ISSUED FOR CONSTRUCTION - VOLUME 1

Transcription

1 TERMINL ISSUED FOR ONSTRUTION - VOLUME DRWING SHEET LIST T- Title Sheet - dministration uilding Stairs & Elevators T- TITLE SHEET - Enlarged Plans - Proposed Utility Plans of - Interior Elevations - - Proposed EXISTING Utility SURVEY Plans of - Interior Elevations - PLN- OVERLL - Proposed Jointing and Grading Plan - Interior Elevations - PLN - Paving Details - Interior Elevations - Striping Details - Interior Elevations S- GENERL NOTES - Ramp Details - DETILS S- GENERL NOTES - S- Safety GENERL End Treatment NOTES Details - Room Schedule - S- Light STRUTURL Pole Foundation SYMOLS Details NNOTTIONS F- dministration uilding - FFE (Furniture, Furnishings, & - Equip.) S- Standard LSSES Water OF Details ON of MTRIXD ON OVER DETILS - Standard Water Details of F- ontrol uilding - FFE (Furniture, Furnishings, & Equip.) S- DMINISTRTION UILDING FIRST FLOOR PLN - S-R Standard DMINISTRTION Water Details FIRST of FLOOR- RENF PLN - S- Standard DMINISTRTION Water Details UILDING of SEOND FLOOR PLN S- General Notes - S- Standard DMINISTRTION Water Details UILDING of ROOF PLN S- General Notes - S- ity ONTROL of orpus hristi UILDING Standard & SEURITY Driveway Details UILDING of FOUNDTION S- General PLNSNotes - S-R ity ONTROL of orpus hristi UILDING Standard FOUNDTION Driveway Details PLN- of RENF PLN S- Structural Symbols and Notations - S- Stormwater ONTROL est UILDING Management & Practices SEURITY PlanUILDING ROOF PLNS S- lasses of onc Matrix and onc over Details S- RE ELEVTIONS - S- Partition IL TypesREINFOREMENT SHEDULE - S- Site FOUNDTION Plan IL DETILS - S- dministration ONRETE uilding FLOOR First FRMING Floor Plan IL DETILS - S- dministration FOUNDTION uilding DETILS Second Floor Plan S- FOUNDTION DETILS - dministration uilding Roof Plan S- FOUNDTION DETILS - ontrol uilding & Security Floor Plan S- OMPO STEEL FLOOR FRMING - ontrol uilding & Security uilding Roof Plans S- OMPO STEEL FLOOR FRMING - dministration uilding Reflected eiling Plan First Floor S- STEEL FRMING IL DETILS - S- dministration STEEL FRMING uilding Reflected DETILS eiling Plan Second Floor - S- ontrol STEEL uilding FRMING & Security DETILS uilding Reflected eiling Plans - dministration uilding Elevations - ontrol & Security uilding Elevations - dministration uilding Sections - dministration uilding Sections - ontrol & Security uilding Sections - dministration uilding Wall Sections S- dministration uilding First Floor Plan S- dministration uilding Second Floor Plan S- dministration uilding Roof Plan S- ontrol uilding & Security uilding Foundation Plans S- ontrol uilding & Security uilding Roof Plans S- race Elevations S- Typical Reinforcement Schedule S- Foundation Typical Details S- oncrete Floor Framing Typical Details S- omposite Steel Floor Framing S- omposite Steel Floor Framing S- Steel Framing Typical Details S- Steel Framing Details S- Steel Framing Details E- Electrical Site Plan E- dministration uilding First Floor Power Plan E- dministration uilding Second Floor Power Plan E- dministration uilding First and Second Floor Systems Plans E- ontrol uilding and Security uilding Power Plans E- ontrol uilding and Security uilding Systems Plans E- Electrical Power Riser Diagram M- HV Site Plan M- dministration uilding First Floor HV Plan M- dministration uilding Second Floor HV Plan M- ontrol uilding and Security uilding HV Plans M- ontrol uilding and Security uilding HV Schedules M- ontrol uilding and Security uilding HV Schedules M- ontrol uilding and Security uilding HV Details M- ontrol uilding and Security uilding HV Details P- dministration uilding First Floor Plumbing Plan P- dministration uilding Second Floor Plumbing Plan P- ontrol uilding and Security uilding Plumbing Plans P- dministration uilding and ontrol uilding Plumbing Roof Plans P- Plumbing Schedules - PLN-OVERLL -a dministration uilding Elevations- id lterante - PLN DETILS F- dministration uilding- Finish Plan F- ontrol uilding & Security uilding - Finish Plan L- dministration uilding- Landscaping Plan UILDING INFORMTION UILDING ODES INTERNTIONL UILDING ODE INTERNTIONL ENERGY ONSERVTION ODE INTERNTIONL FUEL GS ODE INTERNTIONL MEHNIL ODE INTERNTIONL PLUMING ODE NFP NTIONL ELETRIL ODE HTH LEGEND LEGEND OF REVITIONS.F.F..S...P. OUST. DD. DJ. GG. / LT. LUM... PPROX. RH..D. S. SPH. UTO... ER'G.M. EL. ET. VL. LK. LK'G D..W. TM. LDG..U.R. D.. D. SMT..I..I.P...ST. LG. EM. M ER. H.D. HM. HNLS. IR. IR. LR. OL. OMP. OMPR. ON..M.U. ONST. ONT. ONTR..JT. PR..G. ORR. TR. FL. S..F..Y. DPR. DMPRNG. STRUTURL ONRETE (ST- IN-PLE, PREST, ST STONE) RIK (OMMON OR FE) ONRETE MSONRY UNITS (MU) METL METL LTHE ERTH POROUS FILL (STONE OR GRVEL, ET.) LIGHTWEIGHT ONRETE (OR ON. FILL) PLYWOOD (LRGE SLE) WOOD FINISH INSULTION (LOOSE OR TT) INSULTION (RIGID) GLSS (LRGE SLE) ERMI TILE GYPSUM WLLORD (FIERORD, ET.) PLSTER, SND, EMENT, GROUT D.L. DED LOD DEMO. DEMOLISHED, DEMOLITION DMT. DEMOUNTLE DEP. DEPRESSED DTL. DETIL DIG. DIGONL OVE FINISHED FLOOR DIM. DIMETER OVE SUSPENDED DIM. DIMENSION EILING DIV. DIVISION ESS PNEL DR. DOOR OUSTIL D.. DOULE-TING DDENDUM D.H. DOULE HUNG DJENT DT. DOVETIL NHOR GGREGTE DTS. DOVETIL NHOR IR ONDITIONING SLOT LTERNTE D.S. DOWNSPOUT LUMINUM DRD. DRINORD NHOR OLT D. DRWER PPROXIMTE DWG. DRWING RHITET (URL) D.F. DRINKING FOUNTIN RE DRIN DW. DUMWITER SESTOS SPHLT UTOMTI E.F. EH FE ELE. ELETRI (L) E.P. ELETRIL K OF UR PNELORD ERING E.W.. ELETRI WTER ENH MRK OOLER ELOW EL. ELEVTION ETWEEN ELEV. ELEVTOR EVELED EMER. EMERGENY LOK EN. ENLOSURE LOKING EQ. EQUL ORD EQUIP. EQUIPMENT OTH WYS ES. ESLTOR OTTOM EST. ESTIMTE UILDING EX. EXVTE UILT-UP ROOFING EXH. EXHUST ULLETIN ORD EXIST. EXISTING E.J. EXPNSION JOINT E.MTL.PL. EXPNDED METL INET PLTE DMIUM E.. EXPNSION OLT SEMENT EXP. EXPOSED ST IRON EXT. EXTERIOR ST-IN-PLE ONRETE ST STONE EILING F.. FE RIK EMENT F.O.. FE OF ONRETE ENTIMETER (S) F.O.F. FE OF FINISH ERMI F.O.M. FE OF MSONRY HLKORD F.O.S. FE OF STUD HMFER FS. FSTEN, FSTENER HNNELS F.D. FIERORD IRLE F.GL. FIERGLSS IRUMFERENE FIN. FINISH(ED) LER(NE) F.F.E. FINISH FLOOR OLUMN ELEVTION OMPOSITION F.F.L. FINISH FLOOR LINE OMPRESS(ED) F.. FIRE LRM (ION) (ILE) F.RK. FE RIK ONRETE F.E. FIRE EXTINGUISHER ONRETE MSONRY F.E.. FIRE EXTINGUISHER W/ UNIT RKET MOUNT ONSTRUTION F.E.. FIRE EXTINGUISHER W/ ONTINUOUS, INET ONTINUE F.HS. FIRE HOSE INET ONTRT (OR) F.P. FIREPROOF ONTROL JOINT F.R.. FIRE-RESISTNT OPPER OTING ORNER GURD F.RT. FIRE-RETRDNT ORRUGTED FLSH'G FLSHING OUNTER FH.M.S. FLTHED MHINE OUNTERFLSHING SREW OUNTERSINK FH.W.S. FLTHED WOOD UI FEET SREW UI YRD FLEX. FLEXLE FLR. FLOOR (ING) FLO FLOOR LEN OUT DMPER F.D. FLOOR DRIN DMPPROOFING F.PL. FLOOR PLTE FLUOR. FLUORESENT F.JT. FLUSH JOINT FT'G FOUND. FR. FR.. F.S. F..O. OWNER FURR. FUT. FOOTING FOUNDTION FRME (D) (ING) FRESH IR FULL SIZE FURNISHED Y FURR(ED), (ING) FUTURE G GGE, GUGE GLV. GLVNIZED G.I. GLVNIZED IRON G.P. GLVNIZED PIPE G.S.S. GLVNIZED STEEL SHEET GKT. GSKET (ED) G.. GENERL ONTRTOR GL. GLSS, GLZING GL.LK. GLSS LOK G..M.U. GLZED ONRETE MSONRY UNIT G.S.T. GLZED STRUTURL TILE G.. GR R GD. GRDE, GRDING GRN. GRNITE GVL. GRVEL G.F. GROUND FE GT. GROUT G. GUTTER GYP.D. GYPSUM DRY WLL GYP.L. GYPSUM LTH GYP.PL. GYPSUM PLSTER GYP.TL. GYPSUM TILE HH. HNDHOLE HD. HRDORD HDW. HRDWRE HD.WD. HRDWOOD H.JT. HED JOINT HDR. HEDER HT'G HETING HV HETING / VENTILTING / IR ONDITIONING HT. HEIGHT H.. HOLLOW ORE H.M. HOLLOW METL HO. HOOKS HOR. HORIZONTL H.. HOSE I ININ. INL. I.D. INSUL. INT. ILK. INTM. INV. I.P.S. ININERTOR INLUD(ED) (ING) INSIDE DIMETER INSULTE (D) (ING) INTERIOR INTERLOK INTERMEDITE INVERT IRON PIPE SIZE J.. JNITOR'S LOSET JT. JOINT J.F. JOINT FILLER J. JOIST K.PL. KIT. K.O. LL. L. LD. L.. LM. LV. with local amendments with local amendments with local amendments with local amendments with local amendments with local amendments SYMOL LEGEND NEW OR REQD. ELEV. EXIST. POINT ELEV. REVISION PRTITION E DOOR KEY OLUMN GRID KIKPLTE KITHEN KNOK OUT LEL LORTORY LDDER LG OLT LMINTE (D) LVTORY L.H. LEFT HND L. LENGTH LT. LIGHT L.. LIGHT ONTROL LP. LIGHTPROOF LW. LIGHTWEIGHT LW.. LIGHTWEIGHT ONRETE LMST. LIMESTONE LNTL. LINTEL L.L. LIVE LOD LVR. LOUVER L.PT. LOW POINT M.. MHINE OLT MH. MNHOLE MNUF. MNUFTURE (ER) MR. MRLE MS. MSONRY M.O. MSONRY OPENING MTL. MTERIL (S) MX. MXIMUM MEH. MEHNIL M.. MEDIINE INET MED. MEDIUM MR. MEMER MEM. MEMRNE MTL. METL M.F.D. METL FLOOR DEKING MTL. FURR'G METL FURRING M.R.D. METL ROOF DEKING MTL. THR. METL THRESHOLD M METER MM MILLIMETER M.WK. MILLWORK MIN. MINIMUM MIRR. MIRROR MIS. MISELLNEOUS MOD. MODULR MLD. MOLDING, MOULDING M.R. MOP REEPTOR MTD. MOUNT (ED), (ING) MULL. MULLION NL. NILLE NT. NTURL NI. NIKEL N.R. NOISE REDUTION N.R.. NOISE REDUTION OEFFIIENT NOM. NOMINL N. NORTH N.I.. NOT IN ONTRT N.T.S. NOT TO SLE OS. O.. OP. OPEN'G O.J. OPP. O.H. OP.S. O.D. O.H.M.S. O.H.W.S. O. PNT. PNL. P.. P.T.D. P.T.R. PR. OSURE ON ENTER OPQUE OPENING OPEN-WE JOIST OPPO OPPO HND OPPO SURFE OUTSIDE DIMETER OVLHED MHINE SREW OVLHED WOOD SREW OVERLL PINT, (ED) PNEL PNI R PPER TOWEL DISPENSER PPER TOWEL REEPTOR PRLLEL EXIST. ONTOURS ELEVTIONS NOTED ON HIGH SIDE NEW ONTOURS LEVEL LINE WINDOW KEY PRK. P.D. PRT. PV. PVMT. PED. PERF. PLS. P.LM. PL. P.G. PLYWD. PT. PV P.E. P.T.. PF PFL PSF PSI P.. PF. PFN. PRF. PS.. P.L. Q.T... Name Elevation SIM UILDING INTERIOR SETION KEY ELEVTION KEY PRKING PRTILE ORD PRTITION PVE (D), (ING) PVEMENT PEDESTL PERFORTE (D) PLSTER PLSTI LMINTE PLTE PLTE GLSS PLYWOOD POINT POLYVINYL HLORIDE PORELIN ENMEL POST-TENSIONED ONRETE POUNDS PER UI FOOT POUNDS PER LINER FOOT POUNDS PER SQURE FOOT POUNDS PER SQURE INH PREST ONRETE PREFRITE (D) PREFINISHED PREFORMED PRE-STRESSED ONRETE PROPERTY LINE QURRY TILE RT. RET, RETE RD. RDIUS RIL'G RILING REF. REFERENE RFL. REFLET (ED), (IVE), (OR) REFG. REFRIGERTOR REG. REGISTER REINF. REINFORE (D), (ING) R..P. REINFORED ONRETE PIPE REM. REMOVE RES. RESILIENT RET. RETURN R.. RETURN IR RVS. REVERSE (SIDE) REV. REVISION (S), REVISED R.H. RIGHT HND R.O.W. RIGHT OF WY R. RISER RVT. RIVET R.D. ROOF DRIN RF.H. ROOF HTH ROOF'G ROOFING RM. ROOM R.O. ROUGH OPENING R.. RUER SE R.T. RUER TILE RL. RULE STONE SF.GL. SFETY GLSS SH. SHEDULE SR. SREEN SNT. SELNT SET'G SETING SE. SETION S.SK. SERVIE SINK SHETH'G SHETHING SHT. SHEET S.G. SHEET GLSS SH. SHELF, SHELVING S.H. SINGLE HUNG SIM. SIMILR SK.L. SKYLIGHT SL. SLEEVE S.. SOLID ORE SP. SOUNDPROOF S. SOUTH SP. SPER SPK. SPEKER SPL. SPEIL SPE. SPEIFITION (S) SQ. SQURE S.ST. STINLESS STEEL STD. STNDRD ST. STTION ST. STEEL STG. STORGE S.D. STORM DRIN STRUT. STRUTURL S..T. STRUTURL LY TILE SUSP. SUSPENDED SYM. SYMMETRY (IL) SYS. SYSTEM TKD. TKS. TEL. TV TERR. THK. THR. T.PTN. T.P.D. TOL. T & G T.O.. T.O.S. T.O.STL. T.W. T.. TR. T. U. UNF. UR. WLL SETION KEY EXTERIOR ELEVTION KEY DETIL REFERENE VJ. V.. VR. VNR. VRM. VERT. V.G. VNL. V..T. V.. V.T. VW TKORD TKSTRIP TELEPHONE TELEVISION TERRZZO THIK(NESS) THRESHOLD TOILET PRTITION TOILET PPER DISPENSER TOLERNE TONGUE & GROOVE TOP OF UR TOP OF STRUTURE TOP OF STEEL TOP OF WLL TOWEL R TRNSOM TRED IL UNDERUT UNFINISHED URINL V-JOINT (ED) VPOR RRIER VRNISH VENEER VERMIULITE VERTIL VERTIL GRIN VINYL VINYL SESTOS TILE VINYL SE VINYL TILE VINYL WLL OVERING WST. WINSOT W.T.W. WLL TO WLL W.H. WLL HUNG W.. WTER LOSET W.HTR. WTER HETER WP. WTERPROOFING WS. WTERSTOP W.W.F. WELDED WIRE FRI W WEST WH.. WHEEL UMPER W.W. WIDTH WIDE WNDW. WINDOW W.G. WIRE GLSS W.M. WIRE MESH W/ WITH W/O WITHOUT WD. WOOD W.. WOOD SE W.PT. WORKING POINT DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a. SIM SIM SIM SIM TERMINL EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () - Technology & Security: OMS ONSULTING GROUP, LP IH- West, Suite San ntonio, Texas P () - SEL DTE Southern Minerals Road orpus hristi, Texas Laredo Street orpus hristi, Texas P () - F () - SHEET NME % DESIGN DEVELOPMENT LOTION PLN KEY PLN NOT FOR REGULTORY PPROVL, PERMITTING, OR ONSTRUTION LEOPRD ST. Title Sheet RHITET DVID RIHTER TE NO. I- SOUTHERN MINERLS RD. TULE LKE DMIN. LDG. ONTROL LDG. SEURITY LDG.. // T-

2 DISLIMER: THE PROVIDED LT/SM SURVEY IS FOR GENERL INFORMTIONL/PRESENTTION PURPOSES ONLY. RIHTER RHITETS IS NOT RESPONSILE FOR THE ONTENT OF THIS DRWING INLUDING THE VLIDITY ND URY OF THE SURVEY, NOTES, DESRIPTION ND LL OTHER INFORMTION SSOITED WITH THIS DOUMENT. THE INTERPRETTION, USE ND PPLITION OF THIS DOUMENT IS THE SOLE RESPONSIILITY ND DISRETION OF THE USER. TERMINL Southern Minerals Road orpus hristi, Texas EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () - Technology & Security: OMS ONSULTING GROUP, LP IH- West, Suite San ntonio, Texas P () - Laredo Street orpus hristi, Texas P () - F () - SEL %FOR DESIGN DEVELOPMENT INFORMTIONL USE ONLY NOT FOR RHITET DVID RIHTER ONSTRUTION TE NO. NOT FOR REGULTORY PPROVL, PERMITTING, OR ONSTRUTION TULE LKE LOTION PLN I- LEO P RD S T. RIV ER RD. SOUTHERN MINERLS RD. UP KEY PLN DMIN. LDG. ONTROL LDG. Rev Date Description SHEET NME EXISTING SURVEY DTE. // - DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a.

3 PER ENGINEERING & TERMINL SERVIES MSTER FILITY PLN (DTE //): ENHMRK N. E. ELEV..' PLNT OORDINTE N. '-" E. '-" These architectural drawings are released for bidding and construction of steel-h piles and pile caps only. rchitectural site drawings have been provided for the coordination of building locations, light poles, related piles and associated pile caps. ll other elements are excluded from this package and may not be complete as shown. TERMINL Southern Minerals Road orpus hristi, Texas EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () - Technology & Security: OMS ONSULTING GROUP, LP IH- West, Suite San ntonio, Texas P () - PROPERTY LINE ' - /" SEL Laredo Street orpus hristi, Texas P () - F () - % DESIGN DEVELOPMENT NOT FOR REGULTORY PPROVL, PERMITTING, OR ONSTRUTION OUTSIDE EDGE OF MU ENTERLINE OF STEEL GRID LINES ' - /" ' - /" ' - " ' - " ' - /" LOTION PLN KEY PLN LEOPRD ST. RHITET DVID RIHTER TE NO. I- TULE LKE DMIN. LDG. ONTROL LDG. SOUTHERN MINERLS RD. OUTSIDE EDGE OF MU ENTERLINE OF STEEL GRID LINES J PLN NORTH N ' - " ' - " SHEET NME PLN-OVERLL PLN- OVERLL " = '-" DTE. // - DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a.

4 ONRETE UR & GUTTER, RE: IVIL ONRETE PVEMENT, RE: IVIL PRKING STRIPING, RE: IVIL FIRE LNE LETTERING/STRIPING, RE: /- ' - " () '-" ' - " ' - " ' - " R ' - " ' - " R ' - " ' - " ' - " ' - " ' - " ' - " ' - " ' - " HIN LINK FENE, N.I.. ESS ONTROL, MOTORIZED GTE & SSOITED EQUIPMENT, N.I.. HIN LINK FENE, N.I.. ESS ONTROL, MOTORIZED GTE & SSOITED EQUIPMENT, N.I.. LIGHT POLE W/ ON SE DUMPSTER ENLOSURE, () '-" R ' - " () '-" () '-" ' - " ' - " LIGHT POLE W/ ON SE R ' - " R ' - " R ' - " ' - " ' - " ' - " ' - " ' - " ' - " R ' - " ' - " ' - " ' - " ' - " ' - " ' - " ' - " ' - " ' - " ' - " ' - " ' - " R ' - " R ' - " ' - " ' - /" R ' - " ' - " ' - /" ' - " R ' - " ' - " () '-" R ' - " ' - " ' - " ' - " ' - " ' - " ' - " ' - " HIN LINK FENE PVEMENT TIE-IN TO EXISTING PVING, RE: IVIL DWGS LIGHT POLE W/ ON SE ' - " ' - " ' - " ' - " LEVEL -FINISH FLOOR T '-" =. FFE, RE: IVIL DWGS PROPOSED MEH YRD DUT NK, RE: MEP " ON. SIDEWLK/ESSILE WY (SLOPE- : MX), RE: IVIL WLL PKS, RE: ELE DWGS LEVEL -FINISH FLOOR T '-" =. FFE, RE: IVIL DWGS ' - " ' - " ' - " ' - " UP RIVER ROD R.O.W. ONTROL UILDING, RE: - () '-" " ON. PD (W/ STEEL REINFORMENT) ' - " R.O.W. " ONRETE SIDEWLK/PLZ, RE: IVIL SEPTI ONTROL INET (STINLESS STEEL) W/ ON SE ND FOOTING, RE: IVIL DWGS SEPTI SYSTEM, RE: IVIL DWGS ' - " ' - " ' - " ' - /" ' - /" /" ' - " ' - /" ' - " ' - " ' - " ' - " ' - " ' - /" R ' - " LIGHT POLE W/ ON SE R ' - " ' - " () '-" ' - " ' - " ' - " ' - " ' - " () '-" ' - " () '-" ' - " ' - " ' - " ' - " ' - " ' - " ' - " ' - /" () '-" ' - " R.O.W. ' - " PIPELINE ESEMENT PIPELINE ESEMENT SOUTHERN MINERLS ROD ONRETE UR & GUTTER, RE: IVIL PRKING STRIPING, RE: IVIL ONRETE PVEMENT, RE: IVIL ON. WHEEL STOP, RE: IVIL FIRE LNE LETTERING/STRIPING, RE: /- PIPELINES PVEMENT TIE-IN TO EXISTING PVING, RE: IVIL DWGS R.O.W. These architectural drawings are released for bidding and construction of steel-h piles and pile caps only. rchitectural site drawings have been provided for the coordination of building locations, light poles, related piles and associated pile caps. ll other elements are excluded from this package and may not be complete as shown. TERMINL EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () - Technology & Security: OMS ONSULTING GROUP, LP IH- West, Suite San ntonio, Texas P () - SEL Southern Minerals Road orpus hristi, Texas Laredo Street orpus hristi, Texas P () - F () - % DESIGN DEVELOPMENT LOTION PLN KEY PLN NOT FOR REGULTORY PPROVL, PERMITTING, OR ONSTRUTION LEOPRD ST. RHITET DVID RIHTER TE NO. I- SOUTHERN MINERLS RD. TULE LKE DMIN. LDG. ONTROL LDG. ' - " R ' - " R ' - " PVEMENT TIE-IN TO EXISTING PVING, RE: IVIL DWGS PVEMENT Y OTHERS, N.I.. Rev Date Description VENUE FIRE TNK (SUPPLY WTER), N.I.. PLN " = '-" TH STREET SHEET NME Site Plan N. PLN NORTH DTE // - DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a.

5 PRT I - DESIGN RITERI. GENERL UILDING ODE. THE ONSTRUTION DOUMENTS RE SED ON THE REQUIREMENTS OF THE INTERNTIONL UILDING ODE WITH ITY OF ORPUS HRISTI MENDMENTS.. DED LODS. HNGING EILING ND MEHNIL LODS: N LLOWNE OF PSF HS EEN MDE FOR HNGING EILING ND MEHNIL EQUIPMENT LODS SUH S DUT WORK ND SPRINKLER PIPES.. LIVE LODS. PRTITIONS: IN RES WITH PRTITIONS SUJET TO HNGE, N LLOWNE OF PSF HS EEN MDE FOR PRTITIONS S UNIFORMLY DISTRIUTED LIVE LOD WHERE THE LIVE LOD S STTED ELOW IS PSF OR LESS.. DESIGN LIVE LODS RE SED ON THE MORE RESTRITIVE OF THE UNIFORM LOD LISTED ELOW OR THE ONENTRTED LOD LISTED TING OVER N RE. FEET SQURE OR, IN THE SE OF STIR TREDS, SQURE INHES. a. ESS FLOOR SYSTEMS (OFFIE USE): ) OMPUTER USE: PSF,, LS b. SSEMLY RES: ) LOIES: PSF c. LONIES (EXTERIOR) ND DEKS: REFER TO NOTE ELOW. d. ORRIDORS, EXEPT S OTHERWISE INDITED: PSF e. ELEVTOR MHINE ROOMS: PSF, REFER TO NOTE ELOW. f. MEHNIL ROOMS: ) LRGE ROOMS: PSF, REFER TO NOTE ELOW. ) IR HNDLER UNIT ROOMS, ELETRIL ND IT LOSETS: PSF ND REFER TO NOTE ELOW. g. OFFIE : ) ORRIDORS OVE FIRST FLOOR: PSF,, LS ) FLOORS: PSF,, LS ) LOIES ND FIRST FLOOR ORRIDORS: PSF,, LS h. RESTROOMS: REFER TO NOTE ELOW. i. ROOFS: ) ROOFS SUJET TO MINTENNE WORKERS: PSF, LS j. SIDEWLKS, PLZS, DRIVEWYS SUJET TO VEHIULR TRFFI: PSF,, LS k. STIRS ND EXITS: PSF, LS l. STORGE: PSF. UNIFORM LOD REQUIRED IS THE SME S THE OUPNY SERVED.. DESIGN ONENTRTED LOD IS THT REQUIRED Y SSUMED EQUIPMENT WEIGHT.. REDUTION OF LIVE LODS: a. LIVE LODS HVE EEN REDUED USING THE STNDRD PROEDURE FROM THE UILDING ODE. b. FOR LIVE LODS EXEEDING POUNDS PER SQURE FOOT, NO REDUTION HS EEN MDE, EXEPT THT THE DESIGN LIVE LOD ON MEMERS SUPPORTING TWO OR MORE FLOORS HS EEN REDUED MXIMUM OF PERENT UT THE LIVE LOD IS NOT TO E LESS THN THT LULTED Y THE FORMUL OVE.. THE ROOF STRUTURE HS EEN DESIGNED TO SUPPORT THE WEIGHT OF PONDED WTER USED Y LOGGING OF THE PRIMRY ROOF DRINS FOR [ DEPTH OF FOUR INHES. D. ELEVTOR LODS. MHINE EM, R UFFER, OUNTERWEIGHT UFFER, ND GUIDE RIL LODS: SSUMED ELEVTOR LODS TO THE SUPPORTING STRUTURE RE SHOWN ON THE DRWINGS, INLUDING MHINE EM RETIONS, R UFFER RETIONS, OUNTERWEIGHT UFFER RETIONS, ND HORIZONTL ND VERTIL GUIDE RIL LODS. THE GENERL ONTRTOR SHLL SUMIT TO THE STRUTURL ENGINEER FINL ELEVTOR SHOP DRWINGS SHOWING LL LODS TO THE STRUTURE PRIOR TO THE INSTLLTION OF THE ELEVTORS FOR VERIFITION OF LOD RRYING PITY. E. WIND LODS. WIND PRESSURES RE SED ON THE MERIN SOIETY OF IVIL ENGINEERS, MINIMUM DESIGN LODS FOR ND OTHER STRUTURES, SE -<> ND THE FOLLOWING RITERI: a. SI WIND SPEED: MPH ( SEOND GUST) b. WIND IMPORTNE FTOR (I):. c. UILDING TEGORY: II d. WIND EXPOSURE TEGORY: e. INTERNL PRESSURE OEFFIIENT: +./-.. WIND PRESSURES USED FOR THE DESIGN OF OMPONENTS ND LDDING RE SHOWN IN THE FOLLOWING TLE: LDDING LOTION EFFETIVE WIND LOD E OR ZONE WIND RE (PSF) (SQ-FT) WLL INTERIOR +./-. WLL INTERIOR +./-. WLL INTERIOR +./-. WLL INTERIOR +./-. WLL END ZONE +./-. WLL END ZONE +./-. WLL END ZONE +./-. WLL END ZONE +./-. PRPET INTERIOR +./-. PRPET INTERIOR +./-. PRPET INTERIOR +./-. PRPET INTERIOR +./-. PRPET END ZONE +./-. PRPET END ZONE +./-. PRPET END ZONE +./-. PRPET END ZONE +./-. ROOF INTERIOR +./-. ROOF INTERIOR +./-. ROOF INTERIOR +./-. ROOF INTERIOR +./-. ROOF EDGE +./-. ROOF EDGE +./-. ROOF EDGE +./-. ROOF EDGE +./-. ROOF ORNER +./-. ROOF ORNER +./-. ROOF ORNER +./-. ROOF ORNER +./-. OVERHNG INTERIOR +./-. OVERHNG INTERIOR +./-. OVERHNG INTERIOR +./-. OVERHNG INTERIOR +./-. PRT I - DESIGN RITERI (ONTINUED) OVERHNG EDGE +./-. OVERHNG EDGE +./-. OVERHNG EDGE +./-. OVERHNG EDGE +./-. a. WIDTH OF END ZONE/EDGE/ORNER STRIP:. FEET b. OMPONENT ND LDDING PRESSURES T NORML TO THE SURFE. POSITIVE PRESSURES T TOWRDS THE SURFE ND NEGTIVE PRESSURES T WY FROM THE SURFE. c. DESIGN PRESSURE FOR OMPONENTS ND LDDING SHLL NOT E LESS THN PSF TING IN EITHER DIRETION NORML TO THE SURFE. d. THE EFFETIVE WIND RE IS THE SPN LENGTH MULTIPLIED Y N EFFETIVE WIDTH THT NEED NOT E LESS THN ONE-THIRD THE SPN LENGTH. FOR LDDING FSTENERS, THE EFFETIVE WIND RE SHLL NOT E GRETER THN THE RE THT IS TRIUTRY TO N INDIVIDUL FSTENER. e. THE DESIGN PRESSURES LISTED OVE RE LULTED USING VLUE OF KD OF.. THE VLUES MUST E INRESED Y % UNLESS LOD OMINTIONS SPEIFIED IN SE - RE USED IN DESIGN.. WIND PRESSURES USED FOR THE DESIGN OF ROOFTOP EQUIPMENT RE SHOWN IN THE FOLLOWING TLE: F. SNOW LODS LOD PROJETED UNIT WIND LOD E RE (SQ-FT) (PSF) LTERL <+XX/-XX> LTERL <+XX/-XX> LTERL <+XX/-XX> LTERL <+XX/-XX> LTERL <+XX/-XX> LTERL <+XX/-XX> UPLIFT <+XX/-XX> UPLIFT <+XX/-XX> UPLIFT <+XX/-XX> UPLIFT <+XX/-XX> UPLIFT <+XX/-XX> UPLIFT <+XX/-XX> a. PRESSURES T NORML TO THE SURFE. POSITIVE PRESSURES T TOWRDS THE SURFE ND NEGTIVE PRESSURES T WY FROM THE SURFE. b. DESIGN PRESSURE FOR OMPONENTS ND LDDING SHLL NOT E LESS THN [] PSF TING IN EITHER DIRETION NORML TO THE SURFE. c. THE DESIGN PRESSURES LISTED OVE RE LULTED USING VLUE OF KD OF.. THE VLUES N E REDUED Y % IF LOD OMINTIONS SPEIFIED IN SE -<> RE USED IN DESIGN. d. THE DESIGN PRESSURES LISTED OVE RE LULTED USING VLUE OF KD OF.. THE VLUES MUST E INRESED Y % UNLESS LOD OMINTIONS SPEIFIED IN SE -<> RE USED IN DESIGN.. SNOW LODS RE SED ON THE MERIN SOIETY OF IVIL ENGINEERS, MINIMUM DESIGN LODS FOR ND OTHER STRUTURES, SE -<> ND THE FOLLOWING RITERI: a. GROUND SNOW LOD (PG): PSF b. FLT-ROOF SNOW LOD (PF): PSF c. SNOW EXPOSURE FTOR (E):. d. SNOW LOD IMPORTNE FTOR (I):. e. THERML FTOR (T):. G. SEISMI DESIGN RITERI. THE STRUTURE ND OMPONENTS OF THE UILDING HVE EEN DESIGNED IN ORDNE WITH FOREMENTIONED UILDING ODE WITH THE FOLLOWING RITERI: a.. SE. SPETRL ELERTION (SS) (%G):. b. SE. SPETRL ELERTION (S) (%G):. c. LSS: D d. OEFFIIENT, SHORT PERIOD (F):. e. OEFFIIENT, SE. PERIOD (FV):. f.. SE SPETRL RESPONSE OEFF. (SDS) (%G):. g. SE SPETRL RESPONSE OEFF. (SD) (%G):. h. OUPNY TEGORY: II i. OUPNY IMPORTNE FTOR, I:. j. SEISMI DESIGN TEGORY: k. TOTL UILDING WEIGHT, W (KIPS): <XX,XXX> l. SI SEISMI-FORE RESISTING SYSTEM: STEEL SYSTEMS NOT SPEIFILLY DETILED FOR SEISMI RESISTNE m. RESPONSE MODIFITION FTOR, R:. n. SYSTEM OVERSTRENGTH FTOR, OMEG-O:. o. DEFLETION MPLIFITION FTOR, D:. p. DESIGN SEISMI SE SHER (KIPS): <XX> H. UILDING MOVEMENT ND DEFLETIONS. THE UILDING MOVEMENT SPEIFIED HEREIN IS NTIIPTED TO OUR ND SHOULD E ONSIDERED Y THE ONTRTOR IN THE PERFORMNE OF THE WORK.. SPNDREL EM DEFLETIONS. THE FOLLOWING PROVISION SHOULD E MDE FOR SUPERIMPOSED LOD DEFLETION OF ONE FLOOR RELTIVE TO N DJENT FLOOR IN THE DESIGN, FRITION, ND ERETION OF THE UILDING LDDING: a. IL SPNDREL EM: / SUPERIMPOSED LOD DEFLETION IS DEFINED S LL DEFLETION NTIIPTED TO OUR FTER THE LDDING HS EEN ERETED. THE RELTIVE DEFLETION OVE DOES NOT INLUDE THE FLOOR DEFLETION USED Y THE WEIGHT OF THE LDDING ITSELF OR THE DED LOD DEFLETION OF THE FLOOR FRMING ITSELF, NOR DOES IT INLUDE NY LLOWNE FOR FRITION OR ERETION TOLERNES.. FLOOR DEFLETIONS: THE FOLLOWING PROVISION FOR SUPERIMPOSED LOD DEFLETIONS SHLL E MDE IN THE DESIGN, FRITION, ND INSTLLTION OF LL PRTITIONS, GLSS WLLS, ND OTHER ELEMENTS SUPPORTED Y ND TTHED TO THE STRUTURE: a. IL FLOOR MEMERS: SPN/ UT NOT LESS THN / b. IL ROOF MEMERS: SPN/ UT NOT LESS THN /. LTERL FRME WIND DEFLETION (DRIFT): THE FOLLOWING PROVISION FOR LTERL FRME DEFLETION IN THE PLNE OF THE WLL OF ONE FLOOR RELTIVE TO N DJENT FLOOR SHLL E MDE IN THE DESIGN, FRITION ND INSTLLTION OF THE UILDING LDDING: a. IL FLOOR TO FLOOR: FLOOR HEIGHT/ THE DEFLETIONS LISTED OVE RE SED ON WIND LODS WITH -YER MEN REURRENE INTERVL. I. RESTRINED ONSTRUTION LSSIFITION. IN ORDNE WITH STM E LL FLOOR ONSTRUTION, IS LSSIFIED S RESTRINED ONSTRUTION. J. TEXS RHITETURL RRIER T STNDRD. THE STRUTURL STRENGTH OF GR RS, TU ND SHOWER SETS, FSTENERS, ND MOUNTING DEVIES SHLL MEET THE FOLLOWING SPEIFITION: a. ENDING STRESS IN GR R OR SET INDUED Y THE MXIMUM ENDING MOMENT FROM THE PPLITION OF LF SHLL E LESS THN THE LLOWLE STRESS FOR THE MTERIL OF THE GR R OR SET. b. SHER STRESS INDUED IN GR R OR SET Y THE PPLITION OF LF SHLL E LESS THN THE LLOWLE SHER STRESS FOR THE GENERL STRUTURL NOTES PRT I - DESIGN RITERI (ONTINUED) MTERIL OF THE GR R OR SET. IF THE ONNETION ETWEEN THE GR R OR SET ND ITS MOUNTING RKET OR OTHER SUPPORT IS ONSIDERED TO E FULLY RESTRINED, THEN DIRET ND TORSIONL SHER STRESSES SHLL E TOTLED FOR THE OMINED SHER STRESS, WHIH SHLL NOT EXEED THE LLOWLE SHER STRESS. c. SHER FORE INDUED IN FSTENER OR MOUNTING DEVIE FROM THE PPLITION OF LF SHLL E LESS THN THE LLOWLE LTERL LOD OF EITHER THE FSTENER OR MOUNTING DEVIE OR THE SUPPORTING STRUTURE, WHIHEVER IS THE SMLLER LLOWLE LOD. d. TENSILE FORE INDUED IN FSTENER Y DIRET TENSION FORE OF LF PLUS THE MXIMUM MOMENT FROM THE PPLITION OF LF SHLL E LESS THN THE LLOWLE WITHDRWL LOD ETWEEN THE FSTENER ND THE SUPPORTING STRUTURE. e. GR RS SHLL NOT ROTTE WITHIN THEIR FITTINGS. K. HNDRILS ND GURDS. THE HNDRIL SSEMLIES ND GURDS SHLL E DESIGNED FOR PLF OR ONENTRTED LOD OF POUNDS T NY POINT PPLIED IN NY DIRETION T THE TOP ND TO TRNSFER THIS LOD THROUGH THE SUPPORTS TO THE STRUTURE. THESE LODS NEED NOT E SSUMED TO T ONURRENTLY. L. ROOFTOP EQUIPMENT NHORGE. LL ROOF TOP EQUIPMENT URS, ROOF TOP MEHNIL EQUIPMENT, EQUIPMENT TIE DOWNS, ND ONNETIONS OF LL EQUIPMENT TO UILDING STRUTURE FOR WIND LODING RE TO E DESIGNED ND ENGINEERED Y REGISTERED SPEILTY ENGINEER RETINED Y THE MEHNIL EQUIPMENT SUPPLIER. SIGNED ND SELED DRWINGS ND LULTIONS RE TO E SUMITTED TO THE ENGINEER OF REORD FOR REVIEW ND PPROVL. THE EQUIPMENT MNUFTURER SHLL PROVIDE THE TTHMENT OF THE UNIT TO THE STRUTURE ND SUMIT TO THE ENGINEER LODS, LOTIONS, ND METHODS OF TTHMENT. THE STRUTURL ENGINEER WILL MKE PROVISIONS IN THE DESIGN OF THE PRIMRY STRUTURL FRME TO OMMODTE THE LODS ND TTHMENTS SUMITTED Y THE MNUFTURER. PRT II - FOUNDTION. GEOTEHNIL REPORT. FOUNDTION DESIGN IS SED ON THE GEOTEHNIL INVESTIGTION REPORT S FOLLOWS: PROFESSIONL SERVIE INDUSTRIES, IN. (PSI) PROPOSED EF RE SPLITTERS ND DMINISTRTION UILDING RES SOUTHERN MINERLS ROD ND IH ORPUS HRISTI, TEXS PSI --PHIV MY,. THE GEOTEHNIL REPORT IS VILLE TO THE GENERL ONTRTOR UPON REQUEST TO THE OWNER. THE INFORMTION INLUDED THEREIN MY E USED Y THE GENERL ONTRTOR FOR HIS GENERL INFORMTION ONLY. THE RHITET ND ENGINEER WILL NOT E RESPONSILE FOR THE URY OR PPLIILITY OF SUH DT THEREIN.. DEEP FOUNDTION E. DRIVEN STEEL H-PILE FOUNDTION: a. PILE PITY ) OMPRESSION: DEPTH SKIN FRITION (PSF) END-ERING (PSF) TO - - TO - TO, TO, TO, TO, ) TENSION: SKIN FRITION PITY LONE IN TLE OVE. ) STEEL GRDE SHLL E STM, GRDE. PROVIDE PILES IN ONE PIEE WHERE POSSILE, ONTINING NO MORE THN ONE SPLIE WHIH SHLL E DETILED ON THE SHOP DRWINGS.. GRDE EMS: a. GRDE EM SIDE FORMS. OTH SIDES OF LL GRDE EMS SHLL E FORMED FOR FULL EM DEPTH, EXEPT T SEURITY UILDING. T THE SEURITY UILDING, THE GRDE EM SIDES MY E ERTH-FORMED b. R SUPPORTS FOR GRDE EM GES. GRDE EM OTTOM STEEL SHLL E HIRED T -" MXIMUM ENTERS USING EM OLSTERS PROVIDING " OTTOM OVER TO REINFORING STEEL. EM OLSTERS USED SHLL E DESIGNED ND MNUFTURED FOR SUPPORT ON SOIL.. SEMENT WLLS / RETINING WLLS. DESIGN RITERI: KFILL MTERIL UNIT WEIGHT TIVE PRESSURE T-REST PRESSURE OMPTED ON- LY.- PSF,( PSF).- PSF,( PSF) IMPORTED LEN SND.- PSF, ( PSF).- PSF,( PSF) OMPTED SELET FILL.- PSF, ( PSF).- PSF,( PSF) (RUSHED LIMESTONE) OR OMPTED LEN GRVEL a. SURHRGE: WLLS HVE EEN DESIGNED FOR SURHRGE LOD OF PSF EQUIVLENT TO N DDITIONL LTERL PRESSURE OF PSF. b. THE FIRST PRESSURES SPEIFIED OVE RE SED ON DRINED KFILL WITH NO UILDUP OF WTER PRESSURE EHIND THE WLLS. ** PRESSURES IN PRENTHESIS INDITE UNDRINED ONDITION EHIND THE WLLS. D. ONSTRUTION DEWTERING. THE ONTRTOR SHLL DETERMINE THE EXTENT OF ONSTRUTION DEWTERING REQUIRED FOR THE EXVTION. THE ONTRTOR SHLL SUMIT TO E. RTON FORMS THE GEOTEHNIL ENGINEER FOR REVIEW THE PROPOSED PLN FOR ONSTRUTION DEWTERING, PRIOR TO EGINNING THE EXVTION.. RTON FORMS SHLL E MNUFTURED USING WX IMPREGNTED ORRUGTED PPER DESIGNED TO SUPPORT THE WET WEIGHT OF THE ONRETE THT IS SHOWN Y THE DETILS TO E POURED ON TOP OF THE FORM UT NOT LESS THN PSF. REFER TO PRGRPH OF THE REINFORED ONRETE NOTES FOR THE RESTRITION ON HORIZONTL ONSTRUTION JOINTS. PRT III - REINFORED ONRETE. LSSES OF ONRETE. LL ONRETE SHLL ONFORM TO THE REQUIREMENTS OF THE LSSES OF ONRETE MTRIX ON SHEET S- UNLESS NOTED OTHERWISE ON THE DRWINGS.. HORIZONTL ONSTRUTION JOINTS IN ONRETE POURS. THERE SHLL E NO HORIZONTL ONSTRUTION JOINTS IN NY ONRETE POURS UNLESS SHOWN ON THE DRWINGS. THE RHITET/ENGINEER SHLL PPROVE LL DEVITIONS OR DDITIONL JOINTS IN WRITING.. REINFORING STEEL. LL REINFORING STEEL SHLL E STM GRDE UNLESS NOTED OTHERWISE ON THE DRWINGS OR IN THESE NOTES.. REINFORING STEEL: PROVIDE REINFORING STEEL ONFORMING TO STM FOR LL REINFORING STEEL REQUIRED TO E WELDED ND WHERE NOTED ON THE DRWINGS.. DEFORMED R NHORS: WS D. E (TLE.) STUDS MNUFTURED IN ONFORMNE WITH SPEIFITION STM WITH MINIMUM YIELD STRENGTH, PSI. REINFORING RS SHLL NOT E SUSTITUTED FOR DEFORMED R NHORS.. HEDED STUD NHORS FOR EMEDDED PLTES: WS D. E STUDS MNUFTURED IN ONFORMNE WITH SPEIFITION STM WITH MINIMUM YIELD STRENGTH OF, PSI.. HEDED SHER STUDS FOR SHER REINFOREMENT: STM WITH MINIMUM YIELD STRENGTH OF, PSI.. SMOOTH WELDED WIRE REINFOREMENT: STM, YIELD STRENGTH, PSI. D. PLEMENT OF WELDED WIRE REINFOREMENT. WHEREVER WELDED WIRE REINFOREMENT IS SPEIFIED S REINFOREMENT, IT SHLL E ONTINUOUS ROSS THE ENTIRE ONRETE SURFE ND NOT INTERRUPTED Y EMS OR GIRDERS ND PROPERLY LPPED PER I,. ND.. E. REINFOREMENT IN TOPPING SLS. PROVIDE MINIMUM REINFOREMENT S NOTED ELOW IN LL TOPPING SLS UNLESS SPEIFIED OTHERWISE ON THE DRWINGS. a. WELDED SMOOTH WIRE REINFOREMENT X-W.XW.. F. REINFOREMENT IN HOUSEKEEPING PDS. PROVIDE MINIMUM REINFOREMENT S NOTED ELOW IN LL HOUSEKEEPING PDS SUPPORTING MEHNIL EQUIPMENT UNLESS SPEIFIED OTHERWISE ON THE DRWINGS. a. WELDED SMOOTH WIRE REINFOREMENT X-W.XW.. G. REINFORING STEEL OVERGE. REINFORING STEEL OVERGE SHOULD ONFORM TO THE REQUIREMENTS SPEIFIED IN DETILS LELED IL LER ONRETE OVER ON SHEETS S- UNLESS NOTED OTHERWISE ON THE DRWINGS. OVER SPEIFIED SHLL E ONSIDERED MINIMUMS THT MY REQUIRE INRESING WHERE REINFORING STEEL INTERSETS FOR DIFFERENT MEMER ES. OVER IN STRUTURL MEMERS NOT SPEIFIED IN THE DETILS SHLL ONFORM TO THE REQUIREMENTS OF I UNLESS SPEIFIED OTHERWISE ON THE DRWINGS. THE REINFORING STEEL DETILER SHLL DJUST REINFORING STEEL GE SIZES T INTERSETING STRUTURL MEMERS S REQUIRED TO LLOW LERNE FOR INTERSETING REINFORING R LYERS WITH MINIMUM SPEIFIED OVER. H. SPLIES ND HOOKS IN REINFORING STEEL. SPLIE LOTION ND E ND HOOKS FOR UNSHEDULED EMS, SLS ND WLLS: a. EMS ND SLS. UNSHEDULED EMS ND SLS, INLUDING GRDE EMS, SHLL HVE ONTINUOUS TOP RS LPPED T MIDSPN ETWEEN SUPPORTS WITH LSS TENSION SPLIE. OTTOM RS SHLL E LPPED T THE SUPPORTS WITH LSS TENSION SPLIE. LL EM RS SHLL E HOOKED T DISONTINUOUS END, UNLESS NOTED OTHERWISE. b. SEMENT WLLS. VERTIL RS PLED ON THE DIRT FE SIDE SHLL E LPPED T MIDSPN ETWEEN SUPPORTS WITH LSS TENSION SPLIE. VERTIL RS PLED OPPO THE DIRT FE SIDE SHLL E LPPED T THE SUPPORTS WITH LSS TENSION SPLIE. HORIZONTL RS SHLL HVE LSS TENSION SPLIE. PURPOSE OF DRWING STTEMENT: THESE STRUTURL DRWINGS RE RELESED FOR IDDING ND ONSTRUTION OF THE STEEL H-PILES ND PILE PS ONLY. LL OTHER STRUTURL ELEMENTS RE EXLUDED FROM THIS PKGE ND MY NOT E OMPLETE S SHOWN, INLUDING UT NOT LIMITED TO GRDE EMS, GROUND FLOOR SLS, STEEL OLUMNS, RED FRMES, ND ELEVTED FLOOR FRMING. THE REQUIREMENTS FOR THE FOUNDTION ELEMENTS FOR THE PROPOSED MEHNIL YRD RE NOT INLUDED S INFORMTION FOR THIS RE IS NOT YET VILLE. LL OTHER INFORMTION ND DRWING SHEETS RE PRELIMINRY ND INLUDED FOR REFERENE ND INFORMTION ONLY. DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a. TERMINL EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () - SEL DTE Southern Minerals Road orpus hristi, Texas Laredo Street orpus hristi, Texas P () - F () - LOTION PLN SHEET NME FOUNDTION ID PKGE LEOPRD ST. I- SOUTHERN MINERLS RD. GENERL NOTES TULE LKE S.- // S-

6 PRT V - ONRETE MSONRY. SOPE. REFER TO RHITET S DRWINGS FOR THE EXTENT OF MSONRY WLLS. NON-LODERING WLLS MY NOT E SHOWN ON THE STRUTURL DRWINGS.. REINFORED ONRETE MSONRY SHLL E USED S K-UP FOR EXTERIOR RIK WLLS ND ELSEWHERE S INDITED ON THE DRWINGS. SEE RHITETURL WLL SETIONS.. PROVIDE ONE-OURSE HORIZONTL OND EM REINFORE WITH -# ONTINUOUS T EVERY FLOOR LEVEL, ROOF LEVEL, ND PRPET, MINIMUM.. ONRETE MSONRY UNITS.. ONRETE STRENGTH OF MSONRY UNITS (SED ON NET RE) SHLL E, PSI MINIMUM.. UNITS SHLL ONFORM TO STM OR STM ND SMPLED IN ORDNE WITH STM.. MORTR D. GROUT. USE ONLY PORTLND EMENT/LIME, E M OR S, MORTR ONFORMING TO STM. PROVIDE N VERGE OMPRESSIVE STRENGTH T DYS OF, PSI MINIMUM.. MIX DESIGNS: a. FOR FILLING SPES OR LRGER IN OTH HORIZONTL DIRETIONS, USE ORSE GROUT WITH MINIMUM OMPRESSIVE STRENGTH OF, PSI. THE GROUT SHLL E TESTED IN ORDNE WITH STM. FOR FILLING SPES LESS THN IN ONE OR OTH HORIZONTL DIRETIONS, USE FINE GROUT PROPORTIONED PER STM. b. USE, PSI NORMLWEIGHT ONRETE FOR FILLING SPES ND LRGER IN OTH DIRETIONS. THE GROUT SHLL E TESTED IN ORDNE WITH STM. c. LL GROUT MIX DESIGN SUMITTLS SHLL INLUDE THE RESULTS OF THE TESTS PERFORMED IN ORDNE WITH STM. d. SLUMP RNGE T POINT OF FINL DISHRGE: TO. e. THE USE OF IR ENTRINING DMIXTURES IS NOT LLOWED. E. MINIMUM REINFOREMENT FOR ONRETE MSONRY UNITS. PROVIDE HORIZONTL REINFOREMENT IN ED JOINTS EVERY OTHER OURSE (MXIMUM SPING) IN IL WLLS ND IN EVERY OURSE (MXIMUM SPING) IN PRPETS ND NTILEVERED WLLS.. TERMINTION OF REINFORING STEEL: a. LL VERTIL REINFOREMENT SHLL HVE STNDRD HOOK INTO OND EM. TERMINTE T HIGHEST OND EM IF MSONRY DOES NOT EXTEND TO ROOF OR GROUTED ELL IS NOT ONTINUOUS TO ROOF. HOOK SHLL EXTEND TO THE UPPERMOST HORIZONTL REINFOREMENT OF THE OND EM ND HVE MINIMUM EMEDMENT OF. b. LL HORIZONTL REINFOREMENT T ENDS OF OND EMS SHLL HVE STNDRD HOOK INTO VERTIL GROUTED ELL. PROVIDE ORNER RS SUH THT HORIZONTL REINFOREMENT IS ONTINUOUS ROUND ORNERS. F. REINFORING STEEL OVERGE. OVER TO REINFORING STEEL WITHIN MSONRY ELEMENTS SHLL NOT E LESS THN THE FOLLOWING: a. EXPOSED TO ERTH OF WETHER: (# ND LRGER RS),. (# ND SMLLER RS). b. NOT EXPOSED TO ERTH OF WETHER:. c. LONGITUDINL WIRES OF JOINT REINFOREMENT SHLL E FULLY EMEDDED IN MORTR OR GROUT WITH MINIMUM OVER OF / WHEN EXPOSED TO ERTH ND WETHER ND /" WHEN NOT EXPOSED TO ERTH OR WETHER. G. ONTROL JOINTS. ONTROL JOINTS SHLL E PROVIDED IN LL ONRETE MSONRY ONSTRUTION. REFER TO IL ONTROL JOINT DETIL ON SHEET <SX-XX> FOR GUIDELINES ND SPINGS. H. STILITY ND RING OF MSONRY WLLS DURING ONSTRUTION. LL MSONRY WLLS SHOWN ON THE RHITETURL ND STRUTURL DRWINGS HVE EEN DESIGNED TO RESIST THE REQUIRED ODE VERTIL ND LTERL FORES PPLIED TO THEM IN THE FINL ONSTRUTED ONFIGURTION ONLY SSUMING FULL RING TOP, OTTOM, ND/OR SIDE OF WLL S SHOWN. IT IS THE RESPONSIILITY OF THE ONTRTOR TO PROPERLY ND DEQUTELY RE LL MSONRY WLLS T LL STGES DURING ONSTRUTION TO RESIST ERETION LODS ND LTERL LODS THT OULD POSSILY E PPLIED PRIOR TO OMPLETION OF ONSTRUTION. PRT VI - STRUTURL STEEL. MTERIL. HOT ROLLED STRUTURL MEMERS: LL HOT ROLLED STEEL PLTES, SHPES, SHEET PILING, ND RS SHLL E NEW STEEL ONFORMING TO STM SPEIFITION.. STM SPEIFITION ND GRDE: LERLY MRK THE GRDE OF STEEL ON EH PIEE, WITH DISTINGUISHING MRK VISILE FROM FLOOR SURFES, FOR THE PURPOSE OF FIELD INSPETION OF PROPER GRDE OF STEEL. UNLESS NOTED OTHERWISE ON THE DRWINGS, STRUTURL STEEL SHLL E S FOLLOWS: a. W- ND WT-SHPES: STM b. M- ND S-SHPES: STM, GRDE. c. H-PILES: STM, GRDE. d. -SHPES: STM. e. L-SHPES: STM. f. ROUND HSS: STM, GRDE (FY= KSI). g. RETNGULR HSS: STM, GRDE (FY= KSI). h. STEEL PIPES: STM (ES E OR S), GRDE. i. SE PLTES: LL SE PLTES SHLL ONFORM TO STM UNLESS NOTED OTHERWISE ON THE DRWINGS. j. EDGE NGLES, ENT PLTES, NGLE HNGERS, ND NGLE KIKERS: STM. k. ONNETION MTERIL: ) LL ONNETION MTERIL, EXEPT S NOTED OTHERWISE HEREIN OR ON THE DRWINGS, INLUDING ERING PLTES, GUSSET PLTES, PRT VI - STRUTURL STEEL (ONTINUED). ONNETIONS STIFFENER PLTES, FILLER PLTES, NGLES, ET. SHLL ONFORM TO STM UNLESS HIGHER GRDE OF STEEL IS REQUIRED Y STRENGTH ND PROVIDED THE RESULTING SIZES RE OMPTILE WITH THE ONNETED MEMERS. i. OTHER STEEL: NY OTHER STEEL NOT INDITED OTHERWISE SHLL ONFORM TO STM OR STM, GRDE, EXEPT PLTES ND NGLES THT SHLL E STM.. ONNETION DETILS NOT OMPLETELY DETILED ON THE DRWINGS INLUDING MTERIL GRDE ND SIZES, WELD SIZES, ND NUMER OF OLTS SHLL E DESIGNED Y THE ONTRTOR PER THE SPEIFITIONS. ONEPTUL ONNETION DETILS WITH THE REQUIRED MEMER DESIGN FORES RE SHOWN ON THE DRWINGS ND RE PPLILE TO LL ONNETIONS NOT DESIGNED ND FULLY DETILED ON THE DRWINGS. THE ONEPTUL DETILS RE PROVIDED ONLY TO INDITE THE ONNETION E REQUIRED ND MY NOT FULLY REPRESENT THE OMPLEXITY OF THE ONNETION S REQUIRED Y THE FINL ONNETION DESIGN FOR THE FORES THEY MUST RESIST. DDITIONL ONNETION ELEMENTS MY NOT E SPEIFILLY SHOWN IN THE ONEPTUL DETILS UT MY E REQUIRED Y THE FINL ONNETION DESIGN, SUH S STIFFENER PLTES, DOULER PLTES, SUPPLEMENT/ REINFORING PLTES OR OTHER ONNETION MTERIL. THE FRITOR IS RESPONSILE FOR ENGGING THE SERVIES OF ONNETION SPEILTY ENGINEER TO PREPRE FINL ONNETION DESIGN FOR SUMISSION THT MEETS THE REQUIREMENTS OF THE ONEPTUL ONNETION DETILS ND RESISTS THE INDITED DESIGN FORES.. REFER TO THE SPEIFITIONS FOR DDITIONL REQUIREMENTS.. RETIONS NOTED ON THE PLNS RE SED ON FTORED LODS ND RE INTENDED FOR USE WITH THE LOD ND RESISTNE FTOR DESIGN METHOD.. STRUTURL OLTS ND THREDED FSTENERS. OLTS: LL OLTS IN STRUTURL ONNETIONS SHLL ONFORM TO STM E, UNLESS INDITED OTHERWISE ON THE DRWINGS.. THREDED ROUND STOK: THREDED RODS SHLL ONFORM TO STM. D. WELDING. UNLESS NOTED OTHERWISE, ELETRODES FOR WELDING SHLL ONFORM TO EXX (SMW), FXX-EXXX (SW), ERS-X (GMW), OR EXT-X (FW). E. NHOR RODS F. GROUT. UNLESS INDITED OTHERWISE IN THE OLUMN SHEDULE OR ON THE DRWINGS, NHOR RODS SHLL ONFORM TO STM F GRDE (WITH SUPPLEMENTRY REQUIREMENT S) ND THE SIZE SHLL E /" DIMETER ND SHLL EMED INTO THE ONRETE FOUNDTION DISTNE OF -" WITH HEVY HEX NUT T THE EMEDDED END. STRIKE OLT THREDS T THE EMEDDED END T TWO PLES ELOW THE NUT.. GROUT ELOW STRUTURL STEEL SE PLTES SHLL E NON-METLLI, NON-SHRINK GROUT WITH MINIMUM STRENGTH OF, PSI WHEN ERING ON, PSI ONRETE OR LESS, STRENGTH OF, PSI WHEN ERING ON ONRETE ETWEEN, ND, PSI, ND, UNLESS NOTED OTHERWISE ON THE DRWINGS, STRENGTH OF, PSI WHEN ERING ON ONRETE GRETER THN, PSI. PRT VII - STEEL JOISTS. FRITION ND ERETION. END SUPPORTS ND END NHORGE: a. PROVIDE STNDRD DEPTH OF ERING FOR LL JOISTS S SHOWN ELOW UNLESS NOTED OTHERWISE ON THE DRWINGS: ) LL K SERIES: /" ) LL LH SERIES: " b. PROVIDE FLT ERING FOR LL JOISTS UNLESS NOTED OTHERWISE ON DRWINGS. INRESE THE DEPTH OF THE SET ON THE HIGH END OF SLOPED JOISTS S REQUIRED TO PROVIDE LERNE FOR THE ONNETION.. DESIGN. LL JOISTS SHLL RRY THE DESIGN LODS S SPEIFIED IN THE SJI LOD TLES S THE MINIMUM REQUIREMENT. DDITIONLLY, THE JOISTS SHLL E DESIGNED TO RRY NY OTHER LOD ES ND PTTERNS S INDITED ON THE DRWINGS.. STEEL JOISTS, RIDGING, ND THEIR ONNETIONS SHLL E DESIGNED FOR NET UPLIFT EQUL TO THE UPWRD OMPONENT ND LDDING WIND PRESSURES SHOWN ON THE STRUTURL DRWINGS MINUS PSF OF DED LOD.. STEEL JOISTS, RIDGING, ND THEIR ONNETIONS SHLL E DESIGNED FOR DDITIONL DOWN FORE RESULTING FROM WIND S SHOWN ON THE STRUTURL DRWINGS. DOWN FORE WIND LODING IN OMINTION WITH DED ND LIVE LODS MY ONTROL THE DESIGN OF THESE ELEMENTS. PRT VIII - STEEL DEKS. OMPO DEK. SHEDULE: DEPTH DESIGN MINIMUM OF GGE SP SN I MXIMUM UNSHORED DEK SPN DEK THIKNESS [IN^] [IN^] [IN^] (TWO-SPN) (THREE-SPN)... < - > < - > SP = POSITIVE SETION MODULUS, INHES^ SN = NEGTIVE SETION MODULUS, INHES^ I = MOMENT OF INERTI, INHES^. LL DEK SHLL E KSI UNLESS NOTED OTHERWISE.. HEDED STUD NHORS USED S SHER ONNETORS FOR OMPO EMS SHLL E WS D. E (TLE.) STUDS MNUFTURED IN ONFORMNE WITH SPEIFITION STM WITH MINIMUM YIELD STRENGTH OF, PSI.. SHER ONNETOR SIZES FOR OMPO STEEL DEK ONSTRUTION. STUD DIMETER ND LENGTH (EFORE WELD, W) SHLL E S FOLLOWS: GENERL STRUTURL NOTES PRT VIII - STEEL DEKS (ONTINUED) a.. TOTL SL THIKNESS /" DIMETER X /" W b.. TOTL SL THIKNESS /" DIMETER X /" W. TTHMENT OF DEK: a. MINIMUM TTHMENT T SUPPORTS: STEEL DEK UNITS SHLL E WELDED TO THE SUPPORT MEMERS WITH / DIMETER PUDDLE WELDS T EH END OF SHEET ND EH INTERMEDITE SUPPORT T EH LOW FLUTE, UNLESS NOTED OTHERWISE. T MEMERS PRLLEL TO DEK SPN, SPING OF PUDDLE WELDS SHLL E. SHER ONNETOR WELDED THROUGH THE DEK N REPLE REQUIRED DEK WELD. b. MINIMUM TTHMENT T SIDE LPS: SIDE LPS OF DJENT UNITS SHLL E FSTENED Y WELDING, SHEET METL SREWS, OR UTTON PUNHING T MXIMUM OF ONE-HLF THE SPN OR, WHIHEVER IS LESS, UNLESS NOTED OTHERWISE.. ROOF DEK DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a.. SHEDULE: LOTION DEPTH GGE E IL ROOF. WR, E NR: NRROW RI, E IR: INTERMEDITE RI, E F WR: WIDE RI, E DR INH, DEEP RI, E N. TTHMENT OF DEK: a. MINIMUM TTHMENT T SUPPORTS: STEEL DEK UNITS SHLL E FSTENED TO LL SUPPORT MEMERS T EH RI (/) WITH /" DIMETER PUDDLE WELDS, UNLESS NOTED OTHERWISE. T MEMERS PRLLEL TO DEK SPN, SPING OF FSTENERS SHLL E. b. MINIMUM TTHMENT T SIDE LPS: SIDE LPS OF DJENT UNITS SHLL E FSTENED Y WELDING, SHEET METL SREWS, OR UTTON PUNHING T MXIMUM OF, UNLESS NOTED OTHERWISE.. FLT, RIDGE, ND VLLEY PLTES: UNLESS NOTED OTHERWISE, ONTRTOR SHLL PROVIDE FLT PLTES ( GGE MINIMUM) T LL LOTIONS WHERE ROOF DEK HNGES DIRETION ND RIDGE OR VLLEY PLTES ( GGE MINIMUM) T LL LOTIONS WHERE ROOF SLOPE EXEEDS /" PER FOOT. PRT IX - OLD-FORMED METL FRMING. MTERILS. STUD ND TRK PROFILES SHLL E STNDRD SETIONS USED Y MEMERS OF THE STEEL STUD MNUFTURERS SSOITION (SSM). SSM MEMER DESIGNTIONS S SHOWN ON THE FOLLOWING EXMPLE: S - REPRESENTS. DEEP, STUD SETION,. WIDE FLNGE,. ( MILS) MINIMUM STEEL THIKNESS. S = STUD SETION T = TRK SETION U = HNNEL SETION F = FURRING HNNEL. UNLESS NOTED OTHERWISE ON THE DRWINGS, MEMERS SHLL HVE THE FOLLOWING YIELD STRENGTHS: a. STUDS:, MIL THIKNESS FY = KSI b. STUDS:,, MIL THIKNESSFY = KSI c. TRKS:,,,, MILFY = KSI d. U-HNNELS, FURRING HNNELS: FY = KSI. LL OLD-FORMED STEEL FRMING MTERILS SHLL HVE MINIMUM G GLVNIZED OTING.. ONNETIONS. ONNETIONS NOT FULLY DETILED ON THE ONTRT DOUMENTS SHLL E DESIGNED Y THE ONTRTOR PER THE SPEIFITION.. SREWS: UNLESS NOTED OTHERWISE SREWS SHLL E S FOLLOWS: a. SHEET STEEL TO SHEET STEEL: #-, / INH LONG SELF DRILLING SREWS. b. SHEET STEEL TO STRUTURL STEEL: #-, -/ INH LONG SELF DRILLING SREWS WITH NO TIP STYLE.. POWDER TUTED FSTENERS: UNLESS NOTED OTHERWISE, PF SHLL E S FOLLOWS: a. SHEET STEEL TO ONRETE:. DIMETER, -/ LONG, SMOOTH SHNK. b. SHEET STEEL TO STRUTURL STEEL:. DIMETER, / LONG, KNURLED SHNK.. WELDING: a. WELDING PROEDURES FOR SHEET STEEL TO E IN ORDNE WITH WS D.. WELDERS SHLL E ERTIFIED FOR SHEET STEEL IN LL POSITIONS REQUIRED PER WS D. b. SUGGESTED WELD METL ND PROESS FOR SHOP WELDING RE: KSI WELD METL STRENGTH (MINIMUM) - MIG. c. SUGGESTED METHODS FOR FIELD WELDING: / INH EXX (MINIMUM) ELETRODE - SMW. d. MINIMUM WELD THROT THIKNESS (T) MUST MTH OR EXEED THE SE STEEL THIKNESS OF THE THINNEST ONNETED STEEL SHEET UNLESS NOTED OTHERWISE. e. FTER WELDING LL FLUX SHLL E REMOVED, ND ZIN-RIH PINT, WITH DRY FILM ONTINING % ZIN DUST Y WEIGHT, SHLL E PRT IX - OLD-FORMED METL FRMING (ONTINUED) PPLIED TO THE WELD RE TO RESTORE ORROSION RESISTNE. f. FIELD WELDING TO E DONE Y WELDERS ERTIFIED Y THE LDS FOR OLD-FORMED STEEL FRMING. ONTINUOUS INSPETION Y DEPUTY INSPETOR IS REQUIRED. g. SHOP WELDS MUST E PERFORMED IN N LDS-LIENSED FRITION SHOP. PRT X - SPEIL INSPETIONS. THE OWNER S TESTING LORTORY SHLL PROVIDE SPEIL INSPETION SERVIES IN ORDNE WITH THE INTERNTIONL UILDING ODE FOR THE FOLLOWING ITEMS.. STEEL ONSTRUTION: a. LL FIELD WELDING b. HIGH-STRENGTH OLTING c. INSPETION OF STRUTURL STEEL, OLTING, WELDING MTERIL d. WELDING OF STRUTURL STEEL. ONRETE ONSTRUTION: a. OLTS INSTLLED IN ONRETE b. ONRETE WORK c. EPOXY OLTS d. FORMWORK e. REINFORING STEEL PLEMENT f. WELDING OF REINFORING STEEL. MSONRY ONSTRUTION: a. HIGH-LIFT GROUTING b. MSONRY WORK. SOILS: a. PREPRED ERTH FILL. DEEP FOUNDTIONS: a. PILE FOUNDTIONS. SPRYED FIRE-RESISTNT MTERILS. MSTI ND INTUMESENT FIRE-RESISTNT OTINGS. WIND REQUIREMENTS: a. MIN WINDFORE-RESISTING SYSTEMS b. ROOF LDDING c. WINDFORE-RESISTING SYSTEM ONNETIONS TO FOUNDTION d. WIND-RESISTING OMPONENTS. STTEMENT OF SPEIL INSPETIONS. SPEIL INSPETION IS REQUIRED FOR THE ITEMS LISTED OVE. REFER TO SPEIFITION SETION FOR E ND EXTENT OF EH SPEIL INSPETION ND EH TEST. THE SPEIFITION LSO INDITES WHETHER ONTINUOUS OR PERIODI INSPETION IS REQUIRED FOR THE ITEMS LISTED OVE DDITIONL INFORMTION. PRT XI - SUMITTLS. SUMITTL LIST ND SHEDULE. THE GENERL ONTRTOR SHLL PREPRE DETILED LIST ND SHEDULE OF LL SUMITTL ITEMS TO E SENT TO THE STRUTURL ENGINEER PRIOR TO THE STRT OF ONSTRUTION. THIS LIST SHLL E UPDTED ND REVISED ND KEPT URRENT S THE JO PROGRESSES. THE SUMITTL LIST SHLL E ORGNIZED S SHOWN ELOW: a. SHOP DRWINGS b. DESIGN LULTIONS c. PRODUT DT, ERTIFITES, REPORTS, ND OTHER LITERTURE. SUMITTLS TO E PROVIDED TO STRUTURL ENGINEER. STRUTURL SUMITTLS: IN DDITION TO THE SUMITTLS REQUIRED Y THE STRUTURL SPEIFITIONS, THE FOLLOWING SUMITTLS SHLL E PROVIDED: a. LYOUT OF EMEDDED ITEMS (PLTES, NGLES, OLTS, ET.) OR ITEMS TTHED TO THE STRUTURL FRME FOR UILDING LDDING TTHMENT OR FOR TTHMENT OF OTHER ITEMS. b. LYOUT OF MEHNIL, ELETRIL, ND PLUMING OPENINGS IN FLT SLS. c. LYOUT OF PENETRTIONS IN EMS ND JOISTS.. DEFERRED SUMITTLS: a. THE FOLLOWING ITEMS RE ONSIDERED DEFERRED SUMITTLS Y THE REGISTERED DESIGN PROFESSIONL IN RESPONSILE HRGE: ) OLD-FORMED METL FRMING (RE) ) EXTERIOR WINDOW WLL SYSTEM (S&S, RE) ) ROOF TOP EQUIPMENT ND NHORGES (S&S) ) STEEL JOISTS (S&S) ) STEEL STIRS (S&S) ) STRUTURL STEEL ONNETIONS (S&S) ) WINDOW WSHING ND FLL RREST SYSTEMS (S&S) (S&S)ITEMS MRKED THUS SHLL HVE THE SHOP DRWINGS ND DELEGTED DESIGN SUMITTLS (INLUDING LULTIONS) SELED PER THE PROJET SPEIFITIONS Y N ENGINEER REGISTERED IN THE STTE WHERE THE PROJET IS LOTED. (RE)ITEMS MRKED THUS SHLL E SUMITTED TO ENGINEER FOR REORD ONLY ND WILL NOT HVE THE ENGINEER S SHOP DRWING STMP FFIXED. b. DOUMENTS FOR DEFERRED SUMITTL ITEMS SHLL E SUMITTED TO THE REGISTERED DESIGN PROFESSIONL ND SHLL E FORWRDED TO THE UILDING OFFIIL. c. DEFERRED SUMITTL ITEMS SHLL NOT E INSTLLED UNTIL THE DEFERRED SUMITTL DOUMENTS HVE EEN PPROVED Y THE UILDING OFFIIL.. SUMITTLS WITH IMPT TO STRUTURE: a. ELEVTORS b. MEHNIL EQUIPMENT WEIGHTS. SUMITTL REQUIREMENTS: TERMINL EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () - SEL DTE Southern Minerals Road orpus hristi, Texas Laredo Street orpus hristi, Texas P () - F () - P.E. Serial No.: // Walter P. Moore and ssociates, Inc. TPE Firm Registration No. LOTION PLN SHEET NME FOUNDTION ID PKGE LEOPRD ST. RENT WENGER I- SOUTHERN MINERLS RD. GENERL NOTES TULE LKE S.- // S-

7 GENERL STRUTURL NOTES PRT XI - SUMITTLS (ONTINUED). REPRODUTION a. LL SHOP DRWINGS MUST E REVIEWED ND STMPED Y THE GENERL ONTRTOR PRIOR TO SUMITTL. b. ONTRTOR SHLL PROVIDE THE SUMITTL IN ELETRONI PORTLE DOUMENT FORMT (PDF) PER THE SPEIFITIONS. c. THE OMISSION FROM THE SHOP DRWINGS OF NY MTERILS REQUIRED Y THE ONTRT DOUMENTS TO E FURNISHED SHLL NOT RELIEVE THE ONTRTOR OF THE RESPONSIILITY OF FURNISHING ND INSTLLING SUH MTERILS, REGRDLESS OF WHETHER THE SHOP DRWINGS HVE EEN REVIEWED ND PPROVED.. THE USE OF ELETRONI FILES OR REPRODUTIONS OF THESE ONTRT DOUMENTS Y NY ONTRTOR, SUONTRTOR, ERETOR, FRITOR, OR MTERIL SUPPLIER IN LIEU OF PREPRTION OF SHOP DRWINGS SIGNIFIES THEIR EPTNE OF LL INFORMTION SHOWN HEREON S ORRET, ND OLIGTES THEMSELVES TO NY JO EXPENSE, REL OR IMPLIED, RISING DUE TO NY ERRORS THT MY OUR HEREON. PRT XII - MISELLNEOUS. ONTRT DOUMENTS. IT IS THE RESPONSIILITY OF THE GENERL ONTRTOR TO OTIN LL ONTRT DOUMENTS ND LTEST DDEND ND TO SUMIT SUH DOUMENTS TO LL SUONTRTORS ND MTERIL SUPPLIERS PRIOR TO THE SUMITTL OF SHOP DRWINGS, FRITION OF NY STRUTURL MEMERS, ND ERETION IN THE FIELD.. THE ONTRT STRUTURL DRWINGS ND SPEIFITIONS REPRESENT THE FINISHED STRUTURE, ND, EXEPT WHERE SPEIFILLY SHOWN, DO NOT INDITE THE METHOD OR MENS OF ONSTRUTION. THE ONTRTOR SHLL SUPERVISE ND DIRET THE WORK ND SHLL E SOLELY RESPONSILE FOR LL ONSTRUTION MENS, METHODS, PROEDURES, TEHNIQUES, ND SEQUENE.. OPENINGS THROUGH FLOORS, ROOFS, ND WLLS FOR DUTS, PIPING, ND/OR ONDUIT SHLL E OORDINTED Y THE ONTRTOR. ONTRTOR SHLL VERIFY SIZES ND LOTIONS OF HOLES ND OPENINGS WITH THE MEHNIL, ELETRIL, PLUMING, ND FIRE PROTETION DRWINGS ND THE RESPETIVE SUONTRTORS.. REFER TO DRWINGS OTHER THN STRUTURL FOR OMPLETE INFORMTION INLUDING: ES OF FLOOR SL FINISHES ND THEIR LOTIONS, FLOOR SL DEPRESSIONS ND URS, OPENINGS IN STRUTURL WLLS, ROOFS ND FLOORS REQUIRED Y RHITETURL ND MEP FETURES, STIRS, RMPS, ET.. WHERE MEMER LOTIONS RE NOT SPEIFILLY DIMENSIONED, MEMERS RE EITHER LOTED ON OLUMNS LINES OR RE EQULLY SPED ETWEEN LOTED MEMERS.. IF ERTIN FETURES RE NOT FULLY SHOWN OR SPEIFIED ON THE DRWINGS OR IN THE SPEIFITIONS, THEIR ONSTRUTION SHLL E OF THE SME HRTER S SHOWN OR SPEIFIED IN SIMILR ONDITIONS.. DRWING ONFLITS. THE GENERL ONTRTOR SHLL OMPRE THE RHITETURL ND STRUTURL DRWINGS ND REPORT NY DISREPNY ETWEEN EH SET OF DRWINGS ND WITHIN EH SET OF DRWINGS TO THE RHITET ND ENGINEER PRIOR TO THE FRITION ND INSTLLTION OF NY STRUTURL MEMERS.. ONFLITS IN STRUTURL REQUIREMENTS. WHERE ONFLIT EXISTS MONG THE VRIOUS PRTS OF THE STRUTURL ONTRT DOUMENTS, STRUTURL DRWINGS, GENERL NOTES, ND SPEIFITIONS, THE STRITEST REQUIREMENTS, S INDITED Y THE ENGINEER, SHLL GOVERN. D. EXISTING ONDITIONS. WORK SHOWN ON THE DRWINGS IS NEW, UNLESS NOTED S EXISTING.. EXISTING ONSTRUTION SHOWN ON THE DRWINGS WS OTINED FROM EXISTING ONSTRUTION DOUMENTS ND LIMITED OSERVTION. THESE DRWINGS OF EXISTING ONSTRUTION RE VILLE FOR ONTRTOR USE. HOWEVER, THE VILLE DRWINGS OF EXISTING ONSTRUTION RE NOT NEESSRILY OMPLETE. THE ONTRTOR SHLL FIELD VERIFY LL PERTINENT INFORMTION.. THE ONTRTOR SHLL VERIFY THE LOTION OF EXISTING UTILITIES PRIOR TO THE STRT OF ONSTRUTION ND TKE RE TO PROTET EXISTING UTILITIES THT RE TO REMIN IN SERVIE.. THE ONTRTOR SHLL REPIR LL DMGE USED DURING ONSTRUTION WITH SIMILR MTERILS ND WORKMNSHIP TO RESTORE ONDITIONS TO LEVELS EPTLE TO THE RHITET. PRT XII - MISELLNEOUS (ONTINUED) ONTINUOUS ELEMENT LINKING THE LTERL-FORE-RESISTING ELEMENTS TO LL OTHER OLUMNS. d) STEEL DEK DIPHRGM THT IS OMPLETELY TTHED TO LL ROOF MEMERS ORDING TO SPEIFITIONS ND THT RETES ONTINUOUS ELEMENT LINKING THE LTERL-FORE RESISTING SYSTEM TO LL OTHER OLUMNS. G. RESPONSIILITY OF THE ONTRTOR FOR ONSTRUTION LODS. THE STRUTURE HS EEN DESIGNED FOR THE LODS IDENTIFIED WITHIN THESE STRUTURL DRWINGS THT RE NTIIPTED TO E PPLIED TO THE FINL STRUTURE ONE OMPLETED ND OUPIED. THE ONTRTOR SHLL NOT OVERLOD THE STRUTURE DURING ONSTRUTION. THE ONTRTOR SHLL E RESPONSILE FOR HEKING THE DEQUY OF THE STRUTURE TO SUPPORT NY PPLIED ONSTRUTION LODS, INLUDING THOSE DUE TO ONSTRUTION VEHILES OR EQUIPMENT, MTERIL HNDLING OR STORGE, SHORING OR RESHORING, OR NY OTHER ONSTRUTION TIVITY. THE ONTRTOR SHLL SUMIT LULTIONS SIGNED ND SELED Y N ENGINEER LIENSED IN THE STTE WHERE THE PROJET IS LOTED VERIFYING THE DEQUY OF THE STRUTURE FOR NY PROPOSED ONSTRUTION LODS THT RE IN EXESS OF THE STTED DESIGN LODS. THE STRUTURL ENGINEER IS NOT RESPONSILE TO DESIGN OR HEK THE STRUTURE FOR LODS PPLIED TO THE STRUTURE FOR NY ONSTRUTION TIVITY. H. ONTRTOR SUSTITUTIONS. NY MTERILS OR PRODUTS SUMITTED FOR PPROVL THT RE DIFFERENT FROM THE MTERIL OR PRODUTS SPEIFIED IN THE STRUTURL ONTRT DOUMENTS WILL E PPROVED ONLY IF THE FOLLOWING RITERI RE STISFIED: a. OST SVINGS TO THE OWNER IS DOUMENTED ND SUMITTED WITH THE REQUEST. b. THE MTERIL OR PRODUT HS EEN PPROVED Y THE INTERNTIONL ODE OUNIL (I) ND THE I REPORT IS SUMITTED WITH THE REQUEST. ) THE I ESR THT IS SUMITTED MUST REFERENE THE UILDING ODE UNDER WHIH THE PROJET IS PERMITTED. ) I REPORTS THT HVE EEN DISONTINUED T THE TIME OF PRODUT INSTLLTION WILL NOT E EPTED.. SUMITTLS NOT STISFYING THE OVE RITERI WILL NOT E ONSIDERED. I. ELEVTOR GUIDE RIL SUPPORTS. THE GENERL ONTRTOR SHLL PROVIDE INTERMEDITE GUIDE RIL SUPPORTS FOR ELEVTOR RILS ND OUNTERWEIGHT RILS WHEREVER THE FLOOR TO FLOOR HEIGHT EXEEDS [ - ] [ -"] <FILL IN>. J. MEHNIL EQUIPMENT WEIGHTS. THE GENERL ONTRTOR SHLL SUMIT TUL WEIGHTS OF EQUIPMENT TO E USED IN THE PROJET TO THE STRUTURL ENGINEER FOR VERIFITION OF LODS USED IN THE DESIGN T LEST THREE WEEKS PRIOR TO FRITION ND ONSTRUTION OF THE SUPPORTING STRUTURE. K. THE STRUTURL ENGINEER S ROLE DURING ONSTRUTION. THE ENGINEER SHLL NOT HVE ONTROL NOR HRGE OF, ND SHLL NOT E RESPONSILE FOR, ONSTRUTION MENS, METHODS, TEHNIQUES, SEQUENES, OR PROEDURES, FOR SFETY PREUTIONS ND PROGRMS IN ONNETION WITH THE WORK, FOR THE TS OR OMISSION OF THE ONTRTOR, SUONTRTOR, OR NY OTHER PERSONS PERFORMING NY OF THE WORK, OR FOR THE FILURE OF NY OF THEM TO RRY OUT THE WORK IN ORDNE WITH THE ONTRT DOUMENTS.. PERIODI OSERVTION Y FIELD REPRESENTTIVES OF WLTER P. MOORE ND SSOITES IS SOLELY FOR THE PURPOSE OF EOMING GENERLLY FMILIR WITH THE PROGRESS ND QULITY OF THE WORK OMPLETED ND DETERMINING, IN GENERL, IF THE WORK OSERVED IS EING PERFORMED IN MNNER INDITING THT THE WORK, WHEN FULLY OMPLETED, WILL E IN ORDNE WITH THE STRUTURL ONTRT DOUMENTS. THIS LIMITED OSERVTION SHOULD NOT E ONSTRUED S EXHUSTIVE OR ONTINUOUS TO HEK THE QULITY OR QUNTITY OF THE WORK, UT RTHER PERIODI IN N EFFORT TO KEEP THE OWNER RESONLY INFORMED OUT THE PROGRESS ND QULITY OF THE PORTION OF THE STRUTURE OMPLETED. L. MINTENNE STTEMENT. LL STRUTURES REQUIRE PERIODI MINTENNE TO EXTEND LIFESPN ND TO ENSURE STRUTURL INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. PLNNED PROGRM OF MINTENNE SHLL E ESTLISHED Y THE UILDING OWNER. THIS PROGRM SHLL INLUDE SUH ITEMS SUH S UT NOT LIMITED TO PINTING OF STRUTURL STEEL, PROTETIVE OTING FOR ONRETE, SELNTS, ULKED JOINTS, EXPNSION JOINTS, ONTROL JOINTS, SPLLS ND RKS IN ONRETE, ND PRESSURE WSHING OF EXPOSED STRUTURL ELEMENTS EXPOSED TO SLT ENVIRONMENT OR OTHER HRSH HEMILS. PRT XIII - DRWING INTERPRETTION TERMINL EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () - SEL Southern Minerals Road orpus hristi, Texas Laredo Street orpus hristi, Texas P () - F () - P.E. Serial No.: // Walter P. Moore and ssociates, Inc. TPE Firm Registration No. LOTION PLN FOUNDTION ID PKGE LEOPRD ST. RENT WENGER I- SOUTHERN MINERLS RD. TULE LKE E. DJENT ND PROPERTY. THE GENERL ONTRTOR SHLL ENSURE THT LL ONSTRUTION METHODS USED WILL NOT USE DMGE TO THE DJENT ND PROPERTY. THIS SHLL INLUDE LL FOUNDTION INSTLLTION.. THE GENERL ONTRTOR IS DVISED TO PERFORM LL PHOTOGRPHI SURVEYS ND OTHER DOUMENTTION OF THE DJENT EFORE THE STRT OF ND DURING ONSTRUTION. F. RESPONSIILITY OF THE ONTRTOR FOR STILITY OF THE STRUTURE DURING ONSTRUTION. LL STRUTURL ELEMENTS OF THE PROJET HVE EEN DESIGNED Y THE STRUTURL ENGINEER TO RESIST THE REQUIRED ODE VERTIL ND LTERL FORES THT OULD OUR IN THE FINL OMPLETED STRUTURE ONLY. THE ILITY OF THE STRUTURL FRME TO RESIST THE REQUIRED ODE FORES DERIVES FROM THE OMPLETE INSTLLTION OF THE LTERL FORE RESISTING SYSTEMS ND DIPHRGMS DESRIED ELOW. IT IS THE RESPONSIILITY OF THE ONTRTOR TO PROVIDE LL REQUIRED RING DURING ONSTRUTION TO MINTIN THE STILITY ND SFETY OF LL STRUTURL ELEMENTS DURING THE ONSTRUTION PROESS UNTIL THE LTERL-LOD RESISTING OR STILITY-PROVIDING SYSTEM IS OMPLETELY INSTLLED ND LL DESIGNTED ONRETE ELEMENTS (IF NY) HVE REHED MINIMUM OF % OF THEIR DESIGN STRENGTH. THE REQUIRED STRUTURL ELEMENTS RE: a. STEEL FRMES: ) LTERL-FORE RESISTING SYSTEM a) STEEL MOMENT FRMES, INDITED ON THE DRWINGS S SERIES OF STEEL EMS THT RE RIGIDLY ONNETED (FIXED JOINTS) TO OLUMNS. b) STEEL RED FRMES, INDITED ON THE DRWINGS S SERIES OF VERTILLY ORIENTED STEEL TRUSSES ONSISTING OF STEEL DIGONL MEMERS, STEEL OLUMNS ND ONNETING STEEL FLOOR EMS. ). DIPHRGM c) ONRETE SL ST ON OMPO STEEL DEK DIPHRGM THT IS OMPLETELY TTHED TO LL STEEL FLOOR MEMERS ORDING TO THE SPEIFITIONS ND THT RETES. DRWING VIEWS LELED S IL. PRTIL PLNS, ELEVTIONS, SETIONS, DETILS, OR SHEDULES LELED WITH IL T THE EGINNING OF THEIR TITLE SHLL PPLY TO LL SITUTIONS OURRING ON THE PROJET THT RE THE SME OR SIMILR TO THOSE SPEIFILLY SHOWN. THE PPLIILITY OF THE ONTENT OF THESE VIEWS TO LOTIONS ON THE PLN N E DETERMINED FROM THE TITLE OF THE VIEWS. SUH VIEWS SHLL PPLY WHETHER OR NOT THEY RE KEYED IN T EH LOTION. DEISIONS REGRDING PPLIILITY OF THESE IL VIEWS SHLL E DETERMINED Y THE STRUTURL ENGINEER.. STRUTURL REVITIONS, SYMOLS, ND NOTTIONS. REFER TO SHEET <S-X> FOR REVITIONS, SYMOLS, ND NOTTIONS USED ON THE STRUTURL DRWINGS. DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a. SHEET NME GENERL NOTES DTE S.- // S-

8 STRUTURL SYMOLS ND NOTTIONS MTERIL IDENTIFITION SYMOLS THE FOLLOWING MTERIL IDENTIFITION SYMOLS MY E USED IN THE SETIONS ND DETILS: LUMINUM THE FOLLOWING MTERIL IDENTIFITION SYMOLS MY E USED IN THE PLNS: STEEL OLUMN ONRETE OLUMN ONRETE WLL OUNDRY OF EXISTING ONSTRUTION OUNDRY OF FUTURE EXPNSION LODERING MSONRY WLL NON-LODERING MSONRY WLL STRUTURL PREST WLL OUNDRY OF EXISTING ONSTRUTION TO E DEMOLISHED OUNDRY OF ONRETE TOPPING SL POURED ON SUSTRUTURE THE FOLLOWING SYMOLI LINEWORK MY E USED THROUGHOUT THE DRWINGS: REFERENE GRID LINE SYMOL ENTERLINE SYMOL PLN MTHLINE SYMOL NON-STRUTURL LINE SYMOL GRTING WELDED WIRE REINFOREMENT SYMOL STEEL JOIST LINE SYMOL OPENING LINE SYMOL THESE FOLLOWING SYMOLS MY E USED THROUGHOUT THE DRWINGS TO REFER TO OTHER VIEWS: DETIL NUMER OR LETTER SHEET NUMER ST-IN-PLE ONRETE REFERENE OJET DETIL NUMER OR LETTER SHEET NUMER REFERENE OJET S- OVERLL SETION SYMOL FRMING ELEVTION SYMOL XXX-x,# ELOW ERTH MSONRY POLYSTYRENE RIGID INSULTION EXISTING SYMOLI LINEWORK VIEW REFERENE SYMOLS S- MEHNIL UNIT OR OTHER EQUIPMENT ERTH (UNDISTURED) S- EXISTING ONSTRUTION DETIL NUMER OR LETTER SHEET NUMER RE OR ITEM EING DETILED DETIL REFERENE SYMOL DETIL NUMER OR LETTER SHEET NUMER REFERENE OJET S- ROUGH OUTLINE OF UNIT UNIT NME (IF PROVIDED) MXIMUM TOTL LLOWLE WEIGHT OF UNIT OR EQUIPMENT INLUDING WEIGHT OF UR IF PROVIDED, INDITES UNIT IS HNGING ELOW FLOOR OR ROOF GRVEL ROK STEEL STRUTURL PREST ONRETE DEMO Wx S- PRTIL SETION SYMOL GROUT WOOD PLN SYMOLS THE FOLLOWING SYMOLS MY E USED THROUGHOUT THE PLNS. SLOPE TRNSITION INDITOR SYMOL SIZE OF STEP (IF PROVIDED) STEP INDITOR SYMOL N PROJET NORTH RROW SYMOL S SL OR DEK E (IF PROVIDED) ONE-WY SL OR DEK SPN INDITOR SYMOL REINFORING STEEL WITH HOOK FPx STEEL FRMING PENETRTION ONNETION WITH PSS THROUGH FORE THESE FOLLOWING SYMOLS MY E USED THROUGHOUT THE DRWINGS: RE OR ITEM EING REVISED FLT FE REK MRK SMLL OPENINGS IN STRUTURL SL OR DEK UNIVERSL SYMOLS REVISION LOUD SYMOL REFERENE GRID INDITOR SYMOL REVISION NUMER OR LETTER GRID LEL RMP SLOPE INDITOR SYMOL SIZE OF STEP (IF PROVIDED) S STEP TO SLOPE INDITOR SYMOL ORING LOTION SYMOL SL OR DEK E (IF PROVIDED) TWO-WY SL SPN INDITOR SYMOL REINFORING STEEL WITH HOOK FORE (KIPS) URVED FE REK MRK LRGE OPENING IN STRUTURL SL OR DEK '-" TOP OF SL ELEVTION OF REFERENE OJET OR LOTION REFERENE OJET OR LOTION ELEVTION DESIGNTION SYMOL WP WORK POINT SYMOL SLOPE PITH INDITOR SYMOL RIDGE INDITOR SYMOL x PSS-THROUGH FORE SYMOL SLOPE EDGE MOMENT ONNETION (NON-SEISMI) OPEN KEYNOTE INDITOR SYMOL DED END STRESSING END LINE REK MRK HORIZONTL DIMENSION VERTIL DIMENSION POST- TENSIONING TENDON SYMOLS FPx ONRETE FRMING PENETRTION RE/KIKER DIRETION INDITOR SYMOL EPx EPx ONNETION TO ONRETE WITH EMEDDED PLTE STRUTURL ELEMENTS TGS THE FOLLOWING STRUTURL ELEMENT TGS, USED IN ONJUNTION WITH SHEDULES, MY PPER ON THE DRWINGS: & # Ø DDL ESS FF HR HU LT PPROX R RH F LDG M O OD OT RDG RG TWN NTIL FSF IP J JP L MU OL ON ONN ONSTR ONT OORD OV PRS TRS db D DW DET DI DIM DW DWG E EF EJ EL ELEV EMED ENGR EQ EQUIP EQUIV EW EXIST EXP EXT F f'c= f'm= FD FDTN FF FIN FLR FS FTG FUT FV Fy= GLV GEN GR H HGR HORIZ HS HSS ID INFO INT JT K KSF KSI LS Ld LL xx DENOTES SL OTTOM REINFOREMENT E "xx" Mxx DENOTES ONRETE EM E "xx" Pxx DENOTES SE PLTE E "xx" xx DENOTES OLUMN E "xx" Fxx DENOTES ONTINUOUS FOOTING E "xx" DPxx DENOTES DRILLED PIER E "xx" EPxx DENOTES EMEDDED PLTE E "xx" Fxx DENOTES SPRED FOOTING E "xx" FPxx DENOTES FRMING PENETRTION E "xx" Gxx DENOTES GRDE EM E "xx" MWxx DENOTES MU WLL E "xx" Pxx DENOTES PIER E "xx" Pxx DENOTES PILE OR PIER P E "xx" Sxx DENOTES ONE-WY SL E "xx" SRxx DENOTES HEDED SHER STUD REINFOREMENT E "xx" SFxx DENOTES STRIP FOOTING E "xx" Txx DENOTES SL TOP REINFOREMENT E "xx" WFxx DENOTES WLL FOOTING E "xx" THE FOLLOWING REVITIONS MY E USED IN THE DRWINGS: T ND NUMER ROUND, DIMETER DDITIONL RHITETURL EXPOSED STRUTURL STEEL OVE FINISHED FLOOR NHOR IR HNDLING UNIT LTERNTE PPROXIMTE NHOR ROD RHITETURL OTTOM OF OLUMN RED FRME UILDING EM OTTOM OF OTTOM OF DEK OTTOM RIDGING ERING ETWEEN MER NTILEVER OLD-FORMED STEEL FRMING ST-IN-PLE ONSTRUTION/ONTROL JOINT OMPLETE JOINT PENETRTION ENTERLINE ONRETE MSONRY UNIT OLUMN ONRETE ONNETION ONSTRUTION ONTINUOUS OORDINTE OVER OMPRESSILE ENTERS R DIMETER DEFORMED R NHOR DEMND RITIL WELD DETIL DIMETER DIMENSION DEFORMED WIRE NHOR DRWING EH EH FE EXPNSION JOINT ELEVTION ELEVTOR EMEDMENT, EMEDDED ENGINEER EQUL EQUIPMENT EQUIVLENT EH WY EXISTING EXPNSION EXTERIOR FRITE DY ONRETE STRENGTH= DY MSONRY STRENGTH= FLOOR DRIN FOUNDTION FR FE FINISH(ED) FLOOR FR SIDE FOOTING FUTURE FIELD VERIFY YIELD STRENGTH= GLVNIZE(D) GENERL GRDE HORIZONTL RETION HNGER HORIZONTL HEDED STUD NHOR HOLLOW STRUTURL SETION INSIDE DIMETER INFORMTION INTERIOR JOINT KIPS ( LS) KIPS PER SQURE FOOT KIPS PER SQURE INH POUNDS DEVELOPMENT LENGTH LONG LEG K TO K LLH LLV LONG LSH LSLP LSLT LSV LW M MS MX M MEH MEZZ MFR MH MIN MIS MTL NF NI NS NTS NW O OD OPH OPNG OPP OVS P PF PR P PF PY PERP PL PLF PJP PRELIM PROP PSF PSI PT QTY R RD REF REINF REM REQD REV RS RTU S SHED SDS SET SHT SIM SL SLRS SOG SP SPE SPRT SQ SS SSLP SSLT STD STIF STIR STL STRUT SW SYMM T T THD TO TO TOM TOS TRNS UNO VERT WF WP WS WT WWR XS XXS LONG LEG HORIZONTL LONG LEG VERTIL LONGITUDINL LONG SIDE HORIZONTL LONG-SLOTTED HOLE PRLLEL LONG-SLOTTED HOLE TRNSVERSE LONG SIDE VERTIL LIGHTWEIGHT ONRETE MOMENT MSONRY MXIMUM MOMENT ONNETION MEHNIL MEZZNINE MNUFTURER HORIZONTL MOMENT MINIMUM MISELLNEOUS METL NER FE NOT IN ONTRT NER SIDE NOT TO SLE NORMLWEIGHT ONRETE ON ENTER OUTSIDE DIMETER OPPO HND OPENING OPPO OVERSIZED HOLE XIL LOD POWDER TUTED FSTENER PRLLEL PREST ONRETE POUNDS PER UI FOOT POUNDS PER UI YRD PERPENDIULR PLTE POUNDS PER LINER FOOT PRTIL JOINT PENETRTION PRELIMINRY PROPERTY POUNDS PER SQURE FOOT POUNDS PER SQURE INH POST-TENSION(ED) QUNTITY RETION RDIUS REFERENE REINFOREMENT REMINDER REQUIRED REVISION ROK SOKET ROOF TOP UNIT SLIP RITIL SHEDULE(D) SELF-DRILLING SREW SETION SHEET SIMILR SHORT LEG K TO K SEISMI LOD RESISTING SYSTEM SL-ON-GRDE SPING SPEIFITION SUPPORT SQURE STINLESS STEEL SHORT-SLOTTED HOLE PRLLEL SHORT-SLOTTED HOLE TRNSVERSE STNDRD STIFFENER STIRRUP STEEL STRUTURE, STRUTURL SHER WLL SYMMETRI, SYMMETRIL TORSION TOP OF OLUMN THREDED TOP OF TOP OF ONRETE TOP OF MSONRY TOP OF STEEL, TOP OF SL TRNSVERSE IL UNLESS NOTED OTHERWISE VERTIL WIDE FLNGE WORK POINT WTERSTOP WEIGHT WELDED WIRE REINFOREMENT EXTR STRONG DOULE EXTR STRONG FOUNDTION NNOTTION STYLES THE FOLLOWING STRUTURL NNOTTIONS MY PPER ON THE FOUNDTION PLNS: WF. MW M <-'-"> F. +'-" P +'-" ~'-" '-" RS K STEP IN FOOTING ONRETE NNOTTION STYLES SR SPRED, STRIP, OR OMINED FOOTING MRK OLUMN MRK (IF PROVIDED) TOP OF FOOTING ELEVTION (IF PROVIDED) PIER MRK OLUMN MRK (IF PROVIDED) TOP OF PIER ELEVTION (IF PROVIDED) ESTIMTED PIER TIP ELEVTION (IF PROVIDED) REQUIRED ROK SOKET (IF PROVIDED) OLUMN UNFTORED RETION IN KIPS (IF PROVIDED) WLL FOOTING MRK WLL MRK (IF PROVIDED) LL STEPS WILL E NOTED THE FOLLOWING STRUTURL NNOTTIONS MY PPER ON THE ONRETE FRMING PLNS STEEL NNOTTION STYLES OLUMN MRK (IF PROVIDED) HEDED SHER STUD REINFOREMENT MRK (IF PROVIDED) EM MRK TOP OF ONRETE EM ELEVTION RELTIVE TO IL TOP OF ONRETE ELEVTION. POSITIVE VLUE INDITES THE ONRETE EM IS OVE THE IL ELEVTION. THE FOLLOWING STRUTURL NNOTTIONS MY PPER ON THE STEEL FRMING PLNS. LL LODS INDITED RE FTORED: EM SIZE EM SIZE NUMER OF SHER STUDS T UNIFORM SPING Wx =. R/ Wx =. R/ () Wx =. R/ () () () () P/- R H M/- MH T EM MER LEFT END VERTIL SHER RETION (IN KIPS) RIGHT END VERTIL SHER RETION (IN KIPS) NOTE: IF ONLY ONE RETION IS PROVIDED, IT PPLIES TO OTH ENDS EM MER LEFT END VERTIL SHER RETION (IN KIPS) RIGHT END VERTIL SHER RETION (IN KIPS) NOTE: IF ONLY ONE NUMER IS PROVIDED, RETION PPLIES TO OTH ENDS LTERNTE SHER STUD LLOUT FOR NON-UNIFORM SPING DDITIONL INFORMTION MY E SPEIFIED ON STEEL EMS FOR THE PURPOSES OF DELEGTED ONNETION DESIGN. IN THOSE SES, FORES ND MOMENTS WILL E PROVIDED S PPROPRITE T THE ENDS OF THE EMS S INDITED ELOW. R Wx P OLUMN SIZE OR MRK (IF PROVIDED) SE PLTE MRK (IF PROVIDED) NON-OMPO EM OMPO EM Wx =. () Wx =. R/ <+ /> () RED FRME F- XIL LOD RETION (IN KIPS) VERTIL SHER RETION (IN KIPS) HORIZONTL SHER RETION (IN KIPS) VERTIL MOMENT RETION (IN KIP- FEET) HORIZONTL MOMENT RETION (IN KIP- FEET) TORSION RETION (IN KIP-FEET) TOP OF STEEL ELEVTION RELTIVE TO IL TOP OF STEEL ELEVTION. POSITIVE VLUE INDITES THE STEEL EM IS OVE THE IL ELEVTION. RED FRME DESIGNTION RES ONTINUING OVE RE INDITED Y HIDDEN LINES OVE EM RES ONTINUING ELOW RE INDITED Y HIDDEN LINES ELOW EM DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a. TERMINL EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () - SEL DTE Southern Minerals Road orpus hristi, Texas Laredo Street orpus hristi, Texas P () - F () - P.E. Serial No.: // Walter P. Moore and ssociates, Inc. TPE Firm Registration No. LOTION PLN SHEET NME FOUNDTION ID PKGE LEOPRD ST. RENT WENGER I- SOUTHERN MINERLS RD. TULE LKE STRUTURL SYMOLS N NOTTIONS S.- // S-

9 " TOP " SIDE FOR UNSED SHFTS " SIDE FOR PERMNENTLY SED SHFTS (REFER TO NOTE ) " ORD-FORMED SIDES/ENDS " OTTOM /" TOP (# RS ND SMLLER) " TOP (# RS ND LRGER) " ERTH-FORMED SIDES/ENDS " ORD-FORMED SIDES/ENDS " OTTOM /" TOP (# RS ND SMLLER) " TOP (# RS ND LRGER) " ERTH-FORMED SIDES/ENDS " ORD-FORMED SIDES/ENDS /" TOP (# RS ND SMLLER) " TOP (# RS ND LRGER) " ERTH-FORMED SIDES/ENDS /" TOP (# RS ND SMLLER) " TOP (# RS ND LRGER) /" SIDES/ENDS EH FE (# RS ND SMLLER) " SIDES/ENDS EH FE (# RS ND LRGER) " ORD-FORMED SIDES/ENDS /" TOP (# RS ND SMLLER) " TOP (# RS ND LRGER) " ERTH-FORMED SIDES/ENDS TERMINL Southern Minerals Road orpus hristi, Texas EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - ST-IN-PLE DEEP FOUNDTIONS ND RETINING PIERS. REFER TO "NOTES FOR IL LER ONRETE OVER FOR REINFORING STEEL" FOR DDITIONL INFORMTION.. SIDE OVER FOR DEEP FOUNDTIONS ST INSIDE OF STEEL SING SHLL E MESURED FROM INSIDE FE OF SING.. FOR PREST ELEMENTS NOT MNUFTURED UNDER PLNT ONDITIONS, OVERS NOTED FOR ST-IN-PLE ELEMENTS SHLL E USED. IL LER ONRETE OVER FOR REINFORING STEEL IN FOUNDTION ELEMENTS PS SPRED FOOTINGS ND MTS " OTTOM GRDE EMS FOUNDTION WLLS PLINTHS/PILSTERS -FN-OVER- ND SSOITES, IN. WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () -. ONRETE PROFILES ND REINFORING STEEL ONFIGURTIONS RE SHEMTI ND RE PROVIDED FOR ESTLISHING IL LER ONRETE OVERS ONLY. REFER TO STRUTURL PLNS ND DETILS FOR LL OTHER INFORMTION.. LL OVERS SHOWN RE LER FROM THE OUTERMOST SURFE OF REINFORING STEEL TO THE LOSEST OUTER SURFE OF THE ONRETE, INLUDING REVELS, DRIP GROOVES, OR RUSTITIONS.. WHERE OVERS RE DIFFERENT S FUNTION OF R SIZE, DETILER SHLL DJUST LOTION OF TRNSVERSE REINFORING STEEL S REQUIRED SUH THT LER OVERS RE MET FOR OTH TRNSVERSE ND LONGITUDINL STEEL..,, ND REFER TO THE ORROSION EXPOSURE LSS OF THE ONRETE ELEMENT. REFER TO THE LSSES OF ONRETE MTRIX ND GENERL NOTES FOR DDITIONL INFORMTION. SEL Laredo Street orpus hristi, Texas P () - F () - FOUNDTION ID PKGE RENT WENGER P.E. Serial No.: // Walter P. Moore and ssociates, Inc. TPE Firm Registration No. LOTION PLN TULE LKE LSSES OF ONRETE MTRIX TLE " = '-" NOTES FOR IL LER ONRETE OVER FOR REINFORING STEEL -GN-OVER- ND SSOITES, IN. LEOPRD ST. I- SOUTHERN MINERLS RD. SHEET NME LSSES OF ON MTRIX ND ON OVER DETILS S.- DTE // S- DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a.

10 PLN NOTES. IVIL DRWINGS ELEVTION.' = DTUM ELEVTION '-".. TOP OF PIER P/ GRDE EM ELEVTION = -'-" (.'), UNLESS NOTED OTHERWISE ON PLN.. GROUND FLOOR STRUTURE IS SUSPENDED ONRETE SL SYSTEM OVER RTON FORMS. THE SL THIKNESS IS " - REFER TO PLN S-R FOR REINFOREMENT. RTON FORMS RE TO E MINIMUM OF " DEEP. REFER TO SPEIFITIONS FOR DDITIONL INFORMTION ON RTON FORMS.. PROVIDE -#x'-" DDITIONL SL REINFOREMENT T LL RE-ENTRNT ORNERS.. DRIVEN PILE PIER P SHLL E ENTERED ON THE ENTROID OF SUPPORTED OLUMN UNLESS NOTED OTHERWISE.. REFER TO SHEET S SERIES DRWINGS FOR FOUNDTION ND SL SETIONS ND DETILS.. REFER TO SHEET S. FOR FOUNDTION SHEDULES.. REFER TO SHEET S SERIES FOR RED FRME ELEVTIONS ND SHEDULES.. REFER TO DETIL /S- FOR LIGHT POLE FOUNDTIONS. REFER TO ELETRIL ND DRWINGS FOR LIGHT POLE LOTIONS ND DDITIONL INFORMTION.. REFER TO RHITETURL DRWINGS FOR EXTENTS ND DIMENSIONS OF RISED OR DEPRESSED SL RES, SLOPES, URS, ND DRINS. REFER TO IL DETILS FOR REINFOREMENT REQUIREMENTS.. REFER TO MEHNIL, ELETRIL, ND PLUMING DRWINGS FOR SL PENETRTIONS ND UNDERGROUND UTILITIES.. ONTRTOR TO FIELD VERIFY LL EXISTING ONDITIONS ND DIMENSIONS. NOTIFY RHITET ND STRUTURL ENGINEER OF NY DISREPNIES.. '-" REFER TO DETIL /S- FOR LIGHT POLE FOUNDTIONS. REFER TO ELETRIL ND DRWINGS FOR LIGHT POLE LOTIONS ND DDITIONL INFORMTION. S- HSS.x. P P P HSS.x. HSS.x. HSS.x. HSS.x. P P HSS.x. HSS.x. '-" " S- " " S- P S- P P HSS.x. '- /" '- /" S- P P S- S- TOP OF P =-'-" P " " " S- S- '-" P S- P HSS.x. S- P '-" P TOP OF P =-'-" '- /" S- P S- " S- P HSS.x. TERMINL EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () - SEL Southern Minerals Road orpus hristi, Texas Laredo Street orpus hristi, Texas P () - F () - FOUNDTION ID PKGE '-" '-" '- /" S- '- /" P S- S- '-" P HSS.x. P HSS.x. S- P HSS.x. P HSS.x. S- P HSS.x. P HSS.x. " P. S- '-" LOTION PLN LEOPRD ST. I- SOUTHERN MINERLS RD. TULE LKE '-" '- /" S- S- P P P P P P P P P HSS.x. HSS.x. HSS.x. HSS.x. HSS.x. HSS.x. HSS.x. HSS.x. '-" '- /" S- S- S- " '-" '-" '-" '-" '-" '-" '-" '-" D E F G H I LEVEL - DMIN UILDING /" = '-" PURPOSE OF DRWING STTEMENT: THESE STRUTURL DRWINGS RE RELESED FOR IDDING ND ONSTRUTION OF THE STEEL H-PILES ND PILE PS ONLY. LL OTHER STRUTURL ELEMENTS RE EXLUDED FROM THIS PKGE ND MY NOT E OMPLETE S SHOWN, INLUDING UT NOT LIMITED TO GRDE EMS, GROUND FLOOR SLS, STEEL OLUMNS, RED FRMES, ND ELEVTED FLOOR FRMING. SHEET NME DMINISTRTION UILDING FIRST FLOOR PLN THE REQUIREMENTS FOR THE FOUNDTION ELEMENTS FOR THE PROPOSED MEHNIL YRD RE NOT INLUDED S INFORMTION FOR THIS RE IS NOT YET VILLE. LL OTHER INFORMTION ND DRWING SHEETS RE PRELIMINRY ND INLUDED FOR REFERENE ND INFORMTION ONLY. DTE S.- // S- DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a.

11 TERMINL Southern Minerals Road orpus hristi, Texas EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () - '- /" Laredo Street orpus hristi, Texas P () - F () - '-" ". '-" '-" '-" '-" '-" '-" DDL: #@" N-S x '-" (TOP) #@" N-S x '-" (OT), ENTERED ON PIER, HOOKED T SL EDGE DDL: #@" N-S x '-" (TOP) ENTERED ON PIER, HOOKED T SL EDGE DDL: #@" N-S (OT) FULL LENGTH OF Y ENTERED ON GRIDLINE, HOOKED T SL EDGE '-" '-" '-" DDL: #@" E-W (OT) FULL LENGTH OF Y ENTERED ON GRIDLINE, HOOKED T SL EDGE DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (TOP), ENTERED ON PIER, HOOKED T SL EDGE '-" '-" '-" '-" DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (TOP), ENTERED ON PIER '-" DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (TOP), ENTERED ON PIER '-" '-" '-" '-" '-" DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (TOP), ENTERED ON PIER DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (TOP), ENTERED ON PIER '-" '-" '-" '-" '-" '-" " DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (TOP), ENTERED ON PIER '-" '-" '-" '-" DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (TOP), ENTERED ON PIER, HOOKED T SL OPENING '-" DDL: #@" (OT) FULL LENGTH OF Y #@" x '-" (TOP) ENTERED ON SKEWED GRIDLINE, HOOKED T SL EDGE SEL P.E. Serial No.: // Walter P. Moore and ssociates, Inc. TPE Firm Registration No. LOTION PLN FOUNDTION ID PKGE LEOPRD ST. RENT WENGER I- TULE LKE SOUTHERN MINERLS RD. DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (OT), ENTERED ON GRIDLINE, HOOKED T SL EDGE DDL: #@" N-S x '-" (TOP) ENTERED ON PIER, HOOKED T SL EDGE " THIK TWO-WY ONRETE SL ON VOID OXES #@" E WY (TOP) #@" E WY (OT) DDL: #@" N-S x '-" (TOP) ENTERED ON PIER, HOOKED T SL EDGE DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (TOP), ENTERED ON PIER, HOOKED T SL EDGE DDL: #@" N-S (OT) FULL LENGTH OF Y ENTERED ON GRIDLINE DDL: #@" N-S (OT) FULL LENGTH OF Y ENTERED ON GRIDLINE, HOOKED T SL EDGE " THIK TWO-WY ONRETE SL ON VOID OXES #@" E WY (TOP) #@" E WY (OT) DDL: #@" N-S x '-" (TOP) ENTERED ON GRIDLINE, HOOKED T SL EDGE '-" '-" '-" '-" '-" '-" '-" '-" D E F G H I LEVEL - DMIN UILDING - REINFOREMENT PLN /" = '-" SHEET NME DMINISTRTION FIRST FLOOR - REINF PLN S.- DTE // S-R DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a.

12 PLN NOTES. TOP OF ONRETE ELEVTION IS '-", UNLESS NOTED OTHERWISE ON PLN.. FLOOR STRUTURE ONSISTS OF." NORMLWEIGHT ONRETE ON " DEEP, GGE GLVNIZED (G) OMPO STEEL DEK (." TOTL THIKNESS). STEEL DEK SHLL E PLED WITH TWO-SPN ONDITION MINIMUM. NO SINGLE SPNS RE LLOWED WITHOUT WRITTEN PPROVL OF ENGINEER-OF-REORD. OMPO SL SHLL E REINFORED WITH TOP RS EH WY.. PROVIDE ONTINUOUS /" ENT PLTE WITH /"Øx" HEDED STUDS SPED T '-" T LL SL EDGES ND OPENINGS, UNLESS NOTED OTHERWISE.. PLE #x'-"@" ROSS STEEL GIRDERS PER DETIL /S-. ENTER REINFORING RS T STEEL GIRDERS.. LL STEEL THT IS PERMNENTLY EXPOSED TO THE EXTERIOR OR IS PERMNENTLY IN UNONDITIONED SPE SHLL E HOT-DIPPED GLVNIZED.. REFER TO SHEET S SERIES SHEETS FOR FLOOR FRMING SETIONS ND DETILS.. REFER TO SHEET S SERIES SHEETS FOR RED FRME ELEVTIONS ND SHEDULES.. REFER TO MEHNIL, ELETRIL, ND PLUMING DRWINGS FOR PENETRTIONS NOT SHOWN. REFER TO IL DETILS FOR DDITIONL REINFOREMENT REQUIREMENTS T OPENINGS. TERMINL Southern Minerals Road orpus hristi, Texas EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - Wx () '-" S- OMPO STEEL DEK - " DEK, GGE WITH /" NORMLWEIGHT ONRETE SL PROPOSED RE LOTION Wx () Wx (,,,) Wx (,,) Wx (,,) Wx (,,) S- S- PROPOSED RE LOTION HSSxx/ Wx (,) S- '-" STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () -. '-" '-" '-" S- S- Wx (,) Wx (,) Wx (,,) Wx () Wx () Wx () Wx () Wx () Wx (,,) Wx () Wx () Wx () Wx () Wx () Wx = (,,,) '-" '-" '-" '-" Wx () Wx () Wx () Wx () S- Wx =. (...) Wx (,) Wx =. () S- Wx =. () Wx =. () Wx =. () Wx (,) Wx (,) Wx (,,) Wx (,,) Wx (,,,,) Wx () Wx =. () Wx () Wx Wx () Wx () Wx () Wx =. () Wx () Wx =. (,,) Wx =. () Wx () Wx =. () Wx () Wx =. () Wx () Wx =. () Wx () Wx =. () Wx () Wx =. (,,) Wx () Wx () Wx () Wx (,,,) Wx (,) Wx (,) Wx () Wx () S- Wx () Wx (,,,,) Wx (,,,) Wx (,) Wx () Wx (,) Wx () Wx () Wx () Wx () Wx () Wx (,) Wx Wx Wx () Wx (,) Wx () Wx () Wx (,) '- /" Wx () Wx () Wx () S- S- SEL Laredo Street orpus hristi, Texas P () - F () - P.E. Serial No.: // Walter P. Moore and ssociates, Inc. TPE Firm Registration No. LOTION PLN FOUNDTION ID PKGE LEOPRD ST. RENT WENGER I- SOUTHERN MINERLS RD. TULE LKE S- SIM S-." TOPPING SL OVER HIGH DENSITY POLYSTYRENE IN RESTROOMS. TOP OF TOPPING SL = '-" S- '-" '-" '-" '-" '-" '-" '-" '-" D E F G H I SHEET NME DMINISTRTION UILDING SEOND FLOOR PLN S.- LEVEL (DMIN) /" = '-" DTE // S- DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a.

13 PLN NOTES. TOP OF STEEL ELEVTIONS RE NOTED ON PLN.. ROOF SYSTEM IS ROOF DEK SUPPORTED Y STEEL EMS. ROOF DEK SHLL E." DEEP, E, WR, GGE GLVNIZED (G) STEEL ROOF DEK. ROOF DEK SHLL E PLED WITH TWO SPN ONDITION MINIMUM. NO SINGLE SPNS RE LLOWED WITHOUT WRITTEN PPROVL OF ENGINEER-OF-REORD.. PROVIDE ONTINUOUS /" ENT PLTE T LL ROOF EDGES ND OPENINGS, UNLESS NOTED OTHERWISE.. LL STEEL THT IS PERMNENTLY EXPOSED TO THE EXTERIOR OR IS PERMNENTLY IN UNONDITIONED SPE SHLL E HOT-DIPPED GLVNIZED.. DESIGN LL ROOF JOISTS ND RIDGING FOR NET WIND UPLIFT PRESSURES S NOTED ON THE DRWINGS. PROVIDE JOIST RIDGING PER SJI REQUIREMENTS.. REFER TO THE S SERIES DRWINGS FOR STEEL FRMING SETIONS ND DETILS.. REFER TO MEHNIL, ELETRIL, ND PLUMING DRWINGS FOR PENETRTIONS NOT SHOWN. REFER TO IL DETILS FOR DDITIONL STEEL REQUIREMENTS T OPENINGS. TERMINL Southern Minerals Road orpus hristi, Texas EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () -. '-" '-" '-" '-" '- /" TOS LONG GRID HSSx /x/ TUE POSTS T '-" SPING '- /" TOS LONG GRID '- /" TOS LONG GRID S- Wx S- Wx Wx Wx WTx Wx Wx Wx Wx '-" Wx Wx Wx Wx Wx Wx Wx '-" Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx EQ EQ EQ Wx Wx Wx Wx S- S- Wx Wx Wx Wx S- S- Wx Wx Wx Wx Wx Wx Wx Wx ROOF DEK - /" WR, E Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx #Roof Deck - /" Wx Wx Wx Wx Wx Wx Wx Wx EQ Wx Wx EQ Wx S- Wx Wx Wx Wx S- Wx Wx EQ EQ EQ Wx Wx Wx Wx Wx Wx Wx Wx S- S- Wx Wx Wx Wx Wx Wx Wx Wx '-" Wx Wx Wx Wx Wx WTx Wx Wx Wx Wx Wx Wx '-" Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx S- Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx S- S- HSSX /X/ TUE POSTS T '-" SPING STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () - SEL Laredo Street orpus hristi, Texas P () - F () - P.E. Serial No.: // Walter P. Moore and ssociates, Inc. TPE Firm Registration No. LOTION PLN FOUNDTION ID PKGE LEOPRD ST. RENT WENGER I- SOUTHERN MINERLS RD. TULE LKE '-" '-" '-" '-" '-" '-" '-" '-" D E F G H I SHEET NME DMINISTRTION UILDING ROOF PLN S.- ROOF (DMIN) /" = '-" DTE // S- DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a.

14 " LOD ERING MU WLL, c c c c '-" TOP OF GRDE EM / PILE PS = -'-" '-" '-" '-" '-" /" /" /" /" c c c d '- /" '-" '- /" TOP OF GRDE EM = -'-" -'-" TOP OF SL '-" TOP OF SL '-" /" SL ON RTON FORMS, IL WITHIN UILDING TOP OF GRDE EM / PILE PS = -'-" S- '-" S- GRDE EM STEP, REF /S- P P P P P P P P P P P P P S- S- S- S- '-" S- GRDE EM STEP, REF /S- P P P P P P S- '-" P P P P P S- S- P P P P P P S- S- P P P P /" /" TOP OF GRDE EM / PILE PS = -'-" GRDE EM STEP, REF /S- TOP OF GRDE EM = -'-" P P S- '-" S- EQ EQ EQ S- S- S- TOP OF SL S- P P /" P P " LOD ERING MU WLL, TOP OF GRDE EM = -'-" GRDE EM STEP, REF /S- PERIMETER ONRETE GRDE EM, ONTROL UILDING - FOUNDTION PLN /" = '-" ONTROL UILDING FOUNDTION NOTES. IVIL DRWINGS ELEVTION.' = DTUM ELEVTION '-".. TOP OF PIER P/ GRDE EM ELEVTION = -'-" (.') OR -'-" (.'), REFER TO PLN, UNLESS NOTED OTHERWISE.. GROUND FLOOR STRUTURE IS SUSPENDED ONRETE SL SYSTEM OVER RTON FORMS. THE SL THIKNESS IS." - REFER TO PLN S-R FOR REINFOREMENT. RTON FORMS RE TO E MINIMUM OF " DEEP. REFER TO SPEIFITIONS FOR DDITIONL INFORMTION ON RTON FORMS.. PROVIDE -#x'-" DDITIONL SL REINFOREMENT T LL RE-ENTRNT ORNERS.. DRIVEN PILE PIER P SHLL E ENTERED ON THE ENTROID OF WLL UNLESS NOTED OTHERWISE.. REFER TO SHEET S SERIES DRWINGS FOR FOUNDTION ND SL SETIONS ND DETILS.. REFER TO SHEET S. FOR FOUNDTION SHEDULES.. REFER TO RHITETURL DRWINGS FOR EXTENTS ND DIMENSIONS OF RISED OR DEPRESSED SL RES, SLOPES, URS, ND DRINS. REFER TO IL DETILS FOR REINFOREMENT REQUIREMENTS.. REFER TO MEHNIL, ELETRIL, ND PLUMING DRWINGS FOR SL PENETRTIONS ND UNDERGROUND UTILITIES.. ONTRTOR TO FIELD VERIFY LL EXISTING ONDITIONS ND DIMENSIONS. NOTIFY RHITET ND STRUTURL ENGINEER OF NY DISREPNIES. TERMINL EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () - SEL Southern Minerals Road orpus hristi, Texas Laredo Street orpus hristi, Texas P () - F () - LOTION PLN FOUNDTION ID PKGE LEOPRD ST. I- SOUTHERN MINERLS RD. TULE LKE PERIMETER ONRETE GRDE EM, S- TOP OF GRDE EM = -'-" '-" '-" '-" '-" SEURITY UILDING FOUNDTION PLN NOTES. IVIL DRWINGS ELEVTION XX.XX' = DTUM ELEVTION '-".. FLOOR STRUTURE IS " THIK NORMLWEIGHT ONRETE SL-ON-GRDE REINFORED WITH # T " TOP, EH WY.. REMOVE '-" OF EXISTING SOIL TO '-" EYOND THE UILDING PERIMETER. REPLE WITH OMPTED LYERS OF SELET FILL. REFER TO SPEIFITION FOR DDITIONL INFORMTION.. PROVIDE -#x'-" DDITIONL SL REINFOREMENT T LL RE-ENTRNT ORNERS. s '-" S- " SL. REFER TO SHEET S- FOR FOUNDTION ND SL-ON-GRDE SETIONS ND DETILS.. REFER TO RHITETURL DRWINGS FOR EXTENTS ND DIMENSIONS OF RISED OR DEPRESSED SL RES, SLOPES, URS, ND DRINS. REFER TO IL DETILS FOR REINFOREMENT REQUIREMENTS.. REFER TO MEHNIL, ELETRIL, ND PLUMING DRWINGS FOR SL PENETRTIONS ND UNDERGROUND UTILITIES. s '-" x" DEEP GRDE EM. s s PURPOSE OF DRWING STTEMENT: THESE STRUTURL DRWINGS RE RELESED FOR IDDING ND ONSTRUTION OF THE STEEL H-PILES ND PILE PS ONLY. LL OTHER STRUTURL ELEMENTS RE EXLUDED FROM THIS PKGE ND MY NOT E OMPLETE S SHOWN, INLUDING UT NOT LIMITED TO GRDE EMS, GROUND FLOOR SLS, STEEL OLUMNS, RED FRMES, ND ELEVTED FLOOR FRMING. SHEET NME ONTROL UILDING & SEURITY UILDING FOUDTION PLNS SEURITY UILDING - FOUNDTION PLN /" = '-" THE REQUIREMENTS FOR THE FOUNDTION ELEMENTS FOR THE PROPOSED MEHNIL YRD RE NOT INLUDED S INFORMTION FOR THIS RE IS NOT YET VILLE. LL OTHER INFORMTION ND DRWING SHEETS RE PRELIMINRY ND INLUDED FOR REFERENE ND INFORMTION ONLY. DTE S.- // S- DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a.

15 c c c d '- /" '-" '- /" TERMINL Southern Minerals Road orpus hristi, Texas c c c '-" '-" '-" DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (TOP), ENTERED ON PILE P DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (TOP), ENTERED ON PILE P '-" '-" '-" '-" #@" E WY (TOP) #@" E WY (OT) DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (TOP), ENTERED ON PILE P, HOOKED T SL EDGE DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (TOP), ENTERED ON PILE P '-" '-" DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (TOP), ENTERED ON PILE P '-" '-" '-" '-" '-" '-" '-" '-" DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (TOP), ENTERED ON PILE P '-" '-" DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (TOP), ENTERED ON PILE P '-" '-" '-" '-" '-" '-" '-" DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (TOP), ENTERED ON PILE P '-" '-" DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (TOP), ENTERED ON PILE P, HOOKED T SL EDGE GRDE EM STEP, REF /S- DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (TOP), ENTERED ON PILE P DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (TOP), ENTERED ON PILE P '-" '-" '-" '-" DDL: #@" N-S x '-" (TOP) ENTERED ON PILE P EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () - SEL Laredo Street orpus hristi, Texas P () - F () - P.E. Serial No.: // Walter P. Moore and ssociates, Inc. TPE Firm Registration No. LOTION PLN FOUNDTION ID PKGE RENT WENGER TULE LKE c #@" E WY (TOP) #@" E WY (OT) DDL: #@" N-S x '-" (TOP) #@" E-W x '-" (TOP), ENTERED ON PILE P LEOPRD ST. I- SOUTHERN MINERLS RD. ONTROL UILDING - FOUNDTION PLN - REINFOEMENT PLN /" = '-" SHEET NME ONTROL UILDING FOUDTION PLN - REINF PLN S.- DTE // S-R DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a.

16 c c '-" c c c d '- /" '-" '- /" " EQ SP EQ SP K K K K K K K K K K K K K K K K K K K W EQ SP TERMINL Southern Minerals Road orpus hristi, Texas EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () - Laredo Street orpus hristi, Texas P () - F () - '-" K K K K K W c EQ SP W SEL FOUNDTION ID PKGE '-" K K K K K K K K K K RENT WENGER P.E. Serial No.: // Walter P. Moore and ssociates, Inc. TPE Firm Registration No. LOTION PLN TULE LKE c ROOF - ONTROL UILDING /" = '-" LEOPRD ST. I- SOUTHERN MINERLS RD. " WIDE ST-IN-PLE ONRETE HEDER EM s '-" s '-" " DEEP, GGE E N, ROOF DEK s s SHEET NME ONTROL UILDING & SEURITY UILDING ROOF PLNS S.- ROOF - SEURITY UILDING /" = '-" DTE // S- DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a.

17 F E '-" ROOF (DMIN) '-" ROOF (DMIN) '-" ROOF (DMIN) TERMINL Southern Minerals Road orpus hristi, Texas EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - S- WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - '-" LEVEL (DMIN) '-" LEVEL (DMIN) '-" LEVEL (DMIN) STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () - S- S- Laredo Street orpus hristi, Texas P () - F () - '-" LEVEL '-" LEVEL '-" LEVEL GRIDLINE RE ELEVTION /" = '-" GRIDLINE RE ELEVTION /" = '-" GRIDLINE RE ELEVTION /" = '-" SEL P.E. Serial No.: // Walter P. Moore and ssociates, Inc. TPE Firm Registration No. LOTION PLN FOUNDTION ID PKGE RENT WENGER TULE LKE '-" ROOF (DMIN) LEOPRD ST. I- SOUTHERN MINERLS RD. '-" LEVEL (DMIN) '-" LEVEL SHEET NME RE ELEVTIONS S.- GRIDLINE F RE ELEVTION /" = '-" DTE // S- DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a.

18 R SIZE # # # # # # # # # HOOK HOOK LP LSS DETILING DIMENSION OR G R SIZE # # # # # # # # # # # db f'c = PSI f'c = PSI f'c = PSI f'c = PSI f'c = PSI f'c = PSI OTTOM RS D FINISHED END DIMETER D, (INHES) / / / / / / / OTHER RS db D = INSIDE DIMETER OF END SL TENSION DEVELOPMENT ND LP SPLIE LENGTHS GRDE REINFOREMENT, NORMLWEIGHT ONRETE OTTOM RS END HOOK DIMENSIONS OR G, (INHES) OTHER RS J HOOKS J, (INHES) / / / / / OTTOM RS DETILING DIMENSION db db OR /" MINIMUM HOOK OR G, (INHES) OTHER RS HOOK OR G OTTOM RS D -L-RER- ND SSOITES, IN. OTHER RS OTTOM RS db FOR #, #, # db FOR #, #, # DETILING DIMENSION HOOK DETILING DIMENSION OR G OTHER RS IL SL TENSION DEVELOPMENT ND LP SPLIE LENGTHS IL END HOOK ES db D OR G D HOOK db D D HOOK OTTOM RS OTHER RS db FOR # RS ND SMLLER. LL SPLIE LENGTHS RE IN INHES.. THIS TLE SHLL E USED FOR SLS ONLY. REFER TO OTHER DEVELOPMENT LENGTH TLES FOR OTHER MEMERS.. THE TENSION DEVELOPMENT LENGTH (Ld) IS EQUL TO THE SHEDULED "LSS " LP SPLIE LENGTH.. OTTOM R IS DEFINED S NY R THT DOES NOT HVE MORE THN " OF FRESH ONRETE ELOW THE R.. OTHER RS INLUDE TOP RS ND LL OTHER RS THT HVE MORE THN " OF FRESH ONRETE ELOW THE R. FOR TOP REINFOREMENT IN SLS THT RE " THIK OR LESS, TULTED SPLIE LENGTHS FOR OTTOM RS SHLL E USED.. FOR EPOXY-OTED RS, MULTIPLY THE TULTED SPLIE LENGTHS OF OTTOM RS Y. ND THE TULTED SPLIE LENGTHS OF OTHER RS Y... WHEN LP SPLIING RS OF DIFFERENT SIZES, THE LP LENGTH IS DETERMINED Y THE SMLLER R UT MY NOT E LESS THN THE "LSS " SPLIE LENGTH OF THE LRGER R. HOOK HOOK EYOND ORNER ONDITIONS - STIRRUP OR TIE R SIZE # # # HOOK HOOK HOOK ROSS TIE STIRRUP ND TIE HOOKS D (INHES) / / HOOK EYOND HOOK HOOK OR G (INHES) / D = INSIDE DIMETER OF END -FL-DELSP- ND SSOITES, IN. HOOK HOOK OR G (INHES) IL STIRRUP ND TIE HOOK ES / / -L-RER- ND SSOITES, IN. R SIZE # # # # # # # # # R SIZE # # # # # # # LP LSS LP LSS EM ND GIRDER TENSION DEVELOPMENT ND LP SPLIE LENGTHS GRDE REINFOREMENT, NORMLWEIGHT ONRETE f'c = PSI f'c = PSI f'c = PSI f'c = PSI f'c = PSI f'c = PSI OTTOM RS OTHER RS OTTOM RS OTHER RS OTTOM RS OTHER RS OTTOM RS OTHER RS OTTOM RS OTHER RS OTTOM RS IL EM ND GIRDER TENSION DEVELOPMENT ND LP SPLIE LENGTHS OTHER RS f'c = PSI f'c = PSI f'c = PSI f'c = PSI f'c = PSI f'c = PSI TEGORY OLUMN TENSION DEVELOPMENT ND LP SPLIE LENGTHS GRDE REINFOREMENT, NORMLWEIGHT ONRETE TEGORY TEGORY TEGORY TEGORY TEGORY TEGORY TEGORY TEGORY TEGORY TEGORY IL OLUMN TENSION DEVELOPMENT ND LP SPLIE LENGTHS TEGORY. LL SPLIE LENGTHS RE IN INHES.. THIS TLE SHLL E USED FOR EMS ND GIRDERS ONLY. REFER TO OTHER DEVELOPMENT LENGTH TLES FOR OTHER MEMERS.. THE TENSION DEVELOPMENT LENGTH (Ld) IS EQUL TO THE SHEDULED "LSS " LP SPLIE LENGTH.. OTTOM R IS DEFINED S NY R THT DOES NOT HVE MORE THN " OF FRESH ONRETE ELOW THE R.. OTHER RS INLUDE TOP RS, FE RS, ND LL OTHER RS THT HVE MORE THN " OF FRESH ONRETE ELOW THE R.. FOR EPOXY-OTED RS, MULTIPLY THE TULTED SPLIE LENGTHS OF OTTOM RS Y. ND THE TULTED SPLIE LENGTHS OF OTHER RS Y... WHEN LP SPLIING RS OF DIFFERENT SIZES, THE LP LENGTH IS DETERMINED Y THE SMLLER R UT MY NOT E LESS THN THE "LSS " SPLIE LENGTH OF THE LRGER R. -FL-DELSP- ND SSOITES, IN.. LL SPLIE LENGTHS RE IN INHES.. THIS TLE SHLL E USED FOR OLUMNS ONLY. REFER TO OTHER DEVELOPMENT LENGTH TLES FOR OTHER MEMERS.. THE TENSION DEVELOPMENT LENGTH (Ld) IS EQUL TO THE SHEDULED "LSS " LP SPLIE LENGTH.. FOR DETERMINING THE R TEGORY, "db" IS DEFINED S THE DIMETER OF THE LRGER R EING SPLIED.. THE "TEGORY " LP LENGTH SHLL E USED WHEN THE LER SPING ETWEEN RS T THE SPLIE IS EQUL TO OR GRETER THN db.. THE "TEGORY " LP LENGTH SHLL E USED WHEN THE LER SPING ETWEEN RS T THE SPLIE IS LESS THN db ND GRETER THN db.. WHEN THE LER SPING ETWEEN RS T THE SPLIE IS EQUL TO OR LESS THN db, SPLIES SHLL E STGGERED SO THT NO MORE THN % OF RS RE SPLIED T NY GIVEN LOTION. REFER TO "IL LER SPING RITERI OF LP SPLIED RS, STGGERED SPLIES" FOR RITERI TO DETERMINE LER SPING "S" FOR RS T STGGERED SPLIES.. IN SES WHERE R SPING IS NOT THE SME T DIFFERENT OLUMN FES, THE SMLLER SPING SHLL E USED TO DETERMINE THE PPLILE SPLIE TEGORY.. FOR EPOXY-OTED RS, MULTIPLY THE TULTED SPLIE LENGTHS Y... WHEN LP SPLIING RS OF DIFFERENT SIZES, THE LP LENGTH IS DETERMINED Y THE SMLLER R UT MY NOT E LESS THN THE "LSS " SPLIE LENGTH OF THE LRGER R. -L-DELSP- ND SSOITES, IN. TERMINL EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () - SEL Southern Minerals Road orpus hristi, Texas Laredo Street orpus hristi, Texas P () - F () - LOTION PLN FOUNDTION ID PKGE LEOPRD ST. I- SOUTHERN MINERLS RD. TULE LKE OMPRESSION DEVELOPMENT ND LP SPLIE LENGTHS GRDE REINFOREMENT DEVELOPMENT LENGTHS OF STNDRD HOOKS IN TENSION GRDE REINFOREMENT, NORMLWEIGHT ONRETE R SIZE DEVELOPMENT LENGTH LP LENGTH f'c= PSI f'c= PSI f'c= PSI f'c= PSI f'c= PSI f'c= PSI LL f'c R SIZE # f'c= PSI Lhb. Lhb f'c= PSI Lhb. Lhb f'c= PSI Lhb. Lhb f'c= PSI Lhb. Lhb f'c= PSI Lhb. Lhb f'c= PSI Lhb. Lhb R SIZE # # # # # # # # # # # # # # # # # # # # # # # # # # # #. LL SPLIE LENGTHS RE IN INHES.. DEVELOPMENT LENGTHS LISTED OVE SHLL ONLY E USED FOR R END TERMINTIONS (NOT LPS) SPEIFILLY DESIGNTED S OMPRESSION RS.. LP LENGTHS LISTED OVE SHLL ONLY E USED FOR R LP SPLIES SPEIFILLY DESIGNTED S OMPRESSION SPLIES.. IF R TERMINTIONS OR SPLIES RE NOT SPEIFILLY DESIGNTED S OMPRESSION, THE PPROPRITE TENSION DEVELOPMENT LENGTH SHLL E USED.. WHEN RS OF DIFFERENT SIZE RE LP SPLIED, THE SPLIE LENGTH SHLL E THE LRGER OF EITHER THE DEVELOPMENT LENGTH OF THE LRGER R OR THE LP LENGTH OF THE SMLLER R.. LENGTHS LISTED RE VLID FOR OTH NORMLWEIGHT ND LIGHTWEIGHT ONRETE. IL OMPRESSION DEVELOPMENT ND LP SPLIE LENGTHS -L-OMDL- ND SSOITES, IN. # - Ldh - OUTSIDE FE OF R HOOKS HOOKS. Ldh = DEVELOPMENT LENGTH OF STNDRD HOOKS IN TENSION (INHES).. Ldh = Lhb UNLESS ONDITIONS OF NOTE RE STISFIED.. Ldh =.Lhb FOR # RS ND SMLLER WHEN SIDE OVER (NORML TO PLNE OF HOOK) IS NOT LESS THN / INHES ND FOR HOOKS OVER ON R EXTENSION EYOND HOOK IS NOT LESS THN INHES.. HOOKS RE NOT ONSIDERED EFFETIVE FOR DEVELOPING RS IN OMPRESSION.. Ldh SHLL E MULTIPLIED Y. FOR EPOXY-OTED HOOKED REINFORING RS. - IL DEVELOPMENT LENGTHS OF STNDRD HOOKS IN TENSION - Ldh - - # OUTSIDE FE OF R -N-DELHK- ND SSOITES, IN. SHEET NME IL REINFOREMENT SHEDULE DTE S.- // S- DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a.

19 REFER TO PLN TOP OF SL REFER TO PLN TOP OF GRDE EM TOP OF SUPPORT EYOND (NOTE ) SHEDULED STIRRUPS SHEDULED GRDE EM DEPTH SHEDULED GRDE EM WIDTH SHEDULED REINFOREMENT. WHERE GRDE EMS OF UNEQUL DEPTH FRME TO THE SME SUPPORT, TOP OF SUPPORT SHLL E T THE OTTOM OF THE DEEPEST GRDE EM. IL INTERIOR GRDE EM L PIER '-" FORM VOID ENETH SL WITH ONTINUOUS RTON FORM RTON FORM, REFER TO "IL GRDE EM VOID WITH RTON FORM" -FN-GRM- ND SSOITES, IN. -#x DOWELS. T ONTRTORS OPTION, THE DOWELS N E DRILLED ND EPOXIED INTO P ". REF PLN " L OLUMN, P, ND PIER, UNLESS NOTED OTHERWISE '- /" STEEL OLUMN, REFER TO PLN SE PLTE, ND NHOR RODS, REFER TO IL SE PLTE DETIL NON-SHRINK GROUT SHEDULED P REINFOREMENT DRIVEN STEEL H-PILE, REFER TO OTHER DETILS IL STEEL OLUMN ON PILE P REFER TO PLN TOP OF SL " REFER TO PLN TOP OF SL REFER TO PLN TOP OF P FORM VOID ENETH SL WITH ONT RTON FORM TOP OF PIER -FN-OLUM- ND SSOITES, IN. FORM VOID ENETH SL WITH ONTINUOUS RTON FORM MRK P P P PILE HPx HPx HPx NO. OF PILES P HPx P HPx DRIVEN H- PILE SHEDULE PILE DEPTH '-" '-" '-" '-" '-" PILE P MRK P P P P P. REFER TO DETIL /S- FOR PILE P LYOUTS DRIVEN H-PILE SHEDULE PILE P THIKNESS '-" '-" '-" '-" '-" MX VERT DED LOD.k.k.k.k.k MX VERT LIVE LOD.k.k.k.k.k MX VERT TOTL LOD.k.k.k.k.k -FN-DPIER- ND SSOITES, IN. " LER SHEDULED PILE DEPTH (ELOW OTTOM OF P) " IL DRIVEN STEEL H-PILE REFER TO PLN TOP OF P SHEDULED P. REF /S- ND /S- OTTOM OF P HPx -FN-PP- ND SSOITES, IN. TERMINL Southern Minerals Road orpus hristi, Texas EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () - Laredo Street orpus hristi, Texas P () - F () - REFPLN FIN FLR TOP OF PIER '- /" " '-" REF " SHEDULED P REINFOREMENT PLN VOID DRIVEN STEEL H-PILE, REFER TO OTHER DETILS IL SL SUPPORT ON PILE P '-" SHED P DEPTH REFER TO PLN TOP OF PILE P SHEDULED PILE P DEPTH " IL INTERIOR PILE P RTON FORM, REFER TO "IL GRDE EM VOID WITH RTON FORM" INSTLL FORMS ETWEEN FLNGES LONG H-PILE WE DRIVEN STEEL H-PILE, REFER TO OTHER DETILS -FN-GRM- ND SSOITES, IN. OTTOM OF GRDE EM " MIN SHEDULED GRDE EM DEPTH SHEDULED GRDE EM WIDTH ONTINUOUS VOID FORMED Y WX OVERED RTON FORMS FOR FULL WIDTH OF GRDE EM, REFER TO SPEIFITIONS PREST OR HDPE RETINER - INSTLL IMMEDITELY FTER FORMWORK REMOVL PER THE MNUFTURER'S REOMMENDTIONS.. REFER TO SPEIFITIONS FOR RTON FORM E ND INSTLLTION RITERI.. RTON FORMS SHLL E ONTINUOUS ETWEEN SUPPORTING FOUNDTIONS. DISONTINUE RTON FORMS T FE OF SUPPORTING FOUNDTIONS.. GENERL ONTRTOR SHLL SUMIT PROPOSED RTON FORM E FOR PPROVL PRIOR TO USE. IL GRDE EM VOID WITH RTON FORM -FN-GRM- ND SSOITES, IN. SEL LOTION PLN FOUNDTION ID PKGE LEOPRD ST. I- TULE LKE SOUTHERN MINERLS RD.. REFER TO FOUNDTION PLN FOR LOTION OF OLUMNS. PILE ND P LYOUT SHLL E SED ON ENTER LINE OF OLUMN UNLESS SHOWN OTHERWISE ON PLN.. ORNERS MY E EXTENDED S SHOWN DSHED WITHOUT REINFOREMENT T ONTRTOR'S OPTION EXEPT T UILDING EXTERIOR.. PROVIDE MINIMUM PILE EMEDMENT OF " INTO PILE P.. REINFOREMENT TO HVE " LER OVER REINFOREMENT EQULLY SPED PRLLEL TO P SIDE '-" '-" '-" " " NOTE '-" '-" '-" '-" '-" '-" L OLUMN P L OLUMN '-" ( PILE) THIKNESS = '-" -# HOOKED (TOP ND OT) ONE DIRETION -# LOSED STIRRUPS- OTHER DIRETION '-" '-" '-" '-" '-" '-" '-" '-" L OLUMN P ( PILES) '-" L OLUMN THIKNESS = '-" -# HOOKED (LONG DIRETION) -# HOOKED (SHORT DIRETION) OTTOM RS ONLY '-" '-" '-" '-" '-" '-" '-" " IL '-" '-" '-" '-" L OLUMN P ( PILES) THIKNESS = '-" -# HOOKED ( WYS) OTTOM RS ONLY IL PILE P PLNS - H PILES SPED T '-" WITH '-" EDGE DISTNE -FN-PP-D ND SSOITES, IN. L OLUMN " IL '-" PLEMENT ORDER FOR SL REINF " = '-" TOP RS N/ S DIRETION (PLN) TOP RS E/ W DIRETION (PLN) OTTOM RS E/ W DIRETION (PLN) OTTOM RS N/ S DIRETION (PLN) SHEET NME FOUNDTION IL DETILS DTE S.- // S- DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a.

20 EM DEPTH, D D/ PENETRTION HEIGHT D/ MINIMUM MINIMUM INTERRUPTED SL REINFOREMENT (HOOK TOP RS) PROVIDE -# TOP ND -# OTTOM ORNER RS " DDITIONL REINFOREMENT T EH PENETRTION, REFER TO NOTE REFER TO NOTE ROUND PENETRTION " IL /" LER '-" MINIMUM IL PENETRTION WIDTH, REFER TO NOTE PLN EM TOP ND OTTOM REINFOREMENT DDITIONL REINFOREMENT T EH PENETRTION, REFER TO NOTE ELEVTION /" LER '-" '-" " PROVIDE () DDITIONL STIRRUPS EH SIDE OF EH PENETRTION TO MTH SHEDULED EM STIRRUPS REFER TO NOTE SQURE OR RETNGULR PENETRTION " IL /" LER '-" MINIMUM IL PENETRTION WIDTH, REFER TO NOTE INTERRUPTED SL REINFOREMENT (HOOK TOP RS) PROVIDE HLF OF INTERRUPTED REINFOREMENT PLUS ONE DDITIONL R OF SME SIZE ON EH SIDE OF OPENING NOTE: THIS DETIL PPLIES TO MXIMUM OPENING SIZE OF '-" PERPENDIULR TO FLEXURL REINFOREMENT ND '-" PERPENDIULR TO TEMPERTURE REINFOREMENT. FOR TWO-WY SLS, THIS DETIL PPLIES TO MXIMUM OPENING SIZE OF '-" x '-". SHEDULED TOP ND OTTOM REINFOREMENT ONTINUOUS THROUGH ONSTRUTION JOINT (SHEDULED STIRRUPS RE NOT SHOWN) / + Ld / + Ld DDITIONL DOWELS, USE -#x'-" TOP ND OTTOM UNLESS REQUIRED OTHERWISE IN EM SHEDULE OR Y NOTE b (USE -#x'-" TOP ND OTTOM FOR EM WIDTHS LESS THN ") -FL-SLOPG- ND SSOITES, IN.. ONTRTOR SHLL SUMIT PROPOSED ONSTRUTION JOINT LYOUT S SHOP DRWING FOR PPROVL PRIOR TO DETILING REINFOREMENT ND MINIMUM OF TWO WEEKS PRIOR TO FIRST POUR.. ONSTRUTION JOINT LOTIONS SHLL E OORDINTED WITH REINFORING STEEL SUPPLIER ND ERETOR.. EPTLE JOINT LOTIONS RE S FOLLOWS: a. FOR EMS NOT SUPPORTING INTERSETING EMS, PLE JOINT WITHIN MIDDLE THIRD OF SPN. b. FOR EMS SUPPORTING INTERSETING EMS, HEK WITH STRUTURL ENGINEER FOR JOINT LOTIONS ND DOWEL REQUIREMENTS.. SHOP DRWINGS SHLL SHOW LL REQUIRED DDITIONL REINFOREMENT T JOINTS. EM DEPTH IL HORIZONTL PENETRTION IN ONRETE EM IL OPENING IN ONRETE SL EQUL " " EQUL IL ONSTRUTION JOINT IN ONRETE EM ONSTRUTION JOINT LOTION ROUGHEN SURFE OF FIRST POUR TO /" DEPTH PRIOR TO SEOND POUR OR PROVIDE EXPNDED METL LTH EMEDDED T ULKHED PROVIDE DDITIONL STIRRUPS T EH SIDE OF ONSTRUTION JOINT (NOT SHEDULED), SIZE TO MTH SHEDULED STIRRUPS -FL-PNJST- ND SSOITES, IN. P D/ D/ MINIMUM MINIMUM PENETRTION HEIGHT SL SURFE PROFILE h h. GENERL ONTRTOR SHLL OORDINTE LOTION, SIZE, ND ELEVTION ND INLUDE IN HIS ONTRT PRIE LL REQUIRED HORIZONTL PENETRTIONS THROUGH ONRETE EMS WHETHER SHOWN ON STRUTURL DRWINGS OR NOT.. WHERE EM PENETRTIONS RE REQUIRED UT RE NOT SPEIFILLY DETILED ON THE STRUTURL DRWINGS, ONTRTOR SHLL SUMIT DRWINGS SHOWING DIMENSIONS ND LOTIONS OF LL REQUIRED PENETRTIONS FOR REVIEW ND PPROVL.. "D" DENOTES THE DEPTH OF EM.. LER SPING ETWEEN PENETRTIONS SHLL E " MINIMUM UNLESS NOTED OTHERWISE Y THE STRUTURL ENGINEER.. PENETRTIONS SHLL E LOTED ORDING TO THE FOLLOWING RITERI: a. FOR EMS NOT SUPPORTING INTERSETING EMS LOTE PENETRTIONS WITHIN TWO FEET EITHER SIDE OF EM MIDSPN. b. FOR EMS SUPPORTING INTERSETING EMS HEK WITH STRUTURL ENGINEER.. PENETRTION WIDTH MUST NOT EXEED PENETRTION HEIGHT, UNLESS NOTED OTHERWISE ON THE STRUTURL DRWINGS.. FOR LOTIONS ND/OR SIZES OF PENETRTIONS NOT ONFORMING TO THE OVE RITERI ND NOT OTHERWISE DETILED ON THE STRUTURL DRWINGS, ONTRTOR SHLL OORDINTE REQUIRED DDITIONL REINFOREMENT WITH THE STRUTURL ENGINEER.. PROVIDE THE FOLLOWING REINFOREMENT T EH SLEEVE, UNLESS NOTED OTHERWISE ON THE STRUTURL DRWINGS: -# TOP ND OTTOM T EMS WITH WIDTHS LESS THN ". -# TOP ND OTTOM T EMS WITH -LEG STIRRUPS. -# TOP ND OTTOM T EMS WITH -LEG STIRRUPS. "N"-# TOP ND OTTOM T EMS WITH "N"-LEG STIRRUPS.. PROVIDE DDITIONL STIRRUPS OVE ND ELOW PENETRTIONS T SPING NOT TO EXEED ONE THIRD OF THE SHEDULED STIRRUP SPING, UNLESS DETILED OTHERWISE ON THE STRUTURL DRWINGS.. SHEDULED EM STIRRUPS NOT SHOWN FOR LRITY. P '-" (") MESURE OF FLOOR LEVELNESS " " d d P h. F L = LEVELNESS F-NUMER. F L = WHERE (xsz) + z. F F = FLTNESS F-NUMER. F F = WHERE (xsq) + q SL SURFE PROFILE P q =d - d =h - h + h MESURE OF FLOOR FLTNESS -FL-MOPG- ND SSOITES, IN. P h SIGN ONVENTION h,z: (+) IS MORE UPHILL ELEVTION z = h - h h DTUM SIGN ONVENTION q: TROUGH, q> REST, q< DTUM z = MEN VLUE OF LL z FLOOR REDINGS Sz = STNDRD DEVITION OF LL z FLOOR REDINGS q = MEN VLUE OF LL q FLOOR REDINGS Sq = STNDRD DEVITION OF LL q FLOOR REDINGS. F F ND F L SHLL E STTISTILLY DETERMINED ORDING TO STM E "STNDRD TEST METHOD FOR DETERMINING FLOOR FLTNESS ND LEVELNESS USING THE F-NUMER SYSTEM.". REFER TO ONRETE SPEIFITIONS FOR REQUIRED F F ND F L #@" UNLESS NOTED OTHERWISE IN DETILS (NOT SHEDULED) # ONTINUOUS TOP ND OTTOM, PER NOTE (NOT SHEDULED) # ONTINUOUS FE RS WHERE REQUIRED, PER NOTE (NOT SHEDULED) VLUES. IL SL SURFE TOLERNE EQUL EQUL EQUL EQUL '-" MINIMUM SHEDULED EM WIDTH. REFER TO PLN FOR WIDENED DIMENSION "".. FOR EMS WIDENED " OR MORE, PROVIDE THE FOLLOWING DDITIONL REINFOREMENT (FE RS RE ONLY REQUIRED WHEN DEPTH OF WIDENED EM SETION EXEEDS "): " ": -# TOP, -# OTTOM, ND #@" FE RS "< ": -# TOP, -# OTTOM, ND #@" FE RS "< ": -# TOP, -# OTTOM, ND #@" FE RS >": ONSULT WITH STRUTURL ENGINEER IL WIDENED ONRETE EM SHEDULED EM DEPTH SHEDULED EM REINFOREMENT -FL-PNJST- ND SSOITES, IN. T/ MXIMUM ONDUIT DIMETERS (MINIMUM) /" LER (MINIMUM) PRLLEL RER. PLE LL ONDUITS WHETHER IN SINGLE FOR MULTIPLE LYERS WITHIN THE ENTER / OF THE OVERLL SL THIKNESS.. DO NOT SPE ONDUITS LOSER THN THREE DIMETERS OR WIDTHS ON ENTER.. DO NOT EMED ONDUITS ND PIPES OF LUMINUM IN STRUTURL ONRETE.. PLE THE ONDUITS ETWEEN TOP ND OTTOM SL REINFOREMENT ND LOTE S LOSE S POSSILE TO THE MID-DEPTH OF THE SL.. PROVIDE THE SME MINIMUM ONRETE OVER FOR ONDUITS S THT OF THE SL MIN REINFOREMENT.. DO NOT PLE ONDUIT DJENT TO NOR TIE ONDUIT TO PRLLEL REINFORING RS. VERTIL SLEEVES SHEDULED EM WIDTH, " MINIMUM LER " MINIMUM / / / PROVIDE ONE SET OF DDITIONL STIRRUPS ON EH SIDE OF SLEEVE (NOT SHEDULED) '-" Ld+L/ '-" MINIMUM Ld+W/ '-" MINIMUM '-" " IL '-" IL PLN FE OF OLUMN -# TOP ND OTTOM, IL PLN FOR >=" L EQUIVLENT RETNGULR OPENING PLN FOR <" W DDITIONL REINFOREMENT, REFER TO SETION SHEDULED EM REINFOREMENT OLUMN ELOW EDGE OF EM OR GIRDER ELOW " IL. ONSTRUTION JOINTS SHOULD E LOTED ON THE MIDDLE THIRD OF THE SL SPN.. ONRETE SURFE T ONSTRUTION JOINT SHLL E LEN ND FREE OF LITNE. VERTIL ONSTRUTION JOINT DDITIONL REINFORING SEE SHEDULE ELOW SHEDULED EM DEPTH, D -# TOP ND OTTOM D/ D/ D/ REFER TO NOTE DDITIONL REINFOREMENT SHEDULE SL THIKNESS "T" T <= " " < T <= " " < T <= " " < T <= " "L" SEE SHEDULE L/ L/ Fy = ksi REINFOREMENT x '-" x '-" x '-" x '-" SHEDULED SL REINFORING ONTINUOUS THRU JOINT. GENERL ONTRTOR SHLL OORDINTE REQUIRED EM SLEEVES WITH MEHNIL, ELETRIL, ND PLUMING ONTRTORS. REQUIRED SLEEVES MY OR MY NOT E SHOWN ON THE STRUTURL DRWINGS. GENERL ONTRTOR SHLL SUMIT PLN SHOWING LYOUT OF LL SLEEVES WITH FORMWORK SHOP DRWING SUMITTL.. SLEEVES SHLL E LOTED WITHIN THE MIDDLE THIRD OF THE SHEDULED EM WIDTH.. ONTINUOUS EM REINFOREMENT MY E SLIGHTLY DISPLED (" MXIMUM) OR DJENT RS UNDLED ( R UNDLES MXIMUM) TO FILITTE SLEEVE INSTLLTION. DO NOT UT, OFFSET, OR END REINFOREMENT.. SLEEVES OURRING ON OPPO SIDES OF OLUMN MUST E IN LINE.. THE OUTSIDE DIMETER OF SLEEVE MY NOT EXEED % OF THE SHEDULED WIDTH OF THE EM THROUGH WHIH IT MUST PSS.. THE ONTRTOR SHLL ONTT THE ENGINEER OF REORD WHEN SLEEVE SIZE OR LOTION DOES NOT MEET THE OVE ONDITIONS.. SHEDULED EM STIRRUPS NOT SHOWN FOR LRITY. VERTIL SLEEVE SETION T/ T/ SHEDULED EM TOP REINFOREMENT T PROVIDE DDITIONL -# ON EH SIDE OF EM ENTERED ON SLEEVE, EXTEND '-" MINIMUM EH WY PST SLEEVE SHEDULED EM OTTOM REINFOREMENT -FL-MOPG- ND SSOITES, IN.. WHERE LER SPING ETWEEN DJENT SLEEVES IS LESS THN ", THE SLEEVE GROUP SHLL E TRETED S N EQUIVLENT RETNGULR OPENING WITH LENGTH "L" ND WIDTH "W" S SHOWN.. WHERE LER SPING ETWEEN DJENT SLEEVES IS GRETER THN OR EQUL TO ", SHEDULED SL R REINFOREMENT SHLL E OFFSET S REQUIRED TO MISS SLEEVES.. REINFOREMENT SHOWN IS IN DDITION TO SHEDULED SL REINFOREMENT.. SHEDULED SL MESH REINFOREMENT MY E UT S REQUIRED TO MISS PIPE SLEEVES.. REFER TO MEHNIL, ELETRIL, ND PLUMING DRWINGS FOR LOTION ND SIZE OF SLEEVES.. ISOLTED PIPE SLEEVES THT RE SMLLER THN " ND DO NOT INTERRUPT REINFOREMENT DO NOT REQUIRE THE USE OF THIS DETIL.. THIS DETIL SHOULD NOT E USED FOR OPENING GROUPS WITH DIMETERS LRGER THN ". ONSULT STRUTURL ENGINEER FOR FRMING OF SUH ONDITIONS.. PROVIDE HLF OF INTERRUPTED REINFOREMENT PLUS ONE DDITIONL R OF SME SIZE ON EH SIDE OF EQUIVLENT RETNGULR OPENING. PROVIDE MINIMUM OF -# TOP ND OTTOM EH SIDE OF OPENING. DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a. IL ONDUITS EMEDDED IN STRUTURL SLS IL VERTIL PENETRTION IN ONRETE EM DDITIONL REINFOREMENT ROUND PIPE SLEEVES IL ONSTRUTION JOINT ONRETE STRUTURL SL -FL-SLOPG- ND SSOITES, IN. TERMINL EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () - SEL DTE Southern Minerals Road orpus hristi, Texas Laredo Street orpus hristi, Texas P () - F () - P.E. Serial No.: // Walter P. Moore and ssociates, Inc. TPE Firm Registration No. LOTION PLN SHEET NME FOUNDTION ID PKGE LEOPRD ST. RENT WENGER I- SOUTHERN MINERLS RD. ONRETE FLOOR FRMING IL DETILS TULE LKE S.- // S-

21 REF PLN REF PLN LDDING, REF RH '-" LEVEL -# WITH HOOK DOWELS ON " PTTERN ENTERED T EH PILE P GRDE EM EYOND SHEDULED PILE P LDDING, REF RH '-" LEVEL -# WITH HOOK DOWELS ON " PTTERN ENTERED T EH PILE P GRDE EM EYOND SHEDULED PILE P '-" '-" LDDING, REF RH '-" LEVEL '-" '-" # DOWEL T " SPING, REINFORE WITH ONTINUOUS () # TOP ND () # OT ND -LEG # LOSED STIRRUPS T " REF RH / IVIL TO WLK/ PVEMENT POUR NS GROUT OR POUR DOWN PVEMENT / SIDEWLK TO PROTET SE PLTE/ NHOR RODS SHEDLED PILE P TERMINL Southern Minerals Road orpus hristi, Texas EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - IL SL EDGE T OLUMN / PIER (-PILE P) /" = '-" IL SL EDGE T OLUMN / PIER /" = '-" IL SL EDGE /" = '-" E -# WITH HOOK DOWELS ON " PTTERN ENTERED T EH PILE P '-" LEVEL IL PILE P EYOND UILDING /" = '-" POUR NS GROUT OR POUR DOWN PVEMENT / SIDEWLK TO PROTET SE PLTE/ NHOR RODS REF RH / IVIL TO WLK/ PVEMENT uffalo Street orpus hristi, Texas P () - F () - Laredo Street orpus hristi, Texas P () - F () - SHEDULE PILE P SHEDULED PILE P SEL FOUNDTION ID PKGE '- /" LOTION PLN TULE LKE SEE PLN TO SL '-" '-" # DOWEL T " SHEDULED SL REINF REF PLN REF PLN SEE PLN TO SL '-" '-" # DOWEL T " SHEDULED SL REINF REF PLN IL INTERIOR FOUNDTION T OLUMN /" = '-" IL PIER P EYOND UILDING (-PILE P) /" = '-" LEOPRD ST. I- SOUTHERN MINERLS RD. SHED SL DEPTH RTON FORM REF /S- FOR REINF " '-" PIT DEPTH " REF DETIL /S- FOR SL REINF WTERSTOP SHED SL DEPTH RTON FORM #@" HORIZ #@" VERT HOOK T OT " '-" PIT DEPTH " REF PLN #@" TOP, EH WY '-" -# TOP '-" -# TOP " -LEG # -# EH FE -# OT '-" " " EM REINF SME S OTHER SIDE -LEG # -# EH FE -# OT EM REINF SME S OTHER SIDE SHEDULED P EYOND " '-" '-" E FE SETION T ELEVTOR PIT /" = '-" SUMP PIT #@ TOP ND OT EH WY SHEDULED P EYOND " #@" OTTOM, EH WY SUMP PIT EYOND, REF /S- SETION T ELEVTOR PIT /" = '-" PURPOSE OF DRWING STTEMENT: THESE STRUTURL DRWINGS RE RELESED FOR IDDING ND ONSTRUTION OF THE STEEL H-PILES ND PILE PS ONLY. LL OTHER STRUTURL ELEMENTS RE EXLUDED FROM THIS PKGE ND MY NOT E OMPLETE S SHOWN, INLUDING UT NOT LIMITED TO GRDE EMS, GROUND FLOOR SLS, STEEL OLUMNS, RED FRMES, ND ELEVTED FLOOR FRMING. THE REQUIREMENTS FOR THE FOUNDTION ELEMENTS FOR THE PROPOSED MEHNIL YRD RE NOT INLUDED S INFORMTION FOR THIS RE IS NOT YET VILLE. LL OTHER INFORMTION ND DRWING SHEETS RE PRELIMINRY ND INLUDED FOR REFERENE ND INFORMTION ONLY. DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a. SHEET NME FOUNDTION DETILS DTE S.- // S-

22 RISED ESS FLOOR '-" GRDE EM SETION T LOW SL /" = '-" " c " '-" '-" LIGHT POLE, REF ELET SPE '-" # DOWEL T " SPING, '-" LEVEL REF TO /S- REFER TO /S- RISED ESS FLOOR SETION T PILE P T LOW SL /" = '-" " c " MU WLL, REF SHEDULE FOR REINF -# TOP #@" ONT UR WTERSTOP '-" LEVEL GRDE EM EYOND, REF /S- SHEDULED PILE P -# WITH HOOK DOWELS ON " PTTERN ENTERED T EH PILE P '-" '-" '-" '-" # DOWEL T " SPING, '-" LEVEL REF PLN TO GRDE EM GRDE EM SETION T HIGH SL /" = '-" REINFORE WITH ONTINUOUS () # TOP ND () # OT ND # LOSED STIRRUPS T " " " MU WLL, REF SHEDULE FOR REINF -# WITH HOOK DOWELS ON " PTTERN ENTERED T EH PILE P '-" LEVEL SETION T PILE P T HIGH SL /" = '-" GRDE EM EYOND, REF /S- SHEDULED PILE P TERMINL Southern Minerals Road orpus hristi, Texas EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () - Laredo Street orpus hristi, Texas P () - F () - REF RH / DWGS NHOR RODS, PER LIGHT POLE SUPPLIER '-"x'-"x'-" DEEP P REF PLN TO SL SHEDULED SL REINF, REF PLN REF PLN TO SL REF PLN TO SL SHEDULED SL REINF, REF PLN REF PLN TO SL MU WLL, REF SHEDULE FOR REINF '-" '-" # DOWEL T " SPING, '-" LEVEL SEL FOUNDTION ID PKGE '-" -# TOP ND OT WITH HOOK Ld Ld '-" # EH FE '-" '-" '-" -# DDL TOP IN DEEPENED EM # T " DDL INRESE EM DEPTH FOR PORTION OF EM T THE HIGH SL () /"Øx" HSs WITH " SPING EH SIDE (" TOTL) SINGLE HPx '-" " # U-R ROUND HEDED STUDS EH SIDE. REFER TO RHITETURL/ ELETRIL DRWINGS FOR DDITIONL INFO.. ONTRTOR TO ONFIRM P DEPTH IS OMPTILE WITH NHOR ROD LENGTH SUPPLIED Y LIGHT POLE MNUFTURER. LIGHT POLE DETIL /" = '-" '-". HOOK RS T DISONTINUOUS ENDS. EXTEND TOP RS OF LOW EM ND OT RS OF HIGH EM Ld EYOND ENTERLINE OF PILE. GRDE EM T PILE/ PILE P /" = '-" GRDE EM REINF. REF NOTE SHEDULED PILE ND P SL STEP T ONTROL ROOM /" = '-" '-" LOW GRDE EM T HIGH SL /" = '-" IL GREDE EM SETION, REF /S- LOTION PLN LEOPRD ST. I- SOUTHERN MINERLS RD. TULE LKE PURPOSE OF DRWING STTEMENT: THESE STRUTURL DRWINGS RE RELESED FOR IDDING ND ONSTRUTION OF THE STEEL H-PILES ND PILE PS ONLY. LL OTHER STRUTURL ELEMENTS RE EXLUDED FROM THIS PKGE ND MY NOT E OMPLETE S SHOWN, INLUDING UT NOT LIMITED TO GRDE EMS, GROUND FLOOR SLS, STEEL OLUMNS, RED FRMES, ND ELEVTED FLOOR FRMING. THE REQUIREMENTS FOR THE FOUNDTION ELEMENTS FOR THE PROPOSED MEHNIL YRD RE NOT INLUDED S INFORMTION FOR THIS RE IS NOT YET VILLE. SHEET NME FOUNDTION DETILS LL OTHER INFORMTION ND DRWING SHEETS RE PRELIMINRY ND INLUDED FOR REFERENE ND INFORMTION ONLY. S.- DTE // S- DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a.

23 SL-ON-GRDE, REFER TO PLN FOR THIKNESS ND REINFOREMENT ND REFER TO SPEIFITIONS FOR URING METHOD VPOR RETRDER ONFORMING TO STM E DIRETLY ELOW SL OMPTED, PREPRED SUGRDE, REFER TO SPEIFITIONS. REMOVE '-" OF EXISTING SOILS TO '-" EYOND PERIMETER OF SEURITY UILDING. PLE OMPTED SELET FILL IN LYERS TO OTTOM OF SL ELEVTION. REFERENE SPEIFITION SETION. " GRNULR MT IS N OPTIONL "LL WHETHER" WORKING SUFE. IT N E REPLED WITH OMPTED SELET FILL T THE ONTRTOR'S OPTIONS IL SL-ON-GRDE SUGRDE PREPRTION FOR SEURITY UILDING -FN-SUPRP- ND SSOITES, IN. '-" SL DEPTH (INHES) TO / TO PREPRE EDGE ON EH SIDE OF JOINT WITH /" RDIUS, SWUT JOINT, ND PROVIDE JOINT FILLER IF SPEIFIED ONSTRUTION JOINT, REFER TO NOTE DOWELS, REFER TO SHEDULE ND NOTES & DOWEL SHEDULE DOWEL SIZE (DIMETER, INHES) / OMPTED SELET FILL. REFER TO /S- ND SPEIFITION. DOWEL LENGTH (INHES) ONSTRUTION JOINT DOWEL SPING (INHES) -# ONTINUOUS EH SIDE OF JOINT SUPPORTED INDEPENDENTLY FROM DOWEL R EQUL T #@" STIRRUP -# ONT TOP ND OT SEURITY UILDING STIFFENED SL-ON-GRDE /" = '-" TOP OVER SHLL E " OR T/, WHIHEVER IS LESS REFER TO SPEIFITIONS FOR JOINT REQUIREMENTS /" SL REINF, REF PLN NOTES PROVIDE JOINT FILLER ONLY IF SPEIFIED REFER TO SPEIFITIONS ND DRWINGS FOR SUGRDE PREPRTION ONTRTION (ONTROL) JOINT STOP LTERNTE RS " FROM JOINT #@" STIRRUP -# ONT TOP ND OT IL ONSTRUTION ND ONTROL JOINTS - SL-ON-GRDE - LIGHT TRFFI '-" LEVEL. REFER TO PLN FOR SL THIKNESS (T) ND REINFOREMENT.. SL REINFOREMENT SHLL E HIRED Y SOIL SUPPORTED SL OLSTERS.. LONG STRIP ONSTRUTION METHOD SHLL E USED IN PLING ONRETE FOR LL SLS-ON-GRDE UNLESS NOTED OTHERWISE. REFER TO "IL LONG STRIP ONSTRUTION SHEMTI JOINT LYOUT" FOR OMPLETE PLING SEQUENE. T ONTRTOR'S OPTION, LRGER SL RES MY E POURED PROVIDED THE ERLY-ENTRY DRY-UT METHOD OF INSTLLING ONTRTION JOINTS IS USED. REFER TO THE SPEIFITIONS.. T ONSTRUTION JOINTS, REK OND ETWEEN NEW ND PREVIOUSLY PLED SL Y SPRYING OR PINTING EXPOSED SIDES OF JOINT WITH URING OMPOUND, ONDREKER, OR FORM OIL.. DOWELS SHOULD E SMOOTH, LIGNED, ND SUPPORTED SO THEY WILL REMIN PRLLEL IN OTH THE HORIZONTL ND VERTIL PLNES.. TO PREVENT OND ETWEEN THE DOWEL ND THE ONRETE, LIGHTLY OT THE EXPOSED END OF THE DOWELS WITH PRFFIN-SED LURINT, SPHLT EMULSION, FORM OIL, OR GRESE IMMEDITELY EFORE PLING ONRETE ON THE SEOND SIDE OF THE JOINT. LTERNTIVELY, USE PLSTI OR METL SLEEVE SPEIFILLY MNUFTURED FOR THIS PURPOSE.. T ONTRTION (ONTROL) JOINTS, MKE SW UT S SOON S SL IS LE TO SUPPORT WEIGHT OF WORKERS ND SWING EQUIPMENT WITHOUT DMGE TO FINISH SURFE OF SL. REFER TO SPEIFITIONS.. PROVIDE ONTRTION OR ONSTRUTION JOINTS T EVERY OLUMN LINE ND IN ETWEEN THE OLUMN LINES SUH THT THE JOINT SPING DOES NOT EXEED TIMES THE SL THIKNESS NOR FEET, WHIHEVER IS LESS. " " -FN-SOG- ND SSOITES, IN. TERMINL EF Marvin L. erry Road orpus hristi, Texas P () - F () - rchitect: RIHTER RHITETS South Upper roadway orpus hristi, Texas P () - F () - WLTER P MOORE West th Street, Suite ustin, Texas P () - F () - STRIDDE, LLINS & SSOITES South Navigation lvd orpus hristi, Texas P () - F () - uffalo Street orpus hristi, Texas P () - F () - SEL Southern Minerals Road orpus hristi, Texas Laredo Street orpus hristi, Texas P () - F () - P.E. Serial No.: // Walter P. Moore and ssociates, Inc. TPE Firm Registration No. LOTION PLN FOUNDTION ID PKGE LEOPRD ST. RENT WENGER I- SOUTHERN MINERLS RD. TULE LKE SHEET NME FOUNDTION DETILS DRWINGS ND SPEIFITIONS S INSTRUMENTS OF SERVIE RE THE PROPERTY OF THE RHITET WHETHER THE PROJET FOR WHIH THEY WERE PREPRED IS EXEUTED OR NOT. THEY RE NOT TO E USED Y THE OWNER ON OTHER PROJETS OR EXTENSIONS TO THE ORIGINL PROJET EXEPT Y GREEMENT WITH ND PPROPRITE OMPENSTION TO THE RHITET. THE TEXS ORD OF RHITETURL EXMINERS, SHOL REEK OULEVRD, SUITE, USTIN, TEXS, TELEPHONE () -, HS JURISDITION OVER INDIVIDULS LIENSED UNDER THE RHITETS REGISTRTION LW, TEXS IVIL STTUTES, RTILE a. DTE S.- // S-