" full glass entry door
N.B. Double gl. argon-filled casement windows unless noted. See elevations for operation/shapes.Window sizes are generic frame sizes not specific RSO sizes, confirm with supplier before fabrication.Door sizes are generic door slab sizes not specific RSO sizes, confirm with supplier before fabrication.
07 08
01 02
A B
D
4/12 PITCH
Lake Clear ModelKealey Tackaberry Log Homes Ltd.
DATE: NOV. 28 2017
EAST & WESTELEVATIONS
7SCALE: 1/4" = 1'-0"
6'-1
0"
6'-1
0 ±"
3'-6
"
2'-0"4'-0" 1'-6"
6'-8
"6'
-10"
±
3'-6
"
2'-0"
WEST ELEVATION
EAST
12/12
12/12
4"
LOFT FLOOR
MAIN FLOOR
LOFT FLOOR
4/12
4/12
7 1/2"
7/12
TYP. SKIRT ROOF
1'-0
"3'
-6"
8'-1
1"
GARAGE/BASEMENT FLOOR
E
C
03
09 10
11 12
06
1'-6"
4'-0"
TYP. SKIRT ROOF
Lake Clear ModelKealey Tackaberry Log Homes Ltd.
DATE: NOV. 28 2017
SOUTH ELEVATION
8SCALE: 1/4" = 1'-0"
SCREWJACK AT BASE OFPORCH POSTS TYP.
3'-6
"
6'-1
0" ±
2'-0" 4'-0"
4'-0"
2'-0
" MIN
.
2'-0
" MIN
.
SOUTH
04 05
Lake Clear ModelKealey Tackaberry Log Homes Ltd.
DATE: NOV. 28 2017
SMOKE ALARM
BASEMENT/FOUNDATION PLAN & GENERAL NOTES
2SCALE: 1/4" = 1'-0"
2'-0"FOOTING
TYP.
UP
CLOSET
WASHER DRYER
UTILITY ROOM
MUD ROOM
GARAGE
28'-8
"
32'-8" 6'-2"
6"
2'-1" 12'-3" ± 4'-0" 12'-3" ± 2'-1"
3'-1
1/2
"
8'-2
"7'
-6"
12'-8
"10
'-6"
10'-2
"
6"4"
38'-1
0"
38'-10"
4"
16'-4" 16'-0" 6'-6"
6"
6"
7'-7
"11
"
18'-9 1/2" 9'-6 1/2"
4'-4
"
4'-4"
13'-7"
18" X 18"LAUNDRY
CHUTE
WOODSTOVE TO BE INSTALLEDAS PER MANUFACTURER'S SPECIFICATIONS
SLOPESLAB1":10'
STEP FOOTINGWHERE REQUIRED
AS PER CODE
CLCL
CLCL
CL
CLCLCL
CL
10"TYP.
A
A
N
11.8
75" D
EEP
OPE
N-W
EB W
OO
D JO
ISTS
@ 1
6" O
/C11
.875
" DEE
P O
PEN
-WEB
WO
OD
JOIS
TS @
16"
O/C
2X10 PT BOLTED LEDGER
2X10
PT
LED
GER
4-2X12 PT BEAM WITH 5/8" GALV. CARRIAGE BOLTSAT 16" O.C. (ALTERNATETOP & BOTTOM)
2X10
PT
JOIS
TS @
16"
O/C
OVE
R
USP RED JACK T2JPHD108 ADJUSTABLESTEEL POST (28300# ALLOWABLE LOAD)
ON 42" X 42" X 14" CONCRETE PAD
P1P1-A
P1 P1
P1
P2
P2
P2
TYPICAL POST ASSEMBLIES
P1: 12" DIA. LOG POST ON 10" DIA. CONCRETE PIER W/ 2-15M REBAR ON 28" DIA. BIGFOOT CONCRETE PAD FOOTING.
P1-A: SIMILAR TO P1 BUT WITH 36" DIA. BIGFOOTCONCRETE PAD FOOTING.
P2: 6X6 PT POST ON 10" DIA. CONCRETE PIER W/ 15M REBAR ON 28" DIA. BIGFOOT CONCRETE PAD FOOTING.
BEAMPOCKET
BEAMPOCKET
8" DROPPED STEELBEAM (W200 X 31)
LVL TRIMMER& HEADER
2X10
PT
JOIS
TS @
16" STAIR
OVER
2-2X
10 P
T
2X10
PT
JOIS
TS @
16"
2X10
PT
JOIS
TS @
16"
2-2X
10 P
T2-
2X10
PT
2-2X
10 P
T
2-2X
10 P
T
3-2X10 PT
3-2X10 PT
3-2X10 PT
2-2X10 PT
2-2X12 PT
7'-6" STAIRWELL
15" DEEP POURED CONCRETE LINTELWITH 2-15M HORIZONTAL REBARSEXTENDING 12" BEYOND OPENING EACH SIDE (PLACE BARS 2" ABOVE
BOTTOM OF CONCRETE)
24" X 66" DOOR
2"
2"
4"CL
10'-2
"
GENERAL NOTES
1. ALL CONSTRUCTION IS TO MEET OR EXCEED THE NORMS OF THE ONTARIO BUILDING CODE, ITS SUPPLEMENTSAND AMENDMENTS, AS WELL AS FOLLOWING GENERALLY ACCEPTED GOOD TRADE PRACTICE. SCRIBE-FIT ROUNDLOG CONSTRUCTION IS TO CONFORM TO O.B.C. SECTION 9.37, AS WELL AS FOLLOWING THE STANDARDS LAID OUTIN THE INTERNATIONAL LOG BUILDING ASSOCIATION IN THE E-BOOK “EFFECTIVE PRACTICES AND METHODS FORHANDCRAFTED LOG HOME CONSTRUCTION (2015 REVISION)”.
2. ALL DIMENSIONS ARE TO BE VERIFIED ONSITE BY THE BUILDERS, WITH PARTICULAR ATTENTION TO THE FIT OFLOG WALLS TO FLOOR FRAME AND FOUNDATION. NOTIFY THE DESIGNER OF ANY DISCREPANCIES.
3. A. FINAL CONFIRMATION OF FOUNDATION DESIGN (INCLUDING REINFORCING, FROST PROTECTION,DAMPPROOFING, GRADING & DRAINAGE) IS THE RESPONSIBILITY OF THE BUILDER AFTER EXCAVATION. A SOILSREPORT BY A GEOTECHNICAL ENGINEER IS RECOMMENDED TO CONFIRM BEARING CAPACITY (MIN. 100 KPA HASBEEN ASSUMED FOR DESIGN PURPOSES). STEP FOOTINGS, WHERE REQUIRED, AS PER CODE (MAX. 2’ VERTICALSTEP, MIN. 2’ HORIZONTAL BETWEEN STEPS). FINISHED GRADE TO BE SLOPED AWAY FROM BUILDING.3. B. PROVIDE MIN. 3” DIA. FULL-LENGTH PERFORATED UNDER-SLAB RADON VENT PIPE WITH RISER THROUGH SLABTO ROOF. SEAL ALL SLAB JOINTS AND OPENINGS. CONTRACTOR SHOULD DISCUSS RADON TESTING WITH HOMEOWNER (AND FURTHER REMEDIATION IF REQUIRED) FOLLOWING COMPLETION OF THE HOUSE.3. C. PROVIDE CONTINUOUS 4” DIA. PERFORATED PERIMETER DRAIN TILE WITH SLEEVE, 6” CRUSHED STONE ANDFILTER FABRIC COVER.3.D. PROVIDE 4’ WIDE R-10 EPS HORIZONTAL INSULATION SKIRT (SLOPED AWAY FROM FOOTING) AS SHALLOWFOOTING FROST PROTECTION AT WALKOUT SIDE OF FOUNDATION WHERE FOOTINGS ARE ABOVE MAX. FROSTDEPTH.
4. ALL 2X STRUCTURAL DIMENSION LUMBER IS TO BE S.P.F. NO. 2 GRADE OR BETTER. DESIGN AND ENGINEERINGOF PRE-ENGINEERED FLOOR AND ROOF JOIST SYSTEM IS THE RESPONSIBILITY OF THE SUPPLIER. ROUND-LOGSTRUCTURAL TIMBERS (BEAMS AND POSTS) TO BE EASTERN WHITE PINE FREE OF ROT AND DEFECTS.
5. LOG WALLS, POSTS, FRAME PARTITIONS, EXTERIOR DOOR & WINDOW OPENINGS, STAIRS, FLASHINGS,MECHANICAL AND ELECTRICAL INSTALLATIONS AND FINISHES ARE TO ALLOW FOR SETTLING OF LOG WALLS DUE TODRYING (MAX. ¾” PER FOOT OF INVOLVED WALL HEIGHT). ENSURE FULL WEATHERSEALING, AIR AND VAPOURSEALING & INSULATION AT ALL LOG JOINTS AND ALL EXTERIOR OPENINGS. AFTER SETTLING IS COMPLETE(APPROX. 4-5 YEARS FROM CONSTRUCTION), FINALIZE AIR/WEATHER SEALING AT SETTLING ALLOWANCES WITHGASKETS AND CAULK. SUBCONTRACTORS TO CONSULT WITH THE LOG CRAFTER ON REQUIRED DETAILS (SEE ALSOILBA EFFECTIVE PRACTICES AND METHODS E-BOOK).
6. THE BUILDING ENVELOPE IN GENERAL, JOINTS AND SERVICE PENETRATIONS ARE TO BE SEALED AGAINST AIRLEAKAGE CAREFULLY. A BLOWER DOOR TEST TO IDENTIFY POINTS OF AIR LEAKAGE PRIOR TO FINALIZING THEBUILDING ENVELOPE IS RECOMMENDED. A HEAT RECOVERY VENTILATOR (HRV) FOR WHOLE-HOUSE MECHANICALVENTILATION IS TO BE INSTALLED AND BALANCED AS PER MANUFACTURER’S INSTRUCTIONS, AND HOMEOWNERSHOULD BE ADVISED ON ITS CORRECT OPERATION BY THE CONTRACTOR.
7. SEE PLANS FOR WINDOW AND DOOR SIZES (FINAL SIZES TO BE CONFIRMED BY SUPPLIER). NOTE THAT ALLWINDOWS IN LOG WALLS NORMALLY REQUIRE BRICK MOULD.
SEALED SUMP PIT
Lake Clear ModelKealey Tackaberry Log Homes Ltd.
DATE: NOV. 28 2017
OPEN ABOVE
SMOKE ALARM
SMOKE ALARM
MAIN FLOOR PLAN
3SCALE: 1/4" = 1'-0"
18" X 18"LAUNDRYCHUTE
MASTER BEDROOM
WALK-IN-CLOSET
BATH
KITCHEN
DINING LIVING
ENTRY
UP DN
DN39" X 39"SHOWER
36" X 60"ISLAND
REF
UPPE
R C
ABIN
ETS
ULC/EPA-APPROVED WOODSTOVE TO BE INSTALLED AS PER
MANUFACTURER'S SPECIFICATIONSAND CODE REQUIREMENTS
28'-0
"
9'-9
"
32'-0"
6'-6" 11'-8 1/2"
7'-0
"9'
-5 1
/2"
6'-0"10'-0"6'-0" 10'-0"
38'-6"
16'-0"
6"
16'-0" 6'-6"
10'-6
"
7'-9
1/2
"7'
-6"
5'-0
"
23'-2
1/2
"
38'-6
"
6'-6"
8'-3
1/2
"
3'-2" 3'-2"
10"
3'-2
"10
"
3'-3"
14" DIA. LOG SUMMER BEAM OVER
12" D
IA. L
OG
FLO
OR
JOIS
TS @
48"
O/C
12" D
IA. L
OG
FLO
OR
JOIS
TS @
48"
O/C
DECK
PORCH
42" GUARD AS PER OBC SB-7
PROVIDE SCREWJACK AT BASE OFCENTER POST TO ADJUST FOR SETTLING
CL
CL CLCL
CL
CLCL
6"
CL
CLCLCLCL
CL CL CL
CLCL
CL CL
CL
N
32" X 60"TUB
6'-3 1/2"5'-7"
STEEL INSULATEDCHIMNEY (2" TO
COMBUSTIBLE CONSTRUCTION)
30" P
KT
32"
32" 30"
TYP. LOG POSTON SCREWJACK
TYP. LOG POST ONSCREWJACK
LOG TRUSS OVER
8X8OVER
8X8OVER
6"
CL
42" GUARD
48" V
ANIT
Y
EDG
E O
F LO
FT O
VER
2X6 WALL
6"
42" GUARDAS PER OBC SB-7
ENTRYPORCH
PORCH ROOF OVER
14'-0
" TO
C. L
. LO
G P
OST
13'-9 1/2"
3'-3
" MIN
.
TYP. 12" DIA. LOG POSTW/ SCREWJACK
MIN. 14" DIA. LOG BEAM (MIDSPAN) OVER
PORCHROOF OVER
5'-1
0"
14'-0
"
2'-4 3/4"
1'-11"
Lake Clear ModelKealey Tackaberry Log Homes Ltd.
DATE: NOV. 28 2017
CLO
SET
CLO
SET
SMOKE ALARM
SMOKE ALARM
LOFT PLAN
4SCALE: 1/4" = 1'-0"
39" X 39"SHOWER
BATHSTUDY
BEDROOM 2 OPEN TO BELOW
MEZZANINE
LIN
EN
DN
36" GUARD AS PER OBC SB-7
CENTRE LINE OF LOG WALL BELOW
6'-0" 11'-0" 6'-0" 4'-6"4'-6"
14'-0
"4'
-6 1
/2"
5'-4
1/2
"4'
-1 1
/2"
11'-1"
SMOKE ALARM
30°
30°2'-9 1/4"
2'-5 1/2" 8'-6 1/4"
3'-2"
CENTRE LINE OF LOG WALL BELOW
12" DIA. LOG POST36" GUARD SUMMER BEAM BELOW
FLOOR JOIST BELOW
14'-1
3/4
"
18" DIA. LOG RIDGEBEAM OVER
10'-0
"9'
-0"
9'-0
"
5'-0
"11
'-6"
11'-6
"
CLCL
CLCL
CL
N
2X6WALL
STEEL INSUL. CHIMNEY(2" FROM COMBUSTIBLE
CONSTRUCTION)
4/12SKIRTROOF
4/12SKIRTROOF
4/12SKIRTROOF
4'-0" OVERHANG
EXTEND 2X6 KNEEWALL OUT ONLOG WALL CANTILEVER TO SUPPORT
GABLE END OVERHANG (TYP.)
3" F
ACE
OF
KNEE
WAL
L
3" F
ACE
OF
KNEE
WAL
L 3"
GABLE DORMERS
3'-3"
CANTILEVER LOG RIDGETO SUPPORT OVERHANG
CANTILEVERLOG RIDGE
3'-3"
4/12WINDOW WELL
4/12WINDOW WELL6" 6"
3"
7-2X6POST
7-2X6POST
LVL TRIMMER& HEADER
LVL TRIMMER& HEADER
LOG RIDGEBEAM OVER
48"BIFD.
48"BIFD.
30" DOOR
30" DOOR
30" DOOR
3'-2"
PORCH ROOF BELOW
78" H. KNEEWALL
3'-0" 3'-0"