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HomeMy WebLinkAboutPLBG2026-003062City of GrapevinePlumbing Permit (VALUEJ PO Box 95104 Grapevine, Texas 76099 Project Description. Project #: 26-002177 Donald Bloom- 817 410-3166 � permit holder:866-504-3511 Plumbing new construction "Ohama Steaks" qw Issued on. 07/27/2026 at 8,25 A ADDRESS INSPECTIONS 15 146 1469 W State 114 Hwy., - - ,-- 600 1, MISC. Plumbing Inspection 9. Plumbing P-Trap Grapevine, TX 76051 2. Plumbing Rough In 10. Plumbing Temp Gas 3. Plumbing Sewer 11. TCEQ Backflow Certification Submit LEGAL 4. Plumbing Shower Pan 12. Backflow Device Inspection Towne Center Addition #2 Blk 1 Lot 7 5. Plumbing Top Out 1. Plumbing Customer Sevice S 6. Plumbing Tub Seal Inspection Weight Watchers 7. Plumbing Water Service 14. Plumbing Water Heater 8. Plumbing Gas Service 15. Plumbing Final PERMIT HOLDER Jeff Sires INFORMATION FIELDS Pipeline Streams (469) 823-7416 `APPLICANT DAME (Individual) Jeff Sims COLLABORATORS *`APPLICANT PHONE NUMBER 9404402841 JD Long VALUATION 5000 (402) 990-0421 Square Footage 4500 • Jeff Sims Pipeline Streams FEE TOTAL PAID (469) 823-7416 Plumbing Permit Fee {VALUE) $ 72.00 $ 72.00 72.00 OWNERS TOTALS $ 72.00 72.00 $ 0.00 • Grapevine/tate Pad A Ltd Corp (214) 720-3639 1 READ AND GN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST O TENANTS MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO • JD Long THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND I COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING (402) 990-0421 CONSTRUCTION. IT IS UNDERSTOOD THAT THE. ISSUANCE, OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE; AND / OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST Y a MYGCOV.US 26-003062, 07 27/2026 at 8:25 AM Issued by: Sandra Brandt Signature Plumbing i {VALUE) Project # 2-003062 # NOTES > 24 HOUR INSPECTION NUMBER METRO (817) 410-3010, CUT CUFF TIME FOR A.M. INSPECTION IS 7:30 A.M. ___ CUT OFF TIME FOR P.M. INSPECTION IS 12:3 . IT ISSUED IN ACCORDANCE WITHAPPLICATION FILE IN THISOFFICE. -- Page 2/2 MYGOV,US 26-003062. 07127/2026 at 8:25 AM Issued by: Sandra Brandt I • B ABBREVIATION LEGEND AN_ HNSE AT A"�PPDRZ...-LT.—Mn MMETA L TEO Ems BM BOND BENAK"' CT RUN L_R E OD OIRSDE DIAMETER NRY UNIT OPP OPPO Eq AGTUATEC FASTENER W MINATE LONUT srR FLATS cEIT luln ciiLE­NETN UTH A. ED FORA_ ETR DIET NO TO ESMIN ENST EX I STING NHER O HEUEGH OPENING • FfiE PJWRNPRE, FIXNRESANDEUIPMENT SO SAI NFL, III OF C111,1 SF StF.t(FEET) iR�T' FIRE RETARDANTTRwreD ES sTAINu=ss STEEL < DO GEFALV�'AicoTER N OTOR rHT:KNEss B GYPS UM WULBOARD ONO UNLESS NOTED OTHERWISE HIM _.W METAL • SAC 'IT WATER VENTILATION COOLWG WH NATER NEATENI • VICINITY MAP e U mT.- • SYMBOL LEGEND LL F LEVELTAG Q-1-3 GELEVATION • 4- INTERIOR ELEVATION P /� BUILDMG SECTION • (f-� SEGRON I DETAIL TNORTHARRDW f6 0. View Title R ® DOOR TAG %37 HRISRIWALLTAG � %EV NOTErnG ® REN,ISIONTAG STORE NAME: OMAHA STEAKS STORE NUMBER: #1 64 ADDRESS: 1469 W STATE HWY 114, SUITE 600 GRAPEVINE, TX 76051 PROJECT TEAM N FHA MAH0.NEA81 T_m pr 151E M E memaaaTH.�NN MEP EURGINEER HARMAL ENGINEERING H4�IIA U rXBL6 R1S253 7 614E.p oIIWn,a .R� rN.mm ANCHORAGE AX E. IRnnsGeaenglnee — R k IARHCx`;E�,HURAL 1= &FROJECTINFwU 0R ARM SAFETY AND ACNESSIBILITY GNAF­ "HE lA,� All QF [AVE D INTERIOR ELEVATIONS sToONRUM IAxSo aa�NT �F Pwuµilh ETULs IA'" bPECIFICAnr ONS I unl RAL — — — — — — % (CODE DESIGN 16oso srnuctuna OSHE ALROTSN`EGEx ANDASERS PwAnooTAas IONS x os ALES "�sBcoLLc- CENIER,L A"EB18eQHOPPI o ISUILOINswF, z�iim"�Ew"anou111141aUiLERN NE irre�""6 :"L DB Qo. AaE s o �",nTsmisuiEa IA GE BITIYGDDE iC MPunwl smlto nasiaUo"AR°osimn ulAtnt) I TlaNs —r ----- OMAH0.NE581T/ JD LORD I a: =II,mNM��auP ��m IMo� MMEELHANICALPIAN r mrz. ss MRA B MMiWa➢mrenasmNacom IFCAL coo IPL.NEONicGUUcw E A'N PLUME'NGSPEC'F'GAnoNs �—, ISLE E ELE RIG CODE N LA IwwcrSODE. ENERG LONE RUATIGNGDDE mIS ASHHAE. I K � BUILDING CODE DATA : CONSTRUCTION TYPE: IIB i OCCUPANCY CLASS:M SPRINKLERED :YES .F F (TYPE OFCONsmucTION vALI OCCUPANCY LOAD .11 ZONING: CC IAREnIOccuREO) IPI2EA��LwsEl IAR, EAST n.. 7EPROPO—SEO E5m .;IN LscHEOL_ x SPICU:NO ILEC oC—PION i NIERAI%_T1 TBock t LNT I RESRUNNLEHs IRSU I NIMSER OF ENTs PRwIDEO YEs 12 KEY PLAN OCCUPANCY CALCULATIONS AUSUIF DSCTY �7\`E. PLANS HAVE BEEN IWAL R Es.z w REVIEWED & APPROVED BY - TRAEWOOOS AVE ML ISro oM _ ATHIRD PARTY K.I DRaGE1 IEUISFN o HEEZE s.I /I - CONTRACTOR 1 }1IasnNC Dnun Roots SM-rEoruce sz � o� O�� 1 rl.IG HESTISIM A'.I,Ls t.MssF to '8 �B�NIw 1� ALL CHANGES REQUIO� Plans Reviewd by: ' IREOUIRED PLUMBING FIXTURES APPROVAL OF REVISED W. Scott Leavelle WOME I Texas Power Inspections, LLC A Ts:"II, I PLANS ro T: nPo�UM INc .:RNI I REo „ �I ..,R_ 6aovloio APPROVED PLANS SHALL BE 6-23-26 �IAWT�ErysFE "Ea;M KEPT ON JOBSITE AT ALL TIMES .�\ 17ftL1 1 uRlrvus o ®� KEY PLAN '"'"iiN1 TaresSHAFOR CITY APPROVED PLANS TO BE KEPT ON THE Norro ,� aT""MIO.F` A.—­'o pµ gLETsreEFw,z.Arm CONTRACTOR 817) C0-3010 NSPE6 IONS: JOB SITE AT ALL TIMES. RELEASE DOES NOT (817)410-3010 CONTRACTOR REGISTRATON WILL BE AUTHORIZE ANY WORK IN CONFLICT WITH THE PROJECT INFORMATION IIeC,M n, zEDrNNZNzz sFPNMTE FAc'R'F-s. °EVT'o"3 REVONED UPON PERMIT —RATION, BUILDING CODE OR ZONING ORDINANCE. ECTINGLUDES UPG ESANDIMPRo EMENISTOTHElN NCBUIL lNG, N""1PC'p1°' `r'oT Nfiz FEPNUTE FAOUTES LxsEPtlax° RELEASE DOES NOT APPLY TO CONSTRUCTION UMM.RPUNLV NEFwHEO TU As ATENMR IMPROVEMENT, NEFEHTU DUDE DESIGN WFORMAnoN THIS SHEET. CONSTRUCTION HOURS IT 15 THE eILRY OF THE CANER) IN EASEMENTS OR PUBLIC RIGHT OF WAY. O%NRE9 AND EQUIPMENT AS REQUIRED ORAREFINISHES. �N�RES FURNRURE CASEWORK.MILLWORK, DESIGN PROFESSIONAL/ CONTRACTOR TO 7o0A.M.-700 P.M. LIGHT FI OPERATOR HAVE PLANS REVIEWED AND THE BUILDING MONDAY- SATURDAY ONLY INSPECTED BY A CERTIFIED ENERGY CODE INO WORK PERMITTED ON SUNDAY INSPECTOR IN ACCORDANCE WITH STATE LAW. PLAN REVIEW AND INSPECTION OMPLIANCE WITH SHALL BE THE ENERGY oo[noD TO SEPERATE PLUMBING, SUDEPARTMENT. EBUILDING MECHANICAL, ELECTRICALAND SIGN PERMITS SHALL BE REQUIRED. DEFERRED PERMIT ALL EGRESS DOORS SHALL BE OPENABLE _ F� CG AND SIGNA�EOrVEiNY00R TO SUBMIT FOR TENANTREVIEW PRIOR TO SUBMITTAL FOR THEFOLLOWMG FROM THE IS WITHOUT A KEY OR ANY PENNSTRO SPECIAL KNOWLEDGE OR EFFORT MANUALLY c is ss•LERAMP wERAL CONERAcrwisHALLsue A cUi �sEPuuOLLOWwG{s)To rHEAPPROPRUTE ERATED_ FLUSH BOLTS ARE PROHIB EOFA-NN c. \ .uSLE. N MUNER PIARMSIIFREOUIRED)FW F IBtEPAPNING ERS IMODIFICATIONGFENSTINGIFRE UIRED) 3 WALK-IN FREEZER (IF REQUIRED) THESE PLANS ARE NOTI� TOTHEAPPROPRWTEMUNICIPAL REVIEWED FOR HANDICAPPED DAPFROVALFORTHEFO—ING_ ACCESSIBILITY 1. ISEER­S1NN`A4E SITE DETAIL (TEXAS ARCHITECTURAL BARRIERS TOUR ARCwTE — SARNERE REG7TI0N I1\ ttNFR A L ARCHITECTS FOOD + HOSPITALITY axaysEUS srvl zoa FIRM REGISTRATION NO BN 3SO sTNHP. FRCD 4 4, �=g °N •gym J�? OMAHASTEAKSC 4164 1469 W STATE HWY 114, SUITE 600 GRAPEVINE, TX 76051 DATE DEELRSP­ RATE PSNRI1.N COVER SHEET & PROJECT INFORMATION A000 2012 TEXAS STATE ACCESSIBILITY STANDARDS "BE nc we«"IG«MAwxuM SIS EVELED.INAmxces lNHEIVEL sETwEENBE INcn «IcAND 11 U. EVEWITH A "MPS. CHANGES MLIEVFLGFATERTHANtrz NTN MOH VEm1cAL - �_ YY. SHALL BE RAMPED CNANOESMLEVEI DRDDNDGUREADEBCHANDESINLEVEL ARE -1 a 1 aV N ­S.7XCUIE­ SPACE, THE TURNING SPACE SRAU_ BE A SPACE 11 BRAUEPERM meDTOINCLUDE KNEE AID T a4 - 2 E TURNING SPACE m�CEwo aA"AAPED AIITN TREINCHES IEAR 211HES U �1s24 NOTES CNE 1 M N MUMD THE SPACESHALL BE PERMITTED TO INCLUDE KNEE AID TOE • TURNING SPACES. SSHALL SEIF PRMITIED To s�"'w NGN aNCE NLV AT 67JN DUUAE1EJi SPACE TSHAPEB SPACE FOR IBB°NRNS . UP SHARE BE POOR OR GROUND sOPACE SHALL 61EPosmoNEo FOREm1ER •UEHI xD SPACESHULADION AN GNrI. TED N AN ALCOV E GROTHERWISE Nffr I A� ON PART s; ADAD mownLNMaNEwErewC ciPD.En IRnncE sHALLBE PrernIEo. CLEARANCESPAG 3051 RING ALCOVES SHP11 BE I INCHES WIDE MINIMUM WHERETHE BE EXCEE05241NCHE5. am.T2 PARALLELAPPROACX ALCOVESU ES WIDE MINIMUM WHERE THE CREEDS IS NCHES. 4 `T IAA �fB NCH ^� \ I E� / DRDMxDBOPOMPROM OF DRDMxD=EO x.NA D E AN aDVETHE TOCLEARANCE E SOS MANSM UM DEPTH. ENTEND ND 2s INCHES AGO MM) ­NUE AN ELEMENT ,r M N. THE RENOUN THE UEDDEP SPAGEeX1END1 cRDEATERTHANBINOHESEVOND uPw' TION AT 9 N L NOT BE E CLRREEDuCLEARANCESHUL EcHES ABOVE THE FINISH ao NCHs WORE M1xIMUMLOOR oxGROUND DE 305 3.1 GENEBAL SPACE UNDER AN ELEMENT EN 9MCHES AND i INCHES ABOV E L£ARAX N4M ABM MAwB1uM UNDER 2NM „ MII. AN PLAN ELEVATION ELEVANI o, THE)KIEF c`�NHRw IFI I BEILIM—D TD RmucE ATADGE3.5 WORL KNEE CLEARANCE SHAUL BE NIS INCHES WIDE MINIMUM, RATE .11 INC. IN SIT 2 PRETRUSIOARDON MRB.OBJECTSWf HL INGEDGESMOETHAN DEd ISNALCON N MANNIUM H R¢oNTALLYIINIU THE GIRCUINTION PATH IN, NGR_MIUNTEI I- • LLOVil1HANGIOULATgNPATH ` ER M. N. AELYVE THEERE. FLOOR OP c«ao.UND WHERE ASIGN OR THE L—T DISTANCE THAN 121NCHE5, THE LOWEST EDGE OFSUCE 9GNORSCBSTRo"UCnON UNTS OF PROTRUONO OBJECTS e FlN BEH 27RONDROIAINDUM ORBSINCESMNIMUMABOVETHE E HIGH FORWARD OR REACH GROS oLL BE 48 INCHES MAXIMUM AND THE LOW FORWARD REA ALL BE CITES MINIMUM ABOVE THE ENER FLOOR DEPTH THE ft SPASESHALLEXIENO RNEAH THEELSHALL EMENTERRAOISTANCENOT LESS T=I EACN�EPIEHB 1RES NCHESMINMUM W EREi EEACHDHIGH EPTHEXFORWARD EP53IIINCCHES.EHIGHFORWARBEAUCHSHALL SE,I INCHESAID FEE .... DEPTH GRALL BE 11INCHES .UM. SHALL BE 18INCHES MAXMUM AND THE LOW SE EACH SHALL BE 15 DnoNBHTALLs��RCHEON SAinaxl NM EHEHIFROBEEACHSIIIALL Eda NU Es. MA%IMV.—AREAGHTEm1DFIS INCHES MAMMUM WHERE THE BEACH DEPTH ­EEDS 10 NOTES. THE HIGH SIDE BEACH STALL- NCHES NAMM­ FORAREAUT! DEPTH OF 21 INCHES ]09.MHEIOHT. OPERABLE PARTS SHALLBERLACE WITHIN ONEOR MOREOFUEARELOGRO N EREACH RANGES SPECIFIED. s fi-ir E� wM ENAND LOW FORWARD REACH LIMIT HIGHA U-S] EREACH PPPROACH APPROACH OF WAL(INGURFACEB SHALLNOT BE STEEPER THAN 1:2D.THECROSS SLOPE DF WPL(NGSURFACES WDTx. ExcEP1PS PNvmm INaoa.s 2 AND 4DT.5 a,THE cLPAR WIDTH oFwAUcwc ND AN EIEffENT WHICH IS. LESSTHAN IKITHATTURN QTNCHENOTLe�EAVING 1 N—SPIREN WHERE THENCLEAR WIVTH ATTHETURNERS SONCHES MNIMUM cNPUANCE WrtH 40DRI SRALL ­R1 PASSING IFADEI AN ­UE ­ WITH A ITEGAR YORTE LESS THAN 11 INIIEN I ­ 11-IRE -I AT IF El A E%1END 40 NCHES MINIMA M BIEYOOTHE N E SECTION"A". -s«APm SPACE WHRETHE a45EARv ARMS oFEisHAPm SP r7DNESIONS N411 N F I M HOWN APPLY WHENX SHOWN"WHEN% "S FOR SINGLE WHEELCHAIR FOR TWO WHEELCHAIRS CLEARWIDTHATISS-TURN c`Ew'DXcERRON) TURN SIDE IAT ---Wi�ERIOER o RIORE s DOOR ,r PUPu51DE N SIDE tV rr SIDE e Y - - I PRovIE ArvaoomoNAL I wx. "2 oFSPACE1F Do s ---J - ------ I RSm cLosBEAND AUTO«A DooR HAsw aoseftaxo ALATCHSAINGING DOERS 91.2o ED WRHIN THE ROOM 1 TURNIN69 I FLOOR ALL 11-1L VIFNUNCEAT.1—RES. AND TUNING BE AC ES RA LLBEPERMRTEDTOOVERIPP. 'NTHE1111oDwiRDiioEssRe waTHOT_ NO 1NTOTHE CLEAN FLaoasP ORCLEARANCEREOUM FORA FNTUE.o ERTHAN DO RTOTHE ACC COMPARTMENT, A DROP IN ANY Posmory MAY ENCROACH INBC THE TURrvwc SPACE BY 12 S LCCASD ABOVELAVATORIES OR COUNTERTOPS SHALLE INSTALLED WOH THEBOTT NA EDGE OFTHE MUGMEM NVIRORS.RFA MABDVE THE 'IN"" FOLNt URGRIwND. MIRRORS NOT LO— ABOVE LAVATORIES OR OD UNREERNI NE — GROUND .INSTALLED WITH THE BOTTOM EDGE OF THE REFtECTMG SURFACE a5INCHES NAXJMUM ABOVE THE FINISH AxD sxELVFs. COATHGOKS SHALLBE LOCATED WITHIN ONE OFTHE REACH RPNGES SHELVES SHALL RELOCATED 40 INCHESM -k— SMyAX UMABOVETEFNISHFLWR. A" QLEARAMRFE EDGE um 1. Li MIRROR SOAP TUWEAA SIR VEsM OR WILE SEE DISPENSER CLEARANCES AT RESTROOM RESTROOM ACCESSORIES MOUNTING HEIGHTS BAL KS ES PLAN PROVISPACE DED. FLEVAnON CE C ALEA9NJCFSNAI.LLE GROOVURIJAUE'I DR ELOGR GSSHAUBE2sFlo ES D2R NCHSEA ORK MAXIMU AB R GR U D v M FLOOR off o N . �SJ'wIN.� 1 mABLE AT EXTNDTH S.E EPTEAH TAPO pSORTHNVI TISRORIE SLON6 MINIMUM RND M9 NUToHVS HIAREGH MAXIMUM ABON THE HFLOO4 V D. ACLEAN BE PUSTIO OR APORAA auoi¢APPa ACH AUJACENR TU THEaB Mwl NM OA IEIUAMA"RPoxIMulOus ANOT SACRE=UT.. IDORORGRDUNDSPaCESHALLBEFDGRDNm FORA FOODBERYICELNEB FORWARD APPROACH;"o°T1"ECOU T RUN. H� EPRDVIDm.NNEE Ev'ces rore aB EwnNEED�isHwnree'conolilErvrsF000SANoeEVNEaacEBs1uSLACaM, NOTiG K2WLAl A"%' RMUSc"IT-1ITIONEDWENAWAuoFPARTMONTOTHE REAR AID TOOry SHAUL BE — HAND CE 16INCHESROUND A MINIMUM INIM NIGHT HAN' M TO 18 INCHES MAXIMUM FROM THE SIDE WALLOR PARTRION WATER CL0.5TET5 SHALL E ARFANGED �IMUM MEASURED PERPENDICULAR FR NE µIANWIANLL. Es =WIM THE PERPENDICULAR CLEANANUE ANUUND THE WATER IXOBET SHALL BE PNGM TD OVERLAP THE WATER u.OS ASSOCIATED PlIER1REWITM— AID RANCES QURED AT OOTERCLEARAFFROURES, AND THE TURNING SPACDOAT E. NO NO OTHER FD;NRES OR OSSIBLE RBSTRUCl10Nb SHAD BE LOOCATED WTHIN THE HEIGHTCE IM,t SED­ THE SEAT OF WATER COSET ABOVE THE FINISH FLOOR SHALL BE 17 NCHES MINIMUM AND 19 INCHES MAXIMUM MEASURED To TH E Top OF THE SEAT III GBAB BAURS GRAB BARE SHALL BE PROVIDED ON S ENE WALL CLESTTHE WATER CUCIIET AND ON THE FEAR W­ DE WALL THE SIDE WALL GRAB BAR ESAHAU-BE 4P. INCHES LONG MNIMUM OLOCATED IT MCHFS MAXIMUM ROME REAR WALL AND ENTERDINGBAR1VETHEHFLUOR. "DwmfTHECENTERLINEo�., rvcHEs xxilx MAUMo DNE-FAR-TBiNs"cnNEs rv�MN oNcilHiEFRasi�E"UMnC HANG UPEan,N1EFLUBxE"F"CINJiR"CLS BVIALL4C PL OiM1s'm NON. FLUSH CONTROLS SHALL BE LOCATED ON THE OPENS DE OF THE WATER CLOSET EXCEPT IN AMEUWTORY ACCESSIBLE COMPARTMENTS CMPLYING WITH CAD 2. _ IRAs sPRs. DISPENSEtv55MHAtL91NUTSEo pTYPE MwEFRT ROF D WALL WALLEO WHHM ACCESSIBLE COMPNNORNERTS FOR CHILDREHALL ETHE NS USE SG INCHES WIDE MAIIMUM MEEASURED SRP NDOCLANNTTOTIE SIDE WALL, AND AP INCHES DEEP MINIMUM FOR WALL HUNG AND RUMRM WNTEO WATER CLOSETS MEASURED PERPENDICi LARK `EREAR WALL TH ELA FINE UPOOR eLEARANCE SETYVEEry T"E OEOINALL R oOET«EcoMPARTMENi"AND AHYO sniucuOrvcs"ALL "SE MIDOORS SHALL.LLTOCATED ICNNHEERONOTPARTMONORIN EESIEWALLDRPART NFARMEST FROM THE WATER CLOSET. WHERE Lo410 EDOORMROM I BE4AUL OR PANTMON NCHES MAXIMUM FROM unoNc WI1"da:x rs«ALLBE PLAcm ON eoTH GOES OFT«E TIW+E MNIMUM RE.DIxRED DUMPARTMExr AREA ANAND AT LEASTNON sUPPP NETOx SHALL ROVIDEPTECEAR.ONCE OFPINCxES MINIMUM OMPARTMENTSOE FACEOFTHE PARDON,E%CLU9VE OF RAN MCI MEMBERS OMPARTMEN S FOR CHLDREN9 USE SHALL PROVIDE A TOE CLEARANCE OF 12INCH ES MINNUM ABOVE THE FINISH FLOOR. GRAB MENHAULCOMPLYWRIGG ASIDEAN coMPLvlrvcwrtH Bw:s 1 SHALLE PROVIDED AND SHALL BE LOCATEDCOS SET TO THE WATER CLOSET IN ADDITION, A REAR -WALL GRAB BAR COMPLYING WR R.,2 SHALL BE PROVIDED. 1£NLU�I IIII� I--AER ��tT� p M E ACM o�L° �� - .IF O PBACKWALL SIEWA_U SIDE WALL IS URINAL, AN D"ON E se E4EaiI_R RUPNMII UABo aoN ouILLINi a _ FACO a PPWIRo�o ORFORCLEAR APPROACESNAULBOFTHECRINALTNTO TIE M'KIF THE EUM waOxu PLUG« CDNIHDLS G_ BE HAND ICED UenPAT`EDEDaaauro u'nc. HAND OPERATED Plus« A. FORGYART ROAG". AND KEE ANANo:oEacB<ria4�E SHA°I"iB°EFONA SPACE _ PN°HM oR ATE sL;RFA"EP.E-W ES - a M ETs:RAHo-aPeaAreo METERING FIN- STALL REMAN l'lk'4 OPEN O FOR GECOE. osiBM SA.Es. WATER SUPPLYA. DRAIN PIPES,r- UNDER HALLBEINSULATEDOROTHERWIGE xNEF E GURmTTO PSROTECTAGAJNSTCONTACTREARM UP AWANIE ..REAUEN UNDER .THERE SHALLENC PUN ELEVATOR _._EANS THE PACEBETwEENTHE GRAB BARAND PR JECECINTREGRAN RA PRO, 'N E NET RNc OBIEGSaea11_LllE "- � 2oaaE�Nc IBBEEPTIONS 1MTHE GRACE BETWEEN EGNASEARS AND SHOWER CONTROLS, GROWER FRTNGS, IN OTHER G ABEB �S ABOVE GHALLBE PERMI)l'EI TO BE 1121NCHEG MNIMUM. " Y� BAR.R.GR�BAS SA� THE ENSH FLDOONRMFABUREDITMnTHOO.C3 H ° GTt,PPISMU4PNG SU FA­MUMLEDOMPLYNG WITH SE?roN 884E THE ENG LOFACESAOIACENTTOG GRAN «AVERouOmEV-' ��T CLEARARCES STREARIATTH ECIFl OCAlO S NVTHAi00ESIN NOT�STROCTTHEREQUEs�A ACS SSOOETR Ury DWHENSBARFASTENER,MOMNTIGLFo ECEOF"IMPOSE1112N)sSTRU'TAURPE EDATANYRPOINT WI R (19uJOR NIONL(ICNCOE�NMm BVEE EpCE�SEE °BEER YNG WRAM CMJNI4JLNPSN2.1 OF FPARN99B OTTN)L6HALL HAVE A BON DLEVEL SOUNNO BEl�11AN hovel Ai TNEMINIMUMHON FARNGDBNNA MNCEPFHOMTHEAVONLEAPh CEINADDITON,ALARMSNGUESTROOMSREDDRm ROVTI2D_ FUNNBICAT 11 N FEATURES SHALL COMPLY WITH BECTION—I AND 4<o1 NFPA 72 MAN mfnoN) OR SE -UN. ]d ANN 7 N of NFE_ 11 EMERGE O�ACE� O URR GROUND. TACTILEE HNARACTERe ONTSGNS GRAHALL E LOCATED MiINCHED MIFNIMUM ABOVETHE FINISH BAB UNEOFTHELOWESTTACRLECHANCTERANDBBINCHESMAXIMUMABW E FNSHFLooR DSDRFA MEASJMo ROMEBAGEUNOFTERNHESTTACRECHARACTERS. LOGATED SIGN GH�V BE LOCATED ON THE INACTIVE _EAF �GGIS HEDDROBLE SOUNDDRrTEH TWO A ACTIHGDE.ALEARDTDBDBG� BRALL ERa�r o o"rH aFGTM I SIDE OF NUTNLE CTBE CRARACTE B IS WTVIDDE`nn a o �nxoFFAANY DOOR SWING BETWEEN VWUAL RSEVI UALECHARACTESEGHALLCOMPLWRH SECTOR 7IXf.B IMETOD AN , 'MM"nMS. PNTTCGRAM8 SHALL COMPLY WITH SECTION7H0 6. COMPLY WITH BECTION TOY ARCHITECTo RmroROB O AORFRFOE­ ARCHITECTS FOOD + HOSPITALITY 4x4vSENV W 11 �N1. sNlg FIRM BEGISTRKNON NO SO 3SR STAMP. F0.iO xA 4*H�n �aJmTry OMAHA S AKS #164 PROJECTADDRESS: 1469 W STATE HWY 114, SUITE 600 GRAPEVINE, TX 76051 ACCESSIBILITY DETAILS A001 114 ROI—LwiNN. e• NrE �nony--------- EESIBILRY RE eo FA uE wR'eoEw C ACCESSIBILITY SYMBOL W e EX � � Y � LETTERING cHa _ ¢ z A: EXIT CTACTILE EGRESS SIGNAGE 1 r MAXIMUM NHL"E ERI"G OCCUPAN ONOONb "G RAORGRLOAD:49 PERSONS ORNNE C O?,C PANCY LOAD uiOO� E"T CORNERE F _ '�Iseo uaaERcASE WORMOUNTINGHEIGHT p p LETTERING II'I"1` GN EDENBFALLLEE z 1W1r YWtIi / EASED EDGES z � sRPROVIDE El. GESNBMR—FORARCHRTS REVIEWAND APPROVAL PWONTOIECN.iALL OFTOILET ROOM BIGNAGE CRE! ROOM SIGNAGE LMRouNED EnrDr.coaNNs IS DOOR a _ sraREF MMu ED WHEN BUIIDINGIS OCCUPIED. DOOR CENTRY DOOR EXIT SIGNAGE 4In-.1 - E ARDHRECTD �I ARCHITECTS FOOD + HOSPITALITY 4xaysEIIN 11 1RI g FIRM NEGISTRARON NO BN srAMP. F0.40 RA8*yin ti �JH�l� n 7P II OMAHA STEAKS #164 PROJECTADDREES 1469 W STATE HWY 114, SUITE 600 GRAPEVINE, TX 76051 6EC DEVICESESIGNs, OR FECBEll OWE M EGNAGE WHERE APPUCA9IE. / TAS S ERfiTIONTION ]h1.4 DOOR LATCH, PANIC DEVICE NE v_ DATE oESCR—N �f "f —IT I IE.TOOLPn Gr.N.ok "FEALARM I — DEVIRES CARD OORFRA.—A-LOPN DOOR NRS NG—RE...D VOICEroATNPOWER DEVICE., uoN —FWI.R DOOR A.—ED— � SAFETY AND ZERE NOT ACCESSIBILITY Dl—NGON@NFEARE'ET e°n STU RCU GRAPHICS ux O. LOCH IDNSHOWNONFLODRPLPN C SIGNAGE & ELEC. MOUNTING HEIGHTS A002 A E F M � N GENERALNOTES _ enRcw�iEc�IEIME FE SAFETYoIKEYNOTES (" ' PLANS HAVE BEEN ILI, ExIrPATR crTRAVELLwNC Isa,cuweD HEFEHr000OR x— REVIEWED & APPROVED BY A4 [n l l l n A THIRD PARTY CONTRACTOR scHEDOLE SHEET. a NA .-000JPANCVSIGNAGE 4 IN,mxanorw. B—L11A Essrelury -- — — s —TING 1-11 DooR —LY� awnmes RmNRranR LGcnn "wo DSA1E cALRRE OF Ecnr�caL Pa4EIs ! AO °aw• up^,a,�e„a � 7 ENsnNC DEMIsmcwau C, � �L a ss rnlN. aEeRnNCFwman Y� EILLI w m'' EM�E�N������'��ARGNaEGTD16(DEMISED PREMISEIDEMO PLAN-KEYNOTESARCHITECTS FOOD+HOSPITALITY a EIlSTINGMOPSNKTOHEMAINP EENEwFAJCETvs IS 17 g ID«sFARnw�CES:DRT EKIsm4GHEsn—.—NGANDFIKnwEETOHENAIN RRM HEc NNO. BN So4s ei s DEMOEXIIIN Es,HooMFix IS ANDF<oowNG M, L i / i _— BEMo NC DG RaF E, PREPARE.HNEw DGo E0.EO RAn*y� U?jJ'R `I DAwNOS E rN� P NELN O sl.. n\ a RnAit 0 DEMOEXISnNG WAINATE FLOGRINGTHROU.GHOUT D NPR »n EI I L ?????? fro a�I—ExISTNCNwnTERHEATERADmECEIUNG DEMDE.ISnNGPENDANTJ FIxn,REST� I � IMrn �I 10� � � OAHA S AKS _ , OLOCATION #164 a�wLHCONSISPE �� DQIST•x, TIE, ,4 E>usnOwNwNG Fo„�aNS PEaEOOIN 1469 W STATE HWY GEMOEMSnNaw 1 114, SUITE 600 GRAPEVINE, TX NEEDES76051 L IOi 17 DEMO E.ISRNc GHT,THISOCATONRSJ� �� jX ii DCCJ AR��I �DIMDES.,I /�gry z�f ®0 LIFE SAFETY PLAN I I I i ATE DES —ION a=1 I 0.4xvmx6 PERMRSUeMmAL � IOCC. LOAD CALCULATIONS Lol IAA_. I A"AIFCI.UITI IF;rol I=I 11C. ISTGUSG 2 IsTTG°C �T IRETIUGE sz SODSF I I uL ' _ IMERGAM IE 1 90y I I 6PSFI=I 16 RPv w oEHORip N of M �I i InusE SGRYSPA� �. i OSF= I Iror ,e REQUIRED PLUMBINGFIXTURES I RIIS v OEo vm� E_E aEu Eo DEMISED PREMISES m PLAN 8, LIFE T.IL aEs�, ,�,�i SAFETY PLAN Al�N/DEMOLITION PLAN IcaoE DaerrlDxIX"" nTAvwEsvewnDrauorvxD �L 2O =�¢ 'SSS�D PREMISES PLAN/DEMOLITION a,ae.sE;noNz�2sEnuaiEEnclu,Es.IXaQnoNx ILIIGGHTING SCHEDULE oucxnxD FlxroxEsroeE PvavIDED ev owxEx loma3wsTEAKsI, IxsruLEo er°c. E • F r n IDESc SIN IMaxuFacnrt[rt IMoo[L L � IL D ;PILT LT iEp I�.x4nDen wxIT[FINISH IMnwWME ma I&2LE0 PRAN¢ ucaiTcaaxD WxH w,7ErelaaaxaaTE xw.os IPLT PLrw 1 1 IFINISH SCHEDULE eE seeoDTx. DuxaaLe axD F ILv cL�wae� f na�Dsscx Pnox �xINANSF—RER Mra �Daae:xra 1 Ls IcEWNTI 'AN¢ lore Treexc rwPreoNm eouuluwrex a NN IMou REMExT'S nous roa xsTuunau F, Furvx FLoowrvc wK xors HEa ISEcova rvONEr INsrauanoN Lvr M rwpm= u,�°MiNrs inn siA°NCFEORERD PATTERN IDxa+xx:s - Ess.sMM _ vmLDNxs ' I �IRPVL—LParff7-Lyre nxriznry Max - amn eaunPsry sParn�oeo er"A'owxnere AND s '� •N z I—LwALL-- I—TE a xGS,TwHITEw,G �11 1—PAIM - ISHERwINwIWAMs 55000LTRAWHITE SEMFGLDSSn11tOUGHOUf µ1� IalIXaa,Nr eu�K ISHEmxawluumc sem TreMORxxuac RAF K mwt], GALAeASE EG aetaLK� AITW N ANNIN AS`o H- o Es NSTLL TM=S lNG—TRIM k • Pa Nai co P, u H J K L M N GENERAL NOTES SioX EDBYcwANETD a HEMx x ACRAP B PANS HAVE BEEN sl wP x,'vi. W TDOa���o REVIEWED &APPROVED BY A THIRD PARTY o re¢raro MEP oaawwr_sxw AoomorvAL laxo CONTRACTOR KEYNOTES - REFLECTED CEILING PLAN �D - i r _ rxm s a AVF sr O cre I F aeaE�i%+ I �M I wAu Dx �� mm�uY�xmu� ENswc ur A A A� E.11(d I A FEI ICI ❑ o a °❑��I� Af II li AI — AI AI, I i p of A� 0 -1------ ❑ E.11 AI A ® s RE!!LECTEICEILING PLAN HTEMc� z Fl%OvDEMERGENNIGHT TPASGWlTHN­ J rePMur"+wancNonn'u'Naicai usnhc �nae `alloo�c s ." ! aoa.Prewccrx �sze� 71 IN SUPPL, J — 4 ZE9ntDOM-LNG OFNSERSANDE EXIDIINGRLGITIRE-11 s wE>,r�sLns rvREEGTHG n cELNG TORE REMGvmWITH RESTRooM WITH Nxw Lavw ImJ TOMATCHxwsnxG- aacHREcro�� ��. s reEMUN LmreooM CHUNG, oIxF,sEres.ANO Llcmmro L7 ARCHITECTS FOOD + HOSPITALITY T TNERMWTAT COMRO S 1:149 YSEee SU Mks Y-i=Art wa �.E., Eut+.l ',� I Q 'RELOAH, TE FXIET NCLCHTio NEw LocAnoN REPucEGE uxG FRM REGST .G Na. sR-1 cL¢ EvsT - wars INT.xN. - -- ac. Ism g RELDCATE Ewsi Nc o,FFusERTouEw Locnnorv. STAMP. -- —}-- — ,S REMDVFIOEMDEwsnxG UGHT TH,s LacanoN A4pq- -F 4 GHTTO wIN. NLEGSNDTED DTHERWIEE ,ti C�ifi E�mNGM - -, KEYNOTES - FLOOR I FINISH PLAN I el. F c,RCALDreAw. �o rvE� rouN�uaro THIS ON reEre J- L OMAHASTE/AKS nF 2 �NG—NK #164 I ELI. < ­STINGwarER xEaTEaaeovE CEILING PRaEcraooREss. Ur y_ a PHIDNFJDATAEoanD 1469 W STATE HWY L am- uLwm, sruos oNa�OAQWITHa• PY Ro0 114, SUITE 600 - ❑i' oPG''ROOFTsmuc�� � GTOFWNGDET G GRAPEVINE, TX I._ Ew,RANSLOCE,nna,APH cs Nux sDPPumxYNW 76051 IATEL wsr LNN­SN FINS DEra,ts. - SLWEAN NM o°aTFHATnE DunnINC FORwww.cE Eur LEVELAatoss OP h LD_ DES —ION L.I.. 0.Nxvmx6 PERMITSusmxTAL I I_ I I I @ I I Pr I reEv- oaTE oEsrreiPnoN I I AN ELI I I_ IK I I DL C FLOOR 11 CEILING PLAN C7 Cl �� FLOOR I FINISH PLAN Al CO IFoURNLT URE & MILLWORK SCHEDULE F' • c M D M E F M c, owxF wMMaSTBAKsIuxo.oc To UNPACK,ASSEMBLE AND PLACE ALL FURNITURE AND wsc OFFICE 1-1 PER PLANS. �I� TAD I�D�ES��S.— TUREa IMDDEL REMARKS I t l I T mT2rxaD wcHTTw caass BASE ITBD ID �06 F,DDIM 6�DISKSHELWNGDrvIi HGN H1 1%1t GTOUNPAKND0.5EM9EANDPV�PER ftANS I F wt(OFFICE TASK cxa2 STAPLES IUNseat4 IDESKrOPoxmTER Iev GWNEfl ++��zz IDENRSS�gKqrprID�TPa�PoiNRTEa R _ I F fts IWlEIETmwu Pos Y ow I F1tA IRECEIPr PRINtER-POs F itS MGPSINK BASIN WN FIATPROWTs "1 L HOLT ATTACHTOWALLPERM.WUFACTURENSINBTRUCTONSTOPREVENFTOPPLING Z 1 F 1. ILIGT DUTY MICROWAVE SYOWNER IBY ayPFN FTw IFIRE FKTNGUISHER EQUIPMENT SCHEDULE "E" . EDINPMENTI—I.E.BY—R loMAxASTEAx=�Ms=MluwoaKsuPPuoxmDUIw.ETT sa IS Es=ETswPLIER Rc=REFMDERAnox coxTancma SIIUWEB �NTAo DES T.. RE ;LEMueKs EO 11I D IaII cs°R NM aK O E - olNsiALLGNwR H H LE SHEET si xs DMd xB�xAD,MTx G� � wI.— E7 W a .. ....OMM vsD Effa ))DPLE Rs caN atv caoos sHETUT voc�i(, aWN IETfs fi UNix�AcE1LRc-111' owFATi owx I � E li ` 1kG EH2%i pawl s.IN a n DDaP NEL KD Ex EN E � w aEM D Hrs.FREEsai� �asANDBE�`A�LP�E aa° N I HEATCRAFT REFRII CaVTR OIINST IIAIF.Ogll U"oE11TIu1iA� ENONE. c�msc WOW AND DRAIN LINE man E TudI I=WOLNTEwiNE snFivwG�CHHadE-wALKary WANNM q pp IEIZ. FLooR mCUNTEDWIREEHELVTNG- NIL( Gc a TTSTS.I_pERP GcmI raATEA DAssEMeLE I FLOalMWNTEDSLOPE WIHESHFiVINGMECHIEOME WALK-IN SUM ES - )4'POsIs, SIZE PEH PLArvs,Gcm UNCHAIE AND ASSEMBLE �-4— PC6Z E PER PUNS, GC TO UNCRATE AND ASSEMBLE "ga R `« ME-B KRDDM R eD �-GR PRGUIGS �GFP�IE�'. EFEo°EITw�w TO � H I J K L M � N IGENERALNOTES f� IVE- PLANS HAVE BEEN REVIEWED & APPROVED BY A THIRD PARTY CONTRACTOR ry7 FIXTURE, FURNITURE & EQUIPMENT PLAN e �xm�sri�u 0a2s�O�E"URNmmoLoON THE u.uTc yR TO PHLAADE -KING AT ALL PMENT AS —RED lbWW" 1 C GO TO SP�rvSST'ALT"'�A o PE° EAW l1 VENDOR INSTALLED ITEMS � ALI �V BYAN RT SEC4N NATIONA- STANDARDS INS OF IM OR ILAKAIIEF FIR WTITUE E IANEIIACCREOITEDCLIxRFlCAnaJ PRO(aWM. NSFORAN ACCNEDNED TETNGAGENCY IKEYNOTES-EQUIPMENT PLAN (,) N. PREEZtR oNEGFLOl AW_FWDHWOOSAHL AinvERsuiNsrAUED LF 0 Pw INGI SINK WITH NEW FIXTLRE, REFER TO ARCHITECTS FOOD + HOSPITALITY EIBSNUG WATEN HEATENABOVE LELLING 1:149 YSEeel. SuiMg NEW ELEcmIUL PANEL ATIOOFPn OA DATA BACKBRD-CINREN WITH FIRM REGIE—ON NO. SR ­ I__ NEWAARM KEYPADNEMTOSWITCHBANK sruxP. Fp40 RAgC B .11 PROVIDE —ROOF -INETRAFFRFF ONT% ONFat s,;.,?, ROTIlEC1RIGJ.CONDNT OEmE REMOTEATO�N NxEs (illEj`A`L�` .,nn OOF "sxwE OwEasc mmnc`rOORSEe NATEcLUOCAl.ONON THIS pu ETO NIP SINK IN BACK REsraoDM BEE PLUMDING zvmzc ° F°.rzERPLACIwcE REcrEF e°�v EniE�cm°Nic°u w� , JWEL GONLRAT«t.REFER TOELEOTnIraL—INW,IF OMAHAES AKS slzEAxDLOCATrow"'cooreLTIw,TEwrmowNER FOR FINAL #164 NEw MIRROR.1. EET.TINODRNKINGFOUNTnIN,oTHIS 1469 W STATE HWY LOCAWNI 114, SUITE 600 SRI=E LALONO PEIOFTERIF WALK-IN FREEZERwIT GRAPEVINE, TX 76051 KEYNOTES -ROOF PLAN (D ESLERELD_ DESCRIPTION t ROUTNG OFTH WALK-INFREEZER REFR OGERPnN NEB CEELI B.JZtl�YY16 PERMRSUBMITTAL AND E C SONSENSEESCAL CONDOTTO THE REA EFREEZER A'. NH OWNEFE CC SEE EPEICUT SHEET ON ­ N EXISTING RTu TEED E CURB TO REMAIN 4 LINE OF DEMISING WALL BELOW s 1-1 IF FRFrgRSELow. REv- DATE DENlRIln B N—FREEZERCGNDENSER ARCHITECT FFERENCNRETBD. CONFlRM IN FIELD, NOTIFY B NTTRTg A➢Df RECEPTA�ONR0C PLDY ONERRT CONFIITM WTTH OWNER6 ACi. ° IERaVEAASH L=Ls rouioWN. iEA` I�c°Os �ivARonrvD CN EQUIPMENT WITH'OMAHA STEAI(s^AND FIFE PLAN & KEEP NET„EON,PMENTw,TN,N Tb OFUx: E17 SCHEDULE & ROOF PLAN Al60 NALK-IN FREEZER & REFRIGERATION DETAILS CE(FACAND AREA)pN'mEUNESNACK ISINTENOO FOR. ALL N EAELEC_iaOLNri FscAWBNR DR�re!cFnn r. 1 REFLUBERA"DRu ENARSE ECTNIcu�carvounwrtH ou THAoesT.ENSURE AL LINES 11 ©SSCINDUSTRIES ! JHOOSEm � z L WbIl mw:Pon:n r mm`pnLu`rcaa'��P Am Imp ro-�u'. m • M �U beM�DLN ASTM sPeeh m�, Ina mac. ASTN SS.sTs s �.,2 aVe {)SBCEuzw,� I iwiii is mike.91llkex li iiiii Ntlii AilAsimi imi idmilri e C1 R�.I LPENETRATION DETAIL - CUT SHEET LE DOOR �HdAfRRD.(WARE SCHEDULES ' _1 REDDDRE�HInNIE Ivry HL—. —K FRAME .SCHEDULED E e �KK Hll- METAL N PAINT PER PlPNS STANDARD IRHGHT SON LIFE NEER FINISX( � WITH TRLDLQR(ld...) la C DOOR FRAME TYPES C DOO :TYPES NUE i • L • M • N _a PLvwooc rvRuza ,,LKIcIdP UOUS CLEAT AWALL ASTERLONG GEDURELY GDR— APN SILOS AND.KIR '�WIXw eLnW wL LLLL s MKNeAL sPA01:� \ \ WALKNFREEZERWIL-1 FINISHP IL, RNNTPER aN dSCHEDULE BNG WA AUG PRO, ARCHNEc.o�� ARCHITECTS FOOD + HOSPITALITY aria YREG suim:04 FIRM REGISTRATION NO BR /,/GN E �Ns°Pwo4sEcxmu� PuxTPER sTaw,P. e�EO '�c L— a°� Hen ti SPAE7 WALK IN FREEZERWALLPANEL --/ BEFORE FREW.E.— TION, Nr'9 �• s P ` Pf.O.IECT M OMAHAES AKS 1.� sH MDDRti #164 WALK-IN FREEZE -IN FREEZER FLOOR PANEL PROJECTADOREGs. 1469 W STATE HWY 114, SUITE 600 ROOF CONDENSER STAND DETAIL (1 PLANSECTION (&. FREEZER WALL TRIM SECTION (rD FREEZER/DEMISING WALL GRAPEVINE, TX C.) r=av O =1a a 76051 GENERAL NOTES DOOR HARDWARE SCHEDULES A EWITHouTTHE USEOFAKEYSPECIALKNowLEDGEOR IT�En. wHMEREDOONs ore cATEs HAVEMORETHANONEI THE MATCH NGOFANOLEAF SH—NOTREWIRE MORETHAN ONE OPERATION' ENTRY sroRET2oxT.IHARDAMU E SETa1) MPLY RTHE \�PANFl a PANCOUN OCKTHE RESTROIXnW000R5 M�THE0 ESNTHEE NTTO MEMEREC CY IMcvuxOER UFxTURSR L.B. C �EINDICALF-Al �l EAR INK 1[ T Eccm RwIDIII Ev TIZ.N MORr IRI )KEY 11 IKEYNLTEI wADESCRIPTION E—.INGSATOOORSTOw.vEAruw IE%ISi. IE%ISi. MATUH ADJACENT FINISHES UNLESS NOTED OTHERWISE IITtRE$rU IEKLtt. IEB- NNS-6 PERMITSueMIr�AL G ALL DOOR HARDWARE AT STDRET-BONY DOORSTO I�MI 1.1 -A1 IOUSI IE�osl. ems{_ KEYNOTES - HARDWARE ( F�Is 8 / FINISH(FROM FACTORY) SERVICEOODRINAROWARESETIRS 1 NEEDTOSEHNALIED�NOTIFYOWNERSOCIXRACTNIDARCHRECT��- Afry FxlsnrvG ODOR HARDwAREARPEARs io �/� ] TENANTSLO MNHTPCJWNGEWTLOMS)LNEX NGF�TEMRYANDRFAR.PERMOWRASREOWRED. PAN.THN3DwAtt NDERNOTES ,. E7(IA ; O E EK E%ISi 1 EA i t DOOR SCHEDULE 1 VEW GREDUPE .IMLYEre PBLAD.) REv_. GATE OEsc.R PnoN TYPE DxdmAMETwE Fz. �_ (DOOR ER DQI.B.G. IDS - Er�EwENTU N.N DOOR PROVIDED SY EQUIPMENT SUPPLIER, INSTALLED eY rrr coax l Hw SET EBTEs 000rt RlARmva+ESETe81 GD. ,mwcFnO'M Ewsr EKI�' sT. ExRis:E sT: a, sEEKEY1tloTEs X K _ ACTURER F.B.q SP nox DDDR. MDDEL 1.11 tOl asrftic dRESTrmoM ooaR —T ETST EAST � ETTsi E%IET P-z I os sTHM SHEET Is oN RESIRooM Ewsu wsT FOIST.-,EYN FADLPERIFINISH CLAM RI SHEETSMWITI ERELWEXPANDEYCOMMMPQLYMER�RE ND ��M B 5� I sTMEE PE ISQN WALLST�LD � RI7�RN EDK;MpA-�sr� aOTHI AB= GURE�Ea� R EKNT NT �T 'E3Ar'ERIT IKIQNPIATE IE%wT. le6sT IEXIST )DOOR snSNOERG IEKIST )EXIST. IEAST. , -I. PANEL 1-117 TCHRESaTANT ADRYUS SET IN SLACK RUDSEre STacx•DDM DDDR IXARDWARE SEro4) USINS EOASONEASYHINGESYSTEM 19TY.INEME IMAxuFxTURE IMOD¢xD. IXfiISNIKI:n—. DETAILS &DOOR DUALswINOTw.FNC DOox ELwsON REFERTO DErnRIHIS SHEET SCHEDULES REo oLOR. P.Es.RE SET(x.RDw.RERETosT BE MTY. ITEM II_UFADTYItER MOSEL NO. XNISN KEVXOTFe NED 1 PgsSAGEItVERSET SCH nnc ALXINFl56 � ILTHPREDNILLENHDLESFIRE�A�IN�NAARE L ME r— s pA E s RE9SN � Al65 RN I 1 IWALLMOUNTOOPR DTOP INEs IWS4pN4WCCV I B.'f0 FOR —PRE .SFn co smuOT BOOTWITHiaFas TAamucP6aTLE.G TYr. aEcouinENOAnoN GLON MATCH SP AN 1�11 UN I Exis we E�r EO INSULATION. SUP PGRTSTAND IEG8 Ex sr NU Rao w GULF x _ �SEESTRUCT GW- fgl� PLANS HAVE BEEN REVIEWED ' APPROVED BY A THIRD PARTY CONTRACTOR IL , .� - -� .. A . ALLCLEAT- O IN - FREEZER /j m J REW PR-DE OONO. TGEOP� PulcnvFOR R=AIN WAL WA11vEL/ 4 ® I � / I INTERIOR ELEVATION - FREEZER I URI 8 8 8, 84 6 b b INTERIOR ELEVATION - POS 0 INTERIOR ELEVATION -ENTRY J , K • L GENERAL NOTES cELLw°y A aErEarorLDDaPUN roaNNlsN SPEc1rlcAnau / wauPANELGa_M Nu,rvra Dry MAaL1rE I � / O Il #17 PLANS HAVE BEEN REVIEWED APPROVED BY ATHIRD PARTY CONTRACTOR • 'N o --_--- T / � / a - r"- r _-- TT______--__-- _ <�.-_ --s --- • t m CI I L---s LJ �L04 INTERIOR ELEVATION - SALES NN a -A KEY NOTES QD . LN14111 i 9 'FACHHIGHTOPTIABLEM WInILN K-ATP� wALL GRAPHIC ONT 1 LL. 04 ARCHITECTS s EDGEaF wALLcaAPH1c e ­���PTw.see elcc rurvs FOOD + HOSPITALITY s 9 SPAC£PBOVE WALK-IN FREEZER IS OPEN ,D PAINT -BEHIND FNFEZER P-2 Fla NM eclsraanoN NO ea noes STunP „ REPAINT E11111 HM DOOR a FRAME P-, N ,2 NEWELEOTRK'ALPANIM t ro WuiwmisEcuRE sraAPro PREVENT TOPPLING BE �¢N� `'L` ' A� sSE_ .1 INSTAKEr Eli 15 �EiRANSLDDCENTGRAPHK5RI1-N-1- aFAn sTDaFrR WINDawssFEA,DN OMAHA STEAKS ' P""°°°g' NENEss HOUNVIENr�wW1—NERs,.orrAcr. #164 PaaecrnooaEss: 1469 W STATE HWY 114, SUITE 600 GRAPEVINE, TX 76051 , I,D m m � ® m ® f� IL—L ® LI L T- b �DoZy _ N ELI b b 0 BOH ELEVATION -EAST 0 SOH ELEVATION -SOUTH 0 SOH ELEVATION -NORTH 0 BOH ELEVATION -WEST INTERIOR ELEVATIONS - RETAILAREA A210 A • B • C • D • E • F • G • H • • J • K • L I m • N GENERAL NOTES �Ell_ la3a4* a=a iov4* cELuwex Dora} EL=e tooa� A RFrEaroaooaaAR Faa FINISN SPECINcnnoxs 0 0 o 0 o DN INFDDNM R RE _ANE�GRAPR�B ❑d �. u..7N„N n ,Mlle l � OEXISTING UTILITY RM. ELEVATION -SHELVING EXISTING UTILITY RM. ELEVATION -MOP SINK EXISTING UTILITY RM. ELEVATION -SIDE WALL EXISTING UTILITY RM. ELEVATION -DOOR IIII acN�cr va ,o sr ,A �J! �o `l ve,a LANS VE BEE REVIEWED P&APPHAROVEND BV A THIRD PARTY CONTRACTOR ARCHITECTS •D RDcar FOOD + HOSPITALITY eaae SE�I. sNIN zaF 0 EL B Mae EL-B-mve� ---- EL.-s-lava O EL-EL--s�io3a vazasos \ / Nam REGIST—ON NO BR noes a \ / I0 o DwnBs E< sDpr. DwmNBDT Dwr. T# L - ZU • / #j x / rf c� l,Q b V ee .M. ` �. R "Et°°"�� N F- OMAHA ST AKS • EXISTING RESTROOM - GRAPHIC WALL #164 '� ' (EXIS'pNG. RESTROOM -FIXTURES EXISTING RESTROOM -DOOR 1 EXISTING RESTROOM -OPPOSITE KEY NOTES FROJEcraDORESS. SS''aa����PP 'T " �J '" ' I I—RIORSIGNAGEUNDERSEFAP—PERMIT 1469 W STATE HWY z ErJSTTNGFABRIC—N—P. 114, SUITE 600 B S—MOPs,NKFAOCETATFN-.00ONNEOT . GRAPEVINE, TX 4 IFNI oaANOFa.ME,REFEar0000asc 1— 76051 • B NEw muwOR, FAPERTOwE., ANo SOAP DISPENSERS. 7 RELDCArEEl"'GPHONEroA7ASDARD A _ TE Aw, sr .IACE T 10 A­Q NARu�gEDGE5 131—o�cuniNPNODREDTRIM TENA - NA lAee 1 ETD eE INsrw.ED,N FxIsnNG RFAR as¢v PERMITsuam— • EKTE oR.Aa.�.sswowARE saouLD eELREPo a IF I I nsraxEvmRE I I I —_—I- - _4EEIAt I I I .I I I REv- DATE DEsr.R PnoN • -_F _T_. !I IF I I 9 AI TI ITIITN�,$ I 4i I I II I • �� i INTERIOR I I I ELEVATIONS - STOCKROOM — I I rNSRELaDR, FNS~a�R,. A211 CEXTERIOR ELEVATION - FRONT C EXTERIOR ELEVATION -REAR A • B • C • R • E • F • G • H • • J • K • L • N • N MARLITE GRAPHICS PANEL INSTALLATION INFORMATION GENERAL NOTES 1 A =-B'Dw.Eosvow. RNErvooa, wsrAUPANflsw IXmm — KEYNOTES - GRAPHICS ANLucxs ux,c�xu.lNxN� dna81L..►�'l .�,�� _ TomuuslzE • TH-1 wea"oFeaE1°aACOiE"ooPANELS, ` rf10T''IncwccocanaHics 1H�1E1K 1H BADBB 1K a I I I I EL a, I I I yMA • � Aov awE�uxx,a,��,a s AacHrrEcro�� ARCHITECTS • � R FOOD+HOSPITALITY HN T eaaevsE�l. s�ls cRAIrv­ROD cRAwr vanw LET.HERS 'BUTCHERS Fr RGHr —INS FIRM F-STRATION NO BN /1 ANTERIOR ELEVATION - FREEZER SIDE 2 21] 2 ass 21 sruna. lJ dkkr' fa^ J • I 1H 1J 1K 1H 2G 2F 1E DTMP 1D 1D 1K 1C 1H 113 1 2A ME LI I _ OMAHAESTEAKS • oNALus7FAK. I #164 •,e BUTCHER PROJECTADDaEss. 1469 ;STATE HWY 114, SUITE 600 s GRAPEVINE, TX • �i 11 _ • rlws�O` 76051 W ET 'WORD WANIGH,'LLY GRAINY SHAM 'PLAIN 2 LQGD PLAINN GNAINr WQRO WALL GRAIN' BUTCHERLEFT RIGlrt' I f 2177u 2177E 21— 2177IH 217I80 2177E2 2 1 2-BB 217- 21— 21— 2 .N 2—a 21— 7 j1 INTERIOR ELEVATION -SALES SIDE c `J SP PL` PANEL BASE& CEILING CONDITION DATE DESCRIPTION •� �A�.�/�i'� 1H !1K o.,a,IN PENNHSGENIrra< A / 1 Aso. uT-NCEwxc m. oa-a 5 - msnx. oe�rGwui _ � 4 B 1 B BUTCHER'S PANELS ED EO11 sre�p,,, 777 PLANS HAVE BEEN REVIEA THAD PROVED BV aEv_ DATE DEsraiPnox • I I qwi«:^""�^""'" ATHIRD PARTY - CONTRACTOR I I I I s I I I NN E�DD GRAPHICS PANEL • IFFWA WALL TO0SRCNTsvACE B TD a RR FOR TRGIN PARrwL PAry wRn aEAn EDGE P rvP ER ANELSABOV BASE PER NA GPAlx' G Npl DETAILS 1 CON THOUTEIDEEDGEs T WIDTHNECES Y`T_ DHPIAN PA- INSTRUOTIONS. IMLaP F ELOwwv-Iry +I TO CREATE EQUAL PANELS (FACTORY sIZEI AS NECESsnRv. r— 2m,B f0 MARLITE PANELS AND DETAILS /1 SECTION (d GRAPHICS PANEL BASE &CEILING /1 EXISTING RESTROOM -FIXTURES SIDE „< ,. mTD._ ,� A250 A • B • C • D • E • F • G • H • • J • K I L • M • N GENERAL NOTES DAMS ETGITw.T MATY BENEmroIBE FFAMm OSUT NORDERTO PROVIDE ORTW(KLTOOECK. ALLPENEIRARpxs ANp FLUTES IN NECK GH LL BE SEALED As w-MnED. 1 PATER, ROAIDE uCIr PIER UFACTUREA RECOMMEN�DPNDONSINAU- PARIITILNS THAT DONOT �— C PRONDEA GALVANI2EDSTEELSHEETDEEPLEGDEFLECTroNTRACK,'SLRTPoCBYSLIPRWCK • TRACK TOVERTGLq—STUDSIPR0A0EMI"E IIF IF TRACK TO T1 GAUGE TOTOPf F�EP- � ROTIECFSTRUCTO EI �� 1 OFPLLGYPSUMBONiDTO1—OR CCNCRETESUBCONDRIONS,Hal➢cYPSUMBI l o FOFSTRUCTUREFt AD4AWT PLANS HAVE BEEN I FauzpNTAL BwpGlNcmuLPARRnox FwvnlNG grAMIrvIMUM ors-v p.c.Wq��� IIIII REVIEWED B APPROVED BV ERA_CONTNACTORTO CCOND�NATEWn'NM S7NDMANUFACIURERTO ETENMIf&IFHCRUOSTAA B IOGING ISHEWIRED—METALSTODPARTrtroNWALLSTHAT • ATHIRD PARTY BOTN smESTxATEx1'ENO FRan Flwsxm FUROR iouNOERSIDE ARwECT: ygyg„ CONTRACTOR of siRIICiUREABo1�E NONSTRU--WALL SYSTEMS ANE TO RO— ASIM CT64 a ASTM CBxS G FAOFDAiL�GYPSUM oAao­suaLR 6A O�P5A PRONGE nsTM CEaGiEva FNSSHSUAOINTERICR LF— ND e � H PPN1iRON�R­ UFlESTOPRNG xMTERW. AT —THE ER NO LEVa OFALPgRND��G agcHREcio�� - ONS EXISTING DECKASOVE WITH GYPSUM WEARD NOT EXTENDING FULL EIGHT TO THE DECK ABOVE. HOLD FIRE STOPPING (46 G1)1-t2 1-12IMPAUNGANGIEON EACH siuG To SECURE EgcH BRACESTUOTOTOP eHORDOFJOI5T5@4x'OO, Pnr®B, mrH SIDES OF S,»G ENDOF4MMni� IwnL ARCHITECTS ATTACH amvs ns SRowry FOOD, HOSPITALITY • EXTEND FRAMING e'ABOVE CEBxJG OPENING IN STUD ­INGFLENUMS N. gTALPAtTInoN/FURwNG GAvnlEsgi CMux. LEVELS OPEN TO xBN YSEe'; fl.g UY-N C,EIUNG PER PLANE OWANCE FOR 1pOF DEFLECTION A0005TIGALSEALANT ORgwINVS.rA>'E, sPALAnp PREPro AccFaTSISTANT FlN�sryMDAT PLL WETPAE45 P51NDIG.TED ON FIRM REGISTRATION NO. BR 3D95 LL x Rf FRAMIANDSNG NOTE6 TOP a ASTErvERP ANDS or OPENING M P CESLOCKNGFORALDOORSTOPE s AMP WALL, I_PFRAA lAI FWNGE S FRA STUD PER PUNS T �MEIWCOME CROW CON CIE ANDAT EXTERIOR LOGilONS MUST BE PRESSURE 0.E Ad BASEANp FLOOR FINISHES MIN. D ♦ s ERPMs N AuwaO Jj I� • CEDNCRFTE suB.RSRUTE e E INTERIOR METAL STUD SCHEDULE ¢✓r' ae6; v'`5* 9 s P x1Wtl \ HT.I� UNSIA4a Hi-.® \ 512E GA TMIUM (MILS) 5 ICC u��1XT10C ffi OC I rwa m 1P4 - �OJmT 1B TYP. WALL FRAMINGIBRACING DETAIL TYPICAL TOP OF FULL HEIGHT WALL � METAL STUD OPENING PROTECTION s� - OMAHAES AKS C xmTo ue C xOTTDxcALF a-r • 1— #164 S. IS 45 SS0S_S — 138'<' PROJECT ADDRESS: SR,G PERPunS FRAMING NOTES 1469 W STATE HWY 114, SUITE 600 • s TYP. �cnLfivgrvlzEGD aY STDGSEDAION S EL PI",w �o�,"II NT a NFOCKA ONPC UGEro (.11 snro ON 11.PAq pN wRHo //UESS GRAPEVINE, TX SPLOE ROG EuvER,YEx 76051 iu. DR_RTON-APSE Lam)CAlw_ PRUDucrTmaTNICAL EACH BIDE P'�RFFBRA'E"WINM'GNF"°oTE"SIDE LLEpNnGDFBR,X,aaP1 FRAMING WwNG salPANawRm TO META AWNS DveRTlrx wrm l-1m 11fic.A1aTLDRoum \�(aF FASTENERSsm TRACK INTO SILOS TO MATCH BNDTYP. F 3 NOTE S MEFA STup NONSTRucnmALWAL ssrEMSTn FOLu»N ASTM CT6sagsrtnfiw T `�sIUG PER Pv.Ns SNDTRACK GAUGE / FRAMING NOTES TYP MLTATHICKNES6TREPSENTb%OFTEM DFSIGNlI11Cl(NE69M8 MIrvIMUMALLowm SASE ASCERE FIRSTLBweFLaOR / TO MATCH STUD. TYP \ �SXt2'TEXSW PHWPB PAN HEAD -MIN. RIPER CONNECTION c e 1ert6cA.E..B 16X W4 TEKSWIPHIUPSPgN--MIN.IB)PERCONNECTON —1—N PERMITSueMTTTA C, IS FASTENERS STEELSTWSORTPAOOTo W(XJD1COS., FROMS AND BEAMS a tli4-f0%t-f2 H.W.H TYPE"S"META-itrW00DTEH5®fY GC.,YFROM EACH END STUD LATERAL BRACING OF PARTITION /1 TRACK SPLICE DETAIL �A STUD TRACK FLOOR SLAB CONNECTIONS rnl of iel�gs, STEEL srppsaRTTucKsro smucruRu sIEEL xoTTo xcALE \'B/ xDT TN:CALFxmroxAlE N -GEC—MNB, BEAAE,GRDERSETG) B aDM CFOR`c'plXm"NNOCEAPaucAnMr+ssu',`PHHAA.SADTRAMa¢IN,(uuo CnNEcnoN,oRU)Ruws@ KSYJ(P METALTEKB)WRHTHNWAERHEADS- P4'O.GFIELD,12-.C. ro MATCH STVGttP PSN. 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A obminunamksaNmnas, amcurell p amtyre p,oktnao,emcomeon xae v axmauormlon pp Mamremilmesam wmmtare mnrplywltM1l`oppl�ablesralesa�Mlrquhetvo lo�rdemaniwoperamnaantlsateryolaep<entswamresantltM g exgwrM permmshallbearyulretlby Pvnn Generd contraaarresromdlem anyott simpermrzsm del mpry xgm apgiuhk regW,emems IN Nrvq HL M be®nre wlvydw ea Nsxhen,emmretl. 0. II naaamas marerlah are dissorerM dunry removal ounuon, stro woh and ro[Ny gmM1lmxt and urw; nau a mend.narewarNwanaanrymmpan«.nmlryaunn«celxestanlngwmk<amgyvammeimegolremenh,and epobsmmlmonN [mmpbshnew n nemo.edebe,�nka�narrean lmmnre JEW'p [nicll nacwrrecro�� ARCHITECTS FOOD + HOSPITALITY 1:g49 y5E.1.&�INFIRM F-STRA'NON NO BN sTnlna. Faeo Rga*y� pygH�,1v,`i 'N OMAHA STEAKS #164 1469 W STATE HWY 114, SUITE 600 GRAPEVINE, TX 76051 SPECIFICATIONS A8UU d 11 —d— n NnN C173rc17­ 1-3 ­ n0ii­ clvnylfim .Isnl:+soo,les�wnexmrrmixarmrmae.mnutm fee. Psi l3skpal.minimum. nn­,d I .1t 11 nil— awryce or III—— d., Is- namewrod:m6s11 or In. �naaummame awMsww ma. roan. xmnwimtopor2reaaMe�x. `MArollswusaelsa.in wN mlelmm 111- 3 ld'lN­r..i,.Itd­ k A d —IN N. _nN I -M q..m 1A­ —1— A ad eepmremena. .11/1, ­—, xnexrazmeln NN ARCHITECTS FOOD - HOSPITAL) Y FIRM F-STRA'NON NO BN OMAHA STEAKS #164 PROJECTADDR-S, 1469 W STATE HWY 114, SUITE 600 GRAPEVINE, TX 76051 I SPECIFICATIONS A801 01.00.00 GENERAL REQUIREMENTS A B CTOR IS FOR THE CANFAND . )DSOF CONSTRUCTIONOCCND ALLXEW IETY TER TOANowr D EMTMYSTANDARi�EHASOSHRESPONSA AND mHH AND ° ETO MI3TURE All THERMAL EFFECTS1sTRUCTUHAL CONDmo E, TEME.MGRA EMGF .FEE —M.. E) CONSTRUCTION pDENL 3THE RESPONSIBLE FOR THESTIPEENNGTH AND DI RLITY OF EOUIREOINTRECONSTRUCTIONUGcuMENE p ID PARTMLLYLDMPLETEDLCN9TRNCIONASDETERMINED BYTMECs RED R�EFORBRA FEE DRAW PLAN ANG DFrAL lrAND RTCEFSC EoARIAPRE"" DNNUMGUAL AAND NUARE"IEMENrsNFKNEFGENELNOTER THE TA l9 OR REFERENCE STANOGUD3, THETTO 7HENTTE TENG1NT' ON OF THEARCHRECTENGIN ER WHICH 61RAUL GOVERN DISCREPANCIES SV1 CY BE FOUND IN THE CONTR TC.NTNA.T.EW TO — INCLUDED IN FEE Elill THE MOST FIRWMGUME`Al 5 THE PR E E N YZA AM' BETWEEN FIRE CONTRACT DOPRIOR TO CUMENTS ARCHITECT 9E A BASE FONRRINI TMENiDN THE CONTRACT PRCE. 18FKATION THE'CONTRACTOR SHARE VERIFY ALF. SKEEN LENSNG AND CONDITIONS CON FIJCTE BETWEEN THE OF THE ARCHITECTIENO RA EEDNG WIHTHE WORN. BE HT ATTENTION U,L,HFE FROM: THE CONFERACTUNI O KFOUNGAT nwDRK SHOR xG AND FzcavnT n. ANY UHRW NFOHMAnGN SHOWN ON THE GRAWINGSAND DETAILS Is APPROXIMATE AND NOT NECESSARILY COMPLETE. 5 -ETEROFcFD O(—PER EPTETGDFMs MAY EUNFENHOPNEOEW MATERIALSnTATANESUBMmEDWITHGUTAOEQUATE "FICANRYOEVIATE FROM THE DESIGN INTENT OF MATERNIs �EDDMAYBERE"TTUA NE WrtHOITRENEW. ALTERNATESTHATREQUIR SUBST NTNLEFFORTTO REVEIW WILLNOTBEREVIEWEDUNLE88AUTHORI2 DBYTHEOWNER. 01.10.00 DESIGN CRITERIA AND LOADS RISK ATTC EGYORYIF BUILDING PER MC TABLE 1BB4s 11 1. WIND I WIN ° EXPOSURE CATEGORY REED.ILI PH TOPOGRAPHIS FACTOR, K+ I 01.40.00 INSPECTIONS. QUALITY ASSURANCE. AND TEST REQUIREMENTS T °TAND SCIESUL°E"S oAND SPETESTING 4L G INSPECTIONS LISTED N THESE DRAWINGS. AND THE srnTIWER�NT of SPECIAL INSPECTION ANDron sTATEMENTOFSIRUCTURALOESIEWHEIONs. REOUnLIRECT. O'D. A, AR3IGNEDI11WRIFfEN ACXNOWLEOGEMENTOFTHE CONTRACTORSW STATEMENT OFSPECIAL IN'PECiIDW PREVIOUSLY REFERENCED, ONS FOR ARCHITS FAMEPB ILDINGSYSTEMSTHATTEMAYSESUBJECT SGIS3BA3EOON THE BUILDIHa�S DE510W.TE0 SEISMIC DESIGN CATEGORY LISTED IN GNSECTIONS T RIRERMANDL 9 CTIONO ESEGENERAL NOTESN.^NECHANICAL G RCOry A RVAC B 'WN. NTn°eo°ca"MrausneiF 1111E rLY ro'�YroiAiEERRIIALS FIRECE1MRi—QLIPMENT u1ED HIN EMERGENCY ON STANDBY R, EXTERIOR WALL PANELS. AND SUSPENDED CEILING SYSTEMS. 01.30.00 DEFERRED SUBMITTALS MIT°BIDDERDESIGNE DSUBMITTALS EFERFEDSUBOnAE TM EARCHR7EwAFNRG, By THE ED 9 t. nGN LIMNS NOTED IN THESE GENERAL NOTES AND As sPEGFlED OR 13 DESKIN SHALL CONFORM TO THE SPECIFICATIONS AND REFERENCE STANBARD90FTHE GOVERNING CODE 1.A, SEEMmALSHALLINCLUDE: I.a CALCUI-A—PREPARED,STAMPED. AND SIGNED BY THE SSE DEMONSTRATING CODE CONFORMANCE IAE ENGINEERED COMPONENTDESIGN DRAWINGSARE PREPARED, STAMPED, AND SIGNED BY THE SSE. ,a GATAUTEGRNI AALpNFORMATINAND MANUFACn,RER"IRFREN RFDIRFMENFS, AND fE CODEANDnDEEPTASLErOTHEAHJ SUGEAEE�nRAnTGDOUMENTAIIONOFIDESIGN, ev"TH'e z. OTMTE.CTR HALO I—DTH.R oR 0,F�E i e°ODESIPOGNOET,TDTERABWIN E,EHE ER WILLSTAMP THE SUBMITfALA GORDINGLY. :.INSTALLED Iu"Eo°ESECnTHSSE 14EDOROENEELMN CLUOAEOTUMDM 05.12-00 STRUCTURAL STEEL ANGARD PRACTIOE FOR STEEL BUILDINGS AND BRIDGES° AL F�E 14, EL IS AN- DD ARl U=STRUCECTLEAIEFRF xOORur NOOl NG E o TINI oSTEORMITODMATERIAISAND REOIREMENTS LISTED IN TION FRH� SPSURTSORTS CHANNEL IC)ANOANOLE M1j SHAPES �-.-UP 2I Ro Pzl 31. CONFRMMAISC3805ECTIONM ANDAISC3035ECTONe. 4. CON W LTRFAa5ELIi'u' a QUAAUTIEo NACCEIREAAI"WIITHAN5oF1�t 10FIRE'MElNTA 4 PHGCE RLECTED W WDR�FN PEELPoTRDGE'�TDtE,GH�tT 'APPRGPHIA FFDRTMF M4 AN N. RISC 1.BECTON >. E BE INS SEA THE ERECTOR S=IRNT�AAIND���-LE.D3ESREECT��-ONN.SEE PROCEDURES THAT ENSURE 71tkT fS STEEL WORK SERALL BE CARRIED UP TRU E AMID P_JM8 WITHIN TH I LIMITS SEE NED IN ISO 301 SECTION DI, SIOPPAINTING NFIRMTRECFGnoCT. BON MS AND AIDE S08S€CTION IS UNLESS OTHERWISE 1, INTERIOR .Ell ­=11REINELFRICIFILILDIN.PNIGHTS 1112ANDNOIu-DFSTaURc€TrvFTFsn GMFRoi1NEMFNH FANY,ANE SATISFIED INSPEcnorvs Ez. BW a9NALLDFPAINTEDWxHpNFDDATpFsxDPPRIMFRDxLFSR con RWSFINni Rw I lTHE PTEowTTiie EIwecAGNC FIELLDTOCATIO1HG J STD MARCH THE "IS' 50.00.00 SPECIAL INSPECTIONS THE FOLLOW "Iwu BE PERFORM DFORR°TwsPROJEci IPEc"IuI`�INSPEcroRs sNu REFERENCETHE°s PIANEAND IBC CHAPTER 1T FORALL EPECNLINEPECTION REQUIREMENT'. THE OWNER BEAL _At.. c I'Al .N. 'CEENr°Da" REVVIOERWT H°Po "nGNTG EPECWSHALL SINECIAL INSPECTICIN FIRM FEE SC SECTION %r ' EPENT Ix FEC-N.1FcnGNS HAS SEEN WRITTEN WITH THE UNOER' INNO THAT THE WNDAPPROVETHEOUAUFFATIONSOFTHERECIALISPEcroR. z.1. RETHATREGAL 2.1.3 REVIEW ALL Po SPECIAL REPORTS SUBMITTED TO THEM BYTHE SPECNLIN9PECTOR. FORM INSPECTIONSAS REQUIRED BY IBC SECTION IIE. THE FOLLOWING SPECIAL INSPECTIONS AREAPPUCABLETOTHIS PROJECT. Gs (PER ISC'ECTION T]D 1t ) wLINSPECTONISrofisE�Mk RESISrA cE(PR Iec secnau nos.t3) TICSOING FOR SEISMIC E (PER IBC SCOMON 17w,14) NIT RE" E SPECIAL INSPECTIONS FOR WIND RESISTANCE (PER Iec SECTION IM5 IS NOTREQIRED EL""MC IE"IN OF AN SN4LR°AXINo c.NF"IRn THEFABRICnroa A'D"'A) SPECIR SSPECTIONS GUALITYLCONTROL (QC) PROCEDURES FOR COM PIBTENESS AND ADEQUACY RELATIVE TO AIDE 360 CHAPTER N, ISO 3DT, INS DTt, AND CO18 ED CODE REQUIREMENTS FOR THE FABRICATOR'S W. Szl wMn m ¢s'cU canoes RSPECEQN1iREaiiNrs aoNlNs"�PEcnoNulo rvoNoia ETRLuc�riiisnuPROJECTS SUGUECT SYSTEMS WITH R � 37 SPECIAL INSPECTIONS ON SESIMIC FORCE RESIBEENG 1111 ON N��GLmPEC m CA NEDURES)P P N5A1 P ICWORNS IC�SEEAVAILABLELUG P LE N5a1 4 DER Otl4`T FICATroN 6T5TEtif ° O ITS C" eFRELLE.11ILLERWELPS N 9G�Ns IPLICNMEM, ) ACEsj) NDITION OF TA KWO�'FACXWM.DINO —1ANDLOCARDN) 11 RwE1IND OIPMEN ° sIE N-1 � AGES at P NTROL TABLE ­4­2 LE N­ 4 ACK �NVRRO'WE­CO=SO LIMITS IN "PERTEMP—RE PRECIPITATION AND ON WERIDING EQUIPMENT TRAVELSPEED TElB` RE MAINTAINED G PROPER PO'mON IF. v. H. EACH PAGE WITERI PEREPLE s ° TA ° TABLE Nssz TABLE 1, ° TABLE .o-: Ns ssEc,oN -L P �O OTABLETAREE GNAc PNGHRie nGN TABLE NIA-1 FUSION s CRATER CROs''€cn°N LG PROFILE' UNDERCUT 4 P sTNIH[s P P MIC DID LE SO WEIDED.JOBtTOR P P iA5 50.3 P P TA 3 A DEDWIT, THE T. MPVRaYU OFiHEAECME XL tEt �T d1- PENEING THESE NSPECnTONb"AMNCOM BnsIsRERAnONSNEEO NOreE DEur9G 110 �)-PFRFRMrHESETAsxsROR EAR wEInEO JOINrOR MEMBER, FACH BOLTED ITFEL DRAWING LEGEND MARE DPSCRIPIION MARE 0 o DfsCRIF.A INDI�NEI l- o ETH AIL L.I.I M rvnE/PREc O.Nc FINNmaN sYxlRo EFFRro Out IR OR 2W4 SHURwPLL SCHILL —DIRIE1 FER To ® RENSION1xIANG1E • IN-S-ED9T INOICAIFS NBLEO'IWS IQ PIIFELRITOOKETTLE—EREVAO" S INDICAIEs EIE COW MN O SC,_ WR�G 6 M OL ® HEDIFEW NDNATES fiE PSUREEIN WP O pVPi SiEESY.RVCONEFER LV L C TFIG-X- TMNJ flt I IFAME CONNECTION L£VER UIRE. INDICATLY—OlONNECRDN ,R D,na LsoREFERnS CIrISR nuMeER1 IN'HLEDILATESALLBGER EEL sruG FAR ^ o VIFW ILDNAIF UM [RISNEETN .SERF EHOVJO PER HEY ON SHEET s l LS SH'A`RSMcfD i'� FRAME ONs NDCATESIuIASON—M1WALL HERR TMF EN s'E" PTED * --- INH—ESGIRECTION OF DECK SPAN ♦_ �NICA�T U.CTEoEE.1 AILORNEW OrHERs )$4 ORW(IGDRfaM NcwASTEEL ABBREVIATIONS INDICATES REOUIREO SHDRING IMAM IT G aae°od FR'ITraaLeE Z 1i P,'FP Ig moa, KF B FFARA, Fek _ , F"" FARV HEIN Po��un ", Ree4o A STAN H HEm RET scBP sreemn SoICP��,Me �e id` sER �N�1aer oN f URT nmb 'URIZHq w�nlT - cme sFRs swereffao I,`G�smem .1 compere_TULPo n SLID OC 9 FURC E.U. Spw'I Tame M sar" RF Par Savae Faol c.HConele Mau sonry Nl amL EECkm ' Spe;�revo n FUND L —1 el Sug3x515aggeron 'lee Lv`s`L m �a �vrwmbe`r sn ucr DWG IS UP I ISym—I— US DO 11 LFEE L� ro EDE EXrKKlaaJaw F.RU­ D oe —Eq I x-I ERb1PRe11 wW E.Pe�elonTRIP MIN OCBf a ryCanLentrc I.— OR ouuine G�nm bfece 'A'm Steel col Wsu Wom Joist reNFaNe�ar =11U.Pear PL Here Bl PeseNwoR FRM wi wro a e eea u°Imbomyi8 rue ve Pam Mlr�� NdR�NFR ,ul�•,.�►�r ,IM =DcI 341 W TUDOR. Su N, 1 D50 Fa 5G A.hordge AI S 99503 P'VPP1e Te om N 11 0 .MIOHA....... a WRSOx. XAN(ti��v� OMANA STEAKS PRO FOTATURESE 1469 W STATE HWY 114, SUITE 600 GRAPEVINE, TX 76051 All PERMpsuEMnTAL I I i I � I I I f I A I I STRUCTURAL GENERAL NOTES, LEGEND AND ABBREVIATIONS S000 Typ• A WEP ,r ,n �„n r�x , opxx. ropF re ! ,w emEcra:vn PrncEo x �,-. 1. I °PEIr.,Fx — I n°u j INMr7u rvECK L rani J I I � I ry w Q 0 rvs I x ECHcsrarvo easiBsll �� I I I - - -------------- - ROOF FRAMING PLAN NOTES' TENIA IN MEtnE orc. PER ar �cn`°w,w�"ca. NEw opENwEa a. — 11..IINR—.I.0 11. nNR EoR...IN nan a. rE geNc�Euvan—oEnWiNcs Fox xE wn,e FiNc N ROOF FRAMIk PLAN OMAHA STEAKS RLLER PINCLEDPED _ r PEorF<rvTE � rop�rvrE nrvcLES Musr I�x c � � 5 orrrure mmoN V , Nc.„r[4 CSeeaN asT Eexlwe a�rowTEsp�F .wla',EEiow OPENINGSUPTO IB' +oisrearow pxo+Eoia. zaio,ss,o NOTES: Al— EOTo° p R°aV A `uTEONPMNr rEEow =DC1 ,i"nrxurnmpF,,r OPEN INGS GREATER THAN I6'ANGl,P T02015 P, _CEP 341 W TEdar, Su le T05 CN TYPICAL METAL DECK OPENING REINFORCING Ap,chorzge, All 99503 o„u=,rz-,a ms,axml :Ixo„s,x.rxoo sEEErs FON nounNFo ��xE, Wxu>s Cl miP 1Esi pn�ma,x ss o•.- _^ ,....••`�N g`m PT- ITA" TO I ECE[ NUT 5"Es ala'OM NI OWN ups pEEUNT 5qt NAEL r E , � - paaecT None. EooF NsuunoN OMAHA STEAKS B�,Mn,ac E,nNo�acE 1469 W STATE HWY ,EuorsrpENpw, 114, SUITE 600 GRAPEVINE, TX 76051 NOTE: MECHANICAL UNIT TO Cwq?,7RUCTURE CONNECTION A PLANS HAVE BEEN REVIEWEDAPPROVED RV A THIRRD PARTY CONTRACTOR ZUE RECORD Evfarz�a PExmnsuEtmmRF i I I DATE oEscxipnoN I I � I I I f I N I I STRUCTURAL ROOF FRAMING PLAN GENERAL NOTES FIRE PROTECTION GENERAL NOTES A "" P' IT111 1111 1"ALL 11 INE I.IOIERIII�ll C111, N11 L— 'VREL-EGA=" I . STAN. '.R ANN THE A_ _AI'll F'R _ AFEAR _ F—RI—EPRE A IN OFF N., r I IPOINR FIRE PROO—E-1— ESIS-N IFTERE SERS1111=1 III ISTEII—N THEDUGHOMSEA11 II N R_OF NE. FF ".A PROYIOEXroPAwC 1111.11A A­I1—,AFlHITNIEUF-1I1l A IPII —1—1F ELIMENTS,1NI-1 AS O—UEA� H—, =—, A. E—ICAL1R-ANS FOR PER P—DE HEADS ANO — IN —N �E I =N[RIE PROMMON SHOP l—INGS IH—Nl H`1��- ATO—ER A.—NNARS.—S-1 ANI 11 A-111 PRIOR 11 H HE AIPE—,AN. I —INES .—S ANO —Al 11—=='1FF 112=11LI-1 P" NO 11 All C11111 FI-11 11111111NI .I TERM - IIANI 111PHI All 1-11 TO III S11, 11— FOR U—NE, UNIAI­ IBLYIN—ON, NOSIMILAROPIROONS—FIERN lT',=1'H'1P—T.NAT1H ASS", P"""" NP-1IllTI1A1UA1UN1A011,UAP-1NG,ASS' ONE, ANCHORING, APPLYING,'11 NINH, All 11—I OPFE—NF.IHE FI _!=11"EN1111. FAIR wP RR 1. 1-- ll IN—, 1-- REA.1 FOR THE N—E. ENGINEER OF RECOM FI, 71t, SCHEDULES ExIsrNO ITILII POl. XT. NATIONAL IFIRE PROTECTION SCHEDULE H—D,01-4— E11111HANIO ARO =R FRORRTOR H-N, --FO �Nl RETAIL —N —1 1 —.p A. I Z" ITS K L:— �-'Kr a I. LHHF L12—E-1 F itA OR S=U11LA=..E. SEE --RAL NO—O —INS PUN FOR E— OEIINN H.- MATERIAL SCHEDULE ONIAHA S'TEAKS #164 %SL XN G mi—T NOE7C�UN 'A '�VM—H"­ 146 W STA TE HWY 114,J SUITE 600 EN—YNOEIL- GRAPEVINE, TX 76051 —EIN—R FIl, I IALI 11 PLANS HAVE BEEN REVIEWED '.APPROVED BY PARTY ARTY CONTRACTOR --------------- I FIRE PROTECTION PLAN O 1 4 1 11 F = 1, o' D—H " I- -FIREOLAGER —EU FIRE PROTECTION PLAN F100 a<pwy aae ream!« <rcwei�, m<,em warm hp a<a <amp mwa renmm aaae`u�bea mrnea: era»•���a mwrte aea<h am mwammraM1au ,. p,aaamaahad bead de=mmeamm<a da p ales p abfamt d.yaem. 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COMcheck Software Version COMcheckWeb V Interior Lighting Compliance Certificate amlecr informanan nm. �v E,.mFum, omnmm<w,m t[il:1LNi1(�LSUyIo:SMa:z.. w, tree. vyntiy-Au�:n nugney:w � �� a o ass 9vz az �roo t v 40 4e E- PLANS HAVE BEEN REVIEPPROVEO BY A THIRD A THIRD PARTY CONTRACTOR �. ry�tlb eeuar °ww�e,ewo°�`� �o-oi; °a''m3�m�r °o�roa'ew oca.ipi� r nWm rAos.T � b�reme [[uaF ie reme,emem n¢,pµczek� �m woss 0 :cause Eiamc mmm:reatic imnmwn-ormmpie: �t 1 �ncaas Is1b1R mmNr Narod�� •m,m orama�m rE— ma�.n OoomNa wrep�a lauvr n erc=b aeeir:ewl Cemme,r�VPmumpUam: COMcheck Software Version COMche 1Web ✓ Interior Lighting Compliance Certificate .elee a ormeme A."I� w. nm. C.dgory r�mpne„gi..im.meo. reaaiw.e wm.= vsis nm.ey n,.. Se r,.-ax. rsi ee anam ao oao 1. <N..<nFn..gi axm �iFa�luply�l.yl:�z/u'v,Wnr�w�nuzm2 L-L 4ll v,r�Q6iA: �x T��••exw�c.n..mn va2msl o o es an z.a u<yx rnna� a u.yin v i ao as — 7— P. �ii9�ree rvmP+MMM1 w a,e5k1. � L:e�IF m:uosz.x.v. are& �xawgKaae '�,�e��m,maRre„� rlR�m mp,a�mv—r31�.,.mm�Rre.s; I.Iro��m.aRre., r�.,eam,.,m,am..�i rat-�m,�airm, si i NATIONAL OSMUA A. EVFREri 9.13596J__ jjJJ OMAHA STEAKS #164 FRoaEcrAooREss: 1469 W STATE HWY 114, SUITE 600 GRAPEVINE, TX 76051 PERMIT— OMC N 8Y: EO BY: K�MUWGeR: �MaIATE VFA510N 0>vprrNPs ELECTRICAL ENERGY COMPLIANCE E020 CODED NOTES T_ HS.TNE I P11-11-11- Ill IINT=ll TIT11 11 I—N ­.N. K­ 11 1 rsj� " 'All - a I —NI IIS 1= � 17T. - ..-N. N' =l I WILI IN I-— TI.-I ­11LHINS ­N111. 11TI TZTl� III = UUl 1111I.L.IULl .1 C_ o' Ill 11111K I HEI 1. «DoEI S ­N-H.LD E_ _N E ­1­A-.N­T.E E0­0JEET# A A- _-A- I ­TNU-11 Ill 1111 11. ­1 11ILL _N No Nl' 11 1 ­11INFR-ER, ENGINIEROF­ '_RT ESETIN. -1 1 -M 0 ­10­ NEWSP-111­111. IIIRTTITIIINT-1 PROIIIINII�Lll�NII�P�IORAMIIIIIMIIIIIIIU l,IEPIIINIIPw EAIRE0U1I0 OE NATIONAL XT. H­D,0H­SS -.p SYMBOLS & ABBREVIATIONS El LIGHTING SYMBOLS N­- ❑ CONDUIT ­03 S­ THE llllllN­AlL­R­E­UffNUM8ENS­ AT Fr R N UOM2EEIPLAN NOTES I— CN THE SWE SHEET I-E—E NG OMAHA STEAKS #164 JUNITIDN sox 11-IC-EL— H HT­H­lllEl­F­M0ML —El-- =�H�OTIELI. 1469 W STATE HWY 114, Up_ 11-1 SUITE 600 W­UlTEH­YN­ GRAPEVINE, TX 76051 ❑0. Q) L, -KINI O [A,All, 1:17, F-I ,RSA,. Al, -T, j (D - I 0. , MAI. m X0, ,LIGHT FLOOR PLAN LIGHTING PLANS HAVE BEEN REVIEW D&Af'PROVED BY A THIRD PARTY CONTRACTOR ON-N 11" J.E J. ELECTRICAL LIGHTING PLAN E100 CODED NOTES s Ea�aMEMsu vuEa��. a.o wo1 xAEVArax Ifni. cooaDlw,TE xm°IaEMENrs wrtx TwE Tll oT TxEasaPrAClE ssaolnGr,sE� N°ow=a^r'EPUM6wmI.NE wIAMLA*on PINruD snTSM. cooaGlxAre sxAcraEo°IaEMExrs wlTxrxFa v.MFrDwu v�.w Pa�oaaTo El Rl z G AI =If °rsconxEcrfurvrnorv. Exrzx°ExIsrlNG corvouaoasAN°con°u'1 DffKE s dwEIIIFDRTEda°,EDRSIGN Elx=u� , x°�dRlxMundx �x�aw� � ¢TEaIDas�xAGEPad°IDELxnrnDwaDxEDarrvEdd¢,dR=I°xAGE°ddaDIwATE�ARaEDuIaEMEN„ n Ax°xa�M¢ wrtNixfTErvA Ts fN°°aPalGaiGa°°Gn.Ix �Ga°INATL,WTExINGxEdulwEMfxs WliwiNETEx�sVEwGDaPaDaTDadxGNlxwIaETNaDxGN~EdGNnNG°°wTA°i°aaEF¢TDrIE EDR—E— p ° TDaouoN-Iw. coon°IxaT W"A'lxSaEdulasMsxTswnNTRSTswaurs v[N°oapaloxio asnuul soa FNcwEFR OFRecoxD: 0 "II xGDNTADR.xELaTdrvfdGxNGSDxRDL°IaMfDRA°°InDN wwlaE PRIVIIEQI Ls�°InN ?owonIiET—IIATdTNE ��-'A s wlrx mETExnxrns xccssscav dcrzx°fxlmxDrxoxv°ATnmx°GITTONdv LDunox Al NATIONAL • ,CRA PLANS HAVE BEEN ��' cFI REVIEWED &APPROVED IxnlEdtAn nRo A THIRD PARTY \ En tea` CONTRACTOR \ mllw Ts °ATHxrewartrzfaera¢sNTarvs Axoxsu vsR mvANurK.LCTvnEn sllxsTnTLunoxux¢HILI GK e,e Ts,aei° I Y ._ A K [xlsflNs uriuttq MO i - Ix LoundN swowx. sysdFicanow sxau e[TNs uvRox xTsa3T ew xo STAMP_ �S ��D�I�f \ s + ys•• aoINTdFJOiNUA A. ALTFRNAT¢SHALL °EA[CEGTE°. \ 5 PxoV°EEMT FDx caN°UrtsEKVnG FPE¢Ex coNNFrnorvs. KOVIE[oN°Urt caNCFALE°WTxNTHF °f ML$rvG RE �� Og """IMAKE CoNNEcnaNNA NE_"_. •••••••••••••••• • \ Q Gunix �a°a°AiE nu K[¢uoa Mfxis wnx TIE MnxufACTua[asixsiuunoxlxsmucnorvs PxloKio M�119vjtto ,I R F a MEM= R wE arowo IEarorv°fx,IrvG°xrtGNaGGoa° °°'A oEx=wl n EIUIPIE DwN. °xNERmaEMAIN E EN°ExlnlnGco °°IT n°°onDURoaaronPAxFLLo�nox PNd EdTwAME i OMAHA STEAKS #184 O POWER ROOF PLAN F2 I f L �I r �I A 1"L i i u \ P L� LTA A ."I POWER FLOOR PLAN � __ SYMBOLS & ABBREVIATIONS ELECTRICAL SYMBOLS " I AaAcdNA. `°AaorE,xETrt n, wAu.Da Ox ME-aG — -ELAIi¢u I—EGEINIE x RGw 6x: �o = I-SWIT�hoxp �x-fGEfDI = ELERawPAxELxGAaa sM xGxT ;wP wEA 3°C iM�nx wAmroPaEajAuswrta Q � - nNG AN°ttPE aGxLE, xE�o<AUE xEMAIEGa°uoL coMNxAnox lEo iEGGxourvGiGfd� —111—°a xas °ATA °GTLETs ELECTRICAL ABBREVIATIONS x,: uGxr Flxrua[ ys 1469 W STATE HWY 114, SUITE 600 GRAPEVINE, TX 76051 ovTvmm PERM TEu°Mrtru RY�oNs DESCRIPTpN DRAG N av: TE"p ci MaN-N TEMPLATE VFAS�ON G>Tpr�xs ELECTRICAL POWER PLAN E110 TCRK BV INIEWAATC ENCLOSU A7- AnE� I AaE� I sPutE� I SPARE O � uc�mNG CTCIE IN cAL z GtGAnEo O oR3 C2 ovE TYPICAL. A-t� �tl-ucxnrvc-RETaL Cl C2 naI I - uGHnrvG iaAac A3B-------------- INTESUIX1aILauCF LIGHTING SWITCH SCHEDULE s I swrt swlr ANELI cm rt l �PTuvl b BAwE W A3 I Gc ..D BH7o3 c IawE .45aW 3 Gc G[ LEGRAx0 HH7o6PtUY� • A I is wNTEHMA u 6PNING WOUND .n ER,ixDDH GL BC B n LIGHTING CONTROL DIAGRAM cfs33H _ Scale: N.T.S. 5Ite20ae.43t3 AM , III ��t sa A a l IJ d gal OFFICE ELEVATION �j(� NATIONAL n/ LIGHTING SWITCH BANK ELEVATION Scale: 14' =1'-0' {y(f9 SN A..q.. EVfRETi 1 3f' (3596J� j �srow"E� ZGRAP 9IN PLANS HAVE BEEN aRGaEcr w.ME --<REVIEWED B APPROVED BV A THIRD PARTY O.AHASTEAKS#164 CONTRACTOR 1469 W STATE HWY 114, SUITE 600 GRAPEVINE, TX 76051 a LING BG T HN IN Isw IAaO i0'1 /`R3. OW6ANI�BOPFTtExec% a FlEwYYDIBRPANCEa TxH nAW� u �IAPPR %tal cuRREnTAT— PANFLBCNRDATTIEaTM70FWLIR IR ORTVPLUE ll ERaslIALL eE EWAL TO OR GRFATERTNAN THEAVAIEABLE FAULT CDRRENTAT MENT 4 OVERIEYTHEVO.LTAGEIR BETWEENTIE Ar>v DRWro (NI PAera piLBRI ERS PER CIFARPNCESBHALLBEMAINTAIIED ABOUT A _ "sF C nTRICALEWIPMIN ABRECUIREDFERTHE FIEso coN. Lo.o PFn THFAumoRm w,wnn zov.mLo^ VEPIFVE%ACTMOUNIING o ianrvEL 2. OCATONO NEWANWORRELCCATED DIIINEI 3PH.t4W A�T�PPNEteOAROA FYNc IIWIPMEIti (EI iAPeO% OMREMPIN. E%CEEOS RATi GI OFPMIEL 7 FACOMPLEEIFCIRIaCnLwSCTNaunON 9v31 p. B ELECIRICALCCOE SECTION 110.340E TIE m MLltt TORE-1N--(EE))GROUNDI P TO MAIN DISTRIBUTION DIAGRAM �J Scale: N.T.S. N BYIWH ELECTRICAL DETAILS E500 MATERIAL SCHEDULE �0fl"�0p Wye corvDDc*oru Dumb �ad8Sm0 AWE ND p T-1 WIDOOROR.--EFR E.— L-1— FLEXIBLE — —IT —KE C—T TuelNc I—ECT# ENGIN-0-- NATIONAL Ft AND XT. Gl.—G IT. H—D,OH— sA I—E—E OMAHA STEAKS #164 LIGHTING FIXTURE SCHEDULE kAAAG N 1ll � Eux Hl"I.1N 11 . TATE .. 114, WrSUITE 600 1 GRAPEVINE, TX 76051F ULI ib— E. NfA Jkh GUY"ALM! 1 2 —4—Y-1-1.1 A—% T E Z. Zu.T� lA --T�(dW MWIME —Zn 11 1— LED ll-�N — . — R�� W96. ...E— .y — up. I TL,2 —IR Gl pl, PLT —1 1.— — 111N 1. . — I PLANS HAVE BEEN REVIEWED APPROVED BV _IEW D&APPROVEDBY A THIRD PARTY CONTRACTOR Pao.IEcr MANAGER: ELECTRICAL SCHEDULES E600 PLANS HAVE BEEN REVIEVJEC��PRCVEO BY A�{IRO PARTY CONTRPCTOR Structural Calculations Omaha Steaks Grapevine 1469 N1 State HWy 114, Suite 600 Grapevine, TX 76051 May g, 2026 prepared for: FHA Architects 14344 Y Street, Suite 204 Omaha, NE 68131 FHA proiect No. 20526 DO Job Number 26101-0510 LOCAL EXPERTISE, NATIONAL EXPERIENCE. LEARN MORE AT OCI-ENGINEERS CON ASCE ASCE Hazards Report Address: Standard: ASCE/SE17-16 Latitude: 32.93089 1469 W State Highway 114 Risk Category: II Longitude:-97.09155 Grapevine, Texas Soil Class: D- Default(see Elevation: 657.7021391271765ft 76051 Section 11 A.3) (NAVD 88) Wind Results wind speed 106 V ph Final Engineer compliance report 25-year MRI 80 Vmph shall specify design 5criteria wind speeds o-year MRI 85 Vmph at 115 mph 100-year MRI 91 Vmph Data Source: ASCE/SEI 7.16, Fig. 26.5-1 B and Figs. CC,2-1—CC.2-4, and Section 26.5.2 Dale Accessed: Tue May 05 2026 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane -prone region as defined in ASCE/SEI 7-16 Section 26.2. https'//as hezardtool org/ Peg. 1 of 3 Tue Mey 05 2026 ASCE Seismic �� Site Soil Class: D - Default (see Section 11.4.3) Results: Ss : 0.102 Soi 0.086 S1 0.054 T� : 12 F, 1.6 PGA: 0 049 F, 2.4 PGA M . 0 079 SMs 0.163 FPCA 1.6 S., 0.129 I, 1 S. 0.109 C, : 0.7 Sets is Design �J&bL Wnse Spectrum 0.16 �R 014 0 12 0 10 0 08 0 0' 0O4 0 02 0 0 2 4 6 8 10 12 14 Ss (g) vs T(s) Ole MCEn Vertical Response Spectrum 0w ..Z 0.08 - h 0 07 006 005 004 » -- 0 03 0 05 10 1.5 2.0 Ss (9) vs T(s) 012 Design Response Spectrum 010 0.08 0.06 0.01 0.02 0 2 6 8 10 Ss (g) vs T(s) 6 M Design Vertical Response Spectrum oW !� 0055 .... ... 0.050 0.045 0.040 0.035 0 030 0 025 0.020 0 5 20 Sa (g) vs T(s) . Data Accessed: Tue May 05 2026 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for site -specific ground motion procedures in accordance with ASCEISEI 7-16 Ch. 21 are available from USGS. httos'//ascehazartltool orq/ Page 2 of 3 Tue May 05 2026 �E 5'ot am PP1 al pew Groundd '. Ps= \{ \e12a noted" 6PSCE y\05 2026 b es G \sh ground snow We 0co�ndUn d Ewqgoo �A,PP. nd mow {o ",a a"reQ ae\oca\ vat. s"dlesare s eso\uU�f`�n �v\ded Va esP as m drY\c se d n r cAvere \ ��tuon S�,d Dale messed, rac151r aBVa-sPa not {oa0¢nragTof e ado, and sth�e; at ed d \na e s ed \oad va\uaa are „aa 9 {he n\ BDPyreas- Ee9ha'POO `ce'Aon�^�,. tO ad, Sn a M�n'� grail 9 hro cre an\ntoP udsd\c( dlhgn \ ddCer s`9 e\.va . havtn9 aU4nofm g\eIaUo � maPv- t� s pf am anawvthpua�v e�v�� ae�e aaa'a°�'� d4Y `^�rd�\naa e arren�, pr d 1s 7r0"a m intalne eta oo \ p\\nY. vv, an caa anent°°se x, re. i arnivanon. sBs °n d \P>arP° d, Pr° a veNa orymP\don amen n dsv a\ 40 madBa mq, dor t nth \ farm® �\pn CE h@s �® pN as as 0n Bn 1 n rtn A6 to a ven is n en\an�,a �;°m Info � ape nGes es tba pn�T f a mmPa quked b Pro anBra`n 4reted �nb ey roPre ea eaY CE aaa hpUrd n° ta�cha �forihe landacdbF°a`e B rs. vlded for Yhasbeen° pSGE tat\ons 1o\s u n Ina Ache ropadOaaeed haK`AmSGE d°s �ot �aA^\�sn^by orfMm �''S ds by b'�ro oo�f r'n �P o. s'�b�1tu \tst�f�ce�a Q4 nnedbY td a a � eE °r 1 or rtov b®en��Bp9te°P�ou\dhP o�audY t"travartr ��t,b'`aPP °Pc\ats1h �ne A5GE 4anaBrm�na��;, sPE1�Zb[hethom anYuSeO da'z bas tnp ;,e f sour"ss Pant da onsorsl ny°ne In �hthe irhl4Too or Under n°dd\red, dNe sU\1\n9 pBP GE dlbna� ev\n9dPr 1 9a0 anG \Y �a a1\ 9 baE m Y4 do [h�to P `� of ainY naW� sCts�n9 °ut of °f � t knbWO nde P Profu�9th\s membe mo^5\atedt aYnarm\ess fN`cEham nY ana a\\Oab\� mPloYBssadd,n90 �\BesO yeda5oo\, dem yoU agre0 ��E Na vsrv, eabvma Frpv\d F Q., e, bb�°r ntr s � soh Tu0 ppaY p5202° Project Name: Omaha Steaks Grapevine Date: 5/7/2026 =Di� Project #: 26101-0510 By: MER Subject: Design Criteria 2021 International Building Code Seismic Factors Site Class D (Per ASCE Hazard Tool) Ss=0.102 Sds=0.109 S1 = 0 054 Shc = 0.086 Seismic ei C eoary R , ` , ` (Excempt from Seismic Design per ASCE 7-16 Sec 13.1.4 4) Wintl Design (Per ASCE Hazard Tool) Wind Speed = 106 mph Exposure C Imp = Live Load. Roof 30 psf (Per Original Structural Plan) Snow (Per ASCE Hazard Tool) Ground Snow Load 5 psf (Will not control therefore Ignored) Dead Load (Assumed) Roof Roofing Mete Deck 5.00 psf 2.00 psf Final Engineer compliance Insulation 1.00 psf report shall specify design owsd 1.78 psf criteria wind speeds at 115 mph Mach 2.20 psf Ceiling 3.00 psf Misc 5.00 psf Total 20.0 psf 1 -V-Q Q v v vQ ell ,1. -<-e 1gift ...-..�.•� �. ,_-..� ..-. a-.,=-. 0 W, „s 'la �a as ,ry Plan for reference only. - See Structural Roof Framing Plan for Approved Engineered design criteria Sheet S100 ROOF FRAMING PLAN ecr<e�fe• rEal. 1.am 10 P9F vE L0.m 3e �. 3 W Z LiJ U W I Z W Ln oL� w N _ La aw a CD W CD Z W W Q CD aN OF GRAPEVINE nTM. %T �is�=-==J LR. ®HUNT & 10INERNC�• CGNSLg.TING ENGININC leeue log Q REV v20/p Project Name'. Omaha Steaks Grapevine Date': 5/7/2026 =D�I Project #': 26101.0510 By MER Subject'. OWSJ Check E OWSJ Check Information to Determine Joist I and A for calculations Member 28k6 (28K per Ongmal Structural Plan, 6 is the weakest OWSJ m be convery h-) Depth 28 in Span 45.DD ft Per Plan L 44.67 ft Per SJI W and 128 Of Per Sit (U360 Cap) Ij 305.39 m Per SJI Weight 8.9 plf Per SJI Density 490 pcf A 2.62 in^2 A=WeigUUDensity W_block 210 plf Per SJI (Total Capacity) Existing Load. D 0.02 ksf L 0.03 ksf Tnb 5.00 a D_RTU 0.01 ksf Fmm 0 To 7.5 ft New Load Condensing Unit Total Weight@ @ Weight Point 5 805 201.25 7.5 MI 2M 25 ft It, It, Check (See Enercalcfor M & V) (Origin al + New)/ O gma Original Original+Now I Moment (k-ft) 63.422 64.546 1.018 OK Shear (k) 5.694 5.972 1.049 OK Nagonal Standard SJ11OD - 2020 pn1encan `o A� T pB,1.E r1DpRpD A$D �Es TS+KSERximumYedS4a�sa ST A EQ STEE s �pls ks ly 5 p1Pa) ovemba ' nds Pa 50 hva i7erRrnr 31 2010 opellIl .carrYin9 capadhes, in P°u on a the Steal Jorsttnstrwte N pdoP1810 µay to 2010_Effec 1 bad added to distributed Revised a un'rform Y -as be ust be TAL aaf Load Tab-wiOM, �° " the The BLAc kiloNevditons Par m0 eter), d Or d a1N the rDnate Pot w gna a 1 lot,' mds onesm mad m the Load Ta p4O K hies ons PB FA toad, tuchts ^ whx to foo ses orst et linear loot( loa The aPP of (k�toN ea t obtai th unrf nr N pts, in pooh a DFAD a ba e tmfne We LNE and Pa r fo roxate-Id�stw t° determine r pnea � a sp r n9 The apP Zol1weigh bad to deter uniform,.d,Tms bad can be o.seadefledion °f 1 he TOTAL -ca ire other h treTOTAI represent the n. �N P u°e a 1 ad exc� deductsdftom of 1i360 of the d which v+ r 1 e prorated b m� span snail b f The RED figures in to yte 1°st cdefta�a l y a unp1240)oan no case shal Midgin9 ndrest� unhl this row produce an aPPa°i rdeflectionRED f�ure by 35 ire row °f shell not be 1g2$6 min) suPPon 1 in9 the Load Iono1stln9 cab h 60 10 �i 1, of >st n RED ` ADE�hords@ R nts E area extends �P Mr ndard volt Irsted in the Load Table caP$6 the .foist spa^ polled conue°jjO �s allad. Th BO deformahon) of a sta Where wrth lately' shear a Load Table, and drag°nal b;,, mg Is comp -t adlusted f°r t� ura +n in b0fled dia9°nal brd9 am M inertia ( a where W= RED g m , m eter) °f ASD The aPProxrma ned ssiollows 2 W)4 )n10;1 m s N ons Par Table. maY be detain' as (span 102) ilhmetar t kilo a' s Y 1 or ro,Nn m the Loa _ rst Ir.26 Tan1033) in�aata or r linear fp0 ( Ircdly of the"" as unds Pa ^what rs x carMn9 cape°fries, pans shorterTOTAL load•car ng capac L>(sP ad- kNlm)I 6p 550- (8.02 t 02 Kpuml Via) 11 n°tt�aaN not exceed 5 Stet Joists, K-Sar linear IMarpotation betwo fe uniformly O ^ Web ermined using The TOTAL sa Jdrsts she be rgdreo for Steel K enopm mph°rated RDDoedTanWfor Pa aLoad Table maY StandardP Standard AS iven i^ dr 24 In the Gode of given m the not ezPlicrflumns. c,,,ecGon for span "� adlatCBnt sPon °° in9 toads' sae Loads wen centrated andlor earl bad values 9 for the pdo G;,nders of c°n Joist an j 2. 3. 31 32 33 34 37 38 4p ASD STANDARD LOAD TABLE FOR -OPEN WEB STEEL JOISTS, KS ERIES Based on a 50 ksl M Mmum Y W d Stm—h - Loads Shawn 1, lounds P- r Ll—, --ot (pll) zeK6 zeK] zeKe zeK9 zeK10 zeKtz 30K] 30K6 30K9 30K10 30K11 30K12 zfl 31 i73. 8.9 9.2 9.8 10.5 1IS 145 96 10.0 10.6 11.9 13.3 15.0 F F al F F6 Sal C Fl Q- 183 zei Z Zp34 C C FE M El 74 C Cs413 C } g 5�14 Ya �6 F FeS Fe Yi6 W4 Fil io3 za] '��b 17� 17 z69 so �50 M F46 HE K. 532 6p F Ipl� F' R !i5 373 413 7% ff- 40 1a� � 73e ME Z if W R" 413 550 Fo SAW F� 5f5' lag 333 43. 7'FF417 74 Project Title: Engine Protect ID: Project Descr: General Beam Analysis Project F'IIs, 25101-0510,ece LI C#'. KW- 39]9, Eu110'. 2`125.050] GCI ENGINEERING (o) ENERCALC, LLC 1982-2026 DESCRIPTION: 28k OWSJ Original Code References Calculations per IBC 2024 Load Combinations Used :IBC 2021 General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 45.0 ft Area = 2,620 in-2 Moment of Inertia = 305.390 irN Map oro.n uo.lIN) pan=4s on Applied Loads Service loads entered. Load Fadvrswlll be applied for calculations Uniform Load : D = 0.020, L = 0.030 ksf, Tributary Width = 5 0 ft Uniform Load : D = 0.010 k/ft, Extent = 0 0 — 7.50 ft, Tributary Width = 1.0 ft )ESIGN SUMMARY Maximum Bending = 63.422k-ft Maximum Shear = 5.694 k Los tl Combination +D+L Load Combination +D--L Span#where maximum occurs Span #1 Span#where maximum occurs Span #1 Locatlon of maximum on span 22.500 it Location of maximum on span 0.000 it Maximum Deflection Max Downward Tansient Deflector 1,575 in 342 Max Upward Transient Deflector 00251n 21597 Max Downward Total [Defector 232 .61n 205 Deflect., Upward Total Defleon 0.010 In 53494 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Sunn—ryvf Moment Velues (k-ftj Shear Velues (k) Segment Length Span# M V Mmax+ Mmax- Ma -Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega Overall MAXlmum Envelope Degn. L= 4500 it 1 83.42 8342 589 D Only Dsgn L = 45 00 it 1 2545 25.45 2 32 +D+L Dsgn L = 45 00 it 1 6342 83,42 5.69 +C+0, 750L Dsgn. L = 45 00 it 1 53.93 53 93 4,85 +0.60D Dsgn. L= 45.00 ft 1 15, 27 15, 27 1,3E Overall Maximum Deflections Load Combination Span Max. "=' Defl Lomtlon In Span Load Combination Max, "+" DeFI Locatlon In Span +D+L 1 2,6322 22 500 0 0000 0 000 Vertical Reactions support notation Far left is # Values In KIPS Load Combinatlon Support 1 Support 2 MWUmum obe4 Overall MINlmum v tl.f1 D Only 2319 225E +D+L 5, 884 5.831 +D+0.7.1- 4.E50 4.78E +080D 1,381 1.354 L Only 3 375 3 175 Project Title: Engine Protect ID: Project Descr: General Beam Analysis Proiect Flls, 25101-0510,ec6 LIC#'. KW- 39]9, Eu110'. 2' 25.050] DESCRIPTION: 2Bk OWSJ New DCI ENGINEERING (c) ENERCHLC, LLC 1982-2026 Code References Calculations per IBC 2024 Load Combinations Used : IBC 2021 General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 45.0 ft Area = 2,620 in-2 Moment of Inertia = 305.390 in^4 D,a J-0 JCI Dro, r i'. — I span = 45.0 n I Applied Loads Service loads entered. Load Factors will be applied for oalculatlons Uniform Load : D = 0.020, L = 0.030 ksf, Tributary Width = 5 0 ft Point Load D = 0.2013 k @ 5.0 ft Pomt LoadD=02013k@7.50ft -3ESIGN SUMMARY Maximum Beni 64.546 k-ft Maximum Shear= 5.972 k Load Combinatlon +D+L Load Combinatlon +D+L Span where maximum occurs Span #1 Span# where maximum occurs Span #1 Location of maximum on span 22.275ft Lotion of maximum on span 0.000 ft Maximum Deflection Max Downward Transient Deflection 15751n 342 Max Upward Transient Deflection 0.0251n 21597 Max Downward Total Deflectmn Max Upwak Total Defledlon 2.6861n 0.011 In 201 50477 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summaryof Moment Values (k-ft) Shear Values (k) 5agment Length Span M V Mmax+ Mmax- Ma -Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega Cv erall MAXimum Envelope Dag, L = 45 00 it 1 84.55 84.55 5 97 D Only Dsen L = 45.00 it 1 +D+L 26 59 26.59 3 s0 Dsen L= 4500it 1 54, 55 84, 55 5,97 +D+o.750L Dag n L = 45 00 ft 1 os 55 05 55.05 5 13 psgn L = 45.00 it 1 15.95 15.95 1.58 Overall Maximum Deflections Load Combinatlon Span Max "=' DOI Locaton In Span Load Combinatlon Max. +" Defl Location In Span +D+L 1 2 6864 22.500 0,0000 0.000 Vertical Reactions Support notation' Far left is#' Values In KIPS Load Combinatlon Support 1 Support 2 Ov eraMAXlmum 5, 972 5,EE1 Overall MINlmum D Only 2.597 2, 111 +D+L 5.972 5 s81 +D+0.750L 5, 128 4.837 +0 EcD 1.558 1 384 Project TiBe: Engineer Protect ID: Project Descr: General Beam Analysis Project Flle, 26101-0510,.pS ae]8, Eu110'.2025.050] DC I EN GI NEERI NG (o)ENEROALC, LLG 19a2-2028 OESCRIPiION: 28k OWSJ New VertlCal Jyns 6upport notatlon'Far lek is#' Values In KIPS Load Comy'ina�n Support 1 SuppoR 2 "=FTl( 3,37 33''S D Project Name: Omaha Steaks Grapevine = I E ms„ E F Project #: 26101-0510 Subject: CU Wind lYYI Basic Wind Speed , ` , 1 V = , 106 mph ) ATC Hazards (ASCE7 Table 26.6-1) Similar structures (ASCE7 Tablel.5-1) (ASCE7 Table 1.5-2) (ASCE7 Table 26.10-1) Chimney, Tar Risk Category II Importance Factor, I = 1.0 Exposure C Kz= 0.915 Topographic Effects Kzt = 1 Velocity Pressure qh = 0.00256 KZ Kzt Kd V' 1 23.7 psf Rooftop Equipment (GCr) lateral = 1.9 (GCr) vertical = 1.5 Cu H = 3.27083 ft B1 = 3.0625 ft B2 = 4.3125 ft Wl= 805 lb Shear Fh = qh (GCr) Af = 634.8 lb Fv = qh (GCr) Ar = 469.3 lb V ASD x 0.6 = 380.90 lb Overturning M OT = Fwnnd x H/2 = 1385 lb-ft M Res = Wt x width/2' .6 = 739.594 lb-ft Uplift = (M OT-M Res)/B1+.6'Fv/2 = 351.43 lb # of Per Fastene Faste Total rs ner T 351.43 8 43.93 V 380.90 16 23.81 lb lb Capacity Fastener Bolt Grade SAE Grade 2 Diameter 0.375 in Washer D 0.75 in Ok by Observation Date: 5/7/2026 By: MER (ASCE7 Eq 26.10-1) (ASCE7 Section 29.4.1) (ASCE7 Eq. 29.4A ) (ASCE7 Eq. 29.4-2) Final Engineer compliance report shall specify design criteria wind speeds at 115 mph 1