STRUCTURAL DESIGN CRITERIA

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1 9/8/0 0:8:8 M GENERL. THE ONTRTOR SHLL VERIFY N E RESONSILE FOR LL IMENSIONS N ONITIONS T THE SITE N SHLL NOTIFY THE RHITET ISRENIES ETWEEN THE TUL ONITIONS N INFORMTION SHOWN ON THE RWINGS EFORE ROEEING WITH THE WORK. REFER TO RHITETURL, MEHNIL, ELETRIL N LUMING RWINGS.. IT IS THE ONTRTOR'S RESONSIILITY TO IMMEITELY NOTIFY THE SEOR NY ONFLITS ETWEEN THE STRUTURL RWINGS N OTHER RWINGS; OR EXISTING ONITIONS NOT SHOWN OR IFFERENT FROM THOSE SHOWN ON RWINGS RIOR TO OMMENEMENT WORK. THE ONTRTOR IS NOT TO ORER MTERIL OR ONSTRUT NY ORTION THE UILING THT IS IN ONFLIT UNTIL THE ONFLIT IS RESOLVE WITH THE FFETE RTIES.. ONTRTOR SHLL ONSIER THE ROJET SEIFITIONS RT THE ONTRT OUMENTS. WHERE INFORMTION IS ONFLITING, SEIFI ETILS SHLL GOVERN OVER IL ETILS WHIH SHLL GOVERN OVER THESE NOTES WHIH SHLL GOVERN OVER SEIFITIONS.. LL IMENSIONS ON STRUTURL RWINGS SHLL E HEKE GINST RHITETURL IMENSIONS. O NOT SLE RWINGS. IF IMENSIONS RE OMITTE OR NOT LER, ONTT THE RHITET (RH) OR STRUTURL ENGINEER REOR (SEOR). LL IMENSIONS RELTE TO EXISTING ONITIONS SHLL E FIEL VERIFIE Y THE ONTRTOR. IMENSIONS RE TO THE FE STUS, N TO ENTERLINE OLUMNS UNO.. ONSTRUTION MTERILS SHLL NOT E STORE, SEIFILLY NOT STKE ON OURE OR ERETE FLOORS OR RO IN EXESS 80% THE ESIGN LIVE LO. IT IS THE GENERL ONTRTOR'S RESONSIILITY TO ENSURE THT THE SUONTRTORS RE INFORME N O NOT VIOLTE THIS IMORTNT REQUIREMENT. IMT SHLL E VOIE WHEN LING MTERILS ON LREY OURE OR ERETE FLOORS OR RO.. OENINGS, OKETS, ET., SHLL NOT E LE IN SLS, EMS, OLUMNS, WLLS, ET. UNLESS SEIFILLY SHOWN ON THE STRUTURL RWINGS OR ROVE IN WRITING Y THE STRUTURL ENGINEER.. LL STM SEIFITIONS NOTE ON THESE RWINGS SHLL E THE LTEST REVISIONS. 8. ETILS ONSTRUTION NOT SHOWN SHLL E SME NTURE S THOSE SHOWN FOR SIMILR ONITIONS. REFER TO THE IL ETIL S FOR IL ETILS ONSTRUTION. IL ETILS LY TO LL ONSTRUTION UNLESS SEIFILLY NOTE OR SHOWN OTHERWISE. WHERE ONITIONS REQUIRE MOIFITIONS IL ETIL, THE ONTRTOR SHLL SUMIT MOIFIE ETIL FOR ROVL Y THE ENGINEER REOR RIOR TO FRITION N INSTLLTION. ETILS ONSTRUTION NOT SHOWN SHLL E SME NTURE S THOSE SHOWN FOR SIMILR ONSTRUTION. 9. LL WORK IS NEW (N) UNLESS INITE S EXISTING (E). 0. SEE RHITETURL RWINGS FOR THE FOLLOWING: SIZE N LOTION LL OOR N WINOW OENINGS, EXET S NOTE. SIZE N LOTION LL INTERIOR N EXTERIOR NONERING RTITIONS. SIZE N LOTION LL ONRETE URS, FLOOR RINS, SLOES, ERESSE RES, HNGES IN LEVEL, HMFERS, GROOVES, INSERTS, ET. SIZE N LOTION LL FLOOR N RO OENINGS EXET S SHOWN. FLOOR N RO FINISHES. STIR FRMING ETILS. IMENSIONS NOT SHOWN ON STRUTURL RWINGS.. SEE MEHNIL, LUMING N ELETRIL RWINGS FOR THE FOLLOWING: IE N UT RUNS, SLEEVES, HNGERS, TRENHES, ITS, WLL N SL OENINGS, ET. EXET S SHOWN OR NOTE. ELETRIL ONUIT RUNS, OXES, OUTLETS IN WLL N SLS. ONRETE INSERTS FOR ELETRIL OR LUMING FIXTURES.. ITEMS IN THE ROJET SEIFITIONS, UT NOT SHOWN ON THE RWINGS SHLL E ONSIERE S RT THE RWINGS.. REFER TO THE ROJET SEIFITIONS FOR SHO RWING REQUIREMENTS N SUMITTLS.. EXISTING ONITIONS ONTRTOR SHLL FIEL VERIFY EXISTING ONITIONS ERTINENT TO HIS WORK RIOR TO MTERIL FRITION N/OR ONSTRUTION. FIEL ONITIONS IFFERENT FROM THOSE NOTE ON THE RWINGS SHLL E ROMTLY ROUGHT TO THE TTENTION THE ONTRTING FIER. ITEMS TO E FIEL VERIFIE INLUE UT RE NOT LIMITE TO:. LOTION, IMENSIONS N ELEVTIONS EXISTING STRUTURES, STRUTURL ELEMENTS e.g., OLUMNS N WLLS, EQUIMENT N UTILITIES, WHIH HVE EEN SHOWN S REFERENE OINTS ON THE RWINGS.. LOTION, IMENSIONS, ELEVTION, SIZE N ETIL THE EXISTING STRUTURL ELEMENTS WHIH WILL FFET NEW ONSTRUTION.. HORIZONTL N VERTIL LERNES.. HORIZONTL N VERTIL TIEIN OINTS. (GENERL NOTES ONT.). SUSTITUTION REQUESTS FOR MTERILS SEIFIE ON THE STRUTURL RWINGS MY E ONSIERE WITH MTERILS HVING EQUIVLENT OR GRETER ITY N ERFORMNE. URRENT EVLUTION REORTS N ROUT INFORMTION SHLL E ROVIE TO THE STRUTURL ENGINEER EMONSTRTING THE REQUIRE ITY N ERFORMNE THE MTERIL TO E SUSTITUTE. WRITTEN ROVL FROM THE SEOR SHLL E OTINE RIOR TO THE SUSTITUTION NY MTERIL SEIFIE ON THE STRUTURL OUMENTS.. LTERTION, REHILITTION OR REONSTRUTION: TO E IN ORNE WITH THE GOVERNING OE. SHOUL NY EXISTING ONITIONS SUH S ETERIORTION OR NON OMLYING ONSTRUTION E ISOVERE WHIH IS NOT OVERE Y THE ONTRT OUMENTS WHEREIN THE FINISHE WORK WILL NOT OMLY WITH THE GOVERNING OE, HNGE ORER, OR SERTE SET LNS N SEIFITIONS, ETILING N SEIFYING THE REQUIRE WORK SHLL E SUMITTE TO N ROVE Y THE ENGINEER EFORE ROEEING WITH THE WORK.. ONSTRUTION LOS: MTERILS SHLL E EVENLY ISTRIUTE IF LE ON FRME FLOORS OR ROS. LOS SHLL NOT EXEE THE LLOWLE LOING FOR THE SUORTING MEMERS N THEIR ONNETIONS OR RESULT IN N UNLNE ONITION. 8. STRUTURL LNS INITE ONLY THE ROXIMTE LOTION MEHNIL, ELETRIL N OTHER EQUIMENT, S WELL S THE RELTE UXILIRY FRMING NEESSRY TO SUORT SUH EQUIMENT. THE FINL OSITIONING THESE ITEMS IS EENENT UON THE EQUIMENT ROVIE. THE ONTRTOR SHLL E RESONSILE FOR OORINTING WORK ETWEEN SUONTRTORS N RFTS IN THIS REGR, N ROVIING NEESSRY IMENSIONS IN TIMELY MNNER TO LL RTIES INVOLVE. 9. IES, UTS, SLEEVES, HSES, ET. SHLL NOT E LE IN SLS, EMS, OR WLLS UNLESS SEIFILLY SHOWN OR NOTE NOR SHLL NY STRUTURL MEMER E UT FOR IES, UTS, ET., UNLESS SEIFILLY SHOWN. OTIN RIOR WRITTEN ROVL FOR INSTLLTION NY ITIONL IES, UTS, ET. 0. ONSTRUTION METHOS N ROJET SFETY: THE ONTRT RWINGS N SEIFITIONS RERESENT THE FINISHE STRUTURE N O NOT INITE METHOS, ROEURES OR SEQUENE ONSTRUTION. THE ONTRTOR SHLL TKE NEESSRY REUTIONS TO MINTIN N INSURE THE INTEGRITY THE STRUTURE N LL JENT ROERTIES URING ONSTRUTION. NEITHER THE GOVERNMENT, RHITET, NOR ENGINEER WILL ENFORE SFETY MESURES OR REGULTIONS. THE ONTRTOR SHLL ESIGN, ONSTRUT N MINTIN LL SFETY EVIES, INLUING SHORING N RING, N E SOLELY RESONSILE FOR ONFORMING TO LL LOL, STTE N FEERL SFETY N HELTH STNRS, LWS N REGULTIONS.. IT IS THE ONTRTOR'S RESONSIILITY TO OMLY WITH THE ERTINENT SETIONS THE "ONSTRUTION SFETY ORERS" ISSUE Y THE STTE LIFORNI, LTEST EITION, N LL OSH REQUIREMENTS S THEY LY TO THIS ROJET. THE RHITET, SEOR, N THE OWNER O NOT ET NY RESONSIILITY FOR THE ONTRTOR'S FILURE TO OMLY WITH THESE REQUIREMENTS.. ORE RILLS REQUIRE SHLL NOT UT NY REINFORING. THE ONTRTOR IS TO OORINTE WORK LL TRES TO ENSURE OMLINE. LL ORE RILLS RE TO E RESENTE TO THE IOR FOR VERIFITION. THE IOR IS TO OUMENT ORES EXMINE INITING N SENE REINFORING. ESIGN LOS. E LOS: S LULTE. LIVE LOS:. RO 0 SF (REUILE). WIN LO:. ULTIMTE SI WIN SEE ( SEON GUST) = 0 MH. EXOSURE:. SEISMI LO: SITE LSS: SETRL ELERTION: SS =.0g S = 0.909g SITE OEFFIIENT: Fa =.00 Fv =. ESIGN SETRL ELERTION: SS=. S= SEISMI ESIGN TEGORY: E IMORTNE FTOR: I =.0 RISK TEGORY: II FOR SEIL REINFORE MSONRY SHER WLL SYSTEM, R = Ω = ½ d = ½ STRUTURL ESIGN RITERI THE ROJET SHLL E ESIGNE RIMRILY UNER UF RITERI, N INUSTRY STNRS S MOIFIE Y THE UF. THE FOLLOWING LTEST ULITIONS SHLL E USE FOR THE ESIGN, FRITION, N ONSTRUTION STRUTURL ITEMS FOR THE ROJET:. 0 INTERNTIONL UILING OE, NY OTHER REGULTING GENIES WHIH HVE UTHORITY OVER NY ORTION THE WORK. UF 00, STRUTURL ENGINEERING, 0 JUNE 0 EITION, INLUING HNGE MY 0.. UF 00, SEISMI ESIGN UILINGS, 0 JUNE 0 EITION. UF 000, O MINIMUM NTITERRORISM STNRS FOR UILINGS, TE 9 FERURY 0, INLUING HNGE, OTOER 0. UF 0N, IRRFT MINTENNE HNGRS: E I, E II, N E III, TE OTOER 00 INLUING HNGE, EEMER 009. SE 0 MINIMUM ESIGN LOS FOR UILINGS N OTHER STRUTURES INLUING SULEMENTS NO. N NO., 00 EITION. IS STEEL ONSTRUTION MNUL, TH EITION 8. IS 0, SEISMI ROVISIONS FOR STRUTURL STEEL UILINGS, INLUING SULEMENT NO., TE IS 00, SEIFITION FOR STRUTURL STEEL UILINGS 0. I 8, UILING OE REQUIREMENTS FOR STRUTURL ONRETE. TMS 0/ I 0/ SE, UILING OE REQUIREMENTS FOR MSONRY STRUTURES. TMS 008/ I 0.08/ SE 08, SEIFITION FOR MSONRY STRUTURES. WS.0, STRUTURL WELING OE STEEL. WS.809, STRUTURL WELING OE SEISMI SULEMENT. WS.08, STRUTURL WELING OE STEEL. WS., STRUTURL WELING OE REINFORING STEEL. SI OE REOMMENE STNR RTIE FOR METL EK ONSTRUTION FOUNTIONS. NO SITE SEIFI SOILS REORT WS ROVIE FOR THIS ROJET. THE SOILS REORT N SOILS INFORMTION HEREIN IS SE ON SOILS REORT FOR LG. M 0 WHIH IS ROUGHLY 0.0 MILES FROM M N M. RERE Y: REORT NME: GEOLOGI SSOITES WEST ERNRO OURT, SUITE 00 SN IEGO, 9 TE: OTOER 8, 0 ROJET NO TRITON MINTENNE TRINING FILITY M0 RENOVTION NVL SE VENTUR OUNTY OINT MUGU, LIFORNI GENERL ONTRTOR SHLL OTIN OY THE SOILS REORT N OSERVE LL REOMMENTIONS IN THE REORT.. LLOWLE SOIL ERING USE IN ESIGN:. E LOS + LIVE LOS : 00 SF FOR SRE N ONTINUOUS FOOTINGS SUORTE ON ENGINEERE FILL.. E LOS + LIVE LOS + WIN OR SEISMI : INRESE ONETHIR LLOWE. OEFFIIENT SLIING RESISTNE= 0.. SSIVE RESSURE= 00 F. FOR GENERL ITIONL REQUIREMENTS ERTHWORK, SUGRE RERTION, ENGINEERE KFILL N OMTION, OVEREXVTION, WTERROING N OTHER ERTINENT REQUIREMENTS N INFORMTION, REFER TO FOUNTION REORT N SEIFITIONS.. SUSURFE SOIL RERTION: THE NERSURFE EXISTING ONSITE FILL SOILS MY E REUSE S STRUTURL FILL SOILS, IF NEESSRY. RIOR TO THE LEMENT NEW HRSE, WE REOMMEN OVEREXVTING THE EXISTING SOILS ELOW N JENT TO HRSE TO MINIMUM ETH INHES ELOW EXISTING OR ROOSE SUGRE, WHIHEVER IS EEER. THE SOILS SHOUL E REOMTE TO MINIMUM RELTIVE OMTION 9 ERENT (SE ON STM ) ELOW STRUTURL ELEMENTS N 90% ELOW FLTWORK. NEW FOOTINGS N E LE INTO EXISTING OMETENT SOIL (WITHOUT REOMTION THE FOOTING SE) ROVIE THE SE THE FOOTINGS IS OSERVE Y THE GEOTEHNIL ONSULTNT FOR OMETENY.. ONT. NY IMORTE FILL SOILS SHOUL E GRNULR, HVE N EXNSION INEX LESS THN 0 (ER I STNR 8), N HVE NO RTILES OVER INHES IN MXIMUM IMENSION. LEMENT N OMTION FILL SHOUL E ERFORME IN GENERL ORNE WITH THE URRENT LOL GRING ORINNES, U.S. NVY SEIFITIONS, SOUN ONSTRUTION RTIE, N THE GREENOOK SEIFITIONS.. LL EXISTING UNOUMENTE FILL SHLL E REMOVE N REOMTE. LL TOSOILS SHLL E REMOVE S REQUIRE Y THE GEOTEHNIL ENGINEER.. GEOTEHNIL ENGINEER SHLL E RETINE URING THE OVEREXVTION ROESS. THE TUL ETH REMOVL WILL E ETERMINE URING GRING OERTIONS.. FSITE FILL MTERIL SHLL E ROVE Y THE GEOTEHNIL ENGINEER RIOR TO LEMENT.. ONTRTOR SHLL INVESTIGTE SITE URING LERING N ERTHWORK OERTIONS FOR FILLE EXVTIONS OR URIE STRUTURES SUH S ESSOOLS, ISTERNS FOUNTIONS, ET. IF NY SUH STRUTURES RE FOUN, THE STRUTURL ENGINEER SHLL E NOTIFIE IMMEITELY.. EXVTIONS: LOTE N ROTET UNERGROUN OR ONELE ONUIT, LUMING OR OTHER UTILITIES WHERE NEW WORK IS EING ERFORME. WHEN OVERSIZE MTERIL, ONRETE, OR SHLT ENOUNTERE, THESE MTERIL SHOUL E HULE F SITE N ISOSE IN ORNE WITH LILE OES REGULTIONS.. LL OEN FOUNTION EXVTIONS SHLL E INSETE N ROVE Y LIENSE GEOTEHNIL ENGINEER RIOR TO OURING ONRETE. 8. O NOT LE FOOTING/GRE EM REINFOREMENT UNTIL SOIL ENGINEER REOR MKES N OSERVTION THE ERING SURFE. 9. SRE FOOTINGS RE ENTERE UNER WLLS N OLUMNS, U.N.O. 0. FOOTING ELEVTIONS RE NOTE ON THE LNS N ETILS N SHLL E USE FOR IING. IN NY SE, FOOTINGS SHLL ER ON FIRM UNISTURE SOIL OR ENGINEERE FILL, IN ORNE WITH THE SOIL REORT N ETILS SHOWN.. FOOTINGS SHLL HVE MINIMUM " ELOW THE LOWEST JENT FINISHE GRE N MINIMUM WITH " FOR ONTINUOUS N ISOLTE SRE FOOTINGS, RESETIVELY.. LL IES (WTER LINES, SEWER LINES, ET.) N ONUITS RUNNING THROUGH WLLS/SLS SHLL E ROTETE WITH /" EXNSION MTERIL. ONTINUOUS FOOTINGS/GRE EMS ERENIULR TO IE RUNS SHLL E EITHER LOWERE TO LLOW IES TO SS THRU OVE SUH FOOTINGS/GRE EMS OR HVE ONRETE JKET IF IES RE LOW ENOUGH TO E LE ELOW SUH FOOTINGS/GRE EMS. FOOTINGS/GRE EMS RLLEL TO IE RUNS SHLL E LOWERE TO VOI SURHRGE ONTO THE TRENH EXVTIONS.. LL WTER SHLL E REMOVE FROM FOUNTION N IT EXVTIONS RIOR TO LING ONRETE. ONTRTOR IS RESONSILE FOR THE GROUN WTER ONTROL SYSTEM ESIGN.. LL FILLING, KFILLING, OMTING N REOMTING MUST HVE MINIMUM OMTION ERENTGE THE MXIMUM ENSITY S SEIFIE IN THE SOILS REORT.. REFER TO IVIL LNS FOR LIMITS OVER EXVTIONS & GRING LNS.. REFER TO THE GEOTEHNIL EVLUTION REORT FOR SOIL LSSIFITION N REOMMENTIONS FOR IT EXVTION N SOIL REOMTION T EXISTING HNGR.. TEN FOOT MXIMUM INREMENTS SLOT EXVTIONS LONG THE EXISTING FOUNTIONS N LL OTHER EXVTIONS SHLL E ROERLY KFILLE. KFILL FOR WLLS SHLL E ERVIOUS MTERIL ETLE TO THE GEOTEHNIL ENGINEER. O NOT LE KFILL EHIN WLLS EFORE THEY HVE TTINE THEIR ESIGN STRENGTH. SHORE N ROTET WLLS FROM LTERL LOS UNTIL SUORTING MEMERS RE IN LE N HVE EVELOE SEIFIE STRENGTHS. FILL MTERIL SHLL OMLY WITH UF REQUIREMENTS. 8. FOOTING KFILL N UTILITY TRENH KFILL WITHIN UILING RE SHLL E MEHNILLY OMTE IN LYERS WITH THE ROVL THE GEOTEHNIL ENGINEER. FLOOING IS NOT ERMITTE. 9. LL TRENHES SHLL OMLY WITH LILE OSH REQUIREMENTS. 0. THE ESIGN LL RETINING WLLS N SUTERRNEN UILING WLLS INITE ON THESE RWINGS IS SE ON RINE SOILS.. ONSTRUTION JOINTS (J) N SWUT (S) JOINTS IN SLS SHLL OUR WHERE LOTE ON LNS N ETILS. J'S SHLL HVE FORME OUR STOS. ONSTRUTION JOINTS IN WLLS N FOOTINGS NEE NOT OUR T THE SME LOTION, UNO.. SEE RHITET'S LNS FOR LOTIONS SL SLOES, ERESSIONS, URS, RINS, NONSTRUTURL RTITIONS N OTHER EMEE ITEMS NOT SHOWN ON THE STRUTURL LNS.. LL GRING, FOUNTION FOOTINGS, N RINGE LNS SHLL E REVIEWE Y THE GEOTEHNIL ENGINEER UON SUMITTL. ERTIFIE LETTER Y THE GEOTEHNIL ENGINEER IS REQUESTE STTING THT THE REOMMENTIONS ONTINE WITHIN THE SOILS REORT HVE EEN INORORTE INTO THE ROJET LNS N SEIFITIONS RIOR TO ONSTRUTION.. RIOR TO THE ONTRTOR REQUESTING FOUNTION INSETION, THE SOILS ENGINEER SHLL VISE THE UILING FIIL IN WRITING THT:. THE UILING WS RERE IN ORNE WITH THE SOILS REORT.. THE UTILITY TRENHES HVE EEN ROERLY KFILLE N OMTE.. THE FOUNTION EXVTIONS OMLY WITH THE INTENT THE SOILS REORT. V&Y roject No.: 90 0% ESIGN EVELOMENT SUMITTL OTOER 0 ROVE FOR OMMNER NVF TIVITY STISFTORY TO ES RW HK M/M RNH MNGER HIEF ENG/RH ERTMENT THE NVY NVL FILITIES ENGINEERING OMMN NVL FILITIES ENGINEERING OMMN SW IVISION SLE: EROJET NO.: ONSTR. ONTR. NO. NVF RWING NO. OSTL IT NVL SE VENTUR OUNTY OINT MUGU, NVL SE VENTUR OUNTY OINT MUGU, TE esigner uthor S /E INFO 0% ESIGN EVELOMENT SUMITTL E/ HNGR ITIONS N RENOVTIONS FY0 SYM ESRITION TE R SEL Michelson rive, Suite 00 Irvine, 9 (99) 00 FX (99) 0 " = '0" S.0 hecker GENERL NOTES

2 9/8/0 0:8:9 M REINFORING STEEL. LL REINFORING STEEL SHLL E ETILE N LE IN ONFORMNE WITH THE "UILING OE REQUIREMENTS FOR REINFORE ONRETE" (I 8), N THE "MNUL STNR RTIE FOR REINFORE ONRETE ONSTRUTION" (LTEST E.) Y THE.R.S.I., S MOIFIE Y THE ROJET RWINGS N SEIFITIONS.. REINFORING GRES FOR ONRETE OR MSONRY:. LL RS EXET THOSE TO E WELE... STM, GRE 0. TIES N STIRRUS... STM, GRE 0. WELE WIRE FRI... STM 8. LL RS TO E WELE... STM 0, GRE 0. MINTIN MINIMUM ONRETE OVER FROM FE ONRETE TO EGE LL REINFOREMENT S FOLLOWS (UNO): ONITION OVER ONRETE OURE GINST ERTH " ONRETE OURE IN FORMS N EXOSE TO WETHER OR ERTH RS N LRGER " RS N SMLLER /" INTERIOR OLUMNS N EMS /" INTERIOR WLL FES N RISE SLS /" STRUTURL SLS ON GRE FROM OTTOM SL " FROM TO SL /" OTHER ONRETE NOT EXOSE TO WETHER OR ERTH FOR RS N SMLLER /" ROVIE THE LRGEST OVER REQUIRE FOR LL LILE ONITIONS. WHERE STIRRUS OR TIES RE USE, ENSURE THT THE OVER FOR LONGITUINL RS IS EQUTE.. REINFOREMENT SHLL E LE IN ORNE WITH THE ONRETE REINFORING STEEL INSTITUTE (RSI) "MNUL STNR RTIE". EH REINFORING R SHLL E WIRE TO ROSS R T MXIMUM SING " O. ROVIE LL ESSORIES NEESSRY TO SUORT REINFORING IN OSITIONS SHOWN ON THE LNS.. SLIES IN ONTINUOUS REINFOREMENT S USE IN WLLS, WLL FOOTINGS, ET., SHLL HVE LSS "" L ('" MIN) N THE SLIES IN JENT RS SHLL E NOT LESS THN '0" RT. VERTIL WLL RS SHLL E SLIE T OR NER FLOOR LINES. RS MY E WIRE TOGETHER T SLIES OR LS EXET FOR TO REINFORING EMS N SLS OR WHERE SEIFILLY ETILE TO E SERTE. WELE WIRE FRI SHLL E LE " MINIMUM.. REINFORING SLIES SHLL E ME ONLY WHERE INITE ON THE RWINGS.. LL OWELS, NHOR OLTS N OTHER HRWRE TO E SET IN ONRETE SHLL E TIE IN LE RIOR TO LEMENT ONRETE. NO WET SETTING, STING, ROING OR OTHER MOVEMENT EMEE ITEMS SHLL E ERFORME URING LEMENT ONRETE. 8. EN LL REINFORING RS OL. 9. STEEL SHLL E KET LEN N FREE RUST. 0. OWELS ETWEEN FOOTING N WLLS OR OLUMNS SHLL E THE SME GRE, SIZE N SING S THE MIN REINFORING UNO.. LL RS SHLL E MRKE SO THEIR IENTIFITION N E ME WHEN THE FINL IN LE INSETION IS ME.. ONTRTOR TO ROVIE HIRS, SERS, N SN LTES S REQUIRE TO MINTIN ONRETE OVER. HIRS OR SERS SHLL E NONFERROUS OR LSTI OTE WHEN RESTING ON EXOSE SURFES. ONRETE. LL HSES WORK ERTINING TO THE ONRETE ONSTRUTION SHLL ONFORM TO THE "UILING OE REQUIREMENTS FOR REINFORE ONRETE" (I 8) WITH MOIFITIONS S NOTE IN THE RWINGS OR SEIFITIONS.. ONRETE MIX ESIGN N TESTING SHLL MEET THE REQUIREMENTS THE UILING OE, N SEIFITIONS. LL ONRETE MIXES SHLL E ESIGNE Y REOGNIZE TESTING L STME N SELE Y LIENSE LIFORNI IVIL ENGINEER N SUMITTE TO THE SEOR FOR REVIEW RIOR TO ONRETE LEMENT. STRUTURL ONRETE MIXES SHLL ONSIST SK MINIMUM, UNO.. ONRETE SHLL NOT E ROE THROUGH REINFORING STEEL (S IN WLLS) SO S TO USE SEGREGTION GGREGTES. IN SUH SES, HOERS N VERTIL HUTES OR TRUNKS SHLL E USE. HUTES OR TRUNKS SHLL E VRILE LENGTHS SO THT FREE UNONFINE FLL ONRETE SHLL NOT EXEE SIX FEET. SUFFIIENT NUMER HUTES OR TRUNKS SHLL E USE TO ENSURE THE ONRETE IS KET LEVEL T LL TIMES.. LEMENT ONRETE SHLL ONFORM TO I STNR 0 N ROJET SEIFITIONS. SNLST LL ONRETE SURFES GINST WHIH ONRETE IS TO E LE.. ONSTRUTION JOINTS SHLL E ROUGHENE Y REMOVING THE ENTIRE SURFE TO EXOSE LEN GGREGTE SOLILY EMEE IN THE MORTR MTRIX N LENE, LEVING NO LITNE, LOOSENE RTILES OR MGE ONRETE. SLUSH WITH OT NET EMENT EFORE LING ONRETE. SEE LNS N ETILS FOR LOTION N E ONSTRUTION JOINT. LOTIONS ITIONL ONSTRUTION JOINTS NOT SHOWN ON THESE LNS SHLL E SUMITTE FOR ROVL Y THE EOR RIOR TO LING NY ONRETE. (ONRETE ONT.). LOTE JOINTS NOT INITE TO LEST IMIR STRENGTH N ERNE STRUTURE. LOTE HORIZONTL JOINTS IN ONRETE ONLY WHERE THEY NORMLLY OUR OR WHERE INITE. LOTE VERTIL JOINTS IN MILE THIR SNS SLS, EMS OR GIRERS, UNLESS EM INTERSETS GIRER T MILE LOTION, IN WHIH SE FSET JOINTS IN GIRERS TWIE WITH EM.. STRUTURL ONRETE SHLL MEET THE FOLLOWING ESIGN RITERI: LOTION MIN8 Y OM STRENGTH ON E a MX GGREGTE SIZE MX W/ RTIO a. MXIMUM RY WEIGHT LIGHTWEIGHT ONRETE SHLL E F, UNLESS ROVE Y SEOR. b. SLUM MESURE RIOR TO SUERLSTIIZER, WHERE OURS. 8. GGREGTES IN NORML WEIGHT ONRETE SHLL ONFORM TO STM (HRROK). GGREGTES IN LIGHT WEIGHT ONRETE SHLL ONFORM TO STM 0. EXETIONS MY E USE ONLY WITH ERMISSION THE STRUTURL ENGINEER. USE RONTE ONRETE GGREGTE FOR LL STRUTURL SLS. 9. OMRESSIVE STRENGTH TEST REORTS SHLL E SUMITTE TO THE SEOR. 0. ORTLN EMENT SHLL E E II FOR LL ONRETE ONFORMING TO STM 0, LOW LKLI. MILL TESTS WITH ERTIFITES OMLINE SHLL E SUMITTE.. FLY SH OR OTHER OZZOLNS ONFORMING TO STM 8 LSS N OR F MY E USE S RTIL SUSTITUTION FOR ORTLN EMENT U TO MXIMUM % TOTL EMENTITIOUS MTERILS Y WEIGHT IF THE MIX ESIGN IS ROORTIONE ER I 8, SETION... ONRETE MIXING OERTIONS, ET. SHLL ONFORM TO STM 9.. LEN ONRETE, WHERE SEIFILLY INITE, SHLL ONTIN SKS EMENT ER UI YR ONRETE.. USE NON SHRINK GROUT UNER SE LTES, SILL LTES, ET. (SEE SEIFITIONS). RYK OR NONSHRINK GROUT SHLL HVE MINIMUM 8 Y OMRESSIVE STRENGTH 000 SI, N ONSIST MSTERFLOW, FIVE STR GROUT, SIK GROUT, EMEO, OR ROVE EQUL. FOR THIK GROUT LYERS FOLLOW MNUFTURER'S GUIELINES TO TTIN THE REQUIRE STRENGTH, WHIH MY INLUE THE ITION E GRVEL.. O NOT USE NY ONRETE OR GROUT ONTINING HLORIES. WTER USE IN MIX SHLL E LEN N OTLE.. FOR INTERIOR SLSONGRE N LL OTHER SLS REEIVING HERE FLOORING FINISHES (I.E., GLUE, ET.), THE MXIMUM W/ RTIO SHLL NOT EXEE 0.. URING OMOUNS USE ON ONRETE THT IS TO REIEVE FINISHES SHLL E OMTILE WITH TILE N HESIVES OR GROUTS IN ORNE WITH MNUFTURER'S T N E ROVE EFORE USE. 8. MINTIN ONRETE OVE 0 EGREES FHRENHEIT N IN MOIST ONITION FOR MINIMUM YS FTER LEMENT UNLESS OTHERWISE ETE Y SEOR. 9. SEE RHITETURL RWINGS FOR WLL OENINGS, WLL FSETS, HMFERS, KERFS, RIS N FOR EXTENT ERESSIONS, RMS, ET. ROVIE SLEEVES FOR LL IES THROUGH ONRETE WLLS N FOOTINGS WHERE SHOWN ON THESE RWINGS. O NOT UT NY REINFORING WHIH MY ONFLIT.ORING IS NOT ERMITTE WITHOUT RIOR ROVL Y THE SEOR. NOTIFY THE STRUTURL ENGINEER IN VNE ONITIONS NOT SHOWN ON THE RWINGS. 0. ONUIT OR IE SIZE (O..) SHLL NOT EXEE 0 ERENT SL THIKNESS N SHLL E LE ETWEEN THE TO N OTTOM REINFORING UNLESS SEIFILLY ETILE OTHERWISE. ONENTRTIONS ONUIT OR IES SHLL E VOIE EXET WHERE ETILE OENINGS RE ROVIE.. EXOSE ORNERS SLS, EMS, WLLS, OLUMNS, ET. SHLL E FORME WITH /" HMFER, UNO.. LL REINFORING RS, NHOR OLTS N OTHER ONRETE INSERTS SHLL E WELL SEURE IN OSITION RIOR TO LING ONRETE.. FOR FOUNTIONS THT RE TO REEIVE EITHER ONRETE OR MSONRY WLLS:. RSIVELY LEN N ROUGHEN TOS FOOTINGS. MX SLUM b FOUNTIONS 000 psi NW /" 0.0 " SL ON GRE 000 psi NW " 0. " FILL OVER METL EK 000 psi LW /" 0. " STIRS/STRUT SL 000 psi NW " 0. " LL OTHER STRUTURL ONRETE NOT NOTE OVE 000 psi NW " 0.0 ". ROVIE /" X /" X '0" LONG KEYS T " O.. T ENTERLINE WLLS UNO.. ROVIE WTERSTOS IN LL ELOWGRE FOUNTION WLL ONSTRUTION JOINTS. MSONRY. ONRETE MSONRY UNITS (MU) SHLL E GRE "N" HOLLOW ORE, MEIUM WEIGHT UNITS ONFORMING TO STM 90, LTEST REVISION WITH MXIMUM SHRINKGE.0% FROM THE STURTE TO OVENRY ONITION. THE MINIMUM 8 Y RISM OMRESSIVE STRENGTH MSONRY IN ORNE WITH THE UILING OE:. MORTR SHLL E FRESHLY RERE N UNIFORMLY MIXE N IN THE FOLLOWING RTIO Y VOLUME: E M OR S MORTR: ONE RT ORTLN EMENT / RTS LIME UTTY MXIMUM M LOOSE GGREGTE: / () TIMES. MORTR SHLL HVE MIN. OMRESSIVE STRENGTH 800 SI T 8 YS.. GROUT SHLL E OMOSE THE FOLLOWING RTIO Y VOLUME: ONE RT ORTLN EMENT TWO RTS E GRVEL THREE RTS SN N SUFFIIENT WTER SHLL E E TO ROUE ONSISTENY FOR OURING WITHOUT SEGREGTION GROUT ONSTITUENTS.. SEE "REINFORING STEEL SETION" SEIFITIONS FOR STM SEIFITION REINFORING STEEL.. VERTIL REINFORING SHLL E FULL HEIGHT WLL N SHLL E RE T '8" MXIMUM TO REVENT MOVEMENT WHILE GROUTING.. HORIZONTL REINFORING SHLL E IN ON EM UNITS N TIE SEURELY TO VERTIL REINFORING. 8. OWELS, NHORS, N OTHER EMEE ITEMS SHLL E TIE SEURELY IN LE TO REVENT MOVEMENT WHILE GROUTING. WET SETTING OR STING IS NOT LLOWE. 9. VERTIL ELLS TO E FILLE SHLL HVE VERTIL LIGNMENT; NY OVERHNGING MORTR OR OTHER OSTRUTION ERIS SHLL E REMOVE FROM THE INSIES SUH ELL WLLS. 0. ROVIE /" LERNE FROM INSIE FE LOK MSONRY ELLS N MINIMUM ONE R IMETER, UT NOT LESS THN /" LER ISTNE ETWEEN RLLEL RS.. MXIMUM HEIGHT GROUT OUR SHLL E S ER I HTER.. FOR GROUT OURS OVER FEET, ROVIE LENOUTS IN OTTOM OURSE T VERTIL REINFOREMENT ( INHES MX). SEIL INSETION IS REQUIRE.. GROUT SHLL E LE IN ONTINUOUS OUR IN GROUT LIFTS NOT EXEEING FEET.. LL GROUT SHLL E ONSOLITE T THE TIME OURING Y VIRTING WITH /" VIRTOR.. LL ELLS SHLL E GROUTE SOLI, UNLESS OTHERWISE NOTE. LOK SHLL E LE IN RUNNING ON N SHLL E 8"x8"x" NOMINL UNITS, UNO.. LOK MOULES/MORTR JOINTS SHOWN ON THESE RWINGS RE FOR RESENTTION UROSES ONLY, N NOT INTENE TO SUEREE RHITETURL ESIGN REQUIREMENTS. 8. ROVIE ST. 90 HOOK T EN LL HORIZONTL REINFORMENT IN MU WLLS. 9. NO OL JOINTS RE ERMITTE UNLESS SEIFILLY ETILE. 0. FORM HORIZONTL ONSTRUTION JOINTS Y STOING THE GROUT OUR NOT LESS THN / INH ELOW THE TO THE UERMOST GROUTE UNIT. HORIZONTL REINFOREMENT SHLL E FULLY EMEE IN GROUT.. ROVIE VERTIL ONTROL JOINTS IN MU WLLS S SHOWN ON LN. UNLESS NOTE OTHERWISE VERTIL ONTROL JOINTS SHLL OUR T '0" O/ MXIMUM LONG WLL LENGTH, T FOUNTION STES, FLOOR OR RO JOINTS, WLL HEIGHT HNGES, N " MINIMUM ST ONE SIE OENINGS GRETER THN '0" WIE, UNO ON LNS. ONTROL JOINTS SHLL E LOTE MXIMUM / THE MXIMUM ON ENTER SING FROM WLL ORNERS N INTERSETIONS. IL JOINTS SHLL E /8" UNLESS NOTE OTHERWISE. LOTION MINIMUM 8 Y OMRESSIVE STRENGTH f'm E S MORTR GROUT LL MU UNO 00 psi 900 psi 000 psi METL EKING. ROVIE ESIGN, FRITION, N ERETION METL EK ONFORMING TO THE STEEL EK INSTITUTE'S "OE REOMMENE STNR RTIE N SI ESIGN SEIFITIONS".. ESIGN IS SE ON THE STEEL EK INSTITUTE ESIGN MNUL FOR OMOSITE EKS, FORM EKS, N RO EKS.. MTERIL FOR METL EK SHLL HVE MIN YIEL STRENGTH 0 KSI N ONFORM TO STM SS GRE WITH GLVNIZE G0 OTING OMLYING WITH STM.. SEE IL ETILS FOR REINFORING EK ROUN OENINGS. ONTRTOR SHLL OORINTE SIZE N LOTIONS OENINGS WITH THE VRIOUS TRES. HOLES THT RE IMENSIONE ON THE STRUTURL RWINGS SHLL E THE RESONSIILITY THE EK ERETOR. NO LOS SHLL E HUNG FROM EK WITHOUT ROVL SEOR.. METL EK FRITOR TO FURNISH SHO RWINGS FOR STRUTURL ENGINEER'S REVIEW RIOR TO FRITION. SHO RWINGS SHLL INLUE E EK, LYOUT EK, THE SIZE N LOTION NY OENINGS WITH GRETER THN '0", WELING ROEURE, SIE L ONNETIONS, TESTING ROGRMS FOR WELING, OTING MTERIL N ERETION SEQUENE.. WHEN SUMITTING SHO RWINGS, INLUE IESR NUMER N REORT.. FLOOR N RO EK IS ESIGNE FOR UNSHORE ONSTRUTION, UNO. MINTIN SN ONITION WHEREVER OSSILE ( SN MIN) EXET T STIR LNING N WHERE NOTE OTHERWISE ON LNS. 8. ROVIE " MINIMUM ERING T LL SUORTS. EN LS METL EK SHLL E MINIMUM " N SHLL OUR ONLY OVER SUORTS. EK SHLL E LI OUT SO THT LOW FLUTE FLLS ON EH RLLEL SUORT. 9. INSTLL EK Y WELING. USE /" IMETER ULE WELS OR WELE STUS TO SUORTS SE S SHOWN ON ONSTRUTION RWINGS. SING FOR TO SEM, SIE SEM, UTTON UNH, OR UNHLOK ONNETION SHLL E IN ORNE WITH RWINGS. SEE IL METL EK ETILS. 0. WHEN EK IS SHEULE TO E EXOSE, ESLG, LEN N TOUHE U WELS WITH ZINRIH RIMER.. LTERNTES TO E EK N FSTENING MY E USE WITH THE ROVL THE SEOR. EK ROERTIES SHLL E EQUL TO OR GRETER THN THOSE SHOWN ON THE LNS. NY EK OR METHO FSTENING SHLL HVE N EVLUTION REORT ROVING THE EK FOR THE LITION.. STEEL OMOSITE EK SHLL E FORME WITH INTEGRL LOKING LUGS OR EMOSSMENTS TO ROVIE MEHNIL LOK ETWEEN THE STEEL EK N THE ONRETE SL TO ROVIE OMOSITE UNIT. THIKNESS (GUGE) N ETH EKING SHLL E S INITE ON THE RWINGS.. METL EK WITH ONRETE FILL SHLL HVE OSITIVE VENTING. O NOT EME IES, SLEEVES, ONUIT, ET IN ONRETE TOING, UNO. HIGHSTRENGTH OLT. SEE STRUTURL STEEL NOTES THIS FOR ITIONL INFORMTION.. JOINT SSEMLIES USING HIGHSTRENGTH OLTS SHLL E IN ORNE WITH THE URRENT EITION THE "IS SEIFITION FOR STRUTURL JOINTS USING STM OR 90 OLTS". SLIRITIL OLTS SHLL E USE FOR LL "LTERL FORE RESISTING SYSTEM" (LFRS) MEMER STEEL TO STEEL ONNETIONS.. LL HIGHSTRENGTH OLTS SHLL ONFORM TO STM OR STM 90, NUTS SHLL ONFORM TO STM N WSHERS SHLL ONFORM TO STM F.. INT SHLL NOT E ERMITTE ON ONTT SURFES UNLESS NOTE OTHERWISE. ONTT SURFES OLTE RTS SHLL E ESLE N FREE IRT, OIL, URRS, ITS, N OTHER EFETS WHIH REVENT SOLI SETING RTS.. SLIRITIL JOINT SSEMLIES SHLL E FULLY RETENSIONE Y TURNNUT TIGHTENING, LIRTE WRENH TIGHTENING, INSTLLTION LTERNTE ESIGN OLTS OR Y IRET TENSION INITOR TIGHTENING. V&Y roject No.: 90 0% ESIGN EVELOMENT SUMITTL OTOER 0 ROVE FOR OMMNER NVF TIVITY STISFTORY TO ES RW HK M/M RNH MNGER HIEF ENG/RH ERTMENT THE NVY NVL FILITIES ENGINEERING OMMN NVL FILITIES ENGINEERING OMMN SW IVISION SLE: EROJET NO.: ONSTR. ONTR. NO. NVF RWING NO. OSTL IT NVL SE VENTUR OUNTY OINT MUGU, NVL SE VENTUR OUNTY OINT MUGU, TE esigner uthor S /E INFO 0% ESIGN EVELOMENT SUMITTL E/ HNGR ITIONS N RENOVTIONS FY0 SYM ESRITION TE R SEL Michelson rive, Suite 00 Irvine, 9 (99) 00 FX (99) 0 " = '0" S.0 hecker GENERL NOTES

3 9/8/0 0:8:0 M STRUTURL STEEL N MIS. METLS. ESIGN, FRITION N ERETION STRUTURL STEEL SHLL ONFORM TO THE SEIFITIONS N STNR THE MERIN INSTITUTE STEEL ONSTRUTION (IS), S ONTINE IN THE LTEST EITION "IS MNUL STEEL ONSTRUTION".. LL STEEL FRITION SHLL E ERFORME Y LIENSE FRITOR.. LL STRUTURL STEEL SHLL E ERETE LUM N TRUE TO LINE. TEMORRY RING SHLL E INSTLLE N SHLL E LEFT IN LE UNTIL OTHER MENS IS ROVIE TO EQUTELY RE THE STRUTURE.. ROVIE THE FOLLOWING MTERILS FOR STRUTURL STEEL (UNO): STRUTURL STEEL GRES:. LL WIE FLNGE SETIONS STM 99.. SQURE OR RETNGULR HOLLOW STRUTURL SETIONS (HSS) ROUN HOLLOW STRUTURL SETIONS (HSS). IES. EXET S OTHERWISE NOTE, LL OLTS SHLL E HIGH STRENGTH OLTS.. HIGH STRENGTH OLTS SHLL E INSTLLE IN ORNE WITH THE URRENT EITION THE "IS SEIFITION FOR STRUTURL JOINTS USING STM OR 90 OLTS". SLI RITIL OLTS (S) SHLL E USE FOR LL "LTERL FORE RESISTING SYSTEM" (LFRS) MEMER STEELTOSTEEL ONNETIONS. TIGHTEN SLI RITIL OLTS USING ONE THE FOLLOWING: TWISTF OLTS, TENSION ONTROL LIRTE WRENH OR IRET TENSION INITORS. HIGH STRENGTH OLTS NOT IN THE LFRS MY E INSTLLE HN TIGHT.. LL ONNETIONS NOT SHOWN SHLL ONFORM TO THE "IS MNUL STEEL ONSTRUTION" N SHLL E SUMITTE ON SHO RWINGS FOR REVIEW Y SEOR RIOR TO FRITION. 8. THE STRUTURL STEEL FRITOR SHLL FURNISH SHO RWINGS LL STEEL FOR ENGINEER REOR'S REVIEW EFORE FRITION. SHO RWINGS SHLL INLUE WELING ROEURES, TESTING ROGRMS FOR WELING N HIGH STRENGTH OLTING, OTING MTERIL, ERETION SEQUENE. 9. NHOR STUS, SHER STUS, N EFORME NHORS.. SHLL E MNUFTURE Y NELSON STU WELING OMNY OR ROVE EQUL, N WELE (IN ORNE WITH MNUFTURER'S REOMMENTIONS Y ERTIFIE WELERS) SO S TO FULLY EVELO THE TENSILE ITY THE ONNETOR.. HEE STUS (SHER N NHOR) SHLL E ME MTERIL ONFORMING TO (STM) 080T. NHOR OLTS SHLL ONFORM TO STM F GRE 0 HEE OLT. U.N.O.. EFORME NHORS SHLL E ME MTERIL ONFORMING TO THE URRENT VERSION STM OLTS WITH USET THRES RE NOT LLOWE. USE THE RORITE NUT N WSHER E FOR THE SEIFIE OLT. NUTS SHLL ONFORM TO STM, HOT FORGE.. LL STEEL OLUMNS SHLL E MILLE EH EN TO FIT FLUSH WITH SE LTE, OR EN TO EN.. LL STRUTURL STEEL N MISELLNEOUS STEEL ERMNENTLY EXOSE TO THE ELEMENTS SHLL E HOT I GLVNIZE FTER FRITION UNLESS WETHER RO OTING IS SEIFIE Y THE RHITET UNO. STINLESS N WETHERING STEELS RE EXETE WHERE SEIFIE.. LL RHITETURLLY EXOSE STRUTURL STEEL (ESS) SHLL OMLY WITH IS OE STNR RTIE, SETION 0.. SEE RHITETURL RWINGS FOR NILER HOLES, WELE STUS OR OTHER ITEMS NOT SHOWN IN THESE RWINGS. WHERE STEEL IS EMEE IN ONRETE OR MSONRY, ROVIE HOLES S REQUIRE FOR SSGE ONTINUOUS REINFORING RS WHERE INITE ON RWINGS. O NOT UT HOLES IN STRUTURL STEEL WITHOUT RIOR ROVL SEOR.. LE NONSHRINK OR RYK GROUT UNER LL SE LTES N LLOW TO URE EFORE LYING LOS. SEE STRUTURL ONRETE NOTES FOR GROUT INFORMTION.. LL STEEL TUES SHLL E E T ENS.. UNLESS OTHERWISE NOTE ON RWINGS: STM 00, GRE (F y = KSI) E. LTES, NGLES, HNNELS & TEES STM STM 00, GRE (F y = KSI) F. MHINE OLTS (M) STM 0 STM E E OR S, GRE, (F y = KSI) G. HIGH STRENGTH OLTS (HS) STM E N H. WELE HEE STUS STM 08 I. THREE ROS FOR NHOR OLTS STM F, GRE. LL OLTS SHLL E /" IMETER.. LL OLTE ONNETIONS SHLL E ME WITH HIGH STRENGTH OLTS EXET URLIN, GIRT, N OOR FRME ONNETIONS WHIH MY USE MHINE OLTS.. LL ONNETIONS SHLL HVE MINIMUM TWO OLTS OR EQUIVLENT WEL ITY.. GUSSET LTES SHLL E /8" MIN. THIKNESS, UNLESS OTHERWISE NOTE. E. ROVIE IRET TENSIONINITING (TI) WSHERS T LL OLTE ONNETIONS. WELING STRUTURL STEEL. WELING ROEURES, ELETROES N WELER QULIFITIONS SHLL ONFORM TO THE STRUTURL WELING OESTEEL, MERIN WELING SOIETY (WS),. N THE IS "SEIFITION FOR STRUTURL STEEL UILINGS".. LL WELERS SHLL HVE EVIENE SSING THE WS STNR QULIFITION TESTS, N SHLL E ERTIFIE FOR THE WORK THEY RE ERFORMING.. ROJET WELING SHLL E ERFORME ONLY IN ORNE WITH WELING ROEURE SEIFITIONS (WS) SUMITTE Y THE ONTRTOR N REVIEWE Y THE SEOR N ROJET WELING INSETOR. THE WS SHLL E IN ORNE WITH WS.. URRENT EITION.. WELING STRUTURL STEEL SHLL E ERFORME ER WS. USING E0XX ELETROES UNLESS OTHERWISE NOTE.. WELING REINFORING RS SHLL E ERFORME ER WS. USING E90XX ELETROES.. WELING METL EK N LIGHT GGE STEEL SHLL E IN ORNE WITH WS... LL FULL ENETRTION WELS SHLL E ULTRSONI TESTE ER WS.. 8. LL GROOVE OR UTT WELS SHLL E OMLETE ENETRTION WELS. LL EXOSE UTT WELS SHLL E GROUN SMOOTH. 9. LL EXOSE WELS ON RHITETURLLY EXOSE STRUTURL STEEL (ESS) SHLL OMLY WITH IS OE STNR RTIE, SETION FIEL WELS HVE EEN INITE WHERE THEY RE EXETE TO OUR. THE ONTRTOR SHLL ETERMINE THE TUL FIEL WELING NEESSRY TO OMLETE THE ROJET N INLUE LL SSOITE OSTS WITHIN THE SE I.. WHERE WELS RE ESIGNTE S EMN RITIL, THEY SHLL E ME WITH FILLER METL LE ROVIING MINIMUM HRY VNOTH (VN) TOUGHNESS 0 FTL T 0 F N 0 FTL T 0 F. SEE IS 0 SETION.b FOR ITIONL REQUIREMENTS.. LL WELS WITHIN MEMERS ESIGNTE S RT THE LTERL FORE RESISTING SYSTEM (LFRS) SHLL ONFORM TO THE ETILING, MTERILS, WORKMNSHI, TESTING, N INSETION REQUIREMENTS ER WS.8.. ONTINUOUS INSETION IS REQUIRE FOR FIEL WELING STRUTURL N REINFORING STEEL. LIGHT GGE STEEL FRMING. ESIGN, FRITION N ERETION OLFORME STEEL FRMING SHLL ONFORM TO THE SEIFITIONS N STNR THE MERIN IRON N STEEL INSTITUTE (ISI), S ONTINE IN THE "SEIFITION FOR THE ESIGN OL FORME STEEL STRUTURL MEMERS", LTEST EITION, INLUING LL LILE MENMENTS. FRMING MEMERS N ESSORIES SHLL ONFORM TO:. GGE N HEVIER: STM 00, GR. 0 GLVNIZE: STM, GR. 0. INTE: STM 0, GR GGE N LIGHTER: STM 00, GR. GLVNIZE: STM, GR.. INTE: STM 0, GR.. STEEL LTES (/" N THIKER): STM.. OL FORME JOISTS N STUS SHLL ONFORM TO THE SETION ROERTIES TLE STEEL STU MNUFTURERS SSOITION (SSM) IO ER9.. STU WLL FRMING N ONNETIONS SHLL E S SHOWN IN "OLFORME STEEL ETILS" Y SSM UNLESS SEIFILLY ETILE.. SUMIT OLFORME STEEL FRMING SHO RWINGS N SEIFITIONS TO THE SEOR FOR REVIEW RIOR TO FRITION.. LL OLFORME STEEL FRMING SHLL E ERETE LUM N TRUE TO LINE. TEMORRY RING SHLL E INSTLLE N LEFT IN LE UNTIL OTHER MENS IS ROVIE TO EQUTELY RE THE STRUTURE.. LL OLFORME STEEL FRMING SHLL E RE S REQUIRE Y SETION THE ISI SEIFITION.. SLIE XILLY LOE STUS OR RES RE NOT ERMITTE. 8. FRMING OMONENTS SHLL E UT SQURELY OR TO THE EXT NGLE TO TIGHT FIT THE UTTING MEMERS. MEMERS SHLL E HEL FIRMLY UNTIL ROERLY FSTENE. 9. LTERL RIGING SHLL E INSTLLE T '0" O.. MX. U.N.O. N IN MNNER TO ROVIE RESISTNE TO OTH MINOR XIS ENING N ROTTION. RIGING IS REQUIRE WHEN WLL OR IS NOT ROVIE ON EITHER SIE. 0. FSTENING OMONENTS SHLL E Y WELING OR SELFRILLING SREWS, WIRE TYING OMONENTS IS NOT ERMITTE.. WELING OL FORME FRMES SHLL ONFORM TO WS. N.. WELING SHLL E ERFORME Y WELERS ERTIFIE FOR THE E WELS. WELING ROS SHLL ONFORM TO THE FOLLOWING:. 8 GGE N LIGHTER: E0XX. GGE N HEVIER: E0XX. LIGHT GGE TO STRUTURL STEEL: E0XX LOW HYROGEN (LIGHT GGE STEEL FRMING ONT). TRK SHLL E UNUNHE WITH GGE TO MTH STU FRMING, U.N.O.. UTILITY UNHOUT HOLES IN STUS SHLL E LOTE WY FROM ONNETIONS.. SREWS SHLL E WFER HE SELF RILLING/SELF TING STEEL SREWS INSTLLE N TIGHTENE IN ORNE WITH THE SREW MNUFTURERS SEIFITIONS. SREWS SHLL ROVIE MINIMUM ENETRTION THROUGH THE JOINE MTERILS NOT LESS THN EXOSE THRES. L J FF MSL ROX RH RH'T STM ET L LG M OT RG RKT S SMT VL W N J J L LR MU OL ON ONST ONT ONT' ONX U Y L ETL I IG IM L N RWG WL E EF EJ ELE ELEV,EL EQ EQUI EW EXIST EX EXT EN F F FN FF FF EL FIN FS FT FTG G GLV G HEE HORIZ H HT HS HSS NHOR OLT ITIONL JENT OVE FINISH FLOOR OVE MEN SE LEVEL ROXIMTE(LY) RHITETURL RHITET M SOIETY TESTING MTERILS K TO K OTTOM HOR ETWEEN SE LINE UILING EM OTTOM SE LTE ERING RKET OTH SIES SEMENT EVELE OTH WYS OUNRY NILING OMRESSION ONSTRUTION JOINT OMLETE JOINT ENETRTION ENTERLINE LER OR LERNE ONRETE MSONRY UNIT OLUMN ONRETE ONSTRUTION ONTINUOUS ONTINUE ONNETION UI UI YR ETH EFORME R NHOR OULE ETIL IMETER IGONL IMENSION E LO OWN M ROING RWING(S) OWEL EST EH FE EXNSION JOINT ELETRIL ELEVTION EQUL EQUIMENT EH WY EXISTING EXNSION EXTERIOR EGE NILING FRITION FLOOR RIN FOUNTION FINISH FLOOR FINISH FLOOR ELEVTION FINISH(E) FR SIE FOOT FOOTING GGE OR GUGE GLVNIZE GRE EM HOOK EH EN HORIZONTL HIGH OINT HEIGHT HEE STU HOLLOW STEEL SETION STRUTURL REVITIONS (LL REVITIONS SHOWN RE NOT NEESSRILY USE IN THE RWINGS) I IF IN INT JT JST K KO KSI L, L LG LH LHE LL LLH LLV LONG L LW LW LW MTL MX MEH ME MEZZ MFR MI MIN MIS MS MT N/ NF NI NO NOM NS NTS O O O ONG O O HN OT F ER G L LUM REF RELIM RML ROJ SF T V VT R R R RE: REINF REM REQ REV RH RJ RN RO RW INSIE IMETER INSIE FE INH INTERIOR JOINT JOIST KIS (000 LS) KNOKOUT KIS ER SQURE INH OUN EVELOMENT LENGTH LNING LEFT HN LOW HYROGEN ELETROE LIVE LO LONG LEG HORIZONTL LONG LEG VERTIL LONGITUINL LOW OINT LONG WY LIGHTWEIGHT ONRETE LONG WY MTERIL MXIMUM MEHNIL MEHNIL, ELETRIL, LUMING MEZZNINE MNUFTURE(R) MILE MINIMUM MISELLNEOUS MILE STRI STRUTURL TEE UT FROM MISELLNEOUS STEEL NOT LILE NER FE NOT IN ONTRT NUMER NOMINL NER SIE NOT TO SLE OVERLL ON ENTER OUTSIE IMETER OUTSIE FE OENING OOSITE OOSITE HN OTIONL REST ONRETE OUNS ER UI FOOT ERENIULR RESTRESSE GIRER LTE LUMING REFRITE RELIMINRY REMOLE ROJETION OUNS ER SQURE FOOT OINT OLYVINYL HLORIE VEMENT RIGHT, RISER RIUS RO RIN REFER REINFORING (E,MENT) REMINER REQUIRE REVISION RIGHT HN RUSTITION JOINT ROUN ROUGH OENING RETINING WLL S S SH SET SHT SIM SJ SL SLRS S SE SL SQ SS ST STIFF STIR STL STR STRUT SW SYM T T/ T/ON T/F T/FTG T/SL T& TEM THK THR TOS TR TRNS TS TSW UNO USGS VERT VIF W W/ W/O W WJ WT WWF Y SOUTH SHER ONNETORS SHEULE() SETION SIMILR SW JOINT SLOE SEISMILORESISTING SYSTEM SE SEIFITION(S) SEIL SQURE STINLESS STEEL STNR STIFFENER STIRRU STEEL STRUTURL STRUTURL SHER WLL SYMMETRIL TO, TENSION TO TO ONRETE TO FLOOR RIN TO FOOTING TO SL TO N OTTOM TEMERTURE THIKNESS THREE TO STEEL TRE(S) TRNSVERSE STRUTURL TUING TO SEM WEL IL UNLESS NOTE OTHERWISE UNITE STTES GEOLOGIL SURVEY VERTIL VERIFY IN FIEL WEST, WITH, WIE FLNGE WITH WITHOUT WORK OINT WEKENE LNE JOINT WEIGHT, STRUTURL TEE UT FROM WIE FLNGE EM WELE WIRE FRI YR V&Y roject No.: 90 0% ESIGN EVELOMENT SUMITTL OTOER 0 ROVE FOR OMMNER NVF TIVITY STISFTORY TO ES RW HK M/M RNH MNGER HIEF ENG/RH ERTMENT THE NVY NVL FILITIES ENGINEERING OMMN NVL FILITIES ENGINEERING OMMN SW IVISION SLE: EROJET NO.: ONSTR. ONTR. NO. NVF RWING NO. OSTL IT NVL SE VENTUR OUNTY OINT MUGU, NVL SE VENTUR OUNTY OINT MUGU, TE esigner uthor S /E INFO 0% ESIGN EVELOMENT SUMITTL E/ HNGR ITIONS N RENOVTIONS FY0 SYM ESRITION TE R SEL Michelson rive, Suite 00 Irvine, 9 (99) 00 FX (99) 0 " = '0" S.0 hecker GENERL NOTES

4 STRUTURL OSERVTIONS. STRUTURL OSERVTIONS SHLL E ERFORME Y THE ENGINEER REOR.. VISUL OSERVTIONS WILL E ERFORME T THE ISRETION THE OWNER, RHITET, SEOR, N S REQUIRE Y THE UILING FIIL IN ORNE WITH THE UILING OE.. IT IS THE RESONSIILITY THE GENERL ONTRTOR TO NOTIFY THE STRUTURL ENGINEER S TO WHEN EH MJOR HSE ONSTRUTION IS REY FOR OSERVTION MINIMUM FIVE () WORKING YS IN VNE. ELINQUENT NOTIFITION MY REQUIRE EMOLITION OVERING MTERILS TO FILITTE OSERVTION.. THE STRUTURL OSERVER SHLL ERFORM SITE VISITS T THOSE STES IN THE ROGRESS THE WORK THT LLOW FOR ORRETION EFIIENIES WITHOUT SUSTNTIL EFFORT OR UNOVERING THE WORK INVOLVE. T MINIMUM, THE FOLLOWING ELEMENTS REQUIRE STRUTURL OSERVTION: FOUNTION RER N NHORS RIOR TO OUR ONRETE STRUTURL FRMING FTER ERETION N RIOR TO LOSING IN RISE FLOOR SLS N RER RIOR TO OUR ONRETE OMLETION THE STRUTURL SYSTEM. THE STRUTURL OSERVER SHLL RERE N OSERVTION REORT OUMENTING LL EFIIENIES OSERVE. THE REORT SHLL E SENT TO THE ONTRTOR FOR ORRETIVE TION.. STRUTURL OSERVTION OES NOT INLUE OR WIVE THE RESONSIILITY FOR THE SEIL INSETIONS REQUIRE Y HTER THE I OR THESE OUMENTS.. THE ONTRTOR SHLL E RESONSILE FOR ENSURING THT REINFOREMENT, WELS, ONNETIONS, ET. RE VISILE FOR OSERVTION WHEN THE SEOR IS ON SITE N FOR NY SHEULING ELYS UE TO NONOMLINT ITEMS FOUN URING THE OSERVTION STRUTURL TEST N INSETION ROGRM (I H. ) TLE 0. REQUIRE VERIFITION N INSETION SOILS VERIFITION N INSETION TSK ONTINUOUS URING TSK LISTE ERIOI URING TSK LISTE VERIFY MTERILS ELOW SHLLOW FOUNTIONS RE EQUTE TO HIEVE THE ESIGN ERING ITY. VERIFY EXVTIONS RE EXTENE TO ROER ETH N HVE REHE ROER MTERIL. ERFORM LSSIFITION N TESTING OMTE FILL MTERILS. VERIFY USE ROER MTERILS, ENSITIES N LIFT THIKNESSES URING LEMENT N OMTION OMTE FILL. RIOR TO LEMENT OMTE FILL, OSERVE SUGRE N VERIFY THT SITE HS EEN RERE ROERLY. X X X X X TLE 0.. LEVEL REQUIRE VERIFITION N INSETION MSONRY ONSTRUTION VERIFITION N INSETION OMLINE WITH REQUIRE INSETION ROVISIONS THE ONSTRUTION OUMENTS N THE ROVE SUMITTLS SHLL E VERIFIE. VERIFITION f'm RIOR TO ONSTRUTION EXET WHERE SEIFILLY EXEMTE Y THIS OE. S MSONRY ONSTRUTION EGINS, THE FOLLOWING SHLL E VERIFIE TO ENSURE OMLINE: a. ROORTIONS SITERERE MORTR. b. ONSTRUTION MORTR JOINTS. c. GRE N SIZE RESTRESSING TENONS N NHORGES d. LOTION REINFOREMENT, ONNETORS, RESTRESSING TENONS N NHORGES. e. RESTRESSING TEHNIQUE RIOR TO GROUTING, THE FOLLOWING SHLL E VERIFIE TO ENSURE OMLINE: a. GROUT SE IS LEN. b. GRE, E, N SIZE REINFOREMENT N NHOR OLTS, N RESTRESSING TENONS N NHORGES c. LEMENT REINFOREMENT N NHOR OLTS, N RESTRESSING TENONS N NHORGES d. ROORTIONS SITERERE GROUT N RESTRESSING GROUT FOR ONE TENONS e. ONSTRUTION MORTR JOINTS. URING ONSTRUTION THE INSETION ROGRM SHLL VERIFY: a. SIZE N LOTION STRUTURL ELEMENTS. b. E, SIZE N LOTION NHORS, INLUING OTHER ETILS NHORGE MSONRY TO STRUTURL MEMERS, FRMES OR OTHER ONSTRUTION. c. WELING REINFORING RS. d. RERTION, ONSTRUTION N ROTETION MSONRY URING OL WETHER (TEMERTURE ELOW 0 F) OR HOT WETHER (TEMERTURE OVE 90 F). e. LITION N MESUREMENT RESTRESSING FORE f. LEMENT GROUT N RESTRESSING GROUT FOR ONE TENONS IS IN OMLINE OSERVTION RERTION GROUT SEIMENS, MORTR SEIMENS, N/OR RISMS FREQUENY INSETION ONTINUOUS ERIOI I SETION REFERENE FOR RITERI TMS 0/I 0/SE TMS 0/I 0./SE X RT.. X X X X X X X RT.. X X X SE. 0., 0. SE.. SE.. SE....,.. RT.. RT..,. RT.. RT..,.H X RT..,. X RT.. X X X RT..,.F RT..,. RT..E,.,. RT..,.G..b RT..F RT..8,.8 X RT.. X RT..,. RT....a.,...b.,...c.,.., VERIFITION N INSETION INSETION REINFORING STEEL, INLUING RESTRESSING TENONS, N LEMENT. INSETION REINFORING STEEL WELING IN ORNE WITH TLE 0.., ITEM b. TLE 0. REQUIRE VERIFITION N INSETION ONRETE ONSTRUTION INSETION NHORS ST IN ONRETE WHERE LLOWLE LOS HVE EEN INRESE OR WHERE STRENGTH ESIGN IS USE. INSETION NHORS OSTINSTLLE IN HRENE ONRETE MEMERS. VERIFYING USE REQUIRE ESIGN MIX. T THE TIME FRESH ONRETE IS SMLE TO FRITE SEIMENS FOR STRENGTH TESTS, ERFORM SLUM N IR ONTENT TESTS, N ETERMINE THE TEMERTURE THE ONRETE. INSETION ONRETE N SHOTRETE LEMENT FOR ROER LITION TEHNIQUES. INSETION FOR MINTENNE SEIFIE URING TEMERTURE N TEHNIQUES. INSET FORMWORK FOR SHE, LOTION N IMENSIONS THE ONRETE MEMER EING FORME. ONTINUOUS ERIOI REFERENE STNR I REFERENE X I 8:., X X X X X X X X WS. I 8:.. I 8: 8..,..8 I 8:.8., 8..,..8 I 8: H.,.. STM STM I 8:.,.8 I 8:.9,.0 I 8: , , 90., , 90., I 8:.. V&Y roject No.: 90 0% ESIGN EVELOMENT SUMITTL OTOER 0 ROVE FOR OMMNER NVF TIVITY STISFTORY TO ES RW HK M/M RNH MNGER HIEF ENG/RH ERTMENT THE NVY NVL FILITIES ENGINEERING OMMN NVL FILITIES ENGINEERING OMMN SW IVISION TE /E INFO 0% ESIGN EVELOMENT SUMITTL esigner uthor S OSTL IT NVL SE VENTUR OUNTY OINT MUGU, NVL SE VENTUR OUNTY OINT MUGU, E/ HNGR ITIONS N RENOVTIONS SYM ESRITION TE R SEL Michelson rive, Suite 00 Irvine, 9 (99) 00 FX (99) 0 hecker GENERL NOTES SLE: " = '0" EROJET NO.: FY0 9/8/0 0:8: M ONSTR. ONTR. NO. NVF RWING NO. S.0

5 IS 00 TLE N. INSETION TSKS RIOR TO WELING INSETION TSK RIOR TO WELING Q Q WELING ROEURE SEIFITIONS (WSs) VILLE MNUFTURER ERTIFITIONS FOR WELING ONSUMLES VILLE USE QULITY WELERS WELS LENE SIZE, LENGTH, N LOTION WELS IS 00 TLE N. INSETION TSKS FTER WELING INSETION TSK FTER WELING Q Q WELS MEET VISUL ETNE RITERI RK ROHIITION WEL/SE METL FUSION RTER ROSS SETION WEL RILES WEL SIZE UNERUT OROSITY R STRIKES KRE IS 00 TLE N. INSETION TSKS URING WELING INSETION TSK URING WELING Q Q ONTROL N HNLING WELING ONSUMLES KING EXOSURE ONTROL NO WELING OVER RKE TK WELS WS FOLLOWE SETTINGS ON WELING EQUIMENT TRVEL SEE SELETE WELING MTERILS SHIELING S E/FLOW RTE REHET LIE INTERSS TEMERTURE MINTINE (MIN./MX.) ROER OSITION (F, V, H, OH) KING REMOVE N TS REMOVE (IF REQUIRE) OUMENT ETNE OR REJETION WELE JOINT OR MEMER IS 00 TLE N. INSETION TSKS RIOR TO OLTING INSETION TSK RIOR TO OLTING Q Q MNUFTURER'S ERTIFITIONS VILLE FOR FSTENER MTERILS ERINSTLLTION VERIFITION TESTING Y INSTLLTION ERSONNEL OSERVE N OUMENTE FOR FSTENER SSEMLIES N METHOS USE IS 00 TLE N. INSETION TSKS URING OLTING INSETION TSK URING OLTING Q Q FSTENER SSEMLIES SUITLE ONITION, LE IN LL HOLES N WSHERS (IF REQUIRE) RE OSITIONE S REQUIRE JOINT ROUGHT TO THE SNUGTIGHT ONITION RIOR TO THE RETENSIONING OERTION () () () () () O O O O O O O O () () O O O O O O O O IS 00 TLE N. INSETION TSKS FTER OLTING INSETION TSK FTER OLTING Q Q OUMENT ETNE OR REJETION OLTE ONNETIONS () REFER TO IS 00 HTER N FOR TIONL INFORMTION. () =ERFORM THESE TSKS FOR EH WELE JOINT OR MEMER. () O=OSERVE THESE ITEMS ON RNOM SIS. OERTIONS NEE NOT E ELYE ENING THESE INSETIONS. () V&Y roject No.: 90 0% ESIGN EVELOMENT SUMITTL OTOER 0 ROVE FOR OMMNER NVF TIVITY STISFTORY TO ES RW HK M/M RNH MNGER HIEF ENG/RH ERTMENT THE NVY NVL FILITIES ENGINEERING OMMN NVL FILITIES ENGINEERING OMMN SW IVISION TE /E INFO 0% ESIGN EVELOMENT SUMITTL esigner uthor S OSTL IT NVL SE VENTUR OUNTY OINT MUGU, NVL SE VENTUR OUNTY OINT MUGU, E/ HNGR ITIONS N RENOVTIONS SYM ESRITION TE R SEL Michelson rive, Suite 00 Irvine, 9 (99) 00 FX (99) 0 hecker GENERL NOTES SLE: EROJET NO.: " = '0" FY0 9/8/0 0:8: M ONSTR. ONTR. NO. NVF RWING NO. S.0

6 M ONTROLLE FILITY SEE S.0 M SEURE ONTROLLE FILITY SEE S.0 HNGER M ONTROLLE FILITY SEE S.0 M SEE S.0 HNGER M SEE S.0 V&Y roject No.: 90 0% ESIGN EVELOMENT SUMITTL OTOER 0 ROVE FOR OMMNER NVF TIVITY STISFTORY TO ES RW HK M/M RNH MNGER HIEF ENG/RH ERTMENT THE NVY NVL FILITIES ENGINEERING OMMN NVL FILITIES ENGINEERING OMMN SW IVISION TE /E INFO 0% ESIGN EVELOMENT SUMITTL esigner uthor S OSTL IT NVL SE VENTUR OUNTY OINT MUGU, NVL SE VENTUR OUNTY OINT MUGU, E/ HNGR ITIONS N RENOVTIONS SYM ESRITION TE R SEL Michelson rive, Suite 00 Irvine, 9 (99) 00 FX (99) 0 hecker OVERLL SITE LN SLE: " = 0'0" EROJET NO.: FY0 9/8/0 0:8: M SITE LN (FOR REFERENE ONLY) SLE: N.T.S. " = 0'0" S.0 S.00 SLE: " = 0'0" 0 0' 0' 80' NORTH ONSTR. ONTR. NO. NVF RWING NO. S.00

7 9/8/0 0:8: M ' ' ' E E' E' G G' H ' " NOTES ' " 0' " 9" ' 0" 8' 0" ' " ' " ' " S9. S.0 WF SLE: /8" = '0". FOR GENERL NOTES, SEE S.0 SERIES. 0'. FOR IL ETIL, SEE S S9.0 TO S9.. WF S9. S.0 S.0 " ON SL " O/ E WY W/ " LEN SN OVER 0 MIL MOISTURE RRIER OVER " LEN GRVEL WF FOUNTION LN ' " S9. FOR MU WLL HSSXX/ WF. S WF S9. " SEISMI JOINT. S.0. SEE RHITETURL RWINGS FOR ONRETE SL ON GRE ELEVTIONS, ERESSIONS, SLOES, OENINGS, URS, RINS, TRENHES, S, SL EGE LOTIONS; OVERLL WLL IMENSIONS, N LOTION OENINGS NOT INITE ON STRUTURL RWINGS.. IES, ONUITS OR SLEEVES SHLL NOT E EMEE IN SRE FOOTINGS OR WITHIN THE TO OR OTTOM THIR ONTINOUS FOOTINGS UNLESS SEIFILLY ETILE IN STRUTURL RWINGS.. SEE S S9.09 TO S9. FOR INTERIOR METL STU WLL ONSTRUTION.. INITES STEEL EK IRETION. REFER TO ETIL /S9.0 FOR MORE INFORMTION.. S S INITES STEE FOOTING. REFER TO ETIL /S9.0 FOR MORE INFORMTION. S.0 S S.0 '0'' S9. S9. WF. S.0 S.0 IT WF S.0 S.0 HSSXX/ HSSXX/ S.0 HSSXX/ '0' 'THK FTG REINF. (E) MU WLL WITH (N) SHOTRETE (THKNESS T) ' ' ' E E' E' G G' 8. INITES 8" MU WLL, U.N.O. H EXTENT RO S9. WX WX WX WX WX WX WX WX WX SLE: /8" = '0" 9. FOR IL EM TO EM ONNETIONS, SEE ETILS ON ETIL /S FOR RO SLOES, REFER TO RH RWINGS. WX 0' X S9. WX WX S9. WX WX X WX WX WX WX HU O.WT.=00 LS WX WX WX X WX WX S.0 WX WX RO FRMING LN WX WX " SEISMI JOINT WX WX WX X WX WX WX X WX S.0 S.0 X X X X X X WX0 S.0 S.0 S.0 S.0 WX0 X WX0 S.0 WX S.0 URTIN WLL Y OTHERS HSSXX/ ONT WX WX URTIN WLL Y OTHERS X S.0 S.0 X HSSXX/ ELOW WX X X X WX S.0 S.0 S.0 WX WX ELEVTOR LNING SLE: /8" = '0" HSSXX/ ONT HSSXX/ ONT WX HSSXX/ ELOW WX ' E' E' HSSXX/ ONT HSSXX/ ELOW HSSXX/ ELOW ELEVTOR RO SLE: /8" = '0" MRK WLL FOOTING SHEULE S.0 S.0 ' ' ' E' E' S.0 S.0 IMENSION REINFOREMENT WITH ETH LONG SHORT WF '0" " WF. '" " " " " O/ 0% ESIGN EVELOMENT SUMITTL OTOER 0 NORTH V&Y roject No.: 90 ROVE FOR OMMNER NVF TIVITY STISFTORY TO ES RW HK M/M RNH MNGER HIEF ENG/RH ERTMENT THE NVY NVL FILITIES ENGINEERING OMMN NVL FILITIES ENGINEERING OMMN SW IVISION SLE: EROJET NO.: ONSTR. ONTR. NO. NVF RWING NO. OSTL IT NVL SE VENTUR OUNTY OINT MUGU, NVL SE VENTUR OUNTY OINT MUGU, TE esigner uthor S /E INFO 0% ESIGN EVELOMENT SUMITTL E/ HNGR ITIONS N RENOVTIONS FY0 SYM ESRITION TE R SEL Michelson rive, Suite 00 Irvine, 9 (99) 00 FX (99) 0 /8" = '0" S.0 hecker M ONTROLLE FILITY

8 9/8/0 0:8: M G G' H' J ' 0" ' " ' " " SEISMI JOINT " S.0 S9. 0' ' " 8' " ' " WF (E) WLL TO INFILL " ON SL " O/ E WY W/ " LEN SN OVER 0 MIL MOISTURE RRIER OVER " LEN GRVEL S9. 0' " SF. WF S9. (E) MU WLL FOUNTION LN SLE: /8" = '0" NOTES. FOR GENERL NOTES, SEE S.0 SERIES.. FOR IL ETIL, SEE S S9.0 TO S9... SEE RHITETURL RWINGS FOR ONRETE SL ON GRE ELEVTIONS, ERESSIONS, SLOES, OENINGS, URS, RINS, TRENHES, S, SL EGE LOTIONS; OVERLL WLL IMENSIONS, N LOTION OENINGS OT INITE ON STRUTURL RWINGS.. IES, ONUITS OR SLEEVES SHLL NOT E EMEE IN SRE FOOTINGS OR WITHIN THE TO OR OTTOM THIR ONTINOUS FOOTINGS UNLESS SEIFILLY ETILE IN STRUTURL RWINGS.. SEE S S9.09 TO S9. FOR INTERIOR METL STU WLL ONSTRUTION.. INITES STEEL EK IRETION. REFER TO ETIL /S9.0 FOR MORE INFORMTION.. S S INITES STEE FOOTING. REFER TO ETIL /S9.0 FOR MORE INFORMTION. S.0 WF S.0 S9. S.0 8. INITES 8" MU WLL, U.N.O. S.0 9. FOR IL EM TO EM ONNETIONS, SEE ETILS ON ETIL /S FOR RO SLOES, REFER TO RH RWINGS. " SEISMI JOINT. S9. S.0 0' ' X WX WX WX WX WX0 WX EXTENT RO WX WX WX WX WX X WX HSSXX/ ELOW WX S9. WX0 HU O.WT.=00 LS WX S.0 WX WX WX X WX WX WX WX WX WX WX WX WX RO FRMING LN SLE: /8" = '0" S.0 S9. MRK G G' H' J 0 ' ' 8' ' ' S.0 S.0 GRHI SLE: /8" = '0" WLL FOOTING SHEULE NORTH IMENSION REINFOREMENT WITH ETH LONG SHORT WF '0" " WF. '" " MRK SRE FOOTING " " " " O/ IMENSION REINFOREMENT WITH ETH LONG SHORT V&Y roject No.: 90 0% ESIGN EVELOMENT SUMITTL OTOER 0 SF. '" " " O/ ROVE FOR OMMNER NVF TIVITY STISFTORY TO ES RW HK M/M RNH MNGER HIEF ENG/RH ERTMENT THE NVY NVL FILITIES ENGINEERING OMMN NVL FILITIES ENGINEERING OMMN SW IVISION SLE: EROJET NO.: ONSTR. ONTR. NO. NVF RWING NO. OSTL IT NVL SE VENTUR OUNTY OINT MUGU, NVL SE VENTUR OUNTY OINT MUGU, TE esigner uthor S /E INFO 0% ESIGN EVELOMENT SUMITTL E/ HNGR ITIONS N RENOVTIONS FY0 SYM ESRITION TE R SEL Michelson rive, Suite 00 Irvine, 9 (99) 00 FX (99) 0 /8" = '0" S.0 hecker M ONTROLLE FILITY

9 9/8/0 0:8: M G G' H' J ' 0" ' " ' " " S.0 S9. ' ' ' 0" ' 9" (E) WLL TO INFILL 8' " WF (E) MU WLL S9. SF. " ON SL " O/ E WY W/ " LEN SN OVER 0 MIL MOISTURE RRIER OVER " LEN GRVEL S.0 (E) WLL TO INFILL FOUNTION LN SLE: /8" = '0" NOTES. FOR GENERL NOTES, SEE S.0 SERIES.. FOR IL ETIL, SEE S S9.0 TO S9... SEE RHITETURL RWINGS FOR ONRETE SL ON GRE ELEVTIONS, ERESSIONS, SLOES, OENINGS, URS, RINS, TRENHES, S, SL EGE LOTIONS; OVERLL WLL IMENSIONS, N LOTION OENINGS NOT INITE ON STRUTURL RWINGS.. IES, ONUITS OR SLEEVES SHLL NOT E EMEE IN SRE FOOTINGS OR WITHIN THE TO OR OTTOM THIR ONTINOUS FOOTINGS UNLESS SEIFILLY ETILE IN STRUTURL RWINGS.. SEE S S9.09 TO S9. FOR INTERIOR METL STU WLL ONSTRUTION.. INITES STEEL EK IRETION. REFER TO ETIL /S9.0 FOR MORE INFORMTION.. S S INITES STEE FOOTING. REFER TO ETIL /S9.0 FOR MORE INFORMTION. WF S9. S.0 8. INITES 8" MU WLL, U.N.O. ' 0" WF S.0 S.0 " SEISMI JOINT S9. 9. FOR IL EM TO EM ONNETIONS, SEE ETILS ON ETIL /S FOR RO SLOES, REFER TO RH RWINGS. G G' H' J S.0 S9. ' ' X WX WX WX WX WX0 HU O.WT.=00 LS WX WX WX WX WX WX0 X HSSXX/ ELOW WX S.0 WX WX0 WX EXTENT RO S9. WX WX WX WX WX WX WX WX WX WX WX WX RO FRMING LN SLE: /8" = '0" MRK X S.0 WLL FOOTING SHEULE S.0 S9. S.0 " SEISMI JOINT NORTH IMENSION REINFOREMENT WITH ETH LONG SHORT WF '0" " WF. '" '' MRK SRE FOOTING " " " " O/ IMENSION REINFOREMENT WITH ETH LONG SHORT V&Y roject No.: 90 0% ESIGN EVELOMENT SUMITTL OTOER 0 SF. '" " " O/ ROVE FOR OMMNER NVF TIVITY STISFTORY TO ES RW HK M/M RNH MNGER HIEF ENG/RH ERTMENT THE NVY NVL FILITIES ENGINEERING OMMN NVL FILITIES ENGINEERING OMMN SW IVISION SLE: EROJET NO.: ONSTR. ONTR. NO. NVF RWING NO. OSTL IT NVL SE VENTUR OUNTY OINT MUGU, NVL SE VENTUR OUNTY OINT MUGU, TE esigner uthor S /E INFO 0% ESIGN EVELOMENT SUMITTL E/ HNGR ITIONS N RENOVTIONS FY0 SYM ESRITION TE R SEL Michelson rive, Suite 00 Irvine, 9 (99) 00 FX (99) 0 /8" = '0" S.0 hecker M SEURE ONTROLLE FILITY