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HomeMy WebLinkAboutCLE201900184 Application 2019-10-11Application for Zonin learance ' CLE## PLEASE REVIEW ALL 3 SHEETS OFFICE USE ONLY Check # `3 Date: Receipt # Staff: PARCEL INFORMATION c� Tax Map and Parcel: 76M1-2 Existing Zoning "' f Q' s G 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 - Restaurants - Caribou Coffee Sub ' 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: Caribou Coffee - Open Daily 7am-10pm; 20 employees, 2 shifts daily, shared parking (see attached drawing), no vehicles *This Clearance will only be valid 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 required. I hereby certify at I own have the owner's permission to use the space indicated on this application. I also certify that the information provided is true and acc ra e t e st of knowledge. I have read the conditions of approval, and I understand them, and that I will abide by them. I Signature Printed Chris Gipson/RossTarrant Architects APPROVAL-1 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 plan as of this date. Notes: Building Official Date 9 Zoning Official Date Other Official t/ + 1 6 k Qe,-- ,. —Yk q � l Date County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 82oc'7 (Y�d Revised 11/02/2015 Page 2 of 3 -�-�c� Intake to complete the following: Y/N Reviewer to complete the following: G Square footage of Use: (,z Z 6 7 ( C K ZZ O Is use in LI, HI or PDIP zoning? If so, give applicant a Certified Engineer's Report (CER) packet. / N� Permitted as: a /'t,g6 tf U,�tt Y/N Will there be food preparation? Under Section: 2 Zt Ze 1 (6)(M 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 )j N rll there be any new construction or renovations? If so, obtain the proper Permit. Permit# 32-mi-O(Lf(D-Ac Zoning to complete the following: Parking formula: Y Ptv �000 Required spaces: 6 S�OkCes Y/N Violations: Y/ If so, ist. Z°17' 2-56 CNo Uco Eow,oC) offers: �/N If so, List: 7—HA 2od9—o � Zct�L-o7 Varian cce: Ifs isr. �./ 1 2 DiIS—bZ Ccv►'I'1.�ruwrl l SP's: Ifs sr. Clearances: SDP's 2,o 8- V7 Zet19- 25 2 of?- 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 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 address of the owner as shown on the current real estate tax assessment books or current real estatntax assessment records satisfies this requirement]. A 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......._...._...__..._......................................... Pc =4,000 PSI REINFORCING BARS (ASTM A615 GRADE 60)............_.._..._........._._._..... fy =4.000 PSI WELDED WIRE FABRIC (ASTM A185)............................................................ fy =4,000 PSI CONCRFTF CONSTRI ICTION I. 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 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: rOVFR A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH .........................3" B. CONCRETE EXPOSED TO EARTH OR WEATHER NO. 6 THROUGH NO. 18 BARS .. ........................................... ........ NO. 5 BAR. W31 OR D31 WIRE AND SMALLER ......... ................. 11/7' NEW CONCRETE REQUIRED 4" CONCRETE SLAB WITH W WR 6X6-W 14XW) 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 SLIP DOWEL IN PLASTIC INSERT,16" O.C. TYPICAL AT CONSTRUCTION JOINTS Z < SAW -CUT JOINT F F nN WITHIN 12 HOURS p tt OF POUR _ m� CONSTRUCTION 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'-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. I I _� NO WORK THI AREA I I 1453 1457 1460 1470 1480 9 I I NOWOdKTHIS AREA \ I �•. .AUNTIE ANNIES Io3 324 SF F.f _ � V� ✓ K] 1 Ft ` ANNF'S 19] SF KI xa I I I I 1453 145E 8 ." CODES AND APPLICABLE STANDARDS 2015 VIRGINIA CONSTRUCTION CODE 20I5 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 2015VI RGINIA(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 RQMT., 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 WALLS 8 PARTITIONS, INTERIOR: 0 FLOOR CONSTRUCTION, INCL. SUPPORTING BEAMS 8 JOISTS: 0 ROOF CONSTRUCTION JNCL. SUPPORTING BEAMS 8 JOISTS: 0 ADDITIONAL FIRE-RESISTANT CONSTRUCTION PER .15 VCC. ^\ — u , FIRERESISTh ;,.S:FABLY TYPE : FIRE -RESISTANCE RATING RQMT., HRS: �J FIRE WALL 2 NRE ERS by I VERTICA XIT CY CLOSURE — C VERTIR CAL ;HAFT, it L ELEVATOR i CORRIDOR', N/A DUE TO SPRINKLER TENANT SEPARA/IOI: I SMOKE rGHT CONSTRUCTION REQUIRED FOR INCIDENTAL USE AREAS AS FOLLOWS- INC DENTAL 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 VpCATIONAL SHOPS FLOOR PLAN - DEMO 6­� GO.1 J II I I NO WORK THIS hREA �I I CORRIDOR I. can/wX e 0 C8 bI SF 244 SF CI - E y } �A. >) eIO CC ID KF 11 i( A F 3 1058 ""'i C 230 SF ` V' 216 SF 83 4") CORRIDOR K 2 CORRIDOR I - A A .Y'=- It T I - j - = 124 SF 645f Ea D it M F j CARIBOU COFFEE fOX I- ROM ice' 115 Ila 37':211 SFi. G b A] SF K2 .it Ipy i®' K-2 SEALING lal I vs4 sF I I A -Ile Inc - __-- 39 1470 1480 1490 14981499 TOTAL OCCUPANCY=134 FLOOR PLAN - CODE REVIEW 6A 1 /8" = 1'-0" G0.1 'NOTE: THE ABOVE REQUIRE ONLY SMOKE -TIGHT CONSTRUCTION PER VCC DUE TO AUTOMATIC SPRINKLER HEIGHT AND AREA CALCULATIONS BUILDING: — OCCUPANCY CLASSIFICATION: A-2 CONSTRUCTION TYPE: 2B SPRINKLER: YES SITEZONING PD-MC(MIXED USE COMMERCIAL) BUILDING SET BACKS FRONT. O' REAR 30' SIDE 0' WIND SPEED 115MPH, EXPOSURE B SEISMIC DESIGN CATEGORY B OCCUPANCY CLASSIFICATION ASSEMBLY A-2 TYPE OF CONSTRUCTION TYPE II B UNPROTECTED SPRINKLERED ALLOWABLE HEIGHT 3 STORIES - 75' (SEE IBC 504 2) ACTUALHEIGHT ONE STORY (25'-0' MAX) ALLOW ABLE AREA 28,500 SF ACTUAL AREA 12,329 SF OCC UPANT SEPARATION 0 TENANT SEPERATION 1 TRAVEL DISTANCE 250'-0"MAX. SPRINKLERED EGRESS COMPONENT TABLE BUILDING A -SECOND FLOOR: COMPONENT REQUIRED # OF REQUIRED MINIMUM COMP. # TYPE WIDTH PER OCCUPANT OCCUPANTS EGRESS WIDTH PROPOSED EGRESS WIDTH lA DOOR 0.2" 39 3' 68' IS DOOR 0.2" 39 37' 68' IC DOOR 0.7 40 37' 68' ID DOOR 0.2" 8 37' 37' I DOOR 0.7' 8 37' 37' IF DOOR 0.2" 8 37' 37' EXITS TO: } U -- -a L i2 v � N a L N - NLTIT OF �c d . SIm. III— a. 401018508 r A RRCIi IT6C LU LU LL LL z UO UU_ 0 u > LU clf 50 m CO Q 3 oQ O _w d U 0 > 1 06 LL- W 06 w ZL1J�J w O LL Q O L1J F— V)CL LU LU V)Q < FF LL W Z Q Q EXIT DISCHARGE EXIT DISCHARGE Cnnctr rtlnn Mnnnner EXIT DISCHARGE RYCON Construction INC 250T Smallmon Street EXIT DISCHARGE Suite Too Pitt sburc PA 15222 EXIT ACCESS p 412 392.2525 1 412 392 2526 EXIT DISCHARGE M F AP Fn nacr; KLH Engineers 333 East Main Street. Suite I Lexington, KY 40507 TO 859 410 2575 1 859.410.2576 Structural Design Group, INC 220 Great Circle Road, Suite 106 Nashwlle, 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/NETS.F. TOTAL ROOM SQUARE FOOTAGE TO ARRIVE AT TOTAL NUMBER OF # OCCUPANTS & # OCCUPANTS. Drawn By. GJ OCCUPANCY TYPE OCCUPANT TYPES Revd By: SJL, CG K - KITCHEN JOSF) - 200 GROSS B - BUSINESS (GSF) - 100 GROSS SHEET I RELEASE S- STORAGE (GSF)-300 GROSS M-MERCANTILE(GSF) A - ASSEMBLY UNCONCENTRATED (GSF) - 15 NET 2 C - CIRCULATIONAR - 0 GROSS * INDICATES NON -CONCURRENT USE OCCUPANCY 3 COMPONENT 4 SEE TABLE BELOW 5 #% EGRESS COMPONENT TAG 6 FLOOR 7 — EGRESS PATH 8 COPYRIGHTQ- 2019 ® TOTAL UNPROTECTED EXIT ACCESS TRAVEL DISTANCE CONSTRUCTION DOCUMENTS ♦— OPEN PERIMETER FRONTAGE DEMARCATION LINE BETWEEN EXISTING 8 NEW CONSTRUCTION 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 DATE ISSUED: ' SEE AD.) SHEET FOR ADDITIONAL FIRE -RESISTANCE SYMBOLS THAT MAY APPEAR ON THIS SHEET. 06110/2019 F. V / \l / II / /1 JT I PROPOSED I ' SIGNCTIONAL lJOG. )00 IR.737SF MA OR TENANTA 1 dO 000 IF BLDG.100 F F.E. i32.00' RESTAURANT PLAZA AREA \ \ V vRovosfo \ sl\ ❑m LDGRES . \ 1 ,� SF MAJOR \ E TENANT K 1 EL0G. 20W OT IF 1 •.mv PROPOS • PATIO __P_'FrvR 3005E •+ \ C ROPOSEO \ O BLDG. 1000 2100 IF PROJECT DATA OVERALL BUILDINGS RETAIL BUILDINGS MAJOR iENANrA laa.aoD sF MAJOR IENANi B ..790 SF MNOR iENANiC 50.212 IF Mw10R iENwNtO 3a.830 Sf MAJOR IENANif IB.OIB IF MAIOR iENANiF 33763 MAJOR LENANiG 19.737 ff MAJOR iENANrK lalD/ sF SHOPS/MINI 58.339 SF RESFAORANi 49,079 IF BANK 2.032 IF TOTAL RRO1fR AREA 46993I IF RETAIL PARKING LENANi APARKING REOD IaS/1,0%1 SF) 6?0 SPACES iENANi FPARKING REODI<.3/1.00p SF) 132 SPACE] rENANi PARKING REpD fAS/I.000 SFI Bi0 SPACES SHOPS PARKING REDO N.$/1,000 SFI 20.3 SPACES REST PARKING REO'D 163/I,Oro SFI 222 SPACES BANK PARKING REp'D I<.5/I.00D SFI 10 SPACES TOTAL PARKING REOMREO 2.119 SPACES TOTAL PARKING PROVIDED 2.23 SPACES PARKING RARO PROVpED l29 /I ppp SF I / \ HIT MAJOR \ \ ENANTS \ M T MAJOR TEAR - B0.0 8IF TENANT B TENANT C Byy 038 IF t0. SG (� \ 49,7 IF GS S, \AV 10 PROJECT 5 T H STREET DRAWING S.I. SP.89 ZOUINS STATION DATE WNAN.SJCOLLINSENT.COM CHARLOTTESVILLE, VA e rprisea 770A92A300 �s.�4.�7 , I , 1� PROPOSED MONUMENT SIGN — J ROPOSEO / a _ TRAF C V / / 0 + SITE P arN O ° 90002oD N yM SGNL Cq v, .,1, STRUCTURAL GENERAL NOTES CONCRETE (STRENGTH DESIGN) MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS: INTERIOR SLABS ON GRADE..... ._ t'c =1.000 PSI REINFORCING BARS JASTM A615 GRADE 60) ... ... fy =4.000 PSI WELDED WIRE FABRIC JASTM A185) .. _. ly =4,DD0 PSI rONrRFTF F-QNSTRIH'TIDN I. ALL CONCRETE CONSTRUCTION TO BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED 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 WELDINGI IS NOT PERMITTED. 6. REINFORCING FOR SLABS ON GROUND JIN 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. CONCRETECASTAGAINSTANDPERMANEWLY EXPOSED TO EARTH _._... .. .....3" B. CONCRETE EXPOSED TO EARTH OR WEATHER NO. 6 THROUGH NO. 18 BARS ......_._. .. ...... ._. T N0.5 BAR. W31 OR D31 WIRE AND SMALLER .......... _._... .. _71/7' NEW CONCRETE REQUIRED 7/51 AB = 415 ttl' = 1(X)'lT' ,I CONCRETE SLAB WITH WWR 6X6-WIAXW1.4 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 SLIPDOWFLIN PLASTIC INSERT ,a 16: O.C. TYPICAL AT CONSTRUCTION JOINTS ZQ SAW -CUT JOINT F�� WITHIN 12 HOURS O OF POUR _ CONSTRUCTION .JOINT SAWN CONTRACTION IOINT MOTIFS. 1. JOINTS SHALL BE INSTALLED IN SLABS ON L %POUND AT A MAXIMUM SPACING IN O — I ` NO WORK THI I C CR I DAT REOUSRED FOR B — 1 — NEW WORK I DEMO EXISTING SLAB / AT REQUIRED FOR 1 — NEW WORK 1 — I I IROUGH CONCRETE WHERE :HEDULEO TO BE EXPOSED A PART OF THE FINAL PROJEC tOTECT EXISTING CONCRETI 'OM DAMAGE AND STAININ CODES AND APPLICABLE STANDARDS 2015 VIRGINIA CONSTRUCTION CODE 201$ VIRGINIA PLUMBING CODE 2015 VIRGINIA MECHANICAL CODE 2011 NATIONAL ELECTRICAL CODE 2009 1CC/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 BUILDING ELEMENT: FIRE -RESISTANCE RATING RQMT_, 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 A 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. �\ FIRE -RESIST. -ASSEMBLY TYPE: FIRE -RESISTANCE RATING RQML. HRS: FIRE WALL 2 FIRE BAR VERTI CAL EXIT ENCLOSURE 1 C VERTICAL SHAFT, VERTICAL SHAFT, INCL. ELEVATOR 7 CORRIDORS N/A DUE TO SPRINKLER TENANT SEPARATION I 1-3 1453 1457 1460 1470 1480 1490 1498 1499 FLOOR PLAN - DEMO 1 /9' = F-9, G0.1 FEET OF 3 TIMES THE SLAB THICKNESS IN INCHES IN EACH DIRECTION BY EITHER F THE ABOVE METHODS. MAXIMUM LENGTH OF ANY SLAB ON GROUND POUR TO BE 1W4 BETWEEN CONSTRUCTION JOINTS. RAi IC' OF LENGTH TO WIDTH SHALL NOT EXCEED 2. THIS SPACING OF JOINTS SHALL APPLY UNLESS SPECIFICALLY SHOWN OTHERWISE. I ) 2. REINFORCING SHALL BE DISCONTINUOUS THROUGH CONSTRUCTION JOINTS. SLAB ON GROUND JOINT D N.I.S. ♦ I I 1 tea, J� ' NO WORK THIS AREA I < � I I/ d i r I I f I 1453 1457 I—, 1_1 1470 I 1 NO WORK THIS AREA I 1 1480 1490 14981499 TOTAL OCCUPANC =I - FLOOR PLAN - CODE PLAN - coDE REVIEW A 1 /9' = F-9, G0.1 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 '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) BUILDING SET BACKS FRONT. 0' 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 - 75'(SEE IBC 50421 ACTUAL HEIGHT ONE STORY (25'-(FMAX) ALLOWABLE AREA 28.500 SF ACTUAL AREA 12.3295F OCCUPANTSEPARATION 0 TENANTSEPERATION I TRAVEL DISTANCE 250'-a MAX. SPRINKLERED EGRESS COMPONENT TABLE BUILDING A -SECOND FLOOR: REQUIRED MINIMUM COMP COMPONENT WIDTH PER #OF REQUIRED PROPOSED .IX TYPE OCCUPANT OCCUPANTS EGRESS WID7H EGRESS WIDTH IA DOOR 0.2" 39 3' 68" IB DOOR 0.7' 39 32" 68' IC DOOR 0.2 40 37' 68' ID I DOOR 0.2" 8 37' 37' I j DOOR 1 0.7' 8 37 1 37 IF I DOOR 1 0.2- 8 37 1 37' EXITS TO: LLJ Lu Lu z - (\) J m m (� C) 3 OQ O w ^!u 0 W 1 06 LL Z LLI O 06 w 03�� Q Q �(( O Q� w W W wZ QQ N Z C Q CZ � w Lr)Z Q Q EAT DISCHARGE EXIT DISCHARGE Cnn<in rtlnn Mnnnne EXIT DISCHARGE RYCON Construction 1 2501 S-11nn nStreet EXIT DISCHARGE Suite Too Pitttburgh. PA 15222 EXIT ACCESS pA 12.392.2525 1 412.392.2526 EXIT DISCHARGE M ESPFoaiaeec 333 East Main Street, Suite 175 Lexington, KY 40507 p 859.410.2575 f 859.410.2576 Str rtFnninccr ol Structural Design Group, INC 220 Greal Circle 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 4 OCCUPANTS & # OCCUPA-S. Drawn By: GI OCCUPANCY TYPE QCrHPA-TYPES R_d BY: SJL. CG K- KITCHEN (GSF)-200 GROSS B-BUSINESS(GSQ HXIGROSS S-STORAGE IGSF)-300 GROSS M-MERCANTILE (GSF) SHEET RELEASE A- ASSEMBLY UNCONCENTRATED JGSF) - 15 NET 1 C - CIRCULATION/RR - 0 GROSS 2 * INDICATES NON-CONCURRE- USE OCCUPANCY 3 COMPONENT SEE TABLE BELO W 4 5 #% EGRESS COMPONENT TAG 6 FLOOR 7 — EGRESS PATH 8 COPYRIGHT ©2019 O TOTAL UNPROTECTED EXIT ACCESS TRAVEL DISTANCE CONSTRUCTION DOCUMENTS --------- OPEN PERIMETER FRONTAGE DEMARCATION LINE BETWEEN EXISTING & NEW CONSTRUCTION GO.14♦— fIRE PROTECTED AREA - I.E. ALL SURROUNDING WALLS ARE OF A DURATION OF IXH 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