Exterior Wayfinding Signage Specifications and Details

Transcription

1 Exterior Wayfinding Signage Specifications and Details 05/28/12

2 Sheet Number Sheet List Sheet Name 01 title and drawing list 02 typography, colours and pictograms 03 sign design - overview 04 sign design - graphic design details 05 sign design - graphic design details - cont 06 sign construction - sections 07 sign construction - details 08 general notes Sign No. 1 Vehicular - Main Gateway sign: Sign No. 1 - Main Gateway 01 name: title and drawing list

3 core colours clear anodized coating application: sign structure PANTONE 185 C application: pinstrip, arrows PANTONE 426 C application: text, crest - monochromatic PANTEONE 7541 C application: background, crest - reversed monochromatic gary oak motif - digital file is to be delivered by University of Victoria samples of typeface family arrow style and arrow size in relation to text height x 1/2X 1/2X 1/2X University of Victoria Logo, horizontal standard varies full colur opaque monochromatic opaque monochromatic reversed sign: Sign No. 1 - Main Gateway 02 name: typography, colours and pictograms

4 0.60 m 0.36 m 0.63 m 0.49 m 0.60 m 1.48 m 2.07 m side front side 4.14 m 4.00 m gateway sign scale 1:20 back sign: Sign No. 1 - Main Gateway 03 name: sign design - overview

5 Back panel (not shown here) to be one piece, digitally printed vinyl protected with anti-graffiti, optically clear overlaminate. Aluminum panel thickness to be 3.2mm Clear acrylic (pictograms): Plaskolite OPTIX, Chemcast GP or equivalent First surface prints: Vinyl: 3M IJ180, MPI 2005 or equivalent Overlaminate: 3M 8914, Avery DOL 6060 or equivalent. 2nd surface prints: CAV-50 reverse print - i/w/i (2nd surface) Overlaminate: 3M 8914, Avery DOL 6060 or equivalent (first surface) (top) Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate. Aluminum panel size: 4130mm x 485mm x 6.4mm R=35000 mm 1) Vinyl to be printed on, installed as per manufacturer s recommendations. 2) Use compatible UV inks and overlaminates as recommended by manufacturer 3) Where applicable wrap vinyl and overlaminate over the edges of the alu. panel. 4) All panels to be mechanically festened to substrate. 5) Manufacturer to confirm all dimensions prior to fabrication. 6) Manufacturer to ensure watertightness of panel conenctions (front - top) Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate. Aluminum panel size: 4130mm x 485mm x 6.4mm (front - main) Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate, with push-thru acrylic pictograms. Aluminum panel size: 4130mm x 650mm x 6.4mm Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate. Aluminum panel size: 580 mm x 1170 mm x 3.2 mm (front - bottom) Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate. Aluminum panel size: 4130mm x 360mm x 6.4mm scale 1:20 Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate. Aluminum panel size: 580 mm x 1495 mm x 3.2 mm sign: Sign No. 1 - Main Gateway 04 name: sign design - graphic design details

6 mm thick push through acrylic pictogram vinyl type size: 1000pt 19mm thick push through acrylic 19 mm thick push through acrylic pictograms (typ) approx front panel with push thrugh pictograms scale 1:15 sign: Sign No. 1 - Main Gateway 05 name: sign design - graphic design details - cont

7 single #14 AWG stranded wire looping through LED modules US LED PNT-3-12-W or equivalent - space fixtures as per manufacturer's recommendations to ensure even light distribution 19mm thick PVC (LED support) always maintain 5mm min gap between ply and sign framing R=35 000mm BACK FRONT 3.2mm thick alu. panel min. 19 mm dia. s/s anchor bolts, washers and leveling nuts (typ) 102 mm x 51 mm x 6.4 mm aluminum plate (typ) 51mm x 51mm x 4.8mm aluminum square tube intermediate support as required to be fit between letters (typ) electrical junction box 25 mm dia PVC conduit min US LED PSA (LED120A0012V50F) or equivalent power supply - one on each side of the sign grade (varies) detail 2/ detail 1/07 electrical junction box min mm alu. panel mechanically fastened to sign framing 12.5mm thick protective non-glare acrylic panel (optional - to be confirmed by UVic) 19mm thick PVC (LED support) 19mm thick acrylic push-thru letters glued to aluminum panel US LED PNT-3-12-W or equivalent - space fixtures as per manufacturer's recommendations to ensure even light distribution 51mm x 51mm x 4.8mm aluminum square tube (sign framing) all connections to be welded sign panels to extend 5 mm below framing provide insect screen and backing as required grade (varies) o.c. each each face 25 mm dia PVC conduit min depth 450 mm 600mm in traffic areas General Notes: 1) provide ventilation holes as required 2) US LED PSA power supply to provide ource of power to a max. of 50 MegaBright 12 LED Modules 3) Sign must have a CSA label as an assembly 4. Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect M cont. long section scale 1:20 cross section scale 1:20 sign: Sign No. 1 - Main Gateway 06 name: sign construction - sections

8 51mm x 51mm x 4.8mm aluminum square tube beyond (sign framing) 51mm x 51mm x 4.8mm aluminum square tube (sign framing) self tapping, s/s, tamper resistant screws (typ) 3.2mm thick aluminum panel ensure watertighteness of connection (typ) cont. 51mm x 51mm x 4.8mm aluminum angle mm thick PVC backer, as required, glued to the back of the aluminum panel blocking as required 6 mm dia. s/s thru bolt (typ) 19mm thick PVC (LED support) LED fixtures FRONT 6.4mm alu. plate (sign panel) mechanically fastened to sign framing printed-on vinyl 19 mm thick acrylic pictograms difussion layer self tapping, s/s, tamper resistant screws (typ) 6.4mm (3.2mm) aluminum sign panel mechanically fastened to sign framing 51mm x 51mm x 4.8mm aluminum square tube (sign framing) distance determined by good light distribution General Notes: 1) provide ventilation holes as required 2) US LED PSA power supply to provide ource of power to a max. of 50 MegaBright 12 LED Modules 3) Sign must have a CSA label as an assembly 4. Manufacturer to verify all dimensions prior to sign fabrication. All discrepancies should be reported to the Architect. detail 1 scale 1:2 detail No. 2 scale 1:2 sign: Sign No. 1 - Main Gateway 07 name: sign construction - details

9 GENERAL NOTES 1. Provide sign ID stickers as per proposed location plan. Form and placement of stickers on signs is to be coordinated with University of Victoria 2. Manufacturer to verify all dimensions prior to sign fabrication. All discrepancies should be reported to the Architect. STRUCTURAL NOTES DRAWINGS 1. These drawings show the completed project. The drawings do not show components that may be necessary for construction safety, which is the responsibility of the contractor. 2. The use of these drawings is limited to that indicated in the revisions column. 3. The information on these drawings shall not be used for any other project or works. DESIGN 1. The structures shown have been designed in substantial accordance with the British Columbia Building Code 2006, which is based on the National Building Code of Canada The following wind loads and factors were used: q50=0.63kpa, Iw=1.0-ULS, 0.75-SLS. FIELD REVIEW BY STRUCTURAL ENGINEER 1. Structural Engineer provides field review only for the work shown on these structural drawings, and it is conducted with such frequency as Structural Engineer deems appropriate to ascertain that the work is in general conformance with the documents prepared by Structural Engineer. Field review by Structural Engineer is not carried out for the Contractor s benefit, nor does it make Structural Engineer guarantors of the Contractor s work. It remains the Contractor s responsibility to build the work in conformance with the contract documents. Structural Engineer shall not be responsible for the acts or omissions of the Contractor, Sub-Contractor, or any other persons performing any of the work or for the failure of any of them to carry out the work in accordance with the contract documents. 2. Provide 24 hours advance notice of each required field review. Field reviews shall be scheduled to be carried out during normal business hours unless special arrangements are made with Structural Engineer. 3. The work to be reviewed shall be generally complete. CONCRETE AND REINFORCING STEEL 1. Concrete work shall conform to CAN/CSA-A23.1, CAN/CSA -A23.2, CAN/CSA -A23.3 and referenced documents. 2. Reinforcing shall conform to CAN/CSA-G30.18R Grade 400MPa. 3. Cover to reinforcing steel to be 50mm uno. 4. Portland cement shall be type gu unless noted otherwise. 5. Concrete shall have a unit weight of 23±1 kn/m3/ (145±5 pcf) unless noted otherwise. 6. Concrete shall have a compressive strength of 35MPa at 28 days, and conform to exposure class C-1 with a maximum water-cement ratio of 0.40 and air content of 5-8%. Maximum aggregate size to be 19mm. 7. No calcium chloride is permitted, in any form, in any concrete mix. Curing and protection of concrete for hot, cold or dry weather is to be as per clauses and of CAN/CSA. STRUCTURAL NOTES (cont) STRUCTURAL ALUMINUM 1. Aluminum sections shall be new. 2. Aluminum alloys shall conform to the Aluminum Association publication Aluminum Standards and Data ISO or ISO Extruded shapes, Tubes, Bolts, and Plate to be 6061 alloy uno. 4. Aluminum in contact with concrete or grout shall be given a heavy coat of alkali-resistant bituminous paint or other equivalent coating before installation. 5. Welding operators and procedures shall be qualified according to CSA W Submit shop drawings for review prior to start of steel fabrication. 7. Fabrication practices and tolerances shall be in accordance with CAN/CSA-S16, except bolt holed edge distance tolerance to be -0, +2mm. 8. Anchor and connection bolts to be ASTM A193 Stainless Steel. Anchors shall be embedded 300mm into concrete, complete with a nut and washer each end. 9. Unless noted otherwise, column base plates shall be 20 mm minimum thick. Anchor bolt holes shall be punched undersize and reamed to size. 10. Provide 6 mm cap plates for all tube members uno. 11. Aluminum shall be connected with fillet welds all-around uno. Weld size shall match the wall thickness of the thinnest part being connected uno. Welds to be ground smooth. TAMPER RESISTANCE AND CONNECTIONS 1. Connection hardware to be stainless steel uno. 2. Aluminum panels to be connected to structure with 6.4mm diameter stainless steel self-tapping screws at 450mm maximum centre to centre spacing. 3. Non-removable panels may be welded or glued by the manufacturer, as approved by Structural Engineer. 4. Panel connection screws to be tamper resistant Torx-Pin screws as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. 5. Visible connection bolts shall be Pentagon tamper resistant bolts, with Pentagon nuts as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. Anchor bolts to be secured with Pentagon security nuts. ELECTRICAL NOTES 1. Signs must be provided with CSA label 2. LED modules, power supplies, cable, wire and junction box must be integral with signs 3. All electrical installations to be done in accordance with the Canadian Electrical Code and as reccomended by the LED lighting manufacturer. 4. Run 2#8 +GND conductors in 27mm PVC conduit from sign to existing campus exterior lighting pole standard. Intercept existing underground conduit, install an H20 rated flush junction box with bolt-on cover and splice into exterior lighting circuit. 4. The sign manufacturer shall provide an electrical shop drawings indicating input power requirements and a schematic wiring diagram for the sign. sign: Sign No. 1 - Main Gateway 08 name: general notes

10 Sheet Number Sheet List Sheet Name 01 title and drawing list 02 typography, colours and pictograms 03 sign design - overview 04 sign design - graphic design details 05 sign construction - sections 06 sign construction - details 07 general notes Sign No. 2A Vehicular - Parking Lot sign: Sign No. 2A - Parking Lot 01 name: title and drawing list

11 core colours clear anodized coating application: sign structure PANTONE 185 C application: pinstrip, arrows PANTONE 426 C application: text, crest - monochromatic PANTEONE 7541 C application: background, back panel (single sided sign) crest - reversed monochromatic gary oak motif - digital file is to be delivered by University of Victoria samples of typeface family arrow style and arrow size in relation to text height x 1/2X 1/2X 1/2X University of Victoria Logo, horizontal standard varies full colur opaque monochromatic opaque monochromatic reversed sign: Sign No. 2A - Parking Lot 02 name: typography, colours and pictograms

12 Parking Lot A - version 1 scale 1:15 Parking Lot A - version 2 scale 1:15 sign: Sign No. 2A - Parking Lot 03 name: sign design - overview

13 120 opaque monochromatic reversed crest crest height: 95 mm pin strip to be 15 mm wide (typ) Description Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate Aluminum panel size (one piece): 1050 mm x 750 mm x 6.4 mm See 05 for details Vinyl: Overlaminate: 3M IJ180, MPI 2005 or equivalent 3M 8914, Avery DOL 6060 or equivalent. version 1 type size: 290pt type size: 190pt leading: 195pt pictograms are 100mm x 100mm 1) One piece vinyl to be printed on, installed as per manufacturer s recommendations. 2) Use compatible UV inks and overlaminates as recommended by manufacturer 3) Wrap vinyl and overlaminate over the edges of the aluminum panel. 4) If single sided sign then back panel to receive vinyl printed with PANTEONE 7541 C Refer to Adobe Photoshop files for detailed sample layout version 2 type size: 290pt type size: 190pt pictograms are 100mm x 100mm 750 pin strip to be 15 mm wide (typ) scale 1:15 scale 1:15 sign: Sign No. 2A - Parking Lot 04 name: sign design - graphic design details

14 alu. rain cap mechanically fastened to stringer with tamper resistant screws, as required. rain cap to have clear anodized finish section a length of tube 51mm x 51mm x 4.8mm aluminum square tube internal framing all connection to be welded (typ) leave open at bottom (typ) 1175 base to extend min 50mm above ground slope of grade varies grade leave 10mm min. gap between post and rain cap (typ) 3.2mm thick aluminum rain cap, welded to post rain cap to have clear anodized finish (typ) 12 mm dia. tamper resistant s/s thru bolt (typ) 38 mm dia. hole for bolt installation 40mm x 10mm aluminum spacer w/ clear anodized finish. Spacer to terminate 50mm from top and bottom of framing (typ) 102mm x 102mm x 6.4mm aluminum square tube w/ clear anodized finish (typ) 225mm x 225mm x 19mm base plate w/ clear anodized finish welded to post 4-19mm s/s anchor bolts with washers and leveling nuts (typ) nuts to extend max 10mm above bolt fill with 35 MPa non-shrink grout (typ) section b/ EQ EQ detail 1/06 6.4mm thick aluminum sign panel to be mechanically fastened to internal framing with tamper resistant s/s screws detail 1/06 50 min. 600 min. 600 two ties at top 400mm dia. concrete foundation reinforced with 5-15M vert. 10mm 300mm 400mm dia. concrete foundation 600 min. front view/section scale 1:15 side view/section scale 1:15 detail 2/06 400mm dia. concrete foundation 225mm x 225mm x 19mm base plate w/ clear anodized finish welded to post. 102mm x 102mm x 19mm aluminum square tube w/ clear anodized finish. 4-19mm s/s anchor bolts section a scale 1:15 General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. sign: Sign No. 2A - Parking Lot 05 name: sign construction - sections

15 2 s/s self tapping, tamper resistant screws 6.4 mm thick aluminum rain cap with clear anodized finish 3.2mm thick aluminum rain cap beyond w/ clear anodized finish welded to post (typ) 102mm x 102mm x 19mm aluminum square tube w/ clear anodized finish. 51mm x 51mm x 4.8mm aluminum square tube (internal framing) 6.4mm thick aluminum plate (sign panel) line of rain cap above 31 51mm x 51mm x 4.8mm aluminum square tube (internal framing) 38 mm dia. hole for bolt installation mm thick aluminum plate (sign panel) 12 mm dia. tamper resistant s/s thru bolt and washer (typ) 38mm dia hole (bolt access) 51mm x 51mm x 4.8mm aluminum square tube (internal framing) s/s self tapping, tamper resistant screws (typ) s/s washer 40mm x 10mm aluminum spacer w/ clear anodized finish 12 mm dia. tamper resistant s/s thru bolt (typ) section detail 2 scale 1:2 19mm s/s anchor bolts with washers and leveling nuts. Bolt to extend 10mm max. above nut. Nuts to be locked with threadlocker - clean any visible residue after application (typ) (see also 07) panel to extend 5mm below internal framing mm x 102mm x 6.4mm aluminum square tube w/ anodized coating (typ) 225mm x 225mm x 19mm aluminum base plate w/ clear anodized coating welded to post (typ) General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. section detail 1 scale 1:2 section b (slip base) scale 1:5 sign: Sign No. 2A - Parking Lot 06 name: sign construction - details

16 GENERAL NOTES 1. Provide self adhesive sign ID stickers. ID's should correspond with ID's shown on location plan Form and placement of stickers on signs is to be coordinated with University of Victoria 2. Fasteners: foundation (anchor bolts): bolts: Fastenal part #47406 (1/2" s/s threaded rod) washers: Fastenal part #71021 (1/2" s/s washers) nuts: Fastenal part #70714 (1/2" s/s nuts) posts: thru bolts: Fastenal part # (1/2" s/s x 5" button Socket Cap Screw) thru bolt washers: Fastenal part #71021 (1/2" s/s washers) thru bolt nuts: (1/2" s/s nuts) panels: security screws panel attachment: Fastenal part #BS SSH200 (10-24 x 3/4" button head security screw ) rain cap attachment: Fastenal part #BS SSH200 (10-24 x 3/4" button head security screw) 3. Threadlocker: Locktite 271 Red 4. Whenever anchor bolts are cut, contractor to ensure cut surfaces (terminated coating) are protected against rusting. 5. Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. STRUCTURAL NOTES DRAWINGS 1. These drawings show the completed project. The drawings do not show components that may be necessary for construction safety, which is the responsibility of the contractor. 2. The use of these drawings is limited to that indicated in the revisions column. 3. The information on these drawings shall not be used for any other project or works. DESIGN 1. The structures shown have been designed in substantial accordance with the British Columbia Building Code 2006, which is based on the National Building Code of Canada The following wind loads and factors were used: q50=0.63kpa, Iw=1.0-ULS, 0.75-SLS. FIELD REVIEW BY STRUCTURAL ENGINEER 1. Structural Engineer provides field review only for the work shown on these structural drawings, and it is conducted with such frequency as Structural Engineer deems appropriate to ascertain that the work is in general conformance with the documents prepared by Structural Engineer. Field review by Structural Engineer is not carried out for the Contractor s benefit, nor does it make Structural Engineer guarantors of the Contractor s work. It remains the Contractor s responsibility to build the work in conformance with the contract documents. Structural Engineer shall not be responsible for the acts or omissions of the Contractor, Sub-Contractor, or any other persons performing any of the work or for the failure of any of them to carry out the work in accordance with the contract documents. 2. Provide 24 hours advance notice of each required field review. Field reviews shall be scheduled to be carried out during normal business hours unless special arrangements are made with Structural Engineer. 3. The work to be reviewed shall be generally complete. STRUCTURAL NOTES (cont) CONCRETE AND REINFORCING STEEL 1. Concrete work shall conform to CAN/CSA-A23.1, CAN/CSA -A23.2, CAN/CSA -A23.3 and referenced documents. 2. Reinforcing shall conform to CAN/CSA-G30.18R Grade 400MPa. 3. Cover to reinforcing steel to be 50mm uno. 4. Portland cement shall be type gu unless noted otherwise. 5. Concrete shall have a unit weight of 23±1 kn/m3/ (145±5 pcf) unless noted otherwise. 6. Concrete shall have a compressive strength of 35MPa at 28 days, and conform to exposure class C-1 with a maximum water-cement ratio of 0.40 and air content of 5-8%. Maximum aggregate size to be 19mm. 7. No calcium chloride is permitted, in any form, in any concrete mix. Curing and protection of concrete for hot, cold or dry weather is to be as per clauses and of CAN/CSA. STRUCTURAL ALUMINUM 1. Aluminum sections shall be new. 2. Aluminum alloys shall conform to the Aluminum Association publication Aluminum Standards and Data ISO or ISO Extruded shapes, Tubes, Bolts, and Plate to be 6061 alloy uno. 4. Aluminum in contact with concrete or grout shall be given a heavy coat of alkali-resistant bituminous paint or other equivalent coating before installation. 5. Welding operators and procedures shall be qualified according to CSA W Submit shop drawings for review prior to start of steel fabrication. 7. Fabrication practices and tolerances shall be in accordance with CAN/CSA-S16, except bolt holed edge distance tolerance to be -0, +2mm. 8. Anchor and connection bolts to be ASTM A193 Stainless Steel. Anchors shall be embedded 300mm into concrete, complete with a nut and washer each end. 9. Unless noted otherwise, column base plates shall be 20 mm minimum thick. Anchor bolt holes shall be punched undersize and reamed to size. 10. Provide 6 mm cap plates for all tube members uno. 11. Aluminum shall be connected with fillet welds all-around uno. Weld size shall match the wall thickness of the thinnest part being connected uno. Welds to be ground smooth. TAMPER RESISTANCE AND CONNECTIONS 1. Connection hardware to be stainless steel uno. 2. Aluminum panels to be connected to structure with 6.4mm diameter stainless steel self-tapping screws at 450mm maximum centre to centre spacing. 3. Non-removable panels may be welded or glued by the manufacturer, as approved by Structural Engineer. 4. Panel connection screws to be tamper resistant Torx-Pin screws as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. 5. Visible connection bolts shall be Pentagon tamper resistant bolts, with Pentagon nuts as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. Anchor bolts to be secured with Pentagon security nuts. sign: Sign No. 2A - Parking Lot 07 name: general notes

17 Sheet Number Sheet List Sheet Name 01 title and drawing list 02 typography, colours and pictograms 03 sign design - overview 04 sign design - graphic design details 05 sign construction - sections 06 sign construction - details 07 general notes Sign No. 2C Vehicular - Parking Lot sign: Sign No. 2C - Parking Lot 01 name: title and drawing list

18 core colours clear anodized coating application: sign structure PANTONE 185 C application: pinstrip, arrows PANTONE 426 C application: text, crest - monochromatic PANTONE 424 C application: background PANTEONE 7541 C application: background, back panel (single sided sign) crest - reversed monochromatic gary oak motif - digital file is to be delivered by University of Victoria samples of typeface family arrow style and arrow size in relation to text height x 1/2X 1/2X 1/2X University of Victoria Logo, horizontal standard varies full colur opaque monochromatic opaque monochromatic reversed sign: Sign No. 2C - Parking Lot 02 name: typography, colours and pictograms

19 Parking Lot C scale 1:15 sign: Sign No. 2C - Parking Lot 03 name: sign design - overview

20 opaque monochromatic reversed crest crest height: 95 mm pin strip to be 15 mm wide (typ) type size: 290pt type size: 190pt leading: 195pt pictograms are 100mm x 100mm Description Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate Aluminum panel size (one piece): 1050 mm x 750 mm x 6.4 mm See 05 for details. Vinyl: Overlaminate: 3M IJ180, MPI 2005 or equivalent 3M 8914, Avery DOL 6060 or equivalent. 1) One piece vinyl to be printed on, installed as per manufacturer s recommendations. 2) Use compatible UV inks and overlaminates as recommended by manufacturer 3) Wrap vinyl and overlaminate over the edges of the aluminum panel. 4) If single sided sign then back panel to receive vinyl printed with PANTEONE 7541 C Refer to Adobe Photoshop files for detailed sample layout type size: 230pt leading: 390pt double line stacked type size: 230pt leading: 390pt 1700 pin strip to be 15 mm wide (typ) scale 1:15 scale 1:15 sign: Sign No. 2C - Parking Lot 04 name: sign design - graphic design details

21 alu. rain cap mechanically fastened to stringer with tamper resistant screws, as required. rain cap to have clear anodized finish 51mm x 51mm x 4.8mm aluminum square tube internal framing all connection to be welded (typ) leave 10mm min. gap between post and rain cap (typ) 3.2mm thick aluminum rain cap, welded to post rain cap to have clear anodized finish (typ) 12 mm dia. tamper resistant s/s thru bolt (typ) 40mm x 10mm aluminum spacer w/ clear anodized finish. Spacer to terminate 50mm from top and bottom of framing (typ) 102mm x 102mm x 6.4mm aluminum square tube w/ clear anodized finish (typ) 225mm x 225mm x 19mm base plate w/ clear anodized finish welded to post 4-19mm s/s anchor bolts with washers and leveling nuts (typ) nuts to extend max 10mm above bolt grade 400mm dia. concrete foundation slope of grade varies leave open at bottom (typ) 1000 x 1700 x 6.4mm thick alu. sign panel to be mechanically fastened to internal framing with tamper resistant s/s screws fill with 35 MPa non-shrink grout (typ) two ties at top 400mm dia. concrete foundation reinforced with 5-15M vert. 10mm 300mm front view/section scale 1:15 detail 2/06 400mm dia. concrete foundation 225mm x 225mm x 19mm base plate w/ clear anodized finish welded to post. 102mm x 102mm x 19mm aluminum square tube w/ clear anodized finish. 4-19mm s/s anchor bolts section a scale 1: min length of tube section a 38 mm dia. hole for bolt installation base to extend min 50mm above ground General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect detail 1/06 detail 1/06 sign: Sign No. 2C - Parking Lot name: sign construction - sections 05

22 2 s/s self tapping, tamper resistant screws 6.4 mm thick aluminum rain cap with clear anodized finish 3.2mm thick aluminum rain cap beyond w/ clear anodized finish welded to post (typ) 102mm x 102mm x 19mm aluminum square tube w/ clear anodized finish. 51mm x 51mm x 4.8mm aluminum square tube (internal framing) 6.4mm thick aluminum plate (sign panel) line of rain cap above 31 51mm x 51mm x 4.8mm aluminum square tube (internal framing) 38 mm dia. hole for bolt installation mm thick aluminum plate (sign panel) 12 mm dia. tamper resistant s/s thru bolt and washer (typ) 38mm dia hole (bolt access) 51mm x 51mm x 4.8mm aluminum square tube (internal framing) s/s self tapping, tamper resistant screws (typ) s/s washer 40mm x 10mm aluminum spacer w/ clear anodized finish 12 mm dia. tamper resistant s/s thru bolt (typ) section detail 2 scale 1:2 19mm s/s anchor bolts with washers and leveling nuts. Bolt to extend 10mm max. above nut. Nuts to be locked with threadlocker - clean any visible residue after application (typ) (see also 07) panel to extend 5mm below internal framing mm x 102mm x 6.4mm aluminum square tube w/ anodized coating (typ) 225mm x 225mm x 19mm aluminum base plate w/ clear anodized coating welded to post (typ) General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. section detail 1 scale 1:2 section b (slip base) scale 1:5 sign: Sign No. 2C - Parking Lot 06 name: sign construction - details

23 GENERAL NOTES 1. Provide self adhesive sign ID stickers. ID's should correspond with ID's shown on location plan Form and placement of stickers on signs is to be coordinated with University of Victoria 2. Fasteners: foundation (anchor bolts): bolts: Fastenal part #47406 (1/2" s/s threaded rod) washers: Fastenal part #71021 (1/2" s/s washers) nuts: Fastenal part #70714 (1/2" s/s nuts) posts: thru bolts: Fastenal part # (1/2" s/s x 5" button Socket Cap Screw) thru bolt washers: Fastenal part #71021 (1/2" s/s washers) thru bolt nuts: (1/2" s/s nuts) panels: security screws panel attachment: Fastenal part #BS SSH200 (10-24 x 3/4" button head security screw ) rain cap attachment: Fastenal part #BS SSH200 (10-24 x 3/4" button head security screw) 3. Threadlocker: Locktite 271 Red 4. Whenever anchor bolts are cut, contractor to ensure cut surfaces (terminated coating) are protected against rusting. 5. Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. STRUCTURAL NOTES DRAWINGS 1. These drawings show the completed project. The drawings do not show components that may be necessary for construction safety, which is the responsibility of the contractor. 2. The use of these drawings is limited to that indicated in the revisions column. 3. The information on these drawings shall not be used for any other project or works. DESIGN 1. The structures shown have been designed in substantial accordance with the British Columbia Building Code 2006, which is based on the National Building Code of Canada The following wind loads and factors were used: q50=0.63kpa, Iw=1.0-ULS, 0.75-SLS. FIELD REVIEW BY STRUCTURAL ENGINEER 1. Structural Engineer provides field review only for the work shown on these structural drawings, and it is conducted with such frequency as Structural Engineer deems appropriate to ascertain that the work is in general conformance with the documents prepared by Structural Engineer. Field review by Structural Engineer is not carried out for the Contractor s benefit, nor does it make Structural Engineer guarantors of the Contractor s work. It remains the Contractor s responsibility to build the work in conformance with the contract documents. Structural Engineer shall not be responsible for the acts or omissions of the Contractor, Sub-Contractor, or any other persons performing any of the work or for the failure of any of them to carry out the work in accordance with the contract documents. 2. Provide 24 hours advance notice of each required field review. Field reviews shall be scheduled to be carried out during normal business hours unless special arrangements are made with Structural Engineer. 3. The work to be reviewed shall be generally complete. STRUCTURAL NOTES (cont) CONCRETE AND REINFORCING STEEL 1. Concrete work shall conform to CAN/CSA-A23.1, CAN/CSA -A23.2, CAN/CSA -A23.3 and referenced documents. 2. Reinforcing shall conform to CAN/CSA-G30.18R Grade 400MPa. 3. Cover to reinforcing steel to be 50mm uno. 4. Portland cement shall be type gu unless noted otherwise. 5. Concrete shall have a unit weight of 23±1 kn/m3/ (145±5 pcf) unless noted otherwise. 6. Concrete shall have a compressive strength of 35MPa at 28 days, and conform to exposure class C-1 with a maximum water-cement ratio of 0.40 and air content of 5-8%. Maximum aggregate size to be 19mm. 7. No calcium chloride is permitted, in any form, in any concrete mix. Curing and protection of concrete for hot, cold or dry weather is to be as per clauses and of CAN/CSA. STRUCTURAL ALUMINUM 1. Aluminum sections shall be new. 2. Aluminum alloys shall conform to the Aluminum Association publication Aluminum Standards and Data ISO or ISO Extruded shapes, Tubes, Bolts, and Plate to be 6061 alloy uno. 4. Aluminum in contact with concrete or grout shall be given a heavy coat of alkali-resistant bituminous paint or other equivalent coating before installation. 5. Welding operators and procedures shall be qualified according to CSA W Submit shop drawings for review prior to start of steel fabrication. 7. Fabrication practices and tolerances shall be in accordance with CAN/CSA-S16, except bolt holed edge distance tolerance to be -0, +2mm. 8. Anchor and connection bolts to be ASTM A193 Stainless Steel. Anchors shall be embedded 300mm into concrete, complete with a nut and washer each end. 9. Unless noted otherwise, column base plates shall be 20 mm minimum thick. Anchor bolt holes shall be punched undersize and reamed to size. 10. Provide 6 mm cap plates for all tube members uno. 11. Aluminum shall be connected with fillet welds all-around uno. Weld size shall match the wall thickness of the thinnest part being connected uno. Welds to be ground smooth. TAMPER RESISTANCE AND CONNECTIONS 1. Connection hardware to be stainless steel uno. 2. Aluminum panels to be connected to structure with 6.4mm diameter stainless steel self-tapping screws at 450mm maximum centre to centre spacing. 3. Non-removable panels may be welded or glued by the manufacturer, as approved by Structural Engineer. 4. Panel connection screws to be tamper resistant Torx-Pin screws as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. 5. Visible connection bolts shall be Pentagon tamper resistant bolts, with Pentagon nuts as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. Anchor bolts to be secured with Pentagon security nuts. sign: Sign No. 2C - Parking Lot 07 name: general notes

24 Sheet Number Sheet List Sheet Name 01 title and drawing list 02 typography, colours and pictograms 03 sign design - overview 04 sign design - graphic design details 05 sign construction - sections 06 sign construction - details 07 general notes Sign No. 3A Vehicular - Building Identification sign: Sign No. 3A - Building Identification 01 name: title and drawing list

25 core colours clear anodized coating application: sign structure PANTONE 185 C application: pinstrip, arrows PANTONE 426 C application: text, crest - monochromatic PANTEONE 7541 C application: background, back panel (single sided sign) crest - reversed monochromatic gary oak motif - digital file is to be delivered by University of Victoria samples of typeface family arrow style and arrow size in relation to text height x 1/2X 1/2X 1/2X University of Victoria Logo, horizontal standard varies full colur opaque monochromatic opaque monochromatic reversed sign: Sign No. 3A - Building Identification 02 name: typography, colours and pictograms

26 building name with occupant names scale 1:15 building name, text in one line scale 1:15 building name, text in two lines scale 1:15 building name, text in two lines (double line stacked) scale 1:15 sign: Sign No. 3A - Building Identification 03 name: sign design - overview

27 120 opaque monochromatic reversed crest crest height: 95 mm pin strip to be 15 mm wide (typ) mm max. length of line items 150 Description Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate Aluminum panel size (one piece): 1500 mm x 800 mm x 6.4 mm See 05 for details. building name type size: 338pt occupant name type size: 258pt leading: 310pt (auto) building name with building occupants 1200 mm max. length of line items Vinyl: Overlaminate: 3M IJ180, MPI 2005 or equivalent 3M 8914, Avery DOL 6060 or equivalent. 1) One piece vinyl to be printed on, installed as per manufacturer s recommendations. 2) Use compatible UV inks and overlaminates as recommended by manufacturer 3) Wrap vinyl and overlaminate over the edges of the aluminum panel. 4) If single sided sign then back panel to receive vinyl printed with PANTEONE 7541 C building name type size: 338pt building name, text in one line building name type size: 338pt leading: 410pt (auto) 1200 mm max. length of line items Refer to Adobe Photoshop files for detailed sample layout building name, text in two lines 1500 pin strip to be 15 mm wide (typ) scale 1:15 scale 1:15 sign: Sign No. 3A - Building Identification 04 name: sign design - graphic design details

28 1625 leave 10mm min. gap between post and rain cap (typ) alu. rain cap mechanically fastened to stringer with tamper resistant screws, as required. rain cap to have clear anodized finish 3.2mm thick aluminum rain cap, welded to post rain cap to have clear anodized finish (typ) detail 1/06 section a length of tube 51mm x 51mm x 4.8mm aluminum square tube internal framing all connection to be welded (typ) leave open at bottom (typ) base to extend min 50mm above ground slope of grade varies grade 12 mm dia. tamper resistant s/s thru bolt (typ) 38 mm dia. hole for bolt installation 40mm x 10mm aluminum spacer w/ clear anodized finish. Spacer to terminate 50mm from top and bottom of framing (typ) 102mm x 102mm x 6.4mm aluminum square tube w/ clear anodized finish (typ) 225mm x 225mm x 19mm base plate w/ clear anodized finish welded to post 4-19mm s/s anchor bolts with washers and leveling nuts (typ) nuts to extend max 10mm above bolt fill with 35 MPa non-shrink grout (typ) section b/ EQ EQ 6.4mm thick aluminum sign panel to be mechanically fastened to internal framing with tamper resistant s/s screws detail 1/06 50 min. 600 min. 600 two ties at top 400mm dia. concrete foundation reinforced with 5-15M vert. 10mm 300mm 400mm dia. concrete foundation 600 min. front view/section scale 1:15 side view/section scale 1:15 detail 2/06 400mm dia. concrete foundation 225mm x 225mm x 19mm base plate w/ clear anodized finish welded to post. 102mm x 102mm x 19mm aluminum square tube w/ clear anodized finish. 4-19mm s/s anchor bolts General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. section a scale 1:15 sign: Sign No. 3A - Building Identification 05 name: sign construction - sections

29 2 s/s self tapping, tamper resistant screws 6.4 mm thick aluminum rain cap with clear anodized finish 3.2mm thick aluminum rain cap beyond w/ clear anodized finish welded to post (typ) 102mm x 102mm x 19mm aluminum square tube w/ clear anodized finish. 51mm x 51mm x 4.8mm aluminum square tube (internal framing) 6.4mm thick aluminum plate (sign panel) line of rain cap above 31 51mm x 51mm x 4.8mm aluminum square tube (internal framing) 38 mm dia. hole for bolt installation mm thick aluminum plate (sign panel) 12 mm dia. tamper resistant s/s thru bolt and washer (typ) 38mm dia hole (bolt access) 51mm x 51mm x 4.8mm aluminum square tube (internal framing) s/s self tapping, tamper resistant screws (typ) s/s washer 40mm x 10mm aluminum spacer w/ clear anodized finish 12 mm dia. tamper resistant s/s thru bolt (typ) section detail 2 scale 1:2 19mm s/s anchor bolts with washers and leveling nuts. Bolt to extend 10mm max. above nut. Nuts to be locked with threadlocker - clean any visible residue after application (typ) (see also 07) panel to extend 5mm below internal framing mm x 102mm x 6.4mm aluminum square tube w/ anodized coating (typ) 225mm x 225mm x 19mm aluminum base plate w/ clear anodized coating welded to post (typ) General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. section detail 1 scale 1:2 section b (slip base) scale 1:5 sign: Sign No. 3A - Building Identification 06 name: sign construction - details

30 GENERAL NOTES 1. Provide self adhesive sign ID stickers. ID's should correspond with ID's shown on location plan Form and placement of stickers on signs is to be coordinated with University of Victoria 2. Fasteners: foundation (anchor bolts): bolts: Fastenal part #47406 (1/2" s/s threaded rod) washers: Fastenal part #71021 (1/2" s/s washers) nuts: Fastenal part #70714 (1/2" s/s nuts) posts: thru bolts: Fastenal part # (1/2" s/s x 5" button Socket Cap Screw) thru bolt washers: Fastenal part #71021 (1/2" s/s washers) thru bolt nuts: (1/2" s/s nuts) panels: security screws panel attachment: Fastenal part #BS SSH200 (10-24 x 3/4" button head security screw ) rain cap attachment: Fastenal part #BS SSH200 (10-24 x 3/4" button head security screw) 3. Threadlocker: Locktite 271 Red 4. Whenever anchor bolts are cut, contractor to ensure cut surfaces (terminated coating) are protected against rusting. 5. Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. STRUCTURAL NOTES DRAWINGS 1. These drawings show the completed project. The drawings do not show components that may be necessary for construction safety, which is the responsibility of the contractor. 2. The use of these drawings is limited to that indicated in the revisions column. 3. The information on these drawings shall not be used for any other project or works. DESIGN 1. The structures shown have been designed in substantial accordance with the British Columbia Building Code 2006, which is based on the National Building Code of Canada The following wind loads and factors were used: q50=0.63kpa, Iw=1.0-ULS, 0.75-SLS. FIELD REVIEW BY STRUCTURAL ENGINEER 1. Structural Engineer provides field review only for the work shown on these structural drawings, and it is conducted with such frequency as Structural Engineer deems appropriate to ascertain that the work is in general conformance with the documents prepared by Structural Engineer. Field review by Structural Engineer is not carried out for the Contractor s benefit, nor does it make Structural Engineer guarantors of the Contractor s work. It remains the Contractor s responsibility to build the work in conformance with the contract documents. Structural Engineer shall not be responsible for the acts or omissions of the Contractor, Sub-Contractor, or any other persons performing any of the work or for the failure of any of them to carry out the work in accordance with the contract documents. 2. Provide 24 hours advance notice of each required field review. Field reviews shall be scheduled to be carried out during normal business hours unless special arrangements are made with Structural Engineer. 3. The work to be reviewed shall be generally complete. STRUCTURAL NOTES (cont) CONCRETE AND REINFORCING STEEL 1. Concrete work shall conform to CAN/CSA-A23.1, CAN/CSA -A23.2, CAN/CSA -A23.3 and referenced documents. 2. Reinforcing shall conform to CAN/CSA-G30.18R Grade 400MPa. 3. Cover to reinforcing steel to be 50mm uno. 4. Portland cement shall be type gu unless noted otherwise. 5. Concrete shall have a unit weight of 23±1 kn/m3/ (145±5 pcf) unless noted otherwise. 6. Concrete shall have a compressive strength of 35MPa at 28 days, and conform to exposure class C-1 with a maximum water-cement ratio of 0.40 and air content of 5-8%. Maximum aggregate size to be 19mm. 7. No calcium chloride is permitted, in any form, in any concrete mix. Curing and protection of concrete for hot, cold or dry weather is to be as per clauses and of CAN/CSA. STRUCTURAL ALUMINUM 1. Aluminum sections shall be new. 2. Aluminum alloys shall conform to the Aluminum Association publication Aluminum Standards and Data ISO or ISO Extruded shapes, Tubes, Bolts, and Plate to be 6061 alloy uno. 4. Aluminum in contact with concrete or grout shall be given a heavy coat of alkali-resistant bituminous paint or other equivalent coating before installation. 5. Welding operators and procedures shall be qualified according to CSA W Submit shop drawings for review prior to start of steel fabrication. 7. Fabrication practices and tolerances shall be in accordance with CAN/CSA-S16, except bolt holed edge distance tolerance to be -0, +2mm. 8. Anchor and connection bolts to be ASTM A193 Stainless Steel. Anchors shall be embedded 300mm into concrete, complete with a nut and washer each end. 9. Unless noted otherwise, column base plates shall be 20 mm minimum thick. Anchor bolt holes shall be punched undersize and reamed to size. 10. Provide 6 mm cap plates for all tube members uno. 11. Aluminum shall be connected with fillet welds all-around uno. Weld size shall match the wall thickness of the thinnest part being connected uno. Welds to be ground smooth. TAMPER RESISTANCE AND CONNECTIONS 1. Connection hardware to be stainless steel uno. 2. Aluminum panels to be connected to structure with 6.4mm diameter stainless steel self-tapping screws at 450mm maximum centre to centre spacing. 3. Non-removable panels may be welded or glued by the manufacturer, as approved by Structural Engineer. 4. Panel connection screws to be tamper resistant Torx-Pin screws as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. 5. Visible connection bolts shall be Pentagon tamper resistant bolts, with Pentagon nuts as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. Anchor bolts to be secured with Pentagon security nuts. sign: Sign No. 3A - Building Identification 07 name: general notes

31 Sheet Number Sheet List Sheet Name 01 title and drawing list 02 typography, colours and pictograms 03 sign design - overview 04 sign design - graphic design details 05 sign construction - sections 06 sign construction - details 07 general notes Sign No. 3B Vehicular - Building Identification sign: Sign No. 3B - Building Identification 01 name: title and drawing list

32 core colours clear anodized coating application: sign structure PANTONE 185 C application: pinstrip, arrows PANTONE 426 C application: text, crest - monochromatic PANTEONE 7541 C application: background, back panel (single sided sign) crest - reversed monochromatic gary oak motif - digital file is to be delivered by University of Victoria samples of typeface family arrow style and arrow size in relation to text height x 1/2X 1/2X 1/2X University of Victoria Logo, horizontal standard varies full colur opaque monochromatic opaque monochromatic reversed sign: Sign No. 3B - Building Identification 02 name: typography, colours and pictograms

33 building name with occupant names scale 1:15 building name, text in one line scale 1:15 building name, text in two lines scale 1:15 building name, text in two lines (double line stacked) scale 1:15 sign: Sign No. 3B - Building Identification 03 name: sign design - overview

34 120 opaque monochromatic reversed crest crest height: 95 mm pin strip to be 15 mm wide (typ) max. lenght of text 150 Description Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate Aluminum panel size (one piece): 1000 mm x 800 mm x 6.4 mm See 05 for details. building name type size: 338pt occupant name type size: 258pt leading: 310pt (auto) building name with building occupants 760 max. lenght of text Vinyl: Overlaminate: 3M IJ180, MPI 2005 or equivalent 3M 8914, Avery DOL 6060 or equivalent. 1) One piece vinyl to be printed on, installed as per manufacturer s recommendations. 2) Use compatible UV inks and overlaminates as recommended by manufacturer 3) Wrap vinyl and overlaminate over the edges of the aluminum panel. 4) If single sided sign then back panel to receive vinyl printed with PANTEONE 7541 C building name type size: 338pt building name, text in one line building name type size: 338pt leading: 410pt (auto) 760 max. lenght of text Refer to Adobe Photoshop files for detailed sample layout 800 building name, text in two lines 1000 pin strip to be 15 mm wide (typ) GaryOak Motif (typ) scale 1:15 scale 1:15 sign: Sign No. 3B - Building Identification 04 name: sign design - graphic design details

35 1125 leave 10mm min. gap between post and rain cap (typ) alu. rain cap mechanically fastened to stringer with tamper resistant screws, as required. rain cap to have clear anodized finish 3.2mm thick aluminum rain cap, welded to post rain cap to have clear anodized finish (typ) detail 1/06 section a length of tube 51mm x 51mm x 4.8mm aluminum square tube internal framing all connection to be welded (typ) leave open at bottom (typ) base to extend min 50mm above ground slope of grade varies grade 12 mm dia. tamper resistant s/s thru bolt (typ) 38 mm dia. hole for bolt installation 40mm x 10mm aluminum spacer w/ clear anodized finish. Spacer to terminate 50mm from top and bottom of framing (typ) 102mm x 102mm x 6.4mm aluminum square tube w/ clear anodized finish (typ) 225mm x 225mm x 19mm base plate w/ clear anodized finish welded to post 4-19mm s/s anchor bolts with washers and leveling nuts (typ) nuts to extend max 10mm above bolt fill with 35 MPa non-shrink grout (typ) section b/ EQ EQ 6.4mm thick aluminum sign panel to be mechanically fastened to internal framing with tamper resistant s/s screws detail 1/06 50 min. 600 min. 600 two ties at top 400mm dia. concrete foundation reinforced with 5-15M vert. 10mm 300mm 400mm dia. concrete foundation 600 min. front view/section scale 1:15 side view/section scale 1:15 detail 2/06 400mm dia. concrete foundation 225mm x 225mm x 19mm base plate w/ clear anodized finish welded to post. 102mm x 102mm x 19mm aluminum square tube w/ clear anodized finish. 4-19mm s/s anchor bolts General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. section a scale 1:15 sign: Sign No. 3B - Building Identification 05 name: sign construction - sections

36 2 s/s self tapping, tamper resistant screws 6.4 mm thick aluminum rain cap with clear anodized finish 3.2mm thick aluminum rain cap beyond w/ clear anodized finish welded to post (typ) 102mm x 102mm x 19mm aluminum square tube w/ clear anodized finish. 51mm x 51mm x 4.8mm aluminum square tube (internal framing) 6.4mm thick aluminum plate (sign panel) line of rain cap above 31 51mm x 51mm x 4.8mm aluminum square tube (internal framing) 38 mm dia. hole for bolt installation mm thick aluminum plate (sign panel) 12 mm dia. tamper resistant s/s thru bolt and washer (typ) 38mm dia hole (bolt access) 51mm x 51mm x 4.8mm aluminum square tube (internal framing) s/s self tapping, tamper resistant screws (typ) s/s washer 40mm x 10mm aluminum spacer w/ clear anodized finish 12 mm dia. tamper resistant s/s thru bolt (typ) section detail 2 scale 1:2 19mm s/s anchor bolts with washers and leveling nuts. Bolt to extend 10mm max. above nut. Nuts to be locked with threadlocker - clean any visible residue after application (typ) (see also 07) panel to extend 5mm below internal framing mm x 102mm x 6.4mm aluminum square tube w/ anodized coating (typ) 225mm x 225mm x 19mm aluminum base plate w/ clear anodized coating welded to post (typ) General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. section detail 1 scale 1:2 section b (slip base) scale 1:5 sign: Sign No. 3B - Building Identification 06 name: sign construction - details

37 GENERAL NOTES 1. Provide self adhesive sign ID stickers. ID's should correspond with ID's shown on location plan Form and placement of stickers on signs is to be coordinated with University of Victoria 2. Fasteners: foundation (anchor bolts): bolts: Fastenal part #47406 (1/2" s/s threaded rod) washers: Fastenal part #71021 (1/2" s/s washers) nuts: Fastenal part #70714 (1/2" s/s nuts) posts: thru bolts: Fastenal part # (1/2" s/s x 5" button Socket Cap Screw) thru bolt washers: Fastenal part #71021 (1/2" s/s washers) thru bolt nuts: (1/2" s/s nuts) panels: security screws panel attachment: Fastenal part #BS SSH200 (10-24 x 3/4" button head security screw ) rain cap attachment: Fastenal part #BS SSH200 (10-24 x 3/4" button head security screw) 3. Threadlocker: Locktite 271 Red 4. Whenever anchor bolts are cut, contractor to ensure cut surfaces (terminated coating) are protected against rusting. 5. Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. STRUCTURAL NOTES DRAWINGS 1. These drawings show the completed project. The drawings do not show components that may be necessary for construction safety, which is the responsibility of the contractor. 2. The use of these drawings is limited to that indicated in the revisions column. 3. The information on these drawings shall not be used for any other project or works. DESIGN 1. The structures shown have been designed in substantial accordance with the British Columbia Building Code 2006, which is based on the National Building Code of Canada The following wind loads and factors were used: q50=0.63kpa, Iw=1.0-ULS, 0.75-SLS. FIELD REVIEW BY STRUCTURAL ENGINEER 1. Structural Engineer provides field review only for the work shown on these structural drawings, and it is conducted with such frequency as Structural Engineer deems appropriate to ascertain that the work is in general conformance with the documents prepared by Structural Engineer. Field review by Structural Engineer is not carried out for the Contractor s benefit, nor does it make Structural Engineer guarantors of the Contractor s work. It remains the Contractor s responsibility to build the work in conformance with the contract documents. Structural Engineer shall not be responsible for the acts or omissions of the Contractor, Sub-Contractor, or any other persons performing any of the work or for the failure of any of them to carry out the work in accordance with the contract documents. 2. Provide 24 hours advance notice of each required field review. Field reviews shall be scheduled to be carried out during normal business hours unless special arrangements are made with Structural Engineer. 3. The work to be reviewed shall be generally complete. STRUCTURAL NOTES (cont) CONCRETE AND REINFORCING STEEL 1. Concrete work shall conform to CAN/CSA-A23.1, CAN/CSA -A23.2, CAN/CSA -A23.3 and referenced documents. 2. Reinforcing shall conform to CAN/CSA-G30.18R Grade 400MPa. 3. Cover to reinforcing steel to be 50mm uno. 4. Portland cement shall be type gu unless noted otherwise. 5. Concrete shall have a unit weight of 23±1 kn/m3/ (145±5 pcf) unless noted otherwise. 6. Concrete shall have a compressive strength of 35MPa at 28 days, and conform to exposure class C-1 with a maximum water-cement ratio of 0.40 and air content of 5-8%. Maximum aggregate size to be 19mm. 7. No calcium chloride is permitted, in any form, in any concrete mix. Curing and protection of concrete for hot, cold or dry weather is to be as per clauses and of CAN/CSA. STRUCTURAL ALUMINUM 1. Aluminum sections shall be new. 2. Aluminum alloys shall conform to the Aluminum Association publication Aluminum Standards and Data ISO or ISO Extruded shapes, Tubes, Bolts, and Plate to be 6061 alloy uno. 4. Aluminum in contact with concrete or grout shall be given a heavy coat of alkali-resistant bituminous paint or other equivalent coating before installation. 5. Welding operators and procedures shall be qualified according to CSA W Submit shop drawings for review prior to start of steel fabrication. 7. Fabrication practices and tolerances shall be in accordance with CAN/CSA-S16, except bolt holed edge distance tolerance to be -0, +2mm. 8. Anchor and connection bolts to be ASTM A193 Stainless Steel. Anchors shall be embedded 300mm into concrete, complete with a nut and washer each end. 9. Unless noted otherwise, column base plates shall be 20 mm minimum thick. Anchor bolt holes shall be punched undersize and reamed to size. 10. Provide 6 mm cap plates for all tube members uno. 11. Aluminum shall be connected with fillet welds all-around uno. Weld size shall match the wall thickness of the thinnest part being connected uno. Welds to be ground smooth. TAMPER RESISTANCE AND CONNECTIONS 1. Connection hardware to be stainless steel uno. 2. Aluminum panels to be connected to structure with 6.4mm diameter stainless steel self-tapping screws at 450mm maximum centre to centre spacing. 3. Non-removable panels may be welded or glued by the manufacturer, as approved by Structural Engineer. 4. Panel connection screws to be tamper resistant Torx-Pin screws as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. 5. Visible connection bolts shall be Pentagon tamper resistant bolts, with Pentagon nuts as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. Anchor bolts to be secured with Pentagon security nuts. sign: Sign No. 3B - Building Identification 07 name: general notes

38 Sheet Number Sheet List Sheet Name 01 title and drawing list 02 typography, colours and pictograms 03 sign design - overview 04 sign design - overview - cont. 05 sign design - graphic design details 06 sign construction - cross section 07 sign construction - sections 08 sign construction - canopy plan and details (anodized) 09 sign construction - canopy plan and details (painted) 10 sign construction - details 11 general notes - structural and electrical Sign No. 4 Vehicular - Map Directory Kiosk sign: Sign No. 4 -Vehicular Map Directory Kiosk 01 name: title and drawing list

39 core colours clear anodized coating PANTONE 185 C pinstrip, arrows PANTONE 426 C text PANTEONE 7541 C background, UVic Logo gary oak motif - digital file is to be delivered by University of Victoria samples of typeface family arrow style and arrow size in relation to text height x 1/2X 1/2X 1/2X University of Victoria Logo, horizontal standard varies sign: Sign No. 4 -Vehicular Map Directory Kiosk 02 name: typography, colours and pictograms

40 front elevation scale 1:20 side elevation scale 1:20 sign: Sign No. 4 -Vehicular Map Directory Kiosk 03 name: sign design - overview

41 connection lines (clear anodized coating option only) back elevation scale 1:20 side elevation scale 1:20 sign: Sign No. 4 -Vehicular Map Directory Kiosk 04 name: sign design - overview - cont.

42 120 crest height: 95 mm pin strip to be 15 mm wide (typ) EQ. EQ. Description Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate Aluminum panel size (one piece): 2100 mm x 150 mm x 6.4 mm Vinyl: 3M IJ180, MPI 2005 or equivalent Overlaminate: 3M 8914, Avery DOL 6060 or equivalent. EQ.1 non-glare clear acrylic panel, digitally printed-on vinyl, diffusion layer. Acrylic panel size: 2100 mm x 1200 mm x 6.4 mm directory map to be provided in digital format by University of Victoria (typ) type size: 30.65pt type size: 90pt Non-glare clear acrylic: 2100 mm x 1200 mm x 6.4 mm Plaskolite OPTIX Abrasion Resistant Non-Glare or equivalent. graphic panel shown for reference only. image to be provided in digital format by University of Victoria If single sided unit then the back panels to be one 2400mm x 750mm, 6.4mm thick aluminum panel with clear anodized coating. EQ.1 directory map shown for reference only. current directory map to be provided in digital format by University of Victoria First surface prints: Vinyl: 3M IJ180, MPI 2005 or equivalent Overlaminate: 3M 8914, Avery DOL 6060 or equivalent. 2nd surface prints: CAV-50 reverse print - i/w/i (2nd surface) Overlaminate: 3M 8914, Avery DOL 6060 or equivalent (first surface) 1) One piece vinyl to be printed on, installed as per manufacturer s recommendations. 2) Use compatible UV inks and overlaminates as recommended by manufacturer 3) Wrap vinyl and overlaminate over the edges of the aluminum panel. pin strip to be 15 mm wide (typ) Bottom Panel - size and material similar to Top Panel main back panel scale 1:20 front scale 1:20 Refer to Adobe Photoshop files for detailed sample layout sign: Sign No. 4 -Vehicular Map Directory Kiosk 05 name: sign design - graphic design details

43 51mm x 102mm x 3.2mm aluminum rectangular tube w/ clear anodized coating or paint finish (to be determined by UVic) all connection to be welded 203mm x 203mm x 6.4mm aluminum square tube w/ clear anodized finish 350mm x 350mm x 25mm base plate w/ clear anodized finish welded to post (typ) 4-19mm s/s anchor bolts with leveling nut (typ) grade extend roof ing 10 mm min. below roof members 10mm wide min expansion gap (typ) min. section b-b section a-a mm x 51mm x 4.8mm aluminum angle (plywood support) Virgolite LED Contactless System Mega Bright Model MBL-WH-6000K 12 LED's per module or equivalent space fixtures as per manufacturer's recommendations to ensure even light distribution 19mm thick marine grade plywood (LED support) fill with 35 MPa non-shrink grout (typ) 150mm min thick concrete pad cross section scale 1: always maintain 5mm min gap between plywood and sign framing 2 x 51mm x 127mm x 4.8mm aluminum rectangular tube (sign framing) all connections to be welded control joint detail 2/09 piano hinge 2 ties at top 600 mm x 600 mm pilaster reinforced w/ 8-C15M vert. 250 ties 4-15M each way top and bottom mm thick aluminum on top and 6.4 mm thick on sides w/ clear anodized coating or paint finish (to be determined by UVic) attached to roof members 27 mm dia PVC conduit min depth 450 mm 600mm in traffic areas 25 mm dia PVC conduit General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. 1) provide ventilation holes as required 2) Leltek Virgolite LMPS -750 power supply to provide source of power to a maximum of 50 MegaBright 12 LED Modules 3) Sign must have a CSA label as an assembly sign: Sign No. 4 -Vehicular Map Directory Kiosk name: sign construction - cross section 06

44 2325 section a grade Virgolite LED Contactless System Mega Bright Model MBL-WH-6000K 12 LED's per module or equivalent space fixtures as per manufacturer's recommendations to ensure even light distribution 150mm min. thick cast in place concrete pad mm x 203mm x 6.4mm aluminum square tube w/ clear anodized coating 203mm x 203mm x 6.4mm aluminum square tube w/ clear anodized finish fill with 35 MPa non-shrink grout (typ) long section scale 1: mm dia. tamper resist. s/s thru bolts (typ) 51mm x 51mm x 4.8mm aluminum angle as required max 750 mm o.c. (plywood support) see detail 1/09 19mm thick marine grade plywood (LED support) thru bolt connection - see structural notes Virgolite LED Contactless System or equivalent. space fixtures as per manufacturer's reccomendations to ensure even light distribution section a scale 1: open at the top (typ) open at the bottom (typ) 38 mm dia. hole for bolt installation (typ) BACK FRONT LELTEK VirgoliteLMPS-750 power supply - one on each side of sign single #14 AWG stranded wire looping through LED modules 27 mm dia PVC conduit min depth 450 mm 600mm in traffic areas electrical junction box General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. electrical junction box LELTEK VirgoliteLMPS-750 power supply - one on each side of sign sign: Sign No. 4 -Vehicular Map Directory Kiosk name: sign construction - sections 07

45 2325 half an ellipse silicone caulking gasket 3.2mm thick aluminum w/ clear anodized coating detail 1/08 detail 2/08 51mm x 102mm x 3.2mm aluminum rectangular tube w/ clear anodized coating all connection to be welded mm x 25mm x 3.2 mm aluminum angle welded to roof ing prior to anodizing process. s/s self tapping screws (typ) 51mm x 102mm x 3.2mm aluminum rectangular tube w/ clear anodized coating all connection to be welded detail 2 scale 1:5 51mm x 102mm x 3.2mm aluminum rectangular tube w/ clear anodized finish mm dia. tamper resistant s/s thru bolt at each side. 38 mm x 76 mm x 3.2 mm x 300 mm long sleeve w/ shims at sides as required Grind out tube weld seam for tight fit. General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. canopy (anodized finish option) plan scale 1:20 detail 1 (side view) scale 1:5 sign: Sign No. 4 -Vehicular Map Directory Kiosk 08 name: sign construction - canopy plan and details (anodized)

46 2325 half an ellipse mm x 102mm x 3.2mm aluminum rectangular tube w/ paint finish (colour to match clear anodized coating) all connection to be welded General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. canopy (paint finish option) plan scale 1:20 sign: Sign No. 4 -Vehicular Map Directory Kiosk 09 name: sign construction - canopy plan and details (painted)

47 6.4mm thick clear acrylic panel, vinyl with digital print diffusion layer 25 BACK provide ventilation holes as required 3.2mm thick aluminum w/ clear anodized coating or paint finish (to be determined by UVic) attached to roof members weld plate all-around to roof rafter 19 mm dia. tamper resistant s/s thru bolt (typ) see structural notes 50 6 mm dia. s/s thru bolt (typ) mm dia. hole beyond for bolt installation 19mm PVC (LED support) Virgolite LED Contactless System or equivalent on both sides mm x 102mm x 3.2mm aluminum rectangular tube w/ clear anodized coating or paint finish (to be determined by UVic) all connection to be welded aluminum plate 6.4 mm thick w/ clear anodize coating on each side of post c/w 4-19 mm dia tamper resistant s/s thru bolts provide ventilation holes as required detail 2 scale 1: mm thick clear acrylic panel, vinyl with digital print diffusion layer FRONT plan detail 1 scale 1:2 sign: Sign No. 4 -Vehicular Map Directory Kiosk 10 name: sign construction - details

48 STRUCTURAL NOTES DRAWINGS 1. These drawings show the completed project. The drawings do not show components that may be necessary for construction safety, which is the responsibility of the contractor. 2. The use of these drawings is limited to that indicated in the revisions column. 3. The information on these drawings shall not be used for any other project or works. DESIGN 1. The structures shown have been designed in substantial accordance with the British Columbia Building Code 2006, which is based on the National Building Code of Canada The following wind loads and factors were used: q50=0.63kpa, Iw=1.0-ULS, 0.75-SLS. FIELD REVIEW BY STRUCTURAL ENGINEER 1. Structural Engineer provides field review only for the work shown on these structural drawings, and it is conducted with such frequency as Structural Engineer deems appropriate to ascertain that the work is in general conformance with the documents prepared by Structural Engineer. Field review by Structural Engineer is not carried out for the Contractor s benefit, nor does it make Structural Engineer guarantors of the Contractor s work. It remains the Contractor s responsibility to build the work in conformance with the contract documents. Structural Engineer shall not be responsible for the acts or omissions of the Contractor, Sub-Contractor, or any other persons performing any of the work or for the failure of any of them to carry out the work in accordance with the contract documents. 2. Provide 24 hours advance notice of each required field review. Field reviews shall be scheduled to be carried out during normal business hours unless special arrangements are made with Structural Engineer. 3. The work to be reviewed shall be generally complete. CONCRETE AND REINFORCING STEEL 1. Concrete work shall conform to CAN/CSA-A23.1, CAN/CSA -A23.2, CAN/CSA -A23.3 and referenced documents. 2. Reinforcing shall conform to CAN/CSA-G30.18R Grade 400MPa. 3. Cover to reinforcing steel to be 50mm uno. 4. Portland cement shall be type gu unless noted otherwise. 5. Concrete shall have a unit weight of 23±1 kn/m3/ (145±5 pcf) unless noted otherwise. 6. Concrete shall have a compressive strength of 35MPa at 28 days, and conform to exposure class C-1 with a maximum water-cement ratio of 0.40 and air content of 5-8%. Maximum aggregate size to be 19mm. 7. No calcium chloride is permitted, in any form, in any concrete mix. Curing and protection of concrete for hot, cold or dry weather is to be as per clauses and of CAN/CSA. STRUCTURAL NOTES (cont) STRUCTURAL ALUMINUM 1. Aluminum sections shall be new. 2. Aluminum alloys shall conform to the Aluminum Association publication Aluminum Standards and Data ISO or ISO Extruded shapes, Tubes, Bolts, and Plate to be 6061 alloy uno. 4. Aluminum in contact with concrete or grout shall be given a heavy coat of alkali-resistant bituminous paint or other equivalent coating before installation. 5. Welding operators and procedures shall be qualified according to CSA W Submit shop drawings for review prior to start of steel fabrication. 7. Fabrication practices and tolerances shall be in accordance with CAN/CSA-S16, except bolt holed edge distance tolerance to be -0, +2mm. 8. Anchor and connection bolts to be ASTM A193 Stainless Steel. Anchors shall be embedded 300mm into concrete, complete with a nut and washer each end. 9. Unless noted otherwise, column base plates shall be 20 mm minimum thick. Anchor bolt holes shall be punched undersize and reamed to size. 10. Provide 6 mm cap plates for all tube members uno. 11. Aluminum shall be connected with fillet welds all-around uno. Weld size shall match the wall thickness of the thinnest part being connected uno. Welds to be ground smooth. TAMPER RESISTANCE AND CONNECTIONS 1. Connection hardware to be stainless steel uno. 2. Aluminum panels to be connected to structure with 6.4mm diameter stainless steel self-tapping screws at 450mm maximum centre to centre spacing. 3. Non-removable panels may be welded or glued by the manufacturer, as approved by Structural Engineer. 4. Panel connection screws to be tamper resistant Torx-Pin screws as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. 5. Visible connection bolts shall be Pentagon tamper resistant bolts, with Pentagon nuts as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. Anchor bolts to be secured with Pentagon security nuts. ELECTRICAL NOTES 1. Signs must be provided with CSA label 2. LED modules, power supplies, cable, wire and junction box must be integral with signs 3. All electrical installations to be done in accordance with the Canadian Electrical Code and as reccomended by the LED lighting manufacturer. 4. Run 2#8 +GND conductors in 27mm PVC conduit from sign to existing campus exterior lighting pole standard. Intercept existing underground conduit, install an H20 rated flush junction box with bolt-on cover and splice into exterior lighting circuit. 4. The sign manufacturer shall provide an electrical shop drawings indicating input power requirements and a schematic wiring diagram for the sign. sign: Sign No. 4 -Vehicular Map Directory Kiosk 11 name: general notes - structural and electrical

49 Sheet Number Sheet List Sheet Name 01 title and drawing list 02 typography, colours and pictograms 03 sign design - overview 04 sign design - graphic design details 05 sign construction - general information 06 structural an electrical general notes Sign No. 5 Digital Message Board sign: Sign No. 5 - Digital Message Board 01 name: title and drawing list

50 core colours clear anodized coating PANTONE 185 C pinstrip, arrows PANTONE 426 C text PANTEONE 7541 C background, UVic Logo gary oak motif - digital file is to be delivered by University of Victoria samples of typeface family arrow style and arrow size in relation to text height x 1/2X 1/2X 1/2X University of Victoria Logo, horizontal standard varies sign: Sign No. 5 - Digital Message Board 02 name: typography, colours and pictograms

51 double sided/single sided sign scale 1:20 sign: Sign No. 5 - Digital Message Board 03 name: sign design - overview

52 200 wrap vinyl and overlaminate over the edge (typ) crest height: 165 mm pin strip to be 25 mm wide (typ) EQ EQ. Description Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate Aluminum panel size (one piece): 2950 mm x 250 mm x 6.4 mm digital message board approx 1365 EQ1. EQ1. digital message board approx Description Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate Aluminum panel size (one piece): 2950 mm x 1750 mm x 6.4 mm Vinyl: Overlaminate: 3M IJ180, MPI 2005 or equivalent 3M 8914, Avery DOL 6060 or equivalent. 1) One piece vinyl to be printed on, installed as per manufacturer s recommendations. 2) Use compatible UV inks and overlaminates as recommended by manufacturer 3) Wrap vinyl and overlaminate over the edges of the aluminum panel. 4) If single sided sign then back panel to receive vinyl printed with PANTEONE 7541 C Refer to Adobe Photoshop files for detailed sample layout pin strip to be 25 mm wide (typ) Description Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate Aluminum panel size (one piece): 2950 mm x 250 mm x 6.4 mm double sided/single sided unit scale 1:20 sign: Sign No. 5 - Digital Message Board 04 name: sign design - graphic design details

53 mm thick aluminum rain cap w/ clear anodized coating welded to post (typ) 25mm thick aluminum spacer w/ clear anodized finish. 203mm x 203mm x 6.4mm aluminum square tube w/ clear anodized coating (typ) front view/section scale 1:20 grade 27 mm dia PVC conduit min depth 450 mm 600mm in traffic areas sign: Sign No. 5 - Digital Message Board 05 name: sign construction - general information

54 STRUCTURAL NOTES DRAWINGS 1. These drawings show the completed project. The drawings do not show components that may be necessary for construction safety, which is the responsibility of the contractor. 2. The use of these drawings is limited to that indicated in the revisions column. 3. The information on these drawings shall not be used for any other project or works. DESIGN 1. The structures shown have been designed in substantial accordance with the British Columbia Building Code 2006, which is based on the National Building Code of Canada The following wind loads and factors were used: q50=0.63kpa, Iw=1.0-ULS, 0.75-SLS. FIELD REVIEW BY STRUCTURAL ENGINEER 1. Structural Engineer provides field review only for the work shown on these structural drawings, and it is conducted with such frequency as Structural Engineer deems appropriate to ascertain that the work is in general conformance with the documents prepared by Structural Engineer. Field review by Structural Engineer is not carried out for the Contractor s benefit, nor does it make Structural Engineer guarantors of the Contractor s work. It remains the Contractor s responsibility to build the work in conformance with the contract documents. Structural Engineer shall not be responsible for the acts or omissions of the Contractor, Sub-Contractor, or any other persons performing any of the work or for the failure of any of them to carry out the work in accordance with the contract documents. 2. Provide 24 hours advance notice of each required field review. Field reviews shall be scheduled to be carried out during normal business hours unless special arrangements are made with Structural Engineer. 3. The work to be reviewed shall be generally complete. CONCRETE AND REINFORCING STEEL 1. Concrete work shall conform to CAN/CSA-A23.1, CAN/CSA -A23.2, CAN/CSA -A23.3 and referenced documents. 2. Reinforcing shall conform to CAN/CSA-G30.18R Grade 400MPa. 3. Cover to reinforcing steel to be 50mm uno. 4. Portland cement shall be type gu unless noted otherwise. 5. Concrete shall have a unit weight of 23±1 kn/m3/ (145±5 pcf) unless noted otherwise. 6. Concrete shall have a compressive strength of 35MPa at 28 days, and conform to exposure class C-1 with a maximum water-cement ratio of 0.40 and air content of 5-8%. Maximum aggregate size to be 19mm. 7. No calcium chloride is permitted, in any form, in any concrete mix. Curing and protection of concrete for hot, cold or dry weather is to be as per clauses and of CAN/CSA. STRUCTURAL NOTES (cont) STRUCTURAL ALUMINUM 1. Aluminum sections shall be new. 2. Aluminum alloys shall conform to the Aluminum Association publication Aluminum Standards and Data ISO or ISO Extruded shapes, Tubes, Bolts, and Plate to be 6061 alloy uno. 4. Aluminum in contact with concrete or grout shall be given a heavy coat of alkali-resistant bituminous paint or other equivalent coating before installation. 5. Welding operators and procedures shall be qualified according to CSA W Submit shop drawings for review prior to start of steel fabrication. 7. Fabrication practices and tolerances shall be in accordance with CAN/CSA-S16, except bolt holed edge distance tolerance to be -0, +2mm. 8. Anchor and connection bolts to be ASTM A193 Stainless Steel. Anchors shall be embedded 300mm into concrete, complete with a nut and washer each end. 9. Unless noted otherwise, column base plates shall be 20 mm minimum thick. Anchor bolt holes shall be punched undersize and reamed to size. 10. Provide 6 mm cap plates for all tube members uno. 11. Aluminum shall be connected with fillet welds all-around uno. Weld size shall match the wall thickness of the thinnest part being connected uno. Welds to be ground smooth. TAMPER RESISTANCE AND CONNECTIONS 1. Connection hardware to be stainless steel uno. 2. Aluminum panels to be connected to structure with 6.4mm diameter stainless steel self-tapping screws at 450mm maximum centre to centre spacing. 3. Non-removable panels may be welded or glued by the manufacturer, as approved by Structural Engineer. 4. Panel connection screws to be tamper resistant Torx-Pin screws as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. 5. Visible connection bolts shall be Pentagon tamper resistant bolts, with Pentagon nuts as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. Anchor bolts to be secured with Pentagon security nuts. ELECTRICAL NOTES 1. Signs must be provided with CSA label 2. LED modules, power supplies, cable, wire and junction box must be integral with signs 3. All electrical installations to be done in accordance with the Canadian Electrical Code and as reccomended by the LED lighting manufacturer. 4. Run 2#8 +GND conductors in 27mm PVC conduit from sign to existing campus exterior lighting pole standard. Intercept existing underground conduit, install an H20 rated flush junction box with bolt-on cover and splice into exterior lighting circuit. 4. The sign manufacturer shall provide an electrical shop drawings indicating input power requirements and a schematic wiring diagram for the sign. sign: Sign No. 5 - Digital Message Board 06 name: structural an electrical general notes

55 Sheet Number Sheet List Sheet Name 01 title and drawing list 02 typography, colours and pictograms 03 sign design - overview 04 sign design - graphic design details 05 sign construction - sections 06 sign construction - details 07 general notes Sign No. 6 Vehicular - Directional sign: Sign No. 6 - Directional 01 name: title and drawing list

56 core colours clear anodized coating application: sign structure PANTONE 185 C application: pinstrip, arrows PANTONE 426 C application: text, crest - monochromatic PANTEONE 7541 C application: background, back panel (single sided sign) crest - reversed monochromatic gary oak motif - digital file is to be delivered by University of Victoria samples of typeface family arrow style and arrow size in relation to text height x 1/2X 1/2X 1/2X University of Victoria Logo, horizontal standard varies full colur opaque monochromatic opaque monochromatic reversed sign: Sign No. 6 - Directional 02 name: typography, colours and pictograms

57 Directional version 1 scale 1:15 Directional version 2 scale 1:15 sign: Sign No. 6 - Directional 03 name: sign design - overview

58 85 opaque monochromatic reversed crest crest height: 95 mm pin strip to be 15 mm wide (typ) 75 top band - version Description Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate Aluminum panel size (one piece): 1000 mm x 1400 mm x 6.4 mm See 05 for details. Vinyl: Overlaminate: 3M IJ180, MPI 2005 or equivalent 3M 8914, Avery DOL 6060 or equivalent. pin strip to be 15 mm wide (typ) 1) One piece vinyl to be printed on, installed as per manufacturer s recommendations. top band - version 2 2) Use compatible UV inks and overlaminates as recommended by manufacturer 3) Wrap vinyl and overlaminate over the edges of the aluminum panel. 4) If single sided sign then back panel to receive vinyl printed with PANTEONE 7541 C 1000 Refer to Adobe Photoshop files for detailed sample layout 150 bottom band - version 1 and (min) (min) type size: 275pt type size: 230pt leading: 370pt (min) text area 100 (min) (min) text area double line stacked type size: 230pt leading: Auto 110 (min) version 1 version 2 version 1 version 2 scale 1:15 scale 1:15 sign: Sign No. 6 - Directional 04 name: sign design - graphic design details

59 alu. rain cap mechanically fastened to stringer with tamper resistant screws, as required. rain cap to have clear anodized finish 51mm x 51mm x 4.8mm aluminum square tube internal framing all connection to be welded (typ) leave 10mm min. gap between post and rain cap (typ) 3.2mm thick aluminum rain cap, welded to post rain cap to have clear anodized finish (typ) 12 mm dia. tamper resistant s/s thru bolt (typ) 40mm x 10mm aluminum spacer w/ clear anodized finish. Spacer to terminate 50mm from top and bottom of framing (typ) 102mm x 102mm x 6.4mm aluminum square tube w/ clear anodized finish (typ) 225mm x 225mm x 19mm base plate w/ clear anodized finish welded to post 4-19mm s/s anchor bolts with washers and leveling nuts (typ) nuts to extend max 10mm above bolt grade 400mm dia. concrete foundation slope of grade varies leave open at bottom (typ) 1000 x 1400 x 6.4mm thick alu. sign panel to be mechanically fastened to internal framing with tamper resistant s/s screws fill with 35 MPa non-shrink grout (typ) two ties at top 400mm dia. concrete foundation reinforced with 5-15M vert. 10mm 300mm front view/section scale 1:15 detail 2/06 400mm dia. concrete foundation 225mm x 225mm x 19mm base plate w/ clear anodized finish welded to post. 102mm x 102mm x 19mm aluminum square tube w/ clear anodized finish. 4-19mm s/s anchor bolts section a scale 1: min length of tube section a 38 mm dia. hole for bolt installation base to extend min 50mm above ground General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect detail 1/06 detail 1/06 sign: Sign No. 6 - Directional name: sign construction - sections 05

60 2 s/s self tapping, tamper resistant screws 6.4 mm thick aluminum rain cap with clear anodized finish 3.2mm thick aluminum rain cap beyond w/ clear anodized finish welded to post (typ) 102mm x 102mm x 19mm aluminum square tube w/ clear anodized finish. 51mm x 51mm x 4.8mm aluminum square tube (internal framing) 6.4mm thick aluminum plate (sign panel) line of rain cap above 31 51mm x 51mm x 4.8mm aluminum square tube (internal framing) 38 mm dia. hole for bolt installation mm thick aluminum plate (sign panel) 12 mm dia. tamper resistant s/s thru bolt and washer (typ) 38mm dia hole (bolt access) 51mm x 51mm x 4.8mm aluminum square tube (internal framing) s/s self tapping, tamper resistant screws (typ) s/s washer 40mm x 10mm aluminum spacer w/ clear anodized finish 12 mm dia. tamper resistant s/s thru bolt (typ) section detail 2 scale 1:2 19mm s/s anchor bolts with washers and leveling nuts. Bolt to extend 10mm max. above nut. Nuts to be locked with threadlocker - clean any visible residue after application (typ) (see also 07) panel to extend 5mm below internal framing mm x 102mm x 6.4mm aluminum square tube w/ anodized coating (typ) 225mm x 225mm x 19mm aluminum base plate w/ clear anodized coating welded to post (typ) General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. section detail 1 scale 1:2 section b (slip base) scale 1:5 sign: Sign No. 6 - Directional 06 name: sign construction - details

61 GENERAL NOTES 1. Provide self adhesive sign ID stickers. ID's should correspond with ID's shown on location plan Form and placement of stickers on signs is to be coordinated with University of Victoria 2. Fasteners: foundation (anchor bolts): bolts: Fastenal part #47406 (1/2" s/s threaded rod) washers: Fastenal part #71021 (1/2" s/s washers) nuts: Fastenal part #70714 (1/2" s/s nuts) posts: thru bolts: Fastenal part # (1/2" s/s x 5" button Socket Cap Screw) thru bolt washers: Fastenal part #71021 (1/2" s/s washers) thru bolt nuts: (1/2" s/s nuts) panels: security screws panel attachment: Fastenal part #BS SSH200 (10-24 x 3/4" button head security screw ) rain cap attachment: Fastenal part #BS SSH200 (10-24 x 3/4" button head security screw) 3. Threadlocker: Locktite 271 Red 4. Whenever anchor bolts are cut, contractor to ensure cut surfaces (terminated coating) are protected against rusting. 5. Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. STRUCTURAL NOTES DRAWINGS 1. These drawings show the completed project. The drawings do not show components that may be necessary for construction safety, which is the responsibility of the contractor. 2. The use of these drawings is limited to that indicated in the revisions column. 3. The information on these drawings shall not be used for any other project or works. DESIGN 1. The structures shown have been designed in substantial accordance with the British Columbia Building Code 2006, which is based on the National Building Code of Canada The following wind loads and factors were used: q50=0.63kpa, Iw=1.0-ULS, 0.75-SLS. FIELD REVIEW BY STRUCTURAL ENGINEER 1. Structural Engineer provides field review only for the work shown on these structural drawings, and it is conducted with such frequency as Structural Engineer deems appropriate to ascertain that the work is in general conformance with the documents prepared by Structural Engineer. Field review by Structural Engineer is not carried out for the Contractor s benefit, nor does it make Structural Engineer guarantors of the Contractor s work. It remains the Contractor s responsibility to build the work in conformance with the contract documents. Structural Engineer shall not be responsible for the acts or omissions of the Contractor, Sub-Contractor, or any other persons performing any of the work or for the failure of any of them to carry out the work in accordance with the contract documents. 2. Provide 24 hours advance notice of each required field review. Field reviews shall be scheduled to be carried out during normal business hours unless special arrangements are made with Structural Engineer. 3. The work to be reviewed shall be generally complete. STRUCTURAL NOTES (cont) CONCRETE AND REINFORCING STEEL 1. Concrete work shall conform to CAN/CSA-A23.1, CAN/CSA -A23.2, CAN/CSA -A23.3 and referenced documents. 2. Reinforcing shall conform to CAN/CSA-G30.18R Grade 400MPa. 3. Cover to reinforcing steel to be 50mm uno. 4. Portland cement shall be type gu unless noted otherwise. 5. Concrete shall have a unit weight of 23±1 kn/m3/ (145±5 pcf) unless noted otherwise. 6. Concrete shall have a compressive strength of 35MPa at 28 days, and conform to exposure class C-1 with a maximum water-cement ratio of 0.40 and air content of 5-8%. Maximum aggregate size to be 19mm. 7. No calcium chloride is permitted, in any form, in any concrete mix. Curing and protection of concrete for hot, cold or dry weather is to be as per clauses and of CAN/CSA. STRUCTURAL ALUMINUM 1. Aluminum sections shall be new. 2. Aluminum alloys shall conform to the Aluminum Association publication Aluminum Standards and Data ISO or ISO Extruded shapes, Tubes, Bolts, and Plate to be 6061 alloy uno. 4. Aluminum in contact with concrete or grout shall be given a heavy coat of alkali-resistant bituminous paint or other equivalent coating before installation. 5. Welding operators and procedures shall be qualified according to CSA W Submit shop drawings for review prior to start of steel fabrication. 7. Fabrication practices and tolerances shall be in accordance with CAN/CSA-S16, except bolt holed edge distance tolerance to be -0, +2mm. 8. Anchor and connection bolts to be ASTM A193 Stainless Steel. Anchors shall be embedded 300mm into concrete, complete with a nut and washer each end. 9. Unless noted otherwise, column base plates shall be 20 mm minimum thick. Anchor bolt holes shall be punched undersize and reamed to size. 10. Provide 6 mm cap plates for all tube members uno. 11. Aluminum shall be connected with fillet welds all-around uno. Weld size shall match the wall thickness of the thinnest part being connected uno. Welds to be ground smooth. TAMPER RESISTANCE AND CONNECTIONS 1. Connection hardware to be stainless steel uno. 2. Aluminum panels to be connected to structure with 6.4mm diameter stainless steel self-tapping screws at 450mm maximum centre to centre spacing. 3. Non-removable panels may be welded or glued by the manufacturer, as approved by Structural Engineer. 4. Panel connection screws to be tamper resistant Torx-Pin screws as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. 5. Visible connection bolts shall be Pentagon tamper resistant bolts, with Pentagon nuts as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. Anchor bolts to be secured with Pentagon security nuts. sign: Sign No. 6 - Directional 07 name: general notes

62 Sheet Number Sheet List Sheet Name 01 title and drawing list 02 typography, colours and pictograms 03 sign design - overview 04 sign design - graphic design details 05 sign construction - sections 06 sign construction - details 07 general notes Sign No. 6 Vehicular - Directional University House 1 - Phase 1 sign: Sign No. 6 - University House 1 01 name: title and drawing list

63 core colours clear anodized coating application: sign structure PANTONE 185 C application: pinstrip, arrows PANTONE 426 C application: text, crest - monochromatic PANTEONE 7541 C application: background, back panel (single sided sign) crest - reversed monochromatic gary oak motif - digital file is to be delivered by University of Victoria samples of typeface family arrow style and arrow size in relation to text height x 1/2X 1/2X 1/2X University of Victoria Logo, horizontal standard varies full colur opaque monochromatic opaque monochromatic reversed - Phase 1 sign: Sign No. 6 - University House 1 02 name: typography, colours and pictograms

64 north elevation scale 1:15 south elevation scale 1:15 - Phase 1 sign: Sign No. 6 - University House 1 03 name: sign design - overview

65 crest height: 95 mm pin strip to be 15 mm wide (typ) 850 type size: 230pt Description Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate Aluminum panel size (one piece): 1150 mm x 850 mm x 6.4 mm pin strip to be 15 mm wide (typ) Reflective vinyl: SRV (white reflective) Overlaminate: DOL ) One piece vinyl to be printed on, installed as per manufacturer s recommendations. 2) Use compatible UV inks and overlaminates as recommended by manufacturer 3) Wrap vinyl and overlaminate over the edges of the aluminum panel. scale 1:15 Refer to Adobe Photoshop files for detailed sample layout - Phase 1 sign: Sign No. 6 - University House 1 04 name: sign design - graphic design details

66 1275 alu. rain cap mechanically fastened to stringer with tamper resistant screws, as required. rain cap to have clear anodized finish leave 10mm min. gap between post and rain cap (typ) 3.2mm thick aluminum rain cap, welded to post rain cap to have clear anodized finish (typ) detail 1/06 section a length of tube 51mm x 51mm x 4.8mm aluminum square tube internal framing all connection to be welded (typ) leave open at bottom (typ) base to extend min 50mm above ground slope of grade varies grade 12 mm dia. tamper resistant s/s thru bolt (typ) 38 mm dia. hole for bolt installation 40mm x 10mm aluminum spacer w/ clear anodized finish. Spacer to terminate 50mm from top and bottom of framing (typ) 102mm x 102mm x 6.4mm aluminum square tube w/ clear anodized finish (typ) 225mm x 225mm x 19mm base plate w/ clear anodized finish welded to post 4-19mm s/s anchor bolts with washers and leveling nuts (typ) nuts to extend max 10mm above bolt fill with 35 MPa non-shrink grout (typ) section b/ EQ EQ 6.4mm thick aluminum sign panel to be mechanically fastened to internal framing with tamper resistant s/s screws detail 1/06 50 min. 600 min. 600 two ties at top 400mm dia. concrete foundation reinforced with 5-15M vert. 10mm 300mm 400mm dia. concrete foundation 600 min. front view/section scale 1:15 side view/section scale 1:15 detail 2/06 400mm dia. concrete foundation 225mm x 225mm x 19mm base plate w/ clear anodized finish welded to post. 102mm x 102mm x 19mm aluminum square tube w/ clear anodized finish. 4-19mm s/s anchor bolts General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. section a scale 1:15 - Phase 1 sign: Sign No. 6 - University House 1 05 name: sign construction - sections

67 2 s/s self tapping, tamper resistant screws 6.4 mm thick aluminum rain cap with clear anodized finish 3.2mm thick aluminum rain cap beyond w/ clear anodized finish welded to post (typ) 102mm x 102mm x 19mm aluminum square tube w/ clear anodized finish. 51mm x 51mm x 4.8mm aluminum square tube (internal framing) 6.4mm thick aluminum plate (sign panel) line of rain cap above 31 51mm x 51mm x 4.8mm aluminum square tube (internal framing) 38 mm dia. hole for bolt installation mm thick aluminum plate (sign panel) 12 mm dia. tamper resistant s/s thru bolt and washer (typ) 38mm dia hole (bolt access) 51mm x 51mm x 4.8mm aluminum square tube (internal framing) panel to extend 5mm below internal framing s/s self tapping, tamper resistant screws (typ) 40mm x 10mm aluminum spacer w/ clear anodized finish s/s washer 12 mm dia. tamper resistant s/s thru bolt (typ) 225 section detail 2 scale 1:2 19mm s/s anchor bolts with washers and leveling nuts. Bolt to extend 10mm max. above nut. Nuts to be locked with threadlocker - clean any visible residue after application (typ) (see also 07) 102mm x 102mm x 6.4mm aluminum square tube w/ anodized coating (typ) 225mm x 225mm x 19mm aluminum base plate w/ clear anodized coating welded to post (typ) General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. section detail 1 scale 1:2 section b (slip base) scale 1:5 - Phase 1 sign: Sign No. 6 - University House 1 06 name: sign construction - details

68 GENERAL NOTES 1. Provide self adhesive sign ID stickers. ID's should correspond with ID's shown on location plan Form and placement of stickers on signs is to be coordinated with University of Victoria 2. Fasteners: foundation (anchor bolts): bolts: Fastenal part #47406 (1/2" s/s threaded rod) washers: Fastenal part #71021 (1/2" s/s washers) nuts: Fastenal part #70714 (1/2" s/s nuts) posts: thru bolts: Fastenal part # (1/2" s/s x 5" button Socket Cap Screw) thru bolt washers: Fastenal part #71021 (1/2" s/s washers) thru bolt nuts: (1/2" s/s nuts) panels: security screws panel attachment: Fastenal part #BS SSH200 (10-24 x 3/4" button head security screw ) rain cap attachment: Fastenal part #BS SSH200 (10-24 x 3/4" button head security screw) 3. Threadlocker: Locktite 271 Red 4. Whenever anchor bolts are cut, contractor to ensure cut surfaces (terminated coating) are protected against rusting. 5. Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. STRUCTURAL NOTES DRAWINGS 1. These drawings show the completed project. The drawings do not show components that may be necessary for construction safety, which is the responsibility of the contractor. 2. The use of these drawings is limited to that indicated in the revisions column. 3. The information on these drawings shall not be used for any other project or works. DESIGN 1. The structures shown have been designed in substantial accordance with the British Columbia Building Code 2006, which is based on the National Building Code of Canada The following wind loads and factors were used: q50=0.63kpa, Iw=1.0-ULS, 0.75-SLS. FIELD REVIEW BY STRUCTURAL ENGINEER 1. Structural Engineer provides field review only for the work shown on these structural drawings, and it is conducted with such frequency as Structural Engineer deems appropriate to ascertain that the work is in general conformance with the documents prepared by Structural Engineer. Field review by Structural Engineer is not carried out for the Contractor s benefit, nor does it make Structural Engineer guarantors of the Contractor s work. It remains the Contractor s responsibility to build the work in conformance with the contract documents. Structural Engineer shall not be responsible for the acts or omissions of the Contractor, Sub-Contractor, or any other persons performing any of the work or for the failure of any of them to carry out the work in accordance with the contract documents. 2. Provide 24 hours advance notice of each required field review. Field reviews shall be scheduled to be carried out during normal business hours unless special arrangements are made with Structural Engineer. 3. The work to be reviewed shall be generally complete. STRUCTURAL NOTES (cont) CONCRETE AND REINFORCING STEEL 1. Concrete work shall conform to CAN/CSA-A23.1, CAN/CSA -A23.2, CAN/CSA -A23.3 and referenced documents. 2. Reinforcing shall conform to CAN/CSA-G30.18R Grade 400MPa. 3. Cover to reinforcing steel to be 50mm uno. 4. Portland cement shall be type gu unless noted otherwise. 5. Concrete shall have a unit weight of 23±1 kn/m3/ (145±5 pcf) unless noted otherwise. 6. Concrete shall have a compressive strength of 35MPa at 28 days, and conform to exposure class C-1 with a maximum water-cement ratio of 0.40 and air content of 5-8%. Maximum aggregate size to be 19mm. 7. No calcium chloride is permitted, in any form, in any concrete mix. Curing and protection of concrete for hot, cold or dry weather is to be as per clauses and of CAN/CSA. STRUCTURAL ALUMINUM 1. Aluminum sections shall be new. 2. Aluminum alloys shall conform to the Aluminum Association publication Aluminum Standards and Data ISO or ISO Extruded shapes, Tubes, Bolts, and Plate to be 6061 alloy uno. 4. Aluminum in contact with concrete or grout shall be given a heavy coat of alkali-resistant bituminous paint or other equivalent coating before installation. 5. Welding operators and procedures shall be qualified according to CSA W Submit shop drawings for review prior to start of steel fabrication. 7. Fabrication practices and tolerances shall be in accordance with CAN/CSA-S16, except bolt holed edge distance tolerance to be -0, +2mm. 8. Anchor and connection bolts to be ASTM A193 Stainless Steel. Anchors shall be embedded 300mm into concrete, complete with a nut and washer each end. 9. Unless noted otherwise, column base plates shall be 20 mm minimum thick. Anchor bolt holes shall be punched undersize and reamed to size. 10. Provide 6 mm cap plates for all tube members uno. 11. Aluminum shall be connected with fillet welds all-around uno. Weld size shall match the wall thickness of the thinnest part being connected uno. Welds to be ground smooth. TAMPER RESISTANCE AND CONNECTIONS 1. Connection hardware to be stainless steel uno. 2. Aluminum panels to be connected to structure with 6.4mm diameter stainless steel self-tapping screws at 450mm maximum centre to centre spacing. 3. Non-removable panels may be welded or glued by the manufacturer, as approved by Structural Engineer. 4. Panel connection screws to be tamper resistant Torx-Pin screws as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. 5. Visible connection bolts shall be Pentagon tamper resistant bolts, with Pentagon nuts as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. Anchor bolts to be secured with Pentagon security nuts. - Phase 1 sign: Sign No. 6 - University House 1 07 name: general notes

69 Sheet Number Sheet List Sheet Name 01 title and drawing list 02 typography, colours and pictograms 03 sign design - overview 04 sign design - graphic design details 05 sign construction - sections 06 sign construction - details 07 general notes Sign No. 7 Vehicular - Finnerty Gardens sign: Sign No. 7 - Finnerty Gardens 01 name: title and drawing list

70 core colours clear anodized coating application: sign structure PANTONE 368 C application: pinstrip, arrows PANTONE 426 C application: text, crest - monochromatic PANTEONE 7541 C application: background, back panel (single sided sign) crest - reversed monochromatic gary oak motif - digital file is to be delivered by University of Victoria samples of typeface family arrow style and arrow size in relation to text height x 1/2X 1/2X 1/2X University of Victoria Logo, horizontal standard varies full colur opaque monochromatic opaque monochromatic reversed sign: Sign No. 7 - Finnerty Gardens 02 name: typography, colours and pictograms

71 Finnerty Gardens - Primary scale 1:15 Finnerty Gardens - Directional scale 1:15 sign: Sign No. 7 - Finnerty Gardens 03 name: sign design - overview

72 120 opaque monochromatic reversed crest crest height: 95 mm pin strip to be 15 mm wide (typ) EQ. EQ. 150 Description Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate Aluminum panel size (one piece): 1500 mm x 750 mm x 6.4 mm See 05 for details. type size: 415pt 250 Vinyl: Overlaminate: 3M IJ180, MPI 2005 or equivalent 3M 8914, Avery DOL 6060 or equivalent. primary type size: 415pt ) One piece vinyl to be printed on, installed as per manufacturer s recommendations. 2) Use compatible UV inks and overlaminates as recommended by manufacturer 3) Wrap vinyl and overlaminate over the edges of the aluminum panel. 4) If single sided sign then back panel to receive vinyl printed with PANTEONE 7541 C Refer to Adobe Photoshop files for detailed sample layout directional rhododendron motif (see relevant Adobe Photoshop file) pin strip to be 15 mm wide (typ) scale 1: scale 1:15 sign: Sign No. 7 - Finnerty Gardens 04 name: sign design - graphic design details

73 1625 leave 10mm min. gap between post and rain cap (typ) alu. rain cap mechanically fastened to stringer with tamper resistant screws, as required. rain cap to have clear anodized finish 3.2mm thick aluminum rain cap, welded to post rain cap to have clear anodized finish (typ) detail 1/06 section a length of tube 51mm x 51mm x 4.8mm aluminum square tube internal framing all connection to be welded (typ) leave open at bottom (typ) base to extend min 50mm above ground slope of grade varies grade 12 mm dia. tamper resistant s/s thru bolt (typ) 38 mm dia. hole for bolt installation 40mm x 10mm aluminum spacer w/ clear anodized finish. Spacer to terminate 50mm from top and bottom of framing (typ) 102mm x 102mm x 6.4mm aluminum square tube w/ clear anodized finish (typ) 225mm x 225mm x 19mm base plate w/ clear anodized finish welded to post 4-19mm s/s anchor bolts with washers and leveling nuts (typ) nuts to extend max 10mm above bolt fill with 35 MPa non-shrink grout (typ) section b/ EQ EQ 6.4mm thick aluminum sign panel to be mechanically fastened to internal framing with tamper resistant s/s screws detail 1/06 50 min. 600 min. 600 two ties at top 400mm dia. concrete foundation reinforced with 5-15M vert. 10mm 300mm 400mm dia. concrete foundation 600 min. front view/section scale 1:15 side view/section scale 1:15 detail 2/06 400mm dia. concrete foundation 225mm x 225mm x 19mm base plate w/ clear anodized finish welded to post. 102mm x 102mm x 19mm aluminum square tube w/ clear anodized finish. 4-19mm s/s anchor bolts General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. section a scale 1:15 sign: Sign No. 7 - Finnerty Gardens 05 name: sign construction - sections

74 2 s/s self tapping, tamper resistant screws 6.4 mm thick aluminum rain cap with clear anodized finish 3.2mm thick aluminum rain cap beyond w/ clear anodized finish welded to post (typ) 102mm x 102mm x 19mm aluminum square tube w/ clear anodized finish. 51mm x 51mm x 4.8mm aluminum square tube (internal framing) 6.4mm thick aluminum plate (sign panel) line of rain cap above 31 51mm x 51mm x 4.8mm aluminum square tube (internal framing) 38 mm dia. hole for bolt installation mm thick aluminum plate (sign panel) 12 mm dia. tamper resistant s/s thru bolt and washer (typ) 38mm dia hole (bolt access) 51mm x 51mm x 4.8mm aluminum square tube (internal framing) s/s self tapping, tamper resistant screws (typ) s/s washer 40mm x 10mm aluminum spacer w/ clear anodized finish 12 mm dia. tamper resistant s/s thru bolt (typ) section detail 2 scale 1:2 19mm s/s anchor bolts with washers and leveling nuts. Bolt to extend 10mm max. above nut. Nuts to be locked with threadlocker - clean any visible residue after application (typ) (see also 07) panel to extend 5mm below internal framing mm x 102mm x 6.4mm aluminum square tube w/ anodized coating (typ) 225mm x 225mm x 19mm aluminum base plate w/ clear anodized coating welded to post (typ) General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. section detail 1 scale 1:2 section b (slip base) scale 1:5 sign: Sign No. 7 - Finnerty Gardens 06 name: sign construction - details

75 GENERAL NOTES 1. Provide self adhesive sign ID stickers. ID's should correspond with ID's shown on location plan Form and placement of stickers on signs is to be coordinated with University of Victoria 2. Fasteners: foundation (anchor bolts): bolts: Fastenal part #47406 (1/2" s/s threaded rod) washers: Fastenal part #71021 (1/2" s/s washers) nuts: Fastenal part #70714 (1/2" s/s nuts) posts: thru bolts: Fastenal part # (1/2" s/s x 5" button Socket Cap Screw) thru bolt washers: Fastenal part #71021 (1/2" s/s washers) thru bolt nuts: (1/2" s/s nuts) panels: security screws panel attachment: Fastenal part #BS SSH200 (10-24 x 3/4" button head security screw ) rain cap attachment: Fastenal part #BS SSH200 (10-24 x 3/4" button head security screw) 3. Threadlocker: Locktite 271 Red 4. Whenever anchor bolts are cut, contractor to ensure cut surfaces (terminated coating) are protected against rusting. 5. Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. STRUCTURAL NOTES DRAWINGS 1. These drawings show the completed project. The drawings do not show components that may be necessary for construction safety, which is the responsibility of the contractor. 2. The use of these drawings is limited to that indicated in the revisions column. 3. The information on these drawings shall not be used for any other project or works. DESIGN 1. The structures shown have been designed in substantial accordance with the British Columbia Building Code 2006, which is based on the National Building Code of Canada The following wind loads and factors were used: q50=0.63kpa, Iw=1.0-ULS, 0.75-SLS. FIELD REVIEW BY STRUCTURAL ENGINEER 1. Structural Engineer provides field review only for the work shown on these structural drawings, and it is conducted with such frequency as Structural Engineer deems appropriate to ascertain that the work is in general conformance with the documents prepared by Structural Engineer. Field review by Structural Engineer is not carried out for the Contractor s benefit, nor does it make Structural Engineer guarantors of the Contractor s work. It remains the Contractor s responsibility to build the work in conformance with the contract documents. Structural Engineer shall not be responsible for the acts or omissions of the Contractor, Sub-Contractor, or any other persons performing any of the work or for the failure of any of them to carry out the work in accordance with the contract documents. 2. Provide 24 hours advance notice of each required field review. Field reviews shall be scheduled to be carried out during normal business hours unless special arrangements are made with Structural Engineer. 3. The work to be reviewed shall be generally complete. STRUCTURAL NOTES (cont) CONCRETE AND REINFORCING STEEL 1. Concrete work shall conform to CAN/CSA-A23.1, CAN/CSA -A23.2, CAN/CSA -A23.3 and referenced documents. 2. Reinforcing shall conform to CAN/CSA-G30.18R Grade 400MPa. 3. Cover to reinforcing steel to be 50mm uno. 4. Portland cement shall be type gu unless noted otherwise. 5. Concrete shall have a unit weight of 23±1 kn/m3/ (145±5 pcf) unless noted otherwise. 6. Concrete shall have a compressive strength of 35MPa at 28 days, and conform to exposure class C-1 with a maximum water-cement ratio of 0.40 and air content of 5-8%. Maximum aggregate size to be 19mm. 7. No calcium chloride is permitted, in any form, in any concrete mix. Curing and protection of concrete for hot, cold or dry weather is to be as per clauses and of CAN/CSA. STRUCTURAL ALUMINUM 1. Aluminum sections shall be new. 2. Aluminum alloys shall conform to the Aluminum Association publication Aluminum Standards and Data ISO or ISO Extruded shapes, Tubes, Bolts, and Plate to be 6061 alloy uno. 4. Aluminum in contact with concrete or grout shall be given a heavy coat of alkali-resistant bituminous paint or other equivalent coating before installation. 5. Welding operators and procedures shall be qualified according to CSA W Submit shop drawings for review prior to start of steel fabrication. 7. Fabrication practices and tolerances shall be in accordance with CAN/CSA-S16, except bolt holed edge distance tolerance to be -0, +2mm. 8. Anchor and connection bolts to be ASTM A193 Stainless Steel. Anchors shall be embedded 300mm into concrete, complete with a nut and washer each end. 9. Unless noted otherwise, column base plates shall be 20 mm minimum thick. Anchor bolt holes shall be punched undersize and reamed to size. 10. Provide 6 mm cap plates for all tube members uno. 11. Aluminum shall be connected with fillet welds all-around uno. Weld size shall match the wall thickness of the thinnest part being connected uno. Welds to be ground smooth. TAMPER RESISTANCE AND CONNECTIONS 1. Connection hardware to be stainless steel uno. 2. Aluminum panels to be connected to structure with 6.4mm diameter stainless steel self-tapping screws at 450mm maximum centre to centre spacing. 3. Non-removable panels may be welded or glued by the manufacturer, as approved by Structural Engineer. 4. Panel connection screws to be tamper resistant Torx-Pin screws as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. 5. Visible connection bolts shall be Pentagon tamper resistant bolts, with Pentagon nuts as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. Anchor bolts to be secured with Pentagon security nuts. sign: Sign No. 7 - Finnerty Gardens 07 name: general notes

76 Sheet Number Sheet List Sheet Name 01 title and drawing list 02 typography, colours and pictograms 03 sign design - overview 04 sign design - overview cont. 05 sign design - graphic design details 06 sign design - graphic design details cont. 07 sign construction - cross section 08 sign construction - section plans 09 sign construction - painted canopy plan and details 10 sign construction - details 11 typical concrete slab 12 general notes Sign No. 8 Pedestrian - Map Directory Kiosk sign: Sign No. 8 Pedestrian Map Directory Kiosk 01 name: title and drawing list

77 core colours clear anodized coating application: sign structure PANTONE 185 C application: pinstrip, arrows PANTONE 426 C application: text, crest - monochromatic PANTEONE 7541 C application: background, crest - reversed monochromatic gary oak motif - digital file is to be delivered by University of Victoria samples of typeface family arrow style and arrow size in relation to text height x 1/2X 1/2X 1/2X University of Victoria Logo, horizontal standard varies full colur opaque monochromatic opaque monochromatic reversed sign: Sign No. 8 Pedestrian Map Directory Kiosk 02 name: typography, colours and pictograms

78 General Note: Where applicable, provide 6.4mm thick aluminum spacer under aluminum sign panels to make up for acrylic panel thickness see also detail 1/8-11 side elevation scale 1:20 front elevation scale 1:20 sign: Sign No. 8 Pedestrian Map Directory Kiosk 03 name: sign design - overview

79 connection lines (clear anodized coating option only) 3667 General Note: Where applicable, provide 6.4mm thick aluminum spacer under aluminum sign panels to make up for acrylic panel thickness see also detail 1/8-11 side elevation scale 1:20 back elevation scale 1:20 sign: Sign No. 8 Pedestrian Map Directory Kiosk 04 name: sign design - overview cont.

80 opening for post 150 Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate. 19mm thick acrylic push-thru pictogram Aluminum panel size: 1190 mm x 500 mm x 3.2 mm Non-glare clear acrylic: Plaskolite OPTIX Abrasion Resistant Non-Glare or equivalent. Clear acrylic (pictograms): Plaskolite OPTIX, Chemcast GP or equivalent top panel: 3.2mm thick aluminum with digitally printed vinyl (Gary Oak motif) protected with anti-graffiti, optically clear overlaminate. back panel: Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate. Aluminum panel size: 710 mm x 1848 mm x 3.2 mm First surface prints: Vinyl: 3M IJ180, MPI 2005 or equivalent Overlaminate: 3M 8914, Avery DOL 6060 or equivalent. 2nd surface prints: CAV-50 reverse print - i/w/i (2nd surface) Overlaminate: 3M 8914, Avery DOL 6060 or equivalent (first surface) non-glare clear acrylic panel, digitally printed-on vinyl, diffusion layer. Acrylic panel size: 1200 mm x 1200 mm x 6.4 mm 1) Vinyl to be printed on, installed as per manufacturer s recommendations. 2) Use compatible UV inks and overlaminates as recommended by manufacturer 3) Where applicable wrap vinyl and overlaminate over the edges of the alu. panel. 4) All panels to be mechanically festened to substrate. 5) Directory map shown for reference only. directory map with all associated texts and pictograms to be provided in digital format by University of Victoria 6) Manufacturer to confirm all dimensions prior to fabrication. bottom panel: 3.2 mm thick aluminum with clear anodized coating Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate. Aluminum panel size: 1190 mm x 150 mm x 3.2 mm General note: Manufacturer to confirm all dimensions prior to fabrication. sign: Sign No. 8 Pedestrian Map Directory Kiosk 05 name: sign design - graphic design details

81 220 opaque monochromatic reversed crest height: 95 mm 19mm thick clear acrylic glued to inside face of aluminum panel. Red translucent vinyl applied to front of push through pictogram and white diffuser vinyl applied on the back face. 220 pin strip to be 15 mm wide (typ) 120 EQ EQ. type size: 50pt type size: 22pt directory map shown for reference only. current directory map to be provided in digital format by University of Victoria R 16 EQ. EQ.1 EQ.1 R 100 R pin strip to be 15 mm wide (typ) 30 General note: Manufacturer to confirm all dimensions prior to fabrication. sign: Sign No. 8 Pedestrian Map Directory Kiosk 06 name: sign design - graphic design details cont.

82 51mm x 51mm x 4.8mm aluminum square tube sign framing (typ) 203mm x 203mm x 6.4mm HSS with powder coat finish (to match clear anodize coating) fill with 35 MPa non-shrink grout (typ) 350mm x 350mm x 25mm base plate welded to post w/ powder coat finish (to match clear anodize coating) round-off plate corners - radius 10 mm (typ.) 4-19mm s/s anchor bolts with washers and leveling nuts nuts to extend max 15mm above bolt. Nuts to be locked with Locktite 271 Red - clean any visible residue after application (typ) min. 3.2 mm thick aluminum on top and 6.4 mm thick on sides painted with 2 part urethane paint, to match coating on post welded to roof members 51mm x 102mm x 3.2mm aluminum rectangular tube painted with 2 part urethane paint, to match coating on post all connection to be welded extend roof ing 10 mm min. below roof members 3.2mm thick aluminum rolled cap bolted to sign framing top and bottom of cap to be flush with side panels expansion joint internally lit area 2-19mm dia. s/s thru bolts (typ) see structural notes section b section a detail 3/8-10 expansion joint 150mm thick concrete pad single #14 AWG stranded wire looping through LED modules US LED PNT-3-12-W or equivalent - space fixtures as per manufacturer's recommendations to ensure even light distribution 19mm thick PVC panel (LED support) maintain 5mm min gap between edge of panel and sign framing where applicable. 2 ties at top 600 mm x 600 mm pilaster reinforced w/ 8-C15M vert. 250 ties 27 mm dia PVC conduit min depth 450 mm 600mm in traffic areas 4-15M each way top and bottom long section scale 1:15 1) provide ventilation holes as required 2) US LED PSA power supply to provide source of power to a maximum of 50 MegaBright 12 LED Modules 3) Sign must have a CSA label as an assembly US LED PSA (LED120A0012V50F) or equivalent power supply - one on each side of the sign electrical junction box detail 1/8-10 (sim) 100mm thick concrete pad General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect sign: Sign No. 8 Pedestrian Map Directory Kiosk name: sign construction - cross section 07

83 600mm x 600mm concrete post expansion joint 1200mm x 1200mm x 250mm concrete footing R mm x 51mm x 4.8mm aluminum angle as required (PVC support) detail 4/ mm thick min. concrete pad 25mm chamfered edge outline of sign cabinet mm x 203mm x 6.4mm HSS with powder coat finish (to match clear anodize coating) 350mm x 350mm x 25mm base plate welded to post w/ powder coat finish (to match clear anodize coating) round-off plate corners - radius 10 mm (typ.) 4-19mm s/s anchor bolts with washers and leveling nuts (typ US LED PNT-3-12-W or equivalent - space fixtures as per manufacturer's recommendations to ensure even light distribution section a scale 1:15 detail 2/ mm thick PVC panel (LED support) maintain 5mm min gap between edge of panel and sign framing where applicable section b scale 1: mm dia. s/s thru bolts (typ) see structural notes round-off plate corners radius to be 10 mm (typ.) mm x 203mm x 6.4mm HSS with powder coat finish (to match clear anodize coating) US LED PSA (LED120A0012V50F) or equivalent power supply one for each side of sign 300 electrical junction box General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. EQ EQ sign: Sign No. 8 Pedestrian Map Directory Kiosk name: sign construction - section plans 08

84 51mm x 102mm x 3.2mm aluminum rectangular tube w/ paint finish (colour to match clear anodized coating) all connection to be welded mm thick aluminum bracket welded to the side of the rafter (typ) manufacturer to ensure post with brackets on sides will fit into provided space General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. roof (paint finish option) plan scale 1: sign: Sign No. 8 Pedestrian Map Directory Kiosk name: sign construction - painted canopy plan and details 09

85 s/s self tapping, temper resistant screws (typ) 6.4mm thick, 38mm wide aluminum retainer with printed on vinyl. overlaminate finish 6.4mmk thick acrylic panel 50mm x 50mm x 6.4 mm thick aluminum angle (panel support) at corners welded to sign framing 20 always maintain 20mm shadow depth on perimeter of the acrylic panel s/s self tapping tamper resistant screws (typ) 51mm x 51mm x 4.8mm aluminum square tube below R mm thick custom made aluminum profile (panel support) as required - welded to sign framing 3.2 mm thick aluminum sign panel) mm thick aluminum with paint finish welded to roof members plate to be welded to the side of roof rafter detail 4 scale 1:2 19 mm dia. tamper resistant s/s thru bolt (typ) see structural notes 6.4mm thick aluminum sign panel 20 always maintain 20mm shadow depth on perimeter of the acrylic panel 3.2mm thick aluminum profile with top an bottom caps and print-on vinyl/overlaminate finish to be welded to sign framing, detail 2 scale 1: mm thick aluminum spacer beyond as required mm x 102mm x 3.2mm aluminum rectangular tube w/ clear anodized coating or paint finish (to be determined by UVic) all connection to be welded 6.4 mm thick aluminum bracket c/w 4-19 mm dia tamper resistant s/s thru bolts detail 3 scale 1:5 51mm x 51mm x 4.8mm aluminum tube 6.4mm thick acrylic clear panel, vinyl with digital print and diffusion layer 20 EQ EQ detail 1 scale 1:2 always maintain 20mm shadow depth on perimeter of the acrylic panel General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. sign: Sign No. 8 Pedestrian Map Directory Kiosk 10 name: sign construction - details

86 concrete pad as per 08 of arch. drawings (raised edge of the pad acts as a warning element for visually impaired.) chamfer edges create continuous 10mm min. expansion joint along the edge of the existing sidewalk - fill with elasometric sealant create continuous 10mm expansion joint along the edge of the concret pad - fill with elasometric sealant. General Notes: 1) top of 100mm thick concrete slab to be flush with existing sidewalk. Concrete pad is to be modified accordingly - always maintain 50mm height difference. 2) drawing should be read in conjunction with arch. specifications 3) Contractor to verify all dimensions on site prior to sign installation CONCRETE SLAB TO BE LEVEL 100 mm thick concrete slab on compacted gravel bed to match existing sidewalk - see arch specifications Section (typ) line of sign cabinet above CONCRETE SLAB TO BE LEVEL sign post and base as per arch mm thick concrete pad on 150mm thick compacted gravel bed chamfer edges of concrete (typ) edge of existing sidewalk (extend of work) section a section a / / mm thick concrete pad on 150mm thick compacted gravel bed create continuous 10mm min. expansion joint along the edge of the existing sidewalk - fill with elasometric sealant. existing concrete sidewalk 1. plan view scale 1:30 2. section a-a scale 1:30 sign footing General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. sign: Sign No. 8 Pedestrian Map Directory Kiosk 11 name: typical concrete slab

87 GENERAL NOTES 1. Provide self adhesive sign ID stickers. ID's should correspond with ID's shown on location plan Form and placement of stickers on signs is to be coordinated with University of Victoria 2. Fasteners: foundation (anchor bolts): bolts: Fastenal part #47349 (3/4" s/s threaded ) washers: Fastenal part #71027 (3/4" s/s wahers) nuts: Fastenal part #70717 (3/4" s/s nuts) panels: security screws panel attachment: Fastenal part #BS SSH200 (10-24 x 3/4" button head security screw) 3. Whenever anchor bolts are cut, contractor to ensure cut surfaces (terminated coating) are protected against rusting. 4. Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. STRUCTURAL NOTES DRAWINGS 1. These drawings show the completed project. The drawings do not show components that may be necessary for construction safety, which is the responsibility of the contractor. 2. The use of these drawings is limited to that indicated in the revisions column. 3. The information on these drawings shall not be used for any other project or works. DESIGN 1. The structures shown have been designed in substantial accordance with the British Columbia Building Code 2006, which is based on the National Building Code of Canada The following wind loads and factors were used: q50=0.63kpa, Iw=1.0-ULS, 0.75-SLS. FIELD REVIEW BY STRUCTURAL ENGINEER 1. Structural Engineer provides field review only for the work shown on these structural drawings, and it is conducted with such frequency as Structural Engineer deems appropriate to ascertain that the work is in general conformance with the documents prepared by Structural Engineer. Field review by Structural Engineer is not carried out for the Contractor s benefit, nor does it make Structural Engineer guarantors of the Contractor s work. It remains the Contractor s responsibility to build the work in conformance with the contract documents. Structural Engineer shall not be responsible for the acts or omissions of the Contractor, Sub-Contractor, or any other persons performing any of the work or for the failure of any of them to carry out the work in accordance with the contract documents. 2. Provide 24 hours advance notice of each required field review. Field reviews shall be scheduled to be carried out during normal business hours unless special arrangements are made with the Structural Engineer. 3. The work to be reviewed shall be generally complete. CONCRETE AND REINFORCING STEEL 1. Concrete work shall conform to CAN/CSA-A23.1, CAN/CSA -A23.2, CAN/CSA -A23.3 and referenced documents. 2. Reinforcing shall conform to CAN/CSA-G30.18R Grade 400MPa. 3. Cover to reinforcing steel to be 50mm uno. 4. Portland cement shall be type gu unless noted otherwise. 5. Concrete shall have a unit weight of 23±1 kn/m3/ (145±5 pcf) unless noted otherwise. STRUCTURAL NOTES (cont) 6. Concrete shall have a compressive strength of 35MPa at 28 days, and conform to exposure class C-1 with a maximum water-cement ratio of 0.40 and air content of 5-8%. Maximum aggregate size to be 19mm. 7. No calcium chloride is permitted, in any form, in any concrete mix. Curing and protection of concrete for hot, cold or dry weather is to be as per clauses and of CAN/CSA. STRUCTURAL ALUMINUM 1. Aluminum sections shall be new. 2. Aluminum alloys shall conform to the Aluminum Association publication Aluminum Standards and Data ISO or ISO Extruded shapes, Tubes, Bolts, and Plate to be 6061 alloy uno. 4. Aluminum in contact with concrete or grout shall be given a heavy coat of alkali-resistant bituminous paint or other equivalent coating before installation. 5. Welding operators and procedures shall be qualified according to CSA W Submit shop drawings for review prior to start of steel fabrication. 7. Fabrication practices and tolerances shall be in accordance with CAN/CSA-S16, except bolt holed edge distance tolerance to be -0, +2mm. 8. Anchor and connection bolts to be ASTM A193 Stainless Steel. Anchors shall be embedded 300mm into concrete, complete with a nut and washer each end. 9. Unless noted otherwise, column base plates shall be 20 mm minimum thick. Anchor bolt holes shall be punched undersize and reamed to size. 10. Provide 6 mm cap plates for all tube members uno. 11. Aluminum shall be connected with fillet welds all-around uno. Weld size shall match the wall thickness of the thinnest part being connected uno. Welds to be ground smooth. TAMPER RESISTANCE AND CONNECTIONS 1. Connection hardware to be stainless steel uno. 2. Aluminum panels to be connected to structure with 6.4mm diameter stainless steel self-tapping screws at 450mm maximum centre to centre spacing. 3. Non-removable panels may be welded or glued by the manufacturer, as approved by Structural Engineer. 4. Panel connection screws to be tamper resistant Torx-Pin screws as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. 5. Visible connection bolts shall be Pentagon tamper resistant bolts, with Pentagon nuts as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. Anchor bolts to be secured with Pentagon security nuts. ELECTRICAL NOTES 1. Signs must be provided with CSA label 2. LED modules, power supplies, cable, wire and junction box must be integral with signs 3. All electrical installations to be done in accordance with the Canadian Electrical Code and as reccomended by the LED lighting manufacturer. 4. Run 2#8 +GND conductors in 27mm PVC conduit from sign to existing campus exterior lighting pole standard. Intercept existing underground conduit, install an H20 rated flush junction box with bolt-on cover and splice into exterior lighting circuit. 4. The sign manufacturer shall provide an electrical shop drawings indicating input power requirements and a schematic wiring diagram for the sign. sign: Sign No. 8 Pedestrian Map Directory Kiosk 12 name: general notes

88 Sheet Number Sheet List Sheet Name 01 title and drawing list 02 typography, colours and pictograms 03 sign design - overview 04 sign design - graphic design details 05 sign construction - section 06 sign construction - plans and sections 07 sign construction - details 08 sign construction - push thru pictogram 09 general notes Sign No. 9 Pedestrian - Major Directional sign: Sign No. 9 - Major Directional 01 name: title and drawing list

89 core colours clear anodized coating application: sign structure PANTONE 185 C application: pinstrip, arrows PANTONE 426 C application: text, crest - monochromatic PANTEONE 7541 C application: background, crest - reversed monochromatic gary oak motif - digital file is to be delivered by University of Victoria samples of typeface family arrow style and arrow size in relation to text height x 1/2X 1/2X 1/2X University of Victoria Logo, horizontal standard varies full colur opaque monochromatic opaque monochromatic reversed sign: Sign No. 9 - Major Directional 02 name: typography, colours and pictograms

90 (copy area) General Note: Where applicable, provide 6.4mm thick aluminum spacer under aluminum sign panels to make up for acrylic panel thickness see also detail 3/9-07 back side front side scale 1:15 sign: Sign No. 9 - Major Directional 03 name: sign design - overview

91 Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate. Aluminum panel size: 283 mm x 744 mm x 3.2 mm Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate. Aluminum panel size: 270 mm x 506 mm x 3.2 mm Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate. 19mm thick acrylic push-thru pictogram - see dwg 08 for details. Aluminum panel size: 744 mm x 506 mm x 6.4 mm 60 (min) 60 (min) 60 (min) 60 (min) type size: 48pt EQ. Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate. For aluminum panel size see sign construction drawings Non-glare clear acrylic: Plaskolite OPTIX Abrasion Resistant Non-Glare or equivalent. Clear acrylic (pictograms): Plaskolite OPTIX, Chemcast GP or equivalent First surface prints: Vinyl: 3M IJ180, MPI 2005 or equivalent Overlaminate: 3M 8914, Avery DOL 6060 or equivalent. 2nd surface prints: CAV-50 reverse print - i/w/i (2nd surface) Overlaminate: 3M 8914, Avery DOL 6060 or equivalent (first surface) EQ. pin strip to be 15 mm wide (typ) 6.4 mm thick non-glare clear acrylic panel 1) Vinyl to be printed on, installed as per manufacturer s recommendations. 2) Use compatible UV inks and overlaminates as recommended by manufacturer 3) Where applicable wrap vinyl and overlaminate over the edges of the alu. panel. 4) All panels to be mechanically festened to substrate. 5) Directory map shown for reference only. directory map with all associated texts and pictograms to be provided in digital format by University of Victoria 6) Manufacturer to confirm all dimensions prior to fabrication. 7) Manufacturer to ensure watertightness of panel conenctions. Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate. Aluminum panel size: 270 mm x 506 mm x 3.2 mm Refer to Adobe Photoshop files for detailed sample layout Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate. Aluminum panel size: 744 mm x 506 mm x 6.4 mm scale 1:15 sides front sign: Sign No. 9 - Major Directional 04 name: sign design - graphic design details

92 grade US LED PNT-3-12-W space fixtures as per manufacturer's recommendations to ensure even light distribution 2 x 51mm x 102mm x 4.8mm with 51mm x 51mm x 4.8mm tube in the middle aluminum rectangular tubes (sign framing) all connections to be welded 12mm thick PVC panel (LED support) always maintain 5mm min gap between PVC and sign framing 51mm x 51mm x 4.8mm aluminum square tube (sign framing) all connections to be welded 51mm x 51mm x 4.8mm aluminum angle (PVC panel support) spaced 750mm o.c. max. 2 x 51mm x 127mm x 4.8mm aluminum rectangular tube (sign framing) all connections to be welded 640mm x 254mm x 12mm aluminum plate 19mm s/s anchor bolts with washers and leveling nut (typ) 1) provide ventilation holes as required 2) US LED PSA-12-60power supply to provide source of power to a max. of 50 MegaBright 12 LED Modules 3) Sign must have a CSA label as an assembly long section scale 1: min. single #14 AWG stranded wire looping through LED modules sign panels not shown for clarity electrical junction box install insect screen on all four sides of concrete base) if sign located in paved area provide expansion joint (typ) 27 mm dia PVC conduit min depth 450 mm 600mm in traffic areas US LED PNT-3-12-W or equivalent - space fixtures as per manufacturer's recommendations to ensure even light distribution US LED PSA (LED120A0012V50F) or equivalent power supply - one on each side of the sign fill with 35 MPa non-shrink grout (typ) General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. sign: Sign No. 9 - Major Directional name: sign construction - section 05

93 6.4mm alu. sign panel with 6.4 mm thick spacers (to make up for acrylic glass thickness) mechanically fastened to internal framing grade min. 12mm thick PVC (LED support) 19mm s/s anchor bolts with washers and leveling nut (typ) mm alu. sign panel with 6.4 mm thick spacers (to make up for acrylic glass thickness) mechanically fastened to internal framing mm aluminum plate on sides and top 19mm thick acrylic push-thru letters section a 6.4mm acrylic panel physically held in place with wrap-around side panels & overlapping face panels section b detail 1/07 640mm x 254mm x 12mm aluminum plate 2-10M cont. 250mm o.c. 150mm o.c. 3-15M cont. 12mm thick PVC (LED panel) detail 2/07 6.4mm non-glare clear acrylic panel on front and back section plan a scale 1:15 640mm x 254mm x 12mm aluminum plate 19mm s/s anchor bolts with washers and leveling nut (typ) outline of foundation cross section scale 1:15 section plan b scale 1: fill with 35 MPa non-shrink grout (typ) sign panels to extend 5 mm below sign framing 2 x 51mm x 102mm x 4.8mm with 51mm x 51mm x 4.8mm tube in the middle aluminum rectangular tubes (sign framing) - all connections to be welded detail 3/07 electrical junction box TECK Cable US LED PSA (LED120A0012V50F) or equivalent power supply General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. 25mm PVC conduit penetration sign: Sign No. 9 - Major Directional name: sign construction - plans and sections 06

94 mm thick aluminum rain cap mechanically fastened to sign structure Ensure watertight connection. TOP s/s self tapping, tamper resistant screws (typ) s/s self tapping, tamper resistant screws (typ) 6.4mm thick acrylic clear panel, vinyl with digital print and diffusion layer FRONT mm thick aluminum retainer 38 2 x 51mm x 102mm x 4.8mm with 51mm x 51mm x 4.8mm in the middle aluminum rectangular tubes (sign framing) - all connections to be welded 6.4mm thick aluminum spacer (as required) 51mm x 51mm x 4.8mm aluminum square tube beyond (sign framing) 6 mm dia. s/s thru bolt (typ) 3.2 mm thick aluminum panel 6.4mm thick aluminum sign panel typical on front and back 12mm thick PVC (LED support) detail 1 scale 1:2 SIDE 6.4mm thick aluminum sign panel 6.4mm thick aluminum spacer beyond as required US LED PN-3-12-W or equivalent 51mm x 51mm x 4.8mm aluminum tube 6.4mm thick acrylic clear panel, vinyl with digital print and diffusion layer 20 EQ EQ 51mm x 51mm x 4.8mm aluminum square tube beyond (sign framing) 38 always maintain 20mm shadow depth on perimeter of the acrylic panel 6.4mm thick acrylic clear panel, vinyl with digital print and diffusion layer mm thick aluminum retainer General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. detail 3 scale 1:2 BACK always maintain 20mm deep shadow detail 2 scale 1:2 sign: Sign No. 9 - Major Directional 07 name: sign construction - details

95 EQ EQ outline of acrylic push through panel 6.4mm thick aluminum sign panel section a EQ EQ R 145 R mm thick clear acrylic w/ applied vinyl on back and front faces interior side panel elevation scale 1:5 exterior side 6.4mm thick aluminum sign panel General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. 19mm thick clear acrylic glued to inside face of aluminum panel. Red translucent vinyl applied to front of push through pictogram and white diffuser vinyl applied on the back face. section a scale 1:5 sign: Sign No. 9 - Major Directional 08 name: sign construction - push thru pictogram

96 GENERAL NOTES 1. Provide self adhesive sign ID stickers. ID's should correspond with ID's shown on location plan Form and placement of stickers on signs is to be coordinated with University of Victoria 2. Fasteners: foundation (anchor bolts): bolts: Fastenal part #47349 (3/4" s/s threaded ) washers: Fastenal part #71027 (3/4" s/s wahers) nuts: Fastenal part #70717 (3/4" s/s nuts) panels: security screws panel attachment: Fastenal part #BS SSH200 (10-24 x 3/4" button head security screw) 3. Whenever anchor bolts are cut, contractor to ensure cut surfaces (terminated coating) are protected against rusting. 4. Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. STRUCTURAL NOTES DRAWINGS 1. These drawings show the completed project. The drawings do not show components that may be necessary for construction safety, which is the responsibility of the contractor. 2. The use of these drawings is limited to that indicated in the revisions column. 3. The information on these drawings shall not be used for any other project or works. DESIGN 1. The structures shown have been designed in substantial accordance with the British Columbia Building Code 2006, which is based on the National Building Code of Canada The following wind loads and factors were used: q50=0.63kpa, Iw=1.0-ULS, 0.75-SLS. FIELD REVIEW BY STRUCTURAL ENGINEER 1. Structural Engineer provides field review only for the work shown on these structural drawings, and it is conducted with such frequency as Structural Engineer deems appropriate to ascertain that the work is in general conformance with the documents prepared by Structural Engineer. Field review by Structural Engineer is not carried out for the Contractor s benefit, nor does it make Structural Engineer guarantors of the Contractor s work. It remains the Contractor s responsibility to build the work in conformance with the contract documents. Structural Engineer shall not be responsible for the acts or omissions of the Contractor, Sub-Contractor, or any other persons performing any of the work or for the failure of any of them to carry out the work in accordance with the contract documents. 2. Provide 24 hours advance notice of each required field review. Field reviews shall be scheduled to be carried out during normal business hours unless special arrangements are made with the Structural Engineer. 3. The work to be reviewed shall be generally complete. CONCRETE AND REINFORCING STEEL 1. Concrete work shall conform to CAN/CSA-A23.1, CAN/CSA -A23.2, CAN/CSA -A23.3 and referenced documents. 2. Reinforcing shall conform to CAN/CSA-G30.18R Grade 400MPa. 3. Cover to reinforcing steel to be 50mm uno. 4. Portland cement shall be type gu unless noted otherwise. 5. Concrete shall have a unit weight of 23±1 kn/m3/ (145±5 pcf) unless noted otherwise. STRUCTURAL NOTES (cont) 6. Concrete shall have a compressive strength of 35MPa at 28 days, and conform to exposure class C-1 with a maximum water-cement ratio of 0.40 and air content of 5-8%. Maximum aggregate size to be 19mm. 7. No calcium chloride is permitted, in any form, in any concrete mix. Curing and protection of concrete for hot, cold or dry weather is to be as per clauses and of CAN/CSA. STRUCTURAL ALUMINUM 1. Aluminum sections shall be new. 2. Aluminum alloys shall conform to the Aluminum Association publication Aluminum Standards and Data ISO or ISO Extruded shapes, Tubes, Bolts, and Plate to be 6061 alloy uno. 4. Aluminum in contact with concrete or grout shall be given a heavy coat of alkali-resistant bituminous paint or other equivalent coating before installation. 5. Welding operators and procedures shall be qualified according to CSA W Submit shop drawings for review prior to start of steel fabrication. 7. Fabrication practices and tolerances shall be in accordance with CAN/CSA-S16, except bolt holed edge distance tolerance to be -0, +2mm. 8. Anchor and connection bolts to be ASTM A193 Stainless Steel. Anchors shall be embedded 300mm into concrete, complete with a nut and washer each end. 9. Unless noted otherwise, column base plates shall be 20 mm minimum thick. Anchor bolt holes shall be punched undersize and reamed to size. 10. Provide 6 mm cap plates for all tube members uno. 11. Aluminum shall be connected with fillet welds all-around uno. Weld size shall match the wall thickness of the thinnest part being connected uno. Welds to be ground smooth. TAMPER RESISTANCE AND CONNECTIONS 1. Connection hardware to be stainless steel uno. 2. Aluminum panels to be connected to structure with 6.4mm diameter stainless steel self-tapping screws at 450mm maximum centre to centre spacing. 3. Non-removable panels may be welded or glued by the manufacturer, as approved by Structural Engineer. 4. Panel connection screws to be tamper resistant Torx-Pin screws as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. 5. Visible connection bolts shall be Pentagon tamper resistant bolts, with Pentagon nuts as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. Anchor bolts to be secured with Pentagon security nuts. ELECTRICAL NOTES 1. Signs must be provided with CSA label 2. LED modules, power supplies, cable, wire and junction box must be integral with signs 3. All electrical installations to be done in accordance with the Canadian Electrical Code and as reccomended by the LED lighting manufacturer. 4. Run 2#8 +GND conductors in 27mm PVC conduit from sign to existing campus exterior lighting pole standard. Intercept existing underground conduit, install an H20 rated flush junction box with bolt-on cover and splice into exterior lighting circuit. 4. The sign manufacturer shall provide an electrical shop drawings indicating input power requirements and a schematic wiring diagram for the sign. sign: Sign No. 9 - Major Directional 09 name: general notes

97 Sheet Number Sheet List Sheet Name 01 title and drawing list 02 typography, colours and pictograms 03 sign design - overview 04 graphic design details 05 sign construction - sections 06 sign construction - details 07 general notes - structural Sign No. 10 Pedestrian - Intermediate Directional sign: Sign No Intermediate Directional 01 name: title and drawing list January 31, 2012 scale: as noted

98 core colours clear anodized coating PANTONE 185 C pinstrip, arrows PANTONE 426 C text PANTEONE 7541 C background, UVic Logo gary oak motif - digital file is to be delivered by University of Victoria samples of typeface family arrow style and arrow size in relation to text height x 1/2X 1/2X 1/2X University of Victoria Logo, horizontal standard varies sign: Sign No Intermediate Directional 02 name: typography, colours and pictograms January 31, 2012 scale: as noted

99 960 top back side front side scale 1:15 sign: Sign No Intermediate Directional 03 name: sign design - overview January 31, 2012 scale: as noted

100 opaque monochromatic reversed crest crest height: 95 mm pin strip to be 15 mm wide (typ) 90 Description Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate Front/Back aluminum panel size (one piece): 960 mm x 1250 mm x 6.4 mm Top Aluminum panel size (one piece): 194 mm x 960 mm x 3.2 mm Side aluminum panle size (one piece): 194 mm x mm x 3.2 mm See 05 for details. Vinyl: Overlaminate: 3M IJ180, MPI 2005 or equivalent 3M 8914, Avery DOL 6060 or equivalent. 1) One piece vinyl to be printed on, installed as per manufacturer s recommendations. 2) Use compatible UV inks and overlaminates as recommended by manufacturer 3) Wrap vinyl and overlaminate over the edges of the aluminum panels. Refer to Adobe Photoshop files for detailed sample layout (min) 100 (min) text area text area 50 (min) type size: 150pt leading: 275pt double line stacked leading: auto pin strip to be 15 mm wide (typ) 960 scale 1:15 scale 1:15 sign: Sign No Intermediate Directional 04 name: graphic design details January 31, 2012 scale: as noted

101 mm alu. plate (sign panel) mechanically fastened to internal framing 853mm x 204mm x 12.5 mm aluminum plate 12.5 mm s/s anchor bolts with leveling nut (typ) 2-10M cont. sign panels to extend 5 mm below framing 250mm o.c. 200mm o.c. 2-15M cont. 204 grade detail 1/ min EQ EQ 26 section a/ grade 51mm x 51mm x 4.8mm aluminum square tube interior framing all connections to be welded 640mm x 254mm x 12mm aluminum plate 2 x 51mm x 102mm x 4.8mm aluminum rectangular tubes (interior framing) - all connections to be welded fill with 35 MPa non-shrink grout (typ) insect screen (typ) 65 outline of foundation wall 204mm x 853mm x 12mm aluminum plate General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect detail 2/ mm s/s anchor bolts (typ) with leveling nut mm aluminum plate on front and back 3.2mm aluminum plate on sides and top plates mechanically fastened to internal framing with s/s tamper resistant screws as required. cross section scale 1:15 long section scale 1:15 plan section a scale 1:15 sign: Sign No Intermediate Directional 05 name: sign construction - sections January 31, 2012 scale: as noted

102 TOP s/s self tapping, tamper resistant screws - as required (typ) 3.2 mm thick aluminum mechanically fastened to structure 51mm x 102mm x 4.8mm aluminum rectangular tubes 6.4mm thick aluminum (sign panel) typical on front and back 20 ensure watertight connection. s/s self tapping, tamper resistant screws - as required (typ) 6.4mm thick aluminum (sign panel) typical on front and back 51mm x 102mm x 4.8mm aluminum rectangular tubes 51mm x 51mm x 4.8mm aluminum square tube beyond (sign framing) BACK mm thick aluminum plate on sides and top (typ) SIDE FRONT 20 section detal 1 scale 1:2 plan detal 2 scale 1:2 General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. sign: Sign No Intermediate Directional 06 name: sign construction - details January 31, 2012 scale: as noted

103 GENERAL NOTES 1. Provide self adhesive sign ID stickers. ID's should correspond with ID's shown on location plan Form and placement of stickers on signs is to be coordinated with University of Victoria 2. Fasteners: foundation (anchor bolts): bolts: Fastenal part #47406 (1/2" s/s threaded rod) washers: Fastenal part #71021 (1/2" s/s washers) nuts: Fastenal part #70714 (1/2" s/s nuts) panels: security screws panel attachment: Fastenal part #BS SSH200 (10-24 x 3/4" button head security screw ) 3. Threadlocker: Locktite 271 Red 4. Whenever anchor bolts are cut, contractor to ensure cut surfaces (terminated coating) are protected against rusting. 5. Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. STRUCTURAL NOTES DRAWINGS 1. These drawings show the completed project. The drawings do not show components that may be necessary for construction safety, which is the responsibility of the contractor. 2. The use of these drawings is limited to that indicated in the revisions column. 3. The information on these drawings shall not be used for any other project or works. DESIGN 1. The structures shown have been designed in substantial accordance with the British Columbia Building Code 2006, which is based on the National Building Code of Canada The following wind loads and factors were used: q50=0.63kpa, Iw=1.0-ULS, 0.75-SLS. FIELD REVIEW BY STRUCTURAL ENGINEER 1. Structural Engineer provides field review only for the work shown on these structural drawings, and it is conducted with such frequency as Structural Engineer deems appropriate to ascertain that the work is in general conformance with the documents prepared by Structural Engineer. Field review by Structural Engineer is not carried out for the Contractor s benefit, nor does it make Structural Engineer guarantors of the Contractor s work. It remains the Contractor s responsibility to build the work in conformance with the contract documents. Structural Engineer shall not be responsible for the acts or omissions of the Contractor, Sub-Contractor, or any other persons performing any of the work or for the failure of any of them to carry out the work in accordance with the contract documents. 2. Provide 24 hours advance notice of each required field review. Field reviews shall be scheduled to be carried out during normal business hours unless special arrangements are made with Structural Engineer. 3. The work to be reviewed shall be generally complete. STRUCTURAL NOTES (cont) CONCRETE AND REINFORCING STEEL 1. Concrete work shall conform to CAN/CSA-A23.1, CAN/CSA -A23.2, CAN/CSA -A23.3 and referenced documents. 2. Reinforcing shall conform to CAN/CSA-G30.18R Grade 400MPa. 3. Cover to reinforcing steel to be 50mm uno. 4. Portland cement shall be type gu unless noted otherwise. 5. Concrete shall have a unit weight of 23±1 kn/m3/ (145±5 pcf) unless noted otherwise. 6. Concrete shall have a compressive strength of 35MPa at 28 days, and conform to exposure class C-1 with a maximum water-cement ratio of 0.40 and air content of 5-8%. Maximum aggregate size to be 19mm. 7. No calcium chloride is permitted, in any form, in any concrete mix. Curing and protection of concrete for hot, cold or dry weather is to be as per clauses and of CAN/CSA. STRUCTURAL ALUMINUM 1. Aluminum sections shall be new. 2. Aluminum alloys shall conform to the Aluminum Association publication Aluminum Standards and Data ISO or ISO Extruded shapes, Tubes, Bolts, and Plate to be 6061 alloy uno. 4. Aluminum in contact with concrete or grout shall be given a heavy coat of alkali-resistant bituminous paint or other equivalent coating before installation. 5. Welding operators and procedures shall be qualified according to CSA W Submit shop drawings for review prior to start of steel fabrication. 7. Fabrication practices and tolerances shall be in accordance with CAN/CSA-S16, except bolt holed edge distance tolerance to be -0, +2mm. 8. Anchor and connection bolts to be ASTM A193 Stainless Steel. Anchors shall be embedded 300mm into concrete, complete with a nut and washer each end. 9. Unless noted otherwise, column base plates shall be 20 mm minimum thick. Anchor bolt holes shall be punched undersize and reamed to size. 10. Provide 6 mm cap plates for all tube members uno. 11. Aluminum shall be connected with fillet welds all-around uno. Weld size shall match the wall thickness of the thinnest part being connected uno. Welds to be ground smooth. TAMPER RESISTANCE AND CONNECTIONS 1. Connection hardware to be stainless steel uno. 2. Aluminum panels to be connected to structure with 6.4mm diameter stainless steel self-tapping screws at 450mm maximum centre to centre spacing. 3. Non-removable panels may be welded or glued by the manufacturer, as approved by Structural Engineer. 4. Panel connection screws to be tamper resistant Torx-Pin screws as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. 5. Visible connection bolts shall be Pentagon tamper resistant bolts, with Pentagon nuts as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. Anchor bolts to be secured with Pentagon security nuts. sign: Sign No Intermediate Directional 07 name: general notes - structural January 31, 2012 scale: as noted

104 Sheet Number Sheet List Sheet Name 01 title and drawing list 02 typography, colours and pictograms 03 sign design/graphic design details 04 sign construction - sections and plans 05 general notes Sign No. 11 Pedestrian - Street Blade sign: Sign No Street Blade 01 name: title and drawing list

105 core colours clear anodized coating application: sign structure PANTONE 185 C application: pinstrip, arrows white application: text PANTONE Cool Gray 11 C application: background PANTONE Black 3 C application: background PMS Black 3C black anodized application: blade body samples of typeface family sign: Sign No Street Blade 02 name: typography, colours and pictograms

106 type size: 250pt radius 6 mm (typ) black anodized finish 900 printed-on vinyl black anodized finish blade type a (long) double sided scale 1:5 Description Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate type size: 250pt Blade: Vinyl: Overlaminate: black anodized aluminum 3M IJ180, MPI 2005 or equivalent 3M 8914, Avery DOL 6060 or equivalent radius 6 mm (typ) 1) One piece vinyl to be printed on, installed as per manufacturer s recommendations. 2) Use compatible UV inks and overlaminates as recommended by manufacturer 3) Wrap vinyl and overlaminate over the edges of the aluminum panel. 4) If long text message, then typeset should be scaled down horizontally to fit in the provided space - coordinate all cases with University of Victoria black anodized finish 700 printed-on vinyl Refer to Adobe Photoshop files for detailed sample layout blade type b (short) double sided scale 1:5 sign: Sign No Street Blade 03 name: sign design/graphic design details

107 102mm dia. 6.4mm thick walls aluminum tube w/ clear anodized finish (typ) 225mm x 225mm x 19mm slip base plate w/ clear anodized finish welded to post (typ) 4-19mm s/s anchor bolts with washers and leveling nuts (typ) nuts to extend max 10mm above bolt Thread to be locked with Locktite 271 Red - clean any visible residue after application (typ) 1200mm x 1200mm x 250mm concrete footing reinforced w/ 4-15M each way, centre 102mm dia. 6.4mm thick walls aluminum tube w/ clear anodized finish (typ) 400mm dia. concrete foundation reinforced w/ 5-15M vert. 10M 300mm 225mm x 225mm x 19mm slip base plate w/ clear anodized finish welded to post. grade mm s/s anchor bolts EQ EQ typ. 50 (typ) min length of tube 3.2mm thick aluminum rain cap w/ clear anodized finish, welded to post (typ) 6.4mm aluminum plate - sign blade (typ) supplier to machine bracket upper slot to fit blade (if using 15-CB2400 bracket by Dyna) blade fastened mechanically to post with min. two 12 mm dia. tamper resistant s/s bolts (typ) aluminum sign bracket 15-CB2400 by Dyna or equivalent (typ) bracket to receive clear anodized finish section a NOTES: 1) number. orientation and configuration of blades varies - refer to sign message schedule confirm with University of Victoria 2) blades should be installed on site to ensure accuracy of direction 2) maximum number of blades per sign - 8 3) max. number of blades per sign in one direction - 3 fill with 35 MPa non-shrink grout (typ) two ties at top for blade dimensions see dwg. 03 front view/section scale 1:15 plan a scale 1: mm min General note: Manufacturer to confirm all dimensions prior to fabrication. if sign located in paved area provide expansion joint (typ) sign: Sign No Street Blade name: sign construction - sections and plans 04

108 GENERAL NOTES 1. Provide self adhesive sign ID stickers. ID's should correspond with ID's shown on location plan Form and placement of stickers on signs is to be coordinated with University of Victoria 2. Fasteners: foundation (anchor bolts): bolts: Fastenal part #47406 (1/2" s/s threaded rod) washers: Fastenal part #71021 (1/2" s/s washers) nuts: Fastenal part #70714 (1/2" s/s nuts) bracket/posts: thru bolts: Fastenal part #73815 (3/8" s/s x 1" button Socket cap screw) 3. Threadlocker: Locktite 271 Red 4. Whenever anchor bolts are cut, contractor to ensure cut surfaces (terminated coating) are protected against rusting. 5. Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. STRUCTURAL NOTES DRAWINGS 1. These drawings show the completed project. The drawings do not show components that may be necessary for construction safety, which is the responsibility of the contractor. 2. The use of these drawings is limited to that indicated in the revisions column. 3. The information on these drawings shall not be used for any other project or works. DESIGN 1. The structures shown have been designed in substantial accordance with the British Columbia Building Code 2006, which is based on the National Building Code of Canada The following wind loads and factors were used: q50=0.63kpa, Iw=1.0-ULS, 0.75-SLS. FIELD REVIEW BY STRUCTURAL ENGINEER 1. Structural Engineer provides field review only for the work shown on these structural drawings, and it is conducted with such frequency as Structural Engineer deems appropriate to ascertain that the work is in general conformance with the documents prepared by Structural Engineer. Field review by Structural Engineer is not carried out for the Contractor s benefit, nor does it make Structural Engineer guarantors of the Contractor s work. It remains the Contractor s responsibility to build the work in conformance with the contract documents. Structural Engineer shall not be responsible for the acts or omissions of the Contractor, Sub-Contractor, or any other persons performing any of the work or for the failure of any of them to carry out the work in accordance with the contract documents. 2. Provide 24 hours advance notice of each required field review. Field reviews shall be scheduled to be carried out during normal business hours unless special arrangements are made with Structural Engineer. 3. The work to be reviewed shall be generally complete. STRUCTURAL NOTES (cont) CONCRETE AND REINFORCING STEEL 1. Concrete work shall conform to CAN/CSA-A23.1, CAN/CSA -A23.2, CAN/CSA -A23.3 and referenced documents. 2. Reinforcing shall conform to CAN/CSA-G30.18R Grade 400MPa. 3. Cover to reinforcing steel to be 50mm uno. 4. Portland cement shall be type gu unless noted otherwise. 5. Concrete shall have a unit weight of 23±1 kn/m3/ (145±5 pcf) unless noted otherwise. 6. Concrete shall have a compressive strength of 35MPa at 28 days, and conform to exposure class C-1 with a maximum water-cement ratio of 0.40 and air content of 5-8%. Maximum aggregate size to be 19mm. 7. No calcium chloride is permitted, in any form, in any concrete mix. Curing and protection of concrete for hot, cold or dry weather is to be as per clauses and of CAN/CSA. STRUCTURAL ALUMINUM 1. Aluminum sections shall be new. 2. Aluminum alloys shall conform to the Aluminum Association publication Aluminum Standards and Data ISO or ISO Extruded shapes, Tubes, Bolts, and Plate to be 6061 alloy uno. 4. Aluminum in contact with concrete or grout shall be given a heavy coat of alkali-resistant bituminous paint or other equivalent coating before installation. 5. Welding operators and procedures shall be qualified according to CSA W Submit shop drawings for review prior to start of steel fabrication. 7. Fabrication practices and tolerances shall be in accordance with CAN/CSA-S16, except bolt holed edge distance tolerance to be -0, +2mm. 8. Anchor and connection bolts to be ASTM A193 Stainless Steel. Anchors shall be embedded 300mm into concrete, complete with a nut and washer each end. 9. Unless noted otherwise, column base plates shall be 20 mm minimum thick. Anchor bolt holes shall be punched undersize and reamed to size. 10. Provide 6 mm cap plates for all tube members uno. 11. Aluminum shall be connected with fillet welds all-around uno. Weld size shall match the wall thickness of the thinnest part being connected uno. Welds to be ground smooth. TAMPER RESISTANCE AND CONNECTIONS 1. Connection hardware to be stainless steel uno. 2. Aluminum panels to be connected to structure with 6.4mm diameter stainless steel self-tapping screws at 450mm maximum centre to centre spacing. 3. Non-removable panels may be welded or glued by the manufacturer, as approved by Structural Engineer. 4. Panel connection screws to be tamper resistant Torx-Pin screws as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. 5. Visible connection bolts shall be Pentagon tamper resistant bolts, with Pentagon nuts as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. Anchor bolts to be secured with Pentagon security nuts. sign: Sign No Street Blade 05 name: general notes

109 Sheet Number Sheet List Sheet Name 01 title and drawing list 02 typography, colours and pictograms 03 sign design - overview 04 sign design - graphic design details 05 sign construction - sections 06 sign construction - details 07 general notes Sign No. 12 Pedestrian - Minor Wayfinding A sign: Sign No Minor Wayfinding A 01 name: title and drawing list

110 core colours clear anodized coating application: sign structure PANTONE 185 C application: pinstrip, arrows PANTONE 426 C application: text, crest - monochromatic PANTEONE 7541 C application: background, back panel (single sided sign) crest - reversed monochromatic gary oak motif - digital file is to be delivered by University of Victoria samples of typeface family arrow style and arrow size in relation to text height x 1/2X 1/2X 1/2X University of Victoria Logo, horizontal standard varies full colur opaque monochromatic opaque monochromatic reversed sign: Sign No Minor Wayfinding A 02 name: typography, colours and pictograms

111 Minor Wayfinding A scale 1:15 Minor Wayfinding A (with pictograms) scale 1:15 sign: Sign No Minor Wayfinding A 03 name: sign design - overview

112 EQ Description Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate Aluminum panel size (one piece): 800 mm x 1050 mm x 6.4 mm See 05 for details. EQ Vinyl: Overlaminate: 3M IJ180, MPI 2005 or equivalent 3M 8914, Avery DOL 6060 or equivalent. opaque monochromatic reversed crest crest height: 95 mm pin strip to be 15 mm wide (typ) placement of pictogram scale 1:5 1) One piece vinyl to be printed on, installed as per manufacturer s recommendations. 2) Use compatible UV inks and overlaminates as recommended by manufacturer 3) Wrap vinyl and overlaminate over the edges of the aluminum panel. 4) If single sided sign then back panel to receive vinyl printed with PANTEONE 7541 C 45 Refer to Adobe Photoshop files for detailed sample layout type size: 150pt leading: 275pt type size: 150pt leading: auto text area 75 (min) 90 (min) 125 text area 75 (min) 1050 pin strip to be 15 mm wide (typ) option without pictograms option w/ pictograms scale 1:15 scale 1:15 sign: Sign No Minor Wayfinding A 04 name: sign design - graphic design details

113 alu. rain cap mechanically fastened to stringer with tamper resistant screws, as required. rain cap to have clear anodized finish section a length of tube 51mm x 51mm x 4.8mm aluminum square tube internal framing all connection to be welded (typ) 925 leave open at bottom (typ) base to extend min 50mm above ground grade leave 10mm min. gap between post and rain cap (typ) 3.2mm thick aluminum rain cap, welded to post rain cap to have clear anodized finish (typ) 12 mm dia. tamper resistant s/s thru bolt (typ) 38 mm dia. hole for bolt installation 40mm x 10mm aluminum spacer w/ clear anodized finish. Spacer to terminate 50mm from top and bottom of framing (typ) 102mm x 102mm x 6.4mm aluminum square tube w/ clear anodized finish (typ) 225mm x 225mm x 19mm base plate w/ clear anodized finish welded to post 4-19mm s/s anchor bolts with washers and leveling nuts (typ) nuts to extend max 10mm above bolt fill with 35 MPa non-shrink grout (typ) section b/ EQ EQ detail 1/06 6.4mm thick aluminum sign panel to be mechanically fastened to internal framing with tamper resistant s/s screws detail 1/06 50 min. 600 min. 600 two ties at top 400mm dia. concrete foundation reinforced with 5-15M vert. 10mm 300mm 400mm dia. concrete foundation 600 min. front view/section scale 1:15 side view/section scale 1:15 detail 2/06 400mm dia. concrete foundation 225mm x 225mm x 19mm base plate w/ clear anodized finish welded to post. 102mm x 102mm x 19mm aluminum square tube w/ clear anodized finish. 4-19mm s/s anchor bolts section a scale 1:15 General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. sign: Sign No Minor Wayfinding A 05 name: sign construction - sections

114 2 s/s self tapping, tamper resistant screws 6.4 mm thick aluminum rain cap with clear anodized finish 3.2mm thick aluminum rain cap beyond w/ clear anodized finish welded to post (typ) 102mm x 102mm x 19mm aluminum square tube w/ clear anodized finish. 51mm x 51mm x 4.8mm aluminum square tube (internal framing) 6.4mm thick aluminum plate (sign panel) line of rain cap above 31 51mm x 51mm x 4.8mm aluminum square tube (internal framing) 38 mm dia. hole for bolt installation mm thick aluminum plate (sign panel) 12 mm dia. tamper resistant s/s thru bolt and washer (typ) 38mm dia hole (bolt access) 51mm x 51mm x 4.8mm aluminum square tube (internal framing) s/s self tapping, tamper resistant screws (typ) s/s washer 40mm x 10mm aluminum spacer w/ clear anodized finish 12 mm dia. tamper resistant s/s thru bolt (typ) section detail 2 scale 1:2 19mm s/s anchor bolts with washers and leveling nuts. Bolt to extend 10mm max. above nut. Nuts to be locked with threadlocker - clean any visible residue after application (typ) (see also 07) panel to extend 5mm below internal framing mm x 102mm x 6.4mm aluminum square tube w/ anodized coating (typ) 225mm x 225mm x 19mm aluminum base plate w/ clear anodized coating welded to post (typ) General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. section detail 1 scale 1:2 section b (slip base) scale 1:5 sign: Sign No Minor Wayfinding A 06 name: sign construction - details

115 GENERAL NOTES 1. Provide self adhesive sign ID stickers. ID's should correspond with ID's shown on location plan Form and placement of stickers on signs is to be coordinated with University of Victoria 2. Fasteners: foundation (anchor bolts): bolts: Fastenal part #47406 (1/2" s/s threaded rod) washers: Fastenal part #71021 (1/2" s/s washers) nuts: Fastenal part #70714 (1/2" s/s nuts) posts: thru bolts: Fastenal part # (1/2" s/s x 5" button Socket Cap Screw) thru bolt washers: Fastenal part #71021 (1/2" s/s washers) thru bolt nuts: (1/2" s/s nuts) panels: security screws panel attachment: Fastenal part #BS SSH200 (10-24 x 3/4" button head security screw ) rain cap attachment: Fastenal part #BS SSH200 (10-24 x 3/4" button head security screw) 3. Threadlocker: Locktite 271 Red 4. Whenever anchor bolts are cut, contractor to ensure cut surfaces (terminated coating) are protected against rusting. 5. Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. STRUCTURAL NOTES DRAWINGS 1. These drawings show the completed project. The drawings do not show components that may be necessary for construction safety, which is the responsibility of the contractor. 2. The use of these drawings is limited to that indicated in the revisions column. 3. The information on these drawings shall not be used for any other project or works. DESIGN 1. The structures shown have been designed in substantial accordance with the British Columbia Building Code 2006, which is based on the National Building Code of Canada The following wind loads and factors were used: q50=0.63kpa, Iw=1.0-ULS, 0.75-SLS. FIELD REVIEW BY STRUCTURAL ENGINEER 1. Structural Engineer provides field review only for the work shown on these structural drawings, and it is conducted with such frequency as Structural Engineer deems appropriate to ascertain that the work is in general conformance with the documents prepared by Structural Engineer. Field review by Structural Engineer is not carried out for the Contractor s benefit, nor does it make Structural Engineer guarantors of the Contractor s work. It remains the Contractor s responsibility to build the work in conformance with the contract documents. Structural Engineer shall not be responsible for the acts or omissions of the Contractor, Sub-Contractor, or any other persons performing any of the work or for the failure of any of them to carry out the work in accordance with the contract documents. 2. Provide 24 hours advance notice of each required field review. Field reviews shall be scheduled to be carried out during normal business hours unless special arrangements are made with Structural Engineer. 3. The work to be reviewed shall be generally complete. STRUCTURAL NOTES (cont) CONCRETE AND REINFORCING STEEL 1. Concrete work shall conform to CAN/CSA-A23.1, CAN/CSA -A23.2, CAN/CSA -A23.3 and referenced documents. 2. Reinforcing shall conform to CAN/CSA-G30.18R Grade 400MPa. 3. Cover to reinforcing steel to be 50mm uno. 4. Portland cement shall be type gu unless noted otherwise. 5. Concrete shall have a unit weight of 23±1 kn/m3/ (145±5 pcf) unless noted otherwise. 6. Concrete shall have a compressive strength of 35MPa at 28 days, and conform to exposure class C-1 with a maximum water-cement ratio of 0.40 and air content of 5-8%. Maximum aggregate size to be 19mm. 7. No calcium chloride is permitted, in any form, in any concrete mix. Curing and protection of concrete for hot, cold or dry weather is to be as per clauses and of CAN/CSA. STRUCTURAL ALUMINUM 1. Aluminum sections shall be new. 2. Aluminum alloys shall conform to the Aluminum Association publication Aluminum Standards and Data ISO or ISO Extruded shapes, Tubes, Bolts, and Plate to be 6061 alloy uno. 4. Aluminum in contact with concrete or grout shall be given a heavy coat of alkali-resistant bituminous paint or other equivalent coating before installation. 5. Welding operators and procedures shall be qualified according to CSA W Submit shop drawings for review prior to start of steel fabrication. 7. Fabrication practices and tolerances shall be in accordance with CAN/CSA-S16, except bolt holed edge distance tolerance to be -0, +2mm. 8. Anchor and connection bolts to be ASTM A193 Stainless Steel. Anchors shall be embedded 300mm into concrete, complete with a nut and washer each end. 9. Unless noted otherwise, column base plates shall be 20 mm minimum thick. Anchor bolt holes shall be punched undersize and reamed to size. 10. Provide 6 mm cap plates for all tube members uno. 11. Aluminum shall be connected with fillet welds all-around uno. Weld size shall match the wall thickness of the thinnest part being connected uno. Welds to be ground smooth. TAMPER RESISTANCE AND CONNECTIONS 1. Connection hardware to be stainless steel uno. 2. Aluminum panels to be connected to structure with 6.4mm diameter stainless steel self-tapping screws at 450mm maximum centre to centre spacing. 3. Non-removable panels may be welded or glued by the manufacturer, as approved by Structural Engineer. 4. Panel connection screws to be tamper resistant Torx-Pin screws as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. 5. Visible connection bolts shall be Pentagon tamper resistant bolts, with Pentagon nuts as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. Anchor bolts to be secured with Pentagon security nuts. sign: Sign No Minor Wayfinding A 07 name: general notes

116 Sheet Number Sheet List Sheet Name 01 title and drawing list 02 sign design/graphic design details 03 sign and graphic design 04 sign and graphic design, mounting details 05 general notes Sign No. 13 Pedestrian - Minor Wayfinding B sign: Sign No Minor Wayfinding B 01 name: title and drawing list

117 core colours clear anodized coating application: sign structure PANTONE 185 C application: pinstrip, arrows PANTONE 426 C application: text, crest - monochromatic PANTEONE 7541 C application: background, crest - reversed monochromatic gary oak motif - digital file is to be delivered by University of Victoria samples of typeface family arrow style and arrow size in relation to text height x 1/2X 1/2X 1/2X University of Victoria Logo, horizontal standard varies full colur opaque monochromatic opaque monochromatic reversed sign: Sign No Minor Wayfinding B 02 name: sign design/graphic design details

118 70 crest height: 60mm type size: 150pt if text in two lines, then apply rules from type 2 sign Aluminum panel size: 600 mm x 350 mm x 6.4 mm Description: One sided sign. Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate. Vinyl and overlaminate to lap over the sign edges. Vinyl: Overlaminate: 3M IJ180, MPI 2005 or equivalent 3M 8914, Avery DOL 6060 or equivalent. 50 min. 50 min. type 1 sign scale 1:5 1) One piece vinyl to be printed on, installed as per manufacturer s recommendations. 2) Use compatible UV inks and overlaminates as recommended by manufacturer Refer to Adobe Photoshop files for detailed sample layout Aluminum panel size: 700 mm x 350 mm x 6.4 mm type size: 150pt leading: 210pt if text in one line, then apply rules from type 1 sign 50 min. 50 min. type 2 sign scale 1:5 sign: Sign No Minor Wayfinding B 03 name: sign and graphic design

119 70 crest height: 60mm type size: 150pt Aluminum panel size: 600 mm x 350 mm x 6.4 mm 35 leading: 250pt (copy area) 65 optional pictograms - coordinate with University of Victoria fastener typical location on sign scale1:1 type 3 sign scale 1:5 plastic expansion anchor - as required leading: 250pt type size: 150pt Aluminum panel size: 700 mm x 350 mm x 6.4 mm min. wall surface 12mm thick PVC spacer vinyl aluminum panel s/s tamper resistant fastener appropiate for the mounting surface 4mm thick rubber gasket (copy area) 65 optional pictograms - coordinate with University of Victoria type 4 sign scale 1:5 typical mounting detail scale 1:1 sign: Sign No Minor Wayfinding B 04 name: sign and graphic design, mounting details

120 GENERAL NOTES 1. Provide self adhesive sign ID stickers. ID's should correspond with ID's shown on location plan Form and placement of stickers on signs is to be coordinated with University of Victoria 2. Fasteners: panels: security screws panel attachment: Fastenal part # (10 x 2" button head tapping screw s/s 6 lobe) 3. Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. STRUCTURAL NOTES DRAWINGS 1. These drawings show the completed project. The drawings do not show components that may be necessary for construction safety, which is the responsibility of the contractor. 2. The use of these drawings is limited to that indicated in the revisions column. 3. The information on these drawings shall not be used for any other project or works. DESIGN 1. The structures shown have been designed in substantial accordance with the British Columbia Building Code 2006, which is based on the National Building Code of Canada The following wind loads and factors were used: q50=0.63kpa, Iw=1.0-ULS, 0.75-SLS. FIELD REVIEW BY STRUCTURAL ENGINEER 1. Structural Engineer provides field review only for the work shown on these structural drawings, and it is conducted with such frequency as Structural Engineer deems appropriate to ascertain that the work is in general conformance with the documents prepared by Structural Engineer. Field review by Structural Engineer is not carried out for the Contractor s benefit, nor does it make Structural Engineer guarantors of the Contractor s work. It remains the Contractor s responsibility to build the work in conformance with the contract documents. Structural Engineer shall not be responsible for the acts or omissions of the Contractor, Sub-Contractor, or any other persons performing any of the work or for the failure of any of them to carry out the work in accordance with the contract documents. 2. Provide 24 hours advance notice of each required field review. Field reviews shall be scheduled to be carried out during normal business hours unless special arrangements are made with Structural Engineer. 3. The work to be reviewed shall be generally complete. STRUCTURAL NOTES (cont) CONCRETE AND REINFORCING STEEL 1. Concrete work shall conform to CAN/CSA-A23.1, CAN/CSA -A23.2, CAN/CSA -A23.3 and referenced documents. 2. Reinforcing shall conform to CAN/CSA-G30.18R Grade 400MPa. 3. Cover to reinforcing steel to be 50mm uno. 4. Portland cement shall be type gu unless noted otherwise. 5. Concrete shall have a unit weight of 23±1 kn/m3/ (145±5 pcf) unless noted otherwise. 6. Concrete shall have a compressive strength of 35MPa at 28 days, and conform to exposure class C-1 with a maximum water-cement ratio of 0.40 and air content of 5-8%. Maximum aggregate size to be 19mm. 7. No calcium chloride is permitted, in any form, in any concrete mix. Curing and protection of concrete for hot, cold or dry weather is to be as per clauses and of CAN/CSA. STRUCTURAL ALUMINUM 1. Aluminum sections shall be new. 2. Aluminum alloys shall conform to the Aluminum Association publication Aluminum Standards and Data ISO or ISO Extruded shapes, Tubes, Bolts, and Plate to be 6061 alloy uno. 4. Aluminum in contact with concrete or grout shall be given a heavy coat of alkali-resistant bituminous paint or other equivalent coating before installation. 5. Welding operators and procedures shall be qualified according to CSA W Submit shop drawings for review prior to start of steel fabrication. 7. Fabrication practices and tolerances shall be in accordance with CAN/CSA-S16, except bolt holed edge distance tolerance to be -0, +2mm. 8. Anchor and connection bolts to be ASTM A193 Stainless Steel. Anchors shall be embedded 300mm into concrete, complete with a nut and washer each end. 9. Unless noted otherwise, column base plates shall be 20 mm minimum thick. Anchor bolt holes shall be punched undersize and reamed to size. 10. Provide 6 mm cap plates for all tube members uno. 11. Aluminum shall be connected with fillet welds all-around uno. Weld size shall match the wall thickness of the thinnest part being connected uno. Welds to be ground smooth. TAMPER RESISTANCE AND CONNECTIONS 1. Connection hardware to be stainless steel uno. 2. Aluminum panels to be connected to structure with 6.4mm diameter stainless steel self-tapping screws at 450mm maximum centre to centre spacing. 3. Non-removable panels may be welded or glued by the manufacturer, as approved by Structural Engineer. 4. Panel connection screws to be tamper resistant Torx-Pin screws as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. 5. Visible connection bolts shall be Pentagon tamper resistant bolts, with Pentagon nuts as supplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer. Anchor bolts to be secured with Pentagon security nuts. sign: Sign No Minor Wayfinding B 05 name: general notes

121 Sheet Number Sheet List Sheet Name 01 title and drawing list 02 sign design/graphic design details 03 sign and graphic design 04 sign construction Sign No Event Sign sign: Sign No Event Sign 01 name: title and drawing list

122 core colours PANTONE 185 C pinstrip, arrows PANTONE 426 C text PANTEONE 7541 C background, UVic Logo gary oak motif - digital file is to be delivered by University of Victoria samples of typeface family arrow style and arrow size in relation to text height x 1/2X 1/2X 1/2X University of Victoria Logo, horizontal standard varies sign: Sign No Event Sign 02 name: sign design/graphic design details

123 50 crest height: 95mm type size: 162pt leading: 185pt type size: 130pt leading: 145pt 50 (min) 50 (min) 75 (min) Changable Message Area 915 Description Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate - vinyl and overlaminate to be applied on both sides of the panels. D/S Crezon plywood sandwich board 610 x 915 mm by Proveer 3/16" thick clear Lexan protection panel (min) Vinyl: Overlaminate: 3M IJ180, MPI 2005 or equivalent 3M 8914, Avery DOL 6060 or equivalent. 1) One piece vinyl to be printed on, installed as per manufacturer s recommendations. 2) Use compatible UV inks and overlaminates as recommended by manufacturer 3) Wrap vinyl and overlaminate over the edges of the aluminum panel. 4) Message to be printed on changable graphic film by 3M or Avery or paper Refer to Adobe Photoshop files for detailed sample layout R scale 1:5 610 sign: Sign No Event Sign 03 name: sign and graphic design

124 50 EQ EQ aluminum "Z" clip with paint finish s/s tamper resistant screw R 20 section 2/04 section 2/04 (sim) Lexan insert size 600mm x 600mm General Note: Manufacturer to verify all diemnsions prior to sign fabrication. All discrepancies should be reported to the Architect. 5mm thick removable Lexan panel aluminum retainer detail 1 : 1 D/S Crezon plywood panel (by Proveer) Sign Construction 1 : 5 scale 1:5 sign: Sign No Event Sign 04 name: sign construction

125 Sheet Number Sheet List Sheet Name 01 title and drawing list 02 typography, colours and pictograms 03 sign design/graphic design details 04 sign construction - sections and details 05 general notes Sign No. 15 Minor Pedestrian Map sign: Sign No Minor Pedestrian Map 01 name: title and drawing list

126 core colours clear anodized coating application: sign structure PANTONE 185 C application: pinstrip, arrows PANTONE 426 C application: text, crest - monochromatic PANTEONE 7541 C application: background, crest - reversed monochromatic gary oak motif - digital file is to be delivered by University of Victoria samples of typeface family arrow style and arrow size in relation to text height x 1/2X 1/2X 1/2X University of Victoria Logo, horizontal standard varies full colur opaque monochromatic opaque monochromatic reversed sign: Sign No Minor Pedestrian Map 02 name: typography, colours and pictograms

127 opaque monochromatic reversed crest height: 60 mm pin strip to be 10 mm wide (typ) pin strip to be 10 mm wide (typ) digital map by UVic Description Digitally printed vinyl protected with anti-graffiti, optically clear overlaminate on front and back of panel. Edges of the panel to be spray painted with Mathews, two part Acrylic Polyurethane or equivalent Aluminum panel size: 780 mm x 600 mm x 6.4 mm Vinyl: Overlaminate: 3M IJ180, MPI 2005 or equivalent 3M 8914, Avery DOL 6060 or equivalent. 1) One piece vinyl to be printed on, installed as per manufacturer s recommendations. 2) Use compatible UV inks and overlaminates as recommended by manufacturer 3) Edges of the aluminum panel to be spray painted with PANTEONE 7541 C colour 4) Back of the panel to receive vinyl with printed PANTEONE 7541 C colour 4) Digital file with Directory Map is to be delivered by University of Victoria Refer to Adobe Photoshop files for detailed sample layout finished floor/grade panel front view scale 1:10 wall mounted option post mounted option scale 1:15 sign: Sign No Minor Pedestrian Map 03 name: sign design/graphic design details