A - 1 ELEVATIONS ELEVATION 1/A1 ELEVATION 2/A1 PROJECT TITLE: CALLENDER HANDCRAFTED LOG HOME PREPARED FOR:

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1 '-" 0" -0'-4" TROY ELEVATION /A '-" 9'-" ELEVATIONS ELEVATION /A A -

2 TROY ELEVATION /A '-" 8'-" 0" ELEVATIONS -0'-4" ELEVATION /A A -

3 4 6'-0" 6'-0" 6'-0" 8'-0" 6'-0" 6'-0" 0'-0" 8'-0" 8'-0" '-8 /8" '-" '-" '-" '-9" 8'-6" " SONOTUBE PIER FROM T/O CONC. PAD FTG TO U/S OF. /" THREADED ROD " ABOVE T/O PIER EMBEDDED IN BOTTOM OF. (TYP.) CONFIRM PIER HT. W/ LOG BUILDER. OPTIONAL CONCRETE BLOCK W/ STONE VENEER OVER SONOTUBE FRAME WALL OVER PER BASEMENT (A 4) SLOPE GARAGE FLOOR MIN. /8" PER FOOT TOWARD GARAGE DOOR 8'-0" 4'-0 7/8" 4" 8'-9" '-8 7/8" 9'- /8" 4" '-8" '-0" '-0" 8" I.C.F. CONCRETE BASEMENT WALL. SEE DETAIL 4/A 4" x 0" POURED CONC. FTG. FROST WALLS U.N.O. 7'-0 /8" 5'-" '-9 /" '- /" POURED CONCRETE PAD FOOTING, REINFORCE AS REQ'D. 8" I.C.F. CONC. FDN WALL. DAMP PROOF TO GRADE. FROST WALLS W/ LESS THAN BACKFILL. 5'-" 8'-0" 9'-6" 8'-0" 4'-6" 50'-0" TROY FOUNDATION '-0" 5'-6" 8'-6" '-0" 7'-6" 0'-6" A -

4 A- 6 HAND PEELED LOG GUARDRAIL / DECK SUPPORT POST ON "Ø SONOTUBE (TYP. U.N.O.) SIDE NOTCH TO ACCEPT BUILT-UP DECK BEAM. 8'-0" ENGINEERED GLB 4 0'-0" '-" 6'-0" 6'-0" '-" 8'-0" 8'-0" SHEAR WALL: /" PLYWOOD SHEATHING EACH SIDE x8@ 6"oc FRAME WALL NAIL w/ 4" oc EDGES. 5/8" Ø ANCHOR BOLTS w/ " Ø " oc STAGGERED SD '-8" BATH OUTLINE OF ON MAIN. '-6" PROVIDE SOLID BLOCKING UNDER A- POSTS (TYP) A- LOG BEAM SUPPORTED BY LOG KNEE BRACES AND HALF ( TYP) ANCHORED TO CONC. WALL W/ (4) /" CONC. ANCHOR SCREWS EQI-SPACED. GARAGE ENTRY ROOF: ASPHALT ROOF ON 5/8" PLY ON LOG APROX. 6" oc ON LOG BEAM. LOG BEAM w/ KNEE BRACE SUPPORT 9'-0" 9'-0" ENGINEERED GLB 0 V - TO BE INTERCONNECTED EACH FLOOR. ENGINEERED GLB x 6"o.c. FRAME WALL W/ DOW /" STRUCTURAL INSULATED SHEATHING (SIS) 8d & (4) 5/8"Ø A. BOLTS 6'-0" -7/8" TJI FLOOR JOISTS INSTALL TO MANUFACTURERS' SPECS GARAGE NON LOAD BRG x6 INSULATED FRAME WALL c/w 5/8" TYPE "X" GYPSUM W.B (TYP. GARAGE INTERIOR WALL) ALL FRAMED SURFACES IN GARAGE (CEILING & WALLS) TO BE 5/8" TYPE "X" GYPSUM BD. SELF-CLOSING HR FIRE RATED w/ SMOKE SEALS UP 6 7 /4" 5 0" STORAGE FRAME STAIRS TO LOCAL CODE REQUIREMENTS WATER RESIST. GYPROC OR =AROUND ALL BATH '- 7/8" '-8" 4'- 5/8" & SHOWERS STRUCTURAL POST BSMT ENTRY BENCH w/ HOOKS OVER MECH STORAGE HW GAS FIREPLACE. CONSTRUCTION TO LOCAL CODES. NATURAL STONE VENEER OVER FRAME SURROUND GAMES ROOM SHELVES " X " WASH BASIN STRUCTURAL POST () x 6 BUILT UP POST ON CONC. PAD FTG. UNDER STAIR POST ON MAIN FLOOR. CLOSET ROD & SHELF 6'-0" ENGINEERED GLB '-8" '-8" BUNK R00M '-0" FUTURE HOT TUB RETAINING WALL SD 4 0 7/8" 5 6 /8" TROY OWNER'S STORAGE BASEMENT ENGINEERED GLB 5 6 /8" 4 0 7/8" A- A - 4

5 A- 6'-0" 6'-0" 8'-8" '-8" 8'-8" 7'-6" 8'-6" X6 X5 X4 6'-0" 4'-6" 8 7 7/8" UP 7 0" 6'-6" 5 0" 6 8 /" A- TO LOCAL BUID;DING CODES. A- X X X X 4 6'-0" 6'-0" 6'-0" 6'-0" 0'-0" 6'-0" 8'-0" '-0" 8'-0" 8'-0" CANTILEVER FLOOR JOISTS FOR BALCONY CANTILEVER FLOOR JOISTS FOR BALCONY LOG BEAM DECK BALCONY OUTLINE MASTER BEDROOM WIC RAIL & SHELF BALCONY OUTLINE LOG FLOOR JOIST (TYP U.N.O.) VENT TO OUTSIDE LOG KICKER BEAM PDR LAUNDRY LOG KICKER BEAM LOG BENCH 6 7 /4" 5 0" DN SCROLLED DOUBLE BEAM LOG FLOOR JOIST (TYP U.N.O.) DECK ARCH 6'-0" 8'-0" LOG BEAM GREAT ROOM VAULTED FORMAL ENTRY VAULTED 6'-6" RAISED HEADERS LOG FEATURE POST w/ STEEL SETTLER ZERO CLEARANCE GAS INSERT FIREPLACE w/ CULTURED STONE SURROUND DW 6'-6" LOG ENDS SCROLLED w/ T SHELF BOTTOM CHORD OF LOG TRUSS OVER STAIRS MAIN TO LOFT LOG STRINGERS w. APPROX " x " TIMBER TREADS 4'-6 /" 4'-" 4'-" 4'- /8" '-0 /8" 4'-4 /4" '-0 /8" '-9 /8" '-7 /" '-8 /8" 4'-8 /4" '-8" '-9 /8" 9'- 7/8" '-8" '-5 /4" '-9 7/8" '-4" W/D '-8" '-8" '-0" 5'- 7/8" LOG BENCH LOG FEATURE POST w/ STEEL SETTLER SCROLLED DOUBLE BEAM KITCHEN DW PANTRY 7'-7" 6'-0" LOG BENCH LOG PICNIC TABLE COV'D DECK LOG PORCH BEAM COV'D DECK PORCH BEAM BOLTED UNDER w/ STEEL SETTLER DN BOTTOM CHORD OF LOG TRUSS OVER 5 6 /8" 4 0 7/8" 8'-0" 9'-6" 8'-0" 4'-6" 50'-0" 6'-0" 6'-" '-9" 7'-7" 4'-8" '-0" '-8" 4" 5'-7 /4" 4 /4" 6'-0" 4 TROY MAIN FLOOR w/ STEEL SETTLER 5 6 /8" 4 0 7/8" 6'-0" 6'-6" 6'-6" 5'-" 7'-6" '-6" '-0" Y6 Y5 Y4 Y Y Y '-0" A- A - 6

6 A- 6'- /4" 4'- /4" 6'-0" 4" 8'-4 /8" 8'- 5/8" X6 X5 4 6'-0" 6'-0" X4 LOG HEADER A- LOG TRUSS A- X X X '-6" '-6" GUARD RAIL TO CODE BDRM # BDRM # BALCONY BALCONY GUARD RAIL TO CODE RAIL & SHELF RAIL & SHELF HDRM '-8" '-8" SD '-8" 8 7 7/8" 7 0" DN 0 V - TO BE INTERCONNECTED EACH FLOOR. BATH '-6" TEMP LINEN "x60" TUB/SHOWER FROM TOP OF LOG WALL TO BOTTOM OF GUARD RAIL TO CODE DORMER RIDGE BEAM BOLTED UNDER MAIN RIDGE BEAM TO U/S OF GUARD RAIL TO CODE OPEN LOFT OPEN TO BELOW CHIMNEY LOG HEADER STEEL FRAME ZERO CLEARANCE NATURAL GAS FIREPLACE. INSTALL TO MANU. SPECS 8'-0" 9'-6" 8'-0" 4'-6" 50'-0" TROY LOFT FLOOR 4'-6" 4'-6" X '-0" A- Y6 Y5 Y4 Y Y A - 7

7 0'-6" LOG BEAM scroll '-4 /8" TROY SECTION /A9 SECTION /A9 GENERAL NOTES. ALL ENGINEERING INSPECTIONS AND COSTS REQUIRED AT ANY TIME FOR THE BUILDING WILL BE THE SOLE RESPONSIBILITY OF THE OWNER. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE.. 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. OR BETTER. UNLESS NOTED OTHERWISE. (U.N.O.) 7. PROVIDE SMOKE DETECTORS AS REQUIRED IN BEDROOMS, OUTSIDE OF BEDROOM, TOP OF STAIRS AND AT EACH FLOOR.. AT LEAST ONE SMOKE ALARM IS TO BE LOCATED NOT MORE THAN 4" FROM THE HIGHEST POINT INSIDE THE STRUCTURE. ALL DETECTORS TO BE PERMANENTLY WIRED 0 V. INTERCONNECTED EACH FLOOR. THROUGHOUT W/ BATTERY BACK-UP. 8. PERIMETER DRAIN, IF REQUIRED, TO BE IN ACCORDANCE WITH LOCAL BUILDING CODE. 9. FLOOR JOISTS TO REST ON x6 TREATED SILL PLATE OR DOUBLE TOP PLATE. 0. x6 TREATED SILL PLATE TO BE ANCHORED TO FOUNDATION WALL USING MIN. 5/8" dia. STEEL ANCHOR BOLTS W/ " x " x /6" WASHERS SPACED NOT MORE THAN 6'-0" o.c. MAX. " FROM A CORNER, MINIMUM ANCHOR BOLTS PER SILL. SITE AND LEGAL SHALL BE SUPPLIED AND COMPLETED BY OWNER.. OWNER AND CONTRACTOR SHALL CHECK THE SPECIFICATIONS AGAINST THE BLUEPRINTS.. ACTUAL DOORS AND WINDOWS USED ON THE JOB MAY VARY IN MAKE-UP AND APPEARANCE FROM BLUEPRINT UNLESS SPECIFIED. CONFIRM WINDOW AND DOOR SUPPLIER WITH LOG BUILDER. WINDOW'S AND DOOR'S ARE NOT TO BE ORDERED UNTIL OPENING DIMENSIONS ARE CONFIRMED WITH LOG BUILDER. 4. 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. x6 TREATED WOOD SPACERS TO BE NAILED TO SUBFLOOR AT LOG WALL LOCATIONS FOR LOG WALLS TO SIT ON. A x6 TREATED WOOD SPACER WILL BE PLACED BENEATH THE x6 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. 5. OWNER TO PROVIDE x4 WOOD SPACERS WHICH ARE TO BE USED AT THE TOPS OF LOG WALLS AND LOG ROOF MEMBERS (PURLINS, RIDGE BEAMS) WHICH SUPPORT THE ROOF. (NOT APPLICABLE IF USING SIP PANEL W/ CEILING FINISHED - SEE ROOF ASSEMBLY NOTE ON LOFT FLOOR ) 6. IF REQUIRED, AN ENGINEER CERTIFIED IN THE PROJECT LOCATION, MUST COMPLETE A FULL REVIEW AND SEAL THESE DRAWINGS PRIOR TO THE APPLICATION OF ANY BUILDING PERMITS AND BEFORE THE START OF ANY CONSTRUCTION OR EXCAVATION. ENGINEER HOLDS NO LIABILITY FOR UNAUTHORIZED CHANGES MADE TO THE CONSTRUCTION DOCUMENTS THAT RESULT IN DAMAGES. SECTION A - 9

8 MIN "Ø DF(N) SELECT FLATTEN RIDGE BEAM TO ACCEPT ROOF FRAMING. 5/8 Ø NUT & TIMBER WASHER w/ ½"Ø x 4" NAIL WELDED TO NUT COUPLER 5/8" x " THREADED ROD - () PIECES ROOF RAFTERS TO SIT ON x4 WOOD SPACER (SPACER NAILED TO RIDGE WITH () " o.c..) THIS ENSURES A /4" GAP FOR FINISH CEILING TO SLIDE INTO. WOOD RAFTERS SPACED PER SOLID BLOCKING (4) 0d NAILS PER RAFTER OVERLAY. ALL DETAILS MAY NOT APPLY () 6" x /8" "GRK" SCREWS (typ.) MIN 5"Ø DF(N) SELECT (MIDSPAN) LOG RIDGE BEAM SPLICE ½" Ø WOOD DOWEL BETWEEN BEAM & POST " FROM SPLICE, BOTH SIDES COUPLER OPTION LOG RIDGE BEAM END VIEW FLATTEN RIDGE BEAM TO ACCEPT ROOF FRAMING. 9 A-0 HAND PEELED LOG RIDGE BEAM. HAND PEELED LOG POST HAND PEELED LOG BEAM, JOIST OR TOP OF LOG WALL TOENAIL w/ /8" Ø "GRK" SCREWS (or equal) 4" LONG USE () - AT TOP OF POST AND USE () AT BOTTOM OF POST. (IF SEISMIC) /" x 8" SQUARE DOWEL POSITIONED IN CIRCULAR HOLE.S AT TOP AND BOTTOM OF POST. TO BEAM DETAIL TRUSS DIAGONAL CHORD HORIZONTAL TRUSS MEMBER TO HAVE MIN. " dp. x 8" wide MORTISE TO ACCEPT TENON OF DIAGONAL CHORD BOTTOM CHORD LOG ENDS SQUARED. MIN. 8"x8" END VIEW '-0" MIN. TOP VIEW "MIN. 0"MIN. TRUSS DIAGONAL CHORD DIAGONAL CHORD TO CONNECT w/ " DEEP TENON FRONT VIEW BOTTOM CHORD HANGING POST DIAGONAL CHORD w/ END SQUARED END VIEW MORTISE w/ "dp. x 8"wide TENON LOG ENDS SQUARED. MIN. 8"x8" DIAGONAL CHORD "MIN. LOG RIDGE BEAM '-0"MIN. HANGING POST FRONT VIEW LOG RIDGE BEAM SPLICE ½" Ø WOOD DOWEL BETWEEN BEAM & POST " FROM SPLICE, BOTH SIDES () SIMPSON ST64 STRAP TIES. INSTALL TO MANUFACTURER'S SPEC'S. STRAP TIE OPTION END VIEW RIDGE BLOCKING REQUIRED IF SEISMIC RIDGE BEAM BATT INSULATION POLY. VAPOUR BARRIER ROOF CHOICE MATERIALS TO T & G PANEL ROOFING FELT TO LOCAL CODE 5/8" CDX PLYWOOD SHEATHING " AIR SPACE RAFTERS PER BY-PASSED AND NAILED TROY A-0 HANGING TRUSS CONNECTION DETAIL (N.T.S.) 6 A-0 RIDGE BEAM SPLICE CONNECTION DETAIL 0 A-0 ROOF SYSTEM - RIDGE DETAIL (PLYWOOD SHEATHING) A-0 0d 6" o.c. LOG HEADER PER TOP PLATE OF FRAME WALL NAILED TO FLATENED U/S LOG HEADER w/ 6" o.c. x 6 STUD WALL AND INSULATION HAND PEELED. SIDES FLATTENED FOR FRAMED WALL EXTERIOR FINISH TO CLIENTS SPECS. BUILDING PAPER PLYWOOD SHEATHING. ROOF SHEATHING 8d 6" o.c. TJI BLOCKING TJI RAFTERS PER 8d 6" o.c. x 0 LEDGER w/ () 6d NAILS PER STUD ROOF SHEATHING x 0 OVER-FRAMING RAFTERS ROOF SHEATHING EXPANSION FOAM GASKET x6 WALL STUD AND INSULATION A/V BARRIER TJI RAFTERS PER /4" x 7/8" LSL LEDGER w/ () 6d NAILS PER STUD. ROOF OVERFRAME DETAIL CIRCULAR HOLE AT TOP OF POST TO ACCOMMODATE SQUARE WOOD DOWEL. OTHER END OF DOWEL INSERTS INTO LOG HEADER. INTERIOR WALL FINISH TO LOG WALL BELOW 4 A-0 CONNECT RAFTERS TO TOP OF LOG WALL/BEAM W/ CONVENTIONAL NAILING PLUS SIMPSON A5 AT EACH BLOCKING BETWEEN RAFTERS (NAIL TO BLOCKING AND SCREW W/ ½" GRK (or equal) or W/ ½"" #8 WOOD SCREWS INTO LOG. RAFTERS SIT ON x4 WOOD SPACER. PROVIDING A /4" GAP FOR CEILING FINISH TO SLIDE INTO VAPOUR BARRIER TO RUN BETWEEN SPACER AND INSULATION HAND PEELED LOG WALL WOOD RAFTERS SPACED AS PER METAL FLASHING AS REQ'D (TYP.) ROOFING TO LOFT EXT. FRAME WALL OVER MAIN FLOOR LOG WALL ZERO-CLEARANCE FLUE INSIDE CHIMNEY CONC. CAP SLOPED TO PERIMETER COSMETIC FIREPLACE SECURED TO ROOF 5" MIN. R 5/8" CDX PLYWOOD SHEATHING & 5# ROOFING FELT w. EXTERIOR ROOF FINISH TO CLIENTS SPECS OVER. SOLID WOOD BLOCKING. DEPTH EQUAL TO RAFTER DEPTH, W/ NOTCHES CUT FOR VENTING. WOOD FASCIAS LOG WALL/ROOF INTERSECTION DETAIL (PLYWOOD SHEATHING) x BLOCKING TO SUPPORT FLUE BETWEEN RAFTERS INSTALL FIREPLACE. TO MANUFACTURERS SPECS AND TO LOCAL CODE CRICKET AS REQ'D. TRIM BOARD TO COVER SETTLING SPACE AROUND FREE- STANDING CHIMNEY. BOARD TO SLIDE OVER CULTURED STONE CULTURED STONE FIREPLACE FINISH TO DOW /" STRUCTURAL INSULATED SHEATHING (SIS) NAIL 4"/". NAILED TO DOUBLE TOP PLATE w/ 6" o.c. AND LAPPED AND NAILED TO WOOD RAFTER w/ 6" o.c. 7 A-0 INSTALL FIREPLACE. TO MANUFACTURERS SPECS AND TO LOCAL CODE X BLOCKING TO SUPPORT FLUE. ROOFING MATERIAL TO ROOF PER EXT. PLYWOOD SHEATHING ON FRAMED & INSULATED GABLE WALL INTERIOR GYPSUM WALL BOARD OR OTHER PER EXTERIOR GABLE WALL DETAIL (NAILING TO ROOF & LOG WALL) BOTTOM PLATE OF FRAME WALL NAILED TO FLATENED TOP LOG OF WALL w/ 6" o.c. COSMETIC FIREPLACE SECURED TO ROOF. ZERO-CLEARANCE FLUE INSIDE CHIMNEY STRUCTURE TO BE FREE STANDING FROM ALL BLDG STRUCTURE TO ALLOW FOR LOG SETTLING. SLIP-FLASHING, FLASHING AND CRICKET AS REQUIRED. OPTIONAL TRIM BOARD TO HIDE MIN. 5" SETTLING SPACE OF LOG WALL/ ROOF STRUCTURE AROUND FREESTANDING CHIMNEY. FIREPLACE FINISH TO LOFT FLOOR PER CONNECT VALLEY TO LOG RIDGE W/ () HGAM0 SIMPSON GUSSET ANGLES PER VALLEY. TYP. CONNECT LOG BEAMS AND LOG POST W/ /" x 8" SQUARE DOWEL POSITIONED IN CIRCULAR HOLE & /8" Ø GRK SCREWS. A-0 TIMBER VALLEY RAFTER PER LOG WALL VALLEY PER VALLEY RAFTER INTERSECTION DETAIL PERSPECTIVE VIEW AT EACH CORNER USE () - /8" Ø GRK SCREWS (or equal) TOENAILED THROUGH VALLEY TO LOG WALL MIN " PENETRATION DETAILS N.T.S. A-0 STANDARD RANCH DORMER CORNER POST/ WALL FRAMING INTERSECTION 5 A-0 ZERO-CLEARANCE CHIMNEY/ROOF INTERSECTION DETAIL (SETTLING) 8 A-0 ZERO-CLEARANCE CHIMNEY/ROOF INTERSECTION W/ TRIM DETAIL A-0 VALLEY LOG WALL DETAIL A - 0

9 SIMPSON HGLT. ALL DETAILS MAY NOT APPLY LOG FLOOR JOIST MIN. 5" SETTLING SPACE FINISH CEILING TO CLIENTS SPECS. x6 WOOD NAILER GYPSUM BOARD TOP OF FRAME WALL IS LOCATED MIN. 5" FROM BOTTOM OF LOWEST LOG JOIST. LOG JOIST W/ FLOOR FRAMING OVER x6 WOOD PLATE W/ /4" GYPSUM ON BOTH SIDES. USE x8 PLATE IF WALL BELOW IS x6. SETTLING SPACE BETWEEN TRIM AND TOP OF CUT BATT INSULATION AND SETTLING SPACE HEADER LOG /4" THICK SETTLING CROWN WINDOW HEAD JAMB BEAM PER A- A- LOFT FLOOR FRAMING PER MIN. 5" SETTLING SPACE 5/8" dia. x 6" l. LAG BOLT (MIN. 7" " o.c. TO SLIDE THRU DOUBLE PLATE OF FRAMED WALL. LOFT FLOOR SUBFLOOR (SEE S FOR FLOOR BUILD-UP) x4 WOOD TOP PLATE GYPSUM BOARD INTERIOR FRAME WALL SETTLING DETAIL WOOD BLOCKING BETWEEN JOISTS ABOVE FRAME WALL FINISH CEILING TO x6 WOOD NAILER GYPSUM BOARD x4 WOOD TOP PLATE GYPSUM BOARD INTERIOR FRAME WALL SETTLING DETAIL GYPSUM ATTACHED TO x6 PLATE ABOVE TO SIT /" BELOW GYPROC ON LOWER x4 WALL AT TIME OF SETUP. 7 A- x4/x6 STUDS AND PLATES MAIN FLOOR FRAME WALL SETTLING UNDER LOG JOISTS SPIKES LOG WALL KEYED FOR WOOD TRIM BOARD SLOT FOR SPIKE TO SLIDE WITH LOG SETTLING TOP OF DOOR MOLDINGS TO BE MIN. 5" BELOW TOP OF WALL A- A- WALL LOG - BEVEL OPTIONAL WINDOW SIDE JAMB FASTENED TO WOOD BUCK ONLY INSULATED GLASS INSULATED GLASS WINDOW HEADER DETAIL x8 WOOD BUCK WINDOW TRIM x4 KEYWAY INSULATION SURROUND WINDOW JAMB DETAIL SCREW FASTENER 6 A- 7 A- BEAM PER KEYWAY SIMPSON COLUMN CAP CCQ 0 x 0, 8 x 8 or BUILT UP POST PER GLULAM BEAM CONNECTION DETAIL - SIMPSON CONNECTORS AS REQUIRED DOOR OR WINDOW OPENING RUN ELECTRICAL WIRES IN KEYWAY BEHIND x 4 & DRILL OVER TO BOX LOCATION ELECTRICAL SWITCH DETAIL INCOMING WATER LINE AT TIME OF CONSTRUCTION A- RIGID WATER LINE ATTACHED TO LOFT FLOOR FLEXIBLE WATER LINE (OPENS DURING SETTLING) COUPLING FOR RIGID AND FLEXIBLE WATER LINE (TYP.) RIGID WATER LINE ATTACHED TO FIRST FLOOR WATER LINE SETTLING DETAIL INCOMING WATER LINE AFTER LOG WALL SETTLING 8 A- FRONT VIEW KEYWAY FOR FINISH SPIKE OR LAG TOP VIEW SIDE VIEW NOTE : DO NOT CHIP OUT LOG PIECES BETWEEN SLOTS WHERE INTERIOR FRAME WALLS INTERSECT LOG WALLS. /" WOOD TRIM BOARD - STAIN TO MATCH LOGWORK GYPSUM BOARD - BUTT UP TO WOOD TRIM BOARD FRAMED WALL/LOG WALL INTERSECTION - DRYWALL FINISH A- WINDOW TRIM INSULATED GLASS WINDOW SILL DETAIL WINDOW SILL SLOPED TO DRAIN AWAY FORM HOUSE. 8 A- PERSPECTIVE VIEW WOOD SPACER RIM JOIST FLATTEN LOG FOR FACE PLATE ELECTRICAL BOX DRILL THROUGH LOG TO INSIDE OF RIM JOIST ELECTRICAL RECEPTACLE DETAIL TROY /4" T&G PLYWOOD SUBFLOOR 4 A- 5 A- 6 A- /4" FINISH FLOOR TO CLIENTS SPECS /4" T&G DECKING NAILED TO U/S OF x JOISTS /4" WOOD SPACER NOTCH STRINGER INTO BEAM ½" GYPCRETE TOPPING LOG FLOOR JOIST ½" GYPCRETE TOPPING x6 JOISTS 6" o.c. /4" FINISH FLOOR CUT KEYWAY FOR T&G DECKING. SUBFLOOR AND FINISH FLOOR LOG BEAM x6 FLOOR JOIST LOFT FLOOR FRAMING DETAIL (GYPCRETE & /4" CEILING FINISH) LOG FLOOR JOIST ¾" ¾" 5½" ¾" ½" /4" T&G DECKING CEILING FINISH NAILED TO U/S OF x FLOOR JOISTS LOG FLOOR JOIST WITH TOP FLATTENED FOR FLOOR ASSEMBLY ABOVE. LOFT FLOOR FRAMING DETAIL /4" CEILING FINISH FLOOR JOISTS PER 5/8" dia. THREADED REDI-ROD W/ 5/8" dia. NUT & /"dia. x /6" WASHER (OR " dia. x /4" TIMBER WASHER IF REQ'D) HALF LOG STRINGER. NOTE : BOTTOM OF STRINGER RESTS ON FLOOR OR LANDING AND IS FREE TO MOVE DURING LOG SETTLING. HALF LOG STRINGER CONNECTION DETAIL TO LOFT FLOOR JOIST 9 A- 0 A- MANUFACTURED HAND RAIL. CONNECT TO TIMBER NEWEL TOP & BOTTOM OF STAIRS CONNECTION DETAIL BY RAILING MANUFACTURER 4" x " TIMBER TREAD. 48" WIDE. CONNECT TO STRINGER w/ /8" x 8" GRK FASTENERS. 5" PENETRATION. 4 PER TREAD / LOG STRINGER MANUFACTURED HAND RAIL CONNECT TO TIMBER POST - CONNECTION DETAIL BY RAILING MANUFACTURER 4" 4" LOG or TIMBER BEAM PER STAIR / HANDRAIL SECTION ½" ½" /8" Ø BOLTS c/w " dia x /8" thk WASHERS ON BOTH SIDES OF BOTH BOLTS TO SECURE POST TO x8 RIM JOIST HAND RAIL - 6" ABOVE NOSING OF TREAD BALUSTER. SPACE SUCH THAT A 4" Ø SPHERE CANNOT PASS THRU ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN ¼" NOR MORE THAN " IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. 4" SQUARE TIMBER POST (MIN.) HANDRAIL BALUSTER. SPACE SUCH THAT A 4" Ø SPHERE CANNOT PASS THRU FINISH FLOOR TO OWNERS SPECS OVER PLYWOOD SUBFLOOR or FINISH DECKING PER FLOOR JOISTS PER T&G DECKING CONNECT RIM TO END GRAIN OF LOFT JOISTS W/ () 5/6" x 6" LAG SCREWS ON ONE JOIST AT EITHER SIDE OF EACH POST. INTERIOR LOFT BALCONY RAIL or EXTERIOR DECK RAIL DETAIL FASTEN TO BEAM W/ GRK (or equal) FASTENERS. PLUG ALL HOLES W/ WOOD PLUGS GLULAM or P.T. BUILT UP BEAM PER. NOTCH FOR BEARING. 4 A- 5 A- NOTE: TO BE FIELD CUT FOR LENGTH AND DECK NOTCH MIN. " dia. CONC. FILLED SONOTUBE SITTING ON CONCRETE PAD FOOTING. 5" GUARDRAIL TO CLIENTS SPEC'S. AND LOCAL CODE WOOD T&G FINISHED DECK x DECK JOISTS PER SITTING IN METAL JOIST HANGERS PROVIDE x4 SPACER IF SOFFIT MATERIAL IS USED HAND PEELED /" dia. REDI-ROD 6" LONG. " EXTENDED ABOVE TOP OF CONC. TO DECK CONNECTION SLOTS IN BEAM FOR COLUMN "EARS" TO SLIDE INTO. ALLOW MIN 5" SETTLER SPACE AT SET UP SETTLER TO SIT BETWEEN BEAM & COLUMN - PROVIDE ACCESS TO SETTLER FOR ADJUSTMENT REMOVABLE POST SECTION FOR ACCESS TO SETTLER/HYDRAULIC JACK. STEEL SETTLER AT TOP OF LOG COLUMN 9 A- () x 0 BLOCKING W/ () TRIM STUDS EACH LEDGER LOCATION 5" x 5" x 5 5/6" LEDGER W/ 5/8" Ø THRU BOLTS 8" o.c. SIMPSON A5 TYP. A - A TJI RAFTERS /4" x 7/8" LVL " GAP BETWEEN CHIMNEY & ROOF FOR LOG SETTLEMENT CRICKET ROOF SHEATHING TJI RAFTERS DECKING PER ARCH SIMPSON IUS HANGER /4" x 4" LVL CHIMNEY W/ STONE LEDGE DETAIL /8" x 8" MS PLATE WASHER ¼" dia. HOLES FOR NAILING, 4 PLACES EACH PLATE A A SETTLER DETAIL (nts) 6" 8" " THREADED ROD WELDED TO PLATE " 6" " SIDE VIEW 8" VIEW SLIP FLASHING & WATERPROOFING BY OTHERS TO PROVIDE MIN. 5" LOG SETTLEMENT ½" dia. NF REDI-ROD 9" LONG ½" dia. NF NUT DETAILS N.T.S. A -

10 A- GALV. DRIP EDGE BROWN OR GREEN RIM JOIST PER TREATED SHEATHING OVER RIM. ANCHOR BOLT TOP ROUND OF LOG WALL 5/8" THREADED ROD (OR AS PER - USE TABLE BELOW FOR WASHER SIZES) STANDARD THREADED ROD & TIMBER WASHER SIZES (FOR NON- SEISMIC AREAS) 5/8" Ø ROD c/w /4" outside. dia. x 5/6" thk. TIMBER WASHER W/ MATCHING TOP & BOTTOM OF THREADED ROD. /4" Ø ROD c/w " out. dia. x 7/6" thk. 7/8" Ø ROD c/w /" out. dia. x 7/6" thk. " Ø ROD c/w 4" out. dia. x /" thk. LOG WALL SILL SEAL TOP AND BOTTOM OF SPACER x6 P.T. WOOD SPACER PROVIDING /4" GAP FOR FLOOR FINISH FLOOR FINISH AS PER WOOD FLOOR JOIST LOG WALLTHRU BOLT DETAIL CORNER & INTERIOR LOCATIONS - ICF TOP OF FINISH DECK TO BE " BELOW BOTTOM OF LOG WALL. DECK S TO REST ON TOP OF FINISHED DECK (IF REQ'D) 4 A- 5 A- x DECK JOISTS EXTERIOR STONE FACING PROVIDE WEEP & VENT HOLES EVERY 4" 4" BRICK LEDGE FOR STONE PLACEMENT PER ICF MANUFACTURER OR L6 x 6 x 5/6 W/ 5/8"Ø A.B.'S OR EPOXY 4" o.c. 8" ICF FOUNDATION WALL PER REINFORCED STRIP FOOTING PER FLOOR JOISTS PER ENGINEERED FLOOR BEAM PER. TOP OF BEAM FLUSH W/ BOTTOM OF JOISTS. " 4" 8" ICF EXTERIOR STONE FACADE & DECK HEIGHT DETAIL 4" THK. CONC. SLAB WOOD POST AND FTG (BSMT) METAL JOIST HANGER METAL FLASHING METAL 4"oc HORIZONTAL S.F. WALL AREA PER ANCHOR APPLY SPOT EACH ANCHOR TIE & OTHERWISE MAINTAIN ½" AIRSPACE BETWEEN VENEER UNITS AND BACKING FINISH AND SUBFLOOR PER SIMPSON COLUMN CAP STRUCTURAL TIMBER POST PER SEE & ENGINEERING SCHEDULE INSTALL STONE VENEER WITH ANCHOR TIES IN ACCORDANCE w/ UBC SECTION 006 SIMPSON COLUMN BASE AS REQ'D 9 A- 0 A- A- GALV. DRIP EDGE/CAP BROWN OR GREEN ON WOOD BLOCK /4" +/- "+/- STONE FINISH TO CLIENTS SPECS ON TRTD SHEATHING 4" BAR LAP MIN. /8" +/- w/ return DRIP CAP () CONCRETE FOUNDATION WALL PER DETAIL MAY NOT APPLY SPECIFIED FTG. DEPTH BEAM ON PRESSURE TREATED SILL PLATE MIN. /" BEARING ON CONCRETE RISE x 6" MIN. TYP. x6 TRTD WOOD SPACER PROVIDING /4" GAP FOR FLOOR FINISH 7/8" or /4" or /8" 4" BAR LAP MIN. " +/- /8" w/ return MIN. /" AIR SPACE AT SIDES AND END OF BEAM FLOOR FINISH PER SUBFLOOR PER SILL SEAL TOP & BOTTOM OF SPACER RIM JOIST 4" MAX. TYP. DRIP CAP (TYP.) DRIP CAP INSTALLATION DETAIL (N.T.S.) CONTINUOUS POURED CONCRETE FOOTING PER. STEPPED FOUNDATION FOOTING DETAIL WOOD BEAM BEAM SEAT DETAIL - FOUNDATION x 6 WOOD MUD SILL NOTE:. MAX. WALL HEIGHT = 0'-4". MAX. BACKFILL HEIGHT = 9'-0". TIE BAR TO BE IN LINE W/ VERTICAL BARS, OFFSET SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. HORIZONTAL BARS: 8" o.c. TWO BARS REQ'D AT TOP & BOTTOM OF WALL. PLACE " IN FROM TOP & BOTTOM #5 TOE BARS 4" o.c. LENGTH = 4" THK. CONC. SLAB 4 A- 5 A- " '-4" HORIZONTAL BARS: 8" o.c. TIED TO INTERIOR SIDE OF VERT. BARS. TWO BARS REQ'D AT TOP & BOTTOM OF WALL. PLACE " IN FROM TOP & BOTTOM. #5 TOE BARS 4" o.c. LENGTH = ON TOP OF LONGITUDINAL BARS 4" THK. CONC. SLAB '-8" 4'-6" 8" 5/8" '-" VERTICAL BARS: 4" o.c. FROM BOTTOM OF WALL TO " LESS THAN T/O WALL. PLACE BAR CENTER LINE 5/8 " FROM EXTERIOR FACE OF CONC. WALL PER NUDURA ICF SPECS. '-6" BACKFILL /" /" 4'-9" '-7" 4'-9" '-" '-0" 0" T/O FOOTING #5 " o.c. TIE BAR (5) #4 BARS AS SHOWN TYPICAL RETAINING WALL DETAIL (0'-4" MAX) NOTE:. MAX. WALL HEIGHT = 8'-4". MAX. BACKFILL HEIGHT =. TIE BAR TO BE IN LINE W/ VERTICAL BARS, OFFSET SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. VERTICAL BARS: 4" o.c. FROM BOTTOM OF WALL TO " LESS THAN T/O WALL. PLACE BAR CENTER LINE 5/8 " FROM EXTERIOR FACE OF CONC. WALL PER NUDURA ICF SPECS. (5) #4 BARS AS SHOWN T/O FOOTING #5 4" o.c. TYPICAL RETAINING WALL DETAIL (8'-4" MAX) LC BACKFILL LC TIE BAR. ALL DETAILS MAY NOT APPLY TROY A- A- LOG WALL /8" dia. GRK (or equal) 6" oc w/ " PENETRATION INTO -/" RIM JOIST (U.N.O.) GALV. DRIP EDGE. BROWN OR GREEN WOOD FLOOR TYP EDGE NAILING 0d@ 6"/" TREATED SHEATHING OVER RIM. 5/8" Ø AB w/ " x " x /6" WASHERS SPACED PER 8" x6 P.T. WOOD SPACER PROVIDING /4" GAP FOR FLOOR FINISH. IF USING GYP-CRETE TOPPING USE ALSO x6 P.T. BENEATH x6 (AS SHOWN) FINISH FLOOR TO ON PLYWOOD SUBFLOOR FLOOR SHEATHING PER TJI FLOOR JOIST /"w. LSL/PSL RIM JOIST (SINGLE PLY) DEPTH EQUAL TO FLOOR JOIST SIMPSON 6" oc ICF CONCRETE FDN WALL PER -/" RIM JOIST FIRST ROUND ANCHORING DETAIL OVER CONCRETE WALL - ICF /8" dia. GRK (or equal) 4" oc w/ " PENETRATION INTO -/" RIM JOIST. /4" GAP FOR FLOOR FINISH x6 P.T. WOOD SPACER & x4 P.T. IF GYP-CRETE TOPPING GALV. DRIP EDGE. BROWN OR GREEN WOOD FLOOR TYP EDGE NAILING 0d@ 6"/" x 6"o.c. FRAME WALL W/ /8" SHEATHING 8d 6"o.c. PANEL EDGES & "o.c. FIELD. 5/8"Ø A. 48"o.c. LOG WALL FINISH FLOOR TO ON PLYWOOD SUBFLOOR FLOOR SHEATHING PER TJI FLOOR JOIST /"w. LSL/PSL RIM JOIST (SINGLE PLY) DEPTH EQUAL TO FLOOR JOIST SIMPSON 6" oc 5/8" Ø THRU 48" oc TYP. U.N.O. 5/8" Ø AB w/ " x " x /6" " oc CONCRETE FDN WALL PER -/" RIM JOIST FIRST ROUND ANCHORING DETAIL OVER FRAME WALL " dia. CONCRETE FILLED SONOTUBE (u.n.o) REINFORCE w/ (4) - #4 VERTICAL & # 8"oc 6 A- 7 A- 8 A- HOOK VERTICAL REINFORCEMENT INTO FOOTING RIM JOIST PER x4 MINIMUM SQUASH BLOCK ON EACH SIDE OF "I" - JOIST. "I" - JOISTS WOOD RIM JOIST PER EXTERIOR DECKING SIMPSON LCB44 FOR -PLY or LCB66 FOR -PLY DECK BEAMS (SHIM AS REQ'D) OR OTHER CONNECTOR PER ENGINEERS SPECS CONCRETE PAD FOOTING. REINFORCE AS PER ENGINEERS' REQUIREMENTS FLOOR / DECK BEAM SUPPORT COLUMN DETAIL x6 WOOD MUD SILL FOUNDATION WALL PER "I" - JOIST SQUASH BLOCK DETAIL INTERIOR SUBFLOOR x WOOD DECK JOISTS METAL JOIST HANGER P.T. LEDGER FASTENED TO RIM JOIST W/ () /4 x " SDS SIMPSON SCREWS (OR " o.c.. STAGGERED " FROM TOP AND BOTTOM. FOUNDATION/BASEMENT WALL PER DECK JOIST/FOUNDATION WALL DETAIL STONE or BLOCK FACING TO ENLARGE FOOTING TO PROVIDE SUPPORT LEDGE FOR FACING AS REQUIED A- A- HOOK VERTICAL REINFORCEMENT INTO FOOTING 8" o.c. HORIZONTAL AND AT TOP CONC. FLOOR SLAB 4" GRANULAR FILL LAYER UNDISTURBED SUB-BASE REINFORCE PER '-0" MIN. GRAVEL FLASHING 8" 8" 8" 6" TYP. ½" dia. REDI-ROD 6" LONG. " EXTENDED ABOVE TOP OF CONCRETE. (TYP. U.N.O.) EXTERIOR FOOTING / COLUMN " dia. CONCRETE FILLED SONOTUBE or " SQUARE CONCRETE PIER. REINFORCE w/ (4) #4 VERTICAL & # 8"oc (UNO ON S) CONCRETE PAD FOOTING. REINFORCE AS PER S WATERPROOF MEMBRANE SLOPE AWAY 5% MIN 0'-6 MAX." " /4"-/4" ROUNDED DRAIN GRAVEL BACKFILL 8" INSULATED CONCRETE FORM (ICF) OR RIGID INSULATION R 4" PERFORATED PIPE IN # STONE FILTER W/ FABRIC SOCK W/ HOLES ORIENTED DOWN, DRAIN DOWN SLOPE TO DAYLIGHT WATERPROOF MEMBRANE CONTINUOUS TO TOP OF WALL TYPICAL BASEMENT / HIGH FOUNDATION CONC. WALL DETAIL 6 A- 7 A- 8 A- WALL SHEATHING ANCHOR BOLT PER FROST DEPTH (4) 5/8" dia. x 0" l. THREADED ROD INTO DRILLED HOLES W/ EPOXY SECURING STEEL KNIFE PLATE HOLD-DOWN TO CONCRETE PIER. STONE or BLOCK FACING TO ENLARGE FOOTING TO PROVIDE SUPPORT LEDGE FOR FACING AS REQUIED HOOK VERTICAL REINFORCEMENT INTO FOOTING SEE CONCRETE FOUNDATION WALL 0" 4" 0" 6" " " " " " 4" 0" 6" 4" 5" 5" () " dia. HOLES FOR /4" dia. THREADED ROD INTO. ( HOLES IN VERTICAL PLATE AND 4 HOLES INTO 4" x 0" BASE TYP.) 0" /4" STEEL PLATE x 6 6" o.c. 4" CONCRETE SLAB W/ INFLOOR HEAT SYSTEM PER 8" CONCRETE FOUNDATION WALL W/ #4 4" o.c. VERT. & () #4 BARS HORIZ. () #4 BARS CONTINUOUS (4) - /4" dia. HOLES FOR 5/8" dia. BOLTS. DRILL & EPOXY BOLTS TO CONCRETE PIER 0" KNIFE PLATE BASE BRACKET FOR TO CONCRETE PIER DETAIL (ALTERNATIVE) /4" thick x 4" wide x 0" high STEEL KNIFE PLATE HOLD-DOWN W/ 0" EMBEDDED IN. () " dia. HOLES TO SECURE TO HOLD-DOWN w/ () /4" dia. THREADED RODS. " dia. CONCRETE FILLED SONOTUBE or " SQUARE CONCRETE PIER. REINFORCE w/ (4) #4 VERTICAL & # 8"oc (UNO ON S) CONCRETE PAD FOOTING. REINFORCE AS PER S 0" KNIFE PLATE DETAIL FOR (ALTERNATIVE) DETAILS N.T.S. A -