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HomeMy WebLinkAboutCLE201900172 Application 2019-10-11r, _ Application for Zoning Clearance o -II PLEASE REVIEW ALL 3 SHEETS OFFICE USE ONLY Check # ` , U (4 Date: _ Receipt # Staff PARCEL INFORMATION PD-k46 5G Tax Map and Parcel: 76M1-2 Existing Zoning Parcel Owner: Dan Tucker/5th Street Station Ventures, LLC Parcel Address: 365 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: 1400 Food Court with Auntie Anne'sm 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 anv additional information that you can provide: Auntie Anne's -Open Daily 10am-10pm; 16 employees, 2 shift daily, shared parking (see attached drawing), no vehicles Pei Wei - Open Daily 10am-10pm; 30 employees, 2 shifts daily, shared parking (see attached drawing), no vehicles Caribou Coffee - Open Daily 7am-10pm; 20 employees, 2 shifts daily, shared parking (see attached drawing), no vehicles _ *This Clearance will only b valid on the parcel for which it is approved. It you change, intensity or move the use to a new location, a new Zoning Clearance will be required. I hereby certi t at I own r ave the owner's permission to use the space indicated on this application. I also certify that the information provided is true and ac ur e t he es of my knowledge. I have read the conditions of approval, and I understand them, and that I will abide by them. Signature v Printed Chris Gipson/RossTarrant Architects APPROVA IN O MATION [ ] Approved as propo d [ ] Approved with conditions [ ] Denied [ ] Backflow prevention device and/or current test data needed for this site. Contact ACSA, 977-4511, xl 17. [ ] 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 % Date Zoning Official Other Official LI yam✓ e r w, Date 1161'l 0 - r' County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 Revised 11/02/2015 Page 2 of 3 02oc�� Intake to complete the following: Y LILL Is HI or PDIP zoning? Engineer's Report (CER) packet. If so, give applicant a Certified N ill there be food preparation? If so, give applicant a 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 private well or p tic wat?er?rit If private well, provide Health form. Zoning review can not begin until we receive approval from Health Dept. FAX DATE Circle the one that applie Is parcel on septic or y4blic sewer? Y/N Will you be putting up a new sign of any kind? If so, obtain proper Sign permit. Permit # 4N l there be any new construction or renovations? If so, obtain the proper Permit. Permit# 02019-ONO-AC Zoning to complete the followinLy: Reviewer to complete the following: e Square footage of Use: t/j 3700 of 2-7ro) (1YjV N ermitted as: eR¢Iq'g e,'9411i414,el f Under Section: Z Z - 7-4 CO CN ) Supplementary regulations section: Parking formula: y' S per 5VP 20(1-2 5 06� Required spaces: 7 Sl�Crl Y/N Violations: Y/Y/N If �sr. 200 2S6 C1�o V(o Fat, roffers: so, List: 2 Zov��0i ZM AZoo - a Varia ce: Y/V If so, List: 20(6� oZ C ti. �vat �. J SP's: Y/N If s Est: Clearances: ffO / cf, l $Z'!7 g `73 / ! 7 Z ,� SDP's Lot Z7 !1' Set I - z5 tali - 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, B201901410AC [County application name 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 76M 1-2 by delivering a copy of the application in the manner identified below: Hand delivering a copy of the application to [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 0 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 known a ress of the owner as shown on the current real estate tax assessment books or current real esta tax assessment records satisfies this requirement]. A Chris Gipson/RossTarrant Architects Print Applicant Name 07.26.19 Date /�L4Te_ AN�t eL5 STRUCTURAL GENERAL NOTES DESIGN STRFSSFC CONCRETE (STRENGTH DESIGN) MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS: INTERIOR SLABS ON GRADE..._........_..._.......- .......... ____ ................- f'C =4.000 PSI REINFORCING BARS (ASTM A615 GRADE 60)............................................. Ty =4.000 PSI WELDED WIRE FABRIC AASTM AT 85)......_....._............................................ Ty =4,000 PSI CONCRFTF CONSTRI ICTION 1. ALL CONCRETE CONSTRUCTION TO BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACT 301-10, ACT 318-11, AND ACT DETAILING MANUAL. 2. FURNISH BAR SUPPORTS WHERE NECESSARY DURING CONSTRUCTION. 3. PROVIDE PLASTIC, PLASTIC -COATED (NOT PLASTIC -TIPPED( OR STAINLESS STEEL CHAIRS IN ALL CONCRETE EXPOSED TO VIEW INC PUETED STRUCTURE. 4. PROVIDE PIPE SLEEVES AND INSERTS IN CONCRETE WORK WHERE REQUIRED. SEE 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: COME A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ...__.._........._...3' S. CONCRETE EXPOSED TO EARTH OR WEATHER NO. 6 THROUGH NO. 18 BARS...._.............................................._.........._.._................ 2' No. 5 BAR. W31 OR D31 WIRE AND SMALLER .................................... ___ _.... 11/7' NEW CONCRETE REQUIRED 4" CONCRETE SLAB WITH W^WR 6X6-W 1.4XW I.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 SUPDOWELIN PLASTIC INSERT 5 16: O.C. TYPICAL AT CONSTRUCTION JOINTS Z< SAW -CUT JOIN( F O w WITHIN 12HOURS v pO^^ OF POUR m' I — dill CON jTR Cll�ILjONNjTR OI JOUCTI N JOIN SAWN JOIN JOINT SAWN CONTRACTION JOINT NOTFS. T. JOINTS SHALL BE INSTALLED IN SLABS ON (%POUND 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 100'-0' BETWEEN CONSTRUCTION JOINTS. RATIO OF LENGTH TO WIDTH SHALL NOT EXCEED 2. THIS SPACING OF JOINTS SHAI L APPLY UNLESS SPECIFICALLY SHOWN OTHERWISE. 2. REINFORCING SHALL BE DISCONTINUOUS THROUGH CONSTRUCTION JOINTS. SLAB ON GROUND JOINT DETAIL N.I.S. I I NO WORK THI AREA I I I I 1453 1457 1460 1470 1480 CODES AND APPLICABLE STANDARDS 2015 VIRGINIA CONSTRUCTION CODE 2015 VIRGINIA PLUMBING CODE 2015 VIRGINIA MECHANICAL CODE 2011 NATIONAL ELECTRICAL CODE 20091CC/ANSI A 117.1 2015 VIRGINIA FUEL GAS CODE 2015 VIRGINIA ENERGY CONSERVATION CODE 2015 VIRGINIA PROPERTY MAINTENANCE CODE — — E 2015 VIRGINIA (STATEWIDE) FIRE PREVENTION CODE 2015 VIRGINIA REHABILITATION CODE FIRE RESISTANCE REQUIREMENTS FIRE RESISTANCE PER CONSTRUCTION TYPE: 28 PROVIDE NEW CONCRETE BUILDING ELEMENT: FIRE -RESISTANCE RATING RQMT., HRS: SLAB AND INFILL EXISTING STRUCTURAL FRAME: 0 WHERE DEMOTED SLAB PER BEARING WALLS, EXTERIOR: 0 GENERAL STRUCTURAL BEARING WALLS. INTERIOR: 0 NOTES AND CONCRETE NONBEARING WALLS & PARTITIONS. EXTERIOR: 0 NOTES NONBEARING WALLS & PARTITIONS. INTERIOR: 0 FLOOR CONSTRUCTION. INCL. SUPPORTING BEAMS & JOISTS: 0 ROOF CONSTRUCTION, INCL. SUPPORTING BEAMS & JOISTS: 0 ADDITIONAL FIRE-RESISTANT CONSTRUCTION PER 2015 VCC. — n , FIRE-RESISTANT ASSEMBLY TYPE: FIRE -RESISTANCE RATING RQMT.. HRS: FIRE WALL 2 FIRE BAR Ell 1 VERTICAL EXIT ENCLOSURE C VERTICAL SHAFT, INCL ELEVATOR I CORRIDORS N/A DUE TO SPRINKLER TENANT SEPARATION 1 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 ROOMS WITH BOILERS WHERE THE LARGEST PIECE OF EQUIPMENT IS OVER 15 PSI AND 10 HP REFRIGERANT MACHINERY ROOM LABORATORIES AND VOCATIONAL SHOPS 1490 1498 1499 FLOOR PLAN -FLOOR PLAN - DEMO 1 /9' = 1' 0" G0.1 r I B I I I IF ``\ NO WORK THIS IREA I I L - 1 AANO � I�L((�� 1 1 WOdK THIS AREA I CC +< [ Y V )J I �(Zt I 77 ' eel D t ? �t, T J 1453 1457 „ ( CORRIDOR OUST/WH 6>ST 145- i-1 _ T'O E T BO C { l SF WAIK IN -.. r. AUNTIE ! ANNE'S 67 SF _ BON S"1 ✓ 3K47F �.a°.m °0° 058}}t 1,2155F PEI WEI 1460 —FOb -77 1575E I _ K"I �DY I OFFICE F 1a c s�D sF 83 ) RIDOR A R .A I R � 64 CARIBOU CAR D , COFFEE fON {•.al. I5 ]i I SF 3.. K 7 ]D7 SF SFABNG 01 118 IA IB I 1C 39, / 39 i. 40 1470 1480 1490 14981499 TOTAL OCCUPANC = 134 FLOOR PLAN - CODE PLAN - coDE REVIEW 1 /&I = I' -a' G0.1 'NOTE: THE ABOVE REQUIRE ONLY SMOKE -TIGHT CONSTRUCTION PER VCC DUE TO AUTOMATIC SPRINKLER HEIGHT AND AREA CALCULATIONS Ln } U L L N C) do oN 0 >g O N - -. IT H 0, et y .Siiv s Lic. 'u.40101851YR 9RCHITOGR w w H _z U �0 w m m T) Q BUILDING: O O OCCUPANCY CLASSIFICATION: A-2 CONSTRUCTION TYPE: 2B SPRINKLER: YES w � U O SITE ZONING PD-MC (MIXED USE COMMERCIAL( BUILDING SET BACKS FRONT. 0' / w I �, REAR 30' � _ �' w SIDE 0' w � O J WIND SPEED I I SMPH, EXPOSURE B Q - �( SEISMIC DESIGN CATEGORY B LIJ OCCUPANCY CLASSIFICATION ASSEMBLY A-2 _O w TYPE OF CONSTRUCTION TYPE 11 B UNPROTECTED SPRINKLERED ( � (n Off `/ ~ C/ ALLOWABLE HEIGHT 04 3STORIES - 75'(SEE IBC 52) w ACTUAL HEIGHT ALLOWABLE AREA ONE STORY (25'-0"MAX) 28,500 SF w w Z 00� ACTUAL AREA 12.3295F 5Q OCCUPANT SEPARATION TENAM SEPERATION 0 I (� < ` Q TRAVEL DISTANCE 250'-9 MAX. SPRINKLERED w EGRESS COMPONENT TABLE Ln Z Q BUILDING A -SECOND FLOOR: Q COMP. k COMPONENT REQUIRED WIDTH PER R OF REQUIRED MINIMUM PROPOSED EXITS TO: TYPE OCCUPANT OCCUPANTS EGRESS WIDTH EGRESS WIDTH IA DOOR 0.2" 39 3' 68" EXIT DISCHARGE I DOOR 0.7' 39 37' 68' EXIT DISCHARGE IC DOOR 0.7' 40 32' 68' EXIT DISCHARGE Conch Cino tr RVCON Construction INC. 2501 Smallman Street. ID DOOR 0.2" 8 37' 37' EXIT DISCHARGE Suite Ilm Pttsburgh, PA 15222 1 E DOOR ._78 37' 37' EXIT ACCESS p 412 392 2525 f 4 12 392 2526 I F DOOR 0.7' 8 32' 37 E%li DISCHARGE M F AP Fn9rnnar KILL Eng veers 333 East Man Street, Suite 175 Lexington KY 40507 p 859 410 2575 c859 410.2576 to �rtnrnl Fnn'nc<r Structural Design Group, INC 220 Great Circle Road, Suite 106 EGRESS PLAN - SYMBOL KEY N-l-WIe, IN 37228 TO 615 255 5537 ROOM NAME ROOM TAG W/ DESIGN OCCUPANCY NUMBER ROOM NUMBER R NOTE: AREAS OF FIXED FURNITURE HAVE BEEN SUBTRACTED FROM GROSS/NET S.F. At TOTAL ROOM SQUARE FOOTAGE TO ARRIVE AT TOTAL NUMBER OF Project No 1914 # OCCUPANTS & # OCCUPANTS. Drown By. GJ OCCUPANCY TYPE OC'('IIPANT IYPFc Revd By SJL, CG K KITCHEN (GSF) 200 GROSS B BUSINESS (GSF) - 100 GROSS S STORAGE (GSF) 300 GROSS M MERCANTILE (GSF) SHEET RELEASE A- ASSEMBLY UNCONCENTRATED(GSF)-15 NET 1 C - CIRCULATION/RR - 0 GROSS 2 INDICATES NON -CONCURRENT USE OCCUPANCY 3 COMPONENT 4 SEE TABLE BELOW 5 5 kX EGRESS COMPONENT TAG FLOOR 7 — EGRESS PATH 8 COPYRIGHT © 2019 O TOTAL UNPROTECTED EXIT ACCESS TRAVEL DISTANCE CONSTRUCTION DOCUMENTS - OPEN PERIMETER FRONTAGE 41011— DEMARCATION LINE BETWEEN EXISTING & NEW CONSTRUCTION GO. I FIRE PROTECTED AREA - I.E. ALL SURROUNDING WALLS ARE OF A DURATION OF pHR FIRE-RESISTANT ASSEMBLY -SEE FIRE RESISTANCE REQUIREMENTS CODE REVIEW FIRE -RESISTANCE ABOVE FOR ADDITIONAL INFORMATION DATEISSUED: ' SEE A0.1 SHEET FOR ADDITIONAL FIRE -RESISTANCE SYMBOLS THAT MAY APPEAR ON THIS SHEET. 05/21/2019