GENERAL NOTES ABBREVIATIONS DRAWING THEME STRUCTURAL DRAWING LIST SUBMITTALS S101 GENERAL NOTES SOUTH DYKE RIVERFRONT WALKWAY

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1 GENERAL NOTES ABBREVIATIONS DRAWING THEME SUBMITTALS STRUCTURAL DRAWING LIST GENERAL NOTES S0

2 LETTERS OF ASSURANCE TENDER DOCUMENTS DESIGN BY CONTRACTORS TEMPORARY AND ANCILLARY WORKS AND SITE SAFETY FIELD REVIEW BY GLOTMAN-SIMPSON SITE CONDITIONS AND CONTRACTOR REQUESTED CHANGES SPECIALTY STRUCTURAL ENGINEER GENERAL NOTES S0

3 CONTRACTOR AS BUILDER CONSTRUCTION AND QUALITY CONTROL DESIGN PARAMETERS BUILDING ENVELOPE VERIFICATION OF CONSTRUCTION BY OTHERS SECONDARY AND ARCHITECTURAL BUILDING COMPONENTS GENERAL GENERAL NOTES S0

4 STEEL PIPE PILES SPECIALTY PRODUCTS USED IN DESIGN GEOTECHNICAL CONSULTANT MATERIALS CONSULTANT FOUNDATION AND SOILS WORK CONCRETE MATERIALS GENERAL NOTES S04

5 STRUCTURAL DEFLECTIONS STRUCTURAL STEEL GENERAL NOTES S05

6 PIER 0 PIER 0 LOOK OUT SEE DRAWINGS S0, S50 SEE DRAWINGS S0, S50 SEE DRAWINGS S0, S50 SITE PLAN :500 SITE PLAN :500 S00

7 ELEV S50 ALL MEMBERS HD GALVANIZED S50 OPP ELEV ± 500 SEE ARCH 450 HSS 0x0x6.4 S60 HSS 0x0x6.4 S50 HSS 0x0x6.4 HSS 0x0x6.4 STEEL GRATING BY OTHERS HSS 0x0x6.4 PILE BY OTHERS SEE GEOTECH. HSS 0x0x6.4 HSS 0x0x6.4 S60 HSS 5x5x6.4 ± 4600 SEE ARCH S50 ELEV EQUAL SPACES 6 EQUAL SPACES ± 000 SEE ARCH ± 8000 SEE ARCH 00 MAX PIER # 0 CONNECTED TO TIMBER PILES AT SHORE SEE /S60 PIER 0 AT ZONE A & PIER 0 AT ZONE B PLAN :50 :50 S0

8 S50 ELEV ± 8000 SEE ARCH STEEL GRATING BY OTHERS S60 ELEV S50 00 MAX 8 EQUAL SPACES W0x ± 4600 SEE ARCH HSS 5x5x MAX ± 500 SEE ARCH SEE GEOTECH. S50 ELEV ALL MEMBERS HD GALVANIZED LOOK-OUT AT ZONE A PLAN :50 LOOK-OUT AT ZONE A PLAN :50 S0

9 ALL MEMBERS HD GALVANIZED Cf=Tf=50kN Cf=Tf=50kN TOP CHORD DIAGONAL Cf=Tf=50kN VERTICAL U/N Cf=Tf=50kN - Cf=Tf=50kN SLIDING CONNECTION S60 BOTTOM CHORD S60 S60 PILE BY OTHERS RETAINING WALL BY OTHERS PILE BY OTHERS SEE PLAN FOR SPACES 8 EQUAL SPACES - ELEVATION :50 PIER # 0 CONNECTED TO TIMBER PILE AT SHORE SEE /S60 TOP CHORD -SEE /- TOP CHORD HSS 5x5x6.4 SIDE VERTICAL -SEE /- SEE ARCH. 50 MAX. SIDE DIAGONAL -SEE /- FLOOR BRACE -SEE PLAN Cf=Tf=00kN BOTTOM CHORD HSS 5x5x6.4 Cf=Tf=50kN Cf=Tf=00kN BOTTOM CHORD -SEE /- 4 EQUAL SPACES - SECTION :50 - ELEVATION :50 :50 S50

10 ALL MEMBERS HD GALVANIZED DIAGONAL VERTICAL U/N TOP CHORD HSS 5x5x6.4 Cf=Tf=50kN HSS 5x5x6.4 Cf=Tf=50kN BOTTOM CHORD S0 ELEVATION :50 DIAGONAL Cf=Tf=50kN VERTICAL U/N Cf=Tf=50kN TOP CHORD HSS 5x5x6.4 TOP CHORD HSS 5x5x6.4 Cf=Tf=00kN Cf=Tf=50kN HSS 5x5x6.4 Cf=Tf=00kN HSS 5x5x6.4 Cf=Tf=00kN HSS 5x5x6.4 Cf=Tf=00kN BOTTOM CHORD HSS 5x5x6.4 BOTTOM CHORD S0 ELEVATION :50 S0 ELEVATION :50 LOOK-OUT AT ZONE A ELEVATIONS :50 S50

11 HSS BEYOND 0x50x50 PLATE SHIM AS REQUIRED 5 PLATE 0x50x50 PLATE 0x600x600 PLATE C/W 8-0Ø x 50 NELSON STUDS 5 TEFLON LAYER GLUED TO TOP PLATE STAINLESS STEEL POLISHED PLATE GLUED TO BOTTOM PLATE PILE BY OTHERS S0 SECTION AT PILE CONNECTION :0 50 CLR. FROST DEPTH SEE GEOTECHNICAL WP 76 CLR xto SUIT x 900 HIGH MIN. 5M@00 HE E/W TOP & BOTTOM HSS -SEE PLAN S0 DETAIL CONNECTION :0 S0 SLIDING CONNECTION AT DYKE SIDE AT PIER 0 :0 SECTIONS AND DETAILS :0 S60

12 0x50x50 PLATE SHIM AS REQUIRED 5 PLATE HSS BEYOND HSS -SEE PLAN 0x50x50 PLATE SHIM AS REQUIRED 5 PLATE 5 Vf = 00kN 5 0 GALVANIZED PLATE BENT TO MATCH PILE C/W -9Ø x50 LONG GALVANIZE LAG SCREWS PILE BY OTHERS TIMBER PILE SEE GEOTECH. - PIER # 0 - CONNECTION TO TIMBER PILES AT SHORE :0 S0 SECTION AT W BEAM CONNECTION :0 SECTIONS AND DETAILS :0 S60

13 ANCHOR BOLTS -SEE TABLE PILASTER 900x900 R/W VERT C/W 0M + -0M EXTRA TOP - GROINED SOILS (WITH SPT < ) -SEE GEOTECHNICAL REPORT - SOIL BEARING CAPACITY = 5 kpa SEE ARCH. 450 MIN. SOIL 600 DP REINFORCED LIGHT WEIGHT FILL SEE GEOTECHNICAL REPORT NATURAL SOIL FOOTING 800x800 x00 DP R/W B5M-HE@00 E/W TOP & BOTTOM 00 DP FOOTING POLE SIZE 0 x 0 x4000 HIGH 5 x 5 x6000 HIGH 5 x 5 x7500 HIGH BOLT CIRCLE SPACING SEE TABLE OR AS PER MANUFACTURERS SPECIFICATIONS MINIMUM PILASTER EMBEDMENT SEE TABLE PILASTER SIZE 560 DIA SONOTUBE OR 50x50 SQ. R/W 6-5M VERTS 60 DIA SONOTUBE OR 400x400 SQ. R/W 8-5M VERTS 660 DIA SONOTUBE OR 450x450 SQ. R/W 0-5M VERTS MINIMUM PILASTER EMBEDMENT LAMP STANDARD BY OTHERS SEE TABLE FOR SIZE ANCHOR BOLTS TO BE A07 BOLTS - SEE TABLE FOR SIZE AND SPACING 0mm CHAMFER CONC PILASTER SEE TABLE 0M 00 C/W 75 TOP FINISH GRADE SEE TABLE FOR VERT REINF FREE DRAINING GRANULAR FILL COMPACTED TO 95 % STANDARD PROCTOR DENSITY AND TO THE APPROVAL OF GEOTECHNICAL ENGINEER MINIMUM ALLOWABLE SOIL BEARING PRESSURE 500 PSF GEOTECHNICAL ENGINEER TO CONFIRM ON SITE MINIMUM BOLT CIRCLE SPACING ANCHOR BOLTS 4-0 DIAx 550 LG. 4-0 DIAx 750 LG. 4-5 DIAx 900 LG. 50 x 50 x0500 HIGH 70 DIA SONOTUBE OR 50x50 SQ. R/W 8-0M VERTS DIAx 900 LG. NOTES: - ANCHOR BOLTS TO BE A07 MIN - DESIGN FOR WIND LOAD OF q00=6.0 PSF - DESIGN WIND FORCE CALCULATED AS PER FIGURE I-4 IN SUPPLEMENT TO THE NBCC SQUARE PILASTERS TO BE FORMED - ICAL LAMP STANDARD BASE DETAIL NTS GSC-LSCA-4 / SECTIONS AND DETAILS AS SHOWN S60