SECTION 9.36.apps.kelowna.ca/CityPage/DevApps/DP17-0078 Belgo Rd 2277.pdf · coordinate with materia design inc. if any questions arise regarding placement and finishing of access

GENERAL ABBREVIATIONS

AA.F.F. - Above Finished FloorA.F. - Above FinishedADJ. - AdjustableARCH. - ArchitecturalAB - Air BarrierBBAR. - BarrierBCBC - British Columbia Building CodeBB - Basketball BackstopBD - BoardBF - Barrier FreeBLDG. - BuildingB/N/C - Bull Nose CornerCCBS - Call Button StationCB - Column BelowCCJ - Compartment Control JointCH - Cabinet HeaterCHB - Chalk BoardCH.TBL. - Change TableCIP - Cast in PlaceCJ - Control JointCL - Centre LineCLG - CeilingCLR - ClearCM - Control ModuleCOH - Coat HookCONT - ContinuousCONC - ConcreteCP - Control panelCV - Control valveC/W - Complete withDDBL - DoubleDC - Drop CurbDF - Drinking FountainDWG - DrawingDIA - DiameterDIST - DistanceDISP - DisplayDIM - DimensionDN - DownDRY - DryerEECS - Emergency Call SwitchEL - ElevationELEV - ElevatorELEC - ElectricalEPB - Emergency Push ButtomEQ - EqualEW - Eye Wash StationEXP - ExposedEXST'G - ExistingEXT - ExteriorFFB - Fire BlanketFD - Floor DrainFDG - Fold Down Grab BarFDTN - FoundationFDC - Fire Department ConnectionFEC - Fire Extinguisher CabinetFE - Fire ExtinguisherFG - Finished GradeFIN - Finished FloorFLR - FloorFLEX - FlexibleFLR - FloorFOC - Face of ConcreteFOS - Face of SheathingFRR - Fire Resistant RatingFTG - FootingF/V - Field VerifyGGALV - GalvanizedGB - Grab barGD - Garbage DisposalGEN - GeneralHHB - Hose BibHD - Hand DryerHDCP - HandicapHGT - HeightHO - Hold OpenHORZ - HorizontalHR - HourHP - Heat PumpHSS - Hollow Steel SectionIINSUL - InsulationINT - InteriorIN - InchI/S - Inside FaceJJT - JointKKP - Key PadKIT - KitchenLLAM - LaminatedL.P. - Low Point of Slope

MATERIAL ABBREVIATIONS

AARCHB - Architectural BlockACT - Acoustic Ceiling TileAT - Acoustic TileALUM. - AluminumAN - AnodizedAN (C) - Anodized ColouredBB - BrickB&B - Board & BattenCCARP - CarpetCMU - Concrete Masonary UnitCEM.B - Cement BoardCT - Ceramic TileCONC. - ConcreteC(H) - Hardened & Sealed ConcreteC(S) - Sealed ConcreteDDW - DrywallEEM - Expanded MetalEP - Epoxy Paint & PrimerET - Epoxy TerrazzoFF - Firelite GlazingGGWB - Gypsum Wall BoardGLB - Glass BlockGLBL - Glazed BlockGL - Glazing / GlassGWG - Georgian Wire GlassHHM - Hollow MetalHARDWD. - HardwoodHDG - Heavy Duty GalvanizedLL.C.C - Lead Coated CopperLIN - LinoleumLXG - Lexan GlazingMMAS - MasoniteMSRY - MasonryNNAT - Natural (Exp.'d)PPB - Particle BoardPC - Precast ConcreteP / PTD. - PaintedPF - PrefinishedPL - PlasterPLAM - Plastic LaminatePLYWD - PlywoodPSP - Pierced Steel PlankingPT - Porcelain TileQQT - Quarry TileRR - rubberSS - StoneSC - Special CoatingSF - Sports FlooringSG - Laminated Safety GlassSGL - Spandrel GlazingSHV - Sheet Vinyl FlooringSPC - Special CoatingST / STL - SteelSS - Stainless SteelSV - Stained & VarnishedTT - TemperedTDG - Tempered Double GlazingTBB - Tile Backer BoardTECTUM - Tectum Acoustic PanelTERR - TerrazzoTS - Top SoilTURF - Artificial TurfVVCP - Veneer Core PlywoodVCT - Vinyl Composite TileVPF - Vinyl Plank FlooringVIN - VinylVR - Vented Rubber BaseWWD - WoodWP - Water Proofing

ROOM NAMES

BBATH - BathroomCCL - ClosetCLR - CoolerCOMM - CommunicationCONF - ConferenceCORR - CorridorCTR - CentreEELEC - ElectricalELEV - ElevatorENG - EngineerEX - ExistingEXIST - ExistingGGUID - GuidanceIINST - InstructorLLAB - LaboratoryPPRACT - PracticePRINC - PrincipalRRECEIV - ReceivingRM - RoomSSHWR - ShowerSTOR - StorageVVEST - VestibuleWWR - Washroom

SYMBOLS

/ - Per% - Percent@ - AtO/C - On Center± - Plus and Minus# - Number& - And+ - Plusft² - Square feet

MM - MirrorMB - Moisture BarrierMANUF - ManufacturedMAX - MaximumMDF - Medium Density FiberboardMECH - MechanicalMIN - MinimumMISC - MiscellaneousMS - Mop SinkMTL - MetalMUA - Make Up AirM/W - MicrowaveNN.I.C. - Not In ContractNo. - NumberNTS - Not To ScaleOO/H - OverheadO/C - On CentreO.T.A - Open to AboveO.T.B - Open to BelowPPER.(S) - Perimeter / PerimetersPB - Power Operator Push ButtonP.L.A. - Point Load AbovePLY - PlywoodPMT - Pad Mounted TransformerPTD - Paper Towel DispenserP.I.P - Poured-in-PlacePRE-FIN - Pre-FinishedPT - Pressure TreatedPTD - PaintedPLAM - Plastic LaminateQQTY - QuantityRR - RiserRCP - Reflected Ceiling PlanREF - ReferenceREQ.'D - RequiredREINF - ReinforcedREF - ReferenceRD - Roof DrainRM - RoomRO - Rough OpeningR/S - Rod and ShelfRWL - Rain Water LeaderSSAM - Self Adhered MembraneSCH.'S - SchedulesSD - Scupper DrainSECT - SectionSH - Soap HolderSHF - ShelfSIM. - SimilarSND - Sanitary Napkin DisposalSPD - Soap DispenserSPEC - SpecificationSTN - StainedSTR - StructuralS/W - SidewalkTTB - Tack BoardTHERM - ThermalTHRU - ThroughTM - Tilted MirrorTOB - Towel BarT.O. - Top ofT.O.C - Top of ConcreteT.O.P - Top of PaversT.O.S. - Top of SlabT.O.SW - Top of SidewalkT.O.W. - Top of WallT&G - Tongue and GrooveTPD - Toilet Paper DispenserTYP. - TypicalUU/C - UndercutU/G - UndergroundUNO - Unless Noted OtherwiseU/S - UndersideVVAP. - VapourVENT. - VentilationVERT. - VerticalWW/C - Water ClosetW/ - WithW/O - WithoutWASH. - WasherWB - WhiteboardWC - Wheel ChairWR - Waste ReceptacleWTM - Waterprrrf Traffic MembraneWS - Water Stop

DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THECONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM MATERIADESIGN INC. BEFORE CONTINUING WITH THE WORK.

CONTRACTOR AND SUB-TRADES TO REFER TO ALL DRAWING NOTES,DRAWINGS, SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS PRIOR TOCOMMENCEMENT OF WORK.

CONTRACTOR AND ALL SUB-TRADES TO REVIEW SITE CONDITIONS, SCOPE OFWORK, ANY RELATED WORK, ALL DRAWINGS AND DOCUMENTATION, ANDREPORT ANY DISCREPANCIES TO MATERIA DESIGN INC. PRIOR TOCONSTRUCTION.

CONTRACTOR TO SUPPLY REINFORCEMENTS FOR MILLWORK AS REQUIRED.

CONTRACTOR TO COORDINATE ALL ELECTRICAL LOCATIONS WITH MILLWORK.

CONTRACTOR TO SITE MEASURE ALL MILLWORK LOCATIONS PRIOR TOPRODUCTION AND REPORT ANY DISCREPANCIES TO MATERIA DESIGN INC.

CONTRACTOR TO SUPPLY MATERIA DESIGN INC. WITH MILLWORK SHOPDRAWINGS PRIOR TO CONSTRUCTION FOR APPROVAL.

REFER TO SPECIFICATION LIST FOR ALL FIXTURES AND APPLIANCES. ANYFIXTURES OR APPLIANCES NOT LISTED IN SPECIFICATION LIST TO BECOORDINATED WITH CLIENT. CONTRACTOR TO CONFIRM ALL APPLIANCE ANDPLUMBING DIMENSIONS PRIOR TO CONSTRUCTION.

CONTRACTOR TO ENSURE ACCESS PANELS PROVIDED WHEREVER REQUIRED.FINISH PANELS TO MATCH WALL OR CEILING COLOR. CONTRACTOR TOCOORDINATE WITH MATERIA DESIGN INC. IF ANY QUESTIONS ARISE REGARDINGPLACEMENT AND FINISHING OF ACCESS PANELS.

PROJECT LOCATIONNTS 2277 Belgo Road

Kelowna, BC

PROJECT SITE

N

ISSUED for OWNER REVIEW DEC-30-2016R1 - ISSUED for OWNER MEETING (TENDER SET) JAB-05-2017

ISSUED for TENDER JAN-09-2017R3 - ISSUED for REVIEW (BP REVISIONS) MAR-12-2017

THESE PLANS HAVE BEEN SCALED FOR PLOTTING ON 36"x24" (ARCH D) PAPER SIZE.

PERFORM WORK IN ACCORDANCE WITH THE CURRENT ADDITION OF THE LOCALBUILDING CODE AND WORKER'S COMPENSATION BOARD REGULATIONS, AND ANYOTHER REGIONAL OR LOCAL AUTHORITY HAVING JURISDICTION. ANY CASE OFCONFLICT OR DISCREPANCY, THE MORE STRINGENT REQUIREMENTS SHALL APPLY.

MEET OR EXCEED REQUIREMENTS OF SPECIFIED STANDARD, CODES ANDREFERENCED DOCUMENTS.

IN ADDITION TO THE STANDARDS PROVIDED IN THIS DOCUMENT, ALL WORK SHALLCONFORM TO THE MINIMUM STANDARDS/ BEST PRACTICES ESTABLISHED BY ALLNATIONAL/REGIONAL TRADE ASSOCIATIONS WHERE APPLICABLE OR AVAILABLE.WHERE CONFLICT OR DISCREPANCY EXISTS, THE MORE STRINGENTSTANDARD/REQUIREMENT SHALL APPLY.

GENERAL NOTES:

CODES AND STANDARDS

PLOTTING:

ISSUED:

© COPYRIGHT RESERVED.

This document is protected by copyright law and maynot be reproduced in any manner, or for any purpose,except by written permission of copyright holder.

This drawing is an instrument of service and the propertyof Materia Design. The use of this drawing shall berestricted to the original site/project for which it wasexpressly limited to be used. The name of this firm mustappear on any reproduction of this drawing.

STEARNS RESIDENCE2277 BELGO ROADKELOWNA, B.C.

GENERAL CONDITIONS:

Check and verify all critical details and dimensions priorto the start of construction and contact this office if anyclarification is required. Written dimensions will alwaystake precedence over scaled dimensions.

This drawing must be read in conjunction with alldrawings & spec's issued for this project contract.Contractor is responsible to notify designer aboutconflicting instructions. Costs to remediate such workcompleted before designer/engineer can issue designrevisions are the sole responsibility of the Contractor.

SHEET NUMBER:

SHEET TITLE:

PROJECT TITLE:

Job No.:

Date:

Scale:

2016-01

DEC-29-2016

AS NOTED

Drawn By: bp / mc

Checked: mc

# DATE: REVISION:

R1JAN, 052016

ISSUED for CLIENT MEETINGTENDER REVIEW SET.

DATE: ISSUED FOR:

12/30/2016 Issued for OWNER Review

Issued for TENDER

Issued for BUILDING PERMIT

Issued for CONSTRUCTION

SITE NORTH:

A AT E RM I

TEL.

EMAIL

250.863-5956

[email protected]

R2JAN, 072017

ISSUED to SEBASTIAN @GAULHOFER for PRICING

01/09/2017

R3MAR, 122017

ISSUED for REVIEWBP REVISIONS

B.C. BUILDING CODE 2012 SUMMARY: SINGLE DWELLING UNIT OCCUPANCY GROUP C DIVISION B PART 9 NON-SPRINKLERED

SECTION 9.36.- KELOWNA DEGREE DAYS 3750 = ZONE 5- WITH HEAT RECOVERY UNIT- UNHEATED FLOOR SLAB BELOW FROSTLINE, NO RSI REQUIRED- UNHEATED FLOOR ABOVE FROSTLINE MIN. 1.96 RSI- EXTERIOR ABOVE GRADE WALL ASSEMBLY MIN. 2.97 RSI- EXTERIOR BELOW GRADE WALL ASSEMBLY MIN. 2.98 RSI- FLOOR OVER UNHEATED SPACES MIN. 4.67 RSI- ATTIC ROOF ASSEMBLY MIN. 6.91 RSI- FLAT ROOF ASSEMBLY MIN. 4.67 RSI- FENESTRATION MAX. U-1.80- SKYLIGHTS MAX. U-2.90- PROTECTION FROM SOIL GAS / RADON AND

FUTURE EXTRACTION PROVISION IS REQUIRED

SECTION 9.10.ALL (WINDOWS, DOORS, TUBULAR DAYLIGHTING DEVICES, UNIT SKYLIGHTS,) SHALL CONFORM TO THE CLASSREQUIREMENTS OF THE VOLUNTARY SPECIFICATIONS IN AAMA/WDMA/CSA 101/I.S.2/A440-08, NAFS; BE LABELED WITH THE AAMA, CSA OR WDMA LABEL, HAVE THE SASH ARRANGEMENTS, LEAF ARRANGEMENTS,OR SLIDING DOOR PANEL ARRANGEMENTS AND BE OF THE SIZES SHOWN ON THE DRAWINGS.

SKYLIGHTS:CLASS R - PG75 - DP3490 DP-2210MAX. U-2.90

WINDOWS AND DOORS:CLASS R-PG25 DP890 DP-2070MAX. U-1.80

COVER PAGE

A000

ABBREVATIONS:

ARCHITECTURAL DRAWING SET:

A000 COVER PAGEA001 GENERAL PROJECT NOTES / SPECIFICATIONSA002 CONSTRUCTION ASSEMBLIESA003 WINDOW SCHEDULEA004 BUILDING ENVELOPE DETAILS

A100 SITE PLAN

A201 BASEMENT FLOOR PLANA202 MAIN FLOOR PLANA203 UPPER FLOOR PLANA204 ROOF PLAN

A300 BUILDING ELEVATIONSA301 BUILDING ELEVATIONS

A400 BUILDING SECTIONSA401 BUILDING SECTIONS

A500 DETAILS

INTERIOR DESIGN DRAWING SET:

ID2.1 BASEMENT FLOOR - MILLWORK PLANID2.2 MAIN FLOOR - MILLWORK PLANID2.3 UPPER FLOOR - MILLWORK PLAN

ID3.1 BASEMENT FLOOR - ELECTRICAL PLANID3.2 MAIN FLOOR - ELECTRICAL PLANID3.3 UPPER FLOOR - ELECTRICAL PLAN

ID3.4 BASEMENT FLOOR - REFLECTED CEILING PLANID3.5 MAIN FLOOR - REFLECTED CEILING PLANID3.6 UPPER FLOOR - REFLECTED CEILING PLAN

ID4.1 BASEMENT FLOOR - FINISHES PLANID4.2 MAIN FLOOR - FINISHES PLANID4.3 UPPER FLOOR - FINISHES PLAN

ID6.1 BASEMENT/ MAIN FLOOR - INTERIOR ELEVATIONSID6.2 MAIN FLOOR - INTERIOR ELEVATIONS & MILLWORK SECTIONSID6.3 MAIN FLOOR - INTERIOR ELEVATIONSID6.4 UPPER FLOOR - INTERIOR ELEVATIONSID6.5 UPPER FLOOR - INTERIOR ELEVATIONS & MILLWORK SECTIONS

DRAWING INDEX:

GENERAL NOTES

These notes cover the Architectural portion only. Any other specificationinformation required by any consultant or the builder, are to be obtained directly fromthe specific consultant, including, but not limited to Structural, Mechanical,Electrical, Fire Suppression, Geotechnical and Civil engineering (if applicable).Any specification information contained in this document covering other than theArchitectural portion is provided for your convenience only.

DIVISION 1 - GENERAL CONDITIONS AND REQUIREMENTS:

1. The work undertaken for this project will be completed in accordance with the British Columbia Building Code 2012 Edition, latest revisions, and the zoning and building bylaws of the place or location of the work. Obtain copies of the relative documents for your use and reference and keep on site for Contractors use and by Building Inspector and Consultants.

2. It is the responsibility of the Contractor or Owner to obtain and pay for all necessary building permits, and to assist or ensure that any sub-trades have the permits required by the local authority.

3. If not previously arranged for, the Owner or Contractor will engage and pay for a surveying firm to conduct a site survey to locate the property lines and to shoot topography of the site for the use of the contractor and the consultants. Use this survey as the basis by which to layout the building on the site. In the absence of a topographical survey, the layout of the building, including establishing floor elevations for the building and compliance to height restric- tions in the zoning bylaw, is the sole responsibility of the Contractor and/or owner. Preserve reference points and benchmarks for survey control points. Upon completion of foundations and major site work, prepare a certified survey plan.

4. If not under the direction of the Architect, the Owner and / or Contractor is to arrange for the design of the structural, mechanical and electrical portions of the project and the respective coordination of that design with the architectural portion of the work.

5. The form of agreement between the Owner and Contractor is entirely the responsibility of those two parties.

6. The following services will be provided at the site for the use of all trades, the Contractor and the Consultants:

a. potable water b. washroom facilities including temporary toilet c. electric power d. waste disposal containers and removal services e. fire protection in the form of 2, 5 pound ABC fire extinguishers f. first aid facilities and trained personnel to requirements of WCB g. hoarding and temporary heat as required by trades h. dewatering i. weather tight and or dust tight screens and enclosures

7. A geotechnical report is to be prepared for the site with copies sent to the Structural Engineer, the Architect, the Building Envelope Consultant (if applicable) and any other party requiring this information. A copy shall be kept on site for reference.

8. Prepare a construction schedule for the use and information of the Owner and Consultants. Update regularly, and at least monthly. Post a copy on site. Critical milestone or prescribed Field Reviews and inspections, which may be missed because of a lack of a schedule updating or adequate advance notification to the consultant, may result in work being removed for subsequent review at a cost to the Contractor or Sub-trade. Notify consultants of impending required field reviews in a timely manner so not as to impede project delivery schedule nor to miss field reviews required by the local authority or warranty provider such as to allow occupancy permits to be issued.

9. Ensure project cleanliness, and keep the site free of accumulation of waste products and debris. Remove daily. Do not allow burning on site of waste products and debris.

10. Maintain the temperature of a minimum of 10 degrees Celsius in all work areas unless indicated otherwise. Failure to do so may void the work or warrantees.

11. It is of utmost importance for the Contractor and Trades to familiarize themselves with all aspects of the work and to have a working knowledge of how the architectural, structural, mechanical, electrical and fire suppression components are integrated, and how different aspects of the work of these different disciplines affect each other. It is the sole responsibility of the general contractor to ensure this coordination is ongoing.

12. Provide samples, mock-ups, shop drawings, product data, diagrams, illustrations and brochures to the respective consultant in a timely manner for review and comment. Review drawings of all disciplines and read the respective sections of these and the specifications of other consultants to determine which shop drawings and mock-ups are required.

13. Workmanship shall be of the highest quality, executed by workers experienced and skilled in the respective duties for which they are employed.

14. When each phase of work is substantially complete, remove surplus materials and substantially clean the entire building and site.

15. Prior to takeover, demonstrate to the Owner and respective Consultant, the operation of each system, including instructions on operation, adjustment and maintenance procedures. Provide maintenance manuals.

DIVISION 2 - SITE WORK:

1. Clear the site of plant life and grass. Remove root systems of trees and shrubs. Protect any trees or shrubs to remain. Stockpile any topsoil or material to be reused later. Remove all debris from the site.

2. Identify any lines, datum's, or levels and protect. Identify and flag any known underground utilities.

3. Identify existing work to be removed or relocated and salvage material to be reused. Demolish any existing work required so as to accommodate the new work identified in these drawings. Co-ordination of this demolition with respect to structural, mechanical and electrical disciplines is the responsibility of the general contractor and / or owner. Excavate subsoil required to accommodate building foundations by digging or blasting as may be required. Protect adjacent properties. Remove any unustable or unsuitable material from the site. Stockpile material to be reused. Excavate to WCB standards.

4. Cut all trenches wide enough for utilities and to allow for inspection. Backfill trenches with materials to the satisfaction of the local authority or respective mechanical, electrical or civil engineering consultant. Compact as required.

5. Applicable geotechnical tests and analysis of materials to be in accordance with

mechanical, electrical or civil engineering consultant. Compact as required.

5. Applicable geotechnical tests and analysis of materials to be in accordance with ASTM D698 and D1557. Costs for testing to be borne by the Owner.

6. Provide positive drainage away from building to approval of local authority, Architect, Civil Engineer or others having jurisdiction, and as site conditions may dictate. Provide concrete or rock retaining walls (designed by others) as may be required.

7. Provide rigid perforated PVC pipe at the building perimeter, at the footing level and at other levels if so directed by Geotechnical Engineer and BEP. Pipe size to be minimum of 4" diameter. Set pipe in drain rock and provide water pervious, polyester filter cloth over the pipe. Mechanically join pipe ends. Cover pipe with minimum of 16" of graded drain rock to specifications of geo-technical engineer. Lay pipe to minimum gradient of 1%, and connect to collection pits, dry wells or storm drainage system.

8. Asphalt concrete paving to be to minimum standards of local authority, including: subgrade thickness and compaction, aggregates for binder and topping courses, primers, tack and seal coats. Install any extruded asphalt curbs to minimum 6-inch height at the edges of parking lots, and areas to receive hard or soft landscaping if shown on plans. Place binder course and surface course in separate lifts. Test compaction and record results. Slope asphalt to drains designed and located by Civil Engineering consultant.

9. Conform to BCSLA standards, and local requirements. Provide guy wires, fertilizer and weed control as required. Use nursery stock for new material. Provide two-year warranty on all planting material.

DIVISION 6 - CARPENTRY / WOOD AND PLASTIC:

1. Refer to structural drawings and specifications for glue laminated, rough sawn timber, timber-strand, or other structural beam and column members, including brackets and bearing conditions, when structural drawings are required.

2. Trusses to be engineered and sealed by a registered engineer licensed to practice in BC. Truss shop drawings are to be submitted to the architect for review.

3. See structural drawings and / or BCBC 2012 for specifics relating to stud materials, grades and spacing, thickness of plywood and other sheet material, nailing patterns, hold down clips, bracing and blocking and shear wall construction. Review location of solid blocking to support plywood edges in heavy snow load locations to prevent blocking of required air movement.

4. It is the responsibility of the Contractor to ensure that the interfaces of the structural components to architectural, mechanical and electrical components are identified and coordinated.

5. All lumber to be graded to NLGA - 91 or later. Moisture content not to exceed 19% for all lumber materials and not to exceed 15% for kiln dried joists. Consultant may take moisture tests. Plywood grading agency: CSA 0151-M1978. Wood treatment to CSA 080-M89.

6. Wood joists shall be species grade A - SPF No. 2 or better unless noted otherwise on structural drawings. Use No.1 where shown on structural drawings, and SPF No.2 grade or better, s4s or as otherwise shown on structural drawings. All material to be graded to NLGA standards and shall be stamped with a grade mark.

7. Wood studs for bearing walls and solid wood posts to be species Grade A SPF No.1 s4s and No. 2 or better as noted and located on structural drawings. Top and bottom plates to be No. 1 or No. 2 as indicated and located on structural drawings. All load-bearing walls to have double top plate unless noted otherwise. Openings in load-bearing walls are to have 2 ply 2x10 lintels, unless noted otherwise.

DIVISION 3 - CONCRETE - (NON-STRUCTURAL):

1. All concrete both structural and non-structural to be formed and placed as indicated on the structural drawings, if structural drawings are required.

2. All aggregate to conform to Part 9.3.1.4 of the BCBC.

3. Premixed concrete supplied by local suppliers shall be supplied to the site within 1 hour of obtaining the batch load. All concrete shall be 3000 psi (20 mpa) at 28 days having a slump of not more than 3 inches and with a maximum aggregate size of 3/4 inch.

4. All items to be imbedded into concrete shall be accurately located and held in place while concrete is being poured, finished and set. Set all reinforcing to requirements of structural engineer; place on high chairs (stones not acceptable). All reinforcing to be of intermediate grade steel. Provide 6-mil poly under concrete lapped, taped and edges are to be sealed with sealant at the foundation walls.

5. All slabs shall be power float and trowelled to a smooth and uniform surface unless noted otherwise. Where drains are required by Mechanical, the slabs are to be sloped as required to area drains. Grind smooth all rough surfaces, and fill all depressions with acrylic polymer base patching grout to a smooth and uniform surface.

6. All control joints shall be sawn while the concrete is not yet cured. Control joints to be not less than 1/8 inch wide and not less than 3/4 inch deep. All joints to be straight, and to divide slabs into areas not more than 250 sq.ft. All sawn joints to be cleaned and ready for hardener or caulking.

7. All concrete placed in hot weather or under freezing conditions shall be done to CAN-A23-MMT. Contractor to provide testing and test results to Architect and Structural Engineer.

8. See structural drawings and specifications for structural concrete, formwork and reinforcing, if structural drawings are required.

9. Concrete work placed in temperatures over 20°C and low humidity shall be kept moist to prevent accelerated drying.

10. Concrete used in crawl spaces to be placed on 6 mil poly vapor barrier to a thickness of not less than 2 inches or as indicated on drawings. Concrete to be 2500 psi.

11. Provide colored or clear sealer where indicated on drawings and in accordance with manufacturer's recommendations. Coordinate with Owner.

12. Provide stamped or patterned concrete where indicated on drawings and in accordance with manufacturer's recommendations.

8. All plywood roof and wall sheathing to be softwood plywood, sanded and unsanded, 3/4", 5/8" or 1/2" as noted on drawings. Plywood to CSA 0151-M1978. OSB is not an approved equal.

9. All fasteners to be hot dipped galvanized for exterior, high humidity and treated wood locations, plain finish elsewhere. All connectors of type recommended for specific application, including joist hangers as specified in structural specifications.

10. Anchors are to be expansion shields and lag bolt type for anchorage to solid masonry or concrete. Use bolts or ballistic fasteners for anchorage to steel.

11. Sill gasket is to be 6mm (1/4") thick, plate width, closed cell polyethylene foam from continuous rolls.

12. Wood preservative to CAN/ CSA -080-M89 standard, surface application, coloured, copper napthinate or 5% pentachlorophenol solution, water repellant preservative.

13. Install all framing materials, sheathing, blocking, curbs, sleepers, and shims in accordance with good practice and the BCBC 2012.

DIVISION 6A: FINISH CARPENTRY:

1. All manufactured woodwork products shall be to the standards as set out by the Architectural Woodwork Manufacturers Association of Canada.

2. All cabinets, counter tops and shelving shall be in compliance with CAN3-A278-M82.

3. The millwork supplier shall be responsible for the delivery of all necessary millwork and for scheduling the installation with the Contractor. Unless detailed on the architectural drawings, the design, layout and details is the responsibility of the Owner or Contractor. Cut all openings in millwork for equipment and fittings of other trades. Ensure final product is clean and complete. Ensure all doors, drawers and hardware is in proper working order. Millwork and countertops shall be straight, level and plumb and be securely fastened in place. Coordinate wall blocking with the Contractor.

4. Finish carpentry details, including but not limited to casings and trim, baseboards, shelving, etc. are to be as directed by the Owner or Contractor. Ensure final product is straight, level and plumb and is securely fastened in place.

5. In the case of the millwork and/or finish carpentry being detailed by the Architect, provide shop drawings for review by Architect, Owner or Contractor before ordering materials and manufacturing. Errors resulting from the failure to do so, will be the responsibility of the Contractor and Sub-trade.

DIVISION 7- THERMAL AND MOISTURE PROTECTION:

1. Provide bituminous damproofing or waterproof membrane to concrete foundation walls, as directed by Architect and/or B.E.P. Refer to geo-technical report for recommendations.

2. Bituminous damproofing to be according to CGSB 37-GP-16M. asphalt primers to CGSB 37-GP-9M, manufactured by Elsro or equivalent. Asphaltic sealing compound to be plastic cutback asphalt cement. Apply mastic to seal all penetrations, small cracks, joints and honeycombs. Install two plies of 12-inch wide torch-on roofing membrane over all vertical control joints or cold joints in foundation walls separating backfill from either vehicles or habitable space before installing primer and damproofing.

3. Prime surfaces according to manufacturer's recommendations. Apply bitumen with roller or spray, and cover entire area with two heavy coats. Apply two additional coats to vertical corners. Seal items projecting through damproofing with mastic.

4. Pay special attention to any pipes or sleeves penetrating concrete walls into habitable areas. Apply Volclay Waterstop-RX or similar around pipes and / or seal openings with expanding metallic or bentonite types of grout before applying the waterproofing or damproofing and backfilling. Fabrikem also manufactures similar products.

5. All under slab vapour barrier shall be 6-mil polyethylene sheet, conforming to CAN/CSGB-51.34M. All under slab vapour barriers shall be laid with all laps not less than 6" (150mm). All openings shall be sealed to utility lines, trenches, and other services. All ruptures shall be patched with the patch at least 6" (150mm) larger in each direction than the rupture and held in place with sealant. Poly shall be sealed at foundation walls with sealant.

6. All exterior fasteners shall be hot dipped galvanized.

7. Two layers of 30 minute building paper is to be used under all exterior wall cladding, regardless of type, and installed in a shingled fashion. The building paper must be installed to all exterior building surfaces. Use the half lap method. Wrap all building paper around corners a minimum of 12 inches. Vertical laps must be sealed with a compatible asphaltic sealant. One ply of 60 minute building paper is not an approved equal. Sloppy installation and poorly lapped corners will not be accepted and must be corrected before siding may be installed.

8. Approved primers are to be used with all "peel and stick" and self-adhesive products.

9. Bottom framing plates in contact with concrete shall be pressure treated lumber (with manually treated cut ends) or a foam gasket shall be provided under the plates and be of the correct size to match the lumber dimensions. (i.e.: a 4 inch wide gasket will not be approved under a 2x6 wall plate.)

10. All framing and exterior materials (including exterior wall sheathing) must be less than 19% moisture content prior to installation of insulation and air / vapour barrier. The consultant may perform random moisture tests of the rough framing prior to the insulation installations.

11. All exterior electrical outlet penetrations through the wall sheathing shall be caulked to the building paper with mastic. All surface mounted light pans shall be installed with a flashing paper behind the pan prior to installation. Provide an approved finished kit or trim to all of the penetrations. See details on drawings.

12. Seal all exterior hose bibs, gas outlets to the building paper with a bead of sealant. Provide an approved trim kit or finish it where appropriate.

13. All sidewall vents (for dryers and bath fans etc.,) shall be back caulked to flashing paper before installing on the wall surface. Ensure vent design is of proper depth for exterior finish materials. All sidewall vent pipes are to be insulated and must have all pipe joints tape sealed.

14. Adhere one piece of "peel and stick" (c/w primer) to the top vent flange and

14. Adhere one piece of "peel and stick" (c/w primer) to the top vent flange and flashing paper behind. All of the surrounding field paper shall then be placed over the top and side vent flanges. Do not place building paper over the bottom flange. Provide drip cap flashings over all vents, c/w end dams. Provide metal flashing over the vent and carry past minimum of 1 inch on each side. All flashings to have end dams. Caulk all vents to the siding.

15. All through wall flashings to have back leg of minimum of 4" or greater depending on the detail and situation. Flashings with less than 4" back leg will be rejected. All horizontal laps in flashings shall be 6" minimum, and back caulked. All corner laps shall be back caulked. A through wall flashing is required above and below all building trim bands and window trim boards. Saddle flashings over balcony or parapet walls must use an "S" lock joint.

16. You are instructed to forbid the drywall trade to cut around window openings and wall outlets with a "Dremil" type tool. This most often cuts through the vapour / air barrier and voids its effectiveness. Evidence of this will result in the drywall being removed and the air / vapour barrier being replaced at the expense of the drywall installer. Pre-cut drywall sheets to fit with a knife for application around windows and exterior plugs and doors.

17. All exterior doors are to be set into 2 continuous beads of urethane sealant (to run up the side jambs 4 inches) prior to installing the doors. Door frame brick moulds shall also be back caulked. On exterior balconies, carry deck membrane up and over door support sill.

18. Provide a poly. vapour barrier to the inside of the insulation behind the rim joist, and adhere to the underside of the floor deck and to the top of the wall plate with acoustic caulking or similar. An alternate method is to use rigid foam insulation and caulk the joints between the floor sheathing, joists and the top wall plate. The use of closed cell spray foam insulation is the preferred method, in that it provides an inherent vapour seal.

19. Spray foam polyurethane insulation shall be installed in accordance with the requirements of CAN/ULC - S705-2 "Thermal Insulation - Spray Applied Rigid Polyurethane Foam, Medium Density, Installer's Responsibilities - Specification."

20. Thermal Insulation shall be installed so that there is a uniform insulating value over the entire face of the insulated area and shall be applied to the full width and length between furring and framing. Thermal insulation is to comply with the standards listed in the B.C.B.C. 2012, in section 9.25.2.2.

21. All wood trim & fascia boards to be back primed. Provide drip flashings c/w end dams over all gable and louver vents.

22. Provide a prefinished metal flashing up behind the siding finish, and down over and onto the top of a sloped stone coping at the top of the stone veneer. Provide prefinished metal flashing above and below the wooden bands above stone in required locations.

23. All belly bands, barge boards or similar horizontal trim boards are to have flashing both above and below. No exceptions. It is recommended that the siding of all buildings which terminate at 8 inches or more above grade.

24. All roofing work to be performed by qualified roofing contractors who are RCABC certified or who are capable of quality work, which will be able to achieve a RCABC five year guarantee. You are instructed to engage a RCABC approved roofing inspection service to perform inspections during roofing installation. Forward reports to the Owner. Copy all reports to the BEP and Architect. This is mandatory.

25. Where applicable, use diverter flashings at the bottom of all sloped roof and vertical wall intersections.

26. Provide adequate amounts of flashing paper (or roof felts) behind all roof-to -wall flashing intersections.

27. Provide screened vents in the form of gable vents, roof top cupolas, ridge vents or other alternatives suitable to the geographical location of improved and increased roof cavity ventilation. Exceed BCBC requirements by 100%.

28. Shingle underlayment is required under all shingles. No exceptions. Use material recommended by roofing consultant. Carry this underlayment up all vertical walls above and intersecting with the main roof plane and slopes. Provide solid eave protection at all roof edges. Carry underlayment up all walls, cupolas, framed chimneys etc., a minimum of 16 inches. Provide manufacturers information sheets on membrane and shingles.

29. Provide flashings and details to RCABC standards (RGC Roofing Practices Manual) with respect to plumbing vents and any exhaust ducts penetrating the roof membrane / surfaces. Similarly so with all parapet construction and flashings.

30. Provide mechanical ventilation in the form of fans in the attics and or roof top cupolas to increase ventilation where natural ventilation may be inhibited due to framing or other reasons. Review with BEP, Architect and Warranty Provider representative.

31. Nail bottom edges of all roof vents and mechanical vent flashings to eliminate uplift. Provide caulking at all exposed nail heads.

32. Review roofing installation procedures with roofing consultant for intersections of roof 'crickets' and all vertical walls above the main roof line. Provide roof crickets behind all vertical elements intersecting the roof plane to divert water.

DIVISION 08 - OPENINGS

1. Sliding doors to conform to CAN/CGSB-82.1-M.

2. Confirm rough opening sizes with door and window supplier.

3. Doors and windows are to be installed plumb and level. Ensure all hardware is in proper working order. Provide insulating foam sealant at all windows and exterior doors.

4. Windows shall conform to CAN/CSA-A440. It is mandatory that all windows have air, vapour and wind resistance ratings of a minimum of A3, B3 and C3-5, as tested in accordance with CSA-A-440-98. These windows provide a higher quality than those of A1, B1 and C1. Provide manufacturers product information on windows and details of frame sections. Non-conforming windows will be rejected.

5. Windows, doors, tubular daylighting devices and unit skylights are to conform to NAFS AAMA/WDMA/CSA 101/I.S.2/A440-08 and The Canadian Supplement A440S1-09 and are to be min. Class R - PG20 - positive design pressure 960Pa.

OVERALL PROJECT NOTES:

1. THE TERM "CONTRACTOR(S)" REFERS TO:GENERAL CONTRACTOR AND ALL SUBCONTRACTORS INCLUDING THEIREMPLOYEES AND REPRESENTATIVES.

THE TERM "OWNER" REFERS TO:ROBERT AND KATHY STEARNS.

2. N.I.C. - DENOTES "NOT PART OF THIS CONTRACT",O.S.I.C. - DENOTES "SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR",

3. ACCUMULATION OF GARBAGE AND BUILDING DEBRIS WILL NOT BE PERMITTEDBEYOND DAY AND HAS TO BE REMOVED BY CONTRACTOR.

4. WORK PERFORMED UNDER THIS CONTRACT SHALL CONFORM TO THE CURRENTB.C. BUILDING CODE.

5. WORK PERFORMED UNDER THIS CONTRACT SHALL BE PERFORMED INACCORDANCE WITH BEST BUILDING PRACTICES.

6. ARCHITECTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHERCONSULTANT'S DRAWINGS.

7. EQUIPMENT SUPPLIED UNDER THIS CONTRACT SHALL BE "CSA" APPROVED.





GENERAL CONDITIONS:



SHEET NUMBER:

SHEET TITLE:

PROJECT TITLE:

Job No.:

Date:

Scale:

2016-01

DEC-29-2016

AS NOTED

Drawn By: bp / mc

Checked: mc

# DATE: REVISION:

R1JAN, 052016


DATE: ISSUED FOR:


Issued for TENDER



SITE NORTH:

A AT E RM I

2000 STIRLING PLACE,

KELOWNA, B.C.

CANADA V1Y 4B4

TEL.

EMAIL

250.863-5956

[email protected]

R2JAN, 072017


01/09/2017

R3MAR, 122017


A001





GENERAL CONDITIONS:



SHEET NUMBER:

SHEET TITLE:

PROJECT TITLE:

Job No.:

Date:

Scale:

2016-01

DEC-29-2016

AS NOTED

Drawn By: bp / mc

Checked: mc

# DATE: REVISION:

R1JAN, 052016


DATE: ISSUED FOR:


Issued for TENDER



SITE NORTH:

A AT E RM I


KELOWNA, B.C.

CANADA V1Y 4B4

TEL.

EMAIL

250.863-5956

[email protected]

R2JAN, 072017


01/09/2017

R3MAR, 122017


GENERAL PROJECTNOTES/SPECIFICATIONS

AutoCAD SHX Text

floor plans

AutoCAD SHX Text

true north

AutoCAD SHX Text

floor plans

AutoCAD SHX Text

true north

FLOORS (F) ASSEMBLIES

CONCRETE SLAB FLOOR ASSEMBLY

· FINISH FLOORING (AS PER INTERIOR SPECIFICATIONS)· UNDERLAYMENT PER FLOORING MANUFACTURER'S

SPEC.· CONCRETE SLAB REINFORCED AS PER STRUCTURAL

ENGINEER'S SPECIFICATIONS.· 10 MIL. POLY VAPOUR BARRIER (LAPPED & TAPED)· R5 x 48" RIGID INSUL. AT EDGE OF SLAB WHERE SLAB IS

ABOVE FROSTLINE.· SOIL MITIGATION LAYER.· 6" (MINIMUM) COMPACTED GRANULAR FILL.

F2

14" TJI FLOOR ASSEMBLY

· FINISH FLOORING (AS PER INTERIOR SPECIFICATIONS)· 3

4" T&G PLYWOOD SHEATHING, GLUED & SCREWEDTO FLOOR JOISTS.

·14" PRE-ENGINEERED TJI FLOOR JOISTS AS PERMANUF. SPECS. w/. INSULATED RIM BOARD @EXTREMITIES.

· MINERAL WOOL ACOUSTIC BATT INSULATION AT ALLBEDROOMS AND BATHROOMS.

· 12" GWB (HIGH DENSITY)

F1 2x PARTITION WALL ASSEMBLY

· 12" G.W.B.

· 2x STUDS @ 16" O.C.· 1

2" G.W.B.

P1

2x PARTITION WALL ASSEMBLY - w./ SOUND INSULATION

· 12" G.W.B.

· 2x STUDS @ 16" O.C.· MINERAL WOOL ACOUSTIC BATT INSULATION· 1

2" G.W.B.

P2

P14

P16

DENOTES 2x4" WOOD STUD WALL


P24

P26



F24

DENOTES 4" CONCRETE SLAB

F26


EXTERIOR CONCRETE SLAB ASSEMBLY

· BROOM FINISH· CONCRETE SLAB (4-8% AIR); REINFORCED AS PER

STRUCTURAL ENGINEER'S SPECIFICATIONS· 12" (MINIMUM) COMPACTED 3 4"Ø CLEAR GRAVEL

F4

F44


F46


ICF FOUNDATION WALL - BELOW GRADE

· DELTA®-MS DRAINAGE MEMBRANE ORAPPROVED EQUAL.

· BLUESKIN WP200 by HENRY WATERPROOFMEMBRANE BELOW GRADE; OR APPROVEDEQUAL.

· 12" CEMENT PROTECTION BOARD W/ PARGED

FINISH FOR ABOVE GRADE AS REQUIRED.· AQUA-BLOC WB by HENRY LIQUID APPLIED

ASPHALT DAMPPROOFING OR APPROVEDEQUAL.

· 8" NUDURA ICF SERIES FOUNDATION (ORAPPROVED EQUAL); REINFORCING AS PERSTRUCTURAL ENGINEERS DRAWINGS & MANUF.SPECS.

· 12" GWB

W1

ICF EXTERIOR WALLW2

· EXTERIOR FINISH AS PER 'EXTERIOR FINISH SCHEDULE'· 6" NUDURA ICF SERIES EXTERIOR WALL (OR

APPROVED EQUAL; REINFORCING AS PERSTRUCTURAL ENGINEERS DRAWINGS & MANUF.SPECS.

· 12" GWB

- DENOTES 8" CONCRETE CORE

W18

- DENOTES 6" CONCRETE COREW26

2x6" EXTERIOR WALL ASSEMBLY

· EXTERIOR FINISH AS PER 'EXTERIOR FINISHES LEGEND'· 'BLUESKIN VP 100 TM' WATER RESISTIVE AIR BARRIER OR

APPROVED EQUAL.· 1

2 " EXTERIOR GRADE PLYWOOD SHEATHING.·R-22 ROXUL MINERAL WOOL INSULATION OR APPROVED

EQUAL.· 2x6" STUDS @ 24" O.C.· 6 MIL. POLY VAPOUR BARRIER (LAPPED & TAPED)· 1

2" GWB

W3

CONCRETE WALLSW4

EXTERIOR WALL (W) ASSEMBLIES

NOTE:PROVIDE ACOUSTIC BATT INSULATION AROUND ALLBEDROOMS, BATHS AND AS NOTED.

JOIST DECK ASSEMBLYD1

· POLYMER MODIFIED CEMENT FINISH; COLOUR &TEXTURE TBD BY DESIGNER

· 2 PLY SBS MEMBRANE; MECHANICALLY FASTENEDBASE SHEET, TORCH ON CAP.

· PROTECTION BOARD AS REQUIRED.· 3

4" EXTERIOR GRADE PLYWOOD SHEATHING; FULLYBACK ALL PLYWOOD JOINTS W/ SOLID WOODBLOCKING

· SLOPED WD BLOCKING FASTENED TO T/O TJI· 11 7 8" ENGINEERED TJI JOISTS; AS PER

MANUFACTURER'S SPEC.· T&G REALTONE WOOD SOFFIT (VENTED) BY

WOODTONE ; AS PER 'EXTERIOR FINISHES LEGEND'

NOTE: PROVIDE 0.5%(MIN) SLOPE AWAY FROM HOUSE

D112

DENOTES 1178" FLOOR JOIST

D114

DENOTES 14" TJI FLOOR JOIST

D116

DENOTES 16" TJI FLOOR JOIST

PATIO ASSEMBLYD3

· 24"X24" ECO-OUTDOOR PAVER BY ELEGANZA TILE(OR EQUAL) C/W POLYMER MODIFIED GROUT SAND;COLOUR TO BE APPROVED BY OWNER/ DESIGNER.

· 3" SAND BED· 8" (MIN) COMPACTED GRAN 'A'· GEOTEXTILE MAT· COMPACTED 3 4"Ø CLEAR GRANULAR FILL TO

UNDISTURBED SOIL.2'-0" (MIN)

GEO MAT LAP

DENOTES UNDISTURBED SOILPROVIDE CLEAR FILL AT FOUNDATIONEXCAVATIONS; COMPACT FILL IN 12"LIFTS (MIN)

· DRAINAGE MEMBRANE & WATERPROOFINGBELOW GRADE; 12" CEMENT PROTECTION BOARDW/ PARGED FINISH ABOVE GRADE AS REQ'D.

· CONCRETE FOUNDATION; REINFORCING AS PERSTRUCTURAL ENGINEERS DRAWINGS & SPECS.

- '#' DENOTES WALL THICKNESS IN INCHES OR AS DIMENSION ON PLAN

W4#

ICF WALL @ GARAGE

· 12" ABUSE RESISTANT GWB (GARAGE SIDE)

· 6" NUDURA ICF SERIES EXTERIOR WALL (ORAPPROVED EQUAL; REINFORCING AS PERSTRUCTURAL ENGINEERS DRAWINGS & MANUF.SPECS.

· 12" GWB

W5

- DENOTES 6" CONCRETE COREW66

NOTE:PROVIDE ACOUSTIC BATT INSULATION AROUND ALLBEDROOMS, BATHS AND AS NOTED

ASSEMBLIES LEGEND(REFER TO BCBC 9.29.5.2. FOR GYPSUM WALLBOARD STANDARDS)

HRV PROVIDED

6" CONCRETE GARAGE SLAB FLOOR ASSEMBLY

· CONCRETE SEALER.· 6" CONCRETE SLAB REINFORCED AS PER CURRENT

BCBC OR STRUCTURAL ENGINEER'SSPECIFICATIONS.

· 10 MIL. POLY VAPOUR BARRIER (LAPPED & TAPED)· 6" (MINIMUM) COMPACTED GRANULAR FILL.

F3

FLOOR ASSEMBLY - OVER EXTERIOR SPACE

· FINISH FLOORING (AS PER INTERIOR SPEC'S)· 3

4" T&G PLYWOOD SHEATHING, GLUED & SCREWEDTO FLOOR JOISTS.

· 6 MIL. POLY VAPOUR BARRIER (LAPPED & TAPED)· 16" PRE-ENGINEERED OPEN WEB WOOD FLOOR

JOISTS (TRIMMABLE) AS PER MANUF. SPECS. BYTRIFORCE ® (OR APPROVED EQUAL) w/. INSULATEDRIM BOARD @ EXTREMITIES.

· 2 LAYERS R-22 BATT INSULATION.· 3

4" EXTERIOR GRADE PLYWOOD SHEATHING.· 'BLUESKIN VP 100 TM' WATER RESISTIVE AIR BARRIER

OR APPROVED EQUAL (MIN. 4" LAP).· T&G REALTONE WOOD SOFFIT BY WOODTONE ; AS

PER 'EXTERIOR FINISHES LEGEND'

F5

INTERIOR PARTITION WALLS (P)

ENGINEERED ROOF TRUSS ASSEMBLY

· ROOF FINISH AS PER 'EXTERIOR FINISHES LEGEND'· 1 LAYER ROOFING PAPER· 1

2" EXTERIOR GRADE PLYWOOD SHEATHING c/wH-CLIPS

· PRE-ENGINEERED ROOF TRUSSES AS PER ROOFTRUSS MANUF. SHOP DWG'S.

· R-60 MIN. BATT INSULATION c/w INSULATIONSTOPS AND VENT SPACE

· 6 MIL. POLY VAPOUR BARRIER (LAPPED & TAPED)· 1

2" GWB (HIGH DENSITY)

ROOF ASSEMBLIES (R)

NOTE:PROVIDE: 36" (MINIMUM) WIDE ICE AND WATERSHIELD AT EAVES AND VALLEY PROTECTION

R1

ENGINEERED ROOF TRUSS ASSEMBLY - OVER EXTERIORSPACE


R2

· ROOF FINISH AS PER 'EXTERIOR FINISHES LEGEND'· 1 LAYER ROOFING PAPER· 1

2" EXTERIOR GRADE PLYWOOD SHEATHING c/wH-CLIPS

· PRE-ENGINEERED ROOF TRUSSES AS PER ROOFTRUSS MANUF. SHOP DWG'S.

· T&G REALTONE WOOD SOFFIT (VENTED) BYWOODTONE OR VENTED ALUMINUM SOFFIT; ASPER 'EXTERIOR FINISHES LEGEND'. REFER TO BLDG.ELEVATIONS.

DECK ASSEMBLIES (D)

2x" JOIST DECK ASSEMBLY

· 2x6" VERTICAL GRAIN CLEAR CEDAR DECKING(STAINED ALL 6 SIDES); STAIN COLOUR TBD BYOWNER/ DESIGNER (MOCK-UP REQUIRED).

· 34" EXTERIOR GRADE PLYWOOD SHEATHING

· WATERPROOF MEMBRANE.· PT. 2x10" or 2x12" WD. DECK JOISTS AS PER FLOOR

PLANS. SLOPED 18" PER FOOT FOR DRAINAGE AWAYFROM HOUSE.

D210

DENOTES 2x10" DECK JOISTS

D212

DENOTES 2x12" DECK JOISTS

D2

P18


P28


OPEN WEB WOOD JOIST MANUFACTURER/ SUPPLIERS:

TRIFORCE OPEN JOISTby BARRETTE STRUCTURAL Inc.555, rang Saint-Malo,Trois-Rivieres, QuebecG8V 0A8

Sales: Jean-Sébastien FoucaultPhone: 1 800 263-7265Website: www.openjoisttriforce.com

BC Distributor:SEP Distribution LtdSuite 215-18525 53 AveSurrey, BC V3S 7A4Phone: 1 (778) 571-2977

Western Canada Suppliers:LEDUC TRUSS INC.4507 61 AveLeduc, AlbertaT9E 3Z1Phone: Toll Free 1-800-25-TRUSSWebsite: www.leductruss.com/

WESTEK TRUSS SYSTEM15108 131 Ave NWEdmonton, ABT5V 1S8Phone: 1-866-932-1444Website: www.westek.ca/

SELKIRK TRUSS (2010) LTD.& GOLD ISLAND FOREST PRODUCTS LTD.2896 Sentinel RoadSouth Slocan, B.C.V0G 2G0Phone: 1 (250) 359-7000Fax: 1 (250) 359-6900

Contact: Trevor Kanigan, Business Manager & CEOCell: (250) 505-5959Email: [email protected]

UPPER FLOOR ASSEMBLY - w/ SOUND ATTENUATION

· FINISH FLOORING (AS PER INTERIOR SPEC'S)· NoiseBlok MASS LOADED VINYL (MLV) DECOUPLED

BARRIER (PERP. TO ACOUSTICAL MAT UNDERLAY &TAPED SEAMS); OR APPROVED EQUAL.

· Duracoustic® ACOUSTIC MAT UNDERLAYMENT W/TAPED SEAMS; OR APPROVED EQUAL.

· 34" T&G PLYWOOD SHEATHING, GLUED & SCREWED

TO FLOOR JOISTS.· 16" PRE-ENGINEERED OPEN WEB WOOD FLOOR

JOISTS (TRIMMABLE) AS PER MANUF. SPECS. BYTRIFORCE ® (OR APPROVED EQUAL) w/. INSULATEDRIM BOARD @ EXTREMITIES.

· R-12 MINERAL WOOL ACOUSTIC INSULATION.· 22mil. STEEL RESILIENT CHANNELS (PERP. TO FLOOR

JOISTS).· 1


F6

STAIR ASSEMBLY

· TREAD, RISERS & STRINGER FINISHED AS PER ID SPEC· 1" PLYWOOD TREADS & 3 4" PLYWOOD RISERS

GLUED & SCREWED TO STRINGERS· 2x12" #1 FIR STRINGERS (DOUBLE 2x12" STRINGERS @

MID-TREADS.· 1


F7

LOW SLOPED ROOF ASSEMBLY


R3

· ROOF FINISH AS PER 'EXTERIOR FINISHES LEGEND'· SELF-ADHERING/HEALING WATERPROOFING

MEMBRANE: INSTALL PER MANUFACTURER'S SPEC.· 1

2" EXTERIOR GRADE T&G PLYWOOD SHEATHINGc/w H-CLIPS; FULLY BACK ALL PLYWOOD JOINTSW/ SOLID WOOD BLOCKING.

· 11 7 8" ENGINEERED TJI JOISTS PER MANUFACTURERSPEC.

· R-50 CLOSED CELL SPRAY FOAM INSULATION WITHZERO VOCs.

· 6 MIL. POLY VAPOUR BARRIER (LAPPED & TAPED)· 1


R3

R3

GENERAL NOTES:

1. ALL WORK TO CONFORM TO THE CURRENT EDITION OF THE BRITISH COLUMBIA BUILDING CODE.

2. THE DESIGNER ASSUMES NO LIABILITY FOR ANY ERRORS OR OMISSIONS WHICH MAY EFFECT CONSTRUCTION. THE DESIGNERSHALL ALSO NOT BE RESPONSIBLE FOR ANY VARIANCES FROM THE STRUCTURAL DESIGN AND SPECIFICATIONS ORADJUSTMENTS REQUIRED RESULTING FROM CONDITIONS ENCOUNTERED AT THE BUILDING SITE AND IS THE SOLERESPONSIBILITY OF THE BUILDER AND/ OR SUB CONTRACTOR.

3. ALL DOOR AND WINDOW SIZES ARE APPROXIMATE ONLY. WINDOW AND DOOR SUPPLIERS SHALL SUPPLY ROUGH STUDOPENINGS PRIOR TO ANY CONSTRUCTION.

4. DO NOT SCALE DRAWINGS.

5. CONTRACTOR TO VERIFY ALL DIMENSIONS AND INFORMATION PRIOR TO CONSTRUCTION.

6. REPORT ANY ERRORS OR DISCREPANCIES IN DRAWING SET TO THE DESIGNER.

FIREPLACES:

1. ALL FIREPLACE APPLICATIONS SHALL COMPLY WITH CURRENT BUILDING CODES.

2. 'ZERO CLEARANCE' TYPE METAL FIREPLACES AND METAL CHIMNEYS SHALL BE CSA APPROVED AND INSTALLED TOMANUFACTURERS SPECIFICATIONS.

3. FIREPLACE TO BE FINISHED TO INTERIOR DESIGN SPECIFICATIONS INCLUDING HEARTH AND MANTLE AS SPEC'D.

4. ALL FIREPLACES ARE TO BE CSA APPROVED.

STRUCTURAL AND FRAMING CRITERIA:

1. REVIEW STRUCTURAL DRAWINGS AND NOTES PRIOR TO CONSTRUCTION.

2. SOIL BEARING CAPACITY AS PER GEOTECHNICAL REPORT.

3. CONCRETE FOUNDATIONS AND SLABS ON GRADE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 25 MPa AT 28 DAYS.

4. BEAMS, FLOOR JOISTS, PLATES AND ROOF RAFTERS TO BE # 2 D.FIR (OR BETTER). UNLESS NOTED OTHERWISE.

5. FRAMING LUMBER TO BE KILN DRIED SPF #2 EQUAL OR BETTER.

6. JOISTS SHALL BE DOUBLED UNDER PARALLEL PARTITIONS OVER 6' LONG. JOIST PLACEMENT TO ACCOMMODATE HEATING ANDPLUMBING WHEREVER POSSIBLE.

7. LOAD BEARING LINTELS SHALL BE 2- 2x10 (#2 D.FIR) UNLESS NOTED OTHERWISE.

8. WOOD IN CONTACT WITH CONCRETE TO BE DAMP PROOFED WITH 6 MIL POLY OR OTHER APPROVED METHOD.

9. ALL FLOORS TO INCLUDE 3/4" SHEATHING TO BE GLUED AND NAILED.

10. FLOOR SHEATHING TO BE GLUED USING PL-400 ADHESIVE AND SCREWED IN PLACE.

11. PROVIDE SOLID BLOCKING AT ALL P.L.A.'s (POINT LOAD ABOVE) UNLESS OTHERWISE NOTED.

HEATING, PLUMBING, AND ELECTRICAL:

1. INSTALLATION OF THE HEATING SYSTEM, PLUMBING SYSTEM AND ELECTRICAL SYSTEM SHALL CONFORM TO ALL APPLICABLE CODESAND REGULATIONS IN ALL RESPECTS.

2. SMOKE DETECTORS TO BE PROVIDED ON EACH LEVEL AND IN EVERY BEDROOM.

FOUNDATIONS:

1. FOUNDATION WALLS AND FOOTINGS SHALL BE CONCRETE AND CAST IN PLACE ON UNDISTURBED SOIL OR COMPACTED BASE (TOAPPROVAL OF SOIL ENGINEER).

2. FOOTINGS SHALL NOT BE POURED ON FROZEN GROUND, CONCRETE SHALL BE MAINTAINED AT A TEMP OF 10-25 DEGREES CELSIUSFOR A MINIMUM OF 72 HOURS.

3. FOUNDATION WALLS SHALL NOT BE BACKFILLED UNTIL THE CONCRETE HAS REACHED ITS SPECIFIED 28 DAY STRENGTH.

4. PROPOSED GRADES SHOWN ON PLANS ARE ESTIMATED. WALL HEIGHTS MAY REQUIRE ADJUSTMENT TO SUIT SITE CONDITIONS.

5. ALL FOOTINGS AND WALLS (24" AND HIGHER) SHALL BE REINFORCED WITH 2- 15M CONTINUOUS (WALLS 3" FROM TOP) AND CORNERREINFORCING TO BE LAPPED 24" (MIN).

INSULATION AND VENTILATION:

1. RECOMMENDED INSULATION VALUES ARE R-60 IN ROOF OR CEILING AND R-22 IN WALLS. MINIMUM CODE REQUIREMENTSTO BE MAINTAINED AT ALL TIMES.

2. 6 MIL POLY VAPOUR BARRIER SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION. JOINTS TO BE SEALED.

3. INSTALL INSULATION STOPS AT EAVES AS REQUIRED.

4. ALL ROOF SPACES SHALL BE VENTED BY SOFFIT, ROOF RIDGE VENT, OR GABLE VENTS EQUALLY DISTRIBUTED BETWEEN TOPOF ROOF SPACES AND EAVES.

5. ATTICS OR ROOF SPACES SHALL BE VENTED A MINIMUM OF 1/300 OF ROOF AREA (OR AS REQUIRED BY LOCALAUTHORITIES) AS REQUIRED.

6. ALL BATHROOM WALLS TO RECEIVE R-12 BATT INSULATION AS A SOUND BARRIER.

FINISHING:

1. EXTERIOR DOORS TO BE SOLID CORE INSULATED TYPE AND WEATHER-STRIPPED.

2. PROVIDE FLASHING AT ALL HORIZONTAL CHANGES IN EXTERIOR FINISHES AND CAULK AROUND ALL UN-FLASHED EXTERIOROPENINGS.

3. COAT AND CLOTHES CLOSETS AS PER OWNER'S SPEC.

4. USE MOISTURE RESISTANT GYPSUM BOARD IN BATHTUB AND/ OR SHOWER AREAS.





GENERAL CONDITIONS:



SHEET NUMBER:

SHEET TITLE:

PROJECT TITLE:

Job No.:

Date:

Scale:

2016-01

DEC-29-2016

AS NOTED

Drawn By: bp / mc

Checked: mc

# DATE: REVISION:

R1JAN, 052016


DATE: ISSUED FOR:


Issued for TENDER



SITE NORTH:

A AT E RM I


KELOWNA, B.C.

CANADA V1Y 4B4

TEL.

EMAIL

250.863-5956

[email protected]

R2JAN, 072017


01/09/2017

R3MAR, 122017


CONSTRUCTIONASSEMBLIES

A002

AutoCAD SHX Text

floor plans

AutoCAD SHX Text

true north

GR.

GR.GR.

SEAL POLY HERE

LIQUID APPLIED FLASHING MEMBRANEEQUAL TO BLUESKIN AIR-BLOC LF

SLOPED HEAD (PRE-FINISHED) METAL FLASHING W/DRIP EDGE; COLOUR TO MATCH WINDOW FRAME

SEAL POLY HERE

1/4" GAP REQ'D.; POLYURETHANE CAULKEITHER SIDE OF TRIM.

POLY VAPOUR BARRIER; LAP &SEAL WITH JAMB FLASHING

SEAL POLY HERE

CONT. ELASTOMERIC SEALANT

WxWx

EXTERIOR WALL FINISH AS PER BUILDING ELEVATIONS

Wx

WINDOW; PER OWNER'S SPEC.FLASH WINDOW PER MANUF. RECOMMENDATION.

EXTERIOR WALL FINISH AS PERBUILDING ELEVATIONS

SELF ADHERING/HEALING LAPFLASHING EQUAL TO BLUESKIN SA

EXTERIOR WALL FINISH PERBUILDING ELEVATIONS

AIR BARRIER EQUAL TO BLUESKIN VP 100

TM;INSTALLED OVER EXTERIOR SHEATHING BOARD.PROVIDE PRIMER PER MANUFACTURER'S SPEC

4" MIN

PROVIDE RIGID INSULATION ATHEADER/LINTEL

BLUESKIN VP 100

TM

WATER RESISTIVE AIR BARRIER;PROVIDE PRIMER PER MANUFACTURER'S SPEC.

SELF ADHERING/HEALING WINDOW LAPFLASHING EQUAL TO BLUESKIN VP 100

TM

SEAL UPPER EDGE OF HEAD FLASHINGWITHHE925 SEALANT

4" MIN

BLUESKIN® SA SILL FLASHING MEMBRANEOR APPROVED EQUAL; LAP OVER AIR BARRIER.



TM; INSTALLED OVEREXTERIOR SHEATHING BOARD. PROVIDE PRIMER PER

MANUFACTURER'S SPEC

CONT. SEALANT AT ALL EDGEs AND LAPJOINTS PER MANUFACTURER'S SPEC.

CAULKCAULK

CAULK

ARTISAN® ACCENT TRIM

1/4" GAP REQ'D.

IF TRIM PROTRUDES BEYOND WINDOWSILL IT MUST BE FLASHED.

WINDOW TRIM AS PER INTERIORDESIGN DWG'S. TYP.

WINDOW HEAD DETAIL - WOOD STUDSCALE: 2"=1'-0"

1-

WINDOW SILL DETAIL - WOOD STUDSCALE: 2"=1'-0"

2-

WINDOW JAMB DETAIL - WOOD STUDSCALE: 2"=1'-0"

3-


P.T. WOOD SHIM; SLOPED TO FRONTEDGE 18" PER FOOT MIN.


1/4" GAP REQ'D.; DO NOT CAULK

PRE-FINISHED METAL Z-FLASHING; COLOURTO MATCH TRIM.






CONT. ELASTOMERIC SEALANTWINDOW TRIM AS PER INTERIOR

DESIGN DWG'S. TYP.

CONT. ELASTOMERIC CAULK BEHIND NAILING FLANGE

1. ALL FLASHINGS OR MEMBRANE NOTED HEREIN AS 'SELF ADHERING' OR'SELF-HEALING' OR COMBINATION THERE OF, SHALL BE BLUESKIN® SA BYHENRY OR APPROVED EQUAL.

2. AIR BARRIERS FOR WOOD FRAME CONSTRUCTION ASSEMBLIES SHALL BEBLUESKIN VP100 (OR EQUAL) BY HENRY.

3. HENRY BLUESKIN® WB SELF-ADHERING FLASHING MEMBRANE ACROSSWINDOW SILL.

4. INSTALLATION OF THE ABOVE MENTIONED SHALL BE INSTALLED INACCORDANCE WITH THE MANUFACTURER'S WRITTENINSTRUCTION/SPECIFICATION.

5. FOR APPLICATION OF THIS DETAIL THE AIR BARRIER HAS BEEN NAMED ASDIFFRENT COMPONENT (SUCH AS WATER RESISTANT BARRIER, SILLFLASHING PAPER, JAMB LASHING PAPER) FOR EASE OF IDENTIFICATION.

6. THIS DETAIL HAS BEEN DRAWN FOR SIMPLICITY. IT DOES NOT SHOW THEVARIOUS SHIMS, TRIMS, AND MULTIPLE LAYERS OR FLASHING. THE INTENTOF THIS DETAIL IS TO SHOW THE GENERAL ARRANGEMENT OF HOW THEAIR BARRIER IS INSTALLED.

7. LAP AND SEAL VAPOUR BARRIER WITH AIR BARRIER AT JAMB, SILL, ANDHEAD.

PREPARE ROUGH OPENING, CUT SHEATHING BOARD TOPROVIDE A UNIFORM & STRAIGHT EDGE WITH FRAMINGMEMBERS PER LOCAL BUILDING CODE.

INSTALL BLUESKIN VP 100

TM

WATER RESISTIVE AIR BARRIER OVERWALL SURFACES AND COVER ROUGH OPENING. ROLLMEMBRANE WITH ROLLER TO ENSURE ADEQUATE MEMBRANE TOSHEATHING BOARD ADHESION.

CUT BLUESKIN VP 100

TM

WATER RESISTIVE AIR BARRIER ACROSS THEHEAD OF THE ROUGH OPENING AND ALONG THE SILL USING THEFRAMING MEMBERS AS A GUIDE. CUT BLUESKIN VP 100

TM

WATERRESISTIVE AIR BARRIER DOWN THE CENTER AS SHOWN.

WRAP BLUESKIN VP 100

TM

WATER RESISTIVE AIR BARRIER TIGHT TOINSIDE JAMB FACE, TRIM EXCESS MATERIAL AND ROLL JAMBS TOENSURE ADHESION.

STEP 4:STEP 3:STEP 1: STEP 2: STEP 5:OPTION 'A' - BACK DAM OPTION 'B' - WOOD SHIM

PRIME AREAS TO RECEIVE BLUESKIN® SA MEMBRANE AND ALLOW TO DRY. APPLY BEAD OF HE925 BES SEALANT AT SILL-TO-JAMBINTERFACE. CUT AND FIT BLUESKIN® SA MEMBRANE TO SILL LOCATIONS BEFORE HE925 BES SEALANT CURES. EXTEND SILL FLASHINGVERTICALLY UP JAMBS A MINIMUM OF 6". EXTEND BLUESKIN® SA MEMBRANE ONTO FACE OF SHEATHING BOARDS ADJACENT TOWINDOW OPENING. SEAL CUTS AND TERMINATIONS WITH HE925 BES SEALANT.

INSTALL BLUESKIN VP 100

TM WINDOW & DOOR FLASHING MEMBRANE OVERVERTICAL NAILING FLANGES EXTENDING DOWN OVER SILLPAN FLASHING. INSTALLBLUESKIN VP 100

TM WINDOW & DOOR FLASHING MEMBRANE OVER HORIZONTALHEAD NAILING FLANGE EXTENDING OVER VERTICAL MEMBRANE. THOROUGHLYPRESSURE ROLL JAMB AND HEAD FLASHINGS IMMEDIATELY AFTER INSTALLATION.SEAL UPPER EDGE OF HEAD FLASHING WITH HENRY® 'HE925 BES' SEALANT. TOOL'HE925' SEALANT TO FULLY ENCAPSULATE UPPER EDGE OF HEAD FLASHING.

FOR SELF-DRAINING WINDOW INSTALLATIONS APPLY A 3/8 INCHCONTINUOUS BEAD OF HENRY® 'HE925 BES' SEALANT TO BACKSIDEOF HEAD AND JAMB NAILING FLANGES. APPLY A 3/8 INCHINTERMITTENT BEAD OF HENRY® 'HE925 BES' SEALANT TO BACKSIDEOF SILL NAILING FLANGE PER ASTM E2112 TO ALLOW DRAINAGE.WHILE HENRY® 'HE925' IS STILL WET, INSTALL AND SECURE WINDOWPER WINDOW MANUFACTURER'S INSTRUCTIONS.

BLUESKIN VP 100

TM

INSTALLEDOVER EXTERIOR SHEATHING

BOARD

R.O. WINDOW SILL

BLUESKIN® SAMEMBRANE

HE925 BES SEALANT

BACK DAM W/ WOODFURRING STRIP

WOOD SHIM

STEP 6:

HE925 SEALANT

STEP 7:

SEAL UPPER EDGE OFHEAD FLASHING WITH

HE925 SEALANT

BLUESKIN VP 100

TM

WINDOW & DOORFLASHING

WINDOW / DOOR FLASHING DETAILSfor WOOD FRAMED TYP.NOT TO SCALE

7-

110.00°2" M

IN. 1" M

IN.

END DAM MUST EXTEND TOFACE OF CLADDING

FOLD OVER OUTER CORNERTO CREATE A SAFETY EDGE

FOLD UP EDGE

FOLDED SAFETY EDGE

PRE-FINISHED METAL HEAD FLASHING;COLOR TO MATCH WINDOW CONSTRUCTION NOTES:

GR.

GR.

GR.

ICF WINDOW HEAD REINFORCEDPER ENGINEER'S SPEC.

CONT. JOINT SEALANT

P.T. WOOD WINDOW BUCK C/W;SILL GASKET REQ'D. WERE WOOD

CONTACTS CONC.

ICF WINDOW JAMB REINFORCEDPER ENGINEER'S SPEC.

2x WD. LINER FASTEN TO BUCK

WINDOW HEAD DETAIL - ICF WALLSCALE: 2"=1'-0"

4-

WINDOW SILL DETAIL - ICF WALLSCALE: 2"=1'-0"

5-

WINDOW JAMB DETAIL - ICF WALLSCALE: 2"=1'-0"

6-

Wx

EXTERIOR WALL FINISH AS PERBUILDING ELEVATIONS

4" MIN

BLUESKIN® SA SILL FLASHING MEMBRANEOR APPROVED EQUAL.

LEAVE APPROPRIATE GAP

WINDOW NAILING FLANGE.

CAULK

WINDOW TRIM AS PER INTERIOR DESIGNDWG'S. TYP.

BACKER ROD W/ CONT. ELASTOMERIC CAULK.


ARTISAN® HARDITRIM

IF TRIM PROTRUDES BEYOND WINDOWSILL IT MUST BE FLASHED.

WINDOW NAILING FLANGE.


4" MIN

CAULK




SLOPED HEAD (PRE-FINISHED) METAL FLASHING W/DRIP EDGE; COLOUR TO MATCH WINDOW FRAME

EXTERIOR WALL FINISH AS PER BUILDING ELEVATIONS

Wx

SELF ADHERING/HEALING WINDOW LAPFLASHING EQUAL TO BLUESKIN VP 100

TM

SEAL UPPER EDGE OF HEAD FLASHINGWITHHE925 SEALANT


1/4" GAP REQ'D.; DO NOT CAULK

PRE-FINISHED METAL Z-FLASHING; COLOURTO MATCH TRIM.

ARTISAN® ACCENT TRIMCAULK



1/4" GAP REQ'D.; CONT. ELASTOMERIC SEALANTEITHER SIDE OF TRIM.

SELF ADHERING/HEALING LAP FLASHING EQUAL TOBLUESKIN SA APPLIED OVER WINDOW NAILING FLANGE

EXTERIOR WALL FINISH PERBUILDING ELEVATIONS



TM;INSTALLED OVER EXTERIOR SHEATHING BOARD.

PROVIDE PRIMER PER MANUFACTURER'S SPEC

CONT. SEALANT AT ALL EDGEs AND LAPJOINTS PER MANUFACTURER'S SPEC.



1" THK. RIGID INSULATION NAILED TOB/S OF WD. WINDOW BUCK TIGHTLYFIT BETWEEN ICF FORM.

CONT. ELASTOMERIC CAULK BEHIND NAILING FLANGE

P.T. INTERNAL WOOD BUCK FASTENEDTO CONC. VIA CAST-IN-PLACE SCREWSON CONTACT SIDE SILL GASKET REQ'D.

WERE WOOD CONTACTS CONC.

NOTE:PRIME ALL WOOD & FOAM SURFACESWHERE PEEL & STICK IS APPLIED.





GENERAL CONDITIONS:



SHEET NUMBER:

SHEET TITLE:

PROJECT TITLE:

Job No.:

Date:

Scale:

2016-01

DEC-29-2016

AS NOTED

Drawn By: bp / mc

Checked: mc

# DATE: REVISION:

R1JAN, 052016


DATE: ISSUED FOR:


Issued for TENDER



SITE NORTH:

A AT E RM I


KELOWNA, B.C.

CANADA V1Y 4B4

TEL.

EMAIL

250.863-5956

[email protected]

R2JAN, 072017


01/09/2017

R3MAR, 122017


BUILDINGENVELOPEDETAILS

A004

AutoCAD SHX Text

floor plans

AutoCAD SHX Text

true north

21.15m

[69'-5"]

11.326m

347.9

0

41.904m

B E L G O

R O A

D

LOT 1PLAN EPP30052

75.6

38m

90.771m

37.069m

REM. of LOT 1PLAN 33009

26.4

62m

46.617m

LOT 2BLOCK 18PLAN 1380

G A R N E R R O A D

REM. 6BLOCK 16PLAN 1380

(AS SHOWN ON PLAN B1528)

SEC. 14, TP. 26

SEC. 11, TP. 26

LOT 1PLAN 31521

7.65

11.2

5

18.29

8.56

11.2

5

7.65

18.29

8.56

EXISTINGGARAGE

157m²

EASE

MEN

TPL

AN

A-1

5381

10.5

59

20.3

89

R/W

PLA

N A

-988

5

32.706

20.398

5.685

EXIS

TING

GRE

ENHO

USE

36m

²

3.77

9.64

3.779.

64

18.74m

[61'-6"]

3.99m [13'-1"]

3.01m [9'-10"]

3.27m [10'-9"]

3.27m [10'-9"]

3.0m SIDE YARD SETBACK

10.0

m R

EAR

YA

RD S

ETBA

CK

3.0m SIDE YARD SETBACK

10.0

m R

EAR

YA

RD S

ETBA

CK

6.0m

FRO

NT

YARD

SET

BAC

K

N

EXISTINGQUONSETBUILDING

86m²

13.0

3m

[42'

-9"]

PROPOSEDHOUSE

315.6m² [3,397ft²]

51.7

4m[1

69'-9

1/4

"]

27.5

0m

[90'

-3"]

GRAVELDRIVEWAY

TIERED BOULDERRETAINING WALL

SUNKENLANDSCAPE

AREA

STEPS DOWN TOWALK-OUT LEVEL

EXTERIOR ENTRANCETO BASEMENT LEVEL

20.5

1m[6

7'-3

3/4

"]

19.71m

[64'-8 1/4"]

20.47m[67'-2"]

22.19m[72'-9 3/4"]

ZONING BYLAW SUMMARY:

SITE GENERAL NOTES:

1. THIS IS NOT A LEGAL SURVEY AND IS BASED ON ARCHIVE DRAWINGINFORMATION.

2. CONTRACTOR TO PROVIDE SURVEYOR VERIFICATION OF SITE PROPERTYLINE, AND PROPOSED BUILDING FOOTPRINT.

3. LEGAL BASE PLAN INFORMATION, AND LOT DIMENSIONS REFERENCEDFROM FILE No. "13772 SC" DATED: APRIL-10-2013 PROVIDED byRUNNALLS DENBY LAND SURVEYING.

LEGAL BASE PLAN PREPARED BY:NEIL R. DENBY, B.C.L.S.RUNNALLS DENBY LAND SURVEYING259A LAWRENCE AVE.KELOWNA, B.C. V1Y 6L2

Ph: (250) 763-7322Fax: (250) 763-4413Email: [email protected]

CIVIC ADDRESS:

ZONING:

PRINCIPAL USE:

LOT AREA:

2277 BELGO ROAD

A1 - AGRICULTURE

SINGLE DWELLING HOUSING

2.472 Acres (10,004m²)

ITEM:

LOT WIDTH:

SITE COVERAGE:

MAX. BUILDING HEIGHT

SETBACKS:FRONT YARDSIDE YARD (NORTH)REAR YARDSIDE YARD (SOUTH)

ZONE REGULATIONS:

40.0m MIN.

MAX. 10% for Residential Development

9.5m or 2 12 storeys

MIN. 6.0mMIN. 3.0mMIN. 10.0mMIN. 3.0m

PROPOSED:

102.1m

3.15%

T.B.D.

AS PER SITE PLANAS PER SITE PLANAS PER SITE PLANAS PER SITE PLAN

PROPOSED SITE PLANSCALE: 1:300

1-





GENERAL CONDITIONS:



SHEET NUMBER:

SHEET TITLE:

PROJECT TITLE:

Job No.:

Date:

Scale:

2016-01

DEC-29-2016

AS NOTED

Drawn By: bp / mc

Checked: mc

# DATE: REVISION:

R1JAN, 052016


DATE: ISSUED FOR:


Issued for TENDER



SITE NORTH:

A AT E RM I


KELOWNA, B.C.

CANADA V1Y 4B4

TEL.

EMAIL

250.863-5956

[email protected]

R2JAN, 072017


01/09/2017

R3MAR, 122017


SITE PLAN

A100

AutoCAD SHX Text

floor plans

AutoCAD SHX Text

true north

2'-6

" x 6

'-8"POST

4'-0

" ARC

HWA

Y

REDCABINET(N.I.C.)

3'-0

" x 6

'-8"

3'-0" x 6'-8"

3'-0

" x 6

'-8"

2'-8

" x 6

'-8"

2'-6" x 6'-8"

2'-6"

x 6'-8

"

3'-0"

x 6'-8

"

5'-0

" CLO

SET

2'-0"

x 6'-8

"

2'-0" x 6'-8"

2'-8

" x 6

'-8"

93%EFFICIENT

HRVSYSTEM

FURN.

SLAB ON GRADEABOVE FOR

GARAGE

REC.ROOM

29'-4" x 18'-7"

MECHANICALROOM

11'-4" x 5'-3"GUESTBEDROOM12'-6" x 9'-8"

STORAGE19'-4" x 11'-5"

SEWINGROOM

29'-5" x 21'-3"

BATH5'-6" x 9'-10"

5'-1

0" C

LOSE

T

STORAGE6'-10" x 12'-2"

UP18R.

3'-0

"

MUDROOM

12'-0" x 5'-0"

STORAGE

6'-0"

2'-4

34"

SLAB ON GRADEABOVE FOR

GARAGE

DECKABOVE

VERANDAABOVE

H/WTANK

QUILTING MACHINE15'-0"L X 8'-0"W(N.I.C.)

TABLE W/ 3'-0"CLEARNCE AROUND

(N.I.C.)

SEWING TABLE (N.I.C.)

SHELVING (N.I.C.)14'-3"L X 1'-6"D

CONSTRUCTION NOTES:

CLOSET DETAILING AS PER OWNER'S SPEC.; G.C. TO CORD. W/OWNER.

ENG'D. FLUSH BEAM ABOVE; REFER TO FLOOR JOIST SUPPLIERENGINEERED SHOP DWG'S. TYP.

ENG'D. DROPPED BEAM/ HEADER ABOVE; REFER TO FLOOR JOISTSUPPLIER ENGINEERED SHOP DWG'S. TYP.

BUILT-UP WOOD POST REQ'D TO PICK-UP POINT LOAD FROMABOVE. REFER TO FLOOR JOIST SUPPLIER ENGINEERED SHOP DWG'S.TYP.

ROUGH-IN FOR FUTURE WET BAR; AS PER OWNER'S REQUIREMENTS.

PROVIDE WOOD BLOCKING IN WALL FOR WASHROOMACCESSORIES ATTACHMENTS; COORDINATE WITH I.D. DRAWINGS.

SOIL GAS MITIGATION INLET; CAP & LABEL AS PER CURRENT CODEREQUIREMENTS. ROUGH-IN OUTLET TO U/S OF ROOF SHEATHING INSTUD WALL CAVITY FOR EASE OF HOOK-UP IN THE FUTURE.

PELLET STOVE; AS PER OWNERS SPEC.

ROUGH-IN 3" DIA. PVC PIPE FROM MECH. RM. TO ATTIC FOR FUTUREHOOK-UP OF PHOTOVOLTAICS (PV) ROOF PANELS.

FUR-OUT WALL TO ALIGN WITH ADJACENT WALL SURFACE

LINE INDICATES CONCRETE CURB TO TANK THE MECHANICALROOM. CURB TO BE 4" HIGH.

ENG'D. FLUSH BEAM ABOVE TO PICK-UP LOAD BEARING WALLFROM MAIN FLR.; REFER TO FLOOR JOIST SUPPLIER ENGINEEREDSHOP DWG'S. TYP.

FLUSH ENG'D GIRDER FLOOR JOIST ABOVE TO TRANSFER POINTLOAD; REFER TO FLOOR JOIST SUPPLIER ENG'D. SHOP DWG'S.

1

2'-8

" x 6

'-8"

2'-0"

2'-814"

A

A

C

B

D

8"14'-4"

6'-10"7'-6"

15'-6" 30'-0"

2" 17'-4"

8"9'

-4"

6'-0

"

7'-1012"12'-11

2"4'-0"5'-1012"9'-3"6'-101

2"

3'-1

11 4"6'

-4"

5'-212"2'-41

2"

19'-3

"

14" E

NG

'D T

JI'S

14" E

NG

'D T

JI'S

TUB/ SHOWER;REFER TO SPEC'S

14" E

NG

'D T

JI'S

8'-0" CLG

8'-0" CLG8'-0" CLG

4'-9

"4'

-7"

5'-0

"11

'-3"

5'-9

"

22'-0

"

5'-9" 2'-9"

2

3

4

5

6

7

8

8'-0

"

9

10

FD

11

3 59

8

33310

1

3

1

6

3

2

11

7

TYP.4

14" E

NG

'D T

JI'S

1212

12

2x10

" DEC

K JO

IST

@ 1

6" O

.C.

2x10" DECK JOISTS @ 16" O.C.

2x12

" DEC

K JO

IST

@ 1

2" O

.C. A

BOV

E

P.L.A.

POST

13

13

POSTPOST

POST

POSTPOST

POST

POST

P.L.A.

13

5

2

4

8

6

7

3

1

9

10

11

12

JDCB F G

KA H78'-0"

E

72'-0

"

4'-0

"

2'-0

"10

'-0"

18'-0

"14

'-6"

27'-6

"

32'-0

"10

'-0"

8'-0

"4'

-0"

8'-0

"10

'-0"

15'-0" 45'-6" 17'-6"

2'-0"6'-6" 6'-0" 14'-0" 6'-0" 28'-0"

A

12

1

SYMBOL LEDGEND:

HATCH DENOTES INTERIOR LOAD BEARING WALL.

DENOTES 6" OR 8" ICF WALLS; REFER TO CONSTRUCTION ASSEMBLIES.

HATCH DENOTES INSULATED WALLS FOR THERMAL OR SOUND

ATTENUATION; REFER TO CONSTRUCTION ASSEMBLIES.

HATCH DENOTES DROP BULKHEAD @ 8'-0" A.F.F. TO PROVIDE 12" HIGH

HVAC PLENNUM TYP.; REFER TO RCP PLAN.

W#

F#

#A0.0

ELEVATION REFERENCE

DETAIL REFERENCE

WALL SECTION REFERENCE

BUILDING SECTION REFERENCE

PROPOSED BUILDING GRID LINE

DOOR

WINDOW REFERENCE

(COORDINATE W/ WINDOW SCHEDULE)

WALL TYPE REFERENCE

(COORDINATE W/ CONSTRUCTION ASSEMBLIES)

FLOOR TYPE REFERENCE


ROOF TYPE REFERENCE


ROOM NUMBER AND DIMENSIONS

#A0.0

#A0.0

#A0.0

3'-0

" X 6

'-8"

X

R#

###ROOM NAME

ROOM DIM.

COMBINATION SMOKE/ CARBON DIOXIDE DETECTOR.

ELECTRICALLY INTERCONNECTED TO ALL OTHER DETECTORS.

BATHROOM EXHAUST FAN (MIN. 50 CFM)

RAIN WATER LEADER

FLOOR DRAIN

FROST FREE HOSE BIB; CONFIRM LOCATION WITH OWNER.HB

X

GENERAL NOTES:

1. ALL INTERIOR DIMENSIONS ARE TO FACE OF GWB UNLESS OTHERWISE NOTED.

2. ALL EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING / FACE OF CONCRETE UNLESSOTHERWISE NOTED.

3. INTERIOR DOORS to be installed 4 1/2" from face of stud to edge of rough opening if notdimensioned. if dimensions are required they shall be to center of rough opening. all closetopenings shall be centered on total closet width if not dimensioned.

4. ALL WINDOWS IN WOOD STUD/ ICF WALLS SHALL BE DIMENSIONED TO CENTER OF ROUGHOPENING.

5. ALL INTERIOR WALLS TO BE 'P1' UNLESS OTHERWISE NOTED. Refer to architecture drawing'A002' for construction wall types.

6. ALL EXTERIOR WALLS TO BE 'W2' UNLESS OTHERWISE NOTED. Refer to architecture drawing'A002' for construction wall types.

7. DIFFERING WALL & PARTITION TYPES shall align so wall planes are continuous within roomsand adjacent face of finished align unless otherwise indicated.

8. VAPOUR BARRIERS AND RETARDERS SHOULD BE INSTALLED AT WARM SIDE OF ROOM ATEXTERIOR WALL AND ROOF/ CEILING ASSEMBLIES.

9. APPLY SILL GASKET UNDER ALL SOUND RETARDANT WALLS, AND SILL PLATES IN CONTACT W/CONCRETE.

10. ALL BEAMS AND HEADERS to be engineered unless otherwise noted. engineer to notifydesigner where flush beams are not feasible.

11. Refer to INTERIOR DESIGN drawings for all interior millwork details.

S

F

RWL

FD

1A400

1A400

3A401

3A401

1A401

1A401

2A400

2A400

2A401

2A401

4A401

4A401

R3

R3

R3

R3





GENERAL CONDITIONS:



SHEET NUMBER:

SHEET TITLE:

PROJECT TITLE:

Job No.:

Date:

Scale:

2016-01

DEC-29-2016

AS NOTED

Drawn By: bp / mc

Checked: mc

# DATE: REVISION:

R1JAN, 052016


DATE: ISSUED FOR:


Issued for TENDER



SITE NORTH:

A AT E RM I


KELOWNA, B.C.

CANADA V1Y 4B4

TEL.

EMAIL

250.863-5956

[email protected]

R2JAN, 072017


01/09/2017

R3MAR, 122017


A201

BASEMENTFLOOR PLAN

BASEMENT FLOOR PLANSCALE: 1/4" = 1'-0"

1A2.1

AREA: 2,080ft²

AutoCAD SHX Text

floor plans

AutoCAD SHX Text

true north

3'-0" x 6'-8"barn door

WA

3

9'x8' O/HGARAGE DOOR

2'-8" x 6'-8"

3'-0" x 6'-8"pkt. door

2'-6

" x 6

'-8"

2'-8" x 6'-8"

2'-0" x 6'-8"

4'-8

" CLO

SET

2'-0"

x 6'-8

"2'-8" x 6'-8"

5

2

4

8

6

7

3

1

9

10

11

12

JDCB F G

KA H78'-0"

E

72'-0

"

4'-0

"

2'-0

"10

'-0"

18'-0

"14

'-6"

27'-6

"

32'-0

"10

'-0"

8'-0

"4'

-0"

8'-0

"10

'-0"

15'-0" 45'-6" 17'-6"

2'-0"6'-6" 6'-0" 14'-0" 6'-0" 28'-0"

A

12

1

SYMBOL LEDGEND:







W#

F#

#A0.0

ELEVATION REFERENCE

DETAIL REFERENCE




DOOR

WINDOW REFERENCE


WALL TYPE REFERENCE




ROOF TYPE REFERENCE



#A0.0

#A0.0

#A0.0

3'-0

" X 6

'-8"

X

R#

###ROOM NAME

ROOM DIM.




RAIN WATER LEADER

FLOOR DRAIN


X

GENERAL NOTES:












S

F

RWL

FD

1A400

1A400

3A401

3A401

1A401

1A401

2A400

2A400

2A401

2A401

4A401

4A401

WA2

BUILT IN MILLWORK(LINEN)

WA1

WA3

WA4

TOW

ER

WA2

BEN

CH

CUB

BIES

WASHER

DRYER

80"TV

UP18R.

BUILT-IN MILLWORK

DN.3R.

DN.2R.

BBQ

3'-6"x10'-0"HARVESTTABLE(N.I.C.)

GA

SFI

RE T

ABL

E

2'-1078"

18'-10" 2'-878"



2'-0"

KING

BUIL

T-IN

MIL

LWO

RK

2'-8" x 6'-8"

3'-6" x 6'-0"SHOWER

UP

3'-6" x 8'-6"ISLAND

PREP.SINK

WA

LLO

VEN

42" F

RID

GE

4'-0"

2'-1

178"

3'-0

"

DN.3R.

DN.4R.

DN.3R.

DN.3R.

DN.3R.

DN.18R.

D/W

36" C

OO

KTO

P

HOT TUBN.I.C.

5'-7

" CLO

SET

3'-0

" x 6

'-8"

2'-8" x 6'-8"

3'-0

" x 6

'-8"

3'-0" x 6'-8"

2'-6" x 6'-8"

3'-0" x 6'-8"

2'-8

" x 6

'-8"

2'-8

" x 6

'-8"

2'-6" x 6'-8"

1'-2"TRANSOMABOVE

8'-0" x 6'-8"LIFT & SLIDE

8'-0" x 6'-8"LIFT & SLIDE

6'-0

" x 6

'-8"

LIFT

& S

LID

E

B

J

A

K

K

J

J

H

B

E

F

L L L

L

L

LGHH Y Y

Y

3'-0" x 6'-8"

CONSTRUCTION NOTES:


ENG'D. FLUSH BEAM ABOVE; REFER TO FLOOR JOIST SUPPLIERENGINEERED SHOP DWG'S. TYP.

ENG'D. DROPPED BEAM/ HEADER ABOVE; REFER TO FLOOR JOISTSUPPLIER ENGINEERED SHOP DWG'S. TYP.

BUILT-UP WOOD POST REQ'D TO PICK-UP POINT LOAD FROMABOVE. REFER TO FLOOR JOIST SUPPLIER ENGINEERED SHOP DWG'S.TYP.


EXTERIOR CAST-IN-PLACE CONCRETE STAIRS; TO CONFORM TOCURRENT BCBC.

ROUGH-IN PIPE FOR SOIL GAS MITIGATION TO ROOF.

ROUGH-IN PVC PIPE FOR FUTURE PHOTOVOLTAICS (PV) ROOFPANELS.

GARAGE STORAGE; G.C. TO PROVIDE BACKING IN WALL,COORDINATE W/ OWNER.

CENTRAL VACUUM; G.C. TO COOR. ROUGH-INS ANDREQUIREMENTS W/ OWNER.

HIDDEN LINE INDICATE EXTERIOR WALL ABOVE.

HIDDEN LINE INDICATES ROOF OVERHANG ABOVE.

LINE INDICATES DOUBLE FLOOR JOIST (FLUSH) REQ'D AS A HEADER;REFER TO FLOOR JOIST SUPPLIER ENG'D. SHOP DWG'S.

G.C. TO COORDINATE W/ OWNER REQUIREMENTS FOR POWER &WATER FOR HOT TUB.

VENTING WINDOW REQUIRE FOR CROSS FLOW VENTILATION; REFERTO WINDOW SCHEDULE & BLDG. ELEVATIONS.

(2) 4"x4" SOLID WOOD COLUMNS (PRIME & PAINTED) SMOOTHFINISH. TO SUPPORT BEAM ABOVE.

4"x12" SOLID WOOD BEAM ABOVE; (PRIME & PAINTED) SMOOTHFINISH. TO SUPPORT ROOF TRUSSES / DECK JOISTS ABOVE.

1

2

3

4

5

6

7

8

9

10

11

1

116

" EN

G'D

OPE

N W

EB J

OIS

TS (T

RIM

MA

BLE)

BY

TRIF

ORC

E ®

TYP

.

ENG'D ROOF TRUSSES

12

16" E

NG

'D O

PEN

WEB

JO

ISTS

16" E

NG

'D O

PEN

WEB

JO

ISTS

16" E

NG

'D O

PEN

WEB

JO

ISTS

16" E

NG

'D O

PEN

WEB

JO

ISTS

16" E

NG

'D O

PEN

WEB

JO

ISTS

16" E

NG

'D O

PEN

WEB

JO

ISTS

16" E

NG

'D J

ST'S

16" ENG'D JST'S

16" ENG'D OPEN WEB JOISTS (TRIMMABLE) BY TRIFORCE ® TYP.

13

13

23

33

3 2 3 3

2

7'-6" 7'-6"

4" 14'-5" 6" 14'-6" 6" 14'-5" 6" 4"

2"

8"1'-0"

2"

1'-2

"

1'-0"4" 16'-2"

2'-8"9'-1112"6'-101

2"6'-6"9'-0"6'-6"4'-0"

14

13'-1

1 2"14

'-101 2"

7'-0

"6'

-11 2"

3'-1

01 2"8'

-6"

2'-6

"

2'-618" 5'-117

8"

4'-6

"5'

-6"

6"9'

-6"

4"

2"

4"11

'-0" C

OL.

CL

TO C

L6"

2"

7'-2

" CO

L. C

L TO

GRI

D6"

4"

4'-2" 1'-10"

6'-3

"5'

-9"

4" 6" 7'-4" 6" 12'-8" 6" 2"

7'-0"7'-0"

2'-8

"7'

-4"

9'-0" 5'-0" 5'-0" 9'-0"

4'-0

"9'

-0"

2'-0

"9'

-0"

3'-6

"

4'-0"9'-0"1'-138"3'-45

8"

7'-0

"

2'-0

"

7'-6

"6'

-6"

6'-6

"4'

-6"

3'-0

"

2'-8

"4'

-0"

1'-6

"

3'-0" 9"

3'-3"1'-8"4'-0"1'-8"

3'-0

"

2'-0

"

4'-0

"1'

-0"

6'-0

"6'

-11 2"

7'-6"

2'-412"

16'-018"

2'-9"5'-6"2'-4"

3'-0" x 6'-8"pkt. door

5'-1012"3'-0"3'-31

2"3'-6"

6'-534"4'-31

8"

3'-0

1 2"

8'-6

"3'

-105

8"6'

-0"

1'-0

1 4"3'

-2"

3'-6

"5'

-51 2"

3'-0

"

3'-6"11'-018"3'-6"

4'-438"

5'-8"

3'-6

"1'

-21 4"

3'-6"3'-278"

5'-6

"

3'-5

"3'

-0"

3"

91 8"

MASTERREST ZONE13'-6" x 12'-4"

MASTERENSUITE

9'-7" x 13'-8"

MASTERW.I.C.

10'-8" x 9'-7"

BATH5'-6" x 9'-10"

STUDY12'-5" x 11'-4"

FRONTFOYER

6'-0" x 18'-3"

BUTLERSPANTRY

15'-7" x 5'-0"

HALLWAY/MAIN STAIRS

18'-0" x 6'-8"

BACKFOYER

6'-8" x 6'-1"

FRONTVERANDA28'-0" x 8'-0"

(345ft²)

DOUBLE CARGARAGE

26'-6" x 26'-6"

SINGLE CARGARAGE

16'-6" x 26'-6"

LAUNDRYROOM

7'-0" x 9'-6"

MUDROOM

6'-8" x 8'-10"

KITCHEN12'-0" x 18'-5"

DININGROOM

12'-0" x 18'-5"

LIVINGROOM

14'-0" x 18'-5"

COVEREDDECK

45'-0" x 11'-0"(543ft²)

4'-5

34"

10'-4

1 2"2'

-2"

5'-5

1 2"

15

11

15

15

4

5

5

6

6

6

6

78

9

10

11 12

12

12

12

12

12

13

14

TYP.17

16

TYP.16

16

17

TYP.17

ENG

'D R

OO

F TR

USSE

S

ENG'D ROOF TRUSSES ABOVE;AS PER ROOF JOIST SUPPLIER

ENG

'D D

ECK

JOIS

TS A

BOV

E;A

S PE

R JO

ISTS

SUP

PLIE

R

2"6"

LC

R3

R3

R3

R3

R3

R3

R3

R3

R3

R3





GENERAL CONDITIONS:



SHEET NUMBER:

SHEET TITLE:

PROJECT TITLE:

Job No.:

Date:

Scale:

2016-01

DEC-29-2016

AS NOTED

Drawn By: bp / mc

Checked: mc

# DATE: REVISION:

R1JAN, 052016


DATE: ISSUED FOR:


Issued for TENDER



SITE NORTH:

A AT E RM I


KELOWNA, B.C.

CANADA V1Y 4B4

TEL.

EMAIL

250.863-5956

[email protected]

R2JAN, 072017


01/09/2017

R3MAR, 122017


MAIN FLOOR PLANSCALE: 1/4" = 1'-0"

1A2.2

MAIN FLOOR AREA = 2,109ft²DOUBLE CAR GARAGE = 784ft²SINGLE CAR GARAGE = 504ft²TOTAL BUILDING FOOTPRINT = 3,397ft²

MAINFLOOR PLAN

A202

AutoCAD SHX Text

floor plans

AutoCAD SHX Text

true north

5

2

4

8

6

7

3

1

9

10

11

12

JDCB F G

KA H78'-0"

E

72'-0

"

4'-0

"

2'-0

"10

'-0"

18'-0

"14

'-6"

27'-6

"

32'-0

"10

'-0"

8'-0

"4'

-0"

8'-0

"10

'-0"

15'-0" 45'-6" 17'-6"

2'-0"6'-6" 6'-0" 14'-0" 6'-0" 28'-0"

A

12

1

SYMBOL LEDGEND:







W#

F#

#A0.0

ELEVATION REFERENCE

DETAIL REFERENCE




DOOR

WINDOW REFERENCE


WALL TYPE REFERENCE




ROOF TYPE REFERENCE



#A0.0

#A0.0

#A0.0

3'-0

" X 6

'-8"

X

R#

###ROOM NAME

ROOM DIM.




RAIN WATER LEADER

FLOOR DRAIN


X

GENERAL NOTES:












S

F

RWL

FD

1A400

1A400

3A401

3A401

1A401

1A401

2A400

2A400

2A401

2A401

4A401

4A401

DN.18R.

BEDROOM #313'-6" x 9'-8"

QUEEN

GUESTBEDROOM

KING

BBQ

COVEREDDECK

45'-0" x 10'-0"(435ft²)

STORAGEROOM

14'-8" x 5'-0"

W.I.C.4'-10" x 5'-0"

BEDROOM #29-7" x 11'-0"

QUEEN

TV

TUB/SHOWER

LEGO/STUDY

9'-0" x 12'-4"

BUILT-INMILLWORK

SHOWERROOM

5'-6" x 7'-8"

WASHAREA

5'-6" x 6'-11"

LIN

E O

F EX

TERI

OR

WA

LL B

ELO

W (G

ARA

GE)

LINE OF EXTERIOR WALL BELOW (GARAGE)

DN.20R.

QUEEN

BUIL

T-IN

MIL

LWO

RK

MASTERW.I.C.

13'-1" x 7'-0"

MASTERENSUITE

13'-1" x 6'-9"

BEDROOM #110'-6" x 9'-7"

QUEEN

BATH5'-3" x 9'-7"

BUIL

T-IN

MIL

LWO

RK

6'-6

" CLO

SET

3'-6"

3'-4

" 2'-2

"

W.I.C.4'-10" x 5'-0"

NICHE

3'-6" x 4'-0"TILED

SHOWER

RECROOM

37'-0" x 18'-6"

3'-6

1 8"

DN.2R.

OPENTO

BELOW

2'-8" x 6'-8"

2'-8" x 6'-8"

2'-6" x 6'-8"pkt. door

2'-8" x 6'-8"pkt. door

2'-8

" x 6

'-8"

2'-8

" x 6

'-8"

2'-8" x 6'-8"

2'-8" x 6'-8"

2'-6" x 6'-8"

2'-6

" x 6

'-8"

2'-8" x 6'-8"

2'-8

" x 6

'-8"

2'-8

" x 6

'-8"

2'-8"

x 6'-8

"

2'-8"

x 6'-8

"

8'-0

" x 6

'-8"

LIFT

& S

LID

E

Y

T

T

J

J

J

J

W

W

T

T

M

N

P Q

R

R

S

Y8'-0" x 6'-8"LIFT & SLIDE

8'-0" x 6'-8"LIFT & SLIDEY YV

SEAT

TUB/SHOWER

3'-6"16 TREADS @ 10" = 13'-4"1'-312"

3'-2

"3'

-6"

7'-6" 7'-6"

10'-6

"5'

-41 2"

12'-1

1 2"

5'-8

"4'

-10"

5'-1

01 2"6'

-3" 6'-61

8" 2'-0"10'-878"

4'-1134"5'-0"

7'-4

"8'

-67

8"13'-71

2" 5'-738" 2'-6" 4'-0"

5'-4

1 2"4'

-71 2"

8'-9

1 8"

2'-0"7'-6"18'-6"

4'-0"3'-6"9'-7"8'-11"

3'-0"3'-0"

1'-6

"13

'-0"

3'-0

"6'

-0"

4'-0

"

4'-758"

2'-0

"8'

-9"

5'-1

01 2"1'

-41 2"

5'-6

"3'

-3"

2'-5

"3'

-51 2"

5'-4

1 2"6'

-0"

105

8"3'

-6"

1012"19 TREADS @ 101

2" = 16'-712"2'-1"

1'-0

"O

/H

1'-6"O/H

2'-8

"1'

-4"

5'-6

"4'

-6"

9'-0"11'-0"9'-0"10'-9"2'-1012"

9'-0"9'-0"

5'-9" 2'-9"34'-11"

2'-1012"

4'-6

"5'

-6"

3'-0"3'-0"

5'-9

"6'

-3"

2'-0"O/H

4'-6"

7'-0"

2'-0

"O

/H8'

-0"

7'-0"

1'-6"O/H

4'-6"

1'-0

"O

/H

1'-6"O/H

1'-0

"

4'-438"6'-6" 1'-25

8"

2'-0

"O

/H11

'-0"

14'-0"3'-6"

9'-1

58"

6'-8

38"

3'-4

78"

9'-212"9'-21

8"Z

ENG

'D. R

OO

F TR

USSE

S

CONSTRUCTION NOTES:


LINE INDICATES ROOF GIRDER TRUSS ABOVE; REFER TO ROOF TRUSSSUPPLIER ENG'D. SHOP DWG'S.


ROUGH-IN PIPE FOR SOIL GAS MITIGATION TO ROOF.

ROUGH-IN PVC PIPE FOR FUTURE PHOTOVOLTAICS (PV) ROOFPANELS.

HIDDEN LINE INDICATE EXTERIOR WALL BELOW.

HIDDEN LINE INDICATES ROOF OVERHANG ABOVE.

45

1

2

1

1

3

4

5

6

1

1

1

1

2

2

ENG'D. ROOF TRUSSES

ENG'D. ROOF TRUSSES

ENG

'D. R

OO

F TR

USSE

S

ENG'D. ROOF TRUSSES

ENG'D. ROOF TRUSSES

2

7

3

33

2'-0

"

6

6

7

7 7

2'-2

58"

O/H

5'-2" 17'-8" 5'-2"

2

2

FURN.

2'-6" x 6'-8"

3'-9"

FURNACEROOM

3'-0" x 4'-9"

BUIL

T-IN

MIL

LWO

RK; A

S PE

R O

WN

ERS

SPEC

SECONDMASTER

17'-0" x 10'-6"

R3





GENERAL CONDITIONS:



SHEET NUMBER:

SHEET TITLE:

PROJECT TITLE:

Job No.:

Date:

Scale:

2016-01

DEC-29-2016

AS NOTED

Drawn By: bp / mc

Checked: mc

# DATE: REVISION:

R1JAN, 052016


DATE: ISSUED FOR:


Issued for TENDER



SITE NORTH:

A AT E RM I


KELOWNA, B.C.

CANADA V1Y 4B4

TEL.

EMAIL

250.863-5956

[email protected]

R2JAN, 072017


01/09/2017

R3MAR, 122017


UPPER FLOOR PLANSCALE: 1/4" = 1'-0"

1A203

UPPER FLOOR AREA = 2,485ft²

UPPERFLOOR PLAN

A203

AutoCAD SHX Text

floor plans

AutoCAD SHX Text

true north

RWL

RWL

RWL

3:12

8:12

5

2

4

8

6

7

3

1

9

10

11

12

JDCB F G

KA H78'-0"

E

72'-0

"

4'-0

"

2'-0

"10

'-0"

18'-0

"14

'-6"

27'-6

"

32'-0

"10

'-0"

8'-0

"4'

-0"

8'-0

"10

'-0"

15'-0" 45'-6" 17'-6"

2'-0"6'-6" 6'-0" 14'-0" 6'-0" 28'-0"

A

12

1

1A400

1A400

3A401

3A401

1A401

1A401

2A400

2A400

2A401

2A401

4A401

4A401

8:12

8:12

12:1212:12

3:12

3:12

8:12 8:12

3:12

3:12

3:12

3:12

SLO

PE

SLO

PE

SLOPE

8:12

8:12

8:12 8:12

8:12 8:12

3:12

SLO

PE

1

4'-0"

2'-0

"

2

2

2

3

4

RIDGERI

DG

E

RID

GE

RID

GE

RIDGE

RID

GE

8:12

3:12

3:12

3:12

1'-0"O/H

1'-0

"O

/H

1'-0

"O

/H

1'-0"O/H

1'-0

"O

/H

1'-0"O/H

1'-6

"O

/H

1'-0"O/H

1'-0"O/H

1'-0"O/H

1'-0

"O

/H

1'-0

"O

/H1'

-6"

1'-0

"1'

-0"

O/H

1'-6

"

1'-6"O/H

1'-0

"O

/H6"

1'-6

"O

/H

1'-6

"O

/H

1'-0

"O

/H

1'-6"O/H

1'-6"O/H

1'-0

"O

/H

1'-0"O/H

2'-0

"6'

-0"

ROO

F O

VER

HAN

G

HIP

RIDGE

RIDGE

8:12

RWL

RWLRWL

RWL

RWL

RWL

RWLRWL

RWL

RWL

RWL

RWL

RWL

RWL

RWL5

RWL

RWL

RWL

RWL

RWL

RWL

RWLRWL

1'-6"O/H

RWL

ROOF CONSTRUCTION NOTES:

RIDGE VENT REQUIRED BY CURRENT BCBC FOR ATTIC VENTING.TYPICAL FOR ALL RIDGE LOCATIONS.

LINE DENOTES PRE-FINISHED METAL GUTTER TYPICAL.

ROOF SADDLE REQUIRED BEHIND CHIMNEY TO DIVERT WATER.

FIREPLACE CHIMNEY W/ CUSTOM METAL CHIMNEY CAP &PRE-CAST CONCRETE SILL. CHIMNEY TO BE CENTERED ON PELLETSTOVE COMBUSTION VENT.

CENTER RWL ON VERANDA COLUMN BELOW.

1

2

3

SYMBOL LEDGEND:

DASHED LINE DENOTES O/S FACE OF IFC EXTERIOR WALL BELOW.

HATCH DENOTES ASPHALT SHINGLES; REFER TO

'EXTERIOR FINISHES LEGEND'.

HATCH DENOTES STANDING SEAM METAL ROOF; REFER TO

'EXTERIOR FINISHES LEGEND'.

RAIN WATER LEADER.

GENERAL NOTES:

1. ATTIC VENTING TO CONFORM WITH CURRENT BCBC.

2. ALL RAIN WATER LEADERS TO BE MECHANICALLY FASTENED TO GUTTER SYSTEMS TYP.

3. ALL RAIN WATER LEADERS TO BE OFFSET NO LESS THAN 6" FROM CORNER OF BUILDING UNLESSWHERE CONFLICTS WITH WINDOW LOCATIONS. OWNER/ CONTRACTOR TO CONFIRMLOCATIONS ON SITE.

4. ROOF OVERHANG DIMENSIONS TAKEN FROM O/S FACE OF ICF FORM TYPICAL.

RWL

4

5





GENERAL CONDITIONS:



SHEET NUMBER:

SHEET TITLE:

PROJECT TITLE:

Job No.:

Date:

Scale:

2016-01

DEC-29-2016

AS NOTED

Drawn By: bp / mc

Checked: mc

# DATE: REVISION:

R1JAN, 052016


DATE: ISSUED FOR:


Issued for TENDER



SITE NORTH:

A AT E RM I


KELOWNA, B.C.

CANADA V1Y 4B4

TEL.

EMAIL

250.863-5956

[email protected]

R2JAN, 072017


01/09/2017

R3MAR, 122017


ROOF PLANSCALE: 1/4" = 1'-0"

1A204

ROOF PLAN

A204

AutoCAD SHX Text

floor plans

AutoCAD SHX Text

true north

B C D G F J KA

T/O UPPER FLOOR SHEATH'G

U/S OF GARAGE ROOF TRUSSES

T/O MAIN FLOOR SHEATH'G100'-0"

T/O UPPER FLOOR SHEATH'G

8

12

12

12

T/O MAIN FLOOR SHEATH'G

T/O GARAGE SLAB @ O/H DOOR

ROOF PEAK

28'-1

" [8.

56m

]

MID POINT OF ROOF

6'-0

1 4"6'

-01 4"

8

12

123

12 34 5 5

6

7 9

10 1114

15 166

2'-3" 1'-0"

6"

2'-1012" 1'-9"

2'-3"1'-0"

6"

AVERAGE GRADE - EAST ELEVATION97'-6"

16

EQ. EQ.

LC

17 17

2'-0"

EQ.EQ.

TYP.18

19

TYP.20 21 21 21

2216

T/O ICF WALL @ KNEE WALL

T/O ICF WALL @ DORMERS



U/S OF ROOF TRUSSES

R3

1

EXTERIOR GENERAL NOTES:

GENERAL NOTES:1. SUBMIT COLOR / FINISH SAMPLES FOR ALL EXTERIOR FINISHES FOR DESIGNER/ OWNER'S

APPROVAL PRIOR TO ORDERING MATERIALS. FULL SCALE MOCK-UPS REQUIRED ON SITEFOR OWNERS APPROVAL PRIOR TO ORDERING OR INSTALLING ANY EXTERIOR FINISHES.BUILDER TO COORDINATE SITE MOCK-UPS WITH ALL SUB-TRADES.

2. ALL GUARDRAILS MUST MEET CURRENT BCBC REQUIREMENTS.

3. ALL SOFFITS TO BE VENTED ALUMINUM UNLESS NOTED OTHERWISE. COLOUR TO BE WHITE.

STANDING SEAM METAL ROOF;MANUF WestForm METALSSTYLE 12" PROLOKCOLOUR: CHARCOAL GREY, QC 8306

PROVIDE SAMPLE FOR DESIGNER/ OWNER APPROVAL

4" HORIZONTAL LAP SIDING;MANUF JamesHardieSTYLE ARTISAN® LAP SIDINGCOLOR PEARL GRAYTEXTURE SMOOTHTHICKNESS 5/8"

LAMINATED ASPHALT SHINGLES;MANUF BP of CANADA CORP.COLOUR SHADOW BLACK or TWILIGHT GREY; OWNER APPROVALPRODUCT MANOIR

BOARD & BATTEN SIDING by JamesHardie.MANUF JamesHardieCOLOUR PEARL GRAYTEXTURE SMOOTHBATTEN WIDTH 2"VERTICAL PANEL SIDING PROFILE 12"

4" WIDE WINDOW / CORNER TRIM TYP.;MANUF JamesHardieSTYLE ARTISAN®COLOUR Benjamin Moore: OC-65 ' Chantilly Lace'TEXTURE SMOOTHTHICKNESS 1 12"

SMOOTH ACRYLIC STUCCO FINISH COAT, OVER (2) LAYERS OF SAND & CEMENT BASE COATS TYP.;COLOUR TO MATCH PEARL GRAY by JamesHardie

EXTERIOR WINDOWS; REFER TO WINDOW SCHEDULE FOR SPECIFICATIONS.

42" HIGH PRE-FINISHED ALUMINUM GUARDRAIL/ RAILINGS; TO MEET CURRENT BC CODE.COLOR TO MATCH WINDOW COLOURFINISH MATTE

8" PRE-FINISHED JamesHardie FASCIA W/ 2" SHADOW BOARD.COLOUR Benjamin Moore: OC-65 ' Chantilly Lace'

SOLID WOOD ENTRY DOOR (INSULATED) W/ DOUBLE GLAZED, LOW-E WINDOW & SIDELIGHT;STAIN & SEALED.

DOOR STYLE: AS PER OWNER'S SELECTION

INSULATED OVERHEAD RESIDENTIAL GARAGE DOOR WITH GLAZING;MANUF ASSA-ABLOYSTYLE WD3455DOOR DESIGN 3080TOP SECTION STYLE 3-LITETRIM EDGE PROFILE SQUARE EDGECOLOUR PAINT GRADE; Benjamin Moore: OC-65 ' Chantilly Lace'DECORATIVE HARDWARE CAROLINA (14" HANDLES (2) PER DOOR,

12" STRAP (4) PER DOOR)

2" METAL CAP FLASHING, 24ga. THICKNESS TYPICAL.MANUF SOPREMA or APPROVED EQUALCOLOUR TO MATCH FASCIA COLOUR

DRY STACKED BOULDER RETAINING WALL AS PER FINISHED GRADES.

DOUBLE 4"x4" SOLID WOOD COLUMNS; PRIME + PAINTED. REFER TO DETAIL.COLOUR Benjamin Moore: OC-65 ' Chantilly Lace'TEXTURE SMOOTH

PRE-FINISHED ALUMINUM 5" HALF ROUND GUTTER (AS PER IMAGE BELOW) & 3" DIA. RAIN WATER LEADERS TYP.COLOUR KAYCAN (03) PEARL GREY

THIN STONE VENEER;MANUF PANGAEASTYLE LEDGESTONECOLOUR WEST COAST

4"x4" SOLID WOOD DECORATIVE BRACKET PRIME & PAINT ALL 6 SIDES TYPICAL;COLOUR Benjamin Moore: OC-65 ' Chantilly Lace'TEXTURE SMOOTH

WALL MOUNTED GOOSENECK FARM LIGHT FIXTURE, TYPICAL;MANUF BARN LIGHT USA (TO MATCH)COLOUR BLACKFINISH MATTESHADE SIZE 13" SHADEWATTAGE 200W LED, ON DIMMER SWITCH

12" X 18" SMALL RECTANGULAR GABLE VENT WHITE TYPICAL;MANUF DURAFLOPART No. 626075-00COLOUR WHITE

8" HIGH HORIZONTAL BAND BOARD W/ 1 12" SLOPED TRIM ON TOP. HORZ. FLASHING REQUIRED AT TOP OFTRIM. MAINTAIN 14" GAP BETWEEN TRIM AND PANEL ABOVE, REQ'D. FOR WATER EGRESS. TYPICAL;MANUF

JamesHardieSTYLE ARTISAN®COLOUR Benjamin Moore: OC-65 ' Chantilly Lace'TEXTURE SMOOTHTHICKNESS 1 12"

PROFILE

1x4" T&G APPEARANCE GRADE SPF PREFINISHED SOFFIT TYP.;MANUF WOODTONESTYLE FINELINE REALSOFFIT™EDGE SQUARE EDGECOLOUR IRISH CREAM

PRE-FINSHED METAL CHIMNEY CAP W/ CONT. 4" DRIP FLASHING AS PER IMAGES BELOW;COLOUR TO MATCH STANDING SEAM METAL ROOF COLOUR.

STYLE

FLASHING

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

EXTERIOR FINISHES LEGEND:

21

Z:\01 - PROJECTS\01 - CURRENT\2016\2277 BELGO Road\06 Specs\Half round gutter.jpg

22

..\06 Specs\Chimney Cap.jpg

Z:\01 - PROJECTS\01 - CURRENT\2016\2277 BELGO Road\06 Specs\Chimney Cap2.jpg

18 5 4 212

8

12

T/O UPPER FLOOR


8

12


T/O GARAGE WALL PLATE

MID POINT OF ROOF

AVERAGE GRADE - NORTH ELEVATION98'-0"

27'-8

" [8.

43m

]

11 11

TYP18

TYP19

10 10

21

21 21

22

1'-0"TYP.



U/S OF ROOF TRUSSES

PROPOSED - FRONT ELEVATION (EAST)SCALE: 1/4" = 1'-0"

1-





GENERAL CONDITIONS:



SHEET NUMBER:

SHEET TITLE:

PROJECT TITLE:

Job No.:

Date:

Scale:

2016-01

DEC-29-2016

AS NOTED

Drawn By: bp / mc

Checked: mc

# DATE: REVISION:

R1JAN, 052016


DATE: ISSUED FOR:


Issued for TENDER



SITE NORTH:

A AT E RM I


KELOWNA, B.C.

CANADA V1Y 4B4

TEL.

EMAIL

250.863-5956

[email protected]

R2JAN, 072017


01/09/2017

R3MAR, 122017


PROPOSED - SIDE ELEVATION (NORTH)SCALE: 1/4" = 1'-0"

2-

BUILDINGELEVATIONS

A300

AutoCAD SHX Text

floor plans

AutoCAD SHX Text

true north

E AHK

123

T/O UPPER FLOOR SHEATH'G.


8

12

HIDDEN LINE INDICATESINTERIOR CEILING LINE

5'-7

"

8

13

AVERAGE GRADE - WEST ELEVATION96'-2"

MID POINT OF ROOF

29'-6

" [8.

99m

]

16

SWALE REQ'D. TO DIVERT WATERFROM SUNKEN LANDSCAPE AREA.

CONT. GUARDRAIL;BREAK IN GUARD FOR

CLARITY OF ITEMSBEHIND

21 21 21

21



U/S OF ROOF TRUSSES

3 6 7 9 10 11 121

T/O BASEMENT SLABT/O BASEMENT SLAB

13

MID POINT OF ROOF

AVERAGE GRADE - SOUTH ELEVATION94'-8"

31'-0

" [9.

45m

]

16

16

21 21 21



U/S OF ROOF TRUSSES

T/O UPPER FLOOR SHEATH'G.



1

EXTERIOR GENERAL NOTES:

GENERAL NOTES:1. SUBMIT COLOR / FINISH SAMPLES FOR ALL EXTERIOR FINISHES FOR DESIGNER/ OWNER'S

APPROVAL PRIOR TO ORDERING MATERIALS. FULL SCALE MOCK-UPS REQUIRED ON SITEFOR OWNERS APPROVAL PRIOR TO ORDERING OR INSTALLING ANY EXTERIOR FINISHES.BUILDER TO COORDINATE SITE MOCK-UPS WITH ALL SUB-TRADES.

2. ALL GUARDRAILS MUST MEET CURRENT BCBC REQUIREMENTS.

3. ALL SOFFITS TO BE VENTED ALUMINUM UNLESS NOTED OTHERWISE. COLOUR TO BE WHITE.

STANDING SEAM METAL ROOF;MANUF WestForm METALSSTYLE 12" PROLOKCOLOUR: CHARCOAL GREY, QC 8306

PROVIDE SAMPLE FOR DESIGNER/ OWNER APPROVAL

4" HORIZONTAL LAP SIDING;MANUF JamesHardieSTYLE ARTISAN® LAP SIDINGCOLOR PEARL GRAYTEXTURE SMOOTHTHICKNESS 5/8"

LAMINATED ASPHALT SHINGLES;MANUF BP of CANADA CORP.COLOUR SHADOW BLACK or TWILIGHT GREY; OWNER APPROVALPRODUCT MANOIR

BOARD & BATTEN SIDING by JamesHardie.MANUF JamesHardieCOLOUR PEARL GRAYTEXTURE SMOOTHBATTEN WIDTH 2"VERTICAL PANEL SIDING PROFILE 12"

4" WIDE WINDOW / CORNER TRIM TYP.;MANUF JamesHardieSTYLE ARTISAN®COLOUR Benjamin Moore: OC-65 ' Chantilly Lace'TEXTURE SMOOTHTHICKNESS 1 12"

SMOOTH ACRYLIC STUCCO FINISH COAT, OVER (2) LAYERS OF SAND & CEMENT BASE COATS TYP.;COLOUR TO MATCH PEARL GRAY by JamesHardie

EXTERIOR WINDOWS; REFER TO WINDOW SCHEDULE FOR SPECIFICATIONS.

42" HIGH PRE-FINISHED ALUMINUM GUARDRAIL/ RAILINGS; TO MEET CURRENT BC CODE.COLOR TO MATCH WINDOW COLOURFINISH MATTE

8" PRE-FINISHED JamesHardie FASCIA W/ 2" SHADOW BOARD.COLOUR Benjamin Moore: OC-65 ' Chantilly Lace'

SOLID WOOD ENTRY DOOR (INSULATED) W/ DOUBLE GLAZED, LOW-E WINDOW & SIDELIGHT;STAIN & SEALED.

DOOR STYLE: AS PER OWNER'S SELECTION

INSULATED OVERHEAD RESIDENTIAL GARAGE DOOR WITH GLAZING;MANUF ASSA-ABLOYSTYLE WD3455DOOR DESIGN 3080TOP SECTION STYLE 3-LITETRIM EDGE PROFILE SQUARE EDGECOLOUR PAINT GRADE; Benjamin Moore: OC-65 ' Chantilly Lace'DECORATIVE HARDWARE CAROLINA (14" HANDLES (2) PER DOOR,

12" STRAP (4) PER DOOR)

2" METAL CAP FLASHING, 24ga. THICKNESS TYPICAL.MANUF SOPREMA or APPROVED EQUALCOLOUR TO MATCH FASCIA COLOUR

DRY STACKED BOULDER RETAINING WALL AS PER FINISHED GRADES.

DOUBLE 4"x4" SOLID WOOD COLUMNS; PRIME + PAINTED. REFER TO DETAIL.COLOUR Benjamin Moore: OC-65 ' Chantilly Lace'TEXTURE SMOOTH

PRE-FINISHED ALUMINUM 5" HALF ROUND GUTTER (AS PER IMAGE BELOW) & 3" DIA. RAIN WATER LEADERS TYP.COLOUR KAYCAN (03) PEARL GREY

THIN STONE VENEER;MANUF PANGAEASTYLE LEDGESTONECOLOUR WEST COAST

4"x4" SOLID WOOD DECORATIVE BRACKET PRIME & PAINT ALL 6 SIDES TYPICAL;COLOUR Benjamin Moore: OC-65 ' Chantilly Lace'TEXTURE SMOOTH

WALL MOUNTED GOOSENECK FARM LIGHT FIXTURE, TYPICAL;MANUF BARN LIGHT USA (TO MATCH)COLOUR BLACKFINISH MATTESHADE SIZE 13" SHADEWATTAGE 200W LED, ON DIMMER SWITCH

12" X 18" SMALL RECTANGULAR GABLE VENT WHITE TYPICAL;MANUF DURAFLOPART No. 626075-00COLOUR WHITE

8" HIGH HORIZONTAL BAND BOARD W/ 1 12" SLOPED TRIM ON TOP. HORZ. FLASHING REQUIRED AT TOP OFTRIM. MAINTAIN 14" GAP BETWEEN TRIM AND PANEL ABOVE, REQ'D. FOR WATER EGRESS. TYPICAL;MANUF

JamesHardieSTYLE ARTISAN®COLOUR Benjamin Moore: OC-65 ' Chantilly Lace'TEXTURE SMOOTHTHICKNESS 1 12"

PROFILE

1x4" T&G APPEARANCE GRADE SPF PREFINISHED SOFFIT TYP.;MANUF WOODTONESTYLE FINELINE REALSOFFIT™EDGE SQUARE EDGECOLOUR IRISH CREAM

PRE-FINSHED METAL CHIMNEY CAP W/ CONT. 4" DRIP FLASHING AS PER IMAGES BELOW;COLOUR TO MATCH STANDING SEAM METAL ROOF COLOUR.

STYLE

FLASHING

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

EXTERIOR FINISHES LEGEND:

21

Z:\01 - PROJECTS\01 - CURRENT\2016\2277 BELGO Road\06 Specs\Half round gutter.jpg

22

..\06 Specs\Chimney Cap.jpg

Z:\01 - PROJECTS\01 - CURRENT\2016\2277 BELGO Road\06 Specs\Chimney Cap2.jpg

PROPOSED - REAR ELEVATION (WEST)SCALE: 1/4" = 1'-0"

1-

C:\00-Project Folder\02 - Personal Projects\2277 BELGO Road\03 Design Drawings\01 - Images\2016-09-18 11_33_34-Modern Farmhouse Exterior Design Ideas, Remodels & Photos.png

SHED ROOF DETAIL

@ GARAGE TYP.





GENERAL CONDITIONS:



SHEET NUMBER:

SHEET TITLE:

PROJECT TITLE:

Job No.:

Date:

Scale:

2016-01

DEC-29-2016

AS NOTED

Drawn By: bp / mc

Checked: mc

# DATE: REVISION:

R1JAN, 052016


DATE: ISSUED FOR:


Issued for TENDER



SITE NORTH:

A AT E RM I


KELOWNA, B.C.

CANADA V1Y 4B4

TEL.

EMAIL

250.863-5956

[email protected]

R2JAN, 072017


01/09/2017

R3MAR, 122017


BUILDINGELEVATIONS

A301PROPOSED - SIDE ELEVATION (SOUTH)SCALE: 1/4" = 1'-0"

2-

AutoCAD SHX Text

floor plans

AutoCAD SHX Text

true north

T/O STRIP FOOTING

GJ H C BDF

STORAGE

STORAGEUNDERSTAIRS

STORAGE BATHROOM GUESTBEDROOMCLOSET

6'-1

058"

[210

0mm

]

2x8" OUTLOOKS TOPICK-UP STAIR HEADER

17 R

ISER

S @

6 7

8" =

9'-9

38"

BSM

T. S

LAB

T/O

LA

ND

ING

678"

18 R

ISER

S @

7" =

10'

-61 4"

FLR.

TO

FLR

.

BASEMENTSTAIRS

MAINSTAIRS

CLOSET

MASTERW.I.C.BATHROOM

CLOSETBATHROOM BEDROOM

#1LEGO RM./

STUDY

HIDDEN LINE OUTLINESGARAGE ROOF BEYOND.

T/O BASEMENT SLAB

T/O MAIN FLOOR SHEATHING

T/O UPPER FLOOR SHEATHING

10'-6

1 4"10

'-41 4"

8"9'

-11 2"

BOULDER RETAININGWALL; AS PER OWNERSSPEC.

CONCRETE STEPS REQUIREDDOWN TO SUNKEN AREA &BASEMENT ENTRANCE DOOR;GENERAL CONTRACTOR TOCOORDINATE GRADING ON SITE.

F24

F1

F6

F7

F7

F1

F6

R1R1R2

R2

W18

W26

W26

W18

W26

W3

R1

P24

P14

P26

DECORATIVE WOODBRACKET; REFER 'EXTERIORFINISH SCHEDULE' ONBLDG. ELEV. SHEET.

R2

CAST-IN PLACE CONC. STRINGER &FOUNDATION W/ PRE-CAST CONC.

TREADS; AS PER IMAGE.

U/S OF ROOF TRUSSES

R3

R3

R3

3

1096 117

1 42

634"

HELL

HGT.

9'-0

"

SEWINGROOM

HALLWAY GUESTBEDROOM

STORAGE

COVEREDVERANDA

8" MIN

.

COVEREDDECK

2A500

PROVIDE COMPACTED ENGINEERED FILL;COMPACT IN LIFTS PER ENGINEER'S SPEC

9'-1

" TYP

.FL

R. S

HEA

TH'G

. TO

U/S

OF

GW

B C

EILI

NG

9'-0

"

F24

2A500

SIM.

T/O STRIP FOOTING

T/O BASEMENT SLAB



U/S OF ROOF TRUSSES

9'-1

" TYP

.FL

R. S

HEA

TH'G

. TO

U/S

OF

GW

B C

EILI

NG

9'-1

" TYP

.FL

R. S

HEA

TH'G

. TO

U/S

OF

GW

B C

EILI

NG

STUDY

BATHROOM

LIVINGROOM

CLOSETHALLWAYWASHAREA

SHOWERAREA BED. #1 GUEST

BEDROOM

R1

R2

R1

F1TYP.

F6TYP.

W18

W26

W26

W18

W26

W26

P14

P24

P24

P24

D212

D210

R2

D112

12" MIN. OF DRAIN ROCK BENEATHEXTERIOR DECKS FOR DRAINAGE TYP.

PERFORATED PVC DRAINAGE TILEC/W FILTER SOCK; CONNECT TO U/GROOF DRAINAGE W/ SLOPE TODISCHARGE/COLLECTION POINT TYP.

N.I.C.N.I.C.

R3

BUILDING SECTIONSCALE: 1/4" = 1'-0"

1A202





GENERAL CONDITIONS:



SHEET NUMBER:

SHEET TITLE:

PROJECT TITLE:

Job No.:

Date:

Scale:

2016-01

DEC-29-2016

AS NOTED

Drawn By: bp / mc

Checked: mc

# DATE: REVISION:

R1JAN, 052016


DATE: ISSUED FOR:


Issued for TENDER



SITE NORTH:

A AT E RM I


KELOWNA, B.C.

CANADA V1Y 4B4

TEL.

EMAIL

250.863-5956

[email protected]

R2JAN, 072017


01/09/2017

R3MAR, 122017


BUILDINGSECTIONS

A400BUILDING SECTIONSCALE: 1/4" = 1'-0"

2A202

AutoCAD SHX Text

floor plans

AutoCAD SHX Text

true north

9

3

106 117

1 42

REC.ROOM HALLWAY

COVEREDVERANDA

8" MIN

.

COVEREDDECK

F24

T/O STRIP FOOTING

T/O BASEMENT SLAB



FRONTFOYER

LIVINGROOM

LIVINGROOM

UPPERHALLWAY

R1

R2

R1

F1TYP.

F6TYP.

W18

W3

W18

W26

W26

P14

D212

D210

R2

8

DROPPED BULKHEAD FORHVAC PLENUMS AS REQ'D

BY MECH. SYSTEM.

W3

12

F44

F44

D112

CAST-IN PLACE CONC. STRINGER &FOUNDATION W/ PRE-CAST CONC.TREADS; AS PER IMAGE.

FILL VOIDS W/ FOAM-IN-PLACEINSULATION 6" DEPTH MIN. AT ALLEXTERIOR WALLS TYP.

PERIMETER DRAINAGE REQUIRED ASPER GEOTECHNICAL ENGINEERREPORT TYP.

STORAGE 12" MIN. OF DRAIN ROCK BENEATHEXTERIOR DECKS FOR DRAINAGE TYP.

U/S OF ROOF TRUSSES

1A500

SIM.

R3

MODIFIED ENG'D TRUSS SYSTEM; AS PERTRUSS SUPPLIER.

2 5

R2



SINGLE CARGARAGE



R1

LINE OF ASPHALT OR GRAVEL DRIVEWAY;AS PER OWNERS SPEC.

F3

F5SIM. W/ GWB

SLOPE 6" MIN.

2'-3

"T/

O C

ON

C.

SLA

B

W3

1x6" FINISHED FASCIA BOARD W/GUTTER & FASCIA BRACKETS FOR GUTTER.

KNEE BRACE; REFER TO DETAIL.

4x8" FAUX TIMBER BEAM (SMOOTH,PAINTED) BOLTED TO 2x4 TRUSS TOPCHORDS W/ HIDDEN FASTENERS.

8"HE

ELHG

T.

INSULATED BEAM W/ SPRAY-IN-PLACEINSULATION; TYP. FOR ALL PERIMETER BEAMS

R1

WOOD SOFFIT.

P14

P24MASTER

REST ZONE MASTERW.I.C.

8"

W16

MA

INTA

INM

IN. F

ROST

PRO

TEC

TION

W26

W16

W26

MASTERENSUITE


GIRDER TRUSS REQ'D. TO CARRY UPPERHEADER FOR DORMER FRAMING; REFER TOENG'D. ROOF TRUSS SHOP DWG'S.

R3

R3

H K

R2



SINGLE CARGARAGE



9'-1

" TYP

.FL

R. T

O U

/S O

F C

EILI

NG

6'-0

"2'

-1"

R1

R3

LAP DOOR SILL MEMBRANE W/WATERPROOFING DECKING MEMBRANE

P.T. PLYWOOD SILL PLATE W/ SILLGASKET BENEATH FOR PROTECTION

PRE-FINISHED METAL FLASHING WITH DRIP EDGEAT DOOR SILL; COLOR TO MATCH DOOR SILL

D212

D112

LINE OF FINISHED GRADE. SLOPE GRADEAWAY FROM BUILDING TYP.

F3

F5SIM. W/ GWB

FLUSH DOOR HEADER REQ'D.;AS PER TRUSS SUPPLIER ENG'D. DWG'S.

MASTERREST ZONE

W16

W26

W16

W26

COVEREDDECK

R3



J

LINE OF ASPHALT OR GRAVEL DRIVEWAY;AS PER OWNERS SPEC.

F3

1x6" FINISHED FASCIA BOARD W/GUTTER + FASCIA BRACKETS FOR GUTTER

ATTACHMENT.

8"HE

ELHG

T.

R1

W16

MA

INTA

INM

IN. F

ROST

PRO

TEC

TION

U/S OF GARAGE ROOF TRUSSES

10'-1

"

2'-3

"T/

O C

ON

C.

SLA

B

G

INSULATE VOID SPACE W/ SPRAY-IN-PLACEINSULATION; TYP. FOR ALL LOCATIONS

W16

3" MIN

.

W26

W26

WOOD SOFFIT

R2

SLOPE 6" MIN. SLOPE

F4 4

DOUBLE CARGARAGE





GENERAL CONDITIONS:



SHEET NUMBER:

SHEET TITLE:

PROJECT TITLE:

Job No.:

Date:

Scale:

2016-01

DEC-29-2016

AS NOTED

Drawn By: bp / mc

Checked: mc

# DATE: REVISION:

R1JAN, 052016


DATE: ISSUED FOR:


Issued for TENDER



SITE NORTH:

A AT E RM I


KELOWNA, B.C.

CANADA V1Y 4B4

TEL.

EMAIL

250.863-5956

[email protected]

R2JAN, 072017


01/09/2017

R3MAR, 122017


BUILDINGSECTIONS

A401BUILDING SECTIONSCALE: 1/4" = 1'-0"

3A202


1A202


2A202


4A202

AutoCAD SHX Text

floor plans

AutoCAD SHX Text

true north

CONCRETE FOUNDATION;REINFORCED PER ENGINEER'S SPEC.

WATERPROOFING MEMBRANE

DRAINAGE MEMBRANE

PERFORATED PVC FOOTING DRAINAGE TILE W/ 6" (MIN) OF 3 4"Ø CLEARGRAVEL COVERAGE AT ALL SIDES AND FILTER FABRIC; PROVIDE POSITIVESLOPE TO DISCHARGE/SUMP PIT. MAINTAIN 12" MIN FROM TOP OF SLAB;

EXTEND WATERPROOFING/DAMP-PROOFING MEMBRANEAND DRAINAGE MEMBRANE TOBASE OF FOOTING

PROVIDE CONT. CHAMFER ATFOOTING/WALL TRANSITION

1'-0

" (M

IN) T

O IN

VER

T

T/O BASEMENT SLAB

INTERIOR WALL FINISH PER ID DWGS & SPEC.

LAP & SEAL POLY VAPOUR BARRIER W/RIGID INSULATION AND UNDER-LAYMENT

CUT TRENCH AS REQUIRED TO MAINTAIN ADEQUATE TILE SLOPE ANDMINIMUM CLEARANCE TO BASEMENT SLAB; PROVIDE 2:1 CUT FROMFOOTING TOE UNLESS OTHERWISE NOTED BY GEOTECHNICAL ENGINEER.

LINE O

F EXCA

VATIO

N PER G

EOTEC

H.

216"

W1 8

F2 4

ICF LEDGER HANGER PERENGINEER'S SPEC.

JOIST HANGER TO SUIT LOADING; PERMANUFACTURER'S SPEC

PRE-FINISHED METAL DRIP FLASHING

T/O MAIN FLOOR

EXTEND FOUNDATION WATERPROOFINGABOVE CONSTRUCTION JOINT WHERE

LESS THAN 24" ABOVE FINISHED GRADE

12" CEMENT PROTECTION BOARD;

PARGED FINISH

8"M

INIM

UM

F1

SELF-ADHERING LAP FLASHINGEQUAL TO BLUESKIN SA; PROVIDE

CONTIN' EDGEJOINT SEALANT

W2 6

DELTA ® - FOOTING BARRIER REQ'D. AS ACAPILLARY BREAK TYP.; INSTALL AS PER MANUF.SPEC.

INTERIOR WALL FINISH PER ID DWGS & SPEC.

P.T. PLYWOOD SILL PLATE W/ SILLGASKET BENEATH FOR PROTECTION

EXTEND FOUNDATIONWATERPROOFING OVER SILL PLATE

CONTIN' HDG L3X3X516" SLAB LEDGER;

ANCHOR TO FOUNDATION W/ 12"Ø S.S./HDGANCHORS @ 24" O.C.

PRE-FINISHED METAL FLASHING WITH DRIPEDGE; COLOR TO MATCH DOOR SILL

SEAL B/S OF DOOR FRAME TOADHESIVE MEMBRANE

SILL GASKET BENEATH P.T. WOODPLATE TO PROTECT WOOD.

W2 6

F1

F4 4

TYPICAL FOUNDATION DETAILSCALE: 1- 1/2"=1'-0"

2A400

EXTERIOR DOOR SILL DETAILSCALE: 1- 1/2"=1'-0"

1A401





GENERAL CONDITIONS:



SHEET NUMBER:

SHEET TITLE:

PROJECT TITLE:

Job No.:

Date:

Scale:

2016-01

DEC-29-2016

AS NOTED

Drawn By: bp / mc

Checked: mc

# DATE: REVISION:

R1JAN, 052016


DATE: ISSUED FOR:


Issued for TENDER



SITE NORTH:

A AT E RM I


KELOWNA, B.C.

CANADA V1Y 4B4

TEL.

EMAIL

250.863-5956

[email protected]

R2JAN, 072017


01/09/2017

R3MAR, 122017


DETAILS

A500

AutoCAD SHX Text

floor plans

AutoCAD SHX Text

true north

Documents

SECTION 9.36.apps.kelowna.ca/CityPage/DevApps/DP17-0078 Belgo Rd 2277.pdf · coordinate with materia design inc. if any questions arise regarding placement and finishing of access