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SET
24 ROTH STREET,ANGUS, ONTARIO L0M 1B2
PROJECT #: P00535OUR LADY OF GRACE- BARRIER FREE LIFTPROJECT
SHEET LIST - ARCHITECTURAL
SHEET TITLEA-1 PLANS & DETAILS
REVISIONS
# DESCRIPTION DATE
4 ISSUED FOR TENDER FEB 28/19
SHEET LIST - ELECTRICAL
SHEET TITLEE-1 ELECTRICAL PLANS & DETAILSE-2 ELECTRICAL SPECIFICATIONS
IMCOEOARD
USKOKA ATHOLIC
ISTRICT CHOOLS M C
BSD
DN
UP
UP
A-1
3
A-1
2
BUILDING ENTRACE
MAIN BUILDING ENTRANCE
GENERALOFFICE
101VEST.V1-1
BUS LOOP AND GENERAL PARKING
AREA OF WORK
REAR OF BUILDING IS ACCESSIBLE BY APSHALT PAVED SURFACE. REPAIR ALL DAMAGE CAUSED BY CONTRACTOR ACTIVITY.
AREA FOR CONSTRUCTION COMPOUND
GYM107
STAGE107F
LIBRARY109
ELEC.104B
CUSTODIAN104C
PROVIDE NEW STEEL STAIR TO MATCH EXISTING RISE AND RUN C/W WALL MOUNTED HANDRAILS. STAIR TO BE FULL WIDTH OF EXISTING SPACE
NEW 914x1220 BF LIFT
NEW DOOR AND FRAME TO SWING IN OPPOSITE DIRECTION. RE-USE AND REINSTALL EXISTING HARDWARE.
SU
ITS
BF
LIF
T
± 14
10 C
ON
FIR
M D
IMS
PROVIDE CONC SLAB AT NEW WALL OPENING FLUSH TO STAGE FLOOR. PROVIDE VCT FLOORING AND RB TO MATCH EXISTING. PATCH AND PAINT ALL WALL SURFACES TO MATCH ADJACENT EXISTING. PROVIDE TACTILE ATTENTION INDICATOR FULL WIDTH OF STAIR.
PROVIDE RUBBER FLOORING INTEGRAL TREAD AND NOSING,
COLOUR TO MATCH EXISTING
PROVIDE ACROVYN SHEET ADHERED TO EXISTING MASONRY FROM MAIN FLOOR TO STAGE FLOOR AT LIFT AND AS REQUIRED BY LIFT PROVIDER
MAKE GOOD EXISTING WALL WHERE STAIR IS REMOVED AND
PAINT TO MATCH EXISTING
PROVIDE NEW VCT FLOORING AND RB TO
MATCH EXISTING AT ENTIRE FLOOR AREA BELOW LIFT
10
A-1
12
A-1
01
GATE BY LIFT CONTRACTOR
NEW LOCATION OF EXISTING AUDIO AND LIGHTING CONTROLS AND CONDUIT PER ELEC.
GATE BY LIFT CONTRACTORPAINTED ±1100 HIGH GB ON MF WALL BOTH SIDES OF GATE BY GENERAL CONTRACTOR TO SUIT GATE. PAINTED GB ON ALL EXPOSED SURFACES.
7
A-1
EDGE OF ACCESS RAMP BY LIFT CONTRACTOR
4
A-1
SimUP
6 RISERS
± 12
00
11
A-1
NEW 2 - 127 X 127 X 10 (BACK TO BACK.) 200mm BEARING
EACH END. (PROVIDE VERTICAL SHORING.)
LIFT DISCONNECT PER ELEC AND LIFT SUPPLIER
LIFT CALL BUTTON
260 300
CAREFULLY SAWCUT NEW OPENING 1000MM X 2000MM H ABOVE STAGE IN EXISTING WALL. REMOVE ONE CRS BLOCK BELOW STAGE FLOOR LEVEL.PROVIDE NEW STEEL LINTEL
EXISTING STAIRS TO BE REMOVED COMPLETELY INCLUDING WALL
MOUNTED HANDRAIL
EXISTING CHAIR LIFT TO BE REMOVED COMPLETELY
REMOVE EXISTING DOOR AND FRAME COMPLETELY.PROVIDE NEW DOOR AND FRAME TO SUIT EXISTING OPENING. DOOR TO SWING IN OPPOSITE DIRECTION. RE-USE AND REINSTALL EXISTING HARDWARE.
REMOVE EXISTING ELECTRICAL DEVICES AND RELOCATE AUDIO CONTROLS AND CONDUIT TO OPPOSITE SIDE OF LIFT OPENING
9
A-1
6
A-1
T/O SLAB0
T/O STAGE1000
T/O 1ST FLOOR ROOFBEARING BLOCK
3400
REMOVE PORTION OF EXISTING ACT CEILING AND TERMINATE PORTION TO REMAIN AT NEW BULKHEAD
CAREFULLY CUT AND REMOVE PORTION OF EXISTING BEARING CMU WALL TO
PROVIDE OPENINGS AND REVISED FLOOR AND WALL MATERIALS.
EXISTING ROOF SYSTEM ON METAL DECK AND STEEL STRUCTURE
EXISTING CMU CAVITY WALL TO REMAIN. SHORE WALL FOR
NEW LINTEL PER STRUC.
EXISTING FLOOR ON CONCRETE AND METAL DECK TO REMAIN.
EXISTING STORAGE AREA UNDER STAGE
CAREFULLY SHORE UP AND REMOVE WALL MATERIALS PER STRUC FOR
PROVISION OF NEW LINTEL
EXISTING RAINWATER LEADER TO REMAIN
T/O SLAB0
T/O STAGE1000
T/O 1ST FLOOR ROOFBEARING BLOCK
3400
EXISTING ACT CEILING TO REMAIN
EXISTING ROOF SYSTEM ON METAL DECK AND STEEL STRUCTURE
EXISTING CMU CAVITY WALL TO REMAIN.
EXISTING FLOOR ON CONCRETE AND METAL DECK TO REMAIN.
EXISTING STORAGE AREA UNDER STAGE
EXISTING STAIR LIFT TO BE COMPLETELY REMOVED. REMOVE POWER AND CONTROLS
PER ELEC. FILL ALL HOLES AND PATCH TO MATCH ADJACENT WALL MATERIALS.
EXISTING METAL STAIRS TO BE COMPLETELY REMOVED. FILL ALL ASSOCIATED VOIDS, AND PATCH AND REPAIR ALL ASSOCIATED WALLS TO MATCH EXISTING ADJACENT WALL MATERIALS.
T/O SLAB0
T/O STAGE1000
T/O 1ST FLOOR ROOFBEARING BLOCK
3400
PROVIDE NEW GB/MS BULKHEAD SECURED TO DECK ABOVE
PROVIDE NEW PORTION OF MAT CEILING TO SUIT NEW STAIR PROVIDE 40MM DIA PAINTED STEEL WALL
MOUNTED HANDRAIL AT 900MM ABOVE STAIR NOSING BOTH SIDES OF STAIR
PROVIDE NEW STEEL STAIR TO MATCH RISE/RUN OF EXISTING
PROVIDE SOLID CONC SLAB AT NEW WALL OPENING
PROVIDE NEW LINTEL PER STRUC AT NEW OPENING
EXTEND SLOPED RAILING 300MM PAST RISER AND RETURN HORIZONTAL TO END OF WALL
900A-1
5Sim
A-1
5Sim
PROVIDE 300MM HORIZONTAL EXTENSION AT 900mm AFF
4
A-1
Sim
T/O SLAB0
T/O STAGE1000
T/O 1ST FLOOR ROOFBEARING BLOCK
3400
NEW BF LIFT PER SPECIFICATION
PROVIDE ACROVYN SHEET APPLIED TO FACE OF EXISTING MASONRY TO FORM SMOOTH SURFACE AS REQUIRED BY BF LIFT
BF LIFT MAST BEYOND. PROVIDE ANCHORAGE PER LIFT SUPPLIER
APPROXIMATE LOCATION OF EXISTING
CEILING TO REMAIN
EXISTING COMPOSITE CONC & STEEL DECK STAGE FLOOR
± 10
00
BF LIFT GATE
GB ON MF LOW WALLS FOR LIFT GATE
BF LIFT DOOR
EXISTING ROOF SYSTEM ON METAL DECK AND STEEL STRUCTURE
EXISTING CMU CAVITY WALL
BF AUTOMATIC ACCESS RAMP
T/O SLAB0
T/O STAGE1000
T/O 1ST FLOOR ROOFBEARING BLOCK
3400
10
A-1
12
A-1
EXISTING STORAGE UNDER STAGE
EXISTING RAINWATER LEADER
NEW GB ON MF BULKHEAD TIGHT TO UNDERSIDE OF EXISTING RAINWATER LEADER
NEW LINTEL ABOVE EXISTING RAINWATER LEADER PER STRUC
NEW OPENING FOR STAIR
LIFT MAST BEYOND
EXISTING GB BULKHEAD
NEW LIFT GATE
NEW GB ON MF LOW WALLS ON BOTH SIDES OF GATE
11
A-1
ABBREVIATIONS
ACT ACOUSTIC CEILING TILESALUM ALUMINUMEBF BARRIER FREEBN BULLNOSECK CAULKCLG CEILINGCMU CONCRETE MASONRY UNITCONT CONTINUOUSCP CONTROL PANELC/W COMPLETE WITHEP ELECTRICAL PANELEXIST EXISTINGEXT EXTERIORFF FACTORY FINISHFIN FINISHEDGB GYPSUM BOARDGRAN GRANULAR
HM HOLLOW METALHP HIGH POINTHRWD HARDWOODLP LOW POINTMAT MATERIALMS METAL STUDMTL METALNIC NOT IN CONTRACTPREFIN PREFINISHEDPT PAINTRB RESILIENT BASET THRESHOLDTERR TERRAZZO FLOORINGTYP TYPICALVCT VINYL COMPOSITE TILEWD WOODWS WEATHER STRIPPING
GENERAL NOTES:1. PROVIDE BARRIER FREE LIFT TO MEET OR EXCEED THE
FOLLOWING REQUIREMENTS:• 915mm CLEAR CAB WIDTH,• 1219mm CLEAR CAB LENGTH,• GATE AT TOP STOP, AND,• PLATFORM GATE WITH AUTOMATIC ACCESS RAMP
ATTACHED TO CAB FOR BOTTOM STOP.• REFER TO SPECIFICATIONS FOR FURTHER LIFT
REQUIREMENTS.2. VERIFY ALL MEASUREMENTS WITH LIFT SUPPLIER PRIOR
TO COMMENCING THE WORK.3. CAREFULLY SHORE UP, REMOVE AND REPLACE EXISTING
WALL MATERIALS AS REQUIRED FOR NEW WORK. 4. CAREFULLY SHORE UP, CUT AND REMOVE FLOORING,
FLOORING SUBSTRATES, AND SUPPORTING STRUCTURE AS REQUIRED FOR NEW WORK.
5. PROVIDE FINISHED FLOORING UNDER LIFT AND ON ALL EXPOSED CONCRETE SLAB SURFACES EFFECTED BY THE WORK. LEVEL SUBSTRATES AS NECESSARY TO PROVIDE CONTINUOUSLY FLUSH AND LEVEL FLOORING SURFACES. PROVIDE FLOORING WALL BASE AT ALL EDGES OF FLOORING EFFECTED BY THE WORK.
6. FINISH ALL EXPOSED WALL SURFACES EFFECTED BY THE WORK. PATCH AND PAINT EXISTING WALLS TO MATCH ADJACENT WALL MATERIALS.
7. REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL SCOPE OF WORK.
OV
ER
AL
L R
ISE
TOP LEVEL
BOTTOM LEVEL
METAL STAIR NOTES:NOTE 1: HEIGHT OF WALL BASE = 100NOTE 2: DISTANCE BETWEEN THE TOP OF STRINGER TO NOSING = 25NOTE 3: NOSING DEPTH = 25
FINISHES:• ALL EXPOSED METAL TO BE PAINTED COLOUR SELECTED BY CONSULTANT• ALL METAL NOT EXPOSED TO BE PAINTED WITH PRIMER COAT• TREADS AND NOSINGS OF STAIRS TO BE COVERED WITH ONE PIECE RESILIENT FLOORING TREADS• CAULK STAIRS TO WALLS AND FLOORS
DIMENSIONS: • RISE = OVERALL RISE EVENLY DIVIDED BY NUMBER OF RISERS INDICATED ON PLANS• RUN = 260• NOSING DEPTH = 25• OVERALL WIDTH TO FIT SPACE SHOWN ON PLANS
STRINGERS:• METAL C CHANNEL MC310X15• CLOSE OFF EXPOSED ENDS OF CHANNEL AT TOP AND BOTTOM• PLUMB CUT AT BASE FLUSH WITH NOSING OF BOTTOM TREAD• LEVEL CUT AT TOP TO MEET HEIGHT OF WALL BASE
TYPICAL STEPS:• CONCRETE FILLED METAL PAN TREAD WITH INTERGRATED METAL RISER TREAD WITH ONE PIECE RESILIENT TREAD AND NOSING
WITH CONTRASTING COLOUR TO DEMARCATE THE LEADING EDGE OF TREAD• OVERALL TREAD THICKNESS IS 38mm INCLUDING RESILIENT TREAD• PROVIDE HORIZONTAL METAL ANGLE CLIPS AS SHOWN FULLY WELDED TO STRINGERS• FULLY WELD RISER AND PAN TO ANGLE CLIPS• FULLY WELD RISER TO UNDERSIDE OF CONSECUTIVE PAN
TOP STEP:• CONCRETE FILLED METAL PAN TREAD WITH ONE PIECE RESILIENT TREAD AND NOSING WITH CONTRASTING COLOUR TO
DEMARCATE THE LEADING EDGE OF TREAD• PAN IS OPEN TO ADJACENT FLOOR TO ALLOW CONCRETE TO TOUCH ADJECENT SUBSTRATES• OVERALL TREAD THICKNESS IS 38mm INCLUDING RESILIENT TREAD• PROVIDE HORIZONTAL METAL ANGLE CLIPS AS SHOWN FULLY WELDED TO STRINGERS• APPROX 125mm DEEP
BOTTOM RISER:• METAL RISER FULLY WELDED TO UNDERSIDE OF NEXT PAN• PROVIDE VERTICAL METAL ANGLE CLIPS AS SHOWN FULLY WELDED TO STRINGERS• PROVIDE BACK BEND AT FLOOR
STAIR ANCHOR ANGLES:• 6mm THICK ANGLES WELDED TO TOP AND BOTTOM OF EACH STRINGER AND PREPARED FOR THREADED RODS• ANGLE AT TOP OF STRINGER TO BE PREPARED FOR 2 THREADED RODS 100mm APART O.C. MIN.• ANGLE AT BOTTOM OF STRINGER TO BE PREPARED FOR 1 THREADED ROD.
THREADED ROD ANCHORS:• 16mm DIA THREADED ROD EPOXIED INTO SURFACE• FILL EXISTING VOIDS IN WALLS AND/OR FLOORS AS NECESSARY TO PROVIDE SECURE INSTALLATION OF THREADED RODS• EMBED RODS 180mm MIN INTO SURFACE• PROVIDE 16mm MIN OF EXPOSED THREADS AFTER WASHER AND NUT HAVE BEEN INSTALLED• 40mm OF ROD OUTSIDE 1.5 X ROD DIAMETER
NO
TE
1 TOP STEP
TYPICAL STEPS
BOTTOM RISER
FLOOR SURFACE NO
TE 2
NOTE 3
RUN
RIS
E
WALL SURFACE
THREADED ROD ANCHORS
STAIR ANCHOR ANGLE
THREADED ROD ANCHOR
STAIR ANCHOR ANGLE
STRINGER
25
CLOSE END OF STRINGER
CLOSE EXPOSED END OF STRINGER
ANGLE CLIPS -TYPICAL
125
100
40mm DIA PAINTED METAL HANDRAIL C/W PAINTED
METAL STEEL SUPPORT AND RACKETS @ 1200mm O.C.
MAX/ PROVIDE BACKING IN WALL AS NECESSARY.
75
90
75
75mm DIA X 5mm DEEP PAINTED METAL
ESCUTCHEON PLATE WITH 3 ANCHORS
LINE OF WALL
1. ALL STRUCTURAL STEEL ELEMENTS ARE DESIGNED USING THE LIMIT STATES DESIGN METHOD IN ACCORDANCE WITH CAN/CSA-S16.2. SUBMIT ERECTION AND SHOP DRAWINGS FOR REVIEW BY THE PROJECT ENGINEER. STANDARD CONNECTIONS SHALL CONFORM TO THE HANDBOOK OF STEEL CONSTRUCTION. NON-STANDARD CONNECTIONS (INCLUDING MOMENT CONNECTIONS) SHALL BE DESIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE PROVINCE OF ONTARIO.3. STRUCTURAL STEEL BEAMS AND COLUMNS SHALL CONFORM TO CAN/CSA G40.21 GRADE 350W UNLESS NOTED. 4. STRUCTURAL STEEL CHANNELS AND ANGLES SHALL CONFORM TO CAN/CSA G40.21 GRADE 300W UNLESS NOTED.5. ALL H.S.S. SHALL CONFORM TO CAN/CSA G40.21 GRADE 350W (CLASS C) UNLESS NOTED.6. ALL STEEL PLATE TO BE A36 (250W MPa) MATERIAL (MINIMUM).7. WELDING SHALL CONFORM TO CSA W47.1 AND CSA W59, BY THE CANADIAN WELDING BUREAU. ALL WELDING SHALL BE COMPLETED BY CWB CERTIFIED WELDERS. THIRD PARTY WELDING INSPECTION SHALL BE PERFORMED BY FIRMS CERTIFIED TO CSA W178.1 AND W178.2.8. BOLTED CONNECTIONS SHALL BE MADE USING GRADE A325 BOLTS, UNLESS NOTED OTHERWISE. ANCHOR BOLTS SHALL CONFORM TO ASTM A307.9. ANCHOR RODS SHALL CONFORM TO ASTM F1554 (FORMERLY ASTM A307). MATERIAL SHALL BE MINIMUM GRADE 36 (Fu = 414 MPa) (FORMERLY ASTM A307 GRADE C), OR CSA G40.21 300W (Fu = 450 MPa).10. STRUCTURAL STEEL SHALL BE TESTED BY AN INDEPENDENT C.S.A. CERTIFIED TESTING COMPANY FOR ERECTION TOLERANCES, PLUMBNESS, ALIGNMENT, CONNECTIONS, ELEVATION, MATERIAL, AND WORKMANSHIP.11. CONTRACTOR TO PROVIDE COPIES OF TESTING REPORTS TO TACOMA ENGINEERS.12. GALVANIZING FOR METALS SHALL CONFORM TO CSA-G164 UNLESS NOTED. TOUCH-UP ON SITE BY GRINDING THE SURFACE TO BRIGHT METAL AND APPLYING ZINC RICH PAINT CONFORMING TO CAN/CGSB-1.181 (OR ASTM A780).13. COLUMN BEARING GROUT SHALL BE 35 MPa (MINIMUM), NON-SHRINK, AND 38mm (1-1/2") THICK (MINIMUM).14. ALL STRUCTURAL STEEL SHALL BE NEW MATERIAL UNLESS APPROVED BY TACOMA ENGINEERS.15. ALL STRUCTURAL STEEL SHALL RECEIVE A MINIMUM OF ONE COAT OF APPROVED SHOP PRIMER, TOUCHED UP AS REQUIRED ON SITE, EXCEPT THAT STEEL WHICH IS TO RECEIVE SPRAY-ON FIREPROOFING SHALL NOT BE PRIMED.16. STRUCTURAL STEEL MEMBERS SHALL NOT TO BE SPLICED WITHOUT THE APPROVAL OF THE ENGINEER.17. CO-ORDINATE WITH MECHANICAL, ELECTRICAL AND ALL OTHER SUBTRADES WHOSE WORK AFFECTS THE DETAILING, FABRICATION AND ERECTION OF THE STRUCTURAL STEEL.18. DO NOT CUT OPENINGS IN STRUCTURAL STEEL MEMBERS WITHOUT ENGINEERS APPROVAL.
STRUCTURAL STEEL
T/O SLAB0
T/O STAGE1000
4
A-1
Sim
900
EXISTING RAINWATER LEADER
PROVIDE 300mm HORIZONTAL EXTENSION AT 900mm AFF
PROVIDE 40mm DIA PAINTED STEEL WALL MOUNTED
HANDRAIL AT 900mm ABOVE STAIR NOSING
A-1
5Sim
A-1
5Sim
900
150
250 200
EXISTING BOND BEAM
NEW STEEL LINTEL
A-1
8
T/O 1ST FLOOR ROOFBEARING BLOCK
3400
NEW LINTEL WITH GROUTED CMU. PAINT ALL TO MATCH EXISTING.
EXISTING BOND BEAM
NEW GB ON MF CEILING
EXISTING ROOF STRUCTURE TO
REMAIN
EXISTING MASONRY WALL
EXISTING ROOF SYSTEM ON STEEL DECK STRUCTURE
TO REMAIN
22 BLAKE STREETBARRIE, ONTARIO, L4M 1J6
(705) 739-1757 FAX (705) 739-6798e-mail [email protected]
DATE:
SCALE:
DRAWN BY:
CHECKED BY:
DRAWING TITLE:
PROJECT NAME:
PROJECT NO.
CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK.
DO NOT SCALE DRAWINGS
DRAWING NO.
As indicated
28/02/2019 3:14:33 PM
OUR LADY OF GRACE-BARRIER FREE LIFT PROJECT
PLANS & DETAILS
JAN 15 / 19
DDH, JJ
JJ
P00535
OUR LADY OF GRACE- BARRIER FREE LIFT PROJECT
A-1
24 ROTH STREET,ANGUS, ONTARIO L0M 1B2
1 : 500A-1
1ST FLOOR BUILDING KEYPLAN1
NORTHTRUE
PROJECT NORTH
IMCOEOARD
USKOKA ATHOLIC
ISTRICT CHOOLS M C
BSD
1 : 50A-1
ENLARGED CONSTRUCTION PLAN3
1 : 50A-1
ENLARGED DEMOLITION PLAN2
1 : 50A-1
DEMOLITION SECTION9
1 : 50A-1
DEMOLITION SECTION6
1 : 50A-1
STAIR SECTION10
1 : 50A-1
LIFT SECTION12
DOOR SCHEDULE
##
WIDTH XHEIGHT X
THICKNESSJAMB
DEPTHFRAMETYPE
FRAMEMATERIAL
FRAMEFINISH
DOORTYPE
DOORMATERIAL
DOORFINISH
DOORGLASS
FIRERATING COMMENTS
01 1217 X 2150 X 44 170 RETROFIT HM PT NARROW LITETO MATCHEXISTING
HM PT LG - OVERHEAD CLOSER, PULL, PUSH PLATE,WALL-MOUNTED DOOR STOP
1 : 50A-1
STAGE SECTION7
REVISIONS
# DESCRIPTION DATE
1 ISSUED FOR COORDINATION JAN 08/192 ISSUED FOR COORDINATION FEB 08/193 ISSUED FOR 90% REVIEW FEB 22/194 ISSUED FOR TENDER FEB 28/19
1 : 10A-1
TYPICAL METAL STAIR CONSTRUCTION5
1 : 5A-1
TYPICAL HAND RAIL SECTION4
1 : 50A-1
STAIR SECTION11
OF
Stamp
4484
J.K.JEFFERYLICENCE
Stamp
1 : 10A-1
SECTION DETAIL8
SCALE:
2
E1
Electrical Demolition Plan
1:50
SCALE:
4
E1
Working Space for Electrical Panel - Rules 2-308 & 2-310
N.T.S.
SCALE:
3
E1
Luminaire Schedule
n.t.s.
SCALE:
1
E1
Key Plan
N.T.S.
SCALE:
5
E1
Electrical Proposed Plan
1:50
UP
L4M 1J6
e-mail [email protected]
BARRIE, ONTARIO22 BLAKE STREET
(705) 739-1757 FAX 739-6798
DATE:
SCALE:
DRAWN BY:
CHECKED BY:
DRAWING TITLE:
PROJECT NAME:
PROJECT NO.
CHECK AND VERIFY ALL DIMENSIONS BEFORE
PROCEEDING WITH THE WORK.
DO NOT SCALE DRAWINGS
DRAWING NO.
CONSTRUCTION NORTH
As indicated
2019-01-17
MTL
MTL
P00535
E-1
No. Description Date
1 Issued for Review 2019-01-17
2 Issued for Review 2019-02-22
OUR LADY OF GRACE
BARRIER FREE LIFT PROJECT
24 ROTH STREET,
ANGUS, ONTARIO, L0M 1B2
ELECTRICAL PLANS & DETAILS
3 Issued for Tender 2019-02-28
2019022718078.002
"
L4M 1J6
e-mail [email protected]
BARRIE, ONTARIO22 BLAKE STREET
(705) 739-1757 FAX 739-6798
DATE:
SCALE:
DRAWN BY:
CHECKED BY:
DRAWING TITLE:
PROJECT NAME:
PROJECT NO.
CHECK AND VERIFY ALL DIMENSIONS BEFORE
PROCEEDING WITH THE WORK.
DO NOT SCALE DRAWINGS
DRAWING NO.
CONSTRUCTION NORTH
As indicated
2019-01-17
MTL
MTL
P00535
No. Description Date
1 Issued for Review 2019-01-17
2 Issued for Review 2019-02-22
OUR LADY OF GRACE
BARRIER FREE LIFT PROJECT
24 ROTH STREET,
ANGUS, ONTARIO, L0M 1B2
3 Issued for Tender 2019-02-28
E-2
ELECTRICAL SPECIFICATIONS
2019022718078.002
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