PROJECT INFORMATION PROJECT NUMBER 1706 SINGLE DETACHED DWELLING - RENO 4208 VARMOOR ROAD NW CALGARY ALBERTA

Transcription

1 BERZE RESIDENCE 4208 VARMOOR ROAD, NW CALGARY ALBERTA CLIENT PROJECT INFORMATION NAME BELA & BOGLARKA BERZE PROJECT NAME BERZE RESIDENCE PERMANENT ADDRESS TEMPORARY ADDRESS PHONE NUMBER VARMOOR ROAD, NW CALGARY ALBERTA TBC BELA - BBERZE@GMAIL.COM BOGLARKA - B.BERZE@YAHOO.COM PROJECT NUMBER 706 BUILDING LEGAL DESCRIPTION LOT 2 BLOCK 46 PLAN 5886 JK SINGLE DETACHED DWELLING - RENO 4208 VARMOOR ROAD NW CALGARY ALBERTA ARCHITECTURAL DRAWING LIST FIRM NAME PLACEWORKS DESIGN ARCHITECTURAL A WINDOW SCHEDULE MAILING ADDRESS 203, 28 9TH AVENUE SE CALGARY, AB T2G 0T A TITLE PAGE A GENERAL / STRUCTURAL NOTES A WINDOW SCHEDULE A MAIN FLOOR RCP CONTACT NAME CAM WOOLNOUGH A SCHEDULE A SECOND FLOOR RCP PHONE NUMBER A -.00 SITE PLAN cam@placeworksdesign.com A -.0 EXISTING PLAN MAIN FLOOR STRUCTURAL CONTRACTOR A -.20 EXISTING PLAN SECOND FLOOR A LOWER FLOOR PLAN -REFER TO BRAVURA ENGINEERING STRUCTURAL SET FOR INFO FIRM NAME RYAN MURPHY CONSTRUCTION A MAIN FLOOR PLAN MAILING ADDRESS CONTACT NAME SUITE, 922-9TH AVE, SE CALGARY, AB,T2G 0V2 KAREN RYAN PHONE NUMBER karen@ryanmurphyinc.com A SECOND FLOOR PLAN A PROPOSED SOUTH ELEVATION A PROPOSED EAST ELEVATION A PROPOSED NORTH ELEVATION A PROPOSED WEST ELEVATION A SECTION A SECTION A DETAILS

2 GENERAL NOTES STRUCTURAL NOTES. ALL WORK TO BE IN ACCORDANCE WITH ALBERTA BUILDING CODE 204, AND COMPLY WITH ALL STATUES THEREIN. 2. READ THE CONSTRUCTION DRAWINGS IN CONJUNCTION WITH THE ARCH., MECH., AND ELEC. DRAWINGS. REPORT ANY INCONSISTENCIES TO THE DESIGNER & STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK. 3. DO NOT SCALE DRAWINGS. ALL DIMENSIONS SHOULD BE TAKEN FROM WRITTEN DIMENSIONS ONLY. 4. A LICENSED PROFESSIONAL ENGINEER IS DESIGNATED BY RYAN MURPHY CONSTRUCTION. 5. ALL EXISTING DIMENSIONS, ELEVATIONS, AND EXISTING STRUCTURAL SYSTEMS SHOWN ON THE STRUCTURAL DRAWINGS ARE TO BE VERIFIED ON SITE PRIOR TO CONSTRUCTION, AND DISCREPANCIES ARE TO BE REPORTED TO THE ENGINEER BEFORE PROCEEDING. 6. ALL SECTIONS, DETAILS, AND STATEMENTS ARE TYPICAL AND APPLY TO ALL SIMILAR SITUATIONS IN THE STRUCTURE. 7. DRAWINGS SHOW COMPLETED STRUCTURES ONLY. DESIGN AND PROVIDE ALL TEMPORARY BRACING FOR CONSTRUCTION LOADING CONDITIONS AND THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. DESIGN OF SHORING AND TEMPORARY BRACING SHALL BE CARRIED OUT BY A PROFESSIONAL ENGINEER REGISTERED IN ALBERTA. CONSTRUCTION LOADS ON PERMANENT STRUCTURE SHALL NOT EXCEED DESIGN LOADS. 8. ALL TEMPORARY SAFETY GUARDS SHALL BE THE CONTRACTORS RESPONSIBILITY. 9. SUBMIT TO THE ARCHITECT FOR REVIEW 4 COPIES OF THE FOLLOWING SHOP DRAWINGS: a) CONCRETE REINFORCING b) ENGINEERED WOOD, BEAMS, AND COLUMNS CONTRACTOR MUST PROVIDE SHOP DRAWINGS AND/OR CUT SHEETS FOR PLACEWORKS DESIGN REVIEW AND APPROVAL FOR THE FOLLOWING ITEMS: a) HVAC: DRAWINGS INDICATING HVAC DUCT, VENT/RETURN, AND CONTROL EQUIPMENT LOCATIONS. CUTS FOR ALL VISIBLE GRILLES, ACCESSORIES, AND CONTROLS INDICATING ITEM TYPE AND COLOR. b) ELECTRICAL: CUTS FOR ALL SWITCHES, OUTLETS, EQUIPMENT, AND APPLIANCES, INCLUDING RELEVANT COVERS AND ACCESSORIES SHOWING ITEM TYPE AND COLOR. c) PLUMBING: CUTS FOR ALL FIXTURES AND ACCESSORIES SHOWING ITEM TYPE AND COLOR. d) FIRE ALARM: DRAWINGS INDICATING ALL FIXTURE LOCATIONS. CUTS FOR ALL FIXTURES SHOWING ITEM TYPE AND COLOR. e) CABINETRY: SHOP DRAWINGS SHOWING ALL DIMENSIONS, CONSTRUCTION METHODS, FINISH & HARDWARE. f) WINDOWS/DOORS: SHOP DRAWINGS SHOWING ALL WINDOW AND DOOR ELEVATIONS, DETAILS AND HARDWARE. 0. FULLY DETAIL SHOP DRAWINGS AND SHOW ALL INFORMATION NECESSARY FOR FABRICATION AND INSTALLATION.. DO NOT COMMENCE FABRICATION UNTIL REVIEW OF RETURNED SHOP DRAWINGS. 2. REVIEW OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT DOCUMENTS. 3. CONSTRUCTION MANAGER TO ARRANGE AND COORDINATE ALL INCOMING AND OUTGOING ELECTRICAL AND MECHANICAL SERVICES FOR THE PROJECT. 4. VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE, PRIOR TO FABRICATION. 5. ALL DOORS AND WINDOWS SHOWN ON PLANS ARE NOMINAL SIZES, REFER TO DOOR SCHEDULE AND WINDOW SCHEDULE FOR ACTUAL SIZES. CONFIRM ROUGH OPENING SIZE REQUIREMENT WITH MANUFACTURER. VERIFY EACH AND INDIVIDUAL ROUGH OPENING ON SITE PRIOR TO FABRICATION. PROVIDE BLOCKING AS REQUIRED AND AS PER MANUFACTURER'S RECOMMENDATION. 6. PROVIDE SOLID BLOCKING AS REQUIRED FOR FIXTURES ATTACHMENT (ARCHITECTURAL ITEMS- WASHROOM ACCESSORIES, HANDRAIL ETC. MECHANICAL ITEMS- FANS, THERMOSTAT, SPRINKLER HEADS, ETC. ELECTRICAL ITEMS- ALARMS, FIXTURES ETC.) 7. ALL APPLIANCES TO BE CONNECTED, INSTALLED, LEVELED, CENTERED IN THE OPENING PROVIDED, AND READY FOR OPERATION. 8. ALL CONSTRUCTION TO COMPLY TO ABC 204 AND TO INDUSTRY/TRADE STANDARDS, MANUFACTURE'S RECOMMENDATIONS AND SPECIFICATION. PROVIDE SHOP DRAWINGS AND OPERATING MANUALS. 9. REFER TO STRUCTURAL DRAWINGS FOR ALL STRUCTURAL INFORMATION. 20. REFER TO MECHANICAL DRAWINGS FOR ALL MECHANICAL INFORMATION. 2. REFER TO ELECTRICAL DRAWINGS FOR ALL ELECTRICAL INFORMATION. CAULKING NOTES:. CAULKING TO BE PROVIDED WHERE REQUIRED IN THE 204 ALBERTA BUILDING CODE ARTICLE WALL SHEATHING NOTES:. ALL WALL SHEATHING TO CONFORM TO 204 ALBERTA BUILDING CODE THE CONTRACTOR SHALL EXAMINE THE SITE AND THE SUBSURFACE INVESTIGATION REPORT AND ACCEPT ALL CHARACTERISTICS AND IRREGULARITIES OF THIS SITE. 2. UNDERPIN WHERE NECESSARY TO ANY EXISTING STRUCTURE AND PROVIDE ALL BRACING, SHORING, ETC. TO SUPPORT ADJOINING SOIL, FLOORS, WALLS, ETC. AS REQUIRED TO RETAIN ALL WORK IN PLACE AND PREVENT ANY OVERSTRESSING OF THE STRUCTURE. 3. THE CONTRACTOR SHALL COOPERATE WITH ALL TESTING, INSPECTION, AND QUALITY CONTROL PERSONNEL REQUIRED ON THE SITE AND WILL PROVIDE CASUAL LABOUR FORCES AS REQUIRED TO ASSIST IN ALL THE FIELD REVIEW PROCEDURES. THE CONTRACTOR SHALL GIVE REASONABLE NOTICE TO THESE AGENCIES PRIOR TO REQUIRING THEIR SERVICES. 4. THE ENGINEER OR HIS REPRESENTATIVE WILL PROVIDE PERIODIC SITE REVIEWS FOR WORK SHOWN ON THESE DRAWINGS TO ASCERTAIN WHETHER THE STRUCTURAL WORK IS IN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS. THE SITE REVIEWS ARE NOT FOR THE CONTRACTOR'S BENEFIT AND THE CONTRACTOR REMAINS FULLY RESPONSIBLE TO ENSURE THAT ALL STRUCTURAL WORK IS CARRIED OUT IN ACCORDANCE WITH THESE DRAWINGS AND ALL APPLICABLE CODES. 5. ALL REINFORCEMENT SHALL BE REVIEWED IN PLACE BY A REPRESENTATIVE OF THE ENGINEER, PRIOR TO PLACING CONCRETE. ALL REINFORCEMENT SHALL BE IN PLACE AND SECURED AT THE TIME OF THE REVIEW. PROVIDE 24 HOURS NOTICE PRIOR TO POURING. 6. BEFORE CONCEALING ANY STRUCTURAL ELEMENTS, PROVIDE MIN. 48 HOURS NOTICE TO ENGINEER SO THE STRUCTURE CAN BE INSPECTED BY A REPRESENTATIVE OF THE ENGINEER. 7. SLAB ON GRADE WILL SETTLE DUE TO BACKFILL DEPTH AND EXISTING SOIL CONDITIONS. MINOR CRACKING OF SLAB ON GRADE IS EXPECTED. ALL DIMENSIONS ARE TO THE STUDS ALL DOOR AND WINDOW LINTELS TO BE 2PLY 2" X 0" (NOMINAL) UNLESS OTHERWISE STATED STRUCTURAL DIMENSIONS ARE TO THE CTRS OF THE BEAM, JOIST OR COLUMN ABSOLUTELY NO DEVIATION FROM THE TRUSS AND JOIST ENGINEERS' DOCUMENTS WITHOUT PRIOR CONSENT. ANY ERRORS OR OMISSIONS MUST BE REPORTED TO THE DESIGNER IMMEDIATELY, PRIOR TO CONSTRUCTION USE IN CONJUNCTION WITH TRUSS & JOIST ENGINEERS' DOCUMENTS ALL BEAM, COLUMN AND JOIST LAYOUTS ARE INTENT ONLY. REFER TO TRUSS & JOIST ENGINEERS' DOCUMENTS FOR DETAILS REFER TO SE DOCUMENTS FOR ALL CONCRETE SPECIFICATIONS

3 schedules exterior wall schedule floor schedule interior wall schedule **NOTE: REFER TO STRUCTURAL DRAWINGS FOR ALL HEADER, BEAM AND POST SIZE AND LOCATIONS cementitious siding colour to be determined " IKO Ener Air exterior insulation (R6) tyvek or similar. overlap minimum 4" at joints 3/8" wood sheathing. min. 2mm gap between panels 2" x 4" (nominal) existing wood studs at 24" on ctr (existing) roxul comfort batt R4 mineral-fibre insulation or similar to conform to CAN/ULC-S mil polyethylene vapour barrier to comply with CAN/CGSB 5.33-M89 /2" resilient channel 5/8" gypsum wallboard taped mudded & sanded cementitious siding colour to be determined " IKO Ener Air exterior insulation (R6) tyvek or similar. overlap minimum 4" at joints 3/8" wood sheathing. min. 2mm gap between panels 2" x 4" (nominal) existing wood studs at 24" on ctr (existing) roxul comfort batt R4 mineral-fibre insulation or similar to conform to CAN/ULC-S mil polyethylene vapour barrier to comply with CAN/CGSB 5.33-M89 5/8" gypsum wallboard taped mudded & sanded existing foundation wall " air space 2 X 4 24" o.c. (sill plate to be PWF) batt insulation poly vapour barrier /2" gypsum wallboard mudded and taped R **NOTE: REFER TO STRUCTURAL DRAWINGS FOR ALL BRACING, SHORING, REINFORCEMENT AND SUBFLOOR REQUIREMENTS finish flooring as per specifications??subfloor??, glued and screwed?? existing angled 5/8" slat subfloor existing 2x8 floor joists, see Structural for reinforcement 2" gypsum wallboard taped, mudded & sanded spray foam joist ends (upper deck) decking as per specifications 2 layers of waterproof continuous membrane ( min 6" return up wall) existing sheathing (patch and repair as nec.) flashing as required at overhang existing joist system. roof schedule **NOTE: REFER TO STRUCTURAL DRAWINGS FOR ALL BRACING, SHORING, REINFORCEMENT AND BEAM LOCATIONS pitched roof assembly existing asphalt shingles roofing membrane 2" plywood roof sheathing roof trusses to be shored as per Structural Eng. R40 blown in insulation 2" gypsum wallboard taped, mudded and sanded provide insulation stops at all truss ends add blocking at front upper wall to act as insulation stop **NOTE: REFER TO STRUCTURAL DRAWINGS FOR ALL INTERIOR BEARING WALL, BEAM AND POST REQUIREMENTS coat primer and two coats paint 2" gypsum wallboard, taped mudded and sanded 2" x 4" (nominal) wood studs at 24" on ctr (as per drawings) 2" gypsum wallboard, taped, mudded and sanded coat primer and two coats paint coat primer and two coats paint 2" gypsum wallboard, taped mudded and sanded 2" x 4" (nominal) wood studs at 24" on ctr (as per drawings) batt insulation 2" gypsum wallboard, taped, mudded and sanded coat primer and two coats paint coat primer and two coats paint 2" gypsum wallboard, taped mudded and sanded 2" x 6" (nominal) wood studs at 24" on ctr (as per drawings) 2" gypsum wallboard, taped, mudded and sanded coat primer and two coats paint coat primer and two coats paint 2" gypsum wallboard, taped mudded and sanded 2" x 6" (nominal) wood studs at 24" on ctr (as per drawings) batt insulation 2" gypsum wallboard, taped, mudded and sanded coat primer and two coats paint new furring wall 2" x 3" (nominal) wood studs at 24" on ctr (as per drawings) spray foam insulation 2" gypsum wallboard, taped, mudded and sanded coat primer and two coats paint coat primer and two coats paint 2" gypsum wallboard, taped mudded and sanded 2" x 4" (nominal) wood studs at 24" on ctr (as per drawings) 2" gypsum wallboard, taped, mudded and sanded coat primer and two coats paint

4 DETAIL A: apply a horizontal strip of building membrane (min 250mm Wide) immediately before the sill and extend past each side of the EXTERIOR WALL SHEATHING GENERAL WINDOW INSTALL SEQUENCE WINDOW OPENING WINDOW OPENING opening a distance necessary to project beyond the vertical membrane to be applied. membrane to lap over window and extend 50mm on inside of wall furring WATERPROOF BUILDING MEMBRANE AS SPEC'D DETAIL B: apply a vertical strip of membrane at each side of opening and extend past the top and bottom of the opening a distance equal to the width of the horizontal membrane. lap these strips over the first horizontal strip at the bottom. membrane to lap over the window jamb and extend to the inside face of the wall framing. DETAIL A DETAIL B DETAIL C: install the window into the opening over the three strips of membrane by setting the nailing fin into a continuous bead of sealant which extends from the bottom left corner, up and across the head, and then down to the bottom right corner. DO NOT SEAT BOTTOM BUILDING PAPER FLANGE. the sealant should be applied through the centerline of the nailing holes. apply a bottom horizontal strip of membrane over the WINDOW FRAME C/W NAILING FIN bottom flange. apply both vertical strips of membrane over the side flanges. apply a top horizontal strip of membrane over the top flange. seal membrane to the full width of the nailing fins with a continuous bead of sealant. extend the horizontal strip of membrane slightly past the outer edges of the vertical strips of membrane. WINDOW OPENING WINDOW OPENING DETAIL D: install the specified building paper horizontally, beginning at the bottom of the wall and proceeding upwards, lapping the courses as specified. apply the building paper over the top, bottom and side strips of the membrane. ends of building paper lapping nailing fin shall be set in a continuous bead of sealant (stucco finish). DO NOT SEAL BOTTOM FLANGE OF WINDOW DETAIL C DETAIL D

5

6 3 9.5"

7

8 fridge wall oven

9 DN

10 TOP OF WALL TOP OF SECOND FLR TOP OF MAIN FLR TOP OF SLAB

11 TOP OF WALL TOP OF WALL TOP OF SECOND FLR TOP OF SECOND FLR TOP OF MAIN FLR TOP OF MAIN FLR 6 7 TOP OF SLAB TOP OF SLAB

12 TOP OF WALL TOP OF WALL TOP OF SECOND FLR TOP OF SECOND FLR TOP OF MAIN FLR TOP OF MAIN FLR TOP OF SLAB TOP OF SLAB

13 TOP OF WALL TOP OF SECOND FLR 2 TOP OF MAIN FLR TOP OF SLAB

14 TOP OF WALL upgraded glass upgraded glass upgraded glass EXISITNG TOP OF SECOND FLR ***NOTE - ALL WINDOWS AND DOOR ON THIS PAGE ARE TO FIT IN WALL BUILD UP AS STATED BELOW. ALLOW FOR JAMB EXTENSIONS IN THE QUOTED PRICE. WINDOWS TO BE INSTALLED AT EXISTING HEIGHT cementitious siding colour to be determined " IKO Enerfoil exterior insulation (R3.) tyvek or similar. overlap minimum 4" at joints 3/8" wood sheathing. min. 2mm gap between panels 2" x 4" (nominal) existing wood studs at 24" on ctr (existing) roxul comfort batt R22 mineral-fibre insulation or similar to conform to CAN/ULC-S mm polyethylene vapour barrier to comply with CAN/CGSB 5.33-M89 /2" resilient channel 5/8" gypsum wallboard taped mudded & sanded TOP OF MAIN FLR 2 upgraded glass 3 upgraded glass NOTE: ALL WINDOWS TO BE NAFS COMPLIANT NOTE: WINDOW MANUFACTURER TO CONFIRM EGRESS ON ALL BEDROOM WINDOW

15 TOP OF WALL ***NOTE - ALL WINDOWS AND DOOR ON THIS PAGE ARE TO FIT IN WALL BUILD UP AS STATED BELOW. WINDOWS TO BE INSTALLED AT EXISTING HEIGHT cementitious siding colour to be determined " IKO Enerfoil exterior insulation (R3.) tyvek or similar. overlap minimum 4" at joints 3/8" wood sheathing. min. 2mm gap between panels 2" x 4" (nominal) existing wood studs at 24" on ctr (existing) roxul comfort batt R22 mineral-fibre insulation or similar to conform to CAN/ULC-S mm polyethylene vapour barrier to comply with CAN/CGSB 5.33-M89 5/8" gypsum wallboard taped mudded & sanded upgraded glass & standard glass option pricing 3 4 standard glass standard glass 5 TOP OF SECOND FLR 8 standard glass 9 standard glass 0 upgraded glass & standard glass option pricing 2 standard glass TOP OF MAIN FLR standard glass standard glass 6 7 NOTE: ALL WINDOWS TO BE NAFS COMPLIANT NOTE: WINDOW MANUFACTURER TO CONFIRM EGRESS ON ALL BEDROOM WINDOW sire measure to confirm size of existing opening TOP OF SLAB

16 fridge wall oven

17 DN