Phase 1 - Pre-Tender Review Drawings - Village of Lions Bay

GENERAL NOTESBUILDING CLASSIFICATION SUMMARYADDRESS & BUILDING DATAPHASE 1 DRAWING INDEXconsultants1.0 EXAMINATION OF SITETHE CONTACTOR SHALL VISIT THE SITE TO FULLYACQUAINT HIMSELF WITH ALL EXISTING CONDITIONSREASONABLY INFERABLE FROM EXAMINATION OF THESITE, AND ITS SURROUNDINGS, AND THE CONTRACTDOCUMENTS WITH RESPECT TO SURFACE ANDSUBSURFACE CONDITIONS, ACCESS TO THE SITE,EXISTING WORK, RESTRICTIONS PREVAILING ON SITE,DISPOSAL OF MATERIALS, REGULATIONS WITH RESPECTTO NOISE, SITE MAINTENANCE AND POLLUTION ANDOTHER CONDITIONS HAVING EFFECT ON THE EXECUTIONOF THE WORK AND IS FURTHER DEEMED TO HAVEINCLUDED IN THE CONTRACT PRICE ALL COSTSOCCASIONED THEREBY.2.0 DOCUMENTS REQUIREDMAINTAIN AT JOB SITE, ONE COPY OF EACH OF THEFOLLOWING:1. CONTRACT DRAWINGS & SPECIFICATIONS2. ADDENDA3. REVIEWED SHOP DRAWINGS4. CHANGE ORDERS5. OTHER MODIFICATIONS TO CONTRACT6. FIELD TEST REPORTS7. COLOUR SCHEDULE8. APPROVED PLANS FROM THE VILLAGE OFLIONS BAY.3.0 SETTING OUT THE WORKTHE OWNER WILL APPOINT AND PAY FOR A B.C. LANDSURVEYOR WHO WILL ESTABLISH PROPERTY LINES ANDBENCHMARK & LOCATE BUILDING ON SITE.THE SETTING OUT OF THE WORK SHALL REST SOLELYWITH THE CONTRACTOR WHO WILL BE RESPONSIBLE FORSAME.THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FORALL LINES, ELEVATIONS, AND MEASUREMENTS OF WORKEXECUTED UNDER THE CONTRACT. HE SHALL VERIFYFIGURES SHOWN4.0 FEES, PERMITS AND CERTIFICATESOBTAIN AND PAY FOR ALL REQUIRED PERMITS. PROVIDETHE INSPECTION AUTHORITIES WITH SUCH PLANS ANDINFORMATION AS MAY BE REQUIRED FOR ISSUE OFACCEPTANCE CERTIFICATES. FURNISH INSPECTIONCERTIFICATES IN EVIDENCE THAT WORK INSTALLEDCONFORMS WITH THE REQUIREMENTS OF THE AUTHORITYHAVING JURISDICTION.WHERE APPLICABLE ARRANGE FOR AND PAY FEES ANDDEPOSITS REQUIRED BY THE DISTRICT OF NORTHVANCOUVER - ENGINEERING DEPARTMENT FOR A STREETEXCAVATION PERMIT, TEMPORARY CROSSING PERMIT,SEWER, WATER AND GAS CONNECTION PERMIT, AND B.C.HYDRO AND TELEPHONE SERVICE CONNECTION FEES.5.0 CODES AND STANDARDSPERFORM WORK IN ACCORDANCE WITH THE LATESTEDITION OF THE BRITISH COLUMBIA BUILDING CODE ,LATEST EDITION, AND ALL CODES AND STANDARDS INFORCE IN BRITISH COLUMBIA.MATERIALS AND WORKMANSHIP SHALL CONFORM TO OREXCEED APPLICABLE STANDARDS OF CANADIANGOVERNMENT SPECIFICATION BOARD (CGSB), CANADIANSTANDARDS ASSOCIATION (CSA), AMERICAN SOCIETY FORTESTING AND MATERIALS (ASTM) AND OTHERREFERENCED ORGANIZATIONS.6.0 COOPERATION AND COORDINATION WITH OTHER CONTRACTORSTHE CONTRACTOR SHALL COORDINATE THE WORK OF ALLTRADES AND OTHER CONTRACTORS AND DETERMINE TOWHAT EXTENT WORK SPECIFIED IN EACH OF THECONTRACT DOCUMENTS IS AFFECTED BY WORKINDICATED ELSEWHERE AND MAKE ALL NECESSARYALLOWANCES FOR THEIR INTEGRATION.ALL ADDITIONAL WORK RESULTING FROM FAILURE TOMAKE SUCH DETERMINATION SHALL BE DONE AT NO COSTTO THE OWNER.COORDINATE THE WORK OF EACH TRADE TO ENSURETHAT SUCH WORK IS CONSISTENT WITH THEREQUIREMENTS FOR THE WORK OF A FOLLOWING TRADE.BEFORE COMMENCING ANY WORK, EACH TRADE MUSTREPORT TO THE CONTRACTOR ANY INCONSISTENCYBETWEEN THE WORK OF A PRECEDING TRADE AND THEREQUIREMENTS FOR THEIR WORK. ANY COSTS INCURREDBY THE CONTRACTOR OR TRADES TO RECTIFY SUCHINCONSISTENCIES SHALL BE AT NO EXPENSE TO THEOWNER.7.0 DAMAGE TO EXISTING SERVICESTHE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITYFOR ANY DAMAGE TO EXISTING PRIVATE AND PUBLICPROPERTY AND SERVICES, CAUSED BY CONSTRUCTIONOPERATIONS. HE SHALL REPAIR AND MAKE GOOD SAMEOR BEAR THE EXPENSE OF SUCH REPAIRING.8.0 VERIFICATION OF DIMENSIONSVERIFY DIMENSIONS, ELEVATIONS, AND EXISTINGFEATURES SHOWN ON THE DRAWINGS BEFORE LAYINGOUT THE WORK. NOTIFY CONSULTANT OF ANYDISCREPANCIES BEFORE STARTING WORK, OR BERESPONSIBLE FOR ANY ADDITIONAL COST ARISING OUT OFCORRECTIONS TO BE DONE.LARGE SCALE DETAILS AND PLANS SHALL TAKEPRECEDENCE OVER SMALLER SCALE DETAILS AND PLANS.THE ARCHITECTURAL DRAWINGS SHALL TAKEPRECEDENCE OVER THOSE OF OTHER CONSULTANTS.9.0 REVIEW OF WORKTHE CONSULTANT AND HIS APPOINTED REPRESENTATIVESHALL HAVE ACCESS TO THE WORK. IF PARTS OF THEWORK ARE IN PREPARATION AT LOCATIONS OTHER THANTHE PLACE OF THE WORK, ACCESS SHALL BE GIVEN TOSUCH WORK WHENEVER IT IS IN PROGRESS.MINIMUM 48 HOURS NOTICE REQUIRED FOR ALL FIELDREVIEWS.10.0 PROTECTION OF WORK AND PROPERTYPROTECTION OF OFFSITE AND PUBLIC PROPERTY:1. PROTECT ADJACENT PROPERTY FROMDAMAGE DURING THE PERFORMANCE OFTHE WORK.2. BE RESPONSIBLE FOR ALL DAMAGESINCURRED DUE TO IMPROPER PROTECTION.3. PROTECTION OF BUILDING FINISHES ANDEQUIPMENT. PROVIDE ADEQUATEPROTECTION FOR FINISHES AND PARTIALLYFINISHED BUILDING FINISHES ANDEQUIPMENT DURING THE PERFORMANCE OFTHE WORK. PROVIDE NECESSARY SCREENS,COVERS, HOARDINGS, ETC. AS REQUIRED.BE RESPONSIBLE FOR ALL DAMAGESINCURRED DUE TO IMPROPER LACK OFPROTECTION.11.0 CONSTRUCTION SAFETYTHE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLEFEDERAL, PROVINCIAL AND MUNICIPAL LAWS ANDREGULATIONS CONCERNING CONSTRUCTION SAFETY.THE CONTRACTOR SHALL COMPLY WITH THE WORKERS'COMPENSATION ACT OF BRITISH COLUMBIA ACCIDENTPREVENTION REGULATIONS (LATEST EDITION) AND SHALLPROVIDE ALL NECESSARY SAFETY REQUIREMENTS ASPRESCRIBED BY THE ACT FOR HIS WORK.PRECAUTIONS SHALL BE TAKEN TO PREVENT THEOVERLOADING OF ANY PART OF THE STRUCTURE, FALSEWORK, FORM WORK OR SCAFFOLDING DURING THEPROGRESS OF THE WORK, AND ANY DAMAGE RESULTINGFROM SUCH OVERLOADING SHALL BE MADE GOOD AT THEEXPENSE OF THE CONTRACTOR. NO LOAD BEARINGMEMBERS SHALL BE CUT, DRILLED OR SLEEVED WITHOUTTHE WRITTEN APPROVAL OF THE CONSULTANT.12.0 SHOP DRAWINGS AND SAMPLESTHE CONTRACTOR SHALL SUBMIT THREE WHITE PRINTS OFALL SHOP DRAWINGS TO THE PROJECT MANAGER FOR HISREVIEW.SHOP DRAWINGS SHALL BE PREPARED IN A CLEAR ANDTHOROUGH MANNER. COMPLETE WITH DETAIL TO SHOWMATERIAL ASSEMBLY. ALL SHOP DRAWINGS RELATING TOSTRUCTURAL OR BUILDING ENVELOP COMPONENTS MUSTBEAR A SEAL AND SIGNATURE OF A PROFESSIONALENGINEER REGISTERED IN THE PROVINCE OF BRITISHCOLUMBIA.THE FOLLOWING SHOP DRAWINGS AND AS NOTED IN THESPECIFICATIONS, SHALL BE SUBMITTED TO THEARCHITECT FOR HIS REVIEW:1. ROOF TRUSSES, FLOOR TRUSSES2. EXTERIOR WINDOWS AND DOORS3. INTERIOR WINDOWS, DOORS AND ROOFHATCH4. METAL HANDRAILSCONTRACTOR IS RESPONSIBLE TO REVIEW SHOPDRAWINGS AND TO COMMENT ON THE SHOP DRAWINGSPRIOR TO SUBMITTING TO THE CONSULTANT. SHOPDRAWINGS SUBMITTED TO THE CONSULTANT WITHOUTTHE CONTRACTOR'S COMMENTS, CONFIRMATION OF FIELDMEASUREMENTS, IDENTIFICATIONS OF DEVIATIONS FROMTHE CONTRACT DOCUMENTS SHALL BE RETURNED TO THECONTRACTOR WITHOUT APPROVAL.13.0 CLEAN UPCLEANING DURING CONSTRUCTION - THE CONTRACTORSHALL MAINTAIN THE PROJECT IN GOOD ORDER ANDPUBLIC PROPERTIES FREE FROM ACCUMULATION OFWASTE MATERIAL. WASTE IS TO BE REMOVED FROM THESITE DAILY.FINAL CLEANING - IN PREPARATION FOR SUBSTANTIALCOMPLETION INSPECTION, THE PROJECT MANAGER SHALLHIRE PROFESSIONAL AND SKILLED WORKERS TO CLEANTHE BUILDING'S EXTERIOR AND INTERIOR FINISHES. THISCLEANING IS TO INCLUDE THE WASHING, POLISHING,REMOVAL OF STAIN MARKS FROM ALL FINISH WORK, WASHAND POLISH ALL PLUMBING FIXTURES, TILE WORK,VACUUM ALL CARPETING ETC.14.0 HEATINGINSTALLATION OF ENTIRE HEATING SYSTEM MUST COMPLYWITH MANUFACTURER'S DIRECTIONS (WHEREAPPLICABLE), ENGINEERS DRAWINGS, LOCAL CODES ANDALL OTHER REGULATIONS IN ALL RESPECTS. CONFIRMLOCATIONS OF ANY CEILING DROPS WITH ARCHITECTPRIOR TO CONSTRUCTION.15.0 VENTILATIONALL INSULATED ROOF SPACES SHALL BE VENTILATED WITHSOFFIT, ROOF OR GABLE VENTS, IN COMBINATIONEQUALLY DISTRIBUTED BETWEEN TOP OF ROOF SPACEAND SOFFITS.ATTICS OF ROOF SPACES TO BE VENTED MINIMUM 1/300 OFAREA FOR TRUSSED ROOFS AND 1/150 FOR ROOFS BUILDWITH ROOF JOISTS.16.0 BUILDING SECURITYDOOR FRAMES TO OPENINGS FOR ENTRANCE ANDEXTERIOR DOORS SHALL BE SOLIDLY BLOCKED BETWEENTHE DOOR FRAME AND WALL FRAMING AT LOCK HEIGHTSO THAT THE FRAME WILL RESIST SPREADING BY FORCE.GLASS IN SUCH DOORS SHALL BE SAFETY GLASS.EXTERIOR HINGED DOORS WHICH SWING OUTWARD SHALLBE PROVIDED WITH HINGES AND PINS SUCH THAT THEDOORS CANNOT BE REMOVED WHEN THEY ARE IN THECLOSED POSITION.WHERE OPENINGS FOR EXTERIOR HINGED OR SLIDINGDOORS ARE LOCATED IN WOOD STUD WALLS, SOLIDHORIZONTAL BLOCKING SHALL BE PROVIDED AT BOTHSIDES OF SUCH OPENINGS FOR TWO STUD SPACES ANDSHALL BE LOCATED AT LOCK HEIGHT EXCEPT WHERESIDELIGHTS OR WINDOWS OCCUR.17.0 DIMENSIONS ON PLANSDIMENSIONS IN PLAN ARE TO THE OUTSIDE FACE OFPLYWOOD SHEATHING FOR EXTERIOR WALLS AND TOFACE/CENTRE OF STUDS FOR INTERIOR WALLS.CONCRETE DIMENSIONS ARE TO THE FACE OF CONCRETEWALLS.18.0 WARRANTYGENERAL CONTRACTOR TO PROVIDE 10 YEAR ROOFINGGUARANTEE. PROVIDE 5 YEAR WRITTEN GUARANTEEFROM THE ROOFING CONTRACTORS ASSOCIATION OF B.C.AND 5 YEAR WRITTEN GUARANTEE FROM THE ROOFINGCONTRACTOR. GENERAL CONTRACTOR TO CONTACTASSOCIATION PRIOR TO START OF ROOFING WORK TOALLOW THEM TIME TO VERIFY DETAILS AND ARRANGEAPPROPRIATE INSPECTIONS. ROOFING CONTRACTOR TOCOOPERATE WITH R.C.A.B.C. INSPECTORS TO PROVIDEREQUIRED DETAILS TO SATISFY THEIR GUARANTEE.19.0 PERMITS AND INSPECTIONSTHE CONSTRUCTION MANAGER AND/OR HISREPRESENTATIVE SHALL CALL FOR PERIODICINSPECTIONS AS REQUIRED FROM TIME TO TIME. ALLINSPECTION REPORTS ISSUED BY THE AUTHORITIESHAVING JURISDICTION MUST BE SUBMITTED MONTHLY TOTHE COORDINATING PROFESSIONAL.UPON COMPLETION OF THE PROJECT THE CONSTRUCTIONMANAGER SHALL CO-ORDINATE THE FINAL INSPECTIONAND TESTING OF THE BUILDING LIFE SAFETY SYSTEMSPRIOR TO ISSUANCE OF SUBSTANTIAL PERFORMANCE ANDAPPLICATION FOR OCCUPANCY PERMIT.THE FOLLOWING DOCUMENTS ARE REQUIRED AT THE TIMEOF SUBSTANTIAL PERFORMANCE :1) FINAL CLEANING OF ALL SURFACES BY APROFESSIONAL SERVICE2) REPRODUCIBLE DRAWINGS WITH AS-BUILTCONDITIONS NOTED3) A BINDER WITH OPERATION AND MAINTENANCEDATA AND WARRANTIES4) SPECIFIED QUANTITIES OF MAINTENANCEMATERIALS5) HVAC BALANCING REPORT6) FIRE ALARM VERIFICATION REPORT20.0 EXISTING GYMNASIUM FLOOR1. CONTRACTOR TO PROTECT THROUGHOUTCONSTRUCTION PERIOD.2. CONTRACTOR TO PROVIDE SEPARATE PRICE TOREFINISH.Building Classification by Major Occupancy:Refer to GHL Code Analysis ReportFire Alarm: YesOccupant Loads:OCCUPANT LOAD SUMMARYGroup A Div.2 Occupancies:Space with non-fixed tables and chairs 1/10.2sfClassrooms, 1/20sfReading writing rooms or lounges 1/20sfFitness/Exercise (per IBC): 1/50sfSPECIAL PRICING INSTRUCTIONSCONTRACTOR SHALL PROVIDE SEPARATE / ALTERNATE PRICINGFOR THE FOLLOWING ITEMS:1.0 ROOFINGSTANDING SEAM METAL ROOFING STANDARD COLOURRANGE C/W SNOW RETENTION CLIPS.2.0 DELETE EXTERIOR SPECIFIED PAVERS (PROVIDECOMPACTED SUB-BASE ONLY WHERE REQUIRED).3.0 EXTERIOR STAIR & ENTRY DECK (LOCATED AT D/6-7):DELETE SUSPENDED STRUCTURE & PILES. REPLACE WITHPAVERS AND ALLAN BLOCK RETAINING AND STAIRS ON FILLAS SPECIFIED.4.0 PROVIDE UNIT PRICE (PER CUBIC YARD) FOR NEW PLACEDFILL WHERE REQUIRED.5.0 FEATURE WALL AT FIREPLACE REMOVED: PROVIDE CASHALLOWANCE OF $5000 IN BASE BUDGET.6.0 PROVIDE NEW ACOUSTIC FABRIC COVERING TO EXISTINGACOUSTIC PANELS IN GYM.7.0 REFINISH EXISTING GYM FLOOR.CIVIC ADDRESS:400 Centre Road,Lions Bay, BCOCCUPANCY GROUP: GROUP A - Division 2CODE: BRITISH COLUMBIA BUILDING CODE 2006ZONE: -FIRE SPRINKLER SYSTEM:OWNER:Village Of Lions BayPO Box 141400 Centre RoadLions Bay, BCV0N 2E0GENERAL CONTRACTOR:ARCHITECTURAL:Millenia Architecture Corp.2-1456 Marine DriveWest Vancouver, BC V7P 1Y5tel 604 921 7266 fax 604 921 7244contact: Russ Meiklejohn MAIBCmillenia@shaw.caLEGAL DESCRIPTION:Part of Lot A, Block 11, District Lot 1575,Plan 22902(P.I.D. 016-173-953)NoneTEAMSTRUCTURAL:Parallel Consulting Structural Engineers Ltd.807-318 Homer StreetVancouver, BC V6B 2V2tel 604 669 1300 fax 604 669 1303contact: Bengt Jansson P.EngBJansson@parallelgroup.comGEOTECHNICAL:Geopacific Consultants Ltd.#215- 1200 West 73rd Ave.Vancouver BC V6P 6G5Contact : Steven M. Fofonoff P.Eng.604-439-0922fofonoff@geopacific.caMECHANICAL & PLUMBING:Cobalt Engineering180-200 Granville Street,Vancouver, BC V6C 1S4tel 604 687 1800 fax 604 687 1802contact: Mech Stuart Hood P.Eng.shood@cobaltengineering.comELECTRICAL:Cobalt Engineering180-200 Granville Street,Vancouver, BC V6C 1S4tel 604 687 1800 fax 604 687 1802contact: Gary Rhodegrhode@cobaltengineering.comArchitecturalIssued For:ReviewNov.13/12SITE LOCATION PLANNo:A0A1.0A1.1A2.1A2.2A2.3A2.4Drawing:Cover SheetGeneral NotesSite PlanFoundation PlanMain Floor PlanSecond Floor PlanAttic Floor/Roof PlanA3.1 Building SectionsA3.2 Building SectionsA4.1 West ElevationA4.2 South ElevationA4.3 North ElevationA4.4 East ElevationA5.1A5.2A5.3A6.1L1Main Floor Reflected Ceiling PlanSecond Floor Reflected Ceiling PlanAttic Floor Reflected Ceiling PlanDoor & Finish SchedulesLandscape PlanThis drawing is the property of Millenia Architecture Corp.and shall not be reproduced without permission.The Contractor shall verify actual site conditions anddimensions and shall be responsible for notifying thearchitect of any discrepancies.All work shall be carried out in strict accordance withcurrent applicable building code and municipal by-laws.projectVillage of Lions BayCommunity CentrePhase 1400 Centre RoadLions Bay, BCtitleGeneral Notes &Project Summaryproject no.scaledrawnrevieweddate101-2012AS NOTEDJLV11/13/2012no. date descriptionrevisionsdrawing no. of18

consultantsVILLAGE OF LIONS BAY COMMUNITY CENTRE (PHASE 1)VILLAGE OFFICES(NOT PART OF PHASE 1)20'-0"65'-0"WALL LEGENDMK DETAILSEX. CONCRETE FOUNDATION WALL16'-6" 16'-0" 16'-0" 16'-6"1A3.1RELOCATED SANITARY SUMP PUMPCONTROL PANEL, SEE MECH.21NEW CONCRETE FOUNDATION WALLCONCRETE FOOTING - SEE STRUCT.NEW INTERLOCKING PAVERSREFER TO LANDSCAPE PLAN, (TYP.)R.C.EX. CONCRETE BLOCK2 NEW 24x24 PAVERS ON PEDESTALSOVER EXISTING SANITARY SUMP ACCESSCOVER. LEVEL WITH NEW PAVERSEX. WOOD STUD FRAME WALLNEW WOOD STUD FRAME WALLRELOCATE EXISTINGSANITARY SUMP PUMPCONTROL PANEL, SEE MECH.REMOVE EX. WOOD STUD WALLWALL BELOW/ABOVE (AS NOTED)LINE OF NEW ROOF ABOVEEDGE OF EXISTING BANKR.C.NEW FRENCH DOORS, (TYP.)NEW COMMUNITY PLAZANEW TIMBER STRUT/ COLUMN, (TYP.)EX. INTERIOR LOAD BEARING WALL1'-4"LANDSCAPE BLOCK RETAINING WALL2'-0"1.1031.1041.1051.106RWLRELOCATE & PROTECT EXISTINGSANITARY PRESSURE LINE TOUPPER FIELD AS REQUIRED.1'-6"4'-0"6"4'-0"6"4'-0"1'-6"1'-6"4'-0" 6" 4'-0" 6" 4'-0" 1'-6"1.107COV45'-0"2'-0" 11'-4" 13'-4" 20'-4"NEW TIMBER STRUT/ COLUMN, (TYP.)9'-11"14'-9"NEW TIMBER STRUT/COLUMN, (TYP.)1A3.28" 12'-8" 6'-8"5'-0"9'-11"REMOVE EXISTING OIL TANK& FURNACE, (SEE MECH.)REMOVE EXISTING SHED3'-0" CLR3"1'-4"LINE OF NEW 2ND FLOORADDITION ABOVER.C.1'-4"2A3.17" 4'-5" 6" 6'-2" 6" 4'-5"3'-5"1.101NEW ADDITION: 1.101 (VINYL)MULTIPURPOSE ROOMEL.106.92'T/O MAIN FLOOR1.114StorageREMOVE EXISTING STAIR TOSECOND FLOOR & PARTITIONS8" I.D. WALL FURRING FOR 5"Ø S/ADUCT & PLENUM (SEE MECH.)1.110W31.1023'-5"2'-4 1 4"4'-5 1 4"4'-6 1 2"1'-6" 1'-6"RWLCoatsH/C WR7'-8"NOTE: FILL EXISTING HEATING VENTS WITHCONCRETE & REPAIR HARDWOOD OVER,(TYPICAL THROUGHOUT GYM).6'-0"6'-11 3 4"3'-4"3'-3 1 4"MENWOMEN2x6 STUDSGYMNASIUM/HALLREMOVE EXISTING DOOR,FRAME, INCREASE WIDTHOF OPENING7'-2 1 4" 4'-3" 12'-5 1 2"REMOVE EXISTINGMASONRY FIREPLACEREMOVE EXISTING WASHROOMPARTITIONS & FIXTURESW5 W5W5 NEWREMOVECONCRETE WALL(VINYL)1.1061.113W91.1121.109FDW3ACorridorW912"1.111SW1W3A1.110W9W91.107FDFD1.108W9WALL MOUNT BABYCHANGE TABLES, (NIC)EL.106.92'T/O MAIN FLOORSW1SW1W3KITCHEN9'-1"1.102(EXIST. WOOD)FEATURE WALL TREATMENTWHERE FIREPLACE REMOVED (TBD)1.105REMOVE EXISTINGKITCHEN CABINETSSITE VERIFY DIMENSIONS, (TYP.)NOTE: PATCH EXISTING CONCRETEFLOOR AS REQUIRED WHEREMASONRY FIREPLACE REMOVEDW51.109 1.108CLUB ROOM1.104(VINYL)EXISTING STORAGECLOSETS TO REMAINStor.SW1(EX. STUD WALL)NOTE: PROPOSED FAPANEL LOCATION IFPHASE 1 ONLY.1mx1m CLEARANCESTAIR OPENING ABOVE(PHASE 2)NOTE: FUTURE ADDITION &UPGRADE TO VILLAGE OFFICESNOT PART OF PHASE 1 (NIC)STORAGE(VINYL)1.103RWLPH 1 FA PANEL4"4'-0"STAIR2.102M.R.2.1044'-0"(VINYL)2.1092.1037'-4"6'-7 1 4"6'-0"2.1108" blockH/C WR(VINYL)2'-4"SERVERUP16R3'-8"2x65"3'-9"EL.106.92T/O MAINLINE OF FL(T72"xC/W4'-2" (R.O.)ELEV.2.1038" blockPANELFDW3'-4"8" 6'-0" 8"STORAFiling2.1082.107MOVABLE ISLAND C/W ROCASTERS & FLUSH MELECTRICAL & DATA FLOOR PThis drawing is the property of Millenia Architecture Corp.and shall not be reproduced without permission.The Contractor shall verify actual site conditions anddimensions and shall be responsible for notifying thearchitect of any discrepancies.All work shall be carried out in strict accordance withcurrent applicable building code and municipal by-laws.projectVillage of Lions BayCommunity CentrePhase 1400 Centre RoadLions Bay, BCtitleMain Floor Planproject no.scaledrawnrevieweddate101-2012AS NOTEDJLV11/13/2012LINE OF NEW DECK ABOVEUP16RNEW WOOD FRAME STAIR3'-0"5'-0"3'-0"20'-0"NEW WOOD FRAMEDECK ABOVE1A2.2MAIN FLOOR PLAN1/4"=1'-0"REMOVE EXISTINGEXTERIOR STAIRNOTES:1. MODIFY ROCK STACK WALL AS PER GEOTECHNICAL RECOMMENDATIONS.2. ANY NEW FILL TO BE WELL GRADED GRAVEL OR SAND AND GRAVELCOMPACTED TO AN EQUIVALENT OF 98% STANDARD PROCTOR MAXIMUM DRYDENSITY.3. SEPARATE PRICE TO DELETE NEW ELEVATED EXTERIOR WOOD FRAME STAIR& ENTRY DECK STRUCTURE AND 2 PILING (2), SUBSTITUTE WITH NEW ALLANBLOCK RETAINING WALL & STAIRS WITH INTERLOCKING PAVERS ON NEWCOMPACTED FILL.WASHROOM NOTES:1. EXISTING CONCRETE FLOOR SLAB REMOVED ASREQUIRED TO INSTALL NEW PLUMBING (SEEMECHANICAL) REPLACE CONCRETE SLAB AS PERSTRUCTURAL INSTRUCTIONS.2. PROVIDE WALL BACKING FOR WALL MOUNT BABYCHANGE TABLES.3. WASHROOM ACCESSORIES & ACCESSIBLE WASHROOMGRAB BARS IN ACCORDANCE WITH BCBC IN CONTRACT.no. date descriptionrevisionsdrawing no. of18

consultantsVILLAGE OF LIONS BAY COMMUNITY CENTRE (PHASE 1)VILLAGE OFFICES(NOT PART OF PHASE 1)20'-0"65'-0"WALL LEGENDMK DETAILSEX. CONCRETE FOUNDATION WALL16'-6" 16'-0" 16'-0" 16'-6"1A3.121'-0NEW CONCRETE FOUNDATION WALLCONCRETE FOOTING - SEE STRUCT.R.C.EX. CONCRETE BLOCKEX. WOOD STUD FRAME WALLNEW TIMBER STRUT/COLUMN, (TYP.)6'-0"NEW WOOD STUD FRAME WALLREMOVE EX. WOOD STUD WALLWALL BELOW/ABOVE (AS NOTED)R.C.LINE OF NEW ROOFOVERHANG ABOVEEX. INTERIOR LOAD BEARING WALLLANDSCAPE BLOCK RETAINING WALLNEW UPPERWINDOWS, (TYP.)RWLLINE OF NEW ROOFOVERHANG ABOVE1'-6"NEW UPPER WINDOW(PHASE 1)NEW UPPER WINDOWS, (TYP.)6'-4"LINE OF BEAMS ABOVE5'-0"45'-0"2'-0" 11'-4" 13'-4" 20'-4"9'-11"14'-9"LINE OF NEW ADDITIONWALL BELOW42" HIGH GUARDRD1A3.26'-0"6"6'-0"7"20'-0"6'-0"6"NEW DECKRD7'-1"7"R.C.5'-0"1.2063'-0" CLR6"5'-0"2A3.16"5'-0"NEW ADDITIONMULTI-PURPOSE ROOMEL.116.07'T/O SECOND FLOOR1.207Storage1.208(WOOD)1.201REMOVE EXISTINGEXTERIOR WALLW9±13'-11"3'-5"7'-9 1 4"2'-2 1 4"4'-2 1 2"1.201RWL-FD1.204MenWR(TILE)NEW FIXED WINDOW C/W WIREDGLASS (GWG) & 3 4 HR. FRRPRESSED STEEL FRAME3'-9 1 4"W111.204WALL MOUNT BABYCHANGE TABLES, (NIC)REMOVE EXISTINGSTAIR & INFILL FLOORW5W93'-6 1 4" 6'-7 3 4"W94'-4 1 2"4'-2 1 2"W9REMOVE EXISTINGSTAIR PARTITION6'-0 1 2"Women(H/C)WR1.205 1.205W91.202Corridor(TILE)7'-4 3 4"(TILE)W9Coffee7'-9 1 4"1.203EL.116.07'T/O SECOND FLOOR1'-2 3 4"GYMNASIUM/HALL (BELOW)NEW FIXED WINDOW C/W WIREDNEW FIXED WINDOW C/W WIREDGLASS (GWG) & 3 4 HR. FRRGLASS (GWG) &REMOVE EXISTING3 4 HR. FRRPRESSED STEEL FRAMEPRESSED STEEL FRAMEMASONRY CHIMNEY3'-0" 10'-0" 3'-0" 3'-0" 10'-0" 3'-0"W9C/LEQ.EQ.SH1- -REMOVE EXISTINGPARTITIONELECTRICALFIREPLACELOUNGE(CARPET)SHAFTWALL ASSEMBLY(MIN. 45 MIN. FRR)NEW PSL POST, SEE STRUCT.NEW WINDOW1.202W111.206SECURITY CLOSURE(RELOCATE EXISTING)1.208NEW PSL POST, SEE STRUCT.1.203REMOVE EXISTINGPARTITIONLIBRARY(CARPET)1.207W11 NEWNOTE: FUTURE ADDITION &UPGRADE TO VILLAGE OFFICESNOT PART OF PHASE 1 (NIC)W5NEW PSL POST, SEE STRUCT.REMOVE EXISTINGWINDOW, INFILL WALLNEW DOOR OPENING INEXISTING CONC. BLOCK,PROVIDE NEW HEADERABOVE, SEE STRUCT.(PHASE 2)(CARPET)STAIR OPENING4'-0"REMOVE WINDOW & INFILL EXISTINGCONC. BLOCK WALL AS REQ'D. SEESTRUCT. (PHASE 2)W112.208RWL2.202STAIR4" 4'-0" 8"DN16Rstorage2.2076'-0"2.2068" blockWomen(H/C)WR(TILE)UP17RELEV.EL.116.07'T/O LDG (LBCC 2ND FLOOR(TILE)2.2107'-4"2'-4"2.2055"3'-9"OPEN TO FLOGUARD4'-2" (R.O.)3'-4" 5"8"x16" SHAFT,SEE MECH.MenWR1'-0"8" 6'-0" 8"Landing(TILE)5'-3"2.2072.206RECESSED ELHEATER, SEE METhis drawing is the property of Millenia Architecture Corp.and shall not be reproduced without permission.The Contractor shall verify actual site conditions anddimensions and shall be responsible for notifying thearchitect of any discrepancies.All work shall be carried out in strict accordance withcurrent applicable building code and municipal by-laws.projectVillage of Lions BayCommunity CentrePhase 1400 Centre RoadLions Bay, BCtitleSecond Floor Planproject no.scaledrawnrevieweddate101-2012AS NOTEDJLV11/13/2012CONCRETE PAVERS ON PEDASTALSPLACED OVER ROOF MEMBRANE. 1 4"/FT.SLOPE MEMBRANE TO ROOF DRAINSDN16RNEW DECKREMOVE EXISTINGDOOR, INFILL WALLEXISTING WALKWAYLINE OF BRIDGE ABOVE14'-7"no. date descriptionrevisions8'-0"13'-9"16 RISERS @7" 15 RUNS @11"5'-0"13'-9"REMOVE EXISTINGEXTERIOR STAIRdrawing no. of18NOTE: SEPARATE PRICE TO DELETE NEW ELEVATED EXTERIORWOOD FRAME STAIR & ENTRY DECK STRUCTURE AND 2 PILING (2),SUBSTITUTE WITH NEW ALLAN BLOCK RETAINING WALL & STAIRSWITH INTERLOCKING PAVERS ON NEW COMPACTED FILL.1A2.3SECOND FLOOR PLAN1/4"=1'-0"

consultantsVILLAGE OF LIONS BAY COMMUNITY CENTRE (PHASE 1)VILLAGE OFFICES(NOT PART OF PHASE 1)20'-0"65'-0"WALL LEGENDMK DETAILSEX. CONCRETE FOUNDATION WALL16'-6" 16'-0" 16'-0" 16'-6"1A3.121'-0"NEW CONCRETE FOUNDATION WALLCONCRETE FOOTING - SEE STRUCT.R.C.EX. CONCRETE BLOCKEX. WOOD STUD FRAME WALLRAIN CHAIN (R.C.)6'-0"NEW WOOD STUD FRAME WALLREMOVE EX. WOOD STUD WALLR.C.WALL BELOW/ABOVE (AS NOTED)RWL2'-8"EX. INTERIOR LOAD BEARING WALLLANDSCAPE BLOCK RETAINING WALLRWL (BELOW)RWLLINE OF BEAMS BELOW5'-0"GYMNASIUM/HALL (BELOW)45'-0"2'-0" 11'-4" 13'-4" 20'-4"9'-11"14'-9"1A3.2R.C.2A3.1W7RWL (BELOW)4'-8"LINE OF GIRDERTRUSS ABOVEFUTURE MULTI-PURPOSE ROOMW10(VINYL)LINE OF LOADBEARINGWALL BELOW1.3021.302W7W91.3031.3016'-8"EL.128.0'T/O ATTIC FLOORSTORAGEENTRY1.301(VINYL)(VINYL)4'-8"LINE OF GIRDERTRUSS ABOVEW71.303W10W9W10Corridor(VINYL)W92'-0"1.3041.305NOTE: FUTURE ADDITION &UPGRADE TO VILLAGE OFFICESNOT PART OF PHASE 1 (NIC)MECH./ELEC.1.304FRAME OUT OPENING FORFUTURE ADDITION CONNECTIONFUTURE PHASE 2 CONNECTION4'-0" 12'-0"4"RWL (BELOW)STAIR2.202W7DN16R4'-0"2.3018" block8"(TILE)2'-4"8" blockELEV.3'-9"GALLE8"6'-0"4'-2" (R.O.)EL.128.0'T/O LANDING (LBCC ATTIC F2.301Landing(VINYL)2.3022.302MECH./STOR1This drawing is the property of Millenia Architecture Corp.and shall not be reproduced without permission.The Contractor shall verify actual site conditions anddimensions and shall be responsible for notifying thearchitect of any discrepancies.All work shall be carried out in strict accordance withcurrent applicable building code and municipal by-laws.projectVillage of Lions BayCommunity CentrePhase 1400 Centre RoadLions Bay, BCtitleAttic Floor/Roof Planproject no.scaledrawnrevieweddate101-2012AS NOTEDJLV11/13/2012S15'-0" 6'-0" 5'-0"RWLLINE OF HEAT PUMP PIPINGUNDER BRIDGE, SEE MECH.HEAT PUMP EQUIPMENT ONCONCRETE PAD, SEE MECH.R.C.bridgeR.C.TO BE DETERMINEDRWLNEW ROOF MASTS TO UTILITYSTANDARDS (POWER) AND FUTURETELEPHONE. SEE ELECTRICALno. date descriptionrevisionsdrawing no. of181A2.4ATTIC PLAN1/4"=1'-0"2'-8"7'-8"

consultants45'-0"45'-0"2'-0"14'-9" 14'-9" 15'-6"14'-9"14'-9"1A3.2CONT. RIDGE VENT144.96'RIDGE1A3.2T/O RIDGE144.96'4'-0"R2(SIM.)LINE OF PROPOSED PHASE 2ROOF IN FOREGROUNDLINE OF PROPOSED PHASE 2CONNECTION IN FOREGROUNDR38EXTERIOR WALL FRAMINGBETWEEN EACH TRUSS (TYP.)R4127.8' EX.PARAPETW7 (SIM.)3'-1 1 2"HEELVENTED SOFFIT C/W POTLIGHTS & SOFFIT FRAMINGREMOVE EXISTING MANSARD ROOFOVERHANG & PARAPET, (TYP.)EXIST. LOCK BLOCKRETAINING WALLW11NEW INTERLOCKINGPAVERS ON SAND BED(REMOVE ASPHALT)AT DRAINAGENEW STORM & FOUNDATIONDRAINAGE, SEE MECH.6'-10"WALKWAYW3212ATTICR2±8'-0"DIAGONAL 2x BRACES ONFLAT, SEE STRUCT.W5ROUND DUCTS, SEE MECH. (TYP.)3'-0" 8'-0" 2'-10"8'-6"REMOVE EX. DROPPEDROOF JOISTS & CEILINGREMOVE MASONRYFIREPLACE & CHIMNEY10'-7 5 8"CLUBROOM9'-2"F1F34'-0"W102'-0" 5'-0"W5ATTICF612'-0"R1STORAGENEW FIXED WINDOWS C/WWIRED GLASS (GWG) & 3 4 HR.FRR PRESSED STEEL FRAME2'-0" 5'-0"1'-10 3 4"8'-8"16'-11"W10±9'-0"EX. GLULAM BEAMGYMNASIUM/HALL12F3R1R2ATTIC3'-1 1 2"HEEL6'-8" 8'-6"W1W27'-7"W7 (SIM.)71.5°R4412REMOVE MANSARD ROOFOVERHANG, (TYP.)NEW UPPER WINDOWS19'-6 3 4"6'-0"9'-2" 11'-11" 16'-11 1 2"NEW TIMBER STRUT/COLUMN C/W HORIZ.BRACE C/W LIGHTING, (SEE STRUCT.)NEW PLAZA38'-0 1 2"128.0'ATTIC FLOOR126.67' EX.ROOF DECK125.75' GYM CEILINGRAIN CHAIN DOWN TOSTORM DRAIN, SEEMECH.116.07' 2nd FLOOR106.92' MAIN FLOOR2'-0" 5'-0" 3'-0" 1'-6 1 2"W7F5NEW ADDITIONMULTI-PURPOSE ROOM2'-0" 5'-0"R3VENTED SOFFIT C/W POTLIGHTS & SOFFIT FRAMINGNEW ADDITION:MULTIPURPOSE ROOMF4F2R4W8W7T/O WALL PLATE3'-6 1 2"EX.2nd FLOOR CLG8'-0"9'-2"T/O RIDGEREMOVE EXISTINGMANSARD ROOF OVERHANG& PARAPET, (TYP.)11'-6 1 2"2nd FLOORMAIN FLOOR137.50'127.61'124.07'116.07'106.92'This drawing is the property of Millenia Architecture Corp.and shall not be reproduced without permission.The Contractor shall verify actual site conditions anddimensions and shall be responsible for notifying thearchitect of any discrepancies.All work shall be carried out in strict accordance withcurrent applicable building code and municipal by-laws.FLOOR CONSTRUCTION ASSEMBLY LEGEND1A3.1BUILDING SECTION1/4"=1'-0"WALL CONSTRUCTION ASSEMBLY LEGENDNEW CONCRETE PAVERS ON SAND BEDWALL CONSTRUCTION ASSEMBLY LEGENDNEW LANDSCAPING (NIC)ROOF CONSTRUCTION ASSEMBLY LEGEND2A3.1DECK CONSTRUCTION ASSEMBLY LEGENDBUILDING SECTION1/4"=1'-0"NEW CONCRETE FOUNDATION,SEE STRUCT.projectVillage of Lions BayCommunity CentrePhase 1400 Centre RoadLions Bay, BCMKF1F2F3F4DETAILSEXISTING SECOND FLOOR ASSEMBLY1. FINISH FLOOR2. 1x8 SHIPLAP SHEATHING3. 2x10 @16"o.c. FLOOR JOISTS4. 14" MICROLLAMS SISTERED TO 2x10's (BELOW EX.LIBRARY FLOOR AREA)5. NEW 5 8" TYPE X GWB CEILING (AS REQUIRED)NEW SECOND FLOOR ASSEMBLY1. FINISH FLOOR2. 3 4" T&G PLYWOOD SHEATHING3. 11.875" DP. TJI FLOOR JOISTS @16"o.c.4. MINERAL WOOL SOUND BATT INSULATION5. 5 8" TYPE X GWB CEILINGEXISTING CONCRETE SLAB ON GRADE1. FINISH FLOOR2. 4" CONCRETE SLAB C/W 6x6 GALV. WOVENWIRE MESH3. 6 MIL POLY MOISTURE BARRIER4. 5" COMPACTED GRAVEL FILL5. NON-ORGANIC BEARING MATERIALNEW CONCRETE SLAB ON GRADE1. FINISH FLOOR (TBD)2. 6" CONCRETE SLAB ON GRADE (SEE STRUCT.)3. 6 MIL POLY MOISTURE BARRIER4. COMPACTED GRAVEL FILL5. NON-ORGANIC BEARING MATERIALAPPROVED BY GEOTECHNICAL ENGINEERNEW SECOND FLOOR ASSEMBLY (INSULATED)F51. FINISH FLOOR2. 3 4" T&G PLYWOOD SHEATHING3. 11.875" DP. TJI FLOOR JOISTS @16"o.c.4. SPRAY RIGID FOAM INSULATION (R28)5. VENTED SOFFITF6 1. NEW ATTIC FLOOR ASSEMBLY2. FINISH FLOOR3. 3 4" T&G PLYWOOD SHEATHING4. ATTIC ROOF TRUSSES @24"o.c. (2x10 BOTTOMCHORD)5. EX. 1x8 SHIPLAP ROOF SHEATHING6. EX. 2x10 @16"o.c. ROOF JOISTS7. EX. 5.125"x 24" GLULAM ROOF BEAMS OVER GYM.8. EX. FIBERGLASS BATT INSULATION (R12)9. EX. 6 MIL POLY VAPOUR BARRIER10. EX. 5 8" TYPE X GWB CEILINGMKW1W2W3W3AW4W5DETAILSEX. LOWER EXTERIOR FRAMED WALL CONSTRUCTION:1. VERTICAL WOOD CLADDING2. 2 LAYERS 30 MIN. BUILDING PAPER3. 1x8 SHIPLAP SHEATHING4. 2x6 @16"o.c. STUD FRAMING5. FIBERGLASS BATT INSULATION (R7)6. 6 MIL POLY VAPOUR BARRIER7. 5 8" TYPE X GWB WALL FINISHEXISTING UPPER EXTERIOR FRAMED WALLCONSTRUCTION C/W NEW CLADDING:1. CEDAR SHAKES (REMOVE)2. 1x8 SHIPLAP SHEATHING (REMOVE)3. 2x4 MANSARD ROOF OVERHANG FRAMING (REMOVE)4. NEW WOOD SIDING (REFER TO ELEVATIONS)5. NEW 1x2 P/T STRAPPING @16"o.c.6. 2 LAYERS 30 MIN. BUILDING PAPER7. 1x8 SHIPLAP SHEATHING8. 2x6 @16"o.c. STUD FRAMING9. FIBERGLASS BATT INSULATION (R7)10. 6 MIL POLY VAPOUR BARRIER5 11. 8" TYPE X GWB WALL FINISHEXISTING FOUNDATION WALL CONSTRUCTION:1. DAMPROOFING2. CONCRETE RETAINING WALL (THICKNESS VARIES)3. 12" CONCRETE FOUNDATION WALL4. 2x4@16"o.c. STUD FURRING5. FIBERGLASS BATT INSULATION (R?)6. GWB WALL FINISHMODIFIED EX. FOUNDATION WALL CONSTRUCTION:SAME AS WALL TYPE 3 + REPLACE FURRING WITH NEW2x4 ON FLAT & SPRAY FOAM INSULATION C/W 5 8" GWBWALL FINISH (WASHROOM WALL ONLY)EXISTING MASONRY WALL CONSTRUCTION:1. 8" CONCRETE BLOCK (SITE CONFIRM REINFORCING)2. 2x4@16"o.c. STUD FURRING3. FIBERGLASS BATT INSULATION (R?)4. GWB WALL FINISHEXISTING INTERIOR LOADBEARING WALL CONSTRUCTION:1. 5 8" GWB WALL FINISH2. 2x4 @16"o.c. STUD FRAMING C/W 2x6 BUILT-UP POSTSSUPPORTING GLULAM ROOF BEAMS3. 5 8" GWB WALL FINISHMKW6W7W8W9W10W11DETAILSEXISTING INTERIOR PARTITION CONSTRUCTION:1. 5 8" GWB WALL FINISH2. 2x4 @16"o.c. STUD FRAMING3. 5 8" GWB WALL FINISHNEW EXTERIOR FRAMED WALL CONSTRUCTION:1. WOOD SIDING (REFER TO ELEVATIONS)2. 1x2 P/T STRAPPING @16"o.c.3. 2 LAYERS 30 MIN. BUILDING PAPER4. 1 2" PLYWOOD SHEATHING5. 2x6 @16"o.c. STUD WALL FRAMING6. FIBERGLASS BATT INSULATION (R20) SPRAYFOAMINSULATION IN ATTIC SPACE WALLS7. 6 MIL POLY VAPOUR BARRIER8. 5 8" GWB WALL FINISHNEW FOUNDATION WALL CONSTRUCTION:1. DAMPROOFING2. 8" CONCRETE FOUNDATION WALL3. 2x4@16"o.c. STUD FURRING4. FIBERGLASS BATT INSULATION (R14)5. 6 MIL POLY VAPOUR BARRIER6. 5 8" GWB WALL FINISHNEW INTERIOR PARTITION CONSTRUCTION:1. 5 8" GWB WALL FINISH2. 2x4 @16"o.c. STUD FRAMING (2x6's WHERE NOTED)3. MINERAL WOOL SOUND BATT INSULATION4. 5 8" GWB WALL FINISHNEW INTERIOR ATTIC PARTITION CONSTRUCTION:1. 5 8" TYPE X GWB WALL FINISH2. 2x4 @16"o.c. STUD FRAMING (2x6's WHERE NOTED)3. ATTIC ROOF TRUSSESEX. UPPER EXTERIOR FRAMED WALL CONST. (EASTSIDE):1. VERTICAL WOOD CLADDING2. 2 LAYERS 30 MIN. BUILDING PAPER3. 1x8 SHIPLAP SHEATHING4. 2x4 @16"o.c. STUD FRAMING5. FIBERGLASS BATT INSULATION (R7)6. 6 MIL POLY VAPOUR BARRIER7. 5 8" TYPE X GWB WALL FINISHMKR1R2R3R4DETAILSEXISTING ROOF CONSTRUCTION:45 MIN. FRR NOTED (REFER ALSO TO NEW ATTIC FLOORASSEMBLY)1. TAR & GRAVEL ROOF MEMBRANE (REMOVE GRAVEL& ORGANIC MATERIALS)2. 1x8 SHIPLAP ROOF SHEATHING3. 2x10 @16"o.c. ROOF JOISTS4. 5.125"x 24" GLULAM ROOF BEAMS OVER GYMNASIUM5. FIBERGLASS BATT INSULATION (R12)6. 6 MIL POLY VAPOUR BARRIER7. 5 8" TYPE X GWB CEILINGNEW ROOF CONSTRUCTION1. ASPHALT SHINGLES2. ROOFING UNDERLAY3. 1 2" PLYWOOD SHEATHING4. PRE-ENGINEERED ATTIC ROOF TRUSSES @16"o.c.SEE STRUCTURAL5. SPRAYFOAM INSULATION (R40) BASF WALLTITE6. ATTIC SPACE7. STRIP EXISTING TAR & GRAVEL ROOF8. EX. 1x8 SHIPLAP ROOF SHEATHING9. EX. 2x10 @16"o.c. ROOF JOISTS10. EX. FIBERGLASS BATT INSULATION (R12)11. EX. 6 MIL POLY VAPOUR BARRIER12. EX. 5 8" TYPE X GWB CEILING13. EX. 5.125"x 24" GLULAM ROOF BEAMS OVER GYM.NEW ADDITION ROOF CONSTRUCTION1. ASPHALT SHINGLES (LOW SLOPE APPLICATION ONSLOPES OF LESS THAN 1 IN 3)2. ROOFING UNDERLAY3. 1 2" PLYWOOD SHEATHING4. 2x10 ROOF JOISTS @16"o.c.5. SPRAY RIGID FOAM INSULATION (R28)6. 5 8" TYPE X GWB CEILINGNEW ROOF OVERHANG CONSTRUCTION1. ASPHALT SHINGLES2. ROOFING UNDERLAY3. 1 2" PLYWOOD SHEATHING4. 3 4" D.FIR VENEER PLYWOOD5. 2x10 (U.N.O.) ROOF JOISTS OR TRUSS TOP CHORDTAILS (NOTCH TOP 3 4" FOR PLYWOOD) SEE STRUCT.6. 1x4 VENTED CEDAR SOFFIT (WHERE NOTED)MKD1DETAILSDECK CONSTRUCTION1. PRECAST CONCRETE PAVERS C/W LEVELLINGPEDESTALS (HYDRAPRESSED 24x24x2 ABBOTSFORDSATURNA COLOUR DESERT SAND)2. 2 PLY SBS MEMBRANE3. 3 4" PLYWOOD SHEATHING (SLOPED FOR DRAINAGE)4. 2x8 JOISTS @12"o.c. (SEE STRUCT.)5. 1x4 VENTED CEDAR SOFFITSHAFTWALL CONSTRUCTION ASSEMBLY LEGENDMKSH1DETAILSSHAFTWALL ASSEMBLY 1 HR. FRR1. ULC W452 SYSTEM A2. 5 8" SHEETROCK GYPSUM FIRECODE CORE PANEL3. 2.5" 25 GAUGE METAL STUDS @16"o.c.4. 1" SHEETROCK GYPSUM LINER PANELSSHEARWALL CONSTRUCTION ASSEMBLY LEGENDMK DETAILSSW1NEW INTERIOR SHEARWALL CONSTRUCTION:1. 5 8" GWB WALL FINISH2. 1 2" PLYWOOD3. 2x4 @16"o.c. STUD FRAMING (2x6's OR EXISTINGSTUD WALL WHERE NOTED)4. MINERAL WOOL SOUND BATT INSULATION5. 1 2" PLYWOOD6. 5 8" GWB WALL FINISH7. NOTE: REFER TO STRUCTURAL FOR PLYWOODNAILING & BLOCKING AND HOLD DOWN ANCHORStitleBuilding Sectionsproject no.scaledrawnrevieweddate101-2012AS NOTEDJLV11/13/2012no. date descriptionrevisionsdrawing no. of18

consultants65'-0"20'-0"2'-8"16'-6"16'-0"16'-0"16'-6"2'-8"R2(SIM.)1A3.1R2(SIM.)2A3.1144.96' T/O RIDGER3R4W7REMOVE EXISTING MANSARDROOF OVERHANG &PARAPET, (TYP.)NOTE: FUTURE ADDITION &UPGRADE TO VILLAGE OFFICESNOT PART OF PHASE 1 (NIC)W4R1F66'-8" 2'-6" 2'-0" 5'-0"18'-9 3 4"ATTIC STORAGE / MECH.2'-0" 5'-0"NEW FIXED WINDOW C/W WIRED GLASS (GWG)& 3 4 HR. FRR PRESSED STEEL FRAME. REMOVEEXISTING ACOUSTIC PANELS AS REQUIRED.GYMNASIUM/HALLF3NOTE: SEPARATE PRICE TO PROVIDENEW FABRIC COVER OVER EXISTINGACOUSTIC PANELS2'-0" 5'-0"W1W9REMOVE EXISTINGMANSARD ROOF OVERHANG& PARAPET, (TYP.)W28'-0 5 8"NEW ADDITIONMULTI-PURPOSE ROOMNEW ADDITION:MULTIPURPOSE ROOMF4F22'-0" 8'-0" 10"1'-7 3 4"7'-0 7 8"4'-0"8'-0"W7D13'-6"16'-11 1 2"7 3 4" 1'-0" 5 3 8"137.50' T/O RIDGE125.75' GYM CEILING116.07' 2nd FLOORU/S OF CANTILEVEREDTAPERED GLULAM DECKBEAM BEYONDINTERLOCKING PAVERS ON SAND BED ON FILLAS REQUIRED FOR NEW PATH ROUTE. ALLOWFOR 6 YDS. FILL & NEW ROCK STACK WALL 20'LIN. FT. x 5' HIGH106.92' MAIN FLOOR9'-2" 9'-7 3 4" 2'-3 1 4" 9'-6" 7'-5 1 2"128.0'ATTIC FLOORThis drawing is the property of Millenia Architecture Corp.and shall not be reproduced without permission.The Contractor shall verify actual site conditions anddimensions and shall be responsible for notifying thearchitect of any discrepancies.All work shall be carried out in strict accordance withcurrent applicable building code and municipal by-laws.1A3.2BUILDING SECTION1/4"=1'-0"FLOOR CONSTRUCTION ASSEMBLY LEGENDWALL CONSTRUCTION ASSEMBLY LEGEND8'-0"NEW FEATURE WALL ATFIREPLACE REMOVED(TBD. CASH ALLOWANCE)WALL CONSTRUCTION ASSEMBLY LEGENDROOF CONSTRUCTION ASSEMBLY LEGENDDECK CONSTRUCTION ASSEMBLY LEGENDNEW CONCRETE GRADEBEAM, SEE STRUCT.projectVillage of Lions BayCommunity CentrePhase 1400 Centre RoadLions Bay, BCMKF1F2F3F4DETAILSEXISTING SECOND FLOOR ASSEMBLY1. FINISH FLOOR2. 1x8 SHIPLAP SHEATHING3. 2x10 @16"o.c. FLOOR JOISTS4. 14" MICROLLAMS SISTERED TO 2x10's (BELOW EX.LIBRARY FLOOR AREA)5. NEW 5 8" TYPE X GWB CEILING (AS REQUIRED)NEW SECOND FLOOR ASSEMBLY1. FINISH FLOOR2. 3 4" T&G PLYWOOD SHEATHING3. 11.875" DP. TJI FLOOR JOISTS @16"o.c.4. MINERAL WOOL SOUND BATT INSULATION5. 5 8" TYPE X GWB CEILINGEXISTING CONCRETE SLAB ON GRADE1. FINISH FLOOR2. 4" CONCRETE SLAB C/W 6x6 GALV. WOVENWIRE MESH3. 6 MIL POLY MOISTURE BARRIER4. 5" COMPACTED GRAVEL FILL5. NON-ORGANIC BEARING MATERIALNEW CONCRETE SLAB ON GRADE1. FINISH FLOOR (TBD)2. 6" CONCRETE SLAB ON GRADE (SEE STRUCT.)3. 6 MIL POLY MOISTURE BARRIER4. COMPACTED GRAVEL FILL5. NON-ORGANIC BEARING MATERIALAPPROVED BY GEOTECHNICAL ENGINEERNEW SECOND FLOOR ASSEMBLY (INSULATED)F51. FINISH FLOOR2. 3 4" T&G PLYWOOD SHEATHING3. 11.875" DP. TJI FLOOR JOISTS @16"o.c.4. SPRAY RIGID FOAM INSULATION (R28)5. VENTED SOFFITF6 1. NEW ATTIC FLOOR ASSEMBLY2. FINISH FLOOR3. 3 4" T&G PLYWOOD SHEATHING4. ATTIC ROOF TRUSSES @24"o.c. (2x10 BOTTOMCHORD)5. EX. 1x8 SHIPLAP ROOF SHEATHING6. EX. 2x10 @16"o.c. ROOF JOISTS7. EX. 5.125"x 24" GLULAM ROOF BEAMS OVER GYM.8. EX. FIBERGLASS BATT INSULATION (R12)9. EX. 6 MIL POLY VAPOUR BARRIER10. EX. 5 8" TYPE X GWB CEILINGMKW1W2W3W3AW4W5DETAILSEX. LOWER EXTERIOR FRAMED WALL CONSTRUCTION:1. VERTICAL WOOD CLADDING2. 2 LAYERS 30 MIN. BUILDING PAPER3. 1x8 SHIPLAP SHEATHING4. 2x6 @16"o.c. STUD FRAMING5. FIBERGLASS BATT INSULATION (R7)6. 6 MIL POLY VAPOUR BARRIER7. 5 8" TYPE X GWB WALL FINISHEXISTING UPPER EXTERIOR FRAMED WALLCONSTRUCTION C/W NEW CLADDING:1. CEDAR SHAKES (REMOVE)2. 1x8 SHIPLAP SHEATHING (REMOVE)3. 2x4 MANSARD ROOF OVERHANG FRAMING (REMOVE)4. NEW WOOD SIDING (REFER TO ELEVATIONS)5. NEW 1x2 P/T STRAPPING @16"o.c.6. 2 LAYERS 30 MIN. BUILDING PAPER7. 1x8 SHIPLAP SHEATHING8. 2x6 @16"o.c. STUD FRAMING9. FIBERGLASS BATT INSULATION (R7)10. 6 MIL POLY VAPOUR BARRIER5 11. 8" TYPE X GWB WALL FINISHEXISTING FOUNDATION WALL CONSTRUCTION:1. DAMPROOFING2. CONCRETE RETAINING WALL (THICKNESS VARIES)3. 12" CONCRETE FOUNDATION WALL4. 2x4@16"o.c. STUD FURRING5. FIBERGLASS BATT INSULATION (R?)6. GWB WALL FINISHMODIFIED EX. FOUNDATION WALL CONSTRUCTION:SAME AS WALL TYPE 3 + REPLACE FURRING WITH NEW2x4 ON FLAT & SPRAY FOAM INSULATION C/W 5 8" GWBWALL FINISH (WASHROOM WALL ONLY)EXISTING MASONRY WALL CONSTRUCTION:1. 8" CONCRETE BLOCK (SITE CONFIRM REINFORCING)2. 2x4@16"o.c. STUD FURRING3. FIBERGLASS BATT INSULATION (R?)4. GWB WALL FINISHEXISTING INTERIOR LOADBEARING WALL CONSTRUCTION:1. 5 8" GWB WALL FINISH2. 2x4 @16"o.c. STUD FRAMING C/W 2x6 BUILT-UP POSTSSUPPORTING GLULAM ROOF BEAMS3. 5 8" GWB WALL FINISHMKW6W7W8W9W10W11DETAILSEXISTING INTERIOR PARTITION CONSTRUCTION:1. 5 8" GWB WALL FINISH2. 2x4 @16"o.c. STUD FRAMING3. 5 8" GWB WALL FINISHNEW EXTERIOR FRAMED WALL CONSTRUCTION:1. WOOD SIDING (REFER TO ELEVATIONS)2. 1x2 P/T STRAPPING @16"o.c.3. 2 LAYERS 30 MIN. BUILDING PAPER4. 1 2" PLYWOOD SHEATHING5. 2x6 @16"o.c. STUD WALL FRAMING6. FIBERGLASS BATT INSULATION (R20) SPRAYFOAMINSULATION IN ATTIC SPACE WALLS7. 6 MIL POLY VAPOUR BARRIER8. 5 8" GWB WALL FINISHNEW FOUNDATION WALL CONSTRUCTION:1. DAMPROOFING2. 8" CONCRETE FOUNDATION WALL3. 2x4@16"o.c. STUD FURRING4. FIBERGLASS BATT INSULATION (R14)5. 6 MIL POLY VAPOUR BARRIER6. 5 8" GWB WALL FINISHNEW INTERIOR PARTITION CONSTRUCTION:1. 5 8" GWB WALL FINISH2. 2x4 @16"o.c. STUD FRAMING (2x6's WHERE NOTED)3. MINERAL WOOL SOUND BATT INSULATION4. 5 8" GWB WALL FINISHNEW INTERIOR ATTIC PARTITION CONSTRUCTION:1. 5 8" TYPE X GWB WALL FINISH2. 2x4 @16"o.c. STUD FRAMING (2x6's WHERE NOTED)3. ATTIC ROOF TRUSSESEX. UPPER EXTERIOR FRAMED WALL CONST. (EASTSIDE):1. VERTICAL WOOD CLADDING2. 2 LAYERS 30 MIN. BUILDING PAPER3. 1x8 SHIPLAP SHEATHING4. 2x4 @16"o.c. STUD FRAMING5. FIBERGLASS BATT INSULATION (R7)6. 6 MIL POLY VAPOUR BARRIER7. 5 8" TYPE X GWB WALL FINISHMKR1R2R3R4DETAILSEXISTING ROOF CONSTRUCTION:45 MIN. FRR NOTED (REFER ALSO TO NEW ATTIC FLOORASSEMBLY)1. TAR & GRAVEL ROOF MEMBRANE (REMOVE GRAVEL& ORGANIC MATERIALS)2. 1x8 SHIPLAP ROOF SHEATHING3. 2x10 @16"o.c. ROOF JOISTS4. 5.125"x 24" GLULAM ROOF BEAMS OVER GYMNASIUM5. FIBERGLASS BATT INSULATION (R12)6. 6 MIL POLY VAPOUR BARRIER7. 5 8" TYPE X GWB CEILINGNEW ROOF CONSTRUCTION1. ASPHALT SHINGLES2. ROOFING UNDERLAY3. 1 2" PLYWOOD SHEATHING4. PRE-ENGINEERED ATTIC ROOF TRUSSES @16"o.c.SEE STRUCTURAL5. SPRAYFOAM INSULATION (R40) BASF WALLTITE6. ATTIC SPACE7. STRIP EXISTING TAR & GRAVEL ROOF8. EX. 1x8 SHIPLAP ROOF SHEATHING9. EX. 2x10 @16"o.c. ROOF JOISTS10. EX. FIBERGLASS BATT INSULATION (R12)11. EX. 6 MIL POLY VAPOUR BARRIER12. EX. 5 8" TYPE X GWB CEILING13. EX. 5.125"x 24" GLULAM ROOF BEAMS OVER GYM.NEW ADDITION ROOF CONSTRUCTION1. ASPHALT SHINGLES (LOW SLOPE APPLICATION ONSLOPES OF LESS THAN 1 IN 3)2. ROOFING UNDERLAY3. 1 2" PLYWOOD SHEATHING4. 2x10 ROOF JOISTS @16"o.c.5. SPRAY RIGID FOAM INSULATION (R28)6. 5 8" TYPE X GWB CEILINGNEW ROOF OVERHANG CONSTRUCTION1. ASPHALT SHINGLES2. ROOFING UNDERLAY3. 1 2" PLYWOOD SHEATHING4. 3 4" D.FIR VENEER PLYWOOD5. 2x10 (U.N.O.) ROOF JOISTS OR TRUSS TOP CHORDTAILS (NOTCH TOP 3 4" FOR PLYWOOD) SEE STRUCT.6. 1x4 VENTED CEDAR SOFFIT (WHERE NOTED)MKD1DETAILSDECK CONSTRUCTION1. PRECAST CONCRETE PAVERS C/W LEVELLINGPEDESTALS (HYDRAPRESSED 24x24x2 ABBOTSFORDSATURNA COLOUR DESERT SAND)2. 2 PLY SBS MEMBRANE3. 3 4" PLYWOOD SHEATHING (SLOPED FOR DRAINAGE)4. 2x8 JOISTS @12"o.c. (SEE STRUCT.)5. 1x4 VENTED CEDAR SOFFITSHAFTWALL CONSTRUCTION ASSEMBLY LEGENDMKSH1DETAILSSHAFTWALL ASSEMBLY 1 HR. FRR1. ULC W452 SYSTEM A2. 5 8" SHEETROCK GYPSUM FIRECODE CORE PANEL3. 2.5" 25 GAUGE METAL STUDS @16"o.c.4. 1" SHEETROCK GYPSUM LINER PANELSSHEARWALL CONSTRUCTION ASSEMBLY LEGENDMK DETAILSSW1NEW INTERIOR SHEARWALL CONSTRUCTION:1. 5 8" GWB WALL FINISH2. 1 2" PLYWOOD3. 2x4 @16"o.c. STUD FRAMING (2x6's OR EXISTINGSTUD WALL WHERE NOTED)4. MINERAL WOOL SOUND BATT INSULATION5. 1 2" PLYWOOD6. 5 8" GWB WALL FINISH7. NOTE: REFER TO STRUCTURAL FOR PLYWOODNAILING & BLOCKING AND HOLD DOWN ANCHORStitleBuilding Sectionproject no.scaledrawnrevieweddate101-2012AS NOTEDJLV11/13/2012no. date descriptionrevisionsdrawing no. of18

consultantsVILLAGE OFFICES(NOT PART OF PHASE 1)65'-0"20'-0"16'-6"16'-0"16'-0"16'-6"1144.96'T/O RIDGE1137.50'T/O RIDGEREMOVE EXISTING MANSARD ROOFOVERHANG & PARAPET, (TYP.)128.0'ATTIC FLOOR125.75'308 1866'-8" 1'-0" 8'-6" 6" 2'-1 3 4"10 16 1593030217'-0"212121212110 162121219961171212127'-0"2'-0" 5'-0"212130 29 29 29 29 3030 302910 161113927 27 271414122319153'-6"INTERLOCKING PAVERS ON SANDBED ON FILL AS REQUIRED FORNEW PATH ROUTE. ALLOW FOR 6YDS. FILL & NEW ROCK STACKWALL 20' LIN. FT. x 5' HIGH9'-7 3 4"9'-2"GYM CEILING116.07'2nd FLOOR106.92'MAIN FLOORThis drawing is the property of Millenia Architecture Corp.and shall not be reproduced without permission.The Contractor shall verify actual site conditions anddimensions and shall be responsible for notifying thearchitect of any discrepancies.All work shall be carried out in strict accordance withcurrent applicable building code and municipal by-laws.NOTE: FUTURE ADDITION &UPGRADE TO VILLAGE OFFICESNOT PART OF PHASE 1 (NIC)5 5 265 1261A4.1WEST ELEVATION1/4"=1'-0"26projectVillage of Lions BayCommunity CentrePhase 1400 Centre RoadLions Bay, BCEXTERIOR MATERIALS SPECIFICATIONS & LEGEND (REFER TO ELEVATIONS)MK12345678910111213141516NOTES:TYPEASPHALT SHINGLES---ROOF MEMBRANE A 2 PLY SBS MEMBRANE (DECK) 15 YEAR MANUF. WARRANTYWOOD SOFFITWOOD SIDING ASIZE3 4" PLYWOODD.FIRSPEC.WOOD SIDING B 16" PANEL BOARD & BATTEN-TBDTIMBER POSTS/STRUTSWOOD EAVE FASCIAWOOD TRUSS &RAFTER TAILSPREFIN. METAL GUTTER& DOWNSPOUTS8x82x6SEE DETAILS2x10VERTICAL CHANNELDOUGLAS FIR (#1/SELECT) - SANDEDPRIMED FASCIA OR CEDAR (#1)STRUCTURAL STEELD.FIR?RHEINZINKCOLOUR/FINISHROOF MEMBRANE B 3 PLY TAR & GRAVEL EXISTINGCEDAR SHINGLES -STEEL POST BASES &CONNECTORS1x8-SIKKEN STAIN - TBDCEDAR SHAKES 3 4" - 5 4" 24" HAND CUT RE-SAWNEXISTING-WINDOW & DOOR TRIM 5 4 x 6BUILT-UP WALL & FASCIATRIMSGLULAM BEAMS5 4 x 12 + 2 x 6AS NOTEDPRIMED FASCIA OR CEDAR (#1)PRIMED FASCIA OR CEDAR (#1)D.FIRTBDTBDSIKKEN STAIN - TBDTBDTBDTBDSIKKEN STAIN - TBDTBDTBDZINC-GALVANIZEDNOTESEXISTING OR NEW WHERE NOTED-LEAF GUARD SYSTEMEXTERIOR MATERIALS SPECIFICATIONS & LEGEND (REFER TO ELEVATIONS)MK17181920212223242526272829303132NOTES:TYPEPREFIN. METAL ROOFFLASHINGS & FASCIASPREFIN. METAL ROOFFLASHINGS & FASCIASWOOD FRAME DECK &STAIRSIZESTONE VENEER --SPEC.- - -COLOUR/FINISHCOLOUR TO MATCH -NATURAL COLOURDOUBLE GLAZED VINYLWINDOWS-TBDMECH. VENT LOUVER -EXTERIOR HANDRAILS SEE DETAILS ALUMINUM EXTRUDED PROFILES POWDER COAT COLOUR TBD& GUARDSCONCRETE PAVERSREFER TO LANDSCAPE DRAWINGS- -CONCRETE STEPS,FOUNDATIONS & SLABSRAIN CHAINCONCRETE MASONRYUNITWOOD FRAME GLASSPANEL DOORSWOOD FRAMEWINDOWS (EXIST.)-SMOOTH TROWEL3" LINK GALVANIZED8x16x8AS NOTEDAS NOTED-STANDARDD.FIR VERTICAL GRAIN-NATURAL COLOUR-PAINT: TBDPAINTEDWOOD DOORS (EXIST.) AS NOTED SOLIDCORE PAINTGRADE DOORS C/W WOOD PAINTED-FRAMEALUMINUM FRAMESKYLIGHTAS NOTED-EXTERIOR URETHANEEXISTINGNOTESNOTE: SEPARATE PRICE TO DELETE NEW ELEVATED EXTERIOR STAIR & DECK STRUCTUREAND 2 PILING (2), SUBSTITUTE WITH NEW ALLAN BLOCK RETAINING WALL & STAIRS WITHINTERLOCKING PAVERS ON NEW COMPACTED FILL.TEMP. GLASS IN ALL NEW GYM WINDOWS & WHERE REQUIRED BY CODE.SECURE TO GUTTER WITH FUNNEL & DIVERTER BALL, BASE DOWN TO 4" STORM STUB-OUT(SEE MECHANICAL)DOUBLE GLAZED TEMP. GLASSEXISTING (OR RELOCATED AS NOTED)ASSUMED TEMP. GLASS IN EXISTING GYM WINDOWS-titleWest Elevationproject no.scaledrawnrevieweddate101-2012AS NOTEDJLV11/13/2012no. date descriptionrevisionsdrawing no. of18

consultants45'-0"15'-6" 14'-9" 14'-9"2'-0"22 7144.96'T/O RIDGENEW B VENT71212122T/O RIDGE137.50'86'-0"7'-7"1221NEW BRIDGE BEYOND,REFER TO 1/A4.3 FORDETAILSREMOVE EXISTING MANSARD ROOFOVERHANG & PARAPET, (TYP.)1212412212121?ATTIC FLOOR 128.0'6111221 21122'-0" 8'-0" 10"213'-6"12213'-0"7'-0"1223117NEW MECH. UNITS ONCONCRETE HOUSEKEEPINGPAD. SITE CONFIRMLOCATION. REFER TOSTRUCTURAL &MECHANICAL PLANS124.07'EX. 2nd FLOOR CLG8'-0"116.07'2nd FLOORNEW TIMBER STRUT/COLUMN C/WHORIZ. BRACE, (SEE STRUCT.)30 30 30 30133121 2119199'-2"99This drawing is the property of Millenia Architecture Corp.and shall not be reproduced without permission.The Contractor shall verify actual site conditions anddimensions and shall be responsible for notifying thearchitect of any discrepancies.1414106.92'MAIN FLOORAll work shall be carried out in strict accordance withcurrent applicable building code and municipal by-laws.5 261A4.2SOUTH ELEVATION1/4"=1'-0"6 26NOTE: SEPARATE PRICE TO DELETE NEW ELEVATED EXTERIORWOOD FRAME STAIR & ENTRY DECK STRUCTURE AND 2 PILING (2),SUBSTITUTE WITH NEW ALLAN BLOCK RETAINING WALL & STAIRSWITH INTERLOCKING PAVERS ON NEW COMPACTED FILL.projectVillage of Lions BayCommunity CentrePhase 1400 Centre RoadLions Bay, BCEXTERIOR MATERIALS SPECIFICATIONS & LEGEND (REFER TO ELEVATIONS)MK12345678910111213141516NOTES:TYPEASPHALT SHINGLES---ROOF MEMBRANE A 2 PLY SBS MEMBRANE (DECK) 15 YEAR MANUF. WARRANTYWOOD SOFFITWOOD SIDING ASIZE3 4" PLYWOODD.FIRSPEC.WOOD SIDING B 16" PANEL BOARD & BATTEN-TBDTIMBER POSTS/STRUTSWOOD EAVE FASCIAWOOD TRUSS &RAFTER TAILSPREFIN. METAL GUTTER& DOWNSPOUTS8x82x6SEE DETAILS2x10VERTICAL CHANNELDOUGLAS FIR (#1/SELECT) - SANDEDPRIMED FASCIA OR CEDAR (#1)STRUCTURAL STEELD.FIR?RHEINZINKCOLOUR/FINISHROOF MEMBRANE B 3 PLY TAR & GRAVEL EXISTINGCEDAR SHINGLES -STEEL POST BASES &CONNECTORS1x8-SIKKEN STAIN - TBDCEDAR SHAKES 3 4" - 5 4" 24" HAND CUT RE-SAWNEXISTING-WINDOW & DOOR TRIM 5 4 x 6BUILT-UP WALL & FASCIATRIMSGLULAM BEAMS5 4 x 12 + 2 x 6AS NOTEDPRIMED FASCIA OR CEDAR (#1)PRIMED FASCIA OR CEDAR (#1)D.FIRTBDTBDSIKKEN STAIN - TBDTBDTBDTBDSIKKEN STAIN - TBDTBDTBDZINC-GALVANIZEDNOTESEXISTING OR NEW WHERE NOTED-LEAF GUARD SYSTEMEXTERIOR MATERIALS SPECIFICATIONS & LEGEND (REFER TO ELEVATIONS)MK17181920212223242526272829303132NOTES:TYPEPREFIN. METAL ROOFFLASHINGS & FASCIASPREFIN. METAL ROOFFLASHINGS & FASCIASWOOD FRAME DECK &STAIRSIZESTONE VENEER --SPEC.- - -COLOUR/FINISHCOLOUR TO MATCH -NATURAL COLOURDOUBLE GLAZED VINYLWINDOWS-TBDMECH. VENT LOUVER -EXTERIOR HANDRAILS SEE DETAILS ALUMINUM EXTRUDED PROFILES POWDER COAT COLOUR TBD& GUARDSCONCRETE PAVERSREFER TO LANDSCAPE DRAWINGS- -CONCRETE STEPS,FOUNDATIONS & SLABSRAIN CHAINCONCRETE MASONRYUNITWOOD FRAME GLASSPANEL DOORSWOOD FRAMEWINDOWS (EXIST.)-SMOOTH TROWEL3" LINK GALVANIZED8x16x8AS NOTEDAS NOTED-STANDARDD.FIR VERTICAL GRAIN-NATURAL COLOUR-PAINT: TBDPAINTEDWOOD DOORS (EXIST.) AS NOTED SOLIDCORE PAINTGRADE DOORS C/W WOOD PAINTED-FRAMEALUMINUM FRAMESKYLIGHTAS NOTED-EXTERIOR URETHANEEXISTINGNOTESNOTE: SEPARATE PRICE TO DELETE NEW ELEVATED EXTERIOR STAIR & DECK STRUCTUREAND 2 PILING (2), SUBSTITUTE WITH NEW ALLAN BLOCK RETAINING WALL & STAIRS WITHINTERLOCKING PAVERS ON NEW COMPACTED FILL.TEMP. GLASS IN ALL NEW GYM WINDOWS & WHERE REQUIRED BY CODE.SECURE TO GUTTER WITH FUNNEL & DIVERTER BALL, BASE DOWN TO 4" STORM STUB-OUT(SEE MECHANICAL)DOUBLE GLAZED TEMP. GLASSEXISTING (OR RELOCATED AS NOTED)ASSUMED TEMP. GLASS IN EXISTING GYM WINDOWS-titleSouth Elevationproject no.scaledrawnrevieweddate101-2012AS NOTEDJLV11/13/2012no. date descriptionrevisionsdrawing no. of18

consultants45'-0"14'-9" 14'-9" 15'-6"22 7144.96'T/O RIDGE712212128NEW LANDSCAPE BLOCKRETAINING WALL & GRAVELPATHWAY BACKFILLNEW BRIDGE 42" HIGH ALUM.FRAME GUARD1212127'-7"6'-0"412128.0'ATTIC FLOOR126.67' EX.ROOF DECK125.75'GYM CEILINGNEW BRIDGE PIER & POST,SEE STRUCT.66APPROX. LINE OF EXISTINGGRADE, SITE CONFIRM30219'-7 3 4"REMOVE MANSARD ROOFOVERHANG, (TYP.)1219'-6 3 4"116.07'2nd FLOOR319NEW TIMBER STRUT/COLUMN C/WHORIZ. BRACE, (SEE STRUCT.)9'-2"This drawing is the property of Millenia Architecture Corp.and shall not be reproduced without permission.71.5°107.82'VLB MAIN FLOOR14106.92'MAIN FLOORThe Contractor shall verify actual site conditions anddimensions and shall be responsible for notifying thearchitect of any discrepancies.All work shall be carried out in strict accordance withcurrent applicable building code and municipal by-laws.NOTE: FUTURE ADDITION &UPGRADE TO VILLAGE OFFICESNOT PART OF PHASE 1 (NIC)1A4.3NORTH ELEVATION1/4"=1'-0"5 26projectVillage of Lions BayCommunity CentrePhase 1400 Centre RoadLions Bay, BCEXTERIOR MATERIALS SPECIFICATIONS & LEGEND (REFER TO ELEVATIONS)MK12345678910111213141516NOTES:TYPEASPHALT SHINGLES---ROOF MEMBRANE A 2 PLY SBS MEMBRANE (DECK) 15 YEAR MANUF. WARRANTYWOOD SOFFITWOOD SIDING ASIZE3 4" PLYWOODD.FIRSPEC.WOOD SIDING B 16" PANEL BOARD & BATTEN-TBDTIMBER POSTS/STRUTSWOOD EAVE FASCIAWOOD TRUSS &RAFTER TAILSPREFIN. METAL GUTTER& DOWNSPOUTS8x82x6SEE DETAILS2x10VERTICAL CHANNELDOUGLAS FIR (#1/SELECT) - SANDEDPRIMED FASCIA OR CEDAR (#1)STRUCTURAL STEELD.FIR?RHEINZINKCOLOUR/FINISHROOF MEMBRANE B 3 PLY TAR & GRAVEL EXISTINGCEDAR SHINGLES -STEEL POST BASES &CONNECTORS1x8-SIKKEN STAIN - TBDCEDAR SHAKES 3 4" - 5 4" 24" HAND CUT RE-SAWNEXISTING-WINDOW & DOOR TRIM 5 4 x 6BUILT-UP WALL & FASCIATRIMSGLULAM BEAMS5 4 x 12 + 2 x 6AS NOTEDPRIMED FASCIA OR CEDAR (#1)PRIMED FASCIA OR CEDAR (#1)D.FIRTBDTBDSIKKEN STAIN - TBDTBDTBDTBDSIKKEN STAIN - TBDTBDTBDZINC-GALVANIZEDNOTESEXISTING OR NEW WHERE NOTED-LEAF GUARD SYSTEMEXTERIOR MATERIALS SPECIFICATIONS & LEGEND (REFER TO ELEVATIONS)MK17181920212223242526272829303132NOTES:TYPEPREFIN. METAL ROOFFLASHINGS & FASCIASPREFIN. METAL ROOFFLASHINGS & FASCIASWOOD FRAME DECK &STAIRSIZESTONE VENEER --SPEC.- - -COLOUR/FINISHCOLOUR TO MATCH -NATURAL COLOURDOUBLE GLAZED VINYLWINDOWS-TBDMECH. VENT LOUVER -EXTERIOR HANDRAILS SEE DETAILS ALUMINUM EXTRUDED PROFILES POWDER COAT COLOUR TBD& GUARDSCONCRETE PAVERSREFER TO LANDSCAPE DRAWINGS- -CONCRETE STEPS,FOUNDATIONS & SLABSRAIN CHAINCONCRETE MASONRYUNITWOOD FRAME GLASSPANEL DOORSWOOD FRAMEWINDOWS (EXIST.)-SMOOTH TROWEL3" LINK GALVANIZED8x16x8AS NOTEDAS NOTED-STANDARDD.FIR VERTICAL GRAIN-NATURAL COLOUR-PAINT: TBDPAINTEDWOOD DOORS (EXIST.) AS NOTED SOLIDCORE PAINTGRADE DOORS C/W WOOD PAINTED-FRAMEALUMINUM FRAMESKYLIGHTAS NOTED-EXTERIOR URETHANEEXISTINGNOTESNOTE: SEPARATE PRICE TO DELETE NEW ELEVATED EXTERIOR STAIR & DECK STRUCTUREAND 2 PILING (2), SUBSTITUTE WITH NEW ALLAN BLOCK RETAINING WALL & STAIRS WITHINTERLOCKING PAVERS ON NEW COMPACTED FILL.TEMP. GLASS IN ALL NEW GYM WINDOWS & WHERE REQUIRED BY CODE.SECURE TO GUTTER WITH FUNNEL & DIVERTER BALL, BASE DOWN TO 4" STORM STUB-OUT(SEE MECHANICAL)DOUBLE GLAZED TEMP. GLASSEXISTING (OR RELOCATED AS NOTED)ASSUMED TEMP. GLASS IN EXISTING GYM WINDOWS-titleNorth Elevationproject no.scaledrawnrevieweddate101-2012AS NOTEDJLV11/13/2012no. date descriptionrevisionsdrawing no. of18

consultants20'-0"65'-0"VILLAGE OFFICES(NOT PART OF PHASE 1)16'-6" 16'-0" 16'-0"16'-6"1144.96'T/O RIDGENEW B VENT1137.50'T/O RIDGE29REMOVE EXISTING MANSARD ROOFOVERHANG & PARAPET, (TYP.)LINE OF HEAT PUMP PIPINGUNDER BRIDGE, SEE MECH.128.0'ATTIC FLOOR15124.07'EX. 2nd FLOOR CLG8'-0"23161012629RWL2330302131? 303031?301610RWLREMOVE EXISTING MANSARD ROOFOVERHANG & PARAPET, (TYP.)NOTE: FUTURE ADDITION &UPGRADE TO VILLAGE OFFICESNOT PART OF PHASE 1 (NIC)233'-6"3'-6"116.07'2nd FLOOR19 12919 1295 INFILL TOMATCH5NEW INTERLOCKINGPAVERS ON SAND BED(REMOVE ASPHALT)REMOVE EXISTINGWINDOW, INFILL WALL59'-2"14This drawing is the property of Millenia Architecture Corp.and shall not be reproduced without permission.REMOVE EXISTING WOOD FRAME STAIRThe Contractor shall verify actual site conditions anddimensions and shall be responsible for notifying thearchitect of any discrepancies.106.92'MAIN FLOORAll work shall be carried out in strict accordance withcurrent applicable building code and municipal by-laws.26 26 26 26NOTE: SEPARATE PRICE TO DELETE NEW ELEVATED EXTERIORWOOD FRAME STAIR & ENTRY DECK STRUCTURE AND 2 PILING (2),SUBSTITUTE WITH NEW ALLAN BLOCK RETAINING WALL & STAIRSWITH INTERLOCKING PAVERS ON NEW COMPACTED FILL.1A4.4EAST ELEVATION1/4"=1'-0"projectVillage of Lions BayCommunity CentrePhase 1400 Centre RoadLions Bay, BCtitleEXTERIOR MATERIALS SPECIFICATIONS & LEGEND (REFER TO ELEVATIONS)MK123456789TYPEASPHALT SHINGLES---ROOF MEMBRANE A 2 PLY SBS MEMBRANE (DECK) 15 YEAR MANUF. WARRANTYWOOD SOFFITWOOD SIDING ASIZE3 4" PLYWOODD.FIRSPEC.WOOD SIDING B 16" PANEL BOARD & BATTEN-TBDTIMBER POSTS/STRUTS8x8VERTICAL CHANNELDOUGLAS FIR (#1/SELECT) - SANDEDCOLOUR/FINISHROOF MEMBRANE B 3 PLY TAR & GRAVEL EXISTINGCEDAR SHINGLES -1x8-SIKKEN STAIN - TBDCEDAR SHAKES 3 4" - 5 4" 24" HAND CUT RE-SAWNEXISTING-TBDTBDSIKKEN STAIN - TBD-NOTESEXISTING OR NEW WHERE NOTED-EXTERIOR MATERIALS SPECIFICATIONS & LEGEND (REFER TO ELEVATIONS)MK171819202122232425TYPEPREFIN. METAL ROOFFLASHINGS & FASCIASPREFIN. METAL ROOFFLASHINGS & FASCIASWOOD FRAME DECK &STAIRSIZESTONE VENEER ----SPEC.- - -COLOUR/FINISHCOLOUR TO MATCH -NATURAL COLOURDOUBLE GLAZED VINYLWINDOWS-TBDMECH. VENT LOUVER -EXTERIOR HANDRAILS SEE DETAILS ALUMINUM EXTRUDED PROFILES POWDER COAT COLOUR TBD& GUARDSCONCRETE PAVERSREFER TO LANDSCAPE DRAWINGS- --EXISTINGNOTESNOTE: SEPARATE PRICE TO DELETE NEW ELEVATED EXTERIOR STAIR & DECK STRUCTUREAND 2 PILING (2), SUBSTITUTE WITH NEW ALLAN BLOCK RETAINING WALL & STAIRS WITHINTERLOCKING PAVERS ON NEW COMPACTED FILL.TEMP. GLASS IN ALL NEW GYM WINDOWS & WHERE REQUIRED BY CODE.East Elevationproject no.scaledrawnrevieweddate101-2012AS NOTEDJLV11/13/201210111213141516WOOD EAVE FASCIASTEEL POST BASES &CONNECTORSWOOD TRUSS &RAFTER TAILSPREFIN. METAL GUTTER& DOWNSPOUTS2x6WINDOW & DOOR TRIM 5 4 x 6BUILT-UP WALL & FASCIATRIMSGLULAM BEAMS5 4 x 12 + 2 x 6AS NOTEDSEE DETAILS2x10PRIMED FASCIA OR CEDAR (#1)PRIMED FASCIA OR CEDAR (#1)PRIMED FASCIA OR CEDAR (#1)D.FIRSTRUCTURAL STEELD.FIR?RHEINZINKTBDTBDTBDSIKKEN STAIN - TBDTBDTBDZINCGALVANIZEDLEAF GUARD SYSTEM26272829303132CONCRETE STEPS,FOUNDATIONS & SLABSRAIN CHAINCONCRETE MASONRYUNITWOOD FRAME GLASSPANEL DOORSWOOD FRAMEWINDOWS (EXIST.)SMOOTH TROWEL3" LINK GALVANIZED8x16x8AS NOTEDAS NOTEDSTANDARDD.FIR VERTICAL GRAINNATURAL COLOUR-PAINT: TBDPAINTEDWOOD DOORS (EXIST.) AS NOTED SOLIDCORE PAINTGRADE DOORS C/W WOOD PAINTED-FRAMEALUMINUM FRAMESKYLIGHTAS NOTED-EXTERIOR URETHANESECURE TO GUTTER WITH FUNNEL & DIVERTER BALL, BASE DOWN TO 4" STORM STUB-OUT(SEE MECHANICAL)DOUBLE GLAZED TEMP. GLASSEXISTING (OR RELOCATED AS NOTED)ASSUMED TEMP. GLASS IN EXISTING GYM WINDOWS-no. date descriptionrevisionsdrawing no. of18NOTES:NOTES:

PHASE 1 LIGHT FIXTURE LEGENDconsultantsMARK FIXTURE TYPE & DETAILS (REFER TO ELECTRICAL)A18"Ø RECESSED DOWNLIGHTSEE ELECTRICAL6"Ø RECESSED DOWNLIGHTA2SEE ELECTRICAL6"Ø RECESSED DOWNLIGHT EXTERIORA3SEE ELECTRICALA4A5UNDER CABINET PUCK LIGHTSEE ELECTRICAL20'-0"VILLAGE OF LIONS BAY COMMUNITY CENTRE (PHASE 1)65'-0"16'-6" 16'-0" 16'-0" 16'-6"1A3.1VILLAGE OFFICES(NOT PART OF PHASE 1)21'-0PENDANT LIGHT FIXTURES,B1SEE ELECTRICALPENDANT LIGHT FIXTURES,SEE ELECTRICALC1WALL MOUNT EXTERIOR LIGHT FIXTURE,W1SEE ELECTRICALWALL MOUNT INTERIOR LIGHT FIXTURE,W2SEE ELECTRICALS1SURFACE MOUNT EXTERIOR LIGHT FIXTURESEE ELECTRICALRECESSED LED STRIPSEE ELECTRICALFLUORESCENT STRIP OR VALANCE LIGHTING(LAMP: T8), REFER TO REFLECTED CEILINGPLAN, SEE ELECTRICALSUSPENDED FLUORESCENT (DIRECT/INDIRECT)SEE ELECTRICALRECESSED OR SURFACE MT. FLUORESCENTSEE ELECTRICALNEW COMMUNITY PLAZACOVE5'-0"GYMNASIUM/HALL1.10245'-0"2'-0" 11'-4" 13'-4" 20'-4"9'-11"14'-9"1A3.23'-5" 3'-5"4'-0"W1A34'-0"W1 (?HT.)A3EQ. EQ.5'-0"2A3.1NEW ADDITION: 1.101MULTIPURPOSE ROOM3'-2 3 4"A38'-0" GWB CLG. HT.6'-6"Storage10'-0"1.1102'-4 1 2" 6'-6"2'-10 1 2"6'-6"A35'-0"3'-2 3 4"EQ.EQ.A17'-2" TBARCLG. HT.CoatsH/C WR1.109±7'-6" GWB CLG. HT.FD3'-0"Corridor1.1063'-0"A1D/G2'-6" 2'-10"±7'-6" GWB CLG. HT.EQ. EQ.EQ.2'-9"MENWOMEN6'-0"1.107A1A1FD±7'-6" GWB CLG. HT.A1 ±7'-6" GWB CLG. HT.FD1.108A1A13'-4"NOTE: SEE A5.2 2nd FLOOR REFLECTEDCEILING PLAN FOR LIGHTING. (TBD)A5A5A5A5A2KITCHENA5A21.105A5A2A2D/GA2D/GCLUB ROOMA21.104A2A2A2Stor.A2STORAGE1.103M.R.H/C WRELEV.KCUP16REQ.1'-6" 3'-4" 1'-6" EQ. EQ.3'-4"3'-2" 6'-8"3'-2"±8'-0" GWB CLG. HT.5'-6 1 2" 5'-4" 5'-4" 5'-4" 4'-5"±8'-0" GWB CLG. HT.C/L2'-7 3 4"4'-8"2.109A2STAIR2.1026'-0"1'-10"1'-10"UP16R2'-5 3 4" 4'-0" 4'-0"A2GWB BULKHEAD7'-3" CLG. HT.2.1108'-0" CLG. HT.?A3A22.103A2A2Filing2.108GWB 8'-0" C2.107AThis drawing is the property of Millenia Architecture Corp.and shall not be reproduced without permission.The Contractor shall verify actual site conditions anddimensions and shall be responsible for notifying thearchitect of any discrepancies.All work shall be carried out in strict accordance withcurrent applicable building code and municipal by-laws.projectVillage of Lions BayCommunity CentrePhase 1400 Centre RoadLions Bay, BCtitleMain FloorReflected Ceiling Planproject no.scaledrawnrevieweddate101-2012AS NOTEDJLV11/13/20121A5.1MAIN FLOOR REFLECTED CEILING PLAN1/4"=1'-0"no. date descriptionrevisionsdrawing no. of18

PHASE 1 LIGHT FIXTURE LEGENDMARK FIXTURE TYPE & DETAILS (REFER TO ELECTRICAL)A18"Ø RECESSED DOWNLIGHTSEE ELECTRICAL6"Ø RECESSED DOWNLIGHTA2SEE ELECTRICAL6"Ø RECESSED DOWNLIGHT EXTERIORA3SEE ELECTRICALA420'-0"VILLAGE OF LIONS BAY COMMUNITY CENTRE (PHASE 1)65'-0"16'-6" 16'-0" 16'-0" 16'-6"1A3.1VILLAGE OFFICES(NOT PART OF PHASE 1)21'-0consultantsA5UNDER CABINET PUCK LIGHTSEE ELECTRICALPENDANT LIGHT FIXTURES,B1SEE ELECTRICALPENDANT LIGHT FIXTURES,SEE ELECTRICALC1WALL MOUNT EXTERIOR LIGHT FIXTURE,W1SEE ELECTRICALWALL MOUNT INTERIOR LIGHT FIXTURE,W2SEE ELECTRICALS1SURFACE MOUNT EXTERIOR LIGHT FIXTURESEE ELECTRICALRECESSED LED STRIPSEE ELECTRICALFLUORESCENT STRIP OR VALANCE LIGHTING(LAMP: T8), REFER TO REFLECTED CEILINGPLAN, SEE ELECTRICALSUSPENDED FLUORESCENT (DIRECT/INDIRECT)SEE ELECTRICALRECESSED OR SURFACE MT. FLUORESCENTSEE ELECTRICAL5'-0"2'-4"7'-8"45'-0"2'-0" 11'-4" 13'-4" 20'-4"9'-11"14'-9"1A3.2RDW1NEW DECKRDW1W2W22A3.15'-3 1 2" 8'-3" 5'-11"6'-6" 6'-6"3'-0 1 2"6'-6"3'-3"6'-1" 3'-3"B1NEW ADDITIONMULTI-PURPOSE ROOMB1B1Storage1.208B1B11.201GLULAM RIDGE BEAM,SEE STRUCT.B16'-6"6'-6"W2W28'-6" GWBCLG. HT.FDA1MenWREQ.8'-0"A13'-11 1 2"1.204EQ.8'-8" TBARCLG. HT.EQ.EQ.4'-0"A1Corridor4'-11 1 2"Women(H/C)WR1.202A11.2058'-6" GWB CLG. HT.3'-4"A58'-6" GWB CLG. HT.A1Coffee6'-0"A57'-11 1 2"1.203A1A5A11'-0"2'-0"GYMNASIUM/HALL (BELOW)NOTE: SEE ELECTRICAL FOR LIGHTING SPECS, (TYP.)4'-0"A26'-0"A2LOUNGE12'-0"1.206A22'-0"2'-0"EX. GLULAM RIDGEBEAMS, (TYP.)C110'-7.5" GWB CLG. HT. 10'-7.5" GWB CLG. HT. 10'-7.5" GWB CLG. HT.8'-0"6'-0"A24'-0"4'-0"A26'-0"A28'-6" GWB CLG. HT.8'-0"12'-0"6'-0"A2LIBRARYA24'-0"2'-0"1.2074'-0"A26'-0"A2EQ. EQ.EQ. EQ. EQ. EQ.8'-0"6'-0"2'-0" 12'-0" ±1'-6"A2A23'-6"EQ. 8'-0" EQ.2.202STAIRDN16RstorageWomen(H/C)WRUP17R4'-3"C1CELEV.Landing9'-0" CLG. HT.A2 A2 A22'-4" 3'-6" 3'-6" 32.2062.2109'-0" CLG. HT.9'-0" CLG. HTMenWREQ. EQ.2.2079'-0" CLGA24'This drawing is the property of Millenia Architecture Corp.and shall not be reproduced without permission.The Contractor shall verify actual site conditions anddimensions and shall be responsible for notifying thearchitect of any discrepancies.All work shall be carried out in strict accordance withcurrent applicable building code and municipal by-laws.projectVillage of Lions BayCommunity CentrePhase 1400 Centre RoadLions Bay, BCtitleSecond FloorReflected Ceiling Planproject no.scaledrawnrevieweddate101-2012AS NOTEDJLV11/13/2012A3 A3 A3 A3 A3 A3 A3A3 A3DN16RNEW DECKEXISTING WALKWAYno. date descriptionrevisionsdrawing no. of181A5.2SECOND FLOOR REFLECTED CEILING PLAN1/4"=1'-0"

PHASE 1 LIGHT FIXTURE LEGENDconsultantsMARK FIXTURE TYPE & DETAILS (REFER TO ELECTRICAL)A18"Ø RECESSED DOWNLIGHTSEE ELECTRICAL6"Ø RECESSED DOWNLIGHTA2SEE ELECTRICAL6"Ø RECESSED DOWNLIGHT EXTERIORA3SEE ELECTRICALA4A5UNDER CABINET PUCK LIGHTSEE ELECTRICAL20'-0"VILLAGE OF LIONS BAY COMMUNITY CENTRE (PHASE 1)65'-0"16'-6" 16'-0" 16'-0" 16'-6"1A3.1VILLAGE OFFICES(NOT PART OF PHASE 1)2PENDANT LIGHT FIXTURES,B1SEE ELECTRICALPENDANT LIGHT FIXTURES,SEE ELECTRICALC1WALL MOUNT EXTERIOR LIGHT FIXTURE,W1SEE ELECTRICALWALL MOUNT INTERIOR LIGHT FIXTURE,W2SEE ELECTRICALS1SURFACE MOUNT EXTERIOR LIGHT FIXTURESEE ELECTRICALRECESSED LED STRIPSEE ELECTRICALFLUORESCENT STRIP OR VALANCE LIGHTING(LAMP: T8), REFER TO REFLECTED CEILINGPLAN, SEE ELECTRICALSUSPENDED FLUORESCENT (DIRECT/INDIRECT)SEE ELECTRICALRECESSED OR SURFACE MT. FLUORESCENTSEE ELECTRICAL5'-0"GYMNASIUM/HALL (BELOW)45'-0"2'-0" 11'-4" 13'-4" 20'-4"9'-11"14'-9"1A3.22A3.1FUTURE MULTI-PURPOSE ROOM1.302EL.128.0'T/O ATTIC FLOOR1.301STORAGEENTRY1.303NOTE: SEE ELECTRICAL FOR LIGHTING, (TYP.)Corridor1.305MECH./ELEC.1.304FUTURE PHASE 2 CONNECTIONSTAIR2.202DN16RGALSLOPING CLELEV.EL.128.0'T/O LANDING (LBCC ATTISLOPING CLG.2.301LandingMECH./STO2This drawing is the property of Millenia Architecture Corp.and shall not be reproduced without permission.The Contractor shall verify actual site conditions anddimensions and shall be responsible for notifying thearchitect of any discrepancies.All work shall be carried out in strict accordance withcurrent applicable building code and municipal by-laws.projectVillage of Lions BayCommunity CentrePhase 1400 Centre RoadLions Bay, BCtitleAttic FloorReflected Ceiling Planproject no.scaledrawnrevieweddate101-2012AS NOTEDJLV11/13/2012S11A5.3ATTIC FLOOR REFLECTED CEILING PLAN1/4"=1'-0"bridgeno. date descriptionrevisionsdrawing no. of18

VLBCC PHASE 1 DOOR & FRAME SCHEDULEGLASSHARDWAREVLBCC PHASE 1 ROOM FINISH SCHEDULEFLOORBASE WALLCEILING HT. REMARKSconsultantsDOOR & GLAZINGFRAMEMARK FROM TO HAND SIZE TYPE MAT FIN. CORE LABEL TYPE MAT FIN. SIZE1.101 Multi Purp Exterior L/R 2-36x80x1.75" 2 WD UCC F1 PSF P1.102 Gym Exterior L/R 2-36x80x1.75" 7 WD PWD P1.103 Gym Exterior L 46x80x1.75" 1 WD UCC F1 PSF P1.104 Gym Exterior R 46x80x1.75" 1 WD UCCF1 PSF P1.105 Gym Exterior L 46x80x1.75" 1 WD UCCF1 PSF P1.106 Gym Exterior R 46x80x1.75" 1 WD UCCF1 PSF P1.107 Gym Exterior L/R 2-36x80x1.75" 7 WD PWD P1.108 Gym Storage L 36x80x1.75" 3 WD P WD P1.109 Gym Clubroom L/R 2-36x80x1.75" 7 WD PWD P1.110 Corridor Men WR L 36x80x1.75" 5 WD P SF1 PSF P1.111 Corridor Women WR R 36x80x1.75" 5 WD P SF1 PSF P1.112 Corridor H/C WR R 36x80x1.75" 5 WD P SF1 PSF P1.113 Multi Purp Corridor - 1-63x84x1.75" 5 WD P SAL1.114 Multi Purp Storage - 4-60x84x1.75" 5 WD P SALDOUBLE GELAZED6mm TEMPEREDLAM. TRANSLUCENTWIRED GLASSFRAMELESS BUTT JT.THRESHOLDWEATHERSTRIPPANIC SETSTOPKICKCYLINDER LOCKCLOSERDEADBOLTLEVER PASSAGE SETLOUVER - SEE MECH.FLUSHBOLTSPRIVACY LEVERSETPOWER OPERATORELECTRIC STRIKEPUSH-PULLSBUTT HINGESOFFSET PIVOT HINGESREMARKSEXISTING DOOR & FRAME - NEW HARDWARE?EXISTING DOOR & FRAME - NEW HARDWARE?EXISTING DOOR & FRAME - NEW HARDWARE?EXISTING DOOR & FRAME - NEW HARDWARE?1.201 Multi Purp Exterior L 36x84x1.75" 6 WD UCC F1 PSF PBARRIER FREE ACCESS POWER OPERATOR?1.202 Lounge Exterior L 36x80x1.75" 3 WD PWD PEXISTING DOOR & FRAME - NEW HARDWARE?1.203 Library Exterior L 36x80x1.75" 3 WD PWD PEXISTING DOOR & FRAME - NEW HARDWARE?1.204 Corridor Men WR R 36x84x1.75" 5 WD PF1 PSF P1.205 Corridor H/C WR R 36x84x1.75" 5 WD PF1 PSF P1.206 Multi Purp Deck L/R 2-36x84x1.75" 2 WD UCC F1 PSF P1.207 Multi Purp Storage - 3-58x84x1.75" 5 WD P ALSLIDING DOOR HARDWARE TBD1.301 Entry Exterior L 36x84x1.75" 6 WD UCC F1 PSF P1.302 Corridor Multi Purp L 36x84x1.75" 5 WD P F1 PSF P1.303 Corridor Storage L 36x84x1.75" 5 WD P F1 PSF P1.304 Storage Mech. R 36x84x1.75" 5 WD P F1 PSF PSLIDING DOOR HARDWARE TBDSLIDING DOOR HARDWARE TBDMARKMAIN FLOORSECOND FLOORTHIRD FLOOR1.1011.1021.1031.1041.1051.1061.1071.1081.1091.1101.2011.2021.2031.2041.2051.2061.2071.208ROOMNAMEMULTI PURPOSE ROOMGYMNASIUM/HALLSTORAGECLUBROOMKITCHENCORRIDORMENS WASHROOMWOMENS WASHROOMH/C TOILET ROOMSTORAGEMULTI PURPOSE ROOMCORRIDORCOFFEEMENS WASHROOMWOMENS WASHROOMLOUNGELIBRARYSTORAGE1.301 ENTRY1.302 FUTURE MULTI PURPOSE1.303 STORAGE1.304 MECH./ELEC.1.305 CORRIDORTILE (FIELD)FT1FT1FT1FT1WOODWF1WF2WF2CARPETCT1CT1VINYLVN1VN1VN1VN1VN1VN1VN1VN1VN1VN1VN1VN1VN1VN1CONCRETETILEWOOD?VINYL BASEVB1VB1VB1VB1VB1VB1VB1VB1VB1WB1WB1WB1WB1WB1VB1VB1WB1VB1VB1VB1VB1VB1NO BASEGYPSUM BOARDP1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1TILEGYPSUM BOARD (PT.)ACOUSTIC TILEP1 8'-0"P1 ±18'-10"P1 8'-0"P1P18'-0"8'-0"P1 AT1 7'-6"P1P17'-6"7'-6"P1 7'-6"P1 8'-0"P1P1P1P1P1P1P1P1P1P1P1P1VARIESAT1 8'-6" - 8'-8"8'-6"8'-6"8'-6"8'-6" - 10'-7.5"8'-6" - 10'-7.5"VARIESVARIESVARIESVARIESVARIESVARIES7'-2" T-BAR CLG IN COAT ROOMNOTESLABELLED DOORS & FRAMESCLASS A DOOR: 3 HR. ULC RATEDCLASS B DOOR: 1 1/2 HR. ULC RATEDCLASS C DOOR: 3/4 HR. ULC RATEDCLASS D DOOR: 1/2 HR. ULC RATEDCLASS E DOOR: 20 MIN. ULC RATEDTYPE 1ABBREVIATIONSDP DOOR-PULLSAL ALUMINUMDS DOORSWEEPALSASTALUMINUM STOREFRONTASTRAGALDTEXTDUMMY TRIMEXTERIORAN ANODIZEDESKP ELECTRICAL STRIKE &BE BAKED ENAMELKEYPAD BY OTHERSBF BI-FOLDFB FLUSHBOLTSCSC COORDINATED SELF CLOSER FW FLUSH WOODDA DOUBLE ACTIONG GLASSDB DEADBOLTH HOLLOWTYPE 2TYPE 3HM HOLLOW METALHF HEAD FLASHINGKP KICKPLATELSMLOCKSETMETALML MAG-LOCKMH MAG-HOLD-OPENMANU MANUALLY OPERATEDOH OVERHEADP PAINTTYPE 4PANPCPHPKPRSPWPPPSRLSCPANIC DEVICEPRIME-COATPEEP HOLEPOCKET DOORPRESSED STEELPANEL WOODPUSH/PULL PLATESPASSAGE SETROLLER LATCHSELF CLOSERTYPE 5S SOLID CORESEC SECURITYSL SLIDINGSS STAINLESS STEELST STAINTG TEMPERED GLASSUCC URETHANE CLEAR COATWG WIRED GLASSWS WEATHERSTRIPWF WOOD FRAMEW WOODTYPE 6SCHEDULEDSCHEDULED SCHEDULEDSCHEDULEDSCHEDULEDSCHEDULED1'-9" SCHEDULED5" 5" 5"UNO5"PHASE 1 INTERIOR MATERIALS SPECIFICATIONS & LEGEND (REFER TO ROOM FINISH SCHEDULE)MKFT1FT4CT1TYPEFLOOR TILEWF1 EXISTING WOOD FLOOR3WF2 NEW WOOD FLOOR4"x3"TACTILE FLOOR TILECARPET BROADLOOMSIZE SPEC. COLOUR/FINISHNOTES12"x24" OLYMPIA REGAL OLIVE FLAMEDGYMNASIUM MAPLE FLOORHARDROCK MAPLE FLOORRICHMOND COMMERCIAL INSPIRE 2007SEPARATE PRICE FOR REFINISHINGAS SCHEDULEDDOOR HT.TYPE 710" 5"SINGLE DOOR: 1 3 4" THICK WOOD(FIR) FRAME GLASS PANEL,JAMB AS SPECIFIEDSCHEDULED SCHEDULEDAS SCHEDULEDDOOR HT.DOUBLE DOOR: 1 3 4" THICK WOOD(FIR) FRAME GLASS PANEL,JAMB AS SPECIFIEDTYPE 810" 5"SCHEDULED SCHEDULEDAS SCHEDULEDDOOR HT.SINGLE DOOR: 1 3 4" THICKSOLIDCORE PAINTGRADEHARDBOARD SKIN,JAMB AS SPECIFIEDAS SCHEDULEDDOOR HT.SINGLE DOOR: 1 3 4" THICKHOLLOW METAL, 5"x20"WIRED GLASS LITEJAMB AS SPECIFIEDAS SCHEDULEDDOOR HT.SINGLE DOOR: 1 3 4" THICKSOLIDCORE STAINGRADE FIRVENEER (VG),JAMB AS SPECIFIED10" 5"AS SCHEDULEDDOOR HT.SINGLE DOOR: 1 3 4" THICK WOOD(FIR) FRAME GLASS PANEL, TEMP.GLASS SIDELITEJAMB AS SPECIFIEDVN1 SHEET VINYL6'?AMERICAN BILTRITE PURE / #85VB1 VINYL BASE3"JOHNSONITEWOOD BASE 3/4" x4" FIR VG OILED WIRE BRUSH FINISHSTAIR TREAD1 1 2"x12"FIR OILED WIRE BRUSH FINISHSTN1 STAIR TREAD NOSING1 8"ALUMINUM STRIP NATURAL 2 ROWS LET INTO TREADWT1 WALL TILE12"x24"OLYMPIA REGALOLIVE FLAMEDWT2WT3WALL TILEWALL TILE12"x24"12"x12"OLYMPIA REGALAMES BSCPSOLIVE POLISHED SCOREDGLASS STONE STRIPSVW1CB1VINYL WALLCOVERINGCONCRETE BLOCK 8x16x8"GROUND FACEGRANITEAT1 ACOUSTIC TILE & TBAR 24"x48"SCOREDThis drawing is the property of Millenia Architecture Corp.and shall not be reproduced without permission.The Contractor shall verify actual site conditions anddimensions and shall be responsible for notifying thearchitect of any discrepancies.All work shall be carried out in strict accordance withcurrent applicable building code and municipal by-laws.projectVillage of Lions BayCommunity CentrePhase 1400 Centre RoadLions Bay, BCACOUSTIC PANELS 48"x48" FABRIC OVER ACOUSTIC INSULATION PANELStitleAS SCHEDULEDDOOR HT.AS SCHEDULEDDOOR HT.PER SCHEDULE- TOILET PARTITIONS - FLOOR MOUNTED BAKED ENAMEL STANDARD COLOUR RANGEDoor & Room FinishSchedulesDOUBLE DOOR: 1 3 4" THICK SOLIDCOREPAINTGRADE HARDBOARD SKIN,JAMB AS SPECIFIEDDOUBLE DOOR: 1 3 4" THICK SOLIDCORESTAINGRADE FIR VENEER (VG),JAMB AS SPECIFIEDDOOR HARDWARE SPECIFICATIONSMK TYPE SIZE SPEC. TRIM COLOUR/FINISHNOTESLEVERSETS EMTEK BRITTANIA SATIN NICKELDEADBOLTSEMTEK MODERNROUNDSATIN NICKELKEYED ONE SIDE, THUMBTURN, KEYED AS DIRECTED BY OWNERP1P2WOOD HANDRAILSGUARDRAIL POSTSWINDOW COVERINGSPAINTPAINTPERFORATED ROLLER SHADEPRIMER PLUS 3 COATSPRIMER PLUS 3 COATSproject no. 101-2012scale AS NOTEDdrawn JLVrevieweddate 11/13/2012CLOSERP3PAINTPRIMER PLUS 3 COATSPULL HANDLESP4PAINTPRIMER PLUS 3 COATSPUSH-PULLSBUTT HINGES4 1 2 "SATIN NICKELPLAM1PLAM2PLAM3MILLWORK PLASTICLAMINATEMILLWORK PLASTICLAMINATEMILLWORK PLASTICLAMINATEARBORITE P-299 SR TATAMI SERORIARBORITE P-297 SR TATAMI WASABIFORMICA 3517-46 SAND CRYSTALETCHINGS FINISHPULLS HETTICH IMPERIA 9995 586HINGESBLUMMOTIONUPPER CABINETSLOWER CABINETSCOUNTERTOPSno. date descriptionrevisionsdrawing no. of18WOOD DOORS & FRAMES PER SCHEDULEDOOR HARDWARE

consultantsVILLAGE OF LIONS BAY COMMUNITY CENTRE (PHASE 1)VILLAGE OFFICES(NOT PART OF PHASE 1)20'-0"65'-0"LANDSCAPE MATERIALS SPECIFICATIONS & LEGEND (REFER TO LANDSCAPE PLAN)MK TYPESIZESPEC. COLOUR/FINISH NOTESL1 CONCRETE PAVERS 24"x24"x2" HYDRAPRESSED SLABS DESERT SANDPLACE ON CONCRETE SAND BED WITH 1/8" REVEAL JOINT ON 4" MIN. COMPACTEDABBOTSFORD SATURNAGRANULAR FILL ON STABLE SUBGRADE EXCEPT AT ACCESS TO SANITARY SUMP. PROVIDECONCRETE PERIMETER FRAME TO SUSPEND OVER EXISTING LID. CONTRACTOR TOPROVIDE OWNER WITH REMOVAL KEYL2 CONCRETE PAVERS 9"x5"x2 3 8" ABBOTSFORD STANDARD DESERT SANDPLACE ON CONCRETE SAND BED WITH 1/8" REVEAL JOINT ON 4" MIN. COMPACTEDGRANULAR FILL ON STABLE SUBGRADE. COMPACT PAVERS WITH MECHANICAL PLATECOMPACTOR AND SWEEP JOINT SAND TO FILL. COMPACT UNTIL JOINTS FILLEDL3L4L5L6NOTES:EDGEPRO PAVERRESTRAINT EDGINGBEACH ROCKTRENCH DRAINCONCRETE BORDER6" WIDE STRIP6" WIDE45'-0"2'-0" 11'-4" 13'-4" 20'-4"NEW TIMBER COLUMN & CONC. PIERMODIFY GRADE AS REQUIREDFOR NEW PATHINTERLOCKING PAVERS ON SAND BEDON FILL AS REQUIRED FOR NEW PATHROUTE. ALLOW FOR 6 YDS. FILL & NEWROCK STACK WALL 20' LIN. FT. x 5' HIGH9'-11"14'-9"5'-0"LINE OF NEW 2ND FLOORADDITION ABOVE3"UP16RR.C.EDGE OF BANKREMOVE CHAIN LINK FENCINGRELOCATE & PROTECT EXISTINGSANITARY PRESSURE LINE TOUPPER FIELD AS REQUIRED.EL.106.92'T/O MAIN FLOORNOTE: NEW INTERLOCKING PAVERSPLAZA/PATHWAY TO MARJORIESMEADOWS (SEPARATE PRICE)REMOVE TREELINE OF NEW ROOF ABOVEPROPERTY LINE PROPERTY LINELINE OF NEWDECK ABOVEL3(TYP.)L3(TYP.)L2INSTALL ON COMPACTED SUBGRADE PRIOR TO SAND & PAVER INSTALLATIONL4(TYP.)EL.106.42'T/O PAVERSREMOVE EXISTING BLACKTOPPAVED PATHWAY & CURB, TYP.EL.106.42'T/O PAVERSL5L2L3(TYP.)L4(TYP.)RWLR.C.L5NEW DECK16'-6" 16'-0" 16'-0" 16'-6"RELOCATED SANITARY SUMP PUMPCONTROL PANEL, SEE MECH.1'-8" 15'-0" 15'-0"1'-8"REMOVE CHAIN LINKFENCINGREMOVE TREEL21'-8"R.C.6"L6NEW FRENCH DOORS, (TYP.)NOTES:1. MODIFY ROCK STACK WALL AS PER GEOTECHNICAL RECOMMENDATIONS.2. ANY NEW FILL TO BE WELL GRADED GRAVEL OR SAND AND GRAVELCOMPACTED TO AN EQUIVALENT OF 98% STANDARD PROCTOR MAXIMUM DRYDENSITY.3. SEPARATE PRICE TO DELETE NEW ELEVATED EXTERIOR WOOD FRAME STAIR& ENTRY DECK STRUCTURE AND 2 PILING (2), SUBSTITUTE WITH NEW ALLANBLOCK RETAINING WALL & STAIRS WITH INTERLOCKING PAVERS ON NEWCOMPACTED FILL.L1EL.106.42'T/O PAVERSNEW COMMUNITY PLAZAL22 NEW 24x24 PAVERS ON PEDESTALSOVER EXISTING SANITARY SUMP ACCESSCOVER. LEVEL WITH NEW PAVERSL6RELOCATE EXISTINGSANITARY SUMP PUMPCONTROL PANEL, SEE MECH.L4 (TYP.) L3 (TYP.) L5 L5L4 (TYP.)L3 (TYP.)L4(TYP.)L6L5EL.116.07'T/O SECOND FLOOREL.116.0'T/O SECOND FLOOR ENTRY PAVERSTRENCH GRATE AT ENTRY,ELEVATION AT FLOOR LEVEL. SLOPEPAVERS DOWN 6" AS REQ'D. (TYP.)L5RWL6" 12'-0"1'-8"TRENCH GRATE AT ENTRY,ELEVATION AT FLOOR LEVEL. SLOPEPAVERS DOWN 6" AS REQ'D. (TYP.)EL.116.0'T/O SECOND FLOOR ENTRY PAVERSL2L4(TYP.)L4L3(TYP.)(TYP.)RWL21COVThis drawing is the property of Millenia Architecture Corp.and shall not be reproduced without permission.The Contractor shall verify actual site conditions anddimensions and shall be responsible for notifying thearchitect of any discrepancies.All work shall be carried out in strict accordance withcurrent applicable building code and municipal by-laws.projectVillage of Lions BayCommunity CentrePhase 1400 Centre RoadLions Bay, BCtitleLandscape Planproject no.scaledrawnrevieweddate101-2012AS NOTEDJLV11/13/2012L3(TYP.)NOTE: EXTEND NEW PAVERS TO SOUTHPROPERTY LINE, REFER TO SITE PLANNEW WOOD FRAME STAIREXISTING LOCK BLOCK RETAININGWALL, REFER TO NOTE #11L1LANDSCAPE PLAN1/4"=1'-0"REMOVE EXISTINGEXTERIOR STAIRLINE OF BRIDGE ABOVEL3(TYP.)REMOVE EXISTING BLACKTOPPAVED PATHWAY, TYP.EXISTING LOCK BLOCK RETAININGWALL, REFER TO NOTE #1L2L2L6no. date descriptionrevisionsdrawing no. of18