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
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