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HomeMy WebLinkAboutCOMA2025-002774PRC JECT NOTES caxEiuixiow µRncroR SH.ui wvu iuu Now_ MAu p�xEtGoi pwis ti�ilosRF iR x�D sT u%D TPUR TPUBTFucEN' SHUL BF usm Dn SINE AN Y a HE mxHs O, woRH�`Ano swii eE a�PrvarNis Foaxnu woak Pnti unicRuis o rvc ixosE 2 CmONStSRLACEBN SUM NTE reRAµCp R11 SRN —1. NSFMER MFIENS-1 BE REP M TO BISCgEPMIf ES BEIWEkN FOR mts m Cuw RDAs EcuuGTO oRAWNcs ANO SPEC F GnOro 3 CONEF tc ro NAM uGEreE RIOR TO MORNING w WORK AND m1PrwSA E DOFF ROMF DISTREPNS muMEST TO Aarriott, AEHnEBr N P storm DIME"" TAKE PRECEOEN PURECE OwR GRA " osUS BE NOTH. OF tD oEIERMIFK 4 ISUCH T MALL UP Six,,PoORODDMINUMW NRINOND V., Lx15TIE DDLI" E CONRACTOR SHALL BEAR BNE�WHEETR oHENREOFDREPNR OR T11 IRES MEMENN BE HERI S OR N. SENEGAL SO -NO TO 'RES, TO UP WOUL GAYLORDTI E�ZLMTGN 10F�&LEM%�7FORMNARTRO= REPS. ALL GR R D G HERWHENOT LL 214 - RENOVATION FDR gas/�nSH�aN NDT INbGm, E HE .NPEAGTU ' �PE,gD SHw IllIF—QUIT. 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IMPROPER OR INFERIOR OMM LS OR WONRMA4SHIP FICH SWILL APPEAR WRHIN ONE (1) :.1F -�- � , , ^ - s> a�aY _C£ RYMAN HOSPITALITY GROUP ,RfEFL.E�^4gCy 1 qr of ZE 033V2025 ISSUE FOR CONSTRUCTION 1NORTHIS SPERSUBOBTm MR A SPESIC COMPONENT A%E E OPENING OF THE OWNERS AGENT ARCHITECTURAL MECH/ELECTRICALIPWMDFNG KITCHENNEj,MF L SHEETtNDE%UlmM.LL TEDINSG45SECURG YGSMMUN TUPUAND GONVEMION COMER 1D STUDIO 4, I.LC 'OF F,-I'. — . II- 1 TOP SHELF DESIGN i10 SHRTRw CpDroPSaDNIPNOAT HA `UR H NR 'ENG _ PG 6201 CAMPUS CIRCLE DRVE E - .-_ - , 763 VE COUNT! ROAD 3021 - - r AllRMENBECUL,n�MAF�NGMD111 ANN E%kWB NG WOfRKSN U CONfORM TO NE RmI11REGENT S OF GRAP � i ARCHITECTURAL. — FP - IRVINC lE%AS J5063 WIIJS POINT. T% ]5169 A TEUS ACCESmlre REOUREMERIS • fV OUR (4) WER1 OF —EST AWARD All SNW 'S0 N - PHONE 9)25)19424 NONE _ PHONE Dv REgUPEMENts • 6 DRAfnnGS, AND PRgSUCr GFAUNwiFr FMAIIOw UNLESS NOTED O'VIERYASE CONSIREDB MANAGER FMA BEUI ARRgn COM EMAIL PlACKECNNIE®IOSTU0104.CUM EMAIL -- P02 TExAS we 55181E AND/OR NUMI Cr .1 PREW ALL SHOP BRMINE AND $APPLES FOR CONEORWNLE WIN K 1� SOM EMAIL � �: - pD10 DEMOU'IONEfE00R PUN • E DESGN IN OF THE PRWECr THE CONSTRNDMIN PMUGER AND/OR BER111C* S REVIEW Mro CONTACT %BEANS CONtACi PATRICK MCKECHWF, NCARB AU CONTACT - -' E' cOMACT � � - = WMVCF - ' � _ -N Al 1 DMENSIONED k GOULD FLUOR Pwd • � NO m ' IRIMPUT OF A SEEPURB ROME Ull SHALL NOT INDOME AGCEPrANGE OF AN ENTIRE RESPONSIBILITY MATRIX 'CODMMMARY��` ' _T . , - `' `•AREA MAP ASSEMBLY W WHICH THE 1PE1111 REM NN111.1 ixE CONmACiOP SHALL NOT FEPROOUCE. IN '� U F EGRESS FLWR PLAN • W M1v wav OR USE THE cD ESSE, Doc uENTS mR s ITEM m� �� �o �g }o%spcn1 DR MUNI A13 ENwmED BAR 1. ANT oETMts • ETRUN CON Du EIAUE sPRUp cIASSFPRONES %ICATOx SHOP xlEeoxGnul5xW5IULL c xoaRM 'OWTHE M.N. aCxNTRO� TiNNMgsON woPKTMPBILCR MONOiNmuLErW o NOT o�0 6•z cLAssN'GrUN - , _ _ A14 REFI£cim cEtplG Pu • Q E e CODE ANO LOCAL CRERN NG WNE COPES/ORMNANL6 V iRK NAUNLESS ORMEO BY ANY BEFE EE G'C_R RESWPONS BT£ GOR a - - A20 xIERIOR EIfVADOM N n n o %PEB AxI FIE11 mCEmA✓G ONE 1HE THEE RFIE ORE1111E*E watt rluCxtiSESs tHERWSE NOiEO TN C WCUMEh € a % a �+ °a W LDINC 2006 INi£RNAHONN. BUILDING CODE _ [bi • ya i o GEhFFAt REOUREMENi 2DD5 NATIONAL ELECI"I'MDE - - NO OUmWG SECS • O iD MECHENIAL AND/ORSMECm%AL DIUANOS FOR LUWMN G SI' S, .1ENUNRIES T.A<NAxKPl .DD6 NGERFUSE W. GECIANICAL CODE q( _ L. DNOR SCNEWIENS a J a WATER PEAANRE AT ALL HAND 5ANK5 HALL BENCAUBFATED ro 110 _ER D_ ExHE • UMB NG 2006 NiERNATIONAL PLUMBING 1ODE - t - SPECIFICATIONS, F RUNp ONS • • RE 2015 IMERNATIONPL ENERGY ISESSUPTIDN CODE }} - PAot LL , sPEfIFiGnCY15 • SLVDDUNTINS ARNNIT REED BY IHEE EOMMNER�NABR1r SHALL ESSURrS MR CIMMCA ONs SWLLxLUDIRELE • • ENERGY SO 1s INF£RNAAOWtl RRE CODE . - Q ORRY• • m5101.tiY 1111 SPS SANOARDS FOR ACCEBBIBLE -111 _ FOOD SERVICE: `o 222 0 OF THE W mNG AUIHORDIESHIAWNG JURSOICnONR WEF IHS rnE M CONS-FUC'ION ANORWm DN510N 05 MEMiALS WD • • ' ALL CONES TO BE USED N CONJUNCiIOx vnM OGl PNFNOMExTS -- _ 3g :Sr FOOD SEIMCE E01dPMwT PUN • U OCCUPANCY S DM90N O6 WOODS k %Asnte & COMPOBOFS ��- � '"` ' '�' - F x t "F �" _ --X - SO p P. D SEANCE EDWPMEM OPNN a PWNBNG • 23 BE REPINOWN W Rm ORTAneO MMEE N NiI.." TAPPLE OWNER WORKUONS WO PRCHES i1Wi U CY A 2 PRIWA RAwi - - � E E01pPMFNT EI£CIPoL4 k SPECVL FRAMNG k AFTE1w40U5 NESS I.G • • ^ NMECEN TYPE. TYPE A (' REDUCED TO TYPE B PER BC 40331) FULLY NKLERED = - g - U �3D FOR TgxSCPlgw • _ 24 51WtNBEANONSTUDER TO APPLY i0 SWt5G S�nTIOORGLLORMIRE N DIE FRwmr ExLEPr HMSh CAAP},tRv (NOT INCLUDING NLLWORKI • • ILIOUS OF HLOORS '?1Q EXPANSION - N MECHANICAL' SPEC FMALTY Wx<RE A OFEERFM 1- N MLLwCiM (NOES$ NOTED MHUWRF) • • *P,ttyN6NVMj_ r-i • 25 SE S THE U NORM GOOF TOR 5 SOLE FERYPoFRIR CO M DETERMINE ERMEN PR M111 AND TOPURIG1 k BLOCKING REOUREMEYTS FOR MILLWORK ANB -IN. • • O„R NLERED N M PoNCREIE k SIRUCNFM SIFEL _ - - MO I MEC LENDS 20 RODsmucTax ON Egax o eac�lAGO IRES NGEPLEM,IEST LI So aEcunou oBWN AWFiM xEDF au KtnE DmSIOx 0J iHFAwu. Mw MOISNRE PEtEtt10x ♦ • REQUIRED FIRE RATINGS: VICINITY MAP Y201 MECMN HOOF PUN • ALL REO US AUEST FOUR EFULTUENS WRING CONSIOUGHON SHALL BE SUBNITIED N THE ARCHPECT DMLON 06 OPEN IGB Rn xD FK MJM 21 MID DOORS FRAMES WRDWARE • • SUPPORTING ROOF 1 HOUR _ ELECTRICAL: • • STRUCTURAL BEAMS SUPPORT NG EGME B) 2 HOURS' - _ - -- mC0 GENERPt N025 k ABBRENAnONS • 28 SUEONTRACiOFS SHALL NOT CONrEAC E lPN uOROw OR ENG NE %451 S ON SUPPORRNG ftCOF OURS - — = E100 FOtYER k BFMO PLAN • OR OMMUN GnON stall 0 510N 100 E STNUCNRAL CDLUMNS SUPPORTING ONE FLOORS) H 3 HOUfts - _ = E200 PMIEL SCHEDULES k E.ECiRKA1 CETAllS • ®� By THE cEwERM coxmwTOR SIGNAGE (UM1LFSS OtNERMSE NDTED ON DRAWNGS) • • CUTERIOR BEARING WALLS 2 HOURB- - - 30 cINERA. cnNmuT11 Snot AT Exct Ons ONS ISTES OR D-' - PLUMBING: NOMRENLED N THE CONSiRUCEN OOCUMEUR FROM niFR eD OR SCOPE OF WORK GUOUNICM k BLEKNG REM EVENTS roR SUABE MMG ft OURS _ - - - --- RRE SPRNKLERRSREPoNBTRUCEN WOFK UNOEmANEN GRAPHCS • • • • -LNG WALLS RSR - - FEl PLOMB NG GENERAL NOTES AD IECENDS • T °-'- -- ----- GExER4 CO RRn('IOR t0 VEST FY EOU RED SCOPE M'p CGL LxN4 ANY EP` R FEHGv�A w • • INtERIOR B SU OM G "BE (B) 2 OU - N E N W. NG ACGESSORES/SNELvix4 - - - 1. PLO SLHEODUM AND SPELIFIGnONS • ROOF DFLS - • G ME S'"II EAE SYS� MUSTECETVE CURRENT wPRmu OF 1M Aiu FOR AccFPIAeIE _ _ _ _ L p202 PLUYR NG RSER DUGRAMS AND DECMLS • MNE OUR FRS Ex NAUFUGGs AN0 MR_ • • - ._ }3 RESa0Rm PTEO MEEFgORRGELDpHAEX SiINC TYRES RATINGS rO NCWDE MEYBRANESUALL Ill MAxU MEN AND MBTON II EQUIPMENT PROJECT SQUARE RISE ANALYSIS - N 2'k4 E�(�A13Si91= GENINA� CONIFAC —BE LEVEL AREµs) Wfti' ELEECTEROCMW BLTIX:K • Q 'IFWW' SdRT' 'N PHNSES OF THE RO EC ro ETC GENFRALNPUBUC FNCmSUE OF WORK NG HOOKUP FOR EOU POEM • • EXIBDNC 214 0 50 FT —E --- - - - - ENERM CONSTFUNTRINrtUCTUPUNKS REGENT FOR WEATHER PROPMEN FROM ELEMENTS Du E DMLO4 12 SOURINNINGS NGSNPo PROPOSED 214 21.0 SO FT 36 GENEAM. CONIFKTOR t0 PFpwOE OVA COMftOi AS HOODOO FU,NN13RE • • EXISTING BAR SEORAGE - r _ - PEC6AL CONS • iOTAt E]CO SOFT CII 37 PR E REDDIRENENT OF — MIT$ AT MULD ER Si4IR AND TO DIG-9,MIUR MAIERIMS _ ION • • PROJECT DATA _ SCOPE OF WORK FUTURE ,0 BE CONTRACTOR FUFN6Hm CONrRP.C'fOR INSFMLO CFCI. -, -IF,. F NM O 2 _ • • M'CY A-z RESTWMN! - - NEU DrvNON 23 - 1NAC LNG • • TYPEOOPS ttPE U ('=REDUCED TO F E 'B PER IBE 40531U FULLY SPRINKLERED gv.igN 111 xl.,nrq E,4 env"1.eID 1-11 Hoorn i Ou IF U eo puvEwlAtlE OPRia4Y iDRE NI FREERME AMP ANG EFF - NN. OMER INS. SJUDWO L NNERN 26 - CHMEICAt -USHE - REQUIRED R E EMNG R ' R PREFERRED - WLLAORx, DRYWALL. ELGORING, PAINING, PLUMBING, — AND EIEGTRICw R • •STRUETURE CONCRETE k TTRUCNFAL STEflIFE F ux, HAVe FFVI.un L -1 .1. PRIOUNG, SEUm BE THAT - - rnLCHFU_RHU.IG AND FL[cmlaLTn FiUN_PwPOSUS NAB RN OF A RFSIANON%ODa STP (R0` AURRAF 1DF-p`=UUNPURl LLL INOUREFFUFP`MDNDS N WITH A HIGH LEVEL OF FIRE LIGHT HIXU'URR - GENERAL k TRACK • • �FEFOURED - ONT RUNS, PRO• • LIRE DEPARTMENT NOTES _ DATNPENE MOU�SEC�URLI PA'HWAYS. 1 BONES. MIT PULL • • WO BN;miB 9U EILINI4. RUBBISH, .tap WARE MATERIPL SNAIL Ei BE wCUMUUTED ( STRIDAEA/PHONE CABUESAR HOOKUP • • MAIERNL2 S LISFED8MI ro SPONTANEOUS IGNRION, SUGN AS OM1Y RAGS, SW1L BE I CU11 SYSTEM (COORO FEWIPEMEMS W/OWNER) • • 2 SEORm IN A LIBIFp DR CHR CONTAINER. I-1 • • OPRPORARr WIRING FOR F1ECNME , ALM ANO UNO N INSTAUAOF B USED IN } TTONNEL11Wm W,M THE CONBIRUCiroN, AIiEAATgN Ofl OEPOUnON OF BUILDINGS, AUp10 SPEAKERS • • WIPMEM OR SIMILAR STUNG SHALL GANTRY tlNH NFPA I0 TONIC SMEP AND SECURITY, FUEL SYSTEMS • • PROVIDE AND IEUML FlRE RENGUISHEM SO TURN TRAVEL DISTANCE TO REACH A RRE FRE MNMELL• • 4PN_S. MOUNT PITS.FLE, • • • WJUST Ell SPAIMPS AS NEC 1. N G.R.COTO NEW WPLM OR ODORS. IF 10 OR MORE %KING, SUMPS ING NND APOroRS • • 5 SPRINKLER lLLICi IN ALL CARE PI20RCTI0NEWWEINSN Il BEPWNC FOR ftA5 ATE HE RFOR CONTRCC N BUS. 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E s ..3 _ gE " s§ ` ., _€=„aE e o€m-_eoxx `e �§ "es§ € gws� an n xsP�w€�€» eas"� " a s og ..» o E _ g _�a = �, _ " Rfi "as #€a"S xE€�? aE 1st"_a"a_»xx 11 ma has! 1 1 a �E" �8 as �s"E_a�.�a $'s 'sue "s "s "sE"a 31\ O fl� �3- _ T�7, PAN NORTH DEMOLITION PLA DN GENERAL DEMOLITION NOTES ._.. EXISTNG CONDRIONS SHOWN ARE BASED ON —LANDS DOCUMENTS A AND FIELD OBSERVATION GENERLL CONFRPCiOR SWd1 BRING PNOMANES BEM'EIN THESE DOCUMENTS ANB ACTUAL CONDRIONS i0 ANCITECT ARCR'S ATTENTION IMMEOIATCLT EVERIFY - CONTRACTOR SHALL EXISTNG CULN01110N5 CONTRACTOR IS B RESPIXdSIBt£ FIXt ON SITE NERIFlCAnON OF ANY ANO ALL EIRSHER WONK REQUIRED. ; WORN SCOPE SHALL INCLUDE ALL DEMO WORK REWIRED IN WAY OF CONSTRUCTION IDENTHED ELSEWHERE IH C ACCOMMOWING NEW AS IN THESE DOCUMENTS, WHETHER SPECIFICALLY SHOWN TO BE DEMOLISHED ON NOT p SPEREA:TOR SHALL PEMOYE AND STCRE ALL ITEMS AS DIRECTED BY OWNER'S RED I-SENTAnVE CONTRACTOR SHALL DOCUMENT CONDITION - - - O OF ITEMS TO BE RELOCATED 'N PRWECT. ANY ITEMS DAMAGED BY CONTRACTOR OR HIS SUBCONTRACTOR SHALL BE REPLACED AT NO COST TO THE OWNER SALVAGE OR DISCARD REMOVED ITEMS AS _ JIRECiED BY OWNER ARCHITECT ASSUMES NO RESPON9BA.ITY FOR THE DETECION AND/OR EELMOVAL OF ANY HAZARDWS MATERIAL, INCLUDING, BUT NOT UNITED E TO ASBESTOS, IN ANY CORN CERES RESPONSIBLE FOR DEM"C" SHALL NODFY OWNER IMMEDIATELY OF My SO'PECTEO MATERIALS (REFER TO ARTICLE 10 OF AIA DOCUMENT A201 - CURRENT EOIDON) THERERAL CONTRACTOR SHALL GROUNATE SCHEDULE BER:E WMOUnON & CONTACT ARCHITECT & OMERFOR POSSIBLE RYMAN HOSPITALITY GROUP TIA ar m+lEvs F S COMPLETED PROM DE A lEN (10) DAY NOTICESOF LEMOLITN RE BE COMPLETE. PERERAL CONTRACTOR SHALL COORDINATE EMOTION FIRE SPRINKLER SYSTEM TO NEW LAYOUT AND CONFORM TO NFPA 24 ADD MONIES TO G TEll ADS '0.YDUP yR�pED q SSIDER NEW NEW FLOUR PLINFRASTRUCTUREAIN LAYOUT AND CONOI CONTRACTOR 0.1ECT SCREENI TO "DERALSHALLPROBE SES V fc*mcr n >fEOJCCi WORK CONSiRUCDONRPHASE FROM NSUAI OR H CLISICAL CONTACT i0 GUEST AND STAFF COORDINATE VAIN OWNERS A ¢ REP FOR APPROVAL. CONRACTOR TO VEFIFY EXACT EXTENT OF SI ATER ANO —DNA-— )EIAOUDON AND TAKE ALL NECESSARY PRECAUTIONS TO SHORE ALL WPllS RODE, AND STRUCTURE ACCORD NGUY TO ENSURE BUILDING CONSTRUCTONCREWANDBULDNGNTEGPoTYANDSAFETY „ - 033'./.025 CONTRACTOR TO VENFY E%TEVT OF SAWCUT DEMOUTON EXISTING J CONCRETE SLAB AND TRENCH TO NSiTll UNDER suCO e NDUR PER ISSUE FOR aLPROVIDE NEW CONCRETE SLAB TO RANGE ESTNG CONSTRUCTION (i),KEY NOTES: .._ DD,U O ISTNG fAANNG WA,U W/ ACCOMPANIED INTERIOR ORSAAU, OD TO CATCHER ATIACTO WALLS AND —NO AND PREPARE TO RECENENEW HAND DEMOLISH FXSONG MLLwORR AND WN STPUCT 2 EELLOVICALWK�wSRR UINIAES WATERRSUPCviv �ES�oR�5EN 11-11 � �� N COUNUNINNTEREM DONE FRAME AND EXISTRIC WOOD CAN ABOURG UUCI ANG zRE SOCAUS DwR(S) ToTRAM 111) FOR _ 5 ELFµ FN 5NGCHOxCRtEWSLABEPNOD PREP TONPECEIVESNBW FINISHES RE I.IJ W _ A NONTmCTOR TO Dll fINGUCU-0 C- RUCTAND ION PAiCN WO REPA@EAS ENTIRELY DRrrIN L COLUMN FURR-WS PREP T REMOVEµ D OLSCARD IN EREC F ii� �� im0 R PATH OF PLUMBING TRENCH PHASE SEE PWueING DRAWLNGS NR ExACi HEAT OMRO N aa O E F < FNASIIAND L PRotEtr ouawc CGNSTAL-B. - O 'CT." RWN DEAIERGENCY LGHnNG SaLVAGEO AND RD5E0. RGEU:C1RIGl 11 FASTING flag TO BE PROTECTED AND REPAIRED AE NEEDED DURING- �LMAITBE REFER TO FLOOR — FOR LOCADON V M V 2 WALL TO REMAIN, TS EXISTING TO REMAINPROTEODUNiNG cOxSfRucncx, PROP TO RECURS NEW F— PROP111 M� xFA RODD wT - Ta F5HEa LQ °D 15 STOO FXISTER UMDERGROUNDRPLNM&NG PIPES SMOWINI FOR REFERENCE REFER LO NORSING PUNS FOR 'IF. _ib_ NEW UNDERGROUND UTgrt NEW 0 — ON GRADE OVER 11 MIL vpPoR HAS Al OVER PA—ED Ti SUBCRAOE RBNF w//3 0 1V O.t iA wAY r %LOW tOP OF SU8 FPORiEO BY CNNRS, —OE SUB CONTRULAURC EL000N UUN S 0 OWU— SEC AD012 �-_-_------- 10 KioALOAGL R FORCCLE CF WORTH OT TCONUNSG BE REPLACED. SHEET SYMBOLS ., .,.. i• •� _____- EXISTING TO BE REMOVED, (U0N) E%ISTING WALL TO REMAIN ----- EXISTING I HOUR RATED FIRE WALL EXISTING 2 HOUR RATED FIRE WALL = - --- - -- - - ------ ------ DEMOLITION FLOOR PLAN AD.1 GLT-25001 GENERAL NOTES A REFER To FINISH sCL IxILL, ANOP PLAN AND E vnnoN —FORS; APPLIED FINISHES I - B WALLS TO STRUCTURAL DECK MUST ME THOROUGHLY RULED AROUND C REFER Ta SHEETS A20 FOR ALL INTERIOR ELEVATIONS AND TAGS i D REFER TO SHEETS A40 FOR DOOR AND WINDOW INFORMATION AD MADE SPRINKLER SYSTEM SHALL BE DESIGNED BY FS.PERENCED : E AND COMPETENT SYSTEM DESIGNERS USING THE PAP, GAS ND'3 DR '^ �" �A-� ssu OTHER RECOGNIZED STANDARDS WHICH HAVE REQUIREMENTS IN EXCESS Q.p 11 ci21M2 10 INSTALUTION CONTRACTOR TO COORDINAIT LOCAPON OF LIFE p: F SA- DEVICES, EMERGENCY STAOBE AGIHS,SMDKE DEIECTORS,FlRE _ _ _ - - - - - - -'� _ OFENGUISNERS.ER WITH PSOG Q FUSERS IN PUBLIC AREAS SHALL BE PARTED TO MATCH ADJACENT `MISHES AR.G NOTED GTNTBUSE. \\p J H REFER i0 KRCHEN DRAWINGS FOR NYOUL AND SPE1IFICAi1ON5, EX EARN CONCRETE STAB AND PREP TO RECENE NEW FTITO - - J L I II PROTECT DORI% NOBSTRUCT11'. R REMAIN GENERAL CONTRACTOR i0 J PROTECT DURING CONSTRUCTION PATCH NEXI REPAIR IXIBRNG ARE RYMAN HOSPITALITY GROUP iL-_-_T T_ RATED INSULATION AS HELPEDPROTECT CON TO MARTIN EXISTING COLOR AND FINISH K RE EXISTING FICONTROL° PflOiECi DURING STRUCt10N, I-ILLIjUll 2 NOVF ARE MiED WALL. -I HOVR ARE RAZED WUL I - L ENISFING FMERCENCT tICHiING SALVAGED AND REUSED T XEY NOTES: g _ _i RAJRCRK BY GC RE DESIGN PACKET r OCCUPANCY LOAD SIGN, VERRY EXACT LCCATION AND WORDING WISH 2 IRE MARSHAL PRIOR TO INETAII R�PEP 4qC " i 3-OSRION DOOR FRAME AT THE CENTER OF THE NEW WALL NEW SURFACE Ma AITUM USE EXNNcuISHER COORTINATE ANAL 4 -OCA ION WI*H ARE UPESHALL EXNxGOISHER MOUNTED sO AS TO BE SEPJICFALA so THEY CAN BE INSPECTED AND TAGGED ON AN ANNOI VEWSPtBV '9TF o f tb - \ A TRAINED PROFESSIONAL j-- �(-1 1 1 + 1 (O , _ _ _ 8 OBOR F MDIE WALSUT AND DEFNIS RE ERPERE G DRAWINGS V OR *0 REMAIN CLEAN INTEROR AND EXTERIOR SURFACES, FEW — 6 FRAME OERIOR SFAlANT AS NEEDED. REFER TD DESIGN FOR 0331/.025 Q o BE FOUR INCHES REPBAAR BETALI �ML ISSUE FOR CONSTRUCTION s NEW METAL STUD WALL FRAMING, REIN FDR DETAILS � 1 2 } a ANTSUEE NEW CONSTRUCTON WITH EXISTING ELEMENTS AND MATCH IF art. BAR I/ O i SIONLEASLY 11 NEW COLUMN ENCASEMENTREFER'O BGACHE 1-01 FAIR NALLAY r e - T 12 ROOM119 1 IDERS11 CURTAIN RE DESIGN PACKET N �^ ^ 0 u I ^ * 16 �PoG SURFACE MOUNTED TIRE EXTINGUISHER, I I 3� 1B IXlm z I -—----- ——--� I w_ I IEICODRYBAR READ - RE EDFsron PACKEr PAcnEr Fare Fry sHEs jy I 1rc-v 1/a' u � - ='-+ I/+- - - I I - M NRREDRARY E OUTM- 0 BIUH ERI SAPHYM EY WWRN ADJACENT WALL AND LL N III, AS MATCHED FOR A SUNLESS TRANSITION f n rc 9 1 - I 18 VEW FlNISFES ON E%ISNNG NON EGRESS DOORS REDESIGN. 19 aELOGTE AND REVSE OBBIING G- RE MEP FLANS i p I" q I I I ° 2a ADIS s M,RIaN DLIaL }a, HE a.BI x PAGN T O 21 ALF BACKER AB NEEDED HE DESIGN _ 22 ADORING FINISH AS NEEDED RE DESIGN Q o I I (G I ( _XIBTING EXPOSED STEEL FRAME OVERHEAD AND CEILING WftH FIRE AGE, DOOR TO REMAIN GENERAL CONTRACTOR i0 PROTECT URING V V Z a CONSTRUCTON PATCH AND REPAIR AS NEEDED TO MATCH EXD6NNG V PRIMARY ^ I I COLOR AND FINSH _ I I I + ARE I I ! I — - - - - - - — - - - - — — WALL TYPE SCHEDULE 13�-- - Af L STUDS : 4 5 6] 0 9 FIN 1 t ___ _____ ___ OUR ARE RATED WALL - 6IX" MTL -BE • I I Is!rNc duos • L1 �I 5 � 5/8° GYPSUM BOARD • • LL 84CKER BOARD. WHEN • ATo Ham'»� I, L LEGEND WALL NEw INTERIaR/ExrERIOR WAu(s7 T T ;.„`,,.'� N`F,�.� 1 Aia d - _ _ EXIST NG INTERIOR/EXTERIOR WALL(s) it PENG I -OR FIRE RATED WATL(S) r . IXISTRG 2 HOUR FIRE RATIO WAL(S) - -- 111 ENTRY Im - � KEY MAP ------- - SWNoerereEHw roNs DIMENSIONED Et NOTED FLOOR PLAN NGR>~ A1.1 DIMENSIONED Ft NOTED FLOOR PLAN GLT-25001 PROJECT SUMMARY BUILDING kNLDWG DATA OCCUPANCY LOAD CALCULATION _ ,OCCUPANTv A-2 RE5FAURAM NO -ME PoOUGE HAS BEEN ADDED FOR EGRESS PURPOSES �ygAq J LONB PON HYPE A ("=REDUGEG TO TYPE IS PER IBC 4O3 },1), FULLY INTERIOR SEATING pAREA(MODIFIED) SO LOAD FACTOR OCCUPANCY TPE RUC 9PflINKLERED a EXITING 1TOG Fr I ' NUUn PROPORM, 21.2 y +sFA* x sveiry larEo "sF-INPucE CONCREtE R sm1-RAL STIEL I.IUMBER OF EXITS a mFr eraw'x + " ss - NUMBER OF EXITS REOUIRED 2 - P W;REgU1RE0 FIRE RATINGS: aY P PATIO SEATING GROUND LEVEL ".BE, OG IXrts ROVIDp 2 >NN `RRucTuex BEAMS SUPPORTNS Fool - I xaex• MEANS OF EGRESS WIDTH£ SUPPORTING FLUOR(S) - 2 HOURS" TOTAL EGRETS TOTAL EGRESS - - - - STRUCTURAL SUPvux N4 xVUI - VUx• OCCUPANTS FACTOR WIDtN REQUIRED W10*!I PROVIDED - - ion COLUMNS SUPPORTNG ONE ELWR(S) �} HOURS EGPES; F-PANC1 -.11 020" PER 4 G III N - ING E— DCC;IIPAMJ e IXIEHlwnus _ / EXIT OCCUPANCY LOADS / F INTER NO WALLI SUPPORTING FLOORS) �2HHOURS" DOOR EGRESS WIDTH PRONGED I OCCUPANCY IOM ROOF DECKS >- 020 REST AOME FLOOR HOUR• GIS' IG i2 IN, 0 STAIRWAYS - 2 POURS. 1-1/2 ER 0 MIRGS < N RYMAtf HOSPITALITY GROUP WALLS EXIT ACCESS - HOUR, 20 MIN OPENINGS IXrt jllB ? a+�m+lEvs PRGJECT SQUARE FOOTAGE ANALYSIS EGRESS LAYOUT NOTES i I GR l D- 114 -ICE SO 1 1 TACTILE EXIT SIGNS SHNJ. BE PROVIDED Ai THE FOLLOWING LOCATIONS PROPOSED 214 TTP[ SO FT. A)EACH GRADE LEVEL EXTERIOR DOOR SHALL BE IDENTIFED BY A TACTILE -- J EXISTING FAR EACfI E%B, IXNl iT ACCESSXDOUR FROM AN INTERIOR ROOM OR MET TO �Ni' LI STORAGE B A COMMIT OR HALLWAY -1 IS REQUIRED i0 HAVE A NSTUAL EXIT PEG q ` R,t - roTAl I'll so FFr SIGN, SfwL BE IDEMInED BY A TAcn:E IXD SIGN WITH THE WORDS, ,�� 1 ..-...� Oy, PROJECT DATA 'Exit ROUTE' ¢'�ti 'rO ~` ?n % —REFERENCE SHEET PA FOR EX19ING AND PROPORED DOOR fF� zvF� j) GFCU NCY A-2RESTAURANT - INFORMATION. A \ row TIPEAE((-MNNCED TO TYPE IT PER IBC 4033.1), FULLY _ HYPE NK NC.Ic uRu aEEL EX T TRAVEL DISTANCE 'T9TF oF�� PRNKLERFD TaBL FEW n s1R- REgpREO FIRE EN6nNG TRAVEL DISTANCE 20' W/SPRINKTEll LER SYSTEM 03 3"./2025 \ \ F IRE RM EXISTING TRAVEL DISTANCE W' W/SPRNKLER SYSTEM ISSUE FOR \ _ _ CONSTRUCTION EGRESS AISLE LEGEND art. NOT IN SCOPE V CLEAR FLOOR EXIT PATH N �.' EXIT PAiN Z y w \ bm/ EFT CAPACITY OCCUPANT LOAN / MING s ^ FIRE RAIEO SEPARATION O O FURNISHING NOTES / ( FEIGNS GF COUNTERS SMLL RE 2F" MINIMUM-34" MAXIMUM L7 2 MaNELNERING CLEAANCE stw! BE 31TYPI' II EF••EE _ 3 KNEE CLEARANCE SHALL BE 27' HIGH, 17" DEEP AND 30' WIDE V V _ -- !- 4 COORDINATE WITH FIRE MARSHAL FOR FIRE R OCIIP ER LOCATIONS MAXIMUM PROPER DISTANCE OF TRAVEL, FOR OCCUPANCY CLPST B, \ 5 SF INKLEFER, PER CEO TABLE 10F 2, W 3TI Fi MAXIMUM DISTANCE v24O OF TRAVEL PFONOED, INDICATED 6Y HEAVY DASHED UNE, ,may M.4tIMUM AI -LOWED COMMON PATH OF EGRESS iPAVF4 FOR !� OGCDPE CY RE B, STEM EREp, PER CFO TABLE 10062, WDH SOCCLE D%BY NE10D T XIIMUIM DISTANCE OF TRAVEL PROVIDED. \ \ _-- / MAXMUM CF ]SFTSTNEROOLNOUI2THE BONING BONLfO A WPl% iHROUGN FRPROJECT WITH THEFIRE WAS i0 CONE AY TIP OF GGN THE ACCEiSR $FW.L OFIN.AT -TO O'AFFN ^ - _-_------- WM'OTIES AND LOCATONS ARE ACCEPFMLE PflroR N � ,W�F�DI=,w�EI-R { i I . I I s KEY AUMS FURNISHING (uINoeRRiww noxs) El EGRESS FLOOR PLAN OVERALL EGRESS PLAN GLT-25001 z'-o vz• COHEOULEpP 41NisN AS Pi0Ti0 P0i RIFE Wq \ �iscA s°ulry a s1uDs Ar oc a°x3°1Na.HIS — STEEL WYBiHLBRACE PUIESN�R 1/,' CONHNOOUS SKEW p— WALL SETUO50 BAR DIE -fr' S/BO WATER R65iANi GYP 5/0• PLYWOOD BOARD CVll I., AS SCxEOUIED 5/e' CENfNi PACKER BOARD NI III III —ING F-RING AS H.ULED -- SCHEDULED CONCRETE ADA BAR TOP SECTION AT NEW BAR 4 BEN F L a€ KHFHENE, /I w sGHEDNL D CIEAR SFAUNT° 3k .I, ® E NA N� D�U,INOONAO e• OC `1/4- —.1 n EL RE GF N whip TH B�AGK ERP s/e- wAreR REslsswi — BOAPD I- Ell" FSBSCmYrvU.,. r 1z° E, s/�s�pEMENr —� ns scxEroULED EISf NG FLOORING AS NEWLEO --- FOULED 2' CONCRETE 5fEN WALL BAR TOP SECTION AT NEW BAR 5 MOtq. RE - �"-S:,F{- -I MOIgNG RE -" DESCN PMKBET FDA Fes% DfsICN PACkD-I FOR MERHEAD DOOR �_ I Y LO AIKAB CORDREAD LL01WOFN f 2 SCNE➢U1NNf➢R H RONo As - ----- RE I_N PACKET FOR PACKET FOR DETNLSSGN \I.I OVERHESD LOOR IR,CK, III AND MU—K E~ m ANnoN oMIRRGR S.O.L. F IN6N G pi0 M,ARRE MEP / � - 1 A, scHE'D I PE DEsi H �\ ATEEL PRACKEF To suPPCRi UNIER RH 1£G1 00WN1 PACN WPLL r sCH_ NNREW_R FASTEN AS rececelNe 1 PACKET FOR DEiuLs owxfD ]/4" SHEATHING OVER ® " 3/4• SHEATHIURSiUDs _cam 1. FLOORING As SCHEDut£D PLOOflING As sCNF0ULE0 -c-- _�_ INNW GR G.D .4 I_ R,..10 �D �.Ia ail NEW BACK BAR MILLWORK END VIEW I 7 NEW BACK BAR MILLWORK END VIEW 6 r' GpUR ZXp LI BRvuxET PUNiERiOP NiLLMmn � mlu��5k�xq mac POVE, RE u"0. awvc 1 n.N� lwnz• 51EELHCOLUMn'S N r RE A/A1 } I II a ❑ COINT=E J. 11 70 �nq �❑ - -I m j RYWN HOSPITALITY GROUP ., .zw xI su, +.os I I . -< gO1, ,6 «F=, 1n' I i ,ems b� ✓a� Oa gr.aes ENLARGED BAR DIE WALL z E,131; N25 ISSUE FOR CONSTRUCTION I MEN � � ,, I ENLARGED BAR COUNTERTOP PLAN ( Z -- ----- ----- ---- - --- ----- ----- - ---- BAR DIE WALL AND FI .I COUNTERTOP PLANS .I 0=, EAPER RRAss HDOK ®,B oc - - PE DESIGN J l -- ti.-- NKN Ts D RWNaI A1.3 NEW BACK BAR MILLWORK ELEVATION 3 GI Ti 25001 ____--____________-------- -0 I { 1 � f _ _ { \� ae®� — 49 PWJ NDRTH REFLECTED CEILING PLAN 1 1 GENERAL NOTES A +th l0 LLI:GIHICAL DRAWINGS TOR ALL ELECTRICAL LXtUR,S NO ; SCOPE B ALL LISTED HEIGHTS ARE TO EBOTTOMGENE A- FINISHES, SHALL BE VERIFIED IN /O FIELD BY THE AGERN. CONTRACTOR NOT ALL ROOMY R. CNUNG SHOWN ARE EXISTING &ARE NOT SHOWN C TO CORTiI' NO NEW WORK - THE CONTRACTOR SHALL COMPARE THIS REFLECTCEILING PLAN ff m WITH ELECTRICAL LIGHRNG PLANS, MECHANICAL SUPPLY ACID - D INC PUNS.SISTENTHE CONTRADICTS M' R SHALL REPORT AOMISSIONS DR DR INCONCIES TO ADRENALINE AND/Oft ARCHITECT m'o" ANY ITEMS SDSPENDFROM THE CEILING OR INSTALLED ON A ? i E WALL M UST NOT HANGG LOWER THAN B4" ABOVE THE FlNISHED TwoR HE THE GENERAL CONTRACTOR SHMILL IB BE RESPONSLE FOR OLSONNATING WITH ALL SUB-CONTftACiORs AND WLTH THE _ F ANDLGRD'S OR TENANT'S VENDORS TO ENSURE THAT ADEQUATE ACCESS IS PROVIDED ON SHARE BUILDING UTILITIES AND OTHER WHERE EXISTING CONDITIONS ARE CUi OR D'STURBED TO PERMT G NSTMIATON OF NEW WORK, MATCH AND PATCH EXISTNO DISTURBED CONSTRUCTION TO ORIGINAL CONDITION. RYBAN HOSPITALITY GROUP DIMENSIONS AND CONDITIONS SHALL BE VERIFIED IN THE FIELD BY - N THE GENERAL CON RACTOR (GC) PRIOR TO CONSTRUCTION OR 1H ORDER OF MATERIALS err mares NETHER SPRINKLER HEADS NOR CONCEALED SPRINKLER HEAD OVER ARE ALLOWED TO BE PAINTED COORDINATE SPRINKLER 1FAR FNISHES WTH OWNER SPRINKLER HEADS ARE NOT SHOWN ON ARGNITECTURAL REFLECTED CEILING PLANS CONTRACTOR TO INSTALL SUFTICIENT HEADS PER IRE CONSULTANT PLANS IN ALL SPACES TO PROVIDE 10M A COVERAGE AS REQUIRED UNDER NFPA 13 AND OWNERS' INSURANCE ABS IANOLORD'S INSURANCE REQUIREMENTS CENTER ALL _ SPRINKLER HEADS IN CEILNG TILES AND GYPSUM BOARD CEILINGS 0 KEYNOTES: ,4b EXISTING BUMS AND CEILING TO REMAIN GENERAL CONTACTOR - 1 TO PROTECT DURING CONSTRUCTION PATCH AND REPAIR AS % NEEDED TO MATCH EXISTND COLOR AND FINISH 2 EXISTING FIRE CONTROL, PROTECT DURING CONSTRUCTION. 0GTG1,2GC5 REIc'Ec EMERGENCY RRAw1N s`xnwc vnceD D R s D. ISSUE FOR EXISTING TO REMAIN, PROTECT DURING CONSTRUCTION, PREP TO ENCONSTRUCTION 4 RECIVE EW FINISHES 5 LINE OF SO- ABOVE EXISTING ME —11L MAIN TRUNK LINE AND DUCTWORK PROTECT 6 DURING CONSTRUCTION RE MECHANICAL DRAWINGS FOR SCOPE OF WORK AND ITEMS TO RFJAIJN OR BE REPLACED ] NEW MECHANICAL TRUNK LINE RE. MECHANICAL DRAWINGS r B NEW LIGHT MOUNTED TO UNDERSIDE OF EXISTING DECK, RE. N DESIGN PACKAGE AND M. PUNS R NEW SIGHT MOUNTED TO WALL, RE. DESIGN PACKAGE AND MEP Qz'� ,0 EXISHNO LIGHT MOUNRD TO WALL TO REMAIN „ E%ISTING FIT SIGN TO REMAIN �r 12 EXISTING MECHANICAL AR SUPPLY TO REMAIN RE. MECHANICAL w LL DRAWINGS r n - 13 EXISTING MECHANICAL AIR RETURN TO REMAIN RE. MECHANICAL F tti c CdtAW NGS 14 EXISTING FLOOR DECK STRUCTURE EXPOSED �I o = w 15 EXISTING STEEL STRUCTURE EXPOSED O m EXISTING OVERHEAD DATA AND ELECTRICAL, PROTECT ODRING .¢ 16 CONSTRUCTON RE TO ELECTRICAL DRAWINCSFOR SCOPE OF J WORK AND MG TO REMAIN OR BE REPLACED /' z ] DECORATIVE CURTAIN ON TRACK MOUNTED WITH UNIS'TURIS AS LV w PER MANUFACNRE RECOMMENDATIONS RE DESIGN PACKET CEILING FIX"URE LEGEND l� L OOWNLIGHT UECORATVE PENO N LTG. rb \ DECORATNE PENDANT LIGHT �(DDECORATNE PENDANT EMERGENCY LIGHT.n�____ SUPPLY Omsm I-. GRILL i KEY MAP j EXISTING 214 REFLECTED (' RORRFNoZWKS) CEILING PLAN A1.4 GLT•25001 MAIN ENTRY ELEVATION a� u 12 PRIMARY _AREA iOAR I il z — 5 ------ I 0 BAR n PRIMARY AREA PIRO LEFT ELEVATION z � a BAR ELEVATI00 3 rz = — ---- " I } VIP ELEVATION 4 iGENERAL NOTES: A REFER 110 FOR ALL PUN DIMENSIONS 8 REEEft FINISH SCHEDULE C REFER RCP FOR CEILING FINISHES 0 ALL WALLS i0 BE EGGSHELL FINISH E MILLWORN BV OiNERS f EQUIPMENT. BY VENDOR. RE. SHOP DMWMGS G NN ffURE BY OTHERS H GC i0 PROVIDE SAICE MOUNTED FRE EXTINGUISHERS D KEY NOTES: 51GNAGE/ BMND FEANRES RP' DINER 2 MILLWORK/FURNITURE RY DESIGN 3 EQUIPMENT DY OWNER 4 NEW ROOM DIVIDFR RE DESIGN 5 MEW COLUMN ENCASEMENT REFER DESIGN FOR FINISHES 6 TEMPORARY PIATFORM BY OWNER > WALL &SE REE DESIGN 8 WAII— REF DESIGN D .IGM NG RE NIP AND DESGN 10 D WL FINISH REF ESIGN fNSN ABOVE 11'6' REF DESIGN " WALL TRIM REF DESIGN 3 ,EXISRNG DOOR W FINSH RE DESIGN Nm THE MERIOR mish MATERI- FOR WALLS, uoRs, CEIUNGs AND TRIM NUST COMPLY WRH SECIIONS AN. T-RI. vl.c, :M1n RAME SPREAD AND SMOKE DEVELOPED INDEX RATINGS SHALL COMPLY wRI SECTION XC3' BOOR FINISH MATERNLS SHAD. DOCUMENT COMPLWJCE WITH SECTION 804 (CUSS 1 OR CV55 2) REQUIREMENTS WHERE REQUIRED 10 SECHON 80442, 2012 IBC. FNISHES IN ft00M5 AND ENCLOSED SPACES FOR BUSINESS (R) GROUP SHALL HAVE A MIN It— C FIAME SPREAD (76-200) & SMONE-DEVELOPED INDEX (0-450) PER ASTN E-84 KOOR FINISH SHALL NAVE THE MINIMUM CRMOAL RADIANT RUE OF NOT DE LEES THAN CIA55 II NOTE: REFERS TO INTERIOR DESIGN DE0.1L5 .1 ALL MILLWORK FINISHES AND OREN90NS � HI r G OLD, 47 IT \—m DF U., - IXRNNG BFAM EXIStMG B4AM� e e �. r�R�RE ME�u1PBOVtlS F BEAM A PNXER-MTM: 1 5 � j \ \ `fE�COWMN ExC4tCMErv1. EN //,/ xEW NRPEO E%ISNNGIX 4l_�l \_ CONCREtE Wll1-/ 011! WALL ^�.� `NfW xG STEEL CGWMN. ` PRIMARY a BAR BL xEw IIG AS N.DE FOR CiBINEr FRuemG ENTRY�..0 .. AREA O uEW �xFlu sue ANo m F 6 7 1FOR ElFcmx'.0 µDFUNrcA1=O CPAWINGSN RE i ¢fl 565 0' � ME LawER ttvEL - - _ _- -__ - - '� � --_-_ - - 1-- .. J—, _ - ' " r ^ • -_-- _ - --- , COLUMN ENCASEMENT DETAIL ( z COLUMN ENCASEMENT SECTION 3 COLUMN ENCASEMENT SECTION 4 COLUMN ENCASEMENT DETAIL ( 5 TYPICAL STUD ATTACHMENT TO CONCRETE SLAB DETAIL I 9 COLUMN ENCASEMENT SECTION b 1 HOUR FIRE RATED WALL PENETRATION 1 COLUMN ENCASEMENT SECTION 7 TYPICAL STUD ATTACHMENT TO METAL DECK 110 �^ TrL \mc 0 TYPICAL STUD ATTACHMENT TO METAL DECK"110 2 HOUR FIRE RATED WALL PENETRATION '11Z Lv�TRAx �Ox�mla x� uxscxEnu�co�� J \—��muc coxeRE*E B FLOOR TRANSITION LVT TO CONCRETE 4 41 w 70 - U RYMAN HOSPITALITY GROUP .R0?E�.4RC BUILDING SECTION)1Q^a�/,�y�1,y ,.a, x33i/.U25 ISSUE FOR CONSTRUCTION QZ 0GO o� �J BUILDING SECTIONS A3.0 6LT-25001 'U HEAD pISiING i JAMB E\1511NG SILL FXbTNG I DOOR me D FRnuE me I IDDD FRAME FlxISH I GIAZINL i0 NAVE FINISH REFER i0 INTERIOR DESIGN FlNSHES EXISTING DOOR ELEVATION (�XIJEX2 q EAD /A+D _ t/Abo IDWR TmE cots wow FRAME mE uETu I TON( EN., wTcx �wettmm wut FRN 1 .11H �AgVicerz wul (PETER HARDWARE WIEOULE NEW DOOR ELEVATION K1 T2:t3 MEru. sm" FRAMING cPswM BGARB -FlNisx as x TEITER uu B --cros NNfsn As-EDULEO—%— fiOIXN+,)PEWNG -1 OHM WMEW M DOOR BWR AS SMFBULFD LE BEYOND " HEAD PSUM BOPAB ODARD RNIGH AS MRAL -A HFF 1- ___ i1N 511 AS SCNEDUI£D 5 J/4" 3 PERVADE MNMIUM DOOR AS S<EBULED %LMLG ETN. POOR JAMB DOOR AS SCHfBULEB--�„��METAL FWAtE BEM�NDBIILEB SILL INTERIOR INTERIOR DOOR DETAIn IX.'I VIF rF 4LL IXSTNG IDODR -EH p�"ME Fl, IxNN IEkORNL HARDWARE TaxREMux i u TO INTERIOR MrtmOR ODOR GUEACE IN HAVE FINISH REFER m INTF.A9R DESIGN FlNISnES EXISTING DOOR ELEVATIONXX4 - RAMS 6-9 CIR � G°ELL NO ENNE � EFIRB I IUTLEE \-COEl ONE 11 9 HO IZONTK SPACING 1 IL TYPE D R EMPE sMm65m¢ I FR EN� irD s 0. (REFERDO NEW COILING SECURITY DOOR AT BAR „<., N Il5li�6i �F-VXSZIZRFFNRRACE `� BACHNEW WALL +. � "iREUAD CO4 N, HOOD YEEHz J/4 HEAD FI' MIT `,,,I I I I `CABBEET .111HKTO I1-LRILIE SUPWRL AND �-IF, E^s J7J U—RERs culoE NRE BE FOR \\ iPACKXSUPPORt.BRACE `CWNrERtOP JAMB WERbR DEBINT°" PACKET OVERHEAD COIL DOOR DETAIL 2 n � JAMB IX150wG 1WOR rnE u u 1 I WGR FlNfsx afmxc � E 7—xc I IREnx LUROWARE EO.- I GENERAL NOTES A FIEN vFRINEPLI°OPEYING DIMEx9FEE PRIOR i0 FABM. ON i0f£FANCES a ErgNS NO SaLLB %ISO1N HPAOWAREHE➢IriEu ( FlUME FlNISH IXphnWc 4Pu 0 BEAD OFSGU 1 AiSIPE IRYEIERE OF EXTERIOR DOOR FRAMES AAE i0 RECEME A i ALL DOORS SHALL BE EOJPPEO ATTR SNGtE EFTOFT NO GRASP HARDWARE C ENTERED BE 11 14" AND 1111 F100R FT �, O KET OR ANY° PELIAL KNOWLEDGE OR EFFOKT IM W °NE ALIroN OwIVNIE III E Lse OF A ° P PUFF OR PUSH EFFORT. APPNED A flOxt ANI. TO MINCED DWRSOANI ATTHE 'IEFTIB NNEOP OF B MA.Y BEl FUL EDG WDR , PE"-iINS'FANCIXA FS OF E DOORS ARE TO PR.El ARS SECOND ".,NO SPEED fAW A 90 DEGREE OPEN P ORS B III BET, THE -11UTA EITOREGPO OPFRFTO THE 1 MAY EWIKK-1 i0 TXWMIN IMUM WALLo ABLE BY THE APPROPRN.TE ADUINISTRATNE AUTNOPoPI. NOT TO •-" - E I.—CONiRACrgt SMALL PRONOE All ACCESSB-1 DOOR SONS AE REQUIRED BY THE EM eua0wc CODE AND Aft APPucABLE CODES RYMAN HOSPITALITY GROUP EXISTING DOOR ELEVATION a' EX5 rTHHRTGRA"W""E BPRc PINNGnINcG OF TW�nGoE LEW So AND sTlue RmRE E"AME c xor Ea PING" —I, IAHLIBNO AT FEE ITHRE 0.ROMBE TEXTRENT OF WEATHER 5fPoPP1NG AND METAL BR DRIPiO ALCOMNOWTE EXISTING DOOR ELEVATION d sxe »awNUIITOP e avNMflESHatDO➢r mswORwn THE DDDR , T , O EXb arm+aos x1A 2l1l q0 Ep, 4," �xo Wawreo3E K SCHDOUI.EO TO BE —HED IN PRIME CCUM INPH ? k E SUE BOTTOM 10 WCHEE OF ALL BENI SIMLL HAVE A SMOOTH. UPROTRUPTED M REFER TO ENSN —E, FINISH PUN AND EFFUSIONS FOR APPNED WISHES N REFER TO 9EETS Ai D FOR ALL -1 1..UZ > tl 0 ALL PPNES OF GIASB IF DOORS t0 BE tEMPEAED GUSB. P GC N PROVIDE-1. AT HEAD AND eLLt - INll WUs SEIUNT 03aV.a25 ISSUE FOR ° GC m ronaU-- OWNER FOR NEW KEYNB AT DOOR ONE. CONSTRUCTION HARDWARE SCHEDULE DOOR NUMBER / lF..N HNroWE BET art. DOOR $ EAT, 1. ENTRANCE wsmw TO —1 cV11 WDR / IX5. E. ENIRANll DISH& TO REMNx s Z Lu OODR @ 1.2,1 F. IXR 1 w o BE nARpwARE SETT O aPRt <- NO wxGE srANDt�Fa - 45X4s . JMB USN s., _ Q DUPFIN MODEL, 99E-N1 J US]0 1 tEVEA VDN DUPRNt MODEL 996-NL BE U529 V i EACH DOOR SWEEP PER. tarp t locB I,— G N. r r I DOOR DETAILS Et SCHEDULE A4.0 GLT-25001 mszJ9 lull a � 0 ( () a ;/(\[f !( q � / J � k No£RUSma aA 3ni f, RYMlPI HOSPITALITY GROUP ^G U¢ irk n y 'TgTE o f . o3a1 25 ISSUE FOR CONSTRUCTION SPECIFICATIONS SP.2 GLT-25001 mszJ9 UdS ( () a ;/(\[f !( q � / J � k No£RUSma aA 3ni mszJ9 #'dS a � 0 ( () a ;/(\[f !( q � / J � k No£RUSma aA 3ni MECHANICAL SYMBOLS AND ABBREVIATIONS ASIS OF MECHANICAL DESIGN BASIS ECHANICAL GENERAL=NOTES SYMBOLS ABBREVIATIONS ml— IITT-11-AlIII—I—Il-IIIA-1—TTI I —�F Al 111— 1-1 1 IlAT" I—ECI IU.. A-111-11' IAIII 1I lIAT—L I-L '1, 1-11 All 1— FlIR-11 III I — 70 Alll.'NTAIZL I O-1`°T=I� " All A � _PA I A LIA1,111 I —RA —I I1AI1=1lI lzltIlzR1I-I,l-- 1111-1-1—, T,=A�11,�IIIEiAT�11,111, 11 1,11TA AlI�RILLR, I-- 1 A 12.1 I1"1l1=Tl�1,E 11 1 11' � T11l All 1— 11.1 IT11111TI INA —.11PIA Ill— III UlIT 11 11.11TIAE I—A-1 11T1I I ours IITAII l", , �a'I'll l�"' IT "'U P,nv I A, A I L.1 — 11.— I TTI-A lOTI 1 -1, :1 —111 nTz Il """ -T—F All IIIIIIA—ITI " _, A_ I (IIAN HOSPITALITY GROUP ,111 I - ll-ITU—1 IIATIVIDRAWING/DETAIL I'. I NI l, ..T A11,11AIL. REFERENCE 1 A — I'TIT L Al 1-1- 1 iAj 11TI11 11"A T' I ` IIITAII ll" l-A-111 III IIIIA III IT A Ol —1-- 1— 111— " I" 11-1 IIIIA11T =21- T� IN —11TIll ia°PllIll ATCT ll I,, I —Ill All ll IALL aEa A 5­ ` T I A-111- IALVI lUAl, I'_ 1.1L I-L.. Tl I.Il- ILAII A — Al Milm 0. RIMINI aourve A— —11 TEl'-T �A��IT 111— T 1'111N I 1A 111 All A �1=11,11.21U U"I�l A TT, ll,_ "A, lIl I ..... 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I IF T I.—IIIIA1 1111 IF PIII I —I POAN AIIT see IT TzR III , IT.— '=11ER 4 ------------------- MECHANICAL GENERAL NOTES AND LEGENDS mool GAT-25001 miol GLT-25001 _=NPI . . . ILL 111111��113 Aw 3 1., 11 "UU—M-1 R O�N HOSPITALITY GROUP 1 ILL IIIALL 11 1111T 'I I I, izlj =l nnonvo AIL 1 11 3 L IL- 140 r— 8RIM D. HIMM L &�V GV11—VI IMI'll. "n I GOP ' LJ ISSUE FOR Ro I'lF 1,-"IINF�,F�R �E T, CONSTRUCTION „to /tM ti GWI at r, - 11"IT'll ­U51O 11RI-11111 RE111T yti t. P1.1,11111TIT131 AN'�' RE<(DI —lIl I —01,1�.Il— T11 TllE —I—R IF x <epwLLI 0 -t4 11 , Z� S � lz- 4 ---- ----- ----- ---------- ------------------------- FLOOR PLAN ... OEVIGE ...... FLOOR PLAN 4 �11— 1-11 10 .11 Oil 4' R' GLT-25001 CODE SUMMARY Ro ILI<IRICA -_.IC OtSC) I T.-AlITAL, I-C, I AT- -1 COMMON ABBREVIATIONS I-RIC AlI Asoll ��plislTci azI All Il- ,L AU_ Al -TIC, 111t, W Ilt. G- i A F C.LR,LT Co.... 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GICIT of CR.I.Lill 12 i'�' "LlIFAIll I-T I.A II,lIIll iT R- L IAT1.11 SHALL 1.1- tITI 1111 IlTll L, _ FOR TI I't-11T .1LI CII1lC PRoviOEJ ,I 1111L tCT I' Il- tIll IIII li� .11 IiL tA1LC A 11-- Cl L 111-1.1t 111- -11 I-L 11 1 IRIL Il ll� CIDTLA I-ITTAIT, I, Ct- "IT-1 tlll� I'll L-I I.11 II 1� 10��11_1111- li� CIll CIIL.0 All. CLALL lC UNI'll TILLT Lo 1R.T.A AlIT ICTI III IIIA-1 ,A TI I 11IR111111 ITITIIIIII I I I ..... .... . ... T "�I' I l�l or III 111TAILAL IQlIIIIAT 111 11 AlTll I'TL T,1TALC 'R01 11 1111 ILITILI 11L ILIIIRICA "I", III 11EITI-1 1.1101-1 TI 11 lIQIIRtl 111111111L IQIIIII" AAIL.L I IT - IlIt' .1 T T ITERI L, L- ..... .......... TA L" Al A 'I" III- G ItAICT IA III ­11111T .1, lIQlIRI1,A III III A IIRT 11 T111 CIITIACT �,, "i L _GITIl 1IT.1 C.- 11 TIC I' III, IIIIC. Il R- A 'All'ill -1, Ill. Il -TAL-C.I. AT A-111, I C, !C�l Ir III -TI CIULR5 IT 1lIA' llll -ITATI T.1I"111 - ITLIA' _CII1tT1' I IALI1tAI- IIAINI III1IIlL-t-IIAII-1 LI. 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L, AT 5 SITI I NET TRE"r­ 7'R F_3U­ SIRE All AF ENTER IINIEITI.N ISS—L, I TIIS IT 'S IT A EA-11 11 11 IFII E IT SINIF F I S 11 TIES I 1171 MI1 I IEAIINC To IF -ID 5ACK11— ET'CE IHAFL seen 2 RPZ ACKIFLOW PREVENTER DETAIL I IFFEE 12 DOMESTIC WATER FIRE— ­TF,E"p" 11,1.1,1111TE IF. 11iM1111 D..I1.RT­R1.ERS11XP T11 I IT I'Nl 2' 1'� ..... F. IIEAFFI R SATI III TIES A" S E -1-IF—NSFEFI I.11EI RAII. IFESI 1. IRIFI .1 , "'NE 1EATE =I, IREE �IF EIIIITIR IRE-1 TRAINS I TIRII IIIFT - III 1� III "1ILL ITATE 1RR.AF ITAT A IE, , IATET1N'I"TTT'T1,A FIAT ­­ AITIR � 1111L FER' IT-111AIRI 1FARTE IT 11 RE. I.1R.SI­ TIZE7_11111E, TIRT,T­,ETAA51.' IL-1-11 �FIIISIEIFT-R I- IASE111­ LAIGIR11— FIASE-, —1 IAP�l I.P� IS 1 T, TI ­NfIlE '11AFE�ILT.I. FRASS W1AI_1jTTA aFRAIN -Ell TO FAA. = IS I —SE .1 IFAIR E-11 11j. T�TAP�F. IF WALL CLEAN-OUT DETAIL 4TRAP PRIMER DETAIL P202 GLT-25001 GAYLORD TEXAN 1501 GAYLORD TRL, GRAPEVINE, TX 76051 INTERIOR DESIGN 100% CD DRAWINGS MARCH 31, 2025 GAYLORD TEXAN z '0 214 BAR a 1501 Gaylord Td, Grapevine, TX 76051 H. ZOO-ND-(Il 111--1 NOIIVWMOANI 'OTWOP SIOONAS ONIMV2Xl I ISl�l IC,�l-NIII�l�'��111-�ll'�1.11111 NII I .............. . 111,11,11, ­­, n, 1111111 'Nl,,n,, —11 T III 1 11111 N 111111111 1� I�J N'1'3 1119��31L"'N �N— ........... �N,1.1,,n N,-Nl �1' �7Nil`11`1�RICI� I S-11 n� lllllnl �N, j- 1- 11,11 Ili 11 Nl 1--- Ell IM III- 1111-1— 1 1 1 �_N I �l 110-�l 11 IN' 111111- 5111-IF I lln I --N11— 1— NI 1-11 N 1� 11--1 INI 1-111— 1111 1311 11 1-11—C S11-11— �Nlllll -11—N- IC III IC III D 1111 N jll.l -11— 11 1 I—N- S310N WHEIN39 OLO-N'J-UI mnmHos HSINIJ 'OTW P BAR-100-LT - - BAR-101-LT BAR-102-LT - BAR 103-LT - - - MBAR-104-LT r BAR-104A-LTUJ - H r QN Q M W m ,,. -- - - --- _-- __-- _-- BARtO6LT BAR-107-LT - BAR-106-LT DECORATIVE LIGHTING SCHEDULE ID-GN-030 atUdio. HI E -JU" 4 H4 C B C D E A 1 ll A B A I A2, 1) C A3 H5 H3 B C' B rl C,2A C3A C>1 OVERALL FLOOR PLAN LEVEL I NO SCALE i OVERALL PLAN ID-OP-101 zo z - w r �QQ N I Co N ..................................... ......._ • c� a q-7F! I — / .-EEO / r \ F 4 MAIN BA ROLOUNGE BOURBON OT LOUNGE /- //- \ i � --BOURBON BAR �ur��i-.o-s oo,so 'sn -- - --- - - - - - - - BAR FLOOR PLAN 214 BAR FLOOR PLAN - SCALE 1l4"=1'-0" ID-BR-101 NIC L� °, q . r f N,AOAR .q F f { MAIN en� UNGE _______--__--_L�-`_ it 214 BAR POWER PLAN SCALE 1—l'-0' 0 BOURBONBAR LOUNGE BOURBON BAR J ■ BAR POWER PLAN ID-BR-201 stUdio. zo z - w r �QQ 7 N I C Or J N o � Q444 (D MAIOAR MAIN BAR LIOUNGE 0 BPURBON BAR LOUNGE � o o I I I n BOURBON BAR 1 I �.•�,-,����-�-"o"s oo,co a - -- -- _ - - 214 BAR FLOOR FINISH PLAN - - - - - - _ BAR FLOOR FINISH PLAN — SCALE 1l4"=1'-0" ID-BR-401 stUdio. st1? dio f'I oF --I a 1 0 0 I- o ` - ICI INTERIOR ELEVATION - SCALE 3/8"=- / ♦ / / z INTERIOR ELEVATION SCALE � n�IIIL_-IL��E �L-F-- E�l INTERIOR ELEVATION - SCALE 3/8"=l'S' s INTERIOR ELEVATION SCALE 318-1'-0" O O 0 0 i r) 1, o - 0 r o' - INTERIOR ELEVATION SCALE - INTERIOR ELEVATION SCALE 3i8"=1'-E' o � Too a INTERIOR ELEVATION - SCALE 3/8"=1- Z H LW r M�M d 0 W d, U 0 No i Q � - INTERIOR ELEVATION SCALE 318"=1'-E' INTERIOR ELEVATIONS ID-BR-601 r er . INTERIOR ELEV ATION SCALE 31-1'-O" o o r�o o i INTERIOR ELEVATION A SCALE 0 s INTERIOR ELEVATION - SCALE 0 s INTERIOR ELEVATION SCALE 3/3"=1'-O" 0 0 7 INTERIOR ELEVATION SCALE 318"=1'-O" �o g INTERIOR ELEVATION - SCALE TYP. COL. ELEVATION S SCALE 3/8" T.- stUdio. ■ INTERIOR ELEVATIONS ID-BR-602 __ _= J =--------- BACK BAR PLAN SECTION - - E SCALE 1 "=1' 0" s SPLASH DTL I LT HD./JAMB DTL. 5 SCALE S-1'-0" LIGHT COVE @ STAGE 4 SCALE S-1'-0' m IA ICI s,. 1e DETAILS BAR SECTION na. ADA COUNTER SCALE 1112"=1'-0" ID-BR-701 II II I I' I II 2 SECTION (a_ BACK BAR -- SCALE 1 "=1'-0'• _ I I SECTION.@ BACK BAR SCALE t "=1.-O'• ■ DETAILS ID-BR-702