City of Raleigh Staff Report One Exchange Plaza Raleigh ... · characterized by recurring placement...

Staff Report Raleigh Appearance Commission Administrative Alternate Request

Case File / Name: AAD-13-20 – 4917 Capital Boulevard General Location: Spring Forest Road and Capital Boulevard Owner: Fifth Third Bank Contact: Bethany Rooney, [email protected] Cross- Reference: ASR-0086-2019

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 branch building within an Industrial Mixed Use, 3 Story, Parking Limited zoned district (IX-3-PL). As this is a General Building type in a -IX district with Parking Limited frontage, the required build-to is 50% with a setback range of 3’-100’ from the primary street. In this case, the primary street is Capital Boulevard. The proposed bank building only occupies 24.97% of the build-to for the Capital Boulevard façade. Combined, the building and the proposed amenity area will occupy 55.05% of the primary street build-to for the site. The building will also have a drive-thru canopy extending from the building façade that will help to reinforce the streetwall along the primary street.

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 (-IX) C1. Primary street build-to (min/max) 3’/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 Mattress Firm 4917 Capital Boulevard 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 24.97% 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 drive‐thru canopy and landscaped area at the north end of the property as part of the build‐to area calculation. The inclusion of these areas will increase the build‐to area to approximately 55.05% of the width. Statement of findings: The inclusion of the drive‐thru canopy and the landscaped area as part of the build‐to requirement strengthens the street edge and establishes a sense of enclosure along the adjacent street.

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REFERENCE

NORTH

SITE PLAN GENERAL NOTES

KEYED NOTES

SITE DATA

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" CONCRETE PAVEMENT. SEE DETAILS, SHEET C05.01.

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

NEW 4" CONCRETE SIDEWALK, SEE PLAN FOR WIDTH. SEE DETAILS, SHEET 05.01.

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

EXCEED 2.00% IN ALL DIRECTIONS. SEE DETAIL, SHEET C05.01.

NEW WHEEL STOP (TYPICAL OF 1). SEE DETAILS, SHEET C05.01.

NEW 5/3 STANDARD "VAN ACCESSIBLE" HANDICAP PARKING SIGN.

SEE DETAILS, SHEET C05.02.

NEW BICYCLE RACK (TYPICAL OF 2). 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 5). SEE DETAILS, SHEET C05.02.

NEW 30" R5-1 "DO NOT ENTER" SIGN (TYPICAL OF 4).


CONTROL JOINT. SEE DETAILS, SHEET C05.01.

EXPANSION JOINT. SEE DETAILS, SHEET C05.01.

NEW ABOVE-GROUND PLANTERS WITH LANDSCAPE TEXTURED/AMENITY.

SEE LANDSCAPE PLAN, SHEET L01.01.

NEW AREA LIGHT POLE. SEE ELECTRICAL SITE PLANS.

NEW 6-FOOT WROUGHT IRON FENCE (113 LF). SEE DETAIL, SHEET C05.01.

NEW AMENITY AREA TOTALING 3,621 SF.

NEW WAUSAU TF5021 BENCH (COLOR: W26 CHARCOAL).


NEW 6"X18" VERTICAL CURB (TYPICAL). SEE DETAILS, SHEET C12.01

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

ARE 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

10/04/19 BID - PERMIT SET

SEAL

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

SHEET TITLE

SHEET NUMBER

4917

CA

PITA

L BO

ULEV

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IGH,

NC

276

16

FIFT

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BA

NK

CA

PITA

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ARD

MA

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SS F

IRM

MSPT

09/23/2019 183505

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

DATE

03/25/2020

SCALE

PLAN VIEW

1" = 20'

-

C02.01

SITE PLAN

PARCEL NUMBER: 1726450719

EXISTING ZONING: IX-3-PL (INDUSTRIAL MIXED USE -

3 STORIES - PARKING LIMITED)

EXISTING USE: EXISTING MATTRESS FIRM BUILDING

PROPOSED USE: BANK WITH DRIVE THRU

SITE AREA: 35,720 SF / 0.82 AC

PROPOSED BUILDING AREA: 2,400 SF BANK & 361 SF DRIVE THROUGH

FAR: 7.73%

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 = 11 SPACES

HANDICAP PARKING = 1 SPACES

TOTAL PARKING PROVIDED = 12 SPACES

PARKING SPACE SETBACK:

REQUIRED

PARKING BUFFER - FRONT (CAPITAL BLVD) = 10' MINIMUM

PARKING BUFFER - SIDE (INTERNAL DRIVE) = 0' OR 3' MINIMUM

PARKING BUFFER - SIDE (PARKING) = 0' OR 3' MINIMUM

PARKING BUFFER - REAR (SC PARKING LOT) = 0' OR 3' MINIMUM

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

DRIVE THROUGH QUEUE: 3 SPACES PER LANE

8.5 FEET x 18 FEET MIN.

LOADING ZONE: *NOTE-FINANCIAL INSTITUTIONS DO NOT USELOADING ZONES FOR

SECURITY PURPOSES DELIVERY TRUCK WILL PARK DIRECTLY IN

FRONT OF MAIN ENTRANCE.

SITE AREAS

ACRE S.F. PERCENT

SITE AREA 0.82 35,720 100.00%

EXISTING BUILDING AREA: 0.13 5,454 15.27%

EXISTING PAVEMENT AREA: 0.37 15,978 44.73%

EXISTING SIDEWALK AREA: 0.04 1,422 3.98%

TOTAL IMPERVIOUS AREA: 0.52 22,854 63.98%

PROPOSED BUILDING AREA: 0.06 2,478 6.94%

PROPOSED PAVEMENT AREA: 0.35 15,448 43.25%

SIDEWALK AREA 0.04 1,348 3.77%

TOTAL IMPERVIOUS AREA: 0.45 19,274 53.96%

REQUIRED AMENITIES AREA = 10% OF LOT AREA (35,720 SF X 0.1) = 3,572 SF

PROPOSED AMENITIES AREA = 3,621 SF

LANDSCAPE BUFFERS:

REQUIRED

LANDSCAPE BUFFER - PRIMARY (CAPITAL BLVD) = 10'

LANDSCAPE BUFFER - SIDE (SOUTH) = 0'

LANDSCAPE BUFFER - SIDE (NORTH) = 0'

LANDSCAPE BUFFER - REAR (WEST) = 0'

BUILDING REQUIREMENTS: REQUIRED

BUILDING SETBACK - PRIMARY (CAPITAL BLVD) = 5'

BUILDING SETBACK - SIDE (SOUTH) = 0' OR 6'

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

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

BUILD-TO REQUIREMENTS:

REQUIRED PROVIDED

PRIMARY STREET: 50% MIN. = 124.25' (80.6'+45')/248.49' = 50.5%

(CAPITAL BLVD)

FLOOD ZONE:

LOCATED IN FLOOD ZONE X.

BY GRAPHIC PLOTTING ONLY, THIS PROPERTY DOES NOT LIE WITHIN A 100 YEAR FLOOD HAZARD ZONE

AS DEFINED BY THE F.E.M.A. FLOOD INSURANCE RATE MAP OF NORTH CAROLINA MAP NUMBER

3720172600J, EFFECTIVE DATE MAY 2, 2006.

LEGAL DESCRIPTION:

BEING ALL OF LOT 29, CONTAINING .0820 ACRES, MORE OR LESS, AS SHOWN ON RECOMBINATION MAP

OF LOTS 28 AND 29 NORTH BOULEVARD INDUSTRIAL PARK, MADE BY KENNETH CLOSE, INC. LAND

SURVEYING, DATED JANUARY 10, 2005, RECORDED IN BOOK OF MAPS 2005, PAGE 1272 IN WAKE

COUNTY REGISTER OF DEEDS

Know what's below.

Call before you dig.0 ' 20 ' 40 ' 60 '

Scale:

UDO 9.2.2.B - THERE WILL BE A NET REDUCTION OF IMPERVIOUS SURFACE AREA.

THEREFORE, NITROGEN LOADING RATES ARE NOT INCREASED AND NO OFFSET

MITIGATION PAYMENTS REQUIRED.

UDO 9.2.2.E - POST DEVELOPMENT PEAK STORMWATER RUNOFF RATE IS LESS

THAN PREDEVELOPMENT PEAK STORMWATER RUNOFF RATE FOR THE 10-YEAR,

24-HOURS AND 2-YEAR, 24-HOUR STORM EVENTS. THUS IT WILL NOT CAUSE

ADDITIONAL FLOODING DOWNSTREAM.

DIRECTIONAL

ARROW

PROPOSED

CURB

PROPOSED

CONCRETE LESS

THAN 6"

PROPOSED

CONCRETE 6" OR

GREATER

HANDICAP

PARKING

NEW ASPHALT

PAVEMENT

EXISTING

CONCRETE

UTILITY

EASEMENT

PROPERTY LINE

PROPOSED

IMPROVEMENTS

PROPOSED AMENITIES

AREA

1

1

1

1

1

1

03/25/20 CITY COMMENTS

1

1

F.F.E.0' - 0"

3A-300

2A-300

1A-300

SILL2' - 8"

T.O. LOW PARAPET17' - 4"

T.O. HIGH PARAPET18' - 8"

B.O. DRIVE THROUGH CANOPY10' - 6"

T.O. DRIVE THROUGH CANOPY13' - 6"

1236 59

EQ. EQ.

PRE-FINISHED METAL COPING EXT - 2

6" EIFS BARRIERS SYSTEM -EIFS-1

PRE-FINISHEDALUMINUMCOMPOSITE CLADAWNING- ACM NO.3


5" EIFS BARRIERS SYSTEM - EIFS-2

ALUMINUM COMPOSITE PANEL ACM-1

PRE-FINISHED ALUMINUM COMPOSITE CLAD AWNING-ACM NO.3


BRICK WATER TABLE EXT-3STANDARD 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 BY BANKEQUIPMENT VENDOR

TYP.

10' -

6"

2" EIFS BARRIER SYSTEM - EIFS NO. 1 TYP.

2' -

8"1/

2"5'

- 3

1/4"

1/2"

4' -

11 1

/4"

1/2" 4'

- 3

1/2"

1/2"

1' -

4"

6" O.D. CONCRETEFILLED POST TORECEIVE BOLLARDSLEEVE, TYPICAL

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

2' - 0"1' - 11 3/4" 14' - 0"

EXTERIOR WALL MOUNTED LIGHT FIXTURE REFER TO ELECTRICAL TYP.

8 47

10

F.F.E.0' - 0"

1A-301

2A-301

4A-301

3A-301

T.O. CURTAIN WALL12' - 0"

SILL2' - 8"


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

ALUMINUM STOREFRONT SYSTEM -AL-1 TYP.


T.O. CANOPY13' - 0"

A B E F G

GHI

6" O.D. CONCRETEFILLED POST TORECEIVE BOLLARDSLEEVE, TYPICAL




1/2" CONTROL JOINT

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



BRICK CONTROL JOINT TYP.




2" EIFS BARRIER SYSTEM TYP.

4' -

4"1/

2"4'

- 11

1/4

"1/

2"5'

- 3

1/4"

1/2"

2' -

8"



D

ALUMINUM STOREFRONT SYSTEM - 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

SHIELD PATTERN BY SIGNAGE VENDOR

10' - 6"

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

6A-440

C H

1. ALL ACM PANELS MUST BE ANCHORED TO MIN. 16 GA. METAL STUD FRAMING -REFER TO STRUCTURAL. METAL STUD FRAMING NOT BY CA SYSTEMS.

2. METAL STUDS MUST ALIGN WITH PANEL JOINTS AS REQUIRED FOR METAL COMPOSITE PANEL ATTACHMENT.

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

4. 5/8" GYP. SHEATHING AND/OR GLASS MAT SHEATHING WILL NOT SUPPORT METAL COMPOSITE PANEL ATTACHMENT. (SHEATHING NOT BY CA SYSTEMS).

5. ALL FLASTOCK FABRICATED FLASHING REQUIRED FOR METAL COMPOSITE PANEL DETAILS TO BE PREFINISHED ALUMINUM. COLOR TO MATCH PANELS U.N.O.

6. ALL DIMENSIONS AND QUANTITIES ARE TO BE FIELD VERIFIED PRIOR TO THE FABRICATION (RELEASE) OF ANY & ALL METAL COMPOSITE PANEL AND ASSOCIATED FLASHINGS.

7. ALL SKYWARD ACM PANEL JOINTS TO HAVE BACKER ROD AND CAULK, APPLYDOWN PAST WD. BLOCKING (TYP.)

8. USE BACKER ROD AND CAULK AT ALL VERTICAL PANEL END (JAMB) JOINT CONDITIONS AT DISSIMILAR MATERIALS (IE STUCCO, WINDOW MULLION)

9. ALL SKYWARD ACM PANEL JOINTS TO HAVE BACKER ROD AND CAULK, APPLYDOWN PAST WD. BLOCKING (TYP.) USE BACKER ROD AND CAULK AT ALL VERTICAL PANEL END (JAMB) JOINT CONDITIONS AT DISSIMILAR MATERIALS (IE STUCCO, WINDOW MULLION)

ACM PANEL GENERAL NOTES

2"x6" WOOD FRAMING AT 16 O.C.

2" FRY 1680-V CONTINUOUS LINEAR VENT

RECESSED SIGNAGE LOCATION. COORDINATE SIGNAGE SIZE WITH VENDOR.

2X BLOCING AS REQUIRED


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.


SHEET TITLE

SHEET NUMBER

201 S. Tryon StreetSuite 525Charlotte, NC 28202

P: 704-981-8951Lic. #: AA - 0003590W: www.bdgllp.com

bdgarchitects

TO THE BEST OF MY KNOWLEDGE PLANS COMPLY WITH 2017 (6TH EDDITION) FLORIDA BUILDING CODE. THIS ITEM HAS

BEEN ELECTRONICALLY SIGNED AND SEALED USING A DIGITAL SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

FIFT

H TH

IRD

BA

NK

CA

PITA

L BO

ULEV

ARD

MA

TTRE

SS F

IRM

A-201

EXTERIOR ELEVATIONS

TGJMR

10.07.2019183505

4917

CA

PITA

L BO

ULEV

ARD

RALE

IGH,

NC

276

16

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


EXTERIOR FINISH INDENTIFICATION MANUFACTURER COLOR COMMENTSALUMINUM COMPOSITE METAL PANEL ACM-1 ALCOA ARCHITECTURAL REYNOBOND CUSTOM FIFTH THIRD BLUEALUMINUM COMPOSITE METAL PANEL ACM-2 ALCOA ARCHITECTURAL REYNOBOND CUSTOM FIFTH THIRD GREENALUMINUM COMPOSITE METAL PANEL ACM-3 ALCOA ARCHITECTURAL REYNOBOND CLEAR ANODIZED METALALUMINUM CURTAINWALL SYSTEM AL-1 KAWNEER CLEAR ANODIZEDALUMINUM STOREFRONT SYSTEM AL-2 KAWNEER CLEAR ANODIZEDEIFS BARRIER SYSTEM EIFS-1 DRYVIT DOVER SKY 6" EIFS BARRIER SYSTEMEIFS BARRIER SYSTEM EIFS-2 DRYVIT DOVER SKY 5" EIFS BARRIER SYSTEMMODULAR STANDARD BRICK VENEER EXT-1 ACME BRICK SLATE GRAY MORTAR MANUFACTURER: COOSA , MORTAR

COLOR: COOSA OLD LIME PUTTYPRE-FINISHED METAL COPING EXT-2 SHERWIN WILLIAMS CLEAR ANODIZEDBRICK SILL EXT-3 ACME BRICK SLATE GRAY MORTAR MANUFACTURER: COOSA , MORTAR

COLOR: COOSA OLD LIME PUTTY

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

FINISH SCHEDULE - EXTERIOR


F.F.E.0' - 0"

1A-301

2A-301

4A-301

3A-301

SILL2' - 8"



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

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


ALUMINUM STOREFRONT SYSTEM - AL-2






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


B.O. DRIVE THROUGH CANOPY10' - 6"

T.O. DRIVE THROUGH CANOPY13' - 6"

ABEFG



A AB

EQ EQ

11' -

3"

2' - 0"1' - 11 1/2"

1' -

4"1/

2"4'

- 3

1/2"

1/2"

4' -

11 1

/4"

1/2"

5' -

3 1/

4"1/

2"2'

- 8"

19' - 7" 11' - 5" 11' - 5" 2' - 0"

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



ILLUMINATED BLUE STRIP REFER TO ELECTRICAL

ALUMINUM CURTAINWALL SYSTEM - AL-1

5' - 5" 5' - 0"TY

P.

10' -

6"


2" EIFS BARRIER SYSTEM TYP.

D

7

A-450

9

A-450


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

STANDARD MODULAR BRICK VENEER - EXT-1, TYP.

BRICK WATER TABLE - EXT-3

PEDESTAL FOR CARD READER AND ADA ASSIST. REFER TO A-111


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

ATM

6A-440

CH

F.F.E.0' - 0"

3A-300

2A-300

1A-300

T.O. CURTAIN WALL12' - 0"

SILL2' - 8"



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

ALUMINUM CURTAINWALL SYSTEM - AL-1



PRE-FINISHEDALUMINUMCOMPOSITE CLADAWNING- ACM-3

PRE-FINISHED METAL COPING EXT - 2ALUMINUM COMPOSITE

PANEL ACM-1





ILLUMINATED BLUE STRIP REFER TO ELECTRICAL


ALUMINUM STOREFRONT SYSTEM - AL-2

STANDARD MODULAR BRICK VENEER - EXT-1 TYP.

T.O. CANOPY13' - 0"

1 2 5 9

PRE-FINISHEDALUMINUMCOMPOSITE CLADAWNING- ACM NO.3

9' - 6" A.F.F.F E C

7' - 7 1/4" 7' - 11 5/8"

5' - 5 3/4"14' - 10 1/8"5' - 6 1/2"

1' -

7 1/

2"1/

2"4'

- 0"

1/2"

11 1

/2"

1/2"

3' -

11 1

/4"

1/2"

5' -

3 1/

4"1/

2"2'

- 8"

7' - 7 1/4" 7' - 11 5/8"


BRICK SILL, EXT-3

9

A-450

SHIELD PATTERN BY SIGNAGE VENDOR

9

A-450

PEDESTAL FOR CARD READER AND ADA ASSIST. REFER TO A-111


7

A-450

84 7

10

1. ALL ACM PANELS MUST BE ANCHORED TO MIN. 16 GA. METAL STUD FRAMING -REFER TO STRUCTURAL. METAL STUD FRAMING NOT BY CA SYSTEMS.

2. METAL STUDS MUST ALIGN WITH PANEL JOINTS AS REQUIRED FOR METAL COMPOSITE PANEL ATTACHMENT.

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

4. 5/8" GYP. SHEATHING AND/OR GLASS MAT SHEATHING WILL NOT SUPPORT METAL COMPOSITE PANEL ATTACHMENT. (SHEATHING NOT BY CA SYSTEMS).

5. ALL FLASTOCK FABRICATED FLASHING REQUIRED FOR METAL COMPOSITE PANEL DETAILS TO BE PREFINISHED ALUMINUM. COLOR TO MATCH PANELS U.N.O.

6. ALL DIMENSIONS AND QUANTITIES ARE TO BE FIELD VERIFIED PRIOR TO THE FABRICATION (RELEASE) OF ANY & ALL METAL COMPOSITE PANEL AND ASSOCIATED FLASHINGS.

7. ALL SKYWARD ACM PANEL JOINTS TO HAVE BACKER ROD AND CAULK, APPLYDOWN PAST WD. BLOCKING (TYP.)

8. USE BACKER ROD AND CAULK AT ALL VERTICAL PANEL END (JAMB) JOINT CONDITIONS AT DISSIMILAR MATERIALS (IE STUCCO, WINDOW MULLION)

9. ALL SKYWARD ACM PANEL JOINTS TO HAVE BACKER ROD AND CAULK, APPLYDOWN PAST WD. BLOCKING (TYP.) USE BACKER ROD AND CAULK AT ALL VERTICAL PANEL END (JAMB) JOINT CONDITIONS AT DISSIMILAR MATERIALS (IE STUCCO, WINDOW MULLION)

ACM PANEL GENERAL NOTES

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.


SHEET TITLE

SHEET NUMBER

201 S. Tryon StreetSuite 525Charlotte, NC 28202

P: 704-981-8951Lic. #: AA - 0003590W: www.bdgllp.com

bdgarchitects

TO THE BEST OF MY KNOWLEDGE PLANS COMPLY WITH 2017 (6TH EDDITION) FLORIDA BUILDING CODE. THIS ITEM HAS

BEEN ELECTRONICALLY SIGNED AND SEALED USING A DIGITAL SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

FIFT

H TH

IRD

BA

NK

CA

PITA

L BO

ULEV

ARD

MA

TTRE

SS F

IRM

A-200

EXTERIOR ELEVATIONS

TGJMR

10.07.2019183505

4917

CA

PITA

L BO

ULEV

ARD

RALE

IGH,

NC

276

16



EXTERIOR FINISH INDENTIFICATION MANUFACTURER COLOR COMMENTSALUMINUM COMPOSITE METAL PANEL ACM-1 ALCOA ARCHITECTURAL REYNOBOND CUSTOM FIFTH THIRD BLUEALUMINUM COMPOSITE METAL PANEL ACM-2 ALCOA ARCHITECTURAL REYNOBOND CUSTOM FIFTH THIRD GREENALUMINUM COMPOSITE METAL PANEL ACM-3 ALCOA ARCHITECTURAL REYNOBOND CLEAR ANODIZED METALALUMINUM CURTAINWALL SYSTEM AL-1 KAWNEER CLEAR ANODIZEDALUMINUM STOREFRONT SYSTEM AL-2 KAWNEER CLEAR ANODIZEDEIFS BARRIER SYSTEM EIFS-1 DRYVIT DOVER SKY 6" EIFS BARRIER SYSTEMEIFS BARRIER SYSTEM EIFS-2 DRYVIT DOVER SKY 5" EIFS BARRIER SYSTEMMODULAR STANDARD BRICK VENEER EXT-1 ACME BRICK SLATE GRAY MORTAR MANUFACTURER: COOSA , MORTAR

COLOR: COOSA OLD LIME PUTTYPRE-FINISHED METAL COPING EXT-2 SHERWIN WILLIAMS CLEAR ANODIZEDBRICK SILL EXT-3 ACME BRICK SLATE GRAY MORTAR MANUFACTURER: COOSA , MORTAR

COLOR: COOSA OLD LIME PUTTY

FINISH SCHEDULE - EXTERIOR


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