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HomeMy WebLinkAboutCLE201900178 Application 2019-10-11APPROVED P-„ thy; Alb -marls CoLt,lty Application for Zoning Clearance CLE# OFFICE USE ONLY PLEASE REVIEW ALL 3 SHEETS Check # Date: Receipt # Staff: PARCEL INFORMATION Tax Map and Parcel: 76M1-2 Existing Zoning PD-{"' 5G 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 cgipsonCa)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 estaurants - Pei Wei Submq 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: _ Pei Wei - Open Daily 10am-10pm; 30 employees, 2 shifts daily, shared parking (see attached drawing), no vehicles *This Clearance will only beAvalid 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 requiAhof I hereby certify t I ve the owner's permission to use the space indicated on this application. I also certify that the information provided is true and accu at to my knowledge. I have read the conditions of approval, and I understand them, and that I will abide by them. Signature Printed Chris Gipson/RossTarrant Architects APPROVAL N RMATION [ ] Approved as proposed [ ] 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 plate as of this date. Notes: Building Official Date Zoning Official Date Other Official LJ 6k lev e -Vic 4, Date M w ' County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 1 2-0 ( ! - 0 1 Yl D-AC Revised 11/02/2015 Page 2 of 3 Intake to complete the following: Is / Is u e I, HI or PDIP zoning? Engineer's Report (CER) packet. If so, give applicant a Certified YN 2there 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 lic wat If private well, provide Hea rhment form. Zoning review can not begin until we receive approval from Health Dept. FAX DATE Circle the one that appli Is parcel on septic or blic sewer? Y/N Will you be putting up a new sign of any kind? If so, obtain proper Sign permit. Permit # (Y--AN 1 there be any new construction or renovations? If so, obtain the proper Permit. Permit # B2A f (- D (VO —A L Zoning to complete the following: Reviewer to complete the following: D t Square footage of Use: �� 6 y Z ? 0 Permiittted as: Under Section: Supplementary regulations section: Parking formula: �j ���' SdPl.01$-Z5 Required spaces: Y/N Viols: Y / If so, ist: ZoQ-2$6 C No (]io reLcad offers: N `fi'so, List: M,h zoo 7-0 � 2-N A zoo6-O% Var%'mN e: Y /l,w If so, List: Q SP's: y r/11r) If sb-i:ist: Clearances: Zo _ $2 /? S 17 7 2 SDP's 20(8 - Z7 IL 2o(S- 2S 2VO -o 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 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 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 the current real estate tax assessment books or current real est this requirement]. n _ s of the owner as shown on assessment records satisfies Chris Gipson/RossTarrant Architects Print Applicant Name 07.26.19 Date STRUCTURAL GENERAL NOTES CONCRETE (STRENGTH DESIGNI MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS: INTERIOR SLABS ON GRADE ................................ ....._.................... ......... rc =4,000 PSI REINFORCING BARS (ASTM A615 GRADE 60).__._..................................... ty =4,000 PSI WELDED WIRE FABRIC (ASTM A185) ...................................... ly=4.000 PSI rQNf RFTF CQN%TRI ICTION 1. ALL CONCRETE CONSTRUCTION TO BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 301-10. ACI 318-1 ],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 INC MPLETED STRUCTURE. 4. PROVIDE PI PE SLEEVES AND INSERTS IN CONCRETE WORK WHERE REQUIRED. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS. 5. WELDING OF REINFORCINGBARS(INCLUDING TACK WELDING)IS NOTPERMITTED. 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 ANDSMALL R _....... ........ ... .. 11/7' NEW CONCRETE REQUIRED *'CONCRETE SLAB WITH W W R 6X6-W 1.4X W I.4 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 SLIP DOWEL IN PLASTIC INSERT,a 16" O.C. TYPICAL AT CONSTRUCTION JOINTS f z SAW -CUT JOINT 2E O�� WITHIN 12 HOURS OF POUR CONSTRICTION IOINT SAWN CONTRACTION JOINT NOTES. 1. 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 I00'-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. 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 VIRGIIN A (STATEWIDE) FIRE PREVENTION CODE 2015 VIRGINIA REHABILITATION CODE FIRE RESISTANCE REQUIREMENTS FIRE RESISTANCE PER CONSTRUCTION TYPE: 2B PROVIDE NEW CONCRETE BUILDING ELEMENT: FIRE -RESISTANCE RATING ROME., HRS: SLAB AND INFILL EXISTING STRUCTURAL FRAME: 0 WHERE DEMOED SLAB PER BEARING WALLS. EXTERIOR: 0 GENERAL STRUCTURAL BEARING WALLS, INTERIOR: 0 NOTES AND CONCRETE NONBEARING WALLS 8 PARTITIONS. EXTERIOR: 0 NOTES NONBEARING WAILS & PARTITIONS, INTERIOR: 0 FLOOR CONSTRUCTION, INCL. SUPPORTING BEAMS & JOISTS: 0 ROOF CONSTRUCTION .INCL. SUPPORTING BEAMS & JOISTS: 0 ADDITIONAL 1IRE-RESISTRf4T. CONSTRUCTION PER-11 VCC. /\ FIRERESIST Nf ASSE ABLY TYPE FIRE -RESISTANCE RATING RQMT.. HRS: �J FIRE WALL 2 ^ RL-FA RIERS I VERTIC4 XITEOCLOSURE I — l.i �(\ V VERTICAL .NAFi: It:CL ELEVATOR I CORRIDO"F N/A DUE TO SPRINKLER TENANT SEPARATIOI" I e a: 'SMICTK�GHT CONSTRUCTION REQUIRED FOR INCIDENTAL USE AREAS AS FOLLOWS: INCIDENTAL USE AREA: FURNACE ROOM WHERE ANY PIECE OF EQUIPMENT IS OVER 400.DD0 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 I I NO WORKTHI AREA I I I - T-- 17— 1453 1457 1460 1470 1480 Jll gg i� { >e NO W09K THIS AREA El 1453 1457 1460 1470 1480 1490 14981499 TOTAL OCCUPANCY - 134 FLOOR PLAN - CODE REVIEW 'NOTE: THE ABOVE REQUIRE ONLY SMOKE -TIGHT CONSTRUCTION PER VCC DUE TO AUTOMATIC SPRINKLER I HEIGHT AND AREA CALCULATIONS i BUILDING: OCCUPANCY CLASSIFICATION: A-2 CONSTRUCTION TYPE: 28 SPRINKLER: YES SITE ZONING PD-MC (MIXED USE COMMERCIAL) BUILDING SET BACKS FRONT. 0' REAR 30' SIDE 0' WIND SPEED I I SMPH, EXPOSURE SEISMIC DESIGN CATEGORY B OCCUPANCY CLASSIFICATION ASSEMBLY A-2 TYPE OF CONSTRUCTION TYPE It B UNPROTECTED SPRINKLERED ALLOWABLE HEIGHT 3 STORIES - 75' (SEE IBC 504 2) ACTUALHEIGHT ONE STORY )25'-(Y'MAX) ALLOWABLE AREA 28,500 SF ACTUAL AREA 12.329 SF OCCUPANT SEPARATION 0 TENANT SEPERATION I TRAVEL DISTANCE 250'-0"MAX, SPRINKLERED EGRESS COMPONENT TABLE BUILDING A -SECOND FLOOR: COMP. # COMPONENT REQUIRED WIDTH PER # OF REQUIRED MINIMUM PROPOSED TYPE OCCUPANT OCCUPANTS EGRESS WIDTH EGRESS WIDTH IA DOOR 0.7 39 3' 68' IB DOOR 0.2" 39 37' 69' IC DOOR 0.7 40 37' 68 ID DOOR 0.7' 1 8 1 37' 37' IE DOOR 0.7 8 37' 37' IF DOOR 0.7' 8 37' 37' EXITS TO: � U v TLC � R e — on O L OP N - NcrH of 0 In t y .Stivers Lic. o.40101950R r S 9R[`H I.TEC W W L.L. LL- z- U W o W mm N Q af 0 3 oQ O W �U p / \ I 0X�( LL- OKJ OL Z w of 06 Wp ��J < O < W U NCL W Ir �-- _V) W W � W Z NZ Q =W W Q Q EXIT DISCHARGE E%IT DISCHARGE C:amtn r}nn Mnnnnx EXIT DISCHARGE RYCON Construceon INC 2501 Smallman Street. EXIT DISCHARGE Suite I. Pbtsburgh. PA 15222 EXIT ACCESS p412392.2525 t 412.3922526 EXIT DISCHARGE .., F AP Fnninoer KLH Engineers 333 East Main Street. Suite I Lexington , KY 40507 p 859.410.2575 f 859.410.2576 Structural Design Group, INC 220 Great Cede Road. Suite 106 EGRESS PLAN - SYMBOL KEY Nashville. TN 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 If OCCUPANTS & # OCCUPANTS. Drawn By: GJ OCCUPANCY TYPE QT'('IIPANT rvPFS Revd By: SJL. CG K - KITCHEN (GSF) - 200 GROSS B- BUSINESS (GSF) - 100 GROSS SHEET RELEASE S - STORAGE (GSF) - 300 GROSS M - MERCANTILE (GSF) A- ASSEM BLY UNCONCENTRATED)GSF)-15 NET 1 C - CIRCULATION/RR - 0 GROSS 2 * INDICATES NON -CONCURRENT USE OCCUPANCY 3 COMPONENT 4 SEE TABLE BELOW 5 #X EGRESS COMPONENT TAG 6 FLOOR 7 — — — — EGRESS PATH B COPYRIGHT © 2015 ® TOTAL UNPROTECTED EXIT ACCESS TRAVEL DISTANCE CONSTRUCTION DOCUN OPEN PERIMETER FRONTAGE DEMARCATION LINE BETWEEN EXISTING & NEW CONSTRUCTION GO. FIRE PROTECTED AREA - I.E. ALL SURROUNDING WALLS ARE OF A DU RATION OF#H FIRE-RESISTANT ASSEMBLY- SEE FIRE RESISTANCE REQUIREMENTS CODE REVIEW FIRE -RESISTANCE ABOVE FOR ADDITIONAL INFORMATION DATE ISSUED: ' SEE A0.1 SHEET FOR ADDITIONAL FIRE -RESISTANCE SYMBOLS THAT MAY APPEAR ON THIS SHEET. 06/10/2019 PROPOSED MONUMENT \\11� SIGry L'mlsi. o` —_ A Sf��t �AnK, koG 6 .SJCOLLINSENT.COM wa1 PROPOSED MONUMEM SIGN— / , <, / II II i/ IP � PFIOEPOSED R ONAL / SIGN t F LDG. ,500 33 SEATS 3BT65 BF 11 B10.�B SF rIl �-RESTAURANT PLAZA AREA \ PROPOSED O 16 S \ �t \ MINI \ ,@68 SF MAJOR \ TENAN 1 OT SF PROPO ^' PATIO O 1Wl n PROPOSED tl BBdG d00 I \GN E \ �O e O PROJECT DATA OVERALL BUILDINGS RETAIL BUILDINGS AulOR 1ENA11A I40.00) IF MAJOR iENANiB 69,79J IF 0--A' AJOR iENnNiC a0.212 IF MAJOR iENANiD J683E SF MwIOR TENANT F I8.018 IF MwIOR iENANiF 33.765 IF MAJOR TENANT 19.I3) IF MAJOR TENANT 6.107 SF SHOPS/MINI SB.339 SF PESTAURINT 69.D79 IF eANK z.osz IF tOiwI FROJH:i AREA 669,93) IF RETAIL PARKING rENANrw PwRKwc afo'D la.vl.BOD SFl 630 sancFs rtNANT FPARKING REO'D (ts/I.OW IF) 152 SPACES TENANT PARKING REO'D Ie.S/I.000 SF) B60 SPACES SHOPS PARKING REO'D IR.S/I,mDSfI 3W SPACES REST. PARKMG REO'D IlS/I.000 SEI 21 SPACES BANK PARKING REO'D I4.S/I,000 SFI 10 SPACES iOiAL PARKING REQUIRED tOiwI PARKING PROVIDED PARKING RwBO PROVIDED Ulf HE \ \ MAJOR \ MAroR TENANT E MAJOR MAJOR TE— D BBDG. 500 LM.gR TLDG. BLDD C - BLDG. WO \ ,iNANTA B9DG. 200 BSLODG2500 34.B38 RF \ OA00 EF ,)90 SF BLDG, - F.F.E.02.. r I a � I STREET PROJECT ST H STATION CHARLOTTESVILLE, VA DRAWING SP.89 DATE 06.14.17 1� PROPOSED / MONUMENT SGN / oononecn i i + SITE PLAN ©D' so' ao' zoo• BRE+ SDVL e STRUCTURAL GENERAL NOTES CONCRETE (STRENGTH DESIGN) MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS: INTERIOR SLABS ON GRADE.... 1 =41000 PSI REINFORCING BARS (ASTM A615 GRADE 601 -_ ..... ... fy =4,000 PSI WELDED WIRE FABRIC (ASTM A185) ..... ..... ly=6.000 PSI CONCRETF CONSTRUCTION 1. ALL CONCRETE CONSTRUCTION TO BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR RHNFORCED CONCRETE ACI 301-10. 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) 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 N0.6 THROUGH NO. 18 BARS ...._........ ... _. .... ._.._T NO BAR, W31 OR D31 WIRE AND SMALLER ...._.. _... .... 11/7' NEW CONCRETE REQUIRED I/SI AR c 415 00' = IEY1'fI' 4' CONCRETE SLAB WITH W WR 6X6-W 1 AX W I.4 ON VAPOR RETARDER AND r (MIN.1 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 SLIP DOWEL IN Pi. AS IC INSERT 4 16O.C. TYPICAL AT CONSTRUCTION JOINTS ? SAW -CUT JOINT 8 7---. �.�.. WITHIN 12HOUR5 OF POUR CONSTRUCTION JOINT SAWN CONTRACTION JOINT DIES I. JOINTS SHALL BE INSTALLED IN SLABS ON t ROUND 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-D' BETWEEN CONSTRUCTION JOINTS. RAlIC OF LENGTH 10 WIDTH SHALL NOT EXCEED 2. THIS SPACING OF JOINTS SHALL APPLY UNLESS SPECIFICALLY SHOWN - OTHERWISE. I I 2. REINFORCING SHALL BE DISCONTINUOUS THROUGH CONSTRUCTION JOINTS. - SLAB ON GROUND JOINT DETAIL N.I.S. I I — I � NO WORK TIO AREA I I I I DEMO EXISTING SLAB AT REQUIRED FOR NEW WORK I I T ) C CC - 6q r tom, it V J - SS% I I 1453 ^^LL I I W017K THIS AREA\\ I, A ' AU Fs 's1 iF V 1 -Fs SI Box MTN 1 103 �A �--f �y (/ RA IDEF AUNTIE K.I NN 'FoH iox 1457 1460 1470 1480 1490 CODES AND APPLICABLE STANDARDS 20I5 VIRGINIA CONSTRUCTION CODE 2015 VIRGINIA PLUMBING CODE 2015 VIRGINIA MECHANICAL CODE 2011 NATIONAL ELECTRICAL CODE 200' $MANSI A 117.1 2015 VIRGINIA FUEL GAS CODE 20,5 VIRGINIA ENERGY CONSERVATION CODE 2015 VIRGINIA PROPER7Y MAINTENANCE CODE — — E 2015 VIRGINIA (STATEWIDE) FIRE PREVEN71ON CODE - 2015 VIRGINIA REHABILITATION CODE FIRE RESISTANCE REQUIREMENTS FIRE RESISTANCE PER CONSTRUCTION TYPE: 26 PROVIDE NEW CONCRETE BUILDING ELEMENT: FIRE -RESISTANCE RATING RQMT., MRS'. SLAB AND INFILL EXISTING STRUCTURAL FRAME: 0 _ GENERALHERE HOED AB PER BEARING WALLS. EXTERIOR. 0 U GENERAL STRUCTURAL BEARING WALLS, INTERIOR: 0 NOTES AND CONCRETE NONBEARING WALLS 8 PARTITIONS. EXTERIOR: 0 NOTES NONBEARING WALLS 8 PARTITIONS. INTERIOR: 0 FLOOR CONSTRUCTION, INCL. SUPPORTING BEAMS b JOISTS: 0 ROOF CONSTRUCTION. INCL. SUPPORTING BEAMS 8 JOISTS: 0 ADDNIONAL FIRE-RESISTANT CONSTRUCTION PER-11 VCC. �\ FIRE-RESISTANT ASSEMBLY TYPE: FIRE -RESISTANCE RATING RQMT.. HRS: FIRE WALL 2 FIRE BARRIERS I V ERTICAL EXIT ENCLOSURE C VERTICAL SHAFT, INCL. EIEVAIOR 1 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/OR INPUT ROOMS WITH BOILERS WHERE THE LARGEST PIECE OF EQUIPMENT IS OVER 15 PSI AND 10 HP REFRIGERANT MACHINERY ROOM LABORATORIES AND VOCATIONAL SHOPS 1498 1499 FLOOR PLAN - DEMO �1 I/8"=T'-0" G .T 11 I I I I) NO WORK THIS AREA I I COB II00R II aan x la I c� i ,y,._ fUil wfl l O 1D 8 l OSC t F OFFICE II] I° C 1151E I B 3 K CORt100t A t I .� { 1EI r I CAIFIBOU R F coffff COFFEE OH eon 3... 4, - 'NSF K.2 K R SFABNG I I I I 4A°I,F I I I. 8 n 39 .. 99- 1453 1457 1460 1470 1480 1490 14981499 TOTAL OCCUPANC = 134 FLOOR PLAN - CODE PLAN - CODE REVIEW rA 1 /T = 1.-0.. GCI.I *NOTE: THE ABOVE REQUIRE ONLY SMOKE -TIGHT CONSTRUCTION PER VCC DUE TO AUTOMATIC SPRINKLER I HEIGHT AND AREA CALCULATIONS I BUILDING: OCCUPANCY CLASSIFICATION: A-2 CONSTRUCTION TYPE: 2B SPRINKLER: YES SITE ZONING PD-MC (MIXED USE COMMERCIAL) BUILDINGSETBACKS FRONT. O' REAR 30' SIDE 0' WIND SPEED I ISMPH, EXPOSURE B SEISMIC DESIGN CATEGORY B OCCUPANCY CLASSIFICATION ASSEMBLY A-2 TYPE OF CONSTRUCTION TYPE II B UNPROTECTED SPRINKLERED AL LOWABLE HEIGHT 3STORIES- 75' ISEE IBC 5042) ACTUAL HEIGHT ONE STORY 125'-(Y'MAX) ALLOWABLE AREA 28,500 SF ACTUAL AREA 12,329 SF OCCUPANISEPARATION 0 TEN ANT SEPERA710N I TRAVEL DISTANCE 250'-0"MAX. SPRINKLERED EGRESS COMPONENT TABLE BUILDING A -SECOND FLOOR: COMP. 0 COMPONENT REQUIRED WIDTH PER 0 OF REQUIRED MINIMUM PROPOSED TYPE OCCUPANT OCCUPANTS EGRESS WIDTH EGRESS WIDTH IA DOOR 0.2" 39 3' 68" I DOOR 0.2" 39 37' 69' IC DOOR 0.2" 40 37' 68' 1D DOOR 0.7' 8 37' 37' I DOOR ..I I 8 1 37' 37' IF DOOR 0.2" 1 8 1 37' 37' EXITS 10; EXIT DISCHARGE EXIT DISCHARGE Cnnc}n u-}nnM ' EXIT DISCHARGE RYCON Construction INC. 2501 Sm 11—Street. EXIT DISCHARGE Suite too Pxisburgh PA 15222 EXIT ACCESS p4123922525 4922526 MF AP EXIT DISCHARGE F­ccr W W IL z- Uj U U 0� > W m m t/) O 0:� 0 3 OQ O w d- U p > 1 06 LL_ Uj Z w o 06 J W F- 3 Q O Q WW U N W aLU `'' W W Q:f " Z Q NQ < W Lr)Z Q Q 333 East Main Street, Suite 1751 LeAngton, KY 40507 p 859 410 2575 1 859410.2576 Structural Design Group, INC 220 Greot Circle Rood, Suite 106 EGRESS PLAN SYMBOL KEY Noshille. IN 37228 p 615,2555537 ROOM NAME ROOM TAG W/ DESIGN OCCUPANCY NUMBER ROOM NUMBER W NOTE AREAS OF FIXED FURNITURE HAVE BEEN SUBTRACTED FROM GROSS/NET S.F. TOTAL ROOM SQUARE FOOTAGE TO ARRIVE AT TOTAL NUMBER OF Protect No p OCCUPANTS 8 � OCCUPANTS. Drawn By OCCUPANCY TYPE OCCUPANT TYPFS Revd By. K - KITCHEN (GSF) - 200 GROSS B - BUSINESS JGSF) - 100 GROSS S-STORAGE IGSF)-300 GROSS M- MERCANTILE(GSF) SHI A- ASSEMBLY UNCONCENTRATED JGSF) - 15 NET 1 C - CIRCULATION/RR - 0 GROSS 2 * INDICATES NON -CONCURRENT USE OCCUPANCY 3 COMPONENT SEE TABLE 8EL0W COMPONENT TAGEGRESS 11E FLOOREGRESS PATH COPYRIGHT ©2015 O TOTAL UNPROTECTED EXIT ACCESS TRAVEL DISTANCE CONSTRUCTION DOCUN �— OPEN PERIMETER FRONTAGE DEMARCATION LINE BETWEEN EXISTING 8 NEW CONSTRUCTION I GO. FIRE PROTECTED AREA - I.E. ALL SURROUNDING WALLS ARE OF A DURATIONOF NH FIRE-RESISTANT ASSEMBLY -SEE FIRE RESISTANCE REQUIREMENTS CODE REVIEW FIRE -RESISTANCE ABOVE FOR ADDITIONAL INFORMATION DATE ISSUED: • SEE AO.) SHEET FOR ADDITIONAL FIRE -RESISTANCE SYMBOLS THAT MAY APPEAR ON THIS SHEET. 05/21/2019