mosaic centre for conscious community and commerce · 2014. 6. 26. · june 25, 2014 architectural...

PROJECT NUMBER:

C:\Users\Alecs\Desktop\213180_MC4_ARCH_v14_Alecs(Recovery).rvt

21-3180

MOSAIC CENTRE FORCONSCIOUS COMMUNITYAND COMMERCE

ISSUED FOR CONSTRUCTION - VOL. 6

JUNE 25, 2014

STRUCTURAL MECHANICAL ELECTRICAL LANDSCAPEARCHITECTURAL CIVILA121 MAIN FLOOR FINISH PLANA122 SECOND FLOOR FINISH PLANA123 THIRD FLOOR FINISH PLANA124 ROOF & PENHOUSE FLOOR FINISHA201 MAIN FLOOR RC PLANA202 SECOND FLOOR RC PLANA203 THIRD FLOOR & PENTHOUSE RC PLANA501 ENVELOPE DETAILSA502 ENVELOPE DETAILSA503 ENVELOPE DETAILSA504 ENVELOPE DETAILSA505 ENVELOPE DETAILSA506 ENVELOPE DETAILSA601 MAIN FLOOR COLLISION SPACE ENLARGED PLANA602 SECOND FLOOR COLLISION SPACE ENLARGED PLANA603 THIRD FLOOR COLLISION SPACE ENLARGED PLANA604 BLEACHER STAIR DETAILSA605 EXTERIOR GUARD RAIL ELEVATIONSA606 INTERIOR GUARD RAIL ELEVATIONSA607 GUARD RAIL DETAILSA611 BLEACHER STAIR & GUARDRAIL PERSPECTIVE VIEWSA703 DOOR & FRAME SCHEDULE, ELEVATIONS & DETAILSA704 INTERIOR GLAZING ELEVATIONS

N/AN/AN/A N/AN/A

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CORRIDORSE-01

SPR.SE-03

CORRIDORES-01

VESTIBULECS-01

ATRIUMCS-02

RAMPCS-04

SITE SAFETYSE-04

CRU - 3WE-01

A

STAIRSST-02

MECHANICALSE-06

ELECTRICALSE-07

RECYCLINGSE-08

FD

FD

FD

LEGEND:

SHWR-MWE-09

SHWR-WWE-08

FD

FD

FD

EQUIPMENTSE-05

EXIT STAIRSES-02SERVER

SE-10NICHEOF-02

03 35 00 HARDENED SEALED CONCRETE

03 35 00 ABRASIVE SEALED CONCRETE

09 96 59 TWO COATS OF TRANSPARENT HIGH-BUILD GLAZED COATING

09 90 00 SLIP RESISTANT CLEAR COATING ON GLULAM DECK

09 30 13 CERAMIC TILE

09 65 13 RESILIENT FLOORING ON PLYWOOD

CRU - 2OF-03

5000 5000 5000 5000 10001 5000 5000 5000 5000 5000

1050

010

0095

00

1050

095

0010

0020

000

1000

2100

0

55000

CRU-1RT-01

VESTIBULECS-03

BICYCLE ROOMSE-02

TELECOMSE-09

LANDINGOF-01

LANDINGCS-05

STAIRSST-01

EXIT STAIRSES-09

CORRIDORES-08

FD

CLOSETWE-02

12 48 23 ENTRANCE FLOOR GRIDS

10 40 13 SURFACE TACTILE INDICATORS

JAN.SE-16

RAMPOF-01

LOCKER RM - MWE-10

LOCKER RM - WWE-05

WC-FWE-07

WC-FWE-06WC-M

WE-12URINALWE-11

RECEPTIONWE-03

T/O MAIN FL. FINISH+/- 0.00

T/O MAIN FL. UPPER FINISH+500

T/O MAIN FL. LOWER FINISH-500

FD

FD

FD

FD

FD

FD

FD

FD FD

COCO

CO

CO

CO

CO

CO

FD

FD

1860 1587

1707

2163

371

1480

1020

CO

CO

1580

630

ELEVATOR PIT FLOOR-305

FD FD

1985

FD

1505

LAV

LAV LAV

WC

300

WC

WC

WC

WC WC WC

WC

WC

WC

SK

SK

SK

LAV

LAV

LAV

LAV LAV LAV

SK

SK625

1450 1100

1

SH

SH

SHSH SH

SH

SH SHCO

GENERAL NOTES :1. FOR FLOOR / BASE/ WALL & CEILING FINISHES

REF. TO : 09 99 00 FINISHES SCHEDULE

2. ALL FLOOR MATERIAL TO BE INSTALLED CONTINUOSLY UNDER ALLMILLWORK ITEMS PRIOR TO MILLWORK INSTALLATION

3. ALL CHANGES IN FLOOR MATERIAL TO BE CENTERED IN DOORWAY -U.N.O.

4. MAX. ACCEPTABLE ELEVATION DIFFERENTIAL BETWEEN TWO ADJACENTFLOORING IS 13 mm

5. ALL FLOORING TRANSISTIONS TO RECEIVE "ARMSTRONG" TRANSITIONPROFILES - REF. TO 09 65 13

This drawing is a copyright and the exclusive property of ManascIsaac Architects Ltd., and shall not be reproduced, nor distributed,nor used in any way without their written permission. Thearchitectural design and all other information shown on thisdrawing shall not be copied, nor loaned out, nor recreated withoutwritten consent by Manasc Isaac Architects Ltd.

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0

AR/AV

VS

SK/VM

21-3180

MAIN FLOOR FINISHPLAN

A121

MOSAIC CENTRE FORCONSCIOUS COMMUNITY

AND COMMERCE

-MAIN FLOOR FINISH PLAN1

TRUE NORTH BUILDING NORTH

GRAVEL @ GREENWALL TRENCH DRAIN,ON T/O HARDENED & SEALED CONCRETE

- PROVIDE WATERPROOFING OR MEMEBRANE

1

KEYNOTES :

NO. Y/M/D DESCRIPTION2014/06/25 ISSUED FOR CONSTRUCTION

UP

UP

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MEETING ROOMBH-14

MEETING ROOMBH-22

SECURITYBH-01

MEETING ROOMBH-13

PRINTER RMBH-05

CORRIDORCS-07

LANDINGCS-09

SEATINGCS-11

BLEACHERSCS-13

LANDINGCS-20

HOT DESKSCS-18

LANDINGCS-17

DINING AREASH-01

BAR SEATINGSH-02

BALCONYSH-03

REST AREASH-04

LOUNGESH-05

GAMES ROOMSH-06

OPEN OFFICESSH-07

HALLWAYSH-09

WC - WSH-10

WC - MSH-11

EXIT STAIRSES-10

STAIRSST-03

STAIRSST-04

STAIRSST-05

A

BLEACHERSCS-10

LANDINGCS-06

LANDINGCS-14

LEGEND:

JANITORSE-12

EXIT STAIRSES-03


09 96 59 TWO COATS OF TRANSPARENT HIGH-BUILD GLAZED COATING

06 15 26 CLEAR COATING ON GLULAM DECK



07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING c/w "BISON"PAVERS ON SLEEPERS

1050

010

500

2100

05000 5000 5000 5000 10001 5000 5000 5000 5000 5000

55000

1050

010

0095

0021

000

LANDINGES-11

LANDINGCS-08

LANDINGCS-12

JANITORSE-11

LANDINGES-04

HOT DESKCS-16

CORRIDORCS-15

LANDINGCS-19

BEEHIVEBH-23

BLEACHERSCS-21

DN

DN

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW


UP

UP

T/O SECOND FL. LOWER FINISH+4000

T/O SECOND FL. UPPER FINISH+6000





FD

FD

FD

FD

ELECT. FLOOR BOX - REF. TO E300-E303

600 (

TYP.

)

EL.SHAFT

600 (TYP.)

600 (

TYP.

)

EQ EQ

EQEQ

EQ EQEQEQ

EQEQ

1000 EQ EQ 1000

185

1880 6730

4500

EQ

EQ

EQ

EQ

EQ

EQ EQ

EQEQ








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REVISION

NOTES

PERMITS AND SEALS

PROJECT NAME

CLIENT

SUBCONSULTANT

ARCHITECT

DRAWN BY

DESIGNED BY

CHECKED BY

DRAWING TITLE


AS NOTED


0

AR/AV

VS

SK/VM

21-3180

SECOND FLOORFINISH PLAN

A122


AND COMMERCE

-SECOND FLOOR FINISH PLAN1



UP

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MEETING ROOMOC-19

MEETING ROOMOC-20

BLEACHERSOC-27

CLOSETSE-13

LANDINGCS-22

LANDINGCS-23

STAIRSST-05

STAIRSST-06

A

JANITORSE-14

LEGEND:

BLEACHERSCS-21





EXIT STAIRSES-05

1050

010

500

2100

05000 5000 5000 5000 10001 5000 5000 5000 5000 5000 5000

60000

2100

080

0025

0010

0095

00

5000 5000 5000 15001 5000 5000 5000 5000 500055000

PRINTER ROOMOC-22

OCEOC-26

DN


DN

UPTHIRD FL. FINISH+8000

THIRD FL. FINISH+8000

ELECT. FLOOR BOX - REF. TO E300-E303

600 (

TYP.

)

FD

EL.SHAFT

600 (TYP.)

600 (

TYP.

)

EQEQ

EQ EQ

EQ EQ

EQEQ

EQ

EQ

EQ

EQ

2390








DRAWING SCALE

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PROJECT NAME

CLIENT

SUBCONSULTANT

ARCHITECT

DRAWN BY

DESIGNED BY

CHECKED BY

DRAWING TITLE


AS NOTED


0

AR/AV

VS

SK

21-3180

THIRD FLOOR FINISHPLAN

A123


AND COMMERCE

-THIRD FLOOR FINISH PLAN1



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A

LEGEND:




07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING


07 52 00 DOUBLE ROOFING CAP SHEET - WHITE

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500

5000 5000 5000 5000 10001 5000 5000 5000 5000 5000 500060000

1050

010

500

2100

0

2100

0

ROOF PENTHOUSEOC-29

ROOF ACCESSOC-28

ROOF SERVICE AREARF-02

LANDINGES-07

STAIRSRF-03

WEST PV PANEL AREARF-01

PV OVERHANG

PV OVERHANG

EAST PV AREARF-05

ROOF SERVICE AREARF-04

MECH. RMRF-06

STAIRSST-06

BLEACHERSOC-27

OPEN TO BELOW

UP

PV ARRAY AREA

DN


RD

RD

RD

RD

RD

RD

RD

RD

SLOPE SLOPE

SLOPE SLOPESLOPE SLOPE

SLOPE SLOPE

SLOPE

SLOPE

SLOPE SLOPE

SLOPE SLOPE

SLOPE SLOPE

SLOP

E

SLOP

E

SLOP

E

SLOP

E

SLOP

E

SLOP

E

SLOP

E SLOP

E

SLOP

E

RD

5A505

EXIT STAIRSES-06

SLOP

E

AREA OF FUTURE PAVERS (NIC)- PROVIDE DOUBLE CAP SHEET

OUTLINE OF PV ARRAY ABOVE-REF. TO PV-303

RD







E

F

G

5 6 78 9 10 11

H

J 2693

SLOP

E

SLOPE

WEST PENTHOUSE ROOFRF-10

PV ARRAY AREA

SOUTH PENTHOUSE ROOFRF-08

SOUTH PENTHOUSE ROOFRF-07

SOUTH PENTH. PARAPET+15460

EAST PENTH. PARAPET+15060


DRAWING SCALE

PROJECT #

REVISION

NOTES

PERMITS AND SEALS

PROJECT NAME

CLIENT

SUBCONSULTANT

ARCHITECT

DRAWN BY

DESIGNED BY

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DRAWING TITLE


AS NOTED


0

AR/AV

VS

SK

21-3180

ROOF & PENHOUSEFLOOR FINISH

A124


AND COMMERCE

-ROOF FINISH PLAN1

-PENTHOUSE PLAN FLOOR FINISH2



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A

5000 5000 5000 5000 10001 5000 5000 5000 5000 5000

1050

095

0010

00

3.054 A.M.F.F.

SPR.SE-03

CORRIDORES-01

VESTIBULECS-01

ATRIUMCS-02

SITE SAFETYSE-04

CRU - 3WE-01

ELECTRICALSE-07

STAIRSST-02

RECYCLINGSE-08

MECHANICALSE-06

SHWR-MWE-09

SHWR-WWE-08

NICHEOF-02

CRU - 2OF-03

EQUIPMENTSE-05

CORRIDORSE-01

BICYCLE ROOMSE-02

ATRIUMCS-02

RAMPCS-04

VESTIBULECS-03

SERVERSE-10

TELECOMSE-09

CORRIDORES-08

CRU-1RT-01

+5006 A.M.F.F.

+4977 A.M.F.F.

08 36 13OVERHEAD DOORc/w TRACK

SUNSHADES SUNSHADES SUNSHADES SUNSHADESSUNSHADES

OVERHANG

OVERHANG

S1 S1S1

S1

EXIT STAIRSES-02

EXIT STAIRSES-09

OPEN TO ABOVE

OPEN TO ABOVERWL

RWL

RWL

RWL

RWL

+5792 A.M.F.F.

+3792 A.M.F.F.

+5412 A.M.F.F.

+5792 A.M.F.F.

+4400 A.M.F.F.

+3792 A.M.F.F.+5792 A.M.F.F.

+3054 A.M.F.F.

+4977 A.M.F.F.

+3054 A.M.F.F.

LANDINGCS-05

JAN.SE-16+3792 A.M.F.F.

+3792 A.M.F.F.

S1

RAMPOF-01

EQ (T

YP.)

EQ (T

YP.)

EQ (T

YP.)

EQ (T

YP.)

EQ (TYP.) EQ (TYP.)

EQ (TYP.) EQ (TYP.)EQ (TYP.) EQ (TYP.)

EQ (T

YP.)

EQ (T

YP.)

EQ (T

YP.)

1325

+3048 A.M.F.F.

+3987 A.M.F.F.

+5792 A.M.F.F.

LOCKER RM - MWE-10

LOCKER RM - WWE-05

RECEPTIONWE-03

WC-FWE-06

WC-FWE-07

URINALWE-11

WC-MWE-12

RWL

800

EQEQ

EQEQ

EQ (T

YP.)

EQ (T

YP.)

+4591 A.M.F.F.

+2745 A.M.F.F.

+3200 A.M.F.F. +3200 A.M.F.F.

EQEQ

EQ EQ

EQ EQ EQ

EQEQ

1000

EQEQ

EQ EQ EQ EQ

600

900

EQ (TYP.)

EQ (TYP.)

900

600

+3200 A.M.F.F.

+3054 A.M.F.F.

EQ (TYP.) EQ (TYP.) EQ (TYP.) EQ (TYP.) EQ (TYP.) EQ (TYP.) EQ (TYP.) EQ (TYP.)

EQ (TYP.)EQ (TYP.)

600

EQ (T

YP.)

EQ (T

YP.)

EQ (T

YP.)

EQ (T

YP.)

EQ (T

YP.)

m

m

m

m

m

m

mm

m

m

m

mm

m

m m mm

mm

m

m

m

m

m

ELEV. SHAFT

EQEQ

EQEQ

EQ

EQ

+3200 A.M.F.F.

+4400 A.M.F.F.

09 21 16SUSPENDED GB CEILING - PAINTED

07 42 23CEDAR SOFFIT -COATED

06 18 00EXPOSED WOOD GLUE LAMINATED DECKING - COATED

09 54 13SUSPENDED WIRE MESH METAL CEILING

LEGEND:

09 90 00EXPOSED WOOD JOIST & PLYWOOD

LIGHT FIXTURES - REF. TO E200-E203

1. ALL CEILINGS ELEVATIONS ARE NOTED:A.M.F.F. = ABOVE MAIN FLOOR FINISH

2. ALL BULKHEADS TO FOLLOW ADJACENT WALL TYPE UNLESS OTHERWISE NOTED :REF. TO A101-A104 FLOOR PLANS

3. ALL STOREFRONTS HAVE BULKHEADS TO U/S OF CEILING UNLESS OTHERWISE NOTED :REF. TO A101-A103 FLOOR PLANS FOR LOCATION

4. FOR FINISHESREF. TO : 09 99 00 - FINISHES SCHEDULE

5. FOR LIGHTINGREF. TO : E200-E203 LIGHTING

6. FOR DUCTWORKREF. TO : M301-M303 MECHANICAL VENTILATION & FIRE PROTECTITION PLAN

7. FOR PLUMBING AND PIPINGREF. TO : M201-M203 MECHANICAL PLUMBING, HEATING AND COOLING PLAN

8. FOR SPRINKLER SYSTEMREF. TO : SP100-SP103

NOTES:

DUCTWORK - REF. TO M301-M303

SPRINKLER LINES - REF. TO SP100-SP103

SPRINKLER HEADS - REF. TO SP100-SP103

09 21 161 HR FIRE RATED GB CEILING - PAINTED

MOTION SENSOR REF. TO E 200-E203m

REF. TO A704 - STOREFRONT ELEVATIONST/O FRAME

REF. TO A201-A203 REFLECTED CEILING PLANSU/S CEILING

T/O STOREFRONTR.O. AL

IGN

07 92 00CAULKING

07 92 00CAULKING

ALIGN

+ 2700U/S SUSPENDED CEILING

REF. TO : A201-A203 REFLECTED CEILING PLANSU/S GLULAM DECK

07 92 00CAULKING

09 21 16CORNER PROFILE


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DRAWING TITLE


AS NOTED


0

AV

VS

SK

21-3180

MAIN FLOOR RC PLAN

A201


AND COMMERCE

-MAIN FLOOR REFLECTED CEILING PLAN1

-TYPICAL BULKHEAD @ STOREFRONT2

-TYPICAL BULKHEAD @ SUSPENDED CEILING3



1

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MEETING ROOMBH-14

MEETING ROOMBH-22

SECURITYBH-01

MEETING ROOMBH-13

PRINTER RMBH-05

CORRIDORCS-07

JANITORSE-11

STAIRSST-05

5000 5000 5000 5000 10001 5000 5000 5000 5000 5000 5000

1050

095

0010

00

+7792 A.M.F.F.

+7009 A.M.F.F.

+7792 A.M.F.F.

OPEN TO ABOVE

BLEACHERSCS-21

OVERHANG

RWL

RWL

BEEHIVEBH-23

+6700 A.M.F.F.

S1

+7897 A.M.F.F.

EXIT STAIRSES-03

RWL

+6745A.M.F.F.

EQ (T

YP.)

EQ (T

YP.)

EQ (T

YP.)

EQ (T

YP.)

EQ (TYP.) EQ (TYP.)

600

EQEQ

EQ60

060

0

EQEQ

EQ(TYP.) EQ(TYP.) EQ(TYP.) EQ(TYP.)

EQ(TYP.) EQ(TYP.) EQ(TYP.) EQ(TYP.) EQ(TYP.) EQ(TYP.)

4500

EQ EQ

m m

m

m

mmm

m m

m

ELEV. SHAFT

m





LEGEND:











NOTES:







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DRAWING TITLE


AS NOTED


0

AV

VS

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21-3180

SECOND FLOOR RCPLAN

A202


AND COMMERCE

-SECOND FLOOR REFLECTED CEILING PLAN1



NFHB

1

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C

BB

D

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F

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2

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A

MEETING ROOMOC-19

MEETING ROOMOC-20

PRINTER ROOMOC-22

CLOSETSE-13

JANITORSE-14

1050

095

0010

00

5000 5000 5000 5000 10001 5000 5000 5000 5000 5000 5000

EXIT STAIRSES-05

+10792 A.M.F.F.

+10081 A.M.F.F.

+12542 A.M.F.F.

+11482 A.M.F.F.

OCEOC-26

RWL

RWL

RD

+11482 A.M.F.F.+10482 A.M.F.F.

+10482 A.M.F.F.

+11482 A.M.F.F.+10608 A.M.F.F.

RWL

RDRD

RD

RD

+10482 A.M.F.F.

+9054 A.M.F.F.

RD

+10745 A.M.F.F.

+9353 A.M.F.F.

DINING AREASH-01

LOUNGESH-05

GAMES ROOMSH-06

OPEN OFFICESSH-07

EXIT STAIRSES-10

WC - MSH-11

WC - WSH-10

JANITORSE-12

HALLWAYSH-09

BAR SEATINGSH-02

BALCONYSH-03

EQ (TYP.) EQ (TYP.)

3600

1600

2000

EQ (T

YP.)

EQ (T

YP.)

EQ (T

YP.)

3368

2000

5000

EQ (TYP.) EQ (TYP.) EQ (TYP.) EQ (TYP.) 2000 3000

EQ (TYP.) EQ (TYP.) EQ (TYP.) EQ (TYP.) EQ (TYP.) EQ (TYP.)

4000

3000

4500

EQ EQEQ EQ

1250

EQ (TYP.) EQ (TYP.) EQ (TYP.) EQ (TYP.) EQ (TYP.) EQ (TYP.) EQ (TYP.) EQ (TYP.)

EQ (T

YP.)

EQ (T

YP.)

EQ (T

YP.)

EQ (T

YP.)

2500

EQ EQ

5000

5000

4500

2200 2200

mm

mm

mm

mm

m

m

m

m

m

m

m m

m

mm

m

m

m mm

m

EQEQ

EQEQ

EQEQ

2050

12300

DD

EE

FF

GG

5

5

6

6

7

7

8

8

9

9

10

10

11

11

H

H

J

J

+14555 A.M.F.F.

+14646 A.M.F.F.

ROOF PENTHOUSEOC-29

ROOF ACCESSOC-28

BLEACHERSOC-27

EXIT STAIRSES-06

LANDINGES-07

MECH. RMRF-06

2000

2000

1158

400

m

m





LEGEND:











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DRAWING SCALE

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REVISION

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PERMITS AND SEALS

PROJECT NAME

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SUBCONSULTANT

ARCHITECT

DRAWN BY

DESIGNED BY

CHECKED BY

DRAWING TITLE


AS NOTED


0

AV

VS

SK

21-3180

THIRD FLOOR &PENTHOUSE RC PLAN

A203


AND COMMERCE

-THIRD FLOOR REFLECTED CEILING PLAN1

-PENTHOUSE REFLECTED CEILING PLAN2



GL

T/O FRAME

B/O ROB/O FE

08 11 13THERMALLY BROKENPRESSED STEEL FRAME

MEMBRANE FLASHINGTO LAP & SEAL TO FRAME

W3

GL

W3

08 11 13THERMALLY BROKENPRESSED STEEL FRAME08 11 13INSULATED HOLLOW METAL DOOR

07 92 00CAULKING09 21 16PAINTED GYPSUM WALL BOARD

07 62 00PREFINISHED METAL FLASHING PT-1

05 41 00STEEL STUD C CHANNEL

R.O.F.E.

F.S.

03 30 00

INSULATED HOLLOW METAL DOOR

THERMALLY BROKENTHRESHOLD-SEALED TO FLOOR

CONCRETE APRON

DOOR SWEEP

08 71 00

08 11 13

25mm HI LOAD POLYSTYRENEINSULATION

07 21 13

07 21 00100mm INSULATION-EXTEND UP TO 1220mm BEYOND GRADE BEAM

STEEL DOWEL

W5

JH

1118

253160

13

16

13VARIES REF. TO A401-

A407

208

T/O BEAM+3792

T/O FLOOR+4000

B/O SOFFIT = T/O FRAME+3054

T/O FRAME+3054

T/O R.O.+3067

07 21 00100 mm SEMI-RIGID INSULATION

07 21 0050 mm RIGID INSULATION

05 41 00STEEL STUD SYSTEM07 42 23CEDAR SIDING07 62 00PREFINISHED METAL FLASHING - BY FERGUSON-PT-1

07 26 00AIR/VAPOUR BARRIER

06 11 00PLYWOOD SHEATING

06 11 002X4' WOOD STUDS FRAMING

05 12 00STEEL BEAM REF. TO S200-S203PT-107 62 00PREFINISHED METAL FLASHING

07 21 0013mm EPS

05 50 00REMOVABLE PREFINISHED METAL COVERING-PT-105 50 00STEEL 76x76 "L" PROFILE-PT-1

07 26 00AIR/VAPOUR BARRIER07 62 00PREFINISHED METAL FLASHINGPT-1

07 92 00CAULKING

07 92 00CAULKING06 11 00PLYWOOD SHEATING06 11 002X4' WOOD STUDS09 21 16GYPSUM WALL BOARD

F2

07 92 00CAULKING

F2

G

05 50

003m

m SO

LID A

LU LO

UVRE

S @

150m

m O.

C.-P

OWDE

R CO

ATED

IN P

T-1

05 50

003m

m SO

LID A

LU LO

UVRE

S @

150m

m O.

C.-P

OWDE

R CO

ATED

IN P

T-1

05 50

00AL

U KN

IFE

PLAT

E- P

OWDE

R CO

ATED

IN P

T-1

W1

4 BOL

T CO

NNEC

TION

C/W

MET

AL S

EPAR

ATOR

B -

150

70° TYP.

750

EQEQ

EQEQ

EQ

INTERMEDIATE SUPPORT-AS REQUIRED

05 50 003mm SOLID ALU LOUVRES @ 150mm O.C.-POWDER COATED IN PT-1

05 50 003mm SOLID ALU LOUVRES @ 150mm O.C.-POWDER COATED IN PT-1

05 50 00ALU KNIFE PLATE- POWDER COATED IN PT-1

06 11 00WOOD STUDSREF. TO STRUCT.

W1

253

166

4 BOLT CONNECTION C/W METALSEPARATOR

AS PER VERTICAL FRAMING @ OPENINGSVARIES

A -

TEFLON LAYERFOR THERM. BRAKE

1113

1113

13

07 92 00CAULKING

MAIN FL.+/- 0.00

06 11 0038X140mm WOOD STUDS

T/O WEST ROOF DECK10612

T/O EAST ROOF DECK11612

ALIG

N

ALIG

N

F2

W1

REF.

TO S

203

CRAN

KED

BEAM

REF.

TO

S203

07 52 00BASE STRIPPING UP 300mmABOVE ROOFING FINISH

+11000 ROOF ACCESS FLOOR FINISH

+10792 U/S DECK

R1

06 11 0038x185mm WOOD STUDS @ 406mm O.C.

06 10 0013mm PLYWOOD SHEATHING

05 50 00L76X76X6.3 STEEL PROFILE-PT-1

07 92 00CAULKING

07 92 00CAULKING

MIN

200


100mm SEMI-RIGID INSULATION07 21 00

SIM.- USE 38 x185 STUDS

+11482 U/S DECK

CL

REF.

TO

S508

310

REF. TO A104VARIES 13

R1 F2

CW20

65

06 18 19GLULAM BEAM REF. TO S203- CF-1

05 12 00STEEL C CHANNEL REF. TO S203PT-1

FE+11039

B/O FRAME+11050

1811

T/O FLOOR FINISH = R.O.+11000

N.I.C.WOODEN PAVERS ON SLEEPERS

1

LAP ROOF AIR/VAPOUR BARRIEROVER WALL AIR/VAPOURBARRIER MIN. 150mm

PREFINISHED METAL PARAPETCAP, OVER 2 PLY MBM ON BUILTUP PLYWOOD PARAPET CAP

W4

1118

1255

21

+4977

+532

LAP WALL AIR/VAPOUR BARRIEROVER GRADE BEAM AIR/VAPOURBARRIER MIN. 150mm

1118

MIN

100

100

21

63

07 62 00PREFINISHED METAL FLASHING@ ALL HORIZONTAL FINISH CHANGES

07 62 00PREFINISHED METAL FLASHING@ ALL HORIZONTAL FINISH CHANGES

T/O SECOND FL. UPPER = B/O 21mm REVEAL+6000

T/O MAIN FL. UPPER+500

T/O WEST ROOFING+11000

T/O WEST ROOF DECK+10612

W5

09 65 13RUBBER BASE

09 65 13RUBBER BASE

R1

07 92 00CAULKING

07 92 00CAULKING F2

F1

W1

W2

+11182 T/O PARAPET

+11106 T/O PV PANEL

2 %

2 %

T/O SOUTH PENTH. ROOF DECK14730

3757 TO GRID H

ALIG

N

W1

R1

175

REF.

TO

S203

253


SIM.- USE 38 x185 STUDS07 92 00

CAULKING

+15466 T/O PARAPET

W1 SIM.


DRAWING SCALE

PROJECT #

REVISION

NOTES

PERMITS AND SEALS

PROJECT NAME

CLIENT

SUBCONSULTANT

ARCHITECT

DRAWN BY

DESIGNED BY

CHECKED BY

DRAWING TITLE


AS NOTED


0

AV/CY/RM/VS

VS

SK

21-3180

ENVELOPE DETAILS

A501


AND COMMERCE

1 : 10A402TYP. DETAIL @ SUNSHADE5

1 : 5A301TYP. HEAD DETAIL - PRESSED STEEL DOOR1

1 : 5A403TYP. JAMB DETAIL - PRESSED STEEL2

1 : 5A301TYP. THRESHOLD DETAIL - PRESSED STEEL DOOR3

1 : 5A401SOFFIT DETAIL @ SOUTH ENTRY8

1 : 10A302ROOF ACCESS @ EAST ROOF DECK6

1 : 10A104ROOF ACCESS @ CW 204 1

4.6 1 : 5A301DETAILS OF BUILDING SECTION A11

1 : 10A302ROOF ACCESS @ PARAPET7

A - VERT. SEC. DET. B - HORIZ. SECT. DET.

NO. Y/M/D DESCRIPTION- 2014/06/25 ISSUED FOR CONSTRUCTION

9A501

10A501 NOT IN USE

4221

4221

13

WINDOWSSG GASKET

REVEAL

07 42 33LEXAN ALUMINUM PROFILE

07 42 33LEXAN PURLIN (BEHIND)

07 42 33LEXAN PANEL

F.E.= F.S.+7046 R.O.

+7033

15 21 13

1521

13

07 62 00PREFINISHED METAL FLASHING -PT=1

SSG GASKET REVEAL

07 42 53PV PANEL

F.E.= F.S.

R.O.

WINDOW

302.5

196

302.5 196

77.0°

W4

21

253

100

253

B/O FRAME+8850

+8837R.O.

W4253

790

1811

42

150

640

610 O.C. SUSPENDED SYSTEM

B/O TRUSS+7662

T/O 3RD FLOOR+8000

B/O SOFFIT+7009

07 92 00CAULKING


268.75

231.25

265.25

228.5

T/O FRAME =B/O F.E.+9036

R.O HEAD+9049

W4

2142

32

13

F.S. = F.E.R.O.

W4

231.25268.75

256

242.5

231.25 268.75

W4

R.O.

F RAME

W4

+7033B/O R.O.

W4

GL +7015

+7002

R.O.

4211

18

4211

11 1316mm T&G CEDAR SIDING07 42 23

40mm POLYCARBONATE PANELS07 42 33

CW1

PREFINISHED METAL FLASHING07 62 00

T/O FRAME +3054

+3083 B/O POLYCARBONATE FRAME

+3067 R.O.+3084 B/O LEXAN

B

15 16W4

W425

3253

62

B

R1

~ 100T/O EAST ROOF PARAPET+12182

B/O FLASHING+12137

T/O LEXAN FRAME+12106

B

1811

42

253

T/O FRAME=B/O FE11482

B/O RO+11495

U/S LEXAN FRAME+11511

186

07 92 00CAULKING

W4

ALIG

N

B

1342

186

07 92 00CAULKING

09 21 16CORNER PROFILE

ALIG

N

145S1

W4

F2

09 65 13RUBBER BASE

GL

B

7

8

W4

W4

253

155

254 103°

B252

214213

07 92 00CAULKING09 21 16CORNER PROFILE

B

253 T

O GR

ID

07 92 00CAULKING

B

+7046

+7033

F.E.

R.O.

W4

07 92 00CAULKING

253

13

1W4

W4

253

253

1253

W4

+9049

+9036

R.O.

F.S.07 42 33PURLIN


13

1

253

13

07 92 00CAULKING

1253

07 92 00CAULKING

+7046U/S FRAME

13

T/O MAIN FLOOR0

16mm T&G CEDAR SIDING07 42 23 CW1

PROTECTION BOARD

07 62 00PREFINISHED METAL FLASHING

11 13

1118

39 S

LATS

@ 12

7 TO

4995

B/O FRAME = B/O SIDING+24

R.O.+/-0.00

T/O MAIN FLOOR0

A

50

MECH LOOPS BELOW REBAR, TYP.SLAB REINF. PER PLAN, TYP.

41

GRADE BEAM PER PLAN

12 48 23ENTRANCE FLOOR GRIDS

CW9


DRAWING SCALE

PROJECT #

REVISION

NOTES

PERMITS AND SEALS

PROJECT NAME

CLIENT

SUBCONSULTANT

ARCHITECT

DRAWN BY

DESIGNED BY

CHECKED BY

DRAWING TITLE


AS NOTED


0

AV/CY/RM/VS

VS

SK

21-3180

ENVELOPE DETAILS

A502


AND COMMERCE

1 : 5A405SSG @ LEXAN LOCATION - ELEVATION10

1 : 5A406SSG @ PV LOCATION - ELEVATION9

1 : 5A401CURTAIN WALL @ LEXAN & CEDAR11

1 : 5A404LEXAN CORNER @ 77 DEGREES7

1 : 5A302TYP. PARAPET DETAIL1

1 : 5A104CURTAIN WALL HEAD @ OCE2

1 : 5A103CURTAIN WALL SILL @ OCE3

1 : 5A301SOFFIT DETAIL @ OCE12

1 : 5A404LEXAN CORNER @ 103 DEGREES6

1 : 5A302SSG FRAMED WINDOW - HEAD14

1 : 5A405SSG FRAMED WINDOW @ POLYCARBONATE - JAMB18 1 : 5A302

SSG FRAMED WINDOW - SILL16

1 : 5A405LEXAN CORNER DETAIL @ 90 DEGREES8

1 : 5A406CW FRAME PHANTOM WINDOW - HEAD13

1 : 5A406CW FRAME PHANTOM WINDOW - JAMB17

1 : 5A406CW FRAME PHANTOM WINDOW - SILL15

14.5

24.5

43.2SIM.

33.4

23.4

REL.

REL.

34.3

44.1

34.1

53.1

44.3SIM. 1 : 5A401

CW SECTION @ FOUNDATION WALL4

1 : 10A101SLAB DEPRESSION5 2017 TO GRID 2

SIM.


W4

FRONT VIEW SECT. VIEW

1113

7

253

T/O FE

1%T/O ROB/O FRAME

07 62 00PREFINISHED METALFLASHING

08 44 12WINDOW

W1

1311

354 21PV-4

2113

253

2113

253

2165

B/O R.O.

B/O FRAME & F.E+6000

+5935

W2

L2

3

K

G

2

1079

35521 1652

21 1652

21 1652

21 1652

165221

21 1652

21355

227

1652

2116

52

200

354

550

G

2

GLULAMCOLUMN215X266

W208 80 0013 mm TEMPERED LAMINATED GLASS

08 80 50PANORAMA END POST SURFACE MOUNTED

PV -7

05 50 0076x76 mm OPEN C-CHANELDOWNSPOUT BELOWRWL BELOW

253

13 21

07 62 00PRE-FINISHED METAL FLASHING-PT-107 92 00PROVIDE SEALANT BETWEENFRAME AND WALL (TYP)

158 253

50

W2

1310

TYP

.

GL

K


07 42 53UNISTRUT

08 80 50PANORAMA TOPLESS GUARD - FLOOR MOUNTED

-PT-1

08 80 5010 mm LAMINATED TEMPERED GLASS



-SLOPED TO DRAIN

07 21 0013 mm ROOF BASE BOARD

07 21 00ROOF CAP SHEET

N.I.C.SLEEPERS

N.I.C.WOOD PAVERS

06 10 0013mm PLYWOOD SHEATHING06 10 0038x286mm WOOD STUDS @ 406mm O.C.

07 42 53PV PANEL

S1 W4

DRY SPRINKLER PIPE

2543

0


07 40 00100 mm SEMI-RIGID INSULATION


07 26 00AIR VAPOUR BARRIER - PEEL & STICKMEMBRANE

07 26 00PU SPRAY-ON FOAM INSULATION

WET SPRINKLER PIPE

EQ EQ

30

11

50

150

T/O SECOND FLOOR (UPPER)+6000

U/S SOFFIT = T/O LEXAN FRAME+5006

T/O SECOND FLOOR (UPPER) = B/O R.O.+6000

B/O FRAME+6050

U/S CEILING+5411

T/O BALCONY FRAMING = U/S DECK+5792

CW-11

07 62 00PREFINISHED METAL PLASHING

-PT-1


-PT-1

C2



ALIGN

06 10 00WOOD NAILER

GR-2

T/O GUARD+1070 A.F.F.

06 18 19150X215 GLULAM BLOCKING-CF-1

ALIG

N10

0

35

CL

EXTEND MEMBRANEOVER GLULAM BEAM

T/O DURARAIL POST

T/O HANDRAIL+900 A.F.F.

C2

MIN.

150

@ METAL GIRTS


-PT-1

08 91 00METAL GRILLE

-PT-1

2A506

B/O PLATE+25 A.F.F.

G

07 92 00CAULKING

253

G

08 44 12WINDOW07 62 00PREFINISHED METAL FLASHING-PT-1

253

W1

F.S.R.O.

F.E.

07 92 00CAULKING

G

5 6

W2

GLULAMCOLUMN215X266

10

CW19

253

R.O. F.S.

13

188

ALIGN

07 92 00CAULKING

G

07 92 00CAULKING

07 62 00PRE-FINISHED METAL FLASHING-PT-1

180

F.S=F.E+7015B/O R.O.+7002

1

07 62 00PRE-FINISHED METAL FLASHING-PT-1

180

T/O R.O.+10094T/O F.S. = F.E.+10081


1

F2


07 92 00CAULKING07 62 00

PRE-FINISHEDMETAL FLASHING-PT-1

252

07 92 00CAULKING

STEEL PROFILEFOR WINDOW SUPPORT

180 TO WP

7A503

RWL

PV-2

PV-2

PV-6

PV-1 +/-0.00 R.D

+38 ABOVE R.D

+38 ABOVE R.D.

CW-10

CW-11

GR-3

GR-2

GR-1

W2W2

3474

12A503

12A503

4

G

5 6

W2

GLULAMCOLUMN215X266

253

1310

07 92 00CAULKING

253

13

F.S.R.O.

W2

PV-5


DRAWING SCALE

PROJECT #

REVISION

NOTES

PERMITS AND SEALS

PROJECT NAME

CLIENT

SUBCONSULTANT

ARCHITECT

DRAWN BY

DESIGNED BY

CHECKED BY

DRAWING TITLE


AS NOTED


0

AV/CY/RM/VS

VS

SK

21-3180

ENVELOPE DETAILS

A503


AND COMMERCE

1 : 10A401CORNER DETAIL @ PV TO CW7

1 : 5A401BALCONY DETAIL12

1 : 5A401PUNCHED WINDOWS - SILL10

1 : 5A101PUNCHED WINDOWS - HEAD & JAMB9

1 : 10A401INACTIVE PV PANEL @ WEST ROOF PARAPET6

1 : 5A301SSG FRAMED WINDOW SILL2

1 : 5A301SSG FRAME WINDOW @ PV - HEAD & JAMB1

1 : 5A406SSG FRAMED WINDOW SILL @ SLAB3

1 : 50A102BALCONY PLAN PV LAYOUT & DRAINAGE14

63.1

14.2

24.2

14.3

13.4

13.1

14.1

44.4

SIM.9

A302

1 : 10A401INACTIVE PV PANEL @ 107 DEG CORNER51

3.6

F.S.

F.E.R.O.

13.7SIM.

4503 NOT IN USE

8503 NOT IN USE 13

A503 NOT IN USE


11A503

G

W2

253

2118

RECESSED LIGHT FIXTUREREF. TO A201-A203

S1

U/S SOFFIT = T/O FRAME+9054

T/O R.O.+9066


U/S PLYWOOD+9410

06 10 0013mm PLYWOOD SHEATHING06 10 0013mm PLYWOOD SHEATHING

CW1007 92 00CAULKING09 21 16CORNER PROFILE

MIN

100

13MI

N 75

13

K

13 30

718

1150

U/S CEDAR+3083

B/O REVEAL+3072

W1

W3


-PT-1

253 TO GRID


18RE

VEAL

= 11

11

PV REVEAL = 21

16mm T&G CEDAR SIDING07 42 23

8mm GLASS-FIBRE-REINFORCED CEMENTITIOUS PANELS07 44 53

40mm PHOTOVOLTAIC MODULE07 42 53

40mm PHOTOVOLTAIC MODULE07 42 53

PREFINISHED METAL FLASHING07 62 00

+4995 B/O REVEAL

+4977 T/O CEDAR=T/O CLADDING




5

600600522133

600600296


06 18 19130 mm WESTDECK- CF-1

R1

05 50 008 mm BENT PLATE REF. TO S508PT-1


05 50 00STEEL BEAM REF. TO S201-S203PT-1

R1


06 11 0038x286mm WOOD STUDS

07 21 00BATT INSULATION

07 52 00ROOFING CAP SHEET07 52 00BASE BOARD

NICBISON WOOD PAVERS


07 21 00BATT INSULATION


T/O EAST ROOFING+12060

333

334

333

333

333

333




DRAWING SCALE

PROJECT #

REVISION

NOTES

PERMITS AND SEALS

PROJECT NAME

CLIENT

SUBCONSULTANT

ARCHITECT

DRAWN BY

DESIGNED BY

CHECKED BY

DRAWING TITLE


AS NOTED


0

AV/CY/RM/VS

VS

SK

21-3180

ENVELOPE DETAILS

A504


AND COMMERCE

1 : 2A405LEXAN TO CEDAR @ SOFFIT16

1 : 5A406LEXAN, CEDAR & PV15

1 : 2A401CURTAIN WALL TO PV @ NICHE19

1 : 2A101CEDAR SIDING @ FOUNDATION14

1 : 5A401SOFFIT DETAIL @ PV PANEL2

1 : 5A401SOFIT @ BALCONY3

1 : 2A302CURTAIN WALL BELOW CEDAR SOFFIT17

1 : 2A401TYPICAL CEDAR CORNER10

1 : 5A403LOUVER DETAIL - SILL6

1 : 2A403DETAIL @ HARDIE & CEDAR11

1 : 2A4049/ 504 CEMENTITIOUS BOARD @ FOUNDATION9

1 : 2A405CURTAIN WALL ABOVE CEDAR SOFFIT12

1 : 5A504LOUVER DETAIL - JAMB5

1 : 5A403LOUVER DETAIL - HEAD4

1 : 2A406PV, HARDIE & CEDAR - SECTION & ELEVATION13

1 : 2A407SOUTH @ NICHE & SOFFIT18

1 : 2A407DETAIL @ GRID 5 & G20

14.7

34.4

1 : 10ROOF BLEACHER SECTION1

S1


U/S SOFFIT+9054

B/O PV PANEL+9083

8A504 NOT IN USE

U/S PLYWOOD+9410


7A504

T/O ROOF DECK+11612

07 52 00BASE STRIPPING UP 300mmABOVE ROOFING FINISH

07 52 0013mm ROOF BASE BOARD

06 11 0013mm PLYWOOD SHEATING

T/O ROOF FRAME+14650

T/O PARAPET+15050

R1

W3

PV PANELS & SUPPORTSREF. TO PV DWG

F3

T/O EAST ROOFING+12000

07 52 00ROOFING MEMBRANE

05 12 00STEEL ANCHORS

D


R1

05 50 00GALV. STEEL CURB

07 52 00ROOF CAP SHEET

MECHANICAL DUCT

07 52 00BASE STRIPPING UP 300mm ABOVE ROOFING



PER

MANU

F. R

ECOM

M.

07 26 00EXPANDING INSULATING FOAM

DECK CLAMP


RWL

SELF-LOCKING POLYETHYLENE DOMEFLASHING CLAMP

ENSURE EXPANDING FOAMINSULATION SEAL TO MBMAIR BARRIER MEMBRANE

600

E

R2



07 21 00100mm SEMI-RIGID INSULATION07 62 00PREFINISHED METAL FLASHING

MIN

200


HSS STEEL ANCHORS

T/O EAST PENTH. ROOF DECK

09 65 13RUBBER BASE

07 92 00CAULKING

G

R1

150

1070

100

100

W2

GR-XX

07 26 00NEOPRENE GASKET05 50 00STEEL PLATEPT-1

08 80 50DURARAIL PANORAMA POST

05 50 00HSS 100X100-GALVANIZED

N.I.C.WOOD PAVERS

05 50 00STEEL PLATEPT-1

STEEL PLATE OVERLAPSWESTDECK PANELS

T/O ROOF DECKRE. TO S301-302

T/O ROOFINGREF. TO A104

08 80 508mm TEMPERED GLASS

900

CL85

T/O POST

T/O GUARDRAIL+1070 A.F.F.


B/O PLATE+140 A.F.F.


T/O F.F.L.+11044

T/O PARAPET+11182

G

5 6

1155 42

W1

06 11 0038 x 140mm WOOD STUDS

HSS - SEE STRUCT

07 62 00PARAPET FLASHING BELOW

253

254

08 80 50DURARAIL PANORAMA END POST08 80 50TEMPERED LAMINATED GLASST

GR-4

W4

1

G

W2

PV-3

GLULAMCOLUMN215X266

253 13 10

253

1310

W2

204 21

2135

925

3

253

50

R1

PV INVERTER07 26 00DOUBLE CAP SHEET OVER STUD WALL140 X 38 STUD WALL

T/O ROOF DECK

T/O ROOFING

T/O STUD WALL

06 10 0013mm PLYWOOD SHEATHINGBOTH SIDES07 40 00SEMI-RIGID INSULATION


DRAWING SCALE

PROJECT #

REVISION

NOTES

PERMITS AND SEALS

PROJECT NAME

CLIENT

SUBCONSULTANT

ARCHITECT

DRAWN BY

DESIGNED BY

CHECKED BY

DRAWING TITLE


AS NOTED


0

AV

VS

SK

21-3180

ENVELOPE DETAILS

A505


AND COMMERCE

1 : 5A104MECHANICAL SHAFT CURB DETAIL1

1 : 5A104TYPICAL ROOF DRAIN DETAIL2

1 : 5A104EAST PENTHOUSE @ ROOF & PARAPET3

1 : 5A401TYP. PARAPET DETAIL @ GUARDRAIL4

1 : 5A104LEXAN TO CEDAR SIDING @ CORNER5

1 : 5-INACTIVE PV PANEL @ CORNER6

R1

1 : 5A104TYP. PV INVERTER CURB DETAIL7


A401

GG

100mm SEMI-RIGID INSULATION07 21 0050mm RIGID INSULATION XPS-107 21 00

13mm PLYWOOD SHEATHING06 11 00


WET SPRINKLER PIPE

AS R

EQ'D

MIN. 50

MIN.

50

MIN. 50

08 91 00METAL GRILL-PT1

T/O 2ND FLOOR (LOWER)4000

S1

F2

13

C3

05 50 00STEEL BEAM REF. TO S201-S203


CW5 IG-7

1811

09 21 16GYPSUM WALL BOARD






WET SPRINKLER PIPE

DRY SPRINKLER PIPE07 26 00PU SPRAY-ON FOAM INSULATION


U/S SOFFIT = T/O CW5+3054

U/S CEILING = T/O IG-7+3054

B/O FRAME+3083

07 26 00REMOVABLE PREFINISHED METAL COVERING 05 50 00

L76X76X6.3 STEEL PROFILE-PT-1

208

REF.

TO

A401

-A40

7VA

RIES

13

07 92 00PROVIDE SEALANT BETWEENFRAME AND WALL (TYP)

09 21 16TAPEABLE METAL TRIM

ALIG

N

05 50 00STEEL BEAM REF. TO S201-S203

SPRINKLER MAIN

BEAMREF. TO S201-S204

GR-XX


U/S PLYWOOD+3410

P1


07 92 00CAULKING

07 92 00CAULKING

MIN.

100

MIN.

75


RECESSED LIGHT FIXTURE-REF. TO A201-A203

MIN.100 MIN. 100



05 50 00STEEL KNIFE PLATE-PT-1-FIELD WELDED TO W STEEL BEAM

05 50 00HSS 100X100-GALVANIZED05 50 00STEEL PLATE-GALVANIZED

STACK JACK FLASHINGURETHANE INSULATEDS.S. SLEEVE

06 10 00SEAL 2-PLY ROOF MEMBRANE SYSTEMTO FLANGE



T/O ROOF DECK

T/O ROOFING

100

05 50 00STEEL PLATEPT-107 26 00NEOPRENE GASKET

08 80 50DURARAIL PANORAMA POST

150

08 80 5013 mm TEMPERED LAMINATED GLASS

DURARAIL BOTTOM CHANEL

DURARAIL END POST

DURARAIL TOP RAIL-SQUARE PROFILE

N.I.C.WOOD PAVERS


150

CL CL

R1R1


DRAWING SCALE

PROJECT #

REVISION

NOTES

PERMITS AND SEALS

PROJECT NAME

CLIENT

SUBCONSULTANT

ARCHITECT

DRAWN BY

DESIGNED BY

CHECKED BY

DRAWING TITLE


AS NOTED


0

AV

VS

SK

21-3180

ENVELOPE DETAILS

A506


AND COMMERCE

1 : 5A101SPRINKLER PENTERATION PLAN @ BALCONY2

1 : 5A302SOFFIT W/ SPRINKLER PENETRATION1

1 : 5A104TYP. ROOF PENETRATION @ GUARDRAIL3


A503

C

DD

EE

FF

G

5

5

6

6

7

7

8

8

9

H

J

A

ATRIUMCS-02

RAMPCS-04

STAIRSST-02

VESTIBULECS-01

ATRIUMCS-02

P8

P8

P10

P8

CW5

CW9

P6

P6

4496

UP

UP

4A604

IG-11

IG-5

1:12

1:12

1A610

360

P8

IG-4

IG-3

W3

W4

1886

2514

IG-2

CW4

W1

CS-0

1-1

CS-0

3-1

WE-03-1

4

1

2

3

7

7

9

10

11

RT-01-5

8

6

STAIRSST-01

VESTIBULECS-03

CORRIDORSE-01

BICYCLE ROOMSE-02

CRU-1RT-01

LANDINGCS-05

NICHEOF-02

LANDINGOF-01

CRU - 2OF-03

5

5UP

IG-10

IG-09

IG-7

IG-6

CS-0

1-2

CS-03-2

2395 36056000

233

118714

2023

5

P6

1:12 UPMAIN FLOOR+/-0.00

MAIN FLOOR (LOWER)-500

MAIN FLOOR (UPPER)+500

LANDING+179

2A601

GR-9

GR-8

P6

P1

FD

Mw-03

LANDING+/-0.00

CONCRETE FLOOR JOINT-PROVIDE EXPANSION SEALANT

-REF. TO 07 92 00

1158

10001

4864120

1500

3831 CS

-03-

3

RT-01-4

1A604

2A604

UP

1791

200

1791

4496

OF-01-1

3

IG-08

SE-01-1

1

P5 ABOVE

P5 ABOVE

PROVIDE CONTINUATION OF FRR--REF. TO A004 FOR LOCATION

P5 ABOVE

FD

1667

2163

EQEQ

120

1500

2156

1675

DD

EE

FF

5 6 78

4A604

5700 =19@280x20@175

600 564

UP

1791

200

1791

1096=2TR@[email protected]

600600

2200

1

2

1

GR-9

GR-8

+500

+4000

UP

3448

1164

2845

2480

1164

GR-11

GR-12

GR-13

CS-07-1

IG-13

4864

10001

2500

1000

ADJUST IG-X MULLION SIZETO AVOID COLLISION w/HANDRAIL


DRAWING SCALE

PROJECT #

REVISION

NOTES

PERMITS AND SEALS

PROJECT NAME

CLIENT

SUBCONSULTANT

ARCHITECT

DRAWN BY

DESIGNED BY

CHECKED BY

DRAWING TITLE


AS NOTED


0

AV

VS

SK

21-3180

MAIN FLOORCOLLISION SPACEENLARGED PLAN

A601


AND COMMERCE

1 : 50A101MAIN FLOOR COLLISION SPACE1

1 SURFACE TACTILE INDICATORS 10 40 132 TACTILE INDICATOR NOSING 09 65 133 40 mm DIA. WOOD HANDRAIL WALL MOUNTED 06 40 004 VEGETATED WALL SYSTEM 09 77 535 GRAPHIC WALL COVERING - INCL. @ BULKHEADS 09 72 166 VEGETATED WALL SYSTEM DRAIN PIT 09 77 53 FOR LOC. REF. TO A0217 ENTRANCE FLOOR GRID 12 48 238 ANNUNCIATOR PANEL REF. TO E 2009 MONITOR INTEGRATED IN Mw-03 - PROVIDE ROUGH-INS NIC10 IN-SLAB HEATING MANIFOLD REF. TO M20111 OVERHEAD DOOR c/w TRACKS REF. TO DOOR SCHEDULE/A703

KEYNOTESGENERAL NOTES1. FOR ELEVATOR

REF. TO A608

2. FOR INTERIOR GUARDRAIL ELEVATIONSREF. TO A606

3. FOR BLEACHER & STAIRS DETAILSREF. TO A604

4. FOR GUARDRAIL DETAILSREF. TO A607

5. PROVIDE EXPANSION SEALANT @ ALL CONCRETE JOINTSREF. TO 07 92 00

6. SITE MEASURE & CONFRIM ALL DIMENSIONS

1 : 50A601FEATURE STAIR COLLISION SPACE ENLARGED - SECOND FLOOR2



S co T

C

B

D

E

F

G

5 6 7 8 9

H

J

A

P4

P4

P4

P4

P7

IG-17

P10

P8

IG-16

P8

BLEACHERSCS-13

STAIRSST-04

SEATINGCS-11

SECURITYBH-01

LANDINGCS-06

CORRIDORCS-07

LANDINGCS-09

BLEACHERSCS-10

STAIRSST-03

CORRIDORCS-07

OPEN TO BELOW

IG-18

RWL

IG-14

W1

W1CW13

2A610

P8

P8

GR-8

GR-10

GR-26

GR-27

CORRIDORCS-07

LANDINGCS-12

LANDINGCS-08

3300 11 TR @ 300 x 12 R@ 166.6

600

3300 = 11 TR @ 300 x 12 R @ 166.6

600

2253

6510

35

4053

1158

160

CW12

1

2

2

2

3

CORRIDORCS-07

825

2775

UP

DN

UP

160

1158

3196

OPEN TO BELOW

UP

1

1

GR-25

GR-24

GR-23

GR-22

GR-21

GR-17

GR-16

GR-15

IG-21

HOT DESKSCS-18

CORRIDORCS-15

LANDINGCS-19

LANDINGCS-17 BLEACHERS

CS-21

STAIRSST-05

HOT DESKCS-16

CORRIDORCS-15

LANDINGCS-14

LANDINGCS-20

OPEN OFFICESSH-07

HALLWAYSH-09

DINING AREASH-01

MEETING ROOMBH-22

MEETING ROOMBH-14

MEETING ROOMBH-13

70

3600

1194

2145 3701

GR-9

GR-11

GR-12

GR-13GR-14

GR-18

1100

IG-22

IG-23

IG-20

SH-07-1

W1

1539

65

IG-15

IG-13

CS-07-1

BH-23-1

IG-16

BH-23-2

BH-1

3-1

P4

P4

SECOND FLOOR (LOWER)+4000



SECOND FLOOR (UPPER)+6000



Mw-10

Mw-11

Mw-12

8000

2500

1000

8500

1000

1158

10001 5000

4864

P4

P4

IG-23

BEEHIVEBH-23

SH-01-1

5371

4514

3701

3600

3353

2503


DRAWING SCALE

PROJECT #

REVISION

NOTES

PERMITS AND SEALS

PROJECT NAME

CLIENT

SUBCONSULTANT

ARCHITECT

DRAWN BY

DESIGNED BY

CHECKED BY

DRAWING TITLE


AS NOTED


0

AV

VS

SK

21-3180

SECOND FLOORCOLLISION SPACEENLARGED PLAN

A602


AND COMMERCE

1 : 50A102SECOND FLOOR COLLISION SPACE1

1 SURFACE TACTILE INDICATORS 10 40 132 TACTILE INDICATOR NOSING 09 65 133 VEGETATED WALL SYSTEM 09 77 53


REF. TO A608



4. FOR GUARDRAIL DETAILSREG. TO A607




FE

Sco

S co

T

T

FE

FE

T

T

T S

S co

T

C

B

D

E

F

G

5

5

6

6

7

7

8

8

H

J

A

LANDINGCS-17

BLEACHERSOC-27

STAIRSST-06

OCEOC-26

LANDINGCS-22

LANDINGCS-23

DN

UP

DN

OPEN TO BELOW

OPEN TO BELOW

3300 =11T@[email protected]

1573

1100

BLEACHERSCS-21

STAIRSST-05

5A604

2430

1100

900

IG-30

W1

CW16 CW14

4A610

IG-30

GR-20

GR-21

GR-19

600

2651

649

P4

P4

UP

325

P4

P11

300 349

2651

2283

146

RWL

1

2

3

2

2A603

3438

2500

938

GR-28GR-29

GR-18

IG-25

IG-26

IG-27


THIRD FLOOR+8000

THIRD FLOOR+8000

OC-26-1

P10

P8

P8

P8

10001

8000

2500

1000

8500

1000

1158

4864

CW17

95

MEETING ROOMOC-19

MEETING ROOMOC-20

OCEOC-26

OCEOC-26

3701

3600

3534

GG

7

7

8

8

H

H

J

J

112

9885100 17TR@[email protected]

600

4140

1260

1100UP

1458

172

OPEN TO BELOW

2

1

W1

CW16 CW14

GR-28GR-29

GR-30

T/O THIRD FLOOR+8000


PLATFORM LIFT ARRIVAL POINT

PLATFORM LIFTDEPARTURE POINT

C2

ROOF PENTHOUSEOC-29

ROOF ACCESSOC-28

BLEACHERSOC-27

STAIRSST-06

OCEOC-26

4

5400

5551

3612

2319

+10700 A.M.F.F.

MEETING RM.

5

OC-19 ROOF


DRAWING SCALE

PROJECT #

REVISION

NOTES

PERMITS AND SEALS

PROJECT NAME

CLIENT

SUBCONSULTANT

ARCHITECT

DRAWN BY

DESIGNED BY

CHECKED BY

DRAWING TITLE


AS NOTED


0

AV

VS

SK

21-3180

THIRD FLOORCOLLISION SPACEENLARGED PLAN

A603


AND COMMERCE

1 : 50A103THIRD FLOOR COLLISION SPACE1

1 SURFACE TACTILE INDICATORS 10 40 132 TACTILE INDICATOR NOSING 09 65 133 VEGETATED WALL SYSTEM 09 77 53


REF. TO A608



4. FOR GUARDRAIL DETAILSREG. TO A607


1 : 50A603ROOF ACCES BLEACHER STAIR2


4 UNENCLOSED STAIR PLATFORM LIFT c/w TRACK NIC

4


5 STEEL POSTS - PAINTED PT-1 05 50 00

REF.

TO

S201

-203

VARI

ES20

890

017

0

T/O FLOOR FINISHREF.TO A602-A603

06 20 0040 mm WOOD HANDRAILCLEAR COATING

05 50 00STEEL KNIFE PLATE-PT-1

05 50 00STEEL ROD-PT-1


06 18 19166.6 mm WESTDECKANTI SLIP CLEAR COATING06 18 19130 mm WESTDECKANTI SLIP CLEAR COATING

08 80 5013 mm TEMPERED GLASS


167

10 40 13TACTILE SURFACE INDICATORS

SLAB EDGE = T/O BEAM CRANKRE.F TO A021-A025



09 65 13TACTILE INDICATOR NOSING


6

07 92 00EXPANSION JOINT SEALANT

1005 11

00300 7 293

1100

8 86

4055

300 600

UP

05 50 00L102x76x6.4 STEEL PROFILEPT-1


06 20 0040 mm WOOD HANDRAILCLEAR COATING06 18 19166.6 mm WESTDECKANTI SLIP CLEAR COATING06 18 19130 mm WESTDECKANTI SLIP CLEAR COATING

6A604

6A604

05 50 00L76X76X6.3 STEEL PROFILE-PT-106 20 0040 mm WOOD HANDRAILCLEAR COATING

06 18 19166.6 mm WESTDECKANTI SLIP CLEAR COATING06 18 19130 mm WESTDECKANTI SLIP CLEAR COATING


05 50 00STEEL ROD-PT-105 50 00STEEL KNIFE PLATE-PT-1


40mm LIGHTWEIGHT CONCRETE TOPPING03 30 00

25mm RIGID INSULATION07 40 00

13mm PLYWOOD SHEATHING06 10 00

130 mm WOOD DECK06 18 19

T/O FLOOR FINISHREF. TO A602-A603

167

900

300300

SLAB EDGE = T/O BEAM CRANK

170

900

208

REF.

TO

S201

-S20

3VA

RIES





231

1313

06

07 92 00EXPANSION JOINT SEALANT

T/O MAIN FLOOR0

T/O MAIN FLOOR (UPPER)500

A

1:12

1:12LANDING+179

1500 25 95

1667 2163EQ EQ

900

900

80 100

40 mm WOOD HANDRAIL06 40 00

CONCRETE FLOOR JOINT-PROVIDE EXPANSION SEALANT

-REF. TO 07 92 00

2A604

3865

05 50 00T50X76X6.3 STEEL PROFILE-PT-1

900


80

05 50 00STEEL BRACKETMOUNT TO CWx VERT.MULLION-PT-1


BOLT TO CONCRETE FLOOR

05 50 00L50x50 STEEL PROFILE-PT-1


1200 1200

05 50 00STEEL BRACKET-PT-1

IG-10

03 35 00HARDENED SEALED CONCRETEREF. TO S50307 40 001:12 SLOPED RIGID INSULATION

100

05 50 00T50X76X6.3 STEEL PROFILE

900

900

100 100


05 50 00STEEL BRACKETMOUNT TO IGx VERT.MULLION-PT-1

3A604

T/O MAIN FLOOR0


600 300 300 300

900


05 50 00STEEL BRACKET-PT-1

03 35 00HARDENED SEALED CONCRETE

09 65 13TACTILE INDICATORS ON UPPER LANDINGS

SEALANT AS REQ'D


167

167

167


06 40 0040 mm WOOD HANDRAIL

05 50 0076x13mm STEEL PLATE- EMBEDDED IN CONCRETE

1023

-SITE WELD TO STEEL PLATES

03 35 00HARDENED SEALED CONCRETE

07 92 00CAULKING


07 40 0025 mm RIGID INSULATION06 10 0013mm PLYWOOD SHEATHING06 18 19130 mm WESTDECK- CF-1


BEAMREF. TO S201-S204

SLAB EDGE

100 100

05 50 00T50X76X6.3 STEEL PROFILE-PT-1-SITE MEASURE TO SUIT-SITE WEL TO "L" PROFILE & ANCHOR TO CONCRETE

HANDRAIL ABOVE




ALIG

N

06 40 0040mm WOOD HANDRAIL

FIELD WELD

900 T

O T/

O HA

NDRA

IL

900 T

O T/

O HA

NDRA

IL

SLAB EDGE

100 100

A - VERTICAL SECTION

B - HORIZONTAL SECTION

- WELDED TO EMBED PLATE05 50 0050X13 mm STEEL PLATE- EMBED IN CONCRETE


DRAWING SCALE

PROJECT #

REVISION

NOTES

PERMITS AND SEALS

PROJECT NAME

CLIENT

SUBCONSULTANT

ARCHITECT

DRAWN BY

DESIGNED BY

CHECKED BY

DRAWING TITLE


AS NOTED


0

AV

VS

SK

21-3180

BLEACHER STAIRDETAILS

A604


AND COMMERCE

6 TYP. BLEACHER STAIRS DETAIL @ LANDING A604 1 : 10

5 TYP. BLEACHER STAIRS PLAN @ LANDING A603 1 : 10

1 : 20A601RAMP SECTION1

1 : 20A601RAMP SECTION2

1 : 10A601MAIN FLOOR TO UPPER MAIN FLOOR STAIRS4

1 : 2TYPICAL SLAB EDGE DETAIL7

1 : 5A604TYP. RAMP GUARDRAIL DETAIL3


G

EQ EQ EQ3252

EQ EQ EQ EQ EQ EQ EQ EQ10342

12A503

T/O 2ND FLOOR (UPPER)6000

G

861

T/O GUARD+1070 A.F.F.T/O HANDRAIL+900 A.F.F.B/O PLATE+25 A.F.F.



457


EQEQEQEQEQEQEQ10000

EQEQ

1620 3380EQEQEQ

+12044T/O EAST F.F.L.B/O PLATE+156 A.F.F.


C BDEF

T/O WEST F.F.L+11044


EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 11846035 6035

3A506

150


4


EQEQEQEQ4690

4A505


T/O F.F.L+11044

B/O PLATE+156 A.F.F.

CB D E F G

150 1183

3A506

450 150 EQ EQ EQ EQ EQ EQ EQ EQEQ EQ EQ EQ EQ

5200 150 150 9017

EQ EQ EQ EQ

4400 150

T/O HSS+360 A.F.F.


797800

EQEQEQEQEQEQEQ

T/O EAST F.F.L.+12044


7 97800

EQEQEQEQEQEQEQ


DRAWING SCALE

PROJECT #

REVISION

NOTES

PERMITS AND SEALS

PROJECT NAME

CLIENT

SUBCONSULTANT

ARCHITECT

DRAWN BY

DESIGNED BY

CHECKED BY

DRAWING TITLE


AS NOTED


0

AV

VS

SK

21-3180

EXTERIOR GUARDRAIL ELEVATIONS

A605


AND COMMERCE

-EXTERIOR GUARD RAIL ELEVATIONS1

GR-1 GR-2 GR-3

GR-4 GR-05b

GR-6 GR-7

GR-7a GR-7b


GR-05a GR-05

CONFIRM WITH ROOFING TRADE

BOLT CONNECTION TO HSS (TYP.)

CUT GLASS TO SUIT HSS PROFILE BOLT CONNECTION TO HSS (TYP.)

2000

=12

R@16

6.6X1

1TR@

300

600 3600 1230EQ EQ

288



5430

8A607

EQEQEQ

7A607

6A607

300

T/O MAIN FLOOR0



3460 4000

EQ EQ1660 1800

300

900


54003594

3500

=20

R@17

5 x 19

TR

@ 30

0

EQEQEQEQEQ

300

900



2000

=12

R@16

6.6X1

1TR@

300

36002285

EQEQEQEQ

4A607 3

A607

900 3584EQ EQ

T/O 3RD FLOOR8000

832

1200

1A607

2A607

3774EQ EQ


1370

EQEQ

29503700

2000

= 12

R @

166.7

x 11

TR

@ 30

0

EQ EQ


3700 1580EQ EQ

2822EQEQ

2000

= 12

R @

166.7

x 11

TR

@ 30

0

1265

875

8

T/O SOUTH PENTH. ROOF DECK14730

126036001880

EQEQ

3000

= 18

R@16

6.7X1

7TR@

300

2557EQ EQ

T/O 3RD FLOOR8000


2242EQ EQ

5A607

T/O 3RD FLOOR8000

D E

2542

130 130 1368

EQ EQ

498


T/O 3RD FLOOR8000

F

130 1660


DRAWING SCALE

PROJECT #

REVISION

NOTES

PERMITS AND SEALS

PROJECT NAME

CLIENT

SUBCONSULTANT

ARCHITECT

DRAWN BY

DESIGNED BY

CHECKED BY

DRAWING TITLE


AS NOTED


0

AV

VS

SK

21-3180

INTERIOR GUARDRAIL ELEVATIONS

A606


AND COMMERCE

GR-26 GR-27

GR-24 GR-25

GR-08 GR-09

GR-21

GR-22 GR-23

GR-20

GR-16GR-15

GR-10

GR-18

GR-14

GR-17

GR-19

GR-29 GR-30GR-28

GENERAL NOTES :1 FOR EXTENT & LOCATIONS

REF. TO A601-A603

2 FOR STEEL BEAM HEIGHTREF. TO : S201-S203

3 FOR GUARD RAIL DETAILSREF. TO : A607

4 ALL FULL-STOREY HIGH POSTS TO BE FIXED TO U/S GLULAM DECKING

5 SITE-MEASURE & CONFIRM ALL DIMENSIONS

GR-11 GR-12

GR-13

INTERIOR GUARD RAIL ELEVATIONS1:50

1-

T/O GUARDRAIL+1070 A.F.F.T/O HANDRAIL+900 A.F.F.








T/O GLAZING = U/S BEAMREF. TO S201-S203

T/O GUARDRAIL = U/S BEAMREF. TO S201-S203

T/O GLAZING = U/S BEAM+2614 A.F.F.

T/O ROOF ACCESS DECK+11000 A.F.F.




T/O GLAZING = U/S DECK+11000 A.F.F.

250

REF.

TO

S201

-203

VARI

ES21

7

ALIGN


EQ EQ


05 50 002 X L76x76x6.3 STEEL-PT-1


RUBBER GASKET05 50 00STEEL PIN FOR GLASS SUPPORTPT-1


05 50 00STEEL CLAMP-PT-1

05 50 00STEEL CLAMP-PT-105 50 00STEEL KNIFE PLATE-PT-1

MIN REQ'D

-BOLTED TO KNIFE PLATES w/ RECESSED SCREWS

6A607

7A607


COMPRESSION BLOCKDARK GRAY PLASTIC


06 20 0040 mm WOOD HANDRAILCLEAR COATING05 50 00STEEL KNIFE PLATE-PT-1

7655

40

SLAB EDGE/STEEL BEAMREF. TO A022-A023

EQ EQ

13

RUBBER GASKET

3

REF. LINE

250

208

REF.

TO

S20

0-S2

03VA

RIES

1070

VARIES 3

20 57

250

05 50 00STEEL ROD-PT-105 50 00STEEL KNIFE PLATEPT-1

RUBBER GASKET


05 50 00STEEL CLAMP-PT-108 80 5013 mm TEMPERED GLASS

05 50 00STEEL KNIFE PLATEPT-1

05 50 002 X L76x76x6.3 STEEL-PT-1

66


RUBBER GASKET

SLAB EDGEREF. TO A022-A023

ALIG

N

13

3

U/S STEEL FRAMING = U/S POSTREF. TO S201-203 FOR HEIGHT

T/O STEEL FRAMINGREF. TO A021-A025

T/O FLOOR FINISH=B/O GLAZINGREF. TO A601-A605

T/O/ GUARD+1070 A.F.F.


F2

100


6 mm CLEAR POLYCARBONATE PANEL-BOLTED TO STEEL PROFILE w/RECESSED SCREWS

05 50 00L 50x25 STEEL PROFILE-PAINTED - PT-1-SCREWED TO U/S BEAM

6 mm CLEAR POLYCARBONATE PANEL-BOLTED TO STEEL PROFILE w/RECESSED SCREWS

05 50 00L 50x25 STEEL PROFILE-PAINTED - PT-1-SCREWED TO U/S BEAM

FOR

LOCA

TION

S RE

F. T

O A

004

MIN.

500

100

250

300 300EQ EQ






TREAD EDGE = POST CENTERLINETREAD EDGE TREAD EDGE

ALIGN

333

1070

05 50 00STEEL PIN FOR GLASS SUPPORTPT-1

RUBBER GASKET


06 18 19130 mm WESTDECKANTI SLIP CLEAR COATING


05 50 00W STEEL BEAM REF. TO S201-S203PT-1

197

U/S GLAZING

T/O STEELREF. TO A 021-A024

100

T/O GUARDRAILREF. TO A606

T/O TREADREF. TO A606

MIN. REQ'D



763

SLAB EDGE / STEEL BEAMREF. TO A022-A023

13


VARI

ES

EQ EQ

REF. LINE

SITE WELD 05 50 00STEEL CLAMP-PT-108 80 5013 mm TEMPERED GLASS

RUBBER GASKET

COMPRESSION BLOCKDARK GRAY PLASTIC

05 50 00102X102 STEEL-PT-1


REF.

TO S

201-

2 03

VARI

ES




5

13

3

REF. LINE

REF. LINE

3



13

05 50 002 X L76x76x6.3 STEEL-PT-1




06 18 19130 mm WESTDECK

06 18 19166.6 mm WESTDECK


RUBBER GASKET


06 20 0040 mm WOOD HANDRAILCLEAR COATING05 50 00STEEL ROD-PT-1


3VARIES


5520

T/O STEELREF. TO A 021-A024

B/O STEEL = B/O POST

3

ALIGN




06 18 19130 mm WESTDECK- CF-1


05 50 00STEEL KNIFE PLATE-PT-105 50 00STEEL KNIFE PLATE-PT-1

T/O GLAZING = U/S BEAMREF. TO S201-204

VARI

ES25

0



RUBBER GASKET




06 18 19130 mm WESTDECK- CF-105 50 00STEEL KNIFE PLATE-PT-105 50 00STEEL KNIFE PLATE-PT-105 50 00L76X76X6.3 STEEL PROFILE-PT-1

T/O GLAZING = U/S BEAMREF. TO S201-204

3

EQ EQ

25


DRAWING SCALE

PROJECT #

REVISION

NOTES

PERMITS AND SEALS

PROJECT NAME

CLIENT

SUBCONSULTANT

ARCHITECT

DRAWN BY

DESIGNED BY

CHECKED BY

DRAWING TITLE


AS NOTED


0

AV

VS

SK

21-3180

GUARD RAIL DETAILS

A607


AND COMMERCE

1 : 5A606TYP. GUARD POST @ LANDINGS - ELEVAT.1

1 : 2A606TYP. GUARD POST6

1 : 5A606TYP. GUARD POST @ LANDINGS - SECT.2

1 : 5A606TYP. GUARD POST @ BLEACHER - ELEVAT.3

1 : 2A606TYP. GUARD POST @ KNIFE PLATE7

1 : 2A606TYP. GUARD @ CORNER8

1 : 5A606TYP. GUARD POST @ BLEACHERS - SECT.4

1 : 5A606TYP. GUARD FULL HEIGHT POST5


FRONT VIEW SIDE VIEW


DRAWING SCALE

PROJECT #

REVISION

NOTES

PERMITS AND SEALS

PROJECT NAME

CLIENT

SUBCONSULTANT

ARCHITECT

DRAWN BY

DESIGNED BY

CHECKED BY

DRAWING TITLE


AS NOTED

NOT FOR CONSTRUCTIONPRELIMINARY DRAWINGS


0

AV

VS

SK

21-3180

BLEACHER STAIR &GUARDRAIL

PERSPECTIVE VIEWS

A611


AND COMMERCE

-TYP. BLEACHER SECTION1

2 ROOF GUARD AND ACCESS BLEACHER --

TYP. BLEACHER3

-FEATURE STAIR5

-ROOF BLEACHER AND ACCESS6


-SECOND UPPER FLOOR CEILING4

REF. TO SCHEDULE

REF.

TO

SCHE

DULE

REF. TO SCHEDULE

TYPE A

150150

700

1100

TYPE B TYPE C

REF. TO SCHEDULE

REF.

TO

SCHE

DULE

TYPE D

REF. TO SCHEDULE

125 125

200

T/O DOORREF. TO SCHEDULE

T/O FLOOR FINISH

T/O DOORREF. TO SCHEDULE

REF. TO SCHEDULE

REF. TO SCHEDULE

TYPE 1 TYPE 2

T/O FRAMEREF. TO SCHEDULE

T/O FLOOR FINISH

T/O FRAMEREF. TO SCHEDULE

08 41 13ALUMINIUM STOREFRONT FRAMING- PAINTED PT-108 80 50GLAZING

07 92 00ROD + SEALANT06 11 0013mm PLYWOOD BLOCKING


07 92 00ROD + SEALANT

06 11 0013mm PLYWOOD BLOCKING

08 11 16ALUMINIUM STOREFRONT FRAMING-PAINTED PT-1

RE.T

O A7

04F.

S. =

VARI

ES

B/O FRAME

T/O FLOOR FINISH

HEAD R.O.

T/O FRAMEREF. TO A704

T/O FRAMEREF. TO A704


/200mm CONCRETE SLAB

Px-REF. TO A 101- A 104

08 41 13ALUMINIUM STOREFRONT FRAMING- PAINTED PT-108 80 50GLAZING

07 92 00ROD + SEALANT06 11 0013mm PLYWOOD BLOCKING


T/O FLOOR FINISH

HEAD R.O.

T/O FRAMEREF. TO A 704

T/O FRAMEREF. TO A 703-A704T/O DOORREF. TO DOOR SCHEDULE

08 14 00DOOR TYPE- REF. TO DOOR SCHEDULE


DOOR FRAME LINE


Px-REF. TO A 101- A 104

/200mm CONCRETE SLAB

50

AS REQ'D BY WALL TYPESADJUST THROAT OPENING

50

08 11 13PRESSED STEEL FRAME-PAINTED PT-1


DOOR TYPE REF. TO DOOR SCHEDULE

T/O FRAMEREF. TO DOOR SCHEDULE

Px-REF. TO A101-A104

16

HEAD R.O.

5016

AS R

EQ'D

BY

WAL

L TYP

EAD

JUST

THR

OAT

OPEN

ING

50

07 92 00PROVIDE SEALANT BETWEENFRAME AND WALL (TYP)08 11 13PRESSED STEEL FRAME-PAINTED PT-1

DOOR TYPE- REF. TO DOOR SCHEDULE


5016

AS REQ'D BY WALL TYPESADJUST THROAT OPENING

50



DOOR TYPE- REF. TO DOOR SCHEDULE

T/O FRAMEREF. TO DOOR SCHEDULE


PANEL TYPE- REF. TO DOOR SCHEDULE

1650

16


HEAD R.O.

FRAM

E

R.O.


06 11 0013mm PLYWOOD BLOCKING


08 80 50GLAZING



08 80 50GLAZING

08 14 00DOOR TYPE- REF. TO DOOR SCHEDULE



LEGEND :FRR - 0 min. DOOR IN FIRE SEPARATION WITH 0 MINUTES FIRE RESITANCE (PROVIDE SMOKE SEALS)FRR - 45min. DOOR IN FIRE SEPARATION WITH 45 MINUTES FIRE RESISTANCE (PROVIDE SMOKE SEALS)PS PRESSED STEELGL CLEARGLASSSCW SOLID CORE WOODHM HOLLOW METALIHM INSULATED HOLLOW METALOH OVERHEAD DOORPT-1 PAINT/POWDER COATING IN PT-1 COLOURCF-1 CLEAR FINISH IN CF-1 COLOURAL ALUMINIUMTBPS THERMALLY BROKEN PRESSED STEELIGL INSULATED GLAZINGTG TEMPERED GLASSFG FIRE RATED GLASSCWx CURTAIN WALLIGx INTERIOR GLAZINGSTL STEELFBG FIBRE GLASS

114

167°

REF.

LINE

REF.

LINE


08 11 16ALUMINIUM SSG STOREFRONT FRAMINGPAINTED PT-108 80 50GLAZING

08 11 16ALUM FLASHING-FASTENED TO IG-x-PAINTED PT-1

09 11 16ROD + CAULKING

08 80 50GLAZING

1 FOR LOCATIONS OF G-x & IG-x -REF. TO A101-A104

2 ALL R.O.s AS PER MANUFACT. RECOMMENDATIONS

3 VERIFY ALL R.O.s ON SITE

4 FOR ALU-FRAMED ENTRANCES & STOREFRONTS (IG-x) -REF. TO 08 41 13

5 ALU-FRAMED ENTRANCES & STOREFRONTS B.O.D.:KAWNEER TRIFAB VG450 TYPE B (INSIDE GLAZED)

6 FOR HARDWARE -REF. TO 08 06 70, 08 71 00, 08 71 13

7 FOR STEEL DOORS & FRAMES -REF. TO 08 11 13

8 FOR ALU DOORS & FRAMES -REF. TO 08 11 16

9 FOR WOOD DOORS -REF. TO 08 14 00

10 FOR SECTIONAL DOORS -REF. TO 08 36 13

11 FOR GLAZING -REF. TO 08 80 50

12 FOR SEALANTS - REF. TO 07 92 00

13 FOR CURTAIN WALLS (CW-x) -REF. TO 08 44 12

14 FOR PAINTINGS & COATINGS (PT-x & CF-x) -REF. TO 09 90 00

15 FOR EXTERIOR WINDOWS (G-x) -REF. TO 08 44 12

GENERAL NOTES :


DRAWING SCALE

PROJECT #

REVISION

NOTES

PERMITS AND SEALS

PROJECT NAME

CLIENT

SUBCONSULTANT

ARCHITECT

DRAWN BY

DESIGNED BY

CHECKED BY

DRAWING TITLE


AS NOTED


1

AV

VS

SK/VM

21-3180

DOOR & FRAMESCHEDULE,

ELEVATIONS &DETAILS

A703


AND COMMERCE

-DOOR ELEVATIONS1

-DOOR FRAME ELEVATIONS2

-TYP. IG-x SECTION6

-TYP. IG-x SECTION @ DOOR7

-TYP. PS FRAME @ HEAD4

-TYP. PS FRAME @ JAMB3

-TYP. PS FRAME @ TRANSOM5

DOOR FRAME

DOOR SCHEDULE

ROOM # ROOM NAME DOOR # HARDWARE FRR TYPE WIDTH HEIGHT LEAF MAT*L FINISH TYPE WIDTH HEIGHT MAT*L FINISHGLASSTYPE NOTES

T/O MAIN FLOOR (LOWER)OF-03 CRU - 2 OF-03-1 C 915 2150 1 AL PT-1 CW-7 IGL/TG EXTERIORT/O MAIN FLOORCS-01 VESTIBULE CS-01-1 C 1830 2150 2 AL PT-1 CW-5 IGL/TG EXTERIORCS-02 ATRIUM CS-01-2 C 1830 2150 2 AL PT-1 IG-7 TGCS-03 VESTIBULE CS-03-1 C 1830 2150 2 AL PT-1 CW-9 IGL/TG EXTERIORCS-03 VESTIBULE CS-03-2 45 min. B 1070 2150 1 HM PT-1 1 1015 2200 PS PT-1 FGCS-03 VESTIBULE CS-03-3 C 1830 2150 2 AL PT-1 IG-10 TGES-01 CORRIDOR ES-01-1 B 1220 2150 1 IHM PT-1 1 1320 2200 TBPS PT-1 IGL EXTERIORES-02 EXIT STAIRS ES-02-2 45 min. B 915 2150 1 HM PT-1 1 1015 2200 PS PT-1 FGES-08 CORRIDOR ES-09-1 B 1220 2150 1 IHM PT-1 1 1320 2200 TBPS PT-1 IGL EXTERIORES-08 CORRIDOR ES-09-2 45min. B 1220 2150 1 HM PT-1 1 1320 2200 PS PT-1 FGOF-01 LANDING OF-01-1 1.5 h B 1220 2150 1 HM PT-1 1 1320 2200 PS PT-1 FGRT-01 CRU-1 RT-01-1 C 915 2150 1 AL PT-1 CW-2 IGL/TG EXTERIORRT-01 CRU-1 RT-01-2 C 1645 2150 2 FBG PT-1 CW-2 IGL/TG EXTERIORRT-01 CRU-1 RT-01-3 C 1645 2150 2 FBG PT-1 CW-2 IGL/TG EXTERIORRT-01 CRU-1 RT-01-4 D 2500 3000 1 AL PT-1 IG-5 TG OH c/w FRAMERT-01 CRU-1 RT-01-5 A 1220 2150 1 SCW CF-1 IG-5 TGSE-01 CORRIDOR SE-01-1 45 min. A 915 2150 1 SCW CF-1 IG-08 FGSE-01 CORRIDOR SE-01-2 A 915 2150 1 SCW CF-1 IG-08a TGSE-04 SITE SAFETY SE-04-1 A 915 2150 1 SCW CF-1 2 1015 3054 PS PT-1 GLSE-05 EQUIPMENT SE-05-1 A 915 2150 1 SCW CF-1 2 1015 3054 PS PT-1 GLSE-06 MECHANICAL SE-06-1 45 min. A 1220 2150 1 HM PT-1 1 1320 2200 PS PT-1 -SE-07 ELECTRICAL SE-07-1 A 1220 2150 1 HM PT-1 1 1320 2200 PS PT-1 -SE-08 RECYCLING SE-08-1 A 915 2150 1 SCW CF-1 2 1015 3054 PS PT-1 GLSE-08 RECYCLING SE-08-2 B 1220 2150 1 IHM PT-1 1 1320 2200 TBPS PT-1 IGL EXTERIORSE-09 TELECOM SE-09-1 A 915 2150 1 SCW CF-1 2 1015 3054 PS PT-1 GLSE-16 JAN. SE-16-1 0 min. A 915 2150 1 HM PT-1 1 1015 2200 PS PT-1 -SE-17 WC BF - F SE-17-1 A 915 2150 1 SCW CF-1 2 1015 3054 PS PT-1 GLSE-18 WC-BF-M SE-18-1 A 915 2150 1 SCW CF-1 2 1015 3054 PS PT-1 GLT/O MAIN FLOOR (UPPER)WE-01 CRU - 3 WE-01-1 C 915 2150 1 FBG PT-1 G3 IGL/TG EXTERIORWE-01 CRU - 3 WE-01-2 A 915 2150 1 SCW CF-1 IG-1 TGWE-01 CRU - 3 WE-02-1 45 min. A 915 2150 1 SCW CF-1 1 1015 2200 PS PT-1 -WE-03 RECEPTION WE-03-1 A 915 2150 1 SCW CF-1 IG-2 TGWE-05 LOCKER RM - W WE-05-1 A 915 2150 1 SCW CF-1 2 1015 2554 PS PT-1 GLWE-10 LOCKER RM - M WE-10-1 A 915 2150 1 SCW CF-1 2 1015 2554 PS PT-1 GLT/O 2ND FLOOR (LOWER)BH-05 PRINTER RM BH-05-1 A 915 2150 1 SCW CF-1 IG-19 TGBH-13 MEETING ROOM BH-13-1 A 915 2150 1 SCW CF-1 IG-18 TGBH-14 MEETING ROOM BH-14-1 A 915 2150 1 SCW CF-1 IG-15 TGBH-22 MEETING ROOM BH-22-1 A 915 2150 1 SCW CF-1 IG-14 TGBH-23 BEEHIVE BH-23-1 A 915 2150 1 SCW CF-1 IG-16 TGBH-23 BEEHIVE BH-23-2 A 915 2150 1 SCW CF-1 IG-16 TGCS-06 LANDING CS-07-1 C 1220 2150 1 AL PT-1 IG-13 TGES-04 LANDING ES-03-01 45 min. B 915 2150 1 HM PT-1 1 1015 2200 PS PT-1 FGSE-11 JANITOR SE-11-1 0 min. A 915 2150 1 SCW CF-1 1 1015 2200 PS PT-1 -T/O 2ND FLOOR (UPPER)SH-09 HALLWAY BH-12-01 0 min. A 915 2150 1 SCW CF-1 1 1015 2200 PS PT-1 -SH-01 DINING AREA ES-10-1 45 min. B 915 2150 1 HM PT-1 1 1015 2200 PS PT-1 FGES-11 LANDING ES-10-2 45 min. B 915 2150 1 HM PT-1 1 1015 2200 PS PT-1 FGSH-01 DINING AREA SH-01-1 A 1220 2150 1 SCW CF-1 IG-21 1320 2200 PS PT-1 TGSH-01 DINING AREA SH-03-1 C 1830 2150 2 FBG PT-1 CW-11 IGL/TG EXTERIORSH-01 DINING AREA SH-05-1 A 915 2150 1 SCW CF-1 IG-24 TGSH-07 OPEN OFFICES SH-05-2 A 915 2150 1 SCW CF-1 2 1015 2920 PS PT-1 GLSH-05 LOUNGE SH-06-1 A 915 2150 1 SCW CF-1 2 1015 2920 PS PT-1 GLCS-15 CORRIDOR SH-07-1 A 915 2150 1 SCW CF-1 IG-20 TGT/O 3RD FLOORES-05 EXIT STAIRS ES-05-1 45 min. B 915 2150 1 HM PT-1 1 1015 2200 PS PT-1 FGOC-19 MEETING ROOM OC-19-1 A 915 2150 1 SCW CF-1 IG-29 TGOC-20 MEETING ROOM OC-20-1 A 915 2150 1 SCW CF-1 IG-28 TGOC-22 PRINTER ROOM OC-22-1 A 915 2150 1 SCW CF-1 IG-32 TGOC-22 PRINTER ROOM OC-22-2 A 915 2150 1 SCW CF-1 IG-31 TGOC-26 OCE OC-26-1 A 915 2150 1 SCW CF-1 IG-27 TGSE-14 JANITOR SE-14-1 0 min. A 915 2150 1 SCW CF-1 1 1015 2200 PS PT-1 -T/O WEST ROOF DECKOC-28 ROOF ACCESS OC-28-1 C 915 2150 1 FBG PT-1 CW-20 IGL/TG EXTERIORT/O EAST ROOF DECKES-07 LANDING ES-07-1 A 915 2150 1 IHM PT-1 1 1015 2200 TBPS PT-1 - EXTERIORRF-06 MECH. RM RF-06-1 45 min. A 1830 2150 2 HM PT-1 1 1930 2200 PS PT-1 -

-TYP. IG-x PLAN DETAILS8

-TYP. IG-x @SSG MULLION & CONNECTION9

JAMB

R.O

.

REF. LINE

REF.

LINE

REF.

LINE

LINE OF OPENING

1

1

1


- WITH SI-0021 2014/06/25 REV_1

(3) DOORSDELETED&(2) DOORSREVISED

(2) DOORSADDED

(1) DOORADDED &(1) DOORREVISED

1(1) DOORREVISED

1(1) DOORREVISED

2382 F.S.915 DLO

IG-1 IG-2 IG-3

5287 F.S.28172470

915 DLO2471 F.S. EQ EQ

EQEQ

TO IG-2TO IG-3

T/O MAIN FLOOR (UPPER)+ 500

T/O FRAME+2200 A.F.F.


TO IG-4

1812 F.S. 4915 F.S. 3450 F.S.915 DLO

915 DLO

IG-15IG-14 IG-16 IG-17 IG-18 IG-19

EQ EQ2388 114 2856

EQ EQ

5358 F.S.

915 DLOEQ EQ EQ EQ 915 DLO

1609 F.S.


T/O 2ND FLOOR (LOWER)+ 4000



TO IG-16 TO IG-16 TO IG-14TO IG-15 TO IG-18 TO IG-17

1842 F.S.1330 DLO

IG-13

5358 F.S.3390 114 1854 EQ EQ915 DLO

4937 F.S.915 DLO

IG-20 IG-22 IG-23 IG-24

EQ EQ EQ

T/O 2ND FLOOR (UPPER)+6000



TO IG-22 TO IG-23 TO IG-21 TO CW-12 TO IG-22 TO CW-10

EQEQEQ4555 F.S. 3913 F.S.

915 DLO 1220 DLO EQEQ2167 F.S. 1356 F.S.

IG-21

4454 F.S. 1860 F.S. 4889 F.S.915 DLO

3297 F.S.3297 F.S.915 DLO 915 DLO

2343 F.S.

IG-25 IG-26 IG-27 IG-30IG-28 IG-31

EQ EQ EQ EQ EQ EQ EQ


T/O 3RD FLOOR+8000



/ IG-29 MIRRORED / IG-32 MIRRORED

TO IG-26 TO IG-27

TO IG-25 TO IG-26

1823 F.S.

IG-7

4452 F.S.13561266

IG-08 IG-9

4635 F.S.13451460

IG-10 IG-11

2396 F.S.

177

1830 DLO 1830 DLO2603 F.S.

1520

TO IG-7 TO CW-5 TO IG-6 TO IG-11 TO CW-9 TO IG-9


T/O MAIN FLOOR+/-0.00


86

IG-6 IG-08a

T/O RAMP LANDING+177 A.F.F.

1540 F.S.915 DLO

1

111

1590 F.S.915 DLO

1NOTE: 45 min FRR ASSEMBLY NOTE: 45 min FRR ASSEMBLY

1

1 FOR LOCATIONS OF IG-x - REF. TO A101-A104

2 ALL R.O.s AS PER MANUFACT. RECOMMENDATIONS

3 VERIFY ALL R.O.s ON SITE

4 FOR ALU-FRAMED ENTRANCES & STOREFRONTS - REF. TO 08 41 13

5 ALU-FRAMED ENTRANCES & STOREFRONTS B.O.D.:KAWNEER TRIFAB VG450 TYPE B (INSIDE GLAZED)

6 FOR DOOR SCHEDULE - REF. TO A703

7 FOR HARDWARE - REF. TO 08 06 70, 08 71 00, 08 71 13

8 FOR STEEL DOORS & FRAMES - REF. TO 08 11 13

9 FOR ALU DOORS & FRAMES - REF. TO 08 11 16

10 FOR WOOD DOORS - REF. TO 08 14 00

11 FOR SECTIONAL DOORS - REF. TO 08 36 13

12 FOR GLAZING - REF. TO 08 80 50

13 FOR SEALANTS - REF. TO 07 92 00

14 ALL IG-x ARE ELEVATED FROM THE GLASS-SIDE OF FRAME- REF. TO DETAILS 6-9 / A703

GENERAL NOTES :

IG-4 IG-5

1220 DLO2173 F.S. 6616 F.S.

T/O FRAME+3054 A.F.F

T/O MAIN FLOOR+/- 0.00


2500 DLO

TO IG-3TO IG-5 TO IG-4TO CW-5

EQ EQ

IG-20

167°

EQ

EQ

EQ

4555


DRAWING SCALE

PROJECT #

REVISION

NOTES

PERMITS AND SEALS

PROJECT NAME

CLIENT

SUBCONSULTANT

ARCHITECT

DRAWN BY

DESIGNED BY

CHECKED BY

DRAWING TITLE


AS NOTED


1

AV/CY

VS

SK

21-3180

INTERIOR GLAZINGELEVATIONS

A704


AND COMMERCE

-INTERIOR GLAZING ELEVATIONS1


- WITH SI-0021 2014/06/25 REV_1

mosaic centre for conscious community and commerce · 2014. 6. 26. · june 25, 2014 architectural...

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