city of raleigh staff report one exchange plaza raleigh … · 2020-07-24 · staff report. raleigh...

Staff Report Raleigh Appearance Commission Administrative Alternate Request

Case File / Name: AAD-12-20 – 6200 Glenwood Avenue General Location: Glenwood Avenue and Munford Road Owner: Fifth Third Bank Contact: Bethany Rooney, [email protected] Cross- Reference: SPR-0271-2019

Request: The applicant requests an administrative alternate for UDO Section 1.5.6. Build-to.

Nature of Request: UDO Section 1.5.6. Build-to A. Defined: 1. The build-to is the area on the lot where a certain percentage of the front

principal building façade must be located, measured as a minimum and maximum setback range from the edge of the proposed or existing right-of-way, whichever is greater.

2. The required percentage specifies the amount of the front building façade that must be located in the build-to, measured based on the width of the building divided by the width of the site or lot.

B. Intent: 1. The build-to is intended to provide a range for building placement that

strengthens the street edge along the right-of-way, establishing a sense of enclosure by providing spatial definition adjacent to the street.

2. The building edge can be supplemented by architectural elements and certain tree plantings aligned in a formal rhythm. The harmonious placement of buildings to establish the street edge is a principal means by which the character of an area or district is defined.

3. The build-to range is established to accommodate some flexibility in specific site design while maintaining the established street edge.

C. General Requirements: 1. On corner lots, a building façade must be placed within the build to for the

first 30 feet along the street extending from the block corner. 2. With the exception of parking areas, all structures and uses customarily

allowed on the lot are permitted in the build-to area. 3. Any common area is not required to meet the build-to requirements 4. Riparian Buffers, Floodways, areas of steep slope (defined as slopes in

excess of 25%), pre-established and recorded Tree Conservation Areas and portions of property encumbered by overhead electric transmission lines rated to transmit 230 Kv, for any second driveway required by this code that must cross the build-to area, the additional width of the driveway up to a

City of Raleigh Urban Design Center One Exchange Plaza

Suite 100 Raleigh, NC 27601

(919) 996-4639 www.raleighnc.gov

mailto:[email protected]

maximum of 25’, and City of Raleigh utility easements shall not be considered when calculating the build-to percentage or build-to range.

The applicant is proposing to develop a bank branch building within a Commercial Mixed Use, 3 Story, Parking Limited district (CX-3-PL). As this is a General Building type in a -CX district with Parking Limited frontage, the required build-to is 50% with a setback range of 5’-100’ from the primary street. In this case, the primary street is Glenwood Avenue. The proposed bank building only occupies 24.2% of the build-to for the Glenwood Avenue frontage. Combined, the building and a proposed amenity area would occupy 50% of the primary street build-to for the site.

Additional UDO Sections: Sec. 1.5.3. Outdoor Amenity Area

B. Intent 1. Outdoor amenity areas are intended to provide usable on-site open space in

both residential and non-residential developments for the healthy enjoyment of occupants, invitees and guests of the development.

2. In more intensely developed urban contexts, outdoor amenity areas are also intended to provide visual breaks.

C. General Requirements 1. Where outdoor amenity area is required, it must be provided on-site and

must be available for use by or as an amenity for the occupants, invitees and guests of the development.

2. All required outdoor amenity areas must be ADA accessible. 3. Required outdoor amenity area may be met in 1 contiguous open area or in

multiple open areas on the lot; however, to receive credit, each area must be at least 10 feet in width and length.

4. Required outdoor amenity area may be located at or above grade. 5. Required outdoor amenity area cannot be parked or driven upon, except for

emergency access and permitted temporary events. 6. In all other districts except DX-, required outdoor amenity area may be

covered but cannot be enclosed. 7. Above-ground stormwater detention facilities shall not be considered an

outdoor amenity area. 8. Tree Conservation areas shall not be considered an outdoor amenity area.

Sec. 3.4.5 Parking Limited C. Build-to (General Building) C1. Primary street build-to (min/max) 5’/100’ C2. Building width in primary build-to (min) 50%

C3. Side street build-to (min/max) 0’/100’ C4. Building width in side build-to (min) 25%

Administrative Alternate Findings: Sec. 1.5.6. Build-to

The Planning Director may in accordance with Sec. 10.2.17. reduce the build-to requirement, subject to all of the following findings:

1. The approved alternate meets the intent of the build-to regulations;

2. The approved alternate conforms with the Comprehensive Plan and adopted City plans;

3. The approved alternate does not substantially negatively alter the character-defining street wall or establish a build-to pattern that is not harmonious with the existing built context;

4. The change in percentage of building that occupies the build-to area or increased setback does not negatively impact pedestrian access, comfort or safety; and

5. Site area that would have otherwise been occupied by buildings is converted to an outdoor amenity area under Sec. 1.5.3.B.

Comprehensive Plan Guidance:

Policy LU 2.1 - Placemaking Development within Raleigh’s jurisdiction should strive to create places, streets,

and spaces that in aggregate meet the needs of people at all stages of life, are visually attractive, safe, accessible, functional, inclusive have their own identity, and maintain or improve local character. Policy LU 2.2 – Compact Development New development and redevelopment should use a more compact land use pattern to support the efficient provision of public services, improve the performance of transportation networks, preserve open space, and reduce the negative impacts of low intensity and non-contiguous development. Policy LU 4.5 – Connectivity New development and redevelopment should provide pedestrian and vehicular connectivity between individual development sites to provide alternative means of access along corridors. Policy LU 4.9 – Corridor Development Promote pedestrian-friendly and transit-supportive development patterns along multimodal corridors designated on the Growth Framework Map, and any corridor programmed for “transit intensive” investments such as reduced headways, consolidated stops, and bus priority lanes and signals.

Policy LU 5.1 – Reinforcing the Urban Pattern New development should be visually integrated with adjacent buildings, and more generally with the surrounding area. Quality design and site planning is required so that new development opportunities within the existing urban fabric of Raleigh are implemented without adverse impacts on local character and appearance.

Policy LU 7.4 – Scale and Design of New Commercial Uses New uses within commercial districts should be developed at a height, mass, scale, and design that is appropriate and compatible with surrounding areas. Policy LU 7.6 – Pedestrian-friendly Development New and redeveloped commercial and mixed-use developments should be pedestrian-friendly. Policy T 2.9 – Curb Cuts

The development of curb cuts along public streets—particularly on major streets—should be minimized to reduce vehicular conflicts, increase pedestrian safety, and improve roadway capacity.

Policy T 5.10 – Building Orientation All primary building entrances should front onto a publicly accessible, and easily discernible, and ADA-compliant walkway that leads directly from the street to the front door to improve pedestrian access.

Policy UD 1.4 – Maintaining Facade Lines Maintain the established facade lines of neighborhood streets by aligning the front walls of new construction with the prevailing facades of adjacent buildings, unless doing so results in substandard sidewalks. Avoid violating this pattern by placing new construction in front of the historic facade line unless the streetscape is already characterized by such variations. Where existing facades are characterized by recurring placement of windows and doors, new construction should complement the established rhythm.

Policy UD 4.1 – Public Gathering Spaces Encourage the development of public gathering spaces within all developments. Such spaces should be designed to attract people by using common and usable open space, an enhanced pedestrian realm, streetscape activation, and retail uses.

Policy UD 4.5 – Improving the Street Environment Create attractive and interesting commercial streetscapes by promoting ground level retail and desirable street activities, making walking more comfortable and convenient, ensuring that sidewalks are wide enough to accommodate pedestrian traffic, minimizing curb cuts and driveways, and avoiding windowless facades and gaps in the street wall.

Policy UD 5.1 – Contextual Design Proposed development within established neighborhoods should create or enhance a distinctive character that relates well to the surrounding area. Policy UD 6.2 – Ensuring Pedestrian Comfort and Convenience Promote a comfortable and convenient pedestrian environment by requiring that buildings face the sidewalk and street area, avoid excessive setbacks, and provide direct pedestrian connections. On-street parking should be provided along pedestrian-oriented streets and surface parking should be to the side or in the rear. This should be applied in new development, wherever feasible, especially on Transit Emphasis and Main Street corridors and in mixed-use centers. Policy UD 7.3 – Design Guidelines The Design Guidelines in Table UD-1 shall be used to review rezoning petitions and development applications for mixed-use developments; or rezoning petitions and development applications along Main Street and Transit Emphasis Corridors or in City Growth, TOD and Mixed-Use Centers, including preliminary site plans and development plans, petitions for the application of Downtown Overlay Districts, Planned Development Districts, and Conditional Use zoning petitions.

UDG 6 – A primary task of all urban architecture and landscape design is the physical definition of streets and public spaces as places of shared used. Streets should be lined by buildings rather than parking lots and

should provide interest especially for pedestrians. Garage entrances and/or loading areas should be located at the side or rear of a property. UDG 9 – To ensure that urban open space is well-used, it is essential to locate and design it carefully. The space should be located where it is visible and easily accessible from public areas (building entrances, sidewalks). Take views and sun exposure into account as well. UDG 10 – New urban spaces should contain direct access from the adjacent streets. They should be open along the adjacent sidewalks and allow for multiple points of entry. They should also be visually permeable from the sidewalk, allowing passersby to see directly into the space. UDG 13 – New public spaces should provide seating opportunities. UDG 14 – Parking lots should not dominate the frontage of pedestrian-oriented streets, interrupt pedestrian routes, or negatively impact surrounding developments. UDG 15 – Parking lots should be located behind or in the interior of a block whenever possible. Parking lots should not occupy more than 1/3 of the frontage of the adjacent building or not more than 64 feet, whichever is less.

400 North Ashley Drive, Suite 600, Tampa, Florida 33602 Phone: (813) 323‐9233 ▪ Fax: (813) 323‐9238 ▪ Website: www.bdgllp.com

Offices: Tampa, FL ‐ Charlotte, NC ‐ Birmingham, AL

May 28, 2020 City of Raleigh Development Services Customer Service Center One Exchange Plaza, Suite 400 Raleigh, NC 27601 RE: Administrative Alternate Fifth Third Bank – Former Valero Gas Station 6200 Glenwood Avenue Administrative Alternate Request Section(s) of UDO affected: Section 1.5.6 Build‐to and Section 1.5.3 Amenity Area Explanation of alternate requested: The principal building façade occupies approximately 24.20% of the lot width. This percentage of build‐to does not currently meet the requirement as defined in Section 1.5.6. Build‐to of the City of Raleigh UDO. The alternate request is for the inclusion of the amenity area as part of the build‐to area calculation. The inclusion of these areas will increase the build‐to area to 50% of the width. Statement of findings: The inclusion of the amenity area as part of the build‐to requirement strengthens the street edge and establishes a sense of enclosure along the adjacent street.

56'

24'

existingone story stuccosiding buildingf.f.e. 393.02'

building height: 31.0'

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5' BUILDING SETBACK

FIFTH THIRD2400

BRANCHFFE 392.00'

(6) STANDARD

SPACES

EXISTING FIRE HYDRANT

GLENWOOD AVENUE

S 17°56'25" W 169.93' (169.88')

PER B.M. 2017, PG. 2590PUBLIC RIGHT-OF-WAY VARIES

A.K.A. U.S. HIGHWAY 70

N 2

8°50

'50"

E 1

61.6

6' (N

28°

48'1

5" E

160

.57'

)

RECIPROCAL EASEMENTFOR COMMON DRIVEWAYPER EXCEPTION 3

DEED OF NEGATIVEEASEMENT PEREXCEPTION 5.

NEW LOT 2B.M. 2017, PG. 2590

NOW OR FORMERLYKIMCO RALEIGH LIMITED PARTNERSHIP

D.B. 9273, PG. 2266PIN: 0786874371

ZONED: CX-3-PLS 49°50'07" E 183.74'(S 49°44'59" E 183.67')

EXISTING FIRE HYDRANT

(3) S

TAN

DAR

DSP

ACES

(5) STANDARDSPACES

12'

8.2'

7'

24'

18'

5' 44.5' 5' 18'

22'

18'

6'R

AMP

2.5'

12.3

'12

'11

.7'

1.8' 6.

8'

100' DRIVEWAY STEM

13.7

'4.

8'5'

R30'

R15'

R12'

R10'

R25'

R12'

R35'

R5'

R50'

R15'

R5'

R5'

R5'R5'

R5'

R5'

10' LANDSCAPE BUFFER

24'

R50'

R10'

R25'

11.3'

24'

NEW LOT 2B.M. 2017, PG. 2590


D.B. 9273, PG. 2266PIN: 0786874371

ZONED: CX-3-PL

9'TYP.

9'TYP.

9'TY

P.

R8'

26'

R4.5

'

26'

NEW LOT 2B.M. 2017, PG. 2590


D.B. 9273, PG. 2266PIN: 0786874371

ZONED: CX-3-PL

EXISTING TREECONSERVATION AREA.

BM2019, PAGE 01271

PROPERTY LINE PERB.M. 2017, PG. 2590

ABANDONED PERB.M. 1987, PG. 1800

R4.5'

13.8'

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3030

108.2'BUILD-TO

8.6'6'9'6'9'6'8.6'

SCALE: 1" =

0' 20'

20'

40'

REFERENCENORTH

SITE PLAN GENERAL NOTES

NEW 2,400 SF FIFTH THIRD BANK BUILDING. SEE ARCHITECTURAL PLANS.

NEW CANOPY AND DRIVE THRU (2 LANES). SEE ARCHITECTURAL PLANS.

NEW DRAINAGE STRUCTURE. SEE GRADING PLAN, SHEET C03.01.

NEW 6" THICK CONCRETE PAVEMENT. SEE DETAILS, SHEET C05.01.

NEW LIGHT DUTY ASPHALT PAVEMENT. SEE DETAILS, SHEET C05.01.

NEW 4" THICK CONCRETE SIDEWALK, SEE PLAN FOR WIDTH. SEE DETAILS, SHEET05.01.

NEW 24" CURB AND GUTTER. SEE DETAILS, SHEET C05.01.

NEW ADA RAMP. SEE DETAILS, SHEET C05.01.

NEW ADA ACCESSIBLE PARKING AND AISLE STRIPING WITH SLOPES NOT TO EXCEED2.00% IN ALL DIRECTIONS. SEE DETAIL, SHEET C05.01.

NEW WHEEL STOP (TYPICAL OF 2). SEE DETAILS, SHEET C05.01.

NEW 5/3 STANDARD "VAN ACCESSIBLE" HANDICAP PARKING SIGN.SEE DETAILS, SHEET C05.02.

NEW LONG-TERM BICYCLE RACK (TYPICAL OF 4). SEE DETAILS, SHEET C05.02.

NEW DETECTABLE WARNING. SEE DETAILS, SHEET C05.01.

NEW 6-INCH "WHITE" PAINTED PARKING STRIPE (TYPICAL).

NEW 6-INCH "WHITE" PAINTED LANE STRIPE (TYPICAL).

NEW 6-INCH "DOUBLE YELLOW" PAINTED LANE STRIPE (TYPICAL).

NEW 24-INCH "WHITE" STOP BAR (TYPICAL).

NEW "WHITE" PAINTED DIRECTIONAL ARROW (TYPICAL).

5-FOOT WIDE CROSSWALK, 12-INCH "WHITE" STRIPE @ 36" O.C. (CONTINUOUS PAINT).

NEW 30" R1-1 "STOP" SIGN (TYPICAL OF 2). SEE DETAILS, SHEET C05.02.

NEW 30" R1-1 "STOP" SIGN AND R5-1 "DO NOT ENTER" SIGN (TYPICAL OF 2).SEE DETAILS, SHEET C05.02.

CONTROL JOINT. SEE DETAILS, SHEET C05.01.

EXPANSION JOINT. SEE DETAILS, SHEET C05.01.

NEW LANDSCAPED AMENITY AREA WITH TWO (2) WAUSAU TF S021 BENCHES. SEELANDSCAPE PLAN, SHEET L01.01.

NEW AREA LIGHT POLE. SEE ELECTRICAL SITE PLAN FOR DETAILS.

NEW SHORT-TERM BICYCLE RACK (TYPICAL OF 2). SEE DETAILS, SHEET C05.02.

NEW PAVED AMENITY AREA WITH ONE (1) WAUSAU TF4035 ABOVE-GROUND PLANTERAND TWO (2) WAUSAU TF5021 BENCHES. SEE DETAILS, SHEET C05.02.

NEW ELECTRICAL TRANSFORMER. SEE ELECTRICAL SITE PLAN.

NEW R5-1 "DO NOT ENTER" SIGN (TYPICAL OF 2). SEE DETAIL SHEET C05.02.

NEW 3'X6'X3' ABOVE-GROUND BRICK PLANTERS.

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1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONSARE TO FACE OF BUILDING.

2. EXISTING IMPROVEMENTS SHOWN ARE TAKEN FROM BOUNDARY &TOPOGRAPHIC SURVEY.

3. BUILDING AND SIDEWALK DIMENSIONS ARE TO OUTSIDE EDGE OF WALL

4. ALL TIES TO THE PROPERTY LINE ARE BASED ON THE BOUNDARY &TOPOGRAPHIC SURVEY.

5. ALL CURB RADIUS ARE 3' UNLESS OTHERWISE NOTED

LEGEND

STORMWATER MANAGEMENT REQUIREMENTS

1336 Harding PlaceCharlotte, NC 28204

[p]: 813.434.4770[f]: 813.445.4211

www.iegroup.netNC Firm Certificate No. P-1836

INFINITY ENGINEERINGGROUP, PLLC

11/08/19 BID - PERMIT SET

SEAL

PROJECT INFORMATION BLOCKJOB #DATE:DRAWN BY:CHECKED BY:

SHEET TITLE

SHEET NUMBER

6200

GLE

NW

OO

D A

VEN

UERA

LEIG

H, N

C 2

7612

FIFT

H TH

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BA

NK

VA

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GA

S ST

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MSPT

10/09/2019 183453

ISSUE BY DATE DESCRIPTION

2100 1st Ave. NorthSte. 100Birmingham, Al 35203

P: 205 - 252 - 8222Lic. #: AA - 0003590W: www.bdgllp.com

bdgarchitects

NISIT SAPPARKHAO, P.E.NC REG. NO. 38066

DATE03/18/2020

DATE

C02.01

SITE PLAN

Know what's below.Call before you dig.

SINCE THERE WILL BE A NET REDUCTION OF 5,213 SF IMPERVIOUS SURFACEAREA, THIS PROJECT IS EXEMPT FROM STORMWATER MANAGEMENT CONTROLMEASURES PER UDO 9.2.2.A.3.b SUBSTITUTION OF IMPERVIOUS SURFACES.

PROPOSED CURB

DIRECTIONAL ARROW

HANDICAP PARKING

EXISTING CONCRETE

PROPERTY LINE

PROPOSED CONCRETE LESS THAN 6" THICK

PROPOSED CONCRETE 6" THICK OR GREATER

NEW ASPHALT PAVEMENT

PROPOSED IMPROVEMENTS

UTILITY EASEMENT

SCALEPLAN VIEW 1" = 20'-

KEYED NOTES

SITE DATA

PARCEL NUMBER: 786861893

EXISTING ZONING: CX-3-PL (COMMERCIAL MIXED USE -3 STORIES - PARKING LIMITED)

EXISTING USE: GAS STATION

PROPOSED USE: BANK WITH DRIVE THRU

SITE AREA: 31,614 SF / 0.73 AC

PROPOSED BUILDING AREA: 2,400 SF BANK WITH 360 SF DRIVE THROUGH

FAR: .0759 (7.59%)

PARKING DATA

BANK PARKING REQUIRED: 1 SPACE PER 400 SF OF G.F.A.

2,400 SF x (1 / 400 SF) = 6 SPACES

TOTAL PARKING PROVIDED: STANDARD PARKING = 14 SPACESHANDICAP PARKING = 1 SPACESTOTAL PARKING PROVIDED = 15 SPACES

BICYCLE PARKING REQUIRED:

SHORT-TERM 4 SPACES MINIMUMLONG-TERM 4 SPACES MINIMUM

BICYCLE PARKING PROVIDED:

SHORT-TERM 4 SPACESLONG-TERM 4 SPACES

PARKING SPACE SETBACK:REQUIRED

PARKING BUFFER - FRONT (GLENWOOD AVE.) = 10' MINIMUM PARKING BUFFER - SIDE (EAST) = 0' OR 3' MINIMUMPARKING BUFFER - SIDE (WEST) = 0' OR 3' MINIMUMPARKING BUFFER - REAR (NORTH) = 0' OR 3' MINIMUM

MIN. PARKING SPACE SIZE: 8.5' x 18' MINIMUM

DRIVE THROUGH QUEUE: 3 SPACES PER LANE8.5 FEET x 18 FEET MIN.

LOADING ZONE: *NOTE-FINANCIAL INSTITUTIONS DO NOT USE LOADING ZONES FOR SECURITY PURPOSES DELIVERY TRUCK WILL PARK DIRECTLY IN FRONT OF MAIN ENTRANCE.

SITE AREAS ACRE S.F. PERCENT

SITE AREA 0.73 31,614 100.00%

EXISTING BUILDING AREA: 0.04 1,655 5.24%EXISTING PAVEMENT AREA: 0.51 22,087 69.87%EXISTING SIDEWALK AREA: 0.04 674 2.13%TOTAL IMPERVIOUS AREA: 0.56 24,416 77%

PROPOSED BUILDING AREA: 0.06 2,478 7.84%PROPOSED PAVEMENT AREA: 0.38 16,728 52.91%SIDEWALK AREA: 0.04 1,746 5.52%TOTAL IMPERVIOUS AREA: 0.48 20,952 66.27%

REQUIRED AMENITIES AREA = 10% OF LOT AREA (31,614 SF X 0.1) = 3,161 SF

PROPOSED AMENITIES AREA = 3,330 SF

LANDSCAPE BUFFERS:REQUIRED

LANDSCAPE BUFFER - PRIMARY (GLENWOOD AVE.) = 10' LANDSCAPE BUFFER - SIDE (EAST) = 0'LANDSCAPE BUFFER - SIDE (WEST) = 0'LANDSCAPE BUFFER - REAR (NORTH) = 0'

BUILDING SETBACK REQUIREMENTS: REQUIRED

BUILDING SETBACK - PRIMARY (GLENWOOD AVE.) = 5'BUILDING SETBACK - SIDE (EAST) = 0' OR 6'BUILDING SETBACK - SIDE (WEST) = 0' OR 6'

BUILDING SETBACK - REAR (NORTH) = 0' OR 6'

BUILD-TO REQUIREMENTS:REQUIRED PROVIDED

PRIMARY STREET - 216.29' 50% MIN. = 108.2' 108.2'(GLENWOOD AVE.)

FLOOD ZONE:

LOCATED IN FLOOD ZONE X.

BY GRAPHIC PLOTTING ONLY, THIS PROPERTY DOES NOT LIE WITHIN A 100 YEAR FLOODHAZARD ZONE AS DEFINED BY THE F.E.M.A. FLOOD INSURANCE RATE MAP OF NORTHCAROLINA MAP NUMBER 3720078600J, EFFECTIVE DATE MAY 2, 2006.

0 ' 20 ' 40 ' 60 '

Scale:

PROPOSED LANDSCAPED AMENITY AREA

PROPOSED PAVED AMENITY AREA

1 1

1

1

1

1

1 03/18/20 CITY COMMENTS

1

F.F.E.0' - 0"

1

A-300

2

A-300

3

A-300

SILL2' - 8"

T.O. LOW PARAPET17' - 4"

T.O. HIGH PARAPET18' - 8"

B.O. DRIVE THROUGH CANOPY

10' - 6"

T.O. DRIVE THROUGH CANOPY

13' - 6"

1235 4678

EQ. EQ.

EXT-2, TYP

EIFS-1, TYP

PRE-FINISHED ALUMINUMCOMPOSITE CLAD AWNING, ACM-3

EXT-2, TYP

EIFS-1, TYP

ACM-1, BEYOND

PRE-FINISHED ALUMINUM COMPOSITE CLAD AWNING, ACM-3

ACM-2, BEYOND

BRICK WATER TABLE, EXT-3

STANDARD MODULAR ROWLOCK COURSE BRICK VENEER - EXT-1 TYP.

1/2" "V" SHAPED EIFS CONTROL JOINT

BRICK JOINT TYP.ATM BY BANK VENDOR TYP.

AFTER-HOURS NIGHTDEPOSITORY, BEYOND BY BANK EQUIPMENT VENDOR

EIFS-2 @ DRIVE-THRU CANOPY

17' -

4"

1' -

4"

6" O.D. CONCRETE FILLED POST TORECEIVE BOLLARD SLEEVE, TYP.

9

9

A-450

9

A-450

OVERFLOW DOWNSPOUT NOZZLE, REFER TO PLUMBING DRAWINGS

OVERFLOW DOWNSPOUT NOZZLE, REFER TO PLUMBING DRAWINGS

STANDARD MODULAR ROWLOCK COURSE BRICK VENEER, EXT-1

STANDARD MODULAR BRICK VENEER, EXT-1 TYP.

7

A-450

1' - 9 1/8"

EXTERIOR WALL MOUNTED LIGHT FIXTURE REFER TO ELECTRICAL TYP.

F.F.E.0' - 0"

1

A-301

2

A-301

3

A-3014

A-301

T.O. CURTAIN WALL12' - 0"

SILL2' - 8"


STANDARD MODULAR ROWLOCK COURSE BRICK VENEER, EXT-1 TYP.

ALUMINUM STOREFRONT SYSTEM, AL-1 TYP.

STANDARD MODULAR ROWLOCK COURSE BRICK VENEER, EXT-1

T.O. CANOPY12' - 11 1/2"T.O. DRIVE THROUGH CANOPY

13' - 6"

A B C D E

GHI

6" O.D. CONCRETE FILLED POST TO RECEIVE BOLLARD SLEEVE, TYP.

EIFS-1

EXT-2EIFS-1

1/2" CONTROL JOINT

1/2" "V" SHAPED EIFS CONTROL JOINT TYP.


EXT-2

BRICK CONTROL JOINT TYP.

ACM-1, BEYOND

ACM-2, BEYOND

EXT. WALL MOUNTED LIGHT FIXTURE. REFER TO ELECTRICAL TYP.

EIFS-2

PRE-FINISHED ALUMINUM COMPOSITE CLAD AWNING, ACM-3

PRE-FINISHED ALUM. COMPOSITE CLAD AWNING, ACM-3

F

AL-2 TYP.

7

A-450

9

A-450

9

A-450

BRICK WATERTABLE EXT-3

STANDARD MODULAR BRICK VENEER, EXT-1, TYP.

BRICK WATER TABLE, EXT-3 TYP.

SHIELD PATTERN BY SIGNAGE VENDOR

STANDARD MODULAR ROWLOCK COURSE BRICK VENEER - EXT-1 TYP.

6

A-440

2' - 0" 2' - 0"

SIGNAGE BY OTHERS

LOW ROOF

13' - 10"

6" METAL STUDS AT 16 O.C.

2" FRY 1680-V CONTINUOUS LINEAR VENT

RECESSED SIGNAGE LOCATION. COORDINATE SIGNAGE SIZE WITH VENDOR.

2X BLOCING AS REQUIRED

PRE-FINISHED METAL COPING EXT - 2

SEAL

THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY

CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER

“PLANS”) ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG

ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR

USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG

ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE

CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE

SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT

BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS

WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS,

REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL

OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS

WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY

CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY

REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL

AUTOMATICALLY VOID ANY DESIGN-RELATED OBLIGATIONS BDG

ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND

COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR

DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR

RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS

SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR

CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER

DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO

PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR

DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE

CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING

AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY

SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS.

PROJECT INFORMATION BLOCK

JOB #

DATE:

DRAWN BY:

CHECKED BY:

SHEET TITLE

SHEET NUMBER

400 N Ashley Drive,

Suite. 600

Tampa, FL 33602

P: 813 - 323 - 9233

Lic. #: AA - 0003590

W: www.bdgllp.com

bdgarchitects

FIF

TH T

HIR

D B

AN

K

VA

LER

O -

GLE

NW

OO

D

A-201

EXTERIOR ELEVATIONS

JRM

McR

12/06/2019

183453

62

00

GLE

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OO

D A

VEN

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H, N

C 2

76

12

1/4" = 1'-0"EXTERIOR ELEVATIONS 1


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

ITEM EXTERIOR FINISH MANUFACTURER COLOR COMMENTS

ACM-1 ALUMINUM COMPOSITE METAL PANEL ALCOA ARCHITECTURAL REYNOBOND CUSTOM FIFTH THIRD BLUE

ACM-2 ALUMINUM COMPOSITE METAL PANEL ALCOA ARCHITECTURAL REYNOBOND CUSTOM FIFTH THIRD GREEN

ACM-3 ALUMINUM COMPOSITE METAL PANEL ALCOA ARCHITECTURAL REYNOBOND CLEAR ANODIZED METAL

AL-1 ALUMINUM CURTAINWALL SYSTEM KAWNEER CLEAR ANODIZED

AL-2 ALUMINUM STOREFRONT SYSTEM KAWNEER CLEAR ANODIZED

EIFS-1 EIFS BARRIER SYSTEM DRYVIT (FINE FINISH) DOVER SKY 3" EIFS SYSTEM


EXT-1 STANDARD MODULAR BRICK VENEER ACME BRICK SLATE GRAY MORTAR MANUFACTURER: COOSA ,MORTAR COLOR: OLD LIME PUTTY

EXT-2 PREFINISHED METAL COPING PAC-CLAD PETERSON ANODIC CLEAR

EXT-3 STANDARD MODULAR BRICK ROWLOCK ACME BRICK SLATE GRAY MORTAR MANUFACTURER: COOSA ,MORTAR COLOR: OLD LIME PUTTY

EXTERIOR FINISH SCHEDULE

A. ALL ACM PANELS MUST BE ANCHORED TO MINIMUM 16 GA METAL STUDFRAMING. REFER TO STRUCTURAL. METAL STUD FRAMING NOT BY CA SYSTEMS.

B. METAL STUDS MUST ALIGN WITH PANEL JOINTS AS REQUIRED FOR METALCOMPOSITE PANEL ATTACHMENT.

C. FIXED STUDS MAY BE USED TO SUPPORT METAL COMPOSITE PANELS (G.C. TOCOORDINATE)

D. 5/8" GYP. BD SHEATHING AND/OR GLASS MAT SHEATHING WILL NOT SUPPORTMETAL COMPOSITE PANEL ATTACHMENT (SHEATHING NOT BY CA SYSTEMS)

E. ALL FLATSTOCK FABRICATED FLASHING REQUIRED FOR METAL COMPOSITEPANEL DETAILS TO BE PREFINISHED ALUMNINUM. COLOR TO MATCH U.N.O.

F. ALL DIMENSIONS AND QUANTITIES ARE TO BE FIELD VERIFIED PRIOR TO THEFABRICATION (RELEASE) OF ANY & ALL METAL COMPOSITE PANEL ANDASSOCIATED FLASHINGS.

G. ALL SKYWARD ACM PANEL JOINTS TO HAVE BACKER ROD AND CAULK. APPLYDOWN PAST WOOD BLOCKING, TYP.

H. USE BACKER ROD AND CAULD AT ALL VERTICAL PANEL END (JAMB) CONDITIONSAT DISSIMILAR MATERIALS (IE, STUCCO, WINDOW MULLIONS)

I. ALL SKYWARD ACM PANEL JOINTS TO HAVE BACKER ROD AND CAULD. APPLYDOWN PAST WOOD BLOCKING, TYP. USE BACKER ROD AND CAULK AT ALLVERTICAL PANEL END (JAMB) JOINT CONDITIONS AT DISSIMILAR MATERIALS (IESTUCCO, WINDOW MULLION)

ACM PANEL - GENERAL NOTES


F.F.E.0' - 0"

1

A-301

2

A-301

3

A-301

4

A-301

SILL2' - 8"



B.O. DRIVE THROUGH CANOPY

10' - 6"

T.O. DRIVE THROUGH CANOPY

13' - 6"

ABCDE

A AB

EQ EQ

11' -

3"

EQ EQ

1' -

4"

1/2

"

14' -

7 1

/2"

2' -

8"

44' - 0 7/8"

1' - 11 1/8" 12' - 5 3/8" 1' - 6" 5' - 2 5/8"

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

TY

P.

10' -

6"

F

7

A-450

9

A-450

6

A-440

FIFTH THIRD SIGNAGE BY VENDOR -TO BE SURFACE MOUNTED TO EIFS AND MECHANICALLY FASTENED TO SOLID WOOD BLOCKING


EXT-2

AL-2

ACM-1

ACM-2 1/2" "V" SHAPED EIFS CONTROL JOINT

1/2" "V" SHAPED EIFS CONTROL JOINT, TYP.

EXT-2

ACM-1, TYP.

ACM-2

ILLUMINATED BLUE STRIP REFER TO ELECTRICAL

AL-1

EXTERIOR WALL MOUNTED LIGHT FIXTURE REFER TO ELECTRICAL TYP.

EIFS-2

ALL BOLLARDS TO RECEIVE BOLLARD SLEEVE FROM IDEAL SHIELD. COLOR TO BE DETERMINED, NO SUBSTITUTION


BRICK WATER TABLE, EXT-3 TYP.

FRAME MOUNTED ADA DOOR ACTUATOR AND CARD READER. REFER TO A-111

EIFS-1, TYP

RECESSED SIGNAL FIXTURE BY BANK VENDOR TO BE CENTERED OVER DRIVE THRU LANE

ATM

STANDARD MODULAR BRICK VENEER, EXT-1, TYP.

EIFS-1, TYP.

F.F.E.0' - 0"

1

A-300

2

A-3003

A-300

T.O. CURTAIN WALL12' - 0"

SILL2' - 8"



T.O. CANOPY12' - 11 1/2"

1 2 4 7 8

9' - 6" A.F.F.

F E C

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

1' -

4"

1/2

"

4' -

3 1

/2"

1/2

"

11 1

/2"

9' -

3 1

/2"

1/2

"

2' -

8"

15' - 6 1/4"

9

9

A-450

7

A-450

FIFTH THIRD SIGNAGE BY VENDOR - TO BE SURFACE MOUNTED TO EIFS AND MECHANICALLY FASTENED TO SOLID WOOD BLOCKING

PREFERRED LOCATION OF KNOX BOX - VERIFY WITH APPLICABLEPERMIT JURISDICTIONS

AL-1

EXT-2, TYP.


PRE-FINISHED ALUMINUMCOMPOSITE CLAD AWNING, ACM-3 TYP.

EXT-2, TYP.

ACM-1

ACM-2

EIFS-1, TYP.

EIFS-1, TYP.

ACM-1

ILLUMINATED BLUE STRIP REFER TO ELECTRICAL


AL-2


PRE-FINISHED ALUMINUM COMPOSITE CLAD AWNING- ACM-3

ACM-2

BRICK SILL, EXT-3

SHIELD PATTERN BY SIGNAGE VENDOR

FRAME MOUNTED ADA DOOR ACTUATOR AND CARD READER. REFER TO A-111

EIFS-1

SEAL

THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY

CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER

“PLANS”) ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG

ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR

USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG

ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE

CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE

SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT

BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS

WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS,

REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL

OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS

WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY

CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY

REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL

AUTOMATICALLY VOID ANY DESIGN-RELATED OBLIGATIONS BDG

ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND

COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR

DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR

RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS

SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR

CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER

DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO

PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR

DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE

CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING

AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY

SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS.

PROJECT INFORMATION BLOCK

JOB #

DATE:

DRAWN BY:

CHECKED BY:

SHEET TITLE

SHEET NUMBER

400 N Ashley Drive,

Suite. 600

Tampa, FL 33602

P: 813 - 323 - 9233

Lic. #: AA - 0003590

W: www.bdgllp.com

bdgarchitects

FIF

TH T

HIR

D B

AN

K

VA

LER

O -

GLE

NW

OO

D

A-200

EXTERIOR ELEVATIONS

JRM

McR

12/06/2019

183453

62

00

GLE

NW

OO

D A

VEN

UE

RA

LEIG

H, N

C 2

76

12



ITEM EXTERIOR FINISH MANUFACTURER COLOR COMMENTS

ACM-1 ALUMINUM COMPOSITE METAL PANEL ALCOA ARCHITECTURAL REYNOBOND CUSTOM FIFTH THIRD BLUE

ACM-2 ALUMINUM COMPOSITE METAL PANEL ALCOA ARCHITECTURAL REYNOBOND CUSTOM FIFTH THIRD GREEN

ACM-3 ALUMINUM COMPOSITE METAL PANEL ALCOA ARCHITECTURAL REYNOBOND CLEAR ANODIZED METAL

AL-1 ALUMINUM CURTAINWALL SYSTEM KAWNEER CLEAR ANODIZED

AL-2 ALUMINUM STOREFRONT SYSTEM KAWNEER CLEAR ANODIZED



EXT-1 STANDARD MODULAR BRICK VENEER ACME BRICK SLATE GRAY MORTAR MANUFACTURER: COOSA ,MORTAR COLOR: OLD LIME PUTTY

EXT-2 PREFINISHED METAL COPING PAC-CLAD PETERSON ANODIC CLEAR

EXT-3 STANDARD MODULAR BRICK ROWLOCK ACME BRICK SLATE GRAY MORTAR MANUFACTURER: COOSA ,MORTAR COLOR: OLD LIME PUTTY

EXTERIOR FINISH SCHEDULE

A. ALL ACM PANELS MUST BE ANCHORED TO MINIMUM 16 GA METAL STUDFRAMING. REFER TO STRUCTURAL. METAL STUD FRAMING NOT BY CA SYSTEMS.

B. METAL STUDS MUST ALIGN WITH PANEL JOINTS AS REQUIRED FOR METALCOMPOSITE PANEL ATTACHMENT.

C. FIXED STUDS MAY BE USED TO SUPPORT METAL COMPOSITE PANELS (G.C. TOCOORDINATE)

D. 5/8" GYP. BD SHEATHING AND/OR GLASS MAT SHEATHING WILL NOT SUPPORTMETAL COMPOSITE PANEL ATTACHMENT (SHEATHING NOT BY CA SYSTEMS)

E. ALL FLATSTOCK FABRICATED FLASHING REQUIRED FOR METAL COMPOSITEPANEL DETAILS TO BE PREFINISHED ALUMNINUM. COLOR TO MATCH U.N.O.

F. ALL DIMENSIONS AND QUANTITIES ARE TO BE FIELD VERIFIED PRIOR TO THEFABRICATION (RELEASE) OF ANY & ALL METAL COMPOSITE PANEL ANDASSOCIATED FLASHINGS.

G. ALL SKYWARD ACM PANEL JOINTS TO HAVE BACKER ROD AND CAULK. APPLYDOWN PAST WOOD BLOCKING, TYP.

H. USE BACKER ROD AND CAULD AT ALL VERTICAL PANEL END (JAMB) CONDITIONSAT DISSIMILAR MATERIALS (IE, STUCCO, WINDOW MULLIONS)

I. ALL SKYWARD ACM PANEL JOINTS TO HAVE BACKER ROD AND CAULD. APPLYDOWN PAST WOOD BLOCKING, TYP. USE BACKER ROD AND CAULK AT ALLVERTICAL PANEL END (JAMB) JOINT CONDITIONS AT DISSIMILAR MATERIALS (IESTUCCO, WINDOW MULLION)

ACM PANEL - GENERAL NOTES


FIFTH THIRD VALEROOVERALL SITE VIEW

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