NOTES:

PAGE:

DRAWN BY:

CHECKED BY:

SCALE:

DATE:

DRAWING TITLE:

PROJECT TITLE:

AMENDMENTS

PREPARED FOR:

PREPARED BY:

U.S. DIVISION

CANADA DIVISION

1/4" = 1'-0"

D. FITZEL

P.O. BOX 301PAYSON, ARIZONA

85547 - 0301UNITED STATES

PH (928) 472-8073FAX (928) 474-8991

841-A S. MACKENZIE AVE.WILLIAMS LAKE, BCV2G 3X8 CANADAPH (250) 392-5577FAX (250)- 392-5581

THEANCHORAGE

MAIN: 914 sq. ft.LOFT: 525 sq. ft.

MARCH 31 2005

3'-0" 2'-0" 1'-6"3'-0"

3'-3" 3'-3"

ALASKANLOG ENDS

12

10

412

1'-6" 2'-0" 3'-0"3'-0"

3'-3" 3'-3"

4

12

12

12

12

4

10

10

4'-0" 5'-6"

2'-0" 2'-0"

4'-0"

2'-0" 2'-0"

4'-0"1'-2"1'-2"

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.

LOG STRUCTURE SETTLING INFORMATION:

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.

TIGHTENING OF THRU-BOLTS:

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..

ADJUSTMENT OF ALL VERTICAL POSTS/STRUCTURAL POST: INTERIOR & EXTERIOR

FRONT ELEVATION RIGHT ELEVATION

REAR ELEVATIONLEFT ELEVATION

A - 1

ELEVATIONS

ELEVATIONS

NOTES:

PAGE:

DRAWN BY:

CHECKED BY:

SCALE:

DATE:

DRAWING TITLE:

PROJECT TITLE:

AMENDMENTS

PREPARED FOR:

PREPARED BY:

U.S. DIVISION

CANADA DIVISION

1/4" = 1'-0"

D. FITZEL

P.O. BOX 301PAYSON, ARIZONA

85547 - 0301UNITED STATES

PH (928) 472-8073FAX (928) 474-8991

841-A S. MACKENZIE AVE.WILLIAMS LAKE, BCV2G 3X8 CANADAPH (250) 392-5577FAX (250)- 392-5581

THEANCHORAGE

MAIN: 914 sq. ft.LOFT: 525 sq. ft.

MARCH 31 2005

7'-6

"

7'-6

"9

'-2"

GUARD RAIL TO LOCAL CODE

STRUCTURAL POST

LOG RIDGE BEAMSEE DETAIL

SHEET

LOG RIDGE BEAM

LOG DORMER BEAM SUPPORTEDBY LOG POSTS. FLATTEN BOTTOM OF

BEAM WHERE POST INTERSECTS. USEWOOD DOWEL BETWEEN

POST AND BEAM

LOFT FLOOR BUILD-UP:2x6 T&G DECKING

OVER LOG FLOOR JOISTS

LOG KICKER BEAM TOSUPPORT RAFTER TAILS

BELOW DORMER

10'-6" HIGH LOG WALLS:HAND CRAFTED, SCRIBE FITTED LOG

WALL WITH BATT INSULATION INLATERAL GROOVES AND NOTCHES.

MAIN FLOOR ASSEMBLY:FINISH FLOOR TO CLIENTS' SPECS

5/8" T&G PLYWOOD SUBFLOOR2x10 WOOD FLOOR JOISTS 16"oc

20"WIDE x 10" THICK POUREDCONCRETE FOOTING. REINFORCEAS PER ENGINEER'S REQUIREMENTS.

8" THICK CONCRETE FOUNDATION WALL. REINFORCE AS PER ENGINEER'S REQUIREMENTS.

POURED CONCRETE PAD FOOTING. REINFORCE ASPER ENGINEER'S REQUIREMENTS.

GLULAM BEAM OR3 PLY 2x10 B/U

WOOD BEAM

STAIRS MAIN TO LOFT:HALF LOG STRINGERS W/

APPROX. 3"x 11" TIMBER TREADS.

LOG POST BETWEENMAIN FLOOR & BEAM

SETTLER AT BASE W/MIN 5" SETTLING SPACE.

SOLID BLOCKING BELOWBETWEEN JOISTS

TYPICAL ROOF ASSEMBLY:METAL ROOFING, COLOR AS PER CLIENTS'SPECS2x4 WOOD STRAPPING 22"oc2x12 WOOD RAFTERS 24"ocBATT INSULATION6 MIL POLY AV BARRIERT&G WOOD PANEL

LOG DORMER BEAM SUPPORTEDBY LOG POSTS. FLATTEN BOTTOM OFBEAM WHERE POST INTERSECTS. USE WOOD DOWEL BETWEEN POST AND BEAM

LOG BEAM TO SUPPORT RAFTER TAILS BELOW DORMER

LOG POST BETWEENDECK FLOOR & BEAMSETTLER AT BASE W/MIN 5" SETTLING SPACE.SOLID BLOCKING BELOWBETWEEN JOISTS

DECKING AS PER CLIENTS'SPECS2x8 JOISTS 24"oc ON3 PLY 2x8 B/U WOOD BEAM

MIN 8" dia. CONCRETE FILLED SONOTUBESITTING ON POURED CONCRETE PAD FOOTING.REINFORCE AS PER ENGINEER'S REQUIREMENTS.

SOLIDBLOCKING

12

12

10

4

CRAWLSPACE

1A-2

1A-2

2x8

JO

ISTS

24

" oc

2x10 FLOOR JOISTS 16" oc

36

'-0"

12'-0" 12'-0"

1'-7" 10'-5" 10'-5" 1'-7"

12'-0" 3'-3" 8'-9"

11'-0"11'-0"

8'-1

0"7

'-8"

11'-6

"12

'-0"

9'-8

"8

'-0"

18'-4

"

26

'-9"

9'-3

"

4'-0

"3

'-0"

3'-6

"

24'-0" 5'-6"

12'-0" 12'-0"

8" THICK CONCRETE FOUNDATION WALL.REINFORCE AS PER ENGINEER'S DESIGN REQUIREMENTS.

20" WIDE x 10" DEEPPOURED CONCRETE FOOTING.REINFORCE AS PER ENGINEER'S DESIGN REQUIREMENTS.

POURED CONCRETE PAD FOOTING. REINFORCE AS REQUIRED.(4 PLACES)

STRUCTURAL POST

BEAM POCKET

BEAM POCKET

MIN. 8" dia. CONCRETEFILLED SONOTUBE

SITTING ON POUREDCONCRETE PAD FOOTING.

REINFORCE AS PERENGINEER'S

REQUIREMENTS.TYP ALL DECK FOOTINGS

3 -

2 X

8 B

EAM

2 X 8 JOISTS24"oc

B/U WOOD

BEAM

B/U WOOD BEAM

GL

UL

AM B

EAM

CRAWLSPACE

GENERAL NOTES ON FOUNDATIONS AND FOOTINGS

1. CONCRETE STRENGTH TO BE 2500 PSI @ 28 DAYS FOR FOOTINGS TO BE3000 psi @ 28 DAYS FOR CONCRETE SLAB.2. FOOTING DEPTH TO BELOW FROST LEVEL. CONSULT LOCAL BUILDINGDEPARTMENT FOR LOCAL FROST PENETRATION DEPTHS.3. ALL FOOTING SIZES AND REINFORCING SPECIFICATIONS ON THIS PLAN AREBASED ON A MINIMUM GROUND BEARING CAPACITY OF 1500 psf OR GREATER.4. SINCE SOILS < 11 psi CAN SWELL OR REBOUND, THE FOUNDATION AND FOOTINGSDESIGN MUST COMPLY WITH LOCAL BUILDING CODE REGULATIONS AND GOODBUILDING PRACTICES.5. ALL SONOTUBES SUPPORTING LOG POSTS TO HAVE 1 ½" dia. REDI-RODLOCATED AT THE CENTER. REDI-ROD TO BE 36" LONG AND TO PROJECTAPPROX. 12" ABOVE TOP OF SONOTUBE (U.N.O.)

GENERAL NOTES1. ALL ENGINEERING INSPECTIONS AND COSTS REQUIRED AT ANY TIME FOR THE BUILDING WILL BE THE SOLE RESPONSIBILITY OF THE OWNER2. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE.3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALEDDIMENSIONS.4. ALL WORK SHALL CONFORM TO THE CURRENT EDITION OF THE LOCALBUILDING 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 PERLIVING 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 LOCALBUILDING CODE.9. FLOOR JOISTS TO REST ON 2x6 TREATED SILL PLATE OR DOUBLE TOPPLATE.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 THEARRIVAL 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.

4" M

IN.

4" M

IN.

14 -1/2"

3" 4 1/4" 4 1/4" 3"

1 1/4

"1 1

/2"

1 1/4

"

3" 4 1/4" 4 1/4" 3"

1 1/4

"1 1

/2"

1 1/4

"

ANCHOR BOLT LOCATIONS

SOLID GLU-LAM WOOD BLOCKBETWEEN JOISTS. TYPICALLYONE BLOCK PER EVERY EIGHTFEET.

USE (4) 3/8" x 16" GRK FASTNERSTO SCREW FIRST ROUND OF LOGSTO WOOD BLOCK.

WOOD FLOOR JOIST

WOOD FLOOR JOIST

CONCRETE WALL TOP PLATE

COUPLING AS REQUIRED

CONCRETE WALL

2 - 5/8" dia. J-BOLTSPER BLOCK MIN 3" IN

BLOCK MIN 7" INCONCRETE

SOLID GLU-LAM BLOCKING BETWEEN JOISTS COUNTERSINK FOR NUT AND COUPLING AS REQUIRED.

3/4" GAP FOR FLOOR FINISH

USE (4) 3/8" x 16" GRK FASTNERSTO SCREW FIRST ROUND OF LOGS

TO WOOD BLOCK.

1x4 WOOD SPACER & 2x4 IFGYP-CRETE TOPPING

5/8" dia. ANCHOR BOLT

WOOD FLOOR JOIST

SOLID GLU-LAM WOOD BLOCKBETWEEN JOISTS. APPROX. 5 1/8" WIDEAND SAME DEPTH AS JOISTS.COUNTERSINK FORNUT AND COUPLING. PLACE AS SHOWNON FOUNDATION PLAN.

3/4" dia. NUT AND COUPLERIF REQUIRED.

GALV. DRIP EDGE. BROWNOR GREEN

FINISH FLOOR TO CLIENTS SPECS.ON PLYWOOD SUBFLOOR

LOG WALL

LOG WALL - SCREW FIRST LOG TO BLOCK USE (4) 3/8" x 16" GRK SCREWS

MIN. 6" IN BLOCK

"GRK" SPACING PATTERNFOR ANCHORING FIRST ROUND OF LOG WALL

"GRK" SPACING PATTERNFOR ANCHORING FIRST ROUND OF LOG WALL

FIRST ROUND ANCHORING DETAIL OVER CONC. FDTN. WALNOTE: USE "GRK" FASTENERS AS INDICATED

FIRST ROUND ANCHORING DETAIL OVER CONC. FDTN. WALNOTE: USE "GRK" FASTENERS AS INDICATED

FIRST ROUND ANCHORING DETAILPROVIDE ONE EVERY 8'-0" A - 2

FOUNDATION PLAN & SECTIONS

FOUNDATIONPLAN

& SECTIONS

FOUNDATION PLAN

CROSS SECTION

NOTES:

PAGE:

DRAWN BY:

CHECKED BY:

SCALE:

DATE:

DRAWING TITLE:

PROJECT TITLE:

AMENDMENTS

PREPARED FOR:

PREPARED BY:

U.S. DIVISION

CANADA DIVISION

1/4" = 1'-0"

D. FITZEL

P.O. BOX 301PAYSON, ARIZONA

85547 - 0301UNITED STATES

PH (928) 472-8073FAX (928) 474-8991

841-A S. MACKENZIE AVE.WILLIAMS LAKE, BCV2G 3X8 CANADAPH (250) 392-5577FAX (250)- 392-5581

THEANCHORAGE

MAIN: 914 sq. ft.LOFT: 525 sq. ft.

MARCH 31 2005

4'-0

"4

'-0"

4'-0

"4

'-0"

5'-0

"

8'-0

"

5'-0"4'-0"

4'-0"3'-0"

4'-0"5'-0"

3'-0"6'-8"

8'-0"

7'-0"

2'-0"6'-8"

6'-8"2'-0"

6'-8

"2

'-8"

6'-8

"2

'-8"

2'-8"6'-8"

16 R

. @ 7

" 15

T. @

10"

SDSD

DW

1A-2

1A-2

36

'-0"

4'-0

"

36

'-0"

18'-4

"8

'-0"

9'-8

"

9'-3

"10

'-3"

16'-6

"

5'-6

"7

'-2"

5'-8

"4

'-0"

4'-0

"9

'-8"

6'-0" 12'-0" 6'-0"

24'-0" 6'-0"

4'-4" 3'-10" 3'-10" 3'-3" 4'-2" 4'-7"

10'-3" 2'-6" 11'-3" 5'-6"

16'-6

"13

'-4"

6'-2

"

11'-0"

5'-6

"19

'-6"

LOG & TIMBERSTAIRS TO CODE

LOG POST w/STEEL SETTLER

LOG POST w/STEEL

SETTLERLOG POST w/

STEELSETTLER

DECK

LOG BEAM

LOG BEAM

LO

G F

LO

OR

JO

IST

VAULTED

VAULTED

DINING

KITCHEN

COV'DENTRY

LO

G K

ICK

ER

BE

AM

LO

G K

ICK

ER

BE

AM

110 V. - TO BEINTERCONNECTED

EACH FLOOR

UTILITYROOM

110 V. - TO BEINTERCONNECTED

EACH FLOOR

BEDROOM

LOG BEAM

LO

G F

LO

OR

JO

IST

GREAT ROOM

BATHDN

5'-0"3'-6"

5'-0"3'-6"

5'-0"3'-6"

3'-0

"4

'-0"

6'-8

"2

'-8"

6'-0

"6

'-8"

DN16 R. @ 7" 15 T. @ 10"

SD

1A-2

1A-2

24'-0" 5'-6"

22

'-4"

13'-8

"

4'-0

"19

'-6"

16'-6

"

9'-3

"10

'-3"

16'-6

"

6'-3" 2'-6" 3'-3" 12'-0"

5'-6

"11'-

0"

5'-2

"5

'-1"

6'-0

"6

'-0"

4'-6

"

GIARD RAIL TO CODE

EAGLECARVING

LOG POST w/ SIDESFLATTENED WHERE FRAMEWALLS TIE IN

OPENLOFT

BATH

WIC

4' RAKE

4' RAKE

4' RAKE

4' RAKE

CLOSET

STEPUP

2x6 @ 16" oc FRAME WALL OVER 2 PLY 2x12 SPF#2 & BTR RAFTERS

LO

G R

IDG

E B

EAM

LO

G D

OR

ME

R B

EAM

LO

G D

OR

ME

R B

EAM

OPEN TO

BELOW

2x12 SPF #2 & BTRRAFTERS @ 24" oc

2x12

SP

F #

2 &

BTR

RAF

TER

S @

24

" oc

MASTERBEDROOM

110 V. - TO BEINTERCONNECTED

EACH FLOOR

LOFT FLOOR ASSEMBLY:

2x6 T&G WOOD DECKINGLOG FLOOR JOISTS

LOFT PLUMBING FLOOR ASSEMBLY:

FINISH FLOOR TO CLIENTS SPECS5/8" PLYWOOD SUBFLOOR

2x8@ 16" oc JOISTS ON EDGE2x6 T&G WOOD DECKING

LOG FLOOR JOISTS

6'-0"6'-8"

6'-8"2'-8"

FLOOR PLANS

FLOORPLANS

A - 3

MAIN FLOOR PLAN LOFT FLOOR PLAN

NOTES:

PAGE:

DRAWN BY:

CHECKED BY:

SCALE:

DATE:

DRAWING TITLE:

PROJECT TITLE:

AMENDMENTS

PREPARED FOR:

PREPARED BY:

U.S. DIVISION

CANADA DIVISION

1/4" = 1'-0"

D. FITZEL

P.O. BOX 301PAYSON, ARIZONA

85547 - 0301UNITED STATES

PH (928) 472-8073FAX (928) 474-8991

841-A S. MACKENZIE AVE.WILLIAMS LAKE, BCV2G 3X8 CANADAPH (250) 392-5577FAX (250)- 392-5581

THEANCHORAGE

MAIN: 914 sq. ft.LOFT: 525 sq. ft.

MARCH 31 2005

6" M

IN.

2 x 6 WOODMUD SILL

SIMPSON BEAM SEAT

CONCRETEFOUNDATION

WALL

MIN. 1/2" AIR SPACE AT SIDESAND END OF BEAM

WOOD BEAM

WOOD FLOOR JOIST

TOP ROUND OF LOG WALL

5/8" THREADED ROD

LOG WALL

SILL SEAL TOP ANDBOTTOM OF SPACER

1x4 WOOD SPACER PROVIDING3/4" GAP FOR FLOOR FINISH

FLOOR FINISH AS PER CLIENTS SPECS.

GALV. DRIP EDGEBROWN OR GREEN

THRU-BOLTS: USE 2 3/4" x 3/8"TIMBER WASHER W/ 5/8" NUT @ TOP &

BOTTOM OF THREADED ROD

5/8" ANCHOR BOLT

WOOD FASCIAS

ROOF RAFTERS TO SIT ON1x4 WOOD SPACER. THISENSURES A 3/4" GAP FORFINISH CEILING TO SLIDE INTO

SOLID WOOD BLOCKING. DEPTHEQUAL TO JOIST DEPTH

PLYWOOD SHEATHING

HAND PEELED LOG WALLWOOD RAFTERS SPACEDAS PER PLAN

ROOF CHOICE MATERIALS TO CLIENTS SPECS.

WOOD BLOCKING BETWEEN RAFTERS

CHANNEL PROVIDED BY SPACER FOR CLG. FINISH

HAND CRAFTED, SCRIBEFITTED LOG WALL

1X4 WOOD SPACER

VAPOUR BARRIER TO RUNBETWEEN SPACER AND

INSULATION

WOOD FASCIA

HAND PEELED LOG POST WITHBASE SQUARED TO SETTLE

THROUGH DECK.

ALLOW MIN. 5" SETTLINGSPACE AT TIME OF SET UP.

2x WOOD DECK JOISTS

MIN. 8" dia. CONCRETE FILLED SONOTUBESITTING ON CONCRETE PAD FOOTING.

STEEL SETTLER SITTING ONDECK NAIL TO BLOCKING ATCORNERS.

FLOOR SUPPORT BEAM1 1/2" dia. REDI-ROD 36" LONG. 12" EXTENDEDABOVE TOP OF CONCRETE.

INTERIOR SUBFLOOR

2x WOOD DECK JOISTS

METAL JOIST HANGER

PRESSURE TREATED LEDGERBOLTED TO FRAMING

CONCRETE FOUNDATIONWALL

EXTERIOR DECKING

WOOD RIM JOIST

SIMPSON PB 66 COLUMN BASE

SEE PLAN & ENGINEERING SCHEDULE

SLAB REINFORCEMENTAS REQUIRED

ENGINEERED BEAM

SIMPSON PC 66 COLUMN CAP

6x6 PT STRUCTURAL POST

#4 HORIZONTAL @ TOP OF WALL, @MID POINT & (2) IN FOOTING COVERED BY 3" MIN. CONCRETE.

LENGTH OF REBAR STUB EQUALS 30 BAR DIAMETERS (MIN.)

CONCRETESTEM WALL

FINISHED GRADE TOSLOPE AWAY FROM

STRUCTURE

P.T. 2 x 6 WOODMUD SILL

DRAINPIPE &DRAINROCK PER

LOCAL CODE.#4 VERTICAL EVERY 48" o.c.

5/8" dia. STEEL ANCHOR BOLTS W/ 2"x2"x3/16 WASHERS, @ 48" o.c.

BEND BOTTOM OFREBAR & ALTERNATE

DIRECTION OF BEND.

BOTTOM OF FOOTINGTO BE 18" MIN. BELOWUNDISTURBED SURFACE.

WINDOW TRIM

INSULATED GLASS

WINDOW SILL

BATT INSULATION ANDSETTLING SPACE

SETTLING SPACEBETWEEN TRIM AND TOP

OF CUT

WINDOW HEAD JAMB

HEADER LOG

INSULATED GLASS

1 1/4" THICK SETTLING CROWN

WALL LOG - BEVEL OPTIONAL

SCREW FASTENER

2x8 WOOD BUCK

WINDOW TRIM

2x4 KEYWAY

INSULATION SURROUND

INSULATED GLASS

WINDOW SIDE JAMBFASTENED TO WOOD BUCK ONLY

BATT INSULATION ANDSETTLING SPACE

SETTLING SPACEBETWEEN TRIM AND TOP

OF CUT

HEADER LOG

DOOR UNIT

DOOR HEAD JAMB

1 1/4" THICK SETTLING CROWN

WALL LOG - BEVEL OPTIONAL

SCREW FASTENER

DOOR SIDE JAMBFASTENED TO WOOD BUCK ONLY

DOOR TRIM

INSULATION SURROUND

DOOR UNIT

2x8 WOOD BUCK

CUT 2"x4" KEYWAY FOR 3" x 1-1/2" x O.188" HSSTUBING HEIGHT TO MATCH LENGTH OF DOOR JAM.

KEYWAY

DOOR OR WINDOWOPENING

RUN ELECTRICAL WIRESIN KEYWAY BEHIND 2 x 4& DRILL OVER TO BOX LOCATION

FLATTEN LOG FORFACE PLATE

ELECTRICAL BOXWOOD

SPACER

RIM JOISTDRILL THROUGH LOGTO INSIDE OF RIM JOIST

WASHER

3/8" x 6" MS PLATE

THREADED RODWELDED TO PLATE

1/4" HOLES FOR NAILING,4 PLACES EACH PLATE

FLOOR JOIST

SOLID BLOCKINGBETWEEN JOISTS @BELOW SETTLER

LOG COLUMN

ALLOW MIN 5" SETTLERSPACE AT SET UP 1 1/2" NF REDI-ROD 9"LONG

1 1/2" NF NUT

HANDRAIL TOTERMINATEAT POST

1/2 LOG STRINGER

3" x 11" TIMBERTREAD

HANDRAIL TO BE 36" ABOVE NOSING OF TREAD. BALUSTERS TO BE SPACED SUCH THAT A 4" Ø SPHERE CANNOT PASS THRU

3/4" FINISH FLOOR

3/4" SUBFLOOR2x8 JOISTS 16" o.c.

1 1/2" T&G DECKING

LOG FLOOR JOIST WITH TOPFLATTENED FOR FLOORASSEMBLY ABOVE.

CUT KEYWAY FOR T&G DECKING.SUBFLOOR AND FINISH FLOOR

SPIKES

SLOT FOR SPIKE TO SLIDE WITH LOG SETTLING

SPIKE OR LAG

1/2" T&G WOOD FINISH

LOG WALL KEYED FORWALL FINISH

KEYWAY FOR FINISH

1 1/2" x 8" SQUARE DOWELPOSITIONED IN CIRCULAR HOLE..

WOOD RAFTERS SPACEDAS PER PLAN

9 - 11 NAILS PERBYPASS

HAND PEELED LOG POST

ROOF RAFTERS TO SIT ON 1x4 WOOD SPACER. THIS ENSURES A 3/4" GAP FOR FINISH CEILING TO SLIDE INTO.

SOLIDBLOCKINGIF SEISMIC

HAND PEELED LOGRIDGE BEAM.

LOG FLOOR JOIST

MIN. 5" SETTLING SPACE GYPSUM BOARD

GYPSUM BOARD

2x6 WOOD NAILER

2x4 WOOD TOP PLATE

FINISH CEILING TO CLIENTSSPECS.

LOG FLOOR JOIST WITH TOPFLATTENED FOR FLOORASSEMBLY ABOVE.

CUT KEYWAY FOR T&G DECKING.

1 1/2" T&G DECKING

BEAM POCKET DETAIL - FOUNDATION

INTERIOR LOG WALL SHEAR BOLT DETAIL

LOG WALL/ROOF INTERSECTION DETAIL

LOG WALL / ROOF INTERSECTIONLOG WALL / ROOF INTERSECTION

COVERED DECK LOG POST SETTLER DETAIL DECK JOIST/FOUNDATION WALL DETAIL

ALTERNATE INTERIOR FOOTING

TYPICAL CONCRETE STEM WALL & FOOTINGFOR CRAWL SPACES (PER C.B.C. TABLE 18-1-C)

WINDOW SILL DETAILWINDOW SILL DETAIL

WINDOW HEADER DETAIL

WINDOW JAMB DETAILWINDOW JAMB DETAIL

DOOR HEADER DETAIL

DOOR JAMB DETAIL

ELECTRICAL SWITCH DETAIL

PERSPECTIVEVIEW

ELECTRICAL RECEPTICLE DETAIL

4" 6"

1"

1"

6"

1"1" 4"

PLAN VIEW

SIDE VIEW

STEEL SETTLER UNDER LOG COLUMN

STAIR / HANDRAIL DETAIL

LOFT PLUMBING FLOOR

FRAMED WALL/LOG WALL INTERSECTIONFRAMED WALL/LOG WALL INTERSECTION

TOP VIEWTOP VIEW

FRONT VIEW SIDE VIEWFRONT VIEW SIDE VIEW

LOG RIDGE BEAM DETAIL (TYPICAL FOR TOP & BOTTOM OF ALL POSTS EXCEPT @ SETTLER LOCATIONS)LOG RIDGE BEAM DETAIL (TYPICAL FOR TOP & BOTTOM OF ALL POSTS EXCEPT @ SETTLER LOCATIONS)

INTERIOR FRAME WALL SETTLING DETAIL LOFT FLOOR FRAMING DETAIL (EXCEPT BATHROOM)

A - 4DETAILS

DETAILS