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HomeMy WebLinkAboutARB202100042 Plan - Revision 2021-08-11 (2)I I I I I I I I I I I I I I I I I I O O O O F PROPOSED STARBUCKS V # a x s z x COFFEECOMPANY ki 16 203 SO FT. 1 A2D4 0 sit 8 tii 5 tit alit alit 1 U stilt# _ _- SO 1] _J s_r 3 iB _lit* +' a,_ A032 -$t#t tc Haim as 34 Atli ,Sv Typ. sots ttttxt tltt tilt tit* alas , A203 atti 8 $$*a itit *s** O a *lit kris B Ilia llittl v snit a l alai is saaaas ttaatt **ttila Il r 13 n tlasts astB ✓w^`� tit*sI� a talc Y-6' alas ttit .itla 'II ittt I :kkk salt kkkk: a#a 1 '.° salt a a asa ttl ACQ] 21 t iit to tit ttaatt tit tit a+a 18._6. t�ti� t till --I" >V �. - ii*illsii sass at itaaaaaa I assail 10 **tt** tits* b PDOB i"iit*t as tttattia*ti ttia ttatist ass tat* 28 statists s as,tas* tiaas it I assiaalla I N 13 1�N6 11 12 m12 I � O—N T ARCHITECTURAL SITE PLAN - FOR REFERENCE ONLY — 3]3Y'= V KEYED NOTES GENERAL NOTES t 36" SERVICE DOOR BY LL A REFER TO EXTERIOR ELEVATIONS ON SHEET A ffl FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. 2, 38' CUSTOMER RESTROOM DOOR BY LL REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS. 3. 62' REAR SERVICE DOOR BY ILL B. LANDSCAPING TO BE PROVIDED PER ZONING CODE 4, TENANTS SIGNAGE VENDOR TO COORDINATE AND SUSTAINABILITY REQUIREMENTS. APPROVALS AND PERMITS FOR EXTERIOR SIGNAGE SEPARATELYAS REQUIRED. NOT INCLUDED IN TENANT C. DRIVETHRUEQUIPMENT INCLUDING VEHICLE BUILD-OUTAYYLICATNIH DETECTION LOOP, WIRELESS COMMUNICATION AND MONITORS BE COORDINATED BY STARBUCKS 5. PROVIDE PROTECTIVE BOLLARDS ON BOTH SIDES OF CONSTRUCTION MANAGER. REFER TO ELECTRICAL EXTERIOR UTILITY SERVICES ADJACENT TO VEHICULAR DRAWINGS FOR ADDITIONAL REQUIREMENTS. TRAFFIC. EXAMPLES INCLUDE FIRE STAND PIPE, G ,AND ELECTRICAL METERS, SITE TRANSFORMERS, ETC. D. GENERAL CONTRACTOR TO INSTALL TWO STARBUCKS PROVIDED DETECTOR LOOP CONDUITS. E FREESTANDING ILLUMINATED DRIVE THRU DIRECTIONAL ONE CONDUIT AT THE ORDER POINT AND ONE SIGN, LL TO PROVIDE AND INSTAL CONDUIT, FOOTING, AND CONDUIT AT THE DRIVE THROUGH WINDOW PRIOR ANCHOR BOLTS PER LLWL. TO INSTALLATION OF THE DRIVE LANE SURFACE, PER STARBUCKS REQUIREMENTS DOCUMENT. ]. FREESTANDING ILLUMINATED DRIVE THRU EXIT ONLY THANK YOU' SIGN LL TO PROVIDE AND INSTALL CONDUIT, E. PROVIDE DETECTABLE WARNING (IF APPLCABLE PER FOOTING, AND ANCHOR BOLTS PER LLWL LOCAL CODE) AT TRANSITION FROM SIDEWALK TO MINEABLE. R. SPANEL FREESTANDING MENU BOARD. ILL TO PROVIDE AND INSTALL CONDUIT, FOOTING, AND ANCHOR DOLTS PER F. ACCESSIBLE PARKING SPACES AND ACCESS ASLES LLWL SHALL HAVE SURFACE SLOPE NOT TO EXCEED 2%IN ALL DIRECTIONS. B. DIGITAL ORDER SCREEN AND CANOPY. LL TO PROVIDE AND INSTALL CONDUIT, FOOTING, AND ANCHOR DOLTS PER G. REFER TO ELECTRICAL DRAWINGS FOR SITE LLWL. REFER TO DOS CONTROL BOX DETAILS FOR MORE RELATED ELECTRICAL WORK INFO. H. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM 10. FREESTANDING PRE MENU BOARD. ILL TO PROVIDE AND THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. INSTALL CONDUIT, FOOTING, AND ANCHOR DOLTS PER LLWL 11. FREESTANDING CIFARANCE BAR. LL TO PROVIDE AND INSTALL FOOTING ANDANCHOR BOLTS PER LLWL. 12. WAYFINDING ENTRY B EXIT GRAPHICS. REFER TO SITE DETAILS FOR MORE INFORMATION. 13. WAYFINDING DOUBLE ARROWS ON PAVEMENT. REFER TO SITE DETAILS FOR MORE INFORMATION. 14. DRIVETHRUWINDOW, HAND,OFF SHELF, AND AR CURTAIN BY LL. I&TSQUARE NON- ILLUMINATED BOLLARD AT WALK UP PICK-UP WINDOW AREA AS INDICATED. I& INSTALL VEHICLE DETECTOR LOOP ® CENTERLNE FOR ORDER MINT 8 DRIVE THRU WINDOW. ILL TO PROVIDE CONDUIT PER LLWL REFER TO SITE DETAILS FOR MORE INFORMATION. IT INDICATES CANOPY ABOVE. 18. WHEELSTOPS,TPICAL 1B. ADA PARING AND STRIPING. 20. OUTDOOR PATIO AREA 21. TRASH ENCLOSURE. MASONRYTO MATCH BUILDING'S BRICKVENEER. SEE DETAILS FOR MORE INFO. 22. TWO MOBILE ORDER PAY PARKING ONLr SIGNS. ILL TO PROVIDE FOOTING, SIGN BY STARBUCKS. INSTALLED BY SIGNAGE VENDOR. 23. ILL TO PROVIDE 6-THICK NORMAL WEIGHT, REINFORCED CONCRETE PAVING THROUGHOUT DRIVETHRUWIE. CONCRETE SHALL EXTEND WIDTH OF DRNE-THRU LANE OR MINIMUM 12'-0' FROM EDGE OF CURB. THE LENGTH SHALL EXTEND FROM ENTRY OF THE DRIVE THRU LANE [12 FEET FROM THE CENTERLNE OF THE MENU BOARD] TO 12 FEET BEYOND THE CENTERLINE OF THE DRIVE THRU WINDOW 24. BIKE RACKS BY ILL 25. THREE CURB SIDE PICK UP PARKING ONLN SIGNS. LL TO PROVIDE FOOTING AND POST, SIGN BY STARBUCKS, INSTALLED BY SIGNAGE VENDOR. 28. S SQUARE NONILLUMINATEDBOLLARD. 27. RETAINING WALL 28. WIDSCAPEAREA 2B. ACCESSIBLE PATH OF TRAVEL TO PUBLIC WAY. 31 WAIXLP PICKUPWINDOW AND AIR CURTAN BY LL 3L REAR SERVICE DOOR / UTU Y SCREEN. SEE DETAIL FOR MORE INFO. 32. LOADING SPACE PER CIVIL. 33. INDICATES PROPERTY UNE. 34. PROMISED SCHIFF BE 75 GREASE INTERCEPTOR LOCATION. REFER TO CMI PLUMBING FOR ADDITIONAL INFORMATION. LEGEND t * a * t IANDscAPE AREA iittt ONEW CONCRETE DRIVE THRU LANE 0s�sa.�a 18' 2I PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIAL RENTALS LLC 102J C wle,, MINIM Suile 100 cnaNNl�r+le, MrBlna 22501 laa4] BBB efi6] ARCHITECT NORR 325 NMM1 Ia Salk Sireei, State 503 CHOW, Mir 60654 haa. STRUCTURAL ENGINEER PIIDTTOWN ENGINEERING 17585 Nassau Class. BiukemJ, Un, 3 Leas, Datiss. 19958 13021 T13.1n0 MEP ENGINEER ALKEMEYER BASSCCNTES MaRM1all AvuNe Sa 11B [3141 u,MisSOun Bi 131e1 ]]2.1]02 CIVIL ENGINEER TIMMONS GROUP W8PhelanA..Sul200 Chmahiseile, MINIM 229W IM3513P.16B9 NOTES rnistr 'aelas Deenn.PmalsaeNrmmeuud mealert, a.RRto area iftheammm has male Ey aa..oany PaMvM6i'Mam NORR has nmemerealmoacomroa. SHEET INFORMATION ISSUES / REVISIONS NO. GATE DESCRIPTION 01 )EI82021 20%SET 02 OR173M1 50%SET SHEET TITLE ARCHITECTURAL SITE PLAN SHEET NUMBER A001 PROFESSIONAL STAMP 3-0• 1410:1 1 p ENLARGED ORDER POINT Un� 1M•=1w• Y I 4' I L I I I I I I ' I ENLARGED DRIVE-THRU WINDOW (�IENLARGED BIKE RACK AREA ENLARGED PATIO U � va•=r-0• r y4• WE OUTSIDE CORNERS, TW, NOTE: ALL BENCH FRPMING TO HAVE BLACK POWDER COAT FINISH. SBU%OESIGNER TO APPROVE FINISH PRIOR TO FABRICATION. SEE STRUCTURAL DRAWINGS FOR ADDnONPL INFORMATION 31W 1? 31? 1? 31a. 11! 31a. 1w 31M EASE OUTSIDE GARNERS, TTP. STEELTUBEFRAMING EASE OUTSIDE GARNERS CONCRETE BENCH BASE nnl1'aRETE BENCH - SECTION LJ 3••® PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIAL RENTPLS LLC 1024 Cadn9ltn PMce, Suite 100 CbaNdleville, Ngi.2 901 14341 eee e55T ARCHITECT NORR 325 Notln La Salle Sam. Stile SD0 ro nnecoo, III'm'.s Oku STRUCTURAL ENGINEER PILOTTONM ENGINEERING 175&5 Naaaao Cotoo. BtukeadJ, U.3 Ie . Deaxa" 1995E 13021703.1n0 MEP ENGINEER A IQEMETERBASSOCNTES M3 Maoltall Avenue SI. LCuu, Mi630un 63119 13141 IMAM CIVIL ENGINEER TIMMONS GROUP fBPodm A.,S.2W COalato ewle, Ngin a 2290.3 1434132TAW NOTES This ba ,M1as bean repaal sdely 1a Meoed ft diaX, a. iMre ao no rep.a ..ado MM matle by HORS to any PaM viM ann NORR bas nd ederee ldo acomrod. SHEET INFORMATION ISSUES / REVISIONS 140. DATE DESCRIPTION 0, M,18=1 2W SET 02 08.17=1 50%SET SHEET TITLE ENLARGED SITE PLAN DETAILS SHEET NUMBER A002 PROFESSIONAL STAMP CLEAR `t r-1P (96anm) 3'-3,/2'(,Opinn) AREAFORCO CONTROL AREA FOR CONTROL BOX (2) CONDUIT FROM CONTROL BOX, r , ROUTE TO DRNE T,RU WINDOW \ (,) CONDUIT FROM CONT2pL BOX, ROUTETOEIE OLPANEL OUTLINE OF ITIILBOROER Y TROL SCREEN CONTROL BO% (1) CONDUIT, STIBUP BETWEEN CANOPY MESH AND E In BACKSIDE OF DOS FOR E CANOPYUPUGHT, ROUTETO SIGNAGE POWER M TT NONILLUMINATEDBOLLARD I ON CONCRETE FOOTING 3 r 18-r (1) CONDUIT, ROUTE / TO EIECTRN:gL PANEL CONCRETE FOOTING \ OUTLINE OF MENU BOARD I I I I I I I� In E EDGE OF fANCRETE FOOTING (DATUM POINTS REPRESENT CENTER OF CANOPY BASE PIATES) SIaw NOTES: (2) 1. IF OU E OFRDERCURB SCREEN _ H• � SIGNARINGNGFWTNENTOR SIGNAGE THREDEDBINSTALLATION, TSAND TO IXISTING THREADED PoLTSANO EDGE OF EDGE OF CONCRETE CURB CONCREIGITAL TE - PROVIDECONDUITASNOTED.ENSURE CONDUIT TO CONTROL BOX BOLTS ME IN SOUND CONDITION. 2. IF ABANDONING EXISTING FOOTING(811N DETECTOR LOOP EDGE CENTERED ON SPEAKER POST PLACE, CUT CONDUIT AND THREADED BELOW FINAL GRATE IN CONDUIT OR r (Wasn)RIFY BOLTS FLUSH TO TOP OF FOOTING. N F LOOPI. )� I� VERIFY NO METAL IN SLAB WITHIN SIP (9,Finn)OF LOOP. L J ` OUTUNEOFCANOPYABOVE DTE - 5 PANEL 200 DT MENU BOARD DIGITAL ORDER SCREEN WITH CANOPY FRONTELEVATXIN N-610' OPEN WIRE MESH OUTUNE OF DOS SIDE ELEVATION ALLANCHORSTOBEPRODIDEDID G.0 BASE COVER OUTLINE ALL CONDUOSWB-UPSTO BE TABOVE FOOTING OUNNE OF BASE PUTE OYP.) ELECTRICAL ROUTE (8)ANCHOR BOLTS STUB -UP CONDUIT PER EDGE OF CONCRETE YY,Y OT P08 ELECTRICAL BITE PLAN STEEL BASE RATE FOOTING al al al al STU&UPS WELDED TO STEEL N POSTSBY MFR. 12'--- HOT DIPPED • DETECTOR GALVANZED ,e, LOOP BTUBLP IEVEUNG NUTS a - HUREQUIRED BASE COVERU p Ip __} E t 1 L- NATURAL GRADE r OR ENGINEERED Is? FILL m m 1 1 1 UPLIGH Or -L,� iIIMIINIINI�I 6'MIN. III II ^_ 1',0 •v_vr�__ _III BTUBUP� 11 IL LIT II YII as m p ______ - =t�_J) v CONDUIT II —111 -411 O O� (8)12•DW - W J L }_ Ir L`L={J Y O O GALVANZED ANCHOR RODS x WITH 6-MIN. EMBEDMENT; V 4' PROJECTION ABOVE FOOTING (TYP. AT EACH PLATE) 3'CLR. "AT 12'OC. EACH WAY, 3'CLR N ,-a. TOP BBOTTOM 3'-S 71 6Y4' 43N•1 8' EQ Ep. 8' 163H' 6314' EQ EQ 811E8PECIFC FOOTING ENGINEERING REQUIRED BYIICEHBED EXpHEER 5-P DOCANOPY GROUND FOOTING CANOPY BOLT PATTERN (TOP VIEW) =ro n DTE DOS Y sr 1'=1'fl' (n C4X)25 STEEL CHANNELS WELDED TO STEEL BASE RATE BY MFR DYP. AT EACH BASE RATE) 4'-]1N' 1'-31? 2'-P V-312• 1lm V-012• 134. 13H' 1'-012' 112' CUTOUTS 6 I w (Y77THICK 7 A36 STEEL 843E PLATE - q P YP.) P P 14)THRU P FRONT 4yP HOLES FOR 4W MIN EDGEOF MOUG DRIVE IANE ] (TVA. qT EACH T SIDE BASE PIATE) 1'-31rz' DTE DOS CANOPY BASE PLATE SEE GROUND FOOTING DETAIL FOR ROD LENGTH SEE SEPARATE DETAIL FOR ANCHOR ROD PATTERN IN FOUNDATION (3)12"HEAW HE%NUTB ALTERXATEADHESIVE PoSTJXBTALLED ANCHORS: B WASHER -GALVANIZED HILTI I(Y DW HVU ADHESIVE CAPSULES AT S' EMBEDMENT WITH A36 TACK HOT-0IPPED GALVANZED THREADED STEEL RODS AND HARDWARE. NUT (8)REQUIRED TO ROD 12 HEAVY HEX (4) 11 CIA AM THREADED HOT DIPPED GALVANZED NUTWTHWASHER ANCHOR RODS WITH GALVANZED HARDWARE 811E-SPECIFIC FOOTXD ENGINEERING REQUIRED BY LICENSED ENGINEER 5 DTE DOS CANOPY ANCHOR ROD FRONTELEVATN)N SIDE ELEVATION 9-0• STEEL MOUNTING 848E PLATE WELDED TO STEEL CHANNELS HOT DIPPED DALVANZED LEVELING NUTS (4I REQUIRED NON-STRUCTURAL BASE COVER b NATURAL GRACE OR -- ENGINEERED FILL H &•MIN. Oa - CONDUIT U, o (4)10 D1A Nr X 11 LONG GALVANZED 0 ANCHOR BOLTS; 4' 3•MIN. PROJECTION ABOVE al = FOOTING 2qS (3)pTEB WITHIN MOB • FIRST S THEN AD m TIES AT I2'OC. (8) SPACED 6AL BAR 2- IT SPACED EVENLY AROUND PERIMETER C1a Law G C. RESPONSIBLE FOR FOUNDATIONS AND FOOTINGS ON ALL MENU BOARD AND DRIVE THRU EIEMENTS. SIGNAGE VENDOR TO SUPPLY TEMPIATESAND INSTALL MENU BOARDS ONLY. BITE -SPECIFIC FOOTXO EXOIXEENNG REQUIRED BY LICENSED EXOIXEER nT 5-PANEL MENU BOARD GROUND FOOTING �J ae•=+•a 2'-6"OIA. a in- 61/2- 61/2" 812' ROUTE CONCUR PER ELECTRICAL I SITE PUJi CONDUIT -- -----I STUBI----- mowFOOTING--- 1 - O I AVER I OUTLINE I 1 I N a (Q ANCHOR ., J BOLTS -4J ANCHORS c ANCHORS TO PROWDED BY GO, FRONT EDGE OF DRNEUNESIDE SRE$PECIFlC FOOTIXQ ENGINEERING REQUIRED BY LICENSED EXdXEER `n DTE 5-PANEL MENU BOARD BOLT PATTERN (TOP VIEW) v sr 11rz'=1•L' 2'-3• EQ. HOLE FOR POWER CONDUIT - M1+ • 212•SQUARE XVe PLATE c -y�tG It§j-/V WASHER (TYP) O.]5•THICK STEEL BASE tp THRU HOLES PLATE 1 FOR MOUNTING 1'-11M Ep. Ed FROEDGE OF M DRIVE LANE S1DE DTE 5-PANEL MENU BOARD BASE PLATE SEE GROUND FOOTING DETAIL FOR ROD LENGTH BEE SEPARATE DETAIL FOR ANCHOR ROD PATTERN IN FOUHDATNIX (3)12'HEAW HEX NUTS ALTERNATE ADHESIVE P08TJXSTALLED ANCHORS: B INERHILn'I DIA WU ADHESIVE CAL IE8 AT 8• EMBEDMENT VVI TACK HOT -GIPPED GALVAN VED THREADED STEEL RODS AND HARDWARE. NUT (d) REQUIRED TO ROD 12' (4)12'DIAA36THREADE1) HOT DIPPEDGALVANRED HEAVY HEX NUT ANCHOR RODS WITH GALVANZED HARDWARE WITH WASHER Sn&t PECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER 9 DTE 5-PANEL MENU BOARD ANCHOR ROD sm 3'=1'-P PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIAL RENTALS LLC 102J Camn9lm PMce, Sage 100 141111,8667 4111W,gi�'ia 22901 143a198e efi6] ARCHITECT NORR 326 Noah Ia Salk Stm-t Stile SM CM1iW90, Mims SWIM has a. STRUCTURAL ENGINEER PIIDTTOWN ENGINEERING 17585 Nassau COrara. BKKIAV J, U.3 Le..as, Ddaxare 19958 13021 AGAn0 MEP ENGINEER ALKEMEYER 8 ASSOCIATES 353Marshall Avenue SL Liuis, Missouri 63119 13141 T2.n82 CIVIL ENGINEER TIMMONSGROUP f8 P.V AVenue Si! 2W Chshusavalls, Mmina 22903 1J341 SP.1689 NOTES theThM Oaxia9 Was Uev... hasaa..Vroe use M Ma I,,,,O iMre aresreprssaWmNsM stye male Ey lJ'JRR,oany PaMsxNt'sham NORR has nmemereaimoacomrotl. SHEET INFORMATION ISSUES / REVISIONS NO. DATE DESCRIPTION Ot 06.18P021 2W SET 02 06,173M1 SOY SET SHEET TITLE ARCHITECTURAL SITE DETAILS SHEET NUMBER A003 PROFESSIONAL STAMP D) I. CMMM) DIA STU&UP FRM DT MS ,• CM..) DN STU&UP FROM ELECTRICAL PPNEL . aN• (zUP FRO DOS CONTROL BOX ABOVE YY Y(SfMM) STU&UP FROM ATTACHED TO CANOPY DETECTOR LOOP I-XMM) MIGHT II STU&UP r —� I I CANOPY BASE CENTER OF (2) SHROUD ED ED ° CANOPY BASE PLATES CONCRETE w FOOTING FOR CANOPY ED Ile ED nDTE - DOS CONTROL BOX CONDUIT STUB UPS AT CANOPY s 1•=1'tl LEGEND WS WHP eox Dcs) BOX(DCS) � CONDUIT BV EC DOS POWER LOW LINE TERMINAL BLOCK VOLTAG VOLTAGE BYVENDOR NOTES: ESIDE SIDE (NOTE 7) CALL SHOWN SHALL BE INSTALLED PER THIS DIGITAL INCOMING DETMI.CODEAND ORDER INTERIOR POWER MANUFACTURERS SCREEN (DOS) PARTITION TERMINALBLOCK INSTRUCTIONS. SHOWN L N G L N G BYVENDOR 2. CONFIRM MOUNTING FOR (NOTE 6) POSITIONS OF ALL DEVICES REFERENCE SHOWN WITH GC AND LINE VOLTAGE VENDOR, 1 1 1 CONDUCTORS 3. EC TO PROVIDE, INSTALL 56 \ LgUID TIGHT FLEX AND CONNECTALLLINE — CONDUIT (TYP.) VOLTAGECONDUCTORS. 12'GSPEANER "— ia-6POWER O.EC TO CONNECT DEDICATED POWER 12• 1311X' �Y TO GGS BETWEEN DOSAND DCB. VIDEO LABELS 6. WE VENDOR TO CONNECT 1 ALLLOW VOLTAGE F' CABLING, INCLUDING DOS GRADE WHIPS TO DCB. CWPUNGS(TP.) 6. TERMINATE INCOMING POWER ONTERMINAL 3IPGFROMDETECTORLOOP —---------U�CONCRETE BLOCKS LABELED I-C DETECTOR LOOP/SPEAKER MIC FOOTING INCOMING DEDICATED 1•GCAMERA POWER. 7. TERMINATE POWER TOMS PGOCB INCOMING POWER (NOTE 8) ON TERMINAL BLOCKS LABELED DOS DEDICATED POWER. B. POWER TO DCB SHALL BE INDIVIDUALBRANCH CIRCUIT IN DEDICATED CONDUIT (LE. NOT BE ON EMSORLIGHTING CONTROL). nDTE - DOS CONTROL BOX WIRING =1'{l' ZN Vw w prc 0 O 6'USM.) STEEL PIPE FILLED WITH CONCRETE EXPANSION JOINT (SEAL) PAVING OR CONCRETE SLAB CONCRETE FOOTING (SEE STRUCTURAL) nSITE - GENERAL BOLLARD DETAIL Y ex 3N•=1'U' FINISH GRADE C I CONCRETE —o FOOTING I I I I I I 5 DTE - NON -ILLUMINATED BOLLARD AIR CURTAIN AND HEATER SIDE FILTERS (INCLUDED) DRNETHRU WINDOW (TYPICAL BY LWDLORD) STAINLESS STEEL SHELF BOLURD CONCRETE INFILL FULLIENGTHOF DRIVE THRU LANE CONCRETECURB WINDOW PER PLAN DETECTOR LOOP EDGE CENTERED W SPEAKER POST 2-(6 )BELOW FINAL GRADE IN CONDUIT OR SAWCUT. ROUTE(1) CONDUIT TO DRIVE THRU MG AND TERMINATE NEAR TIMER SIGNAL PROCESSOR USE). VERIFY NO METAL IN SIRS WITHIN W (915mm) OF LOOP. WINDOW PER PI -AN BOLLARD INTERIOR FINISH GRACE EXTERIOR FINISH GRADE ELEVAIPON nDR nTHRU WINDOW NO -BUMP SINGLE PANEL DRIVE-THRU WINDOW ASSEMBLY PER PLAN ATTACH SHELF TO BUILDING EXTERIOR FLUSH TO TOP OF ROUGH OPENING, CENTERED ON WINDOW EXISTING OR NEW IXTERKIRWALL SYSTEM .. �12•(3 )MINIMUM le (355mm) I IMUM DRIVE THRU WINDOW 9 S�,Y=,•p DOSCONTROL 21H• �1 DRIVE THRU WINDOW BOX FASTENED y CANOPY TO CANOPY sa: p MESH PANEL AWN ROUTE DOS CONDUIT WITH $TAINIESS STEEL ANC'IE TO CAP .m.i POWER WHIP WATERTIGHT INTERIOR WALL. THROUGH COUPLING PER HEM BOTTOM EDGE MESH ELECTRICAL E OPENING E CANOPY 5 NATURAL `M BASE GRACE OR SHROUD N ENGINEERED FILL PAPERSTONE SHELF CONCRETE FOOTING SECTION l -- WNDVIT PER ELECTRICAL n DTE -DOS CONTROL BOX AT CANOPY - SECTION nTln THRU SHELF U ,m=r-p Comer Miu5=12 Few, 5'gn pa IWbe ogMealuninum F.MM-I.Surtare aggl'etl ReM WNM DIA W8110) virA gmpHrs SBn psN MII ee,MMMel ,o Sleek UCbanrel5gn pas, W 2 hNs (91p x2J. Sign MW w be Seek U CMdrtl(8'VMill, ,antlaN 2lie xitle). PrWam AK-,5&6MK-BILK. LoneMM,mSng will be 1'-IPx 1'-0'x 1'-6 deep. p i CONCRETE FOOTING TO — BE CENTERED ON PARKING SPACE (1VP) NOTES: — 1. SIGNAGESHALLPAMPLY WRHADAGUIDEIINES - III 2. GCTOPANFIRMFOOTING REQUIREMENTSWITH 1'-0. SIGNAGEVENDOR n FOOTING 0 MOP SIGN IV sr 12•=1'-0' 9 q SIGN ONLY INSTALIATION METHOD VARIES BY SITE M FROM VIEW TYP. ELEVATION nPA RKING - MOP 5MIN GREEN PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIAL RENTALS LLC 1020.,pil , ITT. Suite 100 CM1atlml�ville, Ngiro 22801 la3al Bee e667 ARCHITECT NORR 325 NoOh La Salk Street, Site 5W CNM,0, IllinMe 6Ce54 rorttnm STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 17W Naaau Cdnmons BouMW`d' Um13 I . Delaware 19W 13021 AGAn) MEP ENGINEER MGMaMYER BASSCCNTES . LeeM. ai53ll Avenue Moun 6111E [3141 u, Taal 772e78z CIVIL ENGINEER TIMMONS GROUP XBPmmonA..S.2W CM1m edesvile, MINIM 2286i I+'AI 3z7.I6ee NOTES This tlrvuni�g M1as been pepatm stlely,ol tle ux d tle i mMare nom M malep, NORRMaDDM,MIhhMNORR hanmemeretlimoacommtl. SHEET INFORMATION ISSUES / REVISIONS NO. DATE DESCRIPTION 01 M,18=1 2W SET 02 W,17=1 sw SET SHEET TITLE ARCHITECTURAL SITE DETAILS SHEET NUMBER A004 PROFESSIONAL STAMP 8 -O N w o ro 2>941" CLEARANCE<1 g 3•X4•X0.313' STEELTUBE % a O CLFMPNLE BAR HEIGHT 6 j MAT REQUIRE ADJUSTMENT rz TO ACCOMODATE CURB � m PNDIOR FOUNDATION HEIGHT. MANUFACTURER m NON- TO PRONDE (2) 30' CABLE STRUCTURAL p_g LENGTHS FOR SUCH ud BASE LOVER ADJUSTMENTS as BASE PLATE MIN. m NATURAL I FINISH OR ENGINEERED N LL d CURB ANO GRADE MAY ROADBED VARYPERLOCATON O. O wF ^ (d)1/2'DIA GALVANIZEDANCHOR DOLTS Dud(3)nnESWITHINFIRSTS'THENMTIESATWOC. �W rMR.(4)HVERTOALBARSSPACEDEVENLYARWNOPERIMETER 1'-G PoSTANSTALLEOANCHORSNOTPERMNIED DM' 3'CLR. DU ETOCLOSESPACINGOFANCHOR BOLT$ G.C. RESPONSIBLE FOR FOUNDATIONS AND FOOTINGS ON ALL MENU BOARD AND DRNE THRU ELEMENTS. SONAGEWNDOR TO SUPPLY TEMPLATES AND INSTALL MENU BOARDS ONLY. 1 1 CLEARANCE BAR GROUND FOOTING 1 sa: 1?=1'U' r-GDIA W ff6laF 61/' (4) PNCHOR �I I' . - asBOLTS ._�.1. • _ BASE CO ER OUTUN E I? DTE CLEARANCE BAR BOLT PATTERN (TOP VIEW) �: N4'=ru S 3'X4'X0313' B'XB'XOTS' STEELTUBE to STEEL BASE STEEL RATE STEEL GUSSET mal ANCHOR N BOLT HIGH r STRENGTH �TL NOR SG RAM WEW ELEVATION VIEW GROUT DTE CLEARANCE BAR BASE PLATE SEE GROUND FTG DETAIL FOR ROD LENGTH III 1YY' HEAVY HEX NUTS A WASHER -GALVANIZED CEXTERAXCHOR ROD PATTERN IX FOUNDATION TACK NUT TO ROD 12'HEAW HEX (d)1R'DIA. P35 THREADED HOT DIPPED GALVANIZED NUTWTTHWASHER THREADED ANCHOR RODS WITH GALVANIZED HARDWARE SIT—RECIRC FOOTING EXPANEERIX° REQUIRED BY LICENSED Btl DTE CLEARANCE BAR ANCHOR ROD so.: T=1'V FRONTELEVATN)N SIDE ELEVATION 2.-2. 6114^_ � DL30MC� � IrMRU b N �z ry OQ NATURAL VW GRADE OR QO ENGINEERED Hg FILL N _ f coeouD c (4)1? DIA GALVANIZED HEADED W ANCHOR BOLTS, NUTS AND WASHERS. 02 i ALTERNATE ANCHORS: (4) 1/2' STAINLESS STEEL W OR GALVANIZED HILTI KWIK BOLT 3 EXPANSIGN Wqx - ANCHOR5.2Y4'MINIMUM EMBEDMENT. pi AUGERED FOUNDATION: 1W DW X 42' DEEP 00 CONCRETE REQUIRED: 015CLLYD. b V (4) M VERTICAL BARS SPACED EVENLY N M AROUND PERIMETER, MIN. 3-COVER (3) tl TIES WITHIN FIRST S', THEN M TIES AT CO.C. 3• CLR, GDXt DOIOT WELD REINFORCING BARS G.G AND. DRRESPONSIBLE FOR F°UNDATONSAND FOOTINGS ON ALL MENU BOARD NETHRUELEMENTS. SIGNAGEVENDORT°SUPPLYTEMPIATESAND INSTALL MENU BOARDS ONLY. FRONT ELEVATION SIDE ELEVATION 5 5� 4HQMGC YOU n �z N =4 i NATURAL¢O 7 GRPDEOR Ng ENGINEERED FILL N —ii CONDUIT tl W (4)1/1'DN. GALVANIZED HEADED ANCHOR BOLTS, NUTS ANDWASHERS. pg, ALTERNATE ANCHORS, (4) In' STAINLE$$STEEL w OR GALVANIZED HILTI KVJIK BOLT 3E%PANSIGN W qx FR ANCHORS, 2 Ne MINIMUM EMBEDMENT. AUGERED FOUNDATION: 18' DIA Xd2' DEEP CONCRETE REQUIRED. 015 CU. YM b V (4) M VERTICAL BARS SPACED EVENLY N M AROUND PERIMETER, 3-COVER (3) M TIES WITHIN FIRSTS', THEN IGTIESATB' O C. 3' CUt. p_ODW DONOTWEUJREINFORCINGRARS G.C. RESPONSIBLE FOR FOUNDATIONSAND FOOTINGS W ALL MENU BOARD AND DRIVE THRU ELEMENTS. SIGNAGE VENDOR TO SUPPLY TEMPIATESAND INSTALL MENU BOARDS ONLY, FRONT ELEVATION � z-t, ab• STEEL MOUNTING RASE WELDED TO STEEL CHANNELS NON-STRUCTURAL S10E ELEVATION BASE COVER HOT DIPPED GALVANIZED LEVELING NUTS (4) REQUIRED NATURAL GRADE OR ENGINEERED FILL V MIN. NII _ - CONDUIT I (4)1/2' DIA X B' LONG GALVANI]EDANCHOR 3'MIN. BOLTS. 31/4-PROJECTION ABOVE FOOTING (3)nTIES WITHIN FIRSTS THEN p TIES AT 12' O C. (%;ISVERTI P BAR SPACED EVENLY z-D' AROUND PERIMETER Ou DW G.0 RESPONSIBLE FOR FOUNDATIONS AND FOOTINGS ON ALL MENU BOARD PND. DRNETHRUELEMENTS. SIGNAGE VENDOR TO SUPPLY TEMPLATES AND INSTALL MENU BOARDS ONLY. G DTE PRE -MENU GROUND FOOTING 2'-0•DIA P PNCHORS 51/2' 11-1• 512' nDTE ARROW SIGNAGE GROUND FOOTING �01 DTE EXIT SIGNAGE GROUND FOOTING TO B1rz• Bt r PROVIDED sr PHANOHOR r-GD1a 1'-6 DIA BOLTS CONDUIT WNDUp STUBLP ]' 4' T' STUBV T' 4' ]' COVER SABOVE T FOOTING T 2 OUTUNE - o FOOTING FOOTING Rg11E ROUTE CONDUO--BASE STIJBUp 1. _ y CONDUIT PER BASE WNDVITPER F OMNE ABOVE t ELECTRICAL F OUTLINE ELECTRICAL WE PUN SITE PLW FOOTING t ALL ROUTEa coNDurrPERS H ANCHORS ELECTRICALT BYGCtD PROVIDED � STEPS DRIVE LANE (4)ANCHOR (4)ANCHOR FACETHISSIDE BOLTS BOLTS 1DTE PRE -MENU BOLT PATTERN (TOP VIEW) nDTE ARROW SIGNAGE BOLT PATTERN (TOP VIEW) n DTE EXIT SIGNAGE BOLT PATTERN (TOP VIEW) U N10' DIA HOLE TV DIA HOLE - , N18' DW HOLE la -ALUM. PLATE DTE ARROW SIGNAGE BASE PLATE I „7=,'p N18• DIA. HOLE w ]i8' DN. HOLE � 19'1S DIA HOLE — 1/2'ALUM. PLATE n DTE EXIT SIGNAGE BASE PLATE U s� 11rz•=1•-0' 30 h - PANEL ELECTRICAL PANEL 2V 6 e OUTILINE OF MENU BOARD j� BOARDABOVE ID a _ w asQ CONCRETE FOOTING SEE b. ADDITIONAL DETAILS FORADDITIONAL CONSTRUCTION L EDGE OF CONCRETE CURB f� 20'-p (BM)TO CENTERIINPOP IO ORDER CONFIRMATION POST PRE -MENU 30 DEG Us� 1m=1•-0' 1'-S z 1. 1. 2 21/2 SQUARE 1 1 1 X 1/d' RATE _ WASHERS (TYr ) a THRU - HOLES FOR MOUNTING O O b O75'THICK STEEL 4'XTX0.25'AS00STEELHSS BASE PLATE POST WELDED TO BASE PLATE FRONT EDGE OF DRIVE HOLE FOR POWER CONDUIT LONE SIDE DTE PRE -MENU BASE PLATE SEE GROUND FOOTING DETAIL FOR ROD LENGTH CEXTERANCHOR RICO pATTERX IX FOUNDATION CIIQ'-13HEAVY NUTS ALTERXATEADHESNEPO9TAXBTALUMAXCHORR� .WASHER -GALVANIZED HILTI t0 DIA HW ADHESIVE CAPSULES AT TACK EMBEDMENT WTfH"HOT-DIPPED GALVANIZED NUT THREPDED STEEL RODSAND HARDWARE. (4) REaD TO ROD 1/2'HEAVY HEX (4)1?DIA X9- LENGTH AYS THREADED HOT DIPPED NUTWITHWASHER GALVANIZED ANCHOR RODS WITH GALVANIZED HARDWARE DTE PRE -MENU ANCHOR ROD — 3•=1'{Y PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIAL RENTALS LLC 102d Lama PMce, saha 100 ChaHausaVile, MINina 22801 I43a1 989 BZ7 ARCHITECT NORR 325 Noeh La Salle ShmeL Site 503 Chhrtecom Illixas OMM STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 175B5 Nassau Carash. BtukvaJ, JIM 3 Laaea, DelaVam 19958 [302] AGAn) MEP ENGINEER ALKEMETERBASSMIATES %3 MaB9all Auame $I. LO.. Missoud W119 13141 n2AM CIVIL ENGINEER TIMMONS GROUP 0081'aht.A..S.200 ChaMXMNIe, MINina 22903 I0.NI Svlw NOTES This o- n, has heath peparal salforme en e, fore o tletlaX aMOwearcne reprss...a ofes MM matl ET N'ORRh,aq paMweh Whom NORR has nmemeree moacomratl. SHEET INFORMATION ISSUES / REVISIONS NO. DATE DESCRIPTION 01 05.183021 2W SET 02 06,17 21 sox SET SHEET TITLE ARCHITECTURAL SITE DETAILS SHEET NUMBER A005 PROFESSIONAL STAMP DERTOR LOOP CENTERED IN 1'-8' MIN CUENSWU E 2'-0' MIN CVMNME FOR NBBNR 12'-0• POST DETECTOR LOOP CENTERED IN CONCRETE SUB. V-6' MIN CLEARANCE FOR WIRE MESH. 2'-6' MIN CLEARWE FOR REBAR RISNFORCEMENT� COMPACTED SUB GRADE J /,DGERIOR WP OF BUILDING EXPANSION MITERIAL STUB CONDUIT IN DRINE THRU MET, SEE ELECIKI FOR CONDUIT PUCEMENT SLAB ON GRPOE / LMTA Call 10 WIIC CoMPnCTm SUB c6AGE -/ NOTE: REFERENCE 0-ICTRIGIL DRAWINGS & SIGNAGE SHOP DRAWINGS <-� --- FOR DETECTOR LOOP INFORMIAMN S, INSfN1ATIOH INSTRUCTIONS NTE REFERENCE BfCTRR"t' IXUWwGS a SIgVGE SHOP OW.WwCS FOR DERRTOR L0.T INFORNURDN k wsrILATNMI INSTRUCTIONS nSECTION C� DETECTOR LOOP IN CONCRETE PAD AT THE MENU BOARD SECTION (ab DETECTOR LOOP IN CONCRETE PAD AT DRIVE THRU WINDOW I 2 � 11rz•=1•p � nrz•=Ff1' fi'-IR' 7f GREEN Sl ruin W hems Pa..M= 1p, HONre Feet Dry U� b BLACK SM1e Nen Nfilliams IN HolEre Fast Gry SW WAYFINDING GRAPHIC ARROW - ENTRY . USe=1'a SEELL DESNiN CRITERW DETPIL FOR PODRNNNL INFORMATION I nBIKE RACK INSTALLATION (OLYMPIA) 11rz•=1w' WHITE N SM1asWllllams "I_ Hotline Fas10ry Late, b b u BLACK N SM1enNn Willlaot Hotline Fast Dot Latex M WHITE StBown Wllllams Hotline Fast Dry Latex WAYFINDING GRAPHIC ARROW - EXIT me trz•=1•o 5 Sllervin V Wllartt Go " Fa t ry Latea 9T - WHITE SM1ervin Wllllams Hint" Fast CryL ea 9T GPT.NAL SEAM WAYFINDING -DOUBLE ARROW Nr 1rz•=ra AGOG WITH ct TARN CUT INTO 4W OARO6 CENTERED CUNRDSN 6'(159mm) OARO6 2• SOUA El •(MMM)G4P, YPIGAL W-020nm)(120s.) UBE STEEL POST WITH OF QOSED, TYPICAL MOTE: SCREEN WOOD TO MATCH BUILDING'S CONCRETE EXTERIOR DEMRATNE WOOD FEATURE BY FOOTING AMERICAN ARCHITECTURAL MILLWORK REFER TO EKTERK )R ELEVATIONS FOR ADDITIONAL INFORMATION. REAR SCREENING DETAIL U � 1rz'=r-p in at sse a. Sit 2 Hn al 9] OPTIONAL SEAM WAYFINDING - DOUBLE ARROW GREEN a.� 1rz•=1•fl' PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIAL RENTPLS LLC 102J onsawkm PIt. Suite 100 CM1aINe3Nle, Ngiro 22801 IA3+1 eeeessT ARCHITECT NORR 325 NotlM1 La Salle Street Sole 503 Chicago, Illims FORM STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 175R5 Nassau Commons Bmlevad. Unit 3 Leoes, DeM.are 19958 13021=AnO MEP ENGINEER ALNEMEYERBASSOCNTES M314aRM1all Avenue St.L i ,Maaoun B1119 131LITMAM CIVIL ENGINEER TIMMONS GROUP WBPRMIm Avenre,Suits2W CM1ars"Ne Be, MINIM 22903 I0.NI 32].16B9 NOTES ThM trn9 Iles been Paparal sdey t"'Bastwed the diem, a. uwre are no represnnaeons of ar y Mm mada WNONE to any PaM eftIN 'stem NORR has ndemeree i S... Mad. SHEET INFORMATION ISSUES / REVISIONS NO. GATE DESCRIPTION Ot 05.182021 2MR SET 02 06.173021 SOY SET SHEET TITLE ARCHITECTURAL SITE DETAILS SHEET NUMBER A006 PROFESSIONAL STAMP ROADE LOCKABLE, FREEZE UGHT FIXTURE POLE. ROOF HOSE BIBS AS REQUIRED MOUNT TO TOP OF 10 2• B• BY JURISDICTION RCLOSURE WALL WITH MASONRY CONTINUOUS CONCRETE FASTENER. FOOTING CENTERED ON WALL (SEE STRUCTURAL) r ---------------------- ---- - , M 1. ROLLAND, CSTL - - SEE OETA LL&TRE3 ME. m I S5 BRICK VENEER ON CMU BLOCK WALL CONTINUOUS CONCRETE FOOTING CENTERED ON WALL SEE STRUCTURAL) I I � I r 1 l Fl GATE SWNG MIN. 115', VSTL POST. MAX-12W % FASTEN TO FOOTING / BELOW I II I I I I I I II I l) II I `C(15pnn)THIGK I II CONCRETE SIRS II II I I I I II I 1M'FLOORSLOPE® \1\ LJ U _I @ I R l I 9'-P (CLEAR) F I I / I II I lzTa5a.a1 li i l i / I / I II TRENCH DRAINF / RATED PROVIDEIZED DRAMIC GRAIN A$ GALVMREQUIRED B REQUIRED BY / j I JURISDICTION ATTACH GATED OPENING (1VP.) I I �—�Y • N � b \ 6'(159mm)HIGH \\\\ WHEELSTOP CONTINUOUS ON3SIDES �` 3 I I ACeZ \ I I I I I L II 1 I I I I EXTERIOR FINISH NOTES 1, THE INTERIOR WALL SURFACES OF THE TRASH RCILOSUREARETO BE SMOOTH, SEALED AND WASHABLE. APPLY ONE COAT EPDXY HILLER/SEALER AND ONE COAT GLOSS POLYURETHANE. 2. RUNNING BOND INTEGRALCMU COLORTOMATCH BUILDING. STRUCTURAL ENGINEER TO PROVIDE MASONRY SPECIFICATIONS. O O 77 cAI3DN YTCUNARD G I CONTAINER NR SPICY YARD CONTAINER F\ OA 7 `a YARD' BEcYCURE, CONTAINER L GAl10N TOTE Lro�� \L YARD' I REcrcuNc I CONTANR L SOV�INER LAYOUTOPTIONS 1 In'ANGLE WELDED TO STEEL FRAME GATE TO SWING OPEN MIN. 115', MAX. 120' — BAR CANE BOLT fARRUGATED m METAL PANEL SET IN STEEL CHANNEL FRAME BRICK VENEERTO MATCH BUILDING. SEE EXT. ELEV. FOR MORE INFO. 8' CMU WALL 8' GALVANIZED STEEL TUBE POST SET IN CONCRETE 1' FOOTNG(SEESTRUCTURAL). PAINTTOMATCHDOORS. CORRUGATED METAL PANEL FINISH TO MATCH BUILDING CANOPY �tV"`"��=��'^'�• v(25—) PROVIDE WEEP HOLES IN BETWEEN CORRUGATED METAL CHANNELS WEEPHOLE O PROVIDE HOLES STEELCHANNELFRAME. MITERANDWELDCORNERS ATCONCRETE ��� FOR BOTH ALIGN / FULLY OPEN GALVANIZED HEAVY OUT! DATE HINGE. AND CLOSED POSITIONS / /GATE IN OPEN SWINGPOSITION (MIN.1t5', MAX. 120') .. GATE HINGE DETAIL AT CANE BOLT 3 (--)SECTION sr 3'=1'-p BRICKVENEERTO MATCH BUILDING. SEE EXT. ELEV. FOR MORE INFO. 8-CMU WALL, GROUT SOUD. REINFORCE AND TIE INTO FOOTINGSIAB PER STRUCTURAL. FILL PIPE WITH CONCRETE WHEELSTOP I I 6'STEEL PIPE ELSTOMERK: CURB SEALANT - SLAB ON GRADE. b REINFORCE PER N+ $ b STRUCTURAL EXPANSION DETAILS JOINT(SEAL) '•I' PAVING OR CONCRETE .. !:.. ... ,... I I SLAB 30 II II I II a I> �Q=�'llll _ CONCRETE III1 4`- r..S�EDGE m �w — I I {'�'. FOOTING w rcw — � I I. (SEE OO s` It-:1 I STRUCTURAL) I I • CONTINUOUSCONCRETEFOOTING — CENTEREOONWALL * IO (SEESTRUCTURAL) nTYPICAL CMU WALL FOOTING nTRASH ENCLOSURE BOLLARD J V �1'=1'O ew SY'=1'-P PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIAL RENTALS LLC 102J C wl, ,i. ZNM 100 CM1aNM1�MIe, Vigifia 22901 I+'A19BRa66T ARCHITECT NORR 325 NoNM1 la Salk Street Sine 510 Chiow, Mirc 60651 Cam STRUCTURAL ENGINEER PIIOTTOWN ENGINEERING 175e5 Nanau COmmt Btuk .UM3 Lewea, Dela+rare 1995E 13021 AGAn0 MEP ENGINEER ALKEMETER 8 ASSCC WTES 5 rsM1all Avenue Gs, Missouri 63119 [3141i lain Tr2.naz CIVIL ENGINEER TIMMONS GROUP 608PRalm A..S.2W CM1arld wle, Virgim 22906 IJ3+1322.1698 NOTES mis d ax1'�1911as Ueen Reparm saeN tOr me ux d ma tl W ORRto are a repr�ba m N R MS nmemereaimoacomratl. SHEET INFORMATION ISSUES / REVISIONS NK7, DATE DESCRIPTION 01 0SI8=H 2M6 SET 02 06.17=H sw SET SHEET TITLE ARCHITECTURAL SITE DETAILS SHEET NUMBER A007 PROFESSIONAL STAMP CORRUGATED METAL DOORS FINISH TO MATCH BUILDING CANOPY T GALVANIZED STEEL TUBE; TOP SEAL AND PAINT TO MATCH DOORS(TYP) BRICK ROWLOCK CAP LOCKABLE SUDE BOLT ON MU BUOCKWALL BOLI-ARD; PANT TO NIATCH BRICKWALL CANE BOLTS ----------------------------- --------------------------------- A -------------------------------------------- POLLARD FOOTING; SEE STRUCTURAL L nFRONT ELEVATION 1trz•=I. &LICK ROWLOCK CAP - FULL WIDN OF WALL W/1%SLc— -- OUTSIDE &LICK VEI ON CMU BLOCK Wi ENCLOSU FOOTING; STRUCTUI FOR SEE REINFOR( ABACK ELEVATION UB 1rzK E GALVANIZED LOCKABLE SLIDE BOLT BOLLARD; PAINT TD MTCH &LICK WALL (2) HEAW DUTY CANEBOLTS PAVING OR CONCRETE ENCLOSURE FOOTING; SEE STRUCTURAL FOR SIZEPNDREINFORCING BOLLARD FOOTING; SEE STRUCTURAL N E to BRICKROWLOCKCAP- FULLWIDTH OF WALL W/ 1%" OUT9L BRICK' ON CM BLOCK BOLLU PAINT' MATCH BRICK WALL FOUNDATION; tp0w SEE SEEATRUCNRAL---J_-J____ ___ __ ___ SEE 1 -i -L -� -1 FOR N Kp REINFORCING j o, j Op BOLLARD -JI FOOTING I BEYOND SEE STRUCTURAL � I nSIDE ELEVATION "A" � e� trz•=r-o• SLELEVATIOIN "B" BRICK ROWLOCK CAPFULL WIDTH OF WALL W/1%SLOPE TO OUTSIDE BRICK VENEER ON CMU BLOCK WALL BOLLARD; PAINTTO MATCH BRICK WALL ENCLOSURE FOOTNO SEE STRUCTURAL FOR SEE AND REINFORCING H~ BOLLARD FOOTING; SEE STRUCTURAL PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIAL RENTALS LLC 1026 Camwgln'i. Sta 100 CM1aIdV3Mle Ngiro 22601 1a3+1 eee 666T ARCHITECT NORR 325 Nooh la Salk Street SUN 503 CChico a, Yirc 60(, 6 Cam STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 175435 Nassau Commons BaukvaJ, Unit 3 Ltwes, DNa+rare 1995$ 13021ASITIO MEP ENGINEER ALKEMEYERSASSOCATES 353 Ma5M1all AltoI SI. Ltuu, Missouri (3119 [31L1]MA M CIVIL ENGINEER TIMMONSGROUP boa Preslm Avenue Si! 2W CM1aIdM3nIle, Vagina 22903 1a3S132T.16B9 NOTES misJr ''las Ueen Preparm saleNrorme uxd me di., aM fliesare no reproaaetions of arty Not male 4 NORR to ary P.M aM1M1' nn NORR too not emeree imo a conlrae. SHEET INFORMATION ISSUES / REVISIONS NO. DATE DESCRIPTION Ot M.S=H 2W SET 02 OAI7=H SI MSET SHEET TITLE ARCHITECTURAL SITE DETAILS SHEET NUMBER A008 PROFESSIONAL STAMP 1 fR r ENCLOSURE FRONT ELEV. nTRASH ,m= r-0. ENCLOSURE REAR ELEV. �l � TRASH ,n�=rm ENCLOSURE LEFT ELEV. U s.� 4 MrA ENCLOSURE RIGHT ELEV. U s.� ,n�=rp PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIAL RENTPLS LLC 1026 Camnglm ,i. Z22H)0100 CM1aIdM3NIe,Ngi�'ia 601 1a3+1 eee 35BT ARCHITECT NORR 325 North l Salk Som. Site 503 CM1iow, Wime (M5 romcam STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 17!M Nassau C0000. Book ,J.3 Itwes, BNa+rare,eese 13021 MAnO MEP ENGINEER A I(EMETERSABSOCATES M3 Ma.oall AVeme SI. Lwu, Missouri -"1 131LIT AM CIVIL ENGINEER TIMMONSGROUP RoB Preslm Avenue Si! 200 chod 3nlle, Mr,ima 22903 1a3s132T.1639 NOTES mistr '�g las been preparm saleNrorme uxd meaien,aiminnsarenorepr�ba mmoP has male b�ry y NORR PaMswAM1N M1es NORR nemereaimoacomma. SHEET INFORMATION ISSUES / REVISIONS NO. GATE DESCRIPTION Ot 2WGET 02 08.173 1 sw SET SHEET TITLE ARCHITECTURAL SITE DETAILS SHEET NUMBER A009 PROFESSIONAL STAMP 6'-23H' 3'-1„/2' T-lovf =-B' Y-814' b `s b m � Aao1 a b © ? O d 3' 6- 3' Y b 3 el L 6 O m D21147 b I b y 1N' J _ S 3. OB b b 13 IG b Sf Lo D 1p19p ,p a b eT-9va' I3-11. 2C-W b 2 m M01 6 b 0 a' -IT c Q c Eiw m � - 3-11/Y Q 3H' G-21H' 16'-101/P PLAN — lie=1•1. KEYED NOTES 1. LL TO PROVIDE FULL SLAB LEAVE OUT FOR FUTURE TENANT CONSTRUCTION. SU&GRADE SHALL BE CLEAN, STRUCTURAL GRADE FILL MADE LEVEL TO BE P BELOW FINISHED GRADE AND COMPACTED IN ACCORDANCE WITH LANDLORD'S GEOTECHNKIAL REPORT. 2. R-10 RIGID FOAM INSULATION BELOW SIRS BY TENANT.SEE BUILDING SECTIONS FOR ADDITIONAL INFORMATION. 3. BATT INSULATION AT ALL EXTERIOR WALLS TO BE R-21 MINIMUM PER LLWL L. R-M CONTINUOUS RIGID INSULATION FOR ROOF PER LLWL 5. RECESSED, LOCXABLE, COVERED, FROSTFREEHOSE BIB, SEE PLUMBING SHEETS FOR ADDITIONAL INFORMATION. B. COVERED E)TERIOR GFCI ELECTRICAL OUTLET. SEE ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION, T. DRIVE TABU WINDOW, AIR CURTAIN, AND SHELF BY LL 3. ROOF ACCESS LADDER WITH LOCKABLE LADDER GUARD CAGE. 8, RECESSED ELECTRICAL PANELS PER TENANTS SCHEMATIC. MAINTAIN MINIMUM CLEARANCE AS REQUIRED BY CODE. 10. LLTOINSTALLNEWDWRSASIND"A D.SEESHEETAMi2 FOR DOOR AND HARDWARE TYPE. It CANOPY DOWNSPOUT CONNECTED TO UNDERGROUND DRAINAGE SYSTEM BELOW FROST UNE; REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. 12. PARAPET SCUPPER AND DOWNSPOUT CONNECTED TO STORM DRANAGE LINES BELOW; REFER TO CIVIL DRAWINGS FOR CONTINUATION. 13. PRELIMINARY B&CKFLOW PREVENTER LOCATION. FURNISH AND INSTALL AN APPROVED, TESTED, AND CERTIFIED PEP ASSEMBLY, IF REQUIRED BY APPLICABLE CODES, IN A LOCATION IDENTIFIED ON THE LANDLORD'S CONSTRUCTION DOCUMENTS AND APPROVED BY TENANT. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 16. ROOFTOP RTU LOCATION; TO BE COORDINATED. I S. COLUMN FOR PARO CANOPY. I& LANDLORD GC TO LOWER PORTION OF RIBBON SIRS BY LOP IN PREPARATION FOR TENANT PROVIDED WALK OFF MAT. GENERALNOTES A AND NOTIFY STRACTOR CONSTRUCTION TION MANAGER AND NOTIFY DISCREPANCIES PRIOR CONSTR T CONSTRUCTION. MANAGER OF ANTDISCREPANCIESPRgRTODESIGNATED DDALL DIMENSIONS TO BETAKEN FROM DESIGNATED DATUM POINT. B. IF DUSTING EXTERIOR ENTRANCE THRESHOLD EXCEEDS REQUIRED AMERICAN'S WITH DISABILITY ACT (ADA) MAXIMUM HEIGHT OF IQ' DIXAM), REMOVE AND REPLACE WITH ACCESSIBLE THRESHOLD. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS TO BE BEVELED WITH A SLOPE NO GREATER THAN IAA C. VERIFYALL EXISTING DOORS. HARDWARE AND FRAMES MEET STARBUCKS ANWOR LOCAL CODE REQUIREMENTS. D. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS SHOWN OR NOTED OTHERWISE. E. SEE SHEET A602 FOR EXTERIOR DOOR AND WINDOW SCHEDULES. F. FLOOR FINISHES TO BE INCLUDED IN TI PACKAGE. Oeoav � A 4 PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIAL RENTALS LLC 1020 CmmgKn PMcp 3uik 100 CM1arbO WK Virginia 22801 1+'AI ee9.e66r ARCHITECT NORR 325 NoOh la Salk SVe L, Site 5W CM1icago, 111inm 60651 lot. STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 17585 Nassau Co... Boole tl, WW3 Lt 'ON.. 191168 [3021 ROAM MEP ENGINEER ALKEMETERBASSOCNTES 353Ma2Nall Avenue a Lou . W—ud Bi118 13141 MA CIVIL ENGINEER TIMMONS GROUP 608P..A..S.200 CM1mM wk, Moinia 22803 143e12 VAW NOTES rnisiIIlL I M1as been peparm saeNrnme. oT maaien,ORU,areno,O WIation5RRh Mrcl matle Ly NORR,oa�ry PaMvnIM1'Mam NORR M1as nmemereaimoaconvae. SHEET INFORMATION ISSUES / REVISIONS NOL GATE DESCRIPTION 01 IDS18=1 2W SET 02 06,17=1 SIM SET SHEET TITLE BUILDING FLOOR PLAN SHEET NUMBER A100 PROFESSIONAL STAMP WIT-, 16 Lz,305 LX0008(22) 12 • � L'l b O5 B 5O B ] 11 11 14 /' v r —1 I I I I L zlzze I I ------------- f l I N I I I L _J ,o I � m 'g q I y,1Y I O` 'ye L _J 13 5 11 2 ,. 2 ,2 L z,3oa 2 3 AND, c ] n ,z ,s SHELL ROOF PLAN — 1M= I. W KEYED NOTES 1. FULLY ADHERED ROOFING SYSTEM OVER R3B MINIMUM RIGID INSULATION. 2. PREFINRHEDMETALCGRNG- SEEEL£VATIONSFOR FINISH. 3, CUSTOMMETALCANOPY-SEEDETAILS. L TAPERED RIGID INSULATION AT CRICKET SLOPED AT MIN 2D TIMES OVERALL ROOF SLOPE ALL ROOF SLOPE 5, ROOF TOPUNRS RACEDON CURB-SEEDETAILS. VERIFY EXACT LOCATION IN FIELD WITH MECHANICAL. B. PARAPET SCUPPER AND DOWNSPOUT CONNECTED TO STORM DRAINAGE UNES BELOW - REFER TO CIVIL DRAWINGS FOR CONTINUATION. ]. CANOPY DOWNSPOUTS CONNECTED TO UNDERGROUND DRAINAGE SYSTEM BELOW FROST UNE; REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE WITH STRUCTURAL COLUMNS AS NECESSARY. 3, THROUGH WALL OVERFLOW SCUPPER I2-WIDTH LOCATED MAXIMUM OF V FROM PRIMARY SCUPPER. B. INSTALL SECOND LAYER OF ROOF MEMBRANE FOR W (915mm) PERIMETER MOUND ROOF TOP EQUIPMENT. 10. ROOFACCESSLADDERWITHLOCKABLFIADDERGUARD CAGE. It CANOPY COLUMN BELOW. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION. ALIGN DOWNSPOUTS AND COLUMNS AS SHOWN ON BUILDING DETAILS SHEET A501. 12. CANOPY GUTTER, SLOPED TO DOWNSPOUT. 13. FLAT ROOF WAHWAY PAD TO ROOF TOP UNIT. 16. PATIO FANS ATTACHED TO CANOPY UNDERSIDE. SEE SCHEDUIFS AND ELECTRK FOR MORE INFO. 15. SIGNAGE ATTACHED TO EDGE OF CANOPY. SEE EXTERIOR ELEVATIONS. PROVIDE BLOCKING AND ELECTRK AS REQUIRED AND COORDINATE WITH SIGNAGEVENDOR. I& UNDERSIDE OF CANOPY CLAD WITH WOOD BY RESAWN TIMBER COMPANY. MOOD / WALNUT, MID PROFILE. SEE EXTERIOR ELEVATIONS FOR MORE INFORMATION. OINDICATES CANOPY RECESSED CAN LIGHT. UTHONL4 111.XU 3SEELI FIXTUREq IX0308.SEELIGHTING SCHEDULE FOR ADDITIONAL INFORMATION. OINDICATES CANOPY RECESSED CAN LIGHT, HUY ROUND ADJUSTABIF PINHOLE XI ATO NUYRAPHSW-I&M-2M-BDD5D12Q2n-DIM10Z-NGBK FIXTURE q0. 213%. SEE LIGHTING SCHEDULE FOR ADDITIONAL INFORMATION. INDICATES LED STRIP LIGHT WITHIN S LIGHT COVE. FIXTURE q0. 21335. SEE DETAIL AND LIGHTING SCHEDULE FOR ADDITIONAL INFORMATION. GENERALNOTES A GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. B. IN FRFE2E THAW CLIMATES ONLY: INSTALL SELF - REGULATING HEAT TAPE IN ALL DOWNSPOUTS. SEE EIFCTRK FOR FURTHER INFORMATION. C. ROOF TOP PLUMBING VENTS ME NOT SHOWN FOR CIARDY. REFER TO PLUMBING DRAWINGS FOR WR LOCATIONS AND FURTHER INFORMATION. D. GC TO PROVIDE FLASHED ROOF PENETRATIONS FOR ALL TENANT VENTS INCLUDING TENANT SUPPLIED WATER HEATER IF VENT) AND REMOTE ROOF TOP CONDENSING UNITS PER TENANTS CONSTRUCTION DOCUMENTS. E. GC TO FURNISH AND INSTALL ALL PLUMBING VENTS PER TENANTS CONSTRUCTION DOCUMENTS FROM THE ROOF THROUGH FIASHING TO A LOCATION ABOVE THE PROPOSED TENANT CEILING IN THE PREMISES F. GC TO FURNISH AND INSTALL HVAC ROOFTOP UNITS (RTU) OR SPLIT SYSTEMS, INCLUDING ALL EIECTRICAL CONNECTIONS, PLUMBING CONNECTIONS, GAS CONNECTIONS AND THERMOSTATyHVAC CONTROLS PER TENANTS CONSTRUCTION DOCUMENTS, MANUFACTURER RECOMMENDATIONS AND ALL APPLICABLE CODES. G. THERMOSTATSI AC CONTROLS SHALL COMPLY WITH TENANTS CONSTRUCTION DOCUMENTS AND ANYMLL CODE REQUIREMENTS MINIMUM ONE (1) THERMOSTAT FOR EACH UNIT WITH REMOTE SENSORS TO BE LOCATED ACCORDING TO TENANTS CONSTRUCTION DOCUMENTS. H. GC TO FURNISH AND INSTALL ALL RESTROOM EXHAUST DUCTWORK, CURBS AND CONTINUOUSLY OPERATING EXHAUST FAN ISM) CFM MINIMUM COMBINED OR 125 CFM PER RESTROOM), AS DEFINED BY TENANTS CONSTRUCTION DOCUMENTS. LANDLORD WILL BE RESPONSIBLE FOR ALL WORK REQUIRED TO PROPERLY SEAL AROUND MY AND ALL PENETRATIONS, INCLUDING, BUT NOT LIMITED TO ROOF OR EXTERIOR WALL PENETRATIONS. os��r �a e v PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIAL RENTALS LLC 102J C ClaM1aanl ww' MITI. 2901 Sag'sa] 100 ARCHITECT NORR 325 NONM1 La Salk Stmo Side 503 CM1iow, Mir SWU romaan STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 17585 Nauau Coon. Bnd,oao, UM 3 I4v.Ea, Del .1995E 13021 T13.1n0 MEP ENGINEER ALKEMEYERBASSOCNTES 353!,UI aMIAmme SL LoAs. MM0un wI I9 131LI MAR2 CIVIL ENGINEER TIMMONS GROUP WBP..Amam,Sil200 CM1mI—le, Ngi-2 903 1X3f13P.10BB NOTES nin nmmina Dns been PepnnW snn,!, me uN,m M aims, OREN are noy P� h nN manyn notl bylIon.Oany PaMvmm xnom NORR M1a5 nmemereaimoacomroN. SHEET INFORMATION ISSUES / REVISIONS NO. GATE DESCRIPTION 01 )SAR KH 2WGET 02 05.173QI sw SET SHEET TITLE BUILDING ROOF PLAN SHEET NUMBER A151 PROFESSIONAL STAMP COLLECTOR BOX SEALANT 24GA FASHING SEALANT 24GA FLASHING SCUPPERBDOWNSPOUT /1SCUPPER & DOWNSPOUT DETAIL I s+3'=1'V r ROOF FLASHING ON PRE - C COUNTER FABRICATED BY ROOF FILASHING B CANT(CONT. MANUFACTURER AROUND SCUTTLE) L MANUFACTURER RECOMMENDEDVAPoR ROOF SYSTEM BARRIER (SEE ROOFPLAN LL D TREATEDWOOD STRUCTURAL MAILERS DRAWINGS) STRUCTUR (SEE STRUCTURAL DRAWINGS) 4 TO CURB DETAIL U nrz•= ra' SEE WALL SECTIONS FOR WALL CONSTRUCTION & FINISH DETAILS SEALWTANDBACKERROD ADHERED MEMBRANE 3' OVERLAP MIN ON EACH SIDE OF SEAM ADHERED MEMBRANE 3' OVERUP MIN ON EACH SIDE OF SEAM SEAANT ROOFING MEMBRANE SEE WALL SECTIONS FOR ADPL EDGE DETAILS nOVERFLOW SCUPPER DETAIL � sa. are•=r.m PREFABRICATED METAL HOOD — (3)CONTIN000S SEAM WELDS — VENT PIPE RAIN HOOD AND SS CLAMP W/ SEALANT TREATEDWOOD MAILERS MANUFACTURER LROOF SYSTEM RECOMMENDED J (SEE ROOF PLAN VAPOR BARRIER AND STRUCTURAL DRAWINGS) LF PENETRATION DETAIL v � I IlY'=I•JY LOCKED 8 SOLDERED, TYPICAL ROOF SIDE FLANGE SOLDERED CLOSURE FLANGE LOCKED 8 SOLDERED, TYPICAL SEE WALLSECTKHISAND STRUCTURAL SHEETS FOR ROOF AND FRAMING DETAILS SEALED ADDER SHALL BE PRIMED WD PAINTED, VERIFY MIGHT IN FIELD ROOF PARAPET BEYOND MY X2-1/2'STEEP CLIP ANGLES ® LB'Oz. MAX NELDED TO RAILS, ATTACH , •1X BLOCKING IN WALL IH• 2-1 W STEEL FAIL WITH Ve 0 STEEL RUNGS ®12' ) C. FILLET -WELDED I8 GAGALVMIZEDSTEEL MELDED TO I-X 1'X la' AGUE WITH I -X 1/2' .ROSSBRACING WELDED fOBACKOFACCESS IOCR. PROVIDE TAMPER - 'ROOF HINGES I6 GA. GALVANIZED STEEL Y WIDE 8'-6• FILLER •ANEL, BOTH SIDES :IRST RUNG AT 12' ABOVE 'INISHED FLOOR 3PLVPNREDSTEELANGLE I-1n'X 2-12 X1/a BOLTED TO FLOOR r THICK CONCRETE PAD .11N.ATIADDER K. . ROOF LADDER ELEVATION � ea 12=1'{l' V.I.F. 1H•X T MID FAIL, TYR YP CHECKPIATE LANDING, WEUJED TO RUNGS ROOF PARAPET BEYOND �ROOF LADDER SECTION U �: 1rz•=1•V PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIAL RENTALS LLC 102J Lamnglm PMce, StAe 100 CM1aN BBB Sm Raw Ngi�'ia 22801 li3+l ARCHITECT NORR 325 NmIM1 La Salk Shme( Stile 503 CCM1rtwp, Wiens"M STRUCTURAL ENGINEER PIIOTTOWN ENGINEERING 175M Nassau Common¢ Btak . Una 3 L4v.Ea, Delaazre 19958 13021 AGAn0 MEP ENGINEER ALKEMEYER BASSCCNTES Sa saRM1all Avenae .-riW SI.LCuu,Mi63oun 6111E 13141 ZZ2.1 ]8z CIVIL ENGINEER TIMMONS GROUP MR P.. A., S. 200 Chad—wis, Wgida 22803 Inal 3VAMS NOTES rni. nB has Veen PIparal sway forme used me dies, atMmeaareno aaPreselaeons day M male 4 N'JRRfoanY pagvAIh t am NORR has ndadarel idoacomrad. SHEET INFORMATION ISSUES / REVISIONS NO. DATE DESCRIPTION 01 05.18=1 2W SET 02 0A7=1 5RI SET SHEET TITLE ROOF DETAILS SHEET NUMBER A152 PROFESSIONAL STAMP METAL MANUFACTURER: COLOR: DESCRIPTION: MATERWL NOTES: MIT PREFINISHEDMETAL COPING MIT LOCALLY SOURCED TO MATCH RALKW1 MATTE MT0023-FLAT BLACK ANODRED ALUMINUM STOREFRONT SYSTEM 1. ALLSEAWITS TO BECOLORMATCHED TO ADJACENT METAL: MANUFACTURER: COLOR: DESCRIPTION: PCWDERCOATMETALCANOPY+ MATERWLS, SUBMIT MT-3 IDCrULT SOURCED TO MATCH SWOND DARK HUNTER GREEN P WDERCOAT METAL SCREEN MFRS FULL RANGE OF COLORS TO METAL MANUFACTURER: COLOR: DESCRIPTION: ARCHITECTTO RENEW Mid LOCALLY SOURCED TO MATCH SW7046 ANONYMOUS POWDERCOAT UTILITY SCREEN 1.SVBMITALL MATERLILSAND BRICK MANUFACTURER. CONTACT: COLOR: DESCRIPTION: CHEROKEE BRICK, EBB COMPANY COLORSTO BE ED WEINMAN VELOUR MEDIUM MAY BRICK VENEER, SMOOTHNELOUR, NORMAN ARCHDECTFOR EWEINMANN®FSSCOMPANY.CGM MORTAR TO MATCH BRICK FINAL APPROVAL. 305691 SVH NO SUBSTITUTIONS EIFS: MANUFACTURER ♦ CONTACT: COLOR: DESCRIPTION: WITHOUTPRIOR APPROVAL. DRYVTT, BOB DAZEL BIBS, SANDPEBBIE FINE TEXTURE BE BOBDA EL®DRTVIT.COM, TO BE PAINTED SlMRI6 ANONYMOUS T301]6010d WOOD: MANUFACTURER ♦ CONTACT COLOR: DESCRIPTION: RESAWN TIMBER CO., HAVENLUXE MIS PROFILE PREFINISHED WITH GRAPHITE WT}1 ANNAPIPHER, ARODO/WAUNT AT ACCENT WALL♦ CANOPY UNDERSIDE ANNA@H4VENLUXECOM PAINT COLOR: DESCRIPTION: MANUFACTURER ♦ CONTACT PT SHERWIN WILLIAMS, ANDREA DINICE, ANDREADINICE ®SHERWINWILLIAMSCOM SWIDD41 DARK HUNTER GREEN SEE MT-3ABOVE COLOR: DESCRIPTION : PT 660 8115]A9 SWI016ANONYMOUS SEE MT4 ♦EF-1 ABOVE — Ile=r-0' _ T/PMIIFET —1ff DSTOREFRONT —ga T/SLABJ� PARAPET 18-0' RFFRDINT Ra aLAe KEYED NOTES 1. SIGNAGE VENDOR TO COORDINATE APPROVALS AND PERMITS FOR EXTERKR SIGNAGE SEPARATELY AS WOMBED. NOT INCLUDED IN SHELL OR TENANT BUILD OUT APPLICATION. CONFIRM FINAL LOCATIONS NTH SIGN VENDOR. 2. PROVIDE COVERED ELECTRKA GFCI OUTLET AS INDICATED. SEE ELECTRICAL SHEETS. 3, WALLMOUNTEDDECORATIVE SCONCE. SEE UGHTNG SCHEDULE FOR ADDITIONAL INFORMATION. L. CANOPY DOWNSPOUTS CONNECTED TO UNDERGROUND DRAINAGE SYSTEM BELOW FROST UNE; REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. 5. INSTALL LJ' MARINE GRADE PLYWOOD BLOCKING FOR EKTERIOR SIGNAGE EXTEND BLOCKING S' (21)5MM) MINIMUM BEYOND EDGE OF SIGNAGE. 6. PROVIDE W(/5MM) HIGH BLACK ACRYLIC STORE ADDRESS ON GWJNG OR PER LOCAL JURISDICTIONAL CODE REQUIREMENTS. ]. INDICATES ROOF UNE BEYOND. S. PROVIDE SIGNAGE DISCONNECT AND J-PDX W/PULL STRING FOR FUTURE BUILDING SIGNORE. 9. RECESSED, LOCKABLE, COVERED, FROSTEWEHOSE BIB, SEE PLUMBING DRAWINGS. 10. EXTERIOR FINISH CONTROL JOINT. I I. PREFINISHEDMETAL COPING, TYP. 12. CUSTOM STEEL CANOPY. POWDER COATED PAINTED SWOND DARK HUNTER GREEN. SEE DETAILS AND STRUCTURAL 13. METAL SCREEN. POWDER COATED PAINTED SW Wd1 DARK HUNTER GREEN. 14. 1- REVEAL, SEE DETAIL MORE MORE INFO. 15. STUCCO PAINTED SWTM6 ANONYMOUS. 16. CHEROKEE THIN BRICK VENEER, VEIGUR MEDIUM MAY FINISH, STACK BOND PATTERN. IT ACCENT WALL CLAD WITH WOOD BY RESAWN TIMBER CO. ABODO WALNUT FINISH, M10 PROFILE. UL CANOPY COLUMNS. SEE FLOOR PLAN AND STRUCTURAL 19. WOOD BENCH WITH CAST-INAIACE CONCRETE BASE. SEE DETAILS FOR MORE INFO 20. WAU(LP PICK-UP WINDOW AND AIR CURTAIN. SEE SCHEDULES FOR MORE INFO. 21. SIGNORE ATTACHED TO EDGE OF CANOPY. 22. SIGNORE ATTACHED TO METAL SCREEN. 23. PATIO FANS ATTACHED TO CANOPY UNDERSIDE. SEE SCHEDULES AND ELECTRKA FOR MORE INFO. 24. WAU(LP PICK-UP WINDOW MENU BOARDS. 25. INDICATES PROPOSED RTU LOCATION. GENERALNOTES A GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNORE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEWNNG NOTICE OF L WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNORE CONTRACTOR CONTACT INFORMATION. B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE CONNECTIONS AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING OR EQUIVALENT TO SUPPORT SIGNORE M SIGNORE CONTRACTOR SHALL VERIFY SITE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE AND PROVIDE SHOP DRAWTNGIS) PRIOR TO FABRICATION TO THE STARBUCKS DESIGNER FOR APPROVAL E. SIGNORE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT. F. SIGNORE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH ARCHITECTURALDRAWINGS. LEGEND - EXT. ELEV. 0 HOSE BIB Q DUPLEX PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIAL RENTALS LLC Chad CM1abClKKwie, MINIM Ste 100 22901 laadl eee Bs6T ARCHITECT NORR 325 NMh La Salk SireeL Site SDD Chiow, Ifl b60VA rolrtam STRUCTURAL ENGINEER PIIGTTOWN ENGINEERING 17585 Nassau C... BtKk .UM3 L . Dtlmvaa 19958 13021 T03.1nh MEP ENGINEER ALKEMEYER 8 ASSCC WTES 353MarsM1all Avenue SI. Leis, Missouri 63119 lain ra.naz CIVIL ENGINEER TIMMONS GROUP 6081' a.A.,SIAe200 Chaanes mp Vagina 22m3 Id3d13vJw NOTES rnM rYaxi�M Iles been Trepan saeN for lM1e ux m matl1,, ORRU, arenompr�a9 mH Marys male by NORRiRa�ry DaMswAM1'^ham NORR M1a6 nmemereaimoacomraN. SHEET INFORMATION ISSUES / REVISIONS No. DATE DESCRIPTION 01 ).18ZQI 2W SET 02 0SI7Z21 Shw SET SHEET TITLE BUILDING EXTERIOR ELEVATIONS SHEET NUMBER A201 PROFESSIONAL STAMP WEST ELEVATION e 1N'=T 0 2 d• 8' METAL: MANUFACTURER: COLOR: DESCRIPTION: MATERIAL NOTES: MT-1 PREFINISHEDMETAL COPING MT LOCALLY SOURCED TO MATCH RALF=1 MATTE MITOSISFLATBLACK ANODIZED ALUMINUM STOREFRONT SYSTEM 1. ALLSEAWITSTO BECOLORMATCHED TO ADJACENT METAL: MANUFACTURER: COLOR: DESCRIPTION: POWDERCOATMETALCANOPY+ MATERIALS, SUBMIT MT-3 LOCALLY SOURCED TO MATCH SW00D DARK HUNTER GREEN PoWDERCOAT METALSCREEN MFRS FULL RANGE OF COLORS TO METAL: MANUFACTURER: COLOR: DESCRIPTION: ARCHITECTTO RENEW Mid LOCALLY SOURCED TO MATCH SW7M6 ANONYMOUS POWDERCOAT UTILITY SCREEN 2.SVBMITALL MATERIALS AND BRICK: MANUFACTURER. CONTACT: COLOR: DESCRIPTION: CHEROKEE BRICK, FSS COMPANY COLORSTO BR -1 ED WEINMAN VELOUR MEDIUM GRAY BRKK VENEER, SMOOTHNELOUR, NORMAN ARCHITECTFOR EWEINMANN®FSSCOMPANY.COM MORTAR TO MATCH BRICK FINAL APPROVAL 305691 5881 NO SUBSTITUTIONS WITHOUT PRIOR EIFS: MANUFACTURER a CONTACT: COLOR: DESCRIPTION: APPROVAL DRYVTT, BOB DAZEL PIES, SANDPEBBIE FINE TEXTURE EF-1 BOBDAZEL®DRYVRCOM, TO BE PAINTED SlM016 ANONYMOUS 730276010f WOOD: MANUFACTURER a CONTACT COLOR: DESCRIPTION: RESAWN TIMBER CO., HAVENLUXE WB10 PROFILE WD1 ANNAPIPHER, ABODO/WALNUT ATACCENTWALLaCANOPYUNDERSIDE ANNA®HAVENLIIXEOOM PAINT COLOR: DESCRIPTION: MANUFACTURER a CONTACT: PT_1 SHERWIN WILLIAMS, ANDREA DINICE, ANDREADINICE ®SHERWINWILLIAMSCOM SW)XI DARK HUNTER GREEN SEE MT-3ABOVE COLOR: DESCRIPTION: PT M660152A9 SW WANOWMOUS SEE MTd a EF-1 ABOVE T/PARAPETJ3 18'-0 1/STOREFRONTJ1 _ T/SIABh /PARAPET 16'-0' )REFRONTJP B'IAq _ T/START P KEYED NOTES 1. DRIVE-THRUW)NDOW,SHEIF,ANDAIRCURTAIN. SEE SCHEDULES FOR MORE INFO. 2. PROVIDECOVEREDELECTRK.ALGFCIOUTIFTAS INDICATED. SEE ELECTRICAL SHEETS. 3, WALLMOUNTEDDECORATIVE SCONCE. SEE UGHTNG SCHEDULE FOR ADDITIONAL INFORMATION. L. CANOPY DOWNSPOUTS CONNECTED TO UNDERGROUND DRAINAGE SYSTEM BELOW FROST UNE; REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. 5, WOOD BENCH WITH CAST-INAIACE CONCRETE BASE. SEE DETAILS FOR MORE INFO. 6. REAR SERVICE DOOR UTILITY SCREENING SEE DETAIL FOR MORE INFO. T. INDICATES ROOF LINE BEYOND. 3, CANOPY COLUMNS. SEE FLOOR PLAN AND STRUCTURAL. B. RECESSED, LOCKABLE, COVERED, FROSTFREEHOSE BIB, SEE PLUMBING DRAWINGS. % EXTERIOR FINISH CONTROL JOINT. I I. PREFINISHEDMETAL COPING, TYP. 11. CUSTOM STEEL CANOPY. POWDER COATED PAINTED SWOND DARK HUNTER GREEN. SEE DETAILS AND STRUCTURAL. 13. METAL SCREEN. POWDER COATED PAINTED SW Wf1 DARK HUNTER GREEN. lk 1- REVEAL, SEE DETAIL MORE MORE INFO. 15. STUCCOPAINTEDSW] ANONYMOUS. 16. CHEROKEE THIN BRK:K VENEERVELOUR MEDIUM GRAY FINISH, STACK BOND PATTERN. IT ROOF ACCESS LADDER WITH LOCKABLE LADDER GUARD CAGE. SEE DETAILS FOR MORE INFO. I& PARAPET SCUPPER AND DOWNSPOUT CONNECTED TO STORM DRAINAGE UNES BELOW. 19. THROUGH WALL OVERFLOW SCUPPER 12- WIDTH LOCATED MAXIMUM OF r FROM PRIMARY SCUPPER. 20. REAR SERVICE DOOR SECURITY LIGHT BY LL SEE LIGHTING SCHEDULE FOR MORE INFO. 21. INDICATES PROPOSED RTU LOCATION GENERALNOTES A GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNORE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF L WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALIATKIN. CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNORE CONTRACTOR CONTACT INFORMATION. B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING OR EQUIVALENT TO SUPPORT SIGNORE M SIGNORE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR DOLE SIGNAGE AND PROVIDE SHOP DRAWTNGUR PRIOR TO FABRICATION TO THE STARBUCKS DESIGNER FOR APPROVAL E. SIGNORE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT. F. SIGNORE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INSTALIATON IS IN DISCREPANCY WITH ARCHITECTURALDRAWINGS. LEGEND - EXT. ELEV. ® HOSE BIB If DUPLEX D 2 a• PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIAL RENTALS LLC 102J ausawl , ITT. 9 ile 100 CM1aridlnvAle, Ngi�'ia 22801 Ie3X1 BBB s66T ARCHITECT NORR 325 NMh La Salk Shme( Sale SD0 CHOW, Massa 60551 aaa t. STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 175B5 Nassau Commons &ukvl4 Una 3 L .DNm .1BB5a 13021 AGAn0 MEP ENGINEER = St MaaaYER BASSCCIATES %3 ouw, M l Avem6e [3141 u, Missouri 6111E 131e1222.1202 CIVIL ENGINEER TIMMONS GROUP 318PRdn Ave .S.2W Chadaheawle, MITI. 22863 Iri3213P.16as NOTES nis daring M1as been papv soely for Me ass Ibe dint, arhiI areno mprnemations dany ad matl by NORRU,aq paMvdh xnom HORS has ndemareaimoacomrad. SHEET INFORMATION ISSUES / REVISIONS NR7, DATE DESCRIPTION 01 05.183 1 2W SET 02 O.17=1 50%SET SHEET TITLE BUILDING EXTERIOR ELEVATIONS SHEET NUMBER A202 PROFESSIONAL STAMP e 1M=V I I r nNORTH ELEVATION EXTERIOR FINISHES WEST ELEVATION EXTERIOR FIN PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIAL RENTPLS LLC 102Jathawl, ,i. ZUKI100 CM1ariml�Mle,Ngi�'ia 22B01 1a3+1 efie efifiT ARCHITECT NORR 325 NMM1 la Salk Shm. Sine 503 CHOW, Yims 60656 hoo. STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 1T5B5 Nassau fAmmoha &ukvalq U.3 Le .Deasare 19961, 13021T ATU) MEP ENGINEER A I(EMETERBASSMIATES 353 Ma shall A"oue SI. LCuu, Missouri 33119 131.11 MAM CIVIL ENGINEER TIMMONS GROUP 60BP..A.,SiM3W chovkhM3NIe, Ngiea 2280.3 1J3+132T.16BB NOTES This tr 'oa las Isash nePalal saeN tor me uxm the Bien, a.Bw,e are no tao. aeons mars ad male hat NORR to arty PaM aM1M1 sham NORR has rim emcee imoacomae. SHEET INFORMATION ISSUES / REVISIONS NO. DATE DESGRIPTION 01 (16.18=1 2M6 SET 02 o6.17=1 Sw SET SHEET TITLE EXTERIOR FINISH ELEVATIONS SHEET NUMBER A203 PROFESSIONAL STAMP 1 !um DUu ELEVATION EXTERIOR FINISHES LJ � a�=1'-p EXTERIOR FINISHES PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIAL RENTPLS LLC 102Jathawl, ,i. ZUKI100 CM1arim,�Mle,Ngi�'ia 22B01 1a3+1 efie efifiT ARCHITECT NORR 325 NMM1 la Salk S,ree,, Sine 503 CHOW, Yims 60656 hoo. STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 1T5B5 Nassau fAmmoha &ukvalq U.3 Le .Deasare 19961, 13021T ATU) MEP ENGINEER A I(EMETERBASSMIATES 353 Ma shall A"oue SI. LCuu, Missouri 33119 131LIn2AM CIVIL ENGINEER TIMMONS GROUP 60BP..A.,SiM3W chovkhM3NIe, Ngiea 2280.3 1J3+132T.16BB NOTES This tr 'oa las Isash nePalal saeN tor me uxm the Bien, a.Bw,e are no tao. aeons mars ad male hat NORR to arty PaM aM1M1 sham NORR has rim emcee imoacomae. SHEET INFORMATION ISSUES / REVISIONS NO. DATE DESGRIPTION 01 (16.18=1 2M6 SET 02 o6.17=1 Sw SET SHEET TITLE EXTERIOR FINISH ELEVATIONS SHEET NUMBER A204 PROFESSIONAL STAMP z Ab1 T/PARMEf _ —1ff T/STOREFRONT 9fl FIRURE INTEROR SUB BV TENANT. GC TO PROA DE WMPACTED FILL L' BELOW FINISH GRADE AND IN ACCORDANCE WDH GEOTECHNICAL REPORT. T/SIABJ� P Y LONGITUDINAL SECTION ln1 I t Mot T/PARAFETJ� IS pY T/STOREFRONTh L FUTURE INTERIOR SIRS BY TENANT. GC TO PROVIDE COMPACTED FILLP BELGW FINISH GRADEAND IN ACCORDANCE WITH GEOTECHNICAL REPORT. T/SIAB 0' SECTION ,,,jnSV1'-0'ERSE � e>t 1H'= 0 2' 6' 4 PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIAL RENTALS LLC 102J Caandis, ,i. S 90100 CM1aridl�vAle,Ngiru 22B01 1i3+1 Bee e66T ARCHITECT NORR 325 NMM1 la Salk Somen Sine ADD CHOW, Massa 6055t roar. STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 1T5B5 Nassau Commons &ukel4 Unit Lewx, DHaxare 19959 13021 MAnB MEP ENGINEER ALKEMETERBASSOCNTES =Ma shall A.. St Louts, Missouri GH 19 131LITMAM CIVIL ENGINEER TIMMONS GROUP WBP..A.,SiltW CM1arkahawle, Nqi. z 903 1i32132T.160B NOTES This tr nt, las been wepMm saeN ror has ass of the dies, a.0w,e are no aq,. aeons ovary ad eons by NORR to any PaM with xhann NORR has nmemeree Ina.. nM1ad. SHEET INFORMATION ISSUES / REVISIONS NO. DATE DESCRIPTION 01 05.183 1 2W SET 02 06.17=1 5w SET SHEET TITLE BUILDING SECTIONS SHEET NUMBER A301 PROFESSIONAL STAMP EXTEND ROOF EXTEND ROOF EXTEND ROOF MEMBRANE UP AND OVER PARAPET PERMANUF MEMBRANE UP AND OVER PARAPET PER MANUF T/PARAPET MEMBRANE UP AND OVER PARAPET PER MANUF SPECIFICATIONS ITYP] PREFINISHEDMETAL COPING [COLOR TO MATCH -T/P-SIX 10'-0' SPECIFICATIONS ITYPI PREFINISHEDMETAL COPING [COLOR TO MATCH lv-0 SPECIFICATIONSITYPI STOREFRONT[ STOREFRONT] EFA YEIFSUF.OUTSUTATION MANTEM EF-1 98" DENS DECK PRIME PLUS SYSTEM W/ MOISTURE yH' DENS DECK PRIME 2' EIFS W/ MANUF. OUTSUTATION SR' DENS DECK PRIME DRAINAGE ON 6 MIL MOISTURE, PLUS SYSTEM W/ MOISTURE VAPOR BAIR BARRIER; SEE E%T. DRAINAGE ON 6 MIL MOISTURE, SEE STRUCTURAL SHEETS ELEVATONS FOR SPEC VAPOR AMR BARRIER; SEE EXT RRI FOR S RE & PLACEMENT SEE STRUCTURAL SHEETS 1OT EXTERIOR GRADE PLYWOOD ELEVATIONS FOR SPEC OF CANOPY SUPPORT FOR SRE A PLACEMENT SHEATHING; SEE STRUCTURAL EPDM ROOFING EPDM ROOFING OF CANOPY SUPPORT SHEETS FOR SEE&FASTENING MEMBRANE 1/2' EXTERIOR GRADE PLYW WD MEMBRANE SHEATHING; SEE STRUCTURAL EPDM ROOFING CUSTOM METAL CANOPY; R-3R RIGID INSULATION SHEETS FOR SEE A FASTENING R3B RIGID INSULATION MEMBRANE SEE EXTERIOR ELEVATIONS, ABOVE MANUFACTURER AOVE MANUFACTURER R38 RIGID INSULATION ROOF RAN DETAILS, AND RED. VAPOR BARRIER REC. VAPOR BARRIER ABOVE MANUFACTURER STRUCTURAL FOR MORE METAL FISHING; REC, VAPOR BARRIER INFORMATION ROOF FRAMING SYSTEM FINISH TO MATCH STOREFRONT ROOF FRAMING SYSTEM ROOFFRAMINGSYSTEM TOPY JI AND SHEATHING- 1 Y1' EXTRUDED METAL T/&SICK REVEAL AND SHEATHING - (REFER TO STRUCTURAL) AND SHEATHING- le. ]REFER TO STRUCTURAL] REVEAL MOLDING 1X.-0. [REFER TO STRUCTURAL] 1 QLPANOPY Jl 1T-B� RECESSED CAN UGHTING 1wU Safi TBGPUNN [%NOB[ SEE ELEV. MORE FOR MORE INFO. LIGHT COVE W/ LED STRIP LIGHT 121xs] 1-CONTINUOUS POLYISO RS RIGID INSULATION AND MOISTURE AMR RMIRIER; TAPE ALL SEAMS PER MANUF. RECOMMENDATIONS I2P EXTERIOR GRADE PLYWOOD SHEATHING SEE STRUCTURAL SHEETS FOR SEE B FASTENING T/STOREFRONT JD a- 9 BACKER ROD B SEALANT; COLOR TO MATCH STOREFRONT STAINLESSSTEELANGIE TO CAP INTERIOR WALL; HEM BOTTOM EDGE R-21 FOIL FACED BATT INSULATION EXTENDED TO UNDERSIDE OF DECK, FOILFACEON THE INTERIOR SIDE MASTICEDMEMBRANE STRIP CONCRETE SIRS ON VAPOR BARRIER IREFER TO STRUCTURAL] IR-101 PERIMETER INSULATION ITYPI EXTEND FROM TOP OF SLAB TO TOP OF FOOTING AS SHOWN 20' CONCRETE FOUNDATION [REFER TO STRUCTURAL] STOREFRONT AS SCHEDULED READY ACCESS AIR CURTAIN; SEE MECHANICAL SCHEDULE; ROUTE POWER THROUGH STOREFRONT FRAME READY ACCESS DRNE-THRU WINDOW, SEE WINDOWSCHEDUIE SACKER ROD B SEALANT; COLOR TO MATCH STOREFRONT BRICK EE STRUCTURAL ALR��S BR I— WeTHIN BRICK OVER 1-AIR BARRIER; SEE EXTERIOR ELFVATONS FOR SPEC; INSTALL O PER MANUF. RECOMMENDATIONS PROVIDE WEEP SCREENS BETWEEN BRICK ® 2V O C., TYP. PREFINISHEDFLASHING, COLOR TO MATCH STOREFRONT - 1%SLOPE r-G WATERPROOF MEMBRANE WALL SECTION - DRIVE-THRU WINDOW —W=1'W 112-EXTERIOR GRADE PUW OW) SHEATHING; SEE STRUCTURAL SHEETS FOR SEE & FASTENING 1' CONTINUOUS POLYISO RS RIGID INSULATION AND MOISTURE & AIR BARRIER; TAPE ALL SEAMS PER MANUF. RECOMMENDATIONS R-21 FOIL FACED BATT BRICK TIES, SEE STRUCTURAL R-21 FOIL FACED BATT INSULATION EXTENDED INSULATION EXTENDED TO UNDERSIDE OF DECK BRA. TO UNDERSIDE OF DECK, FOILFACE ON THE WP THIN BRICK OVER PAIR BARRIER; FOILFACEON THE INTERIOR SIDE SEE EXTERIOR ELEVATIONS FOR INTERIOR SIDE SPEC; INSTALL PER MANUF. MASTX:ED MEMBRANE RECOMMENDATIONS MASTK;ED MEMBRANE STRIP STRIP CONCRETE SIRS ON PROVIDEWEEPSCREENS CONCRETE SIRS ON VAPOR BARRIER BETWEEN BRI ;K@ 2V O.C.. TYP, VAPOR BARRIER (REFER TO STRUCTURAL] [REFER TO STRUCTURAL] RF101 PERIMETER MEFINISHEDFLASHING, [R-101 PERIMETER INSUILKTION ITYPI EXTEND TO MATCH STOREFRONT IOFROM FROM TOP AS �C01%BLOLOR TOF OF SILASTTING O pE OF FOOOTMG SHOWNSHOWN T/ SIPR'L PREFINISHEDMETAL COPING -T/PARAPET-06- [COLOR TO MATCH STOREFRONT] EF-1 Y EIFS W/ MANUF. OUTSUTATION PLVSSYSTEMW/MOISTURE DRAINAGE ON 6 MIL MOISTURE, VAPOR & AIR BARRIER; SEE IXT. ELEVATIONS FOR SPEC LOT EXTERIOR GRADE PLYWOOD SHEATIING;SEESTRUCTURAL SHEETS FOR SEE & FASTENING CUSTOM METAL CANOPY. SEE EXTERIOR ELEVATIONS, ROOF PLAIN +DETAILS, AND STRUCTURAL FOR MORE INFORMATION T1§.ANOPY J _ 1L''-W UNRESIGNAGEOUNTEDTO CANOPY,EE YF EXT. ELEV _ ff-DA' + Y-9' RECESSED CAN T/ WO'QI h UGHTING 12•-S• y 1 P(MBI 1ffi TBG PUNK SEE EXT. ELFV. FOR MORE INFO. LIGHT COVE W/ LED STRIP LIGHT [213951 V CONTINUOUS POLWSO RS RIGID INSULATION AND MOISTURE AMR BARRIER; TAPE ALL SEAMS PER MANUF. RECOMMENDATIONS WO-1 1ffi TBG PUNK SEE EXT. ELFV. FOR MORE INFO. 11 0 FUTURE WALK-UP MENU BOARDS BRICK TIES, SEE STRUCTURAL V RSPACE We THIN BRICK OVER PAIR BARRIER; INSTALL PER MANUF. RECOMMENDATIONS PROVIDE WEEP SCREENS BETWEEN BRICK ® M' OC,, TYP. PREFINISHEDFLASHING, COLOR TO MATCH STOREFRONT 1%SLOPE 2'-0- WATERPROOF WATERPROOF MEMBRANE MEMBRANE CONCRETE FOUNDATION CONCRETE FOUNDATION __? [REFER TO STRUCTURAL] (REFER TO STRUCTURAL] WALL SECTION - TYPICAL —W=1'W WALL SECTION - WOOD ACCENT a/e=Pp R! WKOD CLIADDING k WCIF- T, SUMS d' rc 0 1' 7 v PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIAL RENTALS LLC 102J Camngl' Nim 22M 100 C w] B&I Rlle Ngi�'ia 22901 [a3aI9BMe66T ARCHITECT NORR 325 Nonb La Salk StmR, Site 5W CChiow, MI WIU. STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 175B5 Nauau Co... Bo INI UM L .D .19959 [3021703.1no MEP ENGINEER ALKEMEYERSASSOCATES 3SIMa5NallA—ii. SL LOii6, Mi oun MI19 [31LI IMAM CIVIL ENGINEER TIMMONS GROUP NBP..A.,S.2N Chan —I., Wgim 229IX1 NOTES rnM rYaxi�g lies been PeParal stleN for me ux m ma I, OROweareno,MTi OmN R Ms matle by ORRioa�ry DaMwMI xlwm NORR lab nmemereaimoacomratl. SHEET INFORMATION ISSUES / REVISIONS O. DATE DESCRIPTION 01 N.183N1 ST%SET V N.173N1 N%SET SHEET TITLE WALL SECTIONS SHEET NUMBER A401 PROFESSIONAL STAMP 2P-61rz'it CANOPY PLAN `DIMENSIONED v sm 1H'=t'p b s m N o W b 0 L Yt305 L %WO6 (z2) N b wnt _ ID N b s-ow• zt o tl I I N b I b 1'-111? b b I b I I j b N N S-0' S-0' S-0' 1'-91rz' an-r PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIFL RENTPLS LLC 102J Lam�glm PMce, Suile 100 CM1aNml�ville,Ngi�'ia Y[901 laaal 96Mess] ARCHITECT NORR azs rvonn Ire sale! Brea, sme soo cbiwMl, Mims 60656 romclm STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 17665 Nauau COmmOn¢ &ukvlJ, Unit l evss, 0elaware19956 laozl ]03.1 no MEP ENGINEER ALKEMETERSASSCLWTES 353 Ma5M1all Ava'me $I. LOii6, Missouri [3119 laul mze]az CIVIL ENGINEER TIMMONS GROUP W6 PrMlm A., Sii! 3 W CM1arl—le,Ngim Y[9IX1 I0.NI 32].1869 NOTES rnM rYaxi�g lies been PeDaral saeN 1!r me ux m the tlimt, antl Owre are no repr�anaeons m aM Mod matle by NOIRE iOa, DaM'^ham NORR M1a6 nmemereaimlaclmraa. SHEET INFORMATION ISSUES /REVISIONS No. DATE DESCRIPTION 01 W183M1 TO%SET 02 06.173M1 50%SET SHEET TITLE BUILDING DETAILS SHEET NUMBER A501 PROFESSIONAL STAMP EXIFNOR 98HASE SCHEDULE -'S' NESIoNiol CWMT I DESCRIPTION FURN.IWlINST.BYj COMMENTS SIGNAGE - DISK 131G1 1 SIGN- DISK 3F ILLUMINATED FLUSH SB GC LLTOPROVIDEBLOCKINGANDCONDURAS MOUNTED EVCLVFD-i8IN I2OMM REQUIRE➢. GC TO COORDINATE WITH HILTON DISPLAYS: STASW ROHN. STASIPAOHN®HILTCNDISPIAYS.COM SIGNACE - DRIVE THRU 1LW1 1 SIGN- DT DIRECTIONAL ZITMGN SB GC LL TO PROVIDE FOOTING AND CONDUIT. GC ILLUMINATED ARROWSERIES-igN11]0MM TOCOORDINATEWITHHILTONDISPLAYS: STASA ROHN. STASIPAOHN®HILTONDISPLAYS.COM 141w 1 SIGN- DTCLEARANCEBARARROWSERIES SB GC LL TO PROVDE FOOTING. GC TO FREESTANDING COORDINATE WITH HILTON DISPLAYS: STPSIA ROMW STASIPAOHN®HILTCNDISPIAYS.COM 1H.92] 1 SIGN- DTDIRECTONALILLUMINATED SS GC GC TO COORDINATEWITH HILTON ARROINSEMES-i6011170MM DISPLAYS: STAMAROHN. STASIPAOHN®HILTCHDlS% YS.COM 14633 1 SIGN- DRNETHRUILLUMINATEDARROW SS GC LLTOPROVIDEBLOCMNGANDOONDUITAS SERIESFLUSHMOUNTED-RH-621NtMYMM REQUIRED. GC TO COORDINATEWITH HILTON DISPLAYS: STASH ROIAW STASIPAOHN®HILTCHDlS% YS.COM SIGNAGE-OTHER 21M 2 SIGH-SMINUIEPARKING SBM1L GC SIGN PANEL BY TUBEART. FURNISHED BY 1 SBAND INSTALLED BY GC. SIGN PoLE, FOOTING AND BOLTS BYLL X(010 3 SIGN - DEgCATED CURBMOE%CK-UP $HILL GC PoI ILL. SIGN PARKING HAN.)EY BY TENANTVNDOR, PROVIDED BY TENANT VENDOR. SIGNAGE-WORDMARK 1&Bf 2 SIGN- WORIXMRKSTARBUCKSFLUSH $B GC LLTOPROVIDEBLOCKINGANDOONDUITAS MOUNTED-t'tlN 3O5MM REQUIRED. GC TOOOORDINATE WITH HILTON DISPLAYS: STASH ROIAW STASIAROHN®HILT DISPIAYS.COM 9TE 80HEWLE.Y 5vaiMMID1 COUNT I lFURN.BYjIW.IPfl00YYENN, E%TERIOR MENU INKS 6 MENU BOARD -WALKUP -2B%211N SB SeK9C LLTOPROVIDEWALLBLOCKINGAND 710%6MMM EIECTRICPLAS REQUIRED. 14116 1 MENU BOARD- OT DIGITAL ORDER SCREEN- SB SSAC SUPPLIER: IT EQUIPMENT VENDOR DONEM FIAT BLACK MTW28 SCREEN INSTALLER REGIONAL SIGNAGE VENDOR, EIECTRICPL: GC CONNECTS DOS WHIPS8STO OCB. LL TO PROVIDE CONDUITAND FNDFOO OOTING. 14119 1 MENU -16N)MM ELFREESTANDING- SB 5&G(.' SUPPILIER: VENDOR RSIN27BOARD 108%C51N 2]i$%1650MM-RAT BLACK MTW28 INSTALLER REGIONAL SIGNAGE VENDOR GEVEND LLTO PR 1HY0 1 MENU BOARD MENU SB $&Cdl : DT SIG ACIE VENDOR FREESTANDING-35X651N 915%1659MM-FLAT INSOPRO REGIONAL ND INSTALER:OTBIGNAL GEVEND BIACN MT0028 FOOTING, LL TO PROVDE CONDUIT AND FOOTING. 1$]Ip 1 DTI DIGITALORDER SCREEN SB $flIGC EGUNALSI VEND'JR(20NE5). CONTROL BOX CONTROL INSTALLERREGIONALION: EVENDOR INSTALLEER: EIECTRICPL CONNECTION: GC. OTHER 10163 1 DTWINDONSHELF-561N tI20MM-OBSIOLW ILL ILL OBSIDIAN PAPERBTONE H4NDOFFONALF,BY PANELTECH LLC. CONTACT: MINE MILLER MIL ER MIKE3TONEPR000CTS.COM,$61N X INN XN t95 W 1 DT WAYFINDING GRAPHIC EXIT ARROW $B GC G C TO COORDINATE WITH $BU%VENDOR WHIM 19101 1 GT WAYFINDING GRAPHIC ENTRY ARROW - $B GC GC TO CCCROINATE WITH $BU%VENDOR GREEN 10103 9 BOVARDNONILLUMINATED SQUAREFLATGC GC BUPPUMNLL ESTAER: GC. BIACNMT0028002B 19163 1 OPY FREESTANGING- DTTBLACK SB SB BSTALIL R:: VENDOR (DSA,t. MTNQ8 FIAT BLACK MTW28 REGIONAL E VENDOR INSTALLER REGIONAL12 1e.tt3 2 DIRECTIONAL DOUBLE $B GC FOR REFERENCE PALM 205t2 FOR RROW-RAPHIC DOUBLEPA SPECIFICATIONS 1L1'26 2 LNG GRAPHIC DOUBLE WAYFINDING GRAPHIC DIRECTIONAL $B GC REFERENCE PALM 20511 FOR DOUMEARRGW - WHITE I I ISPECIFICATIONS XOWt 2 VEHICLE DETCLTCR LOOP $B GC SUTALILE GTAUDIO VENDOR (HMF LER GC OR LANDLORD -REFER TO WORK IA FORVERIFICATION. WORK XOW'1 2 BIKE RACK-OLYMPIA LL LL FORMS SUR BIKE RACK. WWWPORMS-SU FXES.MPIA INSTALL PERVMANUFA TURFACES.COM; PER MANUFACTURERS RECOMMERD.SCRE XOW3 1 SCREENING ILL ILL SCREEN UTILITIES AND DT LANEWN AS LA EASSHO X0010 1 OUTDOOR BENCH SB GC WCCDBENCH CAST IN PLACE CONCRETE B45E E RESPONSIBILITY LEGEND GC GENERAL WNTRACTOR LL LANDLORD SB STARBUCKS PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIAL RENTALS LLC 102JC wfle'' Aim ZM( 100 CM1N SM'sae, Ngiaia 22601 1H3+1 eee e66] ARCHITECT NORR 325 NmIM1 La Salk Stm. Site NOR Chimp, Wiens 60654 rolrtam STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 175S5 Nassau C... Btuk .UM3 I .0e .19958 13021MAn0 MEP ENGINEER ALKEMEYER 8 ASSOCIATES W3Ma.hall Avenue M Buis, Missouri 63119 131.11 MARO CIVIL ENGINEER TIMMONS GROUP GBPRSIm A..S.2W CM1YMI Wie, Vagina Y N)G I+'AI an.l6ee NOTES thernistr 'I. Veen prepaNeN saleNrOrm ." ma Nien, ORORRare a RPRSHaa90nsm haam male Ey lJ'IN.a ny PaMu6M1'^ham NORR has nmemerea imo a mmRe. SHEET INFORMATION ISSUES / REVISIONS NO. DATE DESCRIPTION 01 05.18=1 20%SET 02 W,17=1 SEX MET SHEET TITLE SCHEDULES SHEET NUMBER A601 PROFESSIONAL STAMP ooOR scxmuLE-••o^ omlox to MARK oEacRllmox rnoTx xeoxr xARolxaRESEr FURx ar Ixsr aY COMMENTS Ezlpgr t01B0 BS OWR-SINGLE FLUSH-3xN 3'-0' T-0' ] LL ILL 211Nr 0• OdJR-SINGLE SERVICE-351N 9t5MM 3'-0' T-0' 2 LL ILL 2110] 63 CdJR-aINGLE SERVCE-021N t0]OMM 3'-6' T-0' i2 LL ILL 3 GENERALNOTES A STARBUCKSVENDORTOMCAADEDOORHARDWARE COMPONENTS. GC TO INSTALL B. SEE SHEETA101 FOR TAGGED LOCATION OF IXTERgR WORS AND WINDOWS. C. EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, CLOSETS OR SIMILAR SPACES. (10142) M PANIC AND FIRE DUT HARDWARE, WHERE INSTALLED ON DOOR LEGEND MO S;q THIS BUILDING SHALL SATISFY THE FOLLOWING d) THEACTUATIONPORTIONOFTHERELFASINGDEVICE EXTERIOR EKTERIOR EKTERIOR SHALL MEND AT LEAST ONE-HALF OF THE DOOR LEAF WIDTH. b) THEMW(IMUM UNLATCHING FORCE DOES NOT EXCEED IS POUNDS (IS KG). \� c) PNOTED OR BALANCED DOORS SHALL BE OF THE PUSHPAD TYPE WHEREPANICHARDWAREIS REQUIRED AND THE PAD SHALL NOT MEND ACROSS MORE THAN ONE-HALF OF THE DOOR WIDTH, MEASURED FROM THE LATCH SIDE. d) PANIC HARDWARE LISTED IN ACCORDANCE WRH UL305. SINGLE SINGLE STOREFRONT BERICE FWSH METAL FRAME SINGLE e) UL I0CA HARDWARE LISTED IN ACCORDANCE WITH (TYPE B) UL 10C AND UL 3a5. E. SPY SCOPE HARDWARE WHERE INSTALLED SHALL BE CENTERED IN DOORAT W OMMM) AEF. F. WINDOW GLASS IN THE ENTRANCE CORRIDORS SHOULD NOT BE HIGHLY TINTED OR HIGHLY REFLECTIVE WINDOW GLASS IN THE ENTRANCE CORRIDORS SHOULD MEET THE FOLLOWING CRITERIA VISIBLE UGHT TRANSMITTANCE rATj SHALL NOT DROP BELOW J .VISIBLE LIGHT REFLECTANCE rVLAI SHALL NOT EXCEED 30%. V 9-101w 5 10'-33�a^ Y x 112 2' Y-11 Ne Y x 11n' Y Y 2-631" 2' 3'-11 t2" T 3'-1Im 2- N N N # # N b F ry F 7 to 2 � N � W1 E1 10'-6 5'-w Y 5'-0' T 6-V 2' S-V 2' T 5'-0' 2- 5'-IT 2- H men ro M 5M M N N N1 N2 N3 REMAIN 1 �° UNLOCKED WHEN BUILDING IS OCCUPIED' �i — 2 Seonig De.•'vzs LEO]T-Rn Cone Cq�NinaleJ'A'Kryw-Y Fawn AV - Fee metrndn door "Id Neer wing! aTpiFFROxTBCHEWLE oEMax to couxr oEsaaPnox FI1Rx. Br lxer. er COMMENTa NTIWIN t0116 1 WINDOW-DT HURRICANE RATm Iq LL LL READY ACCE$$-DT WINOgN-�OSERIES TRANSOM-99XHIN t205K1ta5MM-IMPACT SINGLE PANEL RUDER W/MCER USE IN RATED GLASS COW UNCTION WITH PA3W HEATEDAIR CURTAIN. CONTACT:ANNA ELLIS ANNP�REPDY-ACCESS.CIXA t2310 1 WINDOW-WALKUP-36%501N 915X12]IXAM- LL LL READY ACCESS-WPLKIIP WINDq/J-2]5 STANDARD GLASS SINGLE PANEL SLIDER SERIES W/ MOER. USE IN CCNJUCTON WIn1AA100 FLY FAN NONHEATED AIR CURTAIN. CONTACT: ANN4EWSANNP�REPDY-ACCEa$.CCM kEDHAXIC01 EpIIpMEXT BDHmMIE. "M' DE&Ox IO COUNT- DmCPoPIX)X FUXX. BY IHST. BY COMMENTS FAN t0]2t 1 FPN-DTAIR CURTAIN-221N S60MM LL ILL INLLUDEAS PARL OF OT WINDOW PACKAGE t09d< 1 FPN-DTAIR CURTAIN WInI HEATER-ONN LL ILL READY ACCEa$-PA3W HEATEDAIR CURTAIN. INCLUDED A$ PART OF DT WINDWJ POGNAGE. DOOR HMOWME SET NO. 2 � Fw rew BXpk Yuninun main OmryNtl1 JOw X0. Xem MscXPMwI ManlCadOrOr FlnMll 3 Hd�gkg Deukcs TH231NNPB91 MnWay 630 1 Segaig Devizs M5185tS OWtlbN PJdms Rile 628 g Nrryl59n: THIS DOOR MUST DOOR HAROWMEBEf X0. ] kB/ntl MKk M0. XMn MKXPXwI Mnnulaqumr FlnMIL 3 Ha�gig OeW[es TA2]19RAPB]9 Hinge MacPm Bearing 45z45 MCIOncy UT — I 8eomrg Dukes B-PBSt05LNILLmrSlwerOwn Yak Lock 626 LC BPB5f05LNL93J9]1-YJ 1 8eoinng Dezkxs C�]T-Pon Core Conbinmetl'A'Keyvdy Falcon LOIX 626 1 Closing Devkxs 8916 Dov gosp8916AF69P Donna 669 2 Prokctirx Trim Uri6 N1050 BIE pekTYale V. 30'each M. 32D Rockvwtl 630 3 Acpswres W' Gf RdYMraigger Glynn JOM1r¢on Gory 1 5lgm yd Hoxers 0]S WwSxq vd HMkldD Rorhvwtl 626 DOOR HANOWORE SET NO. 62-FwemedorM witle swvice tla0r DOOR HANOWORE SET NO. 62-FwemedorM witle swvice tla0r No. Xan Oa[XPUwL Manufamumr FlnMD 3 Hanging @vies TH231i/MPR91 HInge MaWro Bean�g 45x45 MCKlnney 630 1 8eoinrg Dezkxs Cam]] -Fri Core Lonbinmetl'A'Keyvey Falrvn Lod 626 1 8eomrg Dezkes 1/02CWLL31C Auld Lodi�g �m Nann, IC; No CUR Includes MaNse Cylinder Surlod 1 Closing Dukes 8916 Dov gosp8916AF69P Dome 669 1 Prokcbe Trim Uri6 K1050 NE Kx'.FpM1e 10'x NY' Rodxoatl 630 1 Ac¢swres 137NA WeaIM1erSNp2tl 02'z8i' National GuaN A 1 Ac¢swres Dry SneeptW52CNB36 Ppdo A 1 Mis Na�cwslians 0S/10W Dme$mpe � $M.tt 1 Mis Na�cwsliars MCV309MNHGL CmrBdl Nulwe AS Se41N �+ F PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIFL RENTALS LLC 102J Lam�glm Pkce, 9✓Ae 100 CM1abllssNle, Ngicia 22601 la3al9Be e66] ARCHITECT NORR 325 North La Salk Sireei, Sink 60] CM1iw9o, Wiens 6065d roucOm STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 17595 Nasaau Commtna Rcukvytl, Unit Ltwes, DNanare 19958 13021 TW.1 no MEP ENGINEER ALKEMEYER 8 A530LIATES 3.53 Marsball Avenue $L Buis, Missouri 63119 lain ]aeTaz CIVIL ENGINEER TIMMONS GROUP WB Preslm A., 5uk2W CM1wknesvile, Vagina 2290i l4'4I 32].1889 NOTES Thk rkawing Nas Deer PepMM sdeN for me ux m IDe tlimL a. iMre are n0 reprssmlation5 of arty MM male by MORE iOany PaMvnID'^ham NORR Das ndintoned imoacdmratl. SHEET INFORMATION ISSUES /REVISIONS NO. GATE DESCRIPTION 01 05.183M1 20%SET 02 06.173M1 50%SET SHEET TITLE WINDOW AND DOOR SCHEDULES &DETAILS SHEET NUMBER A602 PROFESSIONAL STAMP PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIFL RENTALS LLC 102J Lam�glm Pkce, 9✓Ae 100 CM1abllssNle, Ngicia 22601 la3al9Be e66] ARCHITECT NORR 325 North La Salk Sireei, Sink 60] CM1iw9o, Wiens 6065d roucOm STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 17595 Nasaau Commtna Rcukvytl, Unit Ltwes, DNanare 19958 13021 TW.1 no MEP ENGINEER ALKEMEYER 8 A530LIATES 3.53 Marsball Avenue $L Buis, Missouri 63119 lain ]aeTaz CIVIL ENGINEER TIMMONS GROUP WB Preslm A., 5uk2W CM1wknesvile, Vagina 2290i l4'4I 32].1889 NOTES Thk rkawing Nas Deer PepMM sdeN for me ux m IDe tlimL a. iMre are n0 reprssmlation5 of arty MM male by MORE iOany PaMvnID'^ham NORR Das ndintoned imoacdmratl. SHEET INFORMATION ISSUES /REVISIONS NO. GATE DESCRIPTION 01 05.183M1 20%SET 02 06.173M1 50%SET SHEET TITLE WINDOW AND DOOR SCHEDULES &DETAILS SHEET NUMBER A602 PROFESSIONAL STAMP