S PORTIONS OF THIS DRAWING MAY NOT BE TO SCALE. THEREFORE, THIS DRAWING SHALL NOT BE SCALED. COPYRIGHT 2017 DATUM ENGINEERS, INC.

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1 06 Moody/Nolan Inc. 4/6/07 9:0:5 M :\Users\kelly.DTUM\Documents\Revit 06 ocal\ EP orpus hristi - Struct_kthibodeaux.rvt TYPI STRUTUR REVITIONS OVE FINIS FOOR DDITION DJENT GGREGTE TERNTE NOR OT ND NGE PPROVED PPROXIMTE RITET RITETUR R'. FINIS SURFE T IR ONDITIONER IR NDING UNIT K FE K TO K SEMENT EM ERING EOW FINIS FOOR ETWEEN EVE (ED) OK OKING OK-OUT OTTOM RKET RIK EDGE EEVTION RIDGING UIDING UIDING INE NTIEVER ST IRON ST-IN-PE EIING ENTER INE ENTER OF GRVITY ENTER TO ENTER NNE ER OR ERNE OUMN OMPRESSION ONRETE ONRETE MSONRY UNIT ONNETION (S) ONTINUOUS ONTRTOR ONTRO JOINT ONSTRUTION ONSTRUTION JOINT ORNER OVER PTE D DETI DED OD DEFORMED R NOR DIGON DIMETER DIMENSION(S) DOVETI DOWNSPOUT DRWING(S) DOUE DOWE(S) E E E FE E WY EDGE NGE OFFSET EETRI EEVTION EEVTOR ENGINEER ENTRNE EQU EQUIPMENT EXPNSION EXPNSION JOINT EXISTING EXTERIOR EXTR STRONG F FE TO FE FRITOR FR SIDE FIED VERIFY FINIS(ED) FINISED FOOR FIREP(ING) FNGE FOOR FOOR DRIN FOUNDTION G GGE OR GUGE GVNIZED GVNIZED IRON GVNIZED STEE GENER ONTRTOR GOVERNMENT GRDE GRDE EM EDED STUDS EIGT IG POINT OOW STRUTUR SPE ORIZONT OOK I INFORMTION INSIDE DIMETER INSIDE FE INTERIOR INTERMEDITE J JOINT(S) JOIST(S) FF DDN' DJ. GGR. T... & PPD. PPROX. R. / U.F.. TO. SMT. M. RG. FF TWN. EV ('D) K. KG..O. OT. RKT...E. RDG. DG... NT..I..I.P. G....G.. TO. R. O. OR OMP. ON. MU ONN(S). ONT. ONTR. T.J. ONST..J. OR. OV. P. DET. D D... DIG. DI. DIM(S). DVT. DS. DWG(S). D. DW(S). E. E.F. E.W. E..O. EE. E. EEV. ENGR. ENT. EQ. EQUIP. EXP. E.J. EXIST. EXT. X-STR. F. TO F. FR. F.S. (F.V.) FIN. FIN. F. FP. FG. F. F.D. FDN. G. GV. G.I. G.S. G.. GEN. ONTR. GOVT. GR. GR. M..S. T..P. SS ORIZ. K. INFO. I.D. I.F. INT. INTERM. JT(S). JST(S). K KIPS (000 S) KIP PER INER FOOT KIP PER SQURE FOOT IGTWEIGT ONRETE IVE OD ONGITUDIN ONG EG ORIZONT ONG EG VERTI OW POINT M MNUFTURE(R) MSONRY OPENING MTERI MXIMUM MENI MEZZNINE MIDDE IMUM MISENEOUS MOMENT MOMENT ONNETION(S) N NER FE NO NON-SRINK NOT IN ONTRT NOT TO SE NUMER O ON ENTER OPENING(S) OPPOSITE OPPOSITE ND OUTSIDE FE OUTSIDE DIMETER OUTSTNDING P PN PRE PRTITION PENETRTION PERPENDIUR PIEE PTE POINT POUNDS PER SQURE FOOT POUNDS PER SQURE IN PREST ONRETE PRE-ENGINEERED UIDING MNUFTURER PRE-ENGINEERED MET UIDING PREFRITED PREIRY PROJETION R RDIUS REINFORED ONRETE PIPE REINFORE(ING) (ED)(MENT) REDER REQUIRE RETENTION SYSTEM REQUIRED RISER DRIN OPENING ROOM ROUND S SEDUE(D) SETION SER SEET SIDEWK SIMIR SPE SPEIFITION(S) SPEIFIED SQURE FOOT (FEET) STNDRD STEE STIFFENER STRIGT STIRRUPS STRUTURE STRUTUR SYMMETRI SUONTRTOR SUPPORT(S) T TPERED EM TEMPERTURE TENSION TERRZZO TIK TONGUE & GROOVE TOP ND OTTOM TOP OF TOP OF EM TOP OF FOOTING TOP OF PIER TOP OF PIER P TOP OF RETINING W TOP OF STEE TOP OF STRUTUR ONRETE TOP OF W TRED TUE STEE TYPI U UNESS NOTED OTERWISE V VERTI W WTERSTOP WTERPING WEDED WIRE MES WIND RE WIND OD WINDOW WIT WORK POINT WOOD WROUGT IRON REVITIONS SOWN RE NOT NEESSRIY USED k KF KSF WT. ON. ONG. V.P. MFR. M.O. MT. MX. ME. MEZZ. MID.. MIS. M M.. OR N.F. NOM. N.S. N.I.. N.T.S. NO. OR # O.. OPNG(S). OPP. O.. O.F. O.D. OSTG. P PR. PRTN. PEN. PERP. P. P. PT. P.S.F. P.S.I. P/ PEM PEM PREF. PREIM. PROJ. R RP REINF. REM. OR R REQ. RET. SYS. REQ'D. RIS. RF. R.D. RF. OPNG. RM. RND. SED. SET. V ST. SW. SIM. SP. SPE(S) SPE'D. S.F. STD. ST. STIFF. STR. STIR. STRUT. STRUT'. SYM. SUONTR. SUPT(S). T.. TEMP. T TERR. TK. T & G T & T.O. T.O.. T.O.F. T.O.P. T.O.P.. T.R.W. T.O.S. T.O.S.. T.O.W. TR. TS U.N.O. VERT. WS. WPFG. W.W.M. W W.. WDW. W/ W.P. WD. W.I. TYPI SYMOS EGEND W- TRUSS.F.S. RTU # INDITES WIND RE - SEE WIND RE EEVTIONS. INDITES TRUSS - SEE TRUSS EEVTIONS. INDITES MOMENT ONNETION - SEE MOMENT ONNETION DETIS. INDITES STEE EM SPIE - SEE STRUTUR STEE SIMPE EM ONNETION DETIS S50 & S50. INDITES STRUTURE OVER VOID - SEE EXPNSIVE Y SOI DETIS S0. INDITES TT OUMN STRTS UPWRD FROM TIS EVE. INDITES TT OUMN STOPS T TIS EVE. STRUTUR SYMOS TE FOOWING SYMOS RE USED TO REPRESENT TE MTERIS SOWN ON TE STRUTUR DRWINGS. SEE SPEIFITIONS ND GENER NOTES FOR MTERI QUITIES REQUIRED. RITETUR FINISED SURFE ST-IN-PE ONRETE STRUTUR PREST ONRETE SND GRVE, OR OW P.I. FI ERT ROK RITETUR PREST ONRETE NON-SRINK GROUT SND EMENT GROUT STYROFOM EXISTING.M.U. STRUTUR STEE TOP MENI UNIT ON PN TYPI REVITIONS, SYMOS ND PN NOTES TYPI PN NOTES:. SEE RITETUR DRWINGS FOR TU SE EVE EEVTION RETED TO DTUM EEVTION = SOWN ON DRWINGS. 4. SS6X6X, P- P, 4/S0 STEE OUMN SIZE, SE PTE TYPE, SEE SEDUE TOP OF PIER DETI PIER TYPE, SEE PIER SEDUE ENTERINE OF PIERS NOT SPEIFIY OTED ON PN Y NOTE OR DIMENSION S E OTED ORDING TO TE FOOWING INFORMTION, U.N.O.:. FREESTNDING OUMNS: ENTERINE OF TE OUMN. GRDE EMS ND WS: ENTERINE OF TE GRDE EM OR W IN ONE DIRETION, GRID OR S NOTED IN TE OTER DIRETION. T ORNER ONDITIONS, ENTERINES OF INTERSETING GRDE EMS OR WS.. OUMNS EMEDDED IN GRDE EMS OR WS (PISTERS): ENTERINE OF TE OUMN 5. SEE R'. DWGS. FOR SIZES & OTIONS OF OPENINGS. 6. REPETITIVE MEMERS SU S PURINS S E EQUY SPED ETWEEN DIMENSIONED POINTS, U.N.O FOR TOP OF STRUTUR ONRETE (T.O.S..) EEVTION. - T.O.S. E. = OTTOM OF MET DEK EEVTION FOR TOP OF STEE (T.O.S.) EEVTION.. SEET INDEX: TE DETIS IN TE DRWINGS, INUDING TOSE DRWINGS REFERENED Y TIS INDEX, WI RE DESIGNTED S "S", PPY GENERY TO TE ONSTRUTION IN RES WERE TE ONDITIONS RE SIMIR TO TOSE DESRIED IN TE DETIS, REGRDESS OF WETER OR NOT TE DETIS RE SPEIFIY REFERENED IN TE DRWINGS. SEET IST ST. NO. SEET NME S0 REVITIONS, SYMOS & GENER NOTES S0 GENER NOTES S0 GENER NOTES S0 OVER FOUNDTION FRG PN S0 FOUNDTION FRG PN - RE S0 FOUNDTION FRG PN - RE S0 FOUNDTION FRG PN - RE S0 PRTI PNS S0 OVER PN S0 FRG PN - RE S0 FRG PN - RE S0 FRG PN - RE S04 SITE STRUTURES S0 EXPNSIVE Y SOI DETIS S0 EED PIERS S0 S-ON-GRDE S S04 TYPI FOUNDTION DETIS FOUNDTION DETIS S40 OD-ERING MSONRY S S40 PEM DETIS S50 SIMPE EM ONNETION DETIS S50 SIMPE EM ONNETION DETIS S50 OMPOSITE STEE EM DETIS S50 OMPOSITE STEE EM DETIS S50 TYPI STEE OUMN & EM DETIS STEE SETIONS & DETIS S505 NOPY STEE SETIONS S60 TIT-W EEVTIONS S60 TIT-W EEVTIONS S60 TIT-W EEVTIONS S604 TIT-W EEVTIONS S605 TIT-W DETIS S70 WIND RE EEVTIONS & DETIS. SEE RITETUR DRWINGS FOR OTION OF FOOR DROPS, FOOR SOPES, URS, MISENEOUS EEVTIONS, DETIS ND DIMENSIONS NOT SOWN ON PN. NOTE TO ONTRTOR: FIED VERIFY EXISTING DIMENSIONS & EEVTIONS PRIOR TO FRITION OF MTERIS ND ONSTRUTION. GENER TE FOOWING GENER NOTES ONSTITUTE MJOR PRT OF TE PNS ND SPEIFITIONS. STRIT OMPINE WIT TESE NOTES IS ESSENTI TO TE PROPER ONSTRUTION OF TE UIDING.. REFER TO TE PN NOTES, OTED IN TESE GENER NOTES, FOR PPITION OF DETIS WI RE DESIGNTED S "S" IN TIS SET OF DRWINGS.. SEEVES ND OKOUTS REQUIRED FOR PSSGE OF DUTWORK, PIPING, DRINS, ONDUIT, ET., ND NORS REQUIRED FOR NORING EQUIPMENT ND PIPING RE NOT GENERY INDITED ON TE STRUTUR DRWINGS. TE ONTRTOR S DETERE SU REQUIREMENTS FROM OTER SERIES DRWINGS, SUONTRTORS, ND SUPPIERS ND S OORDINTE TE OTIONS ND DETIS FOR TESE ITEMS PRIOR TO FRITION OR ONSTRUTION OF TE STRUTURE. NY ONFITS ETWEEN TESE I TEMS ND TE UIDING STRUTURE S E ROUGT TO TE TTENTION OF TE RITET FOR RESOUTION.. VERIFY, OR ESTIS, OTIONS ND DIMENSIONS OF FRMED OPENINGS RETED TO EQUIPMENT OR DUTWORK, INUDING INSUTION, IF NY. WERE SUSTNTI REOTION OR REONFIGURTION IS REQUIRED, SUMIT DRWING TO TE RITET FOR REVIEW. 4. OTE EXISTING REINFOREMENT, USING PPROPRITE IMGING EQUIPMENT, PRIOR TO UTTING OR DRIING INTO EXISTING ONRETE. DO NOT UT OR DMGE EXISTING REINFOREMENT. IF TE REQUIRED OPERTIONS MKE DMGING EXISTING REINFORING UNVOIDE, INFORM RITET SO TT TE ONDITION MY E EVUTED ND TERNTIVE DIRETIONS GIVEN. 5. MTERIS OR PRODUTS SUMITTED FOR PPROV WI RE NOT S SPEIFIED IN TE DOUMENTS S E OMPNIED Y URRENT ES REPORT (Y I EVUTION SERVIE, IN.) OR IO REPORT (Y INTERNTION ONFERENE OF UIDING OFFIIS). MTERIS OR PRODUTS TT DO NOT VE N ES OR IO REPORT INDITING TE SUSTITUTED MTERI OR PRODUT TO E EQU TO TT SPEIFIED, WI NOT E ONSIDERED. SUSTITUTIONS. REQUESTS FOR SUSTITUTIONS OF MTERIS OR DETIS SOWN IN TE ONTRT DOUMENTS S E SUMITTED FOR PPROV DURING TE IDDING PERIOD. ONE IDS RE EPTED, PROPOSED SUSTITUTIONS WI E ONSIDERED ONY WEN TEY RE OFFIIY SUMITTED WIT N IDENTIFIED SVINGS TO E DEDUTED FROM TE ONTRT. DESIGN ODS. DED ODS INUDE TE WEIGT OF TE STRUTUR OMPONENTS ND OWNES FOR PERMNENT PRTITIONS, PERMNENT FIXTURES, FINISES, ING, MENI, EETRI, PUG ND FIRE PROTETION MTERIS SOWN OR SPEIFIED.. ODINGS FOR MENI ROOMS RE SED ON TE WEIGTS OF SSUMED EQUIPMENT, S INDITED ON TE MENI DRWINGS (INUDING TE WEIGT OF ONRETE PDS, WERE INDITED). NY NGES IN TYPE, SIZE, OTION OR NUMER OF PIEES OF EQUIPMENT S E REPORTED TO TE RITET FOR VERIFITION OF TE DEQUY OF SUPPORTING MEMERS PRIOR TO TE PEMENT OF SU EQUIPMENT.. DESIGN IVE ODING IS S FOOWS:... 0 PSF SS-ON-GRDE, U.N.O...00 PSF STORGE (IGT)... 5 PSF STORGE (EVY) PSF MENI ROOM (.) PSF INE TRUK STORGE ND REPIR RES...50 PSF TRUK ODING (STO)... S-0 4. IVE OD REDUTIONS, WERE PERMISSIE, RE OMPUTED IN ORDNE WIT TE UIDING ODE. 5. TIS UIDING S EEN DESIGNTED Y TE OWNER S N ESSENTI FIITY ND IS DESIGNED TO MEET TE REOMMENDTIONS OF I ND SE 7-0. ODING ND ONTROING ONDITIONS RE S FOOWS ( PER SE 7-0, WIND ODS RE UTIMTE. SERVIE ODS MY E OTINED Y DIVIDING TE STTED ODS Y.6.): WIND FORE RESISTING SYSTEM: WIND DESIGN OPTION... DIRETION PROEDURE SI WIND SPEED (-SEOND GUST)... 5 MP RISK TEGORY... III NO WIND SPEED (SERVIE) MP EXPOSURE TEGORY... ENOSURE... ENOSED INTERN PRESSURE OEFFIIENT...0. OMPONENTS ND DDING: WIND DESIGN OPTION... DIRETION PROEDURE SI WIND SPEED (-SEOND GUST) MP RISK TEGORY... III NO WIND SPEED (SERVIE)... MP EXPOSURE TEGORY... ENOSURE... PRTIY ENOSED INTERN PRESSURE OEFFIIENT PRESSURE(+)/ SUTION(-) ODS (NET INUDING INTERN PRESSURE ODS MY E INERY INTERPOTED ETWEEN VUES FOR TE GIVEN TRIUTRY RES) INTERIOR ZONES MORE TN 4 FROM EDGE, IP, OR RIDGE (ZONE ) (0 SQ.FT. OF TRIUTRY RE) /-.7 PSF (00 SQ.FT. OF TRIUTRY RE) /-4.94 PSF END ZONES - WITIN 4 OF EDGE, IP, OR RIDGE (ZONE ) (0 SQ.FT. OF TRIUTRY RE) / PSF (00 SQ.FT. OF TRIUTRY RE) /-4.4 PSF ORNER ZONES - WERE ZONE RES OVERP (ZONE ) (0 SQ.FT. OF TRIUTRY RE) / PSF (00 SQ.FT. OF TRIUTRY RE) /-4.4 PSF ON NOPIES ND OVERNGS ENDS (ZONE ) (0 SQ.FT. OF TRIUTRY RE) / PSF (00 SQ.FT. OF TRIUTRY RE) / PSF ORNERS (ZONE )(0 SQ.FT. OF TRIUTRY RE) / PSF (00 SQ.FT. OF TRIUTRY RE) / -5. PSF URTINW DESIGN PRESSURE/SUTION INTERIOR ZONE (ZONE 4) (0 SQ.FT. OF TRIUTRY RE) /-7.5 PSF (00 SQ.FT. OF TRIUTRY RE) /-9. PSF EXTERIOR ZONE (ZONE 5) (0 SQ.FT. OF TRIUTRY RE) /-46.5 PSF (00 SQ.FT. OF TRIUTRY RE) /-9. PSF REIE DED OD TO RESIST UPIFT (SERVIE)..60 PSF INTERIOR PRESSURE ON STRUTUR EEMENTS... 5 PSF 6. SEISMI DESIGN DT (I): RISK TEGORY... III MPPED SPETR RESPONSE EERTIONS, SS & S / 0.0 SITE SS... SPETR RESPONSE OEFFIIENTS SDS /SD / 0.0 SEISMI DESIGN TEGORY... SI SEISMI-FORE-RESISTING SYSTEM... ORDINRY ONRETE SER WS DESIGN SE SER... 5K SEISMI RESPONSE OEFFIIENT, S RESPONSE MODIFITION FTOR, R...5 NYSIS PROEDURE USED... EQUIVENT TER FORE DEFETION MPIFITION FTOR SNOW ODING (SE 7, SETION 7): GROUND SNOW OD... 0 PSF. STKS OF MTERIS OR OTER ONSTRUTION ODS PED ON TE STRUTURE S NOT EXEED TE STTED DESIGN IVE OD FOR TE RE FFETED UNESS DEQUTEY SORED. O REG. NO. F-9 Dallas ustin San ntonio KEY PN Dwg. oord.: uthor Tech. oord.: IDDING ND PERMIT DOUMENTS # DTE NGE DESRIPTION ORPUS RISTI MERIN EETRI hecker REVITIONS, SYMOS & GENER NOTES S0 PORTIONS OF TIS DRWING MY NOT E TO SE. TEREFORE, TIS DRWING S NOT E SED. OPYRIGT 07 DTUM ENGINEERS, IN.

2 06 Moody/Nolan Inc. ODES & DESIGN SPEIFITIONS. UIDING ODE: INTERNTION UIDING ODE 0.. STRUTUR STEE: IS 60-0 "SPEIFITIONS FOR STRUTUR STEE UIDINGS" ND IS 4-0 "SEISMI PROVISIONS FOR STRUTUR STEE UIDINGS.". STRUTUR ONRETE: "UIDING ODE REQUIREMENTS FOR REINFORED ONRETE (I -)," TE MERIN ONRETE INSTITUTE. FIRE RESISTNE. TE STRUTUR SYSTEM ND ONSTRUTION DETIS RE DESIGNED TO OMPY WIT TE REQUIREMENTS OF TE FOOWING: SSEMY: OURS STRUTUR FRME: OURS EXTERIOR ERING WS: 4 OURS INTERIOR ERING WS: 4 OURS. STRUTUR FRME ONSISTS OF OUMNS ND MEMERS FRG INTO OUMNS, INUDING GIRDERS, EMS, TIT-WS ND RING.. TE STRUTUR FRG IS ONSIDERED TO E "RESTRINED" IN ORDNE WIT TE U.. "FIRE RESISTNE DIRETORY," FOR PURPOSES OF ESTISING TE FIRE RESISTNE RTING. 4. STEE EMS WI RE IGTER TN TE IMUM SIZE SET FORT IN TE REFERENED U.. SSEMY S REEIVE DDITION SPRYED FIREPING S REQUIRED TO IEVE TE DESIGNTED RTING. SPEI INSPETION REQUIREMENTS. TOSE IMITED OSERVTIONS RE NOT SUSTITUTE FOR INSPETIONS ND TESTING PERFORMED Y TE OWNER S QUIFIED, INDEPENDENT TESTING ORTORY, NOR RE TEY INTENDED TO IDENTIFY DEFETS ND DEFIIENIES IN TE WORK Y TE ONTRTOR. TOSE OSERVTIONS DO NOT FUFI NY PRT OF TE SPEI INSPETIONS REQUIREMENTS GIVEN IN TE SPEIFITIONS. TE DESIGNTED SPEI INSPETOR IS SOEY RESPONSIE FOR FUFIING TE SPEI INSPETION REQUIREMENTS S OUTINED ERE ND DEFINED IN TE SPEIFITIONS.. REFER TO TE SPEIFITIONS FOR ODE MNDTED MTERIS TESTING ND INSPETION REQUIREMENTS FOR STRUTUR WORK.. ITEMS OF STRUTUR ONSTRUTION WI REQUIRE SPEI INSPETION INUDE, UT RE NOT IMITED TO, TE FOOWING: FOUNDTION EXVTIONS ND FI OPERTIONS INSTTION OF UGER-ST GROUT PIES PEMENT OF STRUTUR ONRETE PEMENT OF ONRETE REINFORING ERETION OF PREST ONRETE MEMERS, INUDING TIT-WS PEMENT OF NOR OTS PED IN ONRETE OR MSONRY INSTTION OF DRIED-IN ONRETE OR MSONRY NORS (EXPNSION, FRITION, EMENTED, OR GROUTED NORS) ONSTRUTION OF REINFORED MSONRY FRITION ND ERETION OF STRUTUR STEE WEDING ND OTING OF STEE ONNETIONS FIED WEDING OF SER STUDS ONRETE REINFOREMENT. REINFORING STEE S E NEW OR REYED DOMESTI DEFORMED IET STEE, ONFORG TO STM 65, GRDE 60.. REINFORING STEE SOWN IN SETIONS OF EMS, WS ND OUMNS IS SEMTI INDITION TT REINFORING EXISTS. SEE SEDUES, SETION NOTES, ND GENER NOTES FOR TU REINFORING REQUIRED.. REFER TO DOWE SEDUE, SEET S04, FOR RS MRKED "DW" ON TE DRWINGS. 4. DETI REINFORING RS ND PROVIDE R SUPPORTS ND SPERS IN ORDNE WIT TE I DETIING MNU. 5. WERE R TYPES FROM TE R ENDING DIGRM RE SPEIFIED, PROVIDE RS ORDINGY. OTERWISE, DETI RS IN EMS, OUMNS, SS, ND WS S FOOWS:. RUN TOP ND OTTOM RS ONTINUOUS, WIT SPIES ND OOKS S DESRIED EOW.. PROVIDE STNDRD 90 DEGREE OOK ON TOP RS T NTIEVER ENDS.. SPIE TOP ND INTERMEDITE RS T TE ENTER INE ETWEEN MEMER SUPPORTS, UNESS NOTED OTERWISE. D. SPIE OTTOM RS DIRETY OVER MEMER SUPPORTS, UNESS NOTED OTERWISE. E. SPIE VERTI RS IN WS ONY T FOOR INES, UNESS NOTED OTERWISE. ORIZONT RS S E SPIED S SPEIFIED FOR TOP, OTTOM, ND INTERMEDITE RS OF EMS. F. ENTER RS NOTED S "T SUPT'S." OVER MEMER SUPPORTS, ND ENTER RS NOTED S "TWN. SUPT'S." ETWEEN SUPPORTS. G. R SPIES IN EMS ND SS S E 66 R DIMETERS.. PROVIDE ORNER RS FOR E ORIZONT R T TE INSIDE ND OUTSIDE FES OF INTERSETING EMS OR WS. REFER TO ORNER R DETIS ON SEET S RS SOWN IN TE SEDUE TO OOK T DISONTINUOUS ENDS S VE TE OOK PED ORIZONTY T EXTERIOR ORNERS. 7. PROVIDE NO. DOWES X '-0" T '-6" ON ENTER, WIT 90 DEGREE OOK T EDGES OF ONRETE SS, UNESS DETIED OTERWISE.. PROVIDE FOUNDTION DOWES TO MT MSONRY W REINFOREMENT. DOWES S EXTEND IMUM OF 60 R DIMETERS OVE ND 0 R DIMETERS EOW TOP OF FOUNDTION. 9. ONRETE OVER FOR REINFORING STEE S E S FOOWS, MESURED TO NEREST R, STIRRUP OR TIE:. T SS-ON-GRDE, EM ND W SURFES DEPOSITED GINST TE GROUND (WIT OR WITOUT VPOR RETRDER): ".. T FORMED FES OF EMS, OUMNS ND WS EXPOSED TO RIN OR IN ONTT WIT TE GROUND: ".. T FORMED FES OF EMS NOT EXPOSED TO RIN OR SOI: /. D. T INTERIOR ND PROTETED EXTERIOR FES OF WS: ". E. TOP STEE IN SS ND JOISTS: INTERIOR EXPOSURE: " EXPOSED TO WETER: " F. TOP STEE IN EMS: INTERIOR EXPOSURE: /" EXPOSED TO WETER: " 0. TIN TE SPEIFIED OVER DIMENSION WITIN TOERNE OF PUS OR US / EXEPT FOR SS-ON- GRDE ND SOI-FORMED MEMERS, WERE 5/ TOERNE IS PERMITTED. EXTR OVER WEKENS TE MEMER ND REDUED OVER EDS TO ORROSION.. REFER TO TYPI STEE ONNETION DETI SEET (S50 ND S50) FOR DDITION REINFORING REQUIRED T STEE EM ONNETION EMED PTES.. PROVIDE 5 TONS OF DDITION REINFORING STEE (# RS ND RGER) TO E USED IN TE FIED S DIRETED Y TE RITET/ENGINEER. OR FOR DETIING, UTTING, ENDING, ND PEMENT S E INUDED. NY UNUSED PORTION OF TIS QUNTITY S E REDITED TO TE OWNER T TE RTE OF $00 PER TON. PREST ONRETE TIT-UP PNES. REFER TO ONRETE MIX GENER NOTES FOR IMUM OMPRESSIVE STRENGT REQUIRMENTS ND MXIMUM WTER-EMENT RTIO. ONRETE S VE TTINED T EST 75 PERENT OF TE SPEIFIED DY STRENGT T IFTING, UNESS GRETER STRENGT IS REQUIRED Y IFTING NYSIS.. SEE DETIS ON S605 SERIES SEETS FOR PNE REINFORING, EMEDS, DIMENSIONS, ET.. ONRETE OVER OVER REINFORING STEE S NOT E ESS TN /" FROM EXTERIOR EDGES ND " FROM INTERIOR FES. WERE DOUE YERS OF STEE RE ENOSED IN TIES, OVER ISTED S E MESURED TO TE OUTSIDE EDGE OF TE TIE. 4. DD #5 E FE IMUM ROUND OPENINGS. EXTEND REINFORING '-6" PST OPENINGS, UNESS NOTED OTERWISE ON PNE EEVTIONS. 5. REFERENE RITETUR DRWINGS ND SPEIFITIONS FOR PNE FINISES, OPENINGS, MFERS ND REVES. 6. IFTING INSERTS ND REINFORING T TE PIK-UP POINTS S E DESIGNED ND SEETED Y TE ONTRTOR. 7. PNE ENGINEER S OORDINTE SPETS OF TE TITW PNES INUDING D-GENERTED SOP DRWINGS WI S SOW TE DETIS ND OTION OF OPENINGS, EMEDDED ITEMS, REINFORING, MFERS, REVES, MEP ROUG-INS, RING ND ERETION REQUIREMENTS. SEE SPEIFITIONS FOR OMPETE IST OF OORDINTOIN ITEMS REQUIRED FROM PNE ENGINEER.. INSERTS, RES, STRONGKS, ND OTER REQUIRED IFTING ESSORIES S E DESIGNED, FURNISED ND INSTED Y TE ONTRTOR, ND S E OTED IN ORDNE WIT EPTED PUISED ITERTURE, SU S RIMOND UETIN NO., "PRODUTS FOR PREST/PRESTRESSED ONRETE ONSTRUTION." OTIONS ND SIZES OF INSERTS, RES, OR STRONGKS S E DESIGNED TO PREVENT RKING DUE TO ERETION STRESSES, INUDING 50 PERENT FORE INRESE FOR IMPT. TE ONTRTOR S E RESPONSIE FOR PROVIDING SPEI REINFORING, S MY E REQUIRED, TO PREVENT FEXUR RKS FROM OURRING IN TE PNES DURING IFTING ND NDING OPERTIONS. 9. IR REIEF OES S E PROVIDED IN TE ORIZONT SURFES OF EMEDDED PTES ND NGES OVER " IN WIDT, WEN SU SURFES RE OVE TE OTTOM OF TE PREST MEMER IN TE STING POSITION. 0. RE PNES SEUREY IN POSITION UNTI TEY N E PERMNENTY NORED ND RED T FOOR ND. DEK S E OMPETEY INSTED EFORE REMOVING PNE RES.. PNES RE DESIGNED TO E RED Y ND NORED TO TE FOOR S. TEREFORE, TEMPORRY PNE RING S RE IN PE UNTI FTER TE DJOINING FOOR S S EEN POURED.. PROVIDE IG-STRENGT NON-SRINK GROUT UNDER PORTIONS OF PNES OVER ERING POINTS. PROVIDE SND-EMENT GROUT UNDER REING PORTIONS OF PNES ETWEEN ERING POINTS. SEE DETIS ON S605.. SEE MEP DRWINGS FOR ST-IN OXES ND OPENINGS FOR EQUIPMENT. PROVIDE OVER ON ONDUIT. 4. GROUTED POKETS S VE SMOOT RUED FINIS. GRIND SMOOT, IF NEESSRY, PRIOR TO PINTING. 5. FE OF PNES S E SKIM OTED ND RUED PRIOR TO PINTING INTERIOR SURFE. 6. DOK EIGT PNES S E RED FROM TE EXTERIOR DIRETION PRIOR TO PING FI ON INTERIOR OF PNE. RING S RE IN PE UNTI TE FOOR S S EEN POURED ND URED FOR T EST SEVEN DYS. SS USED S STING EDS FOR TIT-UP PNES. SS USED S STING EDS S E PREPRED SO S NOT TO TEEGRP IMPERFETIONS OR IMPT VISU QUITY OF PNES. SUPPEMENT STING EDS IN DDITION TO TE SS WITIN TE UIDING FOOTPRINT MY E REQUIRED TO IEVE TE EVE OF QUITY REQUIRED ND/OR TO MEET TE ONSTRUTION SEDUE. EXPNSION OTS ND DESIVE NORS IN MSONRY. WERE DRIED EXPNSION OTS OR DESIVE NORS RE PROPOSED FOR N PPITION OR OTION NOT SOWN ON TESE DRWINGS, TE PRODUT ND ITS INTENDED PPITION S E SUMITTED FOR PPROV.. EXPNSION OTS S E ONE OF TE SYSTEMS SPEIFIY INUDED IN TE MSONRY SPEIFITIONS.. ONY ONE ENGT OF OT S E PRESENT ON TE JOSITE FOR E OT DIMETER, UNESS OTERWISE SPEIFIED ON TE DRWINGS. 4. DESIVE NORS S E ONE OF TE SYSTEMS SPEIFIY INUDED IN TE MSONRY SPEIFITIONS. 5. EXPNSION OTS ND DESIVE NORS, OF TE DIMETER ND EMEDMENT SOWN ON TE DRWINGS, S E INSTED IN ORDNE WIT TE ONTRT DOUMENTS, TE URRENT I-ES REPORT FOR TE OT OR NOR, ND TE REOMMENDTIONS OF TE MNUFTURER. WERE PROVISIONS OF TE OVE REFERENED DOUMENTS RE IN ONFIT, TE MOST STRINGENT REQUIREMENT S GOVERN. 6. OTS ND NORS S E INSTED PERPENDIUR TO TE FE OF TE ONRETE. TE MXIMUM DEVITION FROM PERPENDIUR S E 0 DEGREES. OTS INSTED OUTSIDE OF TE SPEIFIED TOERNE S E ONSIDERED UNEPTE. 7. TE ONTRTOR S RETE TEMPTE FOR E OT GROUP PRIOR TO FRITING OES IN ONNETION PTES. TEMPTES S E MDE FTER OTING EXISTING REINFORING STEE WIT POMETER. POSITION OT OES SO S NOT TO ONFIT WIT TE EXISTING REINFORING. OT POSITIONS MY E DJUSTED IN TE FIED MXIMUM OF /" FROM TE DIMENSIONS SOWN ON TE DETIS, TO VOID ONFITS WIT TE EXISTING REINFORING STEE ND OORDINTE WIT MSONRY ES, JOINTS, ND UKEDS.. SUMIT DRWINGS OF TEMPTES SOWING OE OTIONS PRIOR TO FRITION OF ONNETION PTES. 9. OES S E DRIED IN ONTINUOUS OPERTION, VOIDING FREQUENT REMOV OF TE DRI FROM TE OE. FTER DRIING, DUST ND OTER FOREIGN MTTER S E OWN OUT OF TE OE WIT OMPRESSED IR. 0. OES DRIED IN TE MSONRY S E S SPEIFIED Y TE OT MNUFTURER FOR TE PROPOSED PRODUT. USE TE IT TYPE ND SIZE REOMMENDED Y TE OT MNUFTURER. OES S NOT E ENRGED OR REDIRETED NYWERE ONG TEIR ENGT.. NDONED OES DRIED IN TE MSONRY S E OMPETEY FIED WIT EPOXY GROUT.. INSTTION OF EXPNSION OTS ND DESIVE NORS S E ONTINUOUSY INSPETED Y TE TESTING ORTORY, TO ENSURE TT OES RE OF PROPER DIMETER ND ENGT, TT OTS ND NORS RE INSTED ORRETY, ND TT IMUM INSTTION TORQUES RE OTINED.. TIGTEN EXPNSION OT NUTS GINST SMOOT WSERS TO TE IMUM TORQUE REOMMENDED Y TE MNUFTURER. 4. OES IN ONNETION PTES S E NO MORE TN /6" RGER TN TE OT OR NOR DIMETER. IF RGER DIMETER OES RE NEESSRY FOR ERETION PURPOSES TE ONTRTOR S PROVIDE PTE WSERS SUFFIIENTY WEDED TO TE ONNETION PTE TO TRNSFER TE SPEIFIED OD. 4. RITETUR, MENI, ND EETRI OMPONENTS REQUIRING SPEI INSPETIONS PER SETION 705 OF TE I VE NOT EEN ISTED ERE. REFER TO R/MEP FOR SPEI INSPETION REQUIREMENTS FOR TESE OMPONENTS. ST-IN-PE ONRETE. ONSTRUTION JOINTS IN EMS, SS ND WS S ONY OUR WITIN '-0" OF MIDSPN ETWEEN SUPPORTS. ONSTRUTION JOINTS IN SOI SUPPORTED SS-ON-GRDE S E WERE SOWN ON PN. SEE NOTES ON TYPI S-ON-GRDE DETIS ON SEET S0 FOR OTING S JOINTS. OUMN PISTERS ON TE SIDES OF GRDE EMS ND WS S E ST MONOITIY WIT TE GRDE EM OR W UNESS SOWN OTERWISE. SUMIT DIGRM OF PROPOSED ONSTRUTION JOINTS WI RE NOT SPEIFIY SOWN ON TESE DRWINGS (REFER TO SPEIFITIONS).. STING S SURFE S E PREPRED SO TT IT WI PRODUE TE DESIRED EVE OF FINIS ND SMOOTNESS NEEDED FOR TE FIN ONDITION OF TE PNES. TIS MY INUDE FIING SRINKGE RKS ND IPS IN TE S WIT TPING MUD.. SEE MEP DRWINGS FOR S OKOUT DETI T PUG ND ONDUIT RISERS WIT TEMPORRY ONRETE PUG FOR PNE STING ED ((DETI /SG-)). PROVIDE #4 X 4-0 DIGON ORNER R T S OKOUTS FOR PUG ND ONDUIT. 4. SEE SEET S0 FOR OTER S-ON-GRDE NOTES. 5. SEE SPEIFITIONS FOR S FINIS TOERNES. ONRETE MIX. SEEVES, MENI OPENINGS, ONDUITS, PIPES, REESSES, DEPRESSIONS, URS ND EMEDDED ITEMS S E PROVIDED FOR S SOWN ON TE RITETUR ND MENI DRWINGS ND S REQUIRED Y EQUIPMENT MNUFTURERS. IMUM ONRETE ETWEEN SEEVES S E 6". INSTTION OF TESE ITEMS S E OORDINTED WIT SOP DRWINGS OF TRDES REQUIRING TESE ITEMS. 4/6/07 9:0:5 M :\Users\kelly.DTUM\Documents\Revit 06 ocal\ EP orpus hristi - Struct_kthibodeaux.rvt. PROVIDE ONRETE VING TE FOOWING GENER RTERISTIS: -DY MX. STRENGT SUMP GG. SIZE SS (PSI) (IN) TYPE (IN.) USGE DRK /" DRIED EED PIERS DRK GRDE EMS, SS-ON-GRDE DRK FORMED SS, EMS, TIT-UP WS D DRK /4 SS ON MET DEK (RTED SSEMY). WORKIITY DMIXTURES MY E UTIIZED, PROVIDED TT T PROPORTIONS RE DETERED IN TE MNNER DESRIED IN TE SPEIFITIONS.. FY S WI NOT E PERMITTED IN RITETURY EXPOSED ONRETE. FY S MY E USED ESEWERE, WITIN TE SPEIFIED PROPORTION IMITS, UT TE ONTRTOR S FIRST VERIFY OMPTIIITY WIT URING OMPOUNDS, SEERS, OND REKER, FOORING DESIVES ND OTER MTERIS PROPOSED TO E IN ONTT WIT TE ONRETE. 4. PROVIDE FIVE PERENT (PUS OR US / PERENT) IR ENTRINMENT IN ONRETE PERMNENTY EXPOSED TO TE WETER. USE OF IR ENTRINMENT, ND ORRESPONDING REDUTION OF TE WTER/EMENT RTIO, MUST E NOTED ON TE MIX DESIGNS. DO NOT USE IR IN SS WI VE TROWE FINIS. 5. USE OF EERTING OR SET-RETRDING DMIXTURES REQUIRES PRIOR PPROV OF TE RITET. IN GENER, USE OF IUM ORIDE WI NOT E PERMITTED. 6. EMENT S E TYPE I OR TYPE III (STM 50), EXEPT S FOOWS: SS OF EMENT ONRETE TYPE I/II 7. MXIMUM WTER-EMENT RTIO FOR TIT W PNES S E MXIMUM WTER-EMENT RTIO FOR ONRETE SS-ON-GRDE S E ONTRTOR S USE OWER WTER-EMENT RTIO IF IT IS DETERED TT TIS IS NEEDED TO PE FOORING S SEDUED. 9. SUMP IMITS PPY T TE TRUK T TE TIME OF DISRGE EXEPT TT PUMPED ONRETE S E SMPED T TE DISRGE END OF TE OSE. WEN SUPERPSTIIZER IS USED, TE SUMP S E MESURED T TE TRUK EFORE INTRODUING TE SUPERPSTIIZER; OR, IF SUPERPSTIIZERS RE DDED T PNT, SUMP S E 6- INES T TIME OF DISRGE. STRENGT TESTS S E MDE ON ONRETE S PED WIT DDITIVES. 0. REFER TO SPEIFITIONS FOR GGREGTES ND SNDST FINIS REQUIRED T EXPOSED ONRETE IN TIT W PNES.. SET FORMS TO FOOW SOPES ND GRDES DEFINED ON PN, KEEPING MEMER DEPTS ONSTNT T DEPTS DETIED OR SEDUED, UNESS NOTED OTERWISE. SOPE UNIFORMY ETWEEN EEVTIONS GIVEN. UID IN MER WERE SPEIFIED. 4. ONDUITS ND PIPES EMEDDED IN ONRETE S OMPY WIT PROVISIONS SPEIFIED IN I, SETION 6., WIT TE FOOWING SPEIFI REQUIREMENTS:. TE MXIMUM OUTSIDE DIMETER OF TE ONDUITS ND PIPES S E /". NONE PERMITTED IN SS TINNER TN 4 /".. TE IMUM ER DISTNE ETWEEN ONDUITS ND PIPES S E 6".. T FORMED SS, OTE IN MIDDE TIRD OF S TIKNESS ETWEEN TE TOP ND OTTOM MT OF REINFORING. T EMS, OTE INSIDE EM STIRRUP. IN JOISTS, OTE T ENTER INE, T EST 6" FROM OTTOM. D. NONE PERMITTED IN SS-ON-GRDE WI WI E PERMNENTY EXPOSED OR SEDUED TO REEIVE TIN SET TIE. PE PIPES ND ONDUITS IN TE FI ENET TE VPOR RETRDER. REOMPT S SPEIFIED. E. IN NON-EXPOSED SS-ON-GRDE, IMIT SIZE TO " O.D. IN 5" S SPE " PRT ND TIE TO UNDERSIDE OF REINFORING MT. WERE INES ONVERGE T SOURE, DOUE UP TE S REINFORING IN TE ONVERGENE ZONE ND '-0" EYOND. PE RGER INES IN TE FI ENET TE VPOR RETRDER. F. NONE PERMITTED IN OMPOSITE SS ON DEK. G. DO NOT DISPE REINFORING STEE FROM ITS PROPER POSITION.. SEEVES OR PIPES PSSING ORIZONTY TROUG EMS OR JOISTS MUST E OTED IN TE MIDDE TIRD OF TE SPN ND WITIN TE MIDDE TIRD OF TE EM DEPT. MXIMUM DIMETER S E ONE TIRD OF TE MEMER DEPT. SPE T EST DIMETERS ER PRT ND DD ONE STIRRUP E SIDE OF E SEEVE. 5. PROVIDE SER KEYS IN ONSTRUTION JOINTS IN EMS ND WS, IN ORDNE WIT TE TYPI ONRETE DETIS. 6. TOP SURFES OF ONRETE EMS WI SUPPORT TIT-W PNES S REEIVE TROWEED SMOOT FINIS ND S E STRIGT, TRUE ND EVE. 7. DOK EIGT GRDE EMS S E RED FROM TE EXTERIOR DIRETION PRIOR TO PING FI. RING S RE IN PE UNTI TE FOOR S S EEN POURED ND S URED FOR T EST 7 DYS.. TE OUSEKEEPING PDS UNDER MENI EQUIPMENT RE SOWN ND SPEIFIED ON TE MENI DRWINGS. REINFORE OUSEKEEPING PD WIT #@ ON ENTER E WY, UNESS SOWN OTERWISE ON MENI DRWINGS. 9. WERE GRDE EMS RE TREN FORMED, TE TOP OF TE EXTERIOR FE S E WOOD FORMED TO T EST '-0" EOW EXTERIOR FINISED GRDE EVE 0. PROVIDE 40 UI YRDS OF DDITION ONRETE TO E USED IN TE FIED S DIRETED Y TE RITET/ENGINEER. OR FOR PEMENT ND FINISING S E INUDED. NY UNUSED PORTION OF TIS QUNTITY S E REDITED TO TE OWNER T TE RTE OF $0 PER UI YRD. FIED DRIED EXPNSION OTS IN ONRETE. WERE FIED DRIED EXPNSION OTS RE PROPOSED FOR N PPITION OR OTION NOT SOWN ON TESE DRWINGS, TE PRODUT ND ITS INTENDED PPITION S E SUMITTED FOR PPROV.. EXPNSION OTS S ONFORM TO TE REQUIREMENTS OF TE SPEIFITIONS.. ONY ONE ENGT OF OT S E PRESENT ON TE JOSITE FOR E OT DIMETER, UNESS OTERWISE SPEIFIED ON TE DRWINGS. 4. EXPNSION OTS, OF TE DIMETER ND EMEDMENT SOWN ON TE DRWINGS, S E INSTED Y PERSONNE TRINED TO INST EXPNSION OTS ND S E INSTED IN ORDNE WIT TE ONTRT DOUMENTS ND TE MNUFTURER S PRINTED INSTTION INSTRUTIONS (MPII). WERE PROVISIONS OF TE OVE REFERENED DOUMENTS RE IN ONFIT, TE MOST STRINGENT REQUIREMENT S GOVERN. 5. POST-INSTED NORS S E INSPETED Y SPEI INSPETOR IN ORDNE WIT TE UIDING ODE. INSTTION OF EXPNSION OTS S E ONTINUOUSY INSPETED Y TE TESTING ORTORY, TO ENSURE TT OES RE OF PROPER DIMETER ND ENGT, TT IMUM INSTTION TORQUES RE OTINED, ND TT OTS RE INSTED IN ORDNE WIT TE MNUFTURER S PRINTED INSTTION INSTRUTIONS (MPII). 6. OTS S E INSTED PERPENDIUR TO TE FE OF TE ONRETE. TE MXIMUM DEVITION FROM PERPENDIUR S E 6 DEGREES. OTS INSTED OUTSIDE OF TE SPEIFIED TOERNE S E ONSIDERED UNEPTE. 7. TE ONTRTOR S RETE TEMPTE FOR E OT GROUP PRIOR TO FRITING OES IN ONNETION PTES. TEMPTES S E MDE FTER OTING EXISTING REINFORING STEE WIT FERROSN OR SIMIR NON-DESTRUTIVE REINFORING IMGING DEVIE. POSITION OT OES SO S NOT TO ONFIT WIT TE EXISTING REINFORING. OT POSITIONS MY E DJUSTED IN TE FIED MXIMUM OF /" FROM TE DIMENSIONS SOWN ON TE DETIS, TO VOID ONFITS WIT TE EXISTING REINFORING STEE.. SUMIT DRWINGS OF TEMPTES SOWING OE OTIONS PRIOR TO FRITION OF ONNETION PTES. 9. OES S E DRIED IN ONTINUOUS OPERTION VOIDING FREQUENT REMOV OF TE DRI FROM TE OE. FTER DRIING, DUST ND OTER FOREIGN MTTER S E OWN OUT OF TE OE WIT OMPRESSED IR. 0. OES DRIED IN TE ONRETE S E SME NO DIMETER S TE OT. USE TE IT TYPE ND SIZE REOMMENDED Y TE OT MNUFTURER. OES S NOT E ENRGED OR REDIRETED NYWERE ONG TEIR ENGT.. NDONED OES DRIED IN TE ONRETE S E OMPETEY FIED WIT EPOXY GROUT.. TIGTEN NUTS GINST SMOOT WSERS TO TE IMUM TORQUE REOMMENDED Y TE MNUFTURER.. OES IN ONNETION PTES S E NO MORE TN /6" RGER TN TE OT DIMETER. IF RGER DIMETER OES RE NEESSRY FOR ERETION PURPOSES TE ONTRTOR S PROVIDE PTE WSERS SUFFIIENTY WEDED TO TE ONNETION PTE TO TRNSFER TE SPEIFIED OD. O REG. NO. F-9 Dallas ustin San ntonio KEY PN Dwg. oord.: uthor GENER NOTES Tech. oord.: # DTE NGE DESRIPTION IDDING ND PERMIT DOUMENTS ORPUS RISTI MERIN EETRI hecker S0 PORTIONS OF TIS DRWING MY NOT E TO SE. TEREFORE, TIS DRWING S NOT E SED. OPYRIGT 07 DTUM ENGINEERS, IN.

3 06 Moody/Nolan Inc. FIED DRIED DOWES ND NOR RODS. FIED DRIED DOWES ND NOR RODS TO E SET IN RDENED ONRETE S ONFORM TO TE REQUIREMENTS OF TE SPEIFITIONS.. DOWES ND TREDED RODS, OF TE SIZE, TYPE, ND EMEDMENT SOWN ON TE DRWINGS, S E INSTED Y PERSONNE TRINED TO INST DESIVE NORS ND S E INSTED IN ORDNE WIT TE MNUFTURER'S PRINTED INSTTION INSTRUTIONS (MPII) ND S INDITED ON TE DRWINGS. MNUFTURER S REPRESENTTIVE S E PRESENT DURING INITI INSTTION TO PROVIDE ONSITE TRINING OF INSTERS.. WERE INSTTION OF DESIVE NORS IS ORIZONTY OR UPWRDY ININED TO SUPPORT SUSTINED TENSION ODS, TE INSTING PERSONNE S E ERTIFIED IN ORDNE WIT TE I/RSI DESIVE NOR INSTER ERTIFITION PROGRM, OR EQUIVENT. 4. T ORED OES, WET OES, OR OES DEEPER TN INES, SUSTITUTE SOW URE EPOXY DESIVE OR OTER PPROPRITE PRODUT REOMMENDED Y TE MNUFTURER FOR TE SPEI PPITION. 5. POST-INSTED NORS S E INSPETED Y SPEI INSPETOR IN ORDNE WIT TE UIDING ODE. INSTTION OF GROUTED DOWES ND RODS S E ONTINUOUSY INSPETED Y TE TESTING ORTORY, TO ENSURE TT OES RE OF PROPER DIMETER ND ENGT, RE PROPERY ENED, ND TT DOWES ND RODS RE INSTED IN ORDNE WIT TE MNUFTURER S PRINTED INSTTION INSTRUTIONS (MPII). 6. NORS S E INSTED PERPENDIUR TO TE FE OF TE ONRETE, UNESS OTERWISE INDITED ON TE DRWINGS. 7. TE ONTRTOR S RETE TEMPTE FOR E NOR ROD GROUP PRIOR TO FRITING OES IN ONNETION PTES. TEMPTES S E MDE FTER OTING EXISTING REINFORING STEE WIT FERROSN OR SIMIR NON-DESTRUTIVE REINFORING IMGING DEVIE. POSITION NOR OES SO S NOT TO ONFIT WIT TE EXISTING REINFORING. NOR POSITIONS MY E DJUSTED IN TE FIED MXIMUM OF /" FROM TE DIMENSIONS SOWN ON TE DETIS, TO VOID ONFIT WIT TE EXISTING REINFORING STEE.. SUMIT DRWINGS OF TEMPTES FOR NOR ROD GROUPS SOWING OE OTIONS PRIOR TO FRITION OF ONNETION PTES. 9. OES S E DRIED WIT MMER DRI. ORED OES RE NOT PERMITTED. DIMETER OF OES DRIED IN TE ONRETE S E TE SIZE REOMMENDED Y TE MNUFTURER FOR TE RESPETIVE NOR SIZE. 0. IMPORTNT: FTER DRIING, DUST ND OTER FOREIGN MTTER S E OWN OUT OF TE OE WIT OMPRESSED IR. DO NOT FUS WIT WTER. EN SIDES OF OE S REOMMENDED Y MNUFTURER. OES MUST E DRY.. NDONED OES DRIED IN TE ONRETE S E OMPETEY FIED WIT NONSRINK GROUT.. OES IN ONNETION PTES S E NO MORE TN /6" RGER TN TE NOR DIMETER. IF RGER DIMETER OES RE NEESSRY FOR ERETION PURPOSES, TE ONTRTOR S PROVIDE PTE WSERS SUFFIIENTY WEDED TO TE ONNETION PTE TO TRNSFER TE SPEIFIED OD. PRE-ENGINEERED MET UIDING FRME ND PURINS PRE-ENGINEERED MET UIDING FRME ND PURINS. TE PRKING STRUTURE ND TRNSFORMER STORGE UIDING RE TO E PRE-ENGINEERED MET UIDINGS. TE FOOWING RE TO E DESIGNED ND FURNISED Y QUIFIED MET UIDING MNUFTURER WO IS URRENTY IS ERTIFIED:. FRG.. RIGID FRMES ND PORT FRMES.. PURINS. D. W GIRTS ND RETED RING. E. ND W RING. F. PIPE OR TUE OUMNS SUPPORTING MET UIDING FRMES. G. STEE WIDE FNGE OUMNS T END WS RE TO E SUPPIED Y TE PRE-ENGINEERED MET UIDING MNUFTURER. SOME OF TESE END W OUMNS MY SUPPORT ONVENTION STEE EM FRG S WE. REFER TO TE FRG PNS.. GENER ONTRTOR S PROVIDE ND SET NOR OTS, DESIGNED Y TE PRE-ENGINEERED UIDING MNUFTURER, PER PRE-ENGINEERED UIDING MNUFTURER'S DRWINGS. NOR OTS TO E 07 WIT STNDRD EX EDS OR 6 TREDED RODS WIT STNDRD NUTS ON OTTOM WIT TREDS FUY ENGGED. J-OTS RE NOT OWED.. DESIGN ODS S E PPIED IN TE FOOWING UTIMTE OTIONS:. D W D = UIDING DED OD. D = IVE OD OR SNOW 0.9 D + W WERE: = OTER ODS. D W R W = WIND OD. D E R E = SEISMI OD 4. FOR TE PURPOSE OF UTING WIND FORES ON TE MET UIDING SYSTEM, UIDINGS S E ONSIDERED PRTIY ENOSED. 5. SUMIT DESIGN UTIONS, SEED Y PROFESSION ENGINEER, REGISTERED IN TE STTE OF TEXS FOR FRG PNS, ERETION DRWINGS, ET., TO TE RITET S SPEIFIED. 6. PROVIDE WSERS T OTED ONNETION IF IRTED TORQUE WREN IS USED FOR TIGTENING OF NUTS. OORDINTE WIT ERETOR. 7. TE MET UIDING MNUFTURER S ENGINEER S PERFORM SITE OSERVTIONS DURING TE OURSE OF TE MET UIDING ONSTRUTION TO ONFIRM TT TE WORK IS PROGRESSING IN ORDNE WIT TE ONTRT DOUMENTS ND SOP DRWINGS. PROJET OSERVTION REPORT S E PROVIDED TO TE OWNER ND RITET. TE ONTRTOR S MKE ORRETIVE WORK REQUIRED TO MKE NON-OMPINT ITEMS EPTE TO TE ENGINEER PRIOR TO ONTINUING WIT NY FINIS WORK. T TE END OF TE JO, TE MNUFTURER S PROFESSION ENGINEER, REGISTERED IN TE STTE OF TEXS, S SUMIT SEED ETTER TO TE OWNER ND RITET STTING TT TE DESIGN ND ONSTRUTION OF TE MET UIDING IS IN OMPINE WIT TE ONTRT DOUMENTS, TE PROJET SOP DRWINGS, ND PPIE UIDING ODES.. PRE-ENGINEERED STEE STRUTURE ND ONNETIONS, ET., S SO E SUJET TO INSPETION Y N INDEPENDENT ORTORY, S SPEIFIED. MET DEK. DEK S E /" DEEP, GUGE, WIDE RI, GVNIZED MET DEK, WIT 6" RI SPING, MEETING TE REQUIREMENTS OF TE STEE DEK INSTITUTE.. DEK S E ONTINUOUS OVER TREE OR MORE SPNS.. TYPI DEK ONNETIONS S E S FOOWS: T E SUPPORT: PUDDE WEDS T E SIDE P ND T INTERMEDITE RIS T N VERGE SPING OF " ON ENTER, NOT TO EXEED ON ENTER. T SIDE PS: SREWS EQUY SPED ETWEEN SUPPORTS, NOT TO EXEED 6" ON ENTER. T EXTERIOR SIDES, PRE TO DEK SPN: PUDDE WEDS T " ON ENTER. 4. SREWS S E "TEKS" #-4X/4" W #. 5. PUDDE WEDS S E FU-FUSION, 5/ DIMETER (IMUM) OR EQUIVENT WEDS, MDE TROUG WED WSERS. MET ROUND WEDS S E OMPETEY INTT FTER WEDING. 6. TE MET DEK ON TIS PROJET IS REQUIRED TO PERFORM S STRUTUR DIPRGM. WEDS ND SREWS RE RITI TO TE SUESSFU PERFORMNE OF TE DIPRGM. 7. SUSPENDED EIING, IGT FIXTURES, DUTS OR OTER UTIITIES S NOT E SUPPORTED Y TE STEE DEK. 9. TE FOOWING S PPY TO PNS IN TESE DRWINGS:. WIND RING SOWN IN TE PNE OF TE IS SEMTI ND IS PROVIDED TO RE TE UIDING UNDER WIND PERPENDIUR TO PRIMRY RIGID FRMES. DIGON ROD RING WIT TURNUKES OR EVISES S E USED.. W WIND RING MUST E PROVIDED T OTIONS SOWN, EXEPT S NOTED EOW. FOR RES RUNNING PRE TO PRIMRY RIGID FRMES ONY, RES MY E OMITTED IF MET W PNES TING S DIPRGM N RESIST TE REQUIRED WIND FORES. MOUNTED MENI UNITS. MOUNTED MENI UNIT OTIONS ND DESIGN WEIGTS RE SOWN ON TE FRG PNS. ONTRTOR S NOTIFY TE ENGINEER IF TU SIZES, WEIGTS, OR OTIONS DIFFER FROM TOSE SOWN ON TE FRG PNS. PROVIDE DDITION STEE FRG, S DETIED, FOR SUPPORT OF RTU URS.. W WIND RING S ONSIST OF EITER DIGON ROD RING OR PINNED-SE PORT FRMES, UNESS NOTED OTERWISE. WERE ROD RING IS USED, OTE RODS S OSE S POSSIE TO OUTSIDE FNGE OF OUMN. REFER TO PN OTIONS NOTED "X- RE" FOR VIE W RES. D. REFER TO SPEIFITIONS FOR TER DRIFT OF PRIMRY FRMES. TER DRIFT IMIT FOR WIND PERPENDIUR TO PRIMRY FRMES S E EIGT TO (IN INES) /00. E. PROVIDE TEMPORRY WIND RING S REQUIRED UNTI FIN RING IS IN PE. 0. PURINS SUPPORTING TE STNDING SEM MET DEK S E STNDRD RO-FORMED "Z" SETIONS OR EQUIVENT SPES OMPTIE WIT TE DEK SYSTEM. MTERI, GUGE, SPIING ND ROSS-SETION RE TO E DETERED Y TE MET UIDING MNUFTURER.. DESIGN IGT-GUGE STEE MEMERS IN ORDNE WIT ISI "SPEIFITION FOR DESIGN OF OD- FORMED STEE STRUTUR MEMERS," IVE OD DEFETIONS IMITED TO /40 TYPI ND /60 OVER RES WIT PSTER EIINGS. WERE OES RE REQUIRED IN PURIN OTTOM FNGE FOR MENI ND EETRI NGERS, REDUTION OF SETION S E OUNTED FOR IN DESIGN. STRUTUR STEE. OTE PURINS WERE INDITED ON TE RITETUR DRWINGS T GUTTERS, RIDGES, ET., ND WERE INDITED ON TE STRUTUR DRWINGS FOR INTERFE WIT TE STRUTUR STEE RING. PROVIDE DDITION PURINS WERE OSER SPING T PERIMETER IS REQUIRED Y ODING, OTERWISE PURIN SPING S NOT EXEED 5'-0".. OORDINTION OF TE STRUTURE ND TE RITETUR SETIONS ND EEVTIONS IS RITI TO PROPER STRUTUR STEE FRITION. EEVTIONS OF TOP OF STRUTUR STEE RE SOWN ON TE RITETUR PNS ND SETIONS. REFER TO TESE SETIONS ND DETIS TO SET TE STEE EEVTIONS ND TO UNDERSTND TE RITETUR INTENT.. TOERNE REQUIREMENTS - STRUTUR DRWINGS INDITE MISENEOUS STEE EEMENTS SU S SEF NGES, INTES, SUPPORT MEMERS FOR URTIN WS OR MSONRY, ND EDGE NGES FOR OPENINGS ND PERIMETER ONDITIONS WI RE INTENDED TO SUPPORT OR E OORDINTED WIT MTERIS FURNISED Y OTER TRDES. IT IS TE INTENT OF TESE DRWINGS TT TESE EEMENTS E FIED TTED Y FIED WEDING OR OTING TO MEET TE TOERNES REQUIRED Y OTER TRDES, WI MY E MORE STRINGENT TN.I.S.. TOERNES FOR STRUTUR STEE. ONTRTOR S OORDINTE TRDES ND FIED INST MISENEOUS STEE EEMENTS ND TE STRUTUR STEE FRME TO OMPY WIT TE TOERNE RITERI FOR PROPER INSTTION OF MTERIS Y OTER TRDES.. SI DESIGN ODS ND OTER ODS S E S FOOWS:. SI DESIGN ODS, IN DDITION TO DED OD, INUDE IVE OD ND WIND OD.. OTER ODS INUDE DDITION DED ODS OVER ND OVE WEIGT OF MET UIDING SYSTEM SU S MENI, EETRI, PUG, FIRE PROTETION SYSTEMS, ND EIING SYSTEMS. INSUTION WEIGT IS ONSIDERED PRT OF MET UIDING SYSTEM.. DESIGN E MEMER TO WITSTND FORES RESUTING FROM OTIONS OF ODS TT PRODUE MXIMUM STRESSES IN TT MEMER, S FOOWS: ) IVE OD: 0 PSF ) DED OD: WEIGT OF PURINS, DEK, ND INSUTION UTED Y MNUFTURER.. STRUTUR STEE MTERI S ONFORM TO TE FOOWING DESIGNTIONS: WIDE FNGE (W) SPES ND TEES 99 (50 KSI YIED) OTER ROED SPES, PTES ND RODS 6 (6 KSI YIED) OOW STRUTUR SPES (SS) 500, GRDE (4 KSI YIED ROUND/46 KSI YIED SQURE) PIPE 5, GRDE (5 KSI YIED) OTS FOR ONNETIONS 5N NOR OTS (NOR RODS)F 554 (6 KSI YIED) 4. PREDESIGNED EM ONNETION DETIS RE SOWN ON SEETS S50 ND S50. OTER TYPI ONNETIONS RE SOWN IN S. ONNETIONS WI RE NOT SPEIFIY DETIED S E DESIGNED Y TE FRITOR IN ORDNE WIT TE ONNETION NOTES ND SPEIFITIONS. ) OTER OD: ) MENI, EETRI, PUG 5 PSF. ONENTRTED ODS GRETER TN 00 POUNDS REQUIRE SPEI DESIGN. ) DDITION ODS: DDITION PURINS MY E REQUIRED. REFER TO TE DRWINGS FOR OTIONS OF DDITION EQUIPMENT. TE ONTRTOR/MNUFTURER S OORDINTE PURIN DESIGNS WIT MENI, EETRI, OR OTER EQUIPMENT REGRDESS OF WETER IT IS OTED ON DRWINGS. REVIEW PIPE NGER MPS TO E USED TO IMIZE TORSION ON TE PURINS. 4) WIND ODS: REFER TO SPEIFITIONS FOR WIND ODS. O REG. NO. F-9 Dallas ustin San ntonio KEY PN 4/6/07 9:0:5 M :\Users\kelly.DTUM\Documents\Revit 06 ocal\ EP orpus hristi - Struct_kthibodeaux.rvt 5. MOMENT ONNETIONS S E FU WEDED ONNETIONS DESIGNED TO DEVEOP TE FU ROSS- SETION OF TE MEMER. STIFFENER PTES, WERE SOWN, RE MNDTORY ND MY NOT E OMITTED. MOMENT ONNETIONS RE INDITED ON TE PNS Y TRINGUR U ON TE END OF TE EM, OR Y TE ETTERS "M". 6. NTIEVER EMS MOMENT ONNETED TO TE FRME S E TE SME SIZE S TE K-UP SPN IF NO SIZE IS GIVEN. 7. OTS S E TIGTENED TO "SNUG TIGT" ONDITION.. K TO K NNES OR DOUE NGES TING S OMPRESSION MEMERS S E ONNETED TO E OTER T TIRD POINTS ONG TE ENGT Y WEDING IN SPER PTES OF EQU TIKNESS TO TE GUSSET PTES. UNEQU EG NGES S E ORIENTED ONG EG DOWN UNESS NOTED OTERWISE. 9. TEMPORRY ONSTRUTION RING OF STRUTUR STEE FRME S RE IN PE UNTI FTER PERMNENT RING OMPONENTS VE EEN OMPETED. TE TER-OD-RESISTING SYSTEM OF TE UIDING INUDES DESIGNTED WIND RES, ONRETE TIT WS, ND ONNETING DIPRGM EEMENTS. TE OMPETED ONRETE FI ON MET DEK IS N ESSENTI DIPRGM OMPONENTS OF TE PERMNENT RING SYSTEM. 0. WIND RES IN TE VERTI PNE RE DENOTED Y "W" ON TE PN. SEE WIND RE DETIS FOR ONFIGURTIONS.. SEF NGES SOWN S ONTINUOUS IN TE SETIONS S E INSTED IN 0'-0" MXIMUM ENGTS, EVING " GP ETWEEN ENDS ND T ORNERS. OTE GPS TO MT MSONRY ONTRO JOINTS. T UIDING EXPNSION JOINT, EVE GP TO MT EXPNSION JOINT WIDT.. ONNET MISENEOUS STEE MEMERS USING FIET WEDS SUFFIIENT TO DEVEOP TE TENSIE STRENGT OF TE SMER MEMER T TE JOINT UNESS SOWN OTERWISE.. STEE S E FURNISED WIT SOP OT OF RUST INIITIVE PRIMER EXEPT STEE DESIGNTED TO E GVNIZED. 4. WERE NGES RE NOTED TO E ONTINUOUS, PROVIDE FU UTT WED T SPIES. 5. PROVIDE 5 TONS OF DDITION STRUTUR STEE TO E USED IN TE FIED S DIRETED Y TE RITET/ENGINEER. OR FOR DETIING, FRITION, ND ERETION S E INUDED. NY UNUSED PORTION OF TIS QUNTITY S E REDITED TO TE OWNER T TE RTE OF $00 PER TON. 4. DESIGN RIDGING OR OTER TER RING S REQUIRED TO PREVENT UKING ND TWISTING DUE TO UPIFT PRESSURE ND OTER ODS. 5. PROVIDE ROSS RIDGING OR OKING ETWEEN PURINS T NGERS SUPPORTING MORE TN 75 POUNDS. 6. TE MNUFTURER IS RESPONSIE FOR PURIN MEMER DESIGN, ONNETIONS, RING ND TTMENTS TO TE STRUTUR FRME. SUMIT UTIONS WIT ENGINEER'S SE FOR DESIGNS. 7. RIGID ENTS EEVTIONS SOWN RE SEMTI REPRESENTTION ND MY OR MY NOT REFET TU GEOMETRI ONFIGURTION OF EMS ND OUMNS. WERE INDITED, MEMER SIZE IMITS MUST E DERED TO. SO REFER TO RITETUR PN DETIS FOR MXIMUM FRME ND WIND ENT OUMN DIMENSIONS. INRESE TIKNESS OF FNGES ND WES S REQUIRED TO TIN TESE DIMENSIONS.. W GIRTS RE TO E DESIGNED TO SPN ND RE TE TOP OF EXTERIOR STUD WS S DEFINED ON TE RITETUR W SETIONS. IMIT DEFETION OF GIRTS TO TE FOOWING WEN SUJETED TO 70 PERENT OF FU DESIGN WIND PRESSURE OR SUTION: IF RING MSONRY VENEER /600 IF RING FINISED DRYW INTERIOR /60 WIT FEXIE SETING /40 Dwg. oord.: Tech. oord.: # DTE NGE DESRIPTION uthor GENER NOTES IDDING ND PERMIT DOUMENTS ORPUS RISTI MERIN EETRI hecker S0 PORTIONS OF TIS DRWING MY NOT E TO SE. TEREFORE, TIS DRWING S NOT E SED. OPYRIGT 07 DTUM ENGINEERS, IN.

4 TW-5/S60 06 Moody/Nolan Inc. TW-7/S60 TW-6/S60 TW-5/S60 TW-9/S60 W- D. D D. D /S70 TW-/S60 E E F TW-4/S60 F F. TW-6/S60 F. G G. 5. TW-0/S60 TW-/S60 J TW-/S60 J 4/S /S70 W- 5. /S70 W-. TW-/S60 TW-/S60 TW-4/S60 J J. TW-/S60 TW-7/S60 TW-/S60.. M M O REG. NO. F-9 Dallas ustin San ntonio N N KEY PN P TW-/S604 TW-9/S60 P 4/6/07 9:0:55 M :\Users\kelly.DTUM\Documents\Revit 06 ocal\ EP orpus hristi - Struct_kthibodeaux.rvt Q R.6 TW-0/S Q R OVER /6" = '-0" Dwg. oord.: Tech. oord.: # DTE NGE DESRIPTION uthor OVER FOUNDTION FRG PN IDDING ND PERMIT DOUMENTS ORPUS RISTI MERIN EETRI hecker S0 PORTIONS OF TIS DRWING MY NOT E TO SE. TEREFORE, TIS DRWING S NOT E SED. OPYRIGT 07 DTUM ENGINEERS, IN.

5 06 Moody/Nolan Inc. 4/6/07 9:0:57 M :\Users\kelly.DTUM\Documents\Revit 06 ocal\ EP orpus hristi - Struct_kthibodeaux.rvt E F G J 40'-0" 0'-0" 0'-0" 0'-0" 0'-0" 40'-0" 0'-0" 9 " 9 " 9 " WX4, P- P, 6/S0 WX4, P- P, 6/S0 6". S-ON-VOID OX REINF. W/ #5@ T & (SORT SPN) #4@ " T & (ONG SPN). '-4 /" S605 " / " S605 TW " 5" 5" 9" 9 " S605 TW-4/S60 6'-5 /4" TW-/S60 TW- TW- TW-/S60 TW-5 TW-5/S60 TW-6 TW-6/S60 6 TW-/S60 TW- 7 4'-7" 5'-0" 6'- / '-0 7/ 5'-0" 5'-0" 5'-0" 0'-0 /4" 4'- " 7'- 7/ 7'-0 / P, 6/S0 P4, 6/S0 P4, 6/S0 P, 6/S0 P, 6/S0 SS6X6X, P- SS6X6X, P- SS6X6X, P- SS6X6X/, P- SS6X6X/, P- P4, /S0 P4, 7/S0 P, 7/S0 P4, 7/S0 P4, 7/S0 P4, 6/S0 5" S-ON-GRDE SEE S0 FOR DETIS & REINF., U.N.O. SS6X6X, P- SS6X6X, P- SS6X6X, P- SS6X6X, P- SS6X6X, P- P4, /S0 P4, 7/S0 P4, 7/S0 P, 7/S0 P, 7/S0 P, 6/S0 P, 6/S0 PERIMETER OUMNS P, 6/S0 S605 9 " SS6X6X, P- SS6X6X, P- SS6X6X, P- SS6X6X, P- SS6X6X, P- SS6X6X, P- P5, /S0 P, 7/S0 P, 7/S0 P, 7/S0 P, 7/S0 P, 7/S0 P, 6/S0 OUMN RE-ENTRNT ORNERS P4, 6/S0 S605 P4, 6/S0 P4, 6/S0 P5, 6/S0 P5, 6/S0 P5, 6/S0 P5, 6/S0 P4, 6/S0 P4, 6/S0 9 TW-9 P, 6/S0 TW-9/S60 P, 6/S0 P6, 6/S0 P4, 6/S0 P4, 6/S0 P4, 6/S0 5" EXT. DOORS P4, RO-UP DOORS TEEOM & NETWORK SOPS SEE S0 FOR DETIS & REINF. TW-7 TW-7/S60 SS6X6X, P- P, 7/S0 S605 P, 6/S0 0 TW-0/S60 TW-0 9 P4, 6/S0 0. TW-/S60 TW- P6, 6/S0 P6, 6/S0 P6, 6/S0 P5, 6/S0 P6, 6/S0 P6, 6/S0 P6, 6/S0 P, EXT. DOORS TW- TW-/S60 TREN DRIN TW- 4/S60 METER SOP SEE S0 FOR DETIS & REINF. SOPE P4, 6/S0 P5, EXT. RO-UP DOORS FOUNDTIO PN - RE TW-4 TW-4/S60.6 P5, 6/S0 P6, 6/S0 9 P4, 6/S0 P6, 6/S0 O REG. NO. F-9 Dallas ustin San ntonio KEY PN Dwg. oord.: uthor Tech. oord.: # DTE NGE DESRIPTION FOUNDTION FRG PN - RE IDDING ND PERMIT DOUMENTS ORPUS RISTI MERIN EETRI hecker S0 PORTIONS OF TIS DRWING MY NOT E TO SE. TEREFORE, TIS DRWING S NOT E SED. OPYRIGT 07 DTUM ENGINEERS, IN.

6 06 Moody/Nolan Inc. 4/6/07 9:0:5 M :\Users\kelly.DTUM\Documents\Revit 06 ocal\ EP orpus hristi - Struct_kthibodeaux.rvt E J. SS6X6X, P- P5, 7/S0 SS6X6X, P- P5, 7/S0 TW TW-/S '-6 5/ 4'-5 / 6'-4 / TEEOM & NETWORK SOPS SEE S0 FOR DETIS & REINF. P4, 6/S0 P6, 6/S0 P6, 6/S0 S605 '-0 / P5, 6/S0 SS6X6X, P-6 P, /S0 WIND RE 5 SS6X6X, P-6 P,, /S0 P5, 6/S0 /S70 W- TW-/S60 6'-4 /4" S605 TW- P6, 6/S0 7" 9/ 5 5. P5, 6/S0 P, 6/S0 P, 6/S0 6 W4X6, P- W4X, P- W4X, P- P4, 6/S0 P4, 6/S0 P4, 6/S0 P, 6/S0 5'-7" 7 W4X, P-4 P4, /S0 TW-7/S60 TW7 9 TW5 TW-5/S60 W4X, P-5 /S70 P4, /S0 SSXX/, P- SSXX, P- SSXX, P- SSXX, P- SSXX, P- SSXX, P- SSXX, P- P4, /S0 P4, 7/S0 P4, 7/S0 P4, 7/S0 P4, 7/S0 P4, 7/S0 P4, 7/S0 P, 6/S0 W4X6, P- P5, 6/S0 SIM. P, 6/S0 P5, 6/S0 EXT. DOOR 4'- 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" EXT. DOORS EXT. RO-UP DOORS WIND RE 5 SOPE SOPE TREN DRIN SOPE P6, 6/S0 P6, 6/S0 P6, 6/S0 P6, 6/S0 P6, 6/S0 P6, 6/S0 P6, 6/S0 P6, 6/S0 W- S-ON-GRDE SEE S0 FOR DETIS & INETRUK YS & STORGE RE SOPE TREN DRIN NON-OD ERING MU W 6 U.N.O. S0 W4X, P-4 W4X, P- W4X, P- W4X6, P- P4, /S0 P4, 6/S0 P4, 6/S0 P6, 5/S0 4 S0 S04 SSXX, P- P4, 7/S0 4 S0 TW-6/S60 SSXX, P- P6, S04 WIND 5 MU W TREN 6 RE /S70 U.N.O. DRIN S0 W4X, P- W4X, P- W4X, P-4 W4X, P-5 W- W4X, P-4 W4X, P- W4X, P- W4X6, P- P4, 6/S0 P4, 6/S0 P4, /S0 P4, /S0 P4, /S0 P4, 6/S0 P4, 6/S0 P6, TREN DRIN SE P6, 6/S0 P6, 6/S0 P6, 6/S0 P6, 6/S0 P6, 6/S0 P6, 6/S0 P6, 6/S0 P6, 6/S0 P, TREN DRIN RO-UP DOORS.9 P4, 6/S0 P4, 6/S0 7" P4, 6/S0 PERIMETER OUMNS P4, 6/S0 T.O. W E. = TW-6 FOUNDTION PN - RE '- RE, U.N.O. RO-UP DOORS 4 '- " '-" 6'-5" '- " 44'-5 /4" 44'-6 EXT. DOORS '- " 5'-7" 49'-9" '- /" '- " D D. F O REG. NO. F-9 Dallas ustin San ntonio KEY PN Dwg. oord.: Tech. oord.: PORTIONS OF TIS DRWING MY NOT E TO SE. TEREFORE, TIS DRWING S NOT E SED. OPYRIGT 07 DTUM ENGINEERS, IN. uthor # DTE NGE DESRIPTION FOUNDTION FRG PN - RE IDDING ND PERMIT DOUMENTS ORPUS RISTI MERIN EETRI hecker S0

7 06 Moody/Nolan Inc. P6, 6/S0 P4, 6/S0 P6, 6/S0 TREN EXT. RO-UP RO-UP DOOR P6, 6/S0 TW- TW-/S604 S04 TW-/S60 TW-0 TW P5, 6/S0 P5, 6/S0 P5, 6/S0 W4X, P- W4X, P- P5, 5/S0 P5, 5/S0 W4X, P- P5, TREN DRIN TW-0/S604 W4X, P- P5, TREN DRIN P4, 6/S0 S04 TW-9/S60 TW-9 P5, 6/S0 9 " TREN DRIN P6, 6/S0 P5, 6/S0 RO-UP EXT. DOOR '- " '-4 5/ 0'-0" 0'-0" 0'-0" 9'-5" 5'-7". M N P Q R O REG. NO. F-9 Dallas ustin San ntonio '-" RE '-" U.N.O. 7'-7/ 49'-" '-47/ KEY PN P, 6/S0 P, 6/S0 P, 6/S0 4/6/07 9:0:59 M :\Users\kelly.DTUM\Documents\Revit 06 ocal\ EP orpus hristi - Struct_kthibodeaux.rvt EQ EQ P, 6/S0 P, 6/S0 EQ P, 6/S0 EQ P, 6/S0 P, 6/S0 FOUNDTION PN - RE 0 Dwg. oord.: Tech. oord.: # DTE NGE DESRIPTION uthor FOUNDTION FRG PN - RE IDDING ND PERMIT DOUMENTS ORPUS RISTI MERIN EETRI hecker S0 PORTIONS OF TIS DRWING MY NOT E TO SE. TEREFORE, TIS DRWING S NOT E SED. OPYRIGT 07 DTUM ENGINEERS, IN.

8 06 Moody/Nolan Inc " 4'- 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 7'-5" 7" TW-/S60 0X0 (OW) 0X0 (OW) 0X0 (IG) 0X0 (OW) 0X0 (OW) 0X0 (OW) 0X0 (IG) 0X0 (OW) W- /S70 4 W4X4 S0 S0 /S70 W- 0X0 (OW) 0X0 (OW) 0X0 (IG) 0X0 (OW) 0X0 (OW) 0X0 (IG) 0X0 (OW) 0X0 (OW) W4X4 W4X4 W4X4 0X0 (OW) 0X0 (OW) 0X0 (IG) 0X0 (OW) TW-6/S60 '- " 44'-5 /4" 44'-6 /" '- /" D D. F..4.5 INTERMEDITE STEE FRG PN - RE O REG. NO. F-9 Dallas ustin San ntonio KEY PN /6/07 9:0:59 M :\Users\kelly.DTUM\Documents\Revit 06 ocal\ EP orpus hristi - Struct_kthibodeaux.rvt 0. 4/S60 0X0 (IG).O.S. E. = '-0" 0X0 (OW).O.S. E. = 0'-0" W4X4 0X0 (IG) 0X0 0X0 (OW).O.S. E. = '-0" STIR INTERMEDITE NDING /4" = '-0" /4" = '-0" 4 W4X4 Dwg. oord.: Tech. oord.: PORTIONS OF TIS DRWING MY NOT E TO SE. TEREFORE, TIS DRWING S NOT E SED. OPYRIGT 07 DTUM ENGINEERS, IN. uthor # DTE NGE DESRIPTION PRTI PNS IDDING ND PERMIT DOUMENTS ORPUS RISTI MERIN EETRI hecker S0

9 Moody/Nolan Inc TW-5/S60 TW-7/S60 TW-6/S60 TW-5/S60 TW-9/S60 D. D W- /S70 D D. TW-/S60 E E F TW-4/S60 F F. TW-6/S60 F. G G. 5. TW-0/S60 TW-/S60 J TW-/S60 J 4/S /S70 W- 5. /S70 W-. TW-/S60 TW-/S60 TW-4/S60 J J. O REG. NO. F-9 Dallas ustin San ntonio KEY PN TW-/S60 TW-7/S60 TW-/S60.. M M 4/6/07 9:0:00 M :\Users\kelly.DTUM\Documents\Revit 06 ocal\ EP orpus hristi - Struct_kthibodeaux.rvt N P Q R.6 TW-/S604 TW-0/S604 TW-9/S N P Q R OVER /6" = '-0".9 Dwg. oord.: Tech. oord.: # DTE NGE DESRIPTION uthor OVER PN IDDING ND PERMIT DOUMENTS ORPUS RISTI MERIN EETRI hecker S0 PORTIONS OF TIS DRWING MY NOT E TO SE. TEREFORE, TIS DRWING S NOT E SED. OPYRIGT 07 DTUM ENGINEERS, IN.

10 06 Moody/Nolan Inc '-4/" 6'-0/4" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0".6 TW-7/S60 4/6/07 9:0:0 M :\Users\kelly.DTUM\Documents\Revit 06 ocal\ EP orpus hristi - Struct_kthibodeaux.rvt E F G J 40'-0" 0'-0" 0'-0" 0'-0" 0'-0" 40'-0" 0'-0" SS6X4X/ S505 M4X. OUTRIGGERS, TYP MX0 TYP MX0 /" DEK W6X6 (4) c=" 9/ W6X6 (4) c=" 9/ W6X6 (4) c=" TW-4/S60 TW-/S60 W6X6 (4) c=" TW-/S60 TW-5/S60 W_X_ TW-6/S60 6'-0 /4" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" WX50 () WX44 (7) WX44 (7) WX44 (7) WX50 (7) WX50 () WX44 (7) WX44 (7) WX44 (7) S505 /" DEK 9/ WX9 WX9 WX44 (7) WX44 (7) WX44 (7) WX44 (7) WX40 (7) WX40 (7) WX9 /" DEK TW-/S60 5 W6X (4) c=" " NORM-WEIGT ONRETE ON " MT DEK. SEE S50 & S50, TYP U.N.O. 5 WX9 W6X6 (6) c=" WX9 W4X55 (0) c=" W4X55 (0) c=" WX9 (0) TW-9/S60 RTU- 40 S W4X6 (0) c=" WX9 (0) RTU- 400 S RTU- 00 S W4X6 () c=" WX9 (0) WX9 (0) 6 WX9 (0) MOVEE PRTITION EOW (IG) WX9 (0) W4X55 W_X_ (54) c=" TW-0/S60 0'-0 /4" WX9 () WX9 (0) 7 S505 TW-/S60 (OW) WX9 () TW-/S60 W4X55 (7) c=" RTU-4 40 S WX9 () W6X6 (4) c=" 6 4/S60 W4X55 (7) c=" WX9 () W6X6 (4) c=" W6X6 (4) c=" W6X6 (4) c=" W6X6 (4) c=" W6X6 (4) 7'- 7/ WX9 () TW-4/S60 7 7'-0 / FRG PN - RE WX9 (0) W6X6 (6) c=" WX9 (0) W6X6 (6) c=" O REG. NO. F-9 Dallas ustin San ntonio KEY PN Dwg. oord.: uthor Tech. oord.: # DTE NGE DESRIPTION FRG PN - RE IDDING ND PERMIT DOUMENTS ORPUS RISTI MERIN EETRI hecker S0 PORTIONS OF TIS DRWING MY NOT E TO SE. TEREFORE, TIS DRWING S NOT E SED. OPYRIGT 07 DTUM ENGINEERS, IN.