zpavicdcs00mydocs$mpaprotnysign no. 8 - pedestrian - map ... · fm 09-8567 jan 31, 2012 01 sign no....

sheetnumber:

project:number:issue date:

sign:sheet name:scale: as noted

Campus WayfindingFM 09-8567Jan 31, 2012 01Sign No. 8 Pedestrian Map Directory Kiosk

title sheet and drawing list

Sheet ListSheet

Number Sheet Name

01 title sheet and drawing list02 typography, colours and pictograms03 sign design - overview04 sign design - overview cont.05 sign design - graphic design details06 sign design - graphic design details cont.07 sign construction - cross section08 sign construction - section plans09 sign construction - painted canopy plan and details10 sign construction - details11 typical concrete slab12 general notes

Sign No. 8Pedestrian - Map Directory Kiosk

clear anodized coatingapplication: sign structure

PANTONE 185 Capplication:pinstrip, arrows

PANTONE 426 Capplication: text,crest - monochromatic

PANTEONE 7541 Capplication: background,crest - reversed monochromatic

gary oak motif - digital file is to be deliveredby University of Victoria

core colours

samples of typeface family

University of Victoria Logo, horizontal standard

1/3X

1/3X45.00°

x

1/2X

1/2X

1/3X

1/3X1/

2X

varies

arrow style and arrow size in relation to text height

full colur opaque monochromatic opaque monochromatic reversed

sheetnumber:




typography, colours and pictograms

front elevation scale 1:20side elevation scale 1:20

3667

3667

25062910

sheetnumber:




sign design - overview

General Note:Where applicable, provide 6.4mm thick aluminum spacerunder aluminum sign panelsto make up for acrylic panel thicknesssee also detail 1/8-11

back elevation scale 1:20side elevation scale 1:20

connection lines (clear anodized coating option only)

3667

25062910

sheetnumber:




sign design - overview cont.

General Note:Where applicable, provide 6.4mm thick aluminum spacerunder aluminum sign panelsto make up for acrylic panel thicknesssee also detail 1/8-11

150

top panel:3.2mm thick aluminum withdigitally printed vinyl (Gary Oak motif)protected with anti-graffiti,optically clear overlaminate.

250

205

250

201 205 753

250

205

250

210 215 785

non-glare clear acrylic panel,digitally printed-on vinyl, diffusion layer.Acrylic panel size: 1200 mm x 1200 mm x 6.4 mm

back panel:Digitally printed vinyl protectedwith anti-graffiti,optically clear overlaminate.Aluminum panel size:710 mm x 1848 mm x 3.2 mm

Digitally printed vinyl protected withanti-graffiti, optically clear overlaminate.19mm thick acrylic push-thru pictogramAluminum panel size:1190 mm x 500 mm x 3.2 mm

Digitally printed vinyl protected withanti-graffiti, optically clear overlaminate.Aluminum panel size:1190 mm x 150 mm x 3.2 mm

Non-glare clear acrylic:Plaskolite OPTIX Abrasion Resistant Non-Glareor equivalent.Clear acrylic (pictograms):Plaskolite OPTIX, Chemcast GP or equivalent

First surface prints:Vinyl: 3M IJ180, MPI 2005 or equivalentOverlaminate: 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) Vinyl to be printed on, installed as permanufacturer’s recommendations.

2) Use compatible UV inks and overlaminatesas recommended by manufacturer

3) Where applicable wrap vinyl andoverlaminate 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 formatby University of Victoria

6) Manufacturer to confirm all dimensionsprior to fabrication.

bottom panel:3.2 mm thick aluminum withclear anodized coating

opening for post

sheetnumber:




sign design - graphic design details

General note:Manufacturer to confirm all dimensionsprior to fabrication.

pin strip to be 15 mm wide (typ)

opaque monochromatic reversedcrest height: 95 mm

120

220

220

directory map shown forreference only.current directory map to be providedin digital formatby University of Victoria

715

EQ.

EQ.1 800 315

type size: 50pt

type size: 22pt

EQ.1EQ.1

pin strip to be 15 mm wide (typ)

EQ.

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.

R 100

R 87

R 16

30

102

10

sheetnumber:




sign design - graphic design details cont.

General note:Manufacturer to confirm all dimensionsprior to fabrication.

203m

m x

203

mm

x 6

.4m

m H

SSw

ith p

owde

r coa

t fin

ish

(to m

atch

cle

ar a

nodi

ze c

oatin

g)

350m

m x

350

mm

x 2

5mm

bas

e pl

ate

wel

ded

to p

ost

w/ p

owde

r coa

t fin

ish

(to m

atch

cle

ar a

nodi

ze c

oatin

g)ro

und-

off p

late

cor

ners

- ra

dius

10

mm

(typ

.)4-

19m

m s

/s a

ncho

r bol

ts w

ith w

ashe

rs a

nd le

velin

g nu

tsnu

ts to

ext

end

max

15m

m a

bove

bol

t.N

uts

to b

e lo

cked

with

Loc

ktite

271

Red

-cl

ean

any

visi

ble

resi

due

afte

r app

licat

ion

(typ)

51m

m x

51m

m x

4.8

mm

alum

inum

squ

are

tube

sign

fram

ing

(typ)

2506505035

25

15.00°

51m

m x

102

mm

x 3

.2m

mal

umin

um re

ctan

gula

r tub

epa

inte

d w

ith 2

par

t ure

than

e pa

int,

to m

atch

coa

ting

on p

ost

all c

onne

ctio

n to

be

wel

ded

7401451200495

900 min.

3.2

mm

thic

k al

umin

um s

heet

on to

p an

d 6.

4 m

m th

ick

on s

ides

pain

ted

with

2 p

art u

reth

ane

pain

t,to

mat

ch c

oatin

g on

pos

tw

elde

d to

roof

mem

bers

3.2m

m th

ick

alum

inum

rolle

d ca

pbo

lted

to s

ign

fram

ing

top

and

botto

m o

f cap

to b

e flu

sh w

ithsi

de p

anel

s expa

nsio

n jo

int

exte

nd ro

of s

heet

ing

10 m

m m

in. b

elow

roof

mem

bers

fill w

ith 3

5 M

Pa n

on-s

hrin

k gr

out (

typ)

internally lit area

sect

ion

a

long

sec

tion

scal

e 1:

15

sect

ion

b

150m

m th

ick

conc

rete

pad

expa

nsio

n jo

int

4-15

M e

ach

way

top

and

botto

m

600

mm

x 6

00 m

m p

ilast

erre

info

rced

w/ 8

-C15

M v

ert.

10M

@ 2

50 ti

es

2 tie

s at

top

deta

il 3/

8-10

2 -1

9mm

dia

.s/

s th

ru b

olts

(typ

)se

e st

ruct

ural

not

es

3000

2120

880

19m

m th

ick

PVC

pan

el (L

ED s

uppo

rt)m

aint

ain

5mm

min

gap

bet

wee

n ed

ge o

fpa

nel a

nd s

ign

fram

ing

whe

re a

pplic

able

.

US

LED

PN

T-3-

12-W

or e

quiv

alen

t- s

pace

fixt

ures

as

per m

anuf

actu

rer's

reco

mm

enda

tions

to e

nsur

eev

en li

ght d

istri

butio

n

27 m

m d

ia P

VC c

ondu

itm

in d

epth

450

mm

600m

m in

traf

fic a

reas

sing

le #

14 A

WG

stra

nded

wire

loop

ing

thro

ugh

LED

mod

ules

1) p

rovi

de v

entil

atio

n ho

les

as re

quire

d2)

US

LED

PSA

-12-

60 p

ower

sup

ply

to

pro

vide

sou

rce

of p

ower

to a

max

imum

o

f 50

Meg

aBrig

ht 1

2 LE

D M

odul

es3)

Sig

n m

ust h

ave

a C

SA la

bel a

s an

ass

embl

y

elec

trica

lju

nctio

n bo

x

US

LED

PSA

-12-

60(L

ED12

0A00

12V5

0F)

or e

quiv

alen

t pow

er s

uppl

y- o

ne o

n ea

ch s

ide

of th

e si

gn

300

600

300

100m

m th

ick

conc

rete

pad

deta

il 1/

8-10

(sim

)

Gen

eral

Not

e:M

anuf

actu

rer t

o ve

rify

all d

iem

nsio

nspr

ior t

o si

gn fa

bric

atio

n. A

ll di

scre

panc

ies

shou

ld b

e re

porte

d to

the

Arc

hite

ct.

sheetnumber:




sign construction - cross section

1200

mm

x 1

200m

m x

250

mm

con

cret

e fo

otin

g

expa

nsio

n jo

int

150m

m th

ick

min

. con

cret

e pa

d

600m

m x

600

mm

con

cret

e po

st

25m

m c

ham

fere

d ed

ge

R 24

5

1000

450

5011

15

outli

ne o

f sig

n ca

bine

t

4-19

mm

s/s

anc

hor b

olts

with

was

hers

and

leve

ling

nuts

(typ

350m

m x

350

mm

x 2

5mm

bas

e pl

ate

wel

ded

to p

ost w

/ pow

der c

oat f

inis

h(to

mat

ch c

lear

ano

dize

coa

ting)

roun

d-of

f pla

te c

orne

rs -

radi

us 1

0 m

m (t

yp.)

203m

m x

203

mm

x 6

.4m

m H

SSw

ith p

owde

r coa

t fin

ish

(to m

atch

cle

ar a

nodi

ze c

oatin

g)

US

LED

PN

T-3-

12-W

or e

quiv

alen

t- s

pace

fixt

ures

as

per m

anuf

actu

rer's

reco

mm

enda

tions

to e

nsur

eev

en li

ght d

istri

butio

n

19m

m th

ick

PVC

pan

el (L

ED s

uppo

rt)m

aint

ain

5mm

min

gap

bet

wee

n ed

ge o

fpa

nel a

nd s

ign

fram

ing

whe

re a

pplic

able

51m

m x

51m

m x

4.8

mm

alum

inum

ang

le a

s re

quire

d(P

VC s

uppo

rt)

15.00°

sect

ion

a sc

ale

1:15

sect

ion

b sc

ale

1:15

705

1155

deta

il 4/

8-10

deta

il 2/

8-10

2 -1

9mm

dia

. s/s

thru

bol

ts (t

yp)

see

stru

ctur

al n

otes

35

35

roun

d-of

f pla

te c

orne

rsra

dius

to b

e 10

mm

(typ

.)15.00°

100

203m

m x

203

mm

x 6

.4m

m H

SSw

ith p

owde

r coa

t fin

ish

(to m

atch

cle

ar a

nodi

ze c

oatin

g)

EQEQ

US

LED

PSA

-12-

60(L

ED12

0A00

12V5

0F)

or e

quiv

alen

t pow

er s

uppl

yon

e fo

r eac

h si

de o

f sig

n

elec

trica

l jun

ctio

n bo

x

300

sheetnumber:




sign construction - section plans

Gen

eral

Not

e:M

anuf

actu

rer t

o ve

rify

all d

iem

nsio

nspr

ior t

o si

gn fa

bric

atio

n. A

ll di

scre

panc

ies

shou

ld b

e re

porte

d to

the

Arc

hite

ct.

350500500500500500150

3000

417

700

267

700

417

2500

roof

(pai

nt fi

nish

opt

ion)

plan

sca

le 1

:15

51m

m x

102

mm

x 3

.2m

mal

umin

um re

ctan

gula

r tub

ew

/ pai

nt fi

nish

(col

our t

o m

atch

cle

ar a

nodi

zed

coat

ing)

all c

onne

ctio

n to

be

wel

ded

man

ufac

ture

r to

ensu

re p

ost w

ith b

rack

ets

on s

ides

will

fit in

to p

rovi

ded

spac

e

6.4m

m th

ick

alum

inum

bra

cket

wel

ded

to th

e si

de o

f the

rafte

r (ty

p)

sheetnumber:




sign construction - painted canopy plan and details

Gen

eral

Not

e:M

anuf

actu

rer t

o ve

rify

all d

iem

nsio

nspr

ior t

o si

gn fa

bric

atio

n. A

ll di

scre

panc

ies

shou

ld b

e re

porte

d to

the

Arc

hite

ct.

3.2 mm thick aluminum sign panel)

50mm x 50mm x 6.4 mm thickaluminum angle (panel support) at corners

welded to sign framing

3.2mm thick aluminum profilewith top an bottom capsand print-on vinyl/overlaminate finishto be welded to sign framing,

s/s self tappingtamper resistant screws (typ)

s/s self tapping , temper resistant screws (typ)

51mm x 51mm x 4.8mmaluminum square tube

below

detail 2 scale 1:2

6.4 mm thick custom made aluminum profile(panel support) as required- welded to sign framing

90

20

6.4mmk thick acrylic panel

6.4mm thick, 38mm wide aluminum retainerwith printed on vinyl. overlaminate finish

20EQ

EQ

51mm x 51mm x 4.8mmaluminum tube

6.4mm thick aluminum sign panel

6.4mm thick acrylic clear panel,vinyl with digital print

and diffusion layer

6.4mm thick aluminum spacerbeyond as required

detail 4 scale 1:2

detail 1 scale 1:2

always maintain 20mmshadow depth on perimeterof the acrylic panel



R 55

20

detail 3 scale 1:5

35 120 35

3515

042

50

plate to be weldedto the side of roof rafter

6.4 mm thick aluminum bracket

19 mm dia. tamper resistants/s thru bolt (typ)see structural notes

51mm x 102mm x 3.2mmaluminum rectangular tubew/ clear anodized coating or paint finish(to be determined by UVic)all connection to be welded

3.2mm thick aluminum sheetwith paint finish

welded to roof members

190

c/w 4-19 mm dia tamper resistants/s thru bolts

sheetnumber:




sign construction - details

General Note:Manufacturer to verify all diemnsionsprior to sign fabrication. All discrepanciesshould be reported to the Architect.

25001000

2330

2330

15001500

existing concrete sidewalkcreate continuous 10mm min. expansion

joint along the edge of the existing sidewalk- fill with elasometric sealant.

100 mm thick concrete slab oncompacted gravel bed to match existing sidewalk- see arch specifications Section 32 13 13 (typ)

concrete pad as per sheet 08 of arch. drawings(raised edge of the pad acts as a warning element for visually impaired.)

create continuous 10mm expansionjoint along the edge of the concret pad- fill with elasometric sealant.

chamfer edges

line of signcabinet above

create continuous 10mm min. expansionjoint along the edge of the existing sidewalk- fill with elasometric sealant

CONCRETE SLABTO BE LEVEL

CONCRETE SLABTO BE LEVEL

sign post and baseas per arch sheet 08

150mm thick concrete pad on150mm thick compactedgravel bed

edge of existingsidewalk(extend of work)

+/- 00+50

+100

chamfer edgesof concrete (typ)

sign footing

+/- 00

section a

section a

100mm thick concrete pad on150mm thick compactedgravel bed

+50

1. plan view scale 1:30 2. section a-a scale 1:30

sheetnumber:




typical concrete slab

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. specifications3) Contractor to verify all dimensions on site prior to sign installation

General Note:Manufacturer to verify all diemnsionsprior to sign fabrication. All discrepanciesshould be reported to the Architect.

sheetnumber:




general notes

ELECTRICAL NOTES

1. Signs must be provided with CSA label2. LED modules, power supplies, cable, wire and junction box must be integral with signs3. 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.

STRUCTURAL NOTES

DRAWINGS1. These drawings show the completed project. The drawings do not show components that maybe 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.

DESIGN1. The structures shown have been designed in substantial accordance with the British ColumbiaBuilding Code 2006, which is based on the National Building Code of Canada 2005.2. The following wind loads and factors were used: q50=0.63kPa, Iw=1.0-ULS, 0.75-SLS.

FIELD REVIEW BY STRUCTURAL ENGINEER1. Structural Engineer provides field review only for the work shown on these structural drawings, and it isconducted with such frequency as Structural Engineer deems appropriate to ascertain that the work is ingeneral 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 makeStructural Engineer guarantors of the Contractor’s work. It remains the Contractor’s responsibilityto build the work in conformance with the contract documents. Structural Engineer shall not be responsiblefor the acts or omissions of the Contractor, Sub-Contractor, or any other persons performing any of the workor 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 scheduledto 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 STEEL1. Concrete work shall conform to CAN/CSA-A23.1, CAN/CSA -A23.2, CAN/CSA -A23.3 andreferenced 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 classC-1 with a maximum water-cement ratio of 0.40 and air content of 5-8%. Maximum aggregatesize to be 19mm.7. No calcium chloride is permitted, in any form, in any concrete mix. Curing and protection ofconcrete for hot, cold or dry weather is to be as per clauses 7.4.1.8 and 7.4.2 of CAN/CSA.

STRUCTURAL ALUMINUM1. Aluminum sections shall be new.2. Aluminum alloys shall conform to the Aluminum Association publication Aluminum Standardsand Data ISO 6361-2 or ISO 6362-2.3. 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-resistantbituminous paint or other equivalent coating before installation.5. Welding operators and procedures shall be qualified according to CSA W47.2.6. 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 holededge distance tolerance to be -0, +2mm.8. Anchor and connection bolts to be ASTM A193 Stainless Steel. Anchors shall be embedded300mm 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 holesshall 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 wallthickness of the thinnest part being connected uno. Welds to be ground smooth.

TAMPER RESISTANCE AND CONNECTIONS1. Connection hardware to be stainless steel uno.2. Aluminum panels to be connected to structure with 6.4mm diameter stainless steel self-tappingscrews 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 assupplied by O.E.M. Hardware of Surrey BC, or equivalent as approved by Structural Engineer.Anchor bolts to be secured with “Pentagon” security nuts.

GENERAL NOTES

1. Provide self adhesive sign ID stickers. ID's should correspond with ID's shown on location planForm and placement of stickers on signs is to be coordinated with University of Victoria2. 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 #BS0160024SSH200 (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 discrepanciesshould be reported to the Architect.

zpavicdcs00mydocs$mpaprotnysign no. 8 - pedestrian - map ... · fm 09-8567 jan 31, 2012 01 sign no....

Documents