OAK TREE LIQUOR STORE

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1 DRAWING LIST ARCHITECTURAL A000 - COVER SHEET D0 - DEMOLITION PLANS & ELEVATIONS A0 - PLANS, ELEVATIONS & DETAILS A40 - BUILDING S A40 - BUILDING S ARCHITECT: Engineering (00) Inc. 6 Great George Street, Landing Place P.O. Box 7, Charlottetown, P.E.I., CA 7L Phone: MECHANICAL M0 - MECHANICAL ELECTRICAL E - PARTIAL DEMO, LIGHTING AND POWER DETAILS E - REVISED LIGHTING & POWER DRAWINGS & ELEVATIONS OAK TREE LIQUOR STORE TIE# ISSUED FOR TENDER OCT, 07 DEMOLITION PLANS & ELEVATIONS A000 TDR

2 ARCHITECT: EXISTING BACKLIT SIGNAGE TO BE ENTIRETY OF EXISTING FACADE TO BE DOWN TO ORIGINAL BUILDING STRUCTURE UNLESS NOTED OTHERWISE EXISTING PARAPET ASSEMBLY TO BE AS REQUIRED TO FACILITATE INSTALLATION OF NEW CONSTRUCTION Engineering (00) Inc. 6 Great George Street, Landing Place P.O. Box 7, Charlottetown, P.E.I., CA 7L Phone: ENTIRETY OF AWNING ASSEMBLIES TO BE IN THEIR ENTIRETY INCLUDING ALL CONNECTIONS BACK TO INTERIOR STRUCTURE (TYP) ENTIRETY OF EXISTING STOREFRONT ASSEMBLY INCLUDING ALL DOOR SYSTEMS TO BE EXISTING WALL FINISHES AND INSULATIONS TO BE FULL HEIGHT TO BARE CLEAN CONCRETE BLOCK WALL WINDOW ASSEMBLY TO BE EAST ELEVATION DEMOLITION SCALE: /8"='-0" D0D0 SINGLE FULL HEIGHT BAY OF WINDOW ASSEMBLY TO BE EXISTING WINDOW ASSEMBLY TO BE ENTIRELY SOUTH ELEVATION DEMOLITION SCALE: /8"='-0" D0D0 SINGLE PANEL OF EXISTING VERTICAL STEEL SIDING TO BE WHERE DAMAGED. REPLACE WITH NEW TO MATCH EXISTING PARAPET ASSEMBLY TO BE AS REQUIRED TO FACILITATE INSTALLATION OF NEW CONSTRUCTION EXISTING BACKLIT SIGNAGE TO BE EXISTING WALL FINISHES AND INSULATIONS TO BE FULL HEIGHT TO BARE CLEAN CONCRETE BLOCK WALL PARTIAL DEMOLITION FLOOR PLAN SCALE: /8"='-0" D0D0 NOTE: STRUCTURAL PARAPET BEHIND EXISTING FACADE TO REMAIN AND BE REVISED AS REQUIRED TO SUIT NEW CONSTRUCTION ENTIRETY OF EXISTING FACADE TO BE DOWN TO ORIGINAL BUILDING STRUCTURE UNLESS NOTED OTHERWISE ENTIRETY OF AWNING ASSEMBLIES TO BE IN THEIR ENTIRETY INCLUDING ALL CONNECTIONS BACK TO INTERIOR STRUCTURE (TYP) ENTIRETY OF EXISTING STOREFRONT ASSEMBLY INCLUDING ALL DOOR SYSTEMS TO BE '-0" EXISTING STEEL SIDING & ASSOCIATED FRAMING TO BE EXTENTS OF INTERIOR VESTIBULE STOREFRONT SYSTEM TO BE COMPLETELY EXISTING FLOOR GRILLE AND PAN TO BE EXISTING FLOORING WITHIN CONSTRAINTS OF NEW VESTIBULE TO BE TO BARE CLEAN CONCRETE TO SUIT INSTALLATION OF NEW TILE FINISH PORTION OF EXISTING INTERIOR WALL ASSEMBLY TO BE DEMOLISHED TO SUIT NEW PATH OF TRAVEL EXISTING CART CORRAL TO BE AND TEMPORARILY RELOCATED W-BEAM EXISTING WALL FINISHES AND INSULATIONS TO BE FULL HEIGHT TO BARE CLEAN CONCRETE BLOCK WALL W-BEAM EXISTING WALL FINISHES AND INSULATIONS TO BE FULL HEIGHT TO BARE CLEAN CONCRETE BLOCK WALL EXTENTS OF EXISTING SIDEWALK TO BE TO ACCOMMODATE NEW CONSTRUCTION. ENSURE REMOVAL IS AT AN EXISTING JOINT LOCATION EXISTING FULL HEIGHT SECTION OF WINDOW TO BE EXTENTS OF EXISTING SIDEWALK TO BE TO ACCOMMODATE NEW CONSTRUCTION. ENSURE REMOVAL IS AT AN EXISTING JOINT LOCATION EXISTING STEEL COLUMNS AND ASSOCIATED BEAM ASSEMBLY WITHIN ENTRY FACADE TO BE ENTIRELY STOREFRONT AND ASSOCIATED STEEL WIND BEAMS ABOVE TO BE ENTIRELY EXISTING W BEAMS TO BE SUSPENDED CONCRETE SLAB TO ENTIRELY EXISTING STEEL COLUMNS AND ASSOCIATED BEAM ASSEMBLY WITHIN ENTRY FACADE TO BE ENTIRELY ISSUED FOR TENDER OCT, 07 DEMOLITION PLANS & ELEVATIONS D0 TDR

3 SIGNAGE NOTE: NEW BUILDING SIGNAGE TO BE " HIGH FLAT CUT WHITE ALUMINUM LETTERS FLAT CUT ALUMINUM LOGO /4" THICK BLIND STUD MOUNT/ /4" STANDOFFS. LETTERING IN APARAJITA FONT. MOUNTED TO NEW SIDING. OWNER TO CONFIRM TEXT PRIOR TO FABRICATION KIRKWOOD DR UPPER EDEN STREET SUMMER STREET PROPERTY LOCATION UPPER PRINCE STREET UNIVERSITY AVENUE ARCHITECT: SIGNAGE LIGHTING 9'-6" ALUMINUM COMPOSITE PANEL FACADE 9'-6" '-0" A0 A40 A0 A40 4'-8" A0 A40 7'-0" '-" ALUMINUM COMPOSITE PANEL TO RETURN BACK 90 DEGREES AND CONTINUE OVER EXISTING ROOF NEW 4 GAUGE PREFORMED METAL DRIP FLASHING '-0" NEW PERIMETER BULKHEAD CONSTRUCTED FROM 6" STEEL 6" O.C. C/W 8" GYPSUM BOARD BOTH SIDES. ALL FINISHES EXTEND TO U/S OF ROOF DECK (TYP) QUEEN STREET POND STREET CHARLOTTETOWN CONNOLLY STREET KEY PLAN Engineering (00) Inc. 6 Great George Street, Landing Place P.O. Box 7, Charlottetown, P.E.I., CA 7L Phone: APPLIED SIGNAGE ACTUAL LOCATION OF NEW ENTRY SYSTEM TO BE COORDINATED WITH LOCATION OF EXISTING COLUMN TO REMAIN ±0'-7" ±9'-4" '-" NEW BI-PARTING DOOR SYSTEM NEW EFIS PT 9'-4" '-" 6'-" NEW EFIS - PT FABRIC CANOPY HORIZONTAL WOOD SIDING EXISTING EFIS - PT EXISTING EFIS ASSEMBLY TO BE REPAIRED WHERE DAMAGED AND REPAINTED NEW GB CEILING ASSEMBLY. REFER TO A40 (TYP) '-0" ±9'-4" NEW SINGLE SLIDING DOOR SYSTEM 8'-4" 7'- " 4 " 4 " 8'-4" 7'- " ±'-" NEW SINGLE SLIDING DOOR SYSTEM ±'-" 9'-4" '-0" SOUTH ELEVATION SCALE: /8"='-0" A0 A0 INTERIOR VESTIBULE ELEVATIONS SCALE: /8"='-0" A0 A0 A0 A40 NEW 4 GAUGE PREFORMED METAL DRIP FLASHING ALUMINUM COMPOSITE PANEL TO RETURN BACK 90 DEGREES AND CONTINUE OVER EXISTING ROOF '-" 6'-0" 9'-0" 9'-0 " ALUMINUM COMPOSITE PANEL FACADE SIGNAGE LIGHTING PT PT '-0" 6'-" APPLIED SIGNAGE EAST ELEVATION SCALE: /8"='-0" INFILL EXISTING DEPRESSION WITH " MAX. AGGREGATE MPa CLASS N CONCRETE W/ STEEL TROWEL FINISH. APPLY BONDNING AGENT PRIOR TO CONCRETE POUR EXISTING W6 COLUMNS, ANCHORS, GROUT AND ASSOCIATED BEAMS TO BE CLEAN TO TOP OF FOUNDATION WALL M DOWELS " LG DRILLED AND EPOXIED 6" INTO EXISTING " C/C VERTICAL (TYP) '-4" ±'-9" PARTIAL FOUNDATION PLAN SCALE: /8"='-0" PT NEW 6" FOUNDATION WALL FLOWABLE FILL M DOWELS " LG DRILLED AND EPOXIED 6" INTO EXISTING " C/C VERTICAL (TYP) 6 A0 A0 A0 A0 A0 A0 6 A0 A40 NEW " FLOOR SLAB '-4" 7'-" 6'-8" CUT DOWN TOP OF EXISTING FOUNDATION WALLS TO MINIMUM 4" BELOW BOTTOM OF NEW SLABS 6" OVERHANG TYP NEW 6" FOUNDATION WALL PROVIDE 8" THICK FOOTING W/ 4-M LONG DIRECTION & 8-0M SHORT DIRECTION NOTE: ACTUAL LOCATION OF NEW FOUNDATION WALLS TO BE SITE COORDINATED WITH LOCATION OF EXISTING WINDOWS EXISTING W6 COLUMNS AND ASSOCIATED BEAMS TO BE CUT DOWN TOP OF EXISTING FOUNDATION WALLS TO MINIMUM 4" BELOW BOTTOM OF NEW SLABS EXISTING COLUMN TO REMAIN EXISTING W6 COLUMNS AND ASSOCIATED BEAMS TO BE EXISTING VERTICAL SIDING AROUND COMPLETE PERIMETER OF BUILDING TO BE CLEANED AND PAINTED PARTIAL CEILING PLAN SCALE: /8"='-0" RETURN WOOD SIDING BACK TO WALL FINISH BEYOND 4 A0 A0 GB - +/-'-0" WD - +/-9'-" HORIZONTAL WOOD SIDING EXISTING T-BAR CEILING TO BE AND MODIFIED AROUND EXISTING VESTIBULE AS REQUIRED TO FACILIATE INSTALLATION OF NEW VESTIBULE. LED LINEAR STRIP FIXTURE RECESSED INTO WOOD SOFFIT. REFER TO ELECTRICAL AIR CURTAIN - REFER TO MECHANICAL FABRIC CANOPY NEW EFIS PT 0'-7" WALL TYPES W W '-" 9'-4" -ALUMINUM COMPOSITE PANELING -PEEL & STICK AB MEMBRANE -/8" PLYWOOD SHEATHING -6" 8ga STEEL 6" O.C. -" RIGID INSULATION -PEEL & STICK AB MEMBRANE -EXISTING CMU WA -" RIGID INSULATION -PEEL & STICK AB MEMBRANE -/8" PLYWOOD SHEATHING -6" 8ga STEEL 6" O.C. -R BATT INSULATION -6mil POLY VB MEMBRANE -/8" GYPSUM BOARD W W4 -EFIS FINISH -" RIGID INSULATION -PEEL & STICK AB MEMBRANE -EXISTING CMU -HORIZONTAL WOOD SIDING -x VERTICAL PT STRAPPING -PEEL & STICK AIR BARRIER MEMBRANE - -x4 WOOD STUD 6" O.C. CLIPPED BACK TO WALL - PLY -/" RIGID INSULATION - W4A -HORIZONTAL WOOD SIDING -x VERTICAL PT STRAPPING -PEEL & STICK AIR BARRIER MEMBRANE - -x4 WOOD STUD 6" O.C. CLIPPED BACK TO WALL - PLY -/" RIGID INSULATION -/8" PLYWOOD SHEATHING -6" 8ga STEEL 6" O.C. -R BATT INSULATION -6mil POLY VB MEMBRANE -/8" GYPSUM BOARD NOTE:. SEE SECTIONS FOR ADDITIONAL DETAILS. ALL STUDS TO BE 8ga C/W 8ga TRACK EACH END TYPICAL. MINIMUM OF TEK SCREWS EACH CONNECTION 4. ALL INTERIOR ASSEMBLIES AFFECTED BY CONSTRUCTION TO BE REINSTATED TO LIKE NEW CONDITION.. ALL DIMENSIONS TO BE SITE VERIFIED PRIOR TO CONSTRUCTION. SHOULD ANY DISCREPANCIES BE FOUND, NOTIFY ARCHITECT IMMEDIATELY. 6. ALL NEW INTERIOR AND ASSEMBLIES TO BE FINISH PAINTED UNLESS NOTED OTHERWISE. COLOUR TO BE CHOSEN FROM FULL RANGE BY ARCHITECT RETURN OF ALUMINUM PANEL BEYOND WRAP EXISTING COLUMN WITH INSULATED ALUMINUM CLADDING TO MATCH STOREFRONT SYSTEM SLAB CONNECTION DETAIL TO EXISTING SCALE: NTS PARTIAL FLOOR PLAN SCALE: /8"='-0" SIM 6 A0 A0 7 A0 A0 A0 A0 SIM QT 8'-0" A0 A40 A0 A0 A0 A0 SIM SIM FG '-0" +/- 4'-6" EXTENTS OF NEW SIDEWALK +/- 7'-0" - EXTENTS OF NEW SIDEWALK A0 A40 A0 A0 A0 A40 A0 A40 ISSUED FOR TENDER OCT, 07 PLANS, ELEVATIONS & DETAILS A0 TDR

4 SLOPE PLY MOD BIT. ROOFING MEMBRANE 6" STEEL STUD BOX FRAME -/8" STEEL STUD " C/C BACK OF STEEL STUD BOX FRAME TO SIT ATOP EXISTING PERIMETER STEEL BEAM 6" STEEL STUDS 6" O.C. PLY MOD BIT. ROOFING MEMBRANE 6" STEEL STUD BOX FRAME -/8" STEEL STUD " C/C BACK OF STEEL STUD BOX FRAME TO SIT ATOP EXISTING PERIMETER STEEL BEAM 6" STEEL STUDS 6" O.C. LAP AND SEAL NEW ROOFING ASSEMBLY TO EXISTING SETS OF STRAP/STUD CROSS EACH WALL LINE OF PARAPET RETURN BEYOND PARAPET CONSTRUCTION PLY MODIFIED BITUMEN ROOFING MEMBRANE 6" STEEL STUD 6" O.C. -/8" STEEL STUD EACH JOIST LOCATION (APPROX. 6'-0" C/C). EXISTING ROOF CONSTRUCTION '-0 4" '- 7 8" 6'-0" SLOPE PLY MOD BIT. ROOFING MEMBRANE 6" STEEL STUD BOX FRAME -/8" STEEL STUD " C/C BACK OF STEEL STUD BOX FRAME TO SIT ATOP EXISTING PERIMETER STEEL BEAM 6" STEEL STUDS 6" O.C. C/W RIM JOISTS ARCHITECT: Engineering (00) Inc. 6 Great George Street, Landing Place P.O. Box 7, Charlottetown, P.E.I., CA 7L Phone: '-6" SCALE: /"='-0" A0 A40 -/8" STEEL STUD " C/C ALUMINUM COMPOSITE PANELING 8" PLYWOOD SHEATHING 6" STEEL STUD 6" O.C. INNER WALL CONSTRUCTION: " RIGID INSULATION SOFFIT CONSTRUCTION 4" T&G WOOD BOARDS (PAINTED TO MATCH ALUMINUM PANEL COLOUR) X PT 6" O.C. AIR BARRIER MEMBRANE 6" STEEL STUD BOX 6" O.C. WALL CONSTRUCTION: EFIS FINISH " RIGID INSULATION PEEL & STICK AB MEMBRANE SLOPE SIDEWALK AWAY FROM BUILDING TO MATCH EXISTING SLOPES SIDEWALK CONSTRUCTION: " CONCRETE SLAB R/W W6x6x 6 6 4" RIGID INSULATION 4" TYPE FILL TO MATCH EXISTING APPROVED SUBGRADE 0M TOP AND BOTTOM (TYP) EXISTING FOUNDATION WALL 9'- " '-7 " INFILL UPPER BAY OF WINDOW ASSEMBLY WITH NEW INSULATED SPANDREL PANEL C/W OBSCURE FILM ON EXISTING GLAZING SCALE: /"='-0" A0 A40 -/8" STEEL STUD " C/C ALUMINUM COMPOSITE PANELING 8" PLYWOOD SHEATHING 6" STEEL STUD 6" O.C. INNER WALL CONSTRUCTION: " RIGID INSULATION CONTINUOUS HORIZONTAL BOXED STUD ANCHORED THROUGH TO EXISTING " O.C. SOFFIT CONSTRUCTION 4 " T&G WOOD BOARDS (PAINTED TO MATCH ALUMINUM PANEL COLOUR) X PT 6" O.C. AIR BARRIER MEMBRANE 6" STEEL STUD BOX 6" O.C. EXISTING ALUMINUM WINDOW ASSEMBLY TO REMAIN & BE MODIFIED AS REQUIRED NEW ANODIZED ALUMINUM DRIP BASE OF WINDOW OVER NEW EFIS ASSEMBLY EFIS CLADDING OVER " RIGID INSULATION APPLIED OVER PEEL & STICK VAPOUR BARRIER MEMBRANE ON EXISTING CONCRETE BLOCK WALL SCALE: /"='-0" SCREW TO STEEL DECK 4" C/C MAX. A0 A40-0M FLOWABLE FILL " C/C (STAGGERED) 8" 4" '-4" 6" 8" '-0" MIN. '-6 4" 6" 6" '-0" MIN. 6" 0'-7 8" ALUMINUM COMPOSITE PANELING 8" PLYWOOD SHEATHING 6" STEEL STUD 6" O.C. HORIZONTAL CHANNEL 48" C/C VERTICALLY CONNECTED TO EACH STUD " RIGID INSULATION APPLIED OVER ON EXISTING CONCRETE BLOCK WALL TRACK STUD ANCHORED TO CONCRETE FOUNDATION WALL W/ " CONCRETE 6" O.C. SIDEWALK CONSTRUCTION: " CONCRETE SLAB R/W W6x6x 6 6 4" RIGID INSULATION 4" TYPE FILL TO MATCH EXISTING APPROVED SUBGRADE TYPE RIGID INSULATION TO OUTSIDE OF OF PANELING TO 4" MIN. BELOW GRADE NEW 6" CONCRETE WALL W/ 8" THICK FOOTING -0M x KEY 4-0M ISSUED FOR TENDER OCT, 07 BUILDING WALL SECTIONS A40 TDR

5 ARCHITECT: Engineering (00) Inc. 6 Great George Street, Landing Place P.O. Box 7, Charlottetown, P.E.I., CA 7L Phone: SLOPE PLY MOD BIT. ROOFING MEMBRANE 6" STEEL STUD BOX FRAME Lxx EACH JOIST OR MAX. 6'-0" C/C ABOVE VESTIBULE ONLY SCALE: /"='-0" JOIST DIRECTION VARIES STEEL STUD DEFLECTION TRACK NEW CONT. Lxx/6 8" GYPSUM BOARD ON -/8" METAL STUD 6" O.C. SUSPENDED FROM ROOF STRUCTURE ABOVE W/ WIRE ROPE SHIM ENTRY FRAME AS REQUIRED. FILL VOIDS W/ LOW EXPANSION SPRAY FOAM INSULATION AND NEATLY SEAL PERIMETER (BOTH SIDES) NEW SLAB CONSTRUCTION " CONCRETE SLAB R/W W6x6x 6 6 0mil VB MEMBRANE " RIGID INSULATION 4" INBOUND AROUND PERIMETER OF 4" GRAVEL NEW COMPACTED STRUCTURAL FILL TO EXISTING GRADE 9'- 8" 8ga-/8" STEEL STUD " C/C BACK OF STEEL STUD BOX FRAME TO SIT ATOP EXISTING PERIMETER STEEL BEAM 6" STEEL STUDS 6" O.C. 8ga -/8" STEEL STUD " C/C ALUMINUM COMPOSITE PANELING 8" PT PLYWOOD SHEATHING 6" STEEL STUD 6" O.C. INNER WALL CONSTRUCTION: " RIGID INSULATION 6" STEEL 6" O.C. R- BATT INSULATION 6mil POLY VB MEMBRANE 8" GYPSUM BOARD SOFFIT CONSTRUCTION 4" T&G WOOD BOARDS (PAINTED) X PT 6" O.C. AIR BARRIER MEMBRANE 6" STEEL STUD BOX 6" O.C. CONTINUOUS LINEAR VENT (TYP) NEW ALUMINUM ENTRY SYSTEM SLOPE SIDEWALK AWAY FROM BUILDING TO MATCH EXISTING SLOPES SIDEWALK CONSTRUCTION: " CONCRETE SLAB R/W W6x6x 6 6 4" RIGID INSULATION 4" TYPE FILL TO MATCH EXISTING APPROVED SUBGRADE 0M TOP AND BOTTOM (TYP) NEW MOD BIT. ROOFING MEMBRANE TO FLASH LAP AND SEAL ONTO EXISTING ROOFING FOR WATERTIGHT ASSEMBLY 8'- 7 8" SCALE: /"='-0" 9'- " '-4 7 8" 6'-6 8" 6 8" 7 " 7 PLY MOD BIT. ROOFING MEMBRANE 6" STEEL STUD FRAME REMOVE/MODIFY EXISTING PARAPET & FRAMING AS REQUIRED TO FACILITATE INSTALLATION OF NEW FACADE ASSEMBLIES 8' MAX. SECTIONS OF WOOD STUD WALLS CONNECTED BACK TO EXISTING WALL ASSEMBLIES WITH CONTINUOUS x4 HORIZONTAL STRAPPING TOP, BOTTOM AND MIDPOINT PER SECTION. HORIZONTAL WOOD SIDING x VERTICAL PT STRAPPING x4 STACKED WOOD STUD 6" O.C. x4 HORIZONTAL WOOD LEDGERS PLY -/" RIGID INSULATION WRAP AB INTO WINDOW OPENING AND SEAL 4 " THICK WOOD SOFFIT TO MATCH SIDING ON 4" PT PLYWOOD SHEATHING EXISTING PERIMETER SEALANT AROUND WINDOW SYSTEMS TO BE AND REPLACED TO LIKE NEW CONDITION. REINSULATE W/ LOW EXPANSION FOAM WHERE REQUIRED. FABRIC CANOPY TO BE CONSTRUCTED FROM " X " ALUMINUM STEEL STITCH COVERED WITH BLACK COOLEY, CAPPED WITH A MATCHING VINYL INSERT EXISTING WINDOW ASSEMBLY NEW ANODIZED ALUMINUM DRIP BASE OF WINDOW OVER NEW EFIS ASSEMBLY EFIS CLADDING OVER " RIGID INSULATION APPLIED OVER PEEL & STICK VAPOUR BARRIER MEMBRANE ON EXISTING CONCRETE BLOCK WALL NEW MOD BIT. ROOFING MEMBRANE TO FLASH LAP AND SEAL ONTO EXISTING ROOFING FOR WATERTIGHT ASSEMBLY 8'- 7 8" 4" 7'-0 7 8" SCALE: /"='-0" 6 4" 7 " 7 " PLY MOD BIT. ROOFING MEMBRANE 6" STEEL STUD FRAME REMOVE/MODIFY EXISTING PARAPET & FRAMING AS REQUIRED TO FACILITATE INSTALLATION OF NEW FACADE ASSEMBLIES HORIZONTAL WOOD SIDING x VERTICAL PT STRAPPING x4 STACKED WOOD STUD 6" O.C. x4 HORIZONTAL WOOD LEDGERS PLY -/" RIGID INSULATION 8' MAX. SECTIONS OF WOOD STUD WALLS CONNECTED BACK TO EXISTING WALL ASSEMBLIES WITH CONTINUOUS x4 HORIZONTAL STRAPPING TOP, BOTTOM AND MIDPOINT PER SECTION. AB MEMBRANE TO EXTEND BEHIND METAL FLASHING ASSEMBLY WOOD ASSEMBLY TO BE HELD OFF FLOOR LEVEL 4" 8ga PREFINISHED METAL FLASHING TO WRAP PROFILE AND CONT. SEAL TO FOUNDATION WALL BELOW " RIGID BASE ISSUED FOR TENDER OCT, 07 BUILDING WALL SECTIONS A40 TDR

6 VESTIBULE HEATING SCALE: /8"='-0" VERTICLE FORCE FLOW HEATER SCHEMATIC SCALE: /8"='-0" M0M0 M0M0 ARCHITECT: ISSUED FOR TENDER OCT, 07 ELEVATIONS & DETAILS TDR M0

7 ARCHITECT: SIGNAGE SIGNAGE 0' 0' 0' 0' REVISED LIGHTING & POWER DRAWING & EELVATIONS MM/JH/RLS 07 E

8 ARCHITECT: PARTIAL DEMO, LIGHTING & POWER DETAILS MM/JH/RLS 07 E

CONSULTING PROJECT LOCATION

CONSULTING PROJECT LOCATION LOCATION Drawing Index: GENERAL NOTES: COVER SHEET Drawing Cover Sheet INDE D Drawing Index O.B.C. Matrix ARCHITECTURAL DRAWINGS A0 First Floor Plan, Basement Plan, Washrooms A0 Second Floor Plan, Washrooms