STAFF RECOMMENDATION Avenue North (MLK, Jr Academic … M… · The project meets section II.4 of the design guidelines. Differentiation & Removability: The addition is differentiated

613 17th Avenue North Metro Historic Zoning Commission, April 20, 2016 1

STAFF RECOMMENDATION

613 17th

Avenue North (MLK, Jr Academic Magnet School)

April 20, 2016

Application: New construction-addition

Map and Parcel Number: 09208001600

Council District: 19

Applicant: JC Elder, Bauer Askew Architecture

Project Lead: Robin Zeigler, [email protected], 615-862-7970

Description of Project: The applicant proposes an addition

(phase I.b.) to an addition approved in 2015.

Recommendation Summary: Staff recommends approval with

the conditions that staff provide final approval of masonry design,

dimensions and color and metal colors and final approval of

windows and doors. With these conditions, the project meets the

design guidelines for new construction on a Landmark site.

Attachments

A: Site Plan

B: Elevations

mailto:[email protected]


Vicinity Maps

Aerials


Applicable Design Guidelines:

I. Secretary of Interior Standards

B. By state law, all design guidelines for neighborhood conservation zoning overlays must comply

with the Secretary of the Interior's Standards for Treatment of Historic Properties:

1. A property shall be used for its historic purpose or be placed in a new use that requires minimal changes

to the defining characteristics of the building and its site and environment.

2. The historic character of a property shall be retained and preserved. The removal of historic materials

or alteration of features and spaces that characterize a property shall be avoided.

3. Each property shall be recognized as a physical record of its time, place, and use. Changes that create a

false sense of historical development, such as adding conjectural features or architectural elements from

other buildings, shall not be undertaken.

9. New additions, exterior alterations, or related new construction shall not destroy historic materials that

characterize the property. The new work shall be differentiated from the old and shall be compatible with

the massing, size, scale, and architectural features to protect the historic integrity of the property and its

environment.

10. New additions and adjacent or related new construction shall be undertaken in such a manner that if

removed in the future. The essential form and integrity of the historic property and its environment would

be unimpaired.

II. BUILDING SITE

Some Historic Landmark Districts consist only of the historic building and the land immediately

underneath it. Other landmark districts consist of a building and the landscape surrounding the landmark.

Often this landscape or site is an integral part of the landmark's importance and construction on or

alteration of the site may have an impact on the landmark building itself. The following guidelines are

intended for use when construction is proposed on a landmark site:

4. Construction of new buildings adjacent to the landmark building shall not detract from or diminish the

value of the landmark itself. Standards 9 & 10 from the above guidelines address new construction and

shall be applied when new buildings are proposed in a landmark district.

Background:

Located at 613 17th Avenue North and formerly Pearl High School, the original portion

of this Art Deco building was completed in 1937 and designed by the prominent African-

American architectural firm of McKissack and McKissack. For many years Nashville’s

only high school for black students, Pearl is significant as a community anchor for

African Americans during segregation. The school was a project of the Public Works

Administration (PWA) and maintains a high degree of architectural integrity with

replacement windows and doors representing the only significant changes to the façade.

Additions to the original structure include a vocational building (1945) and gymnasium

(1964). Designated 7/30/2004; Ordinance No. BL2004-280

On August 19, 2015 the MHZC approved phase I.a. of this project which included

removal of non-contributing buildings, the reorientation of parking and an addition,


behind the most significant building on campus and to the left of later historic additions.

The proposed addition for phase I.b. will complete the previously approved addition.

Analysis and Findings:

Building Site: The MLK, Jr. Academic Magnet High School is a local Historic

Landmark. The primary historic 1937 portion of the campus faces 17th

Avenue North.

The proposed addition will be behind this portion with highly visible portions on Jo

Johnston Avenue and Dr. DB Todd Jr. Blvd. (See figure 1.) It will be attached to the left

side of the 1945 addition. (See figure 2.)

1937

1945

1964

Location of

addition

Figure 1: Shows the dates of construction for the MLK campus.

Figure 2: This parking area (to the side of the 1945 addition) is where Phase I.b. will be constructed.


The proposed addition does not alter or remove significant features of the site. The

location keeps the addition from detracting from the historic portions of the campus.

There are no known archaeological areas in this heavily disturbed area. For these

reasons, Staff finds the project to meet section II of the design guidelines.

Compatibility of Massing & Form: The addition will be three-stories with a flat roof and

parapet, similar to the historic portions of the campus. The façade is broken into four

bays, with a taller central bay, again, similar to the historic portions of the campus. A

two story portion attaches the new building to the two-story existing building, creating a

visual break between the historic addition and the taller new construction. The façade

facing Dr. DB Todd Blvd will not affect the historic character of the campus as it will not

be seen in relationship to the original building nor will it physically touch the earliest

building on campus. The Jo Johnston Ave façade will have an impact on the historic

portion of the campus due to its proximity to the 1945 addition; however, this is

minimized with the lower-scale two-story connector piece. The project meets section II.4

of the design guidelines.

Differentiation & Removability: The addition is differentiated from the old with a

contemporary design that is compatible to the historic design. There is a clear break

between the old and the new, allowing for not only a visual separation but the ability to

remove later construction if there is ever a desire to fully restore earlier portions of the

campus to current conditions. The project meets sections 9 and 10 of the Secretary of

Interior Standards.

Compatibility of Openings: The rhythm of openings, window proportions, and window

design are similar to the both the earliest historic building and the later 1945 addition.

The project meets Secretary of Interior Standard 9.

Figures 1 and 2: The rhythm of openings and of façade articulation are similar to the historic

building.


Compatibility of Materials: Materials for the siding include brick, calcium silicate

masonry units, architectural exposed concrete and metal panels. The masonry products

are similar to the materials used on the historic building and provide for a modern

interpretation the simple brick and stone. Staff recommends final review of the masonry

and the metal panel colors. Windows and their components include aluminum

storefronts, metal panel rain screens, spandrel glass at the floor lines, and painted

aluminum curtain wall. Staff recommends final review of masonry design, dimensions

and color, metal colors and window designs.

Recommendation:

Staff recommends approval with the conditions that staff provide final approval of

masonry design, dimensions and color and metal colors and final approval of windows

and doors. With these conditions, the project meets the design guidelines for new

construction on a Landmark site.

TT

EXISTING BUILDING

12

02

JO JO

HN

SON

AVE

LOADING AREA

05

01

03

04

PHASE IADDITION

9

10

07

DR. D.B. TODD BOULEVARD06

06 18TH AVENUE06

08

11

11

13

ADD /ALT #1

PROPOSEDPHASE II

ADDITION

PROPOSEDPHASE II

ADDITION

14

14

KEY PLAN

NEWCONSTRUCTION

PHASE 1

EXISTINGAUDITORIUM

EXISTINGVOCATIONAL

WING

EXISTINGGYMNASIUM +DINING WING

ORIGINAL PEARLHIGH SCHOOL

AS1.0101

Sim

COPYRIGHT 2015 BAUER | ASKEW Architecture, pllc. | NO PART OF THIS WORK COVERED BY THE COPYRIGHT MAY BE REPRODUCED OR COPIED IN ANY FORM OR BY ANY MEANS GRAPHIC, ELECTRONIC, OR MECHANICAL, INCLUDING PHOTOCOPYING- WITHOUT WRITTEN PERMISSION FROM BAUER ASKEW ARCHITECTURE, PLLC. IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT TO ALTER AN ITEM IN ANY WAY.

Sheet Number

www.baueraskewarchitecture.com

B A U E R A S K E Wa r c h i t e c t u r e , p l l c

6 1 5T 7 2 6 . 0 0 4 7F 7 2 6 . 4 8 9 1

6 1 5

1 6 1 5s i x t e e n t ha v e n u e s o u t h

n a s h v i l l et e n n e s s e e

3 7 2 1 2

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

21

21

10/

7/20

15 1

1:56

:27

PM

ARCHITECTURAL SITE PLAN

AS1.0102 OCTOBER 2015

CONSTRUCTION DOCUMENTS

14005MARTIN LUTHER KING, JR.

ACADEMIC MAGNET SCHOOL

613 17TH AVENUE NORTHNASHVILLE, TN 37203

PHASE IMBOE # 800497.14.1A

SITE PLAN01 Site

0 10' 20'

SITE PLAN KEYNOTES

1 TEMPORARY SIDEWALK FOR PHASE I2 10'- 0" WIDE X 8'- 0" HIGH MASONRY FIRE BARRIER (4HOUR)3 CONC. BOLLARDS; REFER TO CIVIL FOR DETAILS4 BIOSWALE; REFER TO CIVIL FOR DETAILS5 NEW CONC. PAVEMENT; REFER TO CIVIL DWGS6 NEW SIDEWALK; REFER TO CIVIL DWGS7 NEW CONC.RAMP, HANDRAIL, + RETAINING WALL8 NEW POWER POLE9 NEW ASPHALT PAVEMENT10 NEW TEMPORARY PARKING LOT. UTILIZE EXISTING BUILDING SLABS11 COORDINATE EXISTING BUILDING REQUIREMENTS W/ NES REQUIREMENTS12 NEW TRANSFORMER + CONC. PAD; COORDINATE W/ NES13 EXISTING SIDEWALK TO ROWAN14 LOCATION OF JOB SIGN

REVISION DATE

jelder

Text Box

Original Phase Ia Submission--previously approved

jelder

Polygonal Line

T

EXISTING BUILDING

JO JO

HN

SON

AVE

LOADING AREA

05

03

04

PHASE IAADDITION

9

10

07

DR. D.B. TODD BOULEVARD06

06 18TH AVENUE06

08

11

10

13

ADD /ALT #1

PROPOSEDPHASE II

ADDITION

14

14

69Kv LINE CLEARANCE + 6'-0"TO ERECT SCAFFOLDING

DISTRIBUTION LINE CLEARANCE (DOUBLEALLEY CROSSBAR) + 6'-0" TO ERECTSCAFFOLDING

69Kv POWER LIN

E 18' - 0"

18' - 0"

16' - 0"

DISTRIBUTION POWER LINE

DISTRIBUTION POWER LINES [RELOCATED]

18' - 0"

PHASE IBADDITION

30' - 0"

2' -

0"10

' - 0

"2'

- 0"

11' - 6" 10' - 0" 3' - 0"

EXISTING STADIUM TO REMAIN

15

18

16

17

69Kv LINECLEARANCE + 6'-0"TO ERECTSCAFFOLDING

01

1219

02

21

KEY PLAN

NEWCONSTRUCTION

PHASE 1

EXISTINGAUDITORIUM

EXISTINGVOCATIONAL

WING

EXISTINGGYMNASIUM +DINING WING

ORIGINAL PEARLHIGH SCHOOL

AS1.0101


Sheet Number



6 1 5T 7 2 6 . 0 0 4 7F 7 2 6 . 4 8 9 1

6 1 5



3 7 2 1 2

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

21

21

3/4/

2016

5:2

7:08

PM

ARCHITECTURAL SITE PLAN

AS1.0126 FEBRUARY 2016






SITE PLAN01 Site

0 10' 20'

SITE PLAN KEYNOTES

1 DUMPSTER2 10'- 0" WIDE X 8'- 0" HIGH MASONRY FIRE BARRIER (4HOUR)3 CONC. BOLLARDS; REFER TO CIVIL FOR DETAILS4 BIOSWALE; REFER TO CIVIL FOR DETAILS5 NEW CONC. PAVEMENT; REFER TO CIVIL DWGS6 NEW SIDEWALK; REFER TO CIVIL DWGS7 NEW CONC.RAMP, HANDRAIL, + RETAINING WALL8 NEW POWER POLE9 NEW ASPHALT PAVEMENT10 NEW TEMPORARY PARKING LOT. UTILIZE EXISTING BUILDING SLABS11 COORDINATE EXISTING BUILDING REQUIREMENTS W/ NES REQUIREMENTS12 NEW TRANSFORMER + CONC. PAD; COORDINATE W/ NES13 EXISTING SIDEWALK TO REMAIN14 LOCATION OF JOB SIGN15 GRASS STRIP16 POST, CURB, + GUTTER SYSTEM17 CROSSWALK18 RETAINING WALL19 EXISTING POLE21 EXISTING BUILDING

REVISION DATE

jelder

Polygonal Line

jelder

Text Box

Revised Phase Ib Submission

jelder

Polygonal Line

MAIN LEVEL (EXISTING)98' - 3"

SECOND FLOOR LEVEL115' - 4"

E D C

B.O. ROOF DECK146' - 0"

THIRD LEVEL130' - 8"

MAIN LEVEL (ADDITION)100' - 0"

FGHiK J

02A4.01

01A4.01

T.O. BRICK144' - 0"

06

02

T.O. PARAPET148' - 0"

01A4.12

01A4.11

04A4.11

19

14' -

0 3

/8"

1' -

3 5/

8"

2' -

8"

8' -

0"4'

- 8"

2' -

8"8'

- 0"

2' -

8"4'

- 0"

14

23

15

06 TYP.

05

10

07

01 TYP.

07

08

1410

20

104

04 04

0202

11 11 1101

01

02

04

06 TYP.

08 TYP.

01 TYP.

01 TYP.

26 23

23

08 TYP.

02

14

04

07 TYP.

06 TYP.

04

13

09

07 TYP.

06 TYP.

04

22

21

11

(477.5')

(475.8')

(492.83')

(508.16')

(521.5')

(523.5')

(525.5')

12

(1945) HIGH PARAPET128' - 3"

05A5.33

F.8H.2 B AJ.5J.8

13

12

14

21

20

08

08

29

30

EQ EQ EQEQ

03A5.24

05A8.12

03



EDC




F G H i KJ

02A4.01

01A4.01

T.O. BRICK144' - 0"

14T.O. PARAPET

148' - 0"

08

01

26

20

01

14

19

(477.5')

(475.8')

(492.83')

(508.16')

(521.5')

(523.5')

(525.5')

SECOND LEVEL (1945)111' - 3"

7' -

4"

F.8 H.2BA J.5 J.8

149' - 4"

01 01 15 01 15

01

01 01

0101

01 01

1717

16

0101

01 01

19

130132131A

115A

151' - 0"150' - 6"

18 18

28

25

26

27

03

08

04

FDC

2528

05A8.12


Sheet Number



6 1 5T 7 2 6 . 0 0 4 7F 7 2 6 . 4 8 9 1

6 1 5



3 7 2 1 2

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

21

21

3/4/

2016

5:2

7:01

PM

BUILDING ELEVATIONS

A3.0226 FEBRUARY 2016






BUILDING ELEVATION02 NORTH

0 1'2' 4' 8'

0 1'2' 4' 8'

ELEVATION NOTES

01 STANDARD MODULAR BRICK; RUNNING BOND; COLOR: TBD02 CALCIUM SILICATE MASONRY UNITS; RUNNING BOND; COLOR:

LIMESTONE03 CALCIUM SILICATE MASONRY SILL; COLOR TO MATCH CALCIUM

SILICATE MASONRY UNITS04 2" X 6" FRONT SET PAINTED ALUMINUM STOREFRONT SYSTEM

WITH 2" X 2" SNAP TRIM AT PERIMETER AND VERTICALMULLIONS [COLOR: PEWTER]; REFER TO WINDOW SCHEDULE

05 2" X 6" FRONT SET PAINTED ALUMINUM CURTAIN WALL SYSTEM[COLOR: PEWTER]; REFER TO WINDOW SCHEDULE

06 1" INSULATED VISION GLAZING07 1" INSULATED SPANDREL PANEL08 PREFINISHED METAL PANEL RAIN SCREEN SYSTEM09 PREFINISHED METAL PANEL FASCIA WITH DRIP EDGE AND SOFFIT10 HORIZONTAL - CONTROL JOINT WITH THRU WALL FLASHING;

VERTICAL - 3/8" JOINT WITH CONTINUOUS BACKER ROD ANDSEALANT. SEALANT COLOR TO BE SELECTED BY ARCHITECT.ALIGN AT FULL AND HALF COURSING

11 ARCHITECTURAL EXPOSED CONCRETE WALL12 SINGLE SLOPE TRANSLUCENT SKYLIGHT (SUPER SKY, EDGE

POLYCARBONATE SYSTEM OR EQUAL), TYP.13 SINGLE PLY MEMBRANE ROOFING SYSTEM; REFER TO ROOF

PLAN FOR DETAILS14 PREFINISHED METAL COPING, COLOR TO MATCH ADJACENT

MATERIAL; REFER TO DETAILS FOR DIMENSIONS15 ROOF FLASHING/COUNTERFLASHING AT MASONRY16 PAINTED HOLLOW MTL DOOR AND FRAME; COLOR TO BE

SELECTED BY ARCHITECT17 PAINTED HOLLOW MTL DOOR AND FRAME WITH 1" INSULATED

GLAZING LITE18 BOLLARD-MOUNTED ADA ACTUATOR19 EXISTING BUILDING BEYOND20 ROOF TOP MECHANICAL UNITS; REFER TO MECH DWGS FOR

DETAILS21 EXTERIOR CONCRETE RAMP; REFER TO CIVIL FOR DETAILS22 EXTERIOR PAINTED STEEL HANDRAIL; REFER TO CIVIL FOR DETAILS23 TEMPORARY WALL PHASE I: BASIS OF DESIGN "STOTHERM

ESSENCE" EIFS SYSTEM ASSEMBLY W/ R-7.5 MIN RIGID INSUL.;EXT GYP SHEATHING ON MTL STUDS W/ R-13 MIN BATT INSULIN STUD CAVITY

24 BRONZE DOWN SPOUT NOZZLE WITH LAMBS TOUNGE; REFERTO PLUMBING DWGS FOR DETAILS

25 WALL HYDRANT; REFER TO PLUMBING DWGS26 FINISH GRADE; REFER TO CIVIL DWGS27 CONCRETE FORMWORK JOINT; ALIGNED WITH VERT. MULLION,

TYP.28 FIRE DEPARTMENT CONNECTION WITH SIGNAGE; REFER TO

CIVIL/FP DWGS, AS WELL AS LOCAL REQUIREMENT29 SUMP PUMP DRAIN; REFER TO PLUMBING DRAWINGS; CENTER

ON CENTERLINE OF VERTICAL MULLION, TYP.30 PREFINISHED METAL GUTTER AND DOWNSPOUTNOTE FOR ENLARGED WINDOW ELEVATIONS AND GLAZING TYPES;

REFER TO THE A6 SERIES SHEETS.

BUILDING ELEVATION01 SOUTH

REVISION DATE



7 6 5 4




89 6.28.3

01A4.02

02A4.02

7.6

T.O. BRICK144' - 0"

14

04 TYP.


6.8

3' -

4"

11' -

4"

08 09

01 010101

01 01 01 01

01

01 01

01 05

10

3' -

4"8'

- 1"

3' -

11"2'

- 8"

8' -

0"4'

- 8"

2' -

8"7'

- 4"

3' -

4"3'

- 4" 8"

14' -

0 3

/8"1'

- 3

5/8"

2' -

8"8'

- 0"

4' -

8"2'

- 8"

8' -

0"2'

- 8"

4' -

0"

(477.5')

(492.83')

(508.16')

10

03 TYP.

13

15

09

04

07 TYP.

06 TYP.

22

21

01 08 TYP. 01 08 TYP.02 01 08 TYP.0202

02 02 02

10

14

20

14

10

20

14

07 TYP.

02

09

05

06

08

01

1014

23

11 26 11 TYP.

2' -

0"

24

25

10

10 TYP.

10

(521.5')

(475.8')

5.5

27

(523.5')

(525.5')

04A4.22

1

4' - 0" 25' - 0" 5' - 4" 26' - 8" 4' - 0" 6' - 0 13/16"42' - 1"

3.2 3 2

3' -

11 5

/8"

4' -

0"4'

- 0"

2' -

8"4'

- 0"

4' -

0"4'

- 8"

2' -

8"4'

- 0"

4' -

0"

2.2

41' - 11 5/8"

01A2.13

05A5.30

05A4.11

3.1

05 01 01

0101

01 01

1' -

8 1/

4"2"

1' -

10"

1' -

10"

11' -

4"

1' -

10"



7654




8 96.2 8.3

01A4.02

02A4.02

7.6

T.O. BRICK144' - 0"

01

14

NOTE: FOR SECTION INFORMATION, RE: 02/A4.01


02A4.12

6.8

03A4.12

01

01 01

01 01

01 01

01

07

4' -

0"2'

- 8"

8' -

0"2'

- 8"

4' -

8"8'

- 0"

18' -

0"

06 TYP.

02

04 TYP.

08 TYP.

10

03

01

26

10

20

10 10 14

02

05

06 TYP.

10

01 TYP.

03

14

23

11

22

21

(477.5')

(475.8')

(492.83')

(508.16')

(521.5')

14

15

5.5

(523.5')

(525.5')

04A4.22

13.232 2.2

0101

0101

0101

01 01

05A4.11

3.1

26


Sheet Number



6 1 5T 7 2 6 . 0 0 4 7F 7 2 6 . 4 8 9 1

6 1 5



3 7 2 1 2

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

21

21

3/4/

2016

5:2

6:54

PM

BUILDING ELEVATIONS

A3.0126 FEBRUARY 2016






BUILDING ELEVATION01 WEST

BUILDING ELEVATION02 EAST

0 1'2' 4' 8'

0 1'2' 4' 8'

ELEVATION NOTES

01 STANDARD MODULAR BRICK; RUNNING BOND; COLOR: TBD02 CALCIUM SILICATE MASONRY UNITS; RUNNING BOND; COLOR:

LIMESTONE03 CALCIUM SILICATE MASONRY SILL; COLOR TO MATCH CALCIUM

SILICATE MASONRY UNITS04 2" X 6" FRONT SET PAINTED ALUMINUM STOREFRONT SYSTEM

WITH 2" X 2" SNAP TRIM AT PERIMETER AND VERTICALMULLIONS [COLOR: PEWTER]; REFER TO WINDOW SCHEDULE

05 2" X 6" FRONT SET PAINTED ALUMINUM CURTAIN WALL SYSTEM[COLOR: PEWTER]; REFER TO WINDOW SCHEDULE

06 1" INSULATED VISION GLAZING07 1" INSULATED SPANDREL PANEL08 PREFINISHED METAL PANEL RAIN SCREEN SYSTEM09 PREFINISHED METAL PANEL FASCIA WITH DRIP EDGE AND SOFFIT10 HORIZONTAL - CONTROL JOINT WITH THRU WALL FLASHING;

VERTICAL - 3/8" JOINT WITH CONTINUOUS BACKER ROD ANDSEALANT. SEALANT COLOR TO BE SELECTED BY ARCHITECT.ALIGN AT FULL AND HALF COURSING

11 ARCHITECTURAL EXPOSED CONCRETE WALL12 SINGLE SLOPE TRANSLUCENT SKYLIGHT (SUPER SKY, EDGE

POLYCARBONATE SYSTEM OR EQUAL), TYP.13 SINGLE PLY MEMBRANE ROOFING SYSTEM; REFER TO ROOF

PLAN FOR DETAILS14 PREFINISHED METAL COPING, COLOR TO MATCH ADJACENT

MATERIAL; REFER TO DETAILS FOR DIMENSIONS15 ROOF FLASHING/COUNTERFLASHING AT MASONRY16 PAINTED HOLLOW MTL DOOR AND FRAME; COLOR TO BE

SELECTED BY ARCHITECT17 PAINTED HOLLOW MTL DOOR AND FRAME WITH 1" INSULATED

GLAZING LITE18 BOLLARD-MOUNTED ADA ACTUATOR19 EXISTING BUILDING BEYOND20 ROOF TOP MECHANICAL UNITS; REFER TO MECH DWGS FOR

DETAILS21 EXTERIOR CONCRETE RAMP; REFER TO CIVIL FOR DETAILS22 EXTERIOR PAINTED STEEL HANDRAIL; REFER TO CIVIL FOR DETAILS23 TEMPORARY WALL PHASE I: BASIS OF DESIGN "STOTHERM

ESSENCE" EIFS SYSTEM ASSEMBLY W/ R-7.5 MIN RIGID INSUL.;EXT GYP SHEATHING ON MTL STUDS W/ R-13 MIN BATT INSULIN STUD CAVITY

24 BRONZE DOWN SPOUT NOZZLE WITH LAMBS TOUNGE; REFERTO PLUMBING DWGS FOR DETAILS

25 WALL HYDRANT; REFER TO PLUMBING DWGS26 FINISH GRADE; REFER TO CIVIL DWGS27 CONCRETE FORMWORK JOINT; ALIGNED WITH VERT. MULLION,

TYP.28 FIRE DEPARTMENT CONNECTION WITH SIGNAGE; REFER TO

CIVIL/FP DWGS, AS WELL AS LOCAL REQUIREMENT29 SUMP PUMP DRAIN; REFER TO PLUMBING DRAWINGS; CENTER

ON CENTERLINE OF VERTICAL MULLION, TYP.30 PREFINISHED METAL GUTTER AND DOWNSPOUTNOTE FOR ENLARGED WINDOW ELEVATIONS AND GLAZING TYPES;

REFER TO THE A6 SERIES SHEETS.

REVISION DATE

Documents

STAFF RECOMMENDATION Avenue North (MLK, Jr Academic … M… · The project meets section II.4 of the design guidelines. Differentiation & Removability: The addition is differentiated