STEPPING STONES DAYCARE NEW LISKEARD PUBLIC SCHOOL

Transcription

1 STEPPING STONES DAYCARE NEW LISKEARD PUBLIC SCHOOL JLR JOB NO ISSUED FOR TENDER DECEMBER 22, 2014 COVERS AND DRAWING LISTS STRUCTURAL 000 COVER SHEET S100 GENERAL NOTES, FLOOR PLAN & DETAILS ARCHITECTURAL MECHANICAL A001 A002 A100 A150 A500 A700 A800 A801 A850 A900 A950 OBC REVIEW & OBC MATRIX PHASING PLAN & HOARDING PLAN, FIRE SEPARATION PLAN & WALL TYPES EXISTING & ALTERED GROUND FLOOR PLANS PARTIAL GROUND FLOOR PLANS, FLOOR FINISH PLAN & WASHROOM ACCESSORIES SECTION DETAILS EXISTING & ALTERED REFLECTED CEILING PLANS MILLWORK ELEVATIONS MILLWORK ELEVATIONS MILLWORK SECTIONS AND DETAILS WINDOW TYPES, DOOR TYPES, DOOR SCHEDULE & ROOM FINISH SCHEDULE SPECIFICATION NOTES M001 MECHANICAL SPECIFICATIONS M100 PLUMBING AND FIRE PROTECTION PLAN - DEMOLITION AND ALTERED M200 VENTILATION PLAN - DEMOLITION AND ALTERED M201 SCHEDULES AND DETAILS ELECTRICAL E100 ELECTRICAL DEMOLITION LAYOUTS E200 ELECTRICAL ALTERED LAYOUTS E300 ELECTRICAL SPECIFICATIONS

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14 1. GENERAL NOTES: A. ALL CONSTRUCTION SHALL BE IN STRICT COMPLIANCEWITH THE LATEST EDITION OF THE ONTARIO BUILDING CODEAND ALL LOCAL BY-LAWS, ACTS AND ORDINANCES. +/-13'-11" CLEAR OPENING 5'-0" CLEAR OPENING W8x18 (2) L3 1 2" x 3 1 2" x 1 4" (2) L3 1 2" x 3 1 2" x 1 4" 3'-4" CLEAR OPENING 3'-4" CLEAR OPENING (2) L3 1 2" x 3 1 2" x 1 4" ASSUMED SECOND FLOOR AND ROOF FRAMING DIRECTION ABOVE STANDARD SINGLE CLIP CONNECTION 5'-10" CLEAR OPENING NOTE: W8x18 TOP OF STEEL ELEVATION = 10'-2"+/- ABOVE FINISHED FLOOR (AT NEAREST AVAILABLE GROUT LINE) EXISTING 8" CONCRETE MASONRY UNIT B. ALL MATERIALS AND/OR ASSEMBLIES LISTED ON THIS PROJECT SHALL BE IN COMPLIANCE WITH THE PERFORMANCE RATINGS OF THE NATIONAL BUILDING CODE AND/OR APPLICABLE REQUIREMENTS OF ALL APPROVED AGENCIES. C. ALL WORKMANSHIP AND MATERIALS EMPLOYED ON THIS PROJECT SHALL BE IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS OF THE CANADIAN STANDARDS ASSOCIATION. D. ALL WORKMANSHIP SHALL BE IN COMPLIANCE WITH GOOD TRADE PRACTICES. E. ALL MATERIALS SHALL BE NEW AND OF GOOD QUALITY. F. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY AT THE PLACE OF WORK AND FOR COMPLIANCE WITH THE RULES, REGULATIONS AND PRACTICES REQUIRED BY THE APPLICABLE CONSTRUCTION HEALTH AND SAFETY LEGISLATION AND SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE WORK. G. THE CONTRACTOR MUST VERIFY ALL INFORMATION AND DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. DIMENSIONS ALWAYS GOVERN OVER SCALED MEASUREMENTS. H. WORK AREA TO BE CLEANED ONCE WORK IS COMPLETED. KEY PLAN N.T.S. AREA OF WORK ASSUMED SECOND FLOOR AND ROOF FRAMING DIRECTION ABOVE 7'-7" CLEAR OPENING W8x18 W8x18 14'-3" CLEAR OPENING W8x18 ELEV. 7'-2" +/- ABOVE FINISHED FLOOR (COORDINATE WITH DOOR SUPPLIER) 3 16 " 3 16 " 2" - 8" 2" - 8" I. REPAIR ANY DAMAGE TO SURROUNDING STRUCTURE AND FURNISHINGS CAUSED BY WORK, AT NO COST TO THE OWNER. J. SEE ARCHITECTURAL FOR DIMENSIONS. 2. STRUCTURAL STEEL: A. FABRICATION AND ERECTION TO COMPLY WITH REQUIREMENTS OF CSA STANDARD CAN/CSA S B. HOT ROLLED STRUCTURAL SECTIONS & PLATES - GRADE 300W MINIMUM, TO CAN/CSA-G C. WELDING MATERIALS - CONFORMING TO CSA W59-13 AND SUITABLE FOR USE INTENDED. FILE OR GRIND WELDS SMOOTH AND FLUSH WHERE EXPOSED TO VIEW AND WHERE SPECIFICALLY INDICATED ON DRAWINGS. NOT FOR CONSTRUCTION (2) 3 1 2" x 3 1 2" x 1 4" D. FIT JOINTS AND INTERSECTING MEMBERS ACCURATELY. MAKE WORK IN TRUE PLANES WITH ADEQUATE FASTENING. FOR PRICING INFORMATION ONLY 1 S100 PARTIAL MAIN FLOOR PLAN SCALE: 1/8" = 1'-0" 2 S100 LINTEL DETAIL SCALE: 1 1/2" = 1'-0" 3. MASONRY: A. ALL MASONRY CONSTRUCTION TO CONFORM TO CSA-A "MASONRY CONSTRUCTION FOR BUILDINGS". ALL STRUCTURAL LOAD BEARING WALLS SHALL BE CONSTRUCTED FROM BLOCK UNITS HAVING A STRENGTH OF 15MPa BASED ON NET AREA. MORTAR SHALL BE TYPE S. B. MASONRY UNITS TO BE LAID WITH FULL HEAD AND BED JOINTS. C. HORIZONTAL JOINT REINFORCING TO MATCH EXISTING. D. GROUT SOLID MASONRY UNITS AT LINTEL SUPPORTS TO FOOTINGS. ALL GROUTED MASONRY SHALL BE IN ACCORDANCE TO ARTICLE 5.9 OF CSA-A GROUT STRENGTH TO BE 20 MPa. E. THE GROUT TO CONFORM TO CSA STANDARD A AND SHALL BE OF POURABLE CONSISTENCY. FILLING OF BLOCK UNITS WITH MORTAR IS NOT ACCEPTABLE. 4. BEARING ON MASONRY: 0 ISSUED FOR TENDER 22/12/14 This drawing is copyright protected and may not be reproduced or used for purposes other than execution of the described work without the express written consent of J.L. Richards & Associates Limited. A. BEAMS AND LINTELS SHALL HAVE MINIMUM LENGTH OF BEARING OF 8" UNLESS OTHERWISE NOTED. 5. TEMPORARY SHORING: A. FRAMING ABOVE TO BE ADEQUATELY SHORED DURING LINTEL CONSTRUCTION. 6. DESIGN CRITERIA A. SECOND FLOOR (12'-8" +/- ESTIMATED FINISHED FLOOR ELEVATION) LOADING: SCALE: CLIENT: AS NOTED OCCUPANCY: 50 psf FLOOR DEAD LOAD: 50 psf PARTITION LOAD: 21 psf MECH/ELEC: 10 psf CONSULTANT: File Location: P:\26000\ Stepping Stone Daycare at NLPS\JLR DWG\Struct\S100 GENERAL NOTES, FLOOR PLAN & DETAILS.dwg B. ROOF LOADING: SNOW: 46.8 psf (UNIFORM) DEAD: 20 psf MECH/ELEC: 10 psf C. MAXIMUM DEFLECTION: L/480 (LIVE LOAD) CONSULTANT: PROFESSIONAL STAMP PROJECT: STEPPING STONES DAYCARE NEW LISKEARD PUBLIC SCHOOL DRAWING: 141 DYMOND AVE., NEW LISKEARD, ON GENERAL NOTES, FLOOR PLAN & DETAILS DESIGN: DRAWN: CHECKED: JLR #: SR DCJ SR PROJECT NORTH DRAWING #: S100 December 19, :20:43 PM PLOT DATE:

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