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HomeMy WebLinkAboutCOMM2025-004022ALL CHANGES REQUIRE APPROVAL OF REVISED PLANS APPROVED PLANS SHALL BE KEPT ON JOBSITE AT ALL TIMES CONSTRUCTION HOURS 7:00 A.M.-7:00 P.M. MONDAY - SATURDAY ONLY NO WORK PERMITTED ON SUNDAY CONTRACTOR SHALL CALL FOR INSPECTIONS: (817)410-3010 CONTRACTOR REGISTRATION WILL BE REVOKED UPON PERMIT EXPIRATION. SEPERATE PLUMBING, MECHANICAL, ELECTRICAL AND SIGN PERMITS SHALL BE REQUIRED. NO UNDERGROUND PLUMBING OR FOUNDATION WORK PRIOR TO AN APPROVED FORM SURVEY �m BUILDING CODE DATA I CONSTRUCTION TYPE: IIB OCCUPANCY CLASS: Aar SPRINKLERED: NO R Z OCCUPANCY LOAD: 522 ® .. ZONING: CC E SPICU:25-35 s. CONSTRUCTION DOCUMENTS DIG WORD 2200 GRAPEVINE MILLS CIRCLE GRAPEVINE, TEXAS 76051 TARRANT COUNTY LOCATION MAP CU25-35/EA25-01 ZONING DESIGNATION: CC FUTURE LAND USE DESIGNATION: CO ON MEM(C.12K '-I CONCRETE IN THE MEDIAN OF 5F B-.. ¢TRIPE¢ —Y. 3eo'+r- sauTHEAST IF A NI PAINING 11- 6511 NCRTMNEST IF ELEVPTION61680 GN. at +r-NGRtH 9F ME LIGHT sTANDAIv ■ SHEET CO3.01 C04.01 C05.01 C"'l..-007.02 C07.02 CW01 C08.02 C09.01 Cl101 C11.01 C11.50-C11.51 C12.01 C12.02 C13.01 C13.02 C13.03 ALL LIGHTING MUST COMPLY WITH SECTION 55 OF THE GRAPEVINE ZONING ORDINANCE. LIGHTING ELEMENTS MUST NOT BE VISIBLE FROM A POINT 5' ABOVE GROUND, MEASURED AT ALL PROPERTY LINES. PHYSICAL TESTING OF ILLUMINATION LEVELS MUST BE PERFORMED TO VERIFY COMPLIANCE WITH PHOTOMETRIC STUDY. DOCUMENATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. NO OCCUPANY, INCLUDING TEMPORARY OCCUPANCY WILL BE PERMITTED UNTIL THE ABOVE REQUIREMENTS ARE MET. TITLE COVER FINAL PLAT APPROVED SITE PLAN GENERAL NOTES DEMOLITION PLAN DIMENSIONAL CONTROL PLAN PAVING PLAN GRADING PLAN TRACK GRADING PLAN EXISTING DRAINAGE AREA MAP DRAINAGE AREA MAP STORM SEWER PLAN UTILITY PLAN EROSION CONTROL PLAN EROSION CONTROL DETAILS PROPOSED SIGNAL LAYOUT PROPOSED SIGNAL DESIGN CHARTS TREE SURVEY & PROTECTION LANDSCAPE PLAN LANDSCAPE SCHEDULE & DETAILS NO TREE REMOVAL PERMITTED PRIOR TO WRITTEN APPROVAL I I . THESE PLANS ARE NOT Irmwwearsbelm REVIEWED FOR HANDICAPPED ��1�41i, ACCESSIBILITY CONTACTS O..WNER: LESSEE: DEVELOPER: TRAFFIC ENGINEER: pe MIAs Reslduo LP evinSimon )1q rld —H. C.Plt.1 Wo3 Westw.atl cJ. PO S. 612D 465Nall Ravd C.atact Jamison E—',Ll Farmerz Branch, Texas 75244 PH: 432-770-5533 7557 Humbler R-d. Suite 1.0 Nall.¢. Texas, 5231 Indl.-P.T., I.dl— 462C6 Cmtoc[: J.celyn3 Gubler 3 PH: —685— 73 _I IqublaP iman.cvm —.11:Alex Carron _L: JEemyhlll®amciacapitolre.com PH: 214-6B6-0939 ma Ell: Alex@digwarldnalivn.dam Contact Steve St .... I PH: 972-235-303t e-1; atave.3taner®westwvvdps.cam ENGINEER I AND'CAPF ARCHITECT: SURVEYOR, RR: PREPARER: —I Tlmfiers Studio ARS Englneeis Inc Jacob & Helner Assaclates. IIc. 0 O.II.s Parkway. Sute PG Box 688 211, Blackfoot Trvil Crview. T2 76050 Mes[uite. Texas 7SI49 53G eStepM1on?e eLaugNlin, p.nmcandt Cllk.,"P'. ASIA o t Dustin 0wis.n, RPLS 9 PH ze Contact PE PH: S6-534-7315 emal. 9n6n®IM1ma..eam ¢'^all. cnvllBcrvsstlmbersstudld.cam em.11:00av1sanBa senglneers.cvm �.a ealr� CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SIZE AT ALL TIMES. 11/19/2025 BY: ARNOLDO RAMIREZ TSBPE: 1.3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. eD10 5 PRELIMINARY THIS DOGUMENT IS RELEASED FOR THE PURPOSE OF AND INTERIM REVIEW UNDER THE AUTHORITY OF STEPHANF E. LAUGHLIN P.E. NO. 95763 ON 10/1125. H440 C01 § '�",—w't---�-d•='.�-� .,.,,mot ,..w"�aras�^�-� ^_<�;��..: F -- aw 'nA g S '..'�a...:cr`.-�".._' �: �.x � ^`��,� .� •,_;,�t•�� $ `sie�r azos �� �.�-� �»..4�.. i � '� {ji ` t I � � w.Laa� mou°'^.w^.^sr.'L»«wY..�✓i p� � » '^ a y'A �� via �„�.�ea • • ..��. �,yr.«.....„..z-.,ate �_ � °' �."ate' r:°�4:_��^'a�-" �.�• 'gym.°'-�»,«��"-'aw-.;:..- .,. EsioEwwx zEao cuFS To ��*` SITE PLAN DATA SUMMARY TABLE SITE PLAN N _ ` WITH FREE RAMP P ITEM REQUIRED PROPOSED t0'LAND ERE `. I E ITCH mEONiNc oNO IL�NCEOscAPEo AND scRE£uE0 FlioM vEw w S IGENERAL SITE DATELES,INSTALLED, PmFNi NcwGING AR cowGRONNG UNIrs sNALL.. ONE.# 2ONINI OM20NNG MAP) All- 1C 1 Ni SHALL BE SCRFFNEa FROMEPUBLIC VIEW INACCOADANCE 4\� HE CEO XET NGs I I LAND USE (FROM 2aN Nc ORDINANCE: NCLUOEALLAPVLICABLE USES) s oo AM.1 MeiT w� .wHERFPERMT CS HALL RE SCREENED NACcoROANCE arAL Loi AREA ISOuaRE FFFTaacREsl G sF 33 Ac. I W ORDNANCRAGE RD rvawc wRH THE zoN NG w + smEWaLK ORDINANCE. IRE LAN G) _ V DA-1 PROPOSED HILL RY EASEMENT ` OR BULL` NG FOOTPR NT AREA (�OUARE FEET) o z 1B40 sF1 . ISF THE MASONRY REOU REMENT Ci ON 59 of THE 20N NO ORD N NLE SHALL MET. GRAPHILSLA,tE 1" ' 14.' �. _ \ OLDING AREA IGOVARE FEET) +BmsF(. ) 5�EsaiEo sGNaGE was N�WOEO NTHE oETERMINAT ON OF ATHE sRE MNpnoN / Y FIRE AG OR NGUHEI\GHi F ET 1 MA% W FEET 10 FE I STORY OUTDOOR L GHT NG SHALL COMPLY WTM LUUM NAT ON STANDARDS WITHIN SECTION 55 OF B 10' ID' 90 11 CALLI NSEXISR. AU D20]85d%TING UTILITY EMENT aoR REA fyan'o1PAToN1.Kxt1 o BiHE zox NGORONaxcEUNLEsssPEC FcaLLV ExcEPTEo. RA �, \ I r, e ° a PROPOSED GRocuG sGNAGF SHALL MEET THE MINIMUM DP sECTOH eo OF PAVEMENT LEGEND RTY) o N ($ A 1 SFq THE iG NG oRD NAxPERMIT WITH cE axG s coxT NGEM upaN APPR SEPARATE BU LO NG EXISTIN96a NgOU'A GNBCFEET IP4RigN /� ti \ \ E IIPIT PARKING s.OD 9.00 PM e. ALL IN N ELECTRICAL L CTOU� CONDUCTORS. AGWGCIATEG WITH NEW CONSTRUCTION ERNLl BE ® PUBLIC SIDEWALK R5 /y\ \ PARKING Rano,1L oN Zox NP:jjNANCEI I2B«1STALLSPERSSEATSI 1. STALLS A2 STALLS SSw1LL coNFORM No LOCATION, AND CONSTRUCTION LOW AN. � P 1 4F4�Lq F../ .f^ ACCESSIBLE PA In 8k 9PALJESI STALLS asrAus PmRFORMaNCE STANDARDS NTICUIUATE MATTER Usec�oN`55 of THE ZDNIN AL iaANo RoaosEDnRF ]MASONRY I J I PRoPUSFOUury EASFMFNT\ (PARKING ON 0000 GRAPEVNEMLLE PARKWAY IMAUso. WORLD STALLS 74ESSTALLS e312STALLs BOX CUB MATTER VI N THERV NE DRNANC ONSTANDARDS, OL aRO NANCE SHnXIC u NEACCEs3 Roo UMPSTER 4a E \ \ OTAL PARK NG STALLS FOR LOT3 BLCCKe 1055{aLLs t5051'ALLs 100E METWRINO THE EROD OF CONSTRUCTIONEs coNm aCONCRETE PAVEMENT s ENOLosuRE m F EX T HYDRA W ,I 115 sr Gw B \ C LANDSCAPE PLAN DR VEwAY PEVINE ru n cae a P rT'NT s SHALL mMEDwTELV l BAN M.T. PLANINGHEDGESMWM OF NWT NEDTOFORM EXISTING 51DEWAix ABCTDD OAILLED BRAll HE P WHEN MEASURED IEy �_ - I ROPEATY) ^\\CONTINUOUS. VEUANR sUAL SCREEN BWN WHICH BE THREE (3I FEET HIGH U % f D EATUA I=E SIGN/ ET \\\ \\ A UREMENTC ER OG �CRYO GRAREVNE SOL EROSON CONTROL ORD HANCE SHALL AREA GIANGscaPE ,� I / �-� C EX RANA EASEMENT \ g�A9}T NG THE OF CONSTRucnoN uSEmARENEAT "Y� BU sE E ER�`� M + `� Rur rw GPoseooRAVEL Z Fa W j N \ (ry - METAL PA \�\ SUBJ PERTVIO IL ANOCIED N 4" ROFOSEosAND Q "� E'' 1 ONl P AICFP cvy -((ERE { \ \L `2 P -m9z�F OPARONGEKH Bn' a.rn.rcr ,�///// POSED FENCE O W LT] H� LONG) BT PA �� �T 1 _ 1 L — — — EMBRN. ETERmAN 5 z oo1A� \R wERM N w 5 ,R° n�E `° ' MMEXT ACCESS EASEMENT c�7 aAND GPUGUC W / i DFCTUREI T PPo VGLp �— APPROVED ra ` EI s I� - ICT I A BY OTHERS USEMENT /RCS. P \ry E IN GWAT\ O GR musEMna D I/ OPGSEDcuRBRAmP I P) N \ V E NK N E \ \\ w HDETECT BLE WARN NG cQ J F m I{I `R ryPl a EDETgL1S 711 o-2P ITIHE s 3F F,t,90 E "Rs L '' TNG I 1rvP1 _ ucnlRE G \ XEWALK A 4 BUILD NG ELEVAT EX 5GN i 2 / o snys Fv °N v is \*.�\ P Ow.A BLOCKS Taoa PIALT M NTH �'v,P IN BLOCKS \,� LOTG;FL v�� a °GWEo DL, ��PGGED DGED wR� IN. D �/� ,AG�EIIENT PRDPD\WARN- m o� m NBUHHERE f E MRL �E n �5 ] \ 2p� `\ d\P T Rfl GE sEMENT=\ L 30 ,PG Sit a Er `R M.RrcT PROJECTINITE O C m PROP ESTFRp TA.E CONTAINER E p'r + NLET LOCATION (SRIUCTUREF AD FITIA.LUSEIAIENT- \ I ET� B. 1 NCrB. GN f LEVAnow I� _ / N.-11 PROPosEo To N TR 3r- I H: E f ' - lIRBPwl�/ '"'"Ij �I /B.XEs) -ND HFATI RI wEIMa III I E F� > I '0� LOCA�T1cONMAP WFOR ATTIF eu LG xG IIa N - - '',n ET < zB'�6 / I /°� P GPDWNG WEMFN TaucTGRF] j STORAGE ETMPOEry = - .�/ - I+ L a'z9°W LANDSCAPE ARCHITECT' rtFwe. N REA Al Y T 'SMGv W w I _ 6050 OCATION=1 GRAPEVINE MILLS CIRCLE i v t9 p° - 1<- -�! - C niv ARIA EXISTING ~-- 1900 PROPEEXRST NGE u - ROPoseG B'PowGER EXsnuG PROPERTr uNe LESSEE: OEVELOIoa,asmmaamawa'a �m MAroR sECRETwev . � _ N PRoroseosHADE emal mo S IOR a STRUCTURE EXISTN( 25' OCHAN LNK FENC CT TO - 0 sTPR E-II-A BW II AROUND ENTREE DETAIL / e- GEWALK E WALK PLANN NG N9G ZONING COMMISSION B --- SSSVY33'W SHEET Ia of zO (TYPI fiSE PER' CHAIRMAN 4NO2-- SETBA .-' '4%3 axl4 b._ a S9 m HALTPAD PROPOSEDTAGS ALT PAD Se35a 4 3Nd EOW C t JPvmmn."Hl SHEEP 1D13/2025 H 20 W ASP ALT PAO FGRAMU EMENTAREA - G7S RE AMUSEMENTAREA RrtmcM1 imps ]5299 32 R 5533 i EXISTING 20 INGscAPE FOR AMUSEME T;TMP) (Tvp) TYPE SHAD IN I Aex Carm undl�. J9errpi,' BvcvGvmpty re,. IffL ffiw 25 BUILD NGLNE EASEMENT _ _ - - STRUCTURE, --- - -- -- -- H.2-6B60g39 ,awovu Doe St Noo cT IX Sf ND CURB CAB. A, PG55BB VOL 12]4]PG503--------------- DaaT V2�h $. GUTTE 1—C.T. : Aw®09evrltivdvn cvm lLAVmN.,ce S eaPaermBrc 9 OWNER: — ANDEPSON GIBBON ROAD N ENGINEER /PREFAB R: suRVE oR: RE N _ BraPWrta Gro a�aw LP GGp�Rx H440 CE0® 180'RlgMaf-WNI 1 T�'T - - PO RA, 5 20 15110 DvIHv rk 530 T2LB9 Nvvt tl oC I AGDRroN c E M 'TIn OV las iery 1529U w I L Ii i IN �9e KPLE m P A B—,TEXAS SHEET aZ C J Gv 20 P Iavct Ste M1 Lv n-n Pi pB, 2 3 ] 0585v9n cwn 3 B.1 PH 31 683 1313 H 91233 ] vI:DOw son N c RYCGM CIAL V LL e Ig e,o. maa.Fam <man sIa,9M a®Ina as aam -. 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Np%LOna15N030311en 11 (E P3WWa3d1oN sl Hstl Ali io 3sn 3Hi 2 Ill IAabnNVI a31tlo %''.a3SWlIN 111Oad I'll d '1S3MHNOS 3 AH 3131eWoa laW3tl 'NOubtl Nd OtlnOAns ONb NNIN.'N. ON I'll NOaV1115N1 IN., IOtlINoJ'NO,__Na DN1AVda0d 1110d3a NOINHJ31O3D3H1Ol I3 11VHStlO1Jtla I I4 S310N 1"3N3O GE I I 1 REMOVEEXI TRE I I I \ BEHOVE ArvD GurrERIX I I - \�� \`� m E%STNFEE D HYRANTT ` ApJUSTEDTO �\ PROPOSEDGRADES I SEW Oft MANN PAVEMENT aiaEP do \SIC II II ;li I II � D I \ �a2 L ;B2o1 ® (Apprp nT— LOCOti-) 6roinD9e E lament I ® Vol. 13970' Pg. 531 \ \ 1 . . M.R.TC.T. \ IIREo�I i/ REMOVE IXI PgVEMENT STT RIPING / /REM IH Na rcr- sa /1/LF 3 I I P� A A\ 1035GFTOF BLOCK 6 LET GRAPENINE MILLS BLOCK 6 Ex STNG ORAINOLGE EAB A .n T. 0 1 T\ 90BEA. vaNE N o N' I SUBJECT OPERrv) t� ��\ 42 APPAN M A * N 20 CAPE EETEACKI t0'LNiOSOCAPE EMSREEe LAND. \ T J5g I I - `Sig N I LF OF CUR. ANp GUTTER - aR Y I % IANp.CAPEBLFFERI i III IIIFACTRUMENI REHAB ♦ c0 n I I s s H' REMOVE-ST TREE i3 K I /y G42"1p'24'W N i I O I PEMOVE EZ BTTPEE — — — — — — — — -- -- — i i 506 E '� SEB'BE65'W 231A8 - _ BM W ry —g N �cB=503 2B 4 'W � .BE m GHT POLE TO NG IGN x IS TO I TO REMaN R.YPI m� I -- ANDEPSON GIBSON ROAD - © - (EP RI W,) N Lie WORLD a a 4Z J a � Z .9 O5z W O Q�P. Lu tv 55 4 li DEMOLITION GENERAL NOTES: 1) ALL CONSTRUCTION DEBRIS TO BE REMOVED AND LEGALLY DISPOSED OF OFTSIRE \\ 21 SILTT FEN F TO BE IN —E OURINR OEMCOnON. OPERATIONS. SEE SWPPP BY OTHERS. 'EnPPROKIMATELY// 3) 4 ALL SAWCUT FOR PAVEMENTREMOVgL SRALL BE FULL DEPTH. FTOP 91oEWALK ¢) POWER POLE REMOVAL AND RELCEATION TO BE COORDINATED WITH ONCOR ELECTR S) PST REVENZTED WKINGMUDONTENTRY ITO BE MAINTAINED IN RUDE ORDERTRACTO o B) REMAIN I� NETTING T BE PLACE AROUND DRIP EDGE OF TREES THAT ARE TO TI ALL WORK TO BE COMPLETED AS PER CITY OF GRAPEVINE STANDARDS AND SPEC E STREETS ANY 11" RA AN HALNRASBEEN 1R➢TEDBY HALL REMAIN IN.ERVCEOUNTIL C R INFRABITU NRE5 ALONR o ROPERTY l. CC RAP g —O P El THE NEw WATER MAI DEMOLITION LEGEND PRELIMINARY FFMMFI N P VEMENTTOBE DISPOSE VAT cANTRAcio THIS DOCUMENT IS OF ALL WASTE MATERAL RELEASED FOR THE PURPOSE OF AND OUTS DE oOFF Ex ST FROPOSED INTERIM REVIEW .ALL BE M—ED UNDERTHE ft RHT_ WAY AUTHORITY OF STEPHANIEE. UEMDVALCCONTRAcroTD LAUGHLIN P.E. NO, OFF G% Al ASTE MATERIAL 95760 ON 10li125. H440 APPROVED 1"=20' BY OTHERS C04.01 N BARRIER FREE RAMP I 91 ; ES%IIN�' ` ` TRANSITION TO WRH DETECTABLE ,a RIER FREE RAM ,IIII} 11H RR �N"GB WnRrvl c crAeLE P I fTYPI I � •$�"K OPos�` �%�` I I IXI Nos I n I I w SI EN' K I FINELANE FIND o TILrrc FABEMENT STYPRI \ -' `p EMIRFnoCECiucv caul � R I IN\010],e�%EMENT II � cN ' ' (Tn sEe RTrI EXISTINGrry EXET 0 5 oRM IN ]t95C5d i. RELANE / ~ \WATER E I Ivi Rae, / M\ E I1 PR RELANE)F../ INLETE ` �gryRALE s ]' MASONRY j ) \RATE PROPosm UTILRY EASEMENT S ONMPSTER 1 \ I ENcIOHRE \ I n o ap EXIST NG wns HYDRANT IAI-,AwATERI '\ III GB A ED3 a�RrcrvT \`\ CURS AR.'NTBEXI GWATER MAN L .1 a 1 / TOLEAON EANINED 'SIN. WASTEWATER M \ 1 ; SUBJECTPROPERTY)sAAD IT-----2,E TOPE eIN AAso MA NIG-E/�\ 1 �� OR NUSEm RE II - ` ENT 0 �y \ ``\ EX RAIN]. EASEMENT s AREA " LONGIJ # --22` + -pPLRCOOPNasLEDHsrno°TcFiuRElE°A1Ea�pRAL \ - J Ty 7l� M. , a of v WARTEw °sENN°EAER 17TIIU."RELI NIR 0.GC(F REANaUooELEVATION Us EASANDONR LA.. ACCESS FIRE LANE mPEC CONCEss ol .. TE ao '. / EXHIB =aeBn' \.FER OPARKING a EIN Ec o-,2°zraz T W. m: NOTTO T E \� \ x D s \ /�j __ DPDSEUSHADE Y�C I GRWN EO a, ip \\e ``� ISTI�E 6TRUSHAUE / \ C0 1 (TvsEau ' " COMMONTRACT �, III ] ciuRE) PROPOSED Oms;,b VOL - �tME Y / FORAM°usEtuRE • / Rs ,A + RE(9u L0 rv0 `� D.. E NT ELEV nCT MEAT-•� I TYPE LS V T. \ `s aRPMU eMENATAREA - NRA�E ROOM) VV RRPOWDER.. \ sE[ vP,l EO V �`+ ols INK FNCE �1\ TPECTS *L SHEET F mPl VA POKE SHADE 1 �3' �\1�` 3 - DETAIL 6 SHEET °' 0 20 \ (TYPE D SHIA- '/ 'h9p + $I P R U m \ ti g 4SEE a�oP G°�\FIR RN rR Dcc,. j ,4-SAWTOOTH c RB C BLOCKS ASPH�R + IN .. � AMILLE"A' FOR I � �'�,. AREA T_�,�jBLOCK s H Sp mPa LOTS/ a .°WAIF° UIRED PR°P .-ARE zs.� ,D NBUcnPRE�� I t LS INLEi� I ��STR REIAO� MRT, oT.\ 1 'I I} P� /\yIIXIPROPOSEI s� cRA� Ew T TYP TRUPEE-STUBE ` PAO PoR P5 R' °i + / IN INLET I" / ( sTRUCTURDI AMUMEN(� J - g I °� a cURe CONTAN. INERE \ T' 1 SAW T°UTH P1—R ox WLLLIJJJTH -PgpPoseOSTORM� 2 RB PROP W DER BUILDING AN ENE B N V \ SEWER MAIN t \ 1 PR DSTDRM SHADE OURBARGU pe6 �S) ao SEWER MAIN-� —ro 1 R RE \ I I StiN I _ SIGN PROP MANHO EFaDp NO ER IAL'09W III EMENT TURF 20.is P 7 j �(ttPE M_ T FUFEI AREA T� ,.I 056 E 1 41 r�F 35' , saHORP'IRC �.a�E P.no �2S ea ° oq°ArFnu THRE /01 STRUCTUREI 4 INLET g g A U /�,m aa�L •�T • _ ` I AREA EMEM (aSLDRNO F-TONUS ' ' CCC - oTYPE A) MmP1ENT f .a I 042",4R4^W o R 40 1 �� a I _N �-- � IXISTI/&IGNJ I� m _I- - za - u ` ERttLNE _I__ __ 1 - o �.., 1 PR°sTPORucrsHADE 5TNG PROPERTY uNE PROP /l ;. CGrEocHANLpa / o a CONNECTT 0 u. OPosEDBJ = mPEE sMnoE E u�o NGs ARou"D ENTIRE E t ° c DEWALK _ BDEWALK - �__—sTR11CTUREI__T f K 5� 3 SHEET 14Eoo2TmP..) �S- sea'SaaSJJJ > Be /OH n fr ASPHALT PAD -ASPHALT PAD S03 20"W ASPHALT PAD" FOR. AWL PADNTAREA FORAMUSEMENTAREA ASPH PROPosED SHADE FORANUCEMEUT AREA BTRUC °b 15'BUILDINGIME 20'LANGBCAPE (T.PI mP.) TYPEE- HABE TYPO 'EXISTING o' SIDEWALK, IXIBTINGCURB- CAB.A.PGss03 fAs.EFi---____----_. _STRUCTUREl ___________ __T -- _-__- ---___ AND GUTTER M.R:T.C.T. VOL ,Tf4r,PG SOs / ry ANDERSON GIBSON ROAD ® Ba RIRM-wa» DL ­.BBrPG.] a� N cD G. ,e p 4e U EABEME l GBEDB°RB ROP DswAanaRc GEOMETRIC NOTES a pppp P 8 13 ALL ARE F BACK OUTSI a OR DE FACE OF BU ND AD UNLESSNOTE OTHERWISE E NGDR RA.INA.EASEMENT=, L 300. PG 531 MRTC.T ) ALL RADI ARE 3 FT UNLESSOTHERWISE. S} A11 P-MENT MARKINOC IHALL OcoNFORM NG To MUNIC PAL STAND U TE THE OTED ORW SE.,OR As PROV DED FOR IN THE DETAILS 4) THEO RECT ONSPE ON ALL sOEWALNS SHALL NOT EXCEED fe%MAXMUM N -----T 5) ALL E S INTERSECTING WTTH CURB SHALL BE CONSTRUCTED WITH HAN ICAP Ra " Lll IX CL]) 6) STAR AND DOGR WAY UO-HONS ARE SHOWN FOR REFERENCE ONLY, REFER O THE ARCHITECTURAL PLAINS FOR DETAILS, ALL RASEDREREci VE R WRH DAHE59HALL BE CENTERED IN THE GAP BETWEEN SEGMENT e) PaPROXIN- SEE PLAT OF SUBORVSON FOR EXACT OIMENS ONsSLINES, ENIEMENTS. ETCROWN ARE y° u o 5 PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF AND INTERIM REVIEW UNDER THE AUTHORITY OF STEPHANIE E. LAUGHLIN P.E. NO. 95763 ON 1013M. H440 APPROVED 1"=20' BY OTHERS C05.01 I I I \ I I I - I I I I I I t I I" L21 H U e9 E ue / I X1. t / N 1 GPnR11C SCnlE 1" = p' I 0 AO a U Z a a_ a F wpq C�zz _Z �ww � P. N u O a PAVEMENTLEGENDse 11 INE x \\I/ '••/ `EINFlUBARE A cew fis 11111 eRAPO sueBP1.1 \\ \ C 9 f EO CONCRETE 35 NO N o 3 U 5 N i ✓.F. �% - '? E O CRETE s A E o Y I .PER OFGW N IWrHN0.36AR5 � a/,/Y.x/r Y/'/'� + �-r. '✓."�' '}�' ® OCEW PERCITY OF GRAPEVINE 6TANOARO OEfAIL6 TH NO, 3 Y % �• /� '' / EAVY OUTV CONCRETE PAVE 3500 PRIVJATE ' RE NFORCEO II' Ll"TE-As PS S...RAOE Y oRs 11' OCEW s ., = • , !. H E LS 9HSE eE camaoc OTOAEM NMFE NIN e13 PA RCENTAOE) Pa NTs ASovE WITH V OPT MUM ENO. a R OTH OOWELS EN_ RE useO AT EXPANSION o n _ C RUCTONJOINTS ON t2 CENTERS N ETE 3�o HH WITn . "---- a - — r RWATE sae• -� _ _ _____ --------- / nn PRELIMINARY _ _____ S - uTr P ---- X E OF AGPHAETBNOER COURSE (FLE% BEE aASEMAIERIA1 MAv 5F SUBSTNUIPO FOR THIS DOCUMENT IS g. _-- Q ����' THEASPHII NOERUSNGAEueETPUTE. RELEASED FOR THE �- 505'4233 �c� rvO _ OF THREENCHES OF FL BLEBASE PURPOSE OF AND �� 60M FOR EACH NCH OF AsaHAETS ER.) e s-OF t ME sine L zm s0 L INTERIM REVIEW v sea°SS2s"W SEE GEaTECH suaPLEMENTAL REPORT. UNDER THE IS OAT00 oO,i61 025 AUTHORITY OF - TURF PR VATE STEPHANIEE. c __ FGR PICNIC AREAS LAUGHLIN P.E. NO. --------------------------- ------- ----- ---- ------------------ 957600N 1011125. ° S — FOP AMUSEMENTAREA n ANDERSON GIBSON ROAD H440 ORnMusEMENT AREA E y APPROVED 1"=20' kz BY OTHERS C06.01 RiJAN �SEN 1 11® IIII 1� I< ec ss ) U :ss9.e91M i I � Iss9 Tc sue- � 5 s0� / � �� i' � .5 .,a1ME, ---- — �� ; •/ � _ Z a u ss9.aa rw F 1 Z 5z I i � TG559aa 95B _ ® / BcSs,iea s.�.e. w FFE5s9.ee 1 / gA �`� Tc5.C1 a. Na TCT q 6 P. �9 H 9_BB,MEI I II I MEN) X�k � t55B.4B(ME` 3 fl + A sn: a BLOCK 6 BC 559b3-B] Y sBi 9a ADOITION BL K 6I El Ell S EST. I 66(ME/ \ 9] I�� / 550.mn SI ME) �1558 ]21 m I e 611 { y sa s 558.24 TC 55,:5 TE— ED .,IT OC SSl2a BC5"SE O 55a 60 L= p oa(ME�' rc wB.oS ac ss,Ba /� ss0 oa ,4 acs6]ss n E.L. ro n .. Bcssi es � 6 BB4r 4z— p II lec ss]a9I 5ne4 _ — n s59 ze 50R 5948 T6 B ]0 ti5 __GSIAO _� p i5e, 41(M ___-- 56f t 56 - 58t.3t • 5000E 9 �Ysb8.e2 u LJ - 568 ie 9.8 / oa �— t } 065W 23148 ' A • E05 55Y� H aw � s 44 a41 n m i51B0.ee1ME)� 6 �BB(MEI y500.40(ME z689.1](ME sS5942(ME-ttIME)J i e0m ya ____— EI -- ANDEPSON GIBSON ROAD © .. (SE RI,--wN) t E NN v O O N •� n . I IQnq GRADING NOTES 1) ALL SHOT ELEVATONE ARE THE TOP OF PAVEMENT oR FINISHED GRACE IT AT... 2) All EROSION AND SEDIMENT 1—MEASCRE1 SHALL BE IN PLACE PR OR TO START of CONSTRUCTION.CONTRACTOR SHALL MANTAIN POSRIVE 3) DRAINAGE MRNG CONSTRUCT ON, SITE 4) ALL ftOPOSED GRA SHALL MATCH MSUNO GRADERTHE PROPERTY J SEE OE AND STRUCTURAL. FILL COMPACTON REC E) THE CROSS SLOPE ON ALL ALL NOT EXCEED 1,8%. T) THE PE H H N AP PARKING S—WALL NCT EXCEED ­III B) DRN P N TOR SHALLP BEERESPONaT .."I E ORL SECHECNECFORSLCHE L.1— p B e) IR111111 —A BE STBD .ML ENORINECRR. HE CONTRAC TE%FS LCENI.. 11TAININ1 THE 10) RETAINING WALL TYPE AND COLOR SHALL B APPROVED 9Y THE OWNER AND o ARCHITECT PR ORTO CONSTRUCT ON. — Z 11) REFER TGARCHRECTDML PUNS FOR RAILING AND STAIRS GETML PRELIMINARY GRADING LEGEND THIS DOCUMENT IS OE RELEASED FOR THE PURPOSE OF AND F-PRO BED OP OF INTERIM REVIEW r vRO OTTOM OF wALL UNDER THE ��ec xxxzx ASTEPRA UTHORITY O POPOSED SOTTOMOPCURB EF. LAUGHLIN P.E. NO. =PROPOseocRACEAT TOP OF INLET 95763 ON 1011M. —iXXX%%(ME) NGELEVATON GMMGEF owARRGwfi H440 APPROVED 1"=20' BY OTHERS C07.01 ZO'L0o SN3HIO A8 ,OZ=,.l 03AO dddV ObbH oaatlMolH 3DtlNIVaJ VA3,3 DNiDIx3 H01" '9vWM NO ESL96 ON I'd NI1Honb1 ! 01�3DVaD a3§odOad- I1 XX'xxx J ao wsuo9 D3spaoaa = �neanJ 3 AlNVHd315 dO doi D3sodpad= 3O ulmoHinV V , dO—OG IV 3JVaD D3sodoad 3H1MONO MIVM • M IAA9HI WIN Ltl do d. 3JtroD 03soaobd= ( ❑NV JO 3SOdtlnd 3otlaD loos a3spdpad= � 3H1 NOd 03SV313U SI 1N3wn000 SIHL ON30310NIOVHD AHVNIAI132ld --- --- 0 s,rol3o sa al9 DNV DN,IVa a a Nn Hpav pi a3a3a (11 of aotadiJ3u I oNtl a3NM03H1 AS 03AObddtl 39llVH VM DNIN tl13a Wg 153H1 DN NIV190 ale SNOds3a 3H lltlHs 11-11 N3 ltlbnlpn�L9 D3sN3Jn sax31 NV ne 0—I. 3S VHs Ill . ON N V13a D3-d-d Ig 1n AV111-1 V tlo .—H. 0H oNtl wz N3 Ls 03 —HI .—I DNINbtld dbp N tl H — Id..HL IE wato33pX3-N 11- 0NM3os11.tl No 3ap1s sspap I. 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II I I 'I I k I fl I \ I` N I -STING ORMNFGE OIL 1—IONS RgNOGE OGRE RIMn) OVKUE I6VALYE I,W VALUF C6 0100 NOTES AREA Ohl 050 10 0.30 552 BT2 BB6 168 Gurtarx ww rwnClmN.we,I -I ex waoUweum e'eeafw Ohl 1.>5 10 0.30 552 9T2 2B0 5'10 M Fos�aulh� ufi an,he nmMrml rv,Nra ToTx 2]8 GI a O 1 W rn m W Nay F" O w w I � z 1 - z ao I S n5, LL=.00 5 I ' Z_ � w ® F5IN p " f 9 U o Lu �\ BLOCKS G—IN c M EXISTING DRAINAGE AREA MAP LEGEND: 86 DRA NAaE AREA — — — — ^4 I s DRa NAGEARFADEscw.noN n y I II m N, X.XX 6: ,� �%� DFAINACE ROW MPOW. p\ ` ]8.00 EXI51WGSTaRM SEWER I I � Exgl tp I I I I , i "—i/ 54Y't'2a , � -- t� Wi 3------ — —--------------------------------------------------------------" - g I 3. se ry 2e"W ie Y=---------_--- ----- ----- ------ o� a ANDERSON GIBSON ROAD PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF AND INTERIM REVIEW UNDER THE AUTHORITY OF STEPHANIEE. LAUGHLIN P.E. NO, 95763 ON 10111 5. H440 APPROVED 1"=20' BY OTHERS C08.01 PROPOSED DRNNNOE CN-CULATIONSMW V ti OB E ACRE tc(W.) CVALUE NvALIE r1Wr�� OS NOTES 0.01 10 0.90 5.5Y 9.]2 0.06 0.09 W GrePeJne M1us cycle aow, noon pream,o nkerp pone 1mn on sodnhoune I I w GreoaJ y/ -� � 00.2 0.16 10 0.90 5.52 9.]2 0.i9 1I0 row muree WuneergmuM siwm eVstem ro exkrag Wklc / ` .6�01 E. 9T] O.fiO 105 n,,n lxaee ane,ewae Ja wtle�pmuM nmm aYs,em ro eeki rq Wd'c (DI�� 0 01A Wwmya�ip slmrayrm+re eakt ep p.Wc �� �� OA4 Ott 10 090 5.52 9.72 1OS callxee and wreE lmn to o i0 25 40 5.52 9.72 0.]0 122 � JaJ^tlar•a"N na^^ays nktmpWWc � e I / � � \ � � DA8 D46 10 090 5.52 9.i2 229 IO2 co kcrm ana rwe mu. evm syam om W Dh2 e m n co IsrW ene ruaee Je uMe+pmne srwm aYs,vn ro nklrN Wwc \ .f RA-] 03i 10 0.90 5.52 9.]2 1.84 324 / S 1 \ dch has n,wkcretl ane rwr.a Wunaer9muntl aram rya,em tomkTrq pud'c -- 4 \\\ DAA 0e0 10 0.90 S2 9.72 1.99 050 ene % „�wGa mMkoeaDW tlaem oeaoa®o�aaa, jI S I DA-9 0.a0 10 0.90 5.62 9.72 1.W 350 9re1mn rra rendew camera Anvers nGm a asW � urn n ' 1..- 4 '� one ro° uap c� a aOW, aens,nareou a naraa erara mn w aannewm s„ 0A10 0.14 10 090 5.52 9]2 D.I. 122 ee a,W crepe) Mr4scale. TOTAL - 20.09 a w a \ V ♦ 41 - C:ePs q F I •) IAt 4 , Q o w w a w �5z j f _ ; 62 I I f Z a C12 RAP -NE MILL bA� BE K6 \\ _ 1 C'\\i �\ ad'.;`el ° ® \ PROPOSED DRAINAGE AREA MAP LEGEND: � DRAIRAGEAREADESIGNATIGR MI W A AD _ sp�R9 m c --- � ,� Droo EXISTING CONTOUR PROPOSED MWO.UR as NAGE FLOW ARROW _ O -� _ ��aa../�� 522Y0'02F EXISTING STORM SEWER �� \V 70 ✓ �y�yp ' c0.a2. \' E PROPOSl-RM-FE E C n o i o n a d � __ - -- - - - - - ---- PRELIMINARY ww j • �, - THIS DOCUMENT IS 1 i RELEASED S E -4a PURPOSE OF AND R INTERIM REVIEW UNDER THE AUTHORITY OF 'G 68 STEPHANIEE. ,y _ _____ LAUP.E.NO. moo` __________________________________________ _-__--______ _ _ 95]63 60 ON ON 1011125. o� nx k ANDEPSON GIBSON ROAD H440 APPROVED iE - �,z° BY OTHERS C08.02 Aa ND j II II q .T 12.t 0,23T �I-11 11 WST- - Ilnl HOPE AT 0 34% 12'HOPE Ilnl f"J�`` I I I / H L Az I l I H IR e .ed (Om\ T P F-IELE ELEV 5 E LE VZ (In) , .Cd% `• �. E TI 1JA I , Y AT aoa.% LE T IX 124"HOPE EL fIEv. ( 1 V I OTA 24'HOPE FL (1,) 11 14ERATEINLET T siA O.11.1 sDA3 1T HOPE E .551.041 11 'ryS7p RM ELPEL, EV 'O-G ELEV, F554.11210ut) / I I I II 'I I I I R. 3® �. A OAd / \ N IN 1-Y4" H TME o� +�x 1 �f z rloyFL IFI ?i i .. I THOI EZ 3o.3i%-/) t2"HOPE AT2d2% — — y)yA t2"HOPE AT2Q%• N'HOPE �21 EFL ELEV]5 S.Ad �N 10'HOPE 6TA td.146O-PA ]s 1-.H iisT of _ z (n) +� t.e3 de OP 8 2 OPE FL E--552 s]I )) d Ow.T s5a 557.7 3 LE Y HOEtEV PE FL ELEV BLOCKS + E 0% U N BE °RAPE ; ll 0.A5 ® 2 HOPEPL ELEV 55Yaz"I °l i � s ;e „ I PE E E < A + 12 HOP idl 1 sTAeL80. OAB L. H A IW s5TA .,2 f� D L' ; 'HOPE 3(oWI 13"HOPE EV e(In) _ H e5 fn) 10'HOPE AT T.. 034 1. PEAT. .1 IT HOPE AT 10.00% S sNT D o - .Sn x 1NTA.sM]nLL' 01 �HoL GLEV 5ss.(oNR<'xt8 12'H EFL J:.. ELEV:55520 (OW) .. .,. I __—_______ .�y— m n ` `m m 509'3®d5 w 23]40 off?,AT L tezZOt' � T , . H OPE FL EE.V. 96.t.ed lal). . /A S.BA'Ss A' O. SHTSTALL lA HOE oso# .1.LENLET 9 ] E 55 EL 1W HOPEV I BT L to .11 553.85 (ONI 5EHD H 1 1 HOPE AT ❑ Y PE FL ELEV 53 ]51 n1 _fir-' � E AT o 34%� tY HOPE— 5HOPE AT 141 TA —BENDS so-A LEV�55a.sz(In)) IN bN ' _ to N L s� 351oup 18-HDPEFL. RLEV. 12 H EV. 653891 n1 1 s(Oury j 11 HOPES .5l -4 ad cf-s --- EI R ANDERSON GIBSON ROAD t E kz 0 � �I !ORLD F.� Z a Ag LL a a_ LLJ .900 F w 5z w U) ca w w G Q P. O U O CQ PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF AND INTERIM REVIEW UNDER THE AUTHORITY OF STEPHANIEE. LAUGHLIN P.E. NO, 95763 ON 10111 5. H440 APPROVED BY OTHERS C09.01 - _ V cB=S se 12SB E j R MEP STUPLAJ SJ ETAIL / PER CITY OF ORRAPEV�Y NE 4 I P Ua EE MEP PLANS FOR eomnNOAnoN� TBLOCK 6 ❑ j 0 0 I 0 I c C * �_"� �N✓ A a � rED � 9D'00'4sW 2BT40 iA E a --------------------------------------------------------------- �w p I'. ANDERSON GIBSON ROAD — _ - 019 �cB=S403 — — — — — — — — _ - __— N Lie N !ORLD 7.3 I i:F VVV�L��E UTILITY NOTES n 11-1 EnRE V Mar ry � Exis�wc ITY TO R DTDR'B ALL FASTNOLIr TO VERIFY LOCATION AND c SHALL BE TH. ANCE TOR O AT ON AGO ELEVATO E ALL UTILITIES THAT MAY BE AFFECTED PRIOR TO 2) CNCTOR ATO TERMINATE PROPOSED UTILITIES SFT OUTSIDE OF BUILDING FACE RUNLESS NOTED OTHERWISE PLUG AND STAKE LOCATION ANO T ELEVATION. Q \ \ UI'IUTY LENGTHS ARE TO CENTER OE STRuciuRES IN LINE ­ PEEP B) ALL I 41 RnISED ORLOWERIEO AS REWIRED O MEET PROPOSED GRADES. SHALL RE 0 s) PRO G Es NL ARE FROM EDGE OFPFRIAIT, E s 4) 1Y STRUC E AV N .MORE THAN 2 PRECAST AOJOSnNG RN N G WfTHV AX MU 'EIGHTAOJ TM NF ""MUM ]) O UTT FROADW Y PAVEMENT FOR UF TLIT NOSTALLATON SHALL s. \ BE FLLEDWITH COMPACTED SUBGIRAOE. PROPOSED PAVEMENT SECTIONSHAILL MATCH IMITNGPAVEMENT o S AV 1424" W IN a4 PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF AND INTERIM REVIEW UNDER THE AUTHORITY OF STEPHANIEE. LAUGHLIN P.E. NO, 95763 ON 1011125. H440 APPROVED 1.1=20' BY OTHERS C10.01 I jij , 44 CH -IN 8 I I ' , I , i �� h ;62 ABPmuv _ El a ��� vEl � II \4 I� o K I a I Em n � � / w••42C" W X _ - o - _ I - - 5A o _ --- m Ga — w - _- 0 rA ,o3•ze O sW `m n � t o R -- ANDEPSON GIBSON ROAD (SP RI WIA) ' t E N IQ T � E e! E EROSION CONTROL NOTES, 1) ♦ GN AND sEGIMENT CGNiaGL MEA'uRES SHALL BE IN RACE PRIOR START OPCONSTRUc _ -- 2) EARTHOCONTRACT HA MAINTAIN P W GRA NAGS RNG Wo�K CONSTRU 3) EARTHWORK CONTRACT R 15RESPONSBLE FOR DUSTCONTROL. A) RTHWGRK CG TIR—OR1 o®RONST�IR NANTANNC CLEAN PUBLC RO 5) OTHER EROSION CONTROL MEASURES SHALL BE IMPLEMENTED SHOULD AN e) AREAS REACHING SUBSTANTIAL COMP ON OF GRADING AND TOPSOIL F PLACEMENT OPERATIONSB PERMANENTLY SEEDED OR OTHERw SE N THEMSUSPENSION T COMPLEON OF cRADINCANOTOPSOLo pgTPRO E T) SECOND ARY CONTA NM ALL E Q FOR MY U FUEL STORAGE \ THAT REMAINS ONETE ON R AN> AR DAYS e) c s 'HALL RE P-LINED PDR GENERATOR. PUMPS GNNON-ELECTRICAL R STA a) ERG EN GREEN 'OE aEN m 10) AL GREENAREAS E SHALL BE DRESSED W TH MINIMUM e OF TOPSOIL AND P — PRELIMINARY THIS ODT Is EROSION CONTROL LEGEND RELEASED RELEASED FOR THE FO O SILT PENCE PURPOSE OF AND INTERIM REVIEW IP NLET PROTECTION UNDER THE QAUTHORITY STAB U=COR"DOTION ENTRANCE OF STEPHANIE E. LAUGHLIN P.E. NO, 95763 ON 10111 5. H440 APPROVED 1"=20' BY OTHERS 311.01 { STANDARDS FOR SILT FENCE DEFINITION TEMPORARY BARRIER PENCE MADE OF BURLAP OR POLYPROPYLENE MATERIAL WHICH IS WATER PERMEABLE BUT WILL TRAP WATER - BORNE SEDIMENT. PURPOSE TO INTERCEPT AND DETAIN WATER - BORNE SEDIMENT FROM UNPROTECTED AREAS OF LIMITED EXTENT. CONDITIONS WHERE PRACTICE APPLIES SILT FENCE IS USED DURING THE PERIOD OF CONSTRUCTION NEAR THE PERIMETER OF A DISTURBED AREA TO INTERCEPT SEDIMENT WHILE ALLOWING WATER TO PERCOLATE THROUGH. THIS FENCE SHALL REMAIN IN PLACE UNTIL THE DISTURBED AREA IS PERMANENTLY STABILIZED, SILT FENCE SHOULD NOT BE USED WHERE THERE IS A CONCENTRATION OF WATER IN A CHANNEL OR OTHER DRAINAGE WAY. DESIGN CRITERIA SILT FENCE IS CONSTRUCTED NEAR THE PERIMETER OF A DISTURBED SITE WITHIN THE DEVELOPING AREA. IT IS NOT TO BE CONSTRUCTED OUTSIDE THE PROPERTY LINES WITHOUT OBTAINING A LETTER OF PERMISSION FROM THE AFFECTED ADJACENT PROPERTY OWNERS. A DESIGN IS NOT REQUIRED FOR THE INSTALLATION OF THE SILT FENCE. HOWEVER, THE FOLLOWING CRITERIA SHALL BE OBSERVED DRAINAGEAREA- LESSTHANTWOACRES HEIGHT- 30 INCHES MINIMUM HEIGHT MEASURED FROM EXISTING OR GRADED GROUND. MATERIAL- BURLAP, POLYPROPYLENE FABRIC, OR NYLON REINFORCED WITH POLYESTER NETTING. THE MULLEN BURST STRENGTH SHALL BE GREATER THAN 150 PSI. THE EDGES SHALL BE TREATED TO UNRAVELING. SUPPORT - STEEL FENCE POSTS SPACED A MAXIMUM OF 6 FEET APART. WOVEN WIRE WILL BE USED TO SUPPORT THE MATERIAL OUTLET SILT FENCE SHALL BE PLACED AND CONSTRUCTED IN SUCH A MANNER THAT RUNOFF FROM A DISTURBED SURFACE OR EXPOSED UPLAND AREA SHALL BE INTERCEPTED, SE O IMENT TRAPPED, AND THE SURFACE RUNOFF ALLOWED TO PERCOLATE THROUGH THE STRUCTURE. SILT FENCE SHALL BE PLACED IN SUCH A MANNER THAT SURFACE RUNOFF WHICH PERCOLATES THROUGH WILL FLOW ONTO AN UNDISTURBED STABILIZED AREA OR STABILIZED OUTLET. EROSION CONTROL GENERAL NOTES 1. STEEL POSTS WHICH SUPPORTTHE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. 3, THE TRENCH SHOULD BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO ALLOW FOR THE SILT FENCE TO BE LAID IN THE GROUND AND BACKFILLED. 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR TO WOVEN WIRE, WHICH IS IN TURN ATTACHED TO THE STEEL FENCE POSTS. S. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 6. SILT FENCE SHALL BE REMOVED WHEN IT HAS SERVED ITS USEFULNESS, SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 7. SEDIMENT TRAPPED BY THIS PRACTICE SHALL BE DISPOSED OF IN AN APPROVED SITE INA MANNER THAT WILL NOT CONTRIBUTE TO ADDITIONAL SILTATION. S. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 61NCHES AND DISPOSED OF IN AN APPROVED SPOIL SITE IDEAS IN NO. 7ABOVE. S. EROSION PROTECTION WILL BE DELETED OR ADDED PER THE CITY OF (CITY NAME), 10. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION, 11. ALL SEEDING AND FERTILIZATION OF DISTURBED AREAS WILL BE THE RESPONSIBILITY OF THE GRADING CONTRACTOR, STORM DRAIN INLET PROTECTION CONSTRUCTION SPECIFICATIONS 1. WOODEN FRAME IS TO BE CONSTRUCTED OF 2- X 4" CONSTRUCTION GRADE LUMBER. 2. WIRE MESH MUST BE OF SUFFICIENT STRENGTH TO SUPPORT FILTER FABRIC, AND STONE FOR CURB INLETS, WITH WATER FULLY IMPOUNDED AGAINST IT. 3. FILTER CLOTH MUST BE OF A TYPE APPROVED FOR THIS PURPOSE; RESISTANT TO SUNLIGHT WITH SIEVE SIZE, EOS. 40-85, TO ALLOW SUFFICIENT PASSAGE OF WATER AND REMOVAL OF SEDIMENT. 4. STONE IS TO BE 2" IN SIZE AND CLEAN, SINCE FINES WOULD CLOG THE CLOTH. 5. THE ASSEMBLY SHALL BE PLACED SO THAT THE END SPACERS ARE A MINIMUM 1' BEYOND BOTH ENDS OF THE THROAT OPENING. 6. FORM THE WIRE MESH AND FILTER CLOTH TO THE CONCRETE GUTTER AND AGAINST THE FACE OF CURB ON BOTH SIDES OF THE INLET. PLACE CLEAN 2" STONE OVER THE WIRE MESH AND FILTER FABRIC IN SUCH A MANNER AS TO PREVENT WATER FROM ENTERING THE INLET UNDER OR AROUND THE FILTER CLOTH. 7. THIS TYPE OF PROTECTION MUST BE INSPECTED FREQUENTLY AND THE FILTER CLOTH AND STONE REPLACED WHEN CLOGGED WITH SEDIMENT. 8. ASSURE THAT STORM FLOW DOES NOT BYPASS INLET BY INSTALLING TEMPORARY EARTH OR ASPHALT DIKES DIRECTING FLOW INTO INLET. EROSION CONTROL SEQUENCING 1. THE EROSION CONTROL CONTRACTOR SHALL INSTALL SILT FENCE ALONG THE PERIMETER OF THE SITE AND CONSTRUCT THE STABILIZED CONSTRUCTION ENTRANCES AT THE LOCATIONS SHOWN ON THIS PLAN PRIOR TO CONSTRUCTION. 2. THE GRADING CONTRACTOR SHALL STRIP, CLEAR AND MASS GRADE THE SITE. THE GRADING CONTRACTOR IS TO ASSUME RESPONSIBILITY OF THE EROSION CONTROL DEVICES DURING GRADING OPERATIONS AND ENSURE THAT THESE DEVICES REMAIN IN GOOD WORKING ORDER, AFTER GRADING IS COMPLETE, THE GRADING CONTRACTOR SHALL INSPECT THE DEVICES TO ENSURE THAT THEY REMAIN IN GOOD WORKING ORDER. 3, BEGIN UTILITY INSTALLATION. THE UTILITY CONTRACTOR SHALL ASSUME RESPONSIBILITY OF THE EROSION CONTROL DEVICES DURING UTILITY CONSTRUCTION AND ENSURE THAT THESE DEVICES REMAIN IN GOOD WORKING ORDER. AFTER THE STORM DRAIN INLET INVERT AND WALLS ARE ERECTED, THE CONTRACTOR SHALL PROTECT THE INLET FROM SILTATION BY SURROUNDING. IT WITH SILT FENCE OR HAY BALES. AFTER THIS PHASE OF UTILITY INSTALLATION IS COMPLETE, THE UTILITY CONTRACTOR SHALL INSPECT THE DEVICES PRIOR TO MOVING OFF SITE TO ENSURE THAT THEY REMAIN IN GOOD WORKING ORDER. 4, BEGIN PAVING CONSTRUCTION. THE PAVING CONTRACTOR SHALL ASSUME RESPONSIBILITY OF THE EROSION CONTROL DEVICES DURING PAVING CONSTRUCTION AND ENSURE THAT THESE DEVICES REMAIN IN GOOD WORKING ORDER. AFTER PAVING CONSTRUCTION IS COMPLETE, THE PARKWAYS SHALL BE BACKFILLED TO A FINISHED SLOPE OF IAPER FOOT. THE PAVING CONTRACTOR SHALL INSPECT THE DEVICES PRIOR TO MOVING OFF SITE TO ENSURE THAT THEY REMAIN IN GOOD WORKING ORDER. 5, THE UTILITY CONTRACTOR SHALL REMOBILIZE AND FINISH THE STORM DRAIN INLET CONSTRUCTION BY COMPLETING THE ERECTION OF THE WALLS AND TOP. AFTER PUBLIC UTILITY CONSTRUCTION IS COMPLETE, THE UTILITY CONTRACTOR SHALL INSPECT THE DEVICES TO ENSURE THAT THEY REMAIN IN GOOD WORKING ORDER. 6. THE EROSION CONTROL CONTRACTOR SHALL INSTALL THE CURB INLET PROTECTION DETAILED ON THIS PLAN. 7, BEGIN FRANCHISE UTILITY CONSTRUCTION. EACH FRANCHISE UTILITY CONTRACTOR SHALL ASSUME RESPONSIBILITY OF THE EROSION CONTROL DEVICES DURING FRANCHISE UTILITY CONSTRUCTION AND ENSURE THAT THESE DEVICES REMAIN IN GOOD WORKING ORDER. AFTER FRANCHISE UTILITY CONSTRUCTION IS COMPLETE, THE CONTRACTOR SHALL INSPECT THE DEVICES TO ENSURE THAT THEY REMAIN IN GOOD WORKING ORDER. 8. AFTER CONSTRUCTION IS COMPLETE, THE EROSION CONTROL CONTRACTOR SHALL SEED ALL DISTURBED AREAS. WHEN SUFFICIENT GRASS GROWTH HAS BEEN ESTABLISHED, ALL SILT FENCE AND OTHER EROSION CONTROL DEVICES SHALL BE REMOVED FROM THE SITE, 4' MIN, STEEL OR WOOD POSTS FASTEN FABRIC TO TENSION SPACED AT 5TO 8'. SOFTWOOD REINFORCEMENT WIRE BY HOG FILTER FABRIC p• POSTS SHALL BE 3" MIN. IN. DW OR NOMINAL 2"X4" HARDWOOD POSTS RINGS. LOCKING PLASTIC TIES OR CORD AT A MAXIMUM SPACING OF SHALL HAVE A MIN. CROSS SECTION OF 2' TRENCH B\ EMBED POSTS 3'(MIN. WIDTH) FLOW g0• ANCHOR I MIN OR ANCHOR F IN ROCK BACKFILL AND HAND TAMP III - 2 Pf ATTACH THE WOVEN FABRIC USING SECTION B-B EVENLY SPACED STAPLES OR LOCKING PLASTIC TIES FOR WOODENPOSTSATAMAX. _ _ III=III 1 AND 2'ACROSS TRENCH BOTTOM SPACING OF 6'. USE LOCKING PLASTIC TIES OR SEWN VERTICAL POCKETSFORSTEELPOSTSAT i IN UPSTREAM DIRECTION. MINIMUM ppp TRENCH SIZE SHALL BE 6" SQUARE. 0. BACKFILL AND HAND TAMP. SAME SPACING. \\ SILT FENCE CONSTRUCTION OF A FILTER BARRIER (SILT SCREEN) SCALE: N.T.S. WEIGH DOWN WITH HEAVY CONCRETE RUBBLE CURB II" CIA. L GUTTER FIBER ROLL TOP OF CURB "GUTTER BUDDY" FILLED WITH STRAW, FLAX, RICE, 8 COCONUT FIBER; AS MFG. BY EARTH SAVER EROSION CONTROL PRODUCTS, OR APPROVED EQUAL WORLD . !S g$aj WeaIE ow•(!t PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSEOFAND INTERIM REVIEW UNDER THE AUTHORITY OF STEPHANIE E. LAUGHLIN P.E. NO. 95763 ON 1011,25. H440 APPROVED NTS BY OTHERS C11.50 STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION SPECIFICATIONS 1. STONE SIZE - USE 3"-5" COURSE AGGREGRATE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2 LENGTH AS REQUIRED BUT NOT LESS THAN 50 FEET 3. THICKNESS NOT LESS THAN SIX(6) INCHES 4. WIDTH FIFTEEN (15) FOOT MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE, FILTER WILL NOT BE REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. 6, SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND REPAIR ANDIOR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 6. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING, 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAINFALL OF 1/2 INCH OR GREATER. 2%OR GREATER DIVERSION RIDGE IS REOU I RED WHERE GRADE E%EEDS 2!6 /\y\/�/\j \/ i FILTER FABRIC --/7PAVED SURFACE 7 LENGTH AS SHOWN ON PLANS GRADE TO PREVENTRUNOFF FROM LEAVING SITE `EXISTING GRADE PROFILE VIEW II_I�Ill ll- TIl- �:IHII-III—III II _III=hl III III —II II: II� 1=1I h: i.11��h�l�l 111�,�h�Ili�' GRAVEL FILTER O'MIN. - - TMIN. aj WIRE SCREEN 2' OPENING ABOVE GRAVEL ..CONCRETE BLOCK 4" GRAVEL RUNOFF WATER _ y Lr-I IJ�11=111dTI-.T�71! Mil l�r fLrl,`LI 1—IT�.rI I ITI _ nc�1�� a FILTERED WATER INLET BO% Ipl _III CURB INLET PROTECTION DETAIL SCALE: N.T.S. FILTER FABRIC Ml'. PAVED SURFACE SECTION A -A 50 MIN 5'RAD (MINI LENGTH AS SHOWN ON PLANS GRADE TO DRAIN AWAY FROM STABILIZATION AND STREET PAVESURFACE DI VERSION RIDGE rrap 15'MIN A 1 3"15• COURSE AGGREGATE MIN I" THICK f/ DRAINAGE MUST FLOW AWAY FROM ENTRANCE _ R.C.W. PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE SCALE: N.T.S. WORLD _g'a3 -----T o �z PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSEOFAND INTERIM REVIEW UNDER THE AUTHORITY OF STEPHANIE E. LAUGHLIN P.E. NO. 95763 ON 1011I25. H440 APPROVED NTS BY OTHERS C11.51 \ �\ P� EKis[i III Site Conditions Tee Table o I.D. Common Name Scen itific Name of Protected Tree DBNotes H(INCHES) Tree Credits t 3001 LIVE OAN quercus 17 To be Remvvea/Dean 1 100E LIVE OAK quercus - - v 16 To W Removed/Dead TREE1018. \ ID03 LIVE OAK a--vi'Smo v 24 io Pematn select ve Prunng 2 0 TREE ID11 uvE OAK quercus iIr 19 TV Reman select ve Prunng 2 _ TREE1 i t.` 5005 LIVE OAK quercus 0 18 Tv to fleman Select ve P'—R 2 o 1006 LIVE OAK Quercus 16 be Removed/Dead SEE] LIVE OAK quercus' 15.5 o n5elec[ve Prun n& 2 1008 EASTERN RED CEDAR lunieerus sn— 18 Tqe Tv be Removed -� TREE 1016 1009 LIVE OAK quercus vvgm vnv 1T.5 iv fleman Select Ve Prunng 2 \ / \ _ - 1010 LIVE OAK Querns 19 TV Peman Select ve Prunng 2 .v"is•.wl -~I _lEll LIVEOAN Quercus' 15 To fleman SeectivePrunng 2 - 101E LIVE OAN Quercus vir jnivnv 19.i io Peman Selective Pruning 2 �. 1013 LIVE OAK u vnv 22.5 TV Peman Selective Pruning 2 Z \ TREE 1015 \ \ �1014 LIVE OAK �uercus -' 17 TO Peman Select P ng 2 Q 1015 - VEOAK 20.5 iPS 2 f016 LOAK 18R V.5 �J 2 j /�✓��'9Ap - 1018 LI EOAK querns nv 17 TO Remzn select Pnnng z L) 1019 RED OAK Quercus enu —i 10 To be gemvvea unv 0 TREE iota •iC 'V�.__ v EXISTING SITE TREE CREDITS U U] U] \ \ q d PROTECT TREESgSNEEDED I E I.I..I i4 DURING ADJACENT ftESTRIPING _ I• �'. I u � wi. �pr �\ _ x�T R s [EEcpTESD1Os1{.r4 OZS1 ORmET DNOETEO REDNOF PARKING SPACES. RE 1018 N yQ W [Wy] LL V///////�J ,4 � � z TREE 1012 \ v _ _ - LEGEND TREs:_ E Tau EEN ND � e I o ?R w n-I. . IRDr D Ll �* PRO AND BR�E TRPILO HIKE �s w r �+ I �y' \\ e3T � v � \ \ `�. \ 2 TpEETOR3dAlry > i C7 ED \ BACK r \ BA O IOFCURB w WALIC�AT CC/+T] � ID TREETa pE RJrIovED C\2 uj \ \, TREE PROTECTION ^^' qD 'f l FENCING TYP.; REF. LL . + \ DETAIL NLI2 r \ GE1-REPApONEs Arvos. + \ \\> — — .. I sRAtL UE ppopERLVD N, REMOveD - 6EN el�nce E pproR TOTrvE STaRT os orvrarvD UL uwsrRucnon w 1/ LA v .. a.LTRERs paopDeEo EASEM€ L"DTTory Acry TEsoN SRE. o N s T :: :: � —� ___-, �� � ,.• '. p"ao�R�:"R�osEoo�oFs;�A;�coE. .ND u"w 3a C N me " 2V LANDSCAPE TRAT d SETBACK 1 ppopEpr IFNIII -� mrvsrpucT orv. ACENT Esoupw0 wrvrpnciop s.ful PpoT[cr TpEEs poM � L ; ROPOSED \. rREE1aB6 �D.�E.RD RRDATONwNEAEETLREE °vA DE I;d p x y 5 \ _ DE ELOPMENT y a IVEME-- IMPND Nra. DEE�crED.OpPRCPD9ED o d m' \I w rvOrDR4 Ow TRLREr_DTAL ti TREE PROTECTIOt FENCII IG Y ALONG PROPERTI'LINIS TC -- u K PROTECT TREES C N ADJA�-- K I� y.. PROPERTY s APPROVED �1 BY OTHERS ADDITIONAL l REE PROTECTION TREE 1008 - MFASl1RE5 VV��ILL BE :x NECESSARVI l WORKING =R _sot sAs_e 1 oacevw1— NIII .. C 25BUILDING .. - - WITH( N CRITII:AL ZONE, REF. * LANDSCAPE ARCHITECT: DETAIL BILLS �/ ^r" SETBACK .. i�dr s CO1. ]' s Studlo a n D CO ROTECTROE TREE PNUMS TREE 1001 _K DEiA L A/L12COSED 6 - 0 W. ELK _ - ocA x200 Dw.PEV NE M LLs CIRCLE 00 R - ✓ C ton ao, 0.5L1 -% \ t I - c 96 19 i `�� emdl MI®erosstm6ersstutlowm REW SECRETAR i a ' N1'seg4e PLANNING MD ZONING DOMMIssION v — y LESSEE DEVELOPER: CHAIRMAN 100T Dk Wvr a n< GPpna ATE'. E oe zE+P x _ - 453 NaI Raad Dv t d Jamison geryM1O EtT rermare RmmM1 Tex. ]5zu N: 2-nc s52J r 'T:z•fz z•i u -- - — - 20' LANDSCAPE TREE 1005 TREE 1006 _ - - A I. 68fi rD O �mEsw rocc. - emPl J&ryfi 14vcvcmcapltvre_cvm P B TREE 100E TREE 1004 SETBACK / EmaT- aexebg - Rovu r> co PROTECTION ______. ___---_. --------------- ------------- 1 - WNER `0 EASE IITY PRONGPROPESQY AETO ANDERSON GIBBON ROAD = ---- ENGINEER PRFPARFR. SURVEYOR,FDITN m EASEMENT PROTECT TREES_ON ADJACENT - - - o olofimm: o.nwrebn ePbler Jeeemnmb rt&. H1 nendPnmnc�' 6Intl PROPERTY . H440 S LOTO. BLOCK 612r. Sm]5149 talEMLL8 ADDITION E a zo ao 6o GPdmeeHEET ims6 nlm,Pe C.,et: E—D-,, RPIS cmOGA—INETAlANrcouNTrTEKAR fis-JA3 PH: 972-4-7516 Pmiloov soBeiZONEzvA -C-C" COMmsORr SCALE 1=2D• —PREPARATION. CzIALfi C13.01 kE REPAIR AND REPLACE TURF. \ MATCHING EXISTING, TO '. EXTENTS. OF CONSTRUCTION Ir I� i-T RED I I' I I I II r. I I III SYM.IQTY. ICOMMON NAME SCIENTIFIC NAME SIZEICOMMENTS ' I LARc M09MPNFTMNTAL TREES '� , w�x m.aaa®Ner�nn 1 � I SHRUBS 1 � I�`l ssrn ow4rceura<aao NOly �m�a xn�n x� ..,:e na a w„wl,.owrv=esm., �1 I NRF ANDA qE EATE rvsaus �pw. \I AJP � I pmad m a mP�.el•naweac 0 '\ BALL QUANT TIES EESTINATFOAND SHOULD BEV�FlE09Y CONTPACTOx QIIARI iARF 0PSF90N DESIGNED %NJ. �L)Id�p F)yJ prft Area lsnuare feH) MUWpIa 1,84I15FOr182%------Z I\ Ar f5'd walks, Pavement&other lm - latwOrk I pery ousF 60,6836Fw6D% I / (q rtfeet) other lmpernplu nrea WA WA TGMIOw Space(A,.GG,feetandpercen[asal 40,836 SFOr40% TURFAND TREETO REMAIN — Tetallmpervleus area (square teetand perzenta¢e) I"`'L.. 1-52% STEEL EDGING, TYP. W Ili CV/�lC �iy� (3) RH - SJJE ` DSCAPE REQUIREMENTS �F EXISTING LIVE OAK TREE: RE°uO' Z U ALONG STREETSCIPE T pEn METER IAnospAEEAREAs stsAu canon TMEPEOATLFAST ,TREE \ — 1 ) oxmacnON ^` ly cslsH `BCD p� � •--� NH BE ee in TOTUTREEs Ew 6Eo It 3zs.,Msor zr �u Landscape Plan Data Summary Table DigWorld:Lot 3Block 6 Item Slte 101,366 8FQ.33 AC Re ulmd Proposed LaOdsca eAll, Landscape Per meter Area lmuarrfeet) 10,6005FOr16% IlttertOr landscape Area ParklncL L 1 WA WA. Addkronal IHeYor Landsape Are 10.552 BFar 10% 011er LapdscaOe Area within the lotl—..f-I WA WA TOtel Landscape Area �IT.4665FIXBT% NaIPH4d Area v H Q IV z CLEAR ANY DEBRIS AND (8)Bf7 PRn N. ° REMAININOTURF. UTILIZE ..i7wmr ('H—INI MULCH FOR ENTICE BED TREESARE L = TGru r°T4E R GITaP De w R a W (2j BH a env° E mEErZ Cy \ rv-�, G°REENw EEEEx N°LLIDEGATSHA.REDPAHI(ING. GENERAL NOTES O REnnI3u RE t wTx ownER. uAT on.conmAc qR Fl ucopx°wnre TURF-HVDROSEED+/- 1' FROM AgLisHmervTITaEEWs1s EDGE. OF PROPOSED WALK snuLeEREMOVEDAFrERZYEARs. \ PROPOSED WALK, ERE o. cEMoln on. y A \ CIVIT oD CVEe%Hau OEFRwq®. \ \ 10'LANDSCAPE •� EASEMENT TaN aF wloscnP�E gnDLL ss -- _ -- GA rr�w�l W E — CON TRACTOR TO FIELD V L �. w"ERluntR ES FxIST OF c 'TE OGING ALONG EXISTING IRRIGATION D E N z IASE SCE CUT AND CAP BACK. INT OF TRA "Al'AUVE11IANTIT Es. Torvs. CONNECTION FOR F TO MEET y e PROPOSED IMPR THE Un09CME RJ p 6 m 1 -LIVED ER AL 11ILm aN My F CAL. Ml Y'1 RELOCATE EXISTIN IG ION OUIPMENTTOTURF.. AS Oa m2 ERE APPLICABLE .� - MAIL— AHL 1-1-ALL —LIGG I 1 DECORATIVE GRAVEL, T ti F. DETAIL 3111.2 ) T SIGN TO REM ,FIELD VE Y'LL ass DS 'APE S NEEDED FOR EASE OF r �� I'I"—T -_ - MAINTENANCE,rvw1 .—L. lF�lAPPROVED +zRGJING, TVP.; REF. ESMLAR VAR ETv slzE. BY OTHERS (2-OP FITV)OU Y. CK, EF. 1.2 Imgse or cneea owroveev. rve.N s._ux a � LANDSCAPE ARCHITECT: 1 -LIVE DAK 3 /.✓ ! C T' Ee sWtlioCAIR NAME: O CMRW CAL. IN, / Po B 6B6 CA NUM ERON's2¢O GRA'. 2S SrE _.+ 1% 0 LOcgTIVINEM MILLI ORCLE 'nun xel ]Sw TURF-HVOROSEE6+/-1OM : 2 896 1900 EDGE OF PROPOSED emal cM1allacrmstmderntud'o ewn MAYOR secRETARv vpyAy,yN. • 1-LIVE OAK, 3" PLANNING AND ZONING COMMISSION R CAL. MIN, LESSEE: DEVELOPER: CHAIRMAN ul Y E pFeTE}e omeme D— h Tex a M44 Ul a 32 mo 5 BertYlll H TN .00es.a gx0.wrvres [ 1/lll C21 Pmolt Aex Ca93911eJBerrynllPomdacoptalmemm ernF.,UT T 6B6 0 A. rAE omw E— Alerptli9woddwtIL,— naaNmp serrvicro�mTMa+r -! - WNER sTE _ ENGINEER / PREPARER SURVEYOR PLAN EXTENTS OF CONSTRUCTION N MATCHING EXISTING, TO O.C., TYP. J FOR N "' `ruB elzl n i°si or A". s�9 TE9 �an�t a LGT a, RLODIt I1 GO A EVHL°EMus ALL— H440 LANDSCAPE PLAN PER CU 25-35 0 20 40 e0 damp a nda 6TG6 o II T ra ]sz a B Np'°'B SHEET �� ocrryn Gub a- CanlseL 9tep-i,, Pu9Nn PE C atat Busin Bswon, RPIS CITY OF GRAPEY NE TARRANTCOUNTY TE%AG PH�t31]- 1-]T/3 PH: 9IT-BB9-]llfi PH. 214-]1T-0605 2.32]ACRES I10t,36950FT N9¢loalRC13.02seALE: 1=2o DAE PanioHnCHofzTorPEnTMRm LANDSCAPE SCHEDULE SYM. I QTY. I COMMON NAME SCIENTIFIC NAME (SIZE/COMMENTS LARGE AND ORNAMENTAL TREES YiLI — LIVEOAK'JOAN LIINMETTI' Caercas flislrormis ',Ivan E'onettf 100 MwI: B'-10'ALx6'sp., 3"rapper min. SHRUBS 2T EA I CWARF BURFORO HILLT Ilex romu!a 'Bur/woii Non°' igel:24'M. etlMNllxe"-to"sp. Nll. spenng essMwn TURF AND AGGREGATE F I TURF- MATCH EXIBTINI ON SITE M1ytlrv/ECORAVEGRAVEL5"..M1"2eggregelemeQjl-l�.IISII NIEFEES ARE ESTIMATED AND SHOULD BE ERIFIED BY CONTRACTOR. QUAN IES ARE BASED ON DESIGNED PLAN. 3116" X 6" STEEL EDGING, TYP.: EACH SIDE TO BE 1/4" ABOVE FINISH GRADE SHALL BE FLUSH AT CURB OR WALK 5" DEPTH OF 1 "-2" SIZE AGGREGATE THAT MATCHES AGGREGATE USED WITHIN DEVELOPMENT, OR APPROVED EQUAL AS ELECTED BY OWNER. REF. PLAN FOR LOCATIONS FILTER FABRIC PAVEMENT EDGUBACK OF CURB WHERE APPLICABLE TURN FILTER FABRIC UP HALFWAY ALONG PAVEMENT EDGEBACK OF CURB DECORATIVE GRAVEL SECTION 5" DEPTH AGGREGATE, U.N.O.; SET LEVEL NOT TO SCALE 12" MIN. 24"H x 60"L x 24"W QUARRY BLOCK TURF OR PLANTING a AREA; REF. LANDSCAPE + - PLANS II II II III IJ III II II !I IJ_GI II COMPACTED SUB -GRADE L l III 2L 1M � JLI—�f JL IHII IIII fI III III=III III=II— yl III I�II�II I�IIJII II— LI T-1 1-IT-11— — OQUARRY BLOCK SECTION NOT TO SCALE LANDSCAPE PLAN PER CU 25-35 SELECTIVE PRUNING SHALL BE REQUIRED FOR EXISTING TREES TO MAINTAIN CLEARANCE FOR USERS OF WALK OR TRAIL ADJACENT WALK OR HIKE AND BIKE TRAIL TREE STAPLE: TS36 FOR SHADE TRIBES, I PER TREE. T524 FOR ORNAMENTAL TREES, 2 PER TREE. INSTALL PER MANUFACTURER'S 4" NOS ROUND GRATE, BLACK. FLUSH WITH MULCH. - DEPTH HARDWOOD MULCH OR S" AGGREGATE; REF. PLAN ENDISTRUBED SUBGRADE FOR FOOTBALL SUPPORT BACKFILL: 112 NATIVE SOIL WITH IR PLANTING SOIL MIX FILTER FABRIC UNDISTURBED SOIL GRAVEL NOTE:. I..0" I. FOR TEMPORARY IRRIGATION TO ESTABLISHMENT MEASURES, PROVED A TREE DIAPER FOR EACH NEWLY INSTALLED TREE INSTALL AND SIZE PER MANUFACTURER'S RECOMMENDATION. 0 CANOPY TREE PLANTING AND STAKING SECTION NOT TO SCALE III 6" X V SURE LOC STEEL EDGING; EACH SIDE TO BE J" ABOVE FINISHED GRADE. COLOR SHALL BE BLACK IN COLOR UNLESS DETERMINED OTHERWISE BY OWNER TOP OF STAKE 112" MIN. BELOW TOP OF EDGING MULCH OR AGGREGATE LAYER, REF. PLANTING DETAILS THIS SHEET - FILTER FABRIC PLANTING BED AREA. U.N.O.: REF. - PLANS FOR ADDITIONAL LOCATIONS III TTT 1T�r WITH STEEL EDGING UNCOMPACTED NATIVE SOIL IIII=III IIII III= �I • ADJACENT TURF, AGGREGATE OR PLANTING BED OR AGGREGATE AREA, REF. PLAN 0 STEELEDGING SECTION NOT TO SCALE 3" DEPTH MULCH ENTIRE BED AREA SHRUB FOOTBALL SHALL BE FLUSH WITH GRADE. PREVENT SETRING OF SHRUB BY COMPACTING SOIL MIX BELOW BALL 3116" X 6" STEEL EDGING, TYR AS Jl SHOWN ON PLANS. EACH SIDETO BE 1/4" ABOVE FINISH GRADE TATALA�ii1"' E. -r.f FINISH GRADE PROVIDE W DEPTH PLANTING 501L BED MIX BY LIVING EARTH (OR - - APPROVED EQUAL) I—UNCOMPACTED fI"='ice I NATIVE501L C, SHRUB PLANTING SEOTION NOT "TO SCALE 4e 2X4 MULCH IF THERE IS NO EXISTING UNDERSTORY OR TURF DURING CONSTRUCTION NOTE I. WRAPTREE TRUNK WITH 2"X4"STUDSANDROPEORBANDINPUSCE AS NEEDED TO PROTECT TREES IN WORK AREAS. 2. THIS TREE PROTECTION SHALL BE SELECTED AND IN PLACE IN THE EVENT THAT THE STANDARD TREE PROTECTION DETAIL THIS SHEET. IS NOT ABLE TO BE PROVIDED DUE TO RESTRICTIONS ON SITE PRIOR TO CONSTRUCTION. IT ISALSO TO BE INCLUDED IF FENCE IS LEST THAN 5' FROM TRUNK. EGTL.NtADDITIONAL TREE PROTECTION MEASURES NOT TO SCALE EXISTING TREE 0 EXTEND PROTECTIVE FENCE TO EDGE OF DRIPLINE, U, N.O. "'"MTL. CH CTf SIT@;B'-D'OC. AND AT EAORNER, FORMING AN ENCLOSURE AROUND TREE OR TREE GROUP 411" HT. x 12.5 GA STOCK FENCE, OR ORANGE SNOW S FENCE EXISTING GRADE NO E; 1, SELECTIVE PRUNING SHALL BE REQUIRED FOR ALLTREES ON SITE. WHEN ADJACENT TO AN EXISTING OR PROPOSED WALK OR HIKE AND BIKE TRAIL, CONTRACTOR SHALL APPROVED PROVIDE AN BE CLEARANCE FROM FINISHED GRADE TO BASE OF CANOPY. REF. CANOPY TREE DETAIL THIS SHEET BY OTHERS CTREE PROTECTION FENCING SECTION NOT TO SCALE LANDSCAPE ARCHITECT: C - TI b. St - Po B 05 6CSC C «t Cl- Ed, su em III6B6 1900 v' MgvrvssLmperswdv eom LESSEE: DEVELOPER: m wwN 4653 NaA Rootl Contact: Jotl°miwn Samybill Farm. 8— h, iesoa MO glex Gvrmll PH: 412-770-5533 emvll. JBepyM1NBvwdvcopltdre.evm PR: 2i9-686-0939 FEE Dnaq: q1.x®cywanalw6an.mm OWNER` ENGINFFR ! PRFPARER: SURVEYOR: Grapevine Mills Residua LP o S'mvn Po Box 6120 mb k Nelner qss .C1Oi° 15110 Ovllvs Pvrkwa Suge 1530 AR9 Enginean, Irc 2112 Bkcklovt Trvil Mesquite, Teo s i5149 Indlanvpofs. Inimm 462Dfi CvntvN: Jocdyn Gabler Odloz, Tnxos. 252C8 vct. Ste nvnie laugMm, PE Coot- DusY,n Dwhvrr PPLS PN'. ]li-6B5-J313 emal: Igublaresimbpcvm PK: 9i2-B34-i]16 email: SLaugAlinBjAamc.dom PN; I1�]1i-0665 emv,.GGvelmn&amengineem.c°m CASE NAME G WORLD CISENUMSER CUT5451EAP5D1 PaN: TT W ..— NE MILL. CIRCLE MAYOR SECRETMY EApAg.. PLANNISS AND ZONING COMMISSION CHAIRMAN DATE SHEET 1, Y1 n PRo roJf. 9 E o°btgFe O�/24/2025 SITE ODIG AN OCR LD H440 BLOCK a. GRAPEVINE MILLS ADDITION CITrDEGRAP I—TASRA.—NTY.TEXAS SHEET 2— ACRES i ID1.3N SOFT GATEOFPFEPARA ION MARCH03CI2025L C13.03 SCHEDULE OF ABBREVIATIONS AlF ALUM- BLDG. C ABOVE FINISHED FLOOR ALUMINUM BUILDING NTEft LINE CUBIC FEET PER MINUTE CMU CONCRETE MASONRY UNITS CON. CONT COLUMN CONCRETE oNIOMUDus YL _ ER DIAMETER OCUMENTSI—NCB _ EI.FS. EI£V. ESC I EXTERIOR INSULATION A FINISH SYSTEM ELEVATION E TERIOR SPECIAL COATING LOCH AIN rom FIN. FIR. I FACE OF MASONRYCRETE FINISHED FLOOR FEET FBI 11 FIRE-SETAROENTWOOOTREATMENT GAUGE GALVANIZED GALVANIZED IRON OR STEEL G.L GLUE LAMINATED STRUCTURE MEMBER GYP. BRO, H.M. HT. GYPSUM BOARD HOLLOW METAL HEIGHT H V.A.C. HEATING VEMILATING&AIR CONDITIONING 1A. N. INSIDE DIMENSION INCH LB.S. POUNBE MAX. MFR. MIN MSC. M.O. MTD MAXIMUM MANUFACTURER MISCELLANEOUS MASONRY OPENING MIL. N.I.C.CO NTS MOUNTED METAL E NTRACT NUMBER —SCALE OO DPP. ON CENTER OUTSIDE DIMENSION OPPOSITE o F. III ORIENTED STRAND BOARD couWilosv R snuARE FORT P.I RE: REDO POUNDS PER SQUARE INCH REFERTO. REFERENCE FRCM REEDUIFED RO SHEATH. SIM, OPENING SHEATHNG SIMILAR SPEDE STRUCT. SO. SPECIFICATIONS STEEL STRUCTURAL SQUARE TAG T.D. TDNGUE & GROOVE TOP OF RAIN T.O. TYP_ TOP OF TYPICAL WIT W., W W.F. WRGBB WEATHERPROOF WELDED WIRE FABRIC WATER RESISTANT GYPSUM BACKER BOARD NEW CONDITION STORAGE FACILITY FOR DIG WORLD - GRAPEVINE MILLS SCHEDULE OF MATERIALS MATERIALS ii DESCRIPTION 11[11CCLLL BRICK WALL �--FT BID PARTITION J_LLLL.LLLLLL C.M U. WALL CONCRETE EARTH OR COMPACTED FILL METAL ATT INSUATION ® WOOD, CONTINUOUS BLOCKING ® FINISHED WOOD GYPSUM BOARD Grapevine, Texas CA Project No. 2025055 M architects 2025 CARROLL ARCHITECTS. INC SCHEDULE OF SYMBOLS SYMBOLS DESCRIPTION WALL SECTION E XXK(- XXIXXXX BUILDING SECTION ELEVATION DETAIL ROOM ROOM NAME &NUMBER idd.OB SPOT FINISH GADE ELEVATION OCOLUMN. BUILDING GRID 1OD'-0" FINISH ELEVATION INDICATES HIDDEN CONDITION ABOVE, BELOW, OR BEYOND STRUCNRAL GRID, WITNESS LINE OR E%TENSION LINE PLYWOOD DOOR NUMBER RIGID INSULATION , WALLTYPENUMBER MOISTURE RESISTANT BOARD X WINDOW NUMBER PLASTER OR ELF1311111111 TO .9. RE41810N NUMBER STUD ORM EONRYE OF FINISH MATERIAL CE OF GENERAL NOTES 1. BUILDING AREAS ARE CALCULATE. AS OR— SQUARE FOOTAGE 2. CONTRACTOR SHALL CERTIFY, REVIEW, APPROVE, RECORD A KEEP ALL CONSTRUCTION MSDS (MATERIAL SAFETY DATA SHEETS) IN ACCORDANCE TO SENATE BILL 509, TEXAS ASBESTOS HEALTH PROTECTIONS ACT A HOUSE BILL 1927 REGUATIONS. 1 A FIRE ALARM WITH MANUAL PULL STATIONS SMOKE DETECTORS AND EMERGENCY EGRESS LIGHTING WILL BE FLRNISHE. AND INSTALLED BY CONTRACTOR IF ED COMMERCIAL GRACE A COMPLY WITH ADA REGULATIONS, INCLUDING LEVER HANDLES. cOUSTICAL ATT INSULATION IN STUD CAVITIES AT ALL INTERIOR STUD PARTITIONS, TYP. 6. PROVIDE 26 GA METAL FOR ALL FLASHING, GUTTERS A DOWNSPOUTS WITH SPLASH BLOCKS PROJECT TEAM DRAWING INDEX OWNER: ARCHITECTURAL GO ORLO COVERSHEET U AK VENTURES. LLC. AN) LIFE SAFETY PLAN —.ER GLEN LN. A201 FLOOR PLAN DALLAS, TEXAS Z52<S ASB1 ROOF PLAN B RCP A4B0 WALL TYPES ARCHITECT: Aa6a WALL 11-NI ASK 1 EM'SIDE ELEVATIONS CARROLL ARCHITECTS. INC. AT01 ROOM, DOOR A WINDOW SCHEDULES JEEF CARROLL 5E. INTERSTATE 30. STE 110 R0CGRALL, TEXAS T5- P:9TbT32-60AS E: JCOCARROLLARCH.00M CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO SE KEPT ON THE JOB SITE AT ALL TIMES. i 1/1912025 BY: ARNOLD O RAMIREZ MOPE: W898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY, ALL CHANGES MUST BE APPROVED. 4 AV II II EXIT PATH II STORAGE a 103 II II OPEN STORAGE F —1m-1 II STORAGE 5 1-02 C, X In II II II STORAGE A 10-1 EX PATH II II CITY OF GRAPEVINETHIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TOBE KEPTONTHE JOB SITE AT AELTMES. 1111912025 BY: ARNOLDO RAMIRFZTSBPE:1.3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. m PLAN LIFE SAFETY PLAN SCALE: Nil" = V-0" MUILEHNG SQ— FOOTAGE seo. S., SUILEX. EN —A SHILOHNS CEF, NA-NAL Mwl = RsN. EN`ly=E— SFPARAHDN' OF ECH ANEILS FIE 11TECEIC. . SUPPRESSION 2Z IF6 —) 1111' - X.T IINI '.XQCCUIANT 10 o CAI RFN En «TloX N. 0 —1—S Lu EGRESS REQUIREMENTS LL Z uj 'l—U F. W —H�PCX �,S— SE , _A LLI -5,121 `-XRT - — M, ,H ER= 2LER LE 0 (1-1 1) Ld-0, Dof LNL z LE (F—, 0 Lu I— 11-2,2�PA— I/ I MINIIII IT XIA1. —HIM. air sn NR —E .1 1,1) 111-M I' T 1111-InN ,LH X_ T/� MAX, 0 (D -ISILL- TNA RwA.0 L) Lu E� TMA- WIT, LIFE SAFETY LESEND TXE IX X T� _NO', g an cl ME, IT o D r AH— 1XIIIII - 11' IET z w, SSN > w N I EMERGENCY I—MIN-1 IS REQUI-E AT THE PEFFIDN ME THE-111 H111HAFIE IMMEDIATELY AFLICCNT TI THE EXIST D E .. "Y' 2. THE E.E.Ell LCIFI. — — THE All"REM .1 FOOT CANDLE AT THE —ING EHMF— --IL— &� 2 15 IK SECTION IDE3,21 TR . ... . ... L '.. 1. 11MAIN UN 11IFT ILIN HlILl 00 C.FF'.. ('O RICH L—RO), DR I—E, I... a. PRONDE, 715 NGGUAES—N UF`ff6E -MIREMAXSCERE l SIGNACE, 5. 2 N"A" THICK —'l'CCIT-1- C—R CUNT O6UIIDINC FACING SHEET -A- LIFE SAFETY PLAN GATE.SH" ME AUG 2022 PPDJECf ND: E— 202 50- A200 SI/ C-SEFY, 3/A501 ' 7 ELECTRIC METER LOCATION N Ril'.tt ELECTRICAL PANELS RETURN AIR UNDER UNIT _O RAISED PLATFORM v — , . II HVAC L 10ff \ AV � I 104 b I n W1 3 1/2" WD. STUD ® 16" 0 C W/ R-11 ® I I INTERIOR. CAV'TY AND 1.5" ZIP SHEATHING I AND TAPE WITH CONTINUGHS INSULATION ON EXTERIOR. STORAGE SIVJ •I OPEN STORAGE 100 F 1 /A401 1 l x i Wi f LOAD BEARING WALL FOR ROOF FRAMING_ sroRAOEe III Rz VERTICAL METAL PANELS COLOR - AND FINISHES PER OWNER — STORAGE A 101 y III m W1� Wi. 9s` � ee Sb" JJr 58` 2/A501 ACTUAL PLAN FLOOR PLAN SALE: 3116" = 1'-0" GENERAL ND =�TE wox, xaEanx°E= aoN _ 3 I. 1p" ryROt+xnE o rE uMtt° MaNE1R r'aP MPYm s W°oa VmRlFcuwu T 5S §„F s tE r FFgI§fib. 8Y� i3y S YSF E€ $[ E I.T ,T xl I•�__.�:ta o .ems a_x rv¢w ��_ vEaim nu xcwiavern're�wm° IS° �VEFm usr —.1 o+'/ °a xFmE 1m°'o CJ Ct - nNxoNSiH!wupcq Mx� U r xo xnnavE couxoxEnis w nN oaornrr nxo rnar.,uL LL Z Uj O ^ w N a, LQL Liduse O O LNL. Z Z I. LD 1 d E—xxxa F p nFxs. °z J w o x P�N nMx n z 0 0 O E 3PE U' W N yy��0 ii GRAu GGJJe�h c CITY GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE DR ZONING ORDINANCE CITY APPROVED PLAN ALL TINEJPT ON THE JOB SITE AT „1, B,2D26 FLOOR PLAN BY: ARNOLDO RAMIREZ TSBPE: 1.3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN 6H DATE 11T No EASEMENTS OR PUBLIC RIGHT OF WAY. AUG 2022 PNaEcr Na ALL CHANGES MUST BE APPROVED. o PWN By 2025 V A201 IS CNEG(E?BY', 1/A401 1 PARAPeT WAI LI W/ To 1%2"-1'-O" SLOPE t r - so MIL TPo noNEFEo Root 4/A4C1 MTErel4 W/ R-xl ISO ORo, TYPICAL IrlsuLnnoN.� 1r 1/2"-1' O" SLOPE I T1w COLLCCTO �eox A o, -TW: CAIUEf 1/2" 1 O" SLOPE _i 41,0 I 0 CROOF PLAN SCALE: PLAN KP xoNINE oR x Am �.wuc A� o —1 rinUnc CITY OF GRAPEVINE ® [xrt slux O ncF psEm ucrrt THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT El il%hA GM # utu q+i4 WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANATO B —PT ON THE JOB SITE AT 0° aimuWtlGl� IIII I I I c, [uxc cxlo 11/19/2025 T moxce nP, , cennory ruxre Down BY:ARNOLD RAMIREZ TSBPE: 1.3898 BUILDING INSPECTION DIVISION: 0 wmaemox c wx.v RELEASE DOES NOT APPLY TO CONSTRUCTION IN Rcv rvmcs EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. ® s-c aT.F s�oam cr_ axo. �\ REFLECTED CEILING PLAN \� SCALE: 1/4"=1'-W PLAN U W , Z cn W w o d ~ � Q Opo� Z LU (� z O W I o Q z J � O (� zLU c xr E F U W N m V o �qh ROOF PLAN & REFLECTED CEILING PLAN onTe. AUGneer rvo. UG 2012 aPaEc Na oPAw„BY 2D25V A301 GENERAL WALL TYPE NOTES: BRALEDTO"s°ULnl°O BOVE GcRDSE OsNg5°TLIEG25sAo.CE �G ,a HE I ALL C / 6' P ° E L 'MOTH LL D D s. I(I(''�yL f� y� D El A w/O Er2 ALL s D es - ¢ WALLS yTy Ts NOT N A %_ O Tu HELP, N E u E n E s C Du. YY'' < o { ncE wHlEry eRlacE G. ao BACKER o0 T E R SEW ¢ W. CITING - 25 GE CITY OF GRAPEVINE J u %cEEOA O O vcFIND T THIS PAGE RELEASED FOR CONSTRUCTION - 6 c[ �rvE )¢sqL ° 0 aA T I U ION (MIN.) IN WALLS SURROUNpING s/e' sruo A ACNc ¢ a' v' ACTUALTTOVERALL LsAD71 Al TT IITA REv) a-,p IrvCHEs A RELEASE➢OESNOTAUTHORIZEANYWORKINCONFLICT DE - G NCENTER GDW A-ECTURG� FOP A E 'BRACE N H O i WITH THE BUILDING CODE OR ZONING ORDINANCE. WALL EA VE ELNG s CITY APPROVED PLANS TO BE KEPT ON THE JOB BITE AT a vROVTDE TWO GTJD.. f _NEmAnO (ANIT ETs) ON OVPOSTE ROES TAM" S1 :m 15 5 E] QA BAIT As GAUGESTUD GAUGE ALL 1!MEs. AccO cnuv N GI ') sCHCD 0 cA..n sDE OF E All NnD,H IaPRO WALLI, SE M -HIANI PAR71TION 1V19/2025 G. REALNG 9 PIPE PEKE K R WALLI- BEEN— A d 11 ql NER AS GOTTEDULLS X FOR LAR E / SEALANT ( PAL) LING BY:ARNOLD RAMIREZ TSBPE: IJ898 ��P CUT,,,,qq�� B `� / (..) / ND O n BIG BUILDING INSPECTION DIVISION' "c M N 'bDnET U. ADS w FAGH EDT s JA ENT I- PLEM. FIXTURES GAUGE RELEASE ODES NOT APE TO CONSTRUCTION IN �F--� / - M EASEMENTS OR PUBLIC RIGHT OF WAY. TALK A11111 FEE PIP - / T E WH E FUIff c G A OVERALL mDTH. /AOTA'X fG BA PIT sCH ALL CHANGES MUST BE APPROVED. ( ®.S Eu sup ro RE EN1 OREc D FALLENERS 0 . M % 6F44�" .APR 11/Y nR CONTACT w WAIL �FT 3U /tl sR YD whN WHERE END Or BAn��G FRE RATING NorvL f / AN nG (rvP,) so C. SEALING ¢ PIPE PENETRATICH Iry URIWATU, Ef. - .+u�eu\'�`. N01E: THE PALL BRACING GETAIL SSHRECUIRED GULr WHERE WALL PARDION EXCEEDS FOR Gn[j`A[;j ""� KNOT. M TM U N SMALL `N5U cRTE-0" :0 N SMS °R ELOOR DECK Is WITHIN 15' hFf.. / A HAS OPTIONUP TO DECK PIPE SIR TO HIOVENT IBRNGT CTW/WL o E W/ NA N DR Gores sFIBE (U eAL w/ FIRE EXTINGUISHER CABINET (TYP.) 3 WALL TYPE 13 s ED H U TTIE FREsmP SYSTEM ¢ A=Eo SCALE: 3/4"=t'-0- SCALE: 3f4"= Exp SEAR scREws woos). o N TO FIRE-R E p SN UFERPEno CULAR KNC OSLFP N EA II F NOTE: Fl AIES WA PART IGH PERPEND LULAR AND v 3 O NgALLEL AGAIN T SF n, PA ALLEL A T STEEL DECKS ANv cvN:RETE vE 5 1 I16' 1R RADNGs STEEL LEND AN CONCRETE OE TOT F HOUR RATINGS GF UGF WALL TO D TED U SSEMBLT AFF WALL T ASEE I F C I,1HW-D E ION LLWIDTI�^NHW REss ON d3AIUAL NO r I10\ORE N 0 % 5 0\0 5 f'IP r Rrt THAN I/f PAC W/ JON NMPOUND Hm T iE MAX O N SPA I, cE AND ° F O STUS nNO 1C OTC. EOu PMENT ETC. ¢ WALLSRASR FOR PEDi TREATED W000 BLOCK NG FOR CAEEWOPK- \N S W F SLID GAL m N / ' NA OFG TME SOUND GE U n A'CND BATT 6'xe'eb n LP G V nTn r NO A /() ,CK ACTUAL OKENALI TM ®AUN�GLEs 6E N0 I/2. vnDTH_ h DEEP AN HFA 5 % PAN DELK. % NOTES '2 a / 9P 0'Oc O n h GE a / GPEN HRACE O n 25 6G O.GE CLE A GI£ E H SRACE n . I / L E N NO 1 1"1 SOUN BRIDGE TAPENA AT ABOVE E.L.T. L CNJ L- WDIH. �"' X E A E LEI NG Ci OVGATTERALL WIDTHL 1 C LIG AS 6LHED ) . INCHES 111 CEJNG As GCH-D ' UO NCINCHES 6 - s SCHEDULED o Is O sivo SPA _ - G. "-�—s6 D `DrnPAs scnEDuleD ¢ One ..16 GC. AUGE 6 GAUGE YFRS 6/9" mE %GDW2—'IF_1�1FcDw U BILL G ESGAULL WaFA t—r sREOu RED PER11 R ODIPED PER 2-ESI sNO c D AtTE. e As -Tti ovERALL mDTr. !s"AS CH TTE N snTr - tifRUL WIDTH: 7-1; MAX SBAGIND Y CH 6 FASTENERS ®Z 0SPACING EGALLES N D w'THIN s" OF THE END OF WALLS rz HOUR U. AR AND WITHIN 6' IF THECEND MAXOF WAILS IFNI IEALANTE AS SCHEDULED AnoN HEOUL£0 1. HOUR TIRE $EPARATGN WALLUu NE SJa WALL LLL E EPAR LUOR NOTE - C s/s" Sn .I ISH F 11 RES .11 A s/s" sn s 0 WALL EXCEEDS 20 UNSUPPORTED E£WT. ES ATH. & LL EXCEEosgrzO' L'STAPOFTES _I WALL TYPE #5 ��-f\ WALL TYPE #2 5 SCALE: 3 4" = i'-0" FINAL EEi DEcws auolcoN UN sriEs/bNciln FAEDRnTEOEPiaGnori ,/6' 1wE x ON ND1E: NcrvF P.E RATED cwnsE WALL Awnnoiv. s - NOT I' alE - DTE s1D DTH a %' NOTE A. P Rn N N R nn N muDTEe DRUG TO ASSEMBLY'CUM RAn O SOUK GBATT" 5 GAUGE EXACTLY ITTE SAME AS A F—ACTUS PAvTHER ASONs HIT Is NITO %nAON R oTEUN P NUS ON OR O SNACK PAR ILL E NU AB E ZSU GAUGE ONT RUN TRASH PER LLL PER pH D AND\OR EITEEN50N IIN NO 0CIAH IS C-16—CA RACE ¢48' �ASSE. W AG\GR"01" WTMLjC< L � DDIT RUNNER o 0 n HSRaLL WITH COM RESSION AN\OR EX1EN90N _ _ H �J���SS ON aN o0R E%rEN510N % NC WB FASTCNCRs ®2 D EN ¢ 2'-tl' O,C M %. MAX 1PAC Nc AND v F iH `SP N 0 W1P11N 6"vFA1HE '�^'^ I tMTHN 6 OF THE END O O W 3 46 END OF CL D OF WALLS \ T U GAUGE 6 EKS LP DEEP o-n GRAG'I )D /c<P EcP P WNITC EDI EI K a ® ANGLES W EACH N(7 o NI. is vnu rH. I T oar ABOVE ceL nc « - /6 { s DBRASI CP AGE GSTUD BRAD EILIN HED A O 1 O O 6 Is GA iu L E LE o EA.CN°GRACE ro - GATIF TaPE TAPE AND TI AIDS CELL LING— FL D- GETTING - /6' GDW GRACE ® AS, �' O: O CBLND ns'AHED-� CDLI G C ED I� C PC L N vE 1 GRACE ACTUALOV PALL WIDTH. SJB ITT CAW NOTE: WAB % GDW GOWNS TO HE wrl CO ] Y. INGHEs WATER TNT DW D e -_ 6 MT.. STUD 19 T,A. SURUR D FOR D GDW WALLS SEEING I l SCHEDULED p t6` O N CAUSE 5/6' APE x cow NIHLATEE SINS Gt GLEDULD.D EXPIRES FE r. IS SQIEWLES, xiuREs -a i�'P NOUNRI TT. 2-ly" SOUND ATTEND 4COnRBLFrO yt' D-k 6 D S UATICH RAI -A, 5 o TTENTRATION BALL As k S —STATION RAIT AS ) 1. INCHES L YCOTHI As ED PRUIED O C - D ED FASTENERS O.EASE MAXAD SCHEITLEDD DC. MAXSPACING 2 O" O.0 MAX.SPACING EN AFK0 MAX AND AHTHI 6 END OF WALLS FEE END OF WALLS SN F THE END 'VATLE ED LED sHEDuISD Anw6: npnE WO "�k- - uIED ARE RanwL NDNE .AT IE'LAIN HF '�F�isnsaooRT PONT FNST FLooaT FrRER NNoo LUOR R NOTE, FIT PALL fiRaLING DCTAIL 15 REOURED ONLT WHERE A 15/B' STUD WALL EXCEEDS "TEE nt[ uvuL GRACING DETAIL IS RCOUIRFA ONLr WHERE A } i/S' sruo WALL EXCEEU6 'FIBER IS uN5TBE0RT=U vERr. SPAN URA 6" Sr ENLEF•D1 211 UNSUPPORED vE 6 STup wqu ExCXE 2D IFNSUPPORrm vERi. SPAN, & FIBER SPAN.&& EITHFR F%cEEOS 6'-e" noR.z. sr AN ExCEEGG 6 -6 NORIL SPAN. ALL 0 ALL LL 7. seaLE: FE-07 -scnie 3TYPl' " 10 SCALE: 7ta^PE'-o°' U Lu LL Z F' Z L) LLLL o 0 W LU 0 0 U tU w LI Z LLI �1 Ev o�m WALL TYPES DATE. AUG 222 JIB PPOJECT NO: 1. DwWNer. D25V A400 OHECKE]BV', FLASHING DETAIL 5 SCALE: 1 in"wz CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE pDES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 11119/2025 BY: ARNOLDO RAMIREZ TSBPE: 1.3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. 3/A4D1 PR FINISH METAL 1,FF1PF7 �1� COPING TPC ROOFING OVER Y FIRE RETARDANT 3/4" ILYWOOD SHEATHING ON WU STUD FRAMING • TPC ROOF SYSTEM OVER j II� R-30 RIDGED INSULATION T F 3 1/2' WD. STJD 0 15" O.0 W/ R-11 9 INTERIOR CAMP' AND 1,5' ZIP SHEATHING AND TAPE WITH CONTINDOLS INSUA¶GN 2#S WD, RAFF7RS SLOPED CLG. HEIGHT J REFER A601 R-11 BAIT INSULATION TYR. 5/8' TYPE %' GYP. BIRD III —N. DETAIL @ CONDUCTOR HEAD 4 SCALE: i t/r = VT DETAIL @PARAPET SOALE:1 i/2'=1'Q" BO MLL 70 A INER D RNIa MAiFRLN. Wj �- iwwe., �wr�, �uw,ria �. �r nc N-]e 50 11 IN511LATI@V.� �wwanun aws �1T'."FARAP T.G17 PARAPET MAF 7'IN DIONR \� BUILDING SECTION 2 SCALE: 3f8'' F.D. P T.O. PARAPET 9' 1' T:O. PLATE vs^ aP1=xrN..xwc µc ':P°unwconm+no�s FOUNDATION AND CONCRETE 0'-0" O SLAB RE: STRUCT. DWGS. FIN FLOOR { FINISH H FLOOR •a, '�'• •< /„\ WALL SECTION SCALE 3/4"=1'-0" �P,✓Tv1ISYo Mn. UHMS slue, T.C, PARAPET T.D. PLATE / �5torta¢ faoM—� P0.mFt5�LGq.Im4EpM >Iq {1MIER .NT B[YdN6 —� �I 1. .-, . ' - � FIN P. BUILDING SECTION SCALE: i2'= 1'd" a \ems �ePo, SeR�u� J J_ U w LL Z fA W uJ w O /CL Do ❑ 0 /LLB. LL LLf O 1 LU °z O W z BUILDING SECTIONS & DETAILS oAT[. AUG 2( PRae�TNa ow,WNe.. 0250 A401 cI�cKEJ �', -- --_ ---- Rwn. 4 SOUTH ELEVATION SCALE: 1/4- i'A" .cnk CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE ODES NOT AUTHORIZE ANY WORK IN CONFLICT WITH TTE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPTON THE JOB SITE AT ALL nMEs. 11/19/2025 BY: ARNOLDO RAMIREZ TSSPE: 1.3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. e a.�nwn --- - ---- ----- --- -- ---- NORTH ELEVATION `D SCALE: 1/4"-".. os N— Oo s o s PPEw O ; NN[cMnoN. �' . N.Ea rax iwwPwu uw sflMcf E 4�J, E B E E ew aan�� El 2 s. EA37EL7ATION GWEST ELEVATION 1 SCALE: 1r4• = 1'-O" §„F-a s€ i F-s e�ee 'e $�'eFBEEc�`F G U w LL W W Z W 0 0 6 o�m n��uc sm EXTERIOR ELEVATIONS onTe, sneer no AUG 2022 PPNE Na —Sy 2025V A501 —BY, CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WRH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TMES. 11/19/2025 BY: ARNOLDO RAMIREZ TSBPE: 1.3398 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. { \ TYPE "D4" 1 3/4'. SOLID CORE WD. DOOR CDOOR ELEVATIONS SCALE: NITS `g 'Li--�—mow 1-1- nT — oT wlxoow. —1 �� wxUc+�i MrcR xF.1 eus x1srsrarvc0 20 r�u-uxirvjrvwwPvmams�x(rcl. urn sxoxw us Isu rusxirvcl i,ltsus ov[n wINq�Wx'slnlunox rqu,t ex(JAJ eus iNQ - MD ww NFiu_ t T Nc ROOM FINISH SCHEDULE ROOM NAME FLOOR BASE WALL- CEILING REMARKS m"1 NNm 0 OW OtiwEO �m Ew Otj �. O 3¢ K m i a a K O¢ a o=W. NOTE: OWNER TO SELECTALL FINAL C 5'I. a eQi X¢ U 4 e� 0 q COLORS AND FINISHES 100 OPEN STORAGE • O ^ • • • 101 STORAGE • • • • �• 102 STORAGEB I•I • I•I 03 STORAGE C • • 1 1, AN ROOM 106 HVAC I•I • • I•I II III DOOR SCHEDULE 0 O rc K DOOR SIZE z� � o a o 01 100 3'4"xT-0"x 1314" • WO D1 • • • #1 • • 02 101 Y'W T'-Y' 1314" • WD D1 - - #3 -_-_—_ 03 102 3'-0" x ]'-D" rc 1 3l4" • WO O1 • #3 • 04 103 3' O" x TO" x 1 314" • WD D1 _ • #3 •_ 05 IN N-O"xT-O"x 13l4" •WD D1 #3 •___ 06 105 3'-0" X TO" X 1 3l4" • _•_ WD D1 • #2 REMARKS PAP T SCHEDULE: DOORS: PAINT MTL DOORS TO MATCH ADJACENT MATERIALAND. DOORS STAINED AS SELECTED BY OWNER. FRAMES: PAINT TO MATCH ADJACENT MATERIAL - STOREFRONT FRAMES TO BE ANODIZED ALUMINUM EXTERIOR WELDED STEEL FRAMES -FIELD PAINTED COLOR -ANODIZED ALUMINUM INTERIOR STEEL FRAMES - FIELD PAINTED COLOR - ANODIZED ALUMINUM IINTERIOR HOLLOW METAL FRAMES -KNOCKDOWN TYPEIFIELD PAINTED ANODIZED ALUMINUM HARDWARE: BUTT HINGES: (3) PAIR -IVES 5�KNUCKLE- ANODIZED ALUMINUM FINISH DOOR HARDWARE SETS: ALLEGION, ASSA ABLOV, DORMA, HAGER, SARGENT, SCHLAGE, YALE #1 ENTRYLOCK SET -KEYED #2 PASSAGE SET #3 PRIVATE LOCK SET -KEYED ME ERGENCY LOCK/RELEASE SET (RIM TYPE PUSH PAD) -ALL TO BE T.A.S. ACCEPTABLE #5 STORE ROOM LOCK SET- KEYED #0 PUSH/PULL WI KICKPLATE/ DEAD BOLT THUMB LATCH #T PUSH BUTTON ACCESS CODE, EMERGENCY LOCKIRELEASE SET (PUSH PAD) CLOSER: DORMA #8600 SERIES THRESHOLD: NATIONAL GUARD PRODUCTS #896HD (US-15) WFATHERSTRP: PEMKO nOl AV BULB WEATHERSTRIP (HEADER A JAMB SIDES) DOOR TOP DRIP CAP: PENKO #346 - COLOR - ANODIZED ALUMINUM WINDOW SCHEDULE WINDOW TYPE WINDOW SIZE FRAME JAMB DETAIL SILL DETAIL REMARKS W1 T-0"X4'-D" ALUM. I° INSULATED GLASS W110%GREY TNT TYPICAL WINDOW FRAMING �I TYPICAL WINDOBIBBW FLASHING - FIXED INSULATED LOW E- GLASS. REFER: STOREFRONTFRAMES WITHERMALBREAK,COLOR -ANODIZED ALUM. 2 SCALE:N I SCAL : G.C. SHALL PROVIDE(WINDOW TREATMENTS) AT ALL WINDOWS, REF. SPECS. :y 4�: Pa =e a 8g'z'g a;€E2p cgg s�p e.tiTsa J) J J_ U w LL Z U ROOK DOOR & WINDOW SCHEDULE 0A1E. $ xL 11 AUG 2022 PPaEcr Na 2D25- A701 OPAWN 3v. CXEG(�BY', HATCH PATTERNS REFERENCE SYMBOLS LEGEND GGNGR —T.1D.s EL LEVEL ELEVATION MAsarvxr ® ParsTYRENE • ?/\. SPOT ELEVATION WOOD E%ISTNG STEEL ❑ DEMO OETALISEOTiOx DESIGNATION ➢FTAII. I SECTION REFERENCE CUT RIG®msuuncn GRAVEL PAyyPAL PLAN OR PLAN ��••// U�TAIL REFERENCE GPATING ❑ ORDER — — J I ELEVATION REFERENCE 6S.t0 v>"1ulTlYx'k't^�\k LOAD BEARING WOOD WALL WOOD SHEAR WALL SYMBOLIC LINEWORK SHEET LIST o.8 SHEET rvuwBER rSKEET NAME 54 o-�s s N�uG. 0 aresl�orvcRETE Jx RE 1TggESTNa No 51.H IONANG FRAMING ��, NOA N `TYPIIaLO 11 ABBREVIATION LEGEND EBEDBE <oG RTIGAL cDIG� =GRETEINSTIIUTE LONGLINGEUDINAL AFF asc AscE Rll AROVEFINISHEOZOOR G.ICAN INSTIPJTE OF STEEL GTRUCTNN IRON AND STEELINSTRLITE TEPNATE.ENT AR' AMERIcaNsocl IY GF CNILExGINEERs UGH LING SIDE H—M ISV LONG SIDE VERTICAL TWO LIGHTWEDICDNCRETE _ �rory MECH MECHPNICAL NE MANU=ACNRER I®' u .G B BM MnEEAA"soc1ETT FOR TESTWG FWO AMERICAN WELOINGSOC BELOW FINISHED FLOOR IETY BEAM IN MINIMUM MISC MIBCELLPoYEOUS MEII ME]ZANNE MTL METAL NC NOTIN _IT BIG BOTTOM OF STEEL (� .,Z, „anE D; B L) BGOG BEARING NWC NORMAL WEIGrRCONcftEIE GC ON U BTVN BREIwEEN CENTEP MET oD ®RENH CANTILEVER cAs111PLACE N. PA- TLAT. FA—PN "y F GES CDRNOIDOFTENOONB CINE W cGMROL JawT GJF COMRETE JONTPENETRATION CAs��NBTN.I.sTRESSED Pcl ETE PE F ONALENMEEEH w W CUR CMU .LEAK GOxcRETE MASONRY UNR pEMB REG AL '� �' FRAMING xi C'-T1F FORMED METAL ENTR N PI U COaO -1 CGM CONCRETE REINFORcmGsrEEL NSTTNIE PLATE PLF PER UNEAR FOOT POY POUNDS PER L. FGGT - POUNGS FER SWAREFOOT Psl RSWAPE INCH 910NINO n, .A DLL DIM EA DIANTICK DEADL BAAO ANC HOR BETAL OIN'ENBION EACHLETEE PTI NINGN.— DRY Rw. RAF SSFLOOR = NEW EI= UUTONAND FINISH SYSTEM mT UGH OPENING R0.—UNT ` 0 p - ELs ELEVATION SO —CAL FiEcmlcAI BORED sCLN PEGULE C Q W aC EOUN EQUAL aENr sHZY ODRILL scREw sTANGARomG RAL ENGmEER GEGR B;IaN EXIST FABR a AroR -N LRAINAEG s RR GIP M sMILAR sTEELJGmrmsmLrre -------- = FF FSP FINISHOED FLOOR EAL R FACTORY—' PLASTIC FAR— G —GE EKED NB 3TI.F STI sFENER FY GA FOOT DVERIFTIT YEIL.mENGTH STL STEEL sHREARWALL 1. TOPAN09OTTOM - GALV GGGENERAL WLVAN¢ED7. NERAL CONTRACTOR TOP 01 BEAN TO TRANSFER G0.UMR TRK TNIGKNFSS GER GW R96 GEOTECHNIGALENGINEEK OFREGORD. YOF PEM.BOARD EIGHOiV oLL sTRucNRALSECTION TDC TOP OF CONCRETE TOP OF FOOTWG TOGB TOP OFGRADEBE ` E ' $� Th -------` H TOM TOP OF MABONRYAM I I HIP HEADED —ANCHOR MER—DRALBULDII—E TOP AVNc myAALL D IN'. INSIDE DwrnETER Ory TOS TOP OF STEEL TO SG TOPOFSTRUCTURALCGNORETE CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION S?`. o_'ry ' ER Iso NTERORT sDaTOR TOW TOP IF WALL TRANS TRANSVERSE T8S MFERATUREANDSHRINKAGE RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. -oAlrl.flBE cy;,.(�c_ R INVERTFOTEE CITY APPROVED PLANS rn f)KfET ON THE JOB SITE AT I AL p� JST GIST IL TMOERW HERS LABORATORIES ALL TLMES. CTUPAL K NSI NIP HOWPOUNDgI FOR SQUARE NCH UNo EssN NOTED OTHERWISE VERTICAL 1111912025 BY: ARNOLDO RAMIREZ TSBPE: I.3898 MIIIINMLNo. RE LS KIPSPERSQUAREFOOT LENGtH TErvsgn DEVELOPMEnTLENGTH I.R. WERT UN GE W WNTH PINT WP WORK P WWI WELDEDWRE—. BUILDING NSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN HT EASEMENTS OR PUBLIC RIGOF WAY. FzA GENERAL INFO LL INELGAD ALL CHANGES MUST BE APPROVED. 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F CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION .. ... .... . . .. RELEASE ODES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PI AN� PF — ON THE JOB SITE AT ALL TIMES. 11119/2025 STF—J— E GINEERING T8PE F —E—MNo. BY: ARNOLDO RAMIREZ TSBPE: 1.3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. 121111 SPECIAL INSPECTIONS m ALL CHANGES MUST BE APPROVED. 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REF TYP DETAIL FOR / FOUNDATION (7/S3.02) —: �/ RETAINING WALL, REF CIVIL AND TYP DETAIL (1/S3.03) PAVILION STRUCTURE BY OTHERS SAND PIT, REF TYP RETAINING WALL DETAILS ON S3.04 SHADE STRUCTURE SHADE BY OTHERS STRUCTURE BY SHIPPING CONTAINER ((LL 9 OTHERS STRUCTURE, REF CIVIL FOR SIZE. REF TYP DETAIL FOR ❑ FOUNDATIODN „ SAND PIT, REF TYP . _ RETAINING WALL STORAGE STRUCTURE, DETAILS ON S3,04 REF S1.11. PAVILION CONE STRUCTURES, SHADE STRUCTURE STRUCTURE BY REF TYP DETAIL FOR BY OTHERS OTHERS FOUNDATION ON RA— P E S3.04 O nSITE PLAN OVERALL scALE CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. BY: ARNOLDO RAMIREZ TSBPE: 1-399S BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. WORLD �W c: c: EAR. CTURAL rzy ENGINEERING 1C TEI'E FIRM aEGisraATION N. OVERALL SITE PLAN S1.10 STORAGE FLOOR FRAMING J g15' T1 H ADER —OF I( Al _ � � �zxA Ai 2a'oc 4.) 8B:0 STORAGE ROOF FRAMING J3155 t V 1Ta ovcorvcREiE RGCR. reE=clvlL REFERTOgxcHRECNRAL INtAWINCs FOa EXACT LOCAnONs AND OIMENGIONs OFALL ODOR s. PPCMNGs, =LWR DROxs, ROORSLOPES, ANO FLOOR OEPREssIONs RovVVES E IFIFD Ran DOwIU AT EACH END OF vrowsnEuxwgttis PEc snEAP Watt REF RTOWRUMIIII1.R-IFMMMSZNGAND L BFA M RE LOaD BEARINGwAIL FOL OPACH RE T EA—--R SlIMULES. i PLL tECTUML ORAw xGa. s FEROALDRAWNIN.OALS.IRRAFTANDFRESLO TCN NGREW REMEM6 NOTSNOVJN ON DPAWNGS FOP ELEVPTIONS OF ROOF-PANNG. PRPAGN i00E NSTALLED PER GSHEML NOTES ANDTYPICALDET... 3 OF.R'0 TO _TU s Daaa G FSRANO�'oaaAiIONSPND OIMENSWNSOFALL DOOR OEPREssIONs. n LOi,FO_' O_ AT'0, END 0' OO RHEgRwALIs. REv FH_wALL RE�ERTOSTRUCTURAL NOTES AND TYYOAL OETPILG FOP— FRANINGOF SRES, SPACING NiD 6. '" SO ARCH FOR SLOPE OF ROOF, REFER TO TVP O-ILS FOR CONNECTION OFRT ROOF JOISTS T. FAO PFgRNG wALLs. FFMRTOTYNCALOETAILS FOR SEAMIHEADERH—E0ULE5. TRACTOR TO VERIFY ALL DIMSNSIONS YVRH A—ITECTURALDRAWNGS. CAL REFFRTO56.VPI=RAMINc DETAILS. Tn PEFERTONYCHX%OPAWWilc F W000L_U AILDf:AFT ANP FrRE uOu(NGIREMENTs. NOT_MLOM STRU CTUPAL DMW FOR NGSNETA Is W ORLD,� I Q W d C -- fjA— CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION_O_W�eER� ("i:- EDOES NOT AUTHORIZE ANY WORK IN CONFLICT �STEASF1 WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVEO PLANS OBEf{EPT ON THE J0991TE AT A mz5 Ln 1111912025 YG—FRF1. uc RElis,RATION No. Fz+ms SY:ARNOLDO RAMIREZ TS13PE: 1.3898 BUILDING INSPECTION DIVISION: STORAGE RELEASE DOES NOT APPLY TO CONSTRUCTION IN STRUCTURE EASEMENTS OR PUBLIC RIGHT OF WAY. FOUNDATION AND FRAMING CHANGES MUST BE APPROVED. S1.11 ,I INALL - bbb I REF rv� °��saolN'—�� �� TYPICAL INTERIOR RIBBED SOG 10 Ng— CTYPICAL RIBBED SOG INTERIOR BEAM AT WALL No NDALE N pLEco aLliD;o "°N%TEnC \ o. euuDNCPEAILY -a,1rn conwElE—LAT. — d —AY LOGE — R B,ECIFICAT IE \ § s'iE0 .- II I I I I II III T_ f- I 1 ;II II Ili II I�IiI I ZOTEs U NcsgNoosPosE oa sTOCN-PLEoN IANDscgPEgREq4, cAVATE IsilNG solLS To 6'-0"Mery WISHED BurtDINGPADELEVATON 3. PROOFaOLL Cg0.1RY AND COrt PgCT FjIPo5E03U"'A"PER"Y"PgO PREPgRATIONN". sELEC'.I uvEa qs A S."TTE RIE HE Rqo GR ENEATH FUTURE 0 N 1E i FILL IAVEa. 6. ZN DN4LN_.T lT BE AEauA DPTO Eu iNq PAD ELEVATON REFER YG C V L FOR ALL GRAD NG R_AEN TYPICAL SLAB ON GRADE SECTION THROUGH BUILDING uN69CAL=_ RIaRNN TNNq.1� — SN�RAL NOTES �� \ ONTROTPIATE. SCNry REF GENERALNOTES SACNo rniEf -ALL R TARCH—� MENT �I 1� SLAB EINF REF W �I,� IIII�Iyy — REF PACNRRIER,E N4 AT 15— 2L F 1-IN X U cr V TYPICAL RIBBED SOG PERIMETER 3 NaNSALE / _ unRSFq 79gH, REFC NL PIN GRApE� Tll PLAN i C: P: ^ L1ll I I I I —::A D I I I I I_,111 i LI l� I w 11—lli i i I I ( // 4W —III L -- // of O III— BELO LU LWE INFLU r _----_N— g �� ��� 0 TYPICAL SLA61zADE UTILITY TRENCH DETAIL rao3aALE S WAP .'I\F CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION ER' RELEASE DOES NOT ALTI'NORIZE Aryy WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JGA SITE AT 1R�9 1 y 21125 ALL TIMES. 1111912025 � NEEJR TqUNINGRAALG aEgiRiugiiDN No. BY: ARNOLDO RAMIREZ TSBPE: 1.3808 BUILDING INSPECTION DIVISION: F zzeoe RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. TYPICAL FOUNDATION DETAILS ALL CHANGES MUST BE APPROVED. _ S3.01 NOTES: I VAPORRETARDERNOTSHOWN. PLACE DIRESTI BELOW BLAB WHERE PLUDINS ER Eo PLAN FOR TH NESBO sLABa pgEOVIRm REINFpRCNG. LL NOT EYSEE015'-0"OC FOR S"THIGH BLPBB g31B-0"00 O BNw NTDRKER THAN 5'. 4 BotsTEgs- DMENT SHALLBECNAIRFD BY BOIL EIPPORTFD SLAB B AT CON"NOT101 JOINTS PgOVI0E5AWclR&as SOON As SLAB M ANLETO WUrt ORT WEIOHTOF W'tlRNERSANO EOUIPMBJT WRHOUT DAMAC£, BUT Ii. LONOISTNNC —ICTION METHOD SHALL BE US. IN PLAONO OONCRETE, T M MELE SHOULD BEOF FOUR ALONED AND SUPPOSTED 50 THEY REMAIN PARALLEL ND VERTICAL. e. povloE clasSeuAPs I�cEB NTwRUNJHENaRcwa BARSN CENTERLNEE. IIB'gAOIUST OIEDE L �CONCSIAB RE NF E TYP j PREPARET vrELs RH one ErND CAPPED. 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P CABLE TOP IF IN HOT ZONTAL JOINTS --�WIERIS sELNpwATREMnpsE OPF .5 4 E LCOMROL NE m v - TOHEN NO N N-Jowl DRAMaf snoNry saMFis HNO WINGS RE I A I'llOETnLsHALLN SBELDW GNACE OR 5 HOR117ALI _ ARHC DRAW NI0 ENBroNB ITgT1IV, WALLTN PRE3 S,AA, SroN NOTES A. CONTRACTOR1. SHALL AM PPP WALL H RCONSTRUCTIONJ T TH PRE ORlTHo ..NOTE 9 0 ETG N I AWNSANONTHE 2 OSTRACo TION,LA V TICAL R WITH s-EPLK:E AT B- T.le usE Na O THB OEPANI M1 DOES NOT APPLTAT SHEAR WALLS, HWAIL ClttE6s.. TYPICAL HORIZONTAL CONSTRUCTION TYPICAL VERTICAL CONTROL/ JOINT CONSTRUCTION JOINT \? j NOBpALE 0 npspALE GpL1 li1"x19"x I'L"EM EO TIE ,L-OWxBHSANDTEB cONigwE0.sTqucrvRE 'El 111 6Y OTHERS.. PAVINCNFNADRING I CONM —N TO MEN BY - __ MFR `GONT N-NIOPAND BOT NCBOT T� NOTES.. cODRDGATE TOP OF FOUNDAIDN WIT! co MM1 Dorw s Au u M.NBELOW B. cpoHONa MCI ImIGW crylts iE PLAry P.No cprviq VIER CUT HHT .plwcE-O�TINGALL INORgEABEPLITHAOF Y.TINp SNE-IREp TO Mg VITA N SOn D-Op moTry G AT gf Ba WBRApE 6. WHERECPNTUAINER STRUCNRE EXPENDS BELOOV PAVNGTPROVroE 3_SDRGR0UT FYiTOMT6P OF FOOTMGTO NDENON N AN NFRUNG, e.=1FIALL TO pCATI0N0 EMBEDS. IUAN>MITY F BEDS AND AHTYCi ENTTO EMBEDSBYMFN. TYPICAL CONTAINER FOOTING NO SCA-E T NTS SHALL BE LOCATED AT IS'-p Dc R W ' ON LOCATONS PER NH.T BE USEWHERE WALLS SPAN IE AS LLDWB' AS O OWS: AS OWW MATCH SNE AND HOT AS TPER FE NF, � 6 i SHOWN 0 TYPICAL NOTCH IN FOOTING NO SCALE GRAF.'INE CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TMES. T1119i2025 BY: ARNOLDO RAMIREZ TSBPE: 14898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED, WORLD C: W C: c: Wo L 'W ++T 4.L'L.__,/i due ��tt R. CTURAL Ny ENGINEERING -.0 TBPE FIRM REGISTRATION N. TYPICAL FOUNDATION DETAILS S3.02 O'TiICK II11 TIIIIII W AT O'OCVERT III_ — EACKN OEOTEciNIOaL W AT f2 oc NOu� �� REFANoIE RERSCbMMENDATIdVe. °RA -11 TO EG4TE ,. J`/// SILL AL fteP°RLFOR EDU EtED OMINAGE EEH IND G DNWEFP-FAT 4 / WALL MIN�PE FNA�L FAV / mAT fYOC STE WALLp�NTINoKG GIUDE aE.cvL� � z ,, TO TGI=aFRnnoTNG .. _. G °FE. lI11 1_II1 —I 7fl ll 1 —4 I II1T I =1 I DOWELi MATCH •�_. VERTIOALRENF Pa0vi0Esm YBAT 1z^Dc/ \�.�AT 12'pc CONT YS'Tm 2-f0' HEF1 NOTEk 'IF 10 CIVIL=oa TOP O=WALL ANUTOP OFFOOTINGELEVATDNS. DE IGNTI5 BN9Ep UNn OfiE E. 0ON CHID -°'-Ng TION ORAN9HALLBE INSTALLED. +. HANORHA NOT9NOWN. = OR OUIREMENT OFiANDRAt. REWEEDLONN SV MFR. TYPICAL RETAINING WALL DETAIL NO F Cn ASR'IN W A g5N. AMU9Tl 1.4 D OF OMU TYPICAL DUMPSTER WALL 4 Np 9�ALF 9111.0. TOFEL qEF PLAN �FfG RENF 1 S / � �I REF VLAN�I N'N � Mw f lI OTEs: aAnsHIE aHEss oFETHe Foolirvc °aW"`oac� m. E I NH COURSE Oui vic. °cMulwNEgEAPPLIcaeLE. + STEP. PROVIDE —CONTROL, 1.NTOATxFOO .NGSTEPWALL Ai TYPICAL FOOTING STEP NO.— NGTE9=Fl.TOP ANp EOT 6uaE \PROVDEREN11— L TWOGELLS,Tl I0V YPICAL DUMPSER ENCLOSURE GATE COLUMN TO CMU �O % oscAL=_ f —SmtlC ^TNCK I—ALWEGET -ON. EOTEtCO—Ruc CAL REPORTT ORySUaORNOEE PREPFRAT AN B° S. RAPT MN� OSNOT,�sS oa EaOETAt FOq pOWES ER CPP., SIM. - RGATE CONN TO GMU WALL. k �YYV�l� Y�Mlv4n,r�/V1NVWWV>l� x — k NOTE ITO § k I k S � } I "§ I REFCNIL(m'u'NtAXI ('3 TYPICAL DUMPSTER ENCLOSURE PLAN �Hss cOLREE PUW PROVppS�M00TH DETAIL M I�CMAU WALLRI'ONp PAVWG- T1P`00 E4 WAY, RE=cMa� i DA g', STD i00KAT EDGE ONC SIAS ON GRADE COM / 6 TYPICAL DUMPSTER WALL HSS COL URAP 11�E CITY OF�INE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUIMING CODE OR ZONING ORDINANCE CITY APPRovED PLANS TO BF KFPT ON THE — SITE AT ALLTMES. 1111912D25 BY: ARNOLDO RAMIREZ TSBPE: 1-8898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. !ORLO C J es � ETv R... R99' —82 A GNEEJRNG LRkLC L SPE FIRM N, .INTg _ NO. TYPICAL FOUNDATION DETAILS S3.03 TO mG,REFLNL LGNN TO ALL BY FWCE MPR P TJ� �PAVINO. RE�GML b 0.5 AT,o'00vFAT 7L d4.AT,P'OOHORZ BMMFLLLPER.GENEPAL —Eq NOTES e-vocwApx "aEAt� sANDcrt� I I I III--��-ILI I11 i I1I � ,- �I�III..III Ill��tll IIIIIII= 0o ELTO EI •� _ _OVDD, STo noon - O OG OONT pB AT DE -s NDrEa: :— tb T. 14LHGEL REFER TOCIVIL FORTOP Ol 1-1 A. TOP OF FOOTMG ELEVATIONS. ]. oE.,INT19848EDD ONAD NEo°OENortIONaFauNDATION-1. SHALL aE INSTP— TYPICAL RETAINING WALL DETAIL AT SAND PIT �% NDscALE DI TATE sIFE O= FGOTING WDH CONE MFR. FINAL— STALL BEpERMFR. Dry BV MFR J. FOOTINGSHALLaE2NINaELOWFlNPLGRPDE /D3 TYPICAL CONE FOOTING ".GOAD �` e•TNIDK •�" VING, qEF OIL i — -- R5AT10"OD VERT XA AT 1z Do HOR£ \ aLESHLPERGENERAL T ea ac uE�PHa�Ar-\\�\\ aH AT 1z Dc PNOPff� H Z I ICI J T—ll. 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L W RE MENTS ENRW q NRs CF7H /L/� 16 RENF WrtHB-1V AN. GT ETHER ORNOTWASH WATERS ET ART NN TEGAT ,x r .GET UNS OAC -A EE(c)A 55 OVIOE 3r13T ES AT TSAATTOPOFPER \ (sO41 1 MiFATHER OR 3�. LEs MeO 659K O/3N CONCPETE �` U d T As�STED ETAANE SHTO s BEG RATE p RE R MNTI-IF ATM TGO T.I,E T—N, .'. ES AT IR" TO c EATPONTOFPL N L. 4 E Y R ERPGOIIOLANSIF US } L FLY 4 NT—NOT E%OEE .1 BY WEGHT. THE MA M -— CNLOR OE ON carvcErviRAT ory NHMGENEG a 5 RETE Ou78 TO aP GAY$caNTRSLTEO FROA1ALL rvGREp ENTs �ALLN E 1ELMTSSPECFlEONALa1Bn5TABLF— UMP ENArte. A' ZO s'. CONFORM TowsTu. ASYs. cRAOE sa. RENFGRCING STEELsnAu. B. RE NFORC NO STEEL COVEPAOE SHALL SE a'GLPAR FROM SOEs, aoiiON AND T N ALLI To. MAry NcaaftnArvo. NF A S R KAGE coMPENSATNG ACENTs. ANO Ftu opT MPR N MTO Rqi uccoT. PR EZg E�YIS enUMSFlRENG FsoW Ps ps oETwMwEOSY P. iECP OF LIGHT POLE SMALL BE 10 TYPICAL LIGHT POLE FOUNDATION O SE&E B M bji em ELEVATION �e OHOR¢TOP T OTE Ail BE AT "'IT AN(MEsio TO ARGHSEOR ENA FOR REVEW_,C EVE IAYOUF 1-CMINT OF CONCRETE MA NVNN , C— FRONGNIERSEOT NGTAIIII-LETNF?NUMBFTHEBEAM g'AN .. "L TYPICAL HORIZONTAL OPENING IN FOUNDATION W ORLD,� I Q W d C P F. CMA— CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT aI WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANT BE rT ON THE J01B SITE AT A mn n 1111912025 ENCTOERRMFIuc RE RATIGN Mo, F SY: ARNOLDO RAMIREZ TSBPE: 1.3898 z+mO BUILDING INSPECTION DIVISION: TYPICAL RELEASE DOES NOT APPLY TO CONSTRUCTION IN FOUNDATION EASEMENTS OR PUBLIC RIGHT OF WAY. DETAILS ALL CHANGES MUST BE APPROVED. S3.05 km TENSION LAP SPLICE SCHEDULE FOR STEEL REINFORCING IN CMU BARSQE IAPSPLICELENGiR IINGHEeI � T 9 afi 5 66 0 T NEOL OR GRAD O NCPBFACNG. 2 TA&ILAT. IFNGTH 6 BY 5b°.e.c e TENSION LAP SPLICE SCHEDULE NO —LE L CORNER TE INTERSECTION INTERSI E NJNGcvJENO6JIDLrCE14 OAT ENO �VEATFENF sEFTvaoEFAMs WING WALL OTYPICAL CMU WALL INTERSECTIONS NOGCALE RE= TVPIGAL D oTAILE FOR STRUCTURENT'YP. �NOTE3 NOTES RT XI t-NOTE, TNAILAMPAETALLOPENINGB EXTERIOR NON-LOADBEARING CMU LINTELS CLEAR MNFORCNGREWREMENTSNNOMINALLIN E SECTION 0.J" Si6 R-p5 ]Op5 Spy -p5 ." xp5 2x5 2.M � 2tl5 BV 2b5 2x5 21t5 Spy RNS S$ 2pb 2Mb 2.P5 2.1s 2Nb $ N 6 NA A ,a$ sm IR �� NA zas. 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MINIMUM �c-3lpb PSI. ). .1 FOR RUNNING mND ONLv. p3 AT 1fi' t�I ORTARSCiGPAN aOMTTaNI b L I.NGM NPL "t�� fff JTH Pff-I PREc sT TYPICAL EXTERIOR NON-LOADBEARING CMU LINTELS NoscALE C REINFOIYCEMENT A�y�^.& ��vW�SLHEWLEG ONE BAR IN CELL i ONE BAR IN CELL- SPLICE DETAILS y\\—HEWLEDREFORCEMEMTERMINATSPLICE CONTINIII.UINCABOVE SPLICE NscHEDULEORSININFORCEMENT SI TWO BARS IN CELL ,{ i q If S TWO BARS IN CFI I - SPI .CE EDu EN EM NT NTN NCPSGVE SPLCE NNGTFs \�scsfouLPn �INFoacEMENTco MNui NGATSPLIGE I' BFRCAEsopECIIFEDCIDTPaEV NTIIoIFIJNAEINi1IOF,HEIaAFopaln� cloNsmUCTIDN cATETHE p, N7 a eEACOMAC'1 U,P SPLICE WRI SPLICED BAR -ALIGNED ALMLIFA TO THE WALL AB SHOWN. 3. RMUGT BE Nc0UI5ED PRIOR TO PPUI�CAEME TODFTFN PETAEM-NT TAiSA71 1- 1NTERFERENCEWIPTHDTHEPEMBIODDEDrtEMs F / ENE-'. `E AEA NOTfs- VEp REINFPRCNG— ANDSPACING, UNs REFTGTVPICALDETAILS. ABOVE All BELOW OPENINGS TOMATCHT'PICAL WALL RENFORCING. 3. RE REFLLRTOPLIMEL SCHEDULEdFPRR_IIFO> NG DETNLS AT LIM-LSOUROTNING3. eMENO ROOF WTHS AUGARO ACPHoaIASE INNS fOR STRA GT 46+45 aNO 1'c'FORLNIEL a WALL VERTICALCIONTROSIGINTSARE.NOTPERMmEDTO ExTEND Ac.ROSS LINTEL OR9CL VmE TANDA3DHOGrc WHERE_NTRGLJGINT''.R_STRAIGHTBAR b-_N=3T.ARIHD�AwNGSFGRSIz ANII-ATI.NSGF0GG2ANUWINDGW OENINGs. FERTo mEP D.¢Awwcs FOR ornER R_PUIREG o'ENINcs. -RWELL HEIGMSGREATER THAN'n'd"eE "GSUPPORTS PROVIDEAE OR SCHMULEJ e. NALL I— WHWREVER IS LARGER IN JAMBS. OTYPICAL OPENINGS AT CMU WALLS NOSCALE �\ TYPICAL CMU VERTICAL BAR PLACEMENT �J NGsca.E FENMG. R T to PRo D OG NLREFER G WAL T NOTES RWNG REN--FORCINGA'� JAMB OETAIL NGTEs, ROT 540YUNC TRA A.L7SUNR s �PNO PA, ,HFDEIALLOWT COR AGFHLRETSANG ENGMEEft GE APPROVAL" N DANCE WRH P P NCG MA_M B' G NW "GREATER THAN, NG W °"GTROAT GNE.—G,.G RGDF R p N IZMI F NA6 sH ST91l MR0UGN WALLS TMWRNEIN ERA AIT"AA LEPCH spEP 1. PW EINFPRCENEMTPNATCH 6. iONiRWJOIM Iry sONOBEAMTOALIGNWRHCONTRO4JO MSIN CMU WALL. TYPICAL CMU WALL VERTICAL CONTROL JOINTS 3 NOTE .OROL (( . p 4aau 1NkPCPT9 sPECIFOATND G.OKM'SI FOR O'GMU 77 INNDeEW GEG -- BaNDSEAM ON OTYPICAL MASONRY BOND BEAM W— �REBONRVVENEER. REFARCH ELI-LGOSCHEO L �,m MAx LOOSE LINTEL SCHEDULE oENINGwpTH LNTELSIZE UNDER 6,0" LSA,2xf16 LLV NOTES: ,. RE-ENTO MCI DRAWNGS FOR III AND LOCATION OF OPENsiALL eE TIED FOR R c NNGITIR M NASGNRT Has A Al' VEF.O. EOUNEO STRENGTH TO SUPPORT TS OWN Au LINTEL —FALL sE-IOT DIPPED GAvaNI:ED. 5. PROVOEs'MWBEARINCLENGTN AT EACH END.OF ANGLE � TYPICAL STEEL LOOSE LINTEL 9 SUPPORTING BRICK NO SCALE pE'I FSCryED I 9GHEA.T REI—ROWENT TYPICAL BOND BEAM E!,� AT WALL INTERSECTION 7) NOSGLE )*RAPh)IN CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANET TO T jFPT ON THE J09 SITE AT 11119/2D25 BY: ARNOLDO RAMIREZ TS13PE: 1.3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. r - I Q LU -191ft BE' m25 G FIRST YSERFI. ­LLC TYPICAL CMU DETAILS S4.01 FRAMING NAILING SCHEDULE CONNECTION IF .,INS JOISTTOSIL GIRDER TOENAIL S-Se ME N.N ROo-iRUss TORPLATE SMFR SYTRUSSMFR LEVEL WA,.EEARNGWPLLS GIST TOENALL NO 2-Sc F: R1oft 1NTLAWR DOU&E TOPPIATE N 5AT30C sNos ttPEA Eno �R LOST OR BLOCKING ENAI E 16tl�16"OC FEE PIANNETAILs� �ISTAGC AEREoI / ATE To sTUOE ND rvnIL 2-t� TOENAILOF END NAIL 18tlmP-1Ea UO�gTO ES �PLA HACENAI iBtl®IB"oc - - OU&EYOP PLATE =ACENAI ie1'4IB"DD ooP P-6,l.Ws. ANOIMERgDTO,NB =ACENAI I - - sL LEVEL _Q'S. Ps4",.D GENIN000SHFAOE11TNOPECES ALONG EA EDGE fatl'®16"ED J LEIHND III. To PLATE TOENAIL NDTF-s. I.RTNUOUS HEADER TO STUD TOENAIL - NGJasit3.LAPSDVERPNxJJTwNS .ACENAI 3tm 1 REFERTO'W000-MMINGNOTES'BECTIDN OFSIRUCNRALIDECI>ICATONS FDRCONDITDNS FLOORTRUSSTOPLATE BV 1RUS911 SY TRUGS MEN 2 PEfER TO �xODo anMmNcNoTEs55ECTI0N OF STRUCTURAL SPECIFIDANDN$FOP MATERIALArvO BUILTUP CORNER STUDS ALONG FACF 1,U9."DC LUMBER GRADE uswc Dao 3. NONEEARING WALLB SHALL BE sad®IB'OG-FOR WNLBTKLER THAN II'd'PRONDE LB®iB'OG T aS TOGER 1.911 OO sHEWVWALLs sBPllBED ORDANCEWRN s:.HEOUIE ASOVE RNDCASESHNi NOtEB eUILTUv GIRDER AND BEAHcs A 2 AU EN 5 SRICES < 16H _ WS ttP CAL WALL REO RFD UNOON PLMI. DL 11 TO ALL TSVL�E PPIATES.WR'R LN S S OF141FRUDIII OOD SHEARPNNFISTOSEARNGPIATES -ACENAI 1S 10tlTbB 6. sCHEWLE SHO gRUCTVRALSHEAR WALLS. TYPICAL NAILING SCHEDULE _ TYPICAL LOAD BEARING WALL SCHEDULE _ %3� TYPICAL TOP PLATE SPLICE 20 WSSALS ` J NOSCALE cl! NO GeN.E R. o mcH AT EN0.5 Mws LUMBER OR TOP PL of To,F, BR,eL"AM eeFAus M DMN -WGAIDE AT B.tOR KJ"STPAPC SOMA% MAX �i ��MPX u e Q l_ CS Ax TIIF ATESO TDa PLA ±Ir'' ee I I B IIr D I I w o a DUET _ l �� a aLiDLE 99 sraMN DMIn �vcTER, JOGT DReEwa "' SaW ELEVATION NotEs. I_ -YTI Ea sICE YEiAOC l MA -onlBEAM DRILL NDAT ROLE OR STUDPiOi 11 RAP d ,GS -� 'O_ PREDRaL tyORNFRq OpNDORitHES. NOTE N NET UTL OIL RE I NOTCH MAY OccuE D0. BODTiDN,NOTBOM. TENNIS OEIAII DOES NOTAFRTTO IINNEO 11 IEPTo F 5 o BEAM. sIS DEFINED As N GMEERED'I"JOISTS, S (DIAMETER O= HOLE NOTTOE%CEEDMINIMUNOFDIS TYPFASIOE o 1MM SO�WLLNAILS 'WNICHEVER50MNUICRHE N—_RY xo No GES PER22 N EMUL THNOOF svAN. cLSTUo fl HOLE PLAN VIEW B T TYPICAL PLUMBING PENETRATION IN TOP PLATE D5. TYPICAL WOOD BEAM NOTCH/OPENING DETAIL U. 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REFERTO GRAP . 'I12F., CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION LEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. W APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TMES. "' 9/2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: :LEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. ■ PLUMBING LAYOUT ' B //////������asuasaa csRFSIPE �k\ /�j� �WITM SILT SOCK {- OPLUMBING LAYOUT suesOILRERFvIPE � wrtR SILTsocK KEY NOTES ID ...... EaR s znx EAT. BASE OF COLUMN 12-AFF. REFERTO. WORLD \ W a c.) x 6J � �dd qq .'fir iC .7 E. O W W G d d c7 c7 0 8 Z z CITY OF GRAPEVINE / / THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT _ ' — j WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANET jIf KEPT ON THE JOB SITE AT O " ALL MES. i 11/19/2025 BY: ARNOLDO RAMIREZ TSBPE: 14898 e BUILDING SPECTION DIVISION: IN RELEASE DOES NOT APTO CONSTRUCTION IN — -- � EASEMENTS OR PUBLIC IC RIGHT OF WAY. _ ` ALL CHANGES MUST BE APPROVED. f g KEY NOTES FCOLUUMNMN 1 CITY OF GRAPEVINE O s - L SEOEAP \ P;OOF CP' REFFA TO THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT �, \ \ \ WITH THE BUILDING CODE OR ZONING ORDINANCE — � '- \ CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT - - - ALL TIMES. ____---___—, 11/19/2025 BY: ARNOLD O RAMIREZ TSBPE: 1.3898 / \ - BUILOING INSPECTION DIVISION'. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. \ % ALL CHANGES MUST BE APPROVED.I'll ■ III I �wTHISIL SOCK aiPE \ �\ I I To ss sT1 11TIaT 1 DLRAWNc. FORRT rv�o NGSp _ANT TY ITYPwrs BOTn SLDDI. I NrvEcrTD I �ISTwccw I RERERT0—OD \„ r: v y / RD—RANTRAIN ADucENL. 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HOSE BIB WITH G0.0UN0 LEVEL VACUUM BREAKER Ba Z BELOW GRABS 3Po NP WATER uNE CANOPY RISER - PLUMBING 2 GiiBs�ALE RACK FLOW PREVENLeR INCOMING WATER SERVICE — 2 POTABLE WATER Nary BACK FLOW PREVEMER� x" -POTO VVALVE (sPRINKLEA oanME OF DAY OPEMtION R F CWATER SERVICE DETAIL NOT- :ALE MOU FLANGE 3/X OVALVE MOUNTED 30" FROM BOTTOM `\ OF COLUMN, BOTfOMOFCOWMN 11BELOW BFAOE CPAVILION RISER - PLUMBING I.-NPWATERLINE J sNBBEO WENNIUF BBING CPAVILION LAYOUT - PLUMBING NOTTOSCAI:E CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE ODES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING OROINANCE CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 11/19/2025 BY: ARNOLDO RAMIREZ TSSPE: 1.3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY, ALL CHANGES MUST BE APPROVED. SYMBOLLEGEND p� — ♦ a «i2)CATM�es O1 TECHNOLOGY PLAN ,re._,.-o. I \ r / r \ / W - UT - UT \ I I 4J UT UT 0 UT i OTECHNOLOGY PLAN 1._, . SYMBOLLEGEND czp� �rmz-ow�moai4xi�oarv�� ♦ a ...i2CAT en.— q�pC— SYMBOLLEGEND V\ • PraPutis H 0 TECHNOLOGY PLAN SYMBOLLEGEND QJ �rmz-ow�moai4xi�oarv�� — VC — O1 TECHNOLOGY PLAN re._,._,. NOTES AND SPECIFICATIONS BUILDING ERECTION NOTES 1. THE GENERAL CONTRACTOR MINOR ERECTOR IS RESPONSIBLE TO SAFELY AND PROPERLY ERECT THE METAL BUILDING SYSTEM MACCORDANCE WITH THESE DRAWINGS, OSHA REQUIREMENTS 0MBMASTANOM PERTAINING TO PROPER ERECTION ANY DEVIATION FROM THE PLANS, SPEGFIGTIONS, Ni0 ERECTION INSTRUCTIONS 0 SUBJECT TO WRITTEN APPRCVALBYTIEMETALBUMDINGMANUFACTURER B.M. FARM TO HAVE ANY DEMTIONAPPROVED INWRI NG BY THE M.B.M. MLAYVOD ALL E%PRESS OR IMPLIED W REPFESENTATIONSAMIOTCEFrnFrATIONS.SHWLDYW NEED ADDRgNAL INFORMATION, PLEASE CALL 2 ALL WELDING MUST BE PERFORMED BY AWS OUALRED WEDERS FOR TIE WELDMG PROCESSES AND POBRONS INDICTED ALL WORK MUST BECOMPU 7EDAND INSPECTED IN ACCORDANCE WITH TIEAPRICBE AWS SPECIFICATIONS, WILDELECIROOES USEDFOt7HE SMAWffORSTICK WEIDRIOCESS MUSTBE70NB STEEL AND LOW HYDROGEN CONTENT. USE ONLY MATERMLSPNDTECHNgUESAPPROPRN TOTIEAWSLATEST EMNON.(FELD BUR WELD) L ALL METAL SHAVINGS OCCURJRNG AS A RESULT OF DRILLING OPERATIONS ON TIE ROOF ARE TO BE REMOVED IN SUCH A MAKER AS TO PREVENT DAMAGE OR STAINING OF ROOF FINISH ANDIOR ADJACENT TRIM. 4.THE M I.M. REWIRES THAT AMINIMUM OFASIMA307ANCHOR BOLTS BE USED AND THAT WASHERS BE USED BENEATH THE NUTS, ANCHOR BOLT SHALL BE ACCURATELY SET TO A TOLERANCE OF -P tlSM BOTH ELEVATION AND LOCATION. THE ANCHOR BOLT PLAN INDICATES THE POSMON OF ANCHOR BOLTS AND ALL DETAILS SHALL BE KrEoI ETFDAS SGBMTC. THEMLIM DOES NOT ASSUME RESPONSIMUTYFOR FOUNDATION DESIGN OR WISTRUCHONTHAT IS NOT R RNSIED BY THE MB.M, ALL FOIMOATIOSSHOULD BE DESIGNED FOR LOCAL SOIL REPORTS BOLTS & WASHERS 1.ALL HIGH STRENGTH BOLTS ARE TYPE ASTMtA325AND ARE TO BE INSTALLED TO THE 'SMIGTIG T'CONDITION AS DEFINED BY THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USINGA325 OR MOO BOLTS, 2904 EDITION, SECTION B.I. UNLESS NOTED OTHERWISE. ALSO. NOTE THAT BOLTS N STANDARD HOLES DO NOT REWIRE WASHES PER THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING A•45 OR MOO BOLTS, SECTION S 2 ALL A307 MACHINE BOLTS ARE TO BE BROUGHT TO A SNUG TIGHT' CDLOr RDN TO ENSURE THAT THE MATERIALS N THE MITRE BROUGHT INTO GOOD CONTACT WITH EACH ODDER 3. WASHERS ARE I WMEDATALSLOTTEDCONNECTINS AS FOLLOWS: HOLE TO SLOT CONNECTION. ONE WASHER REQUIRED ON SLOTTED SIDE =SLOTTOSLOTCONNECIION,.TWO ASHERS REDulit' ONEONFAGMSCEOFTHECONIECTIOHHOWEVFRAT LAPPEDZEE MENBENEI WIETIERPURLMS OR ORB, NOWASHERSARE REQUIRED IN THE SEIOLTLAPPED REGION. DESIGN OF APERTURES ALL WINDOWS, DOGS, SKYUGHB OR OTHER APERNRES PROVIDED BY OTHERS SHALL BE DESIGNED IN ACCORDANCE WITH THE SAME WILDING WOE REQUIREMENTS FOR WHICH THE MUDING SYSTEM IS DESIGNED. GENERAL DESIGN N(ZjF,$�JDJy�ATFf3j SPECIMFIECD9TIIONS 1.ALL STRUCTURAL STEEISEGIONSAVO WELD®PtATEMeMBERs FSI THE AEC SPECIFICATIONS FOR STRUCTURAL STEEL WILD1WU-ONABIE STRESS DESIGN', NINTH EDITION OR THE AEC SPEGFICATIONS FOR STRUCTURALSREBBUILDINGS'. DIR7EENT EDMON,AS REWIREDBYTHE SPECIFIED BUILDING CODE 2.ALL WELDING OF STRUCTURAL STEEL IS BASED ONAVIS D1.1*STRUCTURAL WELDING CODE', LATEST EDITION. 3. ALL COLD FORMED MEMBERS ARE DESIGNED IN ACCORDANCE WITH ALB 'SPECIFICATIONS FOR THE DESIGN OF COD FORMED STEEL STRUCTURAL MEMBERS', LATEST EDITION. 4. ALL WELDING COLD FORMED STEEL S WED ON AWS D13 STRUCTURAL WELDING CODE - SHEET STEEL', LATEST EDITOR. 5. E NXSTSARE INCL DrD'MTH THIS PROECT DIEYARE SUPPLIED ASAPART OF THE SYSTEMS -ENGINEERED META BUIEDINGANDPAE fgNUGTED IN ACCOHMNCEWIIHTHE MQUIREMENTS OF SECTION 1926.750OF THE OSHA SAFETY STANDARD FOR STEEL ERECTION, DATED THE 18, 2901. ROOF COLLATERAL LOAD THE ROOF SYSTEM NUS OF8N DESIGIED FORACOU7EfULLOAD OF SOO PSF FORCElBDS UGFITS DUCTS A SPBNDERS.TANS COLLATERAL LOAD MUSTBE UMFOiALY OBiWWRFD THROUGNIOUTTHE MIRE RJOFSYSTEM AND NOT OONCBDMTED ALONG ANY ONE PURUN UNE OR ALONG ANY TINE FRAME LINE. N ADDITION, THE LOAD MUST BE ADEQUATELY DISTRIBUTED AND CDNIECTEDSOAS NOT TO CAUSE LOCAL DEFORMATION OR FAILURE OF THE CODFOUED PUMMS OR FRAMES, ADD NAL LOADS OF OTHER MATERIALS 1.CONSTRUCTION LCDS SHALL NOT BE RACED ON ANY STRUCTURAL STEEL FRAMEWORK UNLESS SUCH FRAMEWORKS BARELY BOLTED WELDED, OROT1fltWISE ADEQUATELY SECURED. CONSTRUCTION LOADS MAY BE PLACED ONLY WITHIN A ZONE THAT IS IYITIAN B FEET OF THE CEMERHDNE OF THE PRIMARY' SUPPORT MEMBER. CFR BUNDLES SHOULD BE PLACED DRECRY OVER THE RIGID FAMES. 2 THE METAL BUILDING M4NIEPDTURFR ASSUMES THAT T E BUILDING MATERIALS PROVIDED BY OTHERS HAVE BEEN PROPERLY DESIGNED TO SUSTAIN ALL LOADS IMSECONPOSED ON THEMANDTRARNSSFEERR THOSE L.OADSSCT��O THE M.BA.b TO SAFELYADADEPRIMARY FRAMING EQQCATELYTRTRAN�T L�FTO 1EOESION okGTHE METALWBUI�IDI 6NAMNUFAC�IUREQURV9 ED PRIMARY FRAMING SYSTEM. ' BUILDING DESCRIP➢ON&COLORS (BUILDING DIMENSIONS ME NOMINAL REFER TO PLANS) WIDTH 35 LENGTH 80 HEIGHT 10.5 110.5 ROOF PANELS 24 PBR I® WALL PANELS SOFFITPANELS Eave Gable TRIM/GUTTER Eave Tlaa Black Gable I True Ell - _ rueT(lack FFclIaaalinnneegd Openaea I True BIld Goer ITrue Bill Capon ITre DIact Basic Design Loading This sbucaae and famdation is designed Dtbng Be loads indicated and appled by the IBC 21 Beg. Coda. II is fle conhacWs responsibility to anfrm that these bads amply with One requirements of the Goal bulding ofidH, Spedbc Loads: (See Structural Calculations ardor Foundation Readbns) Building Use Category= (Nw= 1.W, M= 1.00, le= 1.00) 20.00 PSF Roof Live Load, Roof Load Reduction Allowed: Yes 2.00 PSF Dead load (Pudire&Roof Cladding) 3.00 PSF ColLAeol Load 1.50 PSF Roof Snow toad 110 Ultimate Wind speed, Wind : C Humane Coastline: (R Wind Lad Aloe is less Man 70, Me Wind Load Units are in PSF) Bulling Wind clears Category Opel PSF Basic Vebdty Wind Prsssum (Induces Imporlana factors only. sea Mdg. Wide b obtain required Mind ooefident m uoiers.) ACCESSORIES SCHEDULE DRAWING NF1( WBR Fi a 1` GN�Y .4 Ah THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT PLTHOWIEMIY WORK N CONFLICT WRH THE BUROING CODE OR ZONING ORC-E 1111W2o25 BY: ARNOLDO RAMREZ 1119K: 141e99 BUILDING INBPE(iTI ON DIVISION'. RELEASE DOES NOTAPPLY TOCONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CMNGES MUST BE APPROVED. SC1 of SC1 Gas Poo SE1 goff $SE-3 RoofF mingq& SSheafing a �aFE3j� d$S'gEj�s�MlEdreFruaEdwaIIFfng�rgadaA`S'Fah' a SRFLIa� S'HF"LABh'd Flalfa : [.labia Lures nes 2 ant and 3 59�1 dI11 Mder BoB Plan sly aNs SAII dI802 MNiwreollRactlCB! SF1 of SF1 Foundation Ran and Details Y 5PR NG. TE( V SPRNG,TWS17388 Customer: Igmvmkees LLC 91129Ietma(aYen DdKTX75243 Pmied Name/Site Location: Noteast Canopy 2200 W Grapevine Mills Cede Grapevine, TX 76051 County: Talam Job ID, l DIOWOdd GmDEYNNE These Drawings Are: Far CoreWdbn(U.N.O.) 'PypmvMnaNasmat bon Lek ed ❑ NOT for Construction I. MIND NM(31�n 1 Coa aysahraealldnila MoEs re ❑ Far PERMIT ONLY Nwetlam�WvaryaslD�eaMary DaaaRtellDaea. ❑ FBrkha Boh Only ( ffirr ONNLY) Spedsamn9ond"Ibeg+m In spp—Igoi ardonsaldadeGI, ❑ ForApproeal' '.nE o Nth VEPE'P. pkEE vedh aglandienabiphilaBM'OK'. INTERPRETEDAND APPLIED TEE REQUIREMENTS OFTHE ODMIUCT, DRAWINGS AND SPECIFICATIONS. WHERE DISCREPANCIES EOST BETWEEN THE GUTHRIE PUNS AND THE PLANS FOR OTHER TRADES, THE STRUCMMLSTEEL PLANS SKILL GOVERN. (SECT.4.2.1 AEC CODE OFSTAMM PRACTICE STIR ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS INTHE STRUCTURE WHICH ARE NOT FURNISHED BY GUDRIE BLDGS. ARE THE RESPONSIBILITY OF THE CONDUCTORS AND ENGINEERS OTHER THAN GUTHRIE BUDGE. UNLESS SPECIFICALLY INDICATED. / THIS-11-DOLYFOLLDOSEMATIAWSDEBOdVIED AND FABRICATED BYTHE METAL BUILDING MANUFACTURER INTENDED FOR USE ON THIS PROJECT. THE UNDERSIGNED PROFESSIONAL ENGINEER S NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT. Guthrie Buildings. Inc 5425 FM 2920 Sprig, Terns TrA8 Phone: (281) 353-02DO Rag'strafion8742 GUMrb.ings, Inc. Is An Approved CRY Of Houston FaWcaba. Testing Labs Allan Lahaables, Inc. 585(IG hn Rd.SM.11B Houston, Texas T7040 Phan5407 : (713) 934 M MIm4 ono �rm7�iil--ro fla f)F.rlkAIN RLCHARD D. TOMLINS0 ...........77704...... ECT �,rFss%ONAI. ENC' �p'�' qff 0Uf-70QOf0FMM 9Q11` \/ ffid �L -%I W l:l I � � P•tmeel V I I I'. Pa1691 i 91EEINCTO&E T I Pi01 i tl MJ iTWTABIE o"IPICOM IUNIM I1 PiA SJ R.s LSA"` N7 MTME wm I PAIR mm M 0'2 ]N11C M 00II0 IIJ1Q M IIHI 1PA11¢ 63 6EN 101110' CM Hod 9 IIJ 1� NNE TNIS PAO.E R REl£A6Ep0E5 NOTLAU NORI:EnNV NORKIN CONf�LICi yarn T. SUIU)fNO cage oR zonwc oRpwencE E2S 11I1BI2025 BY: ARNOLDO MMREZ TBBPE: IJ BUILDING INSPECTION ON1610N. RELEASE ODES NOT APPLY TO CONSIRUCTON IN EASEMEN7B OR PLBLIC RIGFR OF My ALL CRA NGES MUST BE APPROVED. �I sla�c or rFx4s i, 6 Ram nwr P, w- LAP rvw *+x ROOF SHEETING .,..: ....................... V� �,^'. /CENSE�•'�iN�'S ROOF FRAMING PLAN ? WEMLLeGe.PR g4fss"io o PRO4 CT F-18126 �UTHRIE 1IR g�y//�'�•���^yt�•f11FFqp� A"MiT WG� 76051 — ILdd6 CN®mile.lXIfi051 BUILDING �_ D-NYM SY: Mora BRIE B2Y6 I pEOQ➢BY: Nu 9HF£f SE1 OF 9FJ \A W-W WTTO-OMFISM 0 Ol 12 b LEFT ENDWALL FRAMING: FRAME LINE 1 0 0 1 I I I i I I I I I i LEFT ENDWALL SHEETING & TRIM: FRAME LINE 1 Q4' 12 b 3 4r Off-TIDWOFSTEEL O RIGHT ENDWALL FRAMING: FRAME LINE 4 0 RIGHT ENDWALL SHEETING R TRIM: FRAME LINE 4 1BMTABIE loo R4R aroR iErA�m � . TaTMil�d TH' I a wf n.eaa u CITY OF RAP THIS PAGE RBLEASEO F..... STRUCTON PFiFASE GOES SOT AOTnORIZE-1—IN CONFLICT A<L�. I Ina%xoxs BY: ARNMDO RAMR6 TSBPE:13BB8 BUILDING INSPECTION DIVISION RELEASE DOES NOTAPPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RGHT OF MY ALL CHANGES MUST BE APPROVED. IS may':• 77704 b.-F-j— PRAiLT MaNaa/jf�mTpa/ IFIKItBUILUINUST aeR RN(VeOuw W: RRMIS ,mB FRIE6T aaa BMfaE nIM. wre bowda C+aomilF. i6051 I aF�er. 1; J 60'-0" OUT-TOOUTOFSTEEL 2 20'-0" 20'-0' 3) Y0'-0" 4" 4 }+ E 1 E 2 E3 11 RFM RF2-1 RF2-1 RF1-1 FRONT SIDEWALL FRAMING: FRAME LINE B Y 3 t (Gutter with 4 downspouts) O �I ❑ ------------- I I ' I ; I I MBWTAAE — I MAW PAW I McOR I 6R llEll 1F11te 16t lEN M11 M' 16i AIEII I1P�11fE' THlp9E 00I PART IOOM I Lffin 11 RAM ThPMM, Wa - i a RA "M" r 13 1. I T"MXA Nd 60"0" OUT -TO -OUT OF STEEL � 20'-0" 3 - 20'-0" 2 4" E-1 E.2 T E4 b .- ______— -__ ___..__.____,____________ I 14 RF2-1 RF2-1 RF1-1 BACK SIDEWALL FRAMING: FRAME LINE A s 1 (Gutter wit 4 downspouts) O ❑ — ❑ ------------------------------------------------------ ---------------------- ----------------------- FRONT SIDEWALL SHEETING & TRIM: FRAME LINE B �R BACK SIDEWALL SHEETING & TRIM: FRAME LINE A BOTTOM OF DOWNSPOUT TO BE 8" ABOVE TOP OF CONCRETE FOOTING TTOM OF OOWNBPOU1 TO BE r ABOVE TOP OF CONCRETE FOOTING yir z 7lim-7w OILY OF OPAPMME f',ICEN \ TNM PAeE niELrieeo POP coNPTP,�ngy 'rS/ONAI ECG R-8E—NOTALTPORILEANl--NCONPLICT —ffTIE eul0lNG 000E aR zO ... L,NAvcE RO/ECT SOEJ RY PPp V PL4 P XEPT X P91TE F-76126 ALLALL=EB. BY: ARNOLOO MMRE2 TBRPE: IJPBX RELENeE�DOEBNNOT pPP�y TOCON851'RJOTION IN I PROJECT Na BUILDING EgSEMENTE OR PLBLIO RGHT OF WqY ��ppjR��{�,V 1'�m'--��m+�VIFµ Iy�WE ALL -ANGLES MUST FEAPPROVEO. , 1D9RE58 Mft; nBM,8CYd9 1O... N. I sm soap on 8PII OMTTABIEQY ` 16L Tap w tl Type W Leah , am A { 0 Am SIT 2 KIM . Ral ABABEIiTOEIE 1We6 �pbg0flip AYk u� I jl+� RF1-I I wa+c — rates a•1 sir exUl'xea Ax1N'xB69 WQ 9.11M Bn'nn n1� IT-tO LB' Sc7MxiT-79!' 8 *y, RIGID FRAME ELEVATION: FRAME LINE 14 INISyBpflt�BI�P,�yyp BxY1T('R'PNN9' fixiN'x1T.7 na' cm oa ORAPEVME RELEASE DOES NOT—HORIZE ANVNORKIN IO UOT Yy1TN THE BUILDING CODE OR ZONING ORDINANCE. ��Pg�VgO PL=.e TO aF �f T1EJ BME Ai ALL TI14H. 1111 E12025 BY: A Wi , I RAIN ON DI PE:IdBSB RXESNM APPLY TO CONSTRUCT' NO I NSPECTI ON DIVI SI ON �L�EAE"'ENTS OR— RGM�V YON IN ALL CHANGES MUST BE APPROYEO. Hi.BBiTIHE Owo FS. IMMB RNtlN 81VCEM1LT49E Nsk 1M 19 il� •N, 1y 3y 0 AY6 >'QI Bq H TWO 011 L.. RFkt /id10, BWBB dB' /•1 Ex1N �1Y-0Yfl$ ex[1N'Xdi/1N' Bx1N'xe SB' >� { A 0 Am or 2 RFL2 1TA yE• BD'BB BIBS 1Ti1Ai Sx1W 31Td fE' Sx 7BPx1Td1R/ It W7y. COY OF ORAPEMNE TNISPAOS RELEASE O—,000qE/OR.lY NN IN CNO,NCE ICT C. TIE BUILDINGZONING Derv-.—" TO IN[s� OR THE roe 11/119i21025 BY: ARNOLOO RAMREZ -I 130M -.1NO INSPEOI'ION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS ORP RD ,O OP WA,. ALL NOES MAST BE APPROVED. . B11L. zTC".1. %'{f 01ff-T6IXtf OP STEFL RIGID FRAME ELEVATION: FRAME LINE 2 3 l�o i DBBIf —Box ' Inn 140BW GRppiR, 15051 y,�ptE OF lExgs *: Idi9L RI .p ............ 77704, SS�ONAIE���' JECT SO�� F-18128 THRIE BUILDING BRWELVATON _ pwNNNr, lOmM I wK emra p/f1BDBr NM aBEi 8IB2OF Bat `j Wa gR-TOWOOFSfEEl O' ara Q my. 4` ara C ++ +B+ ^+ 6+ eta 6t � b b A B C 8 B ANCHOR BOLT PLAN I a r +I+ u S MW A � ES F:11, ++ S ER S S sFr �uu e TOME Un OF GRAPEVINE Pa OE RELEASED FOR OONSTRUCTIOA! E OOEG NOT AUTNORVEANV WORN IN CONFLICT wlTl ibE bUIID ING LODE OR ZONING ORDINM'CE OOY APPKOVEO PIANN TO BE KEPT OK -0K NTE AT ALLLI/EL � I20ZN BY: ARN0.00 MN/REZ T88PE II INSPECTI ON DIVISION RELEASEDOESNt APPLYTOCONSTRUCTIONIN EASEMENTSORWBUCWGH OFW ALL CHANGES MUST BE APPROVED. V RIGID FRAME REACTIONS (k ) @14 A re Max Ho5¢onfal 20 20 ~f 4x 145 ro m Mau+VWW 1A 1� Rlf 4A �f 4A Max VMW Od Dx ~+2s � z2 W (4) Jax _1u11L RIGID FRAME REACTIONS (k ) 023 0 I Max Nona W f0 3A ITS No � {A mix +v4" u AO —_I7D f 70 W f-0 M®t •YeAcel 11 1.1 y45 )4.5 (5) (4) 1210eeMCtleWae0.15UaW.45Ww_Wg1L 13x1eeMCaYYme0.15U.eL0.15Yhq_Im�R 11p.eleeewmvw_1a112 15peD.aweWM_Rya NOTES FOR REACTIONS 1. NbeEly mWbmnaeeaw ewm0edmmlmaem HaVadtln mIIeQGbIPx.vn.wM. 2 R4esnxbun®kwnNMimtlL Fw EimtabnF mVmN6eaDa z amq�wm�,nnlropr.aene�eo.nu.xoaageaF r.3 Lce5eu0af. i7eveWullrlbl5bwx.tl. . 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E+ I ___ SITE WORN I - I T z s..vurw.wn„.wmou.rwwm�wo..�Anim TOPOF wRN IeBdwr Ax°na I ___J. �I___j—�w°°"N evw 30NCRETE BIAS TxwMBss-- I wwwacwvuh.a e.ux 1 BLABRlIBN;ri Brown I a'-r � I BPEGIALNBIFS I Qli "' 1 I row .wwr i CONCRETE BOX wxff�MiMSAs - ar�x1' ,� �w�,�w,�,xm.��xwwti.»E..wwwxhw�xnxEw,x I 1 I I I I e.. a ...........[Alum--- MaL____ • 1'Y I All 18'-a' 1..,I I I I I I I BN06 9LIBL H 1 11dx 1'2' GgePPxovPw rLulaJ/T aEd®roll ixE�DB aREei nnelzon BY: ARNOLDO RANXREZ TBBPE: WLBI BUILDING INSPEDTI ON DIVISIDN. RELEASE DOES NOTAPPLY TO CONSTRUCTION IN FABEMENi9 OR FLIBl1C PoGNTOP MV\V ALL ORA NOES MDST BE APPROVED. REINFORCING un «aw..xn.°xcu�wJwvxmwrBss PRE!NNGBlEERED METAL BU LDING �wRAw �M� F�wwbs�ptE9........ ti e .......o.�� ..... 777a fSS�ONAIEN�' o?`' pRO�ECT 501-� F-18128 D.-F-L - PROJECT "Irl" cB fl: RIE BUILDING I aIFWr NuxvMN�uc N0.4TNW PION I XBD GrAev E PROJECT W Grapuk. MNBCkde DRAWN BV. lA°nwB 0.4R 04RSGOES AG01ff53 Gra -. TX 76051 CNECAEOBY: Nm� MIFkT OFOF SF1 NOTES AND SPECIFICATIONS BUILDING ERECTION NOTES 1. THE GENERAL CONIRACFpi MINOR ERECTOR IS RESPONSIBLE TO SAFELY AND PROPERLY ERECT THE METAL BUILDING SYSTEM MACCORDANCE WITH THESE DRAWINGS, OSHA REQUIREMENTS 0MBMASTANOM PERTAINING TO PROPER ERECTION ANY DEVIATION FROM THE PLW B, SPEGFIGTX7N3, Ni0 ERECTX7N INSTRUCTIONS 0 SUBJECT TO WRITTEN APPROVALBYTIEAETALBIIDINGMANUFACTURER B.M. MS FARTO HAVE ANY DEVIATION APPROVED IN WRITING BY THE III MAYVOD ALL EXPRESS OR IMPLIED W REPFESENTATIONSAMONCEFrnFrATIONS.SHWLDYW NEED ADDITIONAL INFORMATION, PLEASE CALL 2 ALL WENDING MUST BE PEREORAED BY AWS OUALRED WEDERS FOR THE WEDMG PROCESSES AND POBnONS INDICTED ALL WORK MUST BE OOMPIEIED AND INSPECTED IN ACCORDANCE WITH THE APPLICABLE AWS SPECIFICATIONS, WILDELECIROOES USEDFORTESMAWffORSTICK WELDPROCESS MUSTBEBNB STEEL AND LOW HYDROGEN CONTENT. USE ONLY MATERMLSPNDTECHNgUESAPPROPRN TOTIEAWSLATESTE I NN.(FELD BUR WELD) LALL METALSHAVINGSOCCURRINGASA RESULT OF DRILLING OPERATIONSONTHE ROOFARETO BE REMOVED IN SUCH A MANNER AS TO PREVENT DAMAGE OR STAINING OF RDDF FINISH ANDIOR ADJACENT TRIM. 4. THE M.B.M. RE W DIES THAT A MINIMUM OF AS I M A307 ANCHOR BOLTS BE USED NA THAT WASHERS BE USED BENEATH THE NUB, ANCHOR BOLT SHAL BE ACCURATELY SET TO A TOLERANCE OF -P tS IN BOTH ELEVATION AND LOCATION. THE ANCHOR BOLT PLAN INDICATES THE POSMON OF ANCHOR BOLTS AND ALL DETAILS SHALL BE INTFAflEiED AS SCHEMATIC THEMLIM DOES NOT ASSUME RESPONSIBILITY FOR FOUNDATION DESIGN OR WISTRUCNONTHAT IS NOT FURNISHED BY THE MI ALL FOIMOATIONB SHOULD BE DESIGNED FOR LOCAL SOIL RERNMIL BOLTS & WASHERS 1. ALL HIGH STRENGTH BOLTS ARE TYPE ASTI A A325 AND ARE TO BE INSTALLED TO THE'SMIGTIGHT' CONDITION AS DEFINED BY THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USINGA325 OR MOO BOLTS, 2904 EDITION, SECNON Bt, UNLESS NOTED OTHERWISE. ALSO. NOTE THAT BOLTS N STANDARD HOLES Do NOT REWIRE WASHERS PER THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING A'45 OR M90 BOLTS, SECTION B 2. ALL A307 MACHINE BOLTS ARE TO BE BROUGHT TO A SNUG TIGHT' C DNDMDN TO ENSURE THAT THE MATERIALS IN THE MIT ARE BROUGHT INTO GOOD CONTACT WITH EACH OTHER 3. WASHERS ARE NEW DIED AT ALL SLOTTED CONNECTIONS AS FOLLOWS: HOLE TO SLOT CONNECTION, ONE WASHER REQUIRED ON SLOTTED SIDE =SLOTTOSLOTCONN IIprI,IWOWPSHERS REWIRED, ONEONFACIASDEOFTHECONNECTIONHOWEVFRAT IS EDgEAEMBERS,W1fTIERPINB ORGFTS NOWASHERSARE REQUIRED IN THE BBOLTLAPPED REGION. DESIGN OF APERTURES ALL WINDOWS, DOORS SKYUGHB OR OTHER APERnXES PROVIDED BY OTHERS SHALL BE DESIGNED IN ACCORDANCE WITH THE SAME WINING CODE REQUIREMENTS FOR WHICH THE WLM SYSTEM IS DESIGNED. GENERAL DESIGN N(ZjF,$�JDJy�ATFf3j SPECIMFIECD9TIIONS 1. ALL STRUCTURAL STEEISEGIONSAVO WELD®PLA1E6eMBERs ESI THE AEC SPECIFICATIONS FOR STRUCTURAL STEEL WILDINGSAU-NIIE STRESS OESIGN', NINTH EDITION OR THE AEC SPECIFICATIONS FOR STRUCTURAL STEB BUILDINGS', DIMIEENTH EDMON, AS RE W IRED BY THE SPECIFIED BALDING CODE 2.ALL WELDING OF STRUCTURAL STEEL IS EASED ON AWS D1.15TRUCTURALWELDING DOOR, LATEST EDMON 3. ALL COD FORMED MEMBERS ARE DESIGNED IN ACCORDANCE WITH ALB SPECIFICATIONS FOR THE DESIGN OF COD FORMED STEEL STRUCTURAL MEMBERS', LATEST EDITOR 4. ALL WELDING CON FORMED STEEL 0 BASED ON AWS D13 STRUCTURAL WELDING CODE - SHEET STEEL', LATEST EDITOR 5. ENASTSAREINOIDrD'MTH THIS PROJECT IHEYARE SUPPLIED ASAPART OF THE SYSTEMS -ENGINEERED META BUILDINGANDPAE fgNUG1ED IN ACCOHMNCEWIIHTHE REQUIREMENTS OF SECTION 1928.751 OF THE OSHA SAPE71' STANDARD FOR STEEL ERECTION, DATED THE 18, 2001. ROOF COLLATERAL LOAD THE ROOF SYSTEM NOS BEEN DESIGNED FORACOUTF7ULLOAD OD BODPSF FONCElADS LIGHTS DUCTS A SPRINGERS.THIS COLLATERAL LOAD MUST BE UNFOELY DSTRI W RED THROUGHOUT THE ENTIRE RbOF SYSTEM AND NOT OONCBRMTED ALONG ANY ONE FURUN UNE OR ALONG ANY ONE FRAME LINE. N ADDITION, THE LOAD MUST BE ADEQUATELY DISTRIBUTED AND COBECTED SO AS NOT TO CAUSE LOCAL DEFORMATION OR FALURE OF THE CODFOWE'D P MLMS OR FRAMES, ADD NAL LOADS OF OTHER MATERIALS 1. CONSTRUCTONLOADS SHALL NOT BE RACED ONANY STRUCTURAL, STEEL FRAMEYDRXUNLESS SUCH FRAMEWORK IS SAFELY BOLTED ED, OROTIERWISE ADEQUATELY SECURED. CONSTRUCTION LOADS MAY BE PLACED ONLY WITHIN A ZONE THAT IS IYITIAN B FEET OF TE CRERHDN: OF THE PRIMARY' SUPPORT MEMBER. CFR BUNDLES SHOULD BE PLACE) DIRECTLY OVER THE ROD FRAMES 2 THE AE1AL BUILDING M4MEACTURER ASSUMES THAT THE BUILDING HATER W S PROVIDED BY OTHERS HAVE BEEN PROPERLY DESIGNED TO SUSTAIN ALL LOADS IMSECONPOSED ON THEM�MpAU1ADLD 70 TRARNSSFEERR THOSE LOADS CT��O THE M.BA.b TO SAFELYADADADEPRIMARY FRAMING EQQUA�TELYTRTRAN�T LOOTIEIIESIGN okOTIE METALWiBUI�IDI 6HAMNUFAC�MtEEVSS ED PRIMARY FRAMING SYSTEM. ' BUILDING DESCRIP➢ON&COLORS (WELDING DIMENSIONS ME NGAML REFER TO PLANS) WIDTH 30 LENGTH 50 HEIGHT 10.5 110.5 ROOF PANELS 24 PBR I® WALL PANELS SOFFITPANELS Ease Gable TRIM/GUTTER Eave Tlua Black Gable I True Ell _ True Slack FFcreaanmneprd Openuga (True BMdt Guaar ITrue, Bill DI I TAM BMdL Basic Design Loading This sbucaae and biumation is designed u0lmng Ale (cads indicated and applied by the IBC 21 Bdg. Coda. N is fle conhacWs responeibility to mnfrm that thew bads cormly wMT MB requirements ofthe mal buldi g ofidH, Specific Loads: (See SWdurei Calculations ardor Foundation Readbns) Bolding Use Category= (lw= 1.W, M= 1.00, le= 1.00) 20.00 PSF Roof Eve Load, Roof Load Reduction Allowed: Yes 2.00 PSF Dead load (Pudine&Roof Cladding) 3.00 PSF CdIMeol Load 1.50 PSF Rod Snow Load 110 Ultimate Wind speed, Wind Exposure: C Hudcane Coastline: (N Wind Load Aloe is less Man 70, Me Wind Load Units are in PSF) Bulling Wind Closure category: Open PSF Basic Velocity WinPressure (Indudes Importance fades only. See Ndg. Do b obtain required vend coefficient multiplies.) ACCESSORIES SCHEDULE DRAWINGN EX scl or sci C"Pace FL51 SE1 goff $SE3 Roar Freminq&Sheeeefingy_� SB1pBPEs� d 3� Edm°fof SRF1 ' FFsRHyHRje�w}Fll�mYBBBBSy'J7fieln GRCE�d3!HiDN1EMvAtlonWtes2 mons SA1 d SA2 Anchor Bah Plan SA2 SA2 And. Bob Rea*m cm DFGnAPR CO AF1 d�audelon Plan and Dlels THIS PAGE RELEAB® FOR CONSTRUCTION RFiEASE DOES NOT AIITH ORI LEAKY VARH IN CONFLI IT WTH THE W LDI NG CODE OR ZONING OROINMCE .......... T ANYTDETNE-1-AT 11I1912— BY:ARNOLDORANKR TSBPE:Ia8se BUILOINGINSPECTIONDIVISION RELEASE ODES NOT APPLY TO CONETR—II ON IN EASEMENTS OR PUBUIT FIGHT OF WAY ALL CI ANOES MUST BE APPROVED. Y 5425FM2820 V SPRINIG, TEXAS T73AS Customer: nmvmkmiLc 91129brara (aYen DdKTX75243 Praied Name/SRO Location: NDMwed Campy 2200 W Grapevine Mills Cade Grapevine, TX 76051 County: Tenant Job ID, l DWWI Gnmevin" These Drawings Are: DC ForCoreWcbon(U.N.O.) lnl�tbrlebaaed 'PLpmvl Mr ❑ NOT raConseutton WU Radars MAGI) c�ndm dafsallrt—bDilIM ddampsare El For PERMIT ONLY Nwetl ar ddWB�� mry ha sW�ea to Mry DaadPteilDaelNn. ❑ ForAmhe9dt Only ( ffirr ONLY) Spe®Iaaentiond"beg+en In app—VdimsaYaeard dciels ❑ FaApploYal' m nGdWWhMW.Pk. Biiy regBeredle-byedrillini . MrERPREIEDAND APPLIED THE REpRREMEN SOFTHE CONTRACT. DRAWINGS AND SPECIFICATIONS. WHERE DI SC REPANGES EXIST BETWEEN THE GUTHRIE PUNS AND THE PAWS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANSSHLLL GOVERN. (SECT.4.2.1 AEC CODE OFSTAMM PRACTICE STIR ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE 5TRUCnAE WNON ARE NOT FURNISHED BY GUTHRIE BLDGS. ARE THE RESPONSNIIUTI' OF THE CONTRACTORS ADD ENGINEERS OTHER THAN GUTHRIE BIDGS. UNLESS SPECIFICALLY INDICATED, THIS CERTIFICATION IS VALID ONLY FOR THOSE MATERIALS DEW40 AND FABRICATED BYTHE METAL WILDING MANUFACTURER INTENDED FOR USE ON THIS PROJECT THE UNDERSIGNED PROFESSIONAL ENGINEER S NOT THE ENGMER OF RECORD FOR THE OVERALL PROJECT. Guthrie Buildings. Inc 5425 FM 2920 Spring, Terns TrA8 Phone: (281) 353-02O Rag'strafiOd 712 Guth &ldings, Inc. Is An Appmved City 01 HolunDn Fabricator. Testing Labs Allance Lahnables, Inc. 5850 9uhn Rd Se.118 Houston, Texas T7040 Pndne5407 : (713) 934 M Flan# ®0 T R IbhITea11A Rtl-w .A'rtE OF Tf S1p'� xqs . IE. AIR D. TOLL...... RICHARD D. TOM..... .:....77704......��. �y fSS/ONALEN=p2`' PROJECT F_%126 NO WT-TOOMF81FH. � Mr Q ST 1 _41 I attrwl. -I, I I P-law) a gel -, I 0— r' r0 III -1 E-1 RF-1 F.' II PI116N LFas LIP 7."w ROOF FRAMING PLAN NM 9EEINGTAM IT 19m1 Iq""' i"I uBMM 1es I Tww7w IODIPM i IUWH III OWTABLE M PNR MIIH V;w M ENM OWN a-1w Lem X Q IMAMS a4 vAaE RECRVOFIFOR E m1a LEAaEo FOR caMemucnoN AE rsrc DOES NOT AU.TXOMZEANY VA IN CONFLICT WTX T1� BUILDING CODE OR 20NING Og01NM'CE cm APogovFPw sxe�e Egr�p xTxF gee 9rtF tT 11119 2025 F-� 8Y:ARNOUDOOMIRa TESPE:138SS BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGM OF- - ALL DNANGES MUST ED APPROVED. ��. �?p`C F. tF4,Ph11 ROOF SHEETING PANEL5:24 Ga PR .. . . ... . A "77704 fS;��CENSE. Tare Balk c G� S/ONALE PROJECT F-18126 cr RN(Vaouw LLC RtWNG X1J I RIE BUILDING I ,mo PROfl.7 45W mAXx Bf: TM1ora onTE xzYE A"im EMT I O—EDBY: f11x 9H@T .1 OF SF] A� 30'-0' OUT-TO-0UT OF STEEL L°J T•_ -- ``�_ `_�_ ••TT C LEFT ENDWALL FRAMING: FRAME LINE 1 0 \ B 30'-0' OUT TOOUT OF STEEL \ A 1,44 I III I b I RIGHT ENDWALL FRAMING: FRAME LINE 3 z i I i 7MIABIE O�W PARE COLOR LEWN la EWOM TnTMBB ur '22 ws nftE rr.3VE—Apois. CRY OF BMPHIM: RELEASE DOES NOT MITHORRE ANY WORN IN CONFLICT INOH THE B.I.I. CODE OR I.N. ORWNANCE �ALLn C OBTNEJOB ORE AT 11/1AR025 BY: ARNOLDO MMIREZ TBBPE: IJBAB BUIIDING INSPECTION DIVISION. RELEASE ODES NOT APPLY TO CONSTRUCTION IN FASEM ENTS CR PUDUC RIG OF MY ALL CNANOES MUBT BE APPROIED. LEFT ENDWALL SHEETING & TRIM: FRAME LINE 1 RIGHT ENDWALL SHEETING & TRIM: FRAME LINE 3 PROJECT NMFwek CMRp/ I arBlr 1I Racvm.uc PROW �PROW � am Jmwde cN�MB. T�51 +r'(E OT TE RICHARD. D.• TOMLINSON ..nf:..(CENSC..Ga ... SS�ONAL F-N��p�' p� _CT S01•� F18126 h.-F� THRIE BUILDING DuxRBr. nI®. 611E BH99 I actY®OY 5V-V WT-T72Q OF STEEL 03 Q ""W OUT-T72) OF STEEt 4' 2 �� 4' � 25-0• 4• E-1 E-2 E-I E.2 b b ------------------------------ I I I --------------------------- _-------------- I I -------------- RF1.1 RF2.1 RF3.1 RF3.1 RF2.1 FRONT SIDEWALL FRAMING: FRAME LINE B BACK SIDEWALL FRAMING: FRAME LINE A 0 0 (Gutter with 3 d.w p wts) 0 ❑I ❑ r-----------------------------------------------------------------, I I I I 1 I I -------------------- ------------------------- ---- FRONT SIDEWALL SHEETING & TRIM: FRAME LINE B 'BOTTOM OF DOWNSPOUTTO BE B• ABOVE TOP OF CONCRETE FOOTING 1 a� (Gutter wtth 3 domap b) BACK SIDEWALL SHEETING & TRIM: FRAME LINE A `BOTTOM OF DOWNSPOUT TO BE B• ABOVE TOP OF CONCRETE FOOTING MOMTAffiE 2Rld( PARE IBAiR H lER X�1f 1R e2 111E1/ M111? ORMTABLE D Fir oam 2 afw T I RF14 0 PR0.iC M1illl tIUILUINUbV nA3rr Racv Joao p�q RiPEcr 7lWW aw —0 er. 0Tb. are 9�s rmP� r�s1 i ae2�er: lw BF2 a >o lI1 OMTTABIEQY ` mot To Btl tl Type W Ie1FIA t am 1 A { 0 Am nr 7 41 12 � m -6— VII7. U FL51 CA 1e* _sCA1 ABABERTP&E I !bk IBNWI IWeb jl+� � ppFgNFEnpN RF1-1 "wr n185 /•1 nRS BxtN'xaa 118' Ax1R'xB6S RI 16d SB' BWBO n165 76dt/l fic1Ma1Pd11'1' 207 CLEAR 4 B •� W.V 0Uf-TOOUf Of STEEL B INIO�BpRt�B1�11m0yp exltu'£"9�fJy1a fiziN'z7C-01711' s_ GRA \E, CITY OF GRAPEMNE THIS PAGE RELPASEO FORCONSTF-TII FF.LEASEOOEG NOT NITHORI2E 1 WORN IN CONFLICT WTH THEEUIUDING COOEOR zoNINOOR0INANCE �m aPPROVFe PLAx9j01ilF➢TOB TNEJOB—IT 11/1T&Y.2�0�25 BY: ARNOLOO RA xSREZ TSBPE: IJSSS BUILDING INSPEC ON DIVISION RELEASE DOES NOT APPLY TO CONSTRUDION IN EASEMENTSORPUBLICRO OFYWY ALL CHANGES MUST BE APPROVED. RIGID FRAME ELEVATION: FRAME LINE 1 I r I BeB J IGN(Ve0ne11C YM(( I I fyBpBMe�1fi0N'INc(pb SSNYSIB(: TNee BxfE � �' SWOMTTABLE rot TOP m N Tree or feW th 4 4 4 Am W 2 12 72 I IB.BBETIHE I 1:1L LM irre�ri fill �aon+� yyJJ����JJ�� RFb1 aofine' enao rates @•1 nNS fixU1'x@A Ife' 16Y1MR'KW1M fixtN'x46ff 4FR2 1@-01M EG'i@ n1� i@d1M SatMa/Fd172 fix51Px1P.7112 I:N IP. DF�IRE yL THISPPGE VE EI. �s OFOR CONSTR TIOP PE�Ense.,nGT PunroRlzE nvrwoRRwcarvalcr ORDINANCE � IiH iHEBNLDING CODE OR IONIND Om APPROVED PLAEj 1@EUF�T Dx THE JOB SM 4T 111191-5 BY: ARNOLDO RPMI—TSBPE: I.3BSS BUILDING NSPECTON DIVISILN. S,�ptE OF TE'�.gS RELEASE DOES NOTAPPLY TO GONEFRUCn ON IN EASEMENTS OR PUBUC RIGHT OF WAY ALL CHANGES MUST BE PPPROVED. -.,,_ FICHARD D. TOMLINSOI V 28'-i I-f1fSS/0�. ... ._.... 7770,4, 'Np1.E�i o 81tT . CLEAR '1'� 30'-0'OU1-TOM OF STEEL 1,T F-8126 U RIGID FRAME ELEVATION: FRAME LINE 2 r I aro.µc.N c I uen gexvesYwuc UIL o 4Y _ I ,oBo J ace uw.reLBr. TRae wre � Cmnie. i@751 I Baa SPLICE BOLT TABLE Mek Tap BN IN Type DeLNBIB SP1 I 4 0 A326 w T 12 72 a cm.P ovm nu. nL. �eP Tal Txe�oa ITe.T I vlerzoas m: ARNOLDO RAMIREL TB.PE: 1. BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF - ALL CM NOES MUST BE APPROVED. M&MTMLE11 i Rest Sa�Mte• xee fC� ��i�1a ext� e.i�m�id6� 6xw'x6aff RF3d 15d SW BWflO R1M i5diff 6c7Mx11'-115'1' 6ciMx1{'-0iW 91? , 26-r CLEAR ��- ,•.I, 817 30'V OUT -TO -OUT DF STEEL A B RIGID FRAME ELEVATION: FRAME LINE 3 I xomN,ac.RP NN(Vaeuw UL I ,mo PROHD _ bo�B cane. TeBst S�ptE OF T fx:4J` t: a6: RI(HARD .. TOMl3N..... . .....77704 '�¢S c�ti I ss 0�5 PROJECT 50�� F-18126 OD arBUILDt2i7 DU .. .. .fiat" OEO W_w I11EETIRFSQS6WB w Oeno O8f-TO�OIITOBBS NO 29-7 4• Mr I. ii$ �•, R A or m � e I A ,A m. �B+ A+ +.I+ ,e n z eM r s wrl. nDAt e Vul n TNIB PAGE RELEASED FOR OONSTRUOTION 11111 ICT IT.IE HE BUI DING CODE 0� ZONING ORDI A CE AT APPROVED PIAYB�TyO BE�}PT OM IME OB N1S tYt BYf0P5 BY: ARNOLD O MWI TMPE: 14090 4 m BUILDING INSPECTI ON DIVISION RELEADE DOES NOTAPPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC FV-OFVVAY ALL ONANMS MUST BE APPROVED. .4J` m. . r :' '•. 8.. RIC ANCHOR BOLT PLAN moa SECT SCE F-18126 PR0.iCf I DHIf I ,mB NNw,Rc r R/J(Vaeuw LLC THRIE BUILDING BOLTRN160ETNL4 PPLEI.T IEEIF88 pW BE 16051 RUBR SY: tlmw DVE �7y OEM®81: I111 D B. NOTES FOR REACTIONS 1. Albtl9paNNman®1i.E.M.MIIm.mmn H RV.Mh =n,p,ftHvVnrepasa. 2 R.9n lee5msn.MwnMM#h F IOBIcnM rypmb M1e6v. a �9RlmmpoMmppwanMNB.SNmLxI>a1mP»B7 NKnhUemSI.K IUMWIIrmm M0.lm.d /. BYBBIrHbontuo5minabtrO mtAnpNm oan ryll = 30.0 = w SbRN PII = 50.810s 10. ILow IPd) = 2A WAIRBI Wpl EB Utl LOW Id = 20 Ry0Etlw1 ERBai F.As� Bc 8La 8R = 7A • 2A SMIM 808 = 2A ON Fm.tMUtl YK 1BA M. Cd&W Intl Ipa 83 =3A B.Rlntl 00 = a3 UBIrw 9petl Vxtl Ctle IRP91 •I10.0 .9C21 Eqo— C Chun RUC.Rpry =Opm .I.Nntl In —alit M wOR,SM =tm =1m SAPAIDWBl Osbyry •B H CaB BIBB -0.1e BUILDING BRACING REACTIONS ar m —Pmm ism L. U. U. R. VW Na %W 1Mm aM NO L EW 1 N FYI B Rex 3 R) 1 a 8x A 0 (AWBk 6-dnaA d PV.IIJI®,BMINMN.O RIGID FRAME REACTIONS WEAK AXIS BENDING ft. CIA -R.00A U. U. H* Atvwt Mmwl lu7 0 1 9 Oa I" 7b WAd 02 43 22 9Mmk 2 8 O8 02 15.0 13 7A 12 ww /Bm! 3 B O3 B.) 73 31m0 01 1 A 03 43 15.0 22 Tb 3im RUM 01 43 22 8Mmw 2 A OB 01 1S0 43 71 22 Rod Sd.* 3 A 0.8 111 15.0 43 71 22 mPm 8mem tbdMu a tlmA: rt(.ad.9a alm, SE Ruabn ra4. pllpm n u4pan0 ANCHOR BOLT SUMMARY TaY pq C9 IONM W T5P aU FU + 21 Rome 9a' = 110 lm RIGID FRAME REACTIONS (k ) @t C1 B T Max Horizontal 0.5 ` 10.5 124 d2A 14 pl nxba�cNMM�Hu. I3p.R>atlw.� tnN IAp.metlw.ex9M_Nya2 aBpmMCaYMJItl.75WM0.45YRI5_Impil ,r.Rn ne THIS PA OE RELFASEO FOR CONSTRUCTION RRF 1DOES NOT AN HORILE ANY—W CONFLICT WITR THF. SUIIDINO CODE OR ZONING OROWMISE CITY APPROVSO PLAKS TO BE KEPT ON TIRE JOB SIREAT AT ALL -So 111191-5 BY: ARNOLDO RAMIRU TBBPE:13B90 BUILDING INSPECifON DIVISION RELEASE DOES NOT APPLY TO CONSTd1CTl ON IN EASEMENTS0RPIL0UCRGH CFWAY ALL CHANOES MUST BE APPROVED. RIGID FRAME REACTIONS (k ) @2 Max Horizontal IA, r ml m MRX 4V&IW 3A_r U IPA lu �1 Ph Max -Va w 1` 11 1 Rt I9.1 (4) nl Wpw.mO.eBnO_uM IAp.Bxtlw.OM1M_ppPz I29p.NCdbYMllaAp0.A5WL15_Inry2L RIGID FRAME REACTIONS (k ) 03 Q Q Max NaiaalMl to tx �IV IV m m MBX #VWW 11 1A y143 IAi nA P11 Max-V*0081 0.51 10b `114 j2A (4) P np.0101MBRI 13p8D.N0.5N910_Um2 IApADoeN0.9Mn5_ROOM IAx1ee0�Cde.rYr0.i5UwgoSYfrA_Inrg2L M 77704 PROJECT IRA« LIE BBj UILDING PR61ELf �W title BUKN m`. iAma W1E a'S1aj AD810:39 Gmmi.. ia51 I tlEO®SY: NL BEET S67 W S09 �� m•.a 25'-01 2 24-0' 1'-Y 1'-1�' 21'-8- 1'8'1•-fi' 21'-S• 1'-10' 1'-2- d b I I I I � I I I I I I I FOUNDATION SPE,GS W�FOPM Blow a<dutl I ISUB 1xDaNEss IsueRNBx moam I � i I I I I I I I 0 f G ' ? 1'-1 21'18' L.N. 21',11, 1 is 1_2' OCONCRErE 80R 3413 „nvznas er:ARNaoD RArAm¢TaePe WCM BUILDING INSPECTION DIVISION RELEASE GOES NOT APPLY TOl—OF IKTIONIN EASEMENTS OR PUBLC RIGHT OF WAY. ALL CNA NMS MUST BE A PPROVED. DESIGN 1 urio6f+a➢xcB�rcsmN> �agi�u �'o�ssNm �'�xvrt SITE WORK �mPac,nu�Pu�Mly o�isuaw�oAaiuw. CONCRETE REINFORCING y............. ................ 0a PEA•, .m 11 ..... �L SS�ONAL p'POJECT 501- EAA-1-F� 8128 J. UTHRIE BUILDING NOATION" PRE-ENGINEERED METALBUILOING wen uwrt.au Meeurta PRQIErT NONm "— aim XLAXVMnBrec LLC M. GrAevinMW PMECT WGrapuka MMschk AQCRES CT--.TX76051 DRAWN BY. RwoI DATE 04R910E5 CKECIGH)" N MEET 91 OF SF1 NOTES AND SPEGFlCATIONS BUILDIN �E ERECTORIS RESPONSBLETOS.4FELYMA PROPERLY ERECtTHE BtTAL BUIIDING LgySfEMINAGCORDpNCEWfINTIFSEORAWNGB,OSH4 REWIRBkHIS ANO NB4l4STANDARIS PERTANINGTO PROPER ERECTDM ANY DEVNTION FROM THE PLW B, SPEGFIGTIONSANO ERECTNN INSiROC110NB IS SUBJECT TO WRITTEN APPROVALBYTIE METMBIIDING MANUFACTURER D,1 BM . FALINE TOHAVEANYOEVNTIONAPPROVED NWIUTNG BY NEED AD WARRANTIES. REPpESB7TATI0NB P1N10R CERRFICATgNS SHOUID YOU 2 NL WELDING MUST BE PERFORM1ff D BY AWS OUP11FlE0 WT3DERS FOR E WIIONG PROCESSES ANO POSITIONS INDICATED ALLWORaNUSTBECCMMEiEDADNSPECiEDNACCIXiWNCEWRHEAPFMAME NIASSPECIFe;ATL011S. USE ONLY M4TFRW SAtIDCHENOUESWAPPROPfYA1EYT0 PROCESS ®Iro7T0N. BUITLOW HY) HYDROGEN CONTENT. s.AA RANI RASSTTOMiEVBJT M1ACkG ORSTTAIRESN"IIGG OFT OF S�FNISH MIRDORROADI�NTiPRA. 70 BE REMOVED NSUCH 4.E MB.M REOURESIINTAMINMUM OF ASIMP3O7ANCHORBOLTS 8E AND7H4TWASIE11 W USED BENEATH E NUTS. ANCHOR BOLT SHAL BE AGGALY7aY SET TO A TOLBUNCE OM N' IN BOTH FIEVATION AND LOCATION. TIE ANCOR BOLT AM INDICATES THE POSITION OF ANCHOR BOLTS AND ALL DECALS SHALL BE NIF;:TM NNOOTTF OBY ETC. THE MAR MS.M.ALI FOLPDATIOISSIOULD BE SIGNED FOR LOCAL SOIL R:PORTs. HATWAS BOLTS & WASHE j$ 1.ALLNIGH STRENGTH I5AlE TYPEAWMAi78PNDARE TO BE INSTNIFDTOESMIC>RGHI'CONCTION AS DEFINED BYE RCSC SPECFIWTON FOR STRUCTANLJONB USINGA1250RA4R BOL15, 2DN EDITION, SECDON 8.1, ILAESSNOTED OTHBM1NSEPl50.N0IETH4TBCTSN 5TANDDADNCESDDHOT TEWBEWASHERS PER E SPf#1G11ON FORSTRUCTURAL.%LASING A325ORM80 BOLTS, SECTION 8. 2ALLA3DMACHBEBCLTaAAETOBEBRWGHTTOA'BafGTMAm COIDmONT0Et431hLET4ATEMATERVLS BNTHE3 REBROUGHTBNTO(DODCONTACTWIiHFACN OTHER 3.WAS16iSAEREWNEDAT NLSLWASHER FOUR DOASFOLLGWS: - IDLE To SLOT coaNEcnoN. otE wASHPN IEouBEG GN nor rED sloE =BOTTOSLOTCOMNECTTON,TNDWASHFAS Ir DONE ON EACH'M"TECONN:CTIOH IDWI:VERAT ZAPPED DElEII/BB44, WIETIER PIIRLNS OR GIRTS, NO WASHERS PRE RD-0UIRID IN E 841(X.T ZAPPED REGION. DESIG OFAPERT� ALL H�)8000rs GROTHERPPERTIIRESMIGVIGEGBY GTHE0.SSIWl.SEOFSIGNEDNA000RDANCE WITH THESAME BNIDING CODE REOUIREATENTS FOR WMICHTHEBLUMSYSTEM $ DESIGNED. GENE R 1GNBNQTF$/lDT ssEcaouussA�W�� AR d NAxDakNcewrN EALSCBSPECI CCAATIONBF 5 UNALBfE�B111DNGS',T11atTEER1HEDmCR,ASRE HGIYMEDBYTNE W SPECIFlED BNUDNG CODE 2 ALLWM6 OF STRUCTURAL STEEL 1S BAM OR AWS D1.151RUCTUTM VWIDING OOOE', LATEST EDTDR d ALL COLD FORLE31 MIa,EDiS ARE DESIGNED IN ACCORDANCE AB RDANCE WITH SPEGFCATIONSFOREOESTGNOF COLD FORMED STEEL STRUCTURAL MGM8W. LATEST EDITION. k ALL WELDING COLD FORMED STEEL IS BASED ON AWS DI STRUCTURAL WELDING CODE. SHEET STEEL'. LATEST EDITION. S.IF JOISTSARE INCUDEFDVr THIS FtOECT THEYARE BUFFET® ASAPAITOFTHESYSTEMS•ENGIREERED META BUILDINGANDP1iE fABRMATED IN ACGIORWNrEWITHE PEWIREMEms OFSECTION 18M.758OF E OSHA SAFETY STANDARD FOR STEEL ERECII CK DATED JABIARY I & 2001. ROOF COLLATERAL LOAD EROOF sY57TBM NPS BEEN oESfN FOMUSTRACCUTFRA.LCAD OF IOD PSF FORCEawGS UCTS dDTS& DAGANDNOTCCDBNIAATEDA.ON6ANY ONE PURl1NU ORY MONO 0TH lEFtAE UNEINADDITION,ELOAD MUST BE AOEO WTELY DISTRDUIED ANO CONKCTED 50 ASNOT TO C/415E LOCAL DEFORMATION OR FALURE OF E CUIDFOIUEDPURUNS OR FRAMES. ADDITIONAL LOADS OF OTHER MAR ION LOADS LL4Y EUmls 1. CONSTRUCTIONL N�AA0SRIN YE� ONTO EmRH WHEEIMRPoMEM6L CFRBUNCES SHOULD BENE OF TO AI PLACED DIRECTLY OVER THE RIGID FUAE 2EMETA BUILDING M4NUFACTURERASSUMES iH4TEBUILDING IA41EWAlSPROVIDED BYOTHERS WYM BERH PROPERLY DEBDtEDTOSUBTANALLL IMPOBEDONIFEIM ARDLTOTPARNfBBFERTHOSELIMEOEM.BM.'s TOSAELYMDIME g.EMY7RANSFERTrEBEL�ORLBTOEDESIGN OkOE F,ETM�8111mLD N6 MW FACIURERi'S ED PRNALY FRAIANS SYSTEM. BUIDNGDESCAFIpNdCOl0R5 —�I-' (IIIMIWNG DMIMMONSAIENOIANRL IEFIBroMAMU _ � WIDTH 40 LFaN 40 _ _ HEMNr 1B5 110E - e FM ROOF PANELS ® T= Nick SPRING, TEXAS T738B - WALL PANELS CU5ID�ICf-: SOFFRPANELS Eave - IQAICVedures LLC Gable 21129mmer Glen TRMIGUTIER Eave Talaw - Dales, TX 75243 Gable True Black FTwdName/Ste Location: . pcFow Tidetln� Black SlluslCoolly urlgs Tore Blade Pre X 75051 Cub: Twout Mills Circle GtarruaM ilue Black T- DSpod TNe Black - Job ID: odd wDo Lur— This sWcture and bindation is designed A* all loads indicated and applied by Ina INC 21 Bldg. Cods. It is ace otadMs resp"bily W mnhm Inlet these Weds Damply with 0e regdlem urb Of 00 IDW bul ft"I Specific Loads: (See Structure; Caladaaors andror FaaAdw Readbns) Stlllft Use Catem= (W=1.00, W=1.00, W=1.00) 20.00 PSF Roduve Load, RDd Load Redudm Allowed: Yea 2.00 PSF Dead Load (PudW&Rod Clad&ng) 3.00 PSF CoIW"Load 3.50 PSF Rod Snow Load 110 INWad Load valato Wind pUed'I.a less; own 70, ale Wind LoedUnits� are �I� SF) Bulling Wnd Closure Categay: open SeenWg.radaotAam requlredvl(md maffxienL� yJ�o)Is only. ACCESSUM SCHFDUIf FL-51 GR� V`T'E, -H THE BUILDING COOS G P LONI NG OnOINnNCE4 BY: AR-LOO RAMIRF2 TaBPE I OSS BUSNOTN FLY TO 0VIfipN IN RELFA�DOES OE�Ma 03 PUBLIC RIGHTaOF MY � A LL CHANGES MUST BE A PPROYEO. L BCt of SCi Cover Pape SE1 d SE3_.RodFreming.&Sheatig "9ff°r 21&•dW- EleveRdir. FnRlB lunals2and3 SA1 d SAY Adhor 9o8 Plan SA2 S12 MdnrSon Reactions SR ell SF2 kWdabDn Man These Drawings Are: X For Corebudbn(U.N.O.) Pa vel adels maRba leWeeed Faied d'BnrAGi� (�Imisrdr ❑ NOT faConsauLton mysahrtlreeudnilM +In ameymay hasW�eQ aa' ❑ For PERMIT OHIY i� El For Ardv BON Only SP-MamneanshoWbedaenW (PERMIT ONLY) awMh'JERIFY'esea/ ❑ ForAppoval' ,eq,aAed;NaBI,yllagroN'. �PPPROVAL OF DPAWNGS NDICATE THAT GUTNRE BBLDINGS CCNECT LY NTERPRETEDAD APPLIEDTHEPEWIPFAENTSOFTHECONIi ,DRAWINGS AND SPECIFICARGNS. WHERE DISCREPANCIES EXIST BET ACEN E GU IHRE PIONS AND THE PLW S FOR OTHER TRADES, THE STRUCRWM STEEL RANB SHALL GO`M- (SECT.4,21 ASCCODEOF STANDADPRACTIC MED.1 / DESIGN WNSDeUTDNSOFANYMATERIAIS NESTRUCTUE WHICHARE NOT FURNISHED ION GUnNE BIDGS. ARE THE RESPONSIBILITY OFTHE CONTRACTORS gRpy { ADENGNEB2SDTIERTVMWTHREBD(S.UNEBBSPECWA'YIDICATEII J 7NIS BFJGATEDBYT l5VA.IAL BUILDING INTENDED AND FPBHMATEDBYE META UNDER I MANUFACTURERNAL FORNEEDNTHISPROJEDT.ELNDERSM F THEMRK FNGN®IBNOTEBDNEIIMOF R:CCDFCLEOVERALPROJECT G1JIh1aB BuiIdTLAs.IT>c. rweoee rr aeon mna °° �%m�RRa�1�Iw 5425 FM 292D - Tew T73A8 PPhmMe:(281) M9200 �,Ap1f OF,Tf,Y'J` RegWtrafim8742 outdo Bindings, Ins. Is An Appm'Med *.' : i City Of Hosbn FabiWaV, RICHARD D. TOMLINSON Taeung .A ............7 77704x 410ENSEO•'�%s"a•• Alliance lahWc nbnass, . FSS%ONALEaG ' SM ,T8 Houston, Texas, 77040 OJECT PIRrM: (713)934-M Fmd15107 i F-18128 „r�1„f QJ."..��Q,p✓- . 41W OUT-TOWOFSTEEL 20'-V 274r F'4 E-2 RF2.1 Ell F. .1 P4(Wj i FLI(ryp) ®. "a PLmm .8 ROOF LAP SHEETING PANELS: 24 GE. PR T. Bkk I MTME PARE10= I LENGTH 10"' I Rs ftYY " IIIIIIIIIIIIIIERTME MNiK pOil RI WHY 2.1 w � 63 MI'm wwm 1. w XF 9 —DF GnAPLVIAE R IS PAGE RELEASED FOR CONSTRUCTION 11111R- SIT: ARNOLDO RA.I— TRIIE: HIS. BUILDING NS%CTIONOIVJSION RELEASE GOES WTAPPLY TO CONSTRUCTION IN EA EMENTS OR PUSUG RIGHT OF WAY ALL CHANGES MUST SE APPROVED. ROOF FRAMING PLAN =Cr I =CITrmE1.T as - 'I' -,�- f, 77704 SS�ONAt ECG p' J T 8126 THRIE BUILDING t 494r OUT-TO.OUf OF STEEI- 38 O LEFT ENDWALL FRAMING: FRAME LINE 1 U LEFT ENDWALL SHEETING & TRIM: FRAME LINE 1 a 1 4O`-V OUT -TO -OUT OF STEEL CA) RIGHT ENDWALL FRAMING: FRAME LINE 3 WE RIGHT ENDWALL SHEETING & TRIM: FRAME LINE 3 TRUTABIE 101) PARE CMIX LWIN I E 'ER' Z"t we I a ws TISBNA M uf CITY OF GI -NE TNIG PASS —.EEo Foa O-ETR.OTI- gELEASE OOE6 NOi AUTxOPoZEAxr vogx IN COxFIICT .. rm.o..G„FG a su�nlFj�yTxox rxs.�oB Nx, A f It 9�i]OI•S — ARNOLDO MMRQ TBBPE:. BUILOI NG INSPECTION DIVISION RELEASE DOES NOT PPPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGM OF N Y ALL CMNOES MST BE APPROVED. I-T a/J(VaOuw LLC 1010 FroEI.T aw ISGIF88 Cx®mile. 19051 S.�p1EOF r Ss, fi CHARD D. TONE pR. ..•. 77704 ••••.+� "G MfsSIDy- NAL�,PG opA''O�JERCwTwS*0`-"S'�O F-18126 AL UTHRIEIBUILDINGSI. OUVAI BY'. T- -- DEaFo er. rlm sNFEr E. of 1. MOWTAKE RAwc P#AT { I8!m EI 1AEN 1PA11Q' I Eq MEN 11F111¢ iRBdTABLE Om PART AWLW 181GIH MIT liuBtli NV I� Boa mserA ur �3 V.r OUT -TO -OUT OF STEEL 40'A' OUT -TO -OUT OF STEEL 2 2a 0. 29-T 2 2Y4r d`P E.1 E-2 � ll E-1 EZ_ b I ----------------------------------- ---------------------------------- --------------------- I I T RF1-1 RF2.1 RF1.1 RF1-1 RF2.1 RF1.1 FRONT SIDEWALL FRAMING: FRAME LINE B BACK SIDEWALL FRAMING: FRAME LINE A oa t (Galt., with 3 downspouts) j❑ Q s t (Gutter with 3 downspouts)) j❑ ❑ I i i ___________________� FRONT SIDEWALL SHEETING & TRIM: FRAME LINE B ' BOTTOM OF DOWNSPOUT TO BE 8- ABOVE TOP OF CONCRETE FOOTING I iAO�F tf� i i i RIUNARD D. T0. i..................... 77704 ------------------------------------------------------------------- BACK SIDEWALL SHEETING & TRIM: FRAME LINE A JCTS ` F_ ' BOTTOM OF DOWNSPOUT TO BE 6" ABOVE TOP OF CONCRETE FOOTING r g 181 18126 I wm u I :a-rc. m I gal- SPLICE BOLT TABLE TW BN IN B a DW S9' Lm* Q4' t2 b R51 Ik NVIN NA CITY OF.RAPEVRE TI418 PAGE RELEASED FOR CONSTRUCTION _ � REW—IT1OE9NOT AurN.e¢Eauv VroRY INC.NFNCT NI TNT HE WILDING COOFOR 20NINC OeOMANCE EF. AI d CRY APPROVE.-- j[J(�j eY THE JOR eGE ST A1:f:/ti911NZf0�35 BY: ARNOLOO RAMRM T8BPE: IJMe BLILOINS INBPECTIONDIVISION FELEASE DOES NOT APPLY TO CCNSTRLO70N IN EASEMENTS OR PUMO RIGHT OF - ALL CMNGES MUST BE APPROVED. . s7llj 3r-r CLEAR 4 4U4rW-T0W0F81&L A RIGID FRAME ELEVATION: FRAME LINE 1 3 MB.®EATOBLE 7.... IpANEeRSW Bwxm.��� wxm.J�Fpq7Na exolw,I aIB' SxiNT TS-1U1B'exlw�ssv RF42 2V4W A1� 4d 5x1M'x19-7 YP 5x1MXiS.2 e' 1 Sx ll1•x 16 6x1N'x 5L• m� II Sta?E OF'TEx4J` II ............... RCHARD D. ...................... TOMLINSO b 77704e off.^•(/CENSE.... OVAL ECG �oF �O 50�� 8 _CT F18126 P �j GeR B/J(V Joao '' IE L IN LOB . A1Nw DMARnBD tllmlw wTeE�y� R90ECf aae rDDo GmeMIR. 1E05t I Dem-w_ W --to18 o" SPLICE BOLT TABLE Wmk Tap BN IN Type Do LWO SP1 4 4 0 A325 SR' 1' Qr 12 b I'Ali 1E ENNE THIS PAGE RELEASED FOR CONSTRUCTION CONFLICT NELF's.5EDGE5NDING b� vAl'HTN[DDILDING 600E GR 20NING OROWAYCE COORILEaNYN. PC DTI APPROVE. PL N JR '. SER�{PT ON TMf J088RE NT 11119�i925 BY:AR DORAMRa18BPE:IJNM B"..INSPECTICN DI-10N RELE DOES NOT APPLY TO CONSTRUC—N IN EASEMENTS OR PUBJC RIGHT O—Y ALL CRINGES MUST BE APPROVED. O RIGID FRAME ELEVATION: FRAME LINE 2 38'J' CLEAR H• 4P-0' OIR-ToOuT OF STEEL I NE6BE TABLE RFR-1 �I-@b'W7a flf:U ate eu'Y(/dSA� q'1[8'$f1nr BxiN'x103W RF2.2 Sr27-1f00M0.0 0.186 Pd 6x1N'x1@-05H' 6xiMx1@ 10810.0 118i6L iRF 6r1N'x@-0' 6r1N'x@U, is PROJECT I SaMMnI17 DeR RN(Vaeew LLC JOMI Ilm PRDEI.T C4tle oPAMNeF. Rlm. MiE CSoniN. iW51 I OEO®BY: Nn W4r 19'$ AW OURD40UTOFSM Q :S: -,L W4r 191-r 0 O A B A C m „ ANCHOR BOLT PLAN I =r I �'""""'c°"°'' aeB R/J(Vaeuw LLC Pam �ARBB MN a eav� ALdElB GRpmile. ,905, I DED®ev: BN S'�T ae, o: Bn I I e+E• z SIR r s wrl. mu e 1� F DR TNB P1OE RELEASED FOR iOR CO OONSTRUC,WOf BY: ARNOLDO RAWU TSBPE: 13969 BJILD.NG INSPECTON DIVIBI ON'. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF INAY ALL —NOES MUST BE APPROVED. RIGID FRAME REACTIONS (k ) @13 o Al I Max Hol¢ontal 2A 24 ''60 f eA 0) 19 MIX+V&IW 2.4L 'tee fu 121 RI Max -Vertical a1 QT f2A !2A � HI 111Dee9�CaNNRHL6e (2xarNWilaW.7BM10.15N916_1m�1 11pm.9w.Anre_aez ISIB.meWw.ewm_wyn RIGID FRAME REACTIONS (k ) 02 Q U Max HWkM 4A 11 'fu fu RI RI Max+Va*d 4A 48 yf 0A fu Lim -Verow 19_I 11.1 j66 lu I61 (4) (?IpFhWYbIaw.7RMN045wna}up2L = emm_l M*4_W NOTES FOR REACTIONS 1. Natl4BmtlbFnnavMlW eW myrtdmmlaaem HaVad Ae mqH VVnIepNYtl. 2 ProMSRRbun®awnhMehaL FNlrEimaWnF NpN076eaNS z B,a191 m,Fnna.9a.ae.elowlu.xoolml9..�F rn FBnY®eDa ThveOblleNmlxevwY.a. . aA6K9 nm.aonr.aw+n9wn11eea��mY.-46A 4wim En Xe9a F iRpF 91� IW2I 105/03 •4104m WIIDNd .d LIM 9aeW (pal • 24 FinaS Ip • 20 SAex Sb"NN Poa1M IpQ = 2A LO =a RnYUs aLM W M. Ne0 IFat -in =16.9 GUI LaRO Ipal = SO SNMlZ SraYWtl IIFW WYtl Spew (p) I�AI = 26 =110A Wntl Cotle =aC21 =c cl.. Cann =o9n RILaro�N Inpvtro-WM .e-xmlr =im Se�1e 0FIA0 Q*M samlewal @6e1 =Bm •afe ANCNORBOLTSW AARY T.w a Ob ImY au Tw9 9J 1 24 F— 3P GRX lu 22 BUILDING BRACING REACTIONS —Wd — Ca — md, AIL) L. Lk. l9N H. VW H. Y46 WM SFY M L EW 1 al F SW A BEN 3 B SW A W (n)RUd IVAdam r WAnk YLn6011uee RIGID FRAME REACTIONS WEN( AXIS BENDING F— Ca lile IM Ia12 Yea 31RIwn aW IB 4 B 1.1 21.1 10A w 02 17 24 S** 2 B 1.1 21.1 u 41 10.8 2./ TAM Seim 1. A 1.1 21A 10.6 iMW u U 2 A 1.1 21A 2.4 10.e Some WYa 02 AT 2.4 SBBI 1-F—IMN 1 3 RAeaRYaeemxe AvwaaYYan, EA f 0ee01m wls alarm n �nabaE ,L1tA 1 NE CRYOFaR Ifill TNI• PAOE RELEASED FOR CONSTRUCTION RELElSE DOES NOi AUPHORIZE ANY WORK IN CONFLICT KITH THE BUILDING CODE OR ZONING ORDINANCE 111192026 BY: ARNOLOO EGECDIZT9BPE: N3eBe BULLRING TAPECFICN DNIS MU RELEASE ODES NOTAPUBL TO WNSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF Vd1V ALL DNU NOES MUST BE APPROVED. 77704 m r�r � BwlMeac Yw I�ioRI F4Ot bUILUINUbY I B87r laacvnewuc earKAclua PAORT CiW 0MWX9F. tllmlw 011E 90Ha no IA9m I CN®F.ile. 76061 I OEO w- W aHr SK OF W 2 01 DESIGN 1 •S' ' 1 1'-2• 'ralnnxF,wmxo & r q It1 aSITE won __T a� usFuSrrvRUWneurxrwAuewuWlRaw�AvnnAsneirc M ' WOMxEM'HMbu�omvWnmue®quwlrrvu_WWM1ctaznurmm ___________MaI �b XOIIaR1lAb16 lNFRMwlrt maSf ni Aseewf451AIRPMweclMa I I u uisARmSt.e.,.uAWrsWSMI,wMarlrunwumium. � —edm"oR"'iaMw v'" *—T � CONCRETE W I FONNDZSPECS a. 3'A' z vwunweee•. mviwn��,zcnmelwmoors. Is'ealow Asmarcl.m5vmmxanrxFbwaPw,MFm,IscoAnnFbarmnlua,L.mmumu�v s<AalxppEss - /n CO RETE BOX § j SrRuu xort: oo+mW o-reM. 03'.L tXE eearix c wmoWSMRaaewx allwreFuaouFwess I a srstlpcxvma�Fs�a saw�ieF�uwe I I a I I wWwebsxruMn W�mnmaP orRoox I I cw,WilW W.,wwa. I REINFORCING I I I •.' ,rMo w,wuxrmWws. R bl GR +.a euwa Rue auw a Irc as um �w mwmvs woxw. e x o. w bolrw mrc m.M.vx..calnaw .wrwMxs wwx mawoFwxmPmx�Fsme,wa wrwuss..Aam.a� b 7 was[om[umwwunsA.zwtts oewaAvs rfrzWbxbs a _ w�RNw M..N raal. eW RwWexW� OBDB 9a61 L11YOFMMPRE-ENGINEFREO METAL BIIILOING �y IINS PAGE RELEASED FM CO CONBRa1CT10N if Nxam Pnu PmewcwwweRe Ax wewP e0.l uwulalm avvrws 5 NOt wTHORILE ANr WORK iN CO—T �/ ��• m 1-2 c5r-MT1 Eo`DINocooeoRroMNLORo�wwcEAt S�ptEO�.TE,PgJ' Puas TA„OTTO- xrxE,oe srrE r rzszs e ' � BY: ARAI= RAMIRU ISBPE: I— RICHARD. D: TOMLINSf BUILOINO INSPECTION DIVISION RELEASEOCESNOTAPPLYTOCONSTRUCTIONIN 1— 77704 zy EASEM ENTSCRPUBLICRIGFR I'wwr ALL Cl MUST BE APPRWEO. �j SS�ONALEN L p�✓ECT SO�V� F_18126 PRaEcr So heaRCBaop UTHRIE BUILDING aim pAXvw LLC xaaTpx PIAN I .pan crrari tw PROJECT w Capar4le Mills C. DRAWN BY. 16omce 0.4R 04R.V10E5 ADDRE5 G.2cevi0, TX 76051 CNECAEOBY: NM SNEET 91 OF SFI ALL SIGNAGE BY SEPARATE PERMIT WORLD o.eheor r .e yBo s.Ye sseM1t ..ldiiy r. a eneee. er i.inr-3 Less.r: ie me4119bt tera u.mleum, 1 ..eet.e • � 1/9" N1umLwm. ReSntee I- L 3" 3tafnlaaa 1 untM1raadad r (NNb B232YF393) ~ w�eN�r eId lae0 etelnleaa areal z•e . a• . - exee3 bolxa (NNCY 9221BN93Y�3ee MEN FRACTAL Texas Firm Registration No. F-16958 FRACTAL Project No. 25-079-04 9722 Gaston Road. Suite 150-241 Katy, TX 77494 Office +1-832-404-2280 Root Lab LLC 3807 Clinton Drive Houston, Tx 77020 rootlab.com info@rootlab.com DRAFTED BY: LEB 7pM# �4�44 Sae ,oF rF40V MARCO CANO L' �m D5B38 O N . � 4400ao 10.01.2025 DIOWORLD SIGN OVERVIEW DATE: 2025-10-01 REV 1 DIGWORLD MAIN SIGN-1 Bolt Condition in valley of corrugation v1[n i/p"[epinl uelhoN ^Yehl[ III" aluminum bolt plate Root Lab LLC 3807 Clinton Drive ALL SIGNAGE BY SEPARATE PERMIT Ho.-, Tx 77020 rootlab.00m info@rootlab.com Eeeirtm[eE neSpM1[ et ai0n 160 the DRAFTED BY: vep Ssile � LEB NOTES: I WY�J WIUA 'YJY I�ikY'! I (IIIIIII IIIIIII II IIIIII III nIII II IIII IIIIIIIIII II II II (IIII II II II II (IIIIIII I Innuunluunnnuuliunlln Ilnnluunnlnlluuunnlnlnu I Bolt condition in ridge of co I IIIIII IIIIIIIII II IIIIIIIIIIIIIII IIIIII III IIIIIII IIII IIIIIII II IIIIIII II111111 II rrugation I III III II IIIIIII (IIIIIII IIIIIIIII II IIII III II (IIII II II II (IIII II II (IIII II II1111 �I ' I Illlll ll lllllllll lllllllilllllll ll IIII Illlllllll ll ll ll lllll ll llllltl llllll ll � � I Inunnulnunnluununnnnl IUInulnunlullnuunnlnnnl � � :ien iir : �a .m[ hot[ 0 0 .lumlmIm hhl[ Fl.se hn�in.iae m4 mnniner MARCO CANO Om 0 f well 105808 .,.0 O ONAL 10.01.2026 1 uz• ienp w 3° p .3umSnua .weer OICWORLD SIGN 3 vp• ienp i�� CONNECTION DETAIL 1" 0 eiuidnu �I I F RACTA L ■�= DATE: 2025-10-01 Texas Firm Registration No. F-16958 REV 1 FRACTAL Project No. 25-079-04 9722 Gaston Road. Suite 150-241 Katy, TX77494 DIGWORLD Office+1-832-404-2280 MAIN SIGN-2 STRUCTURAL NOTES A. GENERAL 1. THE GENERAL CONTRACTOR AND SUB -CONTRACTORS SHALL DETERMINE THE SCOPE OF THE STRUCTURAL WORK FOR BIDDING AND CONSTRUCTION FROM THE CONTRACT DOCUMENTS TAKEN AS A WHOLE. DUECONSIDERATION SHALL BE GIVEN TO OTHER STRUCTURAL WORK OR WORK RELATED TO THE STRUCTURE, INCLUDING NECESSARY COORDINATION DESCRIBED OR IMPLIED BY DRAWINGS FROM OTHER CONSULTANTS. 2. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK; FOR CONFIRMING AND CORRELATING ALL QUANTITIES, DIMENSIONS AND EXISTING CONDITIONS; AND FOR PERFORMING WORK IN A SAFE AND SECURE MANNER PER OSHA AND DOSH STANDARDS. 4, WHERE CONFLICTS EXIST AMONG VARIOUS PARTS OF THE STRUCTURAL AND ARCHITECTURAL DRAWINGS, GENERAL NOTES AND SPECIFICATIONS, THE STRICTEST REQUIREMENTS, AS INDICATED BY THE ENGINEER, SHALL GOVERN. REPORT ANY DISCREPANCY TO THE ARCHITECT AND ENGINEER PRIOR TO THE FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBERS. 5. CONDITIONS DESCRIBED BY DETAILS, SECTIONS, NOTES AND SPECIFICATIONS INCLUDED IN THE CONTRACT DOCUMENTS SHALL ALSO APPLY TO SIMILAR CONDITIONS NOT SPECIFICALLY INCLUDED. IF CONDITIONS ARE FOUND NOT TO BE APPLICABLE, THE STRUCTURAL ENGINEER OF RECORD AND ARCHITECT SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. 6. THE REPRODUCTIVE USE OF THE STRUCTURAL CONTRACT DOCUMENTS OR ELECTRONIC FILES AS STRUCTURAL SHOP DRAWING DOCUMENTS BY THE CONTRACTOR OR SUB -CONTRACTORS IS AT THEIR OWN RISK. FRACTAL LLC ASSUMES NO LIABILITY AS THE RESULT OF THE REPRODUCTIVE USE OF THE STRUCTURAL CONTRACT DOCUMENTS FOR SHOP DRAWINGS. 7. SCALES NOTED ON THE DRAWINGS ARE FOR GENERAL REFERENCE ONLY. NO DIMENSIONAL INFORMATION SHALL BE OBTAINED BY DIRECT SCALING OF THE DRAWINGS. 9. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL RESULTING REVISIONS TO THE STRUCTURAL SYSTEM OR OTHER TRADES AS A RESULT OF ACCEPTANCE OF CONTRACTOR PROPOSED ALTERNATIVES OR SUBSTITUTIONS. 10. ARCHITECTURAL ITEMS OR PREFABRICATED ITEMS SHOWN ON THE STRUCTURAL DRAWINGS ARE REFERENCED FOR GENERAL COORDINATION PURPOSES ONLY. 11. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2021 INTERNATIONAL BUILDING CODE WITH LOCAL AMENDMENTS. 12. THE STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND PRESSURES SPECIFIED IN CHAPTER 16, SECITON 1609, IN THE INTERNATIONAL BUILDING CODE, ACCORDING TO THE FOLLOWING INFORMATION: ULTIMATE DESIGN WIND SPEED V(uR) 139 MPH WIND DIRECTIONALITY FACTOR 0.85 BUILDING CATEGORY II EXPOSURE CATEGORY B B. STRUCTURAL STEEL `0 1. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND THE AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". } ` V 2. CONTRACTOR SHALL FABRICATE AND ERECT STEEL IN ACCORDANCE WITH LATEST OSHA SAFETY REQUIREMENTS, INCLUDING 29 CFR PART 1926 SAFETY STANDARDS FOR STEEL Root Lab LLC ERECTION. 3807 Clinton Drive 3. STRUCTURAL STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING MINIMUM Houston, TX 77020 REQUIREMENTS UNLESS NOTED OTHERWISE ON THE CONTRACT DOCUMENTS: rootlab. com inPo@rootlab.com WIDE FLANGE SHAPES(W) ASTM A992, GRADE 50(50 KSI) CHANNELS, M, S, MS AND ANGLES ASTM A36 (36 KSI) SQUARE AND RECTANGULAR TUBES (HSS) ASTM A500 GRADE B (46 KSI) PLATES AND BARS ASTM A36 (36 KSI) DRAFTED BY: ANCHOR BOLTS (ANCHOR RODS) ASTM F1554 OR ASTM A307 (36 KSI) LEB 4. CONNECTION BOLTS FOR STRUCTURAL STEEL MEMBERS SHALL BE HIGH STRENGTH BOLTS WHICH MEET OR EXCEED THE REQUIREMENTS OF ASTM A325, TYPE N, X, OR SC NOTES: CLASS A. 5. NO CONNECTION SHALL CONSIST OF LESS THAN (2) 3/4' DIA. A325-N BOLTS OR WELDS DEVELOPING LESS THAN 12 KIPS. MINIMUM WELD SIZE SHALL BE 3/16" FILLET WELD. 6. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD D1.1. ELECTRODES FOR SHOP AND FIELD WELDS SHALL CONFORM TO AWS A5.1 OR AWS A5.5, CLASS E70XX, LOW HYDROGEN. 7. NO MISFABRICATED STRUCTURAL STEEL MAY BE ERECTED PRIOR TO REVIEW BY THE ENGINEER.PENETRATIONS SHALL NOT BE CUT IN STRUCTURAL STEEL MEMBERS UNLESS SO INDICATED IN THE DRAWINGS OR AS REVIEWED BY THE ENGINEER. 9B OF rE4p n, e. WHERE INDICATED ON THE DRAWINGS, STRUCTURAL STEEL MEMBERS, FABRICATIONS, AND WELDED ASSEMBLIES SHALL BE GALVANIZED AFTER FABRICATION BY HOT DIP PROCESS IN ACCORDANCE WITH ASTM A123. WEIGHT OF ZINC COATING SHALL CONFORM TO "CO CANO THE REQUIREMENTS SPECIFIED UNDER "WEIGHT OF COATING" IN ASTM A123 OR ASTM A386, 0 iDSsae ° AS APPLICABLE. THE AFFECTED PORTIONS OF FIELD WELDED GALVANIZED ASSEMBLIES SHALL BE FIELD PAINTED WITH ZINC RICH CORROSION RESISTANT PAINT. "'ALL 9. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL MEMBERS AND CONNECTIONS SHALL CONFORM WITH THE REQUIREMENTS OF THE AISC "CODE OF STANDARD PRACTICE FOR 10.01.2025 STEEL BUILDINGS AND BRIDGES" FOR ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS), SECTION 10, UNLESS MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED DIGWORLD SIGN ELSEWHERE. n� DESCRIPTION cnE of D FOR 0 e THIS PAGE FOR CDVB MEN OTAUTHEG X INCTIOIJ RELEASE DOES NOI N ANY INGO IN CONFUCt FRACTAL IMTH THE BUILDING RODE OR ZONING ORDINANCE CODE DIY APPROVED PLANS TO BE BUT ON THE JOB SHE AT 0 Ep DATE: 2025-10-01 Texas Firm Registration No. F-16958 REV 1 vlsrza25 FRACTAL Project No. 25-079-04 BY: AILD I RAMRFL DIVISION BOCESNG mISON 9722 Gaston Road, Suite 150-241 T APP Y TO C �L EABE�BENTS oa PUBuc RIGOHTTOl' IN Katy, TX T7494 DIGWORLD Office +1-832-404-2280 ALL CFNNGES MUST BE APPROVED. -LJ awma :-- -!MR '03/�OtlddY 3619f1W 63ON tlHJ lltl AVM Ao 1H 01d Omend NO S1N3 A3SV3 NIWiio - N0001—VION-035tl313H NOISIAIO N01103dSNI`JNI ine 8-1-d861 Z3tlIWtltl OOIONYtl A6 SZO L/fil/ll 3 o1NVNIoao oN oz3ao Sao oeoNladilne 3H1 H11M 1' w m 0 M JOL oO o� ME Oil . ......... 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New Construction 2200 W GRAPEVINE MILLS CIRCLE GRAPEVINE, TX 76051 Shipping Container Based Structure Submission: Certification Applicable Codes Deaion Criteria 30211NTERNAT11L 111ING CODE ISO)wI TEXA-MEVOMEN's 20Z0 NATONPLELECTRICCOCE(Ne'fw TEXAe AMENDMENTS OGCUPANCYGROUP'. OCCUPANT LOAD: 201EINTERNATONALEIAERGVCONSERVATONCODE(IECC)W TEXPSAMENOMENTS NEW BUILDING(8) CONSTRUCTION TYPE. 20211NTERNATONAL MECHANIG4L CODE(IMC) wI TEXAS AMENDMENTS BUILDING AREA'. EUSIKOIOANGMEIGHT: 20211NTERNgTONALPLLR4BIN000DEQPD)W TENASAMENOMENTS EGORY: 20111INTERNATONALFITECODE(IFC)W TEXASAMENOMENTS WIND EXPOSURE CATEGORY: 2012 TE%ASACCEESB14TV 5TANDAR05 (TAE) BASK WIND SPEED (ULTIMATE): NOMINAL IMND SPEED'. Design Loads DESIGN—COCE: ASCE 1-1. INTERNAL PRESSURE COEFF. —DMVELOYPSSDRESEI' BOl CIC DOF LABSSIGN RECATEGORY'. MINMUM UNIFORMLY SEISMIC IMPORTANCE FCTR, I. MAPPED ACCELERSTION(S6 Si) DISTRIMON ED FLOOR LIVE LOADS DESIGN ACCELERATION (So„ Sol:) ForrYlF wm..Sllyyyl—n uytyyel RO FIJVE LOAD L.tl� RRllKrf UNIFORM: SP., IN CONCENTRATED: SOO IMF MIN. CORRIDOR UVE LOAD UNIRFORM.. 1. FBF Additional Notes GROUDbE ALOAD OPMFE 1 A-0 q Nco N SHALLSEsotaaeI""CHDAx og s`Aa Aoaez —A.¢Rna ED PER cces TABLE BDI FIRE PROTECTION REOUREMENTS S(— MHcuOETYPE CONTAINERASTHE PRImARY IAWNxSE.a :« a.`MoireONTNANCE. ANC A�nrvnes sHou.comPLvwm+la A11v1 m°'' Ih a'�"�^'°'°"°.RVI ROs CONTRACTCRTOYERFY ha t1NOR oSpuEalPluccasTwrnox HNED 141 uI if�Lwu vs O CMEUREMEMAAoNOSo'."D ve CEreEE`'`EE`ERT11.pC1N"oi` 5m CHRrSITDreNO1-c.PLIAN-lTMr-.n CTAN" THISI e A fACTORY B—STAGING (Fee) DESIGN —C, WIN— AND—R INrwx FIRE SEPARATION REOUREMEMSPER TABLE e0211"ENTIT ON ', E ... TUT.NesrAreSNSICNA PEaamgxE rNFFrxFn TCMLmEwoxwnuoR ws acGP FRgrING(HG+Nsa or xq"'ZIr000AE A:Tr.ExgcTLocgrlcrvsxavm ox xr SSPNu,IGNG,s aNrN,cnoxT NO WG w APPDES Ia,X.+o ocvE 'ACT`IRI cowNlrn- AaF FOR sous A�-TANIE CON PUANCEPER I e lE aqS TOPES NGNE. xO GAS FPPCANCES OR WS a Manufacturer 110111arx 111-91 arIt serYlcea LLc 1:;nW. "H.W PF,T PHONE >1Se1a4g42 ATT� W,In 9HM er. EMNL NnIn.SMING-11Fmm ESR4658 9S016 SO. IT fi II C IC MPH 82 BR MPH A-ON.10 ,. xPar D.ta4 B. O.DBN A 0.1119. O.Oe9 A P1 Equipment Management Services, LLC 6910 S HO,letOn Pkwy H Houston, TX 74 Phone', ]13-6J5-444442 www, aqulpmen tm onagemen l serNces.com TEXAS LICENSE #:: IHM-673 PROJECT ADDRESS: 2200 WGRAPEVINE MILLS CIR., GRAPEVINE, TX 76051 Aattr % . FT 4r i �WIWAMALEE AjYYr7/CENs 2��a�' CENS 90 ttt"I,ONA 1011625 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.mm Texas Eng. Finn F-21382 COVER SHEET 2549 0.00 PRC—TNG SHEFT . i 11E (D �V" A - Ian' NYAD � t H P N [ L O MOOUI£ DATA PLATE MND OECAt LOCATION DESIGN NOTES 1. 20' HIGH CUBE SHIPPING CONTAINER, ISO 1496-1 CERTIFIED, STRUCTURAL MATERIALS PER ICC-ES AC462 AND ESR-4658 2. ALL CONSTRUCTION SHALL BE IN COMPLIANCE MTH ALL CODES LISTED ON THE COVER PACE 3. 160 SO. FT. CONOITIONED SPACE, INSULATED 4. FACTORY (CARGO) DOORS TO REMAIN OPERABLE WITH INTERIOR LOCKING PINS. SEE FLOOR PLAN FOR OPERATIONAL ENTRY DOORS. 5, REFER TO SHEET A2A0 FOR MATERIAL SCHEDULES 6. VERIFY FASTENING SCHEDULES PATH FQR IF REQUIRED. 7, EXTERIOR PAINT: RAI 6005 (MOSS GREEN) 9, NO BURN PLUS THS INTUMESCENT PROTECTIVE COATING TO BE APPLIED TO WALL AND CEILING ASSEMBLIES WHERE SPRAY -FOAM INSULATION IS INSTALLED PER MANUFACTURER SPECIFICATIONS 9. ETFCTRICAL SERMCE CONNECTION BY SITE CONTRACTOR PER NEC. SEE SHEET EIDO FOR SERMCE REQUIREMENTS 10, FOUNDATION AND ANCHORAGE BY OTHERS. MODULE SHALL BE INSTALLED ON LEVEL SURFACE WITH ADEQUATE SUPPORT PER STRUCTURAL NOTES C:'��I�II�. .L OFORAPEVNE M9 P1OE RELEASED FOR EOIIeTRUCnON REIE GDE8N0i AUTHORIZEANYVARINCONFUCT - —THE GUILCING CODE OR ZONING ORDINANCE ALL➢4fEt. EqulpmeM Management SertGt LLC 11I191Z025 Mont- Pk.y 6910 5 Lake HOIISIOn Pkwy BY: ARNOLDO MMIFZ TSBPE: I3e66 H-1tO TX 77049 BLYLDINGINSPECTIONpVI9IXJ. Phone: ]13-6]5-4442 IR3EAEFDOEENCTAPPLY TOCdJ61RUC110NIN www.equlpmentmanOgemenleervices.com EASEMENTS OR PUBLIC RIGHT OF WAY. Al CHANGES MUST BE APPROVED. • PROJECT ADDRESS: 2200 W GRAPEVINE MILLS CIR., GRAPEVINE, TX 76051 F T'14LL Lfr a : • - • ff4 � i WILLIAM A LEE 80fi38 ,frf 90,E <fCE NSF-O ?W f I1RS,1 'NA `av 10/16/25 �I William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.com Texas Eng. Finn F-21382 TITLE: DIG WORLD CONSmucnON sPFCIFICATIONS 20' HC - ADMISSIONS FRAMIFRAMIIORNG waLL6 DRAWN BY: CWAI APPROVED BY: WALL L. SK. STUDS INSULATED. WOOD STUD PLACED B 16' O.C. MAX.. DOUBLE STUDS AT RL V DATE OPENINGS, wall HEIGHT 8'-2' 9/30/2025 INSULATION: R-&6 + R-12 CLOSED CELL SPRAY FOAM INSULATION PANELING: 1' PLYWOOD + FRP FRAMING: 4" INSULATED. WOOD FRAMED FLOOR CEIUNG CEILING HEIGHT 8'-2" A.F.F PLAN INSULATION: R-&6 + R-15 CLOSED CELL SPRAY FOAM INSULATION PANELING: j' PLYWOOD + FRP 2549 Al .00 aQffi PROJECT NO. SHEET BASTING: 1-1/8" MARINE GRADE PLYWOOD DECKING. VINYL PLANK INSULATION: R-18 SPRAY FOAM INSULATION JIMII"��i DOOR SCHEDULE I- COUNT --I- wID1N HE-T THICK FRHISH RATED OAN.S—SEA OESCRIPnW R.O. PRE�SWRES ONL ID HMDwNiI HMO ST BOGILAR JD69. AE�4AM H. PEn'SUH 6, STEE. 2•-10 3/.' 8'-6 1/r O_, 3/.• PAINT - T NWULA RHR STEEL NAN 3r . W - - EPD A2'DOON ODOR QOBB. pfapAOLT xARDwARI, WINDOW SCHEDULE ITflI COUNT NA-,. Mani HEDET —HEIGHT I. —RATED MANUFADNRER DESCRPnOH be OPE"INO P SWRES ENERDY CWNENTS oIQ.i= S VMYI. r-111/Y r-11 T/z 4'-O' NO. PLY— "W' �5�05 "D INSVI1 >B.3B - N GA55, OWBI.E- SD INO WNDOW I DOW HPSC GLASS SHGC D. 2 1� ra a E I DEscAmnax INTERIOR FlNISuSCHEDULE DWNBHrs Rze RDDAe I DNORREWIY"E T a THIDN, OR,, W_ TN18 PAGE IffLEA8E0 FOR coNSTRUCTION DDNPDSInoN PLANK —EASE DOES NOT AUTHORIZE ANY WORxM CONFLICT WMP T a PLY—. F =� r I« A W HTHE,N�NDD-.ORIDNNDDRDINANDE WALLS ACDD_.�I DOVAPIMOVEOPue91OaENEPTOY TNEJOe BITE AT ul T D YOR I+UBBDi WAl1 BASE TT[ONY•kA NA- -OH O_ /IS12025 BY: ARNOLDO RAN! TSBPE: BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY 'f0 CONETRJCTI ON IN EDRNI51IN - - - - EASEMENTS OR FUBUC RIGHT OF —Y ALL OHANOES MUST BE APPROVED. a Equipment Management Services, LLC Tx Ter 6910 5 Lake HMont_ ON TX PkPkw9 ou Hston, ]]049 Phone: ]13-6]5-4442 www, equlpmenNnanagemen leerNces.com FT 2ttl _ rr + * ff4 i � WILLIAM A LEE so /ff 90�</CENSF-O �W V r It1""Nn� `av 10/16/25 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.com Texas Eng. Finn F-21382 TITLE: DIG WORLD 20' HC - ADMISSIONS DRAWN BY:I CWAI APPROVED BY, REV DATE 1 9/30/2025 EXTERIOR + INTERIOR INFORMATION 2549 A2.00 PROHCT NO. SHEET NSS 2rz.X AsoO a. O� (-. ALL MR..) His 2.2A Asa' I G ODOR.. j AND HEALER I -� yr O t feOO"ONTANCR I CDRRUCATET CCHIIVMA PAHD / STEEL TUBE OPENING FRAME DETAIL STRUCTURAL FRAMING NOTES: 1. STRUCTURAL STEEL FRAMING MEMBERS SHALL CONFORM TO THE ASTM SPECFICATONS DESIGNATED IN THE PLANS. 2 STRUCTURAL STEEL FRAMING MEMBERS TO BE 2'12'1} ASTM A500 NSS SQUARE TUBE STTEL. O. VERTICAL DOOR STRUCTURAL FRAMING MEMBERS TO BE FOIL HEIGHT, CONNECTING THE B07OM RAIL TO THE TOP RAIL OF THE CONTAINER 4. STRUCTURAL FRAMING FOR BROOKS WELDED IN PLACE 5. STEEL TURE FRAMING MEMBERS TO BE ON BOTH RDES OF OPENINGS �J o-1 '�E OF h1Tx ............. . 1, ,A; : � YURIANTO YURIANTO �i 116188 y�T _ Equlpmerrt MBla�gemeM Servlc®B, IL A -`ONAL - M—tocmreF [TX FIRM Rt N: F-158921 6910 S lake Houston Pkwy Sy Vudat11:07:06PM,S/27aO25 H—ItI TX 77049 Phone: , 113-fi15-4442 License Expires: 9/30/2028 www.egWpmentmanagemenleerNcea.com PROJECT ADDRESS: r - 2200 W GRAPEVINE MILLS CIR, GRAPEVINE, TX 76051. DESIGN LOADS: ROOF LIVE: 20 PSF \� ROOF SNOW LOAD: 5 PSF FLOOR LIVE:100 PSF WIND LOAD: VULT =106 MPH Q VASD = 82 MPH WIND EXPOSURE: C —� SEISMIC DESIGN REQUIREMENTS: SEISMIC DESIGN CATEGORY: B Ss: 0.104 S1:0.054 m.oFaaAPI�xE PACE RELEASED FOR CONSTRUCTION THIS NB.EABE DOES NOT AurH0—ANr WORK IN CONFLICT TITLE: CODE ORLO NG0MIINANCE DIG WORLD APPROVED PLAN 6 TOBE KEPT 20' HC - BOX OFFICE 1111912025 BY: ARNOLDO MMREZ TSBPE: I.. DRAWN BY:I CWAI APPROVED BY:I BUILDING INSPECTION DIVISION. RELEASE DOES NOTAPPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY R`V DATE ALL CHANGES MUST BE APPROVED. 9/22/2025 OSTRUCTURAL STEEL MECHANICAL SPECS. STRUCTURAL 51ELL GRADE � MELD A6 M PONT. IIIttLk[7 II ELO CA Os DRIPTION FRAMING l Nao AA�IT NtMA MKN— PLAN ONAULy CNRAL STEEL B (CDR EN A) 2549 A3.00 ASTM AwD I So INS] I 62 [aze] I - BELDED°NAND SEAMLESS _ON PROJECT NC SHEET STEEL ORAPED ST TPU11DmN -STRUCTURAL STEEL MATERIAL IN ACCORDANCE. WTH AISI. SIM-16 A3A ED ED [o B B B F FACRMT DOIXi FND t SECTION A -A -I AXU1 mIaAlNscrvu.�� SECTION B-B CBUNO III I' PLTw00D + PRP WALL PANEL �" RYWWO . fRP� l / /0OUxc CAHr SPRAY- 1 INsu — WALL uMTY sPRAY- AM InSULARON x TXT FRP PANELS: r THICK, A FLAME SPREAD MATERIAL d' OKE D VE VALUE T I SMOKE DEVELOPMENT < 450 FLAME SPREAD INDEX < 200 CONTAINER PLaOR Nan�au E I —Liza• TH. . DECKING LDW VDC �W� FRAM INSF1UiIDN U SS II VA I I R 1• THICK, _._ NOMINAL R-I 6/INCH G STROKE OEYLI-Ni<450 FLAME SPREA'� i', SEX < 25 ND WRN PWS THB: INTUMESCENT COATING THERMAL AND IGNITION BARRIER NATURAL THERM 2.0 CO PAITBLE, ER-336 MINIMUM APPUCADON THICKNESS WET FILM = 14 MILS DRY FILM = 9 MILS 1B I CONTAINER BOTTOM RAIL CON1yINPER BOOR SECTION C-C INS-ONA3• DIK. If cm DP eRAVEVNB THIS PAGE RELEA9® FOR CONSTR.— ppES n0i quTHORIZEANv wDRKIx CONfuct oR ZONIx6 CROINPNCE CNty APPxOVEo vun�oT YE9En ox tNe UOR ene Ai t tit 8(L035 BT: AfNOLDO RAMIREZ TSBPE: IJSSS BUILDING INSF'ECTIONDIVISICN. RELEASE GOES NOIAPPLY TO CONST-1 ON IN EASEMENTS OR PUBUC RIGHT OF WAY ALL CHANGES MAST BE APPROVED. V NA• Noon -D _ - -- GOBn mL smA oNA - -= NRMRpN, WALL GMY = R-68 R 2 M W„I.. FLAB' A —-- SECTION D-D EgMl —Tl fY .gement Services, LLC Monu/ocX Pkwy T 6910 5 Lake Pkw, HOp Houston, 74 Phone: ]13-675-444442 www.equlpmenfmanagemen leerNces.com .p11 FT ihL _ lr � • * Ifff wWI--i i • _ LLIAM A- LEE i 80fi38 ,fff CE NSF-O �W f TL�S$A�N�``av iD/16/25 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.com Texas Eng. Finn F-21382 TITLE: DIG WORLD 20' HC - ADMISSIONS DRAWN BY: I CWA I APPROVED BY: REV DATE 1 9/30/2025 SECTION VIEWS 2549 A4.00 PRO,eCTNO. SHEET INTERIOR SIDE 1 r "„ EXTERIOR SIDE TOP SIDE RAIL CENTER LINE OF POST TO TOP RAIL TOP SIDE RAIL, POST & HEADER SIDE WALL PANELTi PANEL TO BEAM 4" O.C. OPENING HEADER/SILLGERED (IF APPLICABLE) SEE ELEVATION FOR SIZEHEADER TO POST COLUMN POST SEE ELEVATION FOR SIZE -M FINISH FLOOR POST TO RAIL ----II --' C—SECTION BOTTOM SIDE RAIL REINFORCE PLATE , IF APPLICABLE ------ (NOT SHOWN) \ C1 POST & HEADER Fricvei3err� WITH C—SECTION SIDE RAIL BOTTOM I I POST TO RAIL 3/16" FINISH FLOOR 4 I Z—SECTION BOTTOM SIDE RAIL T PAGE E ORLON TRUC N -= _-_ REINFORCE PLATE"PP'O4F"`:""�[ o ('- "" '�x rHF ��F,�rF n�es 11 —1 IF APPLICABLE _-- (NOT SHOWN) POST & HEADER FRAMING DETAIL a 7.T., .1 WITH Z—SECTION BOTTOM SIDE RAIL CONTAINER I (E70XX 5/i6" 6' 0 �v Z- TOP OF FOUNDATION OR SLAB ON GRADE �i�il�i0000000iauooa000io oa SEE EMBED PLATE ANCHOR DETAIL I CORNER FITTING TO EMBED PLATE WELD DETAIL r.� CR9P .. :u THIS PAGE RELEASED FOR CONSTRUCTION C. ILL LMES 11I19I2025 BY: ARNOLD O RAMI- TSBPE: 1-i8S8 BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. SYMBlu (1) 1- DUPLEX CSC ELECTRICAL 1W AMP MCB 201 VOLT P-P 120V P-N ..AENCLOSURE: I 4' INIEGRATET LE➢ STRIP UCH'. I -PANEL 1 PHASE 4 WIRE t01WC / wAu seioH o z+D/1z9v 6REAxER PANB ELECTRICAL LOAD SCHEDULE e ML�IID UmIn LKN1xF 11pv.NuSx CKT-No C A.P RATING CON µECTED CONNE pESCRIPTON BRAN WAR FACTOR R MIRE SIZE BFANCH CKT. TOTAL FEEDER LOAD LOAD V.. 2286 DO 1.25 '12 AWG 2860.00 2860.DO 9� 2 R1EffC 20-SP 1.25 12000 UNFITS 125 Y12 AWG I -OD ,(�,� 1. 4 CAL RK SHALL BE IN ACCORDANCE NTH THE 2020 4 20-SP J.50 900.00 Rt!GEPTS TOO Y12 ICWG II"" 900.00 EDITION OF THE NATIONAL ELECTRIC CODE AND ALL CODES UNDER LOCAL JURISDICTION. ACTUAL LIGHTING LOAD= 150.00 2. MINIMUM WIRE SIZE SHALL BE 012 AWG UNLESS OTHERWISE NOTED I;g,a NEC CALCULATED LOAD IF GREATER THAN ACTUAL LOAD- 700.00 WTH ALL WIRE BEING COPPER TYPE THHN/THWN-2 OR EQUIVALENT. PER CALCULATEC UGHTiNC LOAD EXCEEDS ACTUAL LOAD NEC RECEPTS FIRST NEC 2020. 3. ALL ELECTRICAL SYSTEMS SHALL BE EFFECPVELY GROUNDED AS IO- O IOOx ANG REMAINING a SOL-0 TOTAL wA'i5=� 446D REQUIRED IN ARTICLE 250 OF THE NEC. 4. ALL LOOSE RUNNING CABLE IN JOIST SPACE TO BE SECURED NEATLY OTYOFORAPeAME AMPS= 2t TO STRUCTURE WITH APPROVED STRAPS OR STAPLES AT INTERVALS NOT THIS PAGE RELEASED FOR CONSTRUCTION EXCEEDING 4.5 FEET AND WITHIN 12 INCHES OF BOXES OR FITTINGS, PER 11=1 0oE9 NOT AUI'HORI2E ANYYYORK IN corvalci NEC 2020. 5. ALL CONDUIT SHALL BE STRAIGHT AS POSSIBLE AND PARALLEL OR LAxs T�LUNt-O PERPENUICULAR TO BUILDING LINES. 6. ALL CONDUIT SHALL BE CONCEALED WITHIN WALLS AND/OR "THIN THE 1111-2S CEILING. ]. ALL UNSPECIFIED INTERIOR RECEPTACLES SHALL BE 17' A.FF O.C. BY:ARNOLOORAMIREZTSBIN IJ899 BUILDING NSPECITCINDIVISION B. WALL SWITCHES 043' AFF O.C. 9. ELECTRICAL SITE CONNECTOR TO BE COMPLETED BY A LICENSED RELEASE DOES NOT APPLY TO CONST—ON IN EASEMENTSORPLBLICRIGHTOFYNAY ELECTRICIAN. 10. MAIN ELECTRICAL SERVICE ENTRY SHALL UTIUZE A IDEA NEMA 3R RATED PANEL WITH 1-1/4" PVC CONOUIT BODY TYPE LB FOR SERVICE ALL CHANOESMUST REAPPROVED, CONDUCTORS FROM UTUTY CONNECTION. CONDUIT BODY SHALL CONNECT TO SCHEDULE 40 PVC CONDUIT (UV -RATED PER NEC 352.10), IN STALLED PER NEC 2020, ENSURING PROPER CONDUCTOR FILL (NEC 352.22, 31T28) AND UTILITY REQUIREMENTS FOR MATERIAL AND GROUNDING 11, WALL SWITCHES SHALL BE DIMMABLE OR BILEVEL CONTROLS CAPABLE OF REDUCING LIGHTING POWER BY AT LEAST 50% PER 2015 IECC LIGHTING CONTROL REQUIREMENTS (C405.2). 12. ALL EXTERIOR RECEPTACLES SHALL BE GFCI PROTECTED PER NEC 210.8 l .1 FI-FCTRICAI PANEL RISER P. Lawn. lmA 2 O ��zae.u'�+ii� H _1 �n x WpxYpL9 A C tea AHU1 ELECTRICAL SERVICE ENTRY, PVC CONDUIT BODY TYPE LB "VAC. 1PFC.IFIf.A1I15 UNIT TONNAGE CONDENSER CONDENSER CONDENSER AHU AT' AHU MANUFACTURER MODEL OESCRIPION CODLING SYSTEM AIRROW2/EER .DER CURRENT IIEPIER HEALER NIGHT ROUGH N N HEIGHT DEPTH 'MOTH HEIGHT CEPM CAPACITY (_) (CFM) (Amps) PACKAGE CAP. (1b,) OPENING 1I SITU 7 UCTIESs 9xP.E ZORE 1 1 2'-I' 1'-T -9 I/2' - - - IxxOvufl 12x2v51(GT MI NTCNOt AND t),s60 225 - 5CU 167/1D.6 1 FNA ... U - AK S 6D xA HNNOVNR VIN12H2V51(I) SNGLEH2ONE AIRMHA M& 1XD" Z]5 SCSI 16.1/10.6 1 0 - AN 2C NA EgUIPMent IMIlElgement Ser"Ices, LLC Manutocturer 6910 S lake Houston Pkw, xaustpn, TX 77049 Phone, 713-675-4442 www, equ IPmentm 'gementserNces.com F T 7rY � • _ �* rMrl WILLIAM A LEE 80fi38 ¢0 If 90 r/CENSEq r IIH1"Nn� `av 1D/16/25 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.com Texas Eng. Finn F-21382 TITLE: DIG WORLD 20' HC - ADMISSIONS DRAWN BY: I CWA I APPROVED BY: REV DATE 2 10/9/2025 HVAC + ELECTRICAL DETAIL 2549 ME1.00 PROXCT NO. SHEET Project: Dig World Dallas- Concession Building _ DRAWING INDEX GENERALIINFORMATION u�TNA� ARCH Iw,TI ONA v+v25Al 11 Scial Conditions + Limitations: ThI' !Ielge, la no[Oaalgneo fG be lorataOlna gooG nle pm)ect 1e GeAl Gto bet GIn Me city oTG®pe ,TX,-1la P.S. IN I.S.. C.M Thla prole¢ hea been eealgneb to comply—.11 xIhe coaee. eppl PIESE to H1 IISIln, Thl. bullbing(e) ra+nat be 11 n 1n Msse plane ImvME l+ema or Fa IkE In Me OeIE byr. New Construction 2200 W GRAPEVINE MILLS CIRCLE GRAPEVINE, TX 76051 Shipping Container Based Structure Submission: Certification Applicable Codes Design Criteria 30211NTERHATIONIAL 111IN1 CCDE IIEC) wI TDEASAMENDMENTS 20Z0 N4TONPLELECERICCOCE(NEZ TEXAe AMENDMENTS OCCUPANCYGROUP'. OCCUPANT LQAD: 201E1NTERNATONALEWE YCONSERVATONCODE(IECC)W TEXASAMENOMENES NEW BUILDING(8) CONSTRUCTION WAS Z0211NTERNATO,NAL MECHANICAL CODE(IMC) W TEXAS AMENDMENTS BUILDING AREA'. EUSIK-I�NGHEIGHT: 20211NTERNATONALPLLR491NG OCDEQPC)W TEXASAMENOMENTS EGORY: .0l INTERNATONAL FIRECCOE(IFC)W TEXASAMENOMENTS WIND EXPOSURE CATEGORY: 1012 TE%ASACCESS SIUTV STANDARDS (TAB) SAGO WIND SPEED (ULTIMATE): NOMINAL —SPEED'. Design Loads DE61GN LORD CODE'. ASCE 1-16 INTERNAL PRESSURE COEFF. W NDNEWCnYPRES3uRESEI BOlMIC DESIGN CATEGORY'. M MIN MUUNIFORMLY S.1-C IMPORTANCE FCTR, I. MAPPED ACCE—Ill (4: Si) DISERONI ED FLOOR LIVE LOADS DESIGN ACCELERATION (So„ Sol:) ForrYlF wm.e(g (yyuu wnu uytyyel RO FIJVE WAD L.tl� RRIIKEf UNIFORM: SPSF IN CONCENTRATE.: 30C PEE MIN. CORRIDOR UVE LOAD UNIFORM: 1. INE CONCENTRATE-: E. 1. GROUNDENOWLOAD: OPSF TABLE W FIRE PROTECTION REOI.IREMENTS Additional Notes _ ALLpGNrAI ClEI N GMMauCTUNALIATE L8C—EOPERGOID"° WNGEaS.a CEs. Ma�3 ,�eMno., SE Esro m HIGH ae—ECONTAwen Asn+E PRIxARv h' tEPoOR IryrTwMAun w ARDS GENE�cwTvRlivcxPLrvcE fLu�owww .—A,�wMEAE"E°"nI_AiE°orRI UGNs3SMEDMMaFE'SETIC �moyap O a EcelarvearrvG heel DESIGN HvnewwOw, pluo DooR FIRE SEPARATION REOUREMEMSFER TABLE eG2', Gry UEq TaRr*D1MaIxOF searannGNms .T-.SG.T cuv ewrlNaq NE AND CERUE"TTMrIN TONS '�� 11N_a,C-1—Arr11-11CARG ai�NGN TGR.GGrv.INaRGG.rGRSG RRTHrR GEE6.odEPEA PPUAN E6GRGAS Manufacturer 1101 Et Meneeamarn 5"111e1 LLD 1:'nuk."H.WS" y PHONE 213e1E4a42 Wrin 9NM Sr. EMNL xnln.3MIM1®1mNlGmm ESR4658 Imo„...,. ■ Z 9S0Is SO. IT all II IC C MPH 82 82 MPH 0.18 ,+. zo.x par O.ta4 B, 0.05A p 0.1119. O.OE9 g �• Y w3'4T��'e:':.�i.'r'G Equipment Management Services, LLC Monu/Gcturer 6910 S Houston Pkwy H Houston, TX 77 049 Phone', 713-675-4442 www. equlpmen tm onagemen l serNces.com TEXAS LICENSE #:: IHM-673 PROJECT ADDRESS: 2200 WGRAPEVINE MILLS CIR., GRAPEVINE, TX 76051 F T ++ •i +% WILLIAMALEE� a0638 t rEl1,,,, �+� 10/1625 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 info@uei-tx.com Texas Eng. Firm F-21382 COVER SHEET 2549 0.00 PRC—TNO SHEFT B 6FnWNc WMOW (TwJI,w-F � . ,v4c � FI 4 1 1�llLLLLLL LL.. v xYNU 4Nw ]-COIWMINdT 9NK ~l Ouep,AE DATA PLATE ANp occAL Loanav Q D E SIGN NOTES' 1. 20' HIGH CUBE SHIPPING CONTAINER, ISO 1496-1 CERTIFIED, STRUCTURAL MATERIALS PER ICC-ES AC462AND ESR-4658 2. ALL CONSTRUCTON SHALL BE M COMPLIANCE W" ALL OWES USTEO ON THE COVER PAGE 3, 160 SQ. FT. CONOI TIONED SPACE, INSULATED 4. FACTORY (CARGO) ODORS TO REMAIN OPERABLE 'WITH INTERIOR LOCKING PINS. SEE FLOOR PLAN FOR OPERATIONAL ENTRY DOORS, 5, REFER TO SHEET A2.00 FOR MATERIAL SCHEDULES 6. VERIFY FASTENING SCHEDULES WITH E.OR IF REQUIRED. T. EXTERIOR PAINT: RAL 9016 (TRAFFIC WHITE) 9, NO BORN PLUS THB INTUMESCENT PROTECTIVE COATING TO BE APPLIED TO WALL MO CEILING ASSEMBLIES WHERE SPRAY -FOAM INSULATION IS INSTALLED PER MANUFACTURER SPECIFICATIONS 9. ELECTRICAL SERVICE CONNECTON BY SITE CONTRACTOR PER NEC. SEE SHEET EIDO FOR SERVICE REQUIREMENTS 10, FOUNDATION AND ANCHORAGE BY OTHERS. MODULE SHALL BE INSTALLED ON LEVEL BUREAU VAT, ADEQUATE SUPPORT PER STRUCTURAL NOTES CLS OF ORAPEVCG THS PAGE RELEASED FOR CONSTRUCTION RELEAS TVATOHE 011LG NG CODE ON ZONING OMNANE�� _ NJBES. I II11112025 BY: ARNOLDO MMiEZ TSBPE: 13385 "ONG NSPECTONDIVISION RELEASE DOES NOT APPLY TO CONSTRUCIi ON IN EASEMENTS OR PUBLIC RIGHT O VVAV ALL CHANGES MUST BE APPROVED. JQCNSTRIICTION SPECIFICATIONS INTERIOR WALLS FRAMING" INSULAlEO. 'NOW STUD WALL. STUDS PLACED 0 16- O.C. MAX., DOUBLE STUDS AT OPENINGS, WALL HEIGHT 6'-z' INSULATION: R-8.6 + R-12 CLOSED CELL SPRAY FOAM INSULATION ING: PM r PLYMW O+ RP suuNO FRAMING: 4' WSULAT". WOW FRAMED CEIUNG CEIUNG HEIGHT &-2' A.F.F INSULATION: R-&6 + R-15 CLOSED CELL SPRAY FOAM INSULATION PANELING: j' PLYWOOD + FRP FLOOR EMSTING: 1-1/8' MARINE GRADE PLYWOOD DECKING: INSULATION: VINYL PLANK R-18 SPRAY FOAM INSULATION I E.gWpment Management Setvlces, LLC Monuta<tur er 6910 G Lake HOustan 9 Houston, TK T704T049 Phone: — 5-4462 www. equlpmeOtm onagemen G.lse1�ces.com PROJECT ADDRESS: 2200 W GRAPEVINE MILLS CIR., GRAPEVINE, TX 76051 f 1 Ir11 .a aA�A •w -y i- .WILLIAMALEE �J 80838 A2I 90,E 2JCENS F'O =w•V r/III Sl\ONq `aV 10/16/25 William A. Lee, P.E. Professional Engineer Ph: 214,632.7766 Info@uei-tx.Gom Texas Eng. Finn F-21382 TITLE: DIG WORLD 20' HC - CONCESSION STAND DRAWN BY:I CWAI APPROVED BY, REV DATE 1 9/30/2025 FLOOR PLAN 2549 A1.00 PROTECT NO. SHEET I— COUNT WTEMAL WIDTH HEIGHT PEesar�+Na'D�GGR , s1m z-1D a!4• e•-s ,7a. E sERNINC MNOOW Z V1.0 OF GRAPEVINE THIS PADS RELEASED I-CONSTEWCRON RELEASE DCES NOT AITHORIZE ANY-IO N CCNFUCT WITH THE a111 WING LGCE OR ZONING ORMNANCE a APPR . ...., ..Rw.Y 11 wlN I t/191'ZG]5 eY: ARNOLDO fUMIRQ TSSPE: I3 BUILDING INSPECTION DIVISION. RELEASE DOES NOTAPPLY TO OMSTRUCPW IN EASEMENTS OR PUeUC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. DOOR SCHEDULE TH. FINISH RATEC MAN.UFACNRER OESCRIPnW R.O. � � OWL ID xMpwARE of PMNT T DD MDSTEEL Jp69. REVDL4 CIXJFlG., G-, 3,4• - MGLA RHR MAN 5A- . EG• - - EAG a2 DDDe °0°R aosER, GEADRGLT xARowwxE j -WINDOW SCHEDULE 9LL HEIGHT IMPACT RATED IuMMRACT.OiERI DESCRIPTION I ROUGH --0 PRE591RE5 ENERGY CouuENTs STEEL I a-C S-D' J 4'-O' 1 NO I EMS IWAWMRNNOI 4D . Te - _ GAS �0 /� M AMO INTERIOR FINISH SCHEDULE Etams I caMPD9noN vHAHN 1-1 oRRcauly E IT d couMmc Av aEmPr ;• PLrwooC + TXt ESP f3P.50C-s-Cs E' nliac 4 . e WALLS CEIU'"'I T O Y G _ I+URBER WAl1 BASE Ti[ONYKA OR MATCH COL. A t/Z' FURNISHINGS I - - - a E1.11—rn Management Services, LLC Mon Mt.FtMTer 691U 5 Lake Houston Pkwy HOuetOn. TX 77049 Phone: 113-615-4442 www, equlpmeOtmanagemen leerNcee.com FT rrtt rf i � WILLIAM A LEE � 80fi38 ,fff 90� "c ENSF-O �W V f It, 11 "IYA 18/i 6/25 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 InfGQDei-tx.com Texas Eng. Finn F-21382 TITLE: DIG WORLD 20' HC - CONCESSION STAND DRAWN BY:I CWAI APPROVED BY, REV DATE 1 9/30/2025 EXTERIOR + INTERIOR INFORMATION 2549 A2.00 PROMCT NO. SHEET SERVING WINDOW CONSTRUCTION DETAIL B9 o- ASW G.. G oae daM� ANo HEADER _ O STEEL TUBE OPENING FRAME DETAIL j I H SS 2.2.47 SQUARE TUBE STEEL\ u �lIiiiihlii�iilliikiii�iil� I(1M A —LL4tMNDOr5Q. C F \\\\\ TI1B£ 91F£L. _ T I n r reNoow FRAME Will STRUCTURAL FRAMING NOTES: T. STRUCTURAL STEEL FRAMING MEMBERS SHALL CONFORM TO ME ASTM S EfB1CATONS DESIGNATED IN 1HE RAMS. 2 STRUCTURAL STEEL FRAMING MEMBERS TO BE 2".2'1a" ASTM A500 HSS SQUARE TUBE STEEL 3. VERTICAL DOOR STRUCTURAL FRAMING MEMBERS TO BE NU HEIGHT, CONNECTING THE BOTTOM RAIL TO THE TOP RAIL OF THE CONTAINER 4. STRUCTURAL FRAMING FOR SERVICE WM00% TO INCLUDE VERDCAL MEMBERS NLL HEIGHT, CONNECTING THE TOP AND 907N CONTAINER RAILS S STEEL RISE FRAMNG MEMBERS TO BE M BOTH SIDES a OPENINGS v llllllill�l��7l: 0 SECTION C—C a F71 - 'gRP.�E OF T F�4J� Tx YURIANTO YURIANITO/ �t 116188 1/ tT'%p • p; t /ONAL ITXITX FIRIA By YMrI a1/1:18:31 PM, 9/21R025 License Expires: 9/30/2026 STRUCTURAL STEEL MECHANICAL SPECS. 5 —E , HE �.P wPoTmM,1Em Ae' Mao R, 21 mR ME r l0 BB L3451 I TB IFe07 IAL MGN-S11BNGTR 1R cTURp4 STEEL B LcaNTEN A) AB M A5�0 I 50 )> 5) I B2 )41e) I `MFUIED AND SEAMLESS CARBW STEEL —1. .—TUR aal -STRUCTURAL STEEL MATERIAL IN ACCORDANCE. MTH AISI SIM-16 All Equlpmwd NBITegemeTlt Services, LLC 6910 5 lake HauMant- PkTerON TX — Hs4442 Phone: ]13 TX 113-fiJ5-4442 www.equlpmentmanagemen leerNcee.com PROJECT ADDRESS: 2200 W GRAPEVINE MILLS CIR, GRAPEVINE, TX 76051. DESIGN LOADS: ROOF LIVE: 20 PSF ROOF SNOW LOAD: 5 PSF FLOOR LIVE: 100 PSF WIND LOAD: VULT =106 MPH VASD = 82 MPH WIND EXPOSURE: C SEISMIC DESIGN REQUIREMENTS: SESMC DESGN CATEGORY: B Ss: 0.104 St 0.054 TITLE: DIG WORLD 20' HC — CONCESSION STAND DRAWN BY: ICWAIAPPROVED BY: Rry DATE 9/22/2( STRUCTURAL FRAMING PLAN 2549 A3.00 PROHOT NO SHEET INTERIOR SIDE TOP SIDE RAID CENTER LINE OF TOP SIDE RAIL, POST & HEADER — SIDE WALL PANEL OPENING HEADER/SILL (IF APPLICABLE) SEE ELEVATION FOR SIZE COLUMN POST SEE ELEVATION FOR SIZE EXTERIOR SIDE 3/16" POST TO TOP RAIL /PANEL TO BEAM 1/8" V2" ® 4" O.C. STAGGERED 3/16 HEADER TO POST FINISH FLOOR POST TO RAIL � 3/i6" GRA E u/ `11 1IS PAG-l-SEO FOR CON-U-0N C—SECTION BOTTOM SIDE RAIL n u cone oezo REINFORCE PLATE my 1-111111 Tnn CFVT nN TxF inA aTF IT IF APPLICABLE ______ _--_ ALL nos. (NOT SHOWN) 11"92025 Z—SECTION BOTTOM SI REINFORCE IF APPLICAE (NOT CHOM C1 POST & HEADER FRAMING DETAIL WITH C—SECTION BOTTOM SIDE RAIL POST & HEADER FRAMING DETAIL WITH Z—SECTION BOTTOM SIDE R7— TO RAIL CONTAINER I (E70XX 5/i6" 6' 0 �v Z- TOP OF FOUNDATION OR SLAB ON GRADE �i�il�i0000000iauooa000io oia SEE EMBED PLATE ANCHOR DETAIL I CORNER FITTING TO EMBED PLATE WELD DETAIL a THIS PAGE RELEASED FOR CONSTRUCTION CITY APPR-ED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES 1111-zs BY. ARNOLD O RAMI— TSBPE: 1-98 BUILDING INSPECTION DIVISION - RELEASE DOES NOT APPLY TO CONSTRUCTION - EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. _ 9 12OV OUPIEX CFO G� 4' INTEGRATED LED STRIP UCHT, 120V r WALL SM W c 2M/120V BREAKER PANEL e xwxiFroD LED MRUn L'onvq- NLN AL511 1. E "C ICAL WORKNSHALL BE IN ACCORDANCE WITH THE 2020 EDITION OF THE NATIONAL ELECTRIC CODE AND ALL CODES UNDER LOCAL JURISDICTION. 2 MINIMUM WRE SIZE SHALL BE 012 AM UNLESS OTHERWISE NOTED WITH ALL WIRE BUNG COPPER TYPE THHN/THWN-2 OR EQUIVALENT, PER NEC 2020. 3. ALL BLECIRICAL SYSTEMS SHALL BE EFFECDVELY GROUNDED AS REWIRED IN ARTCLE 250 OF THE NEC. 4. ALL LOOSE RUNNING CABLE IN JOIST SPACE TO BE SECURED NEATLY TO STRUCTURE WITH APPROVED STRAPS OR STAPLES AT INTERVALS NOT EXCEEDING 4.5 FEET AND WITHIN 12 INCHES OF BOXES OR nTINGS, PER NEC 2020. 5. ALL CONDUIT SHALL BE STRAIGHT AS POSSIBLE AND PARALLEL OR PERPENDICULAR TO BUILDING UNES, 6. ALL CONDUIT SHALL BE CONCEALED WTHIN WALLS AND/OR WITHIN THE CEILING. 7. ALL UNSPECIFIED INTERIOR RECEPTACLES SHALL BE 17• A.F.F O.C. 8. WALL SWITCHES B 43' AFF 0.0 9. ELECTRICAL SITE CONNECTION TO BE COMPLETED BY A LICENSED ELECTRICIAN. 10. MAIN ELECTRICAL SERVICE ENTRY SHALL UTILIZE A 150A NOMA 3R RATED PANEL WTH 2• PVC CONDUIT BODY TYPE LB FOR SERVICE CONDUCTORS FROM UTUTY CONNECTION. CONDUIT BODY SHALL CONNECT TO SCHEDULE 40 PVC CONDUIT (UV -RATED PER NEC 352.10), INSTALLED PER NEC 2020, ENSURING PROPER CONDUCTOR FILL (NEC 352.22, 314.28) AND UTILITY REQUIREMENTS FOR MATERIAL AND GROUNDING. 11. WALL SWITCHES SHALL BE DIMMABLE OR BILEVEL CONTROLS CAPABLE OF REDUCING LIGHTNG POWER BY AT LEAST 50% PER 2M5 IECC UGHTNG CONTROL REQUIREMENTS (C405.2). 12. ALL EXTERIOR RECEPTACLES SHALL BE GFO PROTECTED PER NEC 210.E ELFCTRICAL PANEL RISER F. :4.--is6 nillxmv � aWL ���MN NBxAAB V C/ ELECTRICAL SERVICE ENTRY, PVC CONDUIT Bent TYPE He ELLCIHICpI I50 AMP YCS 208 VOLT P-P 12W P-N NEMA ENCLOSURE: 1 PANEL 1 PHASE. 4 UKI.c ELECTRICAL LOAD SCHEDULE CONNECTED CONNECTED LOAD BRANCH CNT. BRANCH CKT. No. AMP RATING DESCRIPTOR 'WIRE SIZE MPS WATTS FACTOR LOAD TOTAL FEEDER LOAD 1125 2288.00 1.25 N1 AWG 28fi0.00 26fi0A0 2 1 20-Sp 1.25 120.00 LIGHTS 1.25 N12 AWG 150.00 4 20-5 7.50 900.00 REGEPTS 1.00 p12 AWG 900.00 900.W -I I (2x40)-DP 64.00 13- EWH ICO 08 AWCCTUAL LIGH133000AD= NG 135000 J.t. NEC CALCULATED LOAD IF GREATER THAN ACTUAL LOAD- 700.00 CALCULAIEO ..IN. LOAD EXCEEDS ACTUAL LOAD NEC RECEPTS FIRST D 1OD00 0 IWX AND REMAINING 0 SDI- TOTAL WATTS= 17 ]�0 AMP Ix1Y 1N aMPEnNE S= NG ifEBJt.�t?AM_F'Pr�3:L(K•i:6XrL_�l•L 111191025 BY: ARMOLDO RAMIREZ TSBPE: ISWB BUILDING IN6PECTON DIVISION RELEASE DOES NCTAPPLY TO -TRUCTION IN EASCMENTS OR PUBLIC RIOHT OF VAY. ALLCHANGES MUSTBE APPROVEO. _ \BREAKER PANEL _ _ _ _ _ _ _ _ _ _ _ _ _ _ `WALL MOUNTED INDOOR SINGLE ZONE AIR HANDIER EgUIPmern Nlanagalnent Services, LLC X PkPkTrer 6910 S Lake HMPnt- ON wy Houston, 77049 Phone: 713-675-4442 www, equlpmentman9gemen leerNces.c9m . F TYLLIt � 2ff w Y / i • WILLIAM A LEE 60636 f cENSV-O �W v s 1,,IYA `�v iD/16/25 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.com Texas Eng. Finn F-21382 TITLE: DIG WORLD 20' HC - CONCESSION STAND DRAWN BY:I JCJ I APPROVED BY: REV DATE 3 10/9/2025 HVAC + ELECTRICAL DETAIL 2549 ME1.00 PROEGT NO. SHEET HVAf. SPF('IFIf.ATIGWS UNIT TONNAGE ND%N CONDENSER NDENS CONDENSER CONDENSER DEPTH AHU W01H AHU HEIGHT AHU DEPTH MANUFACTURER MODEL OESCRHPTON COOLING CAPACITY (BTU) SYSTEM ARROW (GSM) 8E➢i2/E£R POKER CURRENT (Amyx) HEATER PACKAGE HEATER CAP. W(Ib Hl (Ibe.j PEN[ OPENING iNAKA' WN-V01(0) WwB-URRC-PNNTaERT- xfAi PuuV N T 1J,sro «800 16.T/10.6 z06-z 0v PNAY�6we 11 _ 1K BN NA AHU1 1 I " 0'-10 �• -e,' INNOVNR WN1282451(0 eN21 `2' NE AIRi4HANOLER 1;Oro 415 «.6W • 16.>/106 M. 0 - A BN ID NA — DETNLS TE `owN. 1-1 —1 uP maN HNNo swK 3 AI I r WASTE oowN FRONDrtocR DRAIN I:R 1P 11\. THIS PAGE RELEASE` FOR CONSTRUCTION DOES NOT AUTHORIZE ANY WORK IN CONFLICT RELEASETHEBllIl01NG CODE OR CONING OppINANLE OnYROlEO PLANSTO BE KEPF OY TXEJOB MTEAT 11631ME6 I II19R025 BY: ARNOLDO RAMIREZ TBBPE: —B BULGINGINSA E ONDNISION RELEABEDOESNOTAPPLYTO CONSTRU"ONIN EASEMENTS OR PUBLIC RIGHT OF WAY R ALL CHANGES MUST Be APPROVED. FlMAE SCHEDULE GENER4 NOIEGuwn nEM "SIAIPTON Gw. xw. ssir. -T w.r. AOL NG [OOE TA1.— Smn- — =croOxlV Al TO E[r Au RaOUINEN wsruun TO N$-1 B• eA0N5P F SH. A- DOO Xs` K SMM� -D IN S-0 I/f 4. ALL W DO REMEIS RE L TO Er ATE T ANO an U.. Cn PME 0/9111 SI CERT I1: 1"wE�PLOxv.Tc `N°HxW10c FFoxxaclono"ci,Ews` m° PxowEo AND RECENc. sas 1s c•ucE sTnlxtfss _ THR E-C.—ARTMENT cDLwE�xclu 5NK MTH cuv.". v-q v, I a-q I/r I N/. N/A T �H �NSr iIEID � 'ibdn nG ml WD.1 DOc N- � MEL LEGS tl 17WX 11- 1O BOWLS ro-1 l E DRAIN; 'RAND I., TwLc x/n N/A I o-r q-, Equipment Nianagemetlt Ser"coo, LLC Mon Otoctuier Rrt01 pERgpgws Iq N q I T 6910 S Lake Houston Pkwy KW nNGwrat GRN / q-o J/A - - HOuetO TX 77049 Phone: 713-675-4442 w:q 1 WNL dtax-aT: 1 www.equlpmentmanggemenleerNces.com EWH-1 CW HW �I COLD WATER INLET '-3/4. 3/4 J CW PLUMBING LAYOUT- WATER SUPPLY PLAN z� I. 2 PLUMBING LAYOUT- SANITARY PLAN E T tll 1 i � WILLIAM A LEE � 80fi38 I11f19o� lJCENSF-OGW ."� IZl S1/01YA �a�twlsrzs William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.com Texas Eng. Finn F-21382 TITLE: DIG WORLD 20' HC - CONSESSION STAND DRAWN BY:I JCJ I APPROVED BY: REV DATE 1 9/15/2025 PLUMBING PLAN 2549 P1.00 PROZOT NO SHEET WATER PIPING NOTES: 1. INTERIOR WATER PIPING SHALL BE PEX—A. 2. INSULATE ALL WATER PIPING WITH RIGID FIBERGLASS OR FLEXIBLE FOAM INSULATION IN ACCORDANCE WITH IECC TABLE C403.11.3. ALL HOT WATER PIPING UNDER 140 T SHALL BE INSULATED AT A MINIMUM THICKNESS OF 1". ALL PIPING SHALL BE SURROUNDED BY BUILDING INSULATION. 3 y�� 1 /2„ NEW 3 WATER ENTRANCE 1° 1/2" WASTE 3/4" WATERLINE RISER SANITARY PIPING NOTES: 1. SLOPE OF SANITARY PIPING SHALL BE J" PER FOOT MINIMUM FOR 2" PIPE AND J" PER FOOT FOR 3" PIPE. 2. INSTALL LONG SWEEP 90 FITTING OR LONG WYE FITTING AT ALL HORIZONTAL TO HORIZONTAL CHANGES IN DIRECTION, AS APPLICABLE. 3. EACH PLUMBING FIXTURES SHALL BE SEPARATELY TRAPPED WITH A DEEP SEAL TRAP, AS APPLICABLE. 4. SANITARY AND VENT PIPING SHALL BE SCHEDULE 40 PVC UNLESS PROHIBITED BY LOCAL CODES S. 3—COMPARTMENT SINK SHALL DISCHARGE INDIRECTLY THROUGH AN AIR GAP TO A SINGLE WASTE RECEPTOR. EACH COMPARTMENT SHALL HAVE A DEDICATED DRAIN CONNECTED TO A COMMON WASTE LINE LEADING TO THE RECEPTOR. CLEASE RAPEBME 18 PAOF RELEASED FOR CONS ELFASE DOES NOT ACTHORIZEANT VARK IN CONFLICT WTH THE 801ONG COD E OR ZONING OROINANCE 11119n02s BY; ARNOLDO RAMREI TSSPE: IJBBS 9UILOING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENT60R—IC PoGHT OF WAY ALL CHANCES MUST BE APPROVED. 3" V -R I EXIT i AIR GA1 m 1 2"— 3C-1 2" 2" HS-1 SANITARY RISER E1.11—rR fy .gement Services, LLC MPRutOct..er 6910 S Lake Houston Pkwy Houston, TX 77049 Phone: 113-615-4442 www.equlpmePtmanOgemen leerNces.com ` FT rl,f it il i WILLIAM A LEE 806 a ,70 /IJcENSF-O �W V rIlt41,'IYA wlsrzs William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.com Texas Eng. Finn F-21382 TITLE: DIG WORLD 20' HC - CONSESSION STAND DRAWN BY:I JCJ I APPROVED BY: REV DATE 1 9/15/2025 PLUMBING RISERS 2549 P2.00 PRO,EOT NO. SHEET Project: Dig World Dallas- Retail Building New Construction 2200 W GRAPEVINE MILLS CIRCLE GRAPEVINE, TX 76051 Shipping Container Based Structure Submission: Certification DRAWING INDEX Applicable Codes Design Criterla — I ellET I eV@TNAIE 20211Pre—TONAL BEADING CCCE IIBC) wI TEXASAMENCMENTS OCCUPANCYGROIIP'. GENERALII�FORMATION 20Z0 NATONPL ELECTRIC COCE (NECjwx TExASAMENCMENTS OCCUPANT LOAD'. Iw3Mxs l0.po ICOVEReHEET 291E INTERNATIONALENERGYCONSERVATONCODE(IECC)W TEXPSAMENOMENTS NEW BUILDING(8) CONSTRUCTION TYPE. Apyq.{ AD211NTEBNATIONAL MECHANICAL CODE(IMC) wI TEITAS AMENDMENTS Sul:. No AREA'. IM1z ONS 20211N ERVA1.—P-1I11DE1Po)WTExAa AMEN -ENT. ESIKD�NGMEIGH: EGORY: Iv+vxs m211NTERPNATONAL PRECCOErFC)W TEXASAMENOMENTS WIND EXPOSURE—ORY: x po rLOEraILssIM[wa R IN1'1R.An1N 2D12 TIXASACCESSIB14TYSTANDARDS ITAE) BASIC WIND SPEED (ULTINU11E7: NOMINAL DSP ED(ULT. _ INTERNAL PRESSURE COEFF. Design Loads SSDRE' tME E N`n s s SEISMIC DESIGN CATEGORY'. 1 DESIGN LQPD CODE: ASCE 11. BOILCUBS: Special Conditions + Limitations: sErS.I, IMPORT NCE FCTR, I. TIY-uedMA(r)hls rwtEeeOnea to be locrtealn a nooa MINMUM UNIFORMLY MAPPED ACCELERATIDN (4:8:) Is pmlaF le OeslAnaato be loom0ln me DISTRIBUTED IFLOOR LIVE LOADS DESIGN ACCELERATION(Sn Sol:) eltyNGepeNna,TX,Vil1P1.1Nd1nTemnl CauY IorrYdt W eILS'IL uwnu uytyyell TM1Ia proleil hoe Eeen EealAnetl to com07 with #I .the ,WIKTf s OPP—' b IN' lacabon. This oullclnA(s) Oamal ba RO F LIVE LOAD anv area.wnare�n —0, z.—hemalam a. uMFOAD mPSF MIN ESR-0858 own InnMne plane. npl'F.aary lNOO-d.r.ro I. mmpl..d ar CCOO30C PSF MIN. ATED, hw.lbd In M. n.ld by.h.r.. F.undsll.n, On$1. Hoo Ul RRIOORNCENTR— LOAD ATED: ®'9Y" UNIFORM'. 1. PBF CONCENTRATED'. D. PSF Additional Notes GROONDSNOwLDn: CPSF 1 Au.eOmAITM E NOONa,RNOnDNs+,.LLeeISD,.aa1O-11IEDAN _--- .....mESA.I. srauaTLRAI ME AT—RnnEDP—C-S TABLE Sol FIRE PROTECTION REOL.IREMENTB nRU_SUUaNC TANERAaTHE PR.ARv I�WNCEE.1 _ --ANC— 1SrW 1011YWRHICca11Y1 loam^ nnrr nN re.wr c ONtMCTORTO VERFY W OC NSTRI — ve _ A IIS sa.PCEueur"cE.UnNIE .-SEuo occuvnuc°rcu°s°iAs:olveven°Fe IN... m CHAPTER T's?a oes+GNERTo vEWfrco.PLwNCEwllsr:IRE aePARAnoN` pgp�jpop'P. 0. asTANOEs. �.:. —• THYP NEIAvrsxnv eESLISUIUCI �EOBOHNERONo� C WIwTr0T1v ANC141R H pM �y� ~^ •� caaLelRu cREANER pEeroa.Anp w wcspEA F�Aruns „o.AINrAIx E FIRE SEPARATION REOLIREMENTS PER TABLE 6D2', cSRST 0 TOR %rn�SEPwurloN— co.arrA+cAONT ccP ERArINo(H aRn N3 �I a M a. SUPPA ,LEFT—AINUNRr OO`�ORATst.:TF.HOOT_T:O sltavm W OYHRn APPDEo — ovOPRE p:orOAr`cOwNlrnl�N'eR Aoav,OR RAiR OTAKI coNPunNCEPER — ■� �eOM�,RHGTIONOPPESSSLEGAST.PEP`NONE .NO.1APPu.NSEsoRRAs '° •. IAG . - C—OTIONs IN THIS RU—NI.-1—MENT C ELEOTRICAILY POwEREC. Manufacturer 1101 eOt M-91—rn 5er1111e. LLD 1:Rr,Uk. "H.W PAwy PHONE 213e104a42 ATi� Wrin 9rdM Sr. EMAL Nnln.SHING m 11- 2 9s016 SO. IT all II 10 C MPH 82 BR MPH N-0.19 +I. Nat p.Y O.ta4 8. 0.05n 0.1119. 0.009 A Equipment Management Services, LLC Mon0"N'TeT 6910 S Loke Houston PkwY Houston, Tx 77 049 Phone', 713-675-4442 www, aqulpmen tm onOgemen l services.com TEXAS LICENSE #:: IHM-673 PROJECT ADDRESS: 2200 WGRAPEVINE MILLS CIR., GRAPEVINE, TX 76051 FTt 1 #L i WILLIAM A LEE i rj 80638 � rII90 rlC ENSf� ?W r lA4SSA�NA `av 101&25 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 info@uei-tx.mm Texas Eng. Finn F-21382 COVER SHEET 2549 0.00 PRC—TNO SHEFT cli, Ye CRY OF ORAREVO E TlNa PARE aPLEesao FD CELEASE ODES NOT AUTHONZEANY -FN IN CGNF— A VATH THE BUILOINO CODE OR ZONWO ORDINANCE Irc—ROSOxANa�To eEE E-TREeae am AY ......2025 BY: ARNOLDO RAMR14188PE:IJBBa �' HT B-11 INBFEG`G NDIVISION. RELEASE DOE, NOT APPLY TO CONSTSS IOTON M OEASEMENTS OR PUBIJC RIGHT OFVVAY B B J �T� III �I�II�II IITII � ,/ x ----- O McouLE DATA PUTE A- DECAL LOQAM— I ------ ------ ) AQ ,- DESIGN NOTES 1. 20' HIGH CUBE SHIPPING CONTAINER, ISO 1496-1 CERTIFIED, STRUCTURAL MATERIALS PER ICC-ES AC462 AND ESR-4658 2. ALL CONSTRUCTION SHALL BE IN COMPLIANCE NTH ALL CODES LISTED ON THE COVER PAGE 3. 160 SO. FT. CONDITIONED SPACE, INSULATED 4. FACTORY (CARGO) DOORS TO REMAIN OPERABLE WITH INTERIOR LOCKING PINS. SEE FLOOR PLAN FOR OPERATIONAL ENTRY DOORS. 5, REFER TO SHEET A2.00 FOR MATERIAL SCHEDULES 6. VERIFY FASTENING SCHEDULES WITH F O.R IF REQUIRED. 7, EXTERIOR PAINT: RA' 9016 (TRAFFIC WHIM) 9, NO BURN PLUS THE INTUMESCENT PROTECTIVE COATING TO BE APPLIED TO WALL AND CEILING ASSEMBLIES WHERE SPRAY -FOAM INSULATION IS INSTALLED PER MANUFACTURER SPECIFICATIONS 9. ELECTRICAL SERVICE CONNECTION BY SITE CONTRACTOR PER NEC. SEE SHEET EI.00 FOR SERVICE REQUIREMENTS 10. FOUNDATION AND ANCHORAGE BY OTHERS. MODULE SHALL BE INSTALLED ON LEVEL SURFACE ALM ADEQUATE SUPPORT PER STRUCTURAL NOTES ALL CHANGES MUST BE APPROVED. CONSTRUCTION INTERIOR WALE FRAMING SPECIFICATIONS K. INSULATED, WOOD STUD WALL STUDS PLACED a 16" O.C. MAX.N DOUBLE STUDS T OPENINGS, WALL HEIGHT INSULATION: ELL + R-12 CLOSED CELL PANELING: SPRAY FOAM INSULATION SPRAY 1' PLYWOOD + FIR QL LL64 FRAMING: 4" INSULATED, WOOD FRAMED CEILING CEILING HEIGHT 8'-2" A.F.F INSULATION: R-Iie + R-15 CLOSED CELL PANELING: SPRAY FOAM INSULATION j" PLYWOOD + HIP ELA)m EXISTING: 1-1/8" MARINE GRADE PLYWOOD DECKING. INSULATION: VINYL PLANK R-18 SPRAY FOAM INSULATION ERMIPmern Management Services, LLC 6910 5 Lake HON TXTX Pkwy ou Hston, 77049 Phone: ]13-6]5-4442 www.equlpmentmanOgemen leerNces.com PROJECT ADDRESS: 2200 W GRAPEVINE MILLS CIR., GRAPEVINE, TX 76051 � \\LlliTl * rrrr i � WILLIAM A LEE 8063E Irrfr9o�I/ EN5F-OGW III 111"IYA �?10/1625 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.com Texas Eng. Finn F-21382 TITLE: DIG WORLD 20' HC - RETAIL BOX DRAWN BY:I CWAI APPROVED BY:I RLV DATE 9/30/2025 FLOOR PLAN 2549 A1.00 PROJECT NO. SHEET 1111111111101111111111 7 ul DOOR SCHEDULE IIEM COUNT WRAIAL wS11N HEICHi THICK FINISH RATED YAN.UFADNRER OEBOS—. q.0. PRE RES DNL ID xMpwARE p17 E%TfR10R I 51ED. 2'-10 3(4' 8'-B 1/B• 0-1 3/a' PUNT - T No_ �Iq STFEL MM1B ]6' eo REYEASE LIXJFlG., PL saxNEL DDax, - clAt Door CLdSER, OEAOBOLT HARowARE WINDOW SCHEDULE Ihll I COUNT MATERIAL x1DlH HSN- I Sx1 HEIGHT I IM T RATED IMANIIFAC111RM I OESWIP M I ROUGH OPENING I PRDOSISN S I ENERGY I ODMMENTS SERWlC YANOOW 4 s E r•_P 3'- 1 4-0 NO EMe FRAMED eEFMNC 40 � 7B° - - S ABRadEi SvsRii ANO 1w_x �L C L4 F. INTERIOR FINISH SCHEDULE FTO°"s I VHANN �OI'oRRc°euly 'E vcT d'caCI, SRwY WmFr cm DF eaAPevIM OOMPOSInUN THIS PAGE RELEASED FOR CONSTRUCTION 117 PLYRWD+Txt {RP T f3P500-e-CB E' nllOc 4B RWITTHHTHE .11N. OR aUIODE ZONINCR➢INANCE ICT wAi =ceBu"•I sm MPaOVm Puxs rOeExEPTDx Tx Ge Affm T NYKA D rat I+UBBER WAl1 BASL TT[O MATCH CIXOR D A t/�- 1711SI2025 eY:ARNOI.D— R—IsPE: 13098 NRNIGwN65 I - _ _ BUILDING INSPECTION DIVISION. RELEASE DOES NOT APPLY TO CONSTRICTI ON IN EASEMENTS ONI F—C H-T OF WAY ALL CHANGES MUST BE APPROVED. E1.11—rR frla.pment Services, LLC MoOu/OctuTer 6910 S Lake Houston Pkw, Houston, TX 77049 Phone: 713-675-4442 www, equlpmePtmanOgemen leerNces.com FT TT,/ rf i ° WILLIAM A LEE 80fi38 ,(ff f/CENSF'O �W V r ILA 11" IYA `av 10/16/25 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.com Texas Eng. Finn F-21382 TITLE: DIG WORLD 20' HC - RETAIL BOX DRAWN BY:I CWAI APPROVED BY:I REV DATE 1 9/30/2025 EXTERIOR + INTERIOR INFORMATION 2549 A2.00 RROECT NO. SHEET SERVING WINDOW CONSTRUCTION DETAIL HSS 2v3AA• DQQR — , HSS 2e2.1j• SQUARE TUBE STEEL\ 55 2—jj" ASUO IA. C u �� SiEF1. �(TYP. ALL LNNDOWS) it 4-FBI AINDDw IOj 4 SECTION C-C ------------- V .------------- YIIk� A L_ A — 77 o o /// � r. r�ra•. sreL nsE L I IT � TNNm I \ aona RAn CgIm1DATm ca?� ruaL � i STEEL TUBE OPENING FRAME DETAIL STRUCTURAL FRAMING NOTES: t. STRUCTURAL STEEL FRAMING MEMBERS SHALL CONFORM TO NE ASTM S EWCATONS DESIGNATED IN THE RAMS. 2 STRUCTURAL STEEL FRAMING MEMBERS TO BE 2•A2'1a" ASTM A500 HSS SQUARE TUBE STEEL 3. VERTICAL DOOR STRUCTURAL FRAMING MEMBERS TO BE NU. HEIGHT, CONNECTING THE BOTTOM RAIL TO THE TOP RAIL OF NE CONTAINER 4. STRUCTURAL —ING FOR SERVICE WM00% TO INCLUDE VERTICAL MEMBERS FULL HEIGHT, CONNECTING NE TW AND 907N CONTAINER RAILS S STEEL MEE FRAMlG MEMBERS TO BE M BOTH SIDES a OPENINGS 11 1 tf�giP TX .:. P / YURIANTO YURIANTO / AiT.� 116188 � IIIII \ b'JONA1. _ IT)( FIRM 33 . N: F-1 7m BY YuN at 11;99:25 pm,, 8//]R025 License Expires: 9/30/2026 OSTRUCTURAL STEEL MECHANICAL SPECS. STEEL oRADE I MELD PONT. m IlEm A51 Mal] .I ELo ON S PTIDN A51M A —I 9D C9A51 I '/D IA607 v I 21 DCDNTAwL Hear-IMACR. R 1R cTU- STEEL 6 Lcar�TEN A> AS'M P500 I 5D INS] I 62 [a2e7 I - wELDED�ANDD SEAMLESS CARRW SlEE1 SNAREv .—MR -STRUCTURAL STEEL MATERIAL IN ACCORDANCE. AITH AISI SIM-16 All Equlpmenr NenegemeM Services, LLC X PkPkTTer 6910 5 lake HMan1- OR wy Houston, TX T4442 Phone:71 .(.."_-4A42 www.equlpmentmanagemen leerNces.com PROJECT ADDRESS: 2200 W GRAPEVINE MILLS CIR, GRAPEVINE, TX 76051. DESIGN LOADS: ROOF LIVE: 20 PSF ROOF SNOW LOAD: 5 PSF FLOOR LIVE: 100 PSF WIND LOAD: VULT =106 MPH VASD = 82 MPH WIND EXPOSURE: C SEISMIC DESIGN REQUIREMENTS: SEISMIC DESIGN CATEGORY: B SS: 0.104 S1: 0.054 TITLE: DIG WORLD 20' HC - RETAIL BOX DRAWN BY:I CWAI APPROVED BY:I — R�v DATF 9/22/2(:c: STRUCTURAL FRAMING PLAN 2549 A3.00 PROHOT NO SHEET uI Y DOOR END SECTION A -A AHU1 IW1llWllW11ll1Wlllll DATA PLAx T% STALE OEGLL TPIa INSIGNIA T• t ■ 'I SECTION B-B /EOLNG F_ y PLYWOOD + FW WN1 PAN¢�"RYWIxB+fRP\ / /GEIuxG cAVr---Fonu INSU - WALL GMtt SPRAY-mAM INSUTARON x CLASS FRP FLAME : r THICK, A FLAME UER I MATERIAL d' THICK, VE VALUE T I SMOKE DEVELOPMENT < 0 FLAME SPREAD INDEX < 200 OONTAINER BOOR Nan�au TE U i PLYx000 t.f25' THI. + DED.- LDW VOC l �W� EDAM IN.". CLASS II VA Ir_ I R 1• THICK, .. NOMINAL R-/ 6/INCH G STROKE DELI I:t < 450 FLAME SPREA'� i', LAX < 25 ND WRN PLUS THE: LILNS_THE: INTUMESCENT COATING THERMAL AND IGNITION BARRIER NATURAL THERM 2.0 COMPATIBLE, ER-336 MINIMUM APPUCADON THICKNESS WET FILM = 14 MILS DRY FILM = 9 MILS le \ �CONTAINEft BOTTOM RAR CONTAINER PLWR SECTION C-C SPRAY-POAM R+S 1— r THx. IN. THIS PAGE RELEASED FOR CONSTRUCTION 11/iBR025 BY: ARNOL00 RA--TBBPE: ECI.— BUILDING INSPECTION DIVISION' RELEASE DOES NOT APPLY TO CONSTRUCTI ON IN EASEMENTS OR PIELIC RIGHT OF WAY ALL CIA NGES MUST BE APPROVED. rxA•rroDe SNU _ --- •BG GDRn I\u srRA D.w - -= NSMRDN, WALL GMY = R-68 R 2 M WNTNNER FLOOR A55'Y -�� -- SECTION D-D E'."—TR..gement Services, LLC MOn'tF tuTer 6910 S Lake Houston Pkw, Houston, TX 77049 Phone: 713-675-4442 www, wipmentmanOgemenleerNces.com ` FT tttt rf e _ i • WILLIAM A LEE /j � 80fi38 � fff 9� ffCE NSt� 2�� f f IYA `av 1D116/25 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.com Texas Eng. Finn F-21382 TITLE: DIG WORLD 20' HC - RETAIL BOX DRAWN BY:I CWAI APPROVED BY, REV DATE 1 9/30/2025 SECTION VIEWS 2549 A4.00 PRC3ECT NO. SHEET INTERIOR SIDE 1 r I "I F. EXTERIOR SIDE TOP SIDE RAID";,_ 3/16 CENTER LINE OF 7 + POST TO TOP RAIL TOP SIDE RAIL, POST & HEADER SIDE WALL PANEL I I /PANEL TO BEAM 1/6„ V2" ® 4" O.C. OPENING HEADER/SILL STAGGERED (IF APPLICABLE) SEE ELEVATION FOR SIZE 3/16" j 3/16" HEADER TO POST COLUMN POST SEE ELEVATION FOR SIZE FINISH FLOOR POST TO RAIL 3/i6" C-SECTION BOTTOM SIDE RAIL "E THIS PAGE RELEASED FOR OONSTRUCTIGN II II REINFORCE PLATE --" - IF APPLICABLE (NOT SHOWN) \ DINGCOD 0 R ORDINANCE ��I�� ES ZONING an APPRoveo ON THE JOB SITE AT x 111-02s POST & HEADER FRAMING DETAIL Cl eens —ARNOLOORAMIREZTSBPE:-99 BUILDISE DOESNG INSPECTION DIVISION.- REL No T APPLY TO NIN WITH G—SECTION BOTTOM SIDE RAIL EASEMENTS OR PUBLIC Rl—OCONSTRUCTION WAY Z-SECTION BOTTOM SI REINFORCE IF APPLICAE (NOT CHOM POST & HEADER FRAMING DETAIL WITH Z—SECTION BOTTOM SIDE R7— TO RAIL CONTAINER I (E70XX 5/i6" 6' 0 �v Z- TOP OF FOUNDATION OR SLAB ON GRADE �i�il�i0000000iauooa000io oa SEE EMBED PLATE ANCHOR DETAIL I CORNER FITTING TO EMBED PLATE WELD DETAIL BE THIS PAGE RELEASE RFOR CONSTRUCTION 1-111111 NOT CRY APPROVEDPaxjj�U((UONTHEJB ;EAT 11-LE5 BY: ARNOLD O RAMIREZ TSBPE: I-8898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. SLIBIlu 1- DUPLEX CS0 4' INTEGRATED U. STRIP U.T. I- w u S.T., 240/140v RR'. PANEL e uOUXi D LID UIrtIn W1TYYr II4NfW5H 1. R1EffC 4ICAL RK SHALL BE IN ACCORDANCE NTH THE 2020 EDITION OF THE NATIONAL ELECTRIC CODE AND ALL CODES UNDER LOCAL JURISDICTION. 2. MINIMUM WIRE SIZE SHALL BE 012 AND UNLESS OTHERWISE NOTED WITH ALL WIRE BEING COPPER TYPE LNN/THWN-2 OR EQUIVALENT, PER NEC 2020. 3. ALL ELECTRICAL SYSTEMS S,IALL BE EFTECTVE.Y GROUNDED AS REQUIRED IN ARTICLE 250 OF THE NEC. 4. ALL LOOSE RUNNING CABLE IN JOIST SPACE TO BE SECURED NEATLY TO STRUCTURE WITH APPROVED STRAPS OR STAPLES AT INTERVALS NOT EXCEEDING 4.5 FEET AND WTHIN 12 INCHES OF BOXES OR FITTINGS, PER NEC 2020. 5. ALL CONDUIT SHALL BE STRAIGHT AS POSSIBLE AND PARALLEL OR PERPENUICULAR TO BUILDING LINES. 6. ALL CONDUIT SHALL BE CONCEALED WITHIN WALLS AND/OR "THIN THE GET 7. ALL UNSPECIFIED INTERIOR RECEPTACLES SHALL BE 17' ITT O.C. 8. WALL SWITCHES 0 43' A.F.F.O.C. 9. ELECTRICAL SITE CONNECTOR TO BE COMPLETED BY A LICENSED ELECTRICIAN. 10, MAIN ELECTRICAL SERVICE ENTRY SHALL UTILIZE A IDEA NEMA 3R RATED PANEL WITH 1-1/4" PVC CONOUIT BODY TYPE LB FOR SERVICE CONDUCTORS FROM URUTY CONNECTION. CONDUIT BODY SHALL CONNECT TO SCHEDULE 40 PVC CONDUIT (UV -RATED PER NEC 352.10), INSTALLED PER NEC 2020, ENSURING PROPER CONDUCTOR PILL (NEC 352.22, 314.28) AND UTILITY REQUIREMENTS FOR MATERIAL AND GROUNDING. II, WALL SWITCHES SHALL BE DIMMABLE OR BILEVEL CONTROLS CAPABLE OF REDUCING LIGHTING POWER BY AT LEAST 50% PER 2015 IECC UGHTNG CONTROL REQUIREMENTS (CID5.2). 12. ALL EXTERIOR RECEPTACLES SHALL BE GFCI PROTECTED PER NEC 210.8 FI. FCTRICAI PANEL RISFR Em L ��zae.r'�+iT� Eaan. ,mA ELECIRICAI 100 AMP MOB 201 VOLT P-P 120V P-N NEMA ENCL05BRE: I PANEL 1 PHASE 4 WIRE 10,Mc ELECTRICAL LOAD SCHEDULE CRT, No AMP RATING CON µECIED CONNE pESCRIPTON BRAN R PS WAR FACTOR MIRE SIZE BFANCH CKT. TOTAL FEEDER LOAD LOAD T��� f1.00 21.25 '12 AWC 2860.00 2860.00 2 20-Sp ,2 TS 10p —00 2D-s 7.50 90000 FUECEPTS Y12 RWG 900.00 900.00 ACTUAL LIGHTING LOAD= 150.00 NEC CALCULATED LOAD IF GREATER THAN ACTUAL LOAD- 700.00 CALCULATED UGHTNG LOAD EXCEEDS ACTUAL LOAD NEC RECEPTS FIRST R'_ 9 10Ox AND RENNNING a — 0 TOTAL WATT5� 4460 H V A C ELECTRICAL SERVICE ENTRY, PVC CONDUIT BODY TYPE LB i i I I I I I I I I I I I I I I I I I I I I I I EgUIPMern Management Services, LLC Manu/octurer 6910 S lake Houston PkwX H... ton, TX 77049 PDone, 713-675-4442 www, aqu Ipman tm anOgemen l.erNcee.com .. F TL11EF / Fff J W �• fff WILLIAM A LEE f/CE ff 90 CERS NSEq f I""NA `av 10/16/25 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.com Texas Eng. Finn F-21382 TITLE: DIG WORLD 20' HC - RETAIL BOX DRAWN BY: I CWA I APPROVED BY: REV DATE 2 10/9/2025 HVAC + ELECTRICAL DETAIL IIIII 1PFCIFIC.A1I18 CONDENSER CONDENSER CONDENSER AHU AHU AHU CODLING —1EM AIRROW CURNENT HEATER HEATER WEIGHT ROUCN UNIT TONNAGE N TH HEIGHT DEPTH WDRI HEIGHT OEPM MANUFACTURER MODEL DESCRIPTION CAPACITY (RTU) (CFM) 6EEA2/EER PONER (Amp.) PACKAGE CAP. (Ib,) OPENING 2549 ME1.00 I + 2'-4' 1'-T -9 I/2' - - - IxxOvuq 12x IM eN 7 UCTIESs 9xP.E ZONE 225 20N-2 Dv II - AK a qU xA PROJECT NO. SHEET 2.",0 MI GTIONER AND t),so0 -Sao 167/ID.6 I . .60R. INNDIAR NN12H2V51(I) SNGLEx 20NE AIRMHANOLER I;000 Z]5 500 16.>/10.6 I PHASE 0 - Mf 20 NA 12OV WPIE% CFD I� 4' INTEGRATED LED STRIP LIGHT. 120V F WN1 5TN10H 210/120Y BRENNER PANEL —11 Im —11 U— I11:RNsn ICAL WORKNSHALL BE IN ACCORDANCE WITH THE 2020 EDITION OF THE NATIONAL ELECTRIC CODE AND ALL CODES UNDER LOCAL JURISDICTION. 2. MINIMUM WIRE SZE SHALL BE 012 AM UNLESS OTHERWISE NOTED WITH ALL WARE BEING COPPER TYPE THHN/THWN-2 OR EQUIVALENT, PER NEC 2020. 3. ALL ELECTRICAL SYSTEMS SHALL BE EFFECTIVELY GROUNDED AS REWIRED IN ARTICLE 250 OF THE NEC. 4. ALL LOOSE RUNNING CABLE IN JOIST SPACE TO BE SECURED NEATLY TO STRUCTURE WITH APPROVED STRAPS OR STARES AT INTERVALS NOT EXCEEDING T5 FEET AND WITHIN 12 INCHES OF BOXES OR DT7NGS, PER NEC 2020 5. ALL CONDUIT SHALL BE STRAIGHT AS POSSIBLE AND PARALLEL OR PERPENDICULAR TO BUILDING LINES, 6. ALL CONDUIT SHALL BE CONCEALED WTHIN WALLS AND/OR WITHIN THE CDUNG. 7. ALL UNSPECIFIED INTERIOR RECEPTACLES SHALL BE 17' A.F.F O.C. 8WALL SWITCHES 0 43' AFF O.0 9. ELECTRICAL SITE CONNECTION TO BE COMPLETED BY A LICENSED ELECTRICIAN. 10, MAIN ELECTRICAL SERVICE ENTRY SHALL UTIUZE A IOOA NEMA 3R RATED PANEL WITH 1-1/4" PVC CONDUIT BODY TYPE IS FOR SERVICE CONDUCTORS FROM UTUTY CONNECTION. CONDUIT BODY SHALL CONNECT TO SCHEDULE 40 PVC CONDUIT (UV -RATED PER NEC 352.10), INSTALLED PER NEC 2020, ENSURING PROPER CONDUCTOR FILL (NEC 352.22, 314.20) AND UTILITY REQUIREMENTS FOR MATERIAL AND GROUNDING. II, WALL SWITCHES SHALL BE DIMMABLE DR BILEVEL CONTROLS CAPABLE OF REDUCING LIGHTING POSER BY AT LEAST 50% PER 2M5 IECC UGHTNG CONTROL REQUIREMENTS (C405.2). 12. ALL EXTERIOR RECEPTACLES SHALL BE GFCI PROTECTED PER NEC 210.8 ELECTRICAI. PANEL RISFR ��CUN�W ml�r Tiv[�ie Pvc �AZ N 1gNI, I.s' carourt � �a2�1 �EAFst 11 A AL AMP M. 2. VOLT P-P 120V P-N FACTLM PANEL NEMA ENCLOSIRE 1 IN PHASE 4 WIRE 1O'c ELECTRICAL LOAD SCHEDULE CKT. No. AMP RATING CONNECTED CONNECTED LOAD pESCRIPION BRANCH CKT. WIRE SIZE BRANCH CKT. AMPS WA F T R LDAD TOTAL FEEDER LOAD 11.GG 2280.DO 1.25 /12 A�WNG 28GG.00 286p.DG P�P �NH 4 20-64 7.50 900.00 PUEGEPl6 1.00 fl2 AWG 9W.00 900.00 ACTUAL LIGHTING LOAD= 150.GO NEC CALCULATED LOAD IF GREATER THAN ACTUAL LOAD= 700.00 CALCULATED UGHTING LOAD EXCEEDS ACNAL LOAD NEC RECEPTS PRST IgOPT a IOU% AND REMAINING a 50T 0 TOTAL WA---"" �_______—_______� I I I I I I I AMPS=�i� �_______________T I I I I I I I I I I I I I I I I I I I I I H V A G ELECTRICAL SERVICE' ENTRY, PVC CONDUIT BODY TYPE LB I i I I I I I I I I I I I I I I I I I I I I ___� I ___I EqulpMeTR NleMpMent SffvlGee, LLC 6910 5 lake HPNSIOn Pkwy Houston, TX77049 Phone: ]13-675 www, aqulpmentmon9gemen lserNces.cP,com I . CITY OF ORAPEVNE THIS PAGE RELFARED FOR CONSIAUCTION RI — DOES NO7 AUTHORIMINY WORKIN CI NFL U %ATHTHE EUIL0INC CO OF OR LONNG ORDINANCE cITY APPRGveq PLA.gT/l,e oN eUaa;RRA I III W2025 BY: ARNOLDO MMW TSME:13M8 BOLDING INSPECTION DVI PEON'. RELEASE DOES NOT APPLY TO CO MUCU ON IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALLCHANGESMUSTBEAPPROVED. TITLE: DIG WORLD 20' HC - RETAIL BOX DRAWN BY: I CWA I APPROVED BY: REV DATE 2 10/9/2025 HVAC + ELECTRICAL DETAIL HVAI SPFf.IFIf.ATHINS COWOENGER CONDENSER CONDENSER pHU AHU AHU COOLING SYSTEM NRROW CURRENT HEATER HEATER WEIGHT ROUGH UNIT TONNAGE 'METH HEIGHT DEPTH MOTH HEIGHT DEPTH MANUFACIU�R MODEL OESCRHPION CAPACHY (BTU) (GSM) $E£g2/E£R POWER (Amyx) PgCNAGE CqP. (Iba.) OPENING 2549 ME1.00 ww � 7Uup—INIE-1 PROJII NO. SHEET 2'_A' I'-T -9 I/R' - - - NNOWWf WN12H2V5t(IH ER qxR 1:,.— I6.T/I0.6 MASC�61e tI - Nx BN 6I xA _ I i PONV UNIT AHUI I I 2'-8" 0'-10 I' -S 3' NNDWNR MNISDVNIID y'N(AE zox[ AIR _ER Iz00D Is.)/: PxnsE 6 0 - . eN m NA Project: Dig World Dallas- Men's Restroom Building REV GITE I SHIFT I aFI6eTweE GENERAL INFORMATION ARCH Special Conditions + Limitations nla PE.1e US1 ,ea to be 1acaMa 11 Me city m arapawne, tX,wncn is 11—d In T—M Canly, Thic aprolex.I N. ISEW. —1 Ou nG(all oy[M1e coo arrlmal1eromalaaatlon mb1OSSO th, m+not Ca locetea In any erea where aontllame eawm the WelAna ae e 1n Neae plans. T.rolllmvin0lremaare nol'FaEery 11emc" and arelo be mmpleleE or hASIIeE In Me BeIE ey a111eN. Founlnlon, On 91e Hoo4.p. Additional Notes New Construction 2200 W GRAPEVINE MILLS CIRCLE GRAPEVINE, TX 76051 Shipping Container Based Structure Submission: Certification Applicable Codes Design Criteria 20211NTERNATONALBULDING CCOE(IBC)wI TEXASAMEMMENrs OCCUPANCY GROUP. 2020 W1TIONAL ELECRiIC 000E INEC w' TEXASAMENOMEN S OCCUPANT LOAD'. 20151NTERNATONALEWE YCDNIGEWATICNCCDE(IECC)W —AMENDMENTS NEW SUILDING(6) CONSTRUCTION TYPE. 20211NTERNATIONALMECHANIGAL WOE(IMC)wI TEKASAMENDMENTE eUIL01NGARFA'. UILDING MEIGHr: 20211NTETSWTONgLPLUMBING OCDEQPC)W TEAS AMENDMENTS KCATEGORY: 20211NTERNATIONIAL FIRE CODE(IFC) W TEXAfi AM ENDMENTB WIND EXPOSURECATEGORYFAMC 2012TEXASACCEESIBILITYSTANDARDS (TAE) WIND SPEED (ULTIM1U11E7: NOMI D. NOMINAL Design Loads DESIGN LdRO CODE: ASCE 116 PWIND RESSURE INTERNAL St1RE COEEP. PRES WwGYEDESIGNCA`FEG R SEISMIC DESIGN CATEGORY'. 801 MINMUM ICOR EI-6MIC IMPIMP: SORTANCE MAPPECCEI-EFLTR,1: ACELER ATIONa.I IVELNIFOLY DISfRBl1TED FLOOR LIVE LOADS CESIGN CESIGry ACCELERATON (sa, 501:) euZlL nn W MY "u wau Rtll6Fri li EDGE UNE LOAD ESR4658 UNI—m 20 PSF MIN CONCENTRATED 300 PEE MIN. CORRIDOR NVE LOAD UNIFORM. 1. PSF ®°"n CONCENTRATE.: ND. 1. ^�°A GRWN. SNOW LOPO: OPSF --� TABLE 6.1 FIRE PROTECTION RECUIREMENTS toM µ xErvr s _ lu°9� ly cow.wYR �e � �"�•�. FIRE SEPARATION REOUREMENTS PER TABLE 602, XrnaseP—ION— —TN,—T- 11 NOW NO US APP—S OR GAS err IS ELEgT l— PaNEREo. Manufacturer _ Equipment Management Sevlces. LLD 1:br,uk. "H.W PF,y PHONE 213e254a42 n� W,I'- Sr. EMNL xnln.SMING-11amm D.104 9.0.- , O.g. O.Oe9, P1 Equipment Management Services, LLC Mturar 6910 S H HO.,IStSt- Pkwy Houston, 1X 77 049 Phone', 713-675-4442 www. aqulpmen tm onagemen l serNces.com TEXAS LICENSE #:: IHM-673 PROJECT ADDRESS: 2200 WGRAPEVINE MILLS CIR., GRAPEVINE, TX 76051 FTAtrt2 (P2rJ 7 i WILLIAMA LEE 80638 IAAr itlI QCENSE� SgTON�`vdr 1 Wi fi/25 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.mm Texas Eng. Finn F-21382 COVER SHEET 2549 0.00 PRO.IECT NO SHEET GRAB BARS 5tiY I I'-0 5 ® Equipment Management STANDARD STALL AMBULATORY STALL tFcesBLLC —' I� 6910 S L— Houston Pkw' 1 Hausto TX 7`49 Phone: 713-575-4442 ww w.equlpmentmanagemenleerNces.com MIN. 5-0' T 4 ^ 32'W MIN. I ------------ 2'-0' SUBMIasI ON. CURRENT TDLR CERTIPICAION SAD' 4R0'-� n — � ._ 1 �6 .ry�❑ T M DATE SUBMISSION b2- C 1d1/2fi 6o�v 0w0o81 ,M6, ry PloNF vwq w.m[ ®� IuRAWN BY JCJ IAPPRaED BY HANDLE TO WIDE SIDE OF ADA COMPLIANT ADA COMPLIANT CDMPARRAENT FAMILY RESTROOM 6• TOILET ROOM carE 6 a -1e.o•1 �-Ts.a•- �58.0' ELFAarc oBEf aRDFOEVIxEAP I �i THI9 PAGE RR CONBTRUCTON � I NO „A0M00RIZE { PI II I l a LLL TME6g1 16.C"APRt0VE0PLA TNEJO9611E AT k5' 1/1812026 HANDICAfT �+30.0'—M it BY:ARNOLDO RAMREZ TSBPE:IJ698 --- ACCESSIBLE '---------"� a euILDING IrvsPEcnCNI DIwsoN L ________________ I RSE GOES NOTAPPLYTOCONST—TIONIN J ELEABASEMENTS OR NBUC R—OFNMY 'LIL ALL CHANGES MUST BE APPROVED. LEIfA 114E � / WAwN � PROJECT: RESTROOMS DETAIL ®� .2SCALE DIG WORLD DALLAS REFER TO SHEET FOR PLAN VIE "LLLI:*4� a % �WILLIAMALEE MOUNTING HEIGHTS, THESE PLANS ARE NOT ICE COMPLIANCE =s ACCESSIBILITY,& REVIEWED FOR HANDICAPPED +++A9��It,, NA s16/25 a?' wTANKLESS WATER CLOSET SHOWN ABOVE, REFER TO PLUMBING ACCESSIBILITY AXFURE FOR EXACT FIXTURE MODELS- William . Lee, P.E. 2549 A1.00 Professional Engineer PROJECT— sIiBBT Ph: 214.632.7766 Info®uei-tx.com Texas Eng. Firm F-21382 SoAIE: E/e = 8 t/a' EQUIPMENT SCHEDULE OESC. STPNOARD COMMERCIAL BATHRUOM PANUREAL. ''I B6" pH1H. 36' WDIA, CCRNER LEFT 3 1• T1'PC, 2 STALL LFSF NANO WTSWNG RRI OR" WpTH, GGAF GRAY 1110, STAt1DAID STALL ACQSSEBES 4 2 I URINAL SCREEN, WALL NWN1Ep, I DEFIH. DOPE 'AMBU ........... ...._m�..,,........,......._ .... . ..... _ _ L—, STALL, 9N0.E CORNEA LEFT, DOOR. - 5 1 60' DEPTH, 38'MIN WM 3' HAND AT NING. 3D Wp1H. MINIMUM GOAL DPENING AT GRAB BPBASS DOVE GRAY 301p. DUAL LCAMCOxALL 4O GRAB BARS No NGIN RARE HB20e OVAL WALL MOUNTED 'BABY DE 6 1 THAN G IN GTARQN FOLDABLE. 34' CLO, D DEPTH IN OPEN POSRON, 9' DEPTH CLOSED. O C O a MPcuP4 onsA FAMILY Putt ANo cecuion ncN DESIGN NOTES i. M HIGH CUBEICC-ESHIPPING CONTAMER. I50 1496-1 CEft11FlED, STRUCTURAL MAIESOF PER ICC-ES AC462 AND EA.ATEDB 2. FACTORY OR Ft. RGO)DOORS DACE, IN511LAiF0 3. FACTORY (CARGO) DOORS BiiLL BE SEALED ANO -FUNCTIONAL SEE BOOR PLAN FORIN OPERTELLEs ENTRY ODORS 1 VERIFY FASTENING SCHEOI( WTN EMHI IF REQUIRED. S ExlpeoR PAINT: RAL N' (RiAFFlt W111E) SHEE77. RLUM lG CUNNE TI" Fqi E PROVIDED sCHY STE 7. PLUMBING CONNECAONS TO BE ONONOED BY 91E CONIRACFOR. SEE SHEET SLOG FOR CONNECTION L e ELECTRICALSERVICE CN BY STE 10 NiRACTpR PER NEC. SSHEEOOR5""`RE 9. FOUNDATION AND BY0HIS.. M SHALL BE T ON LEVEL SJRFALE MIRN AOWAE SUPPORT REFR SRNCIURAL NOTES O FPCiGRY Sim ef1NSIRUCION SPFCIFICATRDNs iR 1..wuic 1' Mx xl6MLAtE6, wDW 61W WALL LvpNNR WALL xeaR CeY u- x46 CMTxNWS _._PULL SINSUUnW FART III, RYAQm x TRIP Pun TINNR: 1n aYNNNP I LRP PANEL 0&2 _NA i-I/e' 4ARNf aAof rtTtP.m OEG4xC. IXe Nxn Equlpmem IN .gement Services, LLC Man MtoctN 1 6910 S lake Houston Pkwy Houston, TX 77049 Phone: 713-675-4442 www . equlpmeNtmanagemen leerNces.com PROJECT ADDRESS: 2200 W GRAPEVINE MILLS CIR., GRAPEVINE. TX 76051 i "WILLIAMALEE � 80fi38 � 'fff 90,E I/CENSF-q ?•`W'= r IIt,,, IYn� `av iD/16/26 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.com Texas Eng. Finn F-21382 TITLE: DIG WORLD 40' HC - MEN'S RR DRAWN BY:I JCJ I APPROVED BY: REV DATE 2 9/12/2025 FLOOR PLAN 2549 A2.00 PROJECT NO SHEET EQUIPMENT SCHEDULE A OESC. STPNDARD COMMERCIAL 6AIHRWM "ANT".. NON-ADA. 56' DEPTH, Sfi' M N. CORNER LEFT 3 1• TYPE, 2 STALL_ LEFT HANG WTSMNG DOOR, 28" MmH. WVE GRAY 1110, STANDARD STALL ACCESSQtlES 1 2 i URINAL SCREEN, WALL NWN1E0, 19- DEFIH. DOPE AM' DMT , 38'AM 9N I CORNER LE' NGNWX 6 fip- DEPTH. MIN MM 3 LEFT HAND T ED OP RN.. 31" MOTH. MINIMUM UA OPENING AT RO' OPENING. DOVE CRAP K82 OVAL LGARCOWALL 4O GRAB BASS KOALA RARE HB206 OVAL WALL MOUNTED BDE 6 1 CHARGING GiaRON, FOIDARtE. S4- MDTH, 21" DEPTH IN OPEN POSTON, A- DEPTH CLOSED. -aer.1 O HN, s —� - E_—L_ L CI' RFS�' AR FMAY' ® AU. Y O® _ Q e a° MAe LE PATA nA r AN W , - --- -- ------ ------ _n CD o O pEIE`,J HIGH i. 40' HIGH CUDE SHIPPING CONTAINER. ISO 1496-1 CERIIFlED. 61RUCiUR ICC-EA1 MATERIALS PER ICC-ES ACA62 AND ESR-165fi 2. FACTORY 50. FT. WN)DOORS SPACE. INSULATED 3. FACTORY (CARGO) DOORS 9ALl NE SEALED ANp —FUNCTIONAL SEE BOOR RAN FOR SCREDUM ENTRY DOORS 1 SERIFY R PAHN . AL 9016 E6 NTH EWHI IF REWIRED. 5. NOES T PAINT: RAL N' (RRAFnc-A— NH11E) 6. RLUM NG CONNECTION TIN TO MATERIAL sCHY STE 7. PLUMBING CONNECTIONS TO BE PROVIDEDHCCA BY SIZE CONTRACTOR. 4£ SHEET FIGOSERVICE FOR CONNECTION L STE COS e ELECTRICAL SEflNCE CAM" BY 4TE CONTRACTOR PER NEC. SEE SHEET Et OD FOR ANCHORAGE y CRIERS. M 9. FH — a AND ANCHORAGE RY OTHERS. MODULE SHALL EELINSTAULED S W LFv£L WRFALE WHEN AOEWATE SINP)ii PER STRUCTURAL N0T6 A L�LE7 Equipment Management Services, LLC Mon 7K 6910 5 LakeouHON 1, Pkier TX 704 Hston, 77049 7042 Phone: ]13-6]5-4442 www. equlpmenfmanagemen leernces.com PROJECT ADDRESS: 2200 W GRAPEVINE MILLS CIR., GRAPEVINE. TX 76051 ]Ell L�.._......"..... �i -a 80838 � �111, ++C ENSE� ?�-= O++'1'j 1011 25 FACTORY William A. Lee, P.E. SEAUESS Professional Engineer SHUT Ph: 214.632.7766 ' info@uei-tx,com Texas Eng. Finn F-21382 CONSTRUCTION SERFORCATIONq sx 1. RAL .-ITS wDw sno wut MA«, oaeu WeE,' ruAL Neap 6-Y 91LAlYYA NCe1T— 'Ash 'Ir nm,H PAEL RNNx: ,n- aYNwp «,RP PAxa FI&OB EMSnx4 I-I/1 ANARE RMRf rtYtem aaxc. as wxn TITLE: DIG WORLD 40' HC - MEN'S RR DRAWN BY:I JCJ I APPROVED BY: REV DATE 3 10,17/2025 FLOOR PLAN 2549 A2.00 PROZOT NO SHEET I IsmcamN�iA1w R'�0°°aoR ASB.PO . a- ____`�RNaroD4EklTlal FaE BNL = SECTION A —A: BOTTOM RAIL REINFORCEMENT DETAIL ------------------------------------------- ---------------------------------- t O. -------------------- c -�-� 1J!'lllllll II�II'�Illll �� l[ L lC Rg 1 RAM NC- N 5 DES GNATEOLM ME pRµls Nel s S - CCNFOW. TO THE A- BFEOFTC .1 2 EVUCTURAL STEEL ERunaa —Exs TO BE 4W } — NIGB Hss sauna TUBE 3 YfATCPL aOaN SIRUCNRK ... NEVBERS Ta BE FULL HDW T, CaNNECTNG lHE BID— RML TO 1f& TOP RAC OF ME C..— 4. — NRE FRAM . - BERE TD BE ON BOIN FOES BF OPFNBRf:R DWt;OL RERB TO STROCBLFUL CALOILRTIXS PFAC GE FFDR FULL DE7aLFUUL — NEL R _r� fflA cma� E THS PAGE RELEASE FOR CWSTiUCTON F—E DOEBNCT AIITHOFIZEANY WORKIN CON— 'MTHTHE —01N0 CODE OR ZONING ORDINANCE. 111182025 —ARNOLD O RAW-9 13e9e BUILDING INSPECTIONDIVISION', RELEASE DOES NOTAPPLY TO CCNSTRUCIICN IN EASEMENTS OR PUBLIC RIGHT OFWAY ALL CHANGES MUST W APPROVED. 31 i g�PZZ �EUF TF'1•,yl' X •. 1 / YURIANTO YURIANTO / 116188 / 11 1 Al ITX FIRM RR�TiR: f-15892I 8y Yuri at 11:48: BB PM, 54?M025 License Expires: 9/30/2026 SMCN— STEEL MECHANICAL SPECS sT¢L cwME ssuN [w=j 4 TLnK wI [uw7 mm. zl ASM wsoo I w [xsl ex [+�e] I EqulpmerR..gemenl Services, LLC 6910 5 lake HOus[On Pkwy Houston, 7]049 Phone: 713-6 75-4442 www.equlpme0tmanagemen leerNces.com PROJECTADDRESS: 2200 W GRAPEVINE MILLS CIR, GRAPEVINE, TX 76051. DESIGN LOADS: ROOF LIVE: 20 PSF ROOF SNOW LOAD: 5 PSF FLOOR LIVE: 100 PSF WIND LOAD: VULT=106 MPH VASD = 82 MPH WIND EXPOSURE: C SEISMIC DESIGN REQUIREMENTS: SESMIC DESIGN CATEGORY: B Ss: 0.104 St 0.054 TITLE: DIG WORLD 40' HC - MEN'S RR DRAWN BY:I JCJ I APPROVED BY: Rry DATE 9/22/2025 STRUCTURAL FRAMING PLAN 2549 A3.00 PRc�uNO. SHEET E OOR SCHEDULE — COUNT MATERIAL WIDTH HEIaT THICK FINISH RAIm MANUFACTURER DFSCRIPIION R.D. I PMOLv'�ai�a DWG ID HARDWARE ITIDI ]06S or— B oLE SUTSNNK p MIAiE., PoO BB IWP HNEE; NERF ER SRIPPND ASK ONESHGD. PIPPED I. I. tENFR i4Bit,6. I�) fxiER SR¢ Y-10 J/4' I 6-! 1/C 0'-T 3/4' tE¢ DOOR SFYIFS DLSON PC NO BT MOW VA �plp) ,,�H �1' v I}• �• x - - {ID U) 0.B BY MM LaWK EGULw aLial ODDREPSWNfl IN LGn+n FTA YMEeP Aw M,,RE (MENEs)AraA p P,.," - AS MR _DD. N., ER SrRIPPNC. ADA TKI9101D. ]Dfie OPWL S_ WrSAY14 SiEIl WON SERIFS NN _ J8' N 8D' - PIFPPF➢ FOF �c1 tEVFR i IOBNR. MF G- CIiNM IAUWR lz7 FxTEINOR FEASONIND, I SN:fl DOOR T-TD NS a-B Ve O-X 3/4' PC MO Bi Y000VA N 18" v la" DOUR LLGrvO mP Y IIIP AW (IwE� mfo5Tnn0a EroN a Vx RLSON' oO ) N = Y-W 3/A' 6-S 6/9' C-1' R."" CPNE INT NOR OOai PAaR NO SY K BO' YA. - NOD D_ WlN R' UN K., ION MAMFOP AW. AAA-COMPLIANt ffLf-¢09XE XIHP )• (R) NTERYP DOOR I WD'A IIEEHµICA. ENTILAF W ssH DELI_ C YIN INTERIOR FINISH SCHEDULE DESLRIPRONI MODEL COMMENTS I SIZE FLOORS Der. VINIL FLOORING I \I:RIFI' Islam COLOR SPY �E WALLS AND CEARO BATHROOM WALLS F PLYWOOD i S/B' TYCN. NHITE TRIP (FlBER RONFORC POLYMER) NUDO FRP UP -SS (ISI) f. x B. PANEL RUBBER WALL BASE T�REIT MANOALAY OR MATCH COL.O-4 1/Y EQUIV. FURNISHINGS a URINAL PARTITIONS FAST PARTITIONS ILA18NAlE, ➢OYE CItAY PER STALL LAYOUTTOILET I 3010 GRAR BARS FAST PWRTIONS IMA. SrAIRLM ST 0- PER CODE PfQ4UM BOBRID( MEWS STALL PACKAGE FAST PARTTIDNS I�CO TP ROLLOISPENSERS+ SC _ BASIN PACKAGE FAST PARTITIONS I PAPER TOW'FL OISP, pER LAYOUT WAR OAP, MIRROR I FIT. \ ..\,E. M R A FUME SPREAD MATEIAL MA S PANELS' il, V THICK. R-VALUE a I ORE DEVELOPMENT a 450 FLAME SPREAD MDEX a 200 qry OF OMP Y1xE THIS PAGE RELEA8ED FOR CONWRUCTION RELEASE DOES NOT MTHORIZE MY WORK IN CONFLICT AY rDAM INSULATKx1 0P PAHIgIWH0EYBBWDI1A!LIANKG DEe OxfPOJIaWB.NBCITEE VCALPDg6Et C ASS 11 RMEANCE 1' THIK, R-V=6.5 RCTO cmWEOKREZPOrNOINKG TAt A1L1L1T�I0Irs4B0_42 MVAUM 6/1H 5 ETa 450 SMOKE DEVELOPMENT FLAME SPREAD INDEX < 25 BY: ARNOLD RAMIREZ T6BPE:IaBB BUILDING INSPECTION DIVISION INIUMELTHEM2.1 THERMAL AND IGNITION BARRIER REASEDOES NOT APPLY TO GHTOFl1CTION IN EA6EMENTS ORPOBt1CRIDHT OF VS\Y NATURAL THERM 20 ODMPArIBLE, ER-336 MINIMUM APPUCATg17MCxNESS ALL CHANOE8 MlI8T BE APPROVED - WET FILM 14 MILS DRY FILM 9 MILS y - PAN¢ f PL.YDm , P .... w... T.... Y mNY Yx. YNL WNTMpIrs �qAY PL FO.YIx9AA MR. Pw¢ f rAODO . my oartANeR n.mR nmN cAwDmI.ly' nna . oraaw GWrxNeR eai ml wIL� SECTION D-D w (REFER TO A2.00) ¢030R(9L SWAT 4NTANkW Floai� �AT-mMINP_SN SECTION C-C, igMlpmnLM�nWpxnWlrt SW1vICWT1, L1.0 Manufacturer 6910 S Lake Hxws1.n 7019 Houston. Tx —79 Z 2 Phone: 713-675 www.eyulpman Imanogementaer.Hcea, cam f 7�4 +ff 1 'OUT .. i� WILLIAMaLEE �•i �.. /f 60638 fllf l SS/ONPL FNci William A. Lee, P.E. Professional Engineer Ph: 214,632.7766 Info@uei-tx.Com Texas Eng. Finn F-21382 TITLE: DIG WORLD 40' HC - MEN'S RR DRAWN BY:I JCJ I APPROVED BY: REV DATE 9/6/2D25 INTERIOR INFORMATION & WALL SECTION 2549 A4.00 P0.01ECT NO SHEET ITEM COGNi MATERIAL WIDTH HEIGHT THICK FINISH RAZED MANUFACTURER,OESCRIPTI6N R.O. DWG ID HARDWARE JC66 OPAWE S IRLE OVIS W:ATHEROSIRIPRNG A P, iH OP.FSS11aD� N'X.AR .ERSWNFE I STEfl 7-10 ]JL• 5-61/a" 0'-1 J/4" PC NO RT NWUIM (R- OOWISERI. W.S. �" a M. R f"M FCR aSOSER CII+SmAW WAWA LWVER FOR MNt 1 AR DUE (WERE xOtEOj -SEE Bi MOW VR W9IXl . — OPAWF aNGI£ WISWa .-OR51WPWNO. ADA TNIESIIOD; (2) ENTWODRRPEPSOlNO I SiEEt 2'-10 3/f E-e IN 0'-1 J/4• PC NO BT MOW- I- �D' al Ill'WDO. OR 3r" N 80' _ _ flEWONCfO fMION CLOSER COSIIY LW1fR LOWER FOR YARLP AIR (WEN, Nor,D1 - SEE BT NOAILAR a— sTANOAND SPECS (2) IN —ODOR I Wxp 3'4 3/1" 0-fi 5/R" d-1' OH cORE wTWOR OOCR PART Np lBp xO WIX I' uNDERNi FOR MECHANICAL WNIMMXI IR" # eO" HA - MA-1 OApA cWPLIAxI SELL a0vN0 NL£5, AOA `.f HIDLE (PRIVACv LAT R), PAINT CRAM, J2" a,AR a•ENMC MM. INTERIOR FINISH SCHEDULE DESCRIPTOR MODEL COMMENTS I 512E IRS YlON MSCHE CHIN MAIL FLOORING N1:RIFY COLOR S AND DEALING IROOM WALLS: )" PLYWOOD + 5/9' THICK. WHITE (FIBER REINFORCED POLYMER) PANEL NUDD FRP LP-S9 (15I) RUBBER WAIL BASE iARKETT MANOALAY OR �,�,., MATCH COLQt 0`-4 1/; RNISHINGS _ TOILET & URINAL PARTITIONS FAST PARTITLAMINATE, DOVE GRAY ONS .3010 I PER STALL LAYOUT GRAB BARS FAST PARTmONS ABA, STAINLESS STEEL PER CODE UMENBSERSDBRICK PI'AMCO MEN'S STALL PACKAGE FAST PARTITIONS G7ROLL + SC - B 1 DISP BASIN PACNACE FAST PARTITIONS I PAPER TOWEL OISP, PER LAYOUT SODIP, MIRROR FIT FRP PANELS: CLASS A FLAME SPREAD MATERIAL V THICK, R-VALUE < I STROKE DEVELOPMENT < ASO FLAME SPREAD INDEX,ODD LO7ffADNDed9a Y FOAM INSULATION CV II VAPOR PERMEANCE T• THICK, R-VALUE = 6.5 NOMINAL R-VALUE = fi/)NCN SMOKE DEVELOPMENT < 450 FLAME SPREAD INDEX < 25 NO BURN PLUS THE INTUMESCENT COATING THERMAL AND IGN17M BARRIER NATURAL THERM 2.0 COMPATIBLE, ER-336 MINIMUM APPLICADON THICKNESS: WET RUM = 14 MILS CRY FILM = 9 MILS s�nap`r v CITY OF ORAPEVYIE TL115 FACE RELEASED FOR CONBTRLIOTION RELEASE GOES NOT AUTHCRIZEANY VA>RK IN CONFLICT BUILowG cweeR zoNlNe aROINANCE CQP APPROVE luaero eE xePTox rxE.loe rrEAT ALL T EE. 1111912025 BY: ARNCLOO RAMRE2 TSBPE: 13eM BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CON61 RUCTION IN EASEMENTS OR PLs-IC BIGHT OF WAY ALL ORA NOES MUST BE APPROV ED. COURC GWrc SPRAv RV. CLUNK PAR¢ F awnm . HP 1 c� WNL GWrc SWAY FOAM I 26" WWL mxnxu9us swnv FaMn uN.AAbR. LI 1Ax11• NDx + R PLYAOcO I.la9" iXIT ,, OE l RmN DWI. wRTA:� N �"'RULi SECTION D-D b (REFER TO A2.00) AGoo aW0 p4'v F-' M COxlMNER FLOOR ASSEM — _ -- im SPRAY -. ININAL-n SECTION c-e E'."Dr.rn Management Services, LLC TX Ter 6910 6 Lake HOMOnt- N TX PkPkw9 ou Hston, n4 Phone: ]13-6]5-4442 www, equlpmePfmanagemen leerNces.com FT rte 4 .. a sa lAA W ILLIAM A. LEE S � 8➢838 � � 'Alt/, OCEBSE� y.,r 10/16/25 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 infc@ue1-DL.ccm Texas Eng. Finn F-21382 TITLE: DIG WORLD 40' HC - MEN'S RR DRAWN BY:I JCJ I APPROVED BY: REV DATE 2 10/17/2025 INTERIOR INFORMATION & WALL SECTION 2549 A4.00 PROJECT NO. SHEET � MN�NMu IM,M M�N �MM Equipment Management Services, LLC Mon 6910 5 Lake Hous[1, On Pkw, Pkwy Houston, Ix]]049 Phone: 713-675-4442 www.equlpmentmanOgemen leerNces.cOm pl ccTRlru Psxcl alvFa MAIN ELECTRICAL NEMA ENCLOSURE: 3R 150 AMP MCB 208 VOLT P-P 120V P-N _ PANEL A 1 PHASE. 4 AREtOkAIC nnE -B vMEL RE x AcmOAw¢ xTx i WILLIAM A LEE._..i mm mITroN Or THE NAnOTu EmcTMc COOE 7A Ev/H-I ® 14.N so 63 8 A1.umots uuoEN Eau .ruMsolcmN.H sa ]A 2/4/6/6A. �A ]A '�/90�</CENSF-0 1. .1. Oe¢wNE 52E stun az lit AWO ExEEa I/3A g �6A /t V� MNSE NOT£C — NL NNE a., —11TNE ® 6A 6A ® 6A Ea�� ,Tiu i cmmcuLsysmis srN.iu az E�ircccmiir �A ® I� ® t t)1,"NA " Nn10/16/25 GvcuHO As —IN � Ir°'°i F.JCIST �.a m az� 9EW-E,11TD9�TBRI xN0 al 6A 6A William A. Lee, P.E. `11.ElmAxn IMINIsoQ wOlESNa NONE, ON t sA AHu I arvu 1 tt 6A Arlu a _ Professional Engineer 1. m VN'LUMiTNs1Au BE .—T AS 1-1. AxD Ph: 214.632.7766 o.— LN MRM .—N TL eue . WES � � Info@uei-tx.com Au I.E.T ulna 6E COH.AIm wmw wws sww THE muxG Texas Eng. Finn F-21362 1. ALL uxsM. xTENNx NECEPTACIfS 91Iu 9E IIF N- smT°D S R Ar APr. ED�BE, TITLE: 10. EEL, °BECaNEE'CTENTOBE"�Mi;"o YA DIG WORLD M�m EEm>aIDAx OLECTS-1EN-1-1 ro ME NDO SE 40' HC - M EN'S RR 1 i60A PANO EHALL UNUII A 1' EARN cNWSE-I01 sX 5 CONWEET ENS EON ELECTRICAL LAYOUT- FUSES k UGNTNG FILM CONDYIT W nFT BGOY (---RTSO NLMNU4, IB NNEXTE. -.1 10��Y",B —111) TO �` DRAWN BY: JCJ APPROVED BY: I ?wNEcnai THE CGN9MT NWr % E Nm.NEac1 TO �6 (av-«ATmMRBOB REV DATE FOR TIT"OmON E oai FxIBAua. IN N" MR NEC i 2ii ENSAx�O FNBPENITUTY acaxL0X0m'NENEfes LE BNEC . • , , 1 10/6/2025 Mn1RNu ANO ceNE—. 1. AND u�� NE. BE uve CITY OF ORAPEVIRE i , BOB, AxG Ecru cOOE —ENT, slAu TN1e PArf REEEASEO FOR NSTnuenox 1E �` IN9w N HERESTNGOMs1AUCGYMYFITH —ENS 3— NOTA—R11EANY—KINLONEEICT ELECTRICAL 1015 IECC UCHIINC OLNTNOL NEpANEVENT6 INTTH THE SUIEDING CONE OR20NING ORDINANCE C OCblPARCY xNSOPS EON AUTOMAPC �Ia*cam AxL oIMANc aN N1ErEE caNmals GIIYAPPR011Fe PEAReTO6E RePr TRE, eDEAT PLAN WAIN 19N NR,NONL NTx,x T (— O AT .1. WR IN THE NNN LOWARI), pbN SO Fi iOTnL I Il1912015 NIM AO.. MT1ROg15)..TFNES D ME BE EEOIL ENER I E wsiAUFD ERNNE6 AND YFEi BY: A104-1. NSPE 110N DI PE IN 2549 E1 .00 mEAlx ERENT R CCCf AMfxO4ENli BDIE S INSPECTION DNISION 1 NEC21 9 CEPTA[EES Sxnu BE OEO MronCTm RELEASE DOES S cR PPLV TD CONSTRUC110N IN PRO.ECT N0. SHEET NEN E EASEMENTS ORPJBLIC TdGHT OF WAY ALL MANGES MEET BE APPROVED. ELECTRICAL NEMA ENCLOSURE: 150 AMP 1 1 PHASE MCB 208 VCLT 4 WIRE P-P 120V P-N 10kAIC PANEL A CKT. N0. AMP RATING CONNECTED CONNECTED LOAD AMPS (VA) DESCRIPTION BRANCH GKT. I FACTOR I WIRE SIZE BRANCH CKT. I LOAD TOTAL LOAD 1/3 20-DP 16.G0 3328.00 HVHEAT PUMPLIT I 1.25I #12 AWG I 4160.00 4160.00. 2/4 60 DP 49.00 10100 00 EWH L00 #6 AWG 10100.00 10100.00 — $ 20-SP 4.50 540.00 RECEPTS 1.00 t� o�ir 540.00 _ _ 540 l 6 20-SP 1.77 170.00 LIGHTS I 1.25 I # 12 AWG 212.50 7 20-SP 1,54 184.40 EXHAUST FANS I 1.25 I #12 AWG 230.50 230.50 8 20-SP 1.50 180.00 AHUS I 1.00 I #12 AWG 180.00 180 9 "SPARE 10 SPARE 11 SPARE 12 SPARE- 73 SPARE 14 SPARE I - ACTUAL LIGHTING LOAD-1 212.50 NEC CALCULATED LOAD IF GREATER THAN ACTUAL LOAD: 1400.00 *NEC CALCULATED LOAD EXCEEDS ACTUAL LOAD - NEC RECEIPTS FIRST 10,000 ® 100% AND REMAINING ® 50%:I D — TOTAL_ WATTS: 16610.50 AMPS: 80 IT cmorsw —E IFIls PAQE R L eEN6TH qTHE WILD No COo 9z 1NGPMIN— cT 11119PlEF5 9Y: AWOLOO M WBR Z TS WE: W ENLOINO IT PECTONDIVISION fF4EA E GOES NOTAPRY TO N EASEMENTS OR PU6LIC RIGW OFOFn OF WAY LCTON I ALL CIMAIeEa ARIST aE APPROVED. V EgWpment Management Services, llC Monuta<tu rer 6910 S Lake Houston Pkwy Houston, -444 Phone: ]13-675-4462 www. equlpmePtm onagemen lser�ces.com ` ♦ L F T L1 1 rr .a a/ i� WILLIAM A 1,EE �Y 66838 m P4 90 2JCENSF� �'� It IIS1Nq `av 18/16/26 William A. Lee, P.E. Professional Engineer Ph: 214,632.7766 Info@uei-tx.com Texas Eng. Finn F-21382 TITLE: DIG WORLD 40' HC - MEN'S RR DRAWN BY:I JCJ I APPROVED BY: I REV DATE 3 10/6/2025 ELECTRICAL LOAD SCHEDULE 2549 E2.00 PRO,ECT NC. SHEEr _s INTERIOR SIDE EXTERIOR SIDE. SIDE WALL � c _ FINISH FLOOR - -. - 1/4" OFFSET FIREDGF�_L_� ii �l/If/` 3/16"�2" ® 8" O.C. E70XX �" ii'� is�16° /E70XX C—SECTION BOTTOM SIDE RAIL II. ii m10' 3/16"�/2" ®8" O.0 5/16"(MIN) X 5-3/4"(FOR C—SECTION) A572 GR.50 KSI PLATE. SEE PLAN FOR LOCATION & LENGTH INFO. 1/4" OFFSET FROM EDGE Al &SECTION BOTTOM SIDE RAIL w 5/16" REINFORCE PLATE DETAIL _s INTERIOR SIDE EXTERIOR SIDE SIDE WALL FINISH FLOOR . -1/4" OFFSET FROM EDGE 3/16"[\2" @8" O.C. / �E70XX Z—SECTION BOTTOM SIDE RAIL m!n, /E70XX II 3/16" V2" ®8" O.0 5/16"(MIN) X 6"(FOR Z—SECTION) m A572 GR.50 KSI PLATE. SEE PLAN FOR LOCATION & LENGTH INFO 1/4" OFFSET FROM EDGE C Z-SECTION BOTTOM SIDE RAIL w 5/16" REINFOJJKK AjlE 2 TAI"L INTERIOR SIDE 1 r I "I F. EXTERIOR SIDE TOP SIDE RAID";,_ 7 ? 3/i6 CENTER LINE OF POST TO TOP RAIL TOP SIDE RAIL, POST & HEADER SIDE WALL PANEL I I /PANEL TO BEAM 1/8„ V2" ® 4" O.C. OPENING HEADER/SILL STAGGERED (IF APPLICABLE) SEE ELEVATION FOR SIZE 3/16" j 3/16" HEADER TO POST COLUMN POST SEE ELEVATION FOR SIZE FINISH FLOOR POST TO RAIL 3/i6" i ail C—SECTION BOTTOM SIDE RAIL " C-GRAP-NE REINFORCE PLATE THIS PAGE RELEASED FOR CONSTRUCTION IF APPLICABLE _ (NOT SHOWN) 01 APPNDVEDP KEPT NTHE.IDB IRE Al Cl POST & HEADER FRAMING DETAIL nnsrzozs BY: ARNOLDO RA I- TSBPE: I1N58 WITH C—SECTION BOTTOM SIDE RAIL BUILDING SPECTION DIVISION RELEASIN E DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. Z—SECTION BOTTOM SI REINFORCE IF APPLICAE (NOT CHOM POST & HEADER FRAMING DETAIL WITH Z—SECTION BOTTOM SIDE R7— TO RAIL CONTAINER I (E70XX 5/i6" 6' 0 �v Z- TOP OF FOUNDATION OR SLAB ON GRADE �i�il�i0000000iauooa000io oa SEE EMBED PLATE ANCHOR DETAIL I CORNER FITTING TO EMBED PLATE WELD DETAIL VIP TBIS PAGE RELEASED FOR CONSMUCCIDN PET 1101111TAILL011111*0111110 III rlll-.S BY: ARNOLBO RAMIREZ TSBPEESSN BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. HVAC SPECIFlLAPDNS ,., ,,,, T WWFN6F1l CWOfNSFA OfNSER AHU AINI ACp a [ ]qE AR xAMG AND �N� "'-^` � " IP ao x I5 IW� � BN t nIJ R NAW UNIT TWNAW MANU'pLNRIi MWEL DESCBPTW SEER2/EW POWER WDM LHNT pEPM IMpM HDtNT OEPM CAPACITY (BN. (CFM) (A_) I PACNAW CAP, (lbnl ONTIING ,III-,,,Y px IE I (MMwm6wT� ulna ]�smY I I V-N 3,e p p-1/1 a.1-1 ' A°°° NN] A I _ Y-Gli C-tt• B AWOB— I.00-ww---j BN,W uNN WIx 0.W0 11-Nt I - IPe. I 5 I - w6n las B I xa MUS 0.W I _ 3'-9,e' V-tt V-91R AW W IaW-OW_MgI 6xBNM M°.AmnYULn ,aa_>» I _ IPv. I TABLE 40J.3.,.1 MINIMUM VFNPLAPON RATES SE REQ OCWPANi �40 0.I PROP¢SN I REO. AREA PROPOSED MEA REO. E%HA- PROPOSED ENNAUST —AN LY U BnlNIY rnY OM/MASW-/PERSOx ARFLOW B.. >➢ R- RAZE AIRFLOW MlE AIRFLOW RAZE F GR ia0�f—u{rnn MN ,v IU;WITMxOLWRp.ctAEaPACx AEitp EV ME SUPPLEMENTARY NOTES. 1. EACH SYSTEM SHALL MEET THE MINIMUM EFFICIENCY REQUIREMENTS PER THE CURRENT ENERGY CONSERVATION CODE. 2. EACH AIR DEVICE OR THE BRANCH DUCT TO THAT AIR DEVICE SHALL BE EQUIPPED BATH A MANUAL DAMPER TO FACIUTATE AIR BALANCING. 3. CONDENSATE SHALL BE DISCHARGED TO AN APPROVED PLUMBING FIXTURE OR DISPOSAL AREA. 4. THERMAL INSULATION FOR BOTH REFRIGERANT PIPING AND DUCTWORK SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ENERGY CONSERVATION CODE. 5. EXHAUST FANS SHALL INCLUDE INTEGRAL BACKDRAFT DAMPERS. TO PREVENT REVERSE AIRFLOW WHEN NOT IN USE. 6. EXHAUST FANS CREATE NEGATIVE PRESSURE 1360 OEM PER RESTROOM), MAKEUP AIR PROVIDED NA DOOR LOUVERS SIZED FOR MINIMUM 137 50. IN. FREE AREA PER SIDE BASED ON 400 FPM DESIGN VELOCITY. SEE DOOR SCHEDULE FOR LOUVER SPECIFICATIONS. RELEASE DOES NOT Al 1411111 ANY WOR1 IN CONFLICT w'H THE. IDINO COOS OR LONINI OR""'CE BYAPPROvm— O BE TMe% ON THE JOB STEA ML I IFIW2025 BY: ARNO -DO RAMIREZ TSBPE: I3BBB BUILDING INSPECTION DIVISION RELEASE DOM NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RG HT OF WAY A LL CHANGES MUST BE APPROVED. IN OUTSIDE AIR VENTILATION CALCLIATION COxDrtiOrvED SPACE - 3206.F. TOILET/UTILITY E%HAUST inrvS El 160 ON EF-2 220 Cf. roT mum MARE UP AM — VFNttAMN tT.12" LWYFA (FAMRT RR DOOR) 79 CFM IB".1T -- (— N, DOOR) ITEM TOTAL PROVIDED MANE UP MR 2A7 CFM DUCT SIZES ON THE PLAN ARE INSIDE DIMENSIONS(LD.). RWtE 4" DMCT 1p 4cEw RWTE A" (ACT TO —j RWtE N' Wn n 4M1FW'ALL A WCT i0 SWW 4 o U.11 1.T RIP— 111OR p — il� ,� 1 TT/`. MERMosrAT� AHU 2 AHU 3 I `3H \ DOORLwAxTA FBR MARLUP An sa 0— wrLwLE \,B�.,B —P -- — uANEDP AIR gc ppcR EcxmulE E1.11—TR.118gement Services, LLC Man OF tureE 6910 S lake Houston Pkw, Houston, TX 77049 Phone: 713—fi75-4442 www.egMlpmeDfmppp9 —(eerNCee.c— . F TLLtL1 ` (lA w Y / i WILLIAM A LEE 8063B I/CERS" �W r 1(I""IYA``a— 1D/16/25 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.com Texas Eng. Finn F-21382 TITLE: DIG WORLD 40' HC - MEN'S RR DRAWN BY:I JCJ I APPROVED BY: REV DATE 1 10/5/2025 MECHANICAL PLAN 2549 M1.00 PRCQECT NO. SHEET K-D DETALS F'•1 R4 C'.ECU__ ' N id ^ 2 iE ODWN,D�1'2" b£NNiUUPFFRDM DR 31'wWASiE GENEfL4 NOTES: �DESCF',. 'I ��� N -w i,rv. .nx vFx, — c. R pOwW. �- /3" VENT UP EROM V xAl.y m xEEr Au XEauixEW aF L WAlx ¢09Ei; AGA mNvuXxt WxrzXs NYrt DDw1 rRGN aaax DxAIN I I c ro Er a o u,D an ro MglgipNs� , I EIEnAEnT � imET EavA imar piSl-.NM a -a d/� N/A I C-Y C-2 Inn W xnMEM xwoEExS m � vRwgED Xxo . 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Finn F-21382 TITLE: DIG WORLD 40' HC - MEN'S RR DRAWN BY:I JCJ I APPROVED BY: REV DATE 1 10/8/2025 PLUMBING PLAN 2549 P1.00 PROZOT NO SHEET WATFR PIPING NOTFS: I. INTERIOR WATER PIPING SHALL BE PEX-A 2. INSULATE ALL WATER PIPING WITH RIGID FIBERGLASS OR FLEXIBLE FOAM INSULATION IN ACCORDANCE NTH IECC TABLE C403.11.3. ALL HOT WATER PIPING UNDER 149 T SH AL IN: NEW WATER FNTRANrI OF OMPEYINF THIS PAGE RELEASED FOR CONSTRUCTION CT.WTHOReE ANY WORN IN CONFLICT REWTH THE BU LOING CODE OR ZONING ORDNANCE CITY APPROWDPI-AN !"9tlMEK ON THE JOB SITE AT � t IIIw2C25 BY:ARNOLDO RAMR TSBPE:N3398 BUILDING INEPECTTON DIV15ION. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS CR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APP—ED. ff E1.11—rR.111gelnent Services, LED: MOnu/ocX Pkw, T 6910 S lake HOII Pkwy Houston, 7049 Phone: 713-6754 www.equlpmenfmanagemen leerNce..c— s.com . F TLRtLI frY i WILLIAM A LEE � 00fi38 IYYfr9o� XJCENSF-OGW V Ir111"NA �?1D116/25 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.com Texas Eng. Finn F-21382 TITLE DIG WORLD 40' HC - MEN'S RR DRAWN BY:I JCJ I APPROVED BY:I REV DATE 3 10/5/2025 WATER SUPPLY RISER 2549 P2.00 PROJECT NO. SHEET SANITeaY --0 -F- 1. SLOPE OF SANITARY PIPING M FOR 2- PIPE AND iSHALL BE #" PER FOOT 2 INISTAUL LONG SWEEP 90 '1 NO OR FOOTPER FOR Os WYE DUNG AT ALL HORIZONTAL TO HORIZONTAL CHANGES IN DIRECTION, 3" VTR AS APPLICARUE. 3. EACH PLUMBI G FIXTURES SHALL BE SEPARATELY TRAPPED WITH A DEEP SEAL TRAP, AS APPLICABLE. I /� 4. SANITARY AND VENT PIPING SHALL BE SCHEDULE 40 PVC UNLESS PROHIBITED BY LOCAL CODES I Equipment NlanagemeM Services, LLC MGn O'"P%'er I 6910 5 lake HOG TX 7049 I r/ I Houston, J4442 ww Phone: ]13—fi75-4442 w.equlpmeNtmanOgemen leerNces.com I I 2-4 I I 2-� I I n 2' I I 3"� 3"VTR �r 3" �s VVALLIAMALEE % 80638 ' RS i / I fff 90 ffCE NSF-q Lrl ro+I 'It,"N.A»..E�a�r+l. wlsrzs �, » / I2" n'slamA. Lee, P.E. .Pfeo Ph: 214.632.7766 Inf.@uei-tx.com 2 0 Texas Eng. Finn F-21382 24 2 3.. I2" 0 3,. TITLE DIG WORLD I 3 40' HC — MEN'S RR 3" I �_ DRAWN BY: JCJ I APPROVED BY: 2. GH1P 011E 2°� 3 3' 0 RE DATE 9/19/2025 2 3 C-01GRAPEVINE THISPAGE RELEASED FOR CONSTRUCTION SANITARY REE,sEG—NGT—N—YWONNINNCGNPLI�T PLUMBING VATH THEELLO G COOEOR ZONING ORDINNICE 3" GRYAPPROVmPuxamaexEPTaNTHE oaMEAT RISER 3"Q0 1 JUAII s9 �'�3p BY:ARNOLDOSPEDTO DIVISION IN 2549 P3.00 BUILDING TAPELY TO DIVISION 3" �� RELE EASEMENTS NSOR PUBLICR HTOFd1GDONIN PRO.ECT NO. SHEET EASEMENTS OR PUBLIC 2.GMOF AY ALL CHANGES MUST 9E APPROVED. Project: Dig World Dallas- Women's Restroom Building 1 ReV I mm 1 SNSST I NVF¢TINIE GENERALINFORMATION ARCH leiieiie Pam saNlr.R,REER cl�o�LEe Special Conditions + Limitations: fiP a GE1°Onmeegt.in)eL; nTX°mt,Iw—P1nP. tocE°onu ntyaOtry mPIONIn Tm rE,.IbOtesigatl IPmy waI meeppine TIS buIICn a O GnGny n.n nabrneeceme aeSOe, ae h*0 d 11 Me x.1d by aIh- F.-0.1, On Additional Notes New Construction 2200 W GRAPEVINE MILLS CIRCLE GRAPEVINE, TX 76051 Shipping Container Based Structure Submission: Certification Applicable Codes Design Criterla 30211NTERNATONNLBLI(.DING CCDE'SO. TsO—MENDMENtb SOZO NATONPL ELECTRICCODE(NECfW TEXAS AMENDMENTS OCCUPANCY GROUP'. OCCUPANT LOAD: 201EIN1ERNATICNW EWE YCCNSERVATONCME(IECC)W TEXASAMENOMENTS NEW 9UILONGO) CONSTRUCTION TYPE' MECHANICAL OOCE(IMC) WI TEXAS AMENDMENTS Sul:. N. AREA'. EIiSIKOIOANGMEIGHT: :0211NTERNAnCNAL 20211NTERNATICNRLPLL 111 OODEQPO)W TExASAMENCMENTS EGORT 20211NTERNA71_ FIREODOE(IFC)W TEXASAMENOMENTS WIND EXPOSURE CATEGORY: 2012 TIXASACCESSBIIITV 5TANOAR05 (TAS) EASIC WIND SPEED (ULTIMATE): NOMINAL WND SPEED'. Design Loads OESIGNLOADC00E'. ASCE 11. INTERNAL PRESSLRE COEFF. —DVEL`S1a PRES30RE SEISMIC DESIGN CATEGORY'. BOIL CUB3: MINMUM UNIFORMLY SEISMIC IMPORTANCE FLIR, I: MAPPED ACCELERATIDN (4: Si) DISTRIBUTED FLOOR LIVE LOADS DESIGN ACCELERATION(Sa So1:) PJLen IW MY "u w„u Rtll6FTi li RODF UVE LOAD ESR4658 UNIFORM: 20 PSF MIN CONCENTRATED: 300 PEE MIN. CORRIDOR UVE LOAD UNIFORM. 1. PSF ®1oYm CONCENTRATED. ax. 1. W GROUND5NOLOAD: OPSF --- --- TABLE 6GIFIRE PROTECTION REOL.IREMENTS F-—----'*--=_—=. lu Mr erne c°wwxr �e _ •,�•.:•° FIRE SEPARATION REOLIREMENTS PER TABLE 6D2', x-P-N°,° -TN, -T I NOW NO WSAPPUANCESORGA5 an 13 E��IGLLT PeNEREO. Manufacturer EgWPmelx Management Service& LLC PHONE >138I0-0142 Z1'.M Sr. EMNL NnIn.SHIING m 11— 0.111 g. OOSS, Equipment Management Services, LLC 5910 S Lake Txn Pkwy Houston, 1X 77 GA9 Phone', t...S C_C_ www, aqulpmen tm onagemen l serNces.com TEXAS LICENSE #:: IHM-673 PROJECT ADDRESS: 2200 WGRAPEVINE MILLS CIR., GRAPEVINE, TX 76051 . F TAtr1A /� WILLIAMALEE� / 80638 410ENSE9�?'.= r21x1rjs`riONAL �a� 10'16125 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 info@uei-tx,mm Texas Eng. Firm F-21382 COVER SHEET 2549 0.00 PRO.IECT NO SHEET GRAB BARS 5tiY f I'-0 I b —❑ MIN. 4 HANDLE TO WIDE SIDE OF CDMPARRAENT 6' 66 a b � b HANDICAP - ACCESSIBLE STANDARD STALL ADA COMPLIANT FAMILY RESTROOM AMBULATORY STALL m I 1 i JY"W I I MIN. 1 ------------� 5B0' 420"----� ADA COMPLIANT TOILET ROOM �56.0" --- xa'� IIIT Ij{}- IT LIL ---------------- r I: r I �7 Equipment Management Services, LLC - P'rer 6910 S Lake H MontTXn Pkwy ou Hston, 7)049 Phone: 5-4442 www.equlpmen tmanagemen (..,17 leerNces.com CURRENT TDLRCERTIFOXON SUBMISSION, w DATE I aUBMISSION C 10'1/25 -A .11.IAPFR LL rL PROJECT: RESTROOMS DETAIL 3:2 SCALE,,A DIG WORLD DALLAS L ® Q T111—GERELEASEUFOR CONSTPoJCTION REFER TO SHEET A2.00 FOR PLAN VIEW •+++ 9' ASE Does rvoT wTnoaae,wy woRnw NANCEcoNFu1T "• •+ �+ LMR HTHEaIIItOINO CODE OR LONING OaOI 5P �Curin clTvnwaowe PiaeTo eE xEPr ox TNE.,ee e1T WILLIAMA LEE �� MOUNTING HEIGHTS, ,.._............. ACCESSIBILITY, & n,lvzozs +i 90 4C¢xSate= COMPLIANCE BY; AsINCILDRAECRTIIo! TSSPE:0 8 AAllF'rS/ FNv -• RFLEASEDDESNOTAPPLYTOCOI— CTIONIIN 1j11T�Nh ��� 1D/16125 wTANKLESS WATER CLOSET SHOWN ABOVE, REFER TO PLUMBING EASEMENtsoRPUEUCRIGHTO—Y FIXTURE FOR EXACT FIXTURE MODELS{ ALL CHANGes MUST BE APPBGVED, William A. Lee, P.E. 2549 A1.00 Professional Engineer --ECT— a — Ph: 214.632.7766 Info®uei-tx.com Texas Eng. Finn F-21382 SCAIE'. t/4" = 8 1f4" EQUIPMENT SCHEDULE INDEX on •DE6g,� NON-PDA, 56. GUTH, J6' WIDTH. CORNER LEFT J 1' -F' 2 STALL, LEFT HAND OUTS.NG DOOR. 26' WIDTH. DOW GRAY MID, STANDARD STALL ACC" ES 4 2 UNINAL SCREEN. WALL AIC N1ED. IB' DEPTH. 004E WAY MID ARO COMMERd L BA1HR001 PARR AMBULATORY STALL, SINGLE CORNER LEFT, NI i 1 i fi 7 ii s 1 60- OEPTN, M' WON. LEFT HARD OUTSWING DOOR, x' W01N. MINIMUM 252' OPENING AT 91 OPENING — BRAY ]DLO. DUgL�y[0 aY $� NOALA NARE xBMB OVAC-WAIL MOVN @'W" 6 I LHavdNN STAI�OEM OPDAIIOl4' GUTH CLDSFD. OPEN C 1 O I now S9a Rs ® MmM.e MATA PUTEIAcu LacWrl)+ - O O I�Illlllllllll'IQ'f IIIIII"I 1. GN HIGH O i. 40' UCH S PE SHIPPING CONTAINER. I50 1496-1 CERIIFlED, 61RUCiURA1 MATERIALS PER CO -ES AC4B2 AND ESR-165B 2. FACTORY S0. FT. (CACONRGO) SHALE, IE SEALED 3. FACTORY (CARGO) DEORS SHALL BE SEALED AND NON-FLNCMINAL SEE BOOR PLAN FOR OCHEDU NAI ENTRY ODORS 1 4CUBRR R PNN. AL 90166 NTH ENII IF IEOUIRE). 6. ExIERI T PAINT: RAG O " (TRAFFIC -A— W"I' 6. REFER TO SNEET TIC' Eqi 1 PROAL 6C BY YTS. 7. PLUMBING CONNECFOR TO EC RROMDEp BY SnE CONTRACTOR. SE£ SHEET PIDOSERV FOR CINNECIION LBIC 10S e ELECTRICAL SEflNCE CGMECDON BY 4TE Cdi1RACHIR PER NEC. SEE SHEET EI Op FOR ORAX Y OTHERS.. N R. FOUNp R RFA E WTH ACE BY OTHERS. MODULE SHALL BE I- MCFES M LF4£L YJRFALE WIN ADEQUATE dNPORi PER SiRLICii1RAL NOTE Equipment Management Services, LLC Mon./oct.Fer 6.10 S Lake Houston Pkwy Houston, TX 77049 Phone: 713-675-4442 www.'RUIPmeNtmanagemen leervicee.com PROJECT ADDRESS: 2200 W GRAPEVINE MILLS CIR., GRAPEVINE. TX 76051 r T a . .AlLR2jl I F T sEr� ♦ � • r7I� ,_ =, i WILLIAM A LEE 806 I,rfr9o� 2/CENSF-OGA� V O ",]""NA 116/26 FACTORY William A. Lee, P.E. DCDRS Professional Engineer sw� Ph: 214.632.7766 Info@uei-tx.com Texas Eng. Firm F-21382 rnMSTaurnoN sPFnnrannNs LxAMIw. 1xx INSAARp. WDED sno WAS _ MA�.oaeLc WLHA' WALLA, 6-Y 91G N: Ce�I— tLEAIDGC¢L 3eNNUUnW nxRH: In• RYAWED « LWP RNeL HIAMIw ' Ro. W-R' AR.E W)A iI RII tmxw. _ E HBCHi M R-12 GMY � IS CExnIAAUS nozE toL s Ixwunox HnaH:� 17 RYxew « rRR RAva FI&OB WRnM I-I/e' 4AAelE EMEf rtYtE.m aaxG. cwI wxn TITLE: DIG WORLD 40' HC - WOMEN'S RR DRAWN BY:I JCJ I APPROVED BY: REV DATE 2 9/12/2025 FLOOR PLAN 2549 A2.00 PROZOT ND SHEET EQUIPMENT SCHEDULE IWm a, NON-PDA, 56. LUUC w WB.. CORNER LEFT J I' -E, 2 STALL, LEFT HAND OUTS.NG DOOR. 26' WIDIH. DOW GRAY MID, STANDARD STALL ACCE ES 4 2 UBNAL SCREEN. WALL AIC NTED, Ie' DEPRI. 004E WAY DID ARO COMMERO L BA1HR001 PARR AMBULATORY STALL, SINGLE CORNER "I, NI 5 I 60. BUN, M' WON. LEFT HARD OUTSWNG DOOR, ]I' KIM MINIMUM ]Y OPENING AT 91 OPENING — GRAY MIO. DUgqLL��yB[[00 a '�D�R $$ �— NOALA RARE MB2OS ,VAC -WAIL MOVNWOP r 6 I CHANGING HANd IN OPENSTACOPOStBdl�4' GUTH CLOSED. DEPM FAML J I 19 19 [n [D ,ROOM ` A -DA - S�j# J� i .. PEeiRllbl ` AR—T OMmBe MATA PUTE Arn DECAL LaC - _____ O I�Illlllllllll'IQ'f IIIIII"I 1. GN HIGH C i. MA UCH CVBE SHIPPING CONTAINER. I50 1496-1 CERDFlED, 6MEUCiURA1 MATERIALS PER ICU -ES AC462 AND ESR-16di 2. FAC S0. (C RGO)DOORS SPAG£. INSULATED 3. FACTORY (CARGO) DOORS 9ALL BE SEALED AND NON- FLNCMINAL SEE BOOR PLAN FOR OPEREDUM ENTRY DOORS 1 4 FDRI IR PNN. SOKWLE6 WTFI E.O.I ) IEOUIRED. S HTFU Tt PAINT: RAL S FO (-A— WHITE) 6. RLUM TD SHEET TIC' Fqi 1 PROAL sl}BY YTS. 7. PLUMBING CONNECFOxS TO BE ON LOCH BY B1E CONTRACTOR. EUT SE£ SHEET PIDOSERV rOR CCNNEC110N LSTE IDS e BEL SHICAI SEflNCE CGMECDON RY 4rE Cdi1RAClDR PER NEC. SEE SHEET EI W FOR BOAR y O NERS. M R. FOUNDATION RFA ANCNORADI RY OTHERS. NODULE SHALL BE INSTALLED M IF4£L YJRFALE WDi AOEWAtE BNPdii PER siRLICillRAL NOTE 3 CRY OF OMPENME RELE0.9E DOESNOTAUTHORIDEANYN'URRINCONFUCT WTH THE BUILDING CODE OR ZONING ORDINANCE CITYAPPROYEO PLAMe TO BE M OM TMEJOB SLIEST uL nMEs. 1111BT2025 BY: ARNOLDO MMREZ THBPE:.- DUIIpNG INS PEC— DIVISION' FELFASE DOES NOT APPLY TO CONSTRIKTION IN EASEMENrB OR PUBLIC RIGHT OF 4NAY ALL CI4A NOES MIST BE APPROVED. EqulpmeM Management Services, LLC MOnt- PkFer 6910 6 Lake I, TXn 7049 Houston, Tx 77049 Phone: ]13-6]5-4442 www . equlpme0tmanOgemen leervices.com PROJECT ADDRESS: 2200 W GRAPEVINE MILLS CUR., GRAPEVINE. TX 76051 r A � t\ttll FT 4 AE I 14 WILLIAMA LEES rj rrt'�' r/CERCEN rr 90 10/16/25 FACTORY DO)R SEALED Blur r.11NSTRurnDN sPFnFlrannNs TRANINE. B N MBAARO. WOOD P HAIL oOUB I-f WOENR MILL RA xIRaR 6-Y N91LA1xRl INRH: iLl2�RrIGm « @ PN`seL TRAMIw ' ,, RO. W)B TNAMm OBM RE . _ HDCNi Ix Nx:Gwrt � IS COTnxIAUS I= COL 4 IxSuunox FN� aYNwD « TRP PAxa GBC1 FpSnM I-I/e' 4AAME EMOf rtY10.m aaxC. ua wxn William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 infc@uei-DL.com Texas Eng. Finn F-21382 TITLE: DIG WORLD 40' HC - WOMEN'S RR DRAWN BY:I JCJ I APPROVED BY: REV DATE 3 10/17/2025 FLOOR PLAN 2549 A2.00 PROJECT NO SHEET 14M.- INNUR- .1—BR.— SECTION A —A: BOTTOM RAIL REINFORCEMENT DETAIL I I l l O t m c -� THIS PAGE RELEASED FOR CpISTRDLTION * uc oAownvice cT n1121211 BY: ARNOLDOMMREZ-1. We9B BIALDINO, INSPECTION DIVISION', REEEABE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PWUC RIGI-T OF WAY e AL L CIA NGES MIST BE APPROVED. 31 xss ,n.A- asaG GN G r.w,K G ; .IM,B axu owFP°Rs`xi ,•• � . g�P.�EUF TFx4RP TX � YURIANTO VURIANTO / oW ................:... t 116188 :..� I q \Rux aRcs vu �ImxFGxa wATE _-. -_ 6IONAL .r *o le vast GGGR aaNe O vasT omR +Ne Ir ITx FIRM 5 . R: F-158921 9MM By YMf at 11:55�50 PM, 92111015 �UCTNRg 1 RAM N N 1. 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DESIGN LOADS: ROOF LIVE: 20 PSF ROOF SNOW LOAD: 5 PSF FLOOR LIVE: 100 PSF WIND LOAD: VULT =106 MPH VASD = 82 MPH WIND EXPOSURE: C SEISMIC DESIGN REQUIREMENTS: SEISMIC DESIGN CATEGORY: 8 Ss: 0,104 Si: 0.054 TITLE: DIG WORLD 40' HC - WOMEN'S RR DRAWN BY:I JCJ I APPROVED BY: Rry DATE 9/22/2025 STRUCTURAL FRAMING PLAN aslM z [>al TN I,�I _ 2549 A3.00 x(1� PROEOT NO. SHEET asa wsoo I w [s,sl ex [,m]IF n1 nEM COUNT MATERIAL Wo1H HEIGHT TRICK FlNISH RAZED MANUFACIUR OESCRIPTON R.O. G. ID HARUWARE SC66 OPAWE SMCLE OUTS PG. se WAIHEPOSIRIPBNG ADA 1H OP.FSGIIaD� N'X...EPCWNFE I STEfl Z'-10 ]JA• 5-G t/S" T-, 3/4" PC NO DT MWUIM (N� .—M ,GR FS W.U. 3fi" a �" - - R fDICEO FT ¢4OYP. W+CTIWW .V P LWVER FOR MNt 1 AR (-IS xOROj -SEE Bi MOWLAP W501 TAxGAPp SPE6 — CPAWE MNGIE WRNm MATHOR MA.NO. ADA TNId51iOD; (2) ENTWOoPEPSglNLL I Si Ell 2'-10 3/f E-e'N 0'-' ve PC NO BT MOW AR I-) WTR R. xl 8'WGO. OR 36" N 80' _ _ flEWONCFO EM CLOSER COS11Y LW1fR LOWER FOR YAxEW uR (WENE NGIEDI - SEE BT NOWLAR a— ITANGAND SPECS (2) IN— DOOR I Wxp 3'4 3/1" P-fi 5/P" d-1' OW LORE wTWO,R DOOP PART Np TBp xO WIX I' uNOLRNi FOR MECHANICAL WNIDAMMI Ix" # e0" HA - Wxi L' OAcPLIASEaOVNO NA-1 pA AOA `.f HIDLE (PRIVACI LAT R), PAINT (PANT, .' .EAR .ENNG MIN. INTERIOR FINISH SCHEDULE DESCRIPTION MODEL COMMENTS I SIZE RS YlON MA— CHIN VINYL FLOORING NERIFY Ea�AY S.E S AND GEIUNG IROOM WALLS: )" PLYWOOD + 5/8' THICK. MIT REINFORCED POLYMER) PANEL NUDD FRP LP-S9 (15I) RUBBER WAIL BASE iARKETT MANOALAY OR �,�,., MATCH COtOIt 0'-4 1/; FURNISHINGS TOLLET PARTnI0N6 FAST PAR'RTONS _ LAMINATE, DOVE CRAY I PER STALL LAYOUT .HMO GRAB BARS FAST PARTmONS ADA, STAINLESS STEEL PER CODE BDB PREMAMCO WOMENS STALL PACKAGE FAST PARTITIONS G7ROLL + SC - DISPIUMENSERSRICK BASIN PACKAGE FAST PARTIONS I PAPER TOWEL OISP, PER LAYOUT SODIP, MIRROR TXT FRI, PANELS: CLASS A FLAME SPREAD MATERIAL V THICK, R-VALUE < I SMOKE DEVELOPMENT < ASO FLAME SPREAD INDEX,OGG LOW7ffADC0 FOAM INSULATOR C II VAPOR PERMEANCE I• THPCK, R-VALUE = 6.5 NOMINAL R-VALUE = fi)NOI SMOKE UEVELOPMENT < 450 FLAME SPREAD INDEX < 25 NO BURN PLUS IRS INTUMESCENT COATING THERMAL AND IGN17M BARRIER NATURAL THERM 2.0 COMPATIBLE, ER-336 MINIMUM APPLICATION THICKNESS' WET FlLN = 14 MILE DRY RUM = 9 MILS VIP jt11s PAGE RELEAneo FOIE eDNemucnoN RELEASE DOES NOT NfTHORIZEANY VgRKIN CONFLICT VYTH THESUIIDING CDDE OR ZONING OROINANCE BY: ARNOLDD RAMINQ TSBPE: I41119e 8UILOING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRLILTON IN EASEMENTS OR FLIBLIC RIGHT OF — ALL CHANGES MUST BE APPROVED a N 1U11 , IaMx IA - P.M F ooG. RP Y ,C� WNL GNrc-AY iaAN NWM "� x• nlla Mw. Ru. mxnxuous smnv FaMn ursuAwx. LIP G 1• arAooG +RIP PLYMXB I.Ix9" iWDt ,, OECxxG RmN AW wx :� q �"IRULi SECTION D-D b (REFER TO A2.00) x•X,• ADoo aGW »�Dp I �uWlx f ro .R. FLOOR A— - -_ -- —' SPR.Ar-f�OAYN9AAnoN sECTioN c-e Equlpmem INlanagement Services, LLC 6910 E Lake HON X TPkw9 ou Hston, 77049 Phone: 713-675-4442 www, equlpmentmanOgemen leerNcee.com ` FT ETRF 11 i •WILLIAM. LEE 8063E /,I I/cENSEO �W fill l\'NA �aG 10/16/25 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.com Texas Eng. Finn F-21382 TITLE: DIG WORLD 40' HC - WOMEN'S RR DRAWN BY:I JCJ I APPROVED BY: Rv DATE 9/16/2025 INTERIOR INFORMATION & WALL SECTION 2549 A4.00 PROLECT NO SHEET ITEM COUNT MATERIAL WIDTH HEIGHT TRICK FINISH RAZED MANUFACTURER,DESCRIPTION R.O. DWG ID HARDWARE 30i6 OPAWE GNOLE OUTS WAIHEPOSIRIPRNG ADA iHP.EWdD� N EM....SMNFL I STEfl 7-10 ]Jf 8'-W t/a" R-, 3/4" PC NO Si MWUIM (N� OOWISEWFS W.E.36" a �" - - P FT f "M ¢40YP. W+SFI" VER LWVDt FOR MNt 1 AR (WER xOROj -SEE Bi MOW VR WSIXH TAN.. ENE. lWN OPAWF aNGI£ BRSWM RATHER STRIPNNO, ADA TNIESIIBD; (2) ENTWOoPERSONNO I — 2'-10 3/f E-e'N 0'-' 3/4• PC NO BT N-- (RHO WTH R. x, Ill'WDO. OR 36" N 80' _ _ flEWONCfO EM CLOSER COSTIY LW1fR LWNER FM YARLP AIR (WER NorED1 - SEE BT NOWLAR a— STARRAND SPECS (2) IN —ODOR I Wxp 3'4 3/1" R-fi 5/R" d-1' OH cQR wTWaR DOOR PART Np TBp xO WIX I' uNOERWi FOq MECHANICAL WNIRADOX IR" # e0" HA - NA-1 OApA cWPLIAxi SEL' aOVNG NPAI AOA Iflfq HIDLE (PRIVACv LATCH), PAINT CgAM, .' .EAR .ENMC MIN. INTERIOR FINISH SCHEDULE DESCRIPTION MODEL COMMENTS I SIZE IRS YlON RESISTANT, CHIN MAIL FLO AMNG N1:RIFY YERFY S AND COUNG IROOM WALLS: )" PLYWOOD + 5/8' THICK. MIT REINFORCED POLYMER) PANEL NUDD FRP LP-S9 (15I) RUBBER WAIL BASE iARKETT MANOALAY OR �,�,., MATCN COLON 0`-4 1/; FURNISHINGS TOIlL7 PARTRON6 FAST PARTITIONS _ LAMINATOm GRAY I PER STALL LAYOUT 3010E, GRAB BARS FAST PARTOIONS ADA, STAINLESS STEEL PER CODE EM PRAMCO WOMENS STALL PACKAGE FAST PARTITIONS G7ROLL + SC - DISPIUMENBSERSOBRICK BASIN PACKAGE FAST PARTTONS I PAPER TOWEL OISP, PER LAYOUT SODIP, MIRROR TIT FRP PANELS CLASS A FLAME SPREAD MATERIAL V TRACK, R-VALUE < I STROKE DEVELOPMENT < ASO FLAME SPREAD INDEX<100 LO7ffADNDed,a Y FOAM INSULATOR C II VAPOR PERMEANCE T• THIN, R-VALUE = 6.5 NOMINAL R-VALUE = fi/INCH SMOKE UEVFLOPMENT < 450 FLAME SPREAD INDEX < 25 NO BURN PLUS THE INTUMESCENT COATING THERMAL AND IGNITOR BARRIER NATURAL THERM 2.0 COMPATIBLE, ER-336 MINIMUM APPLICATION THICKNESS' WET RLM = T4 MILE DRY FILM = 9 MILS CH� E A CRY SUOI FORCCI He PAGE RELEASED fORCONBTRUCnON WTH THE BUILDING CODE OR ZONING ORDINANCE AL4 ➢dd13 1119l2026 BY: ARXOLDGRAMRE2 TSWE: 13ew BUILDING IN PECTIONDIVIs""' RELEASE DOES NOT APPLY TO C—UCrI ON IN EASEMEN s, On PUBUc RIGHT OF WAY ALL CHANGES MUST BE APPROVED. aHLxc GMrc PAxB SP 0 FOAM NsuLA °f W"--\ I aluxc F BNWnm . Dm 1 c� WNL GNrc -AY FOAM NmM 7E. mo WU cuxnxOW3 sSRAv FOMn WaAAwx. LI 1.1 1• NDx + R PLYWAp I.la9" imfat H, OECxxG RmN GWrc C x NPO R PILi SECTION D-D b (REFER TO A2.00) 2•X,• ADOD aRW �R.Ar-f�OAY r-L-R SECTION c-e E'."Dr.rn Management Services, LLC iX Fer 6910E Lake HMont- ON TX PkPkw9 ou Hston, n4 Phone: ]13-6]5-4442 www, equlpmentmanagemen leerNces.com FT rte 4 .. a sa lAA W ILLIAM A. LEE S � 8➢838 � � 'Alt, OCENSE� y.,r /r1jIt,, Ate, 10/16/25 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 info@ue1-Ix.com Texas Eng. Finn F-21382 TITLE: DIG WORLD 40' HC - WOMEN'S RR DRAWN BY:I JCJ I APPROVED BY: Rv DATE 9/16/2025 INTERIOR INFORMATION & WALL SECTION 2549 A4.00 PROJECT NO SKEET � Mm6FnL IwPwI w�A mAW� E'crmlrel Peucl aIRFa MAIN ELECTRICAL NEMA ENCLOSURE: 3R 150 AMP MCB 208 VOLT P-P 120V P-N PANEL A 1 PHASE. 4 WIRE tCkAIC u ems. 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ME LO 11 EDY — GONECT TO 1' 1 DUIE b PVC CONDUIT (u1RA1E0 PER EC CIiA J5310) OR —ATIEF mGIO/IUG. INSTALLED Pm Ec soso Exwxxc rNwEN camucrG+ ruL (xEc NA-LN0)GfStWNOINGb4PTF6 PBE OSEO w ETAEEN Pr<AND uuwN.w BExI ulB-1 AND LOG- cGE AEExDNExrs bxpu 12 WAILE SWOTcl6 IN IE RESTROOM SNALL COMPLY WTR 2 PAGE RELEASED FOR CONSTRUCTION 2 51ECC UO+AxC CON— 1EWIENENT1(0405.2). vuiari6ABS D-11S OS 81- ca'NiRTas RG CAPAmc OF EWONG LGNANG POWER BY AT VAST RELEA.E DOES NOT AUTHORIZE ANY INORK IN CONDUCT r LHE eUIUIING CODE OREONWG OPDINAVCE C��P��EO P��TO���E�Otl TNEJOB B��T Sot IN THE MAIN COWARDAENT (» SO FT TDIIkNO AUfDI Gd P6 AIA 4�F£9E CONPATVENVNX11%=5 B4 1S. AU DC OR E(EPTACLES SHALL E GFO PROECrtD BY: ARNOLOO —REZ TSBPE: 13496 PEA NEC 2— BUILDING INSPECTION DIVISION'. RELEASE DOES NOTAPPLY TO IJNSTRL.CTON IN E:ASEME-S OR PLBLIC RIGHT OF MIRY ALL CFMNGES NLIST BE APPROVEO. E1.11-111 Management Services, LLC Monu/OcX Pkwy T 6910 5 Lake Pkw, HON Houston, ]]049 Phone: 713-675-4442 www.equlpmentmanagemen leerNces.com ` F T Ltl I rf w _ =i i � WILLIAM A LEE 60638 ffcENSF-O �W ItN1 1,'NA `av 10/16/25 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.com Texas Eng. Finn F-21382 TITLE: DIG WORLD 40' HC - WOMEN'S RR DRAWN BYIJCJIAPPROVED BY: REV DATE 1 10/6/2025 ELECTRICAL PLAN 2549 E1.00 PROJECT NO. SHEET ELECTRICAL 150 AMP MCB 208 VOLT P—P 120V P—N PANEL A NEMA ENCLOSURE: 1 1 PHASE 4 WIRE 1OkAIC CONNECTED LOAD BRANCH CKT. BRANCH CKT. CKT. NO. AMP RATING CONNECTED AMPS (VA) DESCRIPTION FACTOR WIRE SIZE LOAD TOTAL LOAD 1/3 20—DP 16.00 3328.00 HVAC MINI —SPLIT 1.25 #12 AWG 4160.00 4160.00 HEAT PUMP 2/4 60—DP 49.00 10100.00 EWH L00 #6 AWG 10100.00 10100.00 5 20—SP 4.50 540.00 RECEPTS 1.00 #12 AWG 540.1 540 6 20—SP 1.77 170.00 LIGHTS 1.25 #12 AWG 212.50 7 20—SP 1.54 184.40 EXHAUST FANS I 1.25 I #12 AWG I 230.50 230.50 8 20—SP 1.50 180.00 AHUS I 1.00 I #72 AWG I 180.00 ISO 9 SPARE 10 SPARE 11 SPARE 12 SPARE ACTUAL LIGHTING LOAD: 212.50 NEC CALCULATED LOAD IF GREATER THAN ACTUAL LOAD: 1400.00 *NEC CALCULATED LOAD EXCEEDS ACTUAL LOAD' RECEPTS FIRST 10,000 ® 1007 AND REMAINING ® 50! 0 TOTAL WATTS: 16610.50 AMPS: 80 CRYOP aRAPENXE REL6 9F DOES NOT N THORJZFMY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING OROINANOE cm,vaeoveD Puxero ae xeProx rxe.Toe arteAr NLTIEs. 11119402E BH. ARNOLDO IUMIREZ TSBPE: I3BBB BUILDING INSPECTION O VISION'. RELEASE DOES NOT APPLY TOOONSTiRUC11ON IN EASEMENTS OR PIALIC RGHr OF YNY ALL CHA HGES MUST BE APPROVED. EqulpmeM Management Services, LLC Vo toctuTer 6910 S Lake Houston Pkwy Houston, TX 77049 Phone: ]13-6]5-4442 www.egOlpTTNT nO9emenleerNcee.com FT rt,t rf i VVILLIAM A LEE 80fi38 ,fff f/cENSF'O �W r ItH1' "IYA``av 18/16/25 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.com Texas Eng. Finn F-21382 TITLE: DIG WORLD 40' HC - WOMEN'S RR DRAWN BY:I JCJ I APPROVED BY: REV DATE 3 10/6/2025 ELECTRICAL LOAD SCHEDULE 2549 E2.00 PROJECT NO. SHEET _s INTERIOR SIDE EXTERIOR SIDE SIDE WALL FINISH FLOOR - 1/4" OFFSET FROM EDGE i,/If/` 3/16"N2" @ S" O.C. , E70XX �" ii'� is�16° /E70XX C—SECTION BOTTOM SIDE RAIL ¢ ii m1n. 3/16"�/2" @ 8" O.0 5/16"(MIN) X 5-3/4"(FOR C—SECTION) A572 CR.50 KSI PLATE. SEE PLAN FOR LOCATION & LENGTH INFO. 1/4" OFFSET FROM EDGE Al &SECTION BOTTOM SIDE RAIL w 5/16" REINFORCE PLATE DETAIL _s INTERIOR SIDE EXTERIOR SIDE SIDE WALL FINISH FLOOR . -1/4" OFFSET FROM EDGE 3/16"[\2" @8" O.C. / \E70XX Z—SECTION BOTTOM SIDE RAIL m!n, /E70XX 5/16"(MIN) X 6"(FOR Z—SECTION) m A572 GR.50 KSI PLATE. SEE PLAN FOR LOCATION & LENGTH INFO 1/4" OFFSET FROM EDGE C Z-SECTION BOTTOM SIDE RAIL w 5/16" REINFOJJKK Ajj 2 TAI"L INTERIOR SIDE TOP SIDE RAID CENTER LINE OF TOP SIDE RAIL, POST R HEADER — SIDE WALL PANEL OPENING HEADER/SILL (IF APPLICABLE) SEE ELEVATION FOR SIZE COLUMN POST SEE ELEVATION FOR SIZE EXTERIOR SIDE 3/16" POST TO TOP RAIL /PANEL TO BEAM 1/8" V2" ® 4" O.C. STAGGERED 3/16 HEADER TO POST FINISH FLOOR POST TO RAIL � 3/i6" THIS PAGE RELEASED FOR CONSTRUCTION C—SECTION BOTTOM SIDE RAIL n u REINFORCE PLATE IF APPLICABLE _____- __-_ \ Cm APPRDYED—NTNEJOB sere AT (NOT SHOWN) A11-025 BY: ARNOLD O RAMIREZ TSBPE: 1-8898 POST & HEADER FRAMING DETAIL BUILDING INSPECTION -SION Cl RELEASE DOES NOT APPLY TO CONSTRUCTION IN WITH C—SECTION BOTTOM SIDE RAII EASEMENTSORPUBLICRIGHT OE — ALL CHANGES MUSTBEAPPROVED. Z—SECTION BOTTOM SI REINFORCE IF APPLICAE 'NOT CHOM POST & HEADER FRAMING DETAIL WITH Z—SECTION BOTTOM SIDE R7— TO RAIL CONTAINER I (E70XX 5/i6" 6' 0 �v Z- TOP OF FOUNDATION OR SLAB ON GRADE �i�il�i0000000iauooa000io oa SEE EMBED PLATE ANCHOR DETAIL I CORNER FITTING TO EMBED PLATE WELD DETAIL THIS PAGE RELEASED FOR CONSTRUCTION ALL FMES 11I1L.- BY: ARNOLDO RAM1- TSBPE: 1-8 BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY_ ALL CHANGES MUST BE APPROVED. NVAC SPECIFICATIONS T COW N R CdO N R OfNffP A U AN p d[ O dE w x N x xD N� " ^` " ao x 5 NW BN P NAW UNIT TWNAW NANUFACNRR MWEL DESlOPTW SLER2/EW POWIX WDM LHNT pEPM IMOM HDtNE OEPM CAPACITY (BN. (OM) (ArnPRI Y PACNAW CAP, (lbnl ON9iING T-1t• Y-x I s14�u]c d uM I x ,YIN-,,,Y w IE I ,MMa,dd)� ulna ]�smN I I AM] E I _ Y-v ] i C-II. B AW d Ew. I.00-ww-w nl w BNdWuWNWIx 0.W0 Nx Nt I - eO Nz I 5 I - wen las I xa kU]g5p I. 3' V-n V-s IR W w I aW-O W_ Mn I K, e w N°wun�mvuEn .— �_ rPvw I S TABLE 40J.3.1.1 MINIMUM VENTLAPO RATES UL bAHLY U REO WPAR =ANT OM/MASW PRWOHN REO. R A PROPO6E0 AEA KO. EXHAUST PROPOSED OHAUSTI lY OEH91v CN/PERWx ARnOW RAEAIRFLOW RAZE NRFLOW MlE A98LOW RAtE ROODS-PURLIC _ _ _ _ _ _ �NroTu - - TOYy F 6D�1—IS' nl MN ,v CONWVWxRC.CtA]dPAd AETtD SUPPLEMENTARY NOTES. 1. EACH SYSTEM SHALL MEET THE MINIMUM EFFICIENCY REQUIREMENTS PER THE CURRENT ENERGY CONSERVATION CODE. 2. EACH AIR DEVICE OR THE BRANCH DUCT TO THAT AIR DEVICE SHALL BE EQUIPPED WITH A MANUAL DAMPER TO FACILITATE AIR BALANCING. 3. CONDENSATE SHALL BE DISCHARGED TO AN APPROVED PLUMBING FIXTURE OR DISPOSAL AREA. 4, THERMAL INSULATION FOR BOTH REFRIGERANT PIPING AND DUCTWORK SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ENERGY CONSERVATION CODE. 5. EXHAUST FANS SHALL INCLUDE INTEGRAL BACKDRAFT DAMPERS. TO PREVENT REVERSE AIRFLDW WHEN NOT IN USE. 6. EXHAUST FANS CREATE NEGATIVE PRESSURE (380 CFM PER RESTROOM). MAKEUP AIR PROVIDED VA DOOR LOUVERS SIZED FOR MINIMUM 137 SO. IN. FREE AREA PER SIDE BASED ON 400 FPM DESIGN VELOCITY. SEE DOOR SCHEDULE FOR LOUVER SPECIFICATIONS. Ell THIS PACE RELEASED FOR CONSTRICTION BY: ARNMDO MMIREZ TSBPE:13B9B BUILDING I NSPECF0N ONISION. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASE. EMS M PUBIJC RIGHT IVMAY ALL CHANGES MUST BE APPROVED. V ROUtE + WCT iD SroEWAu T: + Wtt to sbEwq A \t2'nY Ccd LWYFA Poi. MAI¢UP AIR ]¢ CCd 6d� OUTSIDE AIR V@TiLATION CALCUJ710N co, D no1w SPACE - J20 S.F. TOILET/UTILITY EXWNSr FANS El 160 OM EF-2 2n OF. rorAL mum MARE UP Ae — VEAFLAMN t2"x 12" LWYTA (FAMMT RR DOOR) 79 CDA IB"zt6 WUWU (— NN OOd) IM CFM TOTAL PROAIWD MANE UP AR 2D7 CFTA DUCT SIZES ON THE PLAN ARE INSIDE OIMENSIONS(LD.). A— N• CSCT 10 SCI — N.,'TIC 4CEw uxDmarr r AT REstxaaM IxrEmDR rod\ \I811C DOd LWVEx Fd MANEW Ax- SEE Cmx SdEWU: E1.11-1R 191a118gemellt Swvlces, LLC TX 6910 S Lake HPMauMont- Pkw, TX Hston, 71— 704 Phone: 713- 75-4442 www.equlpmewfmanOgemen leerNces.c— .cOm ` FT y21 11 w Y / i WILLTAM A LEE � 00fi38 //CERSV'O �W V 1 ilj 11 "Nn�,aG 18/16/25 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.com Texas Eng. Finn F-21382 TITLE: DIG WORLD 40' HC - WOMEN'S RR DRAWN BY:I JCJ I APPROVED BY: REV DATE 1 10/5/2025 MECHANICAL PLAN 2549 M1.00 PROJECT NO. SHEET "' DETA L6 F•T RF C'.ECJ'--- TTT N i AVA DI�t/2- GENERA NO ES �pESCF,F ! — 2 3- WAEiE DDXN 0£NNi UPFfRON i0.¢Y ,nx rcxT J' WASTE W1111 FROM RIXiR DRA X m [[r .t1 "cou a[u xsruun io mN ypq 1 I MEW [lu— a o�ry I C-Y C-Y �n C m Fr ATF o .xD an RFrDUR e— uE aa`i A A o —eowE RIDA—o1 oeEAs`roa I�DADeo Axo lws Xc-a I .>uo=vml" ewe. .noel mxo-.ue, a-e 1i x/. _ rw`OAnal PI .1 oo IND Equipment Management SerVIcBB, LLC ""t"turer 6910 S Lake Houston Pkw, ETM-t xv: oWUIIxG z `XffN i` ANRE%F"O O C-e l/Y X-R 17r - _ H—t— 1X 7)049 Phone: 713-675-4442 Wat r�e�N-W�T� I www.equlpmentmanagemenleerNces.com HW W 3/4" �. 3/4 3/4"�\�3�4 3/4" i/ W � 6d �0.D WA'IEP INLET 1" EWH-1 va'---------------------- PLUMBING LAYOUT- WATER SUPPLY PLAN 1 2 1 1 1 1 2 2 WT'-1 LV-1 WC-2 WC-2 WC-2 WC-2 LV-I LV-1 IL p. PLUMBING LAYOUT- SANITARY PLAN cn ne IF � F TLtt'I j rr �• ...i r w �yyILLIAMALEE CRY OF GRAPEVRE }H&PA CIE RELEABEO FOR CONSIRU4TION RELEASE GDESNDTAUTRGarzEANYv, 14-1-1-OT -H THE BUILDING CODE OR ZONING ORDINANCE �„ ~00638 /rr 90.t��/CERS �4..^ rj �_-". CIIYAPPROVEO PLAX ALL nNIES. OX THE JOB BRE AT aL--"�5 f` Ijiss`oxA: ��`'lonsrzs BY: ARNOLDO1-1 TBePB:WBM EUILD NOINSPECTION DIVISION William A. Lee, P.E. RELEASE DOES NOT AMY TO CONSTRUCTION IN Professional Engineer EASEMENTS OR PUBLIC RIGHT OF MY Ph: 214.632.7766 Info@uol-Ix.cOm ALL CHANGES MUST BE APPROVED. Texas Eng. Finn F-21382 TITLE: DIG WORLD 40' HC - WOMEN'S RR DRAWN BY:I JCJ I APPROVED BY: REV DATE 3 10/9/2025 PLUMBING PLAN 2549 P1.00 PROJECT NO SHEET WATFR PIPING NOTFS: I. INTERIOR WATER PIPING SHALL BE PEX-A 2. INSULATE ALL WATER PIPING WITH RIGID FIBERGLASS OR FLExIBLE FOAM INSULATION IN ACCORDANCE NTH IECC TABLE C403.11.3. ALL HOT WATER PIPING UNDER 140 T SHALL BE INSULATED AT A MINIMUM THICKNESS OF 1". ALL PIPING SHALL BE SURROUNDED BY BUILDING INSUTATON- NEW ATER NTRANCE TOM NEucr CITY— �VJIiN iHEB111LCING CODE OF LOMNG ORDINANCE e PLMISTO BE.EPr ON TNE—SITEAT AI L nMEa tlnsM.2s 11 ARNOLOORAMIREETBBPSI. 8 BUILDING INMPECnON DMSION RE SE DOES NOT APPLY TO CONSTRUC70N IN EASEMENTS OR PUBLIC RIGHT CF —Y ff E1.11-111.113gelnent Services, LED: 6910 5 Lake HOIISIPkwy Houston. X]]049 Phone: 713-675-4442 www.equlpmenfmanagemen leerNces.com F T TI Ir/ i �� WILLIAM A LEE � 00fi38 I,/fr9o� X/CENSF-OGW V III ST\�IYA 1D/16/26 William A. Lee, P.E. Professional Engineer Ph: 214.632.7766 Info@uei-tx.com Texas Eng. Finn F-21362 TITLE DIG WORLD 40' HC - WOMEN'S RR DRAWN BY:I JCJ I APPROVED BY:I REV DATE 2 9/19/2025 WATER SUPPLY RISER 2549 P2.00 PRO,ECT NO. SHEET SANITear -1--P -I -- 1. SLOPE OF SANITARY PIPING SHALL BE #" PER FOOT MINIMUM FOR 2" PIPE AND r PER FOOT FOR 3" PIPE. 2. INSTALL LONG SWEEP 90 FITTING OR LONG WYE FITTING AT 3" VTR ALL HORIZONTAL TO HORIZONTAL CHANGES IN DIRECTION,AS — 3. EACH PP UM G FIXTURES SHALL BE SEPARATELY TRAPPED WITH A DEEP SEAL TRAP, AS APPLICABLE f �i 4. SANITARY AND VENT PIPING SHALL BE SCHEDULE 40 PVC / UNLESS PROHIBITED BY LOCAL CODES V/ /I Equipment Nlallagemellt Services, LLC I Monu/octurer / I 6910 5 Lake HOII X T4 ne: Houston, ]709 4442 Pho]13-675-4442 w.equlpmentmanagemenleerNces.com / I I 2 f// I 2" I 2- r I I 3"VTR i fl I I 3° ,.� ltt .(/ I 4-1 k i I 3" s NALLIAM A LEE '"° ,'tft9� <063 CEN F'gGW 2'--� Z" 3•tI11Fs'rtONA 111TnL E��... n..•• 1Dnsrzs 0 William A. Lee, P.E. 2° 3,, w1 Professional Engineer /I I Ph: 214.632.7766 � I lv, Info@uei-tx.com 7 O Texas Eng. Finn F-21362 3" TITLE DIG WORLD I 3" 3 40' HC - WOMEN'S RR 2 3" 0 DRAWN BY: JCJ APPROVED BY: 2° 43' 0 REV DATE 9/19/2025 �v 2" 3 I� "'RPARE DIN OF POA COH9TRUcnoN RFIEASEDDE9NDTAlITH0R1EEeNYWORKINCONFLIti SANITARY wrHrHEBUILDINGCODE ORZONING ORDINaNDE. PLUMBING 3" TO".E6 AT RISER 3" iinerzoxs 3 BY:ARNINQ INS ECTrOTSBPE: 13BB8 3" I�W RELFA6EUDCE5NOTAPPLYT000IIISSTRUCTIONIN 2549 P3.00 PROJECT NO. SHEET EASBAENfS OR PUELIC RIGHT OF N14V ALL CHANGES MUST Be APPROVED.