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HomeMy WebLinkAboutCLE201900173 Application 2019-10-11=tir .J'YN� t ^il iL_ Application for Zoning Clearance A— CLE # i-,C)ltq` CG,1 OFFICE USE ONLY PLEASE REVIEW ALL 3 SHEETS Check # Date: .19 Receipt # 11 61 7 Staff::h PARCEL INFORMATION Tax Map and Parcel: 76M1-2 Existing Zoning PD-�z Se - Parcel Owner: Dan Tucker/5th Street Station Ventures, LLC Parcel Address: 385 Merchant Walk Square City Charlottesbille State VA Zip 22902 (include suite or floor) PRIMARY CONTACT Who should we call/write concerning this project? Chris Gipson Address : 101 Old Lafayette Ave. City Lexington State KY Zip 40502 Office Phone: (859) 254-4018 Cell # Fax # 859-231-5048 E-mail cgipson@rosstarrant.com APPLICANT INFORMATION Check any that apply: Change of ownership Change of use'. Change of name X New business Business Name/Type: 1600 Food Court with BurgerFi Previous Business on this site N/A Describe the proposed business including use, number of employees, number of shifts, available parking spaces, number of vehicles, and any additional information that you can provide: BurgerFi - Open Daily 10am-10pm• 30 employees, 2 shift daily, shared parking (see attached drawing), no vehicles WingZone - Open Daily 10am-10 ; 20 employees, 2 shifts daily, shared parking (see attached drawing), no vehicles *This Clearance will only be lid on the parcel for which it is approved. If you change, intensify or move the use to a new location, a new Zoning Clearance will be equired. I hereby certify h t I wn o ave the owner's permission to use the space indicated on this application. I also certify that the information provided is true and acc at to of my I have read the conditions of approval, and I understand them, and that I will abide by them. knowledge. / Signature Printed Chris Gipson/RossTarrant Architects APPROVAL O MATION [ ] Approved as prop d [ ] Approved with conditions [ ] Denied [ ] Backflow prevention device and/or current test data needed for this site. Contact ACSA, 977-4511, x117. [ ] No physical site inspection has been done for this clearance. Therefore, it is not a determination of compliance with the existing site plan. [ ] This site complies with the site plan as of this date. Notes Building Official Date _Z/9 Date Zoning Official tt&,, 'Other Official LI QV..q Date l d _( County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 0 2 0 C�_ o` y p 6 —AC Revised 11/02/2015 Page 2 of 3 Intake to complete the following: Reviewer to complete the following: G 1 Y/ N Square footage of Use: '/ 16 0 C D�c�� Q 2 J Is use in LI, HI or PDIP zoning? If so, give applicant a Certified 0 Engineer's Report (CER) packet. P/ N Perrnittedas: +L'q'em)q Y / N G (o,) Will there be food preparation? Under Section: 2-2+Zt/- Ir If so, give applicant a Health Department form. Zoning review can not begin until we receive approval from Health Supplementary regulations section: Dept. FAX DATE Circle the one that applies Is parcel on private well or public water? If private well, provide Health Department form. Zoning review can not begin until we receive approval from Health Dept. FAX DATE Circle the one that applies Is parcel on septic or public sewer? Y/N Will you be putting up a new sign of any kind? If so, obtain proper Sign permit. Permit # Y/N Will there be any new construction or renovations? If so, obtain the proper Permit. Permit# 8ZD(t-01Yo6.AC. Zoning to complete the following: Parking formula: /� �1r00 l Required spaces: v Y/N Viol����QQns: Y /�N/ If so, ist: 2O�? "• Zy� (�d VlD ���) offers: V/ N If so, List: 2-1�'C Zoo 6 Varia e: Y/ If so, rst: Spy y/ If so, rst: Clearances: SDP's 2 a 1 8- 2 S 2OI-2 -02 Revised 11/1/2015 Page 3 of 3 CERTIFICATION THAT NOTICE OF THE APPLICATION HAS BEEN PROVIDED TO THE LANDOWNER This form must accompany zoning applications (Home Occupation, Zoning Clearance, Zoning Administrator Determinations or Appeals, Sign Permits, Building Permits) if the application is not the owner. I certify that notice of the application, Albemarle County, B201901406AC [County application naive and number] was provided to Dan Tucker/5th Street Station Ventures, LLC the owner of record of Tax Map [name(s) of the record owners of the parcel] and Parcel Number 76M1-2 manner identified below: Q Hand delivering a copy of the application to by delivering a copy of the application in the [Name of the record owner if the record owner is a person; if the owner of record'is an entity, identify the recipient of the record and the recipient's title or office for that entity] on Date Mailing a copy of the application to Dan Tucker/5th Street Station Ventures, LLC [Name of the record owner if the record owner is a person; if the owner of record is an entity, identify the recipient of the record and the recipient's title or office for that entity] on 07.26.19 Date to the following address: 5 SW Broad St. Suite B. Fairburn, GA 30213 [address; written notice mailed to the owner at the last own ad ess of the owner as shown on the current real estate tax assessment books or curre r al estate ax assessment records satisfies this requirement]. Sig t o pp icant Chris Gips n/RossTarrant Architects Print Applicant Name 07.26.19 Date \\tZ� 1; \ c. Too/ / PROPOSED MONUMENT SIGN—� / \l � II 11 1` PROPOSED 1�' SIGrvCTIONAL / 1 I \ F F, ANN LOG. 1500 PROJECT DATA OVERALL BUILDINGS RETAIL BUILDINGS MAJOR TENANT I10.000 SF MAJOR iENANie 19,)9B SF M.NOR if31ANLC SD212 SF MAJOR TENANT x.e3e sF VMAJOR iENANtf I6.016 SF MAJOR IENANtF 3].J65 Sf MAJOR TENANT 19,)]l Sf MAJOR iENANTK 4.107 SF SHOPS/ ANi S3.]39 SF 9.0)9 S 3A53 Sf 10)AI IROIfCt ARfA 9699]) SF RETAIL PARKING RESTAURANT �T1\ PLAZA AREA \ PROPOSED O \ S\ D LDGSIB \ to BF mw 9�_95F_ MAJOR \ TE TK � BaW.2000 \ 0) SF DPDSE O ..w �ppG 111 \SED B�aG.aoo i+ GNROPO 'I \ \ MAIGR \ TENANTE MAgR MAroR II'.. BBW.500 _ TENANT B TENANT G - TENANT D I f B F \ TAENAMA BLW.200 B8LOG J00 BIW.dW B S IF 1 0.000 SF 9.190 IF 2 S BLW.100 P E. C32W � n Do I I ❑ PROJECT 5TH STREET DRAWING SP.89 STATION DATE WWW.MMI-IMENT.CO. CHARLOTTESVILLE, VA 06.14.17 cote rprises T]6692-8300 w wPARKING REO'D Ia.S/I:000 SF) 630 SPACES i wNiF PARKING REOD (45/1.000 SF) 163 dPACES LENANi PARKING REO'D 14.5/I,000 SFI BiD SPACES SHOPS PARKING REOD I4.5/I,000 SF) 263 SPACf3 R EST PARKING REO'D I..S/I G00 Sfl 221 SPACE$ BANK PARKING REO'D,a.S/1.000 Sf1 10 SPACES 2.2T3 SPACES AJ) /LOBOS I/ PROPOSED / MONUMENT / slcN — / T�OFOSED / SITE PLAN O o' e0' 100• 200 sPa) EtNE: +�-tar an U'V-cy, F; STRUCTURAL GENERAL NOTES DESIGN STRESSES CONCRETE (STRENGTH DESIGN) MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS: INTERIOR SLABS ON GRADE......_ - ............................ fc =4,000 PSI REINFORCING BARS (ASTM A615 GRADE 60)......._...............__..........__... Ty=4,f100 PSI WELDED WIRE FABRIC IASTM A185)....................................... _................... ty =4,OW PSI CONCRETE CONSTRUCTION I. ALL CONCRETE CONSTRUCTION TO BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACT 301-10, ACT 318-I1, AND ACI DETAILING MANUAL. 2. FURNISH BAR SUPPORTS WHERE NECESSARY DURING CONSTRUCTION. P VI PLASTIC PLASTIC -COATED NOT PLASTIC -TIPPED OR STAINLESS STEEL CHAIRS I RO DE IN CONCRETEE%P EDT VIEW IN COMPLETED STRUCTURE. ALL VIOS O V N INSERTS IN CONCRETE WORK WHERE REQUIRED. SEE 4. PROVIDE PIPE SLEEVES D SER S CO C O Q ARCHITECTURAL AND MECHANICAL DRAWINGS. 5. WELDING OF REINFORCING BARS(INCLUDING TACK WELDING) 15 NOT PERMITTED. 6. REINFORCING FOR SLABS ON GROUND (IN FLAT SHEETS) SHALL BE IN THE MIDDLE OF THE SLAB EXCEPT AS OTHERWISE NOTED AND SHALL BE POSITIVELY SUPPORTED AND MAINTAINED IN THIS POSITION DURING PLACEMENT OF CONCRETE. 7. CONCRETE PROTECTION FOR REINFORCEMENT: COVER A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH .........................3" B. CONCRETE EXPOSED TO EARTH OR WEATHER NO. 6 THROUGH NO. 18 BARS............_......................_................................................7' NO. 5 BAR, W31 OR D31 WIRE AND SMALLER ...................._................................ I I /T' NEW CONCRETE REQUIRED T/SLAB = 415.00' = 100'-0" 4" CONCRETE SLAB WITH W WR 6%6-W 1.4%W 1.4 ON VAPOR RETARDER AND 4" (MIN.( GRANULAR SUB BASE NOTE: BASIS OF DESIGN FOR VAPOR RETARDER IS W.R. MEADOWS. INC. PERMINATOR - CLASS A (10 MIL) FOLLOW ALL MANUFACTURER'S RECOMMENDED INSTALL INSTRUCTION. NOTE: BASIS OF DESIGN FOR TERMITE CONTROL IS BASF: TERMIDOR 80 WG jr o EFL, f (' 6uKCFKFI J L` , ! WALK-IN IC2 NEW I GARAGE L DOOR 1600 160' 1­1 1­/ SLIP DOWEL IN PLASTIC INSERT @ 16" O.C. TYPICAL AT CONSTRUCTION JOINTS iQ SAW -CUT JOINT 0�� WITHIN 12 HOURS OF POUR mlp-- -III=11 111—III������� CONSTRUCTION JOINT SAWN CONTRACTION JOINT NOTES: I. JOINTS SMALL BE INSTALLED IN SLABS ON GROUND AT A MAXIMUM SPACING IN FEET OF 3 TIMES THE SLAB THICKNESS IN INCHES IN EACH DIRECTION BY EITHER OF THE ABOVE METHODS. MAXIMUM LENGTH OF ANY SLAB ON GROUND POUR TO BE IOU'-0" BETWEEN CONSTRUCTION JOINTS. RATIO OF LENGTH TO WIDTH SHALL NOT EXCEED 2. THIS SPACING OF JOINTS SHALL APPLY UNLESS SPECIFICALLY SHOWN OTHERWISE. 2. REINFORCING SHALL BE DISCONTINUOUS THROUGH CONSTRUCTION JOINTS. SLAB ON GROUND JOINT DETAIL N.I.S. — EXISTING CMU WALL SEAtl 101 12295f A-83 I IB 1C 28 1 28 27 1614 1629 t i 1643 I!I DEMOEXISTINGSGAB AT REQUIRED F R I) NEW WORK I f 16001601 PROVIDE NEW SLAB CODES AND APPLICABLE STANDARDS N Y I (vN fi CTE S '.F I'J t- u 1 � " 2015 VIRGINIA CONSTRUCTION CODE j � U 2015 VI RGINIA PLUMBING CO DE A 2015 VIRGINIA MECHANICAL CODE 2 L 2011 NATIONAL ELECTkICAL CODE "q / 20091CC/ANSI A 117.1 G )` � ry 2015 VIRGINIA FUEL GAS CODE - 2015VIRGINIAENERGY CONSERVATIONCODE U O ISTI SL 2015 VIRGINIA PROPERTY MAINTENANCE CODE 20)5 VIRGINIA (STATEWIDE) FIRE PREVENTION CODE 2015 VIRGINIA REHABILITATION CODE O yo 0 ie FIRE RESISTANCE REQUIREMENTS ` o FIRE RESISTANCE PER CONSTRUCTION TYPE: 2B - PROVIDE NEW N CONCRETE SLAB BUILDING ELEMENT: FIRE -RESISTANCE RATING RQMi., HRS: - ANDINFILLEXISTING STRUCTURAL FRAME: 0 WHERE DEMO'ED BEARING WALLS. EXTERIOR: 0 PER GENERAL BEARING WALLS, INTERIOR: 0 ,PLTII OF STRUCTURAL AND NONBEARING WALLS 8 PARTITIONS, EXTERIOR: 0 0 DEMO EXISTING SLAB CONCRETE NOTES NONBEARING WALLS 8 PARTITIONS, INTERIOR: 0 F FLOOR CONSTRUCTION, INCSUPPORTING BEAMS IS JOISTS: 0 AT REQUIRED FOR L. el y . Sliver r� NEW WORK ROOF CONSTRUCTION. INCL. SUPPORTING BEAMS 8 JOISTS: 0 1.k. 0.48181e508 — — ADDITIONAL FIRE-RESISTANT CONSTRUCTION PER2015 vCC. FIRE-RESISTANT ASSEMBLY TYPE: FIRE -RESISTANCE RATING RQMT., HRS: HRT'li l�v`` FIRE WALL 2 FIRE BARRIERS I VERTICAL EXIT ENCLOSURE I VERTICAL SHAFT. INCL. ELEVATOR I CORRIDORS NIA DUE TO SPRINKLER TENANT SEPARATION I SMOKE -TIGHT CONSTRUCTION REQUIRED FOR INCIDENTAL USE AREAS AS FOLLOWS: INCIDENTAL USE AREA: FURNACE ROOM WHERE ANY PIECE OF EQUIPMENT IS OVER 400,000 BTU/HR INPUT MEN - - - ROOMS WITH BOILERS WHERE THE LARGEST PIECE OF EQUIPMENT IS OVER 15 PSI AND 10 HP REFRIGERANT MACHINERY ROOM _ _.. _ .... .-:. LABORATORIESAND VOCATIONAL SHOPS 'NOTE: THE ABOVE REQUIRE ONLY SMOKE -TIGHT CONSTRUCTION PER VCC DUE TO AUTOMATIC SPRINKLER 1614 1629 1643 HEIGHT AND AREA CALCULATIONS BUILDING: MIXED OCCUPANCY DEMOLITION PLAN �� q" 1 /8" = 1'-0" ' G0.1 OCCUPANCY CLASSIFICATION: A-2 CONSTRUCTION TYPE: 2B SPRINKLER: YES TOTAL OCCUPANCY = 107 FLOOR PLAN - CODE REVIEW SITE ZONING PD-MC(MIXED USE COMMERCIAL) BUILDING SETBACKS FRONT. O' t' REAR 30' SIDE 0' WIND SPEED 115MPH. EXPOSURE SEISMIC DESIGN CATEGORY B - OCCUPANCY CLASSIFICATION ASSEMBLY A-2 TYPE OF CONSTRUCTION TYPE II B UNPROTECTED SPRINKLERED ALLOWABLE HEIGHT 3STORIES -7E(SEE IBC 5042) ACTUAL HEIGHT ONE STORY 125-0-MAX) - ALLOWABLEAREA 28.SM SF ACTUAL AREA 10875 SF OCCUPANT SEPARATION 0 TEN ANT SEPERATION I TRAVEL DISTANCE 250'-0"MAX. SPRINKLERED EGRESS COMPONENT TABLE BUILDING A -SECOND FLOOR: COMP. # COMPONENT TYPE REQUIRED WIDTH PER OCCUPANT It OF OCCUPANTS REQUIRED EGRESS WIDTH MINIMUM PROPOSED EGRESS WIDTH EXITS TO: z LU U 0 > —� L U Q� Z N Co D 'O O > Z LL- 1_ w Z �� LL O C) Q 0— Q U w FW — U N "' LU 0:� rV m Q ~ Z _ < L0 Q IA DOOR 02' 28 32' 68" EXIT DISCHARGE IB DOOR 0.2' 28 37' 68" EXIT DISCHARGE IC DOOR 0.2" 27 37' 69' EXIT DISCHARGE ID I DOOR 0.2" 8 3T 37 EXIT ACCESS COnShUCiIOn Manaaef. IE DOOR O.T 8 32' 37' EXIT DISCHARGE RYCQNCOastruclionlNC. 2501 Smallmon Street, IF DOOR 0.7 8 37' 37 EXIT DISCHARGE Suite 100 Pittsburgh, PA 15222 p 412.392.2525 1 412 392.2526 s3 East Mom Street, Suite 17 mmgton. KY 40507 859.410.2575 859.410 2576 Structural Design Group, INC 220 Greal Circle Road. EGRESS PLAN - SYMBOL KEY Suite 106 Nashville, IN 37228 p 615.255.5537 ROOM NAME ROOM TAG W/ DESIGN OCCUPANCY NUMBER ROOM NUMBER # NOTE: AREAS OF FIXED FURNITURE HAVE BEEN SUBTRACTED FROM GROSS/NET S.F. TOTAL ROOM SQUARE FOOTAGE TO ARRIVE AT TOTAL NUMBER OF Project No: 1914 q OCCUPANTS & # OCCUPANT OCCUPANT TYPES Drawn By: GJ OCCUPANCY TYPE K -KITCHEN (GSF) - 200 GROSS B- BUSINESS (CST) - 100 GROSS Rev'a By: SJLCG S :STORAGE (GSF) - 300 GROSS M - MERCANTILE (GSF) SHEET RELEASE A - ASSEMBLY UNCONCENTRATED (GSF) - 15 NET I C - CIRCULATION/RR - 0 GROSS 2 2(c INDICATES NON -CONCURRENT USE OCCUPANCY 3 COMPONENT 4 SEE TABLE BELOW 5 5 #X EGRESS COMPONENT TAG FLOOR 7 - EGRESS PATH 8 COPYRIGHT ©7019 ® TOTAL UNPROTECTED EXIT ACCESS TRAVEL DISTANCE CONSTRUCTION DOCUM ----- � OPEN PERIMETER FRONTAGE DEMARCATION LINE BETWEEN EXISTING 8 NEW CONSTRUCTION I— GO. FIRE PROTECTED AREA - I.E. ALL SURROUNDING WALLS ARE OF A DURATION OF #H FIRE-RESISTANT ASSEMBLY- SEE FIRE RESISTANCE REQUIREMENTS CODE REVIEW FIRE -RESISTANCE ABOVE FOR ADDITIONAL INFORMATION ' SEE A0.1 SHEET FOR ADDITIONAL FIRE -RESISTANCE SYMBOLS THAT MAY APPEAR ON THIS SHEET. DATEISSUED: ,.�,,., ,,,,,,,,