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Home My WebLink AboutARB202100042 Plan - Approved 2021-08-25 (2)Khristopher Taggart, Digital Signature Approved Plan August 25, 2021 p T 1T-0' rL I ! 23 1T ° I - , T ' 1 I #11 I # i I #Yz it #1: if : .aitf 11 ilt �� lix<I iil=.il lil_,I liicel###ll ' elite #illlff_I itl ttl ttl t# O O 18 fI " _1 .. 2 J.... (� J 31 PROPOSED STARBUCKS O COFFEE COMPANY 1200 SO FT. i g204 1 5 I°II� I 29 A402 / 15 lilt ttP. lilt I l Ii #ti III# t lilt 25 lilt tttt li it flit i lilt lilt lilt lilt 9 lilt *lit lilt lilt G�i 26 lift l # t zs O tit# lilt lilt lilt lilt lint tit# ill# Amz title ?6 #yY{ # l #k ##& ############ l g # hilt#llii + \lilt, ills a###llI ill i lit,ii#tt 21 °ilt##tit# !� v l litil#li 10 l#ttll## tl#ll ##lit lit, it##tit t#tiit it ######### lit im ,3 PnJ6 11 1z I OO—N ARCHITECTURAL SITE PLAN - FOR REFERENCE ONLY I II ### I fill fill lilt I u 3 B tit lt L tit LJ� -f l### ,e lilt lilt Ill! lilt lilt lilt lilt A203 # l i t iii///PP7 zz Il##it r a* I it lilt O _ tt lilt lo-� B lilt TTP. ###lilt -. i#lt#S z3 Milli lilltli Itl#.t Iiit#1 ii#t## tlltt# ill# O W Itl��lit liltle B lilt litliit lt - lilt iall.�i3 tttt 6-6° 1 12'-OP 1 6-V fitlyM it it lilt ill# lilt lilt it It lilt lilt l#tt lit I I lilt lit l,. b KEYED NOTES t UP SERVICE DOOR BYLL 2. W CUSTOMER RESTROOM DOOR BY LL. 3. 4P REAR SERVICE DOOR BY ILL. 4, TENANTS SIGNAGE VENDOR TO COORDINATE APFROVALS AND PERMITS FOR EXTERIOR SIGNAGE SEPARATELY AS REQUIRED. NOT INCLUDED IN TENANT BUILD-OUTAPPLICATION. 5. PROVIDE PROTECTIVE BOLLARDS ON BOTH SIDES OF EXTERIOR UTILITY SERVICES ADJACENT TO VEHICULAR TRAFFIC. EXAMPLES INCLUDE FIRE STAND PIPE, GAS, AND ELECTRICAL METERS, SITE TRANSFORMERS, ETC. 6. FREESTANDING ILLUMINATED DRIVE THRU DIRECTION4L SIGN. LLTO PROVIDEAND INSTALLCONDUIT, FOOTING, AND ANCHOR BOLTS PER LLWL. ]. FREESTANDING ILLUMINATED DRIVE THRU EXIT ONLY THANKYOU' SIGN. ILLTO PROVIDE AND INSTALLCONOUIT, FOOTING, AND ANCHOR BOLTS PER LLWL 3. SPANEL FREESTANDING MENU BOARD. LLTOPROVIDEAND INSTALLCONDUIT, FOOTING, ANDANCHOR BOLTS PER LLWL 9. DIGITAL ORDER SCREEN AND CANOPY. LL TO PROVIDE AND INSTALL RONDUIT FOOTING, AND ANCHOR BOLTS PER LLWL. REFER TO DOS CONTROL BOX DETAILS FOR MORE INFO, 10. FREESTANDING PRE MENU BOARD, LLTO PROVIDE AND INSTALL CONDUIT, FOOTING, AND ANCHOR DOLTS PER LLWL. 11. FREESTANDING CLEARANCE BML LL TO PROVIDE AND INSTALL FOOTING ANDANCHOR BOLTS PER LLWL. 12. WAYFINDING ENTRY A EXIT GRAPHICS. REFER TO SITE DETAILS FOR MORE INFORMATION. 13. WAYFINDING DOUBLE ARROWS ON PAVEMENT. REFER TO SITE DETAILS FOR MORE INFORMATION. It DRIVE THRU WHOM, HAND-OFF SHELF AND MR CURTAIN BY UL 15 S SQUARE NON ILLUMINATED BOLLARD AT WALK UP PICKUP WINDOW AREA AS INDICATED. 16. INSTALL VEHICLE DETECTOR LOOP O CENTERUNE FOR INFORMATION. 1Z INDICATESCANOPYABOVE. 18, WHEEL BIRDS, TYPICAL 19. ADAPARKINGANDSTRIPING. 20. OUTGOOR PATIO AREA 2L TRASH ENCLOSURE. MASONRY TO MATCH BUILDING'S EFICK VENEER. SEE DETAILS FOR MORE INFO. 22. TWO MOBILE ORDER PAY PARKING ONLY' SIGNS. ILL TO PROVIDE FOOTING. SIGN BY STAMUCKS, INSTALLED BY SIGNAGE VENDOR. 23. LL TO PROVIDE W THICK NORMAL WEIGHT REINFORCED CONCRETE PAVING THROUGHOUT DRIVETHRULANE. CONCRETE SHALL EXTEND WIDTH OF DRIVETERNLANE OR MINIMUM 17-0° FROM EDGE OF CURB. THE LENGTH SHALL EXTEND FROM ENTRY OF THE DRIVE THRU LANE [12 FEET FROM THE CENTERLINE 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 ONLY' SIGNS. LL TO PROVIDE FOOTING AND POST, SIGN BY STARBUCKS, INSTALLED BY SIGNAGE VENDOR, 28. 6-SQUARE NONILLUMINATEDBOLLARD. 27. RETAINING WALL 29. LA DSCAPEAREA 29. ACCESSIBLE PATH OF TRAVEL TO PUBLC WAY. 3R. WALKLP PICK-UP WINDOW AND AIR CURTAIN BY LL. It REAR SERVICE DOOR / UTLTY SCREEN. SEE DETAIL FOR MORE INFO. 32. LOADING SPACE PER CIVIL. 33. INDICATES PROPERTY UNE. 34. PROPOSED SCHIER G&75 GREASE INTERCEPTOR LOCATION. REFER TO ONIINLUMBING FOR ADDITIONAL INFORMATION. LEGEND lull LANDscAPE AREA tIl#t ONEWCONCRETEDRNETHRULANE GENERAL NOTES A REFER TO EKTERIOR ELEVATIONS ON SHEET A201 FOR BUILDINGSIGNAGESIAGE LOCATION AND DESIGN ID, REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS. B. LANDSCAPING TO BE PROVIDED PER ZONING CODE AND SUSTAINABILTTY REQUIREMENTS. C. DRIVETERNEQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION AND MONITORS SHALL BE COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. D. GENERAL CONTRACTOR TO INSTALL TWO (2) STARBUCKS PROVIDED DETECTOR LOOP CONDUITS. ONE CONDUIT AT THE ORDER POINT AND ONE CONDUIT AT THE DRIVE THROUGH WINDOW PRIOR TO INSTALLATION OF THE DRIVE LANE SURFACE, PER STARSUCKS REQUIREMENTS DOCUMENT E. PROVIDE DETECTABLE WARNING (IF APPLCABEPER LOCAL CODE) AT TRANSRKIN FROM SIDEWAU( TO DRNEAISLE. F. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE SLOPE NOT TO EXCEED 2%IN ALL DIRECTIONS. G. REFER TO ELECTRICAL DRAWINGS FOR SITE RELATED ELECTRICAL WORK. H. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SH BE ELIMINATED. 0�.,�°,a 16 zI PROJECT NORR PROJECT NO.: 214014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIALRENTALSLLC 1024 Lamnglm ninm 22901 [4 41989991e, Wgina 22901 14541969666] ARCHITECT NORR 325 NMM1 La Salk Saar Site ADA Chimp, Room 60654 man. STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 17585 Noonan Con. BtukvaN, U.3 ICMR Damao. 111958 1302I M I770 MEP ENGINEER ALKEMEYER &ASSCCNTES 353M Mi Amem StLavin,ia, MinaWfi 0119 13141 ]]2.1]02 CIVIL ENGINEER TIMMONS GROUP 60BP.ANAMamm,Sit200 CM1arlmlaamdle, W9i. 22903 I0.N132].1699 NOTES TOa cant no M1an been no wammommo slam, W me II, one Dam areno�reseeamnnmarrya male by ,11ma.oanypaMmiMi'Mam NORR M1as nmemereeimRamn0am. SHEET INFORMATION ISSUES / REVISIONS NO. DATE DESCRIPTION 01 0SI82R21 20%SET 02 WA72021 MM SET SHEET TITLE ARCHITECTURAL SITE PLAN SHEET NUMBER A001 PROFESSIONAL STAMP F Y 3 Y 14116 g996 Yi5 —1t b NY 14163 p Y 16193 p vxo991 I 3 p aY ,41M Try JTp 1H03 ENLARGED ORDER POINT 2 A9Oe IT 0- I I I In ENLARGED DRIVE-THRU WINDOW r�ENLARGED BIKE RACK AREA v sr 1/L'=1'-0' I ENLARGED PATIO Us� va•=ru• r aa• EASEOUT3IDE CORNERS, TYP. NOTE: ALLBENCHFRPMINGTOHAVEBIACKPo ERCOATFINISH. BBUX DESIGNER TO APPROVE FINISH PRIOR TO FPBRICATION. SEESTRUCTURALORAWINGSFORADDRIONPL INFORMATION Nr//JC �312' 31? IM 31W 1? SIC' 1Y SIC' 1/T. 31? N EASE OUTSIDE CORNERS, TYP. STEELTUBEFRANING EASE OUTSIDE CORNERS m s s CONCRETE BENCH BASE 2' T-51W 61M. YO X-11W nni,•aRETE BENCH - SECTION U r=• PROJECT NORR PROJECT NO.: 214014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIALRENTPLSL6 1026 Camnglsl PINS, SUAe 10p ChM wille, Vi im Y ffll Ie341 RIBS9567 ARCHITECT NORR 325 NMh Ia Salk Si H S SDD CM1idga, Wima 6965d rort.cmn STRUCTURAL ENGINEER PILOTTO ENGINEERING 17505 Na55auC .. Btukva.N, UM3 LtvRs, CNavare 19959 13021 M MO MEP ENGINEER ALKEMEYER & ASSOCIATES WGMarshall Avenue SI.I is, Missouri MI19 131a1 M M CIVIL ENGINEER TIMMONS GROUP WRP..Avtvre,Su = ChM—dle, Yegi. UDD Ia3a13Y1.lass NOTES rnistr 'y lvs Been amarel scbNrorme rises me aiem.ORRt. arenorepressMtions Or M maw by iany DaMvnSl'Mv'xn NORR h.M1as notemereaiM.mo.mmray. SHEET INFORMATION ISSUES / REVISIONS NO. DATE DESCRIPTION 01 05.183 1 2W SET 92 95A7=1 5WSET SHEET TITLE ENLARGED SITE PLAN DETAILS SHEET NUMBER A002 PROFESSIONAL STAMP 3B'x38"(B15nm) MIN. CLEAR 'L Y-10'(BGMnm) 9'-31n'(100ynn) AREA FOR CONTROL BO% (2) CONDOR FROM CONTROL BO%, r , ROUTE TO DRIVE THRUWINDOW (1) CONDUIT FROM CONTROL BOX, ROUT=TOELECTRICALPANEL OUTLINE OF DOTAL ORDER r--- ---�~-----Tr-- SCREEN CONTROL BOX (1) CONWO, STIBUP BETYEEN CANOPY MESH AND E w B SIDE OF DOS FOR CANOPYUPUGHT, ROUTE TO Q SIGNAGE POWER M I- TT y' NON-ILLUMWATED BOLUWD B y _)—I, ON CONCRETE FOOTING a 3 r 16'-T (1) CONDUR, ROUTE TO ELECTRICAL PANEL CONCRETE FOOTING OUTLINE OF MENU SCMD —16VI Ep EDGE OF CONCRETE FOOTING(DATUM POINTS REPRESENT CENTER OF CANOPY WE PIATES) SI NO ES: (2) _ t. IFUTILIZINGE%ISTINGFWTNG(B1 FOR OUTLINE OF OIGRPL ORDER SCREEN _ SIGNAGE INSTALIATIGN, FASTEN TO THREADED DOLTS. EDGE OF CONCRETE CURB - EEXISTRMINE E PROVIDECINDUOASNOTED.EN. CONDUIT TO CONTROL BOX OTIN. BOLTSARE IN SOUNDING F 2. IFABANDONING IXISTING FOOTNG(5) IN DETECTOR LOOP EWE CENTERED ON SPEAKER POST PLACE, OUTCONDUITANDTHREADED BELOW IN CONDUITOR BOLTS FLUSH TO TOP OF FOOTING. INALGRAOE VERIFY 1�VERIFY NO METAL IN SLAB WITHIN 36'(9tTimi)OFLOOP. FLOOR. L J OUTUNEOFCANOPYABOVE nDTE - 5 PANEL 200 DT MENU BOARD DIGITAL ORDER SCREEN WITH CANOPY U a� 1n'=rn• FRONTELEVATON 4'-51m OPEN WIRE MESH OUTUNE OF DOS SIDE ELEVATION 5-av4' ALL ANCHORS TO RE PROV OED BY G C BASE COVER OLINE ALLCONDUITaTUB-UPSTO BE 3'ABWEFOOTING OUTLINE OF BASE PIAIE jIYP') ELECTRICAL ROUTE (8)MICHOR BOLTS STUBLP CONDUIT PER EWE OF CONCRETE rzz• OT PO$ EIEGTR•CAL SITE PLAN STEEL BASE RATE STUB -UPS WELDED TO STEEL NPOSTS BY MFR. �• Im HOTDIPPED • DETECTOR GALVAN= ,�>, IDOP STUBUP a IEVEUNG NUTS (B)REQUIRED NON STRUGTUR� WE COVER II I I I- I I I I L- r _J ORENGMGRACE p II II II �_J IL �I- J III FILL nnnn II II II III O IIIIIIII 6'MIN. III II ro III UPIICHT I w IIII T° m bD _ ___ fl-J) Ili j� STUBUP �I YII a v CONDUIT O —II'T TIT— O O- (GALVANREDANCHOR RODS w L`r=JJ Y w O as WITH 6'MIN -EMBEDMENT, U u rc4' PROJECTION ABOVE FOOTING Ly O 0, (TTP. ATEACH PLATE) 3'CUR. 14AT12'OC EACHWAY, 3'PILE - 5'-6' TOP B BOTTOM g_6• 634' 4&PI 6' Ep 63N' EO. 6' 1434' N o� PO F. SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER s-c DTE DOS CANOPY GROUND FOOTING ae =P-0 n DTE DOS CANOPY BOLT PATTERN (TOP VIEW) Y—1'=1'O D)C4XT25 STEEL CHANNELS WELDED TO STEEL BASE EATERY MFR_ (TYP. AT EACH BASE RATE) 4'-T v4' 1'-31M 2'-0. V-31m 11n• v-otrz• 134• 13/4• T-01n• 11n' CUTOUTS i I w o.TSTHICK - A365TEEL W PLATE - q PJ P P (4)THRU P FRONT 414' HOLES FOR 4NP EDGEOF MOUNTING DRIVE IANE T (TYP. AT EACH T SIDE 845E PLATE) V-31W DTE DOS CANOPY BASE PLATE 3 �,'_,'� ON , 1 0114 SEE GROUND FOOTING DETNL FOR ROD LENGTH SEE 8EPARATE DUAL FOR ANCHOR ROD PATTERN N FOUNDATION (3)'m HEAW HE% NUTS ALIERNATEADXEBIVEPO8TJX8TALLEO ANCHORS: B WASHER -GALVANIZED HILTIIZDI HWAOHESNECAPSULESATS-EMBEDMENTWRHA36 TACK HOT-0IPPED GALVANIZED THREADED STEEL RODS AND HARDWARE. NUT ,.. (6)REQUIRED TO ROD 12 HEAVY HIX (4) in' DIa A35THREADED HOT DIPPED G VANVED NUTWITHWASHER ANCHOR RODS WITH WVANVED HARDWARE BDEJRECIFO FOOTXO ENGINEERING REQUIRED BY UCENSED ENGINEER DTE DOS CANOPY ANCHOR ROD 5 � 3 =,• FRONTELEVATION SIDE ELEVATION 5-0. STEELMOUNTNG [] 843E PLATE WELDED TO STEEL CHANNELS HOTDWPED DALVMPTFD LEVELING NUTS (4) REQUIRED El NON-STRUCTURAL 845E COVER In NATURALGRADEOR ENGINEERED FILL N - WMIN. Or CONDUIT U, o (4)Im D1A N r X 11 LONG GALVANIZED O ANCHOR BOLTS; 4' 3' MIN, PROJECTION ABOVE rc FOOTING (3)MIDES WITHIN O� • FIRSTS'THENIG m TES AT 12' GC. (8)MvFRTb RM SPACED EVENLY AROUND PERIMETER Dla so- G C. RESPONSIBLEFOR FOUNDATIONS AND FOOTINGS ONALL MENU %RDAND DRIVE THRU ELEMENTS. SIGNAGE VENDOR TO SUPPLY TEMPLATES AND INSTALL MENU BOARDS ONLY. SR68PECLFO FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER nDT 5-PANEL MENU BOARD GROUND FOOTING x'=PJ1' 2-6'Ola aim sirs• 61W aim ROUTE CONDUIT PER ELELTRICM I ' SITE PLAN CONDUIT � -- ----- I ----- I ABOVE - FOOTING I COVER I OUTLINE v (Q ANCHOR BOLTS ANCHORS _ PROVIDED BYGC FRONT EDGE OF ORNE LPNE SIDE $ITEJiPECBIC FOOTING --.-RING REQURED BY LICENSED ENGINEER DTE 5-PANEL MENU BOARD BOLT PATTERN (TOP VIEW) n� nrz•= PL' 2' T Ep. 1'-1P Ep. HOLEFOR EWER CONDUIT �T To m 21m SQUME y�T XMe PLATE fr§+f�l WASHER d ME) 076'THICK UP STEEL 845E THRU HOLES PIA I FOR MOUNTING T-tiM EQ. EQ FROM EDGE OF DRIVE LANE SIDE n DTE 5-PANEL MENU BOARD BASE PLATE �nrz•=P SEE GROUND FOOTING DETAA FOR ROD LENGTH SEE SEPAMTE DETNL FOR ANCHOR ROD PATTERN IN FOUNDATION 13) 1n'HEAW HE%NUTS ALTERNATE ADHESIVE PoSTJNSTALLEDANCHORB: B WASHER-GAVPNRED HILTIin'DIAWUADHESNE LPPSULES AT B' EMBEDMEWWOHA36 TACK HOT-0IPPED WLVANIZED THREADED STEEL RODSANO HARDWARE. NUT (4)REQUIRED TO ROD Im (4)1n' DIa M6 THREADED HOT DIPPED GALVANVED HEAWHE%NLR ANCHOR RODS WITH VANVED HARDWARE WITH WASHER SITE 1PECIFO FOOTING ENGINEERING REQUIRED BY LCENSED ENGINEER n DTE 5-PANEL MENU BOARD ANCHOR ROD � ar 3'=1'-0' PROJECT NORR PROJECT NO.: 214014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIALRENTALSLLC 1026 CaMn9pn PI#x, 9JAe 100 ChadotlssvAle, Vogim 22901 [43,119898567 ARCHITECT NORR 325 Noah Lo Salk Siree1, Site BY Chimp, Mims Boom marsam STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 17595 Roman Cosa. Boammni, UM 3 _mms, Dammam 19968 [3021>o3.1no MEP ENGINEER MKEMEYERSASSCCNTES S53M AVMm SLLouis. M MisSWfi 63119 13141 41 TT21T82 CIVIL ENGINEER TIMMONS GROUP OBPrnim Avenrt,Sil2W Chada"mNe, MMi. 2903 1434132T.1689 NOTES no 6avnng has been I aepa al anal, tmlhe mm W the aism. son true are no ma aamaenns"any Ana ny Mo. by NORRlo apaM wah' mNORR has nmemahai Wasmnaatl. SHEET INFORMATION ISSUES / REVISIONS NO. DATE DESCRIPTION 01 85.183021 2WSET 02 OR17Y021 5w SET SHEET TITLE ARCHITECTURAL SITE DETAILS SHEET NUMBER A003 PROFESSIONAL STAMP (2)1. DSMM)DNA. STU&UP FROM DT POS — 1.125mm) DL4 STUBLP FROM ELECTRICAL PANEL DOSOONTROLBOXABOW ATTACHED TO CANOPY 1.125MM) UPUGHT STUSUP CANOPY BASE SHROUD CONCRE FOOTING FOR CANOPY ("M) III _ _ ------------ r - L ____ JI ° ° O� I TO I I I I I I EO ED ' EO - ETI 3 (2 )DW STU&UP FROM DETECTOR LOOP — CENTER OF (2) CANOPY BASE PLATES r1 DTE - DOS CONTROL BOX CONDUIT STUB -UPS AT CANOPY I t•=t•-0' LEGEND WS WHIP BOX(Oc ;) BOX (OC$) wxoulT eY Ec Dos POWER LOW I LINE TERMINAL BLOCK VOLTAG I VANTAGE BYVENDOR NOTES: ESNE SIDE (NOTE 7) ,.ALLSHOWNSHALLBE INSTALLED PER THe DIGITAL INCOMING DETAIL CODE AND ORDER INTERIOR POWER MANUFACTURERS SCREEN (DOG) PARTITION TERMINAL BLOCK IWTRUCTK)NS. SHOWN L N G L N G BYVENDOR 2 CONFIRM MOUNTING FOR (NOTE 6) POSITONSOFALLOEMCES REFERENCE SHOWN WITH GC AND UN E VOLTAGE VENDOR. CONDUCTORS 3. EC TO PROVIDE, INSTALL t v ] 7 LgUID TIGHT FLIX ANDCONNECTALLUNE -�� CONDUIT (IYP.) VOLTAGECONDUCTORS. d. EC TO CONNECT 12'GSPEANER --- laT POWER DEDICATED POWER ,2•CAUDId' TO DOS BETWEEN DOS AND DCB. VIDEO CABELS 5. DCS VENDOR TO CONNECT AL -LOW VOLTAGE F'J CABLING, INCLUDING DOS GRADE WHIPS TO DOE. COUPUNGSITIP.) B. TERMINATE INCOMING PONE"ON TERMINAL Yd• GFROM DETECTOR LOOP - --------U�CONCRETE BLOCKS LABELED ,•C-0ETECTOR LOOP/SPEAKER MIC FOOTING INCOMING DEDICATED 1•CLAIAERA POWER. ]. TERMINATE POWER TO DOSON 1•GOCB INCOMING POWER (NOTE 8) TERMINAL BLOCKS LABELED DOS DEDICATED POWER. B. POWER TO DCB SHALL BE INONIDUALBRANCH CIRCUIT IN DEDICATED CONDUIT U E. NOT BEON EMSORLIGWING CONTROL). L DTE - DOS CONTROL BOX WIRING ZN aw w Z 05 6•(160nm) STEEL PIPE FILLED WITH CONCRETE EXPANSION JOW (SEAL) PAVING OR CONCRETE SLAB CONCRETE FOOTING (SEE - STRUCTURAL) nSITE - GENERAL BOLLARD DETAIL Y .s�3N•=1'V FINISH GRADE i f�CONCRETE FOOTING I I I I I I I I 5 DTE -hON-ILLUMINATED BOLLARD AIR CURTAIN AND HEATER SIDE FILTERS (INCLUDED) DRNETHRU WINDOW (TYPICAL BY LANDLORD) STAINLESS STFFL SHELF BOLLARD CONCRETE INFILL FULL LENGTHAOF N IXtNE THRU LANE CONCRETE CURB WINDOW PER PLAN DETECTOR LOOP EDGE CENTERED W SPEAHER POST Y(S )BELOW FINAL GRATE IN CONDUIT OR SCWCUT. ROUTE (1) CONDUITTODRNETHRU POS AND TERMINATE NEAR TIMER SIGNAL PROCESSOR (TSPL VERIFY NOMETALIN SLAB WITHIN 36• (9t5mm) OF LOOP. WINDOW PER PLAN BOLLARD INTERIOR FINISH GRACE EXTERIOR FINISH GRADE E ATION nDRNE THRU WINDOW NO -BUMP SINGLE PANEL DRIVE-THRU WINDOW ASSEMBLY PER PUN ATTACH SHELF TO BUILDING EXTERIOR FLUSH TO TOP OF ROUGH OPENING. CENTERED ON WINDOW EXISTING OR NEW EXTEROR WALL SYSTEM .. �_12_(300wn)MINIMUM Ir (355mm) M DUMUM nDR1 E THRU WINDOW e VY=T-p DOS COW ROL 21/d• nDRIVE THRU WINDOW BOX FASTER ED y CANOPY TO CANOPY ar. 1?=1'-p MESH PANEL OW E DOS CONDOR WITH STAINLESS STEEL ANGLE TO CAP POWERWHIP WATERTIGHT INTERIOR WALL. THROUGH COUPLING PER HEM BOTTOM EDGE MESH f ELECTRCAL E OPENING S E CANOIN PY BASE b NATURAL Y L��N SHROUD GRAGEOR Lv ENGINEERED FILL PAPERSTONE - SHELF CONCRETE FOOTING }� SECTION CONDUIT PER ELECTRICAL l DOS CONTROL BOX AT CANOPY - SECTION nDRIVE THRU SHELF d �. 11?=1'-p Comer radius=10 Paaun9 sgnpanelwhe o WB• N.i.m Fyn to ho. I. surtace applies Relkw'tive WOile DM C20610) viryt graphm San px 1wilb fis n (glr 2 ,Oh n lsgn pas, MMb (Y1p#]. Signp .L 31 k ULham (64rwl, Ny 2lie x .). Pd ctW I BMK-BUC TO x1' x19 ndce CONCRETE FOOTING T BE CENTERED ON PARKING SPACE (TYP) NO ES: - 1. SIGNAGESHALL COMPLY - WffHADAGUIDEUNES 2. GOTOCONFIRMFOOTING REpUIREMENTSWITH t'-p SIGNAGEVENDOR 110 FOOTING @_ MOP SIGN 9 p SIGN ONLY INSTALUTION METHOD VARIES BY SITE b FRONT VIEW TIP. ELEVATION nPARKING - MOP 5MIN GREEN I , sr , trz•=,•-p PROJECT NORR PROJECT NO.: 214014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIALRENTALSLLC 1020 CaMn,W Pl# , Suite IN Chaaa.Wle, Vvgi. 22901 I4141989 e61 ARCHITECT NORR 325 Non6 La Salk Street Stle 500 CW,., lllin-"M rort.com STRUCTURAL ENGINEER PIIDTTOWN ENGINEERING IVMS Nassau Cd sBtuxvara, Unt3 IcrosW, am IRRFS [3021 M In0 MEP ENGINEER ALKEMEYER&ASSOCNTES WS Marshall Avenue SI. Luis, Misaoua 6it19 13141 m,]e2 CIVIL ENGINEER TIMMONS GROUP 3013 P.. Avenre, S.20p ChMvdle, YegiDA 22903 Id3f132].1699 NOTES rnM tlmx,y hat Been pepaim s�N ror Ire use al Ireaien,arenD represenaeonsdry Iona ae by NORRt.RR,oamt DaMxmM1 xlwm NORR Fas nmemerea imo a mmraa. SHEET INFORMATION ISSUES / REVISIONS NO. DATE DESCRIPTION 01 05.183 1 2WSET 02 M.173021 50%SET SHEET TITLE ARCHITECTURAL SITE DETAILS SHEET NUMBER A004 PROFESSIONAL STAMP 8 -0' 9 N 0 2>941" CLEARANCE Q 17 o I I— O R B• �` j rXPX0.313• STEEL TUBE % a O CLEARANCE BARHEIGHT 6 j MAY REQUIRE ADJUSTMENT rz TOACCOMODATECURB FAND/OR FOUNDATION HEIGHT. MANUFACTURER m NON- TO PROVIDE (2) W CAB LE STRUCTURAL URA STRUBASE 1'-9• LENGTHS FOR SUCH C ADJUSTMENTS IN EPIATE MIN. m NATURAL AVG. N HOR ENGINEERED D! FR 4 CURB AND GRADE MAY r ROADBED VARY PER LOCATION / p� r ^ (4) 12. DIA GALVANIZED ANCHOR SOUS 0 (3) n TIES WITHIN FIRST S' THEN MI TIES AT V OC. �yGw 3'CLR. (4)M4 RTILALBARSSPA MEVENLYARWNOPERIMETER �J T-6' PoSHNSTAUPO ANCHORS NOT PERMOIED pIA 3, C,. DUE TO CLOSE SPACING OF ANCHOR BOLTS G.GNFOR FOUNDATIOS AND FOOTINGS ANOPoEEMENTS, SONANEVENDOROSUPONLYALL MENU BOPRO TEMPIATEB ANO INSTALL MENU BOARDS ONLY. I�11 DTE CLEARANCE BAR GROUND FOOTING I sr lrz'=1'-0" r-cow ALL ANGHORS n (4)ANCHORBOLTS BASELOVEROUTLINE In RANCE BAR BOLT PATTERN (TOP VIEW) � DTE sa: 3H•=TU'CLEA S 3'X4'XO313' 8'X8'X07T STEELTUBE m STEEL BASE PLATE Txrx0T STEEL GUSSET mJ ANCHOR BOLT HIGH 1 r STRENGTH �TL NOW SHR SROUT PLANNER! ELEVATION VIEW GROUT DTE CLEARANCE BAR BASE PLATE SEE GROUND FTG. DETAIL FOR ROD LENGTH III 12" HEAVY HE%NUTS d WASHER -GALVANIZED CEXTERAHCHOR ROD PATTERN IX FOOHOATOX TACK NUT TO ROD 12"HEAVY HEX (4)1/2'Dw P]5 THREADED HOT DIPPED G4VAN2E0 NUTWRHWASHER THREADED ANCHORRWSWITH G VANEEO HARDWARE 80E8RECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER DTE CLEARANCE BAR ANCHOR ROD — Y=T-0 FNOM ELEVATION SIDE ELEVATION z-2. s1N•_ � � DG20MC� IrNRU A ry OQ SU NATURAL Uw QO ryg ENGIERED ENGINEERED E FILL rl N coNourt " c w (4) U7 DIA G VANIZED HEADED ANCHOR SOUS, NUTS AND WASHER& p& ALTERNATE ANCHORS:(4) 12'BTAINLEBB STEEL w i OR GALVANIZED HILTI KWIK BOLT3 EXPANSION ANCHORS. 2 YP MINIMUM EMBEDMENT. Wxq 19i MIGERED FOUNDATION. 15" DIA X 42' DEEP 00 CONCRETE REQUIRED: 0.15 ca YD. b 1j (4) H VERTICAL BARS SPACED EVENLY N b AROUND PERIMETER, MIN. 3- COVER (3)1 TIES`MTHINFIRST5•,THENMTIESATr OC. 3'CLR. 1'-6"OW DO NOT WFID REINFORCING BARS G.G. RESPONSIBLEFOR FOUNDN' ONSAND FWTWGS ON ALL MENU BOARD AND DRIVE THRU ELEMENTS. SIGNAGE VENDOR TO SUPPLYTEMPLATES PND INSTALL MENU BOARDS ONLY. FRONT ELEVATION 910E ELEVATION 6114 THANK b ry QAQV 2 V O GRADENATURR Hg ENGIEE NGINEEREO FILL ry f coupurt e w (4) In' ON. GALVANIZED HEADED ANCHOR SOUS, NUTS PNDWASHERS. p& ALTERNATE ANC HORS: (4)1rz'STPINLESS STEEL OR GALVANIZED HILTI NVJIKBOLT 3 EXPANSION ANCHORS. 2L4'MINIMUM EMBEDMENT C, AUGERED FOUNDATION: Ir DIA X4 DEEP 0 CONCRETE REQUIRED: 0.15CU. YM b U (4)"VERTICAL BARS SPACED EVENLY N qr AROUND PERIMETER, 3-COVER TH (3) 42T1ES WIN FIRST 5', THEN C3 TIESAT 8' O.C. 3-CU T 6-DIA DO NOT WELD REINFORCING BARS OC. RESPONSIBLE FOR FOUNDATIONSAND FOOTINGS ON ALLMENU BOARD AND DRIVE THRU ELEMENTS. SIGNAGE VENDOR TO SUPPLY TENPIATESAND INSTALL MENU BOARDS Ol FRONTELEVATON z-1�STEEL NOUNTING ROSE STEEL CHANNELS NON-STRUCTURAL BASECOVER HOT DIPPED GA VAN ZED LEVEUNG NUTS (4) REQUIRED h NATURAL GRADE OR ENGINEERED FILL W MIW O� mwO CONDUIT rcBOLVANREO ANCHOR 3•MIN PoLTE F3 Ile OOTING PROJECTION pJ ABOVEEES WITG (Sj (3)..'DWRHINFIRST S" l0� THEN pTIES AT I2'OC. L BAR H SPACED EVENLY T Dik AROUNDPERIMETER DW G G. RESPONSIBLE FOR FOUNDATpNBAND FOOTINGS ON ALL MENU BOARD AN, DRNETHRUELEMENTS. SIGNAGE VENDOR TO SUPPLY TEMPLATE SAND INSTALL MENU BOARDS ONLY. SIDE ELEVATION G DTE PRE -MENU GROUND FOOTING � 3I8' 2'-O'DIA PL ANCHORS 512' t'-1' 512' DTE ARROW SIGNAGE GROUND FOOTING �01 DTE EXIT SIGNAGE GROUND FOOTING PRROVIDED bin- Sur 5 a�IVa•=ru• o a�au•=T-0' ercc. (4)ANCHOR 1'- W DW BOLTS CONDUITcoNDUIT STUB -UP T 4• T STU9-UP T 4 T COVER o 3'ABOVE rABOVE r 2 FOOTING FOOTING OLRUNE ROUTE BASE ROUTE BASE CONDUI 3'- CONTRICALRT PEOUTLINE CONWRPER F OURINE ABOVE ELECTRICAL F ELECTRICAL -- IREPLAN I SITE PLAN _I � FOOTING - ROUTE AN N ALL N 6 PEROUR - 3 IWCHORS N ANCHORS N ELECTRICAL - b TORE t TO BEt BLTEP PROVIDED) PROVIDED ,__ T y--- PRoVIwDED �____ J y-__ BY QC. _ BY GA. DRIVE LANE (4)ANCHOR (4)ANCHOR FACETIfl SDE BOLTS WLTS DTE ARROW SIGNAGE BOLT PATTERN (TOP VIEW) n DTE EXIT SIGNAGE BOLT PATTERN (TOP VIEW) U DTErzPRE-MENU BOLT PATTERN (TOP VIEW) U e..e 11a^=T-0' � s� t trz•=TtY 918'DIAHOLE 7T8 Dw HOLE - 1QHrDwHOLE in -ALUM. PLATE DTE ARROW SIGNAGE BASE PLATE s 112'=1'-0' W1v Dw HOLE w ]i8' ON. HOLE � 1 RMV Dw HOLE — 1rz•AWW PLATE DTE EXIT SIGNAGE BASE PLATE 3p / BACK TO EL ROUTE -------- L - PANEL ELECTRICAL PANEL o OUTLINE OF MENU 1S BOAROABOVE b � w i m CONCRETE FOOTING SEE U. ACOITIRUC DETAILS FOR e+ CONSTRUCTION L EDGE OF CONCRETE CURB I� 20'-tl'(6MITOOENTERUNE OF r0 ORDER CONFIRMATION POST PRE -MENU 30 DEG U„� 1rz•=TL• r-c r r-r r 21W SQUARE %1/4' PLATE WASHERS ITYP) THRU L , r J - o HOLES FOR MOUNTING O O m B]s THICK STEEL 4•xz RASE PLATE POST FRONT EDGE OF DRIVE HOLEF XB2SASW STEELHSS ELOED TO BASE PLATE OR POWER CONDUIT LANE SIDE DTE PRE -MENU BASE PLATE — 112•=V' SEE GROUND FOOTING DETAIL FOR ROD LENGTH CENTER ANCHOR ROD PATTERN IN FOUNDATION (3)12'-13HEAVY NUTS ALTERNATEADH®NE P09TANBTALLEDAMCHORT B DASHER -GALVANIZED HILTI trz' DIA HU ADHESIVE CAPSULES AT4" TACK EMBEDMENT EEL A36 HAN DHA RMARE (4) RD NUT THREPDEDSTEELROM AMHOTDIPRDWARE. (NIZED 0 TO ROD 1Q-HEAW HEX (4)12' DIA X 9' LENGTH A35 THREADED HOT DIPPED NUT WITH WASHER GALVANIZED ANCHOR RODS WITH GALVANIZED HARDWARE DTE PRE -MENU ANCHOR ROD — 3•=TV PROJECT NORR PROJECT NO.: 214014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIALRENTPLSLLC vn,Lamn9 pl#,9M100 CM1dM wille, Mr im 22801 14341SIB 9M7 ARCHITECT NORR 325 Nona l Salk Si K SLe 503 Chidp, Rims "M ron.w.n STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 17585 Na55au LOmmovs Btukrmtl, U.3 L . a a-19959 13021 M InO MEP ENGINEER ALXEME-Il BA$$CCNTES St Lom,tM W6M SI.41 M MisaWfi 63t19 lain m 1]02 CIVIL ENGINEER TIMMONS GROUP 608P..Avpvre,Su 200 C0aM1 Wl,\A i. UIMM; 143413n_16ee NOTES Theo- 'y lvs Been amarels�Nrorme nud meaiem.OSEI. aarenorepresenaeoof Ina ae by IJORRiony DaMNORR Nah. vnn'mam Ns nmemerea moammrxe. SHEET INFORMATION ISSUES / REVISIONS No. DATE DESCRIPTION 01 05.183021 2F%SE7T 02 a8.173021 50XSET SHEET TITLE ARCHITECTURAL SITE DETAILS SHEET NUMBER A005 PROFESSIONAL STAMP DEROTOR LOOP CENTERED IN I'-6' MN CIFMANCE 2'-6• MIN CiFIA1NCE FOR RE. SFFIY.PA POST 121L, STUB DETECTOR UD OSIDUTT O a.ER POST. GEE ELECTRILFL v was ShE PIAN MR MIaMNa- INMRNAW LWD9CWINC/ �.. S.E P 1 CONDUIT DETECTOR LOOP CENTERED IN CONCRETE SUB. T-6- MIN CLFAMNCE FOR WIRE MESH. 2'-6- MIN CLEVIWE FOR REBAR REINFORCEMENT 12,-0• �E)(TERIOR WA OF BUILDING ,X' E)(PANSION IMTERUL ,STUB CONDUR IN DRNE THRU ARIA SEE EIFCTRIGI FOR CONDUIT PLACEMENT `SUB ON GRADE _ TD Ruenlxo COMPACTED SUB OWE J CONCRETE FOOTING, SEE STRUCTUR& / Ta CONDUIT To DUI. MR REINFORCEMENT CONNECTION M DEFECTOR I.Q'PAD P J// couPAC1FD SUR G. NOTE: REFERENCE ELECTRICAL DRAWINGS & SIGNAGE SHOP DRAWINGS `---% -- " MR DMUOR LOOP INFORMATION & INSTNIATION INSTRUCTIONS NOTE: REMIEN E O1XM`H MUWNGS & ACNM:E SHOP NUMNCS FoR DEIELTOR Utt INFOR4MIOIN & NSTILATON INSFRI ONS nSECTION 0 DETECTOR LOOP IN CONCRETE PAD AT THE MENU BOARD SECTION (a2 DETECTOR LOOP IN CONCRETE PAD AT DRIVE THRU WINDOW 2 GREEN ponoiaNfilliams Panlareast D, Hms Fast Gry Lakz b BLACK Shnxia Nfilhams NotNre Fast Dry In WAYFINDING GRAPHIC ARROW - ENTRY . 1rz•=1'P WHITE*D, N ShnvnL. LaksBLACKSMTwiL. LaleaWHITEStem; HMIile Fast Dry - WAYFINDING GRAPHIC ARROW - EXIT sr llY=1'-0' I. 6 1' T WHITE \ yE• _ G4mn V WlFarts Gry Cry laln BT WHITE She n WAllams HWire Fast Ory o 8T OPTIONAL WAYFINDING -DOUBLE ARROW � ,rz•=rd• YOOOWITH CLEAR TAN CIR INTO 4— OAROS CENTERED ET=EEN 6'(159mm) OAROS Qq do T SQUARE BATTENS r b b b 1'I25MMI W. 0m P CAL ExO, - a'fnalrv: � b b 4xr (120snm](120hom) > O TUBE STEEL POST WITH TOP CLOSED, TWIG SEE LLOE6IGN CROERIA DEFPIL _ FOR ADDITIONAL INFORMATON NOTE: SCREEN WOOD TO MATCH BUBDINGS CONCRETE IXTERIORDECORATNEWOOOFEATIREBY FOOTNG ANEXTERIE ET AMILLWORK REFERTO gNS FOR REFER INFORM TION, ADDITIONAL INFORMATION, nBIKE RACK INSTALLATION (OLYMPIA) a� „rz•=,•a• REAR SCREENING DETAIL 11, GREEN SMVAn Williams Pa. 3a25G HoI4re Fast Dry ,w - OPTIONAL J �F� WAYFINDING - DOUBLE ARROW GREEN sae 1rz•=rd PROJECT NORR PROJECT NO.: 214014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIALRENTPLSLLC 1026 Camn9lm PI#x, SaAe IN CM1arla0a3vRls, Wgi. 2Uswl ARCHITECT NORR 325 Noah Ia Salk Sha- r s;N 5pD chimed, Mime "M man. STRUCTURAL ENGINEER PRDTTOWN ENGINEERING 17595 Hassan Comment etukvard, UM 3 It . DNavare 19958 13021 M MO MEP ENGINEER ALNEMEYERSASSOCNTES 353Manahall Av¢ma St Iwis, Misnam M119 131LI MAM CIVIL ENGINEER TIMMONS GROUP fflRP.anAsvma,Sas,200 chodathasdle, Wgiro vM3 I43f13P.16ee NOTES This mmah, has bean aaPaal acbN forma aced ma dish, am than, are no repmnnadons deny Most maw by NORRtaaw,sm,isita Wham NORR has ndemneN imn a mnlaae. SHEET INFORMATION ISSUES / REVISIONS NO. GATE DESCRIF`n0N 01 E15A8ZQ1 20%SEF w 0eA7=1 SdMSEF SHEET TITLE ARCHITECTURAL SITE DETAILS SHEET NUMBER A006 PROFESSIONAL STAMP PROVDE LOCKABLE, FREEZE UGHT FIXTURE POLE. PROOF HOSE BIBB AS REQUIRED MOUNT TO TOP OF 10, 2• B• BY JURISDICTION ENCLOSURE WALL WITi Mp$ONRY CONTNUOUS CONCRETE FASTENER. FOOTING CENTERED ON WALL (SEESTRUCTURAL) r---------- ---------------------- ---- - , 1. 1 6, BTL BOUARD; - $EEDETAIL6RRE.i P m) m I r5 BRICK VENEER ON CMU BLOCK WALL CONTINUOUS CONCRETE FOOTING CENTERED ONWALLSEE STRUCTURAL) 5 pp3] — U2.=V(P I a� I r rl GATE SWING MIN.HS, I S'STE POST. ANlL,20' / FASTEN TOFWTMG I/ I I BELOW i I I I II I I II I I I I I I II I r I I I i `e(,SON.a)THICK I II CONCRETE SLAB� II II I II I I I I I I I II I II 1M'FLOORSLOPE V \ \ LJ 1 1 g 0 I v II U, v iT II T I 9•-O'ICIFARI r I I I II I I Iz]asa.al II i t i I I / I II TRENCH DRAIN;PRO/ RATED / FFICGRAIN GALVADE NIZED DRAIN As GALUIRED B REQUIRED eT JURISDICTION EACH GATED OPENING (IYP.) _ A § -- Alb] m \ s $'(1Wmm)HIGH WHEEL STOP CONTINUOUS ON35IDE9 1 1 s\ I j I L J LJI I 1 1 I 1 I 1 EXTERIOR FINISH NOTES 1, THE INTERIOR WALL SURFACES OF THE TRASH ENCLOSUREARETO BE SMOOTH, SEALED AND WASHABIE. APPLY ONE COAT EPDXY HILLER/SEALER AND ONE COAT GLOSS POLYURETHANE. 2. RUNNING BOND INTEGRAL CMU COLOR TO MATCH BUILDING. STRUCTURAL ENGINEER TO PROVIDE MASONRY SPECIFICATIONS. ] O GALLON I j vro Ev a YARD RECYCLING CONTAINER \ YARD I RECYCLING CONTAINER � GALLON' L �v n II �6YARe I II RECYCLING 1 CONTAINER III II � II U G^LLa+ u roTE I IF� 6d 'III n GALLON TOTE II II I' I i \O YAAD i II RECYCLING II CONTAINER 1 II f ii! %iiiiiiiiiii TV�INER LAYOUTOPTIONS I la' ANGLE WELDED TO STEEL FRAME GATETOSWING OPEN MIN. I IS MAX. 120° BAR CANE BOLT CORRUGATED METALPANEL SET IN STEEL CHANNEL FRAME — BRICK VENEER TO MATCH BUILDING. SEE ENT ELEV. FOR MORE INFO. wGMU WALL ,`ti'.Ff;�::..:; -•: 6" GALVANIZED STEEL TUBE POST SET IN CONCRETE FOOTNG (SEE STRUCTURAL). PAINTT0 MATCH GO RS. CORRUGATED METAL PANEL FINISH TO MATCH BUILDNG CANOPY T /1'(26oan1 PROVIDE WEEP HOIESD IINN ��r/ BETWEEN CORRUGATED METALCHPNNEL$ LIT' ' I WEEP HOLE O PROVIDE HOLES STEEL CHANNEL FRAME. MITER AND WELD CORNERS ATCONCRETE h� �� FORBOTH ALIGN / FULLY OPEN GALVANIZED HEAVY DUTY DATE HINGE. ANO CLOSED e / POSITIONS GATE IN OPEN MING POSITION(MN. IW, MAN. 12WI .. GATE HINGE DETAIL SECTION AT CANE BOLT 3 4 BRICKVENEERTO MATCH BUILDING. SEE ENT PC FOR MORE INFO. S' CMU WALL GROUT SCUM REINFORCE AND TIE INTO FOOTING SIAB PER STRUCTURAL E WITH ' (15pmm) CONCRETE WHEELSTOP I I 6'STEEL PIPE EV TOMERIC CURB SEALANT SILAB ON GRADE REINFORCE PER t+ $ ra STRUCTURAL EXPANSION DETAILS JOINT(SEAL) • I' PAVING CONCRETE 1-A h -. I[I to, III —III I I mo'm II ` nm III :'. f THICKEN EDGE - coxcRETE of Sua . •'_ FOOTING SEE > Q TRUCTURAL) p O CONTI OTING CENTERED ON WpLL (SEESTRUCTURAL) nTYPICAL CMU WALL FOOTING nTRASH ENCLOSURE BOLLARD J U ar 1'=1'R sw 316'=1'-0' PROJECT NORR PROJECT NO.: 214014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIALRENTPLSLC ch as wfll' PMcq ZM01Op CU] SIB SAOwgire 2290, la3a19B8666] ARCHITECT NORR 325 Nofi6 Lo Salk Si .r Sine 50] COidw' Wiens GMU ooa. STRUCTURAL ENGINEER PUOTTOWN ENGINEERING 17SBS Naasau Coto. BtuWr ,UM3 Lt .ONi .1519W 13021 ]W.mO MEP ENGINEER ALKEMEYER BA$$CCNTES 3t Loui, aA ."M SI.41 M MiisWfi 63t19 13u1 m t]ez CIVIL ENGINEER TIMMONS GROUP 608Pr Yen Avenre,Su 200 C0M.vWle, Yegiro VINO IA35132].1699 NOTES This rtavnM Nas been Pepaul scrN tOr the use m are NOSE to areaD WK,mnonsmanyt � by NORR1oaMDaM�^N'mXnn NORR Naa nmemereW moamn0aa. SHEET INFORMATION ISSUES / REVISIONS NC, DATE DESCRIPTION 01 WAS21%?1 21WSET 02 I)SI7 21 5M SET SHEET TITLE ARCHITECTURAL SITE DETAILS SHEET NUMBER A007 PROFESSIONAL STAMP CORRUGATED METAL DOORS FINISH TO MATCH BUILDING CANOPY T GALVANZED STEEL TUBE; TOP SEAL AND PAJNT TO MATCH DOOR$ I TYP ) BRICK ROWLOCK CAP GALVANEED LOCKABLE SLIDE BOLT BRICKVENEER ONCVU BLOCKWALL WILLARD; PANT TO MATCH BRICKWAL-- CANE BOLTS min 1111111 lift W— BOIJARD FOOTING, ME STRIICTIIRAL, vL____J FRONT ELEVATION sk 1/T=IV MICKROWLOCKCAP - FUIL WIDTH OF WALL W/1%SLc— -- OUTSIDE BRICK VEI ON CMU BLOCK Wi ENCIOSU FOOTING; STRUCTUI FOR SEE REINFOR( ABACK ELEVATION UB CnKE GALVANIZED LOCKABLE RUDE BOLT BOLLARD; PAINT TO MATCH BUCK WALL (2) HEAW DUTY CANEBOLTS PAVING OR CONCRETE ENCLOSURE FOOTING; SEE STRUCTURAL FOR SIZEPNDREINFOROING BOLLARD FOOTING; SEE STRUCTURAL BRICKRGWLOCKCAP- FULL WIDTH_OF WPll W/ 1%" OUTSIL BRICK' ON CM BLOCK BOLLAI PAINT' MATCH BRICK WALL FOUNDATION; j �w SEE STRUCTURAL FOR ------- ------------- REINFORCINGrcO BOLIARD / > Orc a___________________________________________L DOTING BEYOND SEE I STRUCTURAL nSIDE ELEVATION "A" � 0�12'=r-m \-,--,SIDE ELEVATION "B" v — 1 R =1.0 BRICK ROWLOCK CAPFULL WIDTH OF WALL W/1%SLOPE TO OUTSIDE BRICK VENEER ON CMU BLOCK WALL BOLLARD; PA NTTO MATCH BRICK WALL ENCLOSURE FOOTING, SEE STRUCTURAL FOR SIZE AND REINFORCING BOLLARD FOOTING; SEE STRUCTURAL PROJECT NORR PROJECT NO.: 214014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIALRENTPLSLLC Chad.odia, i. Z51010p CM1#Ia0e3Hle Wgire 22B01 Ina1 Beg S66T ARCHITECT NORR 325 Nooh La Salk Street, Sine SIK Chimp, W ois 60554 non.. STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 17595 NaSmu Comment Bommmm, UM 3 ItvRA ONimma 199:5 13021 AG MR MEP ENGINEER ALXEMEYER SA$$CCNTES 353ouia,Ml mmW [St 3141 s, MiiaWfi Bi119 13u1 TT2.iTiQ CIVIL ENGINEER TIMMONS GROUP 600 P..Avt vre,Sua,200 CM1Matl flia,\A i. V903 Id3f132T.lass NOTES nit rto—'y Nat I em aawtal %deN ten Ilse mm a Ire aunt am mae are no mam masons Dram/ Iona male by NORRina ,Uy�mM1'Mam NORR ma nmemaea imo a mn. SHEET INFORMATION ISSUES / REVISIONS NO. DATE DESGFWDDN at LUASZK1 2WSET 02 WA7-X21 SBMSET SHEET TITLE ARCHITECTURAL SITE DETAILS SHEET NUMBER A008 PROFESSIONAL STAMP 1 fR n ENCLOSURE FRONT ELEV. nMrA ENCLOSURE REAR ELEV. � sr 1n'=1'-0' ?TR1n�=ASH ENCLOSURE LEFT ELEV. Us� r-o• TRASH ENCLOSURE RIGHT ELEV. sm< 12'=1'tl PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCI RENTPLSLLC 1036Ca Wla, i. S9010p CM1aelotla3vAle, Wgire Y[B01 1a3+19BR666T ARCHITECT NORR 325 Nooh la Salk Si -r Sile 50] chimp, 111. 60654 mmmm STRUCTURAL ENGINEER PIMTTOW ENGINEERING 17595 Ramon Comment Btukvartl, Und 3 I . Damama 19968 13021 M,M) MEP ENGINEER A I(EMEYER&ASSOCNTES 3531,1a5tall AVM. St ia, Mimmfi63119 13141 T/21T82 CIVIL ENGINEER TIMMONS GROUP MB P..Avt vre,Sua,200 Chad —file, \giro V903 NOTES TM1Mo- '. M1at M1een no ram,smatons don, Mo lay mMRuearemreprMe .N NORR maw a N on, ioany paMviMi'Mam NORR Fas nmemerea imo a mn.m. SHEET INFORMATION ISSUES / REVISIONS 40. DATE OESGRIPnON o1 0&183o21 tow SET 02 OR17z 1 SWSET SHEET TITLE ARCHITECTURAL SITE DETAILS SHEET NUMBER A009 PROFESSIONAL STAMP Jf 9• 6'-23 T-111n. Y-103 21 a'-11M T Y-8&L' 12 O 12 A 8-8• a s O � N A101 » 3 el 6 O 4 0 D 2110 p m I J b O m b 13 I O b N 0 10193 10 b 4V 91/i' t3'-1 t/0' 28'-8' L 2 ° 16 D2t1w ,o � s N Q c � c � o m y N b , va• S Ado, a-112 �12' 1? a-512' T-013Y' 3-512' b'-21/4' 16'-101/0' PLAN KEYED NOTES 1, LL TO PROVIDE FULL SLAB LEAVE OUT FOR FUVURETENPNT CONSTRUCTION. SU6GRADE SHALL BE CLEAN, STRUCTURAL GRADE FILL MADE LEVEL TO BE BELOW FINISHED GRADE AND COMPACTED IN ACCORDANCE WITH LANDLORD'S GEOTECHNICAL 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 PE R-21 MINIMUM PER LLWL 0, R-38 CONTINUOUS RIGID INSULATION FOR ROOF PER LLWL 5. RECESSED, LOCKABLE, COVERED, FROSTFREEHOSE BIB, SEE PLUMBING SHEETS FOR ADDITIONAL INFORMATION. 6. COVERED EXTERIOR GFCI ELECTRICAL OUTLET. SEE ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION. T. DRIVE THRU WINDOW, AIR CURTAIN, AND SHELF BY LL. 8. ROOF ACCESS(ADDER WITH LOCKABLE LADDER GUARD CAGE. 9. RECESSED ELECTRICAL PANELS PER TENANTS SCHEMATIC. MAINTAIN MINIMUM CLEARANCE AS REQUIRED BY CODE. 10. LL TO WSTALLNEW DCORSAS INDICATED. SEE SHEETASQ2 FOR DOOR AND HARDWARE TYPE. I CANOPY DOWNSPOLT CONNECTED TO UNDERGROUND DRAINAGE SYSTEM BELOW FROST UNE, REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. 12. PARAPET SCUPPER AND DOWNSPOUT CONNECTED TO STORM DRAINAGE LINES BELOW; REFER TO CIVIL DRAWINGS FOR CONTINUATION. 11 PREUMINARY MCKFLOW PREVENTER LOCATION. FURNISH AND INSTALL AN APPROVED, TESTED, AND CERTIFIED WE ASSEMBLY, IF REQUIRED BY AMUCA&E CODES, IN A LOCATION IDENTIFIED ON THE VJiDLORD'S CONSTRUCTION DOCUMENTSANDAPPROVED BYTENANT. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 16. ROOFTOP RTU LOCATION; TO BE COORDINATED. 15 COLUMN FOR PATIO CANOPY, 16 IANDLORO GC TO LOWER PORTION OF RIBBON SLAB BY 12' IN PREPARATION FOR TENANT PROVIDED WALK OFF MAT. GENERALNOTES A GENERPLCONTRACTORTOVERIFYALLDIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. B. IF EXISTING EXTERIOR ENTRANCE THRESHOLD EXCEEDS REQUIRED AMERICANS WITH DISABIUTI ACT (ADA) MAXIMUM HEIGHT OF IQ' (I DMM), REMOVE AND REPIACE WRHACCESSIBLE THRESHOLD. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS TO BE BEVELED WITH A SLOPE NO GREATER THAN IAA C. VERIFY ALL EXISTING DOORS, HARDWARE AND FRAMES MEET STARBUCKS ANDWOR LOCAL CODE REQUIREMENTS. D. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS SHOWN OR NOTED OTHERWISE. E. SEE SHEET ASM FOR EXTERIOR DOOR AND WWDOW SCHEDULES, F. FLOOR FINISHES TO BE INCLUDED IN TI PACMGE. PROJECT NORR PROJECT NO.: 214014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIALRENTPLSLLC 1020 Camn9b PI#e, s,M 100 OM1..flk, Vo9inia 22901 I4141989 9367 ARCHITECT NORR 325 NonM1 la Salk S4e L Swe GM CM1 '.' Illin—"M rort.com STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 17585 Nassau Co.. Btukvartl, UK3 L ' Delaware 19958 13021 AM ITM MEP ENGINEER WGWRIYERBASSCCNTESAvenue %3 St Lows. oua, Mi Misawfi 63119 lain Tr2eTez CIVIL ENGINEER TIMMONS GROUP WBPAMI.Avenre,Sik200 char vdk, m4wa22BI13 Iead1 a2T.16es NOTES ThM tl2vAn91tat Ocen pepare'1 stleN trc IM1e uae of me ai, OR!Rw arenorepresenaM1oH of myM male by NORRlaa. P.MxmM1 xlwm NORR M1ds nmemeretlimoamntram. SHEET INFORMATION ISSUES / REVISIONS NO. DATE DESCRIPTION 01 05.11UNKH 2WSET 02 W17MO 5M SET SHEET TITLE BUILDING FLOOR PLAN SHEET NUMBER A100 PROFESSIONAL STAMP W0., 18 L21= LXOWB(22) 12 3 - b O 0 O 8 H „ 14 '' v r------------------------ I L 21228 ------------- b �_Z- ( ---- T ----- --'� 10 n 11T4 I YaY' ya I I f5 1 t, 2 14 ,2 ,2 2, 0 t2 3 ] I tl ] z 39-r ,5 SHELL ROOF PLAN KEYED NOTES 1, FULLY ADHERED ROOFING SYSTEM OVER R39 MINIMUM RIGID INSULATION. 2. PREFIMSHEDMETALCORNG- SEEELEVATIONSFOR FINISH. 3. CUSTOMMETALCANOPY-SEEDETAILS. L TAPERED RIGID INSULATION AT CRICKET SLOPED AT MIN 2.0 TIMES OVERALL ROOF SLOPE ALL ROOF SLOPE 5. ROOFTOP UNITS RACED ON CURB-SEEDETARS. VERIFY E%ACTLOCATION IN FIELD WITH MECHANICAL. 9. PARAPET SCUPPER AND DOWNSPOUT CONNECTED TO STORM DRAINAGE UNES BELOW - REFER TO CNIL 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. 9, THROUGH WALL OVERFLOW SCUPPER I2•WIDTH LOCATED MAXIMUM OF W FROM PRIMARY SCUPPER. 9, INSTALL SECOND LAYER OF ROOF MEMBRANE FOR W (915mm) PERIMETER MOUND ROOF TOP EQUIPMENT. 10. ROOF ACCESS(ADDER WITH LOCKABLE IADDER GUARD CAGE. I _ CANOPY COLUMN BELOW. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION. ALIGN DOWNSPOUTS AND COLUMNS AS SHOWN GN BUILDING DETAILS SHEET A5[I1. 12, CANOPY GUTTER, SLOPED TO DGWNSPWT. I& FLAT ROOF WALKWAY PAD TO ROOF TOP UNIT. 16. PATIO FANSATTACHED TO CANOPY UNDERSIDE. SEE SCHEWLESAND ELECTRICAL FOR MORE INFO. 16. SIGNAGEATTACHED TO EDGE OF CANOPY. SEE EXTERIOR E1P%%T1ONS. PROADE BLMWNG AND ELECTRICAL AS REQUIRED AND COORDINATE WITH SIGNAGE WNDGR. 16. UNDERSIDE OF CANOPY CIAO WITH WOOD BY RESAWN OO INDICATES CANOPY RECESSED CAN LIGHT. LRHONN WF4LE03SEIB FIXTURE MD. %D308. SEE LIGHTING SCHEDULE FOR ADDITIONAL INFORMATION. OO INDICATES CANOPY RECESSED CAN LIGHT. NUROUNDA0.IUSTABLE PINHOLE %K:ATO NU3-RAPHSW-i6LM-2]K-B 1D 1202n-DIM1OZ-NC-BK FII(TURE DIM 21331. SEE LIGHTING SCHEDULE FOR AODITKNI4L INFGRM4TON. INDICATES LED STRIP UGHT WITHIN 6• UGHT COVE FIXTURE MD: 21X)5. 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 FREEZE THAW CLIMATES ONLY INSTALL MILE REGULATINGHEAT TAPE IN ALL DGWNSPODU S. SEE ELECTRICAL FOR FURTHER INFORMATION. C. ROOF TOP PLUMBING WNTS ME NOT SHOWN FOR CIARRY. REFER TO PLUMBING DRAWINGS FOR VTR LOCATIONS AND FURTHER INFORMATION. D. GC TO PROVIDE FLASHED ROOF PENETRATIONS FOR ALL TENANT VENTS INCLUDING TENANT SUPPUED WATER HEATER IS WNT) 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 CEIUNG IN THE PREMISES F. GC TO FURNISH AND INSTALL WV ROOFTOP UNITS (RTU) OR SPLIT SYSTEMS, INCLUDING ALL ELECTRICAL CONNECTIONG PLUMBING CONNECTION$ GAS CONNECTIONS AND THERMOSTATSHVAC CONTROLS PER TENANTS CONSTRUCTION DOCUMENTS, MANUFACTURER RECOMMENDATIONS AND ALL APPUCABLE CODES. G. THERMOSTATS H AC CONTROLS SHALL COMPLY WITH TENANTS CONSTRUCTION DOCUMENTS AND ANT/ALL CODE REQUIREMENTS: MINIMUM ONE (1) THERMOSTAT FOR EACH UNIT WITH REMOTE SENSORS TO PE LOCATED ACCORDING TO TENANTS CONSTRUCTION DOCUMENTS. K GC TO FURNISH AND INSTALL ALL RESTROOM EXHAUST DUCTWORK, CURBS AND CONTINUOUSLY OPERATING EXHAUST FAN (300 CFM MINIMUM COMBINED OR 126 CFM PER RESTR W M), AS DEFINED BY TENANTS CONSTRUCTION DOCUMENTS. LANDLORD WILL BE RESPONSIBLE FOR ALL WORK REQUIRED TO PROPERLY SEAL MOUND MY AND ALL PENETRATIONS, INCLUDING, BUT NOT UNITED TO ROOF OR EXTERIOR WALL PENETRATIONS. 0sr 4 1 PROJECT NORR PROJECT NO.: 214014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIALRENTALSLLC Chav1026a.M., i—S�9e 10p [4U] N9INNY, Wgina 22801 IX3a1 BBB e66] ARCHITECT NORR 325 Nofib la Salk Soaaar Sile SD] Chimp, Mn'.m 606M STRUCTURAL ENGINEER PIIDTTOWN ENGINEERING 17585 Haman COmmau Boakvartl, UM 3 1-mom. ONim'o. 19958 13021 AS InO MEP ENGINEER ALKEMEYER9ABSCCNTES Sa Lanis allfiommm aW6ffi SL41 Lan MivaOufi 63119 131e1 ]/2.iT82 CIVIL ENGINEER TIMMONS GROUP 609P..Avenre,Sil200 ChorlmeaWla, W9i aV9(G 1X32132].16SB NOTES Thin cant arm Loan, o been no waammat(m d uxd Ina Nien, OR0waaren0�re�e N mmITa maw by NO RR1oa�rypaMwiN xlwn NORR bas nmemereaWon mn9am. SHEET INFORMATION ISSUES / REVISIONS NO. DATE DESCRIPTION 01 W.193O21 2WBET 02 06.17Y021 5M BET SHEET TITLE BUILDING ROOF PLAN SHEET NUMBER A151 PROFESSIONAL STAMP COLLECTOR BOX SEALANT 24G4 BASHING SEALANT 24G4 BASHING SCUPPER B DOWNSPOUT /1SCUPPER & DOWNSPOUT DETAIL I mr 3'=1'V r ROOF FLASHING COUNTER- ON PRE - COL HING ING FABRICATED B CANT(CONT. BY R AROUND SCUTRE) MANUFACTURER RECOMMENDED VAPOR ROOF SYSTEM BARRIER (SEE ROOF LL BAN AND TREATEDW00D STRUCTURAL NABIIRS DRAWINGS) STEELANGLE (SEE STRUCTURAL DRAWINGS) PROOF CURB DETAIL i, ii/ — 11m= PL' SEE WALL SECTIONS FOR WALL CONSTRUCTION 8 FINISH DETAILS SEALWTANDBACKERROD ADHERED MEMBRANE 3-OVERLAP MIN ON EACH SIDE OF SEAM ADHERED MEMBRANE 3-OVERAP MIN ON EACH SIDE OF SEAM SEALANT ROOFING MEMBRANE SEE WALLSECTIONS FOR ADD'LROGFDETAILS nOVERFLOW SCUPPER DETAIL � s3r8'=1'tl PREFABRICATED METAL H000 — (3) CONTINUOUS SPAN WELDS — VENT PIPE RAIN HOOD AND SS CLAMPW/ SEALANT TREATED W00D NAILERS I MANUFACTURER LROOF SYSTEM RECOMMENDED (SEE ROOF PLAN VAPOR BARRIER AND STRUCTURAL DRAWINGS) nROOF PENETRATION DETAIL Ue� 112'=1•-0' LOCI D 8 SOLDERED, TYPICAL RCOPi FIANCE SOLDERED CLOSURE FLANGE LOCKED a SOLDERED, TYPM•AL SEE WALLSECTIO ISAND STRUCTURAL SHEETS FOR ROOF AND FRRAMING DETANS SFMEO LADDER BHALL BE PRIMED AND PMNTED, VERIFY HEIGHT IN FIELD ROOF PARAPET BEYOND WX2-IC'STEEPCNP ANGLES ® 40' G.C. MAX WELDED TO RAILS, ATTACH T02X BLOCKING IN WALL lie 2-12• STEEL RAIL WITH We O STEEL RUNGS ®12' G.C. FL1ET-WELDED 18 GAGALVANIZEDSTEEL WELDED TO I-X 1'X In' ANGLE WITH I 'X 1/2' CROSSBRACING WELDED TOBACKOFACCESS WCR. PROMDETAMPER- PROOF HINGES 16 G4. GALVANMED STFFL Be WIDE 8'-B' FIUPR PANEL, BOTH SIDES FIRST RUNG AT 12'All FINISHED FLOOR GALVANMEDSTEELANGLE 2-N2'X 2-IDeX 114 BOLTED TO FLOOR 6'THICKGONCRETEPAD MULATIADDER n EXT. ROOF LADDER ELEVATION � ax 12'=1'-IY' V.I.F. 1MX T MID FAIL. TYR &P CHECKPIATE LANDING, WELDED TO RUNGS ROOF PARAPET BEYOND \n EXT. ROOF LADDER SECTION PROJECT NORR PROJECT NO.: 214014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIALRENTALSLLC 1026Camall, girsr S w10p CM1arIa0a9 &I Wgir®22901 I43a1988ee6T ARCHITECT NORR 325 North La Salle Sheath Ease SD] Chicago. Illinois ill rorr con, STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 17W Na55au Commau Sassar tl, UM3 L e"i DNavare 19B:S 13021 M D70 MEP ENGINEER ALKEMEYERo"now, NTES 353Mrria Mi Averwe SI.4] M MisaWfi Gi119 B141Tr2eTez CIVIL ENGINEER TIMMONS GROUP fRP.gNAvenre•Si1200 CM1Motl¢3vAe,\A i. 229IX1 143f132].1SRR NOTES ft i. the Icenpeparclses"We ofouNe ecaWarmRUAareaor WrLaeonsmarrys maw byssi We toanypaMsviN'^1nm NORR has nmamerelt imo a mnlaaa. SHEET INFORMATION ISSUES / REVISIONS NO. DATE DESCRIPTION 01 ORIBLill 2Wl 02 OILD 021 5w SET SHEET TITLE ROOF DETAILS SHEET NUMBER A152 PROFESSIONAL STAMP METAL: MANUFACTURER: COLDS: DESCRIPTION: MATERIAL NOTES: MIT PREFINISHEDMETAL COPING MIT LOCALTSOURCED TO MATCH RAL6]021 MATTE MT0020-FLAT BLACK ANODRED ALUMINUM STOREFRONT SYSTEM t. ALLSEMANTSTO BECOLORMATCHED TO AGJACENT METAL MANUFACTURER: COLOR: DESCRIPTION: POWDERCGAT METAL CAN OPY+ MATERVUS. SUBMIT MIT LOCALLY SOURCED TO MATCH SW0041 DARK HUNTER GREEN POWDERCOAT METAL SCREEN MFR5 FULL RANGE OF COLORS TO METAL MANUFACTURER: COIDR: DESCRIPTION: ARCHITECTTO RENEW MTd LIICALLT SOURCED TO MATCH SWABS ANONYMOUS POWDERCOAT UTILITY SCREEN 2.SUBMITALL MATERIMLSAND BRI MANUFACTURER+CONTACT COLOR: DESCRIPTION: CHEROKEE BRICK, FSS COMPANY COMR5TO ER ED WEINMAN VELOUR MEDIUM GRAY BRICK VENEER, SMOOTHNELOUR, NORMAN ARCHRECTFOR EWEINMANN®FSSCGMPANY.COM MORTAR TO MATCH BRICK FINAL APPROVAL. 3DSIMI A N NO SUBSTITUTIONS MES: MANUFACTURER r CONTACT: COLOR DESCRIPTION: WITHOUT PR ER APPROVAL. DRWR, BOB DAZEL BIBS, SANDPEBBIE FINE TEXTURE BE BOB.DA L®DRYVITOOM, TO BE PAINTED SWiW ANONYMOUS WOOD: MANUFACTURER r CONTACT COLOR: DESCRIPTION: RESAWN TIMBER GO, HAVENLUXE MID PROFILE PREFINISHED WITH GRAPHITE WD-1 ANNA PLEBES, ABOOO/WALNUT AT ACCENT WALL r CANOPY UNDERSIDE ANNA@HAVENLUXECOM PAINT: COLOR: DESCRIPTION: MANUFACTURER r CONTACT PT_I SHERWIN WILLIAMS, ANDREA, DINICE, ANDREADINICE ®SHERMNWLLLIAMSCOM SAWN DARK HUNTER GREEN SEE MT ABOVE COLOR, DESCRIPTION: NT_2 8466,11570 SWI0I6ANONYMOUS SEE MTd r BE ABOVE — v4'= Vn _ T/PNLAPET T/STOREFRONTS -w T/SIABh D' PARAPET 1vw REFRR. ONT r SIABh 0�7— KEYED NOTES 1. SIGNAGE VENDOR TO COORDINATE APPROVALS AND PERMITS FOR EXTEROR SIGNAGE SEPARATELY AS REQUIRED. NOT INCLUDED IN SHELL OR TENANT BUILD OUT APPLICATOR. CONFIRM FINAL LOCATIONS N1TH MGM VENDOR 2. PROVIDE COVERED ELECTRICAL GFCI OUTLETAS INDICATED. SEE ELECTRICAL SHEETS, 3, WALLMOUNTEDDECORATIVE SCONCE. SEE UGHTNG SCHEDULE FOR ADDITIONAL INFORMATION. 4, CANOPY DOWNSPOUTS CONNECTED TO UNDERGROUND DRAINAGE SYSTEM BELOW MOST UNE; REFER TO CALL DRAWINGS FOR ADDITIONAL INFORMATION. 5. INSTALL Y4' MARINE GRADE PLYWOOD BLOCKING FOR EXTERIOR SIGNAGE EXTEND BLOCKING 0' GOSMM) MINIMUM BEYOND EDGE OF SIGNAGE, B. PROVIDE W(/5MM) HIGH BLACK ACRYLIC STORE ADDRESS ON GWJNG OR PER LOCAL JUIU DICTIONAL CADEREQUIREMENTS. T. INDICATES ROOF LINE BEYOND. e. PROVIDE SIGNAGE DISCONNECT AND J-PDX W/PULL STRING FOR FUTURE BUILDING SIGNAGE. 9. RECESSED, IOCKABIE, COVERED, FROSTFREEHOSE BIB, SEE PLUMBING DRAWINGS. D. EXTERIOR FINISH CONTROL JOINT, 1I. PRE -FINISHED METAL BOPBG, TYP. 12. CUSTOM STEEL CANOPY POWDER COATED PANTED SW ID41 DARK HUNTER GREEN. SEE DETALS AND STRUCTID 13. METM SCREEN. POWDER COATED PANTED SMI DARK HUNTER GREEN. 14. I- REVEAL SEE DETAIL MORE MORE INFO. I& STUCCO PANTED SW]MB ANONYMOUS, 16. CHEROKEE THIN BRICK VENEER, VE )UR MEDIUM GRAY FINISH. STACK BOND PATTERN. IT ACCENT WALL CLAD WITH WOOD BY RESAWN TIMBER CO. ABODO WALNUT FINISH, M10 PROFILE, I& CANOPY COLUMNS. SEE FLOOR PLAN AND STRUCTURAL. 19. WOOD BENCH WITH CASTJNPIACE CONCRETE BASE. SEE DETAILS FOR MORE INFO 20. WAKLP PICK- UP WINDOW AND MR CURTAIN. SEE SCHEDULES FOR MORE INFO. 21. SIGNAGE ATTACHED TO EDGE OF CANOPY. 22. SIGNAGE ATTACHED TO METAL SCREEN. 23. PAID FANS ATTACHED TO CANOPY UNDERSIDE. ME SCHEDULES AND ELECTRIM FOR MORE INFO. 24. WALKLP PICK-UP WINDOW MENU BOARDS. 25. INDICATES PROPOSED RTU LOCATION. GENERALNOTES A GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SERAPE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. CONSTRUCTIONMANAGERTOPROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. B. GENERALCONTRACTORSHALLCOORDINATEWRH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS AND BREAKER AT PANEL BOARD NECESSARY TO SERVE AGNAGE. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING OR EQUIVALENT TO SUPPORT SIGNAGE M SIGNAGE CONTRACTOR SHAH VERIFY SITE AND LOCATION OF ANY AND ALL MLOWABIE MONUMENT OR POLE SIGNAGE AND PROVIDE SHOP DRAWINGA) PRIOR TO FABRICATION TO THE STARBUCKS DESIGNER FOR APPROVAL E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT. F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO CONSTRUCTION MANAGER AND TO THE GENERAL PANTRACTORASNEEDED. GENERALCONTRACTORTO NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IFSHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH ARCHITECTURALDRAWINGS. LEGEND - EXT. ELEV. ♦ 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 COMMERCIALRENTMSLLC 1024Cania Rm,Place,9JAe100 Chmiotmtville, Wgicm ZMM 14341 see e667 ARCHITECT NORR 325 Non6 La Salk Street, Site BID Chimp, Mims ROSSI maar. STRUCTURAL ENGINEER PILOTTOWN ENGINEERING LIENS Raman Commms Btukvartl, UM 3 Itxss, ONaware 190:5 13021 ITS In) MEP ENGINEER ALKEMEYERBASSOCNTES MGMammIl Aomaw SI. Loaic, Maamo 63t19 13141 TI2.1TQ CIVIL ENGINEER TIMMONS GROUP WBP..A.,SiM2W COarbllNvAe, Wgic/a Z503 143413P.160e NOTES This bavny Ima been papa al scbN fa... a Ote aia t, am Owe are no repmaaations many Moo ma. by NORRLoanypany,ailb Mvxn NORR ma nmemarea Imo a mnlme. SHEET INFORMATION ISSUES / REVISIONS NO. DATE DESCRIPTION 01 W.1B3021 2WSET 02 06.17Y021 5WSET SHEET TITLE BUILDING EXTERIOR ELEVATIONS SHEET NUMBER A201 PROFESSIONAL STAMP WEST ELEVATION . 1M'=V D 2 4• 8' METAL: MANUFACTURER: COLOR DESCRIPTION: MATERIAL NOTES: MIT PREFINISHEDMETAL COPING MIT LOCNLT SOURCED TO MATCH RALIUM1 MATTE MTW23-FLAT BLACK ANODIZED ALUMINUM STOREFRONT SYSTEM 1. ALLSELANTSTO BECOLORMATCHED TO ADJACENT METAL: MANUFACTURER: COLOR: DESCRIPTION: POWDERCOATMETALCANOPY. MATERIALS. SUBMIT MT LOCALLY SOURCED TO MATCH SW0011 DARK HUNTER GREEN POWDERCOAT METAL SCREEN MFRS FULL RANGE OF COLORS TO METAL: MANUFACTURER: COLOR. DESCRIPTION: ARCHRECTTO RENEW MTd LOCALLY SOURCED TO MATCH SW101(i ANONYMOUS POWDERCOAT UTILITY SCREEN 2.SUBMITALL MATERIALS AND BRICK: MANUFACTURER+ CONTACT COLOR, DESCRIPTION: CHEROKEE BRICK, FSS COMPANY COIORSTO ER ED WEINMAN VELOUR MEDIUM GRAY BRICK VENEER, SMOOTHNELOUR, NORMAN ARCHRECTFOR EWEWMANN®FSSCOMPANY.COM MORTAR TO MATCH BRICK FINALAPFRGVAL. 305881M01 NO SUBSTITUTIONS WITHOUTPROR EIF3: MANUFACTURER r CONTACT: COLOR DESCRIPTION: APPROVAL DRYVR, BOB DAZEL EIFS, SANDPEBBLE FINE TEXTURE BE BOBDAZEL®DRYVITOOM, TO BE PAINTED SWiW ANONYMOUS T341T60104 WOOD: MANUFACTURER ♦ CONTACT COLOR: DESCRIWION: RESAWN TIMBER GO., HAVENLUXE WBiD PROFILE WELL ANNAPIPHER, ABODO/WALNUT AT ACCENT WALL. CANOPY UNDERSIDE ANNA@HOVENLVXECOM PAINT COLOR: DESCRIPTION: MANUFACTURER ♦ CONTACT: PT SHERWIN WILLIAMS, ANDREA DINICE, ANDREADINICE ®SHERWINWIUNIASCOM BARI DARK HUNTER GREEN SEE MT-3ABOVE COLOR: DESCRIPTION: PT 846611570 SWI016ANONYMOUS SEE MTd ♦EF-1 ABOVE I I I 1 21 I I I _ T/PARAPETS 18'{f T/STOREFRONTJa g{fq pp PT 2 1 KEYED NOTES GENERAL NOTES 1, DRIVE-THRU WINDOW, SHELF, AND AIR CURTAIN. A GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SEE SCHEDULES FOR MORE INFO. SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS 2. PROVIDE COVERED EIECTRICAL GFCI OUTLET AS AND I WEEK PRIOR TO SCHEDULED DATE OF INDICATED. SEE ELECTRICAL SHEETS, INSTALLATION. CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR 3. WALLMOUNTEDDECORATIVE SCONCE. SEE LGHTNG CONTACT INFORMATION. SCHEDULE FOR ADDITIONAL INFORMATION_ B. GENERAL CONTRACTOR SHALL COORDINATE WITH 4, CANOPY DOWNSPOUTS CONNECTED TO UNDERGROUND ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL DRAINAGE SYSTEM BELOW FROST LINE REFER TO CALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, DRAWINGS FOR ADDITIONAL INFORMATION. WNNECDONS AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. 5, WOOD BENCH WITH CAST-INALACE CONCRETE BASE. SEE DETAILS FOR MORE INFO. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING OR EpUNALENT TO SUPPORT 6. REAR SERVICE DOOR I UTILITY SCREENING. SEE DETAIL SIGNORE FOR MORE INFO. M SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND T. INDICATES ROOF LINE BEYOND. LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGEAND PROVIDE SHOP GRAWNGBR PRIOR 0, CANOPY COLUMNS. SEE FLOOR PLAN AND STRUCTURAL. TO FABRICATION TO THE STARBUCKS DESIGNER FOR APPROVAL. 9. RECESSED, LOCKABLE, COVERED, FROSTFREEMORE BIB, SEE PLUMPING DRAWINGS. E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT. 10. EXTERIOR FINISH CONTROL JOINT F. SIGNORE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO 11. PRE -FINISHEDMETALCOPING,TYP. CONSTRUCTIONMANAGERANDTOTHEGENERAL MNTRACTORASNEEDED. GENERALCONTRACTORTO 12. CUSTOM STEEL CANOPY. POWDER COATED PAINTED NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF SHOP SWONi DARK HUNTER GREEN. SEE DETAILS AND DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH STRUCTURAL ARCHITECTURALDRAWINGS. 13. METAL SCREEN. POWDER COATED PAINTED SWCb1 DARK HUNTER GREEN. LEGEND - EXT. ELEV. 14, V REVEAL SEE DETAIL MORE MORE INFO ® HOSE BIB 15. STUCCO PAINTED SW]N(i ANONYMOUS. L• DUPLEX 16. CHEROKEE THIN BRICK VENEER, VELOUR MEDIUM GRAY FINISH. STACK BOND PATTERN. 17. ROOFACCESSLAODERW LCCKABLEIADDERGUORD CAGE. SEE DETAILS FOR MORE INFO. 10. PARAPET SCUPPER AND DOWNSPOUT CONNECTED TO STORM DRAINAGE LINES BELOW. 19. THROUGH WALL OVERFLOW SCUPPER 12- WIDTH LOCATED MAKIMUM OF r FROM PRIMARY SCUPPER. /PAROPET'k, 2D REAR SERVICE DOOR SECURITY UGHT BY LL SEE 10L LIGHTING SCHEDULE FOR MORE INFO. 2L INDICATES PROPOSED RTU LOCATION. )REFROMJ� B'ITq — T/SLAB 0' D 2 3• PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIALRENTALSLLC 1024 Camn9pn PINx, 9JAe 100 COada0e3v01e, Vogim 225101 [43,119893667 ARCHITECT NORR 325 NM6 La Salk Boast Site Roo Chimp, Wims Room ron.wn STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 17W Nassau Cma. Bhhdm art U.3 Lt .ONim'are 19968 13021703.MR MEP ENGINEER ALKEMEYER&ABSCCNTES SL Losis all Avewe ,MisSWfi fii119 [3141 s l3ul Tr2eTez CIVIL ENGINEER TIMMONS GROUP 608P..Avenre,Sil200 COmlmlmWis, M gina V903 14341 W 1699 NOTES ThisrtavnM M1as be en no waamoms1m duxd me mien, am owe are no rsP�enamw Nmrys maw by NORh o sonYpaNywilM1 xlwn NORR has nmemerea Who mnv a. SHEET INFORMATION ISSUES / REVISIONS 40. DATE DESCRIPTION 01 05.183 1 2WSET 02 N.173o21 5MM SET SHEET TITLE BUILDING EXTERIOR ELEVATIONS SHEET NUMBER A202 PROFESSIONAL STAMP s 1M=V-0 I NORTH nELEVATION EXTERIOR FINISHES �i � 31e'=1'-0' ( W)!T ELEVATION EXTERIOR FIN PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIALRENTPLSLLC 1026 Lamngpn PI#x, StAe 10p Chmlatleaville, Wgim 22901 lesal gee 666T ARCHITECT NORR 325 NMb l Salk Sireei, Sile 50] chimp, Mims 606M non.. STRUCTURAL ENGINEER PIMTTOW ENGINEERING 17W Nassau Lomnwu Ramm N, J.3 Items, Gamma-19 13021 M 1T20 MEP ENGINEER A I(EMEYER&ASSOCNTES 353Mmahall A"nam SI. I a is, MM." 63119 1314I n2.'M CIVIL ENGINEER TIMMONS GROUP 60eP..Avenm,Sna2W Chad—dla, Yegi. 22903 la3al 32T.16e9 NOTES This rtavnM M1 o been no mul saam 1m d uxd by on me aien, ORRI. arenoreP�maetionsR ar,a mawaaJon,a nyparywiN xlwn NORR bas nmemereaimoamnaaa. SHEET INFORMATION ISSUES / REVISIONS 40. DATE DESCRIPnON 01 05.1esg21 2WSET 02 OR173021 Sw SET SHEET TITLE EXTERIOR FINISH ELEVATIONS SHEET NUMBER A203 PROFESSIONAL STAMP InSOUTH ELEVATION EXTERIOR FINISHES EAST ELEVATION EXTERIOR FINISHES — M-=1-0" PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIALRENTPLSLLC 1026 Lamngpn PI#x, StAe 10p Chmlatleaville, Wgim 22901 lesal gee 666T ARCHITECT NORR 325 NMb l Salk Sireei, Sile 50] chimp, Mims 606M non.. STRUCTURAL ENGINEER PIMTTOW ENGINEERING 17W Nassau Lomnwu Ramm N, J.3 Items, Gamma-19 13021 M 1T20 MEP ENGINEER A I(EMEYER&ASSOCNTES 353Mmahall A"nam SI. I a is, MM." 63119 1314I n2.'M CIVIL ENGINEER TIMMONS GROUP 60eP..Avenm,Sna2W Chad—dla, Yegi. 22903 la3al 32T.16e9 NOTES This rtavnM M1 o been no mul saam 1m d uxd by on me aien, ORRI. arenoreP�maetionsR ar,a mawaaJon,a nyparywiN xlwn NORR bas nmemereaimoamnaaa. SHEET INFORMATION ISSUES / REVISIONS 40. DATE DESCRIPnON 01 05.1esg21 2WSET 02 OR173021 Sw SET SHEET TITLE EXTERIOR FINISH ELEVATIONS SHEET NUMBER A204 PROFESSIONAL STAMP TI PARAPETT 1P0 I _ 11 ➢STOREFRONT JO FIRURE INTER OR SUB BYTENANT. GC TO PI COMPACTED FILL 0' BELOW FINISH GRADEAND IN ACCORDANCE WITH GEOTECHNICAL REPORT TI SI \n LONGITUDINAL SECTION nPAwwe TI STOREFRONT 99 FUTURE GC TO FINISH WITH NTERIOR SIAB BYTENANT. PROVIDE COMPACTED FILL P BELOW GRADE AND IN ACCORDANCE GEOTECHNICAL REPORT. TI SLAB _ a nTRANSVERSE SECTION .�: va•=r PROJECT NORR PROJECT NO.: 21-0014.00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIALRENTPLSUC IRS, Camn9pn PINx, StAe lon CM1amusavAle, Vagim 22901 Ie3a19 O856T ARCHITECT NORR 325 NMb la Salk Stmei, Sum, SM chimp, Wims 50554 ron.wn STRUCTURAL ENGINEER PILOTTOWN ENGINEERING 175B5 Nassau Commas, Bon laWa , U.3 LtvRs, Damsm" 199:S 13021 M 1n) MEP ENGINEER =MmaYER &ASBCCNTES Ba Lams Nall ."W [3141 s, MisSWfi Bi119 l3ul Tr2eTez CIVIL ENGINEER TIMMONS GROUP 608P..Aveare,Sil200 Chad —sills, Yegi-22903 [4U] W.1599 NOTES This ism. m M1as been no manammat1m d uxd me mien, am uwae are no aP�enamns Nmrys maw by NORRlaonypaNywilM1 xlwn NORR has nmemereaimoamn9ae. SHEET INFORMATION ISSUES / REVISIONS No. oATE oEscRlPrwN 01 05.183 1 2WBE7 02 05.173021 50%SET SHEET TITLE BUILDING SECTIONS SHEET NUMBER A301 PROFESSIONAL STAMP E%TEND ROOF E%TEND ROOF E%TENO ROOF MEMBRANE UP AND OVER PARAPET PERMANUF MEMBRANE UP AND OVER PARAPET PERMANVF MEMBRANE UP AND OVER PARAPET PER MANUF SPECIFICATIONS PYP] PREFINISHEDMETAL COPING [COLOR TO MATCH —T/P�M� 19tl SPECIFICATIONS ITYPI PREFINISHEDMETAL COPING—T/P�� [COLOR TO MATCH 18'-8^ SPECIFICATIONS ITYP] PREFINISHEDMETAL COPING [COLOR TO MATCH —T/P�� Ivw STOREFRONII STOREFRONT[ STOREFRONT] ERI EF1 T EIFS AH MANUF.OUTSUTATION EF 1 2" EIFS W/ MANUF. OUTSUTATION RW DENS DECK PRIME PLUS SYSTEM W/ MOISTURE yg DENS DECK PMME 2' ELF$ W/ MANUF. OIITSUTATION SR" DENS DECK PRIME PLUS SYSTEM W/ MOISTURE DRAINAGE ON 6 MLLMOISTIIRE, PLUS SYSTEM W/ MOISTURE DRNNAGEON 8 MIL MOISTURE, VAPOR &AIR BARRIER, SEE EKT, DRAINAGE ON 6 MIL MOISTURE, SEE STRUCTURAL SHEETS VAPOR &AIR BARRIER; SEE EXT. ELEVATIONS FOR SPEC VAPOR &AIR BARRIER; SEE EXT. FOR SEESPLACEMENT ELEVATIONS FOR SPEC SEE STRUCTURAL SHEETS 4IOT EXTERIOR GRADE PLYWOOD ELEVATIONS FOR SPEC OF CANOPY SUPPORT ICP EXTERIOR GRADE PLYWOOD FOR SRE &PLACEMENT SHEATHING SEE STRUCTURAL EPDM ROOFING EPDM ROOFING SHEATHING; SEE STRUCTURAL OF CANOPY SUPPORT SHEETS FOR SRE &FASTENING MEMBRANE la GRADE PLYWOOD MEMBRANE SHEETS FOR SEE& FASTENING SHEATHING, SHEATHING, SEE STRUCTURAL EPDM ROOFING CUSTOM METAL CANOPY; R-38 RIGID INSULATION SHEETS FOR SEE & FASTENING R-38 RIGID INSULATION CUSTOM METALCAIXIPY; MEMBRANE SEE EXTERIOR ELEVATIONS, ABOVE MANUFACTURER ABOVE MANUFACTURER SEE EXTERIOR ELEVATIONS, R38 RIGID INSULATION ROOF RAN a DETAILS, AND RED VAPOR BARRIER RED. VAPOR BARRIER ROOF PLAN +DETAILS AND ABOVE MANUFACTURER STRUCTURALFORMORE METAL FIASHING; STRUCTURAL FOR MORE REC. VAPOR BARRIER INFORMATION ROOF FRAMING SYSTEM FINISH TO MATCH STOREFRONT ROOF FRAMING SYSTEM INFORMATION ROOF FRAMING SYSTEM T/CANOPY PAID SHEATHING- T/&21CK REVEAL 1Y1'EXTRUDEDMETAL AND SHEATHING- IREFERTOSTRUCTURAL] -- T/CANOPY AND SHEATHING- iw� IREFER TOSTRUCTURALI REVEALMOIDING 10.� 'r [REFER TO STRUCTURAL] FUTURE SIGNAGE MOUNTED TO CANOPY, a° a^ - SEE EXT. ELEV F fANOP W61 RECESSED CAN LIGHTING RECESSED CAN gNG T/WWDCLADDI Safi CRANK I%LYg9I UGHTING 12'-3• E . SEE ELEV1111D., 000 pcBI MORE FOR MORE INFO. — IA T&G PL-ANK LIGHT LOVE SEE EXT. ELEV. W/ LED STRIP NIGHT FOR MORE INFO. RIMS] UGHTCOVE 1'CONTINUOUS POLYISO Rb RIGID INSULATION W/ LED STRIP UGHT AND MOISTURE &AIR RAMER, TAPE ALL Rims] SEAMS MR MANOR RECOMMENDATIONS 1' CONTINUOUS POLYISO RE RIGID INSULATION 12' EXTERIOR GRADE PLYWOOG AND MOISTURE A MR BARRIER; TAPE ALL SHEATHING; SEE STRUCTURAL SEAMS PER MANUR RECOMMENDATIONS SHEETS FOR SEE & FASTENING T/STOREFRONT IAA LANK P R p SEE sOE EI BACKER BOO B SEALANT; FOR MORE INFO. TO MATCH POLSTO STOREFRONT AS SCHEDULED EFRONT FUTURE WALK-UP MENU BOARDS READY ACCESS AIR CURTAIN; SEE MECWINX:AL SCHEDULE; ROSE POWER THROUGH STOREFRONTFRAME READY ACCESS DRNE-THRU WINDOW; la' EXTERIOR GRADE RYWOOD SEE WINDOWSCHEDULE SHEATHING; SEE STRUCTURAL STAINLESS STEEL ANGLE SHEETS FOR SIZE & FASTENING TO CAP INTERIOR WALL; BACKER ROD & SEALANT; HEM BOTTOM EDGE COLOR TO MATCH STOREFRONT TION W NNOD STUD FRA MISSING, AND MOISTURE AI[ R BARRIER, TAALL EPE [REFER TO STRUCTURALI FIRE TREATED MOD BLOCKING SEAMS PER MIAMI RECOMMENDATIONS R-21 FOIL FACED BATT PAPERSTONE DRNE-THRU SHELF INSUI MDON EXTENDED R-21 FOIL FACED BATT BRICK TIES, SEE STRUCTURAL R-21 FOIL FACED BATT TO UNDERSIDE OF DECK, INSULATION EXTENDED INSULATION EXTENDED FOILFACEON THE TO UNDERSIDE OF DECK BRA. TO UNDERSIDE OF DECK, BRICKTIES, SEE STRUCTURAL INTERIOR SIDE FGILFACE ON THE 34' THIN BRICK OVER PAIR BARRIER; FOILFACEON THE INTERIOR SIDE SEE EXTERIOR ELEVATIONS FOR INTERIOR SIDE VAIR SPACE BRICK TES, SEE STRUCTURAL SPEC; INSTALL PER MANUR MASTILED MEMBRANE PAIR SPACE MASTICED MEMBRANE RECOMMENDATIONS M/STICED MEMBRANE Bay STRIP gR_1: STRIP STRIP 34"THIN BRICK OVER PAIR CONCRETE SLAB ON We THIN BRICK OVIER 1- AIR CONCRETE SLAB ON PROVIDE WEEP SCREENS CONCRETE SLAB ON BARRIER; INSTALL PER MANOF, RECOMMENDATIONS VAPOR BARRIER BARRIER; SEE EXTERIOR VAPOR BARRIER BETWEEN BRICK OL., TYP. VAPOR BARRIER IREFER TO STRUCTURAL] ELEVATIONS b IREFER TO STRUCTURAL] IREFER TO STRUCTURAL] PROVIDE RFOR ECOMMENDATION PER MANUF. RECOMMENDATIONS H BETWEEN BRICK®M'OC., TTP. BRICK 2rO E IM PERIMETER PERIMETER CME OLOR TO MACHSHING, COLOR TO MATCH STOREFRONT IR-10I PERIMETER ETER INSULATION jTTPI EXTEND FROM TOP OF SLAB TO PROVIDE WEEP SCREENS BETWEEN BRICK®2l-O C., TYP. IN F IN$VIATgN [TTP] EXTEND FROM TOP OF SLAB TO INSULATION ITYPI E%TEND FROM TOP OF SLAB TO PREFINISHEDFLASHING. COLOR TO MATCH STOREFRONT TOP OF FOOTING AS TOP OF FOOTING AS TOP OF FOOTING AS B!W000 CLADDING SHOWN CPRE OLOR TO MATCH HSTOR COLOR TO AIATp15TOREFRONT SHOWN 1%SLOPE SHOM I%SLOPE 6 _ 951PB J� — _ T/SIPB J, — _ i/SLAB J' — t%SLOPE D•Y U'Y BAY IF r-m WATERPROOF WATERPROOF 2 6 MEMBRANE,' MEMBRANE CONCRETE FOUNDATION CONCRETE FOUNDATION - CONCRETE FOUNDATION[REFER TO STRUCTURAL] [REFER TO SIRUCTURALI OMIT IREFER TO STRUCTURAL] WATERPROOF M EM BRANE [III WALL SECTION - DRIVE-THRU WINDOW WALL SECTION - TYPICAL WALL SECTION - WOOD ACCENT PROJECT NORR PROJECT NO.: 21-0014.00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIALRENTALSLLC Cha—SMS' 'i. Sty 10p 1411118667 Wgire 22901 Ia3n198R666T ARCHITECT NORR 325 Nona La Salk Siree, Sum 5W Chicago, Dims "M man. STRUCTURAL ENGINEER PIIDTTOWN ENGINEERING 17W Haman CmS. BtukvaN, U.3 Itxes, DNavare 19968 [3021 To3.1MO MEP ENGINEER ALKEMEYER&ASSOCIATES 353Ma.am AVMoa St LOWS, MiiaWn W119 [31L17M-IM CIVIL ENGINEER TIMMONS GROUP 608P.an Amnre,SiS,2W Chad—SWe, Wgi. ZEK)3 [43413Y1.1699 NOTES THIS o- 'y LISSllean'Spamd smalyimmansaw INS diet mM Owe are no man,momoons dany MM mane lay NORRloany Paq,SdtI . NORR has mammee imo a.n. SHEET INFORMATION ISSUES / REVISIONS 140. ONCE DESCRIPTION 01 011 20%SET 02 OI.17Y021 50%SET SHEET TITLE WALL SECTIONS SHEET NUMBER A401 PROFESSIONAL STAMP F rrz• CANOPY PLAN `DIMENSIONED v am 1H'=1•-0• PROJECT NORR PROJECT NO.: 21-0014-00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER COMMERCIFL RENTPLS LLC 102d Lamylm PI#e, SaAe 10p CM1afimksvitle, Wgire Y[901 I4119ee es0] ARCHITECT NORR 9z5 rvonn la salk seas, sine s99 CM1iW9o, Dims 6WSd W�.fpa STRUCTURAL ENGINEER PILDTTOWN ENGINEERING 17595 Nassau Lommmt BtukvaN, Urv13 ltxec, ONavare 199:5 19991]m.mo MEP ENGINEER ALKEMEYER BASSCCNTES J53MaRM1aA AVMue $L Lous. MiiaWfi 63119 13141 ]]2.1]02 CIVIL ENGINEER TIMMONS GROUP W9 Pro1W A� Siik3W CM1afi—vme, Negire YL91p I49dl 3n.1s9e NOTES rna travny M1as teen Pepar tl sdeNlorme uu m me aien, a�w uwe are ao �r�enaeoas many km maw by NOES 1san, paMwAM1 vMam NORR Fas nmemereaimoa WnM1xe. SHEET INFORMATION ISSUES /REVISIONS NO. DATE oEscRlPrwN 01 05.183021 20%SET OY 06.173021 50%SET SHEET TITLE BUILDING DETAILS SHEET NUMBER A501 PROFESSIONAL STAMP BXTEAIOR 9oxRGE acxB W LB . -8' DESIGNID1 COURT I DEBCRIPROM FURN.I3YlINST.BYj COMMENTS SIGNAGE-DISK 131G1 t SIGN- DISK SF ILLUMINATED PLUSH SB W LLTOPROVIDEBLOCKINGANOCONDUITAS MWNTEDEVCLVED-VEIN I=0MM REQUIRED. GC TO COORDINATE WITH HILTON DISPLAYS: STASH ROHN. STASIPROHN®HILTCNDISPLAYS COM SIGWNGE-DRNETHRU 14091 t SIGN-DT DIRECTIONAL IXITSNiN $B GC LLTO PROVIDE FCOTNGAND CONWO. GC ILLIMIINATED ARROW SERIES - MIN tt]OMM TO COORDINATE WITH HILTON DISMAYS: STPSIA ROMW STASIPROHN®HILTCNDISP1AYSL 141M t SIGN- ITT CLEARANCE BAR ARROW SERIES SB GC ILL TO PROVIDE FOOTING. GC TO FREESTANDING COORDNATE WITH HILTON DISPLAYS: STASIA RCHN. S1ASIPROHN®HLLTONDISP1AYSL IQV t SIGN- DTDWECTONALILLUMINATED SB GC WTO COORDINATEWITH HILTON ARROWSERIES-MIN1170MM DISPLAYS: STASIA ROHN. STASIPROHN®HILTMDISPIAYSCOM 1433 t SIGN- DRNETHRUILLUMINATEDARROW SB GC LLTOFROVIDEBLOCKINGANOCONDUITAS SERIESFLUSHMWNTED-RH-621NIMMM REQUIRED. W TO COORDINATE WITH HILTWDISPLAYS: STASIA ROHN. STASIPROHN®HILTW DISPIAYSCOM SK?NGE-OTTER 21W 2 SKSI-SMIMIIEPARKING EB GC I-STED BY 1 SBINSTALLED E. FOOTING AND BOLTS BY LL XOMO 3 SIGN-DEDICATEOCURBSIDEPICK-UP 9flILL GC POST AND FOOTNG PROVIDED BY ILL, SIGN PARKING PROVIDED BY TENANT VENDOR. SIGNAGE-WORDMARK 1B0.9V 2 SIGN-WOROMARK STARBUCKS FWSH $B GC LLTOPROVIDEBLOCKLNGANDWNWOAS MWMED-t21N 305MM REQUIRED. GC TO COORDINATE WITH HILTON DISPLAYS: STASW ROHW STASIAROHN®HILN ISMAYS.COM MTEaCHEOVLE."Y" miwol COUNT I DESCRPTIM FURN.BY]INSERY1 COMMENTS EXTERIORMENU 13605 6 MENU BOARD -WALKUP -28%211N SB SBIGC LL TO PROVIDEWALL BLOCKING AND 710%535MM EIECTRICPLASREQUIRED. 14116 1 MENU BOARD- ITT DIGITAL ORDER SCREEN- SB SB= SUPPUER: IT EQUIPMENT VENDOR (ZONES). FIAT BLACK MTW28 SCREEN INSTALLER REGIONAL SIGNAGE VENDOR ELECTRICAL: ON CONNECTS DOS WHIPSIT N DCB LL TO PROVIDE FOOTIN CONDUITAND FIGNAGE 14119 1 MENUBOARD-DT5PANEL FREESTANDING SB BBMdI SUPPLER:, 106X651N 2]d$%1650MM-FLAT BLACK MTW28 MTOoZ KINOCR(DSD INSTALLER REGIONAL SIGNAGE VENDOR REGIONAL LLTO 1d120 1 MENUBO�DSTANDI-DTPREMENU $B BBGC ER: DT 1GNSEV $STALLS:: FREESTANDING-35%651N 915%1650AIM-FIAT INSTALLER: REGIONAL ND EVEND,1. BEND CONDUIT FOOTING, ILL TO AND FOOTING, 15]Ib 1 OMtD SCREEN $B SflM.0 ERATERMDE UIPMEN SUPPLER:ITEGIONALNTNAGE CONTROLSOXDIGITALORDER CONTROL BOX VENDOR. INSTALLER. VENDUL. CONNEALSIGNAGE ELECTRICAL CONNECTIIXi: GC. O HER 10163 1 DTWINDONSHELF-561N 1I20MM-OBBIDNN LL LL OBSIDIANPAPILF,BY PAPERSTONE MELTETHRU HANDOTIONALF,BY PANELTECH INTERNATIONAL LLC. CONTACT: MINE MILLER STONEPRODIICTS.COM.561N MIKENX X 101N%tIN 1IN 1b115 1 DTWAYFINDING GRAPHIC IXIi ARROW - SB GC GC TO COORDINATE WTfH SBII%VENDOR WHITE 14101 1 GT WAYFINDING GRAPHIC ENTRY PAROW- SB GC GC TO CCCRDINATE'MTH SBU%VENDOR GREEN 14103 0 SQUARE -FIAT BLACK GC GC SUPPLEMNSTALLER: GC. MNONILLUMINATED 0028 Br 14163 1 ORDER PUNTCANOPY FREESTANDING- SB Be SUPPLER:DTSIGNAGEVENDOR (OSA). FIAT BLFC GE VENDOR INSTALLER REGIONA512 11323 2 DING GRAPHIC DOUKE NROW-GRPHIC DIRECTIONAL 3B GO REFERENCE PAINT205t2 FCR FO OW 1d521 2 AYFINDING GRAPHIC DTWAYFINDING GRAPHIC OIRECTONAL GB GO REFERENCE PI$ REFERENCE PAINTA511 FOR OWBLE DETECT WHITESPECIFICATIONS XOW1 2 VEHICLE DETECTOR LOOP $B GC SUBDUER: DTAUDIVENDOR (HME. INSTALLER GC OR LANDLORD- REFER N WIXM LERFR FOR VE XOWY 2 BIKE TACN-0LYMPU LL LL LYMPLA BIKE BIKERACK. WWWYO3URFACFACES CPI; S INSTALL WRFACEBWM; PER NANUE PER MANUFACNRERS TECOMMEND.SCRE XOW3 1 SCREENING LL LL LRIE$PND OT -ANEASCROSCR PLANS LPNEASSHEN/NINCL X-10 1 OUTDOOR BENCH $B GC TI WQ:OBENCASE CART IN PLACE CONCRETE BASE RESPONSIBILITY LEGEND GC GENERAL CONTRACTOR 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 COMMERCIALRENTPLSLLC 10aJCMoM,\ i—ZMIG 100 LM1dMN9855,Vugi�v a2601 Id3al 9se 666] ARCHITECT NORR 325 North La Salk Si "L Sul¢ SD] CHOW, Wimia Boom non. — STRUCTURAL ENGINEER PIM17OWN ENGINEERING 17585 Na55au Coro. B !Kon,N, UM3 -oMn, ON .19%&1 [3021 NG MO MEP ENGINEER ALKEMEYERSASSOCWTES W3Mamh.1AV - SL Loris, MM.63t19 131d1 m IM CIVIL ENGINEER TIMMONS GROUP BOBP..Av¢nre,Sul200 Chodoiotvxe, W9i. 22903 Id3V132].1688 NOTES ThM davmg Noo been npaz soky fortln useof me aien, aneflrue are no repaIsenaeons of airy onci maleb NORRfoanYpyryw x .NORR In- nolememaion,. n. SHEET INFORMATION ISSUES / REVISIONS NO. DATE DESCRIPTION 01 OKAIL O21 2WSET 02 OIIA7 m1 MO36SET SHEET TITLE SCHEDULES SHEET NUMBER A601 PROFESSIONAL STAMP IX1OR sgImuLE-••IY• OE&aH IO YMK OmCRIImIX1 MOTH xeoxr xnRI1WARE5ET FURN Br 11$Br COMMENTS Ezkeur 10180 BS DOOR-$INt3EFLUSH-361N 3'-0' T-0' ] LL LL 211i6 B6 00'JR-91NGLE SERVCE-361N 9t5MM 2 LL LL 2110] R] DOORSIZESERVICE-021N t0]OMM 3'-6' T-0' J2 LL LL 3 GENERALNOTES A STARBUCKSVENDORTOPROVIDEDOORHARDWARE COMPONENTS. GC TO INSTALL . B. SEE SHEETA101 FOR TAGGED LOCATION OF EXTERIOR DDORS ANDWINDOWS. L. EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, CLOSETS OR SIMILAR SPACES. (10142) M PANIC AND FIRE EXIT HARDWARE, WHERE INSTALLED ON DOOR LEGEND MO S;' THIS BUILDING SHALL SATISFY THE FOLLOWING a) THEACTUATIONPORTIONOFTHEREIFAINGDEVKIE EXTERIOR EXTERIOR EXTERIOR SHALLEXTENDATLEASTONEAALFOFTHEDOOR LEAF WIDTH. S THE MAXIMUM UNLATCHING FORCE DOES NOT / EXCEED 15 POUNDS IRS KG). \� c) PIVOTED OR BALANCED WORS SHALL BE OF THE PUSKPAD TYPE WHERE PANIC HARDWARE IS REQUIRED AND THE PAD SHALL NOT EXTEND ACROSS \\ MORE THAN ONE-HALF OF THE DOOR WIDTH, MEASURED FROM THE LATCH SIDE_ \ \ tl) PANIC HARDWARE LISTED IN ACCORDANCE WOOL UL305. SINGLE SINGLE STOREFRONT SERVICE FWSH METAL FRAME SINGLE <) FIRE EXRHARDWARE LISTED IN ACCORDANCE WITH (TYPE B) UL 1CC AND UL 30.5. E. SPY SCOPE HARDWARE WHERE INSTALLED SHALL BE CENTEREDIN DOORAT W OMMM) AF F. F. WINDO'N GLASS W THE ENTRANCE CORRIDORS SHOULD NOT BE HIGHLY TINTED OR HIGHLY REFLECTIVE WINDOW GLASS W THE ENTRANCE CORRIDORS SHOULD MEET THE FOLLOWING CRITERN: VISIBLE UGHT TRANSMITTANCE IVLTI SHALL NOT DROP BELOW LOX, VISIBLE LIGHT REFLECTANCE rVLRI SHALL NOT EXCEED 39%. L 9- 01AP 1U'-3 SN" Y 3'-112" Y Y-1t Y0' Y 3'-11II' Y Y 2'-63Y" 2" 3'-II U7 Y a'-11/2" 2" N N F N » » R F 7-11 we y 3'-111/T i o H b H N � W1 E1 1P-6" 1U'-6" LIT 6' 5' 0' Y 5•_O• Y' S-tl' 2' S-V Y N In in H % » » N1 N2 N3 rri so e BTgiFFRONTSCHEWLE OF91pR IG OpIMf DFBCMPTIOM FURN. BY IH6T. BY COM1FH13 WINDOW 10118 i WINDOW-DT HURRICANE RATED Ib LL LL READYALCES$-DT WINCWJ-Wp SERIm TRANSOM-IBXHW t205%1t05MM-IMPACT SINGLE PANELaLIDER W/TIGER. USEW RATED GLASS COW UNCTION WITH PA3DJ HEATEDAIR CURTAIN. CONTACT ANIU�REPDY-ACCESS.CIXA t2i10 1 WINOpY-WALK UP-36%501N 915%12]OMM- LL LL RFARI ACCESS-WPLKLP WINDON-2]5 STANDARD GLASS SINGLE PANEL SLIDER SERIES W/ MOM, USE IN GCIIIUCTON WIT1AA100 FLY FAN NONHEATED AIR CURTAIN. CONTACT: ANN4 E W S ANNP�REPDY-ACCESSCCf.1 EECHANICOL EpIIPMEHIBCHEOUIE.'M' DE91pH IO CWHi DFBCPoVRDM FURX. BY IH6T. BY COMMENTS FAN tOTH 1 FPN-DTAIR CURTAIN-221N $0MM LL LL INCLUOEAS PARL OF DT WINDOW PACKAC£ tL\596 1 FAN -DTAIR CURTAIN WITI HEATER-OOIN LL LL READY ACCESS-AAiW HEATEDAIR CURTAIN. INC W Dm A$ PART OF M WINW/d POGK/M£. DOOR HMDWME SET NO. 2- For rex single Yuninun main emryNtll Jn> N0. 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N105p ME Kiclyk1e 10'x L0" Robxaai 630 1 Ac¢swres 13]NA WeaIM1erSNp2tl L2'zeL' NatiowlGwrp A 1 Ac¢ssaks Daa SsttptW52CNR36 Pmko A 1 MisMa¢aullpna Ds/1am Daarxow �� sB¢r 1 Misceda�caxs lkau MCV3p9NNHGL War B91 Nulore As SIINN N PROJECT NORR PROJECT NO.: 21-0014.00 29N + SEMINOLE LANE FUTURE STARBUCKS 2231 Seminole Lane Charlottesville, Virginia 22901 Albemarle County DEVELOPER LOMMERCIFL RENTALS LLC 102J Lamngpn PI#x, SOAe 100 LM1dMllesvdle,Vel 22601 l43al gee 6667 ARCHITECT NORR 325 NonM1 La Salk Sireei, Siik 50] LM1iW9o, Wimis 60654 wmwm STRUCTURAL ENGINEER PILDTTOWN ENGINEERING 17505 Nassau Comm, BtukvaN, Unl3 I¢.Rs, ONaware 199:5 13021 ]m.mo MEP ENGINEER ALKEMEYER SA$$CCNTES 353 MarsM1an AVMue St Look. Misapm 63119 lain m 1]e2 CIVIL ENGINEER TIMMONS GROUP 608Proiw Avmsk, Sii! 200 CM1aMUovdle, Ne9ire 22903 lLaLl 32].1689 NOTES This davny M1as been peparG soky for tln uu d tic aien, aMuwe are no reprawla9ons Harry Intl male by IJ'JRRloanypyrywilM1 xlwm NORR Lou nmemeretlim<a wnbam. SHEET INFORMATION ISSUES /REVISIONS Np. DATE DESGRIPTN]N Ot N.183021 20%SET 02 06.173021 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 LOMMERCIFL RENTALS LLC 102J Lamngpn PI#x, SOAe 100 LM1dMllesvdle,Vel 22601 l43al gee 6667 ARCHITECT NORR 325 NonM1 La Salk Sireei, Siik 50] LM1iW9o, Wimis 60654 wmwm STRUCTURAL ENGINEER PILDTTOWN ENGINEERING 17505 Nassau Comm, BtukvaN, Unl3 I¢.Rs, ONaware 199:5 13021 ]m.mo MEP ENGINEER ALKEMEYER SA$$CCNTES 353 MarsM1an AVMue St Look. Misapm 63119 lain m 1]e2 CIVIL ENGINEER TIMMONS GROUP 608Proiw Avmsk, Sii! 200 CM1aMUovdle, Ne9ire 22903 lLaLl 32].1689 NOTES This davny M1as been peparG soky for tln uu d tic aien, aMuwe are no reprawla9ons Harry Intl male by IJ'JRRloanypyrywilM1 xlwm NORR Lou nmemeretlim<a wnbam. SHEET INFORMATION ISSUES /REVISIONS Np. DATE DESGRIPTN]N Ot N.183021 20%SET 02 06.173021 50%SET SHEET TITLE WINDOW AND DOOR SCHEDULES &DETAILS SHEET NUMBER A602 PROFESSIONAL STAMP