second floor plan - Argue Construction
Transcription
second floor plan - Argue Construction
3200 38mm DEEP VICWEST HB938, 0.91mm THICK COMPOSITE FLOOR SYSTEM 150 CONCRETE FLOOR SLAB TO BE POURED UP TO EXISTING WALL FACE BEAM CONNECTED TO POST w/ (2) SIMPSON STRONG TIE ACE6 CONNECTORS PER POST A NEW HAND RAIL AS PER ARCH. FASTENED AS PER DETAIL 7-S2 PLANNING AND INFRASTRUCTURE PORTFOLIO INFRASTRUCTURE SERVICES DEPARTMENT DESIGN AND CONSTRUCTION - BUILDINGS & PARKS BRANCH ________________________________________________________________ PORTEFEUILLE DE L'URBANISME ET DE L'INFRASTRUCTURE DIRECTION DE CONCEPTION ET DE CONSTRUCTION - IMMEUBLES ET DES PARCS 8950 (4) 38x235 LAMINATED WOOD BEAM (4) 38x235 LAMINATED WOOD BEAM FOR / POUR B FLOOR TO HAVE 102x102x13 ANGLE CLOSER ALONG 3 SIDES Jp2g Consultants Inc. . ENGINEERS CONCRETE FLOOR SLAB (30MPA @ 28 DAYS) TO BE 101mm TOTAL THICKNESS INCLUDING DECKING PLANNERS . PROJECT MANAGERS 1150 MORRISON DRIVE, SUITE 410, OTTAWA, ON K2H 8S9 PHONE: 613-828-7800 FAX: 613-828-2600 2140123A C 1900 THE ENGINEER WAVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FORM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHER FAILURE TO OBTAIN AND/OR FOLLOW THE ENGINEER'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICT WHICH ARE ALLEGED. _________________________________________________________________________________ 1 TOUTE DE FAISANT SUITE AU NON RESPECT DES PLANS, DEVIS ET DE L'INTENTION DU CONCEPT QU'ILS INDIQUENT OU DE TOUS LES POUVANT DU D'OBTENIR ET/OU DE SUIVRE LES CONSEILS DE EN CE QUI CONCERNE LES ERREURS, 2 BEAM CONNECTED TO POST w/ (2) SIMPSON STRONG TIE AC6 CONNECTORS PER POST ROOF STRUCTURE TO BE 38x235 WOOD JOIST @ 400 c/c CONNECTED TO MAIN BEAMS w/ SIMPSON STRONG TIE HU214 JOIST HANGERS TYPICAL c/w 19mm THK PLYWOOD SHEATHING 1 S-3 SECOND FLOOR PLAN SCALE: 1:100 GENERAL NOTES 1. CARRY OUT ALL WORK IN ACCORDANCE W/ OBC 2012 AND THE ONT. CONSTN. SAFETY ACT AND REGULATIONS. (LATEST REVISIONS & LOCAL BY-LAWS APPLY). 2. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING AND VERIFYING ALL DIMENSIONS WITH RESPECT TO SITE CONDITIONS AND ALL MATERIALS RELEVANT TO THE PROJECT. ANY DISCREPANCY SHALL BE REPORTED TO THE ENGINEER. 3. ADDITIONAL DRAWINGS MAY BE ISSUED FOR CLARIFICATION TO ASSIST PROPER EXECUTION OF WORK. SUCH DRAWINGS WILL HAVE THE SAME MEANING AND INTENT AS IF THEY WERE INCLUDED WITH THE CONTRACT DOCUMENTS. 4. OBTAIN ALL DIMENSIONS AND DETAILS OF EXISTING WORK IN FIELD AND INCORPORATE SAME INTO NEW CONSTRUCTION, IF DETAILS VARY FROM WHAT IS ASSUMED IN DRAWING CONTACT ENGINEER IMMEDIATELY. 5. ALL REQUIREMENTS FOR ALL TRADES OR SERVICES EFFECTING THE STRUCTURE; SHALL BE ESTABLISHED IN CONSULTATION WITH CORRESPONDING MANUFACTURERS OR SUPPLIERS AND THE ENGINEER. 6. REPORT ANY DEVELOPING PROBLEMS TO THE ENGINEER AND OBTAIN NECESSARY INSTRUCTION BEFORE PROCEEDING WITH WORK. 1 ISSUED FOR TENDER AND BUILDING PERMIT 2014/10/09 I.J. - ISSUED FOR CLIENT REVIEW 2014/09/25 I.J. - ISSUED FOR 75% REVIEW 2014/09/12 I.J. MILESTONE / FAIT SAILLANT (Y/M/D) DATE: (A/M/J) INITIALS INITIALES FORMWORK, FALSEWORK, AND OTHER TEMPORARY WORKS 7. PROVIDE ALL ADEQUATE SHORING FOR THE SAFE COMPLETION OF THE WORK. ASSUME RESPONSIBILITY TO DESIGN AS WELL AS TO ERECT, MAINTAIN AND EVENTUALLY REMOVE ALL THE TEMPORARY WORKS NECESSARY FOR CARRYING OUT OF THIS CONTRACT. 8. MAKE ADEQUATE PROVISIONS FOR CONSTRUCTION STRESSES AND FOR SUFFICIENT TEMPORARY BRACING TO KEEP THE STRUCTURE PLUMB AND IN TRUE ALIGNMENT AT ALL PHASES OF WORK UNTIL COMPLETION (INCLUDING MASONRY WALLS, AND FLOOR DECKS, ETC.). ANY BRACING MEMBERS SHOWN ON PLANS ARE THOSE REQUIRED FOR THE FINISHED STRUCTURE AND MAY NOT BE SUFFICIENT FOR ERECTION PURPOSES. NUMBER/ I.JOHNSON E.SCHULZ J.SCHULZ AS NOTED 9. SUPPORT AFFECTED STRUCTURES AND, IF SAFETY OF STRUCTURE BEING DEMOLISHED OR ADJACENT STRUCTURES OR SERVICES APPEARS TO BE ENDANGERED, TAKE PREVENTATIVE MEASURES, STOP WORK AND IMMEDIATELY NOTIFY ENGINEER. DEMOLITION 10.ALL DEMOLITION WORK TO BE IN ACCORDANCE WITH CSA S350 [M1980(R1998)], CODE OF PRACTICE FOR SAFETY IN DEMOLITION OF STRUCTURES. DETAIL NUMBER 1 DRAWING TITLE A1.1 SCALE: SHEET NUMBER 11.PROVIDE WEATHER TIGHT CLOSURES TO OPENINGS IN FLOORS AND ROOFS. 12.PROVIDE DUST TIGHT SCREENS PARTITIONS TO LOCALIZE DUST GENERATING ACTIVITIES, AND FOR PROTECTION OF WORKERS, FINISHED AREAS OF WORK AND PUBLIC. 13.PROVIDE PROTECTION FOR FINISHED AND PARTIALLY FINISHED BUILDING FINISHES AND EQUIPMENT DURING PERFORMANCE OF WORK. 14.PROVIDE NECESSARY SCREENS, COVERS, AND HOARDINGS. CONCRETE 15.ALL CONCRETE TO BE IN ACCORDANCE WITH CAN/CSA A23.1&2. 16.ALL REINFORCING TO BE IN ACCORDANCE WITH CAN/CSA G30.18 GRADE 400. THIS DRAWING IS THE PROPERTY OF THE CITY OF OTTAWA AND ALL COPYRIGHT IS RESERVED. DIMENSIONS ON DRAWING ARE FOR ESTIMATING PURPOSES ONLY. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR AND SUB-CONTRACTOR OR CONSULTANT TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE. NOTIFY OWNER OF ANY ERRORS OR OMISSIONS PRIOR TO COMMENCING THE WORK. DO NOT SCALE THE DRAWINGS. DE LA VILLE D'OTTAWA ET TOUT DROIT FINS D'ESTIMATION SEULEMENT. IL SOUS-CONTRACTANT OU CONSULTANT ET LES CONDITIONS SUR LE CHANTIER. DE TOUTE ERREUR OU OMISSION AVANT D'ENTAMER LES TRAVAUX. NE 17.CEMENT: TO CAN/CSA A3001, TYPE GU. ARCHITECT / ARCHITECTE CONSULTANT / EXPERT-CONSEIL CONSULTANT / EXPERT-CONSEIL CONSULTANT / EXPERT-CONSEIL 18.PROTECT PREVIOUS WORK FROM STAINING. 19.DIVERT UNUSED CONCRETE MATERIALS FROM LANDFILL TO LOCAL FACILITY AS REVIEWED BY DEPARTMENTAL REPRESENTATIVE. STRUCTURAL STEEL 20. ALL MATERIALS, COMPONENTS AND WORKMANSHIP SHALL CONFORM TO CURRENT CSA S16 LATEST REVISION APPLIES. 21. ALL STRUCTURAL STEEL TO BE OF NEW MATERIAL, CONFORMING TO CSA STANDARD G40.20 AND G40.12-M92 - GRADE 350W, CLASS H. 22. FIELD AND SHOP CONNECTIONS SHALL BE WELDED OR HIGH TENSILE BOLTED (ASTM 325). 23. WELDING SHALL CONFORM TO LATEST CSA SPECIFICATION W59 AND BE UNDERTAKEN BY A FABRICATOR APPROVED BY THE CANADIAN WELDING BUREAU TO THE REQUIREMENTS OF CSA W47.1. 24. MINIMUM SIZE OF WELDS SHALL BE 5MM EXCEPT FOR SEAL WELDS. 25. ALL EXPOSED WELDS SHALL BE CONTINUOUS AND GROUND SMOOTH. 26. DO NOT CUT OPENINGS IN STRUCTURAL STEEL WITH APPROVAL OF THE ENGINEER. 27. STRUCTURAL STEEL MEMBERS SHALL NOT BE SPLICED UNLESS APPROVED BY THE ENGINEER. OCT. 9, 2014 FLOOR DECKING 28. ALL FLOOR DECKING TO BE DESIGNED TO CSA S136 AND CSSBI 12M, STANDARD FOR STEEL FLOOR DECK. 29. ALL DECKING SHALL BE GALVANIZED TO Z275 (G90) AND IN ACCORDANCE WITH ASTM A 653M. 30. CLOSURES: IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 31. COVER PLATES, CELL CLOSURES AND FLASHINGS: STEEL SHEET WITH MINIMUM BASE STEEL THICKNESS OF 0.91 MM. METALLIC COATING SAME AS DECK MATERIAL. 32. COMPANIES TO BE CERTIFIED UNDER DIVISION 1 OR 2.1 OF CSA W47.1 FOR FUSION WELDING OF STEEL AND/OR CSA W55.3 FOR RESISTANCE WELDING. PROJECT / LOCATION / PROJET / ENDROIT 33. BUTT ENDS: TO 1.5 TO 3 MM GAP. INSTALL STEEL COVER PLATES OVER GAPS WIDER THAN 3 MM. BUILDING RENOVATIONS CITY OF OTTAWA FORESTRY SERVICES 34. LAP ENDS: TO 50 MM MINIMUM. 35. IMMEDIATELY AFTER DECK IS PERMANENTLY SECURED IN PLACE, TOUCH UP METALLIC COATED TOP SURFACE WITH COMPATIBLE PRIMER WHERE BURNED BY WELDING. 125 WALGREEN RD. OTTAWA, ONTARIO 36. INSTALL CONNECTIONS IN ACCORDANCE WITH CSSBI RECOMMENDATIONS AS INDICATED. DRAWING / DESSIN 37. UNFACTORED OCCUPANCY LOAD = 4.8KPA. BEARING SOILS 38. ALL SOILS UNDER FOOTINGS ARE DESIGNED TO WITHSTAND 100KPA PRESSURE AND WILL NEED TO BE CONFIRMED ON-SITE BY A GEOTECHNICAL ENGINEER. CONTRACTOR TO INCLUDE ALL COSTS IN TENDER PRICE. SECOND FLOOR PLAN AND GENERAL NOTES SHEET NO. / FEUILLE No. / 14-54 S-3