E. STRUCTURAL STEEL G. STRUCTURAL SPECIAL INSPECTIONS

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1 9 9. GENERL STRUTURL NOTES. ESIGN INFORMTION. OES a. ESIGN ONFORMS TO I 9 NEW JERSEY EITION. b. MERIN ONRETE INSTITUTE (I) - "UILING OE REQUIREMENTS FOR STRUTURL ONRETE" I - c. MERIN INSTITUTE OF STEEL ONSTRUTION (IS) - "SPEIFITIONS FOR STRUTURL STEEL UILING" IS 6-. d. MERIN SOIETY OF IVIL ENGINEERS (SE) - "MINIMUM ESIGN LOS FOR UILINGS N OTHER STRUTURES", SE 7-, e. MERIN WELING SOIETY (WS) - "STRUTURL WELING OE - STEEL", WS.-.. LOS a. FLOOR LIVE LO - FLOOR LIVE LO PSF - OLLTERL HUNG ROOF LO PSF b. MINIMUM ROOF LIVE LO PSF c. GROUN SNOW LO, Pg PSF - FLT ROOF SNOW LO, Pf 7. PSF - SNOW EPOSURE FTOR, e. - SNOW IMPORTNE FTOR, I. - THERML FTOR, t. d. WIN LOS - SI WIN SPEE, V - WIN IMPORTNE FTOR, I. - WIN EPOSURE TEGORY e. SEISMI LOS - I 9 - SEISMI OUPNY TEGORY II - SEISMI IMPORTNE FTOR, I. -. SE SPETRL RESPONSE, Ss. -. SE SPETRL RESPONSE, S.67 - SITE SOIL LSS - SITE OEFFIIENT SHORT PERIO, Fz. - SITE OEFFIIENT LONG PERIO, Fv. - Sms. - Sm.6 - Sds. - Sd.7 - SEISMI ESIGN TEGORY. EMOLITION. ONTRTOR SHLL VERIFY LL ONITIONS N IMENSIONS PRIOR TO STRTING EMOLITION.. ONTRTOR SHLL E RESPONSILE FOR ESIGN N INSTLLTION OF NY REQUIRE SHORING PRIOR TO EMOLITION.. INSTLLTION OF LL TEMPORRY UST PROOFING N ONTRTOR SHLL E RESPONSILE FOR ESIGN N WTERPROOFING REQUIRE TO PREVENT ERIS OR WTER FROM ENTERING OTHER RES OF THE STRUTURE WHIH RE NOT INLUE WITHIN THE WORK.. THE ONTRTOR SHLL OORINTE INSTLLTION OF THE TEMPORRY UST PROOFING N WTER PROOFING WITH THE OWNER.. MGE TO EISTING STRUTURE TO REMIN S RESULT OF OR SSOITE WITH THE EMOLITION SHLL E REPIRE OR REPLE T THE ONTRTORS EPENSE. 6. ONTRTOR SHLL PREVENT ERIS FROM ENTERING OTHER RES OF THE STRUTURE WHIH RE NOT INLUE WITHIN THE WORK. 7. LL MTERILS FROM EMOLITION SHLL E REMOVE FROM THE SITE N PROPERLY ISPOSE OF Y THE ONTRTOR.. THE ONTRTOR SHLL FIEL VERIFY LL STRUTURL ONITIONS, NEW N EISTING, N NOTIFY THE ENGINEER OF NY ISREPNIES. 9. THE ONTRTOR SHLL OORINTE LL EMOLITION WITH THE OWNER.. FOUNTIONS. FOUNTIONS HVE EEN PROPORTIONE FOR N LLOWLE NET ERING PRESSURE OF PSF IN ORNE WITH THE "REPORT OF GEOTEHNIL INVESTIGTION, PROPOSE UILING ITION, H MIROSYSTEMS", TE MY 9,, PREPRE Y ERTH ENGINEERING INORPORTE.. FROST EPTH = '-". KFILLING T FOUNTION WLLS SHLL E ONE IN SUH MNNER THT THE IFFERENE IN GRES ON EITHER SIE OF THE WLL SHLL NOT EEE FEET T NY STGE OF KFILLING UNTIL THE ONTRT GRES RE REHE.. HEVY EQUIPMENT SHLL NOT E PERMITTE LOSER THN FEET FROM NY FOUNTION WLL. IF ONTRTOR EEMS IT IS NEESSRY TO OPERTE SUH EQUIPMENT LOSER THN FEET, THE ONTRTOR SHLL E SOLELY RESPONSILE N, T HIS OWN EPENSE, PROVIE EQUTE SUPPORTS OF WLL RES TO WITHSTN THE ITIONL LOS SUPERIMPOSE FROM SUH EQUIPMENT.. VERIFY IMENSIONS N LOTIONS OF LL SLOTS, PIPE SLEEVES, ET. REQUIRE FOR WORK OF OTHER ISIPLINES. PROVIE WTERTIGHT SLEEVES T LL PIPE PENETRTIONS THROUGH FOUNTION WLL. 6. LL FOUNTIONS SHLL E POURE ON RY SOIL. LL EVTIONS SHLL E EQUTELY EWTERE PRIOR TO POURING OF ONRETE. 7. PROVIE OWELS IN FOUNTIONS FOR LL WLLS N OLUMNS OF SME NUMER N SIZE S THE VERTIL REINFORING OVE UNLESS NOTE.. ONTRTOR MUST E PROVIE WITH THE GEOTEHNIL REPORT S REFERENE IN ITEM #. 9. LL SOILS N FOUNTION WORK SHLL E PERFORME N ONSTRUTE IN STRIT ORNE WITH THE REFERENE GEOTEHNIL REPORT.. LL FOUNTIONS SHLL E PLE ON SUITLE ENSE NTURL SOILS.. THE ONTRTOR SHLL PROVIE UNERPINNING OR OTHER METHO TO SUPPORT THE SOILS ENETH THE EISTING FOUNTION OR NY STRUTURL ELEMENT URING ONSTRUTION. EMOLITION N FOUNTION EVTION TO PREVENT SETTLEMENT OF EISTING JENT STRUTURES. REQUIRE FOUNTION SUPPORT SHLL E OORINTE WITH THE GEOTEHNIL ENGINEER.. THE OTTOM OF THE NEW FOUNTIONS SHLL NOT ER ON OR E OVE THE IN-PLE FILL, EISTING SLS, FOUNTION ELEMENTS, PVEMENT OR UTILITIES.. ST-IN-PLE-ONRETE. MTERILS a. ONRETE, Y OMPRESSIVE STRENGTH (MIN) - f'c = PSI USE FOR FOUNTIONS N RETINING WLLS (IR ENTRINE) - f'c = PSI SL-ON-GRE - ETERIOR EPOSE ONRETE SHLL HVE ETWEEN TO 7% ENTRINE IR. b. REINFORING STEEL - R REINFORING STM 6 GRE 6 - R REINFORING (WELE) STM 7 GRE 6 - WELE WIRE REINFORING (WWR) STM 6 (FLT SHEET) ONRETE OVER FOR REINFORING RS SHLL E S FOLLOWS (UNLESS NOTE) - FOOTING N SLS ST GINST GROUN " - ONRETE TO E IN ONTT WITH GROUN OR WETHER: T RS GRETER THN # " T RS # OR LESS /" - ONRETE NOTE TO E EPOSE TO GROUN OR WETHER: EMS, GIRERS OR OLUMNS /" SLS N WLLS /" - PROVIE HIRS FOR SUPPORT OF LL REINFOREMENT. LIFTING OF RS OR MEH URING PLEMENT OF ONRETE IS NOT PERMITTE. - SEE THE ONRETE REINFORING EVELOPMENT LENGTH TLE, IN THE ON SHEET S-, FOR IMENSIONS "Ld" S NOTE ON RWINGS. - OWEL R SUSTITUTIONS SHLL E PERMITTE PROVIE THT MNUFTURER'S T SUPPORTS % OF THE FULL TENSION SPLIE VLUE.. ONRETE ONSTRUTION SHLL ONFORM TO "SPEIFITIONS FOR STRUTURL ONRETE", I -. SHOP RWINGS SHLL ONFORM TO I ETILING MNUL, I SP KEYS SHLL E " EEP " WIE, UNLESS NOTE.. PROVIE SUPPLEMENTRY REINFORING T LL SL-ON-GRE RE- ENTRNT ORNERS PER ETIL ON S-. 6. LOTIONS OF LL ONSTRUTION JOINTS NOT SHOWN ON RWINGS SHLL E SUMITTE TO ENGINEER FOR PPROVL PRIOR TO ETILING OF REINFORING. LL ONSTRUTION JOINTS SHLL E LERLY SHOWN IN RER ETIL RWINGS. ENGINEER MY REQUIRE ITIONL REINFORING T ONSTRUTION JOINTS. 7. HMFER LL EPOSE ONRETE UNLESS NOTE OTHERWISE.. PROVIE MIL VPOR RETRE UNER LL SLS ON GRE. REFER TO RHITETURL RWINGS N SHEET S- FOR MORE ETILS. E. STRUTURL STEEL. STM MTERILS a. STRUTURL STEEL STM 99, GRE UNLESS NOTE b. NGLES, HNNELS N MISELLNEOUS STEEL STM 6 c. NHOR ROS STM F, GRE 6 d. HIGH STRENGTH OLTS STM (/"Ø) UNLESS NOTE (OF NORTH MERIN MNUFTURER) e. WELING ELETROES WS. (E7) f. PIPE STM, GRE g. SQURE N RETNGULR HOLLOW STRUTURL SETIONS (HSS) STM, GRE h. SE PLTES GROUT (FLOWLE) 6, PSI i. PLTES STM 6 OR STM 7, GRE WHERE INITE. STEEL ONSTRUTION SHLL ONFORM TO "SPEIFITIONS FOR STRUTURL STEEL FOR UILINGS" IS 6-.. WELING SHLL ONFORM TO "STRUTURL WELING OE" WS... ONNETIONS NOT SHOWN ON THE RWINGS SHLL E ESIGNE Y THE STEEL FRITOR. ONNETIONS SHLL E ESIGNE IN ORNE WITH IS "SPEIFITIONS FOR STRUTURL JOINTS USING STM OR 9 OLTS" N IS "OE OF STNR PRTIES FOR STEEL UILINGS N RIGES". LL OLTE ONNETIONS SHLL HVE MINIMUM OF OLTS. MINIMUM OLT SIZE SHLL E /"Ø N MINIMUM WEL SIZE SHLL E /. WT RING ONNETIONS SHLL HVE MINIMUM OF OLTS. LL WELING SHLL ONFORM TO THE LTEST EITION OF WS... LL LIP NGLE ONNETION MTERILS SHLL E / THIK MINIMUM. PROVIE / STIFFENER PLTES LOLLY T LL HNGERS N POSTS. SHER TS SHLL E / THIK MINIMUM. 6. LL SHER ONNETIONS SHLL E ESIGNE Y THE STEEL FRITOR FOR LOS SHOWN ON PLNS UNLESS OTHERWISE INITE. SHER TS RE REQUIRE T ESIGNTE EM EN ONNETIONS NOTE ON PLNS N T LL FR MOMENT ONNETIONS. 7. PROVIE /"Ø STM FSTENERS T LL SHER T ONNETIONS.. LL LOS SHOWN ON THE PLNS RE SERVIE LOS IN KIPS. WHERE NO LOS RE SHOWN, ONNETIONS SHLL E ESIGNE FOR MINIMUM SHER OF KIPS N MINIMUM TENSION OF KIPS. 9. STEEL EPOSE TO ETERIOR ENVIRONMENT SHLL E HOT-IPPE GLVNIZE.. SHOP ONNETIONS MY E OLTE OR WELE. E. STRUTURL STEEL (ONT). PROVIE STIFFENER PLTES ON OTH SIES OF THE WE OF EMS SUPPORTING OLUMNS OR RUNNING OVER THE TOPS OF OLUMNS., EMS SUPPORTING STIR STRUTS N STIR HNGERS, ET. MINIMUM STIFFENER PLTE THIKNESS SHLL E /, FLNGE THIKNESS OF OLUMN OVE OR ELOW EM, OR EM WE THIKNESS, WHIHEVER IS GRETER.. SPNREL NGLE T PERIMETER EGE OF FLOOR SL/ROOF SHLL E JUSTLE. SHIP NGLES LOOSE N SET WITH STRING LINE IN FIEL FOR VERTIL N HORIZONTL LIGNMENT FTER STEEL IS FULLY ERETE TO MIMUM TOLERNE OF /" HORIZONTL PER Y/PER FLOOR. NGLE SHLL E INSTLLE IN ONE LENGTH PER Y. SEE TYPIL ETILS.. STRUTURL STEEL ONTRTOR SHLL PROVIE LL TEMPORRY RING OF THE STEEL FRME REQUIRE TO MINTIN PLUMNESS N STILITY URING ONSTRUTION.. LL MOMENT ONNETIONS SHLL E ESIGNE FOR THE FULL MOMENT PITY OF THE MEMER UNLESS OTHERWISE NOTE.. PROVIE N SET LL NGLES SUPPORTING MSONRY S SHOWN ON RHITETURL N/OR STRUTURL RWINGS. NGLES NOT INITE S ONTINUOUS WHIH SUPPORT MSONRY SHLL E /" SHORTER THN MSONRY OPENING. 6. SEE RHITETURL RWINGS FOR LOOSE LINTELS OVER OPENINGS IN ETERIOR OR INTERIOR MSONRY WLLS, INLUING OOR OPENINGS. 7. LL LINTELS N SHELF NGLES WITHIN ETERIOR WLLS SHLL E HOT-IPPE GLVNIZE F. MISELLNEOUS. IMENSIONS OF EQUIPMENT OPENINGS, SUPPORTS, PS, SL EPRESSIONS, FOUNTIONS N NHORGE HVE EEN ETERMINE USING SPEIFI MNUFTURER'S EQUIPMENT. FINL IMENSIONS SHLL E VERIFIE WITH THE TUL EQUIPMENT PURHSE. IMENSIONS SHLL E HNGE ONLY WITH PPROVL OF THE ENGINEER.. SEE RHITETURL, MEHNIL, PLUMING N ELETRIL SHEETS FOR ITIONL OPENINGS, SLEEVES, EMEE ITEMS, UNERGROUN PIPING, N ELETRIL GROUNING NOT SHOWN ON STRUTURL SHEETS.. ONTRTOR SHLL VERIFY LL IMENSIONS, ELEVTIONS N EISTING ONITIONS PRIOR TO PROEEING WITH WORK. VRITIONS ETWEEN SHEET N TUL EISTING ONITIONS SHLL E ROUGHT TO THE TTENTION OF THE ENGINEER PRIOR TO PROEEING WITH THE WORK.. OORINTE FINL IMENSIONS OF UT OPENINGS, SL EPRESSIONS, N EQUIPMENT SUPPORTS WITH THE PPROPRITE ONTRTOR. IMENSIONS WHERE SHOWN ON ONTRT OUMENTS SHLL E HNGE ONLY WITH THE PPROVL OF THE ENGINEER.. SEE OTHER ISIPLINE RWINGS FOR LOTION OF URS, ONRETE PS, FLOOR EPRESSIONS, ROOF N FLOOR RINS. 6. VERIFY FRMING FOR SUPPORT OF MEHNIL EQUIPMENT N NY MEHNIL OPENINGS WITH MEHNIL TRES PRIOR TO SUMISSION OF SHOP RWINGS. 7. NOTES, TYPIL ETILS, N SHEULES PPLY TO LL STRUTURL WORK UNLESS NOTE OTHERWISE. FOR ONITIONS NOT SPEIFILLY SHOWN, PROVIE ETILS OF SIMILR NTURE. VERIFY PPLIILITY Y SUMITTING SHOP RWINGS FOR REVIEW.. STRUTURL RWINGS SHLL E USE IN ONJUNTION WITH OTHER ISIPLINES RWINGS. IF THERE IS ISREPNY ETWEEN RWINGS IT IS ONTRTORS RESPONSIILITY TO NOTIFY THE ENGINEER PRIOR TO PERFORMING WORK. 9. SEE OTHER ISIPLINES RWINGS N SPEIFITIONS FOR WTERPROOFING / MPPROOFING N FIREPROOFING ETILS N REQUIREMENTS.. PLE ONUITS SHOWN ON OTHER ISIPLINE RWINGS OVE OR ELOW ONRETE ON METL EK FLOORS WHENEVER POSSILE. SUMIT ONUIT LYOUTS FOR ONUITS PLE IN ONRETE ON METL EK FLOORS TO THE ENGINEER FOR REVIEW PRIOR TO INSTLLTION.. THIS STRUTURE HS EEN ESIGNE TO E SELF-SUPPORTE N STLE FTER THE ONSTRUTION OF THE UILING HS EEN OMPLETE. THE STILITY OF THE STRUTURE PRIOR TO OMPLETION IS SOLELY THE RESPONSIILITY OF THE ONTRTOR. THIS RESPONSIILITY INLUES LL RELTE SPETS OF ONSTRUTION TIVITY INLUING, UT NOT LIMITE TO, ERETION METHOS, ERETION SEQUENE, TEMPORRY RING, FORMS, SHORING, USE OF EQUIPMENT N SIMILR ONSTRUTION PROEURES. G. STRUTURL SPEIL INSPETIONS. IN ORNE WITH SETION 7 OF THE INTERNTIONL UILING OE, N LL PPLILE STTE N LOL REQUIREMENTS, N INEPENENT PPROVE GENY SHLL MKE PERIOI N/OR ONTINUOUS INSPETIONS OF THE ONSTRUTION PROGRESS IN ORNE WITH THE FOLLOWING REQUIREMENTS: STEEL ONSTRUTION SETION 7., TLE 7. ONRETE ONSTRUTION SETION 7., TLE 7. SOILS SETION 7.7, TLE 7.7 H. METL UILING SYSTEMS. THE METL UILING MNUFTURER SHLL E THE ENGINEER-OF- REOR OF THE SUPERSTRUTURE N E RESPONSILE FOR ITS ESIGN. THE METL UILING MNUFTURER SHLL PROVIE THE OMPLETE SUPERSTRUTURE UILING ENVELOPE, INLUING UT NOT LIMITE TO NHOR RO IMETER, ONFIGURTION N STEEL GRE, GIRTS, RNE SUPPORTS, N OTHER MISELLNEOUS STRUTURL STEEL RELTE TO THE UILING SUPERSTRUTURE. STV, IN. IS RESPONSILE ONLY FOR THE STRUTURL ESIGN OF THE FOUNTIONS N EMEMENT LENGTHS OF THE NHOR ROS.. THE ONTRTOR IS TO REFER TO THE METL UILING MNUFTURER'S OUMENTS FOR FRMING OF THE SUPERSTRUTURE N INSTLLTION OF THE NHOR ROS.. THE FOUNTIONS, INLUING WLLS, PIERS, FOOTINGS, GRE EMS, PILE PS, ET., SHLL NOT E PLE UNTIL THE FINL ESIGN LOS N NHOR RO SIZES N LYOUT HVE EEN SUMITTE ON SHOP RWINGS N HVE EEN REVIEWE Y STV, IN.. THE METL UILING MNUFTURER SHLL SUMIT LL SUPERSTRUTURE OUMENTS N LULTIONS NEESSRY TO OTIN UILING PERMITS. THESE OUMENTS SHLL E SELE Y THE QULIFIE REGISTERE PROFESSIONL ENGINEER RESPONSILE FOR THE SUPERSTRUTURE ESIGN.. THE METL UILING MNUFTURER SHLL PROVIE SUMITTL ONTINING FINL FOUNTION RETIONS, UTILIZING OE REQUIRE LO OMINTIONS, N FINL ERETION N NHOR RO LYOUT N ETIL RWINGS WHIH SHOW THE LOTIONS OF WHERE THE FOUNTION RETIONS RE GIVEN. THIS SUMITTL SHLL E SIGNE N SELE Y REGISTERE PROFESSIONL ENGINEER, LIENSE IN THE STTE WHERE THE PROJET IS LOTE, RESPONSILE FOR THE SUPERSTRUTURE ESIGN. I. POST INSTLLE NHORS. PROVIE OUMENTTION INITING THT LL POST INSTLLE NHORS (EPOY HESIVE N MEHNIL/EPNSION) HVE EEN ESIGNE, N INSTLLE IN ORNE WITH THE MNUFTURER'S REOMMENTIONS. IN ITION TO THE MNUFTURER'S PROUT ESIGN INFORMTION, PROVIE THE I-EVLUTION SERVIE REPORTS SHOWING OMPLINE WITH THE PPLILE UILING OES LISTE IN SETION OF THESE GENERL NOTES (. ESIGN INFORMTION). SUMIT LULTIONS PREPRE Y REGISTERE PROFESSIONL ENGINEER INITING THE REQUIRE IMETER, EMEMENT EPTH, N PITY OF EH NHOR OR NHOR GROUP IF NOT PROVIE ON THE RWING. NHOR RETIONS FOR EQUIPMENT SHLL E PROVIE Y THE EQUIPMENT SUPPLIER. SIGNE N SELE LULTIONS SHLL E SUMITTE S PRT OF THE SHOP RWING PROESS.. OWEL RS SHLL E EMEE TO EVELOP THE YIEL STRENGTH OF THE R.. LL NHORS SHLL SSUME THE RKE ONRETE ESIGN ONITION, UNLESS NOTE OTHERWISE.. LL NHORS SHLL E INSTLLE IN ORNE WITH THE MNUFTURER'S PRINTE INSTLLTION INSTRUTIONS. 6. RRNGE FOR THE NHOR MNUFTURER'S REPRESENTTIVE TO PROVIE ON-SITE INSTLLTION TRINING FOR LL POST-INSTLLE NHORS. SUMIT TO THE OWNER OUMENTTION ONFIRMING THT LL OF THE INSTLLING PERSONNEL HVE EEN TRINE PRIOR TO OMMENEMENT OF INSTLLING NHORS. 7. NHOR PITY IS EPENENT UPON SPING ETWEEN JENT NHORS N PROIMITY OF NHORS TO THE EGE OF ONRETE OR MSONRY. INSTLL NHORS IN ORNE WITH THE MNUFTURER'S SPING N EGE LERNE RESTRITIONS.. LOTE Y NON-EVSIVE MENS, N VOI LL EISTING REINFOREMENT PRIOR TO THE INSTLLTION OF NHORS. IF THE EISTING REINFORING LYOUT PROHIITS THE INSTLLTION OF NHORS S INITE IN THE RWINGS, IMMEITELY NOTIFY THE ONTRTING OFFIER. EM SIZE TEHNIL TERMS REVITION TERM TO NJ ONN ORP WL EM EO ES G GR HPT HSS JT NI PP PL PMF PROJ SP STL V WWR Wx F LEGEN Wx () K TO K ONTRTION JOINT ONNETION ORPORTION OWEL EMEMENT EGE OF EK EH SIE GGE, GUGE GUR RIL HIGH POINT HOLLOW STRUTURL SETION ISOLTION JOINT JOINT NOT IN ONTRT PREST HOLLOW ORE PLNK PLTE PREMOLE FILLER PROJETION SPES STEEL NEW WORK EISTING TO REMIN EISTING TO E EMOLISHE SLNTE TET INITES EISTING STRUTURES N/OR FETURES GURRIL N TOE PLTE GURRIL TOE PLTE EM ESIGNTION (FRMING PLNS) () FLOOR RIN P- VERTIL RE TOP OF STEEL ELEVTION WELE WIRE REINFORING SHER LO IN KIPS INITES VERTIL OLUMN RING OVE N/OR ELOW TOP OF FOOTING ELEVTION PIER MRK Skanska US uilding East Township Line Road, Suite lue ell, P 9 t f SUONSULTNTS PROJET IENTIFITION PROJET NO.: ESIGNE Y: RWN Y: HEKE Y: PPROVE Y: OPYRIGHT: STV rchitects, Inc. West Welsh rive ouglassville, P 9 t 6.. f 6.. SELS ITION N RENOVTIONS PRLIN, NEW JERSEY /7/ PERMIT RWINGS J 6// STRUTURL ISSUE FOR J ONSTRUTION MRK TE ESRIPTION Y ISSUE LOK STV RHITETS, IN. K. RRON J. RILLO ROTHENERGER GENERL STRUTURL NOTES N LEGEN S- 7 // 7:6: M :\Users\weimarrj\ocuments\7_S-_weimarrj.rvt

2 9 9. STTEMENT OF SPEIL INSPETIONS. SPEIL INSPETIONS SHLL E PROVIE Y THE OWNER ORING TO I 9 NEW JERSEY EITION, HPTER 7. THE NMES N REENTILS OF THE SPEIL INSPETORS TO E USE SHLL E SUMITTE TO THE ENGINEER OF REOR FOR PPROVL.. SPEIL INSPETION REPORTS SHLL E PROVIE TO THE ENGINEER OF REOR N ONTRTOR.. OFF-SITE FRITION WHERE FRITION OF STRUTURL LO ERING MEMERS N SSEMLIES IS EING PERFORME ON THE PREMISES OF FRITOR'S SHOP, SPEIL INSPETION OF THE FRITE ITEMS SHLL E IN ORNE WITH I 9 NEW JERSEY EITION, SETION 7... THIS SHLL INLUE STRUTURL STEEL FRITION, PREST ONRETE, OL FORME STEEL TRUSSES N OPEN WE STEEL JOISTS. Skanska US uilding East Township Line Road, Suite lue ell, P 9 t f SUONSULTNTS I TLE 7. REQUIRE VERIFITION N INSPETION OF STEEL ONSTRUTION I TLE 7. REQUIRE VERIFITION N INSPETION OF ONRETE ONSTRUTION 6 MNUFTURER'S ERTIFIE TEST REPORTS MTERIL VERIFITION OF WEL FILLER MTERILS: IENTIFITION MRKINGS TO ONFORM TO WS SPEIFITIONS IN THE PPROVE ONSTRUTION OUMENTS MNUFTURER'S ERTIFITE OF OMPLINE REQUIRE INSPETION OF WELING: STRUTURL STEEL N OL FORME STEEL EK ) OMPLETE N PRTIL JOINT PENETRTION GROOVE WELS ) MULTIPSS FILLET WELS ) SINGLE-PSS FILLET WELS > / ) PLUG N SLOT WELS ) SINGLE-PSS FILLET WELS < / 6) FLOOR N ROOF EK WELS INSPETION OF STEEL FRME JOINT ETILS FOR OMPLINE WITH PPROVE ONSTRUTION OUMENTS VERIFITION N INSPETION MTERIL VERIFITIONS OF HIGH-STRENGTH OLTS, NUTS N WSHERS IENTIFITION MRKINGS TO ONFORM TO STM STNRS SPEIFIE IN THE PPROVE ONSTRUTION OUMENTS MNUFTURER'S ERTIFITE OF OMPLINE REQUIRE INSPETION OF HIGH-STRENGTH OLTING SNUG-TIGHT JOINTS PRETENSIONE N SLIP RITIL JOINTS USING TURN-OF-NUT WITH MTHMRKING, TWIST-OFF OLT OR IRET TENSION INITOR METHOS OF INSTLLTION PRETENSIONE N SLIP RITIL JOINTS USING TURN-OF-NUT WITHOUT MTHMRKING, TWIST- OFF OLT OR LIRTE WRENH METHOS OF INSTLLTION MTERIL VERIFITION OF STRUTURL STEEL N OL FORME STEEL EK FOR STRUTURL STEEL, IENTIFITION MRKINGS TO ONFORM TO IS 6 FOR OTHER STEEL, IENTIFITION MRKINGS TO ONFORM TO STM STNRS SPEIFIE IN THE PPROVE ONSTRUTION OUMENTS ETILS SUH S RING N STIFFENING MEMER LOTIONS PPLITION OF JOINT ETILS T EH ONNETION ONTINUOUS PERIOI REFERENE STNR PPLILE STM MTERIL SPEIFITIONS; IS 6, SETION. IS 6, SETION M. IS 6, SETION M. PPLILE STM MTERIL STNRS IS 6, SETION. N PPLILE SW OUMENTS WS. WS. I REFERENE VERIFITION N INSPETION INSPETION OF REINFORING STEEL N PLEMENT INSPETION OF OLTS TO E INSTLLE IN ONRETE PRIOR TO N URING PLEMENT OF ONRETE WHERE LLOWLE LOS HVE EEN INRESE INSPETION OF NHORS INSTLLE IN HRENE ONRETE VERIFYING USE OF REQUIRE ESIGN MI T THE TIME FRESH ONRETE IS SMPLE TO FRITE SPEIMEN FOR STRENGTH TESTS, PERFORM SLUMP N IR ONTENT TESTS, N ETERMINE THE TEMPERTURE OF THE ONRETE INSPETION OF ONRETE PLEMENT FOR PROPER PPLITION TEHNIQUES INSPETION FOR MINTENNE OF SPEIFIE URING TEMPERTURE N TEHNIQUES INSPETION FORM WORK FOR SHPE, LOTION N IMENSIONS OF THE ONRETE MEMER EING FORME INSPET PRESTRESSE ONRETE: a. PPLITION OF PRESTRESSING FORES b. GROUTING OF ONE PRESTRESSING TENONS IN THE SEISMI-FORE-RESTRINT SYSTEM ERETION OF PREST ONRETE MEMERS VERIFITION N INSPETION VERIFY MTERILS ELOW FOOTINGS RE EQUTE TO HIEVE THE ESIGN ERING PITY VERIFY EVTIONS RE ETENE TO PROPER EPTH N HVE REHE PROPER MTERIL PERFORM LSSIFITION N TESTING OF ONTROLLE FILL MTERILS VERIFY USE OF PROPER MTERILS, ENSITIES N LIFT THIKNESSES URING PLEMENT N OMPTION OF OMPTE KFILL PRIOR TO PLEMENT OF ONTROLLE FILL, OSERVE SUGRE N VERIFY THT SITE HS EEN PREPRE ONTINUOUS I TLE 7.7 PERIOI REQUIRE VERIFITION N INSPETION OF SOILS ONTINUOUS PERIOI REFERENE STNR I :., I..,.. I :..6,..,, I : H,. -. STM 7, STM, I :.6,. I :.9,. I :. -. I : 6. I :. I :.. I : 6 REFERENE STNR I REFERENE 9. 9., , 9., , 9.7, I REFERENE R SIZE ONRETE REINFORING EVELOPMENT LENGTH (Ld) EMS OLUMNS R SIZE OTTOM RS OTHER RS R SIZE L f'c ksi ksi ksi ksi ksi ksi f'c ksi ksi ksi # # 7 # # 9 7 # 6 # #6 9 6 #6 9 6 # #7 9 # # # #9 6 # # 7 6 # # f'c # # # #6 #7 # #9 # # NOTES: SLS/MTS THIKNESS GRETER THN " LL RS OT. RS LL RS ksi ksi ksi ksi ksi ksi ksi ksi ksi TLE OVE LIST VLUES OF "Ld" IN INHES. R SIZE f'c # # # #6 #7 # #9 # #. MULTIPLITION FTORS FOR HIGHER STRENGTH ONRETE: f'c = 6 KSI L =.9 x KSI TLE VLUE f'c = KSI L =.79 x KSI TLE VLUE f'c = KSI L =.7 x KSI TLE VLUE f'c = KSI L =.6 x KSI TLE VLUE. LL LP SPLIES SHLL E. Ld UNLESS NOTE OTHERWISE ON THE RWINGS.. FOR LIGHTWEIGHT GGREGTE ONRETE, MULTIPLY THE TULTE VLUES Y.. FOR EPOY-OTE RS, MULTIPLY THE TULTE VLUE Y.. 6. OMINTIONS OF EFFETS UE TO THE ONRETE STRENGTH, WEIGHT, N EPOY RS RE UMULTIVE. Ld SHLL E MULTIPLIE Y EH FTOR TO OTIN THE ORRET VLUE. TLE SSUMPTIONS:. MINIMUM LER OVER S LISTE IN THE GENERL NOTES.. MINIMUM LER SPING OF " ETWEEN RS.. fy=6 ksi. NORML WEIGHT ONRETE.. FOR WLLS: SE = LER SPING db N LER OVER db SE = OTHER THN SE VERTIL RS WLLS HORIZONTL RS SE SE SE SE ksi ksi ksi ksi ksi ksi ksi ksi ksi ksi ksi ksi STV rchitects, Inc. West Welsh rive ouglassville, P 9 t 6.. f 6.. SELS PROJET IENTIFITION ITION N RENOVTIONS PRLIN, NEW JERSEY /7/ PERMIT RWINGS J 6// STRUTURL ISSUE FOR J ONSTRUTION MRK TE ESRIPTION Y PROJET NO.: ESIGNE Y: RWN Y: HEKE Y: PPROVE Y: OPYRIGHT: ISSUE LOK STV RHITETS, IN. K. RRON J. RILLO ROTHENERGER STRUTURL SPEIL INSPETINS S- 7 // 7:6: M :\Users\weimarrj\ocuments\7_S-_weimarrj.rvt

3 9 9. ' - ". ' - /" 9' - " 9" GENERL SHEET NOTES SHEET NOTES. FOR GENERL STRUTURL NOTES N LEGEN, SEE SHEET S-. Skanska US uilding. FOR FOOTING SHEULE N ETILS, SEE SHEET S-.. FOR PIER ETILS SEE SHEET S-.. FOR TYPIL ETILS SEE SHEET S-.. STEPPER SUPPORT TO E STIS Y OWNER. ESIGNE N SUPPLIE Y OWNER East Township Line Road, Suite lue ell, P 9 t f SUONSULTNTS T/EIST EPRESSE RE EL 96'- STV rchitects, Inc. West Welsh rive ouglassville, P 9 t 6.. f 6.. EIST STEPPER P 9' - " 6' - " ' - " ' - 9" 9' - " 9' - " I RILLE PIER GUY WIRE NHOR (TYP PL) EIST P EIST '-" SQ FTG W/ '-x'-" PIER I RILLE PIER (TYP 6 PL) EQPT P P ' - 9" ' - / ( 96' - " ) /". " ON SL-ON-GRE W/ #@ EW ' - 6 SLOPE FOOTING P P P ' - " POST ' - " ('- THIK SL) ON SL-ON-GRE W/ #@ EW (T & ) SEE NOTE () /"Ø SH PIPE POST UP TO EL 9'-9 /" ' - 9 /" ' - /" ( 96' - " ) T/EIST FTG EL 97'-" 9 S- TYP S- T P 9' - " 6' - " ( 96' - " ) ' - EIST '-" SQ FTG W/ '-x'-" PIER 7 POST POST POST ' - 9" ' - 9" SLOPE FOOTING ( 97' - " ) ' - /" EIST " MU FN WLL UNEVTE PIPE SLEEVE W/ LINK SEL SEE PLUM SHT FOR LOTION P S- POST TYP T P STEPPE FOOTING ' - " ' - 7 /".6. FOUNTION N RWL SPE PLN / = '-" ' ' 6' - TOP OF EIST GROUN FLOOR SL EL '-" (TUM) - TOP OF NEW RWL SPE SL-ON-GRE EL 96'- - TOP OF PIER ELEVTION '-" UNLESS NOTE. P P ' - 6 /" S-. ( 97' - " ) EIST 6'-" SQ FTG W/ '- SQ PIER SEE PIPE PENETRTION T WLL FTG ETIL ON S- P SLOPE FOOTING ' - " S- PIER & FTG PIER & FTG TYP T P PIER & FTG ' - 6' - /" 6' - 7 /" /" NEW ITION 9. KEYPLN SLE: NONE PROJET IENTIFITION PROJET NO.: ESIGNE Y: RWN Y: HEKE Y: PPROVE Y: OPYRIGHT: SELS ITION N RENOVTIONS PRLIN, NEW JERSEY /7/ PERMIT RWINGS J 6// STRUTURL ISSUE FOR J ONSTRUTION MRK TE ESRIPTION Y ISSUE LOK STV RHITETS, IN. K. RRON J. RILLO ROTHENERGER FOUNTION N RWL SPE PLN 7 // 7:6: M :\Users\weimarrj\ocuments\7_S-_weimarrj.rvt

4 9 9. ' - ". ' - /" 9' - " (6) EIST I ON PIERS EIST HV SUPPORT STL 9" GENERL SHEET NOTES SHEET NOTES. FOR GENERL STRUTURL NOTES N LEGEN, SEE SHEET S-.. OORINTE LOTION N ETENTS OF Lx's WITH ESS OOR ON RHITETURL SHEETS.. OORINTE HSE SIZE N LOTION WITH RHITETURL SHEETS. FINL LOTION OF THE ULTRTEH STEPPER N ITS STIS VIRTION ISOLTION SUPPORT FRME SHLL E PROVIE Y THE OWNER N OORINTE Y THE ESIGN UIL ONTRTOR WITH THE STRUTURL STEEL N RISE ESS FLOOR RWINGS. URRENTLY THE STEPPER MHINE REFERENE TUM EFINES THE ORNER OF THE OPENING FOR THE PROPOSE LYOUT. Skanska US uilding East Township Line Road, Suite lue ell, P 9 t f SUONSULTNTS EIST OOR P EIST EPRESSE RE. /" LW ONRETE ON /" METL FORM EK WITH FLOOR RIN. (TOTL THIKNESS = /") TOP OF SL EL 99'-9 /". OORINTE WITH SHOWER LOTION SHOWN ON THE RHITETURL N PLUMING SHEETS. 6. PRE-ENGINEERE UILING SHLL E ESIGNE N SUPPLIE Y OTHERS. 7. STRUTURL STEEL FLOOR SUPPORT SHLL E OORINTE WITH RISE ESS FLOOR SUPPORTS STV rchitects, Inc. West Welsh rive ouglassville, P 9 t 6.. f 6... OORINTE WITH SHOWER LOTION SHOWN ON THE RHITETURL N PLUMING SHEETS. 9' - " 6' - " 9' - " ' - " 9' - " 9' - " ' - " ' - " () I RILLE PIER GUY WIRE NHOR W/ " EYE OLT W/ WSHER & L NUTS (T/PIER EL '-) FOR REINF SEE RILLE PIER SET SHT S-. FOR EMEMENT SIMILR TO SETION /S- EQUIP P 6' - 9" S- TYP ' - " +/- EM POKET (TYP 7 PL) SEE ET ON S- EQUIP P ' - 9" ' - " ' - / ' - 7 /" ' - / ' - " (TYP) (SIM). ' - / +/- /" EIST EQUIP P I RILLE PIER (TYP 6 PL) T/PIER EL '-" 6 S- x SEE NOTE ONT Lx ' - " ONT L6x x 7' - " 6' - / ' - 9 /" EIST MU WLL Lx SEE NOTE 7' - /" SEE NOTE ' - /" 9 9' - 9 /" 6' - " ' - 9 9/ SL 7 " ON WLL TOP OF WLL EL '-" (TYP) ' - " STEPPER SPRT FRME (Y OTHERS) '-" (TYP UN) ' - (TYP) STEPPER MHINE REF TUM. SEE NOTE ' - " 6' - ' - /" (TYP UN) ' - 6 /" ' - / L # TOP (TYP) NJ (TYP) NJ (TYP) ' - 7 /" ' - " ' - 7 /".6. FIRST FLOOR & GRE SL PLN / = '-" 7/ ' ' 6' - TOP OF EIST GROUN FLOOR SL EL '-" (TUM) - TOP OF SL-ON-GRE EL '-" - INITES x TOP OF STEEL EL '- /" ' - /" S-. FE OF EIST MU FN WLL N SL /" EPRESSE SL W/ F. SEE NOTE SL ON GRE W/ #@ EW ENTERE, TOP OF SL EL '-" SEE ETIL ON S PRE-ENGINEERE UILING OL (TYP) SEE NOTE 6 /" 6' - /" 6' - /" NEW ITION 9. KEYPLN SLE: NONE PROJET IENTIFITION PROJET NO.: ESIGNE Y: RWN Y: HEKE Y: PPROVE Y: OPYRIGHT: SELS ITION N RENOVTIONS PRLIN, NEW JERSEY /7/ PERMIT RWINGS J 6// STRUTURL ISSUE FOR J ONSTRUTION MRK TE ESRIPTION Y ISSUE LOK STV RHITETS, IN. K. RRON J. RILLO ROTHENERGER FIRST FLOOR & GRE SL PLN S- 7 // 7:6: M :\Users\weimarrj\ocuments\7_S-_weimarrj.rvt

5 9 9. ' - FIN GRE #@ EW EF ON. #@ EW (T& ) ' - " SETION S- FIN GRE /" = '-" Lxx/ w/ /"Ø HILTI KWIK OLT " O ( /" EM) #@ EW EF T/STL EL ' - " ' - " T/SL EL 96' - ' - OOR IMENSION WITH OWNER SUPPLIE PLTFORM FOR SL REINF SEE PLN ' - ' - ON #@ EW (T & ) /" GP PER ULTRTEH INSTLLTION GUIELINES (TYP LL ROUN) ' ' ' T/SL EL ' - " T/FTG EL 97' - " EIST GRE LER ROOM WLL SEE RH SHT RISE FLR SEE RH SHT SEE ET /S- FOR SL REINF SEE PLN VRIES #@ #@ EW EF /" ' - " ON #@ EW (T & ). ' - " T/FLR EL ' - " ' - " T/SL EL 96' - STEPPER SUPPORT TO E STIS (Y OWNER) EM POKET x" Wx'- /" P ERING PL /xx'-9" W/ () /"I x " STU NHORS SETION /" = '-" " #@ EW ENTERE FOR SL REINF SEE PLN (TYP) (6) # T& RISE FLR SEE RH SHT " ' - " ' - FOR SL REINF SEE PLN ' ' ' SE PL P- ' - " 6 SETION SETION /" = '-" S- /" = '-" ' ' ' OORINTE LOTION N ETENTS OF Lx's WITH ESS OOR ON RHITETURL SHEETS. 9 SETION /" = '-" S- S- ' ' ' T/FLR EL ' - " T/SL EL 96' - #@ T& ' - " PL /x /x'-" W/ () /"I OLTS ON /" G /" Ø SH PIPE POST ' ' ' RISE FLR SEE RH SHT T/ FLR EL ' - " ' - " T/ SL EL 96' - RISE FLR SEE RH SHT ' - " T/SL EL 96' - VRIES ERING PL /xx'-9" w/ () /"Øx" STU NHORS TOP OF EM SHELF EL 9'-9/" RISE FLR SEE RH SHT FOR SL REINF SEE PLN FOR SL REINF SEE PLN ' - (TYP) #@ EW (T & ) T/FTG EL 96' - " ' - /" #@ EW EF ' - ' - " T/SL EL ' - " ' - /" LW ON ON /" METL FORM EK (TOTL THIKNESS = ) w/ WWR 6x6-W.9xW.9 (TYP) L6xx/ LLV /" I PIPE POST SE PL P- FOR SL REINF SEE PLN THIKENE SL EYON " ' - " SETION S- ' - 9 9/ x x SL (FS) 6 / " SLOPE FOOTING ' - " ON (TYP) EIST " MU FN WLL EIST ON FTG FOR SL REINF SEE PLN 6/ EIST FLR SL ' - ' - ' - T/SL EL ' - " ' - " (+/-) SLOPE FOOTING Lxx/ ONT w/ /"Ø HILTI KWIK OLT " O ( /" EM) (TYP SIES) O NOT UNERMINE EISTING FOOTING T/EIST FTG 97' - " ' - T/FTG EL 97' - " EIST " MU WLL ' - EIST SL ' - EIST ON FN T/EIST FTG 97' - " O NOT UNERMINE EISTING FOUNTION EM POKET SEE SET SHT T/SL EL 96' - ' - FIN GRE T/P EL ' - " (FIEL FERIFY) FOR SL REINF SEE PLN ' - " /" ' - FE OF EIST PIER () # EF O NOT UNERMINE EISTING FOOTING SLOPE FOOTING (SEE PLN) #@ EW) #@ EW RILL & EPOY GROUT # WLS TO MTH NEW WLL REINF T/EIST SL EL ' - " /" = '-" ' ' ' 7 SETION S- SETION /" = '-" /" = '-" ' ' ' ' ' ' SETION S- /" = '-" SETION S- SETION /" = '-" /" = '-" GENERL SHEET NOTES SHEET NOTES. FOR GENERL STRUTURL NOTES N LEGEN, SEE SHEET S-. ' ' ' ' - ' ' ' EIST FTG T/EIST FTG EL 97' - " ' ' ' T/EIST SL EL ' - " ' - ' - " (+/-) EIST EQUIP FN Skanska US uilding East Township Line Road, Suite lue ell, P 9 t f SUONSULTNTS PROJET IENTIFITION PROJET NO.: ESIGNE Y: RWN Y: HEKE Y: PPROVE Y: OPYRIGHT: STV rchitects, Inc. West Welsh rive ouglassville, P 9 t 6.. f 6.. SELS ITION N RENOVTIONS PRLIN, NEW JERSEY /7/ PERMIT RWINGS J 6// STRUTURL ISSUE FOR J ONSTRUTION MRK TE ESRIPTION Y ISSUE LOK STV RHITETS, IN. K. RRON J. RILLO ROTHENERGER ONRETE SETIONS 7 // 7:6: M :\Users\weimarrj\ocuments\7_S-_weimarrj.rvt

6 9 9. SEE RH SHEETS GENERL SHEET NOTES SHEET NOTES T/STL EL ' - T/PIER EL ' - " 7" EM & RILLE PIER T/ FLR EL ' - " FOR SL REINF SEE PLN TOP OF EM SHELF EL 9'-9 /" RISE FLR SEE RH SHT TOP OF RISE FLOOR EL '-" TOS EL 99'- POUR STOP ( SIES) /" TOP OF ON EL 99'-9 /" TOP OF RISE FLOOR EL '-". FOR GENERL STRUTURL NOTES N LEGEN, SEE SHEET S-.. FINL NHOR RO IMETER N PLEMENT MUST E OORINTE WITH THE PRE-ENGINEER METL UILING MNUFTURER. Skanska US uilding East Township Line Road, Suite lue ell, P 9 t f ' - " " GROUT /"Ø POST INSTLLE HILTI KWIK OLT TZ ( /" EM) I RILLE PIER FOR REINF SEE TYPIL RILLE PIER SETION ON S- FIN GRE PPRO EL '-" ' - " T/SL EL 96' - " ' - PIPE SLEEVE W/ LINK SEL SEE PLUM SHT FOR INV EL (TYP) FOR PIPE SIZE & LOTION SEE PLUM SHT FOR SL REINF SEE PLN /" LW ON ON /" METL FORM EK (TOTL THIKNESS = /" #@ EW SETION S- /" = '-" SUONSULTNTS STV rchitects, Inc. West Welsh rive ouglassville, P 9 t 6.. f 6.. 6'-" MINIMUM EMEMENT ' - " SETION /" = '-" ' ' ' - FOR INFORMTION NOT SHOWN SEE SET ON SHEET SETION S- /" = '-" ' ' ' #6 HIRPIN # TIE TIES PER SET /" /" OUTSIE FE OF WLL/GIRT LINE NHOR RO (TYP) SEE NOTE L OLUMN # TIE TIES PER SET THEORETIL OUTLINE OF PIER Ld (TYP) /" OUTSIE FE OF WLL/GIRT LINE #6 HIRPIN NHOR RO (TYP) SEE NOTE L OLUMN # " " ' - Ld (TYP) ' - SELS # VERT Ld (TYP) " " OUTSIE FE OF WLL/GIRT LINE # VERT Ld ' - " " #7 VERT OUTSIE FE OF WLL/GIRT LINE /" /" OLUMN L #6 HIRPIN NHOR RO (TYP) SEE NOTE FIN GRE #@ EW EF ON FOR SL REINF SEE PLN ' - PIER P ETIL " = '-" ' ' PIER P ETIL " = '-" ' ' " = '-" PIER P ETIL.6 ' ' PROJET IENTIFITION ITION N RENOVTIONS PRLIN, NEW JERSEY #@ EW (T & ) ' - " SETION /" = '-" ' ' ' /7/ PERMIT RWINGS J 6// STRUTURL ISSUE FOR J ONSTRUTION MRK TE ESRIPTION Y PROJET NO.: ESIGNE Y: RWN Y: HEKE Y: PPROVE Y: OPYRIGHT: ISSUE LOK STV RHITETS, IN. K. RRON J. RILLO ROTHENERGER ONRETE SETIONS S- 7 // 7:6: M :\Users\weimarrj\ocuments\7_S-_weimarrj.rvt

7 9 9. GENERL SHEET NOTES SHEET NOTES. FOR GENERL STRUTURL NOTES N LEGEN, SEE SHEET S-. Skanska US uilding WLL OLUMN OR EQUIPMENT FOUNTION East Township Line Road, Suite lue ell, P 9 t f EL (SEE PLN) FOR REINFORING SEE PLNS T T/ " RUSHE STONE SHTO #7 OR EQUIVLENT / T/ "" FILL WITH FLEILE SELNT T/ / " " FILL WITH FLEILE SELNT FLEILE SELNT # UILING FELT (ON REKER) TURNE UP VPOR RETRER TOP OF FOOTING (SEE PLN) '-" '-" (MIN) '-" '-" (M) TOP OF FOOTING (SEE PLN) SUONSULTNTS STV rchitects, Inc. West Welsh rive ouglassville, P 9 t 6.. f 6.. " LEN STRUTURL FILL MIL VPOR RETRER /"Ø x '-6 LONG SMOOTH '-" O, OT WITH GRESE ONTRTION JOINT (NJ) ONSTRUTION JOINT (J) ISOLTION JOINT () " STEPPE FOOTING ETIL SLE: NONE SL-ON-GRE ETIL SLE: NONE I # x '-" (TOP) OLUMN (SEE PLN FOR ORIENTTION) ONTRTION JOINTS SHLL E SW UT. ONSTRUTION JOINTS MY E SUSTITUTE FOR ONTRTION JOINTS T ONTRTOR'S OPTION. FOR LOTION OF JOINTS SEE SL PLNS, M JOINT SPING = '-" UNO. REINFOREMENT SUPPORT '-" O EH WY OVER ENTIRE SL RE UNLESS NOTE. " LR # (6) #6 (EQULLY SPE) NJ NJ NHOR ROS, WITH NUTS N HEVY WSHER SHLL E PROVIE Y PEM MNUFTURER. OLUMN Y PRE ENGINEER UILING MFR TOP OF SL & PIER EL (SEE PLN) FOR FOOTING REINF SEE SHEULE TOP OF FOOTING EL (SEE PLN) NON-SHRINK NON-METLLI GROUT PERIMETER TIE ONLY /" LR (TYP) LEVELING NUT (TYP) FOR PIER ETILS SEE SHEET S- TIE OR TIE SET " " " TYPIL RILLE PIER SETION SLE: NONE GRE SL ONTRTION JOINT T ISONTINUOUS JOINT ETIL SLE: NONE SELS T " LR ONRETE PROJET IENTIFITION HORIZONTL RS EQULLY SPE * I ST HOOK OWELS * LENGTH x WITH (SEE PLN FOR ORIENTTION) PIER N FOOTING ETIL SLE: NONE WHERE PIER HEIGHT IS LESS THN '-", ETEN OWELS TO TOP OF PIER IN LIEU OF PROVIING SEPRTE VERTIL RS. TOP OF FOOTING EL (SEE PLN) '-" (MIN) STNR WEIGHT PIPE SLEEVE (SPLIT FOR INSTLLTION T EISTING PIPE) " LR (TYP) ELEVTION TO SUIT PIPE INVERT ELEVTION # x '-" (TOP) '-" ITION N RENOVTIONS PRLIN, NEW JERSEY 'L' '' TYPE- '' TOP OF ONRETE TTER THRES EH SIE OF NUT NHOR OLT ETIL SLE: NONE NHOR RO SHEULE MRK - I '' LENGTH 'L' /" " REMRKS PEM OLUMN FOR FOOTING REINF SEE STEPPE FOOTING ETIL SEE PLUMING SHEETS FOR NEW OR EISTING PIPE SIZE, INVERT ELEVTION, N LOTION TYPIL WLL FOOTING ETIL T PIPE PENETRTION SLE: NONE SL RE-ENTRNT ORNER ETIL SLE: NONE /7/ PERMIT RWINGS J 6// STRUTURL ISSUE FOR J ONSTRUTION MRK TE ESRIPTION Y PROJET NO.: ESIGNE Y: RWN Y: HEKE Y: PPROVE Y: OPYRIGHT: ISSUE LOK STV RHITETS, IN. K. RRON J. RILLO ROTHENERGER ONRETE ETILS S- 7 // 7:6:9 M :\Users\weimarrj\ocuments\7_S-_weimarrj.rvt

8 9 9. GENERL SHEET NOTES SHEET NOTES /6 OLUMN / WELE STIFFENER PL (S) /" P PLTE WITH () OLT ONNETION NOTE: - WHERE EM FRMES INTO OLUMN ENTERLINE, PROVIE HOLES IN STIFFENER PLTE FOR ONNETION /" SH PIPE POST " /" /" SE PLTE P- SLE: NONE " /" /" PL /xx'-" /6 () /Ø HOLES FOR /"Ø POST INSTLLE HILTI KWIK OLT-TZ ( /" EM) /"Ø SH PIPE " EM POKET /" " /" OTT FLG 9" " " /6 /6 () /" I x" STU NHORS ERING PL /xx'-9" EM POKET ETIL SLE: NONE. FOR GENERL STRUTURL NOTES N LEGEN, SEE SHEET S-. Skanska US uilding East Township Line Road, Suite lue ell, P 9 t f SUONSULTNTS STV rchitects, Inc. West Welsh rive ouglassville, P 9 t 6.. f 6.. TYPIL EM OVER OLUMN ONNETION SLE: NONE OOR IMENSION WITH OWNER SUPPLIE PLTFORM /6 - /6 - RISE FLOOR SEE RH SHT SELS Lxx/ Lxx/ ETIL /" = '-" PROJET IENTIFITION ITION N RENOVTIONS PRLIN, NEW JERSEY /7/ PERMIT RWINGS J 6// STRUTURL ISSUE FOR J ONSTRUTION MRK TE ESRIPTION Y PROJET NO.: ESIGNE Y: RWN Y: HEKE Y: PPROVE Y: OPYRIGHT: ISSUE LOK STV RHITETS, IN. K. RRON J. RILLO ROTHENERGER STEEL ETILS S- 7 // 7:6:9 M :\Users\weimarrj\ocuments\7_S-_weimarrj.rvt