Anchorage
Content
NOTES:
12
4
12
10
3'-3"
3'-3"
3'-0"
3'-0"
2'-0"
2'-0"
AMENDMENTS
ALASKAN
LOG ENDS
2'-0" 1'-6"
1'-2"
4'-0"
1'-2"
PROJECT TITLE:
THE
ANCHORAGE
MAIN: 914 sq. ft.
LOFT: 525 sq. ft.
FRONT ELEVATION
PREPARED FOR:
RIGHT ELEVATION
12
4
12
4
PREPARED BY:
12
2'-0"
2'-0"
3'-3"
10
3'-3"
12
10
4'-0"
4'-0"
5'-6"
1'-6"
2'-0"
CANADA DIVISION
841-A S. MACKENZIE AVE.
WILLIAMS LAKE, BC
V2G 3X8 CANADA
PH (250) 392-5577
FAX (250)- 392-5581
3'-0"
3'-0"
U.S. DIVISION
P.O. BOX 301
PAYSON, ARIZONA
85547 - 0301
UNITED STATES
PH (928) 472-8073
FAX (928) 474-8991
DRAWING TITLE:
LEFT ELEVATION
REAR ELEVATION
ELEVATIONS
SCALE:
LOG STRUCTURE SETTLING INFORMATION:
1/4" = 1'-0"
TIGHTENING OF THRU-BOLTS:
THIS IS COMPLETED BY HOLDING THE BOTTOM OF THE THRU-BOLT ROD
STATIONARY, WHILE TURNING THE NUT CLOCKWISE UNTIL THE TENSION
SPRING ON THE BOTTOM OF THE TRHU-BOLT IS COMPRESSED AND
TIGHTENED. THIS NEEDS TO BE DONE TO ALL THRU-BOLTS IN THE HOME
WHEN THE HOUSE IS FIRST DELIVERED AND ABOUT EVERY THREE
MONTHS FOR THE FIRST THREE YEARS.
ADJUSTMENT OF ALL VERTICAL POSTS/STRUCTURAL POST:
INTERIOR & EXTERIOR
AS A RULE, WHEN THE THRU-BOLTS HAVE TO BE TIGHTENED ANY
EXTERIOR AND INTERIOR VERTICAL STRUCTURAL POSTS WITH SCREW
JACKS (STEEL SETTLERS) SHOULD ALSO BE ADJUSTED. THESE POSTS
WILL BE ADJUSTED BY THE SCREW JACKS ON EITHER THE TOP OR
BOTTOM. THE ADJUSTMENT SHOULD BE APPROXIMATELY THE SAME
AMOUNT AS THE THRU-BOLTS BECAUSE YOUR HOME WILL COME DOWN AN
AVERAGE AMOUNT ALL THE WAY AROUND THE EXTERIOR WALLS. AN
EXCEPTION TO THIS IS AT INTERIOR LOG WALL LOCATIONS; THE SETTLING
MAY BE INCREASED SOMEWHAT BECAUSE OF HEAT ON BOTH SIDES OF
THE WALL..
ELEVATIONS
DATE:
MARCH 31 2005
PIONEER LOG HOMES OF BRITISH COLUMBIA LTD. ASSUMES
RESPONSIBILITY FOR ARCHITECTURAL DESIGN & CONSTRUCTION OF
THE LOG WORK ONLY AS SHOWN IN THIS PLAN, PROVIDED THE LOG
WORK IS CONSTRUCTED BY PIONEER LOG HOMES OF BRITISH
COLUMBIA LTD. ALL OTHER ELEMENTS ARE TO BE APPROVED BY
LOCAL BUILDING AUTHORITIES & BUILT TO LOCAL BUILDING CODES. ANY
ENGINEERING REQUIRED & RELATED COSTS ARE THE
RESPONSIBILITY OF THE OWNER.
DRAWN BY:
D. FITZEL
CHECKED BY:
PAGE:
A-1
NOTES:
24'-0"
5'-6"
12'-0"
12'-0"
TYPICAL ROOF ASSEMBLY:
METAL ROOFING, COLOR AS PER CLIENTS'SPECS
2x4 WOOD STRAPPING 22"oc
2x12 WOOD RAFTERS 24"oc
BATT INSULATION
6 MIL POLY AV BARRIER
T&G WOOD PANEL
9'-8"
12
12
26'-9"
PROJECT TITLE:
GUARD RAIL TO LOCAL CODE
LOG KICKER BEAM TO
SUPPORT RAFTER TAILS
BELOW DORMER
36'-0"
8'-0"
10
LOFT FLOOR BUILD-UP:
2x6 T&G DECKING
OVER LOG FLOOR JOISTS
LOG BEAM TO SUPPORT
RAFTER TAILS BELOW DORMER
LOG RIDGE BEAM
10'-6" HIGH LOG WALLS:
HAND CRAFTED, SCRIBE FITTED LOG
WALL WITH BATT INSULATION IN
LATERAL GROOVES AND NOTCHES.
STAIRS MAIN TO LOFT:
HALF LOG STRINGERS W/
APPROX. 3"x 11" TIMBER TREADS.
1
A-2
MAIN FLOOR ASSEMBLY:
FINISH FLOOR TO CLIENTS' SPECS
5/8" T&G PLYWOOD SUBFLOOR
2x10 WOOD FLOOR JOISTS 16"oc
12'-0"
9'-3"
1
A-2
LOG POST BETWEEN
MAIN FLOOR & BEAM
SETTLER AT BASE W/
MIN 5" SETTLING SPACE.
SOLID BLOCKING BELOW
BETWEEN JOISTS
CRAWL
SPACE
GLULAM BEAM OR
3 PLY 2x10 B/U
WOOD BEAM
LOG POST BETWEEN
DECK FLOOR & BEAM
SETTLER AT BASE W/
MIN 5" SETTLING SPACE.
SOLID BLOCKING BELOW
BETWEEN JOISTS
9'-2"
CRAWL
SPACE
18'-4"
20" WIDE x 10" DEEP
POURED CONCRETE
FOOTING.
REINFORCE AS PER
ENGINEER'S DESIGN
REQUIREMENTS.
SOLID
BLOCKING
11'-0"
1'-7"
3'-0"
GENERAL NOTES ON
FOUNDATIONS AND FOOTINGS
3'-3"
10'-5"
8'-9"
10'-5"
12'-0"
CROSS SECTION
1'-7"
12'-0"
FOUNDATION PLAN
LOG WALL - SCREW FIRST LOG TO BLOCK
USE (4) 3/8" x 16" GRK SCREWS
MIN. 6" IN BLOCK
SOLID GLU-LAM WOOD BLOCK
BETWEEN JOISTS. TYPICALLY
ONE BLOCK PER EVERY EIGHT
FEET.
4" MIN.
1 1/4"
3" 4 1/4" 4 1/4" 3"
1 1/2"
SOLID GLU-LAM BLOCKING
BETWEEN JOISTS COUNTERSINK
FOR NUT AND COUPLING AS
REQUIRED.
1 1/4"
2 - 5/8" dia. J-BOLTS
PER BLOCK MIN 3" IN
BLOCK MIN 7" IN
CONCRETE
ANCHOR BOLT LOCATIONS
USE (4) 3/8" x 16" GRK FASTNERS
TO SCREW FIRST ROUND OF LOGS
TO WOOD BLOCK.
LOG WALL
3/4" GAP FOR FLOOR FINISH
14 -1/2"
3/4" dia. NUT AND COUPLER
IF REQUIRED.
USE (4) 3/8" x 16" GRK FASTNERS
TO SCREW FIRST ROUND OF LOGS
TO WOOD BLOCK.
WOOD FLOOR JOIST
COUPLING AS REQUIRED
CONCRETE WALL
FINISH FLOOR TO CLIENTS SPECS.
ON PLYWOOD SUBFLOOR
1x4 WOOD SPACER & 2x4 IF
GYP-CRETE TOPPING
GALV. DRIP EDGE. BROWN
OR GREEN
5/8" dia. ANCHOR BOLT
WOOD FLOOR JOIST
SOLID GLU-LAM WOOD BLOCK
BETWEEN JOISTS. APPROX. 5 1/8" WIDE
AND SAME DEPTH AS JOISTS.
COUNTERSINK FOR
NUT AND COUPLING. PLACE AS SHOWN
ON FOUNDATION PLAN.
WOOD FLOOR JOIST
CONCRETE WALL TOP PLATE
FIRST ROUND ANCHORING DETAIL
PROVIDE ONE EVERY 8'-0"
FOUNDATION PLAN & SECTIONS
"GRK" SPACING PATTERN
FOR ANCHORING FIRST ROUND OF LOG WALL
CANADA DIVISION
841-A S. MACKENZIE AVE.
WILLIAMS LAKE, BC
V2G 3X8 CANADA
PH (250) 392-5577
FAX (250)- 392-5581
GENERAL NOTES
1. CONCRETE STRENGTH TO BE 2500 PSI @ 28 DAYS FOR FOOTINGS TO BE
3000 psi @ 28 DAYS FOR CONCRETE SLAB.
2. FOOTING DEPTH TO BELOW FROST LEVEL. CONSULT LOCAL BUILDING
DEPARTMENT FOR LOCAL FROST PENETRATION DEPTHS.
3. ALL FOOTING SIZES AND REINFORCING SPECIFICATIONS ON THIS PLAN ARE
BASED ON A MINIMUM GROUND BEARING CAPACITY OF 1500 psf OR GREATER.
4. SINCE SOILS < 11 psi CAN SWELL OR REBOUND, THE FOUNDATION AND FOOTINGS
DESIGN MUST COMPLY WITH LOCAL BUILDING CODE REGULATIONS AND GOOD
BUILDING PRACTICES.
5. ALL SONOTUBES SUPPORTING LOG POSTS TO HAVE 1 ½" dia. REDI-ROD
LOCATED AT THE CENTER. REDI-ROD TO BE 36" LONG AND TO PROJECT
APPROX. 12" ABOVE TOP OF SONOTUBE (U.N.O.)
11'-0"
12'-0"
PREPARED BY:
POURED CONCRETE PAD
FOOTING. REINFORCE AS
PER ENGINEER'S
REQUIREMENTS.
20"WIDE x 10" THICK POURED
CONCRETE FOOTING. REINFORCE
AS PER ENGINEER'S REQUIREMENTS.
3'-6"
D
WOO
B/U AM
BE
PREPARED FOR:
MIN 8" dia. CONCRETE FILLED
SONOTUBE
SITTING ON POURED CONCRETE
PAD FOOTING.
REINFORCE AS PER ENGINEER'S
REQUIREMENTS.
STRUCTURAL
POST
8" THICK CONCRETE FOUNDATION
WALL. REINFORCE AS PER
ENGINEER'S REQUIREMENTS.
4'-0"
2x8 JOISTS 24" oc
B/U
WO
BEA OD
M
MAIN: 914 sq. ft.
LOFT: 525 sq. ft.
DECKING AS PER CLIENTS'SPECS
2x8 JOISTS 24"oc ON
3 PLY 2x8 B/U WOOD BEAM
BEAM POCKET
MIN. 8" dia. CONCRETE
FILLED SONOTUBE
SITTING ON POURED
CONCRETE PAD FOOTING.
REINFORCE AS PER
ENGINEER'S
REQUIREMENTS.
TYP ALL DECK FOOTINGS
THE
ANCHORAGE
STRUCTURAL POST
GLULAM BEAM
11'-6"
8" THICK CONCRETE
FOUNDATION WALL.
REINFORCE AS PER
ENGINEER'S DESIGN
REQUIREMENTS.
2 X 8 JOISTS
24"oc
LOG DORMER BEAM SUPPORTED
BY LOG POSTS. FLATTEN BOTTOM OF
BEAM WHERE POST INTERSECTS. USE WOOD
DOWEL BETWEEN POST AND BEAM
4
7'-6"
POURED CONCRETE PAD
FOOTING. REINFORCE AS
REQUIRED.
(4 PLACES)
3 - 2 X 8 BEAM
7'-8"
LOG DORMER BEAM SUPPORTED
BY LOG POSTS. FLATTEN BOTTOM OF
BEAM WHERE POST INTERSECTS. USE
WOOD DOWEL BETWEEN
POST AND BEAM
2x10 FLOOR JOISTS 16" oc
AMENDMENTS
LOG RIDGE BEAM
SEE DETAIL
SHEET
7'-6"
8'-10"
BEAM POCKET
FIRST ROUND ANCHORING DETAIL OVER CONC. FDTN. WAL
NOTE: USE "GRK" FASTENERS AS INDICATED
1. ALL ENGINEERING INSPECTIONS AND COSTS REQUIRED AT ANY TIME
FOR THE BUILDING WILL BE THE SOLE RESPONSIBILITY OF THE OWNER
2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE.
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED
DIMENSIONS.
4. ALL WORK SHALL CONFORM TO THE CURRENT EDITION OF THE LOCAL
BUILDING CODE.
5. INFORMATION CONTAINED ON THESE DRAWINGS SHALL BE AT THE
DISCRETION OF THE CONTRACTOR PROVIDED IT MEETS WITH THE ABOVE
REQUIREMENTS AND REPRESENTS SOUND BUILDING PRACTICE.
6. ALL DIMENSIONAL LUMBER TO BE SPF No. 2 OR BETTER . UNLESS
NOTED OTHERWISE. (U.N.O.)
7. PROVIDE SMOKE DETECTORS AS REQUIRED, PREFERABLY ONE PER
LIVING SPACE. AT LEAST ONE SMOKE ALARM IS TO BE LOCATED NOT
MORE THAN 24" FROM THE HIGHEST POINT INSIDE THE STRUCTURE. ALL
DETECTORS TO BE PERMANENTLY WIRED 110 V. INTERCONNECTED EACH
FLOOR.W/ BATTERY BACK-UP.
8. PERIMETER DRAIN, IF REQUIRED, TO BE IN ACCORDANCE WITH LOCAL
BUILDING CODE.
9. FLOOR JOISTS TO REST ON 2x6 TREATED SILL PLATE OR DOUBLE TOP
PLATE.
10. 2x6 TREATED SILL PLATE TO BE ANCHORED TO FOUNDATION WALL
USING MIN. 5/8" dia. STEEL ANCHOR BOLTS W/ 2" x 2" x 3/16" WASHERS
SPACED NOT MORE THAN 4'-0" o.c..
11. SITE PLAN AND LEGAL SHALL BE SUPPLIED AND COMPLETED BY
OWNER.
12. OWNER AND CONTRACTOR SHALL CHECK THE SPECIFICATIONS AGAINST
THE BLUEPRINTS.
13. ACTUAL DOORS AND WINDOWS USED ON THE JOB MAY VARY IN
MAKE-UP AND APPEARANCE FROM BLUEPRINT UNLESS SPECIFIED.
14. OWNER TO ENSURE THAT THE FOLLOWING IS COMPLETE PRIOR TO THE
ARRIVAL OF THE LOG PACKAGE. FIRST FLOOR FRAMING TO BE COMPLETE
AND SUBFLOOR INSTALLED. 1x4 WOOD SPACERS TO BE NAILED TO
SUBFLOOR AT LOG WALL LOCATIONS FOR LOG WALLS TO SIT ON. A 2x4
WOOD SPACER WILL BE USED IN ADDITION TO THE 1x4 IF A POURED
CONCRETE TOPPING FOR HEATING IS TO BE USED ON THE FIRST FLOOR.
ALL EXTERIOR WOOD SPACERS TO HAVE SILL SEAL ABOVE AND BELOW
WITH A GALVANIZED DRIP EDGE ABOVE THE WOOD SPACERS AND SILL
SEAL. THIS DRIP EDGE TO BE BROWN, GREEN, COLORED OR COPPER.
15. OWNER TO PROVIDE 1x4 WOOD SPACERS WHICH ARE TO BE USED AT
THE TOPS OF LOG WALLS AND LOG ROOF MEMBERS (PURLINS, RIDGE
BEAMS) WHICH SUPPORT THE ROOF.
U.S. DIVISION
P.O. BOX 301
PAYSON, ARIZONA
85547 - 0301
UNITED STATES
PH (928) 472-8073
FAX (928) 474-8991
DRAWING TITLE:
FOUNDATION
PLAN
& SECTIONS
SCALE:
1/4" = 1'-0"
DATE:
MARCH 31 2005
DRAWN BY:
D. FITZEL
CHECKED BY:
PAGE:
A-2
NOTES:
AMENDMENTS
24'-0"
12'-0"
4'-2"
3'-0"
4'-0"
VAULTED
4'-6"
13'-8"
PREPARED FOR:
2'-8"
6'-8"
CLOSET
10'-3"
5'-0"
3'-6"
19'-6"
22'-4"
5'-2"
PREPARED BY:
2x6 @ 16" oc FRAME WALL OVER
2 PLY 2x12 SPF#2 & BTR RAFTERS
1
A-2
1
A-2
OPEN
TO
BELOW
9'-3"
4'-0"
5'-0"
16'-6"
6'-0"
5'-0"
3'-6"
6'-0"
5'-6"
8'-0"
2'-8" STEP
6'-8" UP
10'-3"
5'-8"
BATH
MAIN: 914 sq. ft.
LOFT: 525 sq. ft.
5'-1"
16'-6"
110 V. - TO BE
INTERCONNECTED
EACH FLOOR
OPEN
LOFT
18'-4"
VAULTED
SD
THE
ANCHORAGE
5'-0"
3'-6"
GIARD RAIL TO
CODE
LOG BEAM
DINING
MASTER
BEDROOM
4'-0"
LOG DORMER BEAM
11'-0"
9'-8"
16'-6"
9'-8"
LOG KICKER BEAM
6'-0"
6'-8"
4'-0"
3'-0"
9'-3"
GREAT
ROOM
LOG POST w/
STEEL
SETTLER
WIC
7'-2"
19'-6"
LOG FLOOR JOIST
13'-4"
6'-2"
KITCHEN
LOG POST w/
STEEL
SETTLER
4'-0"
5'-0"
1
A-2
LOG BEAM
DW
16 R. @ 7"
15 T. @ 10"
LOG POST w/
STEEL
SETTLER
DN
3'-0"
6'-8"
36'-0"
LOG BEAM
COV'D
ENTRY
4'-0"
2'-8"
6'-8"
LOG &
TIMBER
STAIRS
TO CODE
110 V. - TO BE
INTERCONNECTED
EACH FLOOR
PROJECT TITLE:
LOG POST w/ SIDES
FLATTENED WHERE FRAME
WALLS TIE IN
5'-6"
5'-6"
36'-0"
BATH
SD
2'-8"
6'-8"
110 V. - TO BE
INTERCONNECTED
EACH FLOOR
LOG FLOOR JOIST
2'-0"
6'-8"
SD
2'-8"
6'-8"
LOG KICKER BEAM
11'-0"
16'-6"
UTILITY
ROOM
BEDROOM
12'-0"
4'-7"
16 R. @ 7"
15 T. @ 10"
2'-0"
6'-8"
3'-3"
2x12 SPF #2 & BTR
RAFTERS @ 24" oc
3'-3"
2'-6"
4'-0"
4'-0"
3'-10"
4'-0"
4'-0"
3'-10"
6'-3"
6'-0"
5'-6"
DN
4'-4"
24'-0"
5'-6"
LOG DORMER BEAM
6'-0"
11'-3"
6'-0"
6'-8"
2'-6"
LOG RIDGE BEAM
10'-3"
6'-0"
1
A-2
CANADA DIVISION
841-A S. MACKENZIE AVE.
WILLIAMS LAKE, BC
V2G 3X8 CANADA
PH (250) 392-5577
FAX (250)- 392-5581
2x12 SPF #2 & BTR
RAFTERS @ 24" oc
8'-0"
7'-0"
8'-0"
5'-0
"
4'-0"
4'-0"
U.S. DIVISION
4' R
AKE
P.O. BOX 301
PAYSON, ARIZONA
85547 - 0301
UNITED STATES
PH (928) 472-8073
FAX (928) 474-8991
AKE
4' R
4' R
AKE
AKE
4' R
DECK
LOFT FLOOR ASSEMBLY:
DRAWING TITLE:
FLOOR
PLANS
2x6 T&G WOOD DECKING
LOG FLOOR JOISTS
LOFT PLUMBING FLOOR ASSEMBLY:
EAGLE
CARVING
MAIN FLOOR PLAN
LOFT FLOOR PLAN
FINISH FLOOR TO CLIENTS SPECS
5/8" PLYWOOD SUBFLOOR
2x8@ 16" oc JOISTS ON EDGE
2x6 T&G WOOD DECKING
LOG FLOOR JOISTS
SCALE:
1/4" = 1'-0"
DATE:
MARCH 31 2005
DRAWN BY:
D. FITZEL
CHECKED BY:
PAGE:
FLOOR PLANS
A-3
NOTES:
PLYWOOD SHEATHING
ROOF RAFTERS TO SIT ON
1x4 WOOD SPACER. THIS
ENSURES A 3/4" GAP FOR
FINISH CEILING TO SLIDE INTO
SOLID WOOD BLOCKING. DEPTH
EQUAL TO JOIST DEPTH
THRU-BOLTS: USE 2 3/4" x 3/8"
TIMBER WASHER W/ 5/8" NUT @ TOP &
BOTTOM OF THREADED ROD
HEADER LOG
SETTLING SPACE
BETWEEN TRIM AND TOP
OF CUT
TOP ROUND OF LOG WALL
BATT INSULATION AND
SETTLING SPACE
HEADER LOG
SETTLING SPACE
BETWEEN TRIM AND TOP
OF CUT
BATT INSULATION AND
SETTLING SPACE
1 1/4" THICK SETTLING CROWN
1 1/4" THICK SETTLING CROWN
WINDOW HEAD JAMB
5/8" THREADED ROD
DOOR HEAD JAMB
INSULATED GLASS
AMENDMENTS
DOOR UNIT
WOOD FASCIAS
HAND PEELED LOG WALL
WOOD RAFTERS SPACED
AS PER PLAN
LOG WALL/ROOF INTERSECTION DETAIL
2 x 6 WOOD
MUD SILL
WINDOW HEADER DETAIL
DOOR HEADER DETAIL
PROJECT TITLE:
LOG WALL
SIMPSON
BEAM SEAT
ROOF CHOICE MATERIALS TO
CLIENTS SPECS.
WALL LOG - BEVEL OPTIONAL
WALL LOG - BEVEL OPTIONAL
WOOD BLOCKING BETWEEN
RAFTERS
SILL SEAL TOP AND
BOTTOM OF SPACER
WOOD BEAM
CONCRETE
FOUNDATION
WALL
1x4 WOOD SPACER PROVIDING
3/4" GAP FOR FLOOR FINISH
VAPOUR BARRIER TO RUN
BETWEEN SPACER AND
INSULATION
1X4 WOOD SPACER
MIN. 1/2" AIR
SPACE AT SIDES
AND END OF BEAM
WOOD FASCIA
GALV. DRIP EDGE
BROWN OR GREEN
5/8" ANCHOR BOLT
6" MIN.
FINISHED GRADE TO
SLOPE AWAY FROM
STRUCTURE
CONCRETE
STEM WALL
5/8" dia. STEEL ANCHOR
BOLTS W/ 2"x2"x3/16
WASHERS, @ 48" o.c.
#4 HORIZONTAL @ TOP OF WALL, @MID
POINT & (2) IN FOOTING COVERED BY 3"
MIN. CONCRETE.
BOTTOM OF FOOTING
TO BE 18" MIN. BELOW
UNDISTURBED SURFACE.
HANDRAIL TO BE 36" ABOVE NOSING
OF TREAD.
BALUSTERS TO BE SPACED SUCH
THAT A 4" Ø SPHERE CANNOT
PASS THRU
DOOR JAMB DETAIL
INSULATED GLASS
HANDRAIL TO
TERMINATE
AT POST
SLOT FOR SPIKE TO
SLIDE WITH LOG
SETTLING
1/2 LOG STRINGER
HAND PEELED LOG
RIDGE BEAM.
SPIKE OR LAG
1 1/2" x 8" SQUARE DOWEL
POSITIONED IN CIRCULAR HOLE..
1/2" T&G WOOD FINISH
FRAMED WALL/LOG WALL INTERSECTION
PREPARED BY:
3" x 11" TIMBER
TREAD
KEYWAY FOR FINISH
TOP VIEW
WINDOW SILL
WINDOW TRIM
SIDE VIEW
FRONT VIEW
TYPICAL CONCRETE STEM WALL & FOOTING
FOR CRAWL SPACES (PER C.B.C. TABLE 18-1-C)
ENGINEERED BEAM
WINDOW JAMB DETAIL
ROOF RAFTERS TO SIT ON
1x4 WOOD SPACER. THIS
ENSURES A 3/4" GAP FOR
FINISH CEILING TO SLIDE
INTO.
SOLID
BLOCKING
IF SEISMIC
PREPARED FOR:
INSULATION SURROUND
WOOD RAFTERS SPACED
AS PER PLAN
#4 VERTICAL EVERY 48" o.c.
BEND BOTTOM OF
REBAR & ALTERNATE
DIRECTION OF BEND.
CUT 2"x4" KEYWAY FOR 3" x 1-1/2" x O.188" HSS
TUBING HEIGHT TO MATCH LENGTH OF DOOR JAM.
INSULATION SURROUND
LOG WALL KEYED FOR
WALL FINISH
LENGTH OF REBAR STUB
EQUALS 30 BAR
DIAMETERS (MIN.)
DRAINPIPE &
DRAINROCK PER
LOCAL CODE.
9 - 11 NAILS PER
BYPASS
SPIKES
DOOR TRIM
2x4 KEYWAY
LOG WALL / ROOF INTERSECTION
MAIN: 914 sq. ft.
LOFT: 525 sq. ft.
2x8 WOOD BUCK
WINDOW TRIM
WOOD FLOOR JOIST
INTERIOR LOG WALL SHEAR BOLT DETAIL
DOOR UNIT
2x8 WOOD BUCK
HAND CRAFTED, SCRIBE
FITTED LOG WALL
P.T. 2 x 6 WOOD
MUD SILL
SCREW FASTENER
DOOR SIDE JAMB
FASTENED TO WOOD BUCK ONLY
INSULATED GLASS
CHANNEL PROVIDED
BY SPACER FOR CLG.
FINISH
FLOOR FINISH AS
PER CLIENTS SPECS.
BEAM POCKET DETAIL - FOUNDATION
SCREW FASTENER
WINDOW SIDE JAMB
FASTENED TO WOOD BUCK ONLY
THE
ANCHORAGE
CANADA DIVISION
HAND PEELED LOG POST
LOG RIDGE BEAM DETAIL (TYPICAL FOR TOP & BOTTOM
OF ALL POSTS EXCEPT @ SETTLER LOCATIONS)
WINDOW SILL DETAIL
STAIR / HANDRAIL DETAIL
841-A S. MACKENZIE AVE.
WILLIAMS LAKE, BC
V2G 3X8 CANADA
PH (250) 392-5577
FAX (250)- 392-5581
SIMPSON PC 66 COLUMN CAP
U.S. DIVISION
DOOR OR WINDOW
OPENING
P.O. BOX 301
PAYSON, ARIZONA
85547 - 0301
UNITED STATES
PH (928) 472-8073
FAX (928) 474-8991
LOG FLOOR JOIST
6x6 PT STRUCTURAL POST
FINISH CEILING TO CLIENTS
SPECS.
SIMPSON PB 66 COLUMN BASE
SLAB REINFORCEMENT
AS REQUIRED
KEYWAY
1 1/2" T&G DECKING
2x6 WOOD NAILER
MIN. 5" SETTLING SPACE
GYPSUM BOARD
SEE PLAN &
ENGINEERING SCHEDULE
2x4 WOOD TOP PLATE
ALTERNATE INTERIOR FOOTING
GYPSUM BOARD
LOG FLOOR JOIST WITH TOP
FLATTENED FOR FLOOR
ASSEMBLY ABOVE.
6"
1"
CUT KEYWAY FOR T&G DECKING.
STEEL SETTLER SITTING ON
DECK NAIL TO BLOCKING AT
CORNERS.
INTERIOR FRAME WALL SETTLING DETAIL
4"
LOFT FLOOR FRAMING DETAIL (EXCEPT BATHROOM)
6"
1"
PLAN VIEW
FLATTEN LOG FOR
FACE PLATE
3/4" FINISH FLOOR
INTERIOR SUBFLOOR
3/4" SUBFLOOR
2x8 JOISTS 16" o.c.
1 1/2" T&G DECKING
EXTERIOR DECKING
RIM JOIST
1 1/2" dia. REDI-ROD 36" LONG. 12" EXTENDED
ABOVE TOP OF CONCRETE.
PERSPECTIVE
VIEW
MIN. 8" dia. CONCRETE FILLED SONOTUBE
SITTING ON CONCRETE PAD FOOTING.
2x WOOD DECK JOISTS
METAL JOIST HANGER
CONCRETE FOUNDATION
WALL
PRESSURE TREATED LEDGER
BOLTED TO FRAMING
DECK JOIST/FOUNDATION WALL DETAIL
ELECTRICAL BOX
1 1/2" NF REDI-ROD 9"LONG
FLOOR JOIST
WASHER
DRAWN BY:
1 1/2" NF NUT
D. FITZEL
DRILL THROUGH LOG
TO INSIDE OF RIM JOIST
LOG FLOOR JOIST WITH TOP
FLATTENED FOR FLOOR
ASSEMBLY ABOVE.
SOLID BLOCKING
BETWEEN JOISTS @
BELOW SETTLER
CUT KEYWAY FOR T&G DECKING.
SUBFLOOR AND FINISH FLOOR
LOFT PLUMBING FLOOR
ALLOW MIN 5" SETTLER
SPACE AT SET UP
DATE:
MARCH 31 2005
3/8" x 6" MS PLATE
WOOD
SPACER
WOOD RIM JOIST
COVERED DECK LOG POST SETTLER DETAIL
SCALE:
1/4" = 1'-0"
2x WOOD DECK JOISTS
DETAILS
DETAILS
1"
LOG COLUMN
ALLOW MIN. 5" SETTLING
SPACE AT TIME OF SET UP.
FLOOR SUPPORT BEAM
4"
1"
ELECTRICAL SWITCH DETAIL
HAND PEELED LOG POST WITH
BASE SQUARED TO SETTLE
THROUGH DECK.
DRAWING TITLE:
RUN ELECTRICAL WIRES
IN KEYWAY BEHIND 2 x 4
& DRILL OVER TO BOX LOCATION
ELECTRICAL RECEPTICLE DETAIL
STEEL SETTLER UNDER LOG COLUMN
1/4" HOLES FOR NAILING,
4 PLACES EACH PLATE
THREADED ROD
WELDED TO PLATE
CHECKED BY:
SIDE VIEW
PAGE:
A-4
12
4
12
10
3'-3"
3'-3"
3'-0"
3'-0"
2'-0"
2'-0"
AMENDMENTS
ALASKAN
LOG ENDS
2'-0" 1'-6"
1'-2"
4'-0"
1'-2"
PROJECT TITLE:
THE
ANCHORAGE
MAIN: 914 sq. ft.
LOFT: 525 sq. ft.
FRONT ELEVATION
PREPARED FOR:
RIGHT ELEVATION
12
4
12
4
PREPARED BY:
12
2'-0"
2'-0"
3'-3"
10
3'-3"
12
10
4'-0"
4'-0"
5'-6"
1'-6"
2'-0"
CANADA DIVISION
841-A S. MACKENZIE AVE.
WILLIAMS LAKE, BC
V2G 3X8 CANADA
PH (250) 392-5577
FAX (250)- 392-5581
3'-0"
3'-0"
U.S. DIVISION
P.O. BOX 301
PAYSON, ARIZONA
85547 - 0301
UNITED STATES
PH (928) 472-8073
FAX (928) 474-8991
DRAWING TITLE:
LEFT ELEVATION
REAR ELEVATION
ELEVATIONS
SCALE:
LOG STRUCTURE SETTLING INFORMATION:
1/4" = 1'-0"
TIGHTENING OF THRU-BOLTS:
THIS IS COMPLETED BY HOLDING THE BOTTOM OF THE THRU-BOLT ROD
STATIONARY, WHILE TURNING THE NUT CLOCKWISE UNTIL THE TENSION
SPRING ON THE BOTTOM OF THE TRHU-BOLT IS COMPRESSED AND
TIGHTENED. THIS NEEDS TO BE DONE TO ALL THRU-BOLTS IN THE HOME
WHEN THE HOUSE IS FIRST DELIVERED AND ABOUT EVERY THREE
MONTHS FOR THE FIRST THREE YEARS.
ADJUSTMENT OF ALL VERTICAL POSTS/STRUCTURAL POST:
INTERIOR & EXTERIOR
AS A RULE, WHEN THE THRU-BOLTS HAVE TO BE TIGHTENED ANY
EXTERIOR AND INTERIOR VERTICAL STRUCTURAL POSTS WITH SCREW
JACKS (STEEL SETTLERS) SHOULD ALSO BE ADJUSTED. THESE POSTS
WILL BE ADJUSTED BY THE SCREW JACKS ON EITHER THE TOP OR
BOTTOM. THE ADJUSTMENT SHOULD BE APPROXIMATELY THE SAME
AMOUNT AS THE THRU-BOLTS BECAUSE YOUR HOME WILL COME DOWN AN
AVERAGE AMOUNT ALL THE WAY AROUND THE EXTERIOR WALLS. AN
EXCEPTION TO THIS IS AT INTERIOR LOG WALL LOCATIONS; THE SETTLING
MAY BE INCREASED SOMEWHAT BECAUSE OF HEAT ON BOTH SIDES OF
THE WALL..
ELEVATIONS
DATE:
MARCH 31 2005
PIONEER LOG HOMES OF BRITISH COLUMBIA LTD. ASSUMES
RESPONSIBILITY FOR ARCHITECTURAL DESIGN & CONSTRUCTION OF
THE LOG WORK ONLY AS SHOWN IN THIS PLAN, PROVIDED THE LOG
WORK IS CONSTRUCTED BY PIONEER LOG HOMES OF BRITISH
COLUMBIA LTD. ALL OTHER ELEMENTS ARE TO BE APPROVED BY
LOCAL BUILDING AUTHORITIES & BUILT TO LOCAL BUILDING CODES. ANY
ENGINEERING REQUIRED & RELATED COSTS ARE THE
RESPONSIBILITY OF THE OWNER.
DRAWN BY:
D. FITZEL
CHECKED BY:
PAGE:
A-1
NOTES:
24'-0"
5'-6"
12'-0"
12'-0"
TYPICAL ROOF ASSEMBLY:
METAL ROOFING, COLOR AS PER CLIENTS'SPECS
2x4 WOOD STRAPPING 22"oc
2x12 WOOD RAFTERS 24"oc
BATT INSULATION
6 MIL POLY AV BARRIER
T&G WOOD PANEL
9'-8"
12
12
26'-9"
PROJECT TITLE:
GUARD RAIL TO LOCAL CODE
LOG KICKER BEAM TO
SUPPORT RAFTER TAILS
BELOW DORMER
36'-0"
8'-0"
10
LOFT FLOOR BUILD-UP:
2x6 T&G DECKING
OVER LOG FLOOR JOISTS
LOG BEAM TO SUPPORT
RAFTER TAILS BELOW DORMER
LOG RIDGE BEAM
10'-6" HIGH LOG WALLS:
HAND CRAFTED, SCRIBE FITTED LOG
WALL WITH BATT INSULATION IN
LATERAL GROOVES AND NOTCHES.
STAIRS MAIN TO LOFT:
HALF LOG STRINGERS W/
APPROX. 3"x 11" TIMBER TREADS.
1
A-2
MAIN FLOOR ASSEMBLY:
FINISH FLOOR TO CLIENTS' SPECS
5/8" T&G PLYWOOD SUBFLOOR
2x10 WOOD FLOOR JOISTS 16"oc
12'-0"
9'-3"
1
A-2
LOG POST BETWEEN
MAIN FLOOR & BEAM
SETTLER AT BASE W/
MIN 5" SETTLING SPACE.
SOLID BLOCKING BELOW
BETWEEN JOISTS
CRAWL
SPACE
GLULAM BEAM OR
3 PLY 2x10 B/U
WOOD BEAM
LOG POST BETWEEN
DECK FLOOR & BEAM
SETTLER AT BASE W/
MIN 5" SETTLING SPACE.
SOLID BLOCKING BELOW
BETWEEN JOISTS
9'-2"
CRAWL
SPACE
18'-4"
20" WIDE x 10" DEEP
POURED CONCRETE
FOOTING.
REINFORCE AS PER
ENGINEER'S DESIGN
REQUIREMENTS.
SOLID
BLOCKING
11'-0"
1'-7"
3'-0"
GENERAL NOTES ON
FOUNDATIONS AND FOOTINGS
3'-3"
10'-5"
8'-9"
10'-5"
12'-0"
CROSS SECTION
1'-7"
12'-0"
FOUNDATION PLAN
LOG WALL - SCREW FIRST LOG TO BLOCK
USE (4) 3/8" x 16" GRK SCREWS
MIN. 6" IN BLOCK
SOLID GLU-LAM WOOD BLOCK
BETWEEN JOISTS. TYPICALLY
ONE BLOCK PER EVERY EIGHT
FEET.
4" MIN.
1 1/4"
3" 4 1/4" 4 1/4" 3"
1 1/2"
SOLID GLU-LAM BLOCKING
BETWEEN JOISTS COUNTERSINK
FOR NUT AND COUPLING AS
REQUIRED.
1 1/4"
2 - 5/8" dia. J-BOLTS
PER BLOCK MIN 3" IN
BLOCK MIN 7" IN
CONCRETE
ANCHOR BOLT LOCATIONS
USE (4) 3/8" x 16" GRK FASTNERS
TO SCREW FIRST ROUND OF LOGS
TO WOOD BLOCK.
LOG WALL
3/4" GAP FOR FLOOR FINISH
14 -1/2"
3/4" dia. NUT AND COUPLER
IF REQUIRED.
USE (4) 3/8" x 16" GRK FASTNERS
TO SCREW FIRST ROUND OF LOGS
TO WOOD BLOCK.
WOOD FLOOR JOIST
COUPLING AS REQUIRED
CONCRETE WALL
FINISH FLOOR TO CLIENTS SPECS.
ON PLYWOOD SUBFLOOR
1x4 WOOD SPACER & 2x4 IF
GYP-CRETE TOPPING
GALV. DRIP EDGE. BROWN
OR GREEN
5/8" dia. ANCHOR BOLT
WOOD FLOOR JOIST
SOLID GLU-LAM WOOD BLOCK
BETWEEN JOISTS. APPROX. 5 1/8" WIDE
AND SAME DEPTH AS JOISTS.
COUNTERSINK FOR
NUT AND COUPLING. PLACE AS SHOWN
ON FOUNDATION PLAN.
WOOD FLOOR JOIST
CONCRETE WALL TOP PLATE
FIRST ROUND ANCHORING DETAIL
PROVIDE ONE EVERY 8'-0"
FOUNDATION PLAN & SECTIONS
"GRK" SPACING PATTERN
FOR ANCHORING FIRST ROUND OF LOG WALL
CANADA DIVISION
841-A S. MACKENZIE AVE.
WILLIAMS LAKE, BC
V2G 3X8 CANADA
PH (250) 392-5577
FAX (250)- 392-5581
GENERAL NOTES
1. CONCRETE STRENGTH TO BE 2500 PSI @ 28 DAYS FOR FOOTINGS TO BE
3000 psi @ 28 DAYS FOR CONCRETE SLAB.
2. FOOTING DEPTH TO BELOW FROST LEVEL. CONSULT LOCAL BUILDING
DEPARTMENT FOR LOCAL FROST PENETRATION DEPTHS.
3. ALL FOOTING SIZES AND REINFORCING SPECIFICATIONS ON THIS PLAN ARE
BASED ON A MINIMUM GROUND BEARING CAPACITY OF 1500 psf OR GREATER.
4. SINCE SOILS < 11 psi CAN SWELL OR REBOUND, THE FOUNDATION AND FOOTINGS
DESIGN MUST COMPLY WITH LOCAL BUILDING CODE REGULATIONS AND GOOD
BUILDING PRACTICES.
5. ALL SONOTUBES SUPPORTING LOG POSTS TO HAVE 1 ½" dia. REDI-ROD
LOCATED AT THE CENTER. REDI-ROD TO BE 36" LONG AND TO PROJECT
APPROX. 12" ABOVE TOP OF SONOTUBE (U.N.O.)
11'-0"
12'-0"
PREPARED BY:
POURED CONCRETE PAD
FOOTING. REINFORCE AS
PER ENGINEER'S
REQUIREMENTS.
20"WIDE x 10" THICK POURED
CONCRETE FOOTING. REINFORCE
AS PER ENGINEER'S REQUIREMENTS.
3'-6"
D
WOO
B/U AM
BE
PREPARED FOR:
MIN 8" dia. CONCRETE FILLED
SONOTUBE
SITTING ON POURED CONCRETE
PAD FOOTING.
REINFORCE AS PER ENGINEER'S
REQUIREMENTS.
STRUCTURAL
POST
8" THICK CONCRETE FOUNDATION
WALL. REINFORCE AS PER
ENGINEER'S REQUIREMENTS.
4'-0"
2x8 JOISTS 24" oc
B/U
WO
BEA OD
M
MAIN: 914 sq. ft.
LOFT: 525 sq. ft.
DECKING AS PER CLIENTS'SPECS
2x8 JOISTS 24"oc ON
3 PLY 2x8 B/U WOOD BEAM
BEAM POCKET
MIN. 8" dia. CONCRETE
FILLED SONOTUBE
SITTING ON POURED
CONCRETE PAD FOOTING.
REINFORCE AS PER
ENGINEER'S
REQUIREMENTS.
TYP ALL DECK FOOTINGS
THE
ANCHORAGE
STRUCTURAL POST
GLULAM BEAM
11'-6"
8" THICK CONCRETE
FOUNDATION WALL.
REINFORCE AS PER
ENGINEER'S DESIGN
REQUIREMENTS.
2 X 8 JOISTS
24"oc
LOG DORMER BEAM SUPPORTED
BY LOG POSTS. FLATTEN BOTTOM OF
BEAM WHERE POST INTERSECTS. USE WOOD
DOWEL BETWEEN POST AND BEAM
4
7'-6"
POURED CONCRETE PAD
FOOTING. REINFORCE AS
REQUIRED.
(4 PLACES)
3 - 2 X 8 BEAM
7'-8"
LOG DORMER BEAM SUPPORTED
BY LOG POSTS. FLATTEN BOTTOM OF
BEAM WHERE POST INTERSECTS. USE
WOOD DOWEL BETWEEN
POST AND BEAM
2x10 FLOOR JOISTS 16" oc
AMENDMENTS
LOG RIDGE BEAM
SEE DETAIL
SHEET
7'-6"
8'-10"
BEAM POCKET
FIRST ROUND ANCHORING DETAIL OVER CONC. FDTN. WAL
NOTE: USE "GRK" FASTENERS AS INDICATED
1. ALL ENGINEERING INSPECTIONS AND COSTS REQUIRED AT ANY TIME
FOR THE BUILDING WILL BE THE SOLE RESPONSIBILITY OF THE OWNER
2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE.
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED
DIMENSIONS.
4. ALL WORK SHALL CONFORM TO THE CURRENT EDITION OF THE LOCAL
BUILDING CODE.
5. INFORMATION CONTAINED ON THESE DRAWINGS SHALL BE AT THE
DISCRETION OF THE CONTRACTOR PROVIDED IT MEETS WITH THE ABOVE
REQUIREMENTS AND REPRESENTS SOUND BUILDING PRACTICE.
6. ALL DIMENSIONAL LUMBER TO BE SPF No. 2 OR BETTER . UNLESS
NOTED OTHERWISE. (U.N.O.)
7. PROVIDE SMOKE DETECTORS AS REQUIRED, PREFERABLY ONE PER
LIVING SPACE. AT LEAST ONE SMOKE ALARM IS TO BE LOCATED NOT
MORE THAN 24" FROM THE HIGHEST POINT INSIDE THE STRUCTURE. ALL
DETECTORS TO BE PERMANENTLY WIRED 110 V. INTERCONNECTED EACH
FLOOR.W/ BATTERY BACK-UP.
8. PERIMETER DRAIN, IF REQUIRED, TO BE IN ACCORDANCE WITH LOCAL
BUILDING CODE.
9. FLOOR JOISTS TO REST ON 2x6 TREATED SILL PLATE OR DOUBLE TOP
PLATE.
10. 2x6 TREATED SILL PLATE TO BE ANCHORED TO FOUNDATION WALL
USING MIN. 5/8" dia. STEEL ANCHOR BOLTS W/ 2" x 2" x 3/16" WASHERS
SPACED NOT MORE THAN 4'-0" o.c..
11. SITE PLAN AND LEGAL SHALL BE SUPPLIED AND COMPLETED BY
OWNER.
12. OWNER AND CONTRACTOR SHALL CHECK THE SPECIFICATIONS AGAINST
THE BLUEPRINTS.
13. ACTUAL DOORS AND WINDOWS USED ON THE JOB MAY VARY IN
MAKE-UP AND APPEARANCE FROM BLUEPRINT UNLESS SPECIFIED.
14. OWNER TO ENSURE THAT THE FOLLOWING IS COMPLETE PRIOR TO THE
ARRIVAL OF THE LOG PACKAGE. FIRST FLOOR FRAMING TO BE COMPLETE
AND SUBFLOOR INSTALLED. 1x4 WOOD SPACERS TO BE NAILED TO
SUBFLOOR AT LOG WALL LOCATIONS FOR LOG WALLS TO SIT ON. A 2x4
WOOD SPACER WILL BE USED IN ADDITION TO THE 1x4 IF A POURED
CONCRETE TOPPING FOR HEATING IS TO BE USED ON THE FIRST FLOOR.
ALL EXTERIOR WOOD SPACERS TO HAVE SILL SEAL ABOVE AND BELOW
WITH A GALVANIZED DRIP EDGE ABOVE THE WOOD SPACERS AND SILL
SEAL. THIS DRIP EDGE TO BE BROWN, GREEN, COLORED OR COPPER.
15. OWNER TO PROVIDE 1x4 WOOD SPACERS WHICH ARE TO BE USED AT
THE TOPS OF LOG WALLS AND LOG ROOF MEMBERS (PURLINS, RIDGE
BEAMS) WHICH SUPPORT THE ROOF.
U.S. DIVISION
P.O. BOX 301
PAYSON, ARIZONA
85547 - 0301
UNITED STATES
PH (928) 472-8073
FAX (928) 474-8991
DRAWING TITLE:
FOUNDATION
PLAN
& SECTIONS
SCALE:
1/4" = 1'-0"
DATE:
MARCH 31 2005
DRAWN BY:
D. FITZEL
CHECKED BY:
PAGE:
A-2
NOTES:
AMENDMENTS
24'-0"
12'-0"
4'-2"
3'-0"
4'-0"
VAULTED
4'-6"
13'-8"
PREPARED FOR:
2'-8"
6'-8"
CLOSET
10'-3"
5'-0"
3'-6"
19'-6"
22'-4"
5'-2"
PREPARED BY:
2x6 @ 16" oc FRAME WALL OVER
2 PLY 2x12 SPF#2 & BTR RAFTERS
1
A-2
1
A-2
OPEN
TO
BELOW
9'-3"
4'-0"
5'-0"
16'-6"
6'-0"
5'-0"
3'-6"
6'-0"
5'-6"
8'-0"
2'-8" STEP
6'-8" UP
10'-3"
5'-8"
BATH
MAIN: 914 sq. ft.
LOFT: 525 sq. ft.
5'-1"
16'-6"
110 V. - TO BE
INTERCONNECTED
EACH FLOOR
OPEN
LOFT
18'-4"
VAULTED
SD
THE
ANCHORAGE
5'-0"
3'-6"
GIARD RAIL TO
CODE
LOG BEAM
DINING
MASTER
BEDROOM
4'-0"
LOG DORMER BEAM
11'-0"
9'-8"
16'-6"
9'-8"
LOG KICKER BEAM
6'-0"
6'-8"
4'-0"
3'-0"
9'-3"
GREAT
ROOM
LOG POST w/
STEEL
SETTLER
WIC
7'-2"
19'-6"
LOG FLOOR JOIST
13'-4"
6'-2"
KITCHEN
LOG POST w/
STEEL
SETTLER
4'-0"
5'-0"
1
A-2
LOG BEAM
DW
16 R. @ 7"
15 T. @ 10"
LOG POST w/
STEEL
SETTLER
DN
3'-0"
6'-8"
36'-0"
LOG BEAM
COV'D
ENTRY
4'-0"
2'-8"
6'-8"
LOG &
TIMBER
STAIRS
TO CODE
110 V. - TO BE
INTERCONNECTED
EACH FLOOR
PROJECT TITLE:
LOG POST w/ SIDES
FLATTENED WHERE FRAME
WALLS TIE IN
5'-6"
5'-6"
36'-0"
BATH
SD
2'-8"
6'-8"
110 V. - TO BE
INTERCONNECTED
EACH FLOOR
LOG FLOOR JOIST
2'-0"
6'-8"
SD
2'-8"
6'-8"
LOG KICKER BEAM
11'-0"
16'-6"
UTILITY
ROOM
BEDROOM
12'-0"
4'-7"
16 R. @ 7"
15 T. @ 10"
2'-0"
6'-8"
3'-3"
2x12 SPF #2 & BTR
RAFTERS @ 24" oc
3'-3"
2'-6"
4'-0"
4'-0"
3'-10"
4'-0"
4'-0"
3'-10"
6'-3"
6'-0"
5'-6"
DN
4'-4"
24'-0"
5'-6"
LOG DORMER BEAM
6'-0"
11'-3"
6'-0"
6'-8"
2'-6"
LOG RIDGE BEAM
10'-3"
6'-0"
1
A-2
CANADA DIVISION
841-A S. MACKENZIE AVE.
WILLIAMS LAKE, BC
V2G 3X8 CANADA
PH (250) 392-5577
FAX (250)- 392-5581
2x12 SPF #2 & BTR
RAFTERS @ 24" oc
8'-0"
7'-0"
8'-0"
5'-0
"
4'-0"
4'-0"
U.S. DIVISION
4' R
AKE
P.O. BOX 301
PAYSON, ARIZONA
85547 - 0301
UNITED STATES
PH (928) 472-8073
FAX (928) 474-8991
AKE
4' R
4' R
AKE
AKE
4' R
DECK
LOFT FLOOR ASSEMBLY:
DRAWING TITLE:
FLOOR
PLANS
2x6 T&G WOOD DECKING
LOG FLOOR JOISTS
LOFT PLUMBING FLOOR ASSEMBLY:
EAGLE
CARVING
MAIN FLOOR PLAN
LOFT FLOOR PLAN
FINISH FLOOR TO CLIENTS SPECS
5/8" PLYWOOD SUBFLOOR
2x8@ 16" oc JOISTS ON EDGE
2x6 T&G WOOD DECKING
LOG FLOOR JOISTS
SCALE:
1/4" = 1'-0"
DATE:
MARCH 31 2005
DRAWN BY:
D. FITZEL
CHECKED BY:
PAGE:
FLOOR PLANS
A-3
NOTES:
PLYWOOD SHEATHING
ROOF RAFTERS TO SIT ON
1x4 WOOD SPACER. THIS
ENSURES A 3/4" GAP FOR
FINISH CEILING TO SLIDE INTO
SOLID WOOD BLOCKING. DEPTH
EQUAL TO JOIST DEPTH
THRU-BOLTS: USE 2 3/4" x 3/8"
TIMBER WASHER W/ 5/8" NUT @ TOP &
BOTTOM OF THREADED ROD
HEADER LOG
SETTLING SPACE
BETWEEN TRIM AND TOP
OF CUT
TOP ROUND OF LOG WALL
BATT INSULATION AND
SETTLING SPACE
HEADER LOG
SETTLING SPACE
BETWEEN TRIM AND TOP
OF CUT
BATT INSULATION AND
SETTLING SPACE
1 1/4" THICK SETTLING CROWN
1 1/4" THICK SETTLING CROWN
WINDOW HEAD JAMB
5/8" THREADED ROD
DOOR HEAD JAMB
INSULATED GLASS
AMENDMENTS
DOOR UNIT
WOOD FASCIAS
HAND PEELED LOG WALL
WOOD RAFTERS SPACED
AS PER PLAN
LOG WALL/ROOF INTERSECTION DETAIL
2 x 6 WOOD
MUD SILL
WINDOW HEADER DETAIL
DOOR HEADER DETAIL
PROJECT TITLE:
LOG WALL
SIMPSON
BEAM SEAT
ROOF CHOICE MATERIALS TO
CLIENTS SPECS.
WALL LOG - BEVEL OPTIONAL
WALL LOG - BEVEL OPTIONAL
WOOD BLOCKING BETWEEN
RAFTERS
SILL SEAL TOP AND
BOTTOM OF SPACER
WOOD BEAM
CONCRETE
FOUNDATION
WALL
1x4 WOOD SPACER PROVIDING
3/4" GAP FOR FLOOR FINISH
VAPOUR BARRIER TO RUN
BETWEEN SPACER AND
INSULATION
1X4 WOOD SPACER
MIN. 1/2" AIR
SPACE AT SIDES
AND END OF BEAM
WOOD FASCIA
GALV. DRIP EDGE
BROWN OR GREEN
5/8" ANCHOR BOLT
6" MIN.
FINISHED GRADE TO
SLOPE AWAY FROM
STRUCTURE
CONCRETE
STEM WALL
5/8" dia. STEEL ANCHOR
BOLTS W/ 2"x2"x3/16
WASHERS, @ 48" o.c.
#4 HORIZONTAL @ TOP OF WALL, @MID
POINT & (2) IN FOOTING COVERED BY 3"
MIN. CONCRETE.
BOTTOM OF FOOTING
TO BE 18" MIN. BELOW
UNDISTURBED SURFACE.
HANDRAIL TO BE 36" ABOVE NOSING
OF TREAD.
BALUSTERS TO BE SPACED SUCH
THAT A 4" Ø SPHERE CANNOT
PASS THRU
DOOR JAMB DETAIL
INSULATED GLASS
HANDRAIL TO
TERMINATE
AT POST
SLOT FOR SPIKE TO
SLIDE WITH LOG
SETTLING
1/2 LOG STRINGER
HAND PEELED LOG
RIDGE BEAM.
SPIKE OR LAG
1 1/2" x 8" SQUARE DOWEL
POSITIONED IN CIRCULAR HOLE..
1/2" T&G WOOD FINISH
FRAMED WALL/LOG WALL INTERSECTION
PREPARED BY:
3" x 11" TIMBER
TREAD
KEYWAY FOR FINISH
TOP VIEW
WINDOW SILL
WINDOW TRIM
SIDE VIEW
FRONT VIEW
TYPICAL CONCRETE STEM WALL & FOOTING
FOR CRAWL SPACES (PER C.B.C. TABLE 18-1-C)
ENGINEERED BEAM
WINDOW JAMB DETAIL
ROOF RAFTERS TO SIT ON
1x4 WOOD SPACER. THIS
ENSURES A 3/4" GAP FOR
FINISH CEILING TO SLIDE
INTO.
SOLID
BLOCKING
IF SEISMIC
PREPARED FOR:
INSULATION SURROUND
WOOD RAFTERS SPACED
AS PER PLAN
#4 VERTICAL EVERY 48" o.c.
BEND BOTTOM OF
REBAR & ALTERNATE
DIRECTION OF BEND.
CUT 2"x4" KEYWAY FOR 3" x 1-1/2" x O.188" HSS
TUBING HEIGHT TO MATCH LENGTH OF DOOR JAM.
INSULATION SURROUND
LOG WALL KEYED FOR
WALL FINISH
LENGTH OF REBAR STUB
EQUALS 30 BAR
DIAMETERS (MIN.)
DRAINPIPE &
DRAINROCK PER
LOCAL CODE.
9 - 11 NAILS PER
BYPASS
SPIKES
DOOR TRIM
2x4 KEYWAY
LOG WALL / ROOF INTERSECTION
MAIN: 914 sq. ft.
LOFT: 525 sq. ft.
2x8 WOOD BUCK
WINDOW TRIM
WOOD FLOOR JOIST
INTERIOR LOG WALL SHEAR BOLT DETAIL
DOOR UNIT
2x8 WOOD BUCK
HAND CRAFTED, SCRIBE
FITTED LOG WALL
P.T. 2 x 6 WOOD
MUD SILL
SCREW FASTENER
DOOR SIDE JAMB
FASTENED TO WOOD BUCK ONLY
INSULATED GLASS
CHANNEL PROVIDED
BY SPACER FOR CLG.
FINISH
FLOOR FINISH AS
PER CLIENTS SPECS.
BEAM POCKET DETAIL - FOUNDATION
SCREW FASTENER
WINDOW SIDE JAMB
FASTENED TO WOOD BUCK ONLY
THE
ANCHORAGE
CANADA DIVISION
HAND PEELED LOG POST
LOG RIDGE BEAM DETAIL (TYPICAL FOR TOP & BOTTOM
OF ALL POSTS EXCEPT @ SETTLER LOCATIONS)
WINDOW SILL DETAIL
STAIR / HANDRAIL DETAIL
841-A S. MACKENZIE AVE.
WILLIAMS LAKE, BC
V2G 3X8 CANADA
PH (250) 392-5577
FAX (250)- 392-5581
SIMPSON PC 66 COLUMN CAP
U.S. DIVISION
DOOR OR WINDOW
OPENING
P.O. BOX 301
PAYSON, ARIZONA
85547 - 0301
UNITED STATES
PH (928) 472-8073
FAX (928) 474-8991
LOG FLOOR JOIST
6x6 PT STRUCTURAL POST
FINISH CEILING TO CLIENTS
SPECS.
SIMPSON PB 66 COLUMN BASE
SLAB REINFORCEMENT
AS REQUIRED
KEYWAY
1 1/2" T&G DECKING
2x6 WOOD NAILER
MIN. 5" SETTLING SPACE
GYPSUM BOARD
SEE PLAN &
ENGINEERING SCHEDULE
2x4 WOOD TOP PLATE
ALTERNATE INTERIOR FOOTING
GYPSUM BOARD
LOG FLOOR JOIST WITH TOP
FLATTENED FOR FLOOR
ASSEMBLY ABOVE.
6"
1"
CUT KEYWAY FOR T&G DECKING.
STEEL SETTLER SITTING ON
DECK NAIL TO BLOCKING AT
CORNERS.
INTERIOR FRAME WALL SETTLING DETAIL
4"
LOFT FLOOR FRAMING DETAIL (EXCEPT BATHROOM)
6"
1"
PLAN VIEW
FLATTEN LOG FOR
FACE PLATE
3/4" FINISH FLOOR
INTERIOR SUBFLOOR
3/4" SUBFLOOR
2x8 JOISTS 16" o.c.
1 1/2" T&G DECKING
EXTERIOR DECKING
RIM JOIST
1 1/2" dia. REDI-ROD 36" LONG. 12" EXTENDED
ABOVE TOP OF CONCRETE.
PERSPECTIVE
VIEW
MIN. 8" dia. CONCRETE FILLED SONOTUBE
SITTING ON CONCRETE PAD FOOTING.
2x WOOD DECK JOISTS
METAL JOIST HANGER
CONCRETE FOUNDATION
WALL
PRESSURE TREATED LEDGER
BOLTED TO FRAMING
DECK JOIST/FOUNDATION WALL DETAIL
ELECTRICAL BOX
1 1/2" NF REDI-ROD 9"LONG
FLOOR JOIST
WASHER
DRAWN BY:
1 1/2" NF NUT
D. FITZEL
DRILL THROUGH LOG
TO INSIDE OF RIM JOIST
LOG FLOOR JOIST WITH TOP
FLATTENED FOR FLOOR
ASSEMBLY ABOVE.
SOLID BLOCKING
BETWEEN JOISTS @
BELOW SETTLER
CUT KEYWAY FOR T&G DECKING.
SUBFLOOR AND FINISH FLOOR
LOFT PLUMBING FLOOR
ALLOW MIN 5" SETTLER
SPACE AT SET UP
DATE:
MARCH 31 2005
3/8" x 6" MS PLATE
WOOD
SPACER
WOOD RIM JOIST
COVERED DECK LOG POST SETTLER DETAIL
SCALE:
1/4" = 1'-0"
2x WOOD DECK JOISTS
DETAILS
DETAILS
1"
LOG COLUMN
ALLOW MIN. 5" SETTLING
SPACE AT TIME OF SET UP.
FLOOR SUPPORT BEAM
4"
1"
ELECTRICAL SWITCH DETAIL
HAND PEELED LOG POST WITH
BASE SQUARED TO SETTLE
THROUGH DECK.
DRAWING TITLE:
RUN ELECTRICAL WIRES
IN KEYWAY BEHIND 2 x 4
& DRILL OVER TO BOX LOCATION
ELECTRICAL RECEPTICLE DETAIL
STEEL SETTLER UNDER LOG COLUMN
1/4" HOLES FOR NAILING,
4 PLACES EACH PLATE
THREADED ROD
WELDED TO PLATE
CHECKED BY:
SIDE VIEW
PAGE:
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