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


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


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


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


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"


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"

lake clear model kealey tackaberry log homes ltd

Documents