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
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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44.5' 12.9' 18'
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SCALE: 1" =
0' 20'
20'
40'
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).
SEE DETAILS, SHEET C05.02.
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).
SEE DETAILS, SHEET C05.02.
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
ARD
RALE
IGH,
NC
276
16
FIFT
H TH
IRD
BA
NK
CA
PITA
L BO
ULEV
ARD
MA
TTRE
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
PRE-FINISHED METAL COPING EXT - 2
5" EIFS BARRIERS SYSTEM - EIFS-2
ALUMINUM COMPOSITE PANEL ACM-1
PRE-FINISHED ALUMINUM COMPOSITE CLAD AWNING-ACM NO.3
ALUMINUM COMPOSITE PANEL ACM-2
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 ROWLOCK COURSE BRICK VENEER - EXT-1
6" EIFS BARRIERS SYSTEM - EIFS-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"
T.O. LOW PARAPET17' - 4"
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. CANOPY13' - 0"
A B E F G
GHI
6" O.D. CONCRETEFILLED POST TORECEIVE BOLLARDSLEEVE, TYPICAL
6" EIFS BARRIERS SYSTEM - EIFS-1
PRE-FINISHED METAL COPING EXT - 2
5" EIFS BARRIERS SYSTEM - EIFS-1
1/2" CONTROL JOINT
1/2" "V" SHAPED EIFS CONTROL JOINT TYP.
1/2" "V" SHAPED EIFS CONTROL JOINT
PRE-FINISHED METAL COPING EXT - 2
BRICK CONTROL JOINT TYP.
ALUMINUM COMPOSITE PANEL ACM-1
ALUMINUM COMPOSITE PANEL ACM-2
EXTERIOR WALL MOUNTED LIGHT FIXTURE REFER TO ELECTRICAL TYP.
2" EIFS BARRIER SYSTEM TYP.
4' -
4"1/
2"4'
- 11
1/4
"1/
2"5'
- 3
1/4"
1/2"
2' -
8"
PRE-FINISHED ALUMINUM COMPOSITE CLAD AWNING-ACM NO.3
PRE-FINISHED ALUMINUM COMPOSITE CLAD AWNING-ACM NO.3
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
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 BLOCKJOB #DATE:DRAWN BY:CHECKED BY:
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
1/4" = 1'-0"EXTERIOR ELEVATIONS 1
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
ISSUE BY DATE DESCRIPTION
F.F.E.0' - 0"
1A-301
2A-301
4A-301
3A-301
SILL2' - 8"
T.O. LOW PARAPET17' - 4"
T.O. HIGH PARAPET18' - 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.
PRE-FINISHED METAL COPING EXT - 2
ALUMINUM STOREFRONT SYSTEM - AL-2
STANDARD MODULAR ROWLOCK COURSE BRICK VENEER - EXT-1 TYP.
5" EIFS BARRIERS SYSTEM - EIFS-2
ALUMINUM COMPOSITE PANEL ACM-1
ALUMINUM COMPOSITE PANEL ACM-2
1/2" "V" SHAPED EIFS CONTROL JOINT
1/2" "V" SHAPED EIFS CONTROL JOINT TYP.
1/2" "V" SHAPED EIFS CONTROL JOINT
B.O. DRIVE THROUGH CANOPY10' - 6"
T.O. DRIVE THROUGH CANOPY13' - 6"
ABEFG
PRE-FINISHED METAL COPING EXT - 2
BRICK CONTROL JOINT TYP.
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"
ALUMINUM COMPOSITE PANEL ACM-1
ALUMINUM COMPOSITE PANEL ACM-2
ILLUMINATED BLUE STRIP REFER TO ELECTRICAL
ALUMINUM CURTAINWALL SYSTEM - AL-1
5' - 5" 5' - 0"TY
P.
10' -
6"
EXTERIOR WALL MOUNTED LIGHT FIXTURE REFER TO ELECTRICAL TYP.
2" EIFS BARRIER SYSTEM TYP.
D
7
A-450
9
A-450
BRICK CONTROL JOINT TYP.
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
6" EIFS BARRIERS SYSTEM - EIFS-1
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"
T.O. LOW PARAPET17' - 4"
T.O. HIGH PARAPET18' - 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-FINISHED METAL COPING EXT - 2
STANDARD MODULAR ROWLOCK COURSE BRICK VENEER - EXT-1 TYP.
PRE-FINISHEDALUMINUMCOMPOSITE CLADAWNING- ACM-3
PRE-FINISHED METAL COPING EXT - 2ALUMINUM COMPOSITE
PANEL ACM-1
ALUMINUM COMPOSITE PANEL ACM-2
6" EIFS BARRIERS SYSTEM - EIFS-1
5" EIFS BARRIERS SYSTEM - EIFS-2
ALUMINUM COMPOSITE PANEL ACM-1
ILLUMINATED BLUE STRIP REFER TO ELECTRICAL
1/2" "V" SHAPED EIFS CONTROL JOINT
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"
ALUMINUM COMPOSITE PANEL ACM-2
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
6" EIFS BARRIERS SYSTEM - EIFS-1
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.
PROJECT INFORMATION BLOCKJOB #DATE:DRAWN BY:CHECKED BY:
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
1/4" = 1'-0"EXTERIOR ELEVATIONS 1
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
FINISH SCHEDULE - EXTERIOR
ISSUE BY DATE DESCRIPTION
FIFTH THIRD CAPITAL BLVDOVERALL SITE VIEW