ENGINEERED TRUSSES BY MANUFACTURER [14'-7 1/4"] SECOND FLOOR CONSTRUCTION

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1 ROOF CONSTRUCTION PRE-FIN ROOF VENTS AS REQUIRED 3 YEAR ARCHITECTURAL ASPHALT SHINGLES. (7/6") OSB SHEATHING ROOF SHEATHING & H-CLIPS PRE-ENG. ROOF 60mm (") O.C. INSULATION BAFFLES EACH TRUSS SPACE R0 BLOWN-IN LOOSE FILL INSULATION 6 MIL POLY VAPOUR BARRIER.9mm (/8") TYPE 'X' FINISHED DRYWALL CEILING BOARD PAINT FINISH FASCIA & SOFFIT EAVE PROTECTION AND DRIP EDGE PRE-FIN. METAL FASCIA, SOFFIT PRE-FIN. METAL DOWNSPOUTS (") & EAVESTROUGH C/W ' FOLD-AWAYS DETERMINE DOWNSPOUT LOCATIONS ON SITE TO SUIT SITE GRADING. ENGINEERED TRUSSES BY MANUFACTURER OPTIONAL ATTIC SEPARATION (SMOKE BARRIER NOT REQ'D BY CODE). (7/6") OSB SHEATHING APPLIED DIRECTLY TO ONE SIDE OF TRUSS. TYP. TWO LOCATIONS 67 [8'- /8"] LVL TALL WALL EXTERIOR FINISH - REFER TO ELEV. AIR BARRIER (TYVEK WRAP) 9.mm(3/8") O.S.B. EXT. SHEATHING 38x0mm(x6") LVL TALL WALL c/w 38x0mm(x6") 00mm ('-0") O.C. VERTICALLY R0 BATT INSULATION 6 MIL POLY VAPOUR JOINTS) POLY ALL OPENINGS, CAULK V.B..7mm (/") FINISHED DRYWALL T/O ND SUBFLOOR HALLWAY BATHROOM HALLWAY BATHROOM HALLWAY 067 [3'-6"] 08 ['- /"] INTERIOR WALLS.7mm(/") FINISHED DRYWALL 38x89mm(x") SPRUCE CONST. 06mm(6") O.C. UNLESS OTHERWISE SPECIFIED ON PLAN.7mm(/") FINISHED DRYWALL MIN. 067mm(") HIGH WALL AROUND STAIR DOUBLE TRUSSES AT STAIR OPENING 80 ['- /"] ['-7 /"] SECOND FLOOR CONSTRUCTION FINISH FLOOR - AS SPECIFIED K3 (3/8") UNDERLAY UNDER SHEET VINYL 9mm(3/") T&G O.S.B. SHEATHING GLUED AND SCREWED 06mm(6") OPEN WEB WOOD 88mm(9.") O.C. c/w CROSS BRACING AS PER MANUF..7mm (/") FINISHED DRYWALL CEILING BOARD 3 ['-3"] PARTITION WALL.7mm(/") TYPE 'X' FINISHED DRYWALL ROWS 38x89mm(x") STUDS EACH 60mm(") O.C. STAGGERED AT 30mm(") CENTERS ON COMMON 38x0mm(x6") BOTTOM PLATE. FIRE RATED ROCK FIBER INSULATION FILLED CAVITY LAYERS.7mm(/") TYPE 'X' FINISHED DRYWALL UNLESS OTHERWISE SPECIFIED ON PLAN 067 [3'-6"] 7 60 T/O WALL [9'- /8"] CONSTRUCTION 38x3mm(x0") D. FIR 06mm(6") O.C. c/w DOUBLE HEADERS & TRIMMERS 366 [7'-9 /8"] DOUBLE TRUSSES AT 9 [8'-6"] T/O SUBFLOOR T/O LOWER SUBFLOOR T/O FOUNDATION WALL 99. PWF WALL FDN. EXTERIOR FINISH TO GRADE REFER TO ELEV. 6 MIL POLY - NO HORIZONTAL ADHESIVE BEADS ALL ADHESIVE BEADS TO BE VERTICAL..7mm(/") P.T. PLYWOOD APPLIED HORIZ. 38x8mm(x8") 30mm(") O.C. BATT INSULATION 6 MIL POLY VAPOUR JOINTS) POLY ALL OPENINGS, CAULK V.B..7mm FINISHED DRYWALL 096 [6'-0 /"] DOUBLE TRUSSES AT CONC. FLOOR SLAB 00mm(") CONC. SLAB 6mil POLY MOISTURE BARRIER 03mm(8")COMPACTED ROCK FILL. SUBGRADE SLOPED TO SUMP PIT. 096 [6'-0 /"] MAIN FLOOR CONSTRUCTION FINISH FLOOR - AS SPECIFIED K3 (3/8") UNDERLAY UNDER SHEET VINYL 9mm(3/") T&G O.S.B. SHEATHING GLUED AND SCREWED 7mm(8") OPEN WEB WOOD 88mm(9.") O.C. c/w CROSS BRACING AS PER MANUF..7mm (/") FINISHED DRYWALL CEILING BOARD PAINT FINISH FUTURE REC. ROOM BASEMENT PARTITION WALL.7mm(/") TYPE 'X' FINISHED DRYWALL ROWS 38x0mm(x6") STUDS EACH 60mm(") O.C. STAGGERED AT 30mm(") CENTERS ON COMMON 38x8mm(x8") P.T. BOTTOM PLATE. FIRE RATED ROCK FIBER INSULATION FILLED CAVITY.7mm(/") PWF PLYWOOD SHEATHING-APPLIED HORIZONTALLY (ONE SIDE ONLY) FIRE CAULK & TAPE ALL JOINTS.7mm(/") TYPE 'X' FINISHED DRYWALL 096 [6'-0 /"] T/O LOWERED FDN WALL S. : 0 08 ['- /"] ['-7 /"] 3 ['-3"] 7 LOTS: 0,, BLOCK: 6 & DETAILS, BDT, OAE S. CANT. DETAIL S. TYP. FOUNDATION WALL CORNER DETAIL LEDGER DETAIL S. S.

2 FASCIA & SOFFIT EAVE PROTECTION AND DRIP EDGE PRE-FIN. METAL FASCIA, SOFFIT PRE-FIN. METAL DOWNSPOUTS (") & EAVESTROUGH C/W ' FOLD-AWAYS DETERMINE DOWNSPOUT LOCATIONS ON SITE TO SUIT SITE GRADING. T/O ND FLOOR WALL BEDROOM #3 CL STAIRWELL W.I.C. 60 [8'-0"] T/O ND SUBFLOOR GUARDRAIL HT. 9mm (36") BALUSTRADES Omm (") MAXIMUM OPENINGS HANDRAIL HT. 9mm(36").8 x 0mm COMP. DECKING 3-38x8mm (x8") P.T. BEAM 89x89mm(x") P.T. COLUMN ANCHORED TO PILE 30mm (") REINF. CONC. PILES 800mm (6'-0") DEEP REINF. WITH -M VERT. x00mm ('-0") LONG CUT OFF AT GRADE. 039 [6'-8 /"] 3798 ['- /"] 37 ['- 3/"] 3 [7'-8 3/8"] FRAMED CEILING HEIGHT 38x3mm (x0") FLOOR JOIST 3 PLY 38x3mm (x0") BEAM 368 ['-8 /"] TRUSSES BEYOND W.I.C. BATH CL FOYER 37 [7'- 3/"] 3-38x86mm (x") D. FIR STRINGERS TYP. ALL INTERIOR STAIRS UNLESS NOTED OTHERWISE [8'- /"] [8'-0"] [8'-0"] 38x8mm(x8") P.T. LEDGER BOARD. REFER TO DTL. /S. ENGINEERED TRUSSES BY MANUFACTURER COMPOSITE DECKING 0x0mm(6x6") P.T. COLUMN ANCHORED TO PILE 30mm (") REINF. CONC. PILES 800mm (6'-0") DEEP REINF. WITH -M VERT. x00mm ('-0") LONG CUT OFF AT GRADE. BEAM BY TRUSS MANUFACTURER 0x0mm (6x6") P.T. D.FIR POST ANCHORED TO PILE BELOW. BOXED OUT WITH STUCCO FINISH. REFER TO ELEV. 3-38x3mm (x0") P.T. BEAM GUARDRAIL HT. 9mm (36") BALUSTRADES O0mm (") MAXIMUM OPENINGS HANDRAIL HT. 9mm(36") 38x86mm ("x") P.T. 06mm (6") O.C. OPEN RISERS, COMP. DECK FINISH. TYP. ALL EXTERIOR STAIRS S. : 0 STAIR SECTION /S.3 PILE REINF 00mm ('-0") 08mm (0") LOTS: 0,, BLOCK: 6, BDT, OAE TYP. 30mm PILE DTL. S. 3 PROTECTION OF CORNERS DETAIL S. NOT TO WALL OPENING DETAIL S. NOT TO S.

3 T/O ND FLOOR WALL 0.66 STAIR CONSTRUCTION 3mm(9 ") RUN RISE ON SECTION mm(") NOSING 38x86mm (x") D.FIR STRINGERS T/O ND SUBFLOOR CL STAIRWELL W.I.C. 368 ['-8 /"] TR@3mm [3'-6 /"] TOTAL=0mm TRUSSES BEYOND 079 [3'-6 /"] 3R@99.8mm TOTAL=399mm [8'-0"] CONSTRUCTION 38x3mm(x0") D. FIR 06mm(6") O.C. c/w DOUBLE HEADERS & TRIMMERS 3-38x86mm (x") D. FIR STRINGERS TYP. ALL INTERIOR STAIRS UNLESS NOTED OTHERWISE T/O LOWERED SUBFLR S.3 STAIR SECTION : 0 R@87mm TOTAL=37mm 9R@99.mm TOTAL=793mm R@99.mm TOTAL=797mm STAIRWELL 0 [6'-7 /"] TR@3mm [3'-6 /"] TOTAL=0mm 079 [3'-6 /"] 9R@99.8mm TOTAL=398mm R@99.8mm TOTAL=799mm LOTS: 0,, BLOCK: 6 STAIR SECTION & DETAIL S.3 S.3, BDT, OAE

4 GENERAL STRUCTURAL NOTES:. THIS STRUCTURAL CERTIFICATION IS VALID ONLY FOR THE HEREIN AND PHYSICAL LOCATION. ANY USE OF THE S FOR ANY OTHER IS STRICTLY PROHIBITED.. BUILDER TO CONFORM TO THE MOST CURRENT VERSION OF THE NATIONAL BUILDING CODE OF CANADA PART 9. AND CAN/CSA - S06-9 "CONSTRUCTION OF PRESERVED WOOD FOUNDATION" SHALL BE CONSTRUCTED. 3. C0NSTRUCTION REQUIRED TO BE BUILT AS PER ENGINEERED STAMPED CAN/CSA-S06-9. FOOTINGS SHALL NOT BE PLACED ON FROZEN GROUND AND THE BEARING SOIL MUST BE PROTECTED AGAINST FREEZING.. S SHALL NOT BE D FOR DIMENSIONS. 6. THE CONTRACTOR SHALL VERIFY ALL LEVELS, DATUMS AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK. ALL ERRORS SHALL BE REPORTED TO THE ENGINEER OR ER BEFORE PROCEEDING. 7. DIMENSIONS ARE TAKEN TO EXTERIOR FACE OF FOUNDATION WALL, EXTERIOR FACE OF WALL STUDS AND CENTERLINE OF INTERIOR PARTITIONS UNLESS NOTED OTHERWISE. 8. NO MODIFICATIONS PERMITTED TO STRUCTURE WITHOUT WRITTEN APPROVAL OF BUILDER'S STRUCTURAL ENGINEER. 9. ALL INTERIOR NON-STRUCTURAL BASEMENT PARTITION WALLS SHALL BE BUILT WITH " FLOAT SPACE TO PERMIT UPWARD MOVEMENT OF BASEMENT FLOOR SLAB. 0. A GEOTECHNICAL INVESTIGATIVE REPORT IS AVAILABLE FROM THE DEVELOPER OF THIS PROPERTY. REPORT HAS BEEN PREPARED BY AECOM, AND IS IDENTIFIED AS NUMBER 600.0, D FEBRUARY 03.. ALL SITE PREPARATION SHALL BE OVERLOOKED BY THE CONTRACTORS SITE SUPERVISOR TO ENSURE CONFORMANCE TO THE CONDITIONS STATED HEREIN. CONCRETE TO CSA A3.: PILES: MPa, TYPE 0, AIR -6%, SLUMP 0-00mm BASEMENT FLOOR: MPa, TYPE 0, AIR NIL, SLUMP 0-7mm REINFORCING TO CSA G30.8 TIES GRADE 300 ALL OTHER BARS GRADE 00 FOOTINGS ALL CONCRETE FOOTINGS TO BE FOUNDED ON SOUND, DRY, UNDISTURBED SOIL, SOIL BELOW FOOTING MUST BE FREE OF FROST AND NOT PERMITTED TO FREEZE. MPa, TYPE 0, AIR -6% SLUMP 00mm MAX. PROVIDE 00mm ('-0") SOIL COVER TO ALL EXTERIOR FOOTINGS. SPECIAL PWF NOTES:. POSITIVE DRAINAGE SHALL TERMINATE IN A SUMP EXTENDING " BELOW BASEMENT FLOOR. SUMP MAY BE DRAINED TO SEWER. (COMPLY WITH PLUMBING CODE) OR PROVIDE FOR FUTURE SUMP PUMP.. ALL VERTICAL AND HORIZONTAL JOINTS IN PLYWOOD SHALL BE SUPPORTED BY STUDDING OR BLOCKING. 3. ALL PLYWOOD JOINTS SHALL BE CAULKED USING BUTYLENE SEALANT C.G.S.B. 9-GP-3M 87 OR C.G.S.B. 9-GP-M-976. ONE OF THESE NUMBERS MUST BE ON THE TUBE. SET A BEAD OF CAULKING ON EDGE OF SHEETS BEFORE SETTING SHEETS TOGETHER. S3. SUMP PIT DETAIL 3 COVER PLATE DETAIL S3. NOT TO. ALL FASTENINGS SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH CSA B INCLUDING NAILS, SCREWS, LIGHT GAGE FRAMING ANCHORS.. ALL LUMBER AND PLYWOOD SHALL BE PRESSURE TREATED AS PER CSA STANDARD 080. ENTITLED "PRESERVATIVE TREATMENT OF WOOD FOR BUILDING FOUNDATION SYSTEMS, BASEMENTS AND CRAWL SPACES BY PRESSURE PROCESSES". 6. LUMBER CUT AFTER TREATMENT SHALL BE BRUSH COATED WITH COPPER NAPTHANATE PRESERVATIVE SOLUTION (7% BY WEIGHT). LOTS: 0,, BLOCK: 6 7. POLYETHYLENE SHALL BE (WHITE) C.G.S.B. STANDARD CAN/CGSB-.3-M86. BLACK POLY NOT ACCEPTABLE. THE POLYETHYLENE SHEET MOISTURE BARRIER MUST BE APPLIED VERTICALLY TO THE EXTERIOR P.T. PLYWOOD AND HELD IN PLACE WITH VERTICAL BEADS OF SEALANT (NO HORIZONTAL BEADS). THE VERTICAL JOINTS IN THE POLYETHYLENE SHEETS ARE TO BE LAPPED 6" AND SEALED. THE SHEETS SHALL EXTEND DOWN TO THE FOOTING BUT NOT UNDER IT. IT SHALL HANG LOOSE WITH NO HORIZONTAL SEALANT EXCEPT AT THE BATTEN. THE UPPER EDGE IS TO BE FOLDED OVER 6" AND SECURED IN PLACE BY THE HORIZONTAL P.T. COVER PLATE WHICH IN TURN IS NAILED TO THE PW WALL. THE OWNER AND/OR CONTRACTOR SHALL ACCEPT FULL RISK AND RESPONSIBILITY FOR THE USE OF ANY EXTERIOR COVERING WHICH IS NOT APPROVED BY THE ENGINEER. NO OTHER BARRIER SHALL BE APPLIED IN LIEU OF, AND/OR ALONG WITH THE ACCEPTABLE POLY MOISTURE BARRIER NOTED ABOVE. 8. DETAILS NOT SPECIFICALLY SET OUT HEREIN SHALL COMPLY WITH PART AND PART 9 OF N.B.C.C. INCLUDING CAN/CSA-S06-9 CONSTRUCTION OF PRESERVED WOOD FOUNDATIONS. STRUCTURAL NOTES & DETAILS, BDT, OAE 9. NO BACKFILLING SHALL BE CARRIED OUT UNTIL ALL FOUNDATION WORK IS COMPLETE AND APPROVED BY THE ENGINEER OR HIS AUTHORIZED AGENT. 0. FOOTINGS MUST NOT BE PLACED ON FROZEN GROUND AND SOIL BEARING UNDER FOUNDATION AND FOOTINGS MUST BE PROTECTED AGAINST FREEZING.. WHERE ELECTRICAL OUTLETS MUST BE PLACED ON EXTERIOR WALLS, THE WIRING TO SERVICE EACH BOX SHALL PASS THROUGH A HOLE DRILLED IN THE TOP PLATE AND THE HOLE SEALED AGAINST AIR CIRCULATION. S3. S3. S3.

5 S3. RECESSED LATERAL BEAM DETAIL LOTS: 0,, BLOCK: 6 DETAIL :0 S3., BDT, OAE

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