5. MIN. REINFORCING AROUND OPENINGS LARGER THAN 300 mm: 2 - 15M EACH SIDE OF OPENING, EXTENDED 600 mm PAST CORNERS.

6. DOWELS SHALL BE PLACED BEFORE CONCRETE IS POURED. TEMPLATES SHALL BE USED TO ENSURE CORRECT PLACEMENT OF DOWELS. DOWELS TOMATCH VERTICAL BARS.

7. PROVIDE SUFFICIENT CHAIRS AND SUPPORT BARS TO MAINTAIN CONCRETE COVER AS SPECIFIED.

STRUCTURAL STEEL:

1. FABRICATE AND ERECT STRUCTURAL STEEL TO CAN/CSA S16.1-14. SUBMIT TWO SETS OF PRINTS OF SHOP DRAWINGS SHOWING ALL DETAILS ANDMATERIAL SPECS. FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS WILL NOT BE REVIEWED UNLESS SEALED BY A PROFESSIONAL ENGINEERREGISTERED IN ONTARIO, FOR THOSE CONNECTIONS AND COMPONENTS DESIGNED BY THE FABRICATOR. THIS ENGINEER OR HIS REP. SHALL VISIT THESITE TO SATISFY HIMSELF THAT THESE CONNECTIONS AND COMPONENTS SUBSTANTIALLY COMPLY WITH HIS SEALED SHOP DRAWINGS. THISENGINEER SHALL PROVIDE A LETTER TO THE CONSULTANT TO THIS EFFECT. THE ENGINEER SHALL ALSO PROVIDE SEALED SKETCHES FOR ALL FIELDMODIFICATIONS, MADE TO THIS DESIGN.

2. PROVIDE STRUCTURAL STEEL TO CSA G40.21-13 WITH THE FOLLOWING GRADES;WIDE FLANGE BEAMS AND COLUMNS 350 WCHANNELS 350 WHSS SECTIONS (CLASS H) 350 WSTRUCTURAL BARS, PLATES & ANGLES 300 WMISCELLANEOUS STEEL 300 W

PIPE COLUMNS ASTM A53 GR.B

3. PROVIDE ERECTION BOLTS TO ASTM A325, MINIMUM M20. DESIGN BOLTED CONNECTIONS TO ASTM A325 ASSUMING THREADS IN THE SHEAR PLANE.

4. WELD TO CASA W59-13 BY FABRICATORS CERTIFIED TO CSA W47.1-09 WELDING OF REINFORCING BARS SHALL CONFORM TO CSA W186-M1990(R2012).

5. MINIMUM WELDS FOR CONNECTIONS SHALL BE 5mm FILLET WELDS AND WHERE EXPOSED IN FINISHED BUILDING WELDS SHALL BE GROUND SMOOTH.

6. ALL STUD ANCHORS AND DEFORMED BAR ANCHORS SHALL BE FUSION WELDED TO PLATES AS PER MANUFACTURERS SPECIFICATIONS ANDRECOMMENDATIONS.

7. CONNECTIONS NOT DETAILED ON THE STRUCTURAL DRAWINGS SHALL BE DESIGNED BY THE STEEL FABRICATOR. MINIMUM BEAM SHEAR IS 70% OFTHE TOTAL BEAM LOAD CAPACITY AS LISTED IN "CISC MANUAL BEAM LOADS TABLES" FOR THE GIVEN SPAN OF THE BEAM U.N.O. UNUSUAL LOADINGSSHOWN ON PLANS ARE SPECIFIED LOADS. SEE LEGEND FOR EXPLANATION OF THESE LOADS.

UNLESS OTHERWISE NOTED, ALL CONNECTIONS SHALL BE SIMPLE CONNECTIONS. FOR BEAMS TO FACE OF HSS COLUMN CONNECTIONS PROVIDEDOUBLE ANGLE OR TEE-TYPE CONNECTIONS PER CISC HANDBOOK.

FOR CONNECTIONS NOT DESCRIBED ABOVE NOR DETAILED ON THE STRUCTURAL DRAWINGS (I.E. SMALL FRAMING MEMBERS) USE ANY TYPE OFSIMPLE CONNECTION AND DESIGN FOR THE SPECIFIED LOAD SHOWN.

SIMPLE BEAM TO COLUMN CONNECTIONS SHALL BE DESIGNED TO DELIVER SHEAR ONLY TO THE FACE OF THE COLUMN. SEISMIC AND DRAG STRUTCONNECTIONS SHALL BE DESIGNED TO DELIVER SHEAR ONLY TO THE CENTER LINE OF THE COLUMN.

UNLESS OTHERWISE NOTED, CONNECTIONS ARE TO BE WELDED OR BOLTED WITH HIGH STRENGTH BOLTS IN BEARING TYPE CONNECTIONS (MIN. 2 - 20DIA. BOLTS).

BOLTED CONNECTIONS FOR DRAG STRUT LINES ARE TO BE PRE-TENSIONED. THE PRIME STRUCTURAL CONSULTANT SHALL HAVE FINAL APPROVAL ONALL CONNECTIONS.

8. TEMPORARY BRACING DURING CONSTRUCTION TO BE DESIGNED BY CONTRACTOR (WHOEVER IS RESPONSIBLE FOR ERECTION). CONTRACTOR ISRESPONSIBLE FOR SAFETY ON SITE.

9. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS TO AVOID CONFLICT WITH STRUCTURAL ELEMENTS.

10. NO BURNING OF HOLES SHALL BE ALLOWED IN STRUCTURAL STEEL ANYWHERE.

11. FOR MISC. STEEL SUCH AS RAILINGS, AWNINGS AND NON-STRUCTURAL ARCH. STEEL NOT DETAILED ON STRUCTURAL DRAWINGS, STRUCTURALENGINEER SHALL CHECK SHOP DRAWINGS AND COMMENT ON THE ABILITY OF THE SHOWN MEMBERS AND CONNECTIONS TO RESIST LOADS ANDOTHER EFFECTS REQUIRED BY ONTARIO BUILDING CODE 2006. OVERALL DETAILING TO COMPLY WITH ARCHITECTURAL DRAWINGS AND ARE THESUB-CONTRACTOR'S RESPONSIBILITY. ALL RAILINGS AND STAIR SHOP DRAWINGS TO BE STAMPED BY P.ENG. OF ONTARIO.

12. ALL VISUALLY EXPOSED SURFACES OR SURFACES EXPOSED TO WEATHER AND NOT REQUIRING FIREPROOFING SHALL BE PAINTED WITH ONE COAT OFPRIMER TO CISC/CPMA 1-73A (REFER TO ARCHITECTURAL DRAWINGS). ALL SITE WELD AND WELDING CONNECTIONS TO BE TOUCHED-UP WITHANTI-RUST PAINT.

13. PROVIDE NAIL HOLES (2 MIN.) IN MISC. STEEL CAST INTO CONC. TO FACILITATE NAILING TO FORM WORK.

14. SEE NOTE "8" IN STEEL DECKING NOTES FOR FRAMING AT OPENINGS.

15. CHECK MECHANICAL AND ARCHITECTURAL DRAWINGS FOR OPENINGS, MECHANICAL UNITS, HOLES, ETC. TO BE MADE. OPENINGS SHOWN ONSTRUCTURAL DRAWINGS FOR MECHANICAL UNITS, DUCTS AND PIPES ARE APPROXIMATE ONLY IN SIZE AND LOCATION. THE MECHANICALCONTRACTOR MUST PROVIDE CONFIRMATION OF THE LATEST INFORMATION TO THE GENERAL CONTRACTOR AT THE STRUCTURAL STEEL AND METALDECK SHOP DRAWING APPROVAL STAGE OF THE PROJECT.

16. THE STEEL STRUCTURE IS A NON-SELF-SUPPORTING STEEL FRAME AND IS DEPENDENT UPON DIAPHRAGM ACTION THE DECK FLOORS ANDATTACHMENT TO THE WALL SYSTEM FOR STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES. PROVIDE ALL TEMPORARY SUPPORTSREQUIRED FOR STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL THESE ELEMENTS ARE COMPLETE AND ARE CAPABLE OFPROVIDING THIS SUPPORT.

17. THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS. CONNECTIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE SCHEMATICAND ARE ONLY INTENDED TO SHOW THE RELATIONSHIP OF MEMBERS CONNECTED. CONNECTION DETAILS INDICATED ON THE DRAWINGS SHALL BEINCORPORATED INTO FABRICATOR'S CONNECTION DESIGN. SEE SPECIFICATIONS. ALL SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THEFABRICATOR'S ENGINEER WITH THE ENGINEER'S SEAL FOR THE PROVINCE WHERE THE STRUCTURE IS LOCATED. ENGINEER'S SEAL MAY BE QUALIFIED"FOR DESIGN OF CONNECTIONS ONLY".

18. REFER TO SCHEDULE ON DWG FOR NON-BEARING WALL LINTELS NOT SHOWN ON STRUCTURAL DWG. REFER TO ARCH. & MECH. DWG. FOR OPENINGSIZES AND LOCATIONS.

19. PROVIDE HOLES IN STEEL MEMBER FOR ATTACHMENT OF OTHER MATERIALS EXCEPT AT CRITICAL TENSILE SECTIONS OF BEAMS.

20. NO SPLICES IN COLUMNS AND BEAMS ARE ALLOWED WITHOUT THE ENGINEER'S APPROVAL. 100% BUTT WELDS IN SPLICES ARE TO BEULTRASONICALLY TESTED OR EQUAL AND ACCEPTED BY A WELDING INSPECTION COMPANY.

21. ALL LINTELS SHALL HAVE A MINIMUM OF 200mm (8") BEARING UNLESS OTHERWISE NOTED.

22. PROVIDE MASONRY ANCHORS IN CONFORMANCE WITH THE O.B.C. AT ALL LOCATIONS WHERE COLUMNS, BEAMS OR JOISTS IN CONTACT WITH ORADJACENT TO MASONRY.

23. STEEL BEAMS BEARING ON MASONRY SHALL HAVE 200mm (8") MIN. BEARING UNLESS NOTED AND TO BE ANCHORED TO MASONRY WITH 38X6 (1 ½" X¼") STRAP ANCHOR X 300mm (12") LONG WELDED TO BEAM WEB AT TOP OF BEAM.

GENERAL NOTES

GOVERNING CODE - ONTARIO BUILDING CODE OF CANADA, 2012 EDITION:

1. DESIGN LOADS: (UNFACTORED)

GROUND SNOW LOAD: Ss = 2.5 kPa Sr = 0.4 kPa

Is = 1.15

ROOF: DEAD LOAD = 25 psf SNOW LOAD = 57 psf

SECOND FLOOR LOADS:

DEAD LOAD: 75 psfLIVE LOAD: 50 psf

100 psf (MEETING ROOM AND EXITS)

MAIN FLOOR LOADS:DEAD LOAD = 60 psf

LIVE LOAD = 100 psf (INCLUDING EXITS)

WIND LOAD: q (1/50) = 0.41 kPa Iw = 1.15

SEISMIC: Sa (0.2)= 0.302 Sa (1.0)= 0.093 PGA= 0.192 Sa (0.5)= 0.175 Sa (2.0)= 0.046 Ie = 1.3

SITE CLASS: "D"

DESIGN LIVE LOADS TO INCLUDE POINT LOAD REQUIREMENTS AS PER ARTICLE 4.1.6.10 OF THE 2012 ONTARIO BUILDING CODE. FACTORED LOADS SHOWN ON DRAWINGS USE LOAD FACTORS LL = 1.5 AND DL = 1.25 PER ONTARIO BUILDING CODE.

FOUNDATIONS - GENERAL:

1. THE FOUNDATION HAS BEEN DESIGNED FOR AN ALLOWABLE BEARING CAPACITY OF 100 KPa AS INDICATED IN THE GEO-TECHNICAL REPORT No. 61722.06 COMPLETED BY HOULE CHEVRIER ENGINEERING. THE GEO-TECHNICAL ENGINEER SHALL BE THE SOLE JUDGE AS TO THE SUITABILITY OF BEARING MATERIALS. SOME ADJUSTMENTS MAY BE REQUIRED.

2. FOOTINGS MAY NOT BE POURED INTO AN EARTH-FORMED TRENCH.

3. OPEN EXCAVATIONS SHALL BE DE-WATERED AS REQUIRED. MEASURES MAY BE REQUIRED TO PROTECT BEARING MATERIALS FROMDEGRADATION DUE TO EXTREME WEATHER AND CLIMATIC CONDITIONS.

4. BOTTOM OF EXTERIOR FOOTINGS SHALL BEAR ON NATIVE SOIL OR SOUND BEDROCK. FOOTING ELEVATIONS MAY NEED TO BE ADJUSTED.

5. THE ENGINEER SHALL INSPECT ALL REBAR AND FORMWORK PRIOR TO PLACING CONCRETE. FORMWORK SHALL BE COMPLETE AT THETIME OF INSPECTION, REINFORCEMENT MUST BE MINIMUM 95% COMPLETE AT TIME OF INSPECTION. PROVIDE MINIMUM 24 HOUR NOTICEAT THE FOLLOWING SCHEDULED EVENTS:

5.1. FOOTING PLACEMENT5.2. FOUNDATION WALL PLACEMENT5.3. SLAB ON GRADE PLACEMENT

6. WHERE FOUNDATION WALLS ARE TO HAVE EARTH PLACED ON EACH SIDE, PLACE FILL SIMULTANEOUSLY SO AS TO MAINTAIN A COMMONELEVATION ON EACH SIDE OF THE WALL. ALL FILL TO BE GRANULAR MATERIAL AS APPROVED BY ENGINEER.

7. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ADEQUATE BRACING AND SUPPORT OF FORMWORK TO ENSURE WALLS ARE PLUMBWITHIN ACCEPTABLE LIMITS (1:500).

8. GRANULAR FILL SHALL BE MINIMUM 6" GRANULAR "A" COMPACTED TO 98% S.P.D.D, ALL OTHER FILL ON SITE SHALL BE GRANULAR B TYPEII COMPACTED TO 98% S.P.D.D. U.N.O. GRANULAR FILL SHALL BE COMPACTED IN MAXIMUM 10" LIFTS. FILL NOT SPECIFIED ON THEDRAWINGS TO BE USED ON SITE MUST BE APPROVED BY THE DESIGNER PRIOR TO PLACEMENT.

CONCRETE:

1. DESIGN OF CONCRETE ELEMENTS SHALL CONFORM TO CSA-A23.3-14. PROVIDE CONCRETE AND PERFORM WORK TO CSA A23.3-14.

2. TEST CONCRETE IN ACCORDANCE WITH CSA-A23.3-14.

3. CONCRETE REQUIREMENTS:

MIN. DESIGN STR.LOCATION Mpa = TYPE (DAYS) CEMENT AIR MAX AGG. EXP.

CONDITION C = COMPRESSION (%) (mm) F= FLEXURAL

SLAB ON GRADE 25C (28) GU < 3 20 N

FOOTINGS 20C (28) GU < 3 20 N

FOUNDATION WALLS 25C (28) GU 4-7 20 F-2

- WHERE SPECIFIED STRENGTH EXCEED THOSE IMPLIED BY EXPOSURE CLASS, SPECIFIED STRENGTH GOVERNS.- ALL CONCRETE TO BE NORMAL WEIGHT 2400 KG/CUBIC METER- WATER CEMENT RATIOS FOR EXPOSURE CLASSES AS PER TABLES 7 - 9, CAN/CSA-A23.1-14.- DO NOT USE ANY ADMIXTURE CONTAINING CHLORIDE FOR CONCRETE WITH S-2 EXPOSURE.- NORMAL PORTLAND CEMENT TO BE USED FOR CONCRETE.

4. CONTROL JOINTS FOR SLAB ON GRADE: SAWCUT AT LOCATIONS SHOWN ON DRAWINGS BUT NOT EXCEEDING 15'-0" SPACING.UNLESS OTHERWISE NOTED.

5. NO COLUMN OR WALL FORMS SHALL BE REMOVED BEFORE CONCRETE HAS REACHED 10 Mpa FOR ARCHITECTURAL CONCRETE AND 8 MpaFOR OTHER COLUMNS OR WALLS.

6. NO SLAB FORMS OR BEAM FORMS SHALL BE REMOVED BEFORE CONCRETE HAS REACHED 17 Mpa.

7. STRENGTH OF CONCRETE FOR STRIPPING TO BE DETERMINED BY FIELD-CURED CYLINDERS. ALTERNATE METHODS, IF ACCEPTABLE TOTHE STRUCTURAL DESIGN ENGINEER, MAY BE USED.

8. RESHORING TO BE APPROVED BY THE ENGINEER PRIOR TO STRIPPING.

9. ALL SLABS, BEAMS, GIRDERS, ETC. TO BE SHORED UNTIL CONCRETE REACHES DESIGN STRENGTH.

10. BE RESPONSIBLE FOR THE MIX DESIGN. MIX DESIGN SHALL BE PROPORTIONED WITH DUE CONSIDERATION TO EXTREME TEMPERATURES -WINTER OR SUMMER AND CONSULT GENERAL CONTRACTOR TO DETERMINE REQUIREMENTS. ADMIXTURES AND ADDITIVES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT.

REINFORCING NOTES:

1. REINFORCING STEEL: NEW DEFORMED BARS TO CSA/G30.18-09 (R2014), "BILLET STEEL BARS FOR CONCRETE REINFORCEMENT", GRADE 400R,BARS TO BE WELDED CONFORM TO CAN/CSA G30.18-09, GRADE 400W. ANCHOR BOLTS TO ASTM A307. EPOXY COATED REBAR TO ASTM A775.PLACE REBAR TO CAN/CSA-A23.1-14.

2. PROVIDE CLEAR CONCRETE COVER OVER REBAR AS FOLLOWS:

A) SURFACE POURED AGAINST GROUND 75 mmB) FORMED SURFACES EXPOSED TO GROUND OR WEATHER 40 mmC) FORMED SURFACES NOT EXPOSED TO GROUND OR WEATHER:

BEAMS (TO STIRRUPS) 40 mmCOLUMNS (TO VERTICALS) 50 mmSLABS, WALLS 20 mm

D) PARKING SURFACES AND EXTERIOR TOP OF SLAB: 40 mm

3. REINFORCING WORK TO BE INSPECTED BY THE ENGINEER. NOTIFY THE ENGINEER 24 HOURS IN ADVANCE. CONTRACTOR MUST ENSUREMINIMUM 95% STEEL ARE IN PLACE FOR THE INSPECTION.

4. REBAR LAP SPLICE LENGTHS (UNLESS NOTED ON DRAWINGS)

BAR SIZE COMP. TENSION SPLICE "CLASS B" FOR CONCRETE STRENGTHS (mm)SPLICES (mm) 25 Mpa 30 Mpa 35 Mpa 40 Mpa

10M 330 430 (560) 380 (510) 360 (460) 330 (430)15M 480 610 (790) 535 (790) 510 (660) 480 (610)20M 580 740 (940) 660 (865) 610 (815) 580 (760)25M 740 1170 (1525) 1065 (1400) 990 (1295) 940 (1220)

TOP BAR SPLICE LENGTHS ARE DENOTED IN BRACKETS AND SHOULD BE USED WHEN HORIZONTAL SPLICE BARS ARE PLACED SUCH THATTHERE IS MORE THAN 300mm OF CONCRETE POURED BELOW THE BAR.

REBAR EMBEDMENT LENGTHS (UNLESS NOTED ON DRAWINGS)

BAR COMPRESSION EMBEDMENT TENSION EMBEDMENTSIZE FOR CONCRETE STRENGTH (mm) FOR CONCRETE STRENGTH (mm)

20 Mpa 25 Mpa 30 Mpa 25 Mpa 30 Mpa 35 Mpa 40 Mpa

10M 250(330) 230 (280) 200 (250) 330 (430) 305 (380) 80 (360) 50 (330)15M 360 (450) 300 (400) 275 (360) 460 (610) 430 (530) 80 (510) 360 (480)20M 430 (535) 380 (485) 360 (450) 560 (735) 510 (660) 80 (610) 60 (585)25M 535 (710) 485 (635) 450 (585) 915 (1170) 840 (1070) 760 (990) 10 (940)30M 635 (840) 585 (740) 535 (685) 1070 (1400) 90 (1270) 15 (1170) 40 (1120)35M 760 (990) 685 (900) 635 (810) 1295 (1675) 170 (1525) 090 (1420) 1015 (1320)

TOP BAR DEVELOPMENT LENGTHS ARE DENOTED IN BRACKETS AND SHOULD BE USED WHEN HORIZONTAL BARS ARE PLACED SUCH THATTHERE IS MORE THAN 300 mm OF CONCRETE POURED BELOW THE BAR.

} REFER TO DRIFT LOADS

OPEN WEB STEEL JOIST

1. DESIGN AND FABRICATE OPEN WEB STEEL JOISTS TO CAN/CSA S16-14 (S16 AND CSA S136-07(R2012) FOR COLD ROLLEDSECTIONS) FOR DEPTHS AND LOADING SHOWN ON THE DRAWINGS. DESIGN JOISTS FOR A FACTORED POINT LOAD OF 2.0KN APPLIED AT ANY PANEL POINT.

2. CAMBER REQUIREMENTS AND DEFLECTION LIMITATIONS TO CSA S16-14 UNLESS NOTED ON DRAWINGS.

3. JOIST SEAT DESIGN REQUIREMENTS:A) TOTAL JOISTS SEAT DEPTH TO BE 100mm UNLESS OTHERWISE NOTED.B) ALL JOIST SEAT CONNECTIONS TO BE WELDED TO JOIST P.ENG. DESIGN.

4. MINIMUM GAUGE OF TOP CHORD TO BE 3.2mm.

5. EXTEND BOTTOM CHORD WHERE INDICATED ON FRAMING PLAN. DESIGN CHORD EXTENSIONS FOR 10 KN FACTOREDTENSION OR COMPRESSION, UNLESS NOTED OTHERWISE.

6. JOISTS BEARING ON MASONRY WALLS TO HAVE 100mm (4") MINIMUM BEARING UNLESS NOTED.

7. MINIMUM BEARING OF JOISTS ON STEEL SHALL BE 65MM (2-12").

8. PROVIDE TIE JOISTS (T.J.) AT ALL COLUMNS.

9. DELIVER ALL MATERIALS TO JOB SITE WHEN REQUIRED BY THE STRUCTURAL STEEL CONTRACTOR. IN CONFORMANCEWITH THE GENERAL CONSTRUCTION SCHEDULE.

10. ALL VISUALLY EXPOSED SURFACES OR SURFACES EXPOSED TO WEATHER AND NOT REQUIRING FIREPROOFING SHALL BEPAINTED WITH ONE COAT OF PRIMER TO CISC/CPM 1-73A.

11. OPEN WEB STEEL JOIST SUPPLIER TO PROVIDE RECOMMENDED ERECTION PROCEDURE INSTRUCTIONS TO THE SITESUPERINTENDENT AS PER WCB REGULATION 34.42 "ERECTION INSTRUCTIONS".

12. OPEN WEB STEEL JOIST SUPPLIER TO COORDINATE WITH MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS TOAVOID CONFLICTS WITH STRUCTURAL ELEMENTS.

13. NO MECHANICAL EQUIPMENT TO BE INSTALLED ON ROOF UNLESS CALLED FOR ON STRUCTURAL DRAWINGS.

14. ALL JOISTS ARE TO BE DESIGNED TO WITHSTAND LIVE + DEAD LOAD, POINT LOADS AND MOMENTS SHOWN ON PLAN ANDALL WIND UP-LIFTS IF APPLICABLE AS CALLED FOR IN O.B.C. LATEST ISSUE.

15. JOISTS SHALL BE PROVIDED COMPLETE WITH BRIDGING, BEARINGS ANCHORAGE, CONNECTION DETAILS, CAMBER, ETC.,AS REQUIRED. ALL JOIST SHOP DRAWINGS, DESIGN CALCULATION AND COMPUTER OUTPUTS SHALL BEAR THE SIGNEDSEAL OF A PROFESSIONAL ENGINEER OF ONTARIO TO BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO WORK.

16. NO COLD FORMED ANGLES OR SHAPES LESS THAN 5mm (316") THICK WILL BE ACCEPTED.

17. NO LOADS ARE TO BE APPLIED TO JOIST CHORDS BETWEEN PANEL POINTS OTHER THAN THOSE INCLUDED IN JOISTDESIGN.

LOAD BEARING MASONRY WALL:

1. ALL LOAD BEARING HOLLOW BLOCK UNITS TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH 20 MPa (2900 psi.) MIN.UNLESS NOTED.

2. MORTAR FOR LOAD BEARING MASONRY TO BE TYPE "S" OR BETTER WITH A MIN. AVERAGE COMPRESSIVE STRENGTH OF13 Mpa (1900 psi.) @ 28 DAYS MIN.

3. ALL AVAILABLE BEARING AREAS OF MASONRY UNITS SHALL BE FULLY COVERED WITH MORTAR SPREAD IN AN EVENLAYER AND ALL VERTICAL JOINTS INCLUDING JOINT BETWEEN BRICK AND BLOCK) SHALL BE FILLED SOLIDLY WITHMORTAR.

4. FOR BONDING OF BRICK AND BLOCK USE HEAVY DUTY TRUSS-TYPE (OR EQUIVALENT ADJUSTABLE TYPE) 'BLOCK-LOC'OR EQUAL @ 400mm (16") c/c VERT. COMPLETELY EMBEDDED IN MORTAR.

5. ALL INTERSECTION MASONRY WALL TO HAVE MASONRY BOND OR HEAVY-DUTY 'BLOC-LOC' OR EQUAL @ 400mm (16") c/cVERTICALLY.

6. PROVIDE SOLID OR FULLY GROUTED MASONRY PAD UNDER ALL JOISTS AND BEAMS. SEE PLANS AND SCHEDULES FORBEARING DETAILS.

7. PROVIDE 'BLOC-LOC' MASONRY WALL REINFORCING OR EQUAL FOR ALL MASONRY WALLS, INSTALLED ACCORDING TOTHE MANUFACTURER'S INSTRUCTIONS, AT 400 mm (16") c/c VERT. MAXIMUM.

8. REFER TO ARCH. DWGS. FOR LOCATIONS OF CONTROL JOINTS IN MASONRY WALLS.

9. ALL MASONRY PIERS TO BE SOLID OR FULLY GROUTED MASONRY.

11. ALL MASONRY WALLS TO HAVE A MINIMUM OF 15M @ 24" o.c. VERTICAL REINFORCING STEEL, AT WALL ENDS, CORE BESIDE WINDOW DOOR OR OTHER OPENINGS, AND AT ALL WALL INTERSECTIONS.

12. PROVIDE BLOCK WALL CONTROL JOINT AT LOCATION SHOWN ON ARCHITECTS DRAWINGS. MAXIMUM SPACING TO BEAT 15.2 METERS (50'-0"). REINFORCE ON CELL ON EITHER SIDE OF JOINT WITH 2 - 15M VERTICAL GROUT SOLID.

13. USE RUNNING BOND BLOCK CONSTRUCTION. KEY ALL MASONRY JOINTS AT WALL CORNERS AND INTERSECTIONS.RAKE BACK WALL CONSTRUCTION WHEN TURNING WALL CORNERS.

14. REINFORCE TWO CORES UNDER STEEL BEAM BEARING WITH 2-15M VERTICAL EACH CORE FULL HEIGHT AND GROUTSOLID. PROVIDE 2 SOLID COURSES UNDER LINTEL BEARING. NO DUCT OR VOIDS ALLOWED AT BEARING.

15. LINTEL - INSTALL STEEL LINTEL. PROVIDE BLOCK LINTELS ONLY IN SPECIFIC AREAS SPECIFIED IN STRUCTURALDRAWINGS. BLOCK LINTEL TO BE TWO COURSE (400mm) DEEP COMPLETE WITH 4-15M TOP AND BOTTOM FOR OPENINGS2000mm OR LESS. EXTEND REINFORCING 650mm (24") PAST OPENINGS BOTH SIDES.

16. VERTICAL CORE FILLS TO BE CAST IN LIFTS OF 1200mm (4'-0") MAXIMUM. VERTICAL REINFORCING TO HAVE A MAXIMUMLENGTH OF 2000mm (6'-8") WITHOUT SPLICING. ALL LAPS AND ANCHORAGES IN REINFORCING TO BE 40mm DIAMETERMINIMUM UNLESS NOTED OTHERWISE.

17. TEMPORARY BRACING AND SHORING TO BE PROVIDED DURING CONSTRUCTION. BRACING AND SHORING DESIGN IS THECONTRACTORS RESPONSIBILITY.

METAL DECK:

1. DESIGN, FABRICATE, AND INSTALL STEEL DECK TO CSA S136-09 AND THE CSSBI 101M84 GRADE A UNLESS OTHERWISENOTED.

FOR ROOFS UNLESS OTHERWISE NOTED ON PLAN. MINIMUM COATING DESIGNATION ZF075 WIRE COAT FINISH.PROVIDE METAL GAUGE AND FASTENERS TO CARRY THE VERTICAL LOADS SPECIFIED ON THE DRAWINGS.

2. DECKING PROFILE: AS NOTED ON DRAWING.

3. INSTALL DECKING CONTINUOUS OVER 3 SPANS EXCEPT WHERE OTHERWISE APPROVED.

4. WELD DECK TO STEEL WITH 20 mm (3/4") FUSION WELDS IN PATTERN 36/11 & @ 150 MM (6") c/c ALONG ALL PERIMETERBEAMS AND JOISTS. LONGITUDINAL WELDS TO BE 200 mm (8") MAX. AND CLINCH SIDE LAPS TO BE 150 mm (6") MAX.

5. WELDERS SHALL BE CERTIFIED BY THE CANADIAN WELDERS BUREAU TO THE REQUIREMENTS OF CSA W47.1-09, DIV. 1 OR2.1. THE INSTALLATION WELDING PROCEDURES SHALL BE APPROVED BY THE CANADIAN WELDING BUREAU. THEWELDERS SHALL HAVE CURRENT QUALIFICATIONS FOR ACT SPOT WELDING BY THE C.W.B.

6. SUBMIT TWO SETS OF PRINTS OF SHOP DRAWINGS SHOWING DETAILS, MATERIAL SPECIFICATIONS, FASTENING SCHEDULEAND DESIGN LOADS.

7. WATER ON THE STEEL DECK OR BETWEEN THE DECK AND THE SUPPORTING STEEL SHALL BE REMOVED PRIOR TO PUDDLEWELDING OR STUD WELDING.

8. CHECK MECHANICAL AND ARCHITECTURAL DRAWINGS FOR OPENINGS, MECH. UNITS, HOLES, ETC. TO BE MADE IN METALDECKING. OPENINGS SHOWN ON STRUCTURAL DRAWINGS FOR MECHANICAL UNITS, DUCTS AND PIPES AREAPPROXIMATE ONLY IN SIZE, LOCATION AND QUANTITY. THE MECHANICAL CONTRACTOR MUST PROVIDECONFIRMATION OF THE LATEST INFORMATION TO THE GENERAL CONTRACTOR AT THE STRUCTURAL STEEL AND METALDECK SHOP DRAWING APPROVAL STAGE OF THE PROJECT. CUT OPENINGS IN DECKING WHERE INDICATED ON THEDRAWINGS AND IN COOPERATION WITH OTHER TRADES. REINFORCE OPENINGS BETWEEN 150 AND 450 WITH 75 X 75 X 6ANGLE PERPENDICULAR TO FLUTES. OPENINGS LARGER THAN 450mm FRAMED BY STRUCTURAL ERECTOR.

9. PERIMETER DECK CLOSURES TO BE PROVIDED BY THE STEEL DECK CONTRACTOR UNLESS STRUCTURAL STEEL DECKCLOSURES ARE SHOWN ON THE DRAWINGS. CLOSURES SHALL PROVIDE STRAIGHT AND TRUE FINISHED EDGE (+/-0 6 mm).

10. PROVIDE SUPPORT FOR METAL DECK AT WALLS AND OPENINGS WHERE REQUIRED.

12

0 P

SF

22'-7

"

22

8 P

SF

SNOW DRIFT PLANN.T.S.

EXISTING HIGH ROOFEXISTING HIGH ROOF

NEW HIGH ROOFNEW LOW ROOF

120 PSF

22'-7"

228 PSF

228 PSF

22

8 P

SF

120 PSF 120 PSF

228 PSF

Scale:

File No.:

Drawing No.:

Contract No.:

Project No.:

Date:

Approved:Checked:

Checked:Drawn:

Design:

Drawing Title:

Project Title:

Facsimile: (613) 345-0008Telephone: (613) 345-0400

Web: www.EastEng.com

NGINEERING GROUP

ASTERN

CONSULTING ENGINEERS

125 Stewart Blvd. Suite 212Brockville, Ont. K6V 4W4

Brockville Centre

INC.

RevisionsDateByNo.

All drawings, specifications and related documents are the copyright propertyof the Engineer and must be returned upon request. Reproduction of drawings,specifications, and related documents in part or whole is forbidden without the

Engineers' written permission.

The contractor must check and verify all dimensions on the job prior tostart of construction.

DRAWINGS ARE NOT TO BE SCALED

NGINEERING GROUPASTERN INC.

BUILDING SERVICESBUILDING STRUCTURALDETECTION, LIGHTING & POWERHOUSE

LARGE BUILDINGSON SITE SEWAGESMALL BUILDINGS

B.D.C. L.A.F. L.A.F. 7558

B.O'B. B.D.C. 2016 12 09

S07558-1

0 B.O'B. 2016 12 09 FOR REVIEW

1 BDC 2020 02 26 FOR PRICING

2 B.D.C 2020 03 25 FOR TENDER/PERMIT

3 B.O'B. 2020 04 28 CONSULTANT CO-ORDINATION

CARLETON PLACE ARENACARLETON PLACE, ONTARIO

STRUCTURAL NOTES

FOUNDATION PLANSCALE: 3

32" =1'-0"

22'-3

"

14'-1

112"

6'-0

"

EXISTING ARENA

4" CONC. SLABW/ 6x6x6/6 WWMON 6" GRAN . 'A'

COMPACTED

F1

1F1

STEP FOUNDATIONTO MATCH EXISTING

257'-312"

DEPRESS FOUNDATIONAT EXIT DOORS. (TYP)

4 5 9 10

15'-3

"8"A

B

1 6 7

F1

2F1

8

F1

5F26

'-4"

STEP FOUNDATIONTO MATCH EXISTING

F1

6F2F1

6F2 F1

6F2

SEE STAIR DETAIL

F1

4F1 F1

7F1

F1

8F2

F1

2F1

712" 47'-1012" 712" 47'-1012" 712"5'-0"712" 47'-1012" 712" 39'-1012" 512" 7'-612"

F1

7F1

2 3

32'-512" 712" 18'-0" 712"5'-0"

F1

3F1

F1

3F1 F1

3F1

F1

3F1

F1

3F1 F1

3F1

DEPRESS FOUNDATION8" FOR AT DOORS (TYP)

DEPRESS FOUNDATION8" FOR AT DOORS ANDCOLUMNS (TYP)

SAWCUT10'-6"x 10'-10"

F1

8F2

F1

6aF2

F1

8aF2 16" FOUNDATION

WALL STEP

1'-0

"

15M DOWELS TOMATCH VERT.2

'-0"

15M VERT. @ 12" c.c.

FIN. GRADE

5'-0

" M

IN

8" CMU WALL15M @ 24" c.c.CORES FILLED w/ GROUT.H.D. BLOK LOK EVERY 2nd.COURSE

16" BOND BEAMw/ 4 - 15M CONT. BARSFILLED w/ GROUT.ABOVE DOORS & WINDOWS

SEE SECTION FOR ROOFCONSTRUCTION

16" BOND BEAM LINTELw/ 4 - 15M CONT. BARSFILLED w/ GROUT.

2 - 15M CONT.1'-4"

11

11

10M DOWELS @ 24"c.c. &CORNERS. DRILL & EPOXYINTO CONC. MIN 6"

6" CONC. BLOCK WALL.SEE ARCH DWGS FORINFORMATION.

4" CONC. SLAB6x6x6/6 WWMV. BARRIER6" GRAN. 'A' COMPACTED

PARTITION THICKENED SLAB

11'-2

"±

7'-0

" ABO

VE

DO

ORS &

WIN

DO

WS

SCALE: 34" = 1'-0"

SECTIONSCALE: 34" = 1'-0"

6x6x66 WWM

10M VERT @ 24"c.c. &CORNERS

HD BLOK LOK EVERY2ND COURSE

6" BOND BEAMFILLED w/ GROUT.

2-10M BARS CONT.

6'-0

"REF

ER T

O A

RCHIT

ECTU

RAL

1'-6

"

F1

1F1 F1

4F1

SEE SECTION FOR ROOFCONSTRUCTION

1'-0

"

3'-6"

FOUND ONUNDISTURBED SOILOR SOUND BEDROCK

15M 'U' BARS@12" c.c. CONT.

15M DOWELS TOMATCH VERT.

8"

2'-0

"

15M VERT @ 12" c.c.

5'-0

" MIN

.

8" CMU WALL15M VERT @ 24" c.c.CORES FILLED w/ GROUTH.D. BLOK LOK EVERY 2nd.COURSE

16" BOND BEAM LINTELw/ 4 - 15M CONT. BARSFILLED w/ GROUT

4" CONC. SLAB6x6x6/6 WWMV. BARRIER6" GRAN. 'A' COMPACTED

11'-2

"±

SCALE: 34" = 1'-0"

SECTIONF1

7F1

C10x15.3@ 36"c.c.

FILL ALL CORES SOLIDw/ GROUT

16" BOND BEAMw/ 4 - 15M CONT. BARSFILLED w/ GROUT

7'-0

"

10"

1'-0

"2'-0

"

SCALE: 34" = 1'-0"

SECTIONF1

2F1

3'-0"

FOUND ONUNDISTURBED SOILOR SOUND BEDROCK

8"

4 -15M CONT.

4" CONC. SLAB6x6x6/6 WWMV. BARRIER6" GRAN. 'A' COMPACTED

16" BOND BEAM LINTELw/ 4 - 15M CONT. BARSFILLED w/ GROUT.

15M DOWELS TOMATCH VERT.

15M VERT. @ 24" c.c.

FIN. GRADE

5'-0

" MIN

6"

8" CMU WALL15M @ 24" c.c.CORES FILLED w/ GROUT.H.D. BLOK LOK EVERY 2nd.COURSE

16" BOND BEAMw/ 4 - 15M CONT. BARSFILLED w/ GROUT.ABOVE DOORS & WINDOWS

SEE SECTION FOR ROOFCONSTRUCTION

16" BOND BEAMw/ 4 - 15M CONT. BARSFILLED w/ GROUT.ABOVE DOORS & WINDOWS

20" OWSJ @ 2'-6" c.c.W/ 4" CONC. SLAB ON22 GA. 1 12" COMPOSITEDECK W/ 6x6x6/6 WWM

24" OWSJ @ 5'-0" c.c.22 GA. 1 12" METAL PAN

L 112"x 1

12"x

14"

TRIMMER ALL AROUND

8" CONCRETE WALL

2- 10M CONT. @ TOP

2- 10M CONT.

8" CONCRETE WALL

2- 10M CONT. @ TOP

16 12" CONCRETE WALL

15M HORIZ. @ 16" c.c.2 LAYERS1'-412"

2'-0

"2'-0

"

15M DOWELS @ 24" c.c.

15M HORZ. @ 16" c.c.

4 -15M BARSCONT.

1'-0

"

2'-0"

FOUND ON UNDISTURBEDSOIL OR SOUND BEDROCK

3 -15M CONT.

15M DOWELS TOMATCH VERT.

8"

2'-0

"

15M VERT. @ 24" c.c.

5'-0

" MIN

.

8" CMU WALL15M @ 24" c.c.CORES FILLED w/ GROUT.H.D. BLOK LOK EVERY 2nd.COURSE

16" BOND BEAMw/ 4 - 15M CONT. BARSFILLED w/ GROUT.ABOVE DOORS & WINDOWS

SEE SECTION FOR ROOFCONSTRUCTION

16" BOND BEAM LINTELw/ 4 - 15M CONT. BARSFILLED w/ GROUT.

4" CONC. SLAB6x6x6/6 WWMV. BARRIER6" GRAN. 'A' COMPACTED

11'-2

"±

7'-0

"

SCALE: 34" = 1'-0"

SECTIONS1

3S1

8" CONCRETE WALL

2- 10M CONT. @ TOP

2- 10M CONT.

2'-0

"2'-0

"

2'-0

"2'-0

"

2'-0

"2'-0

"

15M DOWELS2 LAYERS @ 12"c.c.

15M DOWELS @ 24" c.c. 15M DOWELS @ 24" c.c.

3-10M HOIZ. AT TOP

(TYP. AT PARTITIONS)

15M HORIZ. @ 16" c.c.

3'-0"

FOUND ONUNDISTURBED SOILOR SOUND BEDROCK

8"

4 -15M CONT.

PACK W/ NON SHRINKGROUT

15M 'U' BARS@ 12" c.c.

CORRIDOR

VARIE

S(1

4"

MAX)

COMPRESSIBLE GASKETAT TOP

212 "

VARIE

S(1

4" M

AX)

COMPRESSIBLE GASKETAT TOP

21 2"

VARIE

S (14" M

AX)

3"x8"x14" x 4" LONGBENT PLATE B/S W/ SLOTTEDCONNECTION (36" MAX. c.c.+ AT EACH END OF WALLS)

12"Ø HILTI HY270 ADHESIVE

ANCHOR (MIN 412") IN 4" LONG

SLOTTED HOLE

2 - 15M CONT.1'-4"

11

11

10M DOWELS @ 24"c.c. &CORNERS. DRILL & EPOXYINTO CONC. MIN 6"

6" CONC. BLOCK WALL.SEE ARCH DWGS FORINFORMATION.

PARTITION THICKENED SLABSCALE: 34" = 1'-0"

6x6x66 WWM

10M VERT @ 24"c.c. &CORNERS

HD BLOK LOK EVERY2ND COURSE

6" BOND BEAMFILLED w/ GROUT.

2-10M BARS CONT.

1'-6

"

F1

4F1

FILL ALL CORES SOLIDw/ GROUT

10"

(TYP. AT PARTITIONS)

SEE SECTION FOR ROOFCONSTRUCTION

11'-2

"±

COMPRESSIBLE GASKETAT TOP

212 "

3"x8"x14" x 4" LONG

BENT PLATE B/S W/ SLOTTEDCONNECTION (36" MAX. c.c.+ AT EACH END OF WALLS)

38"Ø HILTI HY270 ADHESIVE

ANCHOR (MIN 312") IN 4" LONG

SLOTTED HOLE

L 112"x 1

12"x

14"

TRIMMER ALL AROUND

All drawings, specifications and related documents are the copyright propertyof the Engineer and must be returned upon request. Reproduction of drawings,specifications, and related documents in part or whole is forbidden without the

Engineers' written permission.

The contractor must check and verify all dimensions on the job prior tostart of construction.

DRAWINGS ARE NOT TO BE SCALED

Scale:

REV DATE:

Drawing No.:

Contract No.:

Project No.:

Date:

Approved:Checked:

Checked:Drawn:

Design:

Drawing Title:

Facsimile: (613) 345-0008Telephone: (613) 345-0400

125 Stewart Blvd. Suite 212Brockville, Ont. K6V 4W4

Brockville Centre

RevisionsDateByNo.

www.EastEng.com

5/5/2020

FOUNDATION PLAN& DETAILS

B.D.C L.A.F. L.A.F.

B.O'B./GB 2016-12-09

7558

F1

0 B. O'B 2016-12-09 FOR REVIEW

1 B.O'B. 2020 02 27 66% FOR PRICING

2 B.O'B. 2020 03 10 REVISED JOIST DIRECTION

3 B.O'B 2020 03 25 FOR TENDER/PERMIT

4 B.O'B. 2020 04 28 CONSULTANT CO-ORDINATION

Scale:

Horizontal: AS SHOWN

Vertical: AS SHOWN

Project Title:

75 Neelin Street,Carleton Place, Ontario

CARLETON PLACE ARENA

ArchitectLarry Gaines

Tel: (613) 256-3630Fax: (613) 256-0615

e-mail: gaines@bellnet.ca

14 Bridge StreetAlmonte, ON

K0A 1A0

COMPACTEDGRANULARBACKFILL

12" DIA. RADIUS

(TYP.)

1-10M @ TOE (TYP)

10M @ 12"c.c. B/W

TREAD 10" NOSINGRISE 7 14"±

STAIR DETAIL

NOTE:APPLY NON SLIP COATINGON TREADS- SEE ARCH.

4"

SCALE: 12" = 1'-0"

4"

2'-0"

2'-0"6"

4 - 15MBARS CONT'S

STEP FOOTING DETAIL

4 - 15MBARS CONT'S

SCALE: 34" = 1'-0"

UNDISTURBED SOIL ORSOUND BEDROCK

2'-0

"

4'-0"

15M DOWELS 24" LONGEPOXIED INTO EXISTINGFOUNDATION @ 24"c.c.VERT. 8" INTO EXISTINGFOUNDATION & 16" INTONEW FOUNDATION.

EXISTING FOUNDATION.

NEW FOUNDATION.

8"

1'-4"

8"

SCALE: 34" = 1'-0"

FOUNDATION CONNECTION

2'-0

"

2'-0"

TYP. 'L' BARS FOR CORNERS

MATCH HORIZONTALREINFORCEMENT

JOINT SEALINGCOMPOUND

1

6x6x66 WWM

1

PREPARE SURFACE w/BONDING AGENT PRIORTO PLACING CONCRETE

8"

CONC. SLAB(SEE FOUNDATION

PLAN DRAWING)

COMP.GRANULAR FILL

TYP. FOUNDATION AT EXIT DOOR

COMP.GRANULAR

FILL

SCALE: 34" = 1'-0"

11

10M BARS CONTINUOUS

10M L BARS @ 16"c.c.(24"x24")

FINISHED GRADE

8"

FLOOR SLAB CONSTRUCTIONJOINT DETAIL

SCALE: 34" = 1'-0"

4-15M BENTDOWELS

F1

6F2F1

5F2

F1

8F2 SCALE: 34" = 1'-0"

SECTION

12" EXPANSION JOINT

2-15M BARSCONT'S

EXISTINGFOUNDATION WALL

CONC. SLAB(SEE FDN PLAN DRAWING)

11

8"

1'-0"

SCALE: 34" = 1'-0"

CONC. BLOCK WALL BEYOND

1'-0

"2

'-0"

SCALE: 34" = 1'-0"

15M DOWELS TOMATCH VERT.

15M VERT. @ 24" c.c.

FIN. GRADE

5'-0

" MIN

6"

CONCRETE PIER

15M HORIZ. @ 16" c.c.2 LAYERS

2'-0

"

15M DOWELS2 LAYERS @ 12"c.c.

3-10M HOIZ. AT TOP

4-20M VERT.

5 -15M BARS B/W

FOUND ONUNDISTURBED SOILOR SOUNDBEDROCK

4'-0"

8"

6-20M VERT.BARS

SCALE: 34" =1'-0"

PIER 'A' FOUNDATION PLAN

4'-0

"

5 -15M BARSB/W

1'-4

"

10"6" 10"

1'-4

"

2- SETS10M TIES @12"c.c.

1'-212"712"

4'-0"

1'-4

"

2'-012"

2'-0

"

1'-4

"

2'-0 12"

SECTIONF1

8aF2

TYPICAL SECTIONSCALE: 34" = 1'-0"

2- LAYERS7 -15M BARS B/W

20M DOWELS TOMATCH VERT.

8 - 20M VERT

FOUND ON UNDISTURBEDSOIL OR SOUND BEDROCK

1'-4

"

TO U

ND

ISTU

RBED

SO

IL

2'-8

"

10M @ 12" c.c. TIES

6'-6"

24"x24" PIER

6'-6"x6'-6"x1'-4"2- LAYERS W/5-15M BARSB/W

SCALE: 34" =1'-0"

PLAN

8-20M VERT.

1" NON SHRINK GROUT

12"x7"x78" STEELPLATE

2 LAYERS7 -15M BARS B/W

24"x24" PIER

6'-6"

6'-6

"

4-34"Ø ANCHOR BOLTS

F1

6aF2

2 SETS10M TIES @ 12" c.c.

2'-0"

2'-0

"

HSS 6"x6"x516" COL.

4" CONC. SLAB6x6x6/6 WWM

V. BARRIER6" GRAN. 'A' COMPACTED

8"

10"

34" DIA. ANCHORS

SCALE: 112" = 1'-0"

TYPICAL ANCHOR BOLT DETAIL

1'-4

"4

"

4"

All drawings, specifications and related documents are the copyright propertyof the Engineer and must be returned upon request. Reproduction of drawings,specifications, and related documents in part or whole is forbidden without the

Engineers' written permission.

The contractor must check and verify all dimensions on the job prior tostart of construction.

DRAWINGS ARE NOT TO BE SCALED

Scale:

REV DATE:

Drawing No.:

Contract No.:

Project No.:

Date:

Approved:Checked:

Checked:Drawn:

Design:

Drawing Title:

Facsimile: (613) 345-0008Telephone: (613) 345-0400

125 Stewart Blvd. Suite 212Brockville, Ont. K6V 4W4

Brockville Centre

RevisionsDateByNo.

www.EastEng.com

5/5/2020

FOUNDATION DETAILS

B.D.C L.A.F. L.A.F.

B.O'B./GB 2016-12-09

7558

F2

0 B. O'B 2016-12-09 FOR REVIEW

1 B.O'B. 2020 02 27 66% FOR PRICING

2 B.O'B. 2020 03 10 REVISED JOIST DIRECTION

3 B.O'B 2020 03 25 FOR TENDER/PERMIT

4 B.O'B. 2020 04 28 CONSULTANT CO-ORDINATION

Scale:

Horizontal: AS SHOWN

Vertical: AS SHOWN

Project Title:

75 Neelin Street,Carleton Place, Ontario

CARLETON PLACE ARENA

ArchitectLarry Gaines

Tel: (613) 256-3630Fax: (613) 256-0615

e-mail: gaines@bellnet.ca

14 Bridge StreetAlmonte, ON

K0A 1A0

MASONRY PILASTER SCHEDULE

1 CELL C/W 1 - 15M BARFULLY GROUTED

CELL CONTENT REINFORCING DETAIL

2 CELL C/W 1 - 15M BARPER CELL, FULLY GROUTED

3 CELL C/W 1 - 15M BARPER CELL, FULLY GROUTED

3 CELL C/W 1 - 15M BARPER CELL, FULLY GROUTEDMP-4

MP-3

MP-1

MP-2

L1

N.T.S.

16" LINTEL BEAM

2-15M @ TOP

FILL w/ GROUT

1'-4

"

10M SINGLE LAYERSTIRRUPS @ 8"c.c.

16"c.c. AT ENDS

8"

2-15M @BOTTOM

L2

2-15M @ TOP &BOTTOM

FILL w/ GROUT

8"

6"

N.T.S.

6" LINTEL BEAM

10M TIES@ 12"c.c.6"c.c. AT ENDS

N.T.S.

16" BOND BEAM

FILL w/ GROUT

1'-4

"

8"

@ TOP OF WALL & 8'-0"± AFF

2-15M @ TOP

2-15M @BOTTOM

EXTEND 15M HORZ. BARS MIN.1'-8" BEYOND OPENINGS

6'-0

"

22'-7

"

15'-0

"6'-0

"

8" CONC. BLOCKBEARING WALL

S1

10S3

S1

9S3

15'-0

"512"

712"

712"

712"712" 512"

712" 712"

512"

512"

512"

512"

712"

A

B

S1

11S3

257'-312"

22'-3

"

512"

S1

11S3

6" CONC. BLOCKPARTITION

6" CONC. BLOCKPARTITION

8" CONC. BLOCKBEARING WALL

8" CONC. BLOCKBEARING WALL

8" CONC. BLOCKBEARING WALL

6" CONC. BLOCKPARTITION

8" CONC. BLOCKBEARING WALL

NOTE ALL LINTELS TO BE 16"LINTEL, UNO - SEE SECTION 13

48'-6" 5'-712" 48'-6" 40'-5" 8'-834"

4 5 9 101 6 7 82 3

32'-914" 18'-712" 5'-712" 48'-6"

STRUCTURAL FLOOR PLANSCALE: 332" =1'-0"

MP-4 MP-4 MP-4

MP-4MP-4

MP-5 MP-4 MP-4

MP-3 MP-3

MP-3

MP-3 MP-3

MP-3

MP-4MP-4

MP-2

MP-2 MP-2 MP-2 MP-2

MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2 MP-2MP-2 MP-2

MP-2 MP-2 MP-2 MP-2

MP-1MP-1

MP-2 MP-2MP-2

MP-2

MP-2

MP-2

MP-2

L1

L1

L1

L1

L1

L1 L1 L1 L1 L1 L1 L1 L1

L1

L1 L1L1

L1L1L1

L1L1L1L1

L1

L2

L2 L2

L2L2

L2 L2

L2

S1

12S3 S1

12S3

15'-1

1"

6'-4

"

W16x3

6

B.PB.P

B.P

B.P

W10x3

9

HSS

6x6x

516

"

20" OWSJ @ 2'-6"c/c w/ 4" CONC. 11

2"22 Ga COMPOSITEMETAL DECK

L3S1

14S2

S1

14S2

S1

14aS2

20" OWSJ @ 2'-6"c/c w/ 4" CONC. 11

2"22 Ga COMPOSITEMETAL DECK

MP-2MP-2

L1 MP-2 MP-2MP-2MP-2

S1

14bS2

sim

P-3615 (112")18 GA.

DECKING(TRIPLE SPAN)

ROOF FRAMING PLANSCALE: 332" =1'-0"

EXISTING ARENA

EX. HIGH ROOF

P-3615 (112") 18 GA.

DECKING(TRIPLE SPAN)

C10x1

5.3

EQ

UALL

Y SPA

CED

@ 3

6" c

.c. (M

AX.

)

C10x1

5.3

EQ

UALL

Y SPA

CED

@ 3

6" c

.c. (M

AX.

)

C10x1

5.3

EQ

UALL

Y SPA

CED

@ 3

6" c

.c. (M

AX.

)

22'-7

"

127'-712" 125'-812"

A

B

PROVIDE C10x15.3 BLOCKING@ 48"c.c. ABOVE FULL HEIGHT

INTERIOR WALLS (TYP)

PROVIDE C10x15.3 BLOCKINGADJACENT TO INTERIOR LOADBEARING WALL

C10x15.3 RIMJOIST.CUT TO FIT

2-LINES OF LATERAL BRACINGSPACED EQUALLY w/ SOLIDBRIDGING @ ENDS

PROVIDE C10x15.3 BLOCKING@ 48"c.c. ABOVE FULL HEIGHT

INTERIOR WALLS (TYP)

NOTE:METAL DECK SHALL BE FASTENED WITHMIN 34"Ø PUDDLE WELD IN SUPPORTPATTERN 36/11. SIDE LAP FASTENINGSHALL BE BUTTON PUNCHED AT 6"c.c.MAX

S1

10S3

S1

9S3

LIMIT OF SECOND FLOOR

4 5 9 101 6 7 82 3

S1

15S6S1

16S6

REFER TO MECHANICALFOR LOCATIONS OFROOF TOP UNITS SEES2 FOR UNIT SUPPORTFRAME DETAILS

L4"x4"x14" FRAME

AROUND CURB &OPENING (TYP)

21'-7

1 2"

24'-034"31'-103

4"

6'-4

"15'-3

1 2"

57'-334"

SECOND FLOOR ROOF FRAMING PLANSCALE: 332" =1'-0"

L1 L1 L1

L1

41

L3

S1

14bS2

S1

14bS2

S1

17S2

24" OWSJ @ 5'-0" c/cw 11

2" 22 Ga METAL DECK

24" OWSJ @ 5'-0" c/c w/11

2" 22 Ga METAL DECK

B.P

B.P

W16x3

6

HSS 5x5x 14 "

2 3

MP-2MP-2MP-2MP-2

MP-2

MP-2

MP-2

MP-2

EX. 12" CMUWALL

L4"x4"x14" FRAME

AROUND CURB &OPENING (TYP)

TJTJ

4-20M VERT.BARS

SCALE: 34" =1'-0"

4'-0

"

5 -15M BARSB/W

1'-4

"

FILL CORES w/GROUT.

10"6" 10"

1'-4

"

1'-212"712"

4'-0"

1'-4

"

MP-5MASONRY PILASTER

1'-4"

SCALE: 1" = 1'-0"LINTEL DETAIL

EX. 12" BLOCKWALL

2- L8"x4x12"W/ 38"Ø HILTI HY270ADHESIVE ANCHORS @24" c.c. STAGGERED

8"x38" CONT. PLATE

6"@ ENDS2"@ 12"

14"

L3

2-L8"x4"x12" LLV

8" MIN

LINTEL ELEVATION VIEW

8'-0" MAX.

PACK SOLIDW/ NON SHRINKGROUT (24"X24")

SCALE: 12" = 1'-0"

8"x38" CONT PLATE

8" MIN

8" CONC. BLOCK WALL.SEE PLAN & SECTIONSFOR DETAILS.

38" HILTI HY70 ADHESIVE

ANCHORS @ 24"c.c. B/SSTAGGERED

PACK SOLIDW/ NON SHRINKGROUT (24"X24")

L3

All drawings, specifications and related documents are the copyright propertyof the Engineer and must be returned upon request. Reproduction of drawings,specifications, and related documents in part or whole is forbidden without the

Engineers' written permission.

The contractor must check and verify all dimensions on the job prior tostart of construction.

DRAWINGS ARE NOT TO BE SCALED

Scale:

REV DATE:

Drawing No.:

Contract No.:

Project No.:

Date:

Approved:Checked:

Checked:Drawn:

Design:

Drawing Title:

Facsimile: (613) 345-0008Telephone: (613) 345-0400

125 Stewart Blvd. Suite 212Brockville, Ont. K6V 4W4

Brockville Centre

RevisionsDateByNo.

www.EastEng.com

5/5/2020

STRUCTURAL FLOOR PLAN& ROOF FRAMING PLAN

B.D.C L.A.F. L.A.F.

B.O'B./GB 2016-12-09

7558

S1

0 B. O'B 2016-12-09 FOR REVIEW

1 B.O'B. 2020 02 27 66% FOR PRICING

2 B.O'B. 2020 03 10 REVISED JOIST DIRECTION

3 B.O'B 2020 03 25 FOR TENDER/PERMIT

4 B.O'B. 2020 04 28 CONSULTANT CO-ORDINATION

Scale:

Horizontal: AS SHOWN

Vertical: AS SHOWN

Project Title:

75 Neelin Street,Carleton Place, Ontario

CARLETON PLACE ARENA

ArchitectLarry Gaines

Tel: (613) 256-3630Fax: (613) 256-0615

e-mail: gaines@bellnet.ca

14 Bridge StreetAlmonte, ON

K0A 1A0

OFFICE

OFFICE

OFFICE

K-2861HUDSONC_LAVATORYCAST IRON

STAIRS

EXISTINGWOMENS WC

K-2861HUDSONC_LAVATORYCAST IRON

UP

UP

MECHANICALROOM

UP

JANITOR /STORAGE

EXISTINGMENS WC

7'-1

012"

12

'-81 2

"1

2'-1

0"

7'-1

012"

30'-914" 30'-914"

STRUCTURAL PLANSCALE: 332" =1'-0"

EX.

W1

6x3

6 B

EAM

ICE SURFACE185'-0" X 85'-0"

TEMPORARY SHORING &PROTECTION OF EXISTINGSTRUCTURES & UTILITIES IS THERESPONSIBLY OF THECONTRACTOR

OFFICE

OFFICE

OFFICE

K-2861HUDSONC_LAVATORYCAST IRON

STAIRS

EXISTINGWOMENS WC

K-2861HUDSONC_LAVATORYCAST IRON

UP

UP

MECHANICALROOM

UP

JANITOR /STORAGE

EXISTINGMENS WC

30'-914" 30'-914"

FOUNDATION PLANSCALE: 332" =1'-0"

EX. COL. & FOOTINGTO REMAIN

ICE SURFACE185'-0" X 85'-0"

NEW

W8

x35

BEA

MNEW

W8

x35

BEA

M

NEW 12"x32" CONC. BLOCKCOLUMN W/ 20M VERT. INCORES & FILLED WITH CONC.

EX. COL.

2'-8

"2

'-8"

7'-1

012"

12

'-81 2

"1

2'-1

0"

7'-1

012"

2'-8

"2

'-8"

B.P.

B.P.

x

x

x

x

x

x

x

x

x

x

LINE OF TEMPORARYSHORING BY CONTRACTOR

x

x

x

x

x

x

x

x

x

x

2'-0

"2

'-0"

2'-0

"2

'-0"

FILL

EX.

FND

. SO

LID

W/ 2

0 M

Pa C

ONC

.

FILL

EX.

FND

. SO

LID

W/ 2

0 M

Pa C

ONC

.

NEW CONC. SLABTO MATCH EXISTINGSEE DETAIL

NEW CONC. SLABTO MATCH EXISTINGSEE DETAIL

ELEVATIONSCALE: 38" = 1'-0"

MAKE GOODEX. WALL

W8x35EX. W16x36

EX. OWSJ @ 24" c.c.WELDED TO NEW BEAM

10"x8"x34" PLATE

W/ 2- 34"Ø ANCHORSSEE DETAIL

FILL EX. FOUNDATIONBLOCK W/ SOLID CONC.

16" BOND BEAMW/8"x1

4" PLATE

2- 20M VERT. W/ CORESFILLED SOLID UNDER BEARING

EX. BEARING PLATETO BE REUSED

8"

8"8"

2'-8"

1'-4"

PACK W/ NON SHRINKGROUT

20M VERT. @ EVERY CORE,CORES FILLED SOLID

7'-1012" 12'-85

8" 12'-978" 7'-101

2"

EX. W16x36 BEAM

NEW W8x35BEAM

NEW W8x35BEAM

NEW 12"x32" CONC. BLOCKCOLUMN W/ 20M VERT. INCORES & FILLED WITH CONC.

EX. COL.

2'-8" 2'-8"

8"8"

2'-8"

1'-4"

8"EX. W16x36

PARTIAL PLANSCALE: 38" = 1'-0"

FF

NEW 12"x32" CONC. BLOCKCOLUMN W/ 20M VERT. INCORES & FILLED WITH CONC.

EX. COL.

EX. OWSJEX. 3" CONC.ON 1 12" PAN

FILL EX. FOUNDATIONBLOCK W/ SOLID CONC.

2- 20M VERT. W/ CORESFILLED SOLID UNDER BEARING

MAKE GOODEX. WALL

2- 20M VERT. W/ CORESFILLED SOLID UNDER BEARING

10"x8"x34" PLATE

W/ 2- 34"Ø ANCHORSSEE DETAIL

2- 20M VERT. W/ CORESFILLED SOLID UNDER BEARING

EX. BEARING PLATETO BE REUSED

20M VERT. @ EVERY CORE,CORES FILLED SOLID

SCALE: 1 12" = 1'-0"

CONC. FLOOR REPAIR DETAIL

NEW CONC. SLABEX. CONC. SLAB

6" 1'-0"

18" LONG 10MDRILLED & DOWELED @12" c.c.

SCALE: 1" = 1'-0"

10"x8"x34"

PLATE DETAIL

812"

10

"

8"

8"

All drawings, specifications and related documents are the copyright propertyof the Engineer and must be returned upon request. Reproduction of drawings,specifications, and related documents in part or whole is forbidden without the

Engineers' written permission.

The contractor must check and verify all dimensions on the job prior tostart of construction.

DRAWINGS ARE NOT TO BE SCALED

Scale:

REV DATE:

Drawing No.:

Contract No.:

Project No.:

Date:

Approved:Checked:

Checked:Drawn:

Design:

Drawing Title:

Facsimile: (613) 345-0008Telephone: (613) 345-0400

125 Stewart Blvd. Suite 212Brockville, Ont. K6V 4W4

Brockville Centre

RevisionsDateByNo.

www.EastEng.com

5/5/2020

INTERIOR BEAM & COLUMNSPLAN, & DETAILS

B.D.C B.D.C. L.A.F.

B.O'B./GB 2020 03 04

7558

S1A

0 B. O'B 2016-12-09 FOR REVIEW

1 B.O'B. 2020 02 27 66% FOR PRICING

2 B.O'B 2020 03 25 FOR TENDER/PERMIT

4 B.O'B. 2020 04 28 CONSULTANT CO-ORDINATION

Scale:

Horizontal: AS SHOWN

Vertical: AS SHOWN

Project Title:

75 Neelin Street,Carleton Place, Ontario

CARLETON PLACE ARENA

ArchitectLarry Gaines

Tel: (613) 256-3630Fax: (613) 256-0615

e-mail: gaines@bellnet.ca

14 Bridge StreetAlmonte, ON

K0A 1A0

C10x15.3

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"

SLIP CONNECTION DETAIL

SLIP CONNECTION DETAIL

L4"x4"x14"

8" LONG CLIP

CONC. BLOCKWALL

2- 12"Ø HILTI HIT-HY270ADHESIVE ANCHORSMIN. 4 12" EMBEDMENT

14"

8"

8"

1" 1

4"

2- 12"Ø HILTI HIT-HY270ADHESIVE ANCHORSMIN. 4 12" EMBEDMENT

2" LONG SLOTTED HOLES

L4"x4"x14"

8" LONG CLIP

FILL CORES RECEIVEANCHORS SOLID W/

GROUT

FRONT VIEW

EX. CONC.BLOCK WALL

4"

FILL CORES RECEIVEANCHORS SOLID W/ GROUT

SCALE: 1" = 1'-0"

TYPICAL BRIDGING DETAIL

L212x21

2"x14" CONT.LATERAL BRACING

C10x15.3 (TYP)

3'-0" MAX TYP

C10x15.3@ 48" c.c. MAX.

14"

6"x14" CONT. STEEL PLATE

8" LONG 12"Ø NELSON STUDS @ 48" c.c.FULLY WELDED

6"x4"x14" LLV

4" LONG CLIP (TYP)

112"x1

12"x316" CONT.

TRIMMER ANGLE

C10x15.3CUT TO FIT

16" BOND BEAM LINTELw/ 4 - 15M CONT. BARSFILLED w/ CONC.

SCALE: 1" = 1'-0"TYP. RIMJOIST CONNECTION DETAIL

316

316

SIDE VIEW

REFER TO ARCH. DRAWINGSFOR ROOF CONSTRUCTION

REFER TO ARCH. DRAWINGS FORFLASHING & FINISH DETAILS

PARAPET CONSTRUCTIONREFER TO ARCH. DWGS. FOR

WALL CONSTRUCTION.600S162-43 @ 16"c.c. STUDS

1/2" SHEATHING B/S

SCALE: 1" = 1'-0"TYP. PARAPET DETAIL

600S162-43TOP TRACK

REFER TO ARCH. DRAWINGS FORROOF CONSTRUCTION

S3

13S2

600S162-43BOTTOM TRACK

112"

TYP

316"

316"

6" @ ENDS2" @ 12"c.c.

0.27 CAL COMBO HILTIX-U (P8) @ 8"c.c.STAGGERED OR 12"Ø BOLTw/ WASHER @ 48"c.c.

TYP

C10x15.3@ 36"c.c.

8" CONC. BLOCKWALL.

316"

212" LONG

3"x8"x316" BENT PLATE B/Sw/ 2"LONG VERT. SLOTTED HOLE.

w/ 12"Ø HILTI HY270 ADHESIVEANCHORS MIN 41

2" EMBEDMENT

212"

TYPICAL BLOCKING DETAIL - 8" BLOCKSCALE: 1" = 1'-0"

212" LONG

3"x8"x316" BENT PLATEB/S w/ 2" LONG VERT.SLOTTED HOLE.w/ 12"Ø HILTI HY270ADHESIVE ANCHORSMIN 41

2" EMBEDMENT

8" CONC. BLOCKWALL.

C10x15.3 @36"c.c.

C10x15.3BLOCKING CUT TOFIT

316

L2"x2"x316"

8" LONG

TYP

CONC. BLOCK WALL.SEE PLAN FOR SIZE

COMPRESSIBLEGASKET AT TOP

2 12" LONG3"x8"x316" BENT PLATE w/ 2"

LONG VERT. SLOTTED HOLE.(8" WALL = w/ 12"Ø HILTI H2Y70

ADHESIVE ANCHORS MIN 412"

EMBEDMENT)(6" WALL = w/ 38"Ø HILTI HY270

ADHESIVE ANCHORS MIN 312"

EMBEDMENT)

OMIT LATERAL BRACING ATSOLID STEEL BLOCKING

316

L2"x2"x316"

8" LONGC10x15.3CUT TO FIT @ 48"c.c. 8

"C10x15.3 @36" c.c (TYP)

TYPICAL BLOCKING DETAILSCALE: 1" = 1'-0"

L212x21

2"x14" CONT.LATERAL BRACING

8"

2"

TYP

C10x15.3CUT TO FIT @ 48"c.c.

212"

(JOISTS PARALLEL TO WALLS)

SECTION VIEW

SIDE VIEW

2 12" LONG3"x8"x316" BENT PLATE w/ 2"LONG VERT. SLOTTED HOLE.(8" WALL = w/ 12"Ø HILTI H2Y70ADHESIVE ANCHORS MIN 41

2"EMBEDMENT)(6" WALL = w/ 38"Ø HILTI HY270ADHESIVE ANCHORS MIN 31

2"EMBEDMENT)

C10x15.3CUT TO FIT @ 36"c.c.

316

L2"x2"x316"

8" LONG

TYP

212"

C10x15.3@ 36"c.c.

6" CONC. BLOCKWALL.

316" PACK w/ ACOUSTIC

INSULATION212" LONG

3"x8"x316" BENT PLATE B/Sw/ 2"LONG VERT. SLOTTED HOLE.

w/ 38"Ø HILTI HY270 ADHESIVEANCHORS MIN 31

2" EMBEDMENT

212"

TYPICAL BLOCKING DETAIL - 6" BLOCKSCALE: 1" = 1'-0"

(JOIST PERPENDICULAR TO WALLS)

212" LONG

3"x8"x316" BENT PLATE B/S w/ 2"LONG VERT. SLOTTED HOLE.w/ 38"Ø HILTI HY270 ADHESIVEANCHORS MIN 31

2" EMBEDMENT6" CONC.

BLOCK WALL

C10x15.3 @ 36"c.c.

C10x15.3 BLOCKINGCUT TO FIT

316

L2"x2"x316"

8" LONG

TYP

316"TYP

316"TYP

(JOIST PERPENDICULAR TO WALLS)

316"

316"TYP

112" P-3615 (18 GA.) STEEL DECK

BLOCK SOLID

112" P-3615 (18 GA.) STEEL DECK

112" P-3615 (18 GA.) STEEL DECK

FILL CORES SOLID W/ GROUT

S1

14S2SCALE: 1" = 1'-0"

DETAIL

O.W.S.J. @ 2'-6"

8"x12"x1" STEEL PLATEw/ 2- 1'-4" LONG 34"Ø NELSONSTUDS FULLY WELDED

14"

PACK BEAMS ENDS SOLID w/NON-SHRINK GROUT

W10x39

SCALE: 1" = 1'-0"

W8x35 BEAM

2'-0

"

15M DOWELS @ 24" c.c.FULLY WELDED TO STEELBEAM

FILL CORES SOLID W/ GROUT

S1

14aS2SCALE: 1" = 1'-0"

DETAIL

8"x12"x58" STEEL PLATE

w/ 2- 12" LONG 12"Ø NELSONSTUDS FULLY WELDED

14"

W16x36

W10x39

1'-4

"1'-0

"

14"

14"

W16x36

S1

17S2SCALE: 1" = 1'-0"

DETAIL

11"x6"x34" STEEL PLATEw/ 4- 34"Ø BOLTS

14"

TYP

2- 38" GUSSETSFULLY WELDED

W16x36

12"x7"x78" STEEL PLATEw/ 4- 34"Ø BOLTS

14"

TYP

2- 38" GUSSETSFULLY WELDED

HSS 5"x5"x14"7"x7"x1" PLATE

14"

TYP

12"x7"x78" STEEL PLATEw/ 4- ANCHOR BOLTS

SEE ANCHOR BOLTDETAIL ON SHEET F2

14"

TYP

PACK BEAMS ENDS SOLID w/NON-SHRINK GROUT

COMPRESSIBLEGASKET AT TOP

16" BOND BEAM LINTELw/ 4 - 15M CONT. BARSFILLED w/ GROUT

C10x15.3@ 36"c.c.

SCALE: 1" = 1'-0"

TYP. CENTRE WALLATTACHMENT @ CHANNEL

SCALE: 1" = 1'-0"

TYP. WALLATTACHMENT @ OWSJ

8"x6"x12" PLATEW/ 2- 58"Øx12" LONG'J' HOOKS @ EACHJOIST6"x1

4" CONT. STEEL PLATE8" LONG 12"Ø NELSONSTUDS @ 48" c.c.FULLY WELDED

S3

13aS2 S4

18S2

6" t

o 18"

S3

13bS2

S1

14bS2SCALE: 1" = 1'-0"

DETAIL

112"x1

12"x316" CONT.

TRIMMER ANGLE

MP5 PILASTER

112" P-3615 (22 GA.)

STEEL DECK

8"x12"x1" STEEL PLATEw/ 2- 1'-4" LONG 34"Ø NELSONSTUDS FULLY WELDED

W16x3614"

14"

FILL CORES SOLID W/ GROUT

1'-4

"

BLOCK WALLOR PARAPET

SCALE: 1" = 1'-0"

8"x6"x12"

PLATE DETAIL

6"

8"1'-0

"

3"

SCALE: 1" = 1'-0"

TYP. WALLATTACHMENT @ OWSJ

S4

19S2

W16x36

2 12" COMPRESSIBLEGASKET

316"

212" LONG

3"x8"x316" BENT PLATE B/Sw/ 2"LONG VERT. SLOTTED HOLE.

w/ 38"Ø HILTI HY270 ADHESIVEANCHORS MIN 31

2" EMBEDMENT

316"

212" LONG

3"x8"x316" BENT PLATE B/Sw/ 2"LONG VERT. SLOTTED HOLE.

w/ 38"Ø HILTI HY270 ADHESIVEANCHORS MIN 31

2" EMBEDMENT

15M DOWELS @ 24" c.c.FULLY WELDED TO STEELBEAM

L 4"x4"x14" CONT.

TRIMMER

L 4"x4"x14" CONT.

TRIMMER

O.W.S.J. @ 2'-6"

0.27 CAL COMBO HILTIX-U (P8) @ 8"c.c.STAGGERED OR 12"Ø BOLTw/ WASHER @ 48"c.c.

BLOCK SOLID

14"

TYP

0.27 CAL COMBO HILTIX-U (P8) @ 8"c.c.STAGGERED OR 12"Ø BOLTw/ WASHER @ 48"c.c.

BLOCK SOLID

24" OWSJ@ 5'-0"

112"x1

12"x316" CONT.

TRIMMER ANGLE

CMU WALL EXPANSION JOINT DETAILSCALE: 34" = 1'-0"

BLOCK LOC EXPANSIONJOINT @ 50'-0"c.c.(ABOVE GRADE)

8" CMU WALL15M VERT B/S OFEXPANSION JOINT. FILL

CORES w/ GROUT ROOFTOP UNITFRAMING

NTS

L4"x4"x14" FRAME

AROUND CURB& OPENING (TYP)

SCALE: 1 12" = 1'-0"

L4"x4"x14" to L4"x4"x1

4"CONNECTION

L4"x4"x14"CUT TO FIT

L4"x4"x14"

14"

SCALE: 1 12" = 1'-0"

L4"x4"x14" to C10x15.4

CONNECTION

L4"x4"x14"CUT TO FIT

14"

C10x15.4

SCALE: 1 12" = 1'-0"

L4"x4"x14" to O.W.S.J.

CONNECTION

L4"x4"x14"

L4"x4"x14"

CUT TO FIT

14"

O.W.S.J.

All drawings, specifications and related documents are the copyright propertyof the Engineer and must be returned upon request. Reproduction of drawings,specifications, and related documents in part or whole is forbidden without the

Engineers' written permission.

The contractor must check and verify all dimensions on the job prior tostart of construction.

DRAWINGS ARE NOT TO BE SCALED

Scale:

REV DATE:

Drawing No.:

Contract No.:

Project No.:

Date:

Approved:Checked:

Checked:Drawn:

Design:

Drawing Title:

Facsimile: (613) 345-0008Telephone: (613) 345-0400

125 Stewart Blvd. Suite 212Brockville, Ont. K6V 4W4

Brockville Centre

RevisionsDateByNo.

www.EastEng.com

5/5/2020

STRUCTURAL DETAILS

B.D.C L.A.F. L.A.F.

B.O'B./GB 2016-12-09

7558

S2

0 B. O'B 2016-12-09 FOR REVIEW

1 B.O'B. 2020 02 27 66% FOR PRICING

2 B.O'B. 2020 03 10 REVISED JOIST DIRECTION

3 B.O'B 2020 03 25 FOR TENDER/PERMIT

4 B.O'B. 2020 04 28 CONSULTANT CO-ORDINATION

Scale:

Horizontal: AS SHOWN

Vertical: AS SHOWN

Project Title:

75 Neelin Street,Carleton Place, Ontario

CARLETON PLACE ARENA

ArchitectLarry Gaines

Tel: (613) 256-3630Fax: (613) 256-0615

e-mail: gaines@bellnet.ca

14 Bridge StreetAlmonte, ON

K0A 1A0

SECTION

C10x15.3 @ 36" c.c. MAX.

SCALE: 14"=1'-0"

EX. 12" CONC.BLOCK WALL

4" CONC. SLAB6x6x6/6 WWMV. BARRIER6" GRAN. 'A' COMPACTED

8" CMU WALL w/15M @ 24" c.c.CORES FILLED WITH GROUT.H.D. BLOK LOK EVERY 2nd.COURSE

S1

10S3

16" BOND BEAM w/ 4 -15M CONT. BARS FILLEDw/ GROUT.

L2"x2"x316" BRIDGING (TYP) 2

LINES OF EQUAL SPACING

EQ EQ EQ.

11

SCALE: 14"=1'-0"SECTION

METAL SIDINGRIGID INSULATION8" CMU WALL w/15M @ 24" c.c.CORES FILLED WITH GROUT.H.D. BLOK LOK EVERY 2nd.COURSE

16" BOND BEAMw/ 4 - 15M CONT. BARSFILLED w/ GROUT.ABOVE DOORS & WINDOWS

16" BOND BEAMw/ 4 - 15M CONT. BARSFILLED w/ GROUT.

FOUND ON UNDISTURBEDSOIL OR SOUND BEDROCK

4 -15M CONT.

C10x15.3 @ 36" c.c. MAX.

FIN. GRADE

S1

9S3

16" BOND BEAMw/ 4 - 15M CONT. BARSFILLED w/ GROUT.

FIN. GRADE

S3

13S2

REFER TOFOUNDATION PLANFOR DETAILS

REFER TOFOUNDATION PLANFOR DETAILS REFER TO

FOUNDATION PLANFOR DETAILS

4 -15M CONT.

6'-0"

S3

13bS2 SLOPE S3

13aS2

LINE OF SOLIDBLOCKING

1 2 5 6 7 8 9 10

48'-6" 5'-712" 48'-614" 40'-5" 8'-834"48'-6"5'-712"18'-712"

SECTION @ GRID LINE 'B'SCALE: 3

32" =1'-0"S1

12S3

SECTION @ GRID LINE 'A'SCALE: 3

32" =1'-0"S1

11S3

16" BOND BEAM w/ 4 -15M CONT. BARS FILLEDw/ GROUT.

8" CMU WALL w/ 15M @ 24" c.c.CORES FILLED WITH GROUT. H.D.BLOK LOK EVERY 2nd. COURSE

16" BOND BEAM w/ 4 -15M CONT. BARS FILLED

w/ GROUT.

8" CMU WALL w/ 15M @ 24" c.c.CORES FILLED WITH GROUT. H.D.

BLOK LOK EVERY 2nd. COURSE

43

32'-914"

125678910

48'-6"5'-712"48'-614"40'-5"8'-834" 48'-6" 5'-712" 18'-712"

16" BOND BEAM w/ 4 -15M CONT. BARS FILLED

w/ GROUT.

8" CMU WALL w/ 15M @ 24" c.c.CORES FILLED WITH GROUT. H.D.

BLOK LOK EVERY 2nd. COURSE

16" BOND BEAM w/ 4 -15M CONT. BARS FILLEDw/ GROUT.

8" CMU WALL w/ 15M @ 24" c.c.CORES FILLED WITH GROUT. H.D.BLOK LOK EVERY 2nd. COURSE

4 3

32'-914"

T/ FOUNDATION

T/ WALL25'-10"

T/ WALL11'-10"

T/ FOUNDATION

T/ WALL25'-10"

T/ WALL11'-10"

-12"

-12"

8" CMU WALL w/ 15M @ 24"c.c. CORES FILLED WITHGROUT. H.D. BLOK LOKEVERY 2nd. COURSE

16" BOND BEAM w/ 4 -15M CONT. BARS FILLEDw/ GROUT.

8" CMU WALL w/ 15M @ 24"c.c. CORES FILLED WITHGROUT. H.D. BLOK LOKEVERY 2nd. COURSE

16" BOND BEAM w/ 4 -15M CONT. BARS FILLEDw/ GROUT.

16" BOND BEAM w/ 4 -15M CONT. BARS FILLEDw/ GROUT.

6" CMU WALL w/ 10M @ 24"c.c.CORES FILLED WITHGROUT.H.D. BLOK LOKEVERY 2nd. COURSE

6" BOND BEAM w/ 2 - 10MCONT. BARS FILLED w/ GROUT.

6" BOND BEAM w/ 2 - 10MCONT. BARS FILLED w/GROUT.

6" CMU WALL w/ 10M @ 24"c.c. CORES FILLED WITHGROUT.H.D. BLOK LOKEVERY 2nd. COURSE

6" BOND BEAM w/ 2 -10M CONT. BARSFILLED w/ GROUT.

WALL TYPE '1' WALL TYPE '4'WALL TYPE '2' WALL TYPE '3'SCALE: 12"=1'-0" SCALE: 12"=1'-0"SCALE: 12"=1'-0" SCALE: 12"=1'-0"

7'-4

1 2"

6'-0

" 7'-4

1 4"

11'-4

"

4'-8

1 2"

8'-8

"

16" BOND BEAM w/4 - 15M CONT.BARS FILLED w/GROUT.

16" BOND BEAM w/4 - 15M CONT.BARS FILLED w/GROUT.

8" CMU WALL w/15M @ 24" c.c.CORES FILLED WITHGROUT. H.D. BLOKLOK EVERY 2nd.COURSE

WALL TYPE '5'SCALE: 14" =1'-0"

11

'-10

"

25

'-10

"

16" BOND BEAM w/4 - 15M CONT.BARS FILLED w/GROUT.

16" BOND BEAM w/4 - 15M CONT.BARS FILLED w/GROUT.

All drawings, specifications and related documents are the copyright propertyof the Engineer and must be returned upon request. Reproduction of drawings,specifications, and related documents in part or whole is forbidden without the

Engineers' written permission.

The contractor must check and verify all dimensions on the job prior tostart of construction.

DRAWINGS ARE NOT TO BE SCALED

Scale:

REV DATE:

Drawing No.:

Contract No.:

Project No.:

Date:

Approved:Checked:

Checked:Drawn:

Design:

Drawing Title:

Facsimile: (613) 345-0008Telephone: (613) 345-0400

125 Stewart Blvd. Suite 212Brockville, Ont. K6V 4W4

Brockville Centre

RevisionsDateByNo.

www.EastEng.com

5/5/2020

WALL ELEVATIONS& SECTIONS

B.D.C L.A.F. L.A.F.

B.O'B./GB 2016-12-09

7558

S3

0 B. O'B 2016-12-09 FOR REVIEW

1 B.O'B. 2020 02 27 66% FOR PRICING

2 B.O'B. 2020 03 10 REVISED JOIST DIRECTION

3 B.O'B 2020 03 25 FOR TENDER/PERMIT

4 B.O'B. 2020 04 28 CONSULTANT CO-ORDINATION

Scale:

Horizontal: AS SHOWN

Vertical: AS SHOWN

Project Title:

75 Neelin Street,Carleton Place, Ontario

CARLETON PLACE ARENA

ArchitectLarry Gaines

Tel: (613) 256-3630Fax: (613) 256-0615

e-mail: gaines@bellnet.ca

14 Bridge StreetAlmonte, ON

K0A 1A0

40'-5"8'-834"

8910

T/ FOUNDATION

T/ BOND BEAM

T/ WALL

6'-0

" 8'-8

"

8" CMU WALL w/ 15M @ 24" c.c.CORES FILLED WITH GROUT. H.D.BLOK LOK EVERY 2nd. COURSE

16" BOND BEAM w/4-15M CONT. BARS

FILLED w/ GROUT.

5'-712" 18'-71

2" 32'-914"

16" BOND BEAM w/ 4-15M CONT.BARS FILLED w/ GROUT.

8" CMU WALL w/ 15M @ 24" c.c.CORES FILLED WITH GROUT. H.D.BLOK LOK EVERY 2nd. COURSE

1234

T/ FOUNDATION

T/ WALL25'-10"

16" LINTEL w/ 2-15M @ TOP &BOTTOM c/w 10M TIES @ 12"c.c.& 6"c.c. AT ENDS

POSITION HALF BLOCKS TOENSURE BLOCK COURSE ABOVEWINDOW IS FILLED SOLID

T/ WALL11'-10

S4

18S2

S4

18S2

S4

18S2

S4

18S2

S4

19S2

W16x36

W16x36

HSS 5"x5"x14"

48'-6"5'-712"

567

T/ FOUNDATION

T/ BOND BEAM

T/ WALL

6'-0

"8'-8

"

16" LINTEL w/ 2-15M @ TOP &BOTTOM c/w 10M TIES @ 12"c.c.

& 6"c.c. AT ENDS

16" BOND BEAM w/ 4-15M CONT.BARS FILLED w/ GROUT.

8" CMU WALL w/ 15M @ 24" c.c.CORES FILLED WITH GROUT. H.D.BLOK LOK EVERY 2nd. COURSE

SECTION @ GRID LINE 'A'SCALE: 14" =1'-0"

All drawings, specifications and related documents are the copyright propertyof the Engineer and must be returned upon request. Reproduction of drawings,specifications, and related documents in part or whole is forbidden without the

Engineers' written permission.

The contractor must check and verify all dimensions on the job prior tostart of construction.

DRAWINGS ARE NOT TO BE SCALED

Scale:

REV DATE:

Drawing No.:

Contract No.:

Project No.:

Date:

Approved:Checked:

Checked:Drawn:

Design:

Drawing Title:

Facsimile: (613) 345-0008Telephone: (613) 345-0400

125 Stewart Blvd. Suite 212Brockville, Ont. K6V 4W4

Brockville Centre

RevisionsDateByNo.

www.EastEng.com

5/5/2020

GRIDLINE 'A'WALL ELEVATIONS

B.D.C L.A.F. L.A.F.

B.O'B./GB 2016-12-09

7558

S4

0 B. O'B 2016-12-09 FOR REVIEW

1 B.O'B. 2020 02 27 66% FOR PRICING

2 B.O'B. 2020 03 10 REVISED JOIST DIRECTION

3 B.O'B 2020 03 25 FOR TENDER/PERMIT

4 B.O'B. 2020 04 29 CONSULTANT CO-ORDINATION

Scale:

Horizontal: AS SHOWN

Vertical: AS SHOWN

Project Title:

75 Neelin Street,Carleton Place, Ontario

CARLETON PLACE ARENA

ArchitectLarry Gaines

Tel: (613) 256-3630Fax: (613) 256-0615

e-mail: gaines@bellnet.ca

14 Bridge StreetAlmonte, ON

K0A 1A0

5'-712"18'-71

2"32'-914"1 2 3 4

16" LINTEL w/ 2-15M @ TOP &BOTTOM c/w 10M TIES @ 12"c.c.& 6"c.c. AT ENDS

T/ FOUNDATION

T/ BOND BEAM

8'-8

"

16" BOND BEAM w/ 4-15M CONT.BARS FILLED w/ GROUT.

8" CMU WALL w/ 15M @ 24" c.c.CORES FILLED WITH GROUT. H.D.BLOK LOK EVERY 2nd. COURSE

T/ FOUNDATION

T/ WALL25'-10"

T/ WALL11'-10

S4

18S2

S4

18S2

S4

18S2

S4

19S2

40'-5" 8'-834"8 9 10

T/ FOUNDATION

T/ BOND BEAM

T/ WALL

6'-0

" 8'-8

"

16" LINTEL w/ 2-15M @ TOP &BOTTOM c/w 10M TIES @ 12"c.c.& 6"c.c. AT ENDS

16" BOND BEAM w/ 4-15M CONT.BARS FILLED w/ GROUT.

48'-6" 5'-712"5 6 7

T/ FOUNDATION

T/ BOND BEAM

T/ WALL

6'-0

" 8'-8

"

SECTION @ GRID LINE 'B'SCALE: 14" =1'-0"

All drawings, specifications and related documents are the copyright propertyof the Engineer and must be returned upon request. Reproduction of drawings,specifications, and related documents in part or whole is forbidden without the

Engineers' written permission.

The contractor must check and verify all dimensions on the job prior tostart of construction.

DRAWINGS ARE NOT TO BE SCALED

Scale:

REV DATE:

Drawing No.:

Contract No.:

Project No.:

Date:

Approved:Checked:

Checked:Drawn:

Design:

Drawing Title:

Facsimile: (613) 345-0008Telephone: (613) 345-0400

125 Stewart Blvd. Suite 212Brockville, Ont. K6V 4W4

Brockville Centre

RevisionsDateByNo.

www.EastEng.com

5/5/2020

GRIDLINE 'B'WALL ELEVATIONS

B.D.C L.A.F. L.A.F.

B.O'B./GB 2016-12-09

7558

S5

0 B. O'B 2016-12-09 FOR REVIEW

1 B.O'B. 2020 02 27 66% FOR PRICING

2 B.O'B. 2020 03 10 REVISED JOIST DIRECTION

3 B.O'B 2020 03 25 FOR TENDER/PERMIT

4 B.O'B. 2020 04 29 CONSULTANT CO-ORDINATION

Scale:

Horizontal: AS SHOWN

Vertical: AS SHOWN

Project Title:

75 Neelin Street,Carleton Place, Ontario

CARLETON PLACE ARENA

ArchitectLarry Gaines

Tel: (613) 256-3630Fax: (613) 256-0615

e-mail: gaines@bellnet.ca

14 Bridge StreetAlmonte, ON

K0A 1A0

15'-11"

SECTION @ GRID LINE '5', '6', '7' & '8'SCALE: 14" =1'-0"

A B

8" CMU WALL w/ 15M @ 24"c.c. CORES FILLED WITHGROUT. H.D. BLOK LOK EVERY2nd. COURSE

16" BOND BEAM w/4-15M CONT. BARSFILLED w/ GROUT.

A A

SECTION @ GRID LINE '1'SCALE: 14" =1'-0"

SECTION @ GRID LINE '2'SCALE: 14" =1'-0"

BB

8" CMU WALL w/ 15M @ 24"c.c. CORES FILLED WITHGROUT. H.D. BLOK LOK EVERY2nd. COURSE

POSITION HALF BLOCKS TOENSURE BLOCK COURSE ABOVEWINDOW IS FILLED SOLID

16" BOND BEAM w/4-15M CONT. BARS

FILLED w/ GROUT.

16" BOND BEAM w/4-15M CONT. BARS

FILLED w/ GROUT.

8" CMU WALL w/ 15M @ 24"c.c. CORES FILLED WITHGROUT. H.D. BLOK LOK EVERY2nd. COURSE

16" BOND BEAM w/4-15M CONT. BARS

FILLED w/ GROUT.

SECTION @ GRID LINE '3'SCALE: 14" =1'-0"

A B

8" CMU WALL w/ 15M @ 24"c.c. CORES FILLED WITHGROUT. H.D. BLOK LOK EVERY2nd. COURSE

16" BOND BEAM w/4-15M CONT. BARSFILLED w/ GROUT.

16" LINTEL w/ 2-15M @ TOP& BOTTOM c/w 10M TIES @

12"c.c. & 6"c.c. AT ENDS

16" LINTEL w/ 2-15M @ TOP& BOTTOM c/w 10M TIES @

12"c.c. & 6"c.c. AT ENDS

8'-9

1 2"

1'-4

"11'-2

1 2"

1'-4

"

15'-11"15'-11"

15'-11"

FILL CORES UNDERWINDOW SOLIDW/ GROUT (TYP)

W16x36

W16x36

HSS 5"x5"x14"

A

SECTION @ GRID LINE '4'SCALE: 14" =1'-0"

B

8" CMU WALL w/ 15M @ 24"c.c. CORES FILLED WITHGROUT. H.D. BLOK LOK EVERY2nd. COURSE

16" BOND BEAM w/4-15M CONT. BARS

FILLED w/ GROUT.

16" BOND BEAM w/4-15M CONT. BARS

FILLED w/ GROUT.

8'-9

1 2"

1'-4

"11'-2

1 2"

1'-4

"

15'-11"

W10x39

EX. BUILDINGEX. BUILDINGEX. BUILDING

TYP. SECTIONSCALE:3

16"=1'-0"

20" OWSJ @ 2'-6" c.c.W/ 4" CONC. SLAB ON

22 GA. 1 12" COMPOSITEDECK W/ 6x6x6/6 WWM

24" OWSJ @ 5'-0" c.c.22 GA. 1 12" METAL PAN

A

TYP. SECTIONSCALE: 3

16"=1'-0"

24" OWSJ @ 5'-0" c.c.22 GA. 1 12" METAL PAN

A

S1

15S6

S1

16S6

B B

20" OWSJ @ 2'-6" c.c.W/ 4" CONC. SLAB ON

22 GA. 1 12" COMPOSITEDECK W/ 6x6x6/6 WWM

S6

14bS2

S6

14bS2

HSS 5"x5"x14"

W16x36

W16x36

HSS 6"x6"x516"

S6

14aS2

W10x39

S6

14S2

sim

S6

14S2

All drawings, specifications and related documents are the copyright propertyof the Engineer and must be returned upon request. Reproduction of drawings,specifications, and related documents in part or whole is forbidden without the

Engineers' written permission.

The contractor must check and verify all dimensions on the job prior tostart of construction.

DRAWINGS ARE NOT TO BE SCALED

Scale:

REV DATE:

Drawing No.:

Contract No.:

Project No.:

Date:

Approved:Checked:

Checked:Drawn:

Design:

Drawing Title:

Facsimile: (613) 345-0008Telephone: (613) 345-0400

125 Stewart Blvd. Suite 212Brockville, Ont. K6V 4W4

Brockville Centre

RevisionsDateByNo.

www.EastEng.com

5/5/2020

WALL ELEVATIONSSECOND FLOOR PLAN

& SECTIONS

B.D.C L.A.F. L.A.F.

B.O'B./GB 2016-12-09

7558

S6

0 B. O'B 2016-12-09 FOR REVIEW

1 B.O'B. 2020 02 27 66% FOR PRICING

2 B.O'B. 2020 03 10 REVISED JOIST DIRECTION

3 B.O'B 2020 03 25 FOR TENDER/PERMIT

4 B.O'B. 2020 04 29 CONSULTANT CO-ORDINATION

Scale:

Horizontal: AS SHOWN

Vertical: AS SHOWN

Project Title:

75 Neelin Street,Carleton Place, Ontario

CARLETON PLACE ARENA

ArchitectLarry Gaines

Tel: (613) 256-3630Fax: (613) 256-0615

e-mail: gaines@bellnet.ca

14 Bridge StreetAlmonte, ON

K0A 1A0