M611 (2)-WALLSECTION
- 1. 3'-7" UNDISTURBED SOIL 6'11 1'-0" 2X8 RAFTERS @24'' O.C. 1 4'' ASPHAL T SHINGLES BUILDING PAPER 5 8'' PLYWOOD SHEATHING 2X10 RAFTERS@24''O.C. R-30 BATT INSULATION R14+R22 VAPOR BARRIER 1''X3'' FURRING STRIPS 1 2'' GYPSUM BOARD 1 4'' LAMINATE FLOORING MOISTURE BARRIER POLYETHYLENE 4'' CONCRETE SLAB 2'' EXTRUDED POLYSYRENE 6' 'CURSHED STONE 12 STRIP FOOTINGS 10'' DEEP TYP. 10" CONCRETE WALL 1'' EXPANDED POLYSYRENE 2X4 STUDS @24'O.C. R-12 BATT INSULATION VAPOUR BARRIER 1 2'' GYPSUM BOARD LAPPED RAFTERS 16'' LENGTH 5 8'' PLYWOOD SHEATHING 2X12'' RAFTERS@24'' O.C. R-48 BATT INSULATION VAPOUR BARRIER 1''X3'' FURRING STRIPS 1 2'' GYPSUM BOARD 1 /2`` CANXEL SIDING 1X3 FURRING STRIPS @ 16'' O.C. BUILDING PAPER 1 2 '' PLYWOOD SHEATHING 2X6 STUDS @ 16''O.C. R-20 BATT INSULATION VAPOUR BARRIER 1 2'' GYPSUM BOARD 108'-15/16'' T.O.FOUNDATION BACKFILL Ø4'' PERFORATED DRAIN PIPE UNDER 6'' CRUSHED STONE BACKFILL 10 2x12 RIDGE BOARD 1 2'' HARDWOOD FLOORING 5 8''PLYWOOD SUBFLOOR 2X10 JOISTS@16O.C. 1 2'' GYPSUM BOARD 2X8 RAFTER #2 KILM-DRIED HEM-FIR S4S OUT FROM 24'' LENGTH 3'-7" 1 2'' STONE TILE 1 4'' TILE MORTAR 4'' CONCRETE SLAB WIDE FLANGE STEEL BEAM OR BUILT UP WOOD BEAM. WIDE FLANGE STEEL BEAM OR BUILT UP WOOD BEAM. 116'-6 1/16'' 99'-0'' ATTIC T.O. SECOND FLOOR 91'-6 3/8'' 91'-1/4'' 100'-0'' T.O. BASEMENT. T.O. FOOTING. T.O. GROUND FL. 3 1 2 " Project Name Drawing Title Drawing Number Date Drawn by Checked by Scale C:UsersnovaguestDesktoplogo.png Commercial & Residential drafting REVISION NUMBER DATE INITIALS GENERAL NOTES: 1. ALL CONSTRUCTION SHALL COMPLY WITH THE CANADIAN NATIONAL BUILDING CODE (NCBC). 2. CONTRACTOR & ALL SUBCONTRACTORS TO VERIFY ALL DIMENSIONS PRIOR TO ORDERING OR INSTALLING MATERIALS 3. INSTALL ALL MATERIALS PER THE MANUF. SPECIFICATIONS 4. SEE SCHEDULE AND LEGEND FOR ROOM FINISHES, DOOR, AND WINDOWS 5. WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. 6. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, 7. ANY DETAILS PROVIDED BY ENGINEER & OR CONTRACTOR TO SUPERCEDE THOSE PROVIDED BY THE DESIGNER CONCRETE WOOD SHEATING GYPSE SHEATING STEEL UNDISTURBED SOIL BACKFILL CRUSHED STONES MEMBRANE/BARRIER RIGID FOAM BATT/LOOSE FILL XX/XX/XXXX XX XX/XX/XXXX XX XX/XX/XXXX XX XX/XX/XXXX XX XX/XX/XXXX XX XX/XX/XXXX XX XX/XX/XXXX XX XX/XX/XXXX XX XX/XX/XXXX XX A3.01. 3/8'=1'-0'' KERRY XIAONING ZHANG 08/08/2016 A3.01 BUILDING SECTION DREAM HOUSE XX/XX/XXXX XX C:UsersnovaguestDesktoptitle block examplelogo.png WOOD STRIP FLOORING 1. THE FLOORING MAY BE STAINED AND FINISHED AFTER INSTALLATION OR IT MAY BE FACTORY FINISHED. 2. MAPLE WOOD FLOORING TO BE USED, WIDTH AND THICKNESS TO BE DETERMINED LATER 3. WOOD STRIP FLOORING SHOULD NOT BE BROUGHT INTO A HOUSE UNTIL THE CONCRETE IN BASEMENTS HAS CURED (SHED MOISTURE) AND THE GYPSUM BOARD FINISHING HAS BEEN COMPLETED SO THAT THE HOUSE HUMIDITY LEVEL HAS MODERATED. THE FLOORING SHOULD BE KEPT IN A WARM, DRY PLACE UNTIL IT IS INSTALLED. STAIRS 1. STAIR LANDINGS SHALL BE THE SAME WIDTH AND DEPTH AS THE STAIR IT SERVES WITH MINIMUM DIMENSIONS OF 36 " 2. MINIMUM HEADROOM CLEARANCE MEASURED VERTICALLY FROM THE PLANE OF THE CEILING FINISH TANGENT TO THE TREAD NOSING AT THE STAIRWELL: 6'-5" 3. MAXIMUM VARIATION IN HEIGHTS OF RISERS OR WIDTH OF TREADS IN ANY GIVEN FLIGHT ; 1/4" 4. ALL TREADS SURFACES ARE TO BE SLIP RESISTENT 5. ALL STAIRS ARE TO BE CONSTRUCTED WITH (3) 2X12, (OR EQUIVALENT), STAIR STRINGERS, (TYPICAL). ALL TREADS ARE 91/4" MIN., ALL RISERS ARE 8" MAX. 6. ALL STAIR NOSING PROFILES ARE TO BE 3/4" MIN. TO 1 1/4" MAX. 7. HANDRAIL SIZE TO BE 1 1/4" TO 2 5/8". ALL HANDRAILS SHALL TERMINATE IN NEWEL POSTS OR WALLS. 8. MAX 4" SPACING BETWEEN BALUSTERS. INSULATION NOTES 1. INSULATE ALL EXTERIOR HEATED WALLS W/ HIGH - DENSITY STONE WOOL BATT INSULATION R-24. INSULATE EXTERIOR WALLS PRIOR TO INSULATION OF TUB / SHOWER UNITS. 2. INSULATE ALL FLAT CEILINGS UNDER ATTIC W/ 2 X R 24 STONE WOOL BATT INSULATION ( R 48 ) + 1" R5 FOAM INSULATION (XPS) UNDER CEILING JOISTS 3. INSULATE ALL VAULTED CEILINGS W/ STONE WOOL BATT INSULATION R-36 W/ 2" MIN. AIR SPACE ABOVE. 4. INSULATE CONCRETE SLAB FLOORS BENEATH HEATED ROOMS W/ 3" EXTRUDED POLYSTYRENE R-15 MIN. x 1" THERMAL BREAK XPS INSULATION AT ALL SLAB EDGES IN CONTACT WITH FOUNDATION WALLS 5. INSULATE BASEMENT WALLS W/ R-14 STONE WOOL BATTS IN 2 X 4 FURRING ** PROVIDE A 1" EXTRUDED POLYSTYRENE R-5 ON THE INTERIOR FACE OF THE FOUNDATION WALL PRIOR TO WALL FURRING. 6. RIM JOISTS INSULATED BY CLOSED CELL HIGH DENSITY SPRAY FOAM. 7. COVER THE INTERIOR FACE OF ALL EXTERIOR HEATED WALLS W/ YVEK VAPOR BARRIER. LAP ALL JOINTS 6" MIN. AND TAPE ALL JOINTS. 8. WEATHER STRIP THE ATTIC ACCESS DOORS. INSULATE ATTIC ACCESS DOOR TO R-50. 9. SET ALL SILL PLATES FOR HEATED WALLS ON NONPOROUS SILL SEAL. CAULKING NOTES: SEAL THE EXTERIOR SHEATHING @ CORNERS, JOINTS, DOOR AND WINDOW, AND FOUNDATION SILLS WITH SILICONE CAULKING. CAULK THE FOLLOWING OPENINGS W/ EXPANDED FOAM OR BACKER RODS. POLYURETHANE, ELASTOMERIC COPOLYMER, SILCONIZED ACRYLIC LATEX CAULKS MAY ALSO BE USED WHERE APPROPRIATE. · ANY SPACE BETWEEN WINDOW AND DOOR FRAMES. · BETWEEN ALL EXTERIOR WALL SOLE PLATES AND PLY SHEATHING. · ON TOP OF RIM JOIST PRIOR TO PLYWOOD FLOOR APPLICATION WALL SHEATHING TO TOP PLATE. · JOINTS BETWEEN WALL AND FOUNDATION JOINTS BETWEEN WALL AND ROOF · JOINTS BETWEEN WALL PANELS AROUND OPENINGS FOR DUCTS, PLUMBING, ELECTRICA, TELEPHONE AND GAS LINES IN CEILINGS, WALLS AND FLOORS. · ALL VOIDS AROUND PIPING RUNNING THROUGH FRAMING OR SHEATHING TO BE PACKED W/ GASKETING OR OAKUM TO PROVIDE A DRAFT FREE BARRIER. FRAMING NOTES UNLESS NOTED OTHERWISE: 1. ALL FRAMING LUMBER TO BE SPF WOOD CATEGORY 1ST OR 2ND GRADE. GRADE MUST CONFORM TO CSA STANDARD 2. FRAME ALL EXTERIOR WALLS W/ 2 X 6 STUDS @ 16" O.C. 3. FRAME ALL INTERIOR BEARING WALLS W/ 2 X 4 STUDS @ 16" O.C. 4. FRAME ALL INTERIOR NON -BEARING WALLS W/ 2 X 4 STUDS @ 24" O.C. 5. FRAME ALL INTERIOR NON -BEARING WALLS W/ 2 X 4 STUDS @ 24" O.C. 6. FRAME ALL EXTERIOR HEADERS W/ (2) -2X10 UNLESS NOTED. - BACK HEADER W/ 2" RIGID INSULATION. 7. FRAME ALL INTERIOR HEADERS W/ 4 x 6 # 2 HEADERS. 8. FLOOR JOISTS TO BE 2 X 10 @ 16" O.C. UNLESS NOTED. 9. ALL RAFTERS TO BE 2 X 10 @ 24" O.C. UNLESS NOTED. 10. CEILING JOISTS TO BE 2 X 12 @ 24" O.C. UNLESS NOTED. 11. SOLID BLOCKING IS TO BE AT LEAST 1 1/2" THICK AND FULL DEPTH OF JOIST AT ENDS AND AT EACH SUPPORT 12. OF JOIST. PROVIDE SOLID BLOCKING AT BEARING POINTS OF TRUSSES. 13. INSTALL SOLID BLOCKING BETWEEN JOISTS THAT ARE OVER ALL BEARING POINTS. 14. ALL STRUCTURAL SHEATHING SHALL BE PLYWOOD OR OSB RATED AND SHALL NOT EXCEED MAXIMUM SPAN RATING. 15. FLOOR SHEATHING SHALL BE TONGUE AND GROOVE. H-CLIPS SHALL BE INSTALLED ON ROOF SHEATHING. 16. BEARING WALLS SHALL BE BLOCKED AT MID-HEIGHT. 17. TRIPLE STUDS SHALL BE INSTALLED AT ALL CORNERS. 18. MINIMUM NAILING SHALL BE AS PER THE CURENT EDITION OF THE C.N.B.C 19. INSTALL 2X6 TREATED SILL WITH 1/2" DIA. ANCHOR BOLTS EMBEDDED IN CONCRETE 7" MIN. AND SPACED @ 96" O.C (MAX), USE TWO BOLTS PER PIECE OF SILL. EACH BOLT SHALL NOT BE MORE THAN 20" FROM END OF WALL. GRADE NOTES 1. SIDING MUST BE KEPT AT LEAST 200 MM (8 IN.) AWAY FROM THE GROUND 2. SLOPE OF 1:12 HAVE TO BE MADE AWAY FROM HOUSE FOR DRAINAGE BUILDING SECTION SCALE: 3/8''=1'-0''1