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HomeMy WebLinkAboutCLE201900183 Application 2019-10-11,��PPt��VED !:. t;,`t f�llmarle County ,� ._•., �!���iG�r�1�'n�r ncr�i���r.:nt Application for Zonin Clearance CLE#� OFFICE USE ONLY PLEASE REVIEW ALL 3 SHEETS Check # Date: a Receipt # j g Staff: PARCEL INFORMATION Tax Map and Parcel: 76M1-2 Existing Zoning PD-E'- SC 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 cgipsonprosstarrant.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 estaurants - Wing Zone Submittal 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 rmation that you can provide: WingZone - Open D; 20 employees, 2 shifts daily, shared parking (see attached drawing), no vehicles JOal . Clearance will be reqI hereby certify tI owner's permission to use the space indicated on this application. I also certify that the information provided is true and accu at toknowledge. I have read the conditions of approval, and I understand them, and that I will abide by them. Signature Printed Chris Gipson/RossTarrant Architects APPROVA O MATION [ ] Approved as prop ed [ J Approved with conditions [ ] Denied [ ] Backflow prevention device and/or current test data needed for this site. Contact ACSA, 977-4511, xt 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 - Date2/%� Zoning Official Date Other Official t/ D �Pti P—N�t4 f Date /0 yo—� 9 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 0 2 (�D l Yb 6 �L Revised 11/02/2015 Page 2 of 3 p - — Intake to complete the following: y / N s use i LI HI or PDIP zoning? Engineers eport (CER) packet. If so, give applicant a Certified Y J/ N dill there be food preparation? If so, give applicant a Health Department form. Zoning review can not begin u Dept. FAX DATE ntil we receive approval from Health Circle the one that applies Is parcel on private well o ublic ater? If private well, provide Hea epartment form. Zoning review can not begin until we receive approval from Health Dept. FAX DATE Circle the one that applies Is parcel on septi or puhli sewer? Y/N Will you be putting up a new sign of any kind? If so, obtain proper Sign permit. Permit # /Y p N ill there be any new construction or renovations? If so, obtain the proper Permit. Permit # _ 2 p� _Ac Zonm to com lete the followin : Viola Pons: Y/ If so, ist: Varia ce: Y/ If so, ist: LA Clearances: 2o(g (Y 82 Y %2 Reviewer to complete the following-ng; / Square footage of Use: t r6 C Of 3,132-0 �?I/ N mitted as: e qf iV e-lb1,C9,� ikB�y� Under Section: Z.,?" W (• /�Y J Supplementary regulations section: Parking formula: Required spaces: Y/N Items to be verified in the field: P offers: N so, List: SP's: Y/O If so, List: SDP's Zol9 7 � -2S Revised 11/l/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 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 76M1-2 manner identified below: 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 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 to the following address: Date 5 SW Broad St. Suite B. Fairburn, GA 30213 [address; written notice mailed to the owner at the la ow ress of the owner as shown on the current real estate tax assessment books or curre S tax assessment records satisfies this requirement]. Sigpplicant Chris Gipson/RossTarrant Architects Print Applicant Name 07.26.19 Date STRUCTURAL GENERAL NOTES CONCRETE(STRENGTHDES DESIGN) MINIMUM COMPR ESSIVE STRENGTH IN 28 DAYS: INTERIOR SLABS ON GRADE.........._....................._.................................. fc =4.000 PSI REINFORCING BARS (ASTM A615 GRADE 601........................... IY =4.000 PSI WELDED WIRE FABRIC (ASTM A 185)............................................................ ty =4.000 PSI CQNCRFTF CONSTRI IrTIC H 1. ALL CONCRETE CONSTRUCTION TO BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 30IA0. ACI 318-11, AND ACI 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 IN COMPLETED 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) ISNOTPERMITTED. 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 1 /2" NEW CONCRETE REQUIRED i/SI AR = dl S M' = 1M'4Y' 4" CONCRETE SLAB WITH W W R 6X6-W I AX W I A ON VAPOR RETARDER AND 4" (MIN.) GRANULARSUB 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 WIG SLIP DOWEL IN PLASTIC INSERT Co' 16" O.C. TYPICAL AT CONSTRUCTION JOINTS ZQ SAW -CUT JOINT O WITHIN 12 HOURS CO ff OF POUR — I INTCONSTRUCTION JOINT SAWN CONTRACTION JOINT NOTES, I. JOINTS SHALL 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 100'47'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. 1500BUILDING 1600BUILDING T IE I I � 7H I I NO WORK THIS AREA CODES AND APPLICABLE STANDARDS 2015 VIRGINIA CONSTRUCTION CODE — 2015 VI RGINIA PLUMBING CODE 20I5 VIRGINIA MECHANICAL CODE 2011 NATIONAL ELECTRICAL CODE 20091CC/ANSI A I11.1 2015 VIRGINIA FUEL GAS CODE 2015 VIRGINIA ENERGY CONSERVATION CODE 2015 VIRGINIA PROPERTY MAINTENANCE CODE 2015 VIRGINIA (STATEWIDE) FIRE PREVENTION CODE 2015 VIRGINIA REHABILITATION CODE FIRE RESISTANCE REQUIREMENTS PROVIDE NEW FIRE RESISTANCE PER CONSTRUCTION TYPE: 28 CONCRETE SLAB BUILDING ELEMENT: FIRE -RESISTANCE RATING RQMT.. HRS: AND INFILL EXISTING STRUCTURAL FRAME: 0 WHERE DEMO'ED BEARING WALLS. EXTERIOR: 0 PER GENERAL BEARING WALLS, INTERIOR: 0 ND NONBEARINGWALlS &PARTITIONS, EXTERIOR: 0TESNONBEARING WALLS & PARTITIONS, INTERIOR: 0 �TRAL FLOOR CONSTRUCTION. INCL.SUPPORTING BEAMS & JOISTS: 0 ROOF CONSTRUCTION, INCL.SUPT.OWING BEAMS & JOISTS: 0 ADDITIONAL FIRE-RF:;STANT CONSTRUCTION PER 2015 VCC. FIRE-RESISTANT ASSEMBLY TYPH-.- FIRE -RESISTANCE RATING RQMT.. HRS: FIRE YVe4j. °' 2 HRB`ifAkRIER$ " ;r I V_TICAL EXIT EN('ti, RP>a I kiTICAL .AFT., ELEVSJR 1 C33RIDORS ^.^ N/A DUE TO SPRINKLER TN_"T SEPARATI ON I REQUIRED FOR INCIDENTAL USE AREAS AS FOLLOWS: INCIDENTAL USE AREA: F0R'NACE 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 'NOTE: THE ABOVE REQUIRE ONLY SMOKE -TIGHT CONSTRUCTION PER VCC DUE TO AUTOMATIC SPRINKLER HEIGHT AND AREA CALCULATIONS BUILDING: MIXED OCCUPANCY OCCUPANCY CLASSIFICATION: A-2 CONSTRUCTION TYPE: 2B SPRINKLER: YES SITEZONING PD-MC(MIXED USE COMMERCIAL) BUILDING SET BACKS FRONT. 0' REAR 30' SIDE 0' WIND SPEED I15MPH, EXPOSURE SEISMIC DESIGN CATEGORY B OCCUPANCY CLASSIFICATION ASSEMBLY A-2 TYPE OF CONSTRUCTION TYPE LIB UNPROTECTED SPRINKLERED ALLOWABLE HEIGHT 3STORIES - 75'(SEE IBC 5042) ACTUAL HEIGHT ONE STORY (25'4" MAX) ALLOWABLE AREA 28,500 SF ACTUAL AREA 10875 SF OCCUPANTSEPARATION 0 TENANT SEPERATION I TRAVEL DISTANCE 250'-(Y MAX. SPR)NKLERED EGRESS COMPONENT TABLE BUILDING A -SECOND FLOOR REIINIMUM COMP. # COMPONENT yyIDTHQURED PER M # OF REQUIRED PROPOSED EXITS TO: TYPE OCCUPANT OCCUPANTS EGRESS WIDTH EGRESS WIDTH Ln U BE; L U _ to O - N - PLTII OF ,o qc y .Sliv Lic, o.401019508 v �RCyItGOS UL LU z_ _U -� LU Uf z twco Q O 0 w 'O () 0p >— L.L LU z 3. DES 0,50 LU P Q O < 02 ~ W U LU LU W no L Q 1A DOOR 0.7 28 37, 68" EXIT DISCHARGE I DOOR 0.7' 28 37' 68' EXIT DISCHARGE IC DOOR 0.7' 27 32' 68" EXIT DISCHARGE ID DOOR 02' B 32' 37' EXIT ACCESS I E DOOR 0.7' 8 37 37' EXIT DISCHARGE r nar�ri�n Mannner RYCON Construction INC. 2501 Smallmon Street, Suite 100 IF DOOR 0.2' 8 32' 37' EXIT DISCHARGE Pittsburgh. PA 15222 p 412.392.2525 f 412.392.2526 M F AP Fnal- KLH Engineers 333 East Main Street, Suite I LeMngton, KY 40507 p 859.410.2575 1 859.410.2576 Structural Design Group. INC 220 Great Circle Road, Suite N shvillle, TN 37228 EGRESS PLAN - SYMBOL KEY p 615.255.5537 ROOM NAME ROOM TAG W/ DESIGN OCCUPANCY NUMBER ROOM NUMBER NOTE: AREAS OF FIXED FURNITURE HAVE BEEN SUBTRACTED FROM Project No: 1914 GROSS/NET S.F. # TOTAL ROOM SQUARE FOOTAGE TO ARRIVE AT TOTAL NUMBER OF # OCCUPANTS & # OCCUPANTS. OCCUPANT TYPFS Drawn By: GJ OCCUPANCY TYPE K - KITCHEN (GSF) - 200 GROSS B- BUSINESS (GSF) - 100 GROSS Revd By: SJL.CG SHEET RELEASE S- STORAGE (GSF)-300 GROSS M- MERCANTILE (GSF) A -ASSEMBLY UNCONCENTRATED (GSF)- 15 NET I C - CIRCULATION/RR - 0 GROSS 2 INDICATES NON -CONCURRENT USE OCCUPANCY 3 4COMPONENT2A8 SEE TABLE BELOW #X EGRESS COMPONENT TAG 5 6 EE FLOOR 7 EGRESS PATH B COPYRIGHT ©2019 28 .L _--- 27 .. _. TOTAL UNPROTECTED EXIT ACCESS TRAVEL DISTANCE CONSTRUCTION DOCUMENTS ,w 40 OPEN PERIMETER FRONTAGE DEMARCATION LINE BETWEEN EXISTING & NEW CONSTRUCTION GO.1 1614 1629 1643 TOTAL OCCUPANCY = 107 DURATION OF #H FIRE PROTECTED AREA - I.E. ALL SURROUNDING WALLS ARE OF A HRE-RESISTANT ASSEMBLY- SEE FIRE RESISTANCE REQUIREMENTS FLOOR PLAN - CODE REVIEW A FIRE -RESISTANCE ABOVE FOR ADDITIONAL INFORMATION CODE REVIEW DATE ISSUED: SEE A0.1 SHEET FOR ADDITIONAL FIRE -RESISTANCE SYMBOLS THAT MAY APPEAR ON THIS SHEET. 06/10/2019 EXISTING TRAFFIC SIGNAL ACE / D R F L�DG. ,500 ) SEATS 3J,]BS SF iLLU REST. BLDG.. w�--_ BS PNUIRE D MOONUMENT \\1 SIGN ® / REST. I /� MONUMENT 0���` ].93] SF PROPOSED SIREOTIONAL GN 1 ( 1 RESTAURANT TT PLAZA AREA IIANK PROPOSED ` SIGN D OL �\ o RES \ LDG.1 us � n. 99195E +MAJOR \ i LENANT K L OG 2000 ` m. PROPOSE. PATIO •.K` SGNPoSED O m SRDF6 DLISG. s9F i \ 71 J \\ 0 010 O �m PROJECT DATA OVERALL BUILDINGS RETAIL BUILDINGS MAJOR iENANrA IdD.9oo IF MAJOR FENANie 19.)90 SF Mq)OR IFNAMC 50.213 IF MAJOR iENAM p 3d.B]0 IF MAJOR tENANiE IB 018 IF MNOR IENANtf ]3.)SS IF MAJOR TENANT G 19.YJ] IF MAJOR ikNANTK I4.107 IF SXOP]IMINI 50.139 IF RFSFAURAM 49.079 S ].OS) IF TOial RROIfCt AREA dd9.9]) SF RETAIL PARKING G REQ'p 14.5/I,000 SF) 630 ]PACES LENAMFPARKING REQO11.5/I.000 SN I SPACES TENANT PARKING REOY)Id.S/I,OW SFI 810 SPACES SHIPS PARKING REO'D Id.S/I,IpO SF) R6] SPACES RESI.PARKING REO'D (a 5/1.000 SN ]ZZ SPACES BANK PARKING REO'D (4.5/I,000 SFI 10 SPACES iOIAL PARKING PROVIDED Z]d] SPAC PARKING RATIO PROVIDED d.)) /I pq y IF �• \ C I / \ I \ TENANiE \ MAJOR MAJOR MA'IOR BLDG. 500 TENANTS 9,7WB NANTCTENANTD BLDG. ]Iro 0,21 JSF N,830 SF ' \ AU-. 5F BD, 2 S aflEA o pt%.l[1NG e --NS - PROJECT 5TH STREET STATION WVJW.SJCOLLINSEM.COM CHARLOTTESVILLE, VA enterprises 770-692-8300 DRAWING SP.89 DATE 06.14.17 PROPOSED / MONUMENT vRovoseD 0 + SITE PLAN O ° 90� oo� 200 N SP.Bi EOVF: W' STRUCTURAL GENERAL NOTES DESIGN STRESSES CONCRETE (STRENGTH DESIG ) MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS: INTERIOR SUBS ON GRADE _... .. fC =4.0p0 PSI REINFORCING BARS (ASTM A61 S GRADE 601 .... - _... ly=4.(X10 PSI WELDED WIRE FABRIC (ASTM A185) . _. - ...... ... fY =d,000 PSI CONCRETE CONSTRUCTION I. ALL CONCRETE CONSTRUCTION TO BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 301-10, ACI 318-I1. AND ACI DETAILING MANUAL. 2. FURNISH BAR SUPPORTS WHERE NECESSARY DURING CONSTRUCTION. 3. PROVIDE PLASTIC. PLASTIC -COATED (NOT PLASTIC -TIPPED) OR STAINLESS STEEL CHAIRS IN R EXPOSED VIEW IN COMPLETED STRUCTURE. ALL CONCRETE S O O 4. PROVIDE PIPE SLEEVES AND INSERTS IN CONCRETE WORK WHERE REQUIRED. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS. 5- WELDING OF REINFORCING BARS (INCLUDING TACK WELDING) IS 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 .._.._..._ . ................... ........................... ......... ..... ..._....T N& 5 BAR. W31 OR D31 WIRE AND SMALLER .......................... _........................1 la NEW CONCRETE REQUIRED T/SLAB = 415.00' = 100'-a d' CONCRETE SLAB WITH W WR 6X6-W 1.4XW I n ON VAPOR RETARDER AND 4" (MIN.) GRANULAR SUB BASE NOTE: BASIS OF DESIGN FOR VAPOR RETARDER IS W.R. MEADOWS. INC. TERMINATOR - CLASS A (10 MIL) FOLLOW ALL MANUFACTURER'S RECOMMENDED INSTALL INSTRUCTION. NOTE: BASIS OF DESIGN FOR TERMITE CONTROL IS BASF: TERMIDOR 80 WG � 76 dp ppT + �--t- �j i SLIP DOWEL IN PLASTIC INSERT 4 16` O.C. TYPICAL AT CONSTRUCTION JOINTS SAW -CUT JOINT F O f f WITHIN 12 HOURS m O �� OF POUR CONSTRUCTION JOINT SAWN CONTRACTION JOINT NOTES' I. JOINTS SHALL BE INSTALLED IN SLABS ON GROUND AT A MAXIMUM SPACING IN FEET E OF 3 TIME THE SLAB THICKNESS IN INCHES IN EACH DIRECTION BY EITHER OF S THE ABOVE METHODS. MAXIMUM LENGTH OF ANY SLAB ON GROUND POUR TO BE 100'-O 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. THEATER BUILDING. ■ 0 ® 0 I0 � Mtn Id. ti.7 16001601 T500BUILDING 1600 BUILDING 1 INR I � I I I � I I 1 FE-1 I G I ZONIN E2 i wo SI b3! BU`GERFI ON Q3A WING WB ZONE K I TOM I MAZING 109 A AI01 .�>�'a NEW II I]785F R-I GARAGE —�ZI DOOR �Lq 28 I 28 `- 27 16001601 1614 1629 1643 NGN I IOI(I 1 Z- 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 2015 VIRGINIA (STATEWIDE) FIRE PREVENTION CODE 2015 VIRGINIA REHABILITATION CODE FIRE RESISTANCE REQUIREMENTS FIRE RESISTANCE PER CONSTRUCTION TYPE: 2B PROVIDE NEW CONCRETE SLAB BUILDING ELEMENT: FIRE -RESISTANCE RATING RQMT_ HRS: AND INFILL EXISTING STRUCTURAL FRAME: 0 — WHERE DEMO'ED BEARING WALLS. EXTERIOR: 0 I PER GENERAL BEARING WALLS, INTERIOR: 0 STRUCTURAL AND NONBEARING WALLS 8 PARTITIONS. EXTERIOR: 0 DEMO EXISTING SLAB CONCRETE NOTES NONBEARI NG WALLS 8 PARTITIONS, INTERIOR: 0 AT REQUIRED FOR FLOOR CONSTRUCTION. INCL. SUPPORTING BEAMS i JOISTS: 0 NEW WORK ROOF CONSTRUCTION. INCL. SUPPORTING BEAMS 8 JOISTS: 0 ADDITIONAL FIRE-RESISTANT CONSTRUCTION PER 2015 VCC. FIRE-RESISTANT ASSEMBLY TYPE: FIRE -RESISTANCE RATING RQMT.. HRS: FIRE WALL 2 FIRE BARRIERS I VERTICAL EXIT ENCLOSURE I VERTICAL SHAFT. INCL ELEVATOR I CORRIDORS N/A 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 15 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 '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 is1 1/8 _ 1 O GO 1 OCCUPANCY CLASSIFICATION: A-2 CONSTRUCTION TYPE: 28 SPRINKLER: YES NO WORK THIS AREA TOTAL OCCUPANCY = 107 FLOOR PLAN - CODE REVIEW S1TE ZONING PD-MC (MIXED USE COMMERCIAL) BUILDING SET BACKS FRONT. O' REAR 30' SIDE 0' WIND SPEED 115MPH, EXPOSURE SEISMIC DESIGN CATEGORY 8 OCCUPANCY CLASSIFICATION ASSEMBLY A-2 - TYPEOFCONSTRUCTION 7YPEIIBUNPROTECTEDSPRINKLERED ALLOWABLE HEIGHT 3 STORIES - 75 (SEE IBC 504 21 ' ACTUAL HEIGHT ONE STORY 126-0 MAX) ALLOWABLE AREA 28.500 SF ACTUAL AREA 10875 SF OCCUPANT SEPARATION 0 TENANT SEPERATION I TRAVEL DISTANCE 250'-0' MAX. SPRINKLERED EGRESS COMPONENT TABLE BUILDING A -SECOND FLOOR: REQUIRED MINIMUM COMP. # COMPONENT WIDTH PER # OF REQUIRED PROPOSED EXITS TO: TYPE OCCUPANT OCCUPANTS EGRESS WIDTH EGRESS WIDTH IA DOOR 0.7' 28 37' 68" EXIT DISCHARGE I DOOR 0.7 28 32' 68" EXIT DISCHARGE IC DOOR 0.7' 27 32" 66" EXIT DISCHARGE ID DOOR 0.7' 8 37' 31 EXIT ACCESS I DOOR 0.7' 8 37' 37' EXIT DISCHARGE IF DOOR 1 0.2 8 37' 37' EXIT DISCHARGE JI—'� /U/T`� cc 7Us. N V v p a :N = p LTH OF o qc t Y Sir.. u.401018508 v S ART'HI'TEG CD w z_ U J W � z N Co p 0 o w �° () O WT z U_ z 31r W O.6-�_ C) Q O gaf u U N W [Z w il:� ry Lu m Q 2 2 Q L-T i Q YCON Construction INC. 501 Smollmon Street, Cite 100 ttiburgh. PA 15222 d12 392 2525 412.392.2526 U East Main Street, Suite 17 mrigton. KY 40507 859 410 2575 859 410 2576 wCtural Encineer: ru tural Deslan Grouo, INC EGRESS PLAN - SYMBOL KEY Suite 106 NashOle. TN 37228 p 615255.5537 ROOM NAME ROOM TAG W/ DESIGN OCCUPANCY NUMBER ROOM NUMBER # NOTE: AREAS OF FIXED FURNITURE HAVE BEEN SUBTRACTED FROM GROSS/NETT SP TOTAL ROOM SQUARE FOOTAGE TO ARRIVE AT TOTAL NUMBER OF Project No. 1914 # OCCUPANTS 8 # OCCUPANTS. OCCUPANT TYPES Drawn By: GJ OCCUPANCY TYPE K - KITCHEN (GSF) - 200 GROSS B- BUSINESS (GSF) - 100 GROSS Remo 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 Jk INDICATES NON -CONCURRENT USE OCCUPANCY 3 COMPONENT 4 SEE TABLE BELOW 5 5 #X EGRESS COMPONENT TAG FLOOR 7 — EGRESS PATH 8 COPYRIGHT © 2015 ® TOTAL UNPROTECTED EXIT ACCESS TRAVEL DISTANCE CONSTRUCTION DOCUN ------ �— OPEN PERIMETER FRONTAGE DEMARCATION LINE BETWEEN EXISTING 6 NEW CONSTRUCTION GO. I 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 DATE ISSUED: ' SEE AD.1 SHEET FOR ADDITIONAL FIRE -RESISTANCE SYMBOLS THAT MAY APPEAR ON THIS SHEET. ncni rmlo