bzt exec centre project

1'-4

5/8

"

EW100-1 -4" YELLOW RECLAIMED MASONRYVENEER BRICK-1" AIR SPACE-5" SPRAY FOAM INSULATION-1/2" EXTERIOR GRADE SHEATHING-6" METAL STUDS @ 1' 4" O/C-INTERIOR FINISH AS PER SCHEDULE

1'-4

5/8

"

EW101-1 -3 5/8" STONE VENEER-1" AIR SPACE-5" SPRAY FOAM INSULATION-1/2" EXTERIOR GRADE SHEATHING-6" METAL STUDS @ 1' 4" O/C-INTERIOR FINISH AS PER SCHEDULE

1'-1

3/4

"

EW102-1 -11/4" ALUMINUM COMPOSITE PANEL-1" AIR SPACE-6" HORIZ. GALV. STEEL ADJUSTABLE Z-GIRTS @ 2'-0" O/C-5" SPRAY FOAM INSULATION-1/2" EXTERIOR GRADE SHEATHING-6" METAL STUDS @ 1' 4" O/C-INTERIOR FINISH AS PER SCHEDULE

EW103 -11/4" ALUMINUM COMPOSITE PANEL-1" AIR SPACE-6" HORIZ. GALV. STEEL ADJUSTABLEZ-GIRTS@ 2'-0" O/C-5" SPRAY FOAM INSULATION-1/2" EXTERIOR GRADE SHEATHING-6" METAL STUDS @ 1' 4"" O/C-1/2" EXTERIOR GRADE PLYWOOD-1 1/2" RIGID INSULATION-EPDM MEMBRANE

1'-3

3/4

"

EW104 -11/4" STANDING LOCK SEEM COPPER-1" AIR SPACE-6" HORIZ. GALV. STEEL ADJUSTABLE Z-GIRTS @ 2'-0" O/C-5" SPRAY FOAM INSULATION-1/2" EXTERIOR GRADE SHEATHING-6" METAL STUDS @ 16" O/C-INTERIOR FINISH AS PER SCHEDULE

1'-1

3/4

"

FW200-3/4" DRAINAGE LAYER-DAMPPROOFING LAYER-1' 4" C.I.P. CONCRETE FOUNDATION

FW201-3/4" DRAINAGE LAYER-DAMPPROOFING LAYER-1' 4" C.I.P. CONCRETE FOUNDATION-1/4" AIR SPACE-3 5/8" METAL STUDS @ 1' 4" O/C-R22 SPRAY FOAM INSULATION-1/2" GYPSUM WALL BOARD

FW202-3/4" DRAINAGE LAYER-DAMPPROOFING LAYER-2' 0" EXISTING CONCRETE FOUNDATION-BACK UP WALL AS PER DRAWINGS

1'-4

3/4

"

1'-9

1/8

"

2'-0

3/4

"

P100-8" CONCRETE BLOCK

P101-4" CONCRETE BLOCK

P102-6" LT. WT. CONCRETE BLOCK-6" AIR CAVITY-6" LT. WT. CONCRETE BLOCK

P103-1/2" GYPSUM BOARD-6" STEEL STUDS-1/2" GYPSUM BOARD

P105-3 5/8" STEEL STUDS @ 1' 4" O/C-INTERIOR FINISH TO SUIT

8"

3 5

/8"

1'-5

1/4

"

7"

P104-1/2" GYPSUM BOARD-3 5/8" STEEL STUDS-1/2" GYPSUM BOARD

4 5

/8"

3 5

/8"

1/2

"6" 1/2

"5" 1

"3

5/8

"

1/2

"6" 1/2

"5" 1

"

3 5

/8"

6" 1/2

"5" 1

"1 1

/4"

1 1

/2"1

/2"6" 1/2

"5"1

"

1 1

/4"

6" 1

/2"5" 1

"1

1/4

"

1'-4

"3

/4"

1/2

"3 5

/8"

1/4

"1

'-4

"3

/4"

2'-0

"3

/4"

5 5

/8"6

" 5 5

/8"

1/2

"6" 1

/2"

1/2

"3 5

/8" 1

/2"

1'-4

3/4

"

1/2

"6

"

1/2

"

5"1

"3

3/4

"

EW100-2 -4" RED RECLAIMED MASONRY VENEER BRICK-1" AIR SPACE-5" SPRAY FOAM INSULATION-1/2" EXTERIOR GRADE SHEATHING-6" METAL STUDS @ 1' 4" O/C-INTERIOR FINISH AS PER SCHEDULE

EW101-2 -3 5/8" STONE VENEER-7" AIR SPACE REFER TO DRAWINGS-5" SPRAY FOAM INSULATION-1/2" EXTERIOR GRADE SHEATHING-6" METAL STUDS @ 1' 4" O/C-INTERIOR FINISH AS PER SCHEDULE

1/2

"6

"

1/2

"

5"

7"

3 5

/8"

1'-1

0 5

/8"

EW102-2 -11/4" ALUMINUM COMPOSITE PANEL-7" AIR SPACE-6" VERT. GALV. STEEL ADJUSTABLE Z-GIRTS @ 2'-0" O/C-6" HORIZ. GALV. STEEL ADJUSTABLE Z-GIRTS @ 2'-0" O/C-5" SPRAY FOAM INSULATION-1/2" EXTERIOR GRADE SHEATHING-6" METAL STUDS @ 1' 4" O/C-INTERIOR FINISH AS PER SCHEDULE

EW102-3 -11/4" ALUMINUM COMPOSITE PANEL-1" AIR SPACE-1" HORIZ. GALV. STEEL Z-GIRTS @ 2'-0" O/C-5" SPRAY FOAM INSULATION-1/2" EXTERIOR GRADE SHEATHING-6" METAL STUDS @ 1' 4" O/C-INTERIOR FINISH AS PER SCHEDULE

1/2

"6

"1

/2"

5"

7"

1 1

/4"

1'-8

1/4

"

1/2

"6

"

1/2

"1

"1

1/4

"

9 1

/4"

2'-2

1/1

6"

1/2

"3 5

/8"1

/4" 1'-9

"3

/4"

FW201-3/4" DRAINAGE LAYER-DAMPPROOFING LAYER-1' 9" C.I.P. CONCRETE FOUNDATION-1/4" AIR SPACE-3 5/8" METAL STUDS @ 1' 4" O/C-R22 SPRAY FOAM INSULATION-1/2" GYPSUM WALL BOARD

FW203-3/4" DRAINAGE LAYER-DAMPPROOFING LAYER-10" C.I.P. CONC. DOWELED TO EXISTINGFOUNDATION

10

3/4

"

10

"3

/4"

RF101-EPDM MEMBRAIN WHITE-2" RIGID INSULATION, SLOPED-3 1/2" RIGID INSULATION-1 1/2" COMPOSITE METAL DECK

1 1

/2"3

1/2

"2

1/4

"

7 1

/4"

RF102-1-4 1/2"GREEN ROOF REFER TOSHOP DRAWINGS-EPDM MEMBRAIN WHITE-2" RIGID INSULATION, SLOPED-3 1/2" RIGID INSULATION-1 1/2" COMPOSITE METAL DECK

1 1

/2"

3 1

/2"

2"

4 1

/2"

10

"

RF102-2-4 1/2"GREEN ROOF REFER TOSHOP DRAWINGS-EPDM MEMBRAIN WHITE-2" RIGID INSULATION, SLOPED-3 1/2" RIGID INSULATION-EXISTING CONC. SLAB

9 7

/8"

3 3

/8"2

" 4 1

/2"

1 1

/2"

3 1

/2"

2"

2"

2"

11

"

RF103-1-2" PRE CAST PAVERS-2" PAVER UPSTANDS @ ALLCORNERS AND CENTEROF PAVERS-EPDM MEMBRAIN WHITE-2" RIGID INSULATION, SLOPED-3 1/2" RIGID INSULATION-1 1/2" COMPOSITE METAL DECK

9 1

/2"

3 1

/2"

2"

2"

2"

RF103-2-2" PRE CAST PAVERS-2" PAVER UPSTANDS @ ALLCORNERS AND CENTEROF PAVERS-EPDM MEMBRAIN WHITE-2" RIGID INSULATION, SLOPED-3 1/2" RIGID INSULATION-EXISITING CONC. SLAB

FL100-4" EXISIT. C.I.P. CONC.-4" EXIST. COMPACTED GRAN. FILL

4"

4"

8"

FL101-4" C.I.P. CONC. C/W WWM-6" COMPACTED GRAN. FILL-2" COMPACTED GRAN. FILL

2"

6"

4"

1'-0

"

FL102-4" C.I.P. CONC. INFILL-5" EXISTING STRUC. SLAB

5"

4"

9"

FL103-4" C.I.P. CONC.-3" COMPOSITE STEEL DECKW/ 1 1/2" CONC. TOPING-STEEL STRUCTURE

FL104-2" C.I.P. CONC. TOPPING-8" HALLOW CORE SLAB

1 1

/2"

1 1

/2"

5"

8"

8"

2"

10

"

DRAWINGFILE

CHECKED DATE

DRAWING TITLE

REVISION

PROJECT TITLE

DRAWN

key plan

DATENO. REVISION BY

REVISIONS

seal

School of Building TechnologyARCHITECTURAL

TECHNOLOGY

PROJECT TITLE

CLIENT:

Item Ontario Building Code Data Matrix Parts 3 and 9

1

OBC Reference

Project Description: Part 11New

Addition

AlterationChange of Use

Part 3 Part 9

2.1.1

9.10.1.3

2 Major Occupancy(s): D + E 9.10.23.1.2.1.(1)

3

4

5

6

7

Building Area (m2):

Gross Area:

Number of Storeys:

Height of Building: 14.9 m

Number of Streets/Access Route(s): 2

Existing: 634 SQ M New: 294 SQ M Total: 932 SQ M 1.1.3.2 1.1.3.2

1.1.3.2 1.1.3.2Existing: 1902 SQ M New: 1116 SQ M Total: 3018 SQ M

Above Grade: 3 Below Grade: 1 3.2.1.1& 1.1.3.2 2.1.1.3

2.1.1.3

3.2.2.10& 3.2.5.5

Building Classification: Group E

Sprinkler System Proposed:

8

9

3.2.2.20 - 83 9.10.4

Entire Building

In Lieu of Roof Rating

Basement Only

Not Required

3.2.2.20 - 83 9.10.4

3.2.1.5

3.2.2.17

10 Standpipe Required: NoYes

11 Fire Alarm Required: NoYes

12 Water Service / Adequate Supply: NoYes

13 High Building: NoYes

14 Permitted Construction: Non-combustibleCombustible

Actual Construction: Non-combustibleCombustible

3.2.9

3.2.4

3.2.6

3.2.2.20 - 83

9.10.7.2

9.10.6

16 Occupant Load Based On: Design of Buildingm2 / person

Basement:

1st Floor:

2nd Floor:

3rd Floor:

4th Floor:

Occupancy: E

Occupancy: n/a

Occupancy: D

Occupancy: D

Occupancy: D

Load: __________ Persons





15 Mezzanine Area (m2):

17 Barrier Free: No (Explain): ________________Yes 3.8

3.2.1.1.(3)-(8)

3.1.1.6

9.10.4.1

9.9.1.3

18 Hazardous Substances: No (Explain): ________________Yes3.3.1.2(1)3.3.1.19.(1)

9.5.2

9.10.1.3

19 Horizontal Assemblies

(FRR - Hours)

Listed Design No. or Description

(SG-2)

Floor(s): ________1________ Hours

Roof: ____________________ Hours

Mezzanine(s): ______n/a____ Hours

FRR Supporting Member(s) Listed Design No. or Description

(SG-2)

Floor(s): ________1________ Hours

Roof: __________n/a_______ Hours

Mezzanine(s): ______n/a____ Hours

RequiredFire

ResistanceRating(FRR)

3.2.2.20 - 83

3.2.1.4

9.10.8

9.10.9

20 Spatial Separation - Construction of Exterior Walls:

North:

South:

East:

West:

Wall: Areaof EBF:(m2)

L.D.:(m)

L/H:orH/L

Permitted Max.% of Openings

Proposed Max.% of Openings

FRR(Hours)

Listed Designor

Description

Comb.Const.

Comb.Const.Nonc.Cladding

Non Comb.Const.

3.2.3 9.10.14

SITE ZONING CHART

200

80

90

30

By-law: London Ontario

SITE AREA

ZONING

SITE COVERAGE

GI-2EXISTING ZONING:

SITE ADRESS: 1156 DUNDAS STREET LONDON ONTARIO

IMPERIAL METRIC

72,274 SQ FT 6,715 SQ m

MAX: 30%

PROPOSED ZONING: NSA-1

EXISTING: 9% NEW: 47%

SET BACKS

FRONT YARD

REAR YARD

INTERIOR SIDE YARD

ABUTING RESIDENITAL

0 FT 0 m

0 FT 0 m

0 FT 0 m

10 FT 3 m

LANDSCAPING REQ: 15% [1007 SQ m] PROPOSED: 35.9% [2416 SQ m]

PARKING CALCULATION

RETAIL

OFFICE SPACES

OFFICE MEDICAL

734 sq m /20 sq m = 36.7 use 37 spaces



TOTAL REQ=90 SPACES

TOTAL PROVIDED=120 SPACES

07/13/20151 WALL SECTIONS SUB. BT

07/27/20152 Detail SUB. BT

08/05/20153 Floor Plan & Elevations (90%)SUB. BT

08/14/20154 Final Submission BT

Drawing List:

A5.2 Construction Details


A4.2 Wall Sections

A4.1 Wall Sections

A3.2 Elevations

A3.1 Elevations

A2.5 Floor Plan L400





A0.0 Cover & Typical Details

A6.1 Enlarged Plans

A7.1 Schedules

Si 1.1 Architectural Site Plan

Si 1.2 Engineering Site Plan

A0.0

Cover Sheet

BZT 08/14/15

THE CENTURYEXECUTIVE CENTRE

Branden T.

S-15

450 McCormick Blvd.London Ontario

Owner

1/2" = 1'-0"Wall Assembilies

Owner:

Centurion Developments

137 Dundas StreetLondon, Ontario CA

Architect:

Joes Architectural

1001 Fanshawe College Blv,London, Ontario CA

Sturcutal Consultant:

Holden-Peeples-LevelleConsulting Engineers1001 Fanshawe College Blv,London, Ontario CA

Civil Consultant:

Strom-Flood-KalkanConsulting Engineers1001 Fanshawe College Blv,London, Ontario CA

Building Services:

Ares and VoltzConsulting Engineers1001 Fanshawe College Blv,London, Ontario CA

General Contractor:

Bilden-Strong-TingzConstruction1764 Oxford Street East,London, Ontario CA

1/2" = 1'-0"Roof and Floor Assembilies

UP

UP

UP

DN

A3.1

1

A3.2

A3.2

1

2

eA eC eD eE

e2

eB

Dy

984 SF

KATE-CHINGCLOTHING

009

400 SF

MECH.

006

75 SF

COM.

008

94 SF

MACHINE

007

285 SF

STAIR

103

1112 SF

HIM TORTANS

010

219 SF

WR

002

232 SF

WR

003

930 SF

RAN$OMCLOTHIER

011

662 SF

RTN FRUITSMEDIA

014

962 SF

LEASABLE

015

494 SF

LEASEABLE

013

56 SF

U.WR

00441 SF

CH

005

79 SF

ELEVATOR

102

955 SF

CORRIDOR

001

210 SF

STAIR

016

eFa

3

A4.2

2

A4.1

1

A4.2

2

A4.2

eF

e1

e3

e4

e3.1

1

2

3

13'-10" 24'-0" 26'-4"

24'-0" 25'-0" 11'-2"

7'-9

"1

7'-3

"2

2'-0

"2

1'-0

"

12'-8"

25

'-1

1 7

/16

"7

0'-1

1 1

/2"

3'-4" 11'-1 1/4" 2'-3" 21'-9" 2'-3" 24'-0 3/8" 2'-10 1/2"

2'-8" 21'-9 1/8" 2'-10" 21'-8 7/16" 2'-10" 9'-3 3/8"

61'-0 15/16"

67'-7 1/16"

127'-9 3/16"

2'-5

3/8

"1

9'-6

13

/16

"1

'-1

0"

20

'-2

"1

'-1

0"

17

'-2

11

/16

"7

'-1

0 5

/8"

3'-1

"2

3'-8

3/8

"

11'-3 5/8" 2'-1 1/2" 22'-10" 2'-2 1/2" 22'-11 1/2" 1'-11 1/4" 22'-4" 2'-3 1/8"

12'-6" 87'-11 1/2"

2'-9

3/4

"2

3'-0

1/8

"2

'-2

1/4

"

8'-6

3/4

"2

'-0

1/4

"1

7'-2

1/4

"1

'-1

0"

17

'-3

1/4

"3

'-2

3/8

"

1'-8 3/8"

1'-8 3/8"

1'-8 3/8"

1'-8 3/8"

1'-6

9/1

6"

1'-6

9/1

6"

1'-6

9/1

6"

1'-6

9/1

6"

1'-8 11/16"

10 9/16"

10 3/8" 1'-2 3/8"16'-11 1/8" 2'-0 1/2" 6'-6 1/2" 2'-5" 6'-3" 10'-3" 2'-0 1/2" 6'-6 1/2" 2'-5" 4'-3 1/2" 4'-9" 9'-2 3/8" 5'-6" 2'-6" 5'-0" 8'-9 1/4"

1'-4 3/8"

8 3/8"

25'-2 3/8" 5 1/4"

11'-8 7/8" 1'-11 1/2"

1'-11 1/8"

2'-0 1/2" 6'-6" 2'-5 1/2" 10'-2 1/2" 3'-8 1/2"

2'-0 1/2"

6'-6" 2'-5 1/2" 3'-11" 7'-3 1/2" 11'-0" 7'-4 3/16" 1'-10" 6'-11" 2'-4" 4'-5 7/16"

1'-4 3/8"

6'-3" 2'-11 3/8"

10 1/16" 4'-8" 21'-11" 2'-3 1/16" 6'-6" 6'-3 15/16" 8'-4 3/8" 8'-6"

8'-1

0"

7'-9

1/2

"3

'-2

"6

'-2

11

/16

"1

0'-1

9/1

6"

1'-5

1/4

"1

2'-2

1/4

"8

'-1

13

/16

"6

'-6

7/1

6"

2'-8

1/2

"2

6'-4

5/8

"1

'-0

3/8

"

1'-0

3/8

"7

'-1

3/8

"1

4'-7

1/8

"6

'-0

1/2

"

FW202

FW202

FW202

FW202

FW202

FW201

FW201

S100

S100

S100

S100

P103

P103

P100

P100P103

P100P100

P100

P100

P100

P100

P100

P100

P100

P103

P101

P101

P101

P101

P101

P102

P101

P102

P103

P103

P103

P101

P101

P101

P103

P103P103 P103

P103 P103 P103 P103 P103P103

P103

P103

FW202

FW202

FW202

P101

EW203 EW203

EW203

EW203EW203

FW201-2

FW201-2FW201-2

FW201-2

FW201-2

EW203

EW203

EW203EW203 EW203

P106

P106

P106 P106

008

FW201

FW201

4

A

24'-0" 25'-0" 11'-2"

30

'-8

9/1

6"

19

'-8

1/4

"

3'-2"

N

16

'-7

7/1

6"

44

'-7

9/1

6"

3'-4

"

27'-4"

3'-1

5/1

6"

1'-6

9/1

6"

1'-2

3/4

"

1'-8 11/16"

006

007

006.1

006.2

002

003

004

016.2

103.2

011015

014 013 010

009

005

13 TREADS @ 1'-0"

13'-0"

13

TREAD

S @

1'-0

"

13

'-0

"

FW201-2

DRAWINGFILE

CHECKED DATE

DRAWING TITLE

REVISION

PROJECT TITLE

DRAWN

key plan

DATENO. REVISION BY

REVISIONS

seal

School of Building TechnologyARCHITECTURAL TECHNOLOGY

PROJECT ADRESS







A4.2 Wall Sections

A4.1 Wall Sections

A3.2 Elevations

A3.1 Elevations







A6.1 Enlarged Plans

A7.1 Schedules



A2.1

Floor Plan L000

bzt 08/14/15


Branden T.

S-15


3/16" = 1'-0"1

L000 - BASEMENT

BOILER

BOILER

BOILER

2" CONC. UPSTAND

FRR 1HRFRR 1HR

FRR 1HR

FRR 1HR

FRR 1HR

FRR 1HR

FRR 1HR

FRR 1HR

FRR 1HR

FRR 1HR

FRR 1HR

FRR 1HR

UP

UP

UP

UP

UP

A3.2 2

eA eC

eC

eD eE

e2

eB

Dy

79 SF

ELEVATOR

102

301 SF

LOBBY

101

210 SF

STAIR

016

44 SF

VEST.

100

285 SF

STAIR

103

eFa

1

A4.1

3

A4.2

2

A4.1

3

A4.1

1

A4.2

2

A4.2

A5.21

eF

e1

e3

e4

e3.1

1

2

3

4

A

30

'-8

9/1

6"

19

'-8

1/4

"

2'-9 1/2"5"1'-6" 6'-10" 1'-6" 6 7/16"

5'-9 1/8" 18'-7" 3'-0 5/8"

27'-4 3/4"

12

'-1

9/1

6"

5'-4

"3

'-0

"1

0'-0

"

1'-9" 11'-9 1/4" 8'-1 3/4" 4'-8"

3'-0" 3'-3"

13 TREADS @ 1' -0"

13'-0"

9 TREADS @ 1'-0"

9'-0"

9 TREADS @ 1" -0"

9'-0"

N

LEVEL BELOWREFER TO L000 PLAN

24'-0" 25'-0" 11'-2" 13'-10" 24'-0" 26'-4"

3'-4

"7

'-9

"1

7'-3

"2

2'-0

"2

1'-0

"

15'-10" 11'-4"

127'-11 1/4"

67'-8 1/4"

3'-4 7/8"

1'-4 3/4"

8'-0" 1'-7 1/4"

2'-4 1/2"

1'-1" 8'-0" 3'-5 1/2" 8'-0" 1'-1"

2'-4 1/2"

2'-2" 8'-0" 2'-11 1/2" 8'-6" 2'-3 1/4" 3'-0 1/8"

26

'-9

"

3'-5

5/8

"1

'-6

3/8

"8

'-6

"1

'-1

1"

8'-6

"2

'-1

0"

60'-9"

2'-10 1/8" 21'-7 1/4" 3'-0" 21'-6 1/2" 3'-0 1/2" 8'-8 5/8"

1'-2 1/4" 8'-0" 2'-11 1/2" 8'-6" 11 1/2" 1'-2" 8'-0" 2'-11 1/2" 8'-6" 11"

10

0'-8

1/4

"

13

'-7

3/1

6"

60

'-1

0 1

/16

"

2'-1

0 1

/8"

18

'-8

"2

'-8

"1

9'-4

"2

'-8

"1

4'-7

15

/16

"

6 1

5/1

6"

2'-1

"9

'-6

3/1

6"

2'-0

"

130'-6 1/4"

16'-10 3/16" 87'-5 3/8"

10'-2 15/16" 2'-8" 22'-4" 2'-8" 22'-4" 2'-8" 21'-11 1/8" 2'-7 5/16"

1'-0 15/16"

1'-11 1/4" 12'-10" 2'-0 15/16"

2'-1

0 5

/8"

22

'-8

"2

'-8

"1

6'-3

9/1

6"

44

'-6

3/1

6"

97

'-1

1 3

/4"

53

'-5

1/1

6"

3'-2

7/1

6"

8'-5

1/2

"2

'-6

"1

6'-9

"1

'-1

0 1

/4"

4'-4

"8

'-6

"4

'-4

5/1

6"

3'-5

5/8

"

5 7

/8"

1'-0

"

6 1

/16

"

12

'-0

13

/16

"

6 1

/16

"

1'-0

"5

7/8

"

1'-4

7/8

"

20

'-0

"1

3'-0

"6

'-1

1"

1'-0" 5'-4" 5'-4 7/8"

EW101-2 EW100-1 EW101-2 EW100-1

EW101-2 EW100-1

EW100-1

EW101-2

EW100-1 EW101-2 EW100-1 EW101-2 EW100-1

EW101-2

EW100-1

EW101-2

EW101-2

EW101-2

EW100-1

EW101

EW101

EW101EW101EW101EW101EW101

EW101

EW101

EW101-2

EW101

EW101

P100

P100

P103

EW101

EW101-2

S100

S100

S100

S100

P103

ANNUNCIATORPANEL

PFFE

DRAWINGFILE

CHECKED DATE

DRAWING TITLE

REVISION

PROJECT TITLE

DRAWN

key plan

DATENO. REVISION BY

REVISIONS

seal


PROJECT ADRESS







A4.2 Wall Sections

A4.1 Wall Sections

A3.2 Elevations

A3.1 Elevations







A6.1 Enlarged Plans

A7.1 Schedules



A2.2

Floor Plan L100

BZT 08/14/15


Branden T.

S-15


3/16" = 1'-0"1

L100 - ENTRY

FRR 1HR

FRR 1HR

FRR 1HR

FRR 1HR

FRR 1HR

FRR 1HR

UP

UP

UP

UP

A3.1

1

A3.12

A3.2

A3.2

1

2

eA eC eD eE

e2

eB

Dy

1379 SF

MACON-BANK-BALLANTSCHARTERED

ACCOUNTANTS

203

1060 SF

COUNCIL LING MD

204

780 SF

WEALTHIER-BILLDERFINANCIAL

205

846 SF

LEASEABLE

207

939 SF

LEASEABLE

208

789 SF

CORRIDOR

200

1378 SF

LEASEABLE

206

210 SF

STAIR

016

285 SF

STAIR

103

301 SF

LOBBY

101

154 SF

WR.

202

159 SF

WR.

201

79 SF

ELEVATOR

102

eFa

1

A4.1

3

A4.2

3

A4.1

1

A4.2

2

A4.2

A5.24

eF

e1

e3

e4

e3.1

1

2

3

13'-10" 24'-0" 26'-4"24'-0" 25'-0"

7'-9

"1

7'-3

"2

2'-0

"2

1'-0

"

30

'-8

9/1

6"

19

'-8

1/4

"

12'-8"

67'-8 1/4"

11'-2"

60'-3"

127'-11 1/4"

3'-4 7/8" 2'-5 1/4" 5'-10" 2'-8 3/4"

2'-4 1/2"

9 3/4" 5'-10" 1'-3" 5'-10" 1'-3" 5'-10" 9 3/4"

2'-4 1/2"

1'-3 1/8" 5'-10" 1'-9 1/8" 5'-10" 2'-1 5/16" 5'-10"

1'-3 1/8"

3'-0 1/8"

3'-5

5/8

"3

'-1

1 7

/8"

5'-1

0"

3'-1

"5

'-1

0"

1'-9 1/8"

1'-9

1/8

"

74

'-5

1/4

"

13

'-7

3/1

6"

60

'-1

0 1

/16

"

4

3'-4

"

A

3'-2"

2'-3

"1

'-8

"4

'-0

"2

'-0

1/4

"4

'-0

"2

'-0

"4

'-0

"1

'-1

0 7

/8"

2'-0

"

1'-8

"4

'-0

"2

'-0

1/4

"4

'-0

"2

'-0

"4

'-0

"2

'-3

3/4

"

2'-0

"

1'-7

15

/16

"4

'-0

"3

'-1

"4

'-0

"2

'-3

"

2'-1

"9

'-6

3/1

6"

2'-0

"

4'-5 1/8"

1'-11 1/4" 12'-10"

104'-3 9/16"

10'-4 15/16" 2'-4" 22'-7 7/8" 2'-4 1/4" 22'-7 3/4" 2'-4 1/4" 22'-1" 2'-7 5/16"

4'-0" 2'-7" 1'-6" 4'-0" 3'-10" 4'-0" 3'-10" 4'-0" 1'-5 7/8" 1'-5 7/8" 4'-0" 3'-10" 4'-0" 3'-10" 4'-0" 1'-5 7/8" 1'-5 7/8" 4'-0" 3'-7 1/2" 4'-0" 3'-1 1/2" 4'-0" 1'-10 1/8"

2'-10 1/8" 21'-7 1/4" 3'-0" 21'-6 1/2" 3'-0 1/2" 8'-8 5/8"

9 3/4" 5'-10" 1'-3" 7'-1" 5'-10" 9 1/2" 6 1/4" 5'-6" 1'-10" 5'-10" 1'-10" 5'-6" 6 1/4"

3'-5

5/8

"1

7'-2

1/4

"1

'-1

0 1

/4"

16

'-9

"2

'-6

"8

'-5

1/2

"3

'-2

7/1

6"

1'-4

1/2

"5

'-1

0"

1'-3

"

1'-2

1/2

"

5'-1

0"

3'-1

1/4

"5

'-1

0"

1'-2

1/2

"

53

'-5

1/1

6"

3'-11 1/2" 8'-4"

14

'-1

"2

'-4

3/4

"

44

'-6

11

/16

"

2'-1

0 5

/8"

22

'-1

0"

2'-4

"1

6'-6

1/1

6"

2'-5

"4

'-0

"3

'-1

1/2

"4

'-0

"3

'-7

1/2

"4

'-0

"1

'-8

"3

'-4

9/1

6"

4'-0

"3

'-7

1/2

"4

'-0

"1

'-6

"

26'-9"

5'-2" 18'-6 3/8" 3'-0 5/8"

3'-11 1/2" 8'-4"

1'-10 1/8"

1'-1

0 1

/8"

1'-4 1/8" 11'-11 1/2" 8'-0 1/4" 6'-6" 5'-10 1/4" 6'-1 3/4" 6'-6" 28'-11 7/16" 11'-2" 5'-0" 8'-5 3/8"

11'-11 11/16"

13'-9 3/4" 1'-3 1/8"

1'-3 1/8"13'-9 3/16" 16'-3 1/8" 1'-8 11/16" 6'-0" 1'-11" 23'-0" 1'-6"

1'-9

1/8

"

1'-9 1/8"

12'-2" 14'-7 13/16" 2'-1" 6'-6"

2'-5"1'-6 3/16"

12'-11 13/16" 2'-1" 6'-5 1/2" 2'-5 1/2"1'-0 11/16"

20'-5 5/16" 2'-1" 6'-6" 2'-5"

2'-2 3/16"

1'-4 1/8"

29

'-1

0 5

/8"

2'-1

0 5

/8"

4'-6

"3

'-5

1/2

"5

'-8

7/1

6"

12

'-3

7/1

6"

11

'-1

3/1

6"

5'-2

13

/16

"1

9'-3

3/8

"

1'-3

1/8

"

8"

8"

6 1

/2"

6 5/16"

8"

6"

6"

8 5/8"

8 5/8"

6"

6"

6"

6"

6"

6"

6"

6"

6"

8"

13

'-1

9/1

6"

8'-4

"9

'-1

7/8

"1

9'-9

3/8

"

8'-1

1 1

/2"

4'-1

"

4'-8"

1'-3

1/1

6"

1'-3

1/8

"

1'-3 1/8"

EW101-2

EW100-1

P100

S100

S100

S100

S100

EW101-2

EW100-1

EW101

EW101

EW101EW101

EW101

EW101

EW101-2

EW101-2

EW101-2

EW100-1

EW100-1

EW101-2EW101-2

EW101-2

EW100-1EW100-1EW100-1

EW100-1

EW101-2EW101-2

P100

P102

P100

P100

P100

P100

P100

P100

P103P103

P104

P103

P103

P103

P103

P103

P103

P103

P103

EW101-2

EW101-2

EW100-1

EW100-1 EW100-1 EW100-1 EW100-1

EW100-1

EW100-1

EW100-1

EW101-2

EW101

EW101

EW101-2

EW101

100

202

201

203

016.3

103.3

204205207

206208

N

10 TREADS @ 1" - 0"

10'-0"

9 TREADS @ 1' - 0"

9'-1"

9 TREADS @ 1' - 0"

9'-0"

10

TREAD

S @

1' -

0"

10

'-0

"

9 T

READ

S @

1' -

0"

9'-1

" A6.14

FRR 1HR

FRR 1HR

FRR 1HR

FRR 1HR FRR 1HR

FRR 1HR

FRR 1HR

DRAWINGFILE

CHECKED DATE

DRAWING TITLE

REVISION

PROJECT TITLE

DRAWN

key plan

DATENO. REVISION BY

REVISIONS

seal


PROJECT ADRESS







A4.2 Wall Sections

A4.1 Wall Sections

A3.2 Elevations

A3.1 Elevations







A6.1 Enlarged Plans

A7.1 Schedules



A2.3

Floor Plan - L200

BZT 08/14/15


Branden T.

S-15


3/16" = 1'-0"1

L200 - FIN. FLOOR

UP

UP

A3.2

A3.2

1

2

eA eC eD eE

e2

eB

Dy

1267 SF

GRATEZ - DEELERREAL-ESTATE

BROKERS

303

2082 SF

NEXTGENERATION

DESIGNARCHITECTS

305

79 SF

ELEVATOR

102

285 SF

STAIR

103

210 SF

STAIR

016

159 SF

WR.

301

154 SF

WR.

302

1512 SF

LEASEABLE

306

126 SF

PART. OFF.

304.4

125 SF

PART. OFF.

304.3

125 SF

PART. OFF.

304.6

116 SF

LUNCH ROOM

304.2

165 SF

BOARD RM.

304.5

313 SF

RECPT.

304

956 SF

OPEN OFFICE

304.1

eFa

1

A4.1

3

A4.2

2

A4.1

3

A4.1

1

A4.2

2

A4.2

eF

e1

e3

e4

e3.1

1

2

3

4

A

24'-0" 25'-0" 11'-2" 13'-10" 24'-0" 26'-4"

3'-4

"7

'-9

"1

7'-3

"2

2'-0

"2

1'-0

"

3'-2" 12'-8"

30

'-8

9/1

6"

19

'-8

1/4

"

127'-11 1/4"

60'-3" 67'-8 1/4"

3'-4 7/8" 2'-6 1/4" 5'-10" 2'-7 3/4"

2'-4 1/2"

9 3/4" 5'-10" 1'-3" 5'-10" 1'-3" 5'-10" 9 3/4"

2'-4 1/2"

1'-3 1/8" 5'-10" 1'-8 5/8" 5'-10" 2'-1 7/8" 5'-10"

1'-3 1/8"

3'-0 1/8"

2'-10 1/8" 21'-7 1/4" 3'-0" 21'-6 1/2" 3'-0 1/2" 8'-8 5/8"

9 3/4" 5'-10" 1'-3" 5'-10" 7'-1" 9 1/2" 7'-10 1/4" 5'-10" 7'-10 1/4"

3'-5

5/8

"2

3'-3

3/8

"

3'-1

1 1

3/1

6"

5'-1

0"

3'-1

5/1

6"

5'-1

0"

4'-6

1/4

"

97

'-8

7/8

"

26

'-3

"6

3'-1

1 1

/4"

7'-6

5/8

"

2'-3

"1

9'-7

1/8

"2

'-0

"2

0'-0

"2

'-0

"1

4'-1

1"

3'-2

1/8

"5

'-5

1/8

"2

'-1

1/2

"

1'-1

0 7

/8"

4'-0

"2

'-0

"4

'-0

"2

'-0

1/4

"4

'-0

"1

'-8

"2

'-3

3/4

"4

'-0

"2

'-0

"4

'-0

"2

'-0

1/4

"4

'-0

"1

'-8

"2

'-2

"4

'-0

"3

'-1

"4

'-0

"1

'-8

"

1'-9

3/4

"3

'-0

"1'-1

3/8

"

127'-11 1/4"

12'-10 1/4" 88'-10 5/16" 26'-2 11/16"

2'-5 5/8" 10'-4 5/8" 2'-7 7/8" 9'-2" 2'-4" 22'-7 7/8" 2'-4 1/4" 22'-7 3/4" 2'-4 1/4" 22'-1" 2'-7 5/16"

3'-4 1/2" 4'-0" 3'-3 7/8"

2'-6" 4'-0" 2'-8" 1'-6" 4'-0" 3'-10" 4'-0" 3'-10" 4'-0" 1'-5 7/8" 1'-5 7/8" 4'-0" 3'-10" 4'-0" 3'-10" 4'-0" 1'-5 7/8" 1'-5 7/8" 4'-0" 3'-7 1/2" 4'-0" 3'-1 1/2" 4'-0" 1'-10 1/8"

26'-9"

5'-1 3/8" 18'-7" 3'-0 5/8"

53

'-5

1/1

6"

44

'-6

11

/16

"

3'-5

5/8

"1

7'-2

1/4

"1

'-1

0 1

/4"

16

'-9

"2

'-6

"8

'-5

1/2

"1

'-1

1 5

/16

"1

'-3

1/8

"

1'-1

13

/16

"5

'-1

0"

3'-1

5/1

6"

5'-1

0"

1'-3

1/8

"1

'-1

5/8

"5

'-1

0"

2'-1

15

/16

"5

'-1

0"

1'-9

3/8

"1

'-4

5/8

"5

'-1

0"

1'-2

7/8

"

2'-1

0 5

/8"

22

'-1

0"

2'-4

"1

6'-6

1/1

6"

2'-5

"4

'-0

"3

'-7

1/2

"4

'-0

"2

'-7

1/2

"4

'-0

"2

'-2

"3

'-4

9/1

6"

4'-0

"3

'-7

1/2

"4

'-0

"1

'-6

"

6 1

/2"

6 5/16"

8"

6"

6"

5 1/2"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

3 3/4"

3 5

/8"

8"

8"

8"

7'-2 5/8" 6'-6" 60'-1 3/4"11'-3"

5'-0"

8'-7 5/8" 11'-9 1/4" 13'-9 3/4"

13'-8 3/8" 8'-4" 8'-6 5/8" 8'-0" 12'-9 1/4" 12'-9 3/4"

5'-10 1/2" 6'-3 11/16" 26'-8 1/8" 6'-6" 3'-1 11/16" 10'-6" 8'-7 13/16" 6'-10 3/16" 9'-3 1/2" 2'-10" 11'-4 1/2"

10'-1"

33

'-1

9/1

6"

5'-5

15

/16

"2

'-1

0"

5'-0

1/2

"3

'-4

1/2

"1

8'-1

1/2

"

9'-3

1/2

"1

'-1

0 1

/2"

1'-6

"8

'-9

"6

'-1

0 1

/2"

2'-1

1 1

/2"

10

'-3

"5

'-0

"4

'-6

"6

'-3

3/8

"7

'-1

1 5

/8"

3'-1

1 3

/16

"

25

'-1

13

/16

"

4'-7

13

/16

"

12

'-1

9/1

6"

9'-4

"2

8'-1

1 1

/4"

EW101-2

P100

S100

S100

S100

S100

EW100-1

EW101EW101

EW101EW102b

EW101

EW100-1

EW101

EW101

EW100-1

EW101-2

EW101-2

EW101-2

EW100-1

EW100-1

EW100-1

EW101-2EW101-2EW101-2

EW101-2

EW100-1EW100-1EW100-1

EW100-1

EW101-2EW101-2

P103

P100

P100

P100

P102

P100

P103

P100

P100

P103

P103

P103

P103

P103

P103

P103

P103

P103

P103

P103

P103

P103

P103

P103

EW101-2

EW101-2

EW100-1

EW100-1

EW100-1

EW100-1EW102b EW100-1

EW100-1

EW100-1

EW100-1

EW100-1

EW100-1

EW101

EW101-2

P100

EW101-2

EW101

EW101

N

302

301

103.4

016.4

306 304

305

303

304.5

304.6

304.4

304.3

304.2

306.2

ROOFACCESS

10 TREADS @ 1' - 0"

10'-0"

9 TREADS @ 1' - 0"

9'-1"

9 T

READ

S @

1' -

0"

9'-0

"

10

TREAD

S @

1' -

0"

10

'-0

"

A6.15

FRR 1HR

FRR 1HR

FRR 1HR

FRR 1HR

FRR 1HR

DRAWINGFILE

CHECKED DATE

DRAWING TITLE

REVISION

PROJECT TITLE

DRAWN

key plan

DATENO. REVISION BY

REVISIONS

seal


PROJECT ADRESS







A4.2 Wall Sections

A4.1 Wall Sections

A3.2 Elevations

A3.1 Elevations







A6.1 Enlarged Plans

A7.1 Schedules



A2.4

Floor Plan - L300

BZT 08/14/15


Branden T.

S-15


3/16" = 1'-0"1

L300 - FIN. FLOOR

UP

A3.1

1

A3.2

A3.2

1

2

eA eC eD eE

e2

eB

Dy

79 SF

ELEVATOR

102

285 SF

STAIR

103

264 SF

STAFF / MEETING

401.5

172 SF

PVT. OFFICE

401.2

138 SF

NURSE

401.6213 SF

OR

401.7

151 SF

RECPT.

401

148 SF

WR.

401.3

154 SF

WR.

401.4

162 SF

CORRIDOR

401.1

91 SF

ENSUITE

401.2A

84 SF

CORRIDOR

400

42 SF

CLOSET

400.1

eFa

3

A4.2

1

A4.2

eF

e1

e3

e4

e3.1

1

2

3

UpA UpB UpC

Up1

Up2

24'-0" 25'-0" 11'-2" 13'-10" 24'-0" 26'-4"

30

'-8

9/1

6"

19

'-8

1/4

"

7'-9

"1

7'-3

"2

2'-0

"2

1'-0

"

12'-8"

8'-9

13

/16

"2

2'-0

"1

9'-1

5/8

"

1'-9 1/2"

11'-2 9/16" 1'-1"

77'-9"

41

'-1

1"

73'-4"

41

'-1

1"

11'-2 9/16"

2'-0

1/2

"3

0'-2

"2

'-2

7/1

6"

5'-1

1 1

3/1

6"

8'-2 3/8" 2'-10" 30'-2" 3'-8 1/8" 28'-5 1/8"

8'-4

7/8

"1

5'-7

9/1

6"

9 1

/4"

15

'-2

1/2

"9

1/4

"1

'-0

3/4

"

1'-7 5/16" 11'-3 15/16" 9 1/4"

1'-6

3/4

"

1'-6 3/4"

1'-6 3/4"

1'-8

1/4

"

1'-10"

1'-1

0"

1'-10"

1'-1

0"

1'-10"

8'-8

"7

'-3

1/4

"1

6'-4

1/2

"7

'-3

1/4

"1

4'-3

5/8

"7

'-3

1/4

"6

'-1

0 1

/8"

32

'-3

3/4

"7

'-3

1/4

"1

4'-3

5/8

"7

'-3

1/4

"6

'-1

0 1

/8"

7'-0 5/8" 18'-1 1/8" 7'-0 5/8" 17'-5 5/16" 7'-0 5/8" 8'-4 1/4"

8'-11 1/2" 7'-0 5/8"7'-0 5/8" 8'-4 3/8"

8'-11 1/2" 7'-0 5/8"7'-0 5/8" 8'-4 3/8"

8'-8

"7

'-3

1/4

"

8'-8

"7

'-3

1/4

"

1'-2

5/8

"8

'-2

3/8

"1

4'-7

11

/16

"6

'-0

"1

0'-9

7/1

6"

1'-2

5/8

"1

2'-5

3/1

6"

5'-4

1/4

"3

'-0

15

/16

"9

'-9

13

/16

"8

'-1

1 5

/16

"

7'-5

7/1

6"

4'-8

1/8

"9

'-4

"8

7/8

"

2'-11 1/8" 7'-6 7/8" 9'-3" 5'-6 3/16" 2'-5 13/16" 17'-9 3/8" 3'-5 5/8"

2'-2"

6'-1"

1'-1

0 3

/4"

4'-0

1/2

"1

'-4

3/4

"

EW102

S100

EW102

EW102

S100

EW102

EW102

EW102

EW102

EW102

EW102EW102

EW102

EW102

P103P103

P103

P101

P101

P103

P103

P103P103

P101

P101

P102

P103

P100

S100

P101

P101

EW105

EW105

TYP. PRE MANUFACTURED SKYLIGHTON 8" CMU REFER TO SECTION

RF102-1

RF102-2

FL102

RF102-3

RF101

TERRACE BELOW

CANOPY BELOW

TYP. PRE MANUFACTURED SKYLIGHTON 8" CMU REFER TO SECTION

N

PRE- MANUFACTURED GLASSRAILING REFER TO MANUFACTURESHOP DRAWINGS

401.5A

103.5

401

401.2

401.2A

401.1

401.3

401.4

400.1

401.7

401.6

401.5 ROOFACCESS

9 TREADS @ 1' - 0"

9'-0"

9 TREADS @ 1' - 0"

9'-0"

RF103-2

DRAWINGFILE

CHECKED DATE

DRAWING TITLE

REVISION

PROJECT TITLE

DRAWN

key plan

DATENO. REVISION BY

REVISIONS

seal


PROJECT ADRESS







A4.2 Wall Sections

A4.1 Wall Sections

A3.2 Elevations

A3.1 Elevations







A6.1 Enlarged Plans

A7.1 Schedules



A2.5

Floor Plan L400

BZT 08/14/15


Branden T.

S-15


3/16" = 1'-0"1

L400 - FIN. FLR. ROOF

FRR 1HR

FRR 1HR

FRR 1HR

L100 - ENTRY834'-7 3/4"

U/S STEEL DECK882'-7 3/4"

L200 - FIN. FLOOR841'-1 3/4"

L300 - FIN. FLOOR855'-1 3/4"

L400 - FIN. FLR.ROOF

868'-1 3/4"

eA eC eD eEeB Dy

L000 - BASEMENT825'-11 3/4"

B/0 FOOTING824'-5 3/4"

eFa

3

A4.2

2

A4.1

2

A4.2

eFA UpA UpB UpC

3'-2" 12'-8" 11'-4" 23'-2 1/2" 1'-9 1/2" 11'-2" 13'-10" 24'-0" 14'-0 7/16" 11'-2 9/16" 1'-1"

14

'-6

"1

3'-0

"1

4'-0

"6

'-6

"8

'-8

"1

'-6

"

50

'-6

"

14

'-6

"1

4'-0

"2

1'-6

"6

"

2'-4

"1

'-8

"1

7'-6

"3

'-6

"

3'-4

"

1'-2

7/1

6"

5'-2

1/4

"

6 5

/16

"

3'-8

11

/16

"

6 5

/16

"

3'-6

"1

0"

4'-5

"6

"

3'-5

11

/16

"

3'-3

5/1

6"

3'-2

"

2'-6

7/1

6"

7 9

/16

"6

'-6

"1

'-6

"3

'-4

3/8

"

2'-1

5/8

"

6'-1

1"

3'-6

"

2'-9 11/16"

50

'-0

"6

"1

0'-1

7/8

"1

'-0

1/8

"

2'-7

1/2

"7

'-6

1/2

"

4 1

/4"

3'-0

"

1'-1

0"

1'-8

"1

1'-2

"1

'-1

0"

1'-8

"9

'-2

"1

'-1

0"

6'-6

"

14

'-4

"3

5'-8

"

4'-0

"2

'-7

"3

'-5

"2

'-7

"

1'-9

"

2'-0

"1

2'-4

"2

'-2

"1

3'-0

"6

'-1

1 3

/4"

7'-0

1/4

"

3'-8

"1

'-0

"

8'-6

"1

'-0

"

2'-3 3/4" 6'-3" 6'-4" 2'-7 13/16"

2'-7 3/16"

5'-6" 1'-11" 3'-4 7/8"4'-0"8'-0"4'-0"3'-3" 3'-7"4'-0"8'-0"4'-0"

3'-2 7/8"

2'-10 1/8"4'-0"8'-0"4'-0"3'-4 1/4" 4'-7 1/2"2'-6"4'-6"2'-6"4'-5"4'-5 7/8"

6'-1"6'-4"6'-11"6'-1"

2'-2 1/2"

4'-11"7'-7"6'-9"6'-11"6'-10"4'-0"5'-5"5'-3"7'-5"1'-4"

4'-4 1/4"

1'-2 5/8"

4'-0 3/8"

3'-3 1/2"

2'-7" 6'-10 1/4" 5'-6 1/2" 5'-6 1/2" 5'-6 1/2" 6'-8 1/4"

1'-6"

2'-2 1/8"

2'-8 7/8"

4'-9 5/8" 7'-0 3/8" 6'-10" 5'-10"

1'-2 1/4"

2'-0

"6

'-1

1/2

"

401.5A

103.1016

L100 - ENTRY834'-7 3/4"


L200 - FIN. FLOOR841'-1 3/4"

L300 - FIN. FLOOR855'-1 3/4"


868'-1 3/4"

e2

L000 - BASEMENT825'-11 3/4"

B/0 FOOTING824'-5 3/4"

1

A4.1

3

A4.11

A4.2

e1e3e4 e3.1 1234 Up13'-4" 7'-9" 8'-5 3/16" 8'-9 13/16" 18'-11 3/16" 3'-0 13/16" 21'-0" 6'-7 3/4" 19'-8 1/4"

14

'-6

"1

3'-0

"1

4'-0

"6

'-6

"8

'-8

"1

'-6

"

50

'-6

"

14

'-6

"1

4'-0

"2

1'-6

"6

"

5'-0

"3

'-6

"6

'-1

1"

2'-1

"1

'-8

"

1'-1

0"

1'-6

"6

'-6

"7

9/1

6"

2'-6

7/1

6"

3'-4

"

4'-0

"1

0'-6

"

2'-7

"3

'-5

"2

'-7

"

1'-1

1"

3'-6" 7'-11 1/2" 7'-11 1/2" 3'-5" 3'-3" 7'-10" 5'-1 7/16" 3 5/8" 4'-1 1/2" 4'-4" 3'-6" 9'-9" 3'-6" 3'-6" 5'-1 1/4" 5'-1" 3'-6"

4'-1 1/2" 4'-4"3'-6" 5'-1 1/4" 5'-1" 3'-6"

3'-6" 9'-9" 3'-6"

2'-7

1/2

"7

'-6

1/2

"

4 1

/4"

3'-6

"

35

'-8

"

3'-0

"4

'-4

"1

'-8

"5

'-0

"2

'-6

"

1'-8

" 1'-9

13

/16

"

3'-0

3/1

6"

5'-0

"3

'-2

"1

'-9

"1'-9

"

2'-2

"5

13

/16

"1

'-1

0"

5'-0

"3

'-3

5/1

6"

3'-5

11

/16

"

6"

4'-5

"1

0"3

'-6

"

5"

3'-1

0"6

"5

'-2

"1

'-3

"

1'-0

"3

'-0

"

1'-0

"8

'-6

"

9'-6

"

10

'-1

7/8

"1

'-0

"

3'-2

"1

'-0

"

1'-5 3/16" 6'-7 13/16"

4'-6 3/16"

6'-0" 7'-1"

1'-3 13/16"

6'-2 1/8" 5'-3" 4'-9"

2'-9 1/4"

8'-9 3/4"

4'-7 5/16" 7'-6" 5'-8 1/4"

2'-9 3/16"

4'-8" 5'-2"

3'-1 3/8"

8'-4 7/8"

4'-0

"2

'-7

"3

'-5

"2

'-7

"1

'-9

"

PRE FINISHED ACM PANELS

PRE MAN. GLASS RAILING

PRE MAN. SKYLIGHT

EFIS PARAPET MOLDING

MANUFACTURED STONE

YELLOW BRICK

TYP. RED BRICK REVEAL


ALUM. WINDOW

RED BRICK

ALUM. CURTAIN WALL

MANUFACTURED STONE BEYOND

PRE FINISHED ACM PANELS BEYOND

NEW C.I.P. CONC. FND BEYOND



YELLOW BRICK

ALUM. WINDOW


YELLOW BRICK

NEW C.I.P. CONC. FND C/W FOOTING

ALUM. CURTAIN WALL


YELLOW BRICK COLUMN

PRE CAST CAP

MANUFACTURED STONE

NEW C.I.P. CONC. FND. C/W FTNG

EXISTING C.I.P. FND C/W FTGNS

100

DRAWINGFILE

CHECKED DATE

DRAWING TITLE

REVISION

PROJECT TITLE

DRAWN

key plan

DATENO. REVISION BY

REVISIONS

seal


PROJECT ADRESS







A4.2 Wall Sections

A4.1 Wall Sections

A3.2 Elevations

A3.1 Elevations







A6.1 Enlarged Plans

A7.1 Schedules



A3.1

Building Elevations

BZT 08/14/15


Branden T.

S-15


1/8" = 1'-0"1

SOUTH ELEVATION

1/8" = 1'-0"2

EAST ELEVATIONS

TYPICAL NOTES:-ALL WINDOWS AND CURTAIN WALLS TO BEREFEREED TO WINDOW SCHEDULE FORDIMENSION AND TYPE

-ALL PRE CAST WINDOW TRIM TO BE REFEREEDTO WINDOW SCHEDULE FORDIMENSION AND TYPE

-ALL ACM AT PARAPET TO BE RETURNED OVERTHE TOP, REFER TO SECTIONS

-PRE MANUFACTURED EQUIPTMENT TO BEREFERED TO MANUFACTURE SHOP DRAWINGS

NEW C.I.P. FND C/W FTGNS

MANUFACTURED STONE

ALUM. CURTAIN WALL

PRE FINISHED ACMPANELS

PRE MAN. GLASS RAILING


ALUM. WINDOW

PRE MAN SKYLIGHTPRE MAN GLASS RAILING


MANUFACTURED STONE


ALUM. WINDOW

STANDING SEAM COPPER PANELS TYP 1' O/C


TYP. RED BRICK REVEAL

YELLOW BRICK

ALUM. WINDOWS


MANUFACTURED STONE


PRE FINISHED ACMPANELS BEYOND

MANUFACTUREDSTONE BEYOND

ALUM.CURTIAN WALLBEYOND

PRE FINISHED ACMPANELS BEYOND

MANUFACTURED STONE BEYOND

YELLOW BRICK BEYOND

YELLOW BRICK BEYOND

RED BRICK REVEAL BEYOND

NEW C.I.P. FND C/W FTGNS

EXISTING FND C/W FTGNS NEW C.I.P. PEIR FND C/W FTGNS

NEW C.I.P. FND BEYOND

L100 - ENTRY834'-7 3/4"


L200 - FIN. FLOOR841'-1 3/4"

L300 - FIN. FLOOR855'-1 3/4"


868'-1 3/4"

eAeCeDeE eBDy

L000 - BASEMENT825'-11 3/4"

B/0 FOOTING824'-5 3/4"

eFa

3

A4.22

A4.1

2

A4.2

eF AUpAUpBUpC3'-2"12'-8"11'-4"23'-2 1/2"1'-9 1/2"11'-2"13'-10"24'-0"14'-0 7/16"11'-2 9/16"1'-1"

1'-6

"

8'-8

"6

'-6

"1

4'-0

"1

3'-0

"1

4'-6

"

50

'-6

"

6"

35

'-8

"1

4'-4

"

10

'-4

"4

'-0

"

1'-9

"

50

'-6

"

6"

13

'-6

1/4

"2

2'-1

3/4

"1

4'-4

"

3'-0

"

4 1

/4"

7'-6

1/2

"2

'-7

1/2

"

1'-0

"3'-0

"1'-0

"3'-4

"1

'-8

"5

'-0

"2

'-6

"3

'-6

"3

'-0

"5

'-0

"3

'-2

"1

'-9

"

1'-9

"

1'-1

0"

2'-7

" 5'-1

1"

4'-0

"

21

'-6

"1

4'-2

"

3'-0

"1'-0

"3'-4

"1

'-8

"5

'-0

"2

'-6

"1'-9

"

1'-9

"

3'-0

"5

'-0

"3

'-2

"1

'-9

"

1'-9

"

1'-1

0"

2'-7

"

3'-5

"2

'-6

"

11

'-1

7/8

"

1'-0

"1

0'-1

7/8

" 4'-2

"

1'-0

"3

'-2

"

9'-6

"

1'-0

"8

'-6

"

1'-0

"3

'-0

"

1'-10 1/4" 9'-2 9/16" 4'-0 3/16" 7'-4" 10'-0 1/2" 7'-7" 6'-9" 6'-11" 6'-10" 4'-0" 5'-5" 5'-3" 7'-5" 1'-6"

84'-1 1/2"

11'-2 9/16" 5'-9 11/16" 6'-7" 2'-11 1/16"

2'-3 3/4"

4'-11 3/16" 8'-11" 7'-0" 6'-8" 6'-11" 9'-4" 5'-1 3/4"

6'-10 3/4" 7'-10 1/4" 7'-10 1/2" 10'-6 1/2" 6'-8 3/4" 6'-8 3/4" 12'-0 1/2" 8'-7 1/2" 4'-5" 11'-1 1/2" 6'-8 1/4" 6'-8 1/4" 11'-2" 6'-8 3/4" 6'-8 1/2" 4'-1"2'-10 1/8"

4'-0"7'-11 1/2"7'-10 1/4"4'-1" 4'-1"6'-8 3/4"6'-8 3/4"4'-1" 5'-6"5'-6" 4'-1"4'-1 5/8" 4'-1"6'-8 1/4"6'-8 1/4"4'-1" 4'-1"6'-8 1/2"6'-8 3/4"4'-1"

4'-1"7'-10 1/2"7'-10 1/4"4'-1" 4'-1"6'-8 3/4"6'-8 3/4"4'-1" 5'-6"5'-6" 4'-1"4'-1 5/8" 4'-1"6'-8 1/4"6'-8 1/4"4'-1" 4'-1"6'-8 1/2"6'-8 3/4"4'-1"



MANUFACTURED STONE

YELLOW BRICK



YELLOW BRICK COLUMN

MANUFACTURED STONE

ALUM. WINDOWS

C.I.P. CONC. FND C/W FOOTING


PRE. MAN. GLASS RAILING


YELLOW BRICK

MANUFACTUREDSTONE


ALUM. WINDOWS

PRE FINISHEDACM PANELS

C.I.P. FND BEYOND

EXISTING C.I.P FND C/W FOOTINGNEW C.I.P. PEIR FND C/W FOOTING

MANUFACTURED STONE ALUM. WINDOW

NEW C.I.P. FND C/W FOOTING

ALUM. WINDOWYELLOWBRICK

L100 - ENTRY834'-7 3/4"


L200 - FIN. FLOOR841'-1 3/4"

L300 - FIN. FLOOR855'-1 3/4"


868'-1 3/4"

e2

L000 - BASEMENT825'-11 3/4"

B/0 FOOTING824'-5 3/4"

1

A4.1

3

A4.1

1

A4.2

e1 e3 e4e3.11 2 3 4Up1Up219'-8 1/4" 6'-7 3/4" 1'-10 3/8" 19'-1 5/8" 3'-0 13/16" 18'-11 3/16" 8'-9 13/16" 8'-5 3/16" 7'-9" 3'-4"

14

'-6

"1

3'-0

"1

4'-0

"6

'-6

"8

'-8

"

1'-6

"

50

'-6

"

14

'-4

"3

5'-8

"6

"

1'-0

"3'-0

"6

'-0

"5

'-0

"2

'-6

"1'-8

"1'-1

0"3

'-0

"5

'-0

"3

'-2

"1

'-8

"1'-1

0"

4'-0

"2

'-7

"3

'-5

"2

'-7

"1

'-9

"

2'-6

"2

'-0

"6

'-0

"

2'-0

"1

2'-6

"2

'-0

"1

2'-0

"1

'-0

"2

0'-6

"6

"8

'-2

"1

'-6

"

3'-0

"1

'-0

"

8'-6

"1

'-4

"

6'-10 7/8" 9'-0" 6'-10 1/2"

6'-10 7/8" 9'-0" 6'-10 1/2"

9'-10 1/8" 9'-0" 7'-2 1/2"

3'-6" 6'-3 5/8" 6'-3 1/2" 3'-6" 3'-6" 6'-6" 6'-6" 3'-6" 3'-6" 7'-11" 3'-6" 2'-3" 4'-8" 4'-8" 2'-6"

3'-4

"

2'-6

7/1

6"

7'-1

9/1

6"

1'-6

"

3'-6

"

2'-1

"6

'-1

1"

3'-6

"5

'-0

"

3'-4

"

3'-8 1/8" 5'-4" 6'-10" 6'-9" 6'-11" 6'-1" 6'-8" 3'-6" 7'-11" 1'-0"

3'-8 11/16" 6'-9 1/4" 5'-6 1/2" 5'-6 1/2" 5'-6 1/2" 6'-8 1/4" 2'-1" 4'-0 3/16" 2'-0 1/8"

10

'-2

"1

'-0

"

11

'-2

"

1'-0

"8

'-6

"


STRUCTURAL POST REFER TO STRUCT. DGNS.


ALUM. CURTAIN WALL


PRE. MAN. SKYLIGHT EFIS PARAPET MOLDING

YELLOW BRICK

TYP. REB BRICK REVEAL

MAUFACTURED ARCH. STONE


PREFINISHED ACM PANELS

ALUM. CURTAIN WALL

MANUFACTURED ARCH. STONE

PRE FINISHED ACM PANELSBEYOND

MANUFACTURED ARCH.STONE BEYOND


YELLOW BRICK BEYOND


ALUM. WINDOW BEYOND

ALUM. WINDOW BEYOND

ALUM. WINDOW BEYOND

YELLOW BRICK BEYOND

PRE FINISHED ALUM PANELS

ALUM. WINDOW

STANDING SEAM COPPER PANELS TYP. 1' O/C

RED BRICK

YELLOW BRICK

ALUM. WINDOW

ALUM. CURTAIN WALL

RED BRICK REVEAL

NEW C.I.P. CONC. FDN. C/W FOOTING

EXISTING FOUNDATION C/W FOOTINGNEW PEIR FDN. C/W FOOTING

NEW C.I.P. FDN. C/W FOOTING

DRAWINGFILE

CHECKED DATE

DRAWING TITLE

REVISION

PROJECT TITLE

DRAWN

key plan

DATENO. REVISION BY

REVISIONS

seal


PROJECT ADRESS







A4.2 Wall Sections

A4.1 Wall Sections

A3.2 Elevations

A3.1 Elevations







A6.1 Enlarged Plans

A7.1 Schedules



A3.2

Building Elevations

BZT 08/14/15


Branden T.

S-15


1/8" = 1'-0"1

NORTH ELEVATION

1/8" = 1'-0"2

WEST ELEVATION

TYPICAL NOTES:-ALL WINDOWS AND CURTAIN WALLS TO BEREFEREED TO WINDOW SCHEDULE FORDIMENSION AND TYPE

-ALL PRE CAST WINDOW TRIM TO BE REFEREEDTO WINDOW SCHEDULE FORDIMENSION AND TYPE

-ALL ACM AT PARAPET TO BE RETURNED OVERTHE TOP, REFER TO SECTIONS

-PRE MANUFACTURED EQUIPTMENT TO BEREFERED TO MANUFACTURE SHOP DRAWINGS

L100 - ENTRY834'-7 3/4"


L200 - FIN. FLOOR841'-1 3/4"

L300 - FIN. FLOOR855'-1 3/4"


868'-1 3/4"

L000 - BASEMENT825'-11 3/4"

B/0 FOOTING824'-5 3/4"

eFa

94 SF

MACHINE

007

301 SF

LOBBY

101

1267 SF

GRATEZ - DEELERREAL-ESTATE

BROKERS

303

44 SF

VEST.

100

14

'-6

"1

3'-0

"1

4'-0

"6

'-6

"8

'-8

"1

'-6

"

2'-7

1/2

"

10

'-1

0 3

/4"

3'-7

1/4

"3

'-0

3/4

"5

'-0

"3

'-0

"3

'-7

1/4

"3

'-1

0 1

/2"

1'-1

1 7

/16

"1

'-1

1 1

/16

"1

'-9

"1

'-1

0 1

/4"

EW102b

EW100-1

EW101-2

EW102-3

EW100-1

12

'-6

"4

'-2

"EW102

16

'-8

"

FL104

FL104

2'-0"

1'-5"

1'-2

1/2

"

EW102

1'-10"

1'-4

"

11'-2 1/16"

S100

P100

S100

A5.17

A5.11

A5.13

A5.15

CONC. WALL BEYOND

A5.15

Sim

A5.15

Sim

A5.22

Sim

A5.23

Sim

UpB UpC

FL101

L100 - ENTRY834'-7 3/4"

L200 - FIN. FLOOR841'-1 3/4"

L300 - FIN. FLOOR855'-1 3/4"


868'-1 3/4"

L000 - BASEMENT825'-11 3/4"

B/0 FOOTING824'-5 3/4"

7'-0

"6

'-1

1"

6'-6

"4

'-6

"

13

'-0

"1

4'-0

"6

'-6

"6

"

1'-0

"6

1/8

"

7 1

/2"

1'-7

3/8

"1

'-9

"1

0"

8"

1'-5

1/2

"

10

3/4

"

9 3

/4"

1'-4

"

1'-5

"1

3'-9

"1

2'-0

"2

'-0

"1

1'-0

"2

'-0

"

10

"

1'-2

"

EW100b

EW100-1

EW102b

EW100-1

494 SF

LEASEABLE

013

780 SF

WEALTHIER-BILLDERFINANCIAL

205

125 SF

PART. OFF.

304.6

FL102

FL100

FL102

8'-6

"1

'-4

"

EW100-1

EW100-1

EW100-1

FW202

1'-1" 1'-9 5/8"

2'-10 5/8" A5.19

A5.22

A5.23

A5.16

A4.23

Sim

A5.16

Sim

EFIS CORNICE MOULDINGREFER TO TRIM SCHEDULE

e4

855'-7 3/4"

L100 - ENTRY834'-7 3/4"

L200 - FIN. FLOOR841'-1 3/4"

L300 - FIN. FLOOR855'-1 3/4"


868'-1 3/4"

eAeB

L000 - BASEMENT825'-11 3/4"

B/0 FOOTING824'-5 3/4"

14

'-0

"1

3'-0

"

6"

15

'-0

"

10

1/8

"7

'-0

"5

'-1

15

/16

"2

'-0

"

2'-1

1 3

/8"

10

1/2

"3

'-4

"

1512 SF

LEASEABLE

306

846 SF

LEASEABLE

207

662 SF

RTN FRUITSMEDIA

014

EW100-1

P100

6'-6

"

17

'-5

"4

'-3

"

A5.110

8 1/4"

1'-9 1/2"

4'-0

"

FL100

FL102

FL102

EW102b

EW101

EW101

1'-1" 1'-9 5/8"

2'-10 5/8"

1 1

/4"

FW202

FW200

RAILING BEYOND REFER TORAILING MANUFACTURERSHOP DRAWINGS

A5.19

Sim


A

DRAWINGFILE

CHECKED DATE

DRAWING TITLE

REVISION

PROJECT TITLE

DRAWN

key plan

DATENO. REVISION BY

REVISIONS

seal


PROJECT ADRESS







A4.2 Wall Sections

A4.1 Wall Sections

A3.2 Elevations

A3.1 Elevations







A6.1 Enlarged Plans

A7.1 Schedules



A4.1

Wall Sections

BZT 08/14/15


Branden T.

S-15


3/8" = 1'-0"1

SECTION LOBBY

3/8" = 1'-0"2

South Wall 3/8" = 1'-0"

3Small Addition

3

2

1

L100 - ENTRY834'-7 3/4"


L200 - FIN. FLOOR841'-1 3/4"

L300 - FIN. FLOOR855'-1 3/4"


868'-1 3/4"

L000 - BASEMENT825'-11 3/4"

B/0 FOOTING824'-5 3/4"

8'-8

"6

'-6

"1

4'-0

"1

3'-0

"1

4'-6

"1

'-0

"6

'-2

"

7'-1

"1

'-7

"7

'-1

"6

'-6

"6

'-1

1"

13

'-0

"7

'-0

"5

'-7

7/8

"

8 1

/8"

2" 8

5/8

"

10'-9 1/4"

S100 S100

4"

FL101

FL104

FL100

FL104

FL100

FL102

FL102

FL102

79 SF

ELEVATOR

102

79 SF

ELEVATOR

102

955 SF

CORRIDOR

001

789 SF

CORRIDOR

200

84 SF

CORRIDOR

400

301 SF

LOBBY

101

301 SF

LOBBY

101

94 SF

MACHINE

007

S100

EW102

S100

S100

S100

L100 - ENTRY834'-7 3/4"

L200 - FIN. FLOOR841'-1 3/4"

L300 - FIN. FLOOR855'-1 3/4"


868'-1 3/4"

L000 - BASEMENT825'-11 3/4"

B/0 FOOTING824'-5 3/4"

FW202 P100

FL103

EW100-1

FL102

FL102

FL100

2'-0

"1

3'-0

"1

4'-0

"6

'-6

"8

'-8

"

3'-6

"

4'-1

7/1

6"

3'-4

5/8

"

3'-1

0 1

/2"

3'-4

5/1

6"

3'-1

0 3

/16

"

3'-1

1 1

/8"

3'-1

0"

3'-2

"

3'-6

7/8

"

11 TREADS @ 8 1/2"

8'-2 5/8"

13 TREADS @ 1'-0"

13'-0"

10 TREADS @ 1'-0"

10'-0"

10 TREADS @ 1'-0"

10'-4 1/2"

5'-2"

7'-4"

1'-1

3/4

"1

'-7

1/4

"1

2'-3

"7

'-4

"9

"1

2'-5

"8

"7

15

/16

"7

'-4

1/1

6"

210 SF

STAIR

016

210 SF

STAIR

016

210 SF

STAIR

016

7'-9"

FL101

FL100

1'-0

"4

"3

'-5

"4

"

2" 4

"4

'-1

0"

4"

11

"

3'-4

"1

1'-8

"

15

'-0

"

1'-0 3/4"1'-9 5/8"

2'-10 3/8"

A5.18

A5.18

Sim

STEEL PAN STAIRS C/W CONC.TREADS REFER TO MANUFACTURESHOP DRAWINGS

STEEL PAN STAIRS C/W CONC.TREADS REFER TO MANUFACTURESHOP DRAWINGS

STAIR LANDING INTERGATED INTOSTAIR CONSTRUCTION REFERTO MANUFACTURER SHOP DWGS.


e3e3.1

L100 - ENTRY834'-7 3/4"


L200 - FIN. FLOOR841'-1 3/4"

L300 - FIN. FLOOR855'-1 3/4"


868'-1 3/4"

L000 - BASEMENT825'-11 3/4"

B/0 FOOTING824'-5 3/4"

2'-2

"1

4'-6

"1

3'-0

"1

4'-0

"6

'-6

"8

'-8

"

4'-2

"1

1'-8

"

1'-3 3/4"

1'-2

1/2

"

1'-6

"

EW102

EW102

FL104 FL103

FL103FL104

FL100 FL100

FL102

P104

P101

219 SF

WR

002

984 SF

KATE-CHINGCLOTHING

009

1378 SF

LEASEABLE

206

1379 SF

MACON-BANK-BALLANTSCHARTERED

ACCOUNTANTS

203

2082 SF

NEXTGENERATION

DESIGNARCHITECTS

305

172 SF

PVT. OFFICE

401.2

A5.15

Sim

e1 Up2

DRAWINGFILE

CHECKED DATE

DRAWING TITLE

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PROJECT TITLE

DRAWN

key plan

DATENO. REVISION BY

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seal


PROJECT ADRESS







A4.2 Wall Sections

A4.1 Wall Sections

A3.2 Elevations

A3.1 Elevations







A6.1 Enlarged Plans

A7.1 Schedules



A4.2

Wall Sections

BZT 08/14/15


Branden T.

S-15


3/8" = 1'-0"1

Elevator 3/8" = 1'-0"

2Stair

3/8" = 1'-0"3

North Wall

3

2

1

L100 - ENTRY834'-7 3/4"

eFa

3"

1 3/4"

3 1/8"

2"

8"

4"

4"

4" CONC. S.O.G.

RUNNING BOND BRICK BEYOND

BRICK ACCENT BAND BEYOND

1 3/4" THERMALLY BROKEN ALUM.ENTRANCE DOOR

BARRIER FREE THRESHOLD

4" GRANULAR FILL

COMPACTED BACKFILL

DAMPPROOFING MEMBRANE

1/2

"

2" LT WT CONC. TOPING

8" HOLLOW CORE SLAB

1'4" C.I.P. CONC. FOUNDATION

1/2" GYPSUM WALL BOARD

3 5/8" METAL STUDSC/W BATT INSULATION

S.S. DOOR THRESSHOLD DRAIN


868'-1 3/4"

1 1/4"1"5"1/2"6"1/2"2 3/16"

3"

4 1

/2"

2"

3 1

/2"

1 1

/2"

1 1/4" ACM PANEL

1" AIR SPACE

5" CLOSED CELL SPRAY FOAM INSULATION

18ga HORIZ. GALV. ADJ. Z GIRT @ 1'4" O/C

18ga GALV. GUSSET CLIP @ 4'-0" O/C

PRE FINISHED METAL FLASHING

CONC. GRAVEL STOP REFER TOMANUFACTURE DWGS

PRE MANUFACTURED GREEN ROOF

5 1/2" RIGID INSULATION, 2 LAYERS

1 1/2" COMPOSITE STEEL DECK

OWSJ BEYOND

6" STEEL STUDSC/W BATT INSULATION

1/2" EXTERIOR GRADE SHEATHING

EPDM ROOFING MEMBRANE,WRAP UP SHEATHING 3'-0" MIN.

OWSJ EMBEDDED INTOCONC. BEYOND

C.I.P. CONC.

UpB


1'-5 1/8"

2'-0

"1

"2

'-1

1/2

"

4'-2

1/2

"

4"1"1'-7"

2'-0"

1'-0

"2

1/8

"4

1/2

"

2"

3 1

/2"

1 1

/2"

8"

4 5

/8"

3 5

/8"

1/2

"

5"1"

1 1

/4"

1 1/4"

1"

5 1/2"6"

1/2"

ACM PANELS

1" AIR SPACE

18ga HORIZ. GALV. ADJ.Z-GIRTS @ 1'4" O/C

18ga GALV. GUSSET CLIP@ 4'-0" O/C

5" CLOSED CELL SPRAYFOAM INSULATION

STRUCT. STEELCHANNEL REFER TOSTRUCT. DRAWINGS

1/2" EXTERIOR GRADESHEATHING

STEEL STUD INFILL

TYP. ACM PANEL REVEAL

18ga GALV. STEEL ANGLE

WRAP ACM OVER PARAPET

EPDM ROOFING MEMBRANEWRAPPED OVER PARAPET

1'-1

"

PRE MANUFACTUREDGREEN ROOF

5 1/2" RIGID INSULATION2 LAYERS

C.I.P. CONC.

6" STEEL STUDS

UpB

L200 - FIN. FLOOR841'-1 3/4"

EXIST. CONC. SLAB

4" LT WT CONC. TOPING

EXIST. CONC. PERIMETER BEAM


6" STEEL STUDS1/2" EXTERIOR GRADE SHEATHING


1" AIR SPACE

3 5/8" RUNNING BOND BRICK

PRE FINISHED THROUGH WALLFLASHING

BRICK SHELF ANGLE C/W PRE MANUFACTUREDSTEEL BRACKET FASTENED TO EXIST. CONCPERIMETER BEAMTRANSITION MEMBRANE

CAULKING AND BACKER ROD

CURTAIN WALL SYSTEM

9"

5"

4"

1/2" 6" 1/2" 5" 1"3 5/8"

1'-0 1/2" 6" 3 5/8"

e4

eFa

1/2"3 1/4"

1/2"

1/2"

6"5"1/2"

2'-9

"

5 1/2" 6" 1/2"

11

1/8

"3

5/8

"

1/2

"3

/4"

1 1

/4"

7 1

/4"

2"

3 1

/2"

1 1

/2"

CURTAIN WALL SYSTEM

WALL BEYOND


PARAPET BEYOND

6" STEEL STUDS C/W 1/2" EXTERIORGRADE SHEATHING BOTH SIDES

EPDM MEMBRANE WRAPPED OVERPARAPET TO SOFFIT

5 1/2" RIGID INSULATIONW LAYERS

SELF SUPPORTING STEELSTRUCTURE REFER TO STRUCT.DRAWINGS

3 5/8" STEEL STUD INFILL


3/4" GALV. Z-GIRTS

1/2" CONT. INSECT SCREEN

WALL BEYOND

CURTAIN WALL SYSTEM

3/4" P. LAM. WINDOW SILL


6" STEEL STUDS C/WBATT INSULATION

CURTAIN WALL SPANDREL PANEL

UpC


868'-1 3/4"

9"

9"

3 1

/2"2

"4

1/2

"1

1 1

3/1

6"

2 3

/16

"

1'-0" 1/2" 5"

1"

3 5/8" 4" 5" 8"

WEEP VENT EVERY 3 BRICKS

PRE FINISHED METALCAP FLASHING

EIFS PARAPET TRIMREFER TO TRIM SCHEDULE

1/2" PLY WOOD SHEATHING

18ga GALV. HORIZ. ADJ. Z-GIRTS@ 1'-4" O/C MAX.

3 5/8" RUNNING BOND BRICKS


EXISTING CONC. PERIMETER BEAM

EPDM MEMBRANE WRAPPEDOVER PARAPET

6" STEEL STUDS C/W BATT INSUL.


PRE MANUFACTURED GREEN ROOFSYSTEM, REFER TO SHOP DWGNS

4" RIGID INSUL. 2 LAYERS

EXISTING CONC. SLAB

1'-8 5/8" 1'-1"

2'-9 5/8"

e4

L300 - FIN. FLOOR855'-1 3/4"

1'-9 1/2"

1'-4"1 1/2"4"

2"

1'-0

"1

1/2

"3

1/2

"

2"

2" 1/2" 6" 1/2" 5" 7" 1 1/4"

1 1/4"7"5"1/2"6"1/2"

1 1/2"6" 1'-0 3/4"

PRE MANUFACTURED RAILING

ACM PANEL

RAILING ATTACHED TO STRUCT.H.S.S., SEAL AROUND ACM

18ga GALV. Z-GIRTS, 2 LAYERS

5" CLOSED CELL SPRAY FOAMINSULATION


18ga GALV GUSSET CLIP@ 4'-0" O/C

TYP. ACM PANEL REVEAL

18ga GALV. STEEL ANGLE

TRANSITION MEMBRANE


CURTAIN WALL SYSTEM

PARAPET BEYOND

ACM PANEL

1/2

"

ALLOW WATER TO DRAIN TODRAINAGE LAYER

PRECAST PAVERS ON STAND OFFS

EPDM ROOFING MEMBRANE

5 1/2" RIGID INSULATION2 LAYERS

1 1/2" COMPOSITESTEEL DECKING

STRUCTURAL FRAMING REFERTO STRUCT.DRAWINGS


6" STEEL STUDS

A

L300 - FIN. FLOOR855'-1 3/4"

3'-0

1/8

"

3'-6

7/8

"4

"5

"

3/4"

TYP.

3 1/4"

TYP.

8"

TYP.

1'-1"

TYP

1"

2 1/2" STAINLESS STEEL GUARD

1 1/2" STAINLESS STEEL RAILING

3/4" PAINTED STEEL BALUSTRADES

EXIST. CONC. COLUMN BEYOND

STEEL STRINGER BEYOND

C.I.P. CONC. NOISING

4" LT WT C.I.P. CONC.

EXIST. CONC. SLAB

STEEL SHOE FASTENED TO EXIST. CONC.W/ 1/2" EPOXIED BOLT

STEEL STAIR RISER

e3

6 3

/4"

1'-7

1/2

"1

/2"

7" 6" 3 5/8"

1/2" 6"

1/2"

5"

1"

3 5/8"1 15/16"

PRE FINISHED THROUGHWALL FLASHING

BRICK SHELF ON PRE MANUFACTUREDSTEEL BRACKET

WEEP VENT EVERY 3 BRICKS

3 5/8" RUNNING BOND BRICKS

1" AIR SPACE


PRE CAST WINDOW HEAD BLOCK

CAULKING AND BACKER ROAD

LOW EXPANSION SPRAY FOAM

CURTAIN WALL SYSTEM


6" STEEL STUDS


STRUCT. C CHANNEL FASTENED TOCOLUMN BEYOND

PRE MANUFACTURED STEEL BRACKETFASTENED TO C CHANNELTHROUGH SHEATHING

STEEL STUDS AROUND C CHANNEL


CAULKING

TRANSITION MEMBRANE

1

DRAWINGFILE

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A4.1 Wall Sections

A3.2 Elevations

A3.1 Elevations







A6.1 Enlarged Plans

A7.1 Schedules



A5.1

Construction Details

BZT 08/14/2015


BRANDEN T.

S-15


1" = 1'-0"1

Entrance Threshold Detail 2.11 1" = 1'-0"

3Low To High Connection Detail 2.6

1" = 1'-0"5

ACM Parapet Detail 2.7

1" = 1'-0"6

Shelf Angle to Existing Detail 2.2

1" = 1'-0"7

Canopy Conection Detail 2.9

1" = 1'-0"9

EFIS Parapet Detail 2.8 1" = 1'-0"

10Walkout Railing

1" = 1'-0"8

Callout of Stair Detail 2.4

1" = 1'-0"2

Shelf Angle At New Construction Detail 2.1

2'-7 1/2"

2'-1

1 1

/2"

6 1/8"

3 1

/2"

1 1

/8"

5"

1/2

"6

"1

/2"

1'-0

"

1'-0" 1/2" 6" 1/2"

4 13/16"

1 5/16"

3 5/16"

5 1/2" 6"

6"

1 9

/16

"

CURTAIN WALL SYSTEM



3 5/8" SIMULATED STONE VINEER

1" AIR SPACE



6" STEEL STUDS


EXISTING CONC. COLUMN

CURTAIN WALLSYSTEM

TRANSITION MEMBRANE

eF

e4

7" 6" 3 5/8" 1 11/16"

1/2" 6" 1/2" 5" 1" 3 5/8"

1 11/16"3/8"

4"

8"

1/2

"

YELLOW MASONRY

RED MASONRY BAND

1" AIR SPACE

5" SPRAY FOAM INSULATION


PRECAST CONC. HEADREFER TO ELEVATION

PRE FINISHED METALTHRU FLASHING

PRE MANUFACTURE STEELSHELF ANGLE

TRANSITION MEMBRANE

ALUM. WINDOW

6" METAL STUDS


GYPSUM WALL BOARDBEYOND

7" 6" 3 5/8"1"

1"

1/2" 6" 1/2" 5" 1" 3 5/8" 1"

2 1

/2"

1/2

"

YELLOW MASONRY

1" AIR SPACE

5" SPRAY FOAM INSULATION

TRANISTION MEMBRANE


PRE CAST SILL REFERTO ELEVATIONS

PRE FINISHED METALWINDOW FLASHING

CAULKING

ALUM. WINDOW

6" STEEL STUDS


3/4" PLY WOOD W/ P.LAM SILL

CAULKING

4 5

/8"

6"

7"

1"

3 5

/8"

1"

5"

1/2

"6

"1

/2"

1/2"


868'-1 3/4"

9"

1'-4

"7

"4

9/1

6"

5" 8 1/8"

PRE MANUFACTUREDACRYLIC SKYLIGHT

SKYLIGHT WALL BEYOND

10" C.I.P. CONC. CURB

SKYLIGHT MEMBRANE EPDMTYPE, HEAT SEALED TOROOFING MEMBRANE 1' 6" LAP MIN.

EPDM ROOFING MEMBRANE

5 1/2" RIGID INSULATION 2 LAYERS

PRE MANUFACTURED GREENROOF SYSTEM

EXIST. CONC SLAB

1'-1

"


GYPSUM WALL BOARD C/W7/8" FURRING CHANEL

STEEL STUDS TO DROP CEILING

DRAWINGFILE

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A4.2 Wall Sections

A4.1 Wall Sections

A3.2 Elevations

A3.1 Elevations







A6.1 Enlarged Plans

A7.1 Schedules



A5.2

Construction Details

BZT 08/14/2015


Branden T.

S-15


1" = 1'-0"1

Plan Detail Coner Collumn 2.3

1 1/2" = 1'-0"2

Window Head Detail 2.10

1 1/2" = 1'-0"3

Window Sill Detail 2.10

1 1/2" = 1'-0"4

Window Jamb Detail 2.10

1" = 1'-0"5

Skylight Trans. Detail 2.5



TRANSITION MEMBRANE

YELLOW MASONRY

1" AIR SPACE

5" SPRAY FOAMINSULATION

1/2" EXTERIOR GRADESHEATHINGTRANS. MEMBRANE

PRE CAST SILL

ALUM. WINDOW


LOW EXPANSION FOAM

CAULKING

GYPSUM WALL BOARD

6" STEEL STUDS

1/2" GYPSUM WALLBOARD

eE

e2

e1

3

21

'-0

"

2'-6

"

232 SF

WR

003

219 SF

WR

002

955 SF

CORRIDOR

001

56 SF

U.WR

004

41 SF

CH

005

930 SF

RAN$OMCLOTHIER

011

004

005

003

002

2'-6

"

2'-6"

3'-0

13

/16

"

4'-10 3/8" 2'-11" 2'-11" 1'-5" 3'-1" 1'-8 3/8"

3 5/8"

4'-8 3/8"

4'-10 3/8" 2'-11" 2'-11" 2'-11" 3'-3 3/8" 3 5/8" 4'-8 3/8"

2'-0

"3

'-9

"5

'-0

"1

'-5

1/4

"5

'-0

"3

'-1

9/1

6"

2'-0

"

6'-9

"1

'-5

1/4

"6

'-9

3/4

"

10'-6 3/8"

10'-6 3/8"

1'-6"

1'-7

"

7'-1

0 3

/16

"

7'-2 3/8"

5'-2 3/8"

7'-1

0 3

/16

"

eE

e2

e1

21

'-0

"

2'-6

"

2'-6

"

202

201

159 SF

WR.

201

154 SF

WR.

202

789 SF

CORRIDOR

200

2'-0

"3

'-6

3/8

"5

'-0

"1

'-5

1/4

"5

'-0

"3

'-2

9/1

6"

2'-0

"

6'-0

"6

'-0

"

4'-8 3/4" 2'-11" 2'-11 3/16"

7 5/8"

4'-4 3/8"

4'-9 3/16" 2'-11" 2'-10 3/16"

7 5/8"

4'-4 3/8"

3'-4"

1'-6"

1'-6"

e2

eFaeF

3

Up2

UP

DN

103

103.1

6'-8 1/2" 9'-0" 2'-7" 1'-4" 5'-4 13/16"

5'-4" 13'-0" 6'-8 5/16"

4'-1

0 1

/4"

1'-5

1/2

"4

'-1

0 1

/4"

1'-1

0 9

/16

"

3'-0

13

/16

"

2'-6

"

100.1 100

79 SF

ELEVATOR

102

44 SF

VEST.

100

301 SF

LOBBY

101

285 SF

STAIR

103

1'-0

"4

'-3

"

1'-0" 10'-9 1/4" 1'-0" 12'-9 3/4"

1'-0

"7

'-4

"1

'-0

"5

'-1

0"

5'-4

"1

0 1

/16

"

FRR 1HR

FRR 1HR

FRR 1HR

eA eB

e36

'-0

"

9 T

READ

S @

1' -

0"

9'-1

"5

'-2

1/8

"3

'-0

"

6 3/4" 4'-4 1/2" 4 3/4" 6'-4"

6"

UP

016.3

12'-8"

4'-4

1/2

"

10'-3 1/2"

7"

210 SF

STAIR

016

FRR 1HR

FRR 1HR

eA eB

e3

e3.1

016.4

DN

1'-6

1/2

"5

'-2

"

10 T

READ

S @

1' -

0"

10

'-0

"9

1/4

"7

'-2

11

/16

"

9 T

READ

S @

1' -

0"

9'-1

"6

'-1

"1

'-6

1/2

"

6'-11 1/4" 5'-2 7/16"

7"

210 SF

STAIR

016

FRR 1HR

FRR 1HR

DRAWINGFILE

CHECKED DATE

DRAWING TITLE

REVISION

PROJECT TITLE

DRAWN

key plan

DATENO. REVISION BY

REVISIONS

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PROJECT ADRESS







A4.2 Wall Sections

A4.1 Wall Sections

A3.2 Elevations

A3.1 Elevations







A6.1 Enlarged Plans

A7.1 Schedules



A6.1

Enlargered Floor Plan

BZT 08/14/15


Branden T.

S-15


1/4" = 1'-0"1

Callout of L000 - BASEMENT 1/4" = 1'-0"

2Callout of L200 - FIN. FLOOR

1/4" = 1'-0"3

Callout of L100 - ENTRY

1/4" = 1'-0"4

Callout (2) of L200 - FIN. FLOOR 1/4" = 1'-0"

5Callout of L300 - FIN. FLOOR

SINGLE CURTAIN WALL, REFER TO CURTIAN WALL SCHEDULE

DOUBLE CURTAIN WALL, REFER TO CURTIAN WALL SCHEDULE

DOUBLE FLUSH, REFER TO SCHEDULE FOR SIZE

SINGLE FLUSH, REFER TO SCHEDULE FOR SIZE

SINGLE GLASS, REFER TO SCHEDULE FOR SIZE

5"

11 1/2"

1"11 1/2"

5"

9"

1'-4

3/4

"

1"

1'-4

3/4

"

1"

1'-4

3/4

"

1"

1'-2

3/4

"7

"

DRAWINGFILE

CHECKED DATE

DRAWING TITLE

REVISION

PROJECT TITLE

DRAWN

key plan

DATENO. REVISION BY

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seal


PROJECT ADRESS







A4.2 Wall Sections

A4.1 Wall Sections

A3.2 Elevations

A3.1 Elevations







A6.1 Enlarged Plans

A7.1 Schedules



A7.1

Schedules

BZT 08/14/15


Branden T.

S-15


Door Schedule

Mark Family and Type Fire Rating Width FinishHeadHeight Comments

Curtain Wall Sgl Glass: Curtain Wall Sgl Glass

103.1 Curtain Wall Sgl Glass: Curtain Wall Sgl Glass 0HR 3'-4" Glass

204 Curtain Wall Sgl Glass: Curtain Wall Sgl Glass 0HR 3'-2 3/4"









Curtain Wall Sgl Glass: Curtain Wall Sgl Glass: 10

Curtain Wall-Store Front-Dbl: Store Front Double Door

009 Curtain Wall-Store Front-Dbl: Store Front Double Door 0HR 5'-7" Glass






016 Curtain Wall-Store Front-Dbl: Store Front Double Door 0HR 6'-8 1/2" Glass

100 Curtain Wall-Store Front-Dbl: Store Front Double Door 0HR 6'-1 3/4" Glass

100.1 Curtain Wall-Store Front-Dbl: Store Front Double Door 0HR 5'-10 1/2" Glass


401.5A Curtain Wall-Store Front-Dbl: Store Front Double Door 0HR 3'-9 1/8" Glass

Curtain Wall-Store Front-Dbl: Store Front Double Door: 11

Double-Flush: 72" x 78"

006 Double-Flush: 72" x 78" 6'-0" Paint 6'-6"

Double-Flush: 72" x 78": 1

Double-Flush: 72" x 84"

006.1 Double-Flush: 72" x 84" 6'-0" Paint 5'-6"







Double-Flush: 72" x 84": 7

Single-Flush: 34" x 84"

201 Single-Flush: 34" x 84" 2'-10" Paint 7'-0"


Single-Flush: 34" x 84": 2






002 Single-Flush: 36" x 84" 1HR 3'-0" Paint 7'-0"




016.4 Single-Flush: 36" x 84" 1HR 3'-0" Paint 7'-0"










Single-Glass 2: 34" x 84"

304.2 Single-Glass 2: 34" x 84" 0HR 2'-10" Glass 7'-0"






Single-Glass 2: 34" x 84": 6

Single-Glass 2: 36" x 84"

306.2 Single-Glass 2: 36" x 84" 0HR 3'-0" Paint 7'-10 1/8"

401 Single-Glass 2: 36" x 84" 0HR 3'-0" Glass 7'-0"

Single-Glass 2: 36" x 84": 2

Single-Panel 2: 30" x 80"

401.1 Single-Panel 2: 30" x 80" 2'-6" Paint 6'-8"

Single-Panel 2: 30" x 80": 1






401.2A Single-Panel 2: 36" x 84" 3'-0" Paint 7'-0"


Grand total: 58

Room Schedule

Level Number Name Department Area Wall FinishCeilingMaterial Floor Finish Comments

L000 - BASEMENT

L000 - BASEMENT 001 CORRIDOR PUBLIC 955 SF Paint ACT. Polished Conc.

L000 - BASEMENT 002 WR PUBLIC 219 SF Paint ACT. Polished Conc.

L000 - BASEMENT 003 WR PUBLIC 232 SF Paint ACT. Polished Conc.

L000 - BASEMENT 004 U.WR PUBLIC 56 SF Paint ACT. Polished Conc.

L000 - BASEMENT 005 CH PUBLIC 41 SF Paint ACT. Polished Conc.

L000 - BASEMENT 006 MECH. PRIVATE 400 SF Paint Exposed Conc.

L000 - BASEMENT 007 MACHINE PRIVATE 94 SF Paint Exposed Conc.

L000 - BASEMENT 008 COM. PRIVATE 75 SF Paint Exposed Conc.

L000 - BASEMENT 009 KATE-CHING CLOTHING LEASABLE 984 SF Paint ACT. Carpet Tile

L000 - BASEMENT 010 HIM TORTANS LEASABLE 1112 SF Paint ACT. Ceramic Tile

L000 - BASEMENT 011 RAN$OM CLOTHIER LEASABLE 930 SF Paint ACT. Carpet Tile

L000 - BASEMENT 013 LEASEABLE LEASABLE 494 SF Paint Finishes TBD

L000 - BASEMENT 014 RTN FRUITS MEDIA LEASABLE 662 SF Paint ACT. Carpet Tile

L000 - BASEMENT 015 LEASABLE LEASABLE 962 SF Paint Finishes TBD

L000 - BASEMENT 016 STAIR PUBLIC 210 SF Paint Exposed Polished Conc.

L000 - BASEMENT 102 ELEVATOR PUBLIC 79 SF N/A N/A N/A

L000 - BASEMENT 103 STAIR PUBLIC 285 SF Paint Exposed Polished Conc.

L100 - ENTRY

L100 - ENTRY 100 VEST. PUBLIC 44 SF Paint GWB Polished Conc.

L100 - ENTRY 101 LOBBY PUBLIC 301 SF Paint Exposed Polished Conc.

L200 - FIN. FLOOR

L200 - FIN. FLOOR 200 CORRIDOR PUBLIC 789 SF Paint ACT. Polished Conc.

L200 - FIN. FLOOR 201 WR. PUBLIC 159 SF Paint ACT. Polished Conc.


L200 - FIN. FLOOR 203 MACON-BANK-BALLANTSCHARTERED ACCOUNTANTS

PUBLIC 1379 SF Paint ACT. Carpet Tile

L200 - FIN. FLOOR 204 COUNCIL LING MD LEASABLE 1060 SF Paint ACT. Carpet Tile

L200 - FIN. FLOOR 205 WEALTHIER-BILLDER FINANCIAL LEASABLE 780 SF Paint ACT.

L200 - FIN. FLOOR 206 LEASEABLE LEASABLE 1378 SF Paint Finishes TBD

L200 - FIN. FLOOR 207 LEASEABLE LEASABLE 846 SF Finishes TBD


L300 - FIN. FLOOR



L300 - FIN. FLOOR 303 GRATEZ - DEELER REAL-ESTATEBROKERS

LEASABLE 1267 SF Paint ACT. Carpet Tile

L300 - FIN. FLOOR 304 RECPT. LEASABLE 313 SF Paint ACT. Carpet Tile

L300 - FIN. FLOOR 304.1 OPEN OFFICE LEASABLE 956 SF Paint ACT. Carpet Tile

L300 - FIN. FLOOR 304.2 LUNCH ROOM LEASABLE 116 SF Paint ACT. Hardwood

L300 - FIN. FLOOR 304.3 PART. OFF. LEASABLE 125 SF Paint ACT. Carpet Tile

L300 - FIN. FLOOR 304.4 PART. OFF. LEASABLE 126 SF Paint ACT. Hardwood

L300 - FIN. FLOOR 304.5 BOARD RM. LEASABLE 165 SF Paint ACT. Hardwood

L300 - FIN. FLOOR 304.6 PART. OFF. LEASABLE 125 SF Paint ACT. Hardwood

L300 - FIN. FLOOR 305 NEXT GENERATION DESIGNARCHITECTS

LEASABLE 2082 SF Paint ACT. Carpet Tile


L400 - FIN. FLR. ROOF

L400 - FIN. FLR. ROOF 400 CORRIDOR PUBLIC 84 SF Paint ACT. Polished Conc.

L400 - FIN. FLR. ROOF 400.1 CLOSET LEASABLE 42 SF Paint ACT. Polished Conc.

L400 - FIN. FLR. ROOF 401 RECPT. LEASABLE 151 SF Paint ACT. Hardwood

L400 - FIN. FLR. ROOF 401.1 CORRIDOR LEASABLE 162 SF Paint ACT. Carpet Tile

L400 - FIN. FLR. ROOF 401.2 PVT. OFFICE LEASABLE 172 SF Paint ACT. Hardwood / slate

L400 - FIN. FLR. ROOF 401.2A ENSUITE LEASABLE 91 SF Paint ACT. Slate

L400 - FIN. FLR. ROOF 401.3 WR. LEASABLE 148 SF Paint ACT. Ceramic Tile

L400 - FIN. FLR. ROOF 401.4 WR. LEASABLE 154 SF Paint ACT. Ceramic Tile

L400 - FIN. FLR. ROOF 401.5 STAFF / MEETING LEASABLE 264 SF Paint ACT. Hardwood

L400 - FIN. FLR. ROOF 401.6 NURSE LEASABLE 138 SF Paint ACT. Carpet Tile

L400 - FIN. FLR. ROOF 401.7 OR LEASABLE 213 SF Paint ACT. Terrazo Non-Absorbing

1/4" = 1'-0"Door Legend

G1 G2 G3 G4 G5 G6 G7

G-A

G-B

G-C

G-D

G-E

G-F

G-G

G-H

G-I

G-J

17'-0" 25'-0" 17'-0" 17'-0" 25'-0" 17'-0"

26

'-6

"2

0'-0

"2

0'-0

"2

0'-0

"2

0'-0

"2

0'-0

"2

0'-0

"2

0'-0

"2

6'-0

"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "A"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

FTG "B"

8" 8"

29'-10" 119'-4"

8"

8"

19

3'-1

0"

25

'-4

"

25

'-6

"

12

'-5

"

1'-7"

8"

12

'-5

"

1'-7"

2

S1.0

3

S1.0

G-I

4'-0

"

1'-2

"8

'-1

0"

1'-0

"1

'-8

"1

'-4

"

10

'-0

"

3"

3" 3"

3"

3"

Asphalt

C.I.P. Concrete

TYP. 15m Rebar

10

"4

"

45.0

0°

1'-4

"

1'-4"

Asphalt

Compacted Granular Fill

Compacted Coarse Granulat Fill

Cast-in-place concrete


15m Rebar TYP.

FTG "A"

G-J

6"

3'-4

"5

'-4

"9

'-3

3/4

"

1'-4

"2

'-1

1 3

/4"

5'-6

"3

'-4

"1

'-2

"4

'-2

"

C.I.P. Concrete

Asphalt

C.I.P. Concrete


C.I.P. Concrete

Asphalt

Compacted Granular Fill

Compacted Coarse Granulat Fill

C.I.P. Concrete

S.S. Railing

FTG "B"

DRAWINGFILE

CHECKED DATE

DRAWING TITLE

REVISION

PROJECT TITLE

DRAWN

key plan

DATENO. REVISION BY

REVISIONS

seal


PROJECT ADRESS







A4.2 Wall Sections

A4.1 Wall Sections

A3.2 Elevations

A3.1 Elevations







A6.1 Enlarged Plans

A7.1 Schedules



S1.0

Structural

BZT 08/13/15


Branden T

S-15


3/32" = 1'-0"1

Foundation Plan

1/2" = 1'-0"2

Typ. Interior Column

1/2" = 1'-0"3

Typ. Exterior Column

General Notes:

FOUNDATIONS:1.1 All footings must be carried down to natural undisturbed soil capable of sustaining 200 kPa pressure.

1.2 Soil bearing must be verified by a competant engineer prior to any concrete placement.

1.3 Footings must be a minimum of 1200 mm below the exterior grade for frost protection.

CONCRETE

2.1 All concrete on this project shall have a minimum 28 day compressive strength of 30 MPa.

2.2 All reinforcement is to be grade 400 MPa deformed bars. Details and placement according to the latest R.S.I.C. manual of standard practice.

2.3 Exposed Concrete subjected to freeze/thaw cycles shall contain 6% air entrainment.

2.4 Concrete cover shall be as follows: a) 75mm all locations

2.5 Walls with backfill two sides shall be backfilled and compacted on both sides simultaneously.

2.6 Slabs on grade shall be as per the approved drawings and placed on 150 mm of granular 'A' backfill and a subgrade of 310 mm granular 'B' backfill both layers compacted to 98% proctor density.

FTG A : 36" X 36: X 16" PEIR FOOTINGW/ 20 15M REBAR BOTH WAYS

FTG B : 36" X 16" CONTINOUS FOOTINGW/ 15M BARS EACH WAYS

UP

G1 G2 G3 G4 G5 G6 G7

G-A

G-B

G-C

G-D

G-E

G-F

G-G

G-H

G-I

G-J

2

S1.0

3

S1.0

17'-0" 25'-0" 17'-0" 17'-0" 25'-0" 17'-0" 8"8"

8"

26

'-6

"2

0'-0

"2

0'-0

"2

0'-0

"2

0'-0

"2

0'-0

"2

0'-0

"2

0'-0

"2

6'-0

"8

"

1'-1

0"

1'-4

"2

2'-8

"8

"

12

'-5

"

1'-4

"2

2'-1

0"

1'-8

"

12

'-5

"

1'-7"

1'-7"

Rebar

DRAWINGFILE

CHECKED DATE

DRAWING TITLE

REVISION

PROJECT TITLE

DRAWN

key plan

DATENO. REVISION BY

REVISIONS

seal


PROJECT ADRESS







A4.2 Wall Sections

A4.1 Wall Sections

A3.2 Elevations

A3.1 Elevations







A6.1 Enlarged Plans

A7.1 Schedules



S1.1

Structural

BZT 08/14/15


Branden T.

S-15


3/32" = 1'-0"1

Column Plan

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16"X16" C

OLUMN

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P. 16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

16" C.I.

P.

1/4" = 1'-0"2

Rebar @ Column

bzt exec centre project

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