ask studio hold all rights of copyright … · a2 a502 6 t r e a d s 6 '-" 5 '-3 3...

UP

A201

A2

A2012

A202

A202

A2

C2

8' -

0"

A3A301

5' -

0"

50' - 0"

4' - 0"

4' - 0"

2' - 0"

2' - 0"

R 65' - 0"

16' - 0"

82' - 0"

12' -

0"

30' - 3"

EQ. 18' - 0" EQ.

21' -

4"

5' -

6 3/

4"

A5A501

A4A501

17' -

0"

38' -

4"

1

1

A505A5

C3A301

A201

1

A101A1

21' -

4"

9' -

6 3/

4" 1

5' - 9 1/2" 8' - 8" 7' - 4"

21' - 9 1/2"

8' - 6" 7' - 6" 5' - 9 1/2"

21' - 9 1/2"

38' - 5"

4' - 1"

4' - 1"

5' -

8"32

' - 0

"

12' - 0"

115' - 0"

8' - 0"

5' -

6 3/

4"5'

- 4"

16' -

0"

51' -

10

3/4"

66' -

5 1

/2"

14' -

6 3

/4"

16' -

0"

8' -

0"17

' - 6

1/2

"6'

- 0"

4' -

4 1/

4"

2' - 11 1/2"4' - 6"

2' - 11 1/2"4' - 6"

R 6

5' -

0"

2

3

3

6' - 0"

4

4

5

6

7

8

D4A502

A101B2

A101B1

50.00°

12' -

0"

TYP.

6' - 0"9

11 101

10' -

0"

25' - 0"

70' -

0"

0' - 0"COORDINATE SIDEWALK

CONNECTION W/ CIVILPLANS

A5059

A505A3

128' - 4 3/4"

16' - 0"

3S1.1

TYP.

1S1.1

F3 FOOTING TYP.REFER TO STRUCT.

PAVING, REFERTO CIVIL, TYP.

2S1.1

F1 FOOTING, TYP.

2S1.1

SIM.

F2 FOOTING, TYP.

F4 FOOTING,TYP.

(2) #9 TENSION TIES ENCASEDIN CONCRETE (DASHED LINESCONNECTING PIERS ACROSS)

PROVIDE FULL CLASS B LAPSPLICES PER ACI, REFER TO

DETAIL A3/A501

12

#4 CONT. @ 6" O.C.TYP AT STAGE SLAB

#4 CONT. @ 18" O.C.TYP AT STAGE SLAB

A3A301

4' - 0"

0' - 0"

6T @ 12"

6' - 0" 6' - 0"

6T @ 12"

6' - 0"

18' - 0"EQ. EQ.

30' - 3"

I.F. M

TL S

TUD

9' -

2"

A5058

A501B2

A501A2

A501D1

1' - 0"

1' - 0"1' - 0"

1' - 0"

C1A502

A502

B1

A505A4

3' - 6" 3"3"A502B2

REMOVABLE HANDRAILSECTION, REFER TO A3/A502

12' - 0"

4' - 6"

20' - 1 1/2"

PROVIDE FROSTSTOOP @ STAIRLANDINGS, TYP.

CONTROL JOINTS

6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0"

42' - 0"

12' -

0"

HSS TUBE STEEL POST,+20'-0" FROM GRADEELEV. PAINT. (TYP 8)

A1A501

HAVE SLAB JOG @ DOOR THRESHOLD,ALLOW WALL TO RUN PAST ON BOTH

SIDES, SIM. DETAIL TO BACK SIDE

10S2.1

9S2.1

9S2.1

10S2.1

18" O

.C.

6" O.C.

#4 CONT. @6" O.C., TYP

#4 CONT. @18" O.C., TYP

PLAN KEYNOTES:

1 CONTROL JOINT

2 LOCATION FOR STAGE ELECTRICAL SERVICE

3 CONCRETE PIERS

4 ELECTRICAL SERVICE LINES STUBBED UP THROUGH C.I.P WALL - ROUTE POWER TO PIER AND STUB UPTHROUGH CENTER OF TUBE ANCHOR - POWER UP TO STAGE CANOPY TO ROUTE UP FROM THIS LOCATION,COORDINATE W/ STRUCTURAL FOR TUBE PENETRATION OF ELECTRICAL SERVICE @ CANOPY LEVEL

5 ACCESSIBLE RAMP, PROVIDE HANDRAILS / GUARDRAILS AS REQ'D ON ALL SIDES, SLOPE NOT TO EXCEED 1:12 -REFER TO REFERENCED DETAILS

6 STAGE EQUIPMENT RAMP - PROVIDE GUARDRAIL ON OPEN SIDE

7 EXTEND ELECTRICAL SERVICE WIRES FROM PANEL OUT TO CONC. SLAB FOR STAGE CONTROL. ROUTEUNDERGROUND IN CONDUIT.

8 RECESSED SPOT LIGHT IN CONC. SLAB (TYP. 5) - COORDINATE FINAL LOCATION W/ ARCHITECT / ELECTRICALENGINEER, REFER TO ELECTRICAL PLAN LAYOUT

9 5" DIA, TUBE STEEL POLES, PAINT, TOP ELEV. 18'-0", SET IN FROST FOOTING - REFER TO STRUCT.

10 CONC. PAD ON FROST FOOTINGS - COORDINATE W/ CIVIL AND ADJ. SIDEWALK LOCATION.

11 RECESSED LOCKABLE JUNCTION BOX FOR ELECTRICAL / POWER CORDS FOR STAGE OPERATION -COORDINATE FINAL LOCATION IN SLAB W/ ARCHITECT.

12 CONCRETE EVENT CABLE TROUGH - REFER TO CIVIL DRAWINGS FOR DETAILS

GENERAL NOTES:1. SLOPE CONC. SLABS @ GRADE OUT AWAY FROM MAIN

STRUCTURE, TYPICAL.2. REFER TO FINISH SCHEDULE ON A001.

C1A301

C3A301

2' - 0"

5' -

5 3/

4"

8' - 8"

24' -

0"

8' -

2 1/

4"

4" 3' - 8" 8" 3' - 8" 4"

T.O. CIP CONC. WALL CURVEDSLOPE, REFER TO FRONTELEVATION FOR PROFILE

4' - 0"

0' - 0" PROVIDE FROSTSTOOP @ RAMPLANDING

8' - 0"T.O. CONC. WALL

SLO

PE U

P 1

:12

MAX

SLO

PE U

P 1

:12

MAX

RETURN INSIDEHANDRAIL TO WALL

RETURN OUTSIDEHANDRAILS DOWN,SET INTO CONC. TYP.

1' -

0"

1' -

0"

1' -

0"

T.O GALV. TUBE STEELHANDRAIL @ 36" MAX.,PROVIDE GALV. STEELBRACKETS W/ EPOXYANCHORS AS NECESSARY

GU

ARD

RAI

L &

HAN

DR

AIL

- SID

E SI

DE

ON

LY

T.O 1-1/2" O.D. GALV.TUBE STEEL HANDRAIL@ 36" MAX., W/VERTICALS @ 4'-0" O.C.SET INTO CONCRETE

1' -

0"HAN

DR

AIL

ON

LY

T.O. 1-1/2" O.D. GALV. TUBE STEEL GUARDRAIL @ 42"MIN. PROVIDE VERTICALS @ 4'-0" O.C. 1-1/2"HANDRAIL @ 36" MAX SUPPORTED OFF OF GUARDRAIL

A502 A3

ELECTRICAL PANEL

A2A502

6 TR

EAD

S

6' -

0"5'

- 8"

33' -

6"

TREAD WIDTH

4' - 10"

BTN. HANDRAILS

48" CLR.

1' -

0"

4' - 0"

0' - 0"

0' - 0"

12' - 4"

T.O. CIP CONC. WALLCURVED SLOPE, REFERTO FRONT ELEVATIONFOR PROFILE

8" 6' - 6" 4"

7' - 6"26

' - 0

"

1' -

0"

1' -

0"

8' - 0"T.O. CONC. WALL

RETURN HANDRAILSINTO CONC. WALL

TURN HANDRAILDOWN INTO SLAB,SET IN CONC.

T.O. 1-1/2" O.D. GALV. PIPEHANDRAIL @ 36" MAX.PROVIDE VERTICAL PIPESSET IN CONC. @ 4'-0" O.C.PAINT

TURN HANDRAILDOWN INTO SLAB,SET IN CONC.

PROVIDE FROSTSTOOP @ STAIR

37' -

8"

A502 C3

1/8" = 1'-0"A2 STAGE PLAN

ASKSTUDIO

ARCHITECTS SCHIPPER KASTNERHOLD ALL RIGHTS OF COPYRIGHT TOTHESE DRAWINGS. REPRODUCTIONS,

ALTERATIONS, MODIFICATIONS,USAGE OR INCORPORATION INTO

OTHER DOCUMENTS MAY NOTOCCUR WITHOUT THE PRIOR WRITTEN

PERMISSION OF ASK STUDIO.

COPYRIGHT 2015ASK STUDIO

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1/4" = 1'-0"A1ENLARGED PLAN - GREENROOM

N

1/4" = 1'-0"B2ENLARGED PLAN -ACCESSIBLE RAMP

1/4" = 1'-0"B1ENLARGED PLAN - STAIR ANDEQUIPMENT RAMP

GRADE0' - 0"

T.O. STEEL ARCHES61' - 0"

A3A301

Level 521' - 9"

2

1

VIEW PARALLEL TO STAGE FRONT CURVATURE

3

1

2

6

4

T.O. CONC. PIER18' - 0"

T.O. STAGE4' - 0"

1011

STAGE COVER PEAK31' - 8"

T.O. SMALL CANOPYSTEEL

38' - 10 1/2"

C3A301

ADDITIONAL FRAMINGMEMBERS WELDED

BETWEEN TRUSSES, TOPAND BOTTOM, TYP

14

15

12

17

1717

16

1

5

A4A504

6S1.1

RAMMED AGGREGATE PIERS,TYP. SIZE, LOCATION ANDSPACING BY INSTALLER

REFER TO 11/S2.1FOR TYP. CROSSBRACING DETAIL

REFER TO 17/S4.1 FORBRACING CONFIG. @

HORIZ. TRUSS

GRADE0' - 0"


Level 521' - 9"


T.O. STAGE4' - 0"

2

6

3

7

18

9

1" 12"

10



38' - 10 1/2"

ADDITIONAL FRAMINGMEMBERS WELDED

BETWEEN TRUSSES, TOPAND BOTTOM, TYP

ADDITIONAL FRAMING MEMBERS WELDEDBETWEEN TRUSSES, TOP AND BOTTOM, TYP

C4A503

D4A503

4A503

1A503

70.00°70.0

0°

16

17

1

1117

A4A504

C4A504

RAMMED AGGREGATEPIERS, TYP. SIZE,LOCATION ANDSPACING BY INSTALLER

6S1.1

4S1.1

5S1.1

7S1.1

ELEVATION KEYNOTES:

1 CAST-IN-PLACE BOARD-FORMED CONCRETE PIER,BOARDS LAID VERTICAL

2 PREMANUFACTURED 120' GALV. STEEL ARCHTRUSSES. REFER TO STRUCTURAL FOR ATTACHMENT,BRACING AND LOAD CALCS.

3 CAST-IN-PLACE BOARD-FORMED CONCRETE STAGEPLATFORM / WALLS, BOARDS LAID HORIZONTAL

4 TRANSLUCENT PANELS

5 GALV. STEEL HANDRAILS / GUARDRAILS, PAINT

6 TUBE STEEL CANOPY STRUCTURE, PAINT

7 CAST-IN-PLACE CONCRETE STAIRS

8 GALV. STEEL TUBE GUARD AND HANDRAILS AT RAMP

9 LOCATION FOR ELECTRICAL BOX / STAGE CONTROLS

10 STEEL BOW TRUSS, PAINT

11 STAGE SIGNAGE

12 STEEL PLATE ROOFING

13 MEMBRANE ROOFING

14 PREFIN. METAL FLASHING

15 HM DOOR AND FRAME, PAINT

16 HSS ROUND STEEL TUBE POSTS, PAINT - REFER TODETAIL A1/A501.

17 FOOTINGS / FOUNDATIONS - REFER TO STRUCT.

GENERAL NOTES:

1. ELEVATIONS ARE ALIGNED PERPENDICULAR TO STAGESIDES.

GRADE0' - 0"

A3A301


T.O. STAGE4' - 0"

A2A501

C3A501

D1A501

1-1/2" O.D. GALV. TUBE STEELHANDRAILS / GUARDRAILS,

PAINT, PROVIDE 1'-0" EXT. ATTOP AND BOTTOM, TYP.

PROVIDE SLIP JOINTCONNECTION DETAIL @BOTTOM RAILING POST, TYP

B5A501

SIM.

REFER TO STRUCTURALFOR STEEL ANCHOR /CONNECTIONS

42" M

IN.

1 TREAD EXT.

36" M

AX.

REMOVABLEGURADRAIL SECTION

ROUND STEELPOSTS, PAINT,

BEYOND

2

14

4

1

16

15

7

5

7S1.1

ASKSTUDIO






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1/8" = 1'-0"A2 SOUTH ELEVATION

1/8" = 1'-0"2 EAST ELEVATION 1/8" = 1'-0"1 GREEN ROOM - SOUTH ELEV.

TRUSS ARCHES,GALVANIZED STEEL


STAGE CANOPY STEELCOMPONENTS:GALVANIZED / PAINTEDWHITE

CONCRETE, TYPCOLOR

CONCRETE, TYPCOLOR


STAGE CANOPY STEELCOMPONENTS:GALVANIZED / PAINTEDWHITE

GRADE0' - 0"


A3A301

Level 521' - 9"


T.O. STAGE4' - 0"



38' - 10 1/2"

C3A301

1

3

3

5

413

14

1

6

210

12

1

5

C3A111

1617 17

11


GRADE0' - 0"


Level 521' - 9"


T.O. STAGE4' - 0"

A5A501



38' - 10 1/2"

70.0

0° 70.00°

1

1

2

6

3

10

A4A504

5

1 1

16

17 1777

5

C4A504

6S1.1

4S1.1

5S1.1

7S1.1


ELEVATION KEYNOTES:

1 CAST-IN-PLACE BOARD-FORMED CONCRETE PIER,BOARDS LAID VERTICAL

2 PREMANUFACTURED 120' GALV. STEEL ARCHTRUSSES. REFER TO STRUCTURAL FOR ATTACHMENT,BRACING AND LOAD CALCS.

3 CAST-IN-PLACE BOARD-FORMED CONCRETE STAGEPLATFORM / WALLS, BOARDS LAID HORIZONTAL

4 TRANSLUCENT PANELS

5 GALV. STEEL HANDRAILS / GUARDRAILS, PAINT

6 TUBE STEEL CANOPY STRUCTURE, PAINT

7 CAST-IN-PLACE CONCRETE STAIRS

8 GALV. STEEL TUBE GUARD AND HANDRAILS AT RAMP

9 LOCATION FOR ELECTRICAL BOX / STAGE CONTROLS

10 STEEL BOW TRUSS, PAINT

11 STAGE SIGNAGE

12 STEEL PLATE ROOFING

13 MEMBRANE ROOFING

14 PREFIN. METAL FLASHING

15 HM DOOR AND FRAME, PAINT

16 HSS ROUND STEEL TUBE POSTS, PAINT - REFER TODETAIL A1/A501.

17 FOOTINGS / FOUNDATIONS - REFER TO STRUCT.

GENERAL NOTES:

1. ELEVATIONS ARE ALIGNED PERPENDICULAR TO STAGESIDES.

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1/8" = 1'-0"A2 NORTH ELEVATION

1/8" = 1'-0"C2 WEST ELEVATION

STRUTS TYP.HSS8.625 x 0.5

ARCHES TYP.HSS14 x 0.625

RIM TYP.HSS12.75 x 0.5

VERTS TYP.HSS8.625 x 0.3

VERTS TYP.HSS8.625 x 0.3


TIES/BRACING TYP.HSS5.5 x 0.5


CONC. PIER

CONC. PIER

CONC. PIER

CONC. PIER

CONC. PIER

THIS STRUT ONLYHSS8.625 x 0.625

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AERIAL IMAGES

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B1 AERIAL VIEW - SW

3 STRUCTURE AERIAL

L1 L1 L1 L1 L1

T

L3

L3

8

7

3

1

2

L2

L2

L2

L2 L2

L2

L2

L2

9

10

11

4

5

9

10

12

26' - 0"

18' - 0"

13

13

L4 L4

L4 L4

L4 L4

L4 L4

L4L4

L4

L4

L4

L4

L4

1414

ELECTRICAL PLAN KEYNOTES:

1 WATERPROOF, GROMMETTED JUNCTION BOX RECESSED INCONCRETE. JUNCTION BOX TO BE LOCKABLE, APPROX.LOCATION SHOWN, VERIFY FINAL LOCATION WITHARCHITECT / ELECTRICAL ENGINEER PRIOR TO INSTALL.

2 PROVIDE (2) - 4" CONDUITS ROUTED FROM JUNCTION BOXAT CONTROL PAD TO ELECTRICAL PANEL

3 ELECTRICAL PANEL - COORDINATE FINAL LOCATION W/ARCHITECT / ELECTRICAL ENGINEER. VERIFY PANELPROJECTION FROM WALL TO COORDINATE W/ACCESSIBLILITY.

4 APPROX. LOCATION OF TRANSFORMER SHOWN. PROVIDEPAD / ROCK BED AROUND TRANSORMER FOR CLEARANCESAROUND UNIT. VERIFY CLEARANCE REQUIREMENTS.

5 CONNECTION FROM ELECTRICAL SERVICE - COORDINATEW/ CIVIL.

6 ROUTE POWER OVER TO CONCRETE PIER AND ROUTE UPTHROUGH MIDDLE OF STEEL COLUMN ANCHOR. PROVIDEGROMMETED ACCESS HATCH FOR ELECTRICAL ROUTINGELECTRICAL WIRES. SIZE AND LOCATION ON TUBE COLUMNTO BE COORDINATED W/ STRUCTURAL / ELECTRICALENGINEER.

7 ROUTE POWER UP THROUGH CURVED COLUMN AND UP TOARCH INTERSECTION. COORDINATE W/ STRUCTRUAL FORPENETRATION OUT OF TUBE STEEL. ROUTE POWER INCONDUIT AROUND RIM OF CANOPY, REFER TOCORRESPONDING DETAILS

8 RECESSED, WATERPROOF UP LIGHTS SET IN CONCRETESTAGE SLAB - LIGHT FIXTURE TO BE FLUSH WITH STAGE ORTO HAVE TRIM THAT MEETS ACESSIBILITY. FIXTURES TO BECENTERED BETWEEN SAW CUTS - COORDINATE W/ FLOORPLAN - FIXTURES TO BE TIED IN WITH TIMER / PHOTOCELLUSED WITH CANOPY SPOT LIGHTS

9 WATERPROOF GROMMETTED, LOCKABLE JUNCTION BOXW/ POWER CONNECTION RECESSED IN TOP OF CONCRETEPIER. APPROX. LOCATION SHOWN - COORDINATE W/STRUCTURAL / ELECTRICAL ENGINEERS.

10 PROVIDE RECESSED GFCI DUPLEX IN CONC PIER - ROUTECONDUIT IN CONCRETE

11 ROUTE CONDUIT TO OPPOSITE SIDE CONCRETEUNDERNEATH GREENROOM SLAB

12 STAGE CANOPY FLOOD LIGHTS - CENTERED BETWEENEACH STRUT BEAM

13 ROUTE CONDUIT FOR RECESSED EGRESS PATH LIGHTINGAT RAMPS AND STAIR. LIGHTING TO BE ON TIMER /PHOTOCELL, W/ EMERGENCY BATTERY BACKUP AS REQ'DBY APPLICABLE CODES AND LOCAL BUILDING OFFICIAL

ELECTRICAL PLAN - GENERAL NOTES:

1. ELECTRICAL PLANS ARE SCHEMATIC AND FOR REFERENCEONLY IT IS THE RESPONSIBILITY OF THE ELECTRICALCONTRACTOR TO DESIGN ALL SYSTEMS AND MEET ALL CODESAS REQUIRED BY STATE AND LOCAL JURISDICTIONS AND ASOUTLINED IN THE SPECIFICATION.

2. REFER TO CIVIL PLANS FOR SITE LIGHTING AND LOCATIONS.3. EMERGENCY EGRESS LIGHTING TO HAVE BATTERY BACKUP AS

REQUIRED BY THE IBC AND THE LOCAL BUILDING OFFICIAL -COORDINATE QUANTITY OF FIXTURES AND LOCATIONS WITHELECTRICAL ENGINEER AND BUILDING OFFICAL.

LIGHT FIXTURE SCHEDULE:

L1

ALL-WEATHER WATERPROOF DIRECTIONAL LED UPLIGHT -RECESSED IN CONCRETE. IMPACT RESISTANT LENSE, TRIMTO BE STAINLESS STEEL, FLUSH W/ STAGE SLAB. MUST MEETACCESSIBILITY FOR CHANGE IN ELEVATION IF PROTRUDESABOVE SLAB SLIGHTLY. LIGHTS TO BE CONNECTED TO BOTHTIMER AND PHOTOCELL.

L2

ALL-WEATHER DIRECTIONAL LED SPOT LIGHT (WAS LIGHT ONUNDERSIDE OF STAGE CANOPY) - RECESSED IN CONCRETE.IMPACT RESISTANT LENSE, TRIM TO BE STAINLESS STEEL,FLUSH W/ STAGE SLAB. MUST MEET ACCESSIBILITY FORCHANGE IN ELEVATION IF PROTRUDES ABOVE SLAB SLIGHTLY.LIGHTS TO BE CONNECTED TO BOTH TIMER AND PHOTOCELL.

L3

CONT. LINEAR LED LIGHT FIXTURES - MOUNT TO CEILINGJOISTS - POWER TO EXTEND FROM PIER @ MOUNT LEVEL -COORDINATE SIZE OF FIXTURE WITH SPACE - USECOMBINATION OF LENGTHS TO ACHIEVE LENGTHS SHOWN.FIXTURES TO ALL BE SWITCHED TOGETHER.

L4

ALL-WEATHER WATERPROOF RECESSED LED PATH LIGHTING,RECESSED INTO CONCRETE WALL. IMPACT RESISTANT LENSE,TRIM TO BE STAINLESS STEEL. LIGHTS TO BE CONNECTED TOBOTH TIMER AND PHOTOCELL. LIGHTS TO HAVE EMERGENCYEGRESS OPERATION AND TO OPERATE ON BATTERY BACKUPAS REQUIRED BY APPLICABLE CODES AND LOCAL BUILDINGOFFICIAL. QTY, LOCATION, LIGHT LEVELS AS REQ'D BYAPPLICABLE CODES FOR EMERGENCY EGRESS LIGHTING.

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1/8" = 1'-0"A3 ELECTRICAL PLAN

99

ask studio hold all rights of copyright … · a2 a502 6 t r e a d s 6 '-" 5 '-3 3...

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