720 l street beergarden

Scale

Project number

Date

Drawn by

CERTIFICATIONI hereby certify that these drawings and specifications have beenprepared under my direct supervision and to the best of myknowledge comply with the codes and requirements ofthe District of Columbia.The validity and enforceability of this Certification is contingent uponthe original 'wet seal' and original dated signature below.

MATTHEW J BATTIN, ARCHITECTDISTRICT OF COLUMBIA LICENSE: # 101789

12" = 1'-0"

6/7/

2016

12:

22:5

9 PM

G 0.00

CoverN/A

BEER GARDEN LIVECanal 5, LLC

Issue DateAuthor

PROJECT LOCATION:720 L STREET SEWASHINGTON, DISTRICT OF COLUMBIA

12" = 1'-0"3 x Exterior_ENTRY - VIEW NORTH

Sheet List

Sheet Number Sheet Namerow

numberCurrentRevision Discipline

ArchA 02.01 Ground Floor Plan 1 ArchA 02.02 ROOF DECK PLAN ArchA 02.03 ROOF PLAN ArchA 02.04 Reflected Ceiling Plan - Ground Floor ArchA 02.05 Wall Ledgend ArchA 03.01 BUILDING SECTIONS ArchA 03.02 BUILD. SECTIONS 1 ArchA 03.03 Wall Sections ArchA 04.01 ELEVATIONS ArchA 04.02 ELEVATIONS ArchA 04.05 ELEV. - Detail ArchA 07.01 Lifesafety Plan ArchCivilC 1 of 0 Cover CivilC 2 of 9 Existing Conditions CivilC 3 of 9 Site Plan CivilC 4 of 9 Storm Drain, Stormwater Management Profiles and

DetailsCivil

C 5 of 9 Erosion & Sediment Control Plan CivilC 6 of 9 Erosion & Sediment Control Notes & Details CivilC 7 of 9 Erosion & Sediment Control Notes & Details CivilC 8 of 9 Drainage Map CivilC 9 of 9 Water and Sewer Plan Notes & Details CivilElectE.0 Cover Sheet Electrical ElectE.1 Ground Floor Plan Lighting ElectE.2 Roof Deck Plan Lighting ElectE.3 Ground Floor Plan Power ElectE.4 Roof Deck Plan Power ElectE.5 Electrical Power Riser ElectE.6 Panels Kitchen Schedule Power ElectGeneralG 0.00 Cover 1 GeneralG 0.01 GENERAL NOTES - ETC. GeneralMechanicalM.0 Cover Sheet Mechanical MechanicalM.1 Ground Floor Plan Mechanical MechanicalM.2 Roof Deck Plan Mechanical MechanicalM.3 Details Mechanical MechanicalM.4 Specifications Mechanical MechanicalM.5 Unnamed MechanicalPlumbingP.1 Plumbing Notes PlumbingP.2 Ground Floor Plumbing Plan PlumbingP.3 Roof Deck Plan Plumbing PlumbingP.4 Plumbing Sanitary Diagrams PlumbingP.5 Plumbing Water Diagrams PlumbingP.6 Plumbing Gas Diagrams PlumbingP.7 Plumbing Details PlumbingStructuralS0.0 Structural General Notes StructuralS1.0 Foundation Plan StructuralS1.1 Kitchen Roof StructuralS1.2 High Roof & Parapet Framing StructuralS2.1 Building Sections StructuralS3.1 Sections and Details StructuralS3.2 Sections and Details Structural

Site

No. Description Date1 Revision 1 Date 1

DN

DN

DN

DN

UP

UP

UP

A 04.021

A 04.02 3

1A 03.01

2A 03.01

A 04.04

6

04

05

Womans1

UNISEX2

MENS3

Food walk-inCooler

5

BAR [SERVICE]6

C5

C6

C7

C8

C9

A 04.04

2

A 04.04 3

A 04.091

C1 C2 C4C3

1A 03.02

1A 03.03

3A 03.02

1233 SF

SEATING AREA7

52 SF

EXIT AREA8

A 04.09

3

A 04.09 4

2A 03.03

3A 03.03

4A 03.03

2A 04.10

07

16future

dumb-waiter

pl

09

28' - 6 1/8"

EQUAL EQUAL EQUAL

4' - 5 1/2"

13' -

5 1

/8"

13' -

3 7

/8"

13' -

3 1

/8"

6' -

9 1/

4"6'

- 7

7/8"

6' -

7 7/

8"6'

- 7

7/8"

6' -

7 1/

8"6'

- 7

7/8"

74' -

8"

1' -

2 3/

4"

EQU

ALEQ

UAL

1A 04.10

02

10' -

0 7

/8"

10' -

0 7

/8"

12' -

10

1/8"

E - W- 2

34' - 0"

8' -

4 3/

8"4

1/2"

3' -

0"

14' - 3 1/4"

8' - 0"

7' - 9 3/4" 8' - 0" 7' - 1 3/4"

17

6' - 6 1/4"

6' -

11 5

/8"

3' - 10 1/2"

17' -

0 5

/8"

16' -

0 7

/8"

10' - 6 1/2"

77' - 2 7/8"

154 SF

BEER COOLER10

18

4' - 9"

19

10

1' -

10"

20

2' -

0"

1' -

8 1/

4" 8' - 5 7/8"

11

5' -

2 1/

4"

52 SF

OFFICE11

21

18' - 8"

27' -

5"

15' -

1"

10' - 1"

7' -

5 1/

8"12

4' -

1 1/

8"6'

- 4"

6' -

4"

13

7' -

7"

6' - 9 7/8"

3' - 2 1/8"

2' - 10 1/2"

14

67 SF

Storage12

1' - 3 3/4"

6' -

0 7/

8"

2' -

0"1'

- 11

1/2

"

A 04.02

2

1

4

A 04.039

12

10

1' -

8 1/

4"

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

A 04.0313

C11

1' - 6" 2' - 0"

EQU

ALEQ

UAL

EQU

ALEQ

UAL

C10

1' -

5"

9"

15

16' -

0"

EQUAL EQUALEQUAL EQUAL

3A 04.10

2A 03.02

E - W- 1

I - W- 6

I - W- 6

I - W- 3

I - W- 1

I - W- 1

I - W- 3

E - W- 1

E - W- 7

I - W- 1

I - W- 1

I - W- 1

I - W- 1

E - W- 8

I - W- 13

E - W- 2

0" / 1'-0"

1/8"

/ 1'-

0"

1/4"

/ 1'

-0"

1/4" / 1'-0"

1/8" / 1'-0"

5/8"

/ 1'-

0"

3/8" / 1'-0"

1/4" / 1'-0"

0" / 1'-0"

18' -

4 1

/4"

6A 04.05

6' -

0"

8' - 5 1/2"

31' - 4"

A 02.1051

A 05.011

A 05.012

A 05.013

17' -

8 3

/8"

3' - 0"

1' -

5 7/

8"

11 3

/4"

3' - 0"

3' - 6"

3

39 SF

Toilet Vestibule13

4

A 04.10

1

7' - 1 1/8" 6' - 6"

PL

17' -

8 3

/8"

3' - 8 7/8"

1xx

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

19' -

10

3/8"

15' -

8 1

/2"

2 1/

4"

3"

2' - 1 5/8"

3' -

7"

4"

4"

6' - 10 3/4"

6' - 0"

6' -

0"

5' -

8"5' - 8"

40' -

0"

3"

6' - 4

7/8"

6' - 4

7/8"

R 2' - 0

"

Kitchen4

ENTRY9

Verify cooler size with manufacturer

10' - 10 1/2"

2' - 1"

1

3

4

567

8

9

10

10

10

1010

7

11

12

4' - 3 1/2"

Ram

p D

own

Stair

Stair

53' - 6"

54' - 8"

3' -

0"

A 03.02

4

Scale

Project number

Date

Drawn by



1/4" = 1'-0"

6/7/

2016

12:

21:2

8 PM

A 02.01

Ground Floor PlanN/A


Issue DateAuthor

1/4" = 1'-0"1 Ground Floor

Keynote Legend

KeyValue Keynote Text

1 Planter-1/8" steel plate welded @ joints.23 Metal stairs (see structural dwgs)4 Structural Steel Framing5 Concrete cast-in-place ramp (see fin. Schdl.)6 6" Cast-in-Place Concrete Slab7 42 in. High custom bar8 Fiberglass reinforced protective wall covering91011 Floor Drain12 Plumbing piping


DN

DN

UP

A 04.021

A 04.02 3

1A 03.01

2A 03.01

C5

C6

C7

C8

C9

C1 C2 C4C3

1A 03.02

1A 03.03

3A 03.02

2A 03.03

3A 03.03

4A 03.03

A 04.11 1

2

A 04.113

A 02.02

2A 04.10

pl

9 1/8"

A 04.02

2

A 04.03

2

1

4

A 04.0313

2

C11

C10

3A 04.10

2A 03.02

3

Standing SeamMetal Roof

2

E - W- 4

E - W- 5

E - W- 4

C9X

20

E - W- 6

HSS4X4X3/16

Rough sawn 1 x 6pine bd. W/ exteriorstain

32' - 9 1/8"

73' -

5 3

/4"

PL

3' - 7"

6' -

3 1/

4"

3' - 6"

3' -

11"

5' - 3"

11' - 5 3/8"

11' -

10

1/8"

20' - 3 3/8"

8' -

7 1/

2"

17' -

4 7

/8"

8' -

9 3/

8"

1 1/2"

1 1/

2"

HSS4X4X3/16

6' -

10 1

/8"

9' -

7 1/

4"

4' -

1 1/

2"

5' -

5 3/

4"

Deck Toilet - M19

Roof Bar17

Deck Toilet - W20

1 4

1

5

5

5

Service door with double keyed dead bolt at inside of bathroom.

6

6

6 6

6

2

2 1

Roof Deck Seating18

A 03.02

4

2' -

6"2'

- 6"

3' - 8 3/4"

3' -

9"

NO OBSTRUCTION OF THIS PATHNO SEATING IN THIS PATH

TOW_Parapet75' - 2 1/2"

Roof Deck71' - 1"

Shade - T.O.C(visible)80' - 0"

Top of Struct. (8thstreet viewobstructed)

83' - 0"

EQUIPT COURTT.O.W.

73' - 5 1/2"

x CANOPY_LOW79' - 1"

11' -

11"

Upper bar StructureWest

78' - 5"

Scale

Project number

Date

Drawn by



1/4" = 1'-0"

6/7/

2016

12:

21:3

3 PM

A 02.02

ROOF DECK PLANN/A


Issue DateAuthor

1/4" = 1'-0"1 Roof Deck

1/4" = 1'-0"2 Elevation - Deck @ trolly

Keynote Legend


1 Standing Seam Metal Roof2 Gutter3 Rough sawn 1 x 6 pine bd. W/ exterior stain4 Metal stairs (see structural dwgs)5 Hvac equipt. - refer to mep dwgs6 42 in. High custom bar

No. Description Date

DNDN

DN

UP

UP

A 04.021

1A 03.01

2A 03.01

A 04.04

6

C5

C6

C7

C8

C9

A 04.04

2

A 04.04 3

A 04.091

C1 C2 C4C3

1A 03.02

1A 03.03

3A 03.02

A 04.09 4

2A 03.03

3A 03.03

4A 03.03

A 04.11 1

2

A 04.113

A 02.02

2A 04.10

pl

1A 04.10

A 04.02

2

A 04.03

2

1

4

1

4

A 04.039

12

10

A 04.0313

2

7' -

11 1

/2"

C11

C10

4

A 04.05 3A 04.10

2A 03.02

6A 04.05

3

4

A 04.10

PL

3 3/

8" /

1'-0

"

1

2

3

45

1 41

4

6

6

7

38

4 449 910 2

11

A 03.02

4

Scale

Project number

Date

Drawn by



1/4" = 1'-0"

6/7/

2016

12:

21:4

9 PM

A 02.03

ROOF PLANN/A


Issue DateBattin

1/4" = 1'-0"1 Roof Plan


A 04.021

1A 03.01

A 04.04

6

C5

C6

C7

C8

C9

A 04.04

2

A 04.04 3

A 04.091

C1 C2 C4C3

3A 03.02

A 04.09

3

A 04.09 4

3A 03.03

4A 03.03

pl

A 04.02

2

1

4

A 04.039

12

10

A 04.0313

C11

C10

3A 04.10

2A 03.02

3

4

A 04.10

PL

R 17' - 9 1/2"

2' -

2 1/

2"2'

- 2"

64' - 5 1/8"

69' - 9"

66' - 10 5/8"

65' - 9 3/8"

65' - 3 3/4"

65' - 0"

64' - 0"

67' - 0"

64' - 8 7/8"

2' - 2 5/8"

66' - 8"

67' - 6"

67' - 6"

67' - 0"

66' - 0"

EQU

AL5'

- 3"

EQU

AL

2' -

6 3/

4"4'

- 1"

2' -

7 1/

8"4'

- 1"

9' -

2 7/

8"4'

- 1"

5' -

7 1/

2"

EQU

ALEQ

UAL

EQU

ALEQ

UAL

EQU

ALEQ

UAL

EQU

AL

3 3/

8" /

1'-0

"

2' - 2"

5' -

9"

12' -

7 5

/8"

1

2

3

4

5

4

6

7

8

5

4

9

10

9

11

12

12

12

12

7

137

13

13

4

4

65

13

A 03.02

4

Scale

Project number

Date

Drawn by



1/4" = 1'-0"

6/7/

2016

12:

21:5

4 PM

A 02.04

Reflected CeilingPlan - Ground FloorN/A


Issue DateAuthor

1/4" = 1'-0"1 Reflected Ceiling Plan_Ground Floor

Keynote Legend


1 Fiberglass reinforced protective wall covering2 Acoustical Ceilings3 5/8" Gypsum Wallboard4 Suspended wood slat ceiling (see finish schedule for

wood type and finish)5 Linear diffuser (see mep dwgs.)6 1/2" Gypsum Wallboard7 Recessed Incandescent Light Fixture8 Surface Mounted Incandescent Fixture9 Surface Mounted Compact Fluorescent Fixture10 Ceiling fan (see equiptment schedule)11 2' X 4' Lay-In Fluorescent Fixture12 Diffuser (see mep dwgs for size and configuration)13 Electrical lighting (owner supplied fixture)


Foundation Plan51' - 6"

Ground Floor55' - 0"

TOW mtl stud69' - 6"


Roof Deck71' - 1"


C1 C2

C4C3

1A 03.02

2A 04.10

Ext. Garden Plan54' - 6"

pl

T.O. STL DECK69' - 9"

CEILING - F.O.H.67' - 9"

3A 04.10

6A 04.05

PL

MASONRY - T.O.GG66' - 7 1/8"


78' - 5"

SEATING AREA7

ENTRY9

TRASH AREA15

15

17

7

9

9

12

21

17




TOW - Kitchen65' - 8"


Roof Deck71' - 1"

Shade - T.O.C(visible)

80' - 0"


83' - 0"

1A 03.02

MASONRY - T.O.W57' - 6"


2A 03.03

2A 04.10pl

32' - 11 1/8"

9' -

0"


4

A 04.10

PL

MASONRY - T.O.EE63' - 7 1/4"

7' -

10 1

/8"

Womans1

MENS3

Kitchen4 OFFICE

11 BEER COOLER10

Mechanical Area21

Deck Toilet - M19

Kitchen4

112345

6

7

8

8

910 11 12 13 14

15

16

17

18

19

20

12

1

Scale

Project number

Date

Drawn by



1/4" = 1'-0"

6/7/

2016

12:

22:1

5 PM

A 03.01

BUILDINGSECTIONS N/A


Issue DateAuthor

1/4" = 1'-0"1BUILDING SECTION - FRONT OF HOU-E/W

1/4" = 1'-0"2 BUILDING SECTION - KITCHEN E-W

Keynote Legend


1 Glazed Wall Tile2 Wall Mount Urinal3 Toilet4 Toilet Tissue Dispenser5 8" x 8" x 16" CMU - 2 Core6 Cast-in-place concrete footing - see structural drawings.7 6" Cast-in-Place Concrete Slab8 Fiberglass reinforced protective wall covering9 1/2" Gypsum Wallboard10 Acoustical Ceilings11 2' X 4' Lay-In Fluorescent Fixture12 Steel Joist Framing13 2" Rigid Insulation14 5/8" Anchor Bolt15 Standing Seam Metal Roof1617 Wood rainscreen siding18 Pressure treated wood decking19 Ceiling fan (see equiptment schedule)20 Metal stairs (see structural dwgs)21 Suspended wood slat ceiling (see finish schedule for

wood type and finish)




1A 03.01

2A 03.01


Roof Deck71' - 1"

C5



83' - 0"

3A 03.03


2A 03.02

North East Grade56' - 6 7/8"


78' - 5"


Kitchen Roof66' - 2 1/4"

Roof Deck71' - 1"

4" Concrete

Stair Clearance @ 6'8"


44" MIN. STAIRWAY

3' - 9 3/4"CLEAR

TYP.

1' - 0"

EQEQ

x building pad54' - 1"







Roof Deck71' - 1"




pl

Threshold - 8thstreet

55' - 8"



14' -

6"

20' -

6 1

/2"

5 1/

4"

5' -

7"

?

2' - 0"

2

3

4

2

5

2

6

7

2

8

9

10

11

12

9

13

14

15

A 04.053

1 7/8"

camera Eye level60' - 4"

16

8"

11 1/4"

See Structural Dwgs/ Details for Headers


Roof Deck71' - 1"

C1 C2



structural support beyond, does not affect head height

min

. req

uire

d he

ad h

eigh

t

7' -

6"

min

. req

uire

d he

ad h

eigh

t

6' -

8"ha

nd ra

il he

ight

((ty

p.)

3' -

0"

MIN

GU

ARD

HT.

TYP

.

3' -

6"

1' - 0"

6' -

8" 4' - 10"

Scale

Project number

Date

Drawn by



As indicated

6/7/

2016

12:

22:2

7 PM

A 03.02

BUILD. SECTIONSN/A


Issue DateAuthor

1/4" = 1'-0"1 BUILDING SECTION - NORTH/SOUTH

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

1/2" = 1'-0"3 WALL SECTION - BRICK TYP.

Keynote Legend


1 8" x 8" x 16" ptd. Cmu wall. Refer to structuraldwgs/notes for reinforcing & control joint requirements

2 C9x203 30" concrete footing4 8" x 8" x 16" CMU - 2 Core5 4 3/4" Rod & 3 1/4" Pintle6 Standard Brick - 3/8" Joint7 Rough sawn 1 x 6 pine bd. W/ exterior stain8 Steel Joist Framing9 6" Metal Stud10 20 ga. Corrugated Tie11 Treated 1x612 Pressure treated wood decking13 2x6 Framing @ 24" O.C.14 Double Through Wall & Receiver Flashing15 Fiber cement sheathing16 Exterior light - conduit mounted weather proof receptical.

See detail 4/a04.05

1/4" = 1'-0"4 South Stair Detail





Roof Deck71' - 1"


C4


83' - 0"

pl


?2

3

4

5

67

8

9

2

10

3

2

11

12

13

14

15

10






Roof Deck71' - 1"


EQUIPT COURTT.O.W.

73' - 5 1/2"

7 3/4"

ROOFDECK_KITCHEN66' - 6 7/8"

17

20

21

22

23

10

10Foundation Plan51' - 6"




Roof Deck71' - 1"




3' -

3"5'

- 0"

2425

24

7

26

27

28

29

30 1

31




Roof Deck71' - 1"



83' - 0"



9

5

16

2

10

?

F - W- 1

8

6

18

8"

6"

3 5/

8"

19

Scale

Project number

Date

Drawn by



1/2" = 1'-0"

6/7/

2016

12:

22:3

0 PM

A 03.03

Wall SectionsN/A


Issue DateAuthor

1/2" = 1'-0"1 WALL SECTION@ BRICK

1/2" = 1'-0"2 WALL SECTION @ REAR MASONRY WALL

1/2" = 1'-0"3 WALL SECTION @ GARDEN WALL TYP. 1/2" = 1'-0"4 WALL SECTION @ OVERHEAD DOORS

Keynote Legend


Keynote Legend


22 Standing Seam Metal Roof23 Gravel2425 Wood rainscreen siding26 Gutter27 4" Cast-in-Place Concrete Slab28 Fiberglass reinforced protective wall covering29 6" Cast-in-Place Concrete Slab3031 Glazed Wall Tile

Keynote Legend


12 Sheathing13 Siding14 Fiber cement sheathing15 8" Cast-in-Place Concrete Wall16 3/4" Exterior Grade Plywood17 8" x 8" x 16" ptd. Cmu wall. Refer to structural

dwgs/notes for reinforcing & control joint requirements18 Steel Joist Framing19 5 5/16" Trench Drain20 Hvac equipt. - refer to mep dwgs21 Walk-in cooler modular panel

Keynote Legend


1 1/2" Gypsum Wallboard2 6" Metal Stud3 C9x204 Standard Brick - 3/8" Joint5 2" Rigid Insulation6 2x6 Framing @ 24" O.C.7 Pressure treated wood decking8 3" Cast-in-Place Concrete Slab w/ Metal Decking9 Rough sawn 1 x 6 pine bd. W/ exterior stain10 Cast-in-place concrete footing - see structural drawings.11 Treated 1x6






83' - 0"

1A 03.02


2A 03.03

2A 04.10

plx CANOPY_LOW79' - 1"

32x10

5

6

8" x 8" x 16" ptd.Cmu wall. Refer tostructuraldwgs/notes forreinforcing &control jointrequirements

2

View line from east sidwalk of 8th Street.

Shade structure

22' -

0 1

/2"

PL




78' - 5"

76' - 10"

x building pad54' - 1"




C1 C2

C4C3


83' - 0"1A 03.02 pl

EQUIPT COURTT.O.W.

73' - 5 1/2"

1

2

A 04.051

11' -

7"

4' -0" x 8' - 0" Garden Window w/ 1/4"steel round bar trellis

48

A 04.055

8'-0" X 10'-0" WOOD PRIVACY GATE TO MATCHGARDEN WALL.

8' - 0"

10' -

0"

4' - 0"

13' - 10 1/2" 13' - 10 1/4" 13' - 10 7/8"

3' - 7"6' - 6"

9' -

4 1/

2"9"

3' -

6 1/

4"5

3/8"

8' -

4 7/

8"

28' - 2 1/4" 16' - 4 7/8"

7

2

1' -

6 1/

2"

Solder Course at watertable.Refer to wall details.

Steel frame EntryCanopy. Refer to framingplan for size and detailingof members.

Planting Area - Future use forsidewalk cafe will require approval byANC/Historic. Treat area withsoftscape planting, to provideadequate drainage at foundation wall.

Wood entry door with side lites andtransom. Provide all hardware andtresholds to provide barier free entry andegress. Provide presure sensitive egresshardware to meet IBC 2006 1008.1

PL

MASONRY - T.O.EE63' - 7 1/4"


MASONRY - T.O.GG66' - 7 1/8"



78' - 5"

44' - 7 1/4"

6 1/4" / 1'-0"

Scale

Project number

Date

Drawn by



1/4" = 1'-0"

6/7/

2016

12:

22:3

8 PM

A 04.01

ELEVATIONSN/A


Issue DateAuthor

1/4" = 1'-0"1 *North*

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

Keynote Legend


6 Parapet Cap Flashing7 Planter-1/8" steel plate welded @ joints.

Keynote Legend


1 Treated 1x62 8" x 8" x 16" ptd. Cmu wall. Refer to structural

dwgs/notes for reinforcing & control joint requirements3 Standing Seam Metal Roof4 2x105




1A 03.01

2A 03.01


Roof Deck71' - 1"

C5 C6 C7 C8 C9



83' - 0"


C11C10

2' -

3 7/

8"

6' - 6"

9' -

0 1/

2"

6' - 3 1/2"

EQUAL EQUAL


Brick cavity wall on steel studs.

C9X

20

Fiber cementsheathing

C6x8.2

8' -

10 1

/4"

9

4

10

11

MASONRY - T.O.EE63' - 7 1/4"


MASONRY - T.O.GG66' - 7 1/8"


18' -

11

5/8"


78' - 5"

Roof Deck71' - 1"


EQUIPT COURTT.O.W.

73' - 5 1/2"

4' - 7"

1

2

3

1"

Steel framesimulated lightwindows, with steelchannel headerabove. (TYP.)

C9x20Architectural steel channelframe, bolted to wall structure.


66

6' - 4 7/8"

6' - 3 3/4"

Ref. Structural Framing Plan

1A 03.01

2A 03.01



Roof Deck71' - 1"



83' - 0"



Green screen wallsystem

Extend sidding over cmufoundation wall to 6" abovegrade, parge all visible cmuwall and paint. Contractor toinstall HD screen/hardwarecloth at sill between cmu andscreen wall to eliminate anyoppenings to vermine.

8" x 8" x 16" ptd.Cmu wall. Refer tostructuraldwgs/notes forreinforcing &control jointrequirements





MASONRY - T.O.EE63' - 7 1/4"


MASONRY - T.O.GG66' - 7 1/8"



78' - 5"6

77

712

3

Scale

Project number

Date

Drawn by



1/4" = 1'-0"

6/7/

2016

12:

22:4

7 PM

A 04.02

ELEVATIONSN/A


Issue DateAuthor

1/4" = 1'-0"1 * East * 1/4" = 1'-0"2 ELEVATION - ENTRY

1/4" = 1'-0"3 *West




Roof Deck71' - 1"


C1 C2

C4C3


83' - 0"

pl



5' -

0 1/

2"

1

2

3 2

?

5

2

4

2

5

A 04.052

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

28' - 6"

1' -

11"

5"1'

- 11

"1"

1' -

11"

1"1'

- 11

"1"

1' -

11"

TYP.1"

11 1

/2"

4

A 04.05

3A 04.10

CertainTeed Color Max PrefinishedSmooth Vertical Panel - Pewter Upper bar Structure

West78' - 5"

8"


Roof Deck71' - 1"

C3


4"1

1/2"

1' -

11"

1"

1' -

11"

1"

1' -

11"

1"

PAN

EL W

IDTH

1' -

11" T

YP.

1"

V.I.F

.

11"

1"

Contactor to field verify base panel dimentionsbased on TYP. Panel dimensions and panelspacing.

6

1

5



Roof Deck71' - 1"


pl


1

6

6

1

8

2

?

5






2' -

7 1/

2"

R 7"

7 1/

2"

2A 03.03

2A 04.10


39

48

Steel Window Trelis - w/ 1/4"round bar welded to steel angleframe7

A 04.05

6A 04.05

MASONRY - T.O.EE63' - 7 1/4"

Steel Planter Box



7

A 04.05

MASONRY - T.O.EE63' - 7 1/4"

1' - 6"

Bench - 1/8" Steel Plate on wood deck andframing. Field grind all exposed edges.Provide continous smooth uniform edge with1/16" radius.

1011

1/2" steel round bar3/8" steel round bar

2 x 6 Rough sawn wood framing

R 3"

1' -

8 7/

8"

Steel angle for continuous frame with miteredcorners. Provide continuous welds at all visiblejoints. Grind welds flush to face of angle.

16 ga. steel @ head & jamb, fastened with SS. deck scrw.Provide 3" "L" to case opening

3"2 1/2"

4' - 0"

6A 04.05

Scale

Project number

Date

Drawn by



As indicated

6/7/

2016

12:

22:5

8 PM

A 04.05

ELEV. - DetailN/A


Issue DateAuthor

1/2" = 1'-0"1 Detail - Parapet South

1" = 1'-0"2 Detail - TYP. Panel Spacing @ Parapet

1" = 1'-0"3 Callout of WALL SECTION - BRICK TYP.

1 1/2" = 1'-0"4 Detail - Exterior Light

1/2" = 1'-0"5 Window Trellis / Bench

1/2" = 1'-0"6 Window Trellis

1/2" = 1'-0"7 Detail - Trellis Window @ Garden

Keynote Legend


1 Fiber cement sheathing2 C9x203 Treated 1x645 Factory applied painted finish (see finish schedule)6 6" Metal Stud7 Pressure treated wood decking8 3" Cast-in-Place Concrete Slab w/ Metal Decking9 L3x2x0.312510 Rough sawn 1 x 6 pine bd. W/ exterior stain11 L4x3x0.25


Scale

Project number

Date

Drawn by



12" = 1'-0"

6/7/

2016

12:

23:0

1 PM

G 01.00

RenderingsN/A


Issue DateAuthor

12" = 1'-0"1 Exterior ENTRY - VIEW NORTH_ evening

12" = 1'-0"2 Exterior ENTRY - VIEW NORTH

12" = 1'-0"3 Exterior_ENTRY - Future Massing

12" = 1'-0"4 Exterior_Garden Bar 12" = 1'-0"5 Exterior_Garden looking NE 3D

12" = 1'-0"6 Interior View Bar Area

12" = 1'-0"8 Roof Deck looking south


720 l street beergarden

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