LIMIT OF FENE MESUREMENT 10'-0" M 10'-0" M 10'-0" M " M L LIGHTING POLE NORML POST SPING NORML POST SPING NORML POST SPING OFFSET EN POST LINE POSTS 2 " O STEEL PIPE, KNUKLE SELVGES SEE NOTE 11 2 " O STEEL PIPE, SEE NOTE 11 RIL EN } TOP RIL MESH FOR RRIER 60" O 9 GGE OUPLING OR EPNSION PROTETIVE FENE STEEL PIPE, 6'-0" HIGH SEE NOTE 11 PROVISION, S REQ' } MESH PLE ORNER POSTS T NGLE POINTS FOR SIEWLK 9 GGE IN HORIZONTL N VERTIL LIGNMENT PROTETIVE FENE 8'-0" HIGH OF FENE RE N RE EN RIL EN RE RIL STRETHER R N 60" O STEEL PIPE, STRETHER R SEE NOTE 11 " TRUSS RO " " STNR OULEVR LMP RE EN (LINE RIL LMP) 5'-8" RRIER PROTETIVE FENE 7'-8" SIEWLK PROTETIVE FENE TOP OF RRIER INTERMEITE RIL O STEEL PIPE FOR 7'-8" FENE PNELS ONLY TOP OF M LEVELING P EN OR ORNER POST 2 " O STEEL PIPE, SEE NOTE 11 " TO EN POST TURNUKLE KNUKLE " OR M OVE TOP OF RRIER OTTOM RIL 60" O STEEL PIPE, M 5" PRLLEL TO GRE SELVGES OR SIEWLK SEE NOTE 11 NOTES: TYPIL FENE ELEVTION 9" ISTNE TO STRUTURE EPNSION JOINT 1 PROVIE MTERILS N WORKMNSHIP IN ORNE WITH PULITION 408 2 PROVIE SHIMS FROM PPROVE MTERIL 3 ONLY TOUH-UP PINTING OF MTERIL IS PERMITTE 4 PLE FENE POSTS N NHOR OLTS TRULY VERTIL PLE RILS PRLLEL TO GRE 5 IF LIGHTING POLES RE NOT INSTLLE, LOSE GPS WITH SEPRTE PIEE OF FENE FRI 6 T RIGE EPNSION JOINTS, FREE THE FENE FRI N RILS TO EPN OR ONTRT L FENE 7 LIP THE TIE WIRE FSTENERS N EN WY FROM FOR TYPIL OR VERTIL RRIER, TRFFI FOR TYPIL OR VERTIL RRIER, 6 " FOR LTERNTE RRIER JUSTMENT SHIMS (IF REQUIRE) 2 " PROJETION 8" 1'- FOR LTERNTE RRIER FOR TYPIL OR VERTIL RRIER, 2 " FOR LTERNTE RRIER RRIER PROTETIVE FENE SE PLTE, SEE SE PLTE ETIL L FENE 8 OT LL SURFES OF THE SE PLTES IN ONTT WITH ONRETE WITH ULKING OMPOUN PRIOR TO ERETION N LIGNMENT FTER ERETION N LIGNMENT, SEL OPENINGS ETWEEN THE METL SURFES N THE ONRETE WITH ULKING OMPOUN MEETING THE REQUIREMENTS OF PULITION 408, SETION 7058(b) 9 PLE NHOR OLTS WITH SIEWLK OR RRIER N URTELY SET N RE GINST ISPLEMENT EFORE THE SURROUNING ONRETE IS PLE LEVEL THE SE PLTE N THEN PLE THE LEVELING P USING RPI SET ONRETE 10 ESIGN RINGE SYSTEM IN ORNE WITH M4, SETION PP 323 11 POSTS N RIL MTERIL PER PULITION 408, SETION 102(a)3 TOOLE EGES REFER TO ONTRT OUMENTS FOR POST SPING ƒ" LEVELING P 1 " 3'- " HOLES IN SE PLTE FOR ƒ" x 1'-8" LONG NHOR OLTS PROVIE TYPE OR NHORS PER -734M, FOUR REQUIRE PER POST " SE PLTE L POST (LINE, ORNER OR EN) 2 " 5" 8" OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF PROJET ELIVERY 8" " HOLES 1 " STNR L POST FOR OFFSET SE PLTE ONLY PROTETIVE FENE 8" SETION - TYPIL FENE POST SETION, LTERNTE SIEWLK ETIL SHOWN (TYP N LT ONRETE RRIER SIMILR) SE PLTE ETIL (LL IMENSIONS RE TYPIL UNLESS NOTE OTHERWISE) -7M -7M -734M ELETRIL ETILS LIGHTING POLE NHORGE NHOR SYSTEMS REFERENE RWINGS REOMMENE NOV, 20 REOMMENE NOV, 20 HIEF RIGE ENGINEER TING IR, UR OF PROJET ELIVERY SHEET 1 OF 3-701M
URR THRE OF OLT FTER TIGHTENING THE NUT SE PLTE, SEE SE PLTE ETIL 2 " PROJETION M JUSTMENT SHIMS (IF REQUIRE) 1'- 5" " 5" SETION " HOLE L FENE PROTETIVE FENE POST { ROUGHENE ONSTR JT, OT SURFE WITH EPOY ONING OMPOUN, STM 881, TYPE 2, GRE 2 TOOLE EGES 2 " LEVELING P " HOLES IN SE PLTE FOR ƒ" NHOR OLTS PROVIE TYPE NHORS PER -734M, FOUR REQUIRE PER POST 8" x 8" x " NHOR PLTE SEE SE PLTE ETIL FOR HOLE SIZE N SPING LEVELING P ETIL L POST L FENE T SIEWLK 8" 1 " 5" 1 " / 8" / 5" M LERNE ETWEEN SE PLTE N FORMS NEEE TO PLE ONRETE PLN L FENE SE PLTE, SEE SE PLTE ETIL TOOLE EGES SIEWLK RE 15%, SLOPE (WHEN PERMITTE) SIEWLK PROTETIVE FENE 15%, SLOPE TOWR ONRRIER (OVER UNERPSS ROWY) L FENE SEE LEVELING P ETIL SEE STWG TYP -7M ETILS T LIGHTING POLES L LIGHTING POLE " IN SIEWLK SL WHERE UR RINS VEHIULR RE 8" OFFSET SE PL 8" RIN RUNOFF WITH UR RINS THROUGH ON RRIER OR WITH TYPE 2 SUPPERS RE USE, SET SIEWLK ELEVTION T RER FE OF RRIER OVE GUTTERLINE ELEVTION THIS MY RESULT IN INRESE OVER FOR S2 & S7 RS, SEE NOTE 10 8" L FENE PLN RRIER IS PLE TOOL EGES OF PS FOR SE PLTE ETIL, SEE SHEET 1 RIL ƒ" ƒ" 2 " O STEEL PIPE, SEE NOTE 11 10 " FOR TYPIL OR VERTIL RRIER, 11 " FOR LTERNTE RRIER " PLTE RRIER FOR TYPIL OR VERTIL RRIER, 2 " FOR LTERNTE RRIER PLE LEVELING PS INTEGRLLY WITH RRIER, OR FTER RRIER PROTETIVE FENE LTERNTE SIEWLK ETIL SHOWN (TYP N LT ONRETE RRIER SIMILR) FOR TYPIL OR VERTIL RRIER, 1'- FOR LTERNTE RIL 8" 10" 8" GTE RE GUGE " SE LP, SEE TYP ETIL ON SHT 1 INSIE FE OF RRIER 2 " O STEEL PIPE, SEE NOTE 11 8" 5" SIEWLK ETIL GTE RE LMP U-OLT W/ WSHERS & NUTS " PLTE 10 " FOR 3'- RRIER (RISE SIEWLK ETIL SIMILR) 1 FOR 2'-8" RRIER SETION - TYPIL RE N PLN 60" O STEEL PIPE, SEE NOTE 11 L POST NTS NTS " PROTETIVE FENE POST " HOLES IN SE FOR PLTE FOR ƒ" x TOP WITH 1'-8" LONG NHOR OLTS 2 " FOR FOUR REQUIRE PER POST 1'- TOP WITH FOR ETILS REFER TO ST WG -734M "THK NTI-LIM SHIEL POST RKET RER FE OF RRIER SETION POST RKET ETIL 4'-1 L PIPE 4 EQUL SPES (STRETHER R TTHMENTS ) 2'-9" L EN POST WITH P 2 " O STEEL PIPE, SEE NOTE 11 STRETHER R "x " TTH NTI-LIM SHIEL TO EN POST WITH SMLL SETIONS OF 60" O STEEL PIPE WITH " FILLET WEL PIPE ONNETOR TO E SHPE TO HVE FULL ONTT WITH EH POST SEE POST RKET ETIL THIS SHEET TOP OF RRIER 4'-8" NOTE: FOR OTHER ETILS N NOTES, SEE SHEETS 1 & 3 OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF PROJET ELIVERY T NTI-LIM SHIEL TYP FOR PROTETIVE FENE SEE SHEET 1 STNR RER FE OF RRIER PROTETIVE FENE NTI-LIM SHIEL ETILS REOMMENE NOV, 20 REOMMENE NOV, 20 SHEET 2 OF 3 (1 REQ' FOR EH EN OF FENE ) HIEF RIGE ENGINEER TING IR, UR OF PROJET ELIVERY -701M
TOP RIL 10'-0" M NORML POST SPING TOP RIL O STEEL PIPE ETWEEN POSTS ETWEEN POSTS STNR OULEVR LMP (SHOWN), OR RIL ENS S INTERMEITE RIL O STEEL PIPE ETWEEN POSTS ONTINUOUS LINE POST 9 GGE, MESH IMON HIN LINK FENE TOP OF LEVELING P TOP OF RRIER/UR S RE RIL O STEEL PIPE " M ONTINUOUS EN POST STRETHER R N STRETHER R "x " NOTE: PROVIE NTI-LIM SHIEL T EH EN 10'-0" 8'-0" 53 EN OR LINE POST, 2 " O STEEL PIPE SE PLTE, SEE SE PLTE ETIL ON SHEET 1 R=2'- 5" RE RIL FOR TRUSS RO (EN Y) 10'-0" FENE PNEL HEIGHT SHOWN ON SHT1 SE PLTE, SEE SE PLTE ETIL ON SHEET 1 INRESE TO PROVIE 10'-0" FENE HEIGHT FROM TOP OF EK EN OR LINE POST, 2 " O STEEL PIPE RE RIL FOR TRUSS RO (EN Y) PRLLEL TO GRE M OTTOM RIL O STEEL PIPE " TRUSS RO EH EN TOP OF EK TOP OF SIEWLK SLOPE TOP OF EK ONRETE RIGE RRIER ELEVTION LTERNTE SIEWLK SHOWN TYPIL SIEWLK SIMILR SETION - SETION - TYPIL ONRETE RRIER LTERNTE SIEWLK N NO SIEWLK RRIER MOUNTE ETILS URR THRE OF OLT FTER TIGHTENING THE NUT 1'- L FENE L FENE MOISTURE PROOF POST TOP NOTE: FOR OTHER ETILS N NOTES, 4 " SE PLTE, SEE SE PLTE ETIL 2 " PROJETION LEVELING P, M THK (RPI SET ONRETE) 8" ONTINUOUS UR JUSTMENT SHIMS (IF REQUIRE) 5" SETION 4 " PROTETIVE FENE POST 3 " O STEEL PIPE { ROUGHENE ONSTR JT, OT SURFE WITH EPOY ONING OMPOUN, STM 881, TYPE 2, GRE 2 TOOLE EGES ONTINUOUS UR " HOLES IN SE PLTE FOR ƒ" NHOR OLTS PROVIE TYPE NHORS PER -734M, FOUR REQUIRE PER POST 8" x 8" x " NHOR PLTE SEE SE PLTE ETIL FOR HOLE SIZE N SPING LEVELING P ETIL 8" 1 " 5" 1 " / 8" / LERNE ETWEEN SE PLTE N FORMS NEEE TO PLE ONRETE PLN 1 " 5" 1 " SE PLTE, SEE SE PLTE ETIL TOOLE EGES 10'-0" 8'-0" 53 R=2'- 5" INTERMEITE RIL FULL ETWEEN EN POSTS EN OR LINE POST, 3 " O STEEL PIPE L POST OR EN) " SE PLTE (LINE, ORNER " HOLES 1 " 5" 8" L FENE SE PLTE ETIL 2 " (UR MOUNTE RILRO PROTETIVE FENE) 1 " 5" 1 " 1 " 8" SEE SHEETS 1 & 2 (UR MOUNTE RILRO PROTETIVE FENE) SE PLTE, SEE SE PLTE #4 @ " 3-#4 RS (ONT) " M LR TOP OF SIEWLK SLOPE ETIL, THIS SHEET LEVELING P, SEE LEVELING P ETIL, THIS SHEET 8" ONTINUOUS UR (TO PREVENT RINGE ISHRGE ONTO RILRO OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF PROJET ELIVERY STNR PROPERTY) OVERHE RIGE UR REINFOREMENT ETIL (SIEWLK/EK SL REINFOREMENT NOT SHOWN FOR LRITY) SETION - TYPIL SIEWLK PROTETIVE FENE OVER RILROS UR MOUNTE ETILS REOMMENE NOV, 20 REOMMENE NOV, 20 HIEF RIGE ENGINEER TING IR, UR OF PROJET ELIVERY SHEET 3 OF 3-701M
IKY SEE NOTE 5 JUNTION O J25 IF REQ 191 (") RIN PIPE, PLE T LOW EN OF O 100 () 400 (1 -) JUNTION O J25 IF REQ 35 ONUIT 35-90, LONG SWEEP ELOW 35 ONUIT (OUTLET FOR LUMINIRE) P TYPIL INSTLLTION OF JUNTION O J25 ONUITS & FITTINGS FOR UNERRIGE LIGHTING 0 () REFER TO ESIGN RWINGS FOR LOTION OF OUTLETS FOR LUMINIRES L 9 ( ") () HS OLTS WITH LOK WSHERS OULE NUTS ONUIT HNGER (FOR STEEL ONUIT ONLY) 0 () () RILL THRU HOLES L7x7x95 IN OTH LEGS OF (L5x5x) () SUPPORT NGLE SUPPORT NGLE L7x7x95 SLOTTE HOLES (L5x5x) () 5 (") LR RKET O OF ONUIT U-OLT S REQUIRE NOTE: LL HRWRE & STRUTURL STEEL TO E GLVNIZE MOUNTING ETIL FOR ONUIT HNGER S SHOWN IS SUGGESTE METHO FOR STEEL STRUTURES ETILS FOR PRESTRESSE EMS WOUL E SIMILR LTERNTIVE ETILS WILL E ONSIERE ON SE Y SE SIS LL ETILS MUST E ESIGNE FOR SPEIFI EN OF LOS N ETILE ON SHOP RWINGS O NOT MKE NY TTHMENT TO THE UNERSIE OF THE EK GUIE RIL (RU RIL NOT RRIER SHOWN FOR LRITY) 53 () ONUIT (SEE NOTE 3) 0 (1 -) OVER SREWS WILL 200 + - (8" + " ) - E RSS OR SHOULER 600 (2-0") 300 (1-0") R=300 (") TRFFI SIE RRIER 200 + - (8" + " ) - STINLESS STEEL, FLT HE, STRIGHT SLOT NUMER N SIZE OF ONUITS S REQUIRE 0 (1 -) 64 (") MINIMUM 7 (") Ix 40 GROUNING STU N NUT 600 (2-0") P 53 () ONUIT SEE NOTE 4 RIN PIPE ELEVTION SETION - ELEVTION PLN VIEW JUNTION O J25 (SETION 1101 OF PU 408) ONUIT ETILS T ENS OF RIGE NOTES: 1 LL IMENSIONS RE IN MILLIMETERS UNLESS OTHERWISE NOTE US USTOMRY UNITS IN ( ) PRENTHESES STINLESS STEEL LMPING NS TEETH TO GRIP NEOPRENE SLEEVE 0 () I GLVNIZE EPNSION HE INSULTING USHING SME S OPENING IN RRIER + 5 (1/) 2 PROVIE MTERILS N WORKMNSHIP IN ORNE WITH PU 408 3 FOR PROPER GROUNING OF GLV STEEL ONUIT OR NON-METLLI ONUIT, SEE PU 408 SETION 910 4 ONUIT TO EIT RRIER ON OUTSIE OF GUIE RIL POST LINE TO VOI MGE TO ONUIT 5 LISTER IS NOT REQUIRE FOR JUNTION O J25 WHERE RRIER WITH MOLE NEOPRENE SLEEVE GLVNIZE PROVIES MINIMUM ONRETE OVER OF mm () SILION RONZE OUPLINGS GLVZINE STEEL ONUIT STEEL OVERSIZE SLEEVE GLVNIZE FIE HE 53 () ONUIT 6 MINIMUM ENTER TO ENTER SPING OF JUNTION OES IN RIGE PRPETS TO E 3000 (10-0") OES TO E MINIMUM OF 3000 (10-0") FROM OPEN JOINT 53 () ONUIT NIPPLE 7 MIMUM NUMER OF ONUITS PERMITTE TO E PLE IN RIGE RRIER IS FOUR ONUITS MUST E STGGERE N S WIELY SPE S PRTIL 100 (3 ") PPRO L TINNE FLEILE OPPER 100 () PPRO L NOTE: EITHER LL METRI OR LL ENGLISH VLUES MUST E USE ON PLNS METRI N ENGLISH VLUES SHOWN MY NOT E MIE OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF ESIGN RI ONING JUMPER (NOT REQ FOR PV ONUIT WITH SEPRTE TO GROUN ONNETION ON EFLETION FITTING GROUN WIRE) 0 (8") PPRO OPENING IN RRIER OF EPNSION FITTING + PROVIE TINNE OPPER RI ONING JUMPER WHEN REQUIRE FOR GROUN ONTINUITY WHEN STNR S PER ESIGN RWINGS (0 (7") TYPIL FOR 100 () MOVEMENT) + USING STEEL ONUIT PROVIE SLEEVE OF SUFFIIENT ELETRIL ETILS TO OMMOTE MIMUM EPNSION N ONTRTION OF EPNSION JOINT ONUIT EPNSION N EFLETION JOINT FITTINGS -739M -7M RIGE RRIER TO GUIE RIL TRNSITION LIGHTING POLE NHORGE REOMMENE OT, 2010 REOMMENE OT, 2010 SHEET 1 OF 2 REFERENE RWINGS HIEF RIGE ENGINEER IRETOR, UREU OF ESIGN -7M
ONUIT EPNSION NOTES 1 PPROIMTE OF FLEILE ONUIT IS 2 TIMES NTIIPTE MOVEMENT OR 300 (1-0") PLUS 900 (3-0") GIRER OR EM (SPRE O EM SHOWN) ONE SIZE LRGER LMP THN ONUIT SIZE TO PERMIT TEMPERTURE EPNSION OF ONUIT 2 SIZE O PER NE3 3 FOR UNERRIGE LOTIONS, OES N E USE IF KEPT INESSLE FROM GENERL PULI N PLE 3 000 (10-0") OVE SURROUNING GROUN ONUIT 4 PULL O USE IS OPTIONL, IF NEEE, USE ST IRON OR WELE STEEL WHIH IS HOT IPPE GLVNIZE PER PU408, SETION 110110 " WIE HOT IP GLV SPER PL SUSTRUTURE LMP ONUIT OPTIONL 300 (1-0") PULL O LIQUITIGHT FLEILE NON-METLI ONUIT ONUIT FITTING EPNSION LMP FIE LMP ONUIT OVERSIZE LMP FOR EPNSION OF PV ONUIT ONUIT LMP ETILS SURFE MOUNTE PULL O 50 () EM SET RIGE SUPERSTRUTURE LIQUITIGHT FLEILE PLN NON-METLI ONUIT SEE NOTE 1 FOR OPTIONL PULL O LIQUITIGHT FLEILE NON-METLI ONUIT WEEP HOLE T LOW POINT SETION - SETION - O USE FOR LRGER MOVEMENTS EPOSE ONUIT ONNETIONS T EPNSION JOINTS NOTES: 1 REFER TO PULITION 408, SETION 9103(q) FOR GROUNING 2 GROUN METL ONUIT PROVIE N WG#4 ONING JUMPER WHEN NEESSRY FOR GROUN ONTINUITY STINLESS STEEL LMPING NS TEETH TO GRIP NEOPRENE SLEEVE MOLE NEOPRENE SLEEVE SILION RONZE OUPLINGS 0 () I 53 () PV RUER OR FRE ONUIT ONUIT NIPPLE O-RING OUPLING 53 () PV OR FRE ONUIT 100 (3 ") PPRO L L NOTE: EITHER LL METRI OR LL ENGLISH VLUES MUST E USE ON PLNS METRI N ENGLISH VLUES SHOWN MY NOT E MIE OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF ESIGN 0 (8") PPRO OPENING IN RRIER OF EPNSION FITTING + STNR S PER ESIGN RWINGS OPTIONL PV ONUIT EPNSION N + PROVIE SLEEVE OF SUFFIIENT TO OMMOTE MIMUM EPNSION N ONTRTION OF EPNSION JOINT ELETRIL ETILS EFLETION JOINT FITTINGS REOMMENE OT, 2010 REOMMENE OT, 2010 HIEF RIGE ENGINEER IRETOR, UREU OF ESIGN SHEET 2 OF 2-7M
LIMIT HEIGHT OF SUPPORT TO PROVIE 63 (") LER TRNSVERSE REINFOREMENT RS NOTHING IS NOT PERMITTE SFETY STOP SEE OMPOSITE ESIGN, SHEET 2 32 M (1/8") SL THIKNESS S SHOWN ON THE ESIGN RWINGS IRETION OF PLING FORMS IRETION OF PLING ONRETE (PREFERRE) NOTES: 1 LL IMENSIONS RE GIVEN IN MILLIMETERS UNLESS OTHERWISE NOTE US USTOMRY UNITS IN ( ) PRENTHESES 2 PROVIE MTERILS N WORKMNSHIP IN ORNE WITH PU 408 3 USE THIS STNR S GUIE IN THE PREPRTION OF SHOP ETIL RWINGS 4 SHOW THIKNESS N SIZE OF SUPPORTING ELEMENTS N METL EK FORMS ON THE SHOP RWINGS LONG WITH, SIZE N SPING OF WELS 5 METL EK FORM LOSURES N STYROFOM FILLERS MY E USE S SHOWN ON ESIGN RWINGS TO REUE E LO SEL EN LOSURES TO ENSURE THT LEE WTER OES NOT RIN OUT 6 ESIGN LL METL EK FORM SUPPORTS N THEIR TTHMENTS TO RRY E 2 LO OF EK SL (INLUES ONRETE IN ORRUGTIONS) PLUS 2 kg/m FORM SUPPORT NGLE 27 (GGE ) 100 () 25 M 25 (SEE NOTE 8) T (50 LS/SQ FT) FOR ONSTRUTION LOS 7 LSO INLUE LL RESULTNT HORIZONTL LOS UE TO FORMING OF NTILEVER OVERHNGS IN THE ESIGN OF METL EK FORM SUPPORTS N TTHMENT ETILS SIP INSERT (SEE ETIL ) EN LOSURES SEE "TYPES OF EN LOSURES" SUPPORT T P/S ONRETE EM ETIL SHOWN FOR P/S I-EM RIGE, ETIL SIMILR FOR P/S O EM RIGE NOTE: THE REQUIREMENT FOR SFETY STOPS N E WIVE IF IT IS SPEIFIE ON THE SHOP ETIL RWINGS THT EH SHEET E SREWE OWN IMMEITELY UPON PLEMENT THIS SPEIFITION SHOUL E ME HIGHLY VISILE ON THE RWINGS 1 (4 ") MIMUM NOMINL EPTH 25 L METL EK FORM 0 (") M- SP OF FSTENERS OR LESS S PER MNUFTURER S REOMMENTION PROVIE ITIONL FSTENERS S NEEE TO INSURE TIGHT FIT SEE NOTE TYPIL LONGITUINL SETION THE MIMUM ORRUGTION EPTH N WITH SHLL E SUH 8 SEURELY FSTEN LL METL EK FORMS TO FORM SUPPORT NGLES N PROVIE MINIMUM ERING OF 25 T EH EN 9 TTH METL EK FORM SHEETS PROPERLY TO VOI HZRS THT N RESULT FROM LTERL MOVEMENT OR SUEN UPLIFT PROVIE SFETY STOPS WHERE NEESSRY 10 ONNET JOINING HUNH NGLE OR HNNEL Y WELING 11 LL METL EK FORMS MUST HVE FTORY LOSE ENS USE 95 (") HWH x 63 (")- 1 ( THRES/INH) SREW FSTENER TO ONNET METL EK FORMS 13 METL EK FORMS TO E ESIGNE FOR MIMUM EPTH OF ONRETE IN THE Y TO OUNT FOR SUPERELEVTION ROWN FLLING ETWEEN EMS ING SIGNIFINT ITIONL EK THIKNESS FOR WEL ETILS SEE SHEET 2 THT THE TOTL E LO OF THE FORM N THE ONRETE IN THE FORM OES NOT EEE kg/m ( lb/ft ) SUGGESTE SUPPORT ETILS 100 () FOR STEEL EM SYSTEMS, STEEL GIRER SYSTEMS, GIRER-FLOOR EM SYSTEMS N GIRER-FLOOR EM-STRINGERS SYSTEMS 10 G WEL NHORS (SIP PLTES) RE ST-IN-PLE IN THE EM 300 (") M SPING 90 64 (2 ") 25 I HOLE IN VERTIL LEG (TO PROVIE ONRETE INTERTION) 50 () SIP INSERT ETIL FOR LRGE EM SPINGS THE ESIGN OF THE INSERT MY REQUIRE THT THE GGE E INRESE N/OR THE SPING E ERESE NOTE: EITHER LL METRI OR LL ENGLISH VLUES MUST E USE ON PLNS METRI N ENGLISH VLUES SHOWN MY NOT E MIE OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF ESIGN PRELOSE EK FORM EN LOSURE HNNEL OR NGLE UTT UNERFORM LTERNTE EK FORM EN LOSURES NGLE OR HNNEL THIS ETIL NOT PERMITTE STNR PERMNENT METL EK FORMS TYPES OF EN LOSURES REOMMENE OT, 2010 REOMMENE OT, 2010 SHEET 1 OF 4 HIEF RIGE ENGINEER IRETOR, UREU OF ESIGN -732M
PRIOR TO PLING FORMS, HMMER SFETY STOPS, (SIZE & SPING S REQUIRE TO PREVENT LTERL MOVEMENT OR SUEN UPLIFT OF FORMS), ETWEEN EM N SUPPORT NGLE, (REQUIRE WHERE THE SUPPORT NGLE IS IN THE SEVEN POSITION) S REQUIRE SEE NOTE 1 SEE NOTE 1 3 () SEE ETIL LIMIT HEIGHT OF SUPPORT TO LER TRNSVERSE REIN- FOREMENT RS 3 () 25 (1) 3 (), ESIGN SPN 25 25, ESIGN SPN 25 HOL OWN LIP TENSION FLNGE TENSION FLNGE (S REQUIRE) HOL OWN LIP (S REQUIRE) NON - OMPOSITE ESIGN TOP FLNGE - TENSION ETIL NOTE 1: TENSION R, NGLE OR HNNEL, SIZE/SPING S REQUIRE MINIMUM R GLVNIZE 50x42 (x 8 GGE) M SPING 380 (1 -), NGLE OR HNNEL 27 (GGE ), WITH MIMUM SPING 600 (2) WELING TYPIL EH SIE, UNLESS NOTE PRIOR TO PLING FORMS, HMMER SFETY STOPS, (SIZE & SPING S REQUIRE TO PREVENT LTERL MOVEMENT OR SUEN UPLIFT OF FORMS), ETWEEN EM N SUPPORT NGLE, (REQUIRE WHERE THE SUPPORT NGLE IS IN THE SEVEN POSITION) SEE NOTE 2 S REQUIRE 3 () 25-300 SEE NOTE 2 (1-) SEE NOTE 2 FULL 3 3 25 (1) () 27 (GGE ) FULL 3 () 3 25 () (1) S REQUIRE 3 25-300 () (1-) S REQUIRE 3 25 () S REQUIRE () 3 25-300 ()(1-) SUPPORT NGLE 25 25 M 25 OMPRESSION FLNGE OMPRESSION FLNGE 50 () () 50 EN LOSURES SEE () "TYPES OF EN LOSURES", SHEET 1, ESIGN SPN () OMPRESSION FLNGE 27 (GGE ) 50 50 () (), ESIGN SPN () () ONTINUOUS HUNH NGLE 25 M 25 OMPRESSION FLNGE OMPOSITE ESIGN ONITION 1 NON - OMPOSITE ESIGN ONITION 2 FOR REHILITTIONS, STEEL MUST E PREPINTE IN NON-OMPOSITE OMPRESSION FLNGES THE HUNH NGLE MY E ELIMINTE WHENEVER THE OTTOM OF THE METL EK FORM IS T OR ELOW THE OTTOM OF THE TOP FLNGE NOTE 2: HUNH NGLE OR HNNEL, SIZE/SPING S REQUIRE MINIMUM 27 (GGE ), WITH MIMUM SPING 600 (2) WELING TYPIL EH SIE, UNLESS NOTE UNLESS SHOWN ON THE ESIGN RWINGS EN LOSURE REQUIRE WHERE FORM IS UT ON THE SKEW SEE "TYPES OF EN LOSURES", THIS SHEET EPNSION JOINT ETILS 1 EPNSION JOINT ETILS NOT SHOWN NOT SHOWN 1 25 S REQUIRE 25 25 M USE REMOVLE WOO FORMS (SHOWN) OR LOK OUT ONRETE UNER EM FLNGE PERMNENT GLVNIZE IF SPEIFIE ON THE RWINGS STEEL FORMS USE PERMNENT GLVNIZE 25 STEEL FORMS (SHOWN) OR REMOVLE WOO FORMS 25 25 ETILS T EPNSION JOINTS S SHOWN ON THE ESIGN RWINGS (0 M) ( M) EN LOSURE REQUIRE WHERE FORM IS UT ON SKEW SEE "TYPES OF EN LOSURE" ENT LP OR L, SIZE S REQUIRE 25 REMOVLE FORMS 0 M () ETIL T ONRETE IPHRGM NOTE: EITHER LL METRI OR LL ENGLISH VLUES MUST E USE ON PLNS METRI N ENGLISH VLUES SHOWN MY NOT E MIE OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF ESIGN REOMMENE STNR PERMNENT METL EK FORMS OT, 2010 REOMMENE OT, 2010 SHEET 2 OF 4 HIEF RIGE ENGINEER IRETOR, UREU OF ESIGN -732M
REQUIRE SETION MOULUS N MOMENT OF INERTI OF FORMS T SL THIKNESS ESIGN SPEIFITIONS ESIGN THE METL FORMS ON THE SIS OF THE E LO EMPLE #1 REQUIRE: YIEL (MPa) EMPLES LLOWLE STRESS (MPa) GIVEN: STEEL I-EM RIGE, OMPOSITE ESIGN SETION MOULUS S, N MOMENT OF INERTI I SOLUTION: ESIGN SPN (FROM SHEET 2 FOR ONITION 1) = EMPLE #2 GIVEN: REQUIRE: SOLUTION: TYPIL LONGITUINL SETION OF EK SL WITH METL FORM OF THE FORM, REINFOREMENT N PLSTI ONRETE PLUS 25 kpa FOR ONSTRUTION LOS USE UNIT WORKING STRESS IN THE STEEL SHEET S FOLLOWS: MTERIL GRE STM 653/ 653M OR 924/ 924M QULITY SQ 230 230 5 255 255 5 2 2 200 340 340 2 550 550 2 EM SPING = 2400 mm TO EM FLNGE WITH = 300 mm SL THIKNESS T = 0 mm (65 mm L) FOR METL FORM SETION, GRE 2 MTERIL (2400 mm) - (300 mm) - (50 mm) = 2050 mm FROM TLE, FOR = 2050 mm N T = 0 mm 3 4 S = 0 mm /mm N I = 5972 mm /mm FOR GRE 2 MTERIL, MULTIPLY S Y 123 3 ie S REQ = 123 0 = 24 mm /mm 4 I REQ = 5972 mm /mm STEEL I-EM RIGE, NON-OMPOSITE ESIGN EM SPING = 2400 mm TO EM FLNGE WITH = 300 mm SL THIKNESS T = 0 mm (65 mm L) SETION MOULUS S, N MOMENT OF INERTI I FOR METL FORM SETION, GRE 340 MTERIL, (2400 mm) - (300mm) - (0 mm) = 1950 mm FROM TLE, FOR = 1950 mm N T = 0 mm 3 4 S = 3 mm /mm N I = 50 mm /mm FOR GRE 340 MTERIL, MULTIPLY S Y 100 ie S REQ = 100 3 = 3 mm 3/mm 4 I REQ = 50 mm /mm METL FORM, SEE SHEET 1, TYPIL LONGITUINL SETION O NOT LLOW EFLETION UNER THE WEIGHT OF THE FORMS, PLSTI ONRETE N REINFOREMENT TO EEE /0 OF THE FORM SPN OR 13 mm WHIHEVER IS LESS IN NO SE IS THE LOING FOR EFLETION LULTION TO E LESS THN 5 kpa TOTL FOR SPNS IN EESS OF 3050 mm THE PERMISSILE EFLETION IS NOT TO EEE 19 mm OR SE THE PERMISSILE FORM MER ON THE TUL E LO ONITION O NOT USE MER TO OMPENSTE FOR EFLETION IN EESS OF THE FOREGOING LIMITS SUPPORT ETIL S PER TOP FLNGE-OMPRESSION, S SHOWN ON SHEET 2 /240 WHIHEVER IS LESS ESIGN SPN (FROM SHEET 2 FOR ONITION 2) = 3 4 3 4 S, SETION MOULUS mm /mm L I, MOMENT OF INERTI IN mm /mm S, SETION MOULUS mm /mm L I, MOMENT OF INERTI IN mm /mm ESIGN ESIGN T, SL THIKNESS, mm T, SL THIKNESS, mm T, SL THIKNESS, mm SPN SPN T, SL THIKNESS, mm (mm) 254 8 191 204 6 9 242 204 6 9 242 254 (mm) < < 8 191 204 6 9 242 254 204 6 9 242 254 33 35 37 39 41 43 47 49 51 54 56 58 61 63 66 69 71 74 77 79 82 85 88 91 94 97 101 104 107 110 1 117 1 4 8 131 135 139 3 6 0 4 8 2 6 0 5 9 3 7 192 196 201 205 0 4 9 4 9 233 238 243 248 253 258 4 9 274 279 285 290 295 301 307 312 3 323 329 335 341 347 353 359 365 371 377 34 36 38 40 42 44 46 48 50 53 55 58 60 63 65 68 71 73 76 79 82 85 88 91 94 97 100 104 107 110 1 117 1 4 8 131 135 139 3 7 1 5 9 3 7 1 5 0 4 8 193 197 202 207 1 6 2 2 230 235 240 2 251 256 1 6 271 277 282 288 293 299 304 310 3 3 327 333 339 3 351 357 363 369 376 382 388 35 37 39 41 43 47 50 52 54 57 59 62 64 67 70 73 78 81 84 87 90 93 97 100 103 107 110 113 117 0 4 8 131 135 139 3 7 1 5 9 3 7 2 6 0 5 9 194 198 203 208 3 7 2 7 232 237 242 247 252 258 3 8 274 279 285 290 296 302 307 313 319 325 331 337 343 349 355 361 367 374 380 386 393 399 36 38 40 42 44 46 49 51 53 56 58 61 64 66 69 72 77 80 83 87 90 93 96 99 103 106 109 113 117 0 4 8 131 135 139 3 7 1 5 9 4 8 2 7 1 5 190 195 199 204 209 4 9 3 8 233 239 244 249 254 0 5 270 276 281 287 293 298 304 310 3 3 328 334 340 346 352 359 365 371 378 384 391 397 404 411 37 39 41 43 48 50 52 55 57 60 63 65 68 71 74 77 80 83 86 89 92 95 99 102 105 109 112 1 0 3 7 131 135 139 3 7 1 5 9 4 8 2 7 1 6 191 195 200 205 0 4 9 4 230 235 240 2 250 256 1 7 272 278 283 289 295 301 306 312 3 324 331 337 343 349 355 362 368 3 381 388 395 401 408 415 4 38 40 42 44 47 49 51 54 56 59 62 64 67 70 73 76 79 82 85 88 91 95 98 101 105 108 112 115 119 3 7 131 134 138 3 7 1 5 9 4 8 2 7 2 6 191 196 200 205 0 5 0 5 230 236 241 246 252 257 3 8 274 279 285 291 297 303 309 315 3 327 333 339 346 352 358 365 371 378 385 391 398 405 412 419 4 433 39 41 43 48 50 53 55 58 60 63 66 69 72 78 81 84 87 90 94 97 100 104 107 111 115 1 2 6 130 134 138 2 6 0 5 9 3 8 2 7 2 6 191 196 201 206 1 6 2 2 231 236 242 247 253 258 4 9 2 281 287 292 298 304 310 317 323 329 335 342 348 355 361 368 374 381 388 395 401 408 415 423 430 437 444 900 925 950 9 1000 1025 1050 10 1100 10 00 25 50 1300 1325 1350 13 00 25 10 00 25 50 00 25 50 00 25 50 00 25 50 1900 1925 1950 19 2000 2025 2050 20 00 25 20 25 00 25 50 2300 2325 2350 23 2400 2425 20 24 2500 2525 2550 25 00 25 50 2700 2725 20 27 2800 2825 2850 28 2900 2925 2950 29 3000 3025 3050 491 533 578 625 674 7 780 837 897 959 1025 1093 39 13 1397 80 67 58 52 49 1950 2054 62 74 2390 2509 33 2760 2891 3027 37 3311 39 3611 3768 3930 4096 46 4442 46 4807 4996 5191 5391 5595 5805 6020 6240 6466 6697 6933 74 76 7934 8198 8469 87 9027 9315 9609 9909 106 10529 10848 113 105 3 8 540 898 133 13761 273 799 340 895 465 050 651 8 901 19549 205 20897 297 505 549 594 643 693 747 802 861 923 987 1054 15 1198 74 1354 37 23 13 06 02 1902 2006 13 25 2340 29 2581 2708 2839 29 31 3258 3406 3558 3715 3877 4043 44 4389 70 49 50 5340 5546 56 5972 6193 6420 6652 6889 7133 7381 7636 7896 82 8434 8712 8996 9287 9583 9886 10194 10510 10831 110 194 136 4 539 900 139 136 7 684 5 781 352 939 541 9 793 19444 20112 20796 498 8 525 570 6 668 7 776 834 895 959 10 1096 19 46 1325 08 94 84 77 73 74 1978 2086 97 2313 2433 2556 84 28 2952 3093 3238 3387 3541 3700 3863 4031 4204 4381 64 41 4944 52 53 5553 5766 5985 60 6440 66 6917 74 74 76 7940 80 8487 8770 9059 9355 9656 9964 10279 10600 10928 3 104 11952 307 669 13038 134 13797 8 720 8 831 409 003 613 239 882 19541 208 20912 624 354 23102 566 6 665 719 776 836 898 964 1033 1105 10 59 1341 08 05 05 1909 2017 29 2366 2490 19 2890 3032 38 3330 3486 3647 3812 3983 49 4340 4717 4913 5115 53 5535 54 5978 6208 6444 6685 6933 76 7446 7712 7984 83 8548 8839 9137 9441 93 10071 10395 10727 11066 112 5 5 492 867 13249 13639 036 441 853 274 847 437 043 665 305 961 19635 20327 037 6 513 23280 24065 24871 586 636 689 7 804 865 930 998 1070 14 1304 1389 77 69 66 65 69 1977 2089 05 2325 20 2579 2712 2850 2992 30 3291 3448 3610 3776 3948 4307 4494 4686 4884 5088 5297 5512 5732 5958 6191 6429 6673 6923 79 7442 7711 7986 88 8556 8852 93 9462 9777 10099 10429 10765 11109 119 1 3 556 936 13324 13720 4 135 954 382 817 411 0 649 293 956 19636 20334 050 285 540 233 24107 249 255 3473 3531 3589 3648 3707 3766 38 3887 3948 4009 4071 4134 4196 40 4324 4388 43 84 4650 47 4784 4851 4919 36 3676 3736 3797 3859 39 3983 4046 4110 4174 4238 4303 4368 4434 01 68 4635 4707 4772 4840 4910 4980 5050 51 38 3820 3883 3947 4011 40 40 4205 4271 4338 4405 4472 40 4609 4678 4748 48 4888 4959 5031 5103 5176 5249 5323 3900 3965 4030 4096 43 49 4297 4365 4433 02 72 4642 47 4784 4855 4927 5000 5073 57 52 5103 5372 5448 5524 4043 4043 4178 4246 43 4384 44 24 95 4667 4739 4811 4884 4958 5032 5107 53 5259 5335 54 5490 5568 5647 57 NOTE: OMPUTTIONS RE REQUIRE FOR SPNS IN EESS OF 3657 mm LONG WITH SHOP RWINGS = 4325 4395 4466 38 4610 4683 47 4831 4905 4981 5056 5133 50 5287 5365 5444 5523 5603 5683 5764 58 5927 MULTIPLY VLUES OF S SHOWN IN TLE Y: 100 FOR GRES 340 N 550 123 FOR GRE 2 132 FOR GRE 255 8 FOR GRE 230 ESIGN SPN MESURE PRLLEL TO THE FORM FLUTE, FOR STEEL STRUTURES S SHOWN ON SHEET 1, N FOR (PRESTRESSE) ONRETE STRUTURES TKE ESIGN SPN S LER ISTNE ETWEEN (THE FLNGES OF) THE SUPPORTING EMS MINUS 50 mm FOR ONITION 1 N 0mm FOR ONITION 2 OMPUTE PHYSIL ESIGN PROPERTIES IN ORNE WITH THE REQUIREMENTS OF THE MERIN IRON N STEEL INSTITUTE SPEIFITION FOR THE ESIGN OF OL FORME STEEL STRUTURL MEMERS, LTEST PULISHE EITION GENERL NOTE: 3072 3100 35 39 36 3200 35 3252 3277 3301 3329 3352 3377 3404 3429 33 3481 3505 3529 3557 3581 3605 3633 3657 SEE SHEET 4 FOR US USTOMRY UNITS NOTE: EITHER LL METRI OR LL ENGLISH VLUES MUST E USE ON PLNS METRI N ENGLISH VLUES SHOWN MY NOT E MIE OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF ESIGN REOMMENE 4327 4399 4472 46 4693 4767 4843 4919 4995 5072 5150 58 5307 5387 5467 5548 5629 5711 5793 5876 5960 6044 6129 249830 256076 2424 8877 2435 282098 288868 295746 302732 3098 3032 324347 33 3393 346968 354736 3619 3706 378733 386966 3953 403788 4379 4091 3407 9993 276686 283490 2435 297429 3067 3119 3194 3665 3341 349806 349806 3576 365825 3740 3823 390760 3993 407997 4802 425733 434791 443976 STNR PERMNENT METL EK FORMS 276985 283910 290949 298103 305373 3761 3207 327892 335637 343503 3591 359602 367837 376197 384682 393294 402034 410902 419899 429027 438287 447678 7203 466862 OT, 2010 REOMMENE OT, 2010 290563 297827 3051 37 320342 328092 335966 343965 352090 360342 3687 377230 385869 394638 403539 73 4241 431044 440483 0058 9771 469623 489747 489747 3041 34 319473 327328 3353 343424 3565 360038 368543 3770 385951 394858 403900 413079 4396 4352 4449 16 461066 471089 4856 4968 502027 5633 SHEET 3 OF 4 NOTE: OMPUTTIONS RE REQUIRE FOR SPNS IN EESS OF 3657 mm LONG WITH SHOP RWINGS HIEF RIGE ENGINEER IRETOR, UREU OF ESIGN -732M
REQUIRE SETION MOULUS N MOMENT OF INERTI OF FORMS T SL THIKNESS 3 4 S, SETION MOULUS IN /FT I, MOMENT OF INERTI IN /FT, T, SL THIKNESS, INHES T, SL THIKNESS, INHES ESIGN 7 7 8 8 9 9 10 SPN < 8 8 9 9 10 7 7 3 S, SETION MOULUS IN/FT T, SL THIKNESS, INHES 8 8 9 9 10, ESIGN SPN 4 I, MOMENT OF INERTI IN /FT < T, SL THIKNESS, INHES 8 8 9 9 10 METL FORM, SEE SHEET 1, TYPIL LONGITUINL SETION TYPIL LONGITUINL SETION OF EK SL WITH METL FORM 0574 0597 06 0644 0667 0691 07 3-0" 0371 0376 0395 04 0607 0632 0656 0681 0706 0730 05 3-0404 0410 0431 02 0640 0666 0693 0719 07 0771 0797 3-0438 0444 0467 0490 0673 0701 0728 06 0784 0811 0838 3-0471 0478 0502 0527 0709 0738 0767 0796 0825 0854 0883 3-0510 05 0544 0571 0744 07 0805 0836 0866 0897 0927 3-5" 0550 0558 0587 06 0780 08 0844 0876 0908 0940 0972 3-0589 0598 0629 0659 0819 0853 0886 0919 0953 0986 1020 3-7" 0634 0644 0677 0710 0858 0893 0928 0963 0998 1033 1068 3-8" 0679 0689 0725 0760 0897 0934 0970 1006 1043 1080 11 3-9" 0724 0735 0773 0810 0938 0976 10 1053 1091 19 17 3-10" 0776 0787 0828 0868 ESIGN SPEIFITIONS 0979 1019 1059 1099 1139 19 19 3-1 0827 0840 0883 09 1020 1062 1103 11 17 28 70 4-0" 0879 0892 0938 0983 ESIGN THE METL FORMS ON THE SIS OF THE E LO 1064 1108 11 1194 38 82 1325 4-0937 0951 1000 1048 OF THE FORM, REINFOREMENT N PLSTI ONRETE PLUS 50 POUNS PER SQURE FOOT FOR ONSTRUTION LOS USE UNIT 1108 13 1198 44 89 1335 1380 4-0996 1010 1062 11 WORKING STRESS IN THE STEEL SHEET S FOLLOWS: 12 1199 46 93 1340 1387 34 4-1054 1069 19 1198 47 96 13 1394 MTERIL GRE 43 92 4-10 1136 1194 53 STM 653/ 653M YIEL LLOWLE STRESS 96 1346 1397 48 98 49 4-5" 15 02 64 13 OR 924/ 924M (PSI) (PSI) 91 1344 1396 49 02 54 07 4-51 69 1334 00 1340 1395 49 04 59 13 68 4-7" 1324 1343 82 33 33,000 23,900 37 37,000,800 1390 47 03 60 73 30 4-8" 1398 91 63 40 40,000 29,000 39 98 56 73 32 91 4-9" 71 92 69 50 50,000 36,000 91 52 73 33 94 55 4-10" 53 56 37 80 80,000 36,000 42 05 68 31 94 57 1920 4-1 34 52 43 28 O NOT LLOW EFLETION UNER THE WEIGHT OF THE FORMS, PLSTI 94 59 24 89 54 1919 1984 5-0" 41 30 1920 ONRETE N REINFOREMENT TO EEE /0 OF THE FORM SPN 48 83 51 19 1985 2052 5-06 33 19 20 OR INH WHIHEVER IS LESS IN NO SE IS THE LOING FOR 02 72 42 19 1981 2051 20 5-97 1924 2023 EFLETION LULTION TO E LESS THN 0 PSF TOTL 57 29 1901 1972 2044 88 5-1987 20 19 23 FOR SPNS IN EESS OF TEN FEET THE PERMISSILE EFLETION 88 1963 2036 11 85 59 5-2086 25 2334 IS NOT TO EEE INH OR /240 WHIHEVER IS LESS 71 1947 2024 00 27 54 2330 SE THE PERMISSILE FORM MER ON THE TUL E LO 5-5" 85 2330 2444 1928 2007 2086 64 43 2323 2401 ONITION O NOT USE MER TO OMPENSTE FOR EFLETION 5-84 23 2436 2555 1988 2072 40 2324 2408 2492 IN EESS OF THE FOREGOING LIMITS 5-7" 2393 2427 2552 77 2048 37 23 2404 2494 2583 5-8" 2501 2538 68 2798 08 02 97 2391 2485 2580 74 5-9" 10 48 2784 2920 EMPLES 20 24 2359 23 2547 41 2735 5-10" 2729 2768 2911 3053 EMPLE #1 32 23 2420 25 08 2703 2797 5-1 2847 2889 3037 35 94 2388 2482 2576 70 2764 2858 6-0" 2966 3009 34 33 GIVEN: STEEL I-EM RIGE, OMPOSITE ESIGN 2359 26 2553 49 2746 2842 2939 6-3095 30 3301 3462 EM SPING = 7-10" TO 2425 2524 23 27 28 29 3020 6-33 3270 3439 3606 EM FLNGE WITH = " 2490 2592 94 2795 2897 2999 3101 6-3352 3401 3576 30 SL THIKNESS T = 85" ( L) 2558 63 2767 2871 2976 3081 35 6-3491 3542 3724 3906 REQUIRE: SETION MOULUS S, N MOMENT OF INERTI I 2733 2841 2948 3055 31 3270 6-5" 3631 3684 3873 4062 FOR METL FORM SETION, GRE 40 MTERIL 94 2804 29 3024 3134 3244 3354 6-3770 3825 40 48 2764 2877 2990 3103 36 3329 3442 6-7" 39 3978 42 4386 SOLUTION: ESIGN SPN (FROM SHEET 2 FOR ONITION 1) = 2834 2950 3066 31 3297 3413 3529 6-8" 4071 4131 4343 55 (7-10") - (") - () = 6-8" 2904 3023 32 30 3379 3499 36 6-9" 42 4284 04 4723 FROM TLE, FOR = 6-8" N T = 8" 3 4 2977 3099 32 3342 3464 3586 3708 6-10" 4384 4449 4677 4905 S = 31 IN /FT N I = 4131 IN /FT 3051 36 3300 3425 3549 3674 3798 6-1 46 4613 4850 5086 FOR GRE 40 MTERIL, MULTIPLY S Y 124 ie S REQ = 124 31 = 3944 IN 3 34 3252 3379 3507 3634 3762 3889 7-0" 4709 4778 5023 58 /FT 4 3200 3331 3461 3592 37 3853 3983 7-4883 4955 5209 5463 I REQ = 4131 IN /FT 32 3409 3543 3676 3810 3944 4078 7-5058 5131 5395 5658 EMPLE #2 3351 3488 3625 3761 3898 4035 42 7-5232 5308 5581 5853 3429 3570 3710 3849 3989 4130 4270 7-5419 5497 5780 6062 GIVEN: STEEL I-EM RIGE, NON-OMPOSITE ESIGN 3508 3651 3794 3938 4081 44 4367 7-5" 5605 5687 5979 6270 EM SPING = 7-10" TO 3586 3733 3879 40 42 4319 4465 7-5792 5876 68 6479 EM FLNGE WITH = " 3667 38 3966 41 46 44 66 7-7" 6063 61 6467 6782 SL THIKNESS T = 85" ( L) 3747 3901 4053 4207 4360 4666 7-8" 6333 6425 65 7085 REQUIRE: SETION MOULUS S, N MOMENT OF INERTI I 3828 3985 41 4298 44 4611 4767 7-9" 6604 6700 7044 7388 FOR METL FORM SETION, GRE 50 MTERIL, 39 4072 4232 4392 51 4711 4871 7-10" 6902 7002 7362 77 SUPPORT ETIL S PER TOP FLNGE-OMPRESSION, 3996 49 43 4486 4649 4813 4976 7-1 7200 7305 7680 8055 S SHOWN ON SHEET 2 4080 4247 4413 80 4746 4913 5080 8-0" 7498 7607 7998 8388 46 4336 06 4677 4847 50 57 8-7825 7939 8347 84 SOLUTION: ESIGN SPN (FROM SHEET 2 FOR ONITION 2) = 4253 4427 4600 4774 4948 51 5295 8-83 8272 8697 91 (7-10") - (") - () = 6 - FROM TLE, FOR = 6 - N T = 8" 4339 4693 4871 5048 55 5402 8-8480 8604 9046 9487 3 4 4428 4609 4790 4971 51 5332 5513 8-8839 8968 9428 9888 S = 2871 IN /FT N I = 3542 IN /FT FOR GRE 50 MTERIL, MULTIPLY S Y 100 4702 4886 5071 5255 5440 5624 8-5" 9197 9331 9810 10289 ie S REQ = 100 2871 = 2871 IN 3 /FT 4606 4794 4982 51 5359 5547 5735 8-9556 9695 10193 10690 4 I REQ = 3542 IN /FT 4698 4890 5082 5274 5465 5657 5849 8-7" 9947 10092 10610 1 4789 4985 50 5376 5572 5767 5963 8-8" 10339 10489 11028 6 LEGEN 4881 5080 5280 5479 5678 5878 6077 8-9" 10730 10886 1 12004 49 58 5381 5585 5788 5991 6194 8-10" 117 11319 11900 12482 MULTIPLY VLUES OF S SHOWN IN TLE Y: 5070 5277 5484 5691 5898 6105 63 8-1 3 152 12356 12959 100 FOR GRES 50 N 80 54 53 5586 5797 6007 68 6429 9-0" 12010 5 12811 13436 124 FOR GRE 40 51 5476 5691 5906 60 6335 6550 9-12474 156 13306 13956 134 FOR GRE 37 151 FOR GRE 33 5358 5577 5796 60 6233 62 6671 9-12938 136 13801 4 55 5678 5901 64 6346 6569 6792 9-13402 13597 296 994 = ESIGN SPN MESURE PRLLEL TO THE FORM FLUTE, FOR STEEL 5555 5782 6009 6236 6462 6689 69 9-13905 107 832 15556 STRUTURES S SHOWN ON SHEET 1, N FOR (PRESTRESSE) 5654 5885 61 6347 6578 6809 7040 9-5" 407 6 15368 1 ONRETE STRUTURES TKE ESIGN SPN S LER 54 5989 64 69 6694 6929 74 9-910 157 15904 680 ISTNE ETWEEN (THE FLNGES OF) THE SUPPORTING EMS 5856 6095 6334 6574 6813 7052 7291 9-7" 154 15679 485 17289 MINUS TWO INHES FOR ONITION 1 N SI INHES FOR 5958 6202 64 6689 6932 76 7419 9-8" 15999 232 17065 17898 ONITION 2 6060 6308 6555 6803 7051 7298 46 9-9" 543 784 17646 507 = OMPUTE PHYSIL ESIGN PROPERTIES IN ORNE 65 64 6669 69 73 7425 7677 9-10" 17131 17380 273 195 WITH THE REQUIREMENTS OF THE MERIN IRON N STEEL 6270 65 6782 7039 7295 51 7807 9-1 177 17977 900 198 INSTITUTE SPEIFITION FOR THE ESIGN OF OL FORME 63 6636 6896 77 74 7678 7938 10-0" 306 573 195 20480 STEEL STRUTURLMEMERS, LTEST PULISHE EITION NOTE: OMPUTTIONS RE REQUIRE FOR SPNS IN EESS OF FEET LONG WITH SHOP RWINGS 0434 0473 05 0551 0597 0644 0690 0743 0795 0848 0908 0969 1029 1097 16 34 1311 1388 65 51 36 1913 2009 20 23 2442 2558 74 2801 2929 3056 3195 3334 3473 3624 3774 3925 4088 4251 44 90 4767 4943 5133 5323 5513 57 59 66 6344 6563 6781 7098 74 7732 8081 8430 8779 92 9546 9929 10348 10768 118 6 105 12563 13063 13562 062 606 159 15693 281 869 177 094 732 19369 20057 207 433 6461 6568 6676 6785 6895 7005 71 7230 7343 77 72 7689 7805 7923 8042 82 8282 8403 85 8649 8773 8898 9023 90 6725 6837 6949 7063 77 7293 7409 7644 7763 7883 8004 85 8248 8372 8496 86 8748 88 9003 9132 92 9393 9525 6990 7106 73 7341 7460 80 7700 78 79 8069 8193 8319 84 8573 8701 8831 8961 9092 94 9358 9492 9781 9763 9900 7255 73 7497 7619 7742 7867 7992 8119 8246 8374 8504 8634 8765 8897 9031 95 9300 9437 9574 97 9851 9992 10133 102 20 7644 7770 7897 8025 84 84 84 8547 8680 88 8949 9085 92 9360 9500 9640 9781 9923 10067 101 10356 10503 10650 GENERL NOTE: 10-10 - 10-10 - 10-5" 10-10 -7" 10-8" 10-9" 10-10" 10-1 11-0" 11-11 - 11-11 - 11-5" 11-11 -7" 11-8" 11-9" 11-10" 11-1 -0" NOTE: OMPUTTIONS RE REQUIRE FOR SPNS IN EESS OF FEET LONG WITH SHOP RWINGS SEE SHEET 3 FOR METRI UNITS NOTE: EITHER LL METRI OR LL ENGLISH VLUES MUST E USE ON PLNS METRI N ENGLISH VLUES SHOWN MY NOT E MIE OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF ESIGN REOMMENE 7784 79 8044 85 8308 8441 8441 8711 8848 8985 94 94 9405 9547 9690 9834 9979 105 10273 104 10570 107 10872 11025 HIEF RIGE ENGINEER 8049 83 83 83 8590 8728 8867 9007 99 9291 9435 9579 9725 9872 10020 109 10319 10470 106 107 10930 11086 2 100 295 2 192 19689 200 20658 3 657 9 288 239 231 24295 24848 25408 25977 554 270 27734 28337 28948 29569 30198 30836 19289 19771 201 20760 6 280 303 834 23373 239 24477 25042 256 198 789 27389 27997 286 29241 29877 305 3 339 325 STNR PERMNENT METL EK FORMS OT, 2010 REOMMENE OT, 2010 IRETOR, UREU OF ESIGN 20283 20790 306 830 362 903 233 24011 278 254 25739 333 936 248 280 28800 29440 30090 30749 3 32095 32783 33480 348 277 809 350 900 238 240 24602 258 25783 387 27001 27624 28257 28899 29551 302 30883 365 356 32957 33668 34390 351 35863 272 829 23395 23970 254 258 252 365 988 27620 283 289 29577 30249 30931 324 32327 33040 33763 34497 35242 35997 36763 339 SHEET 4 OF 4-732M
10 (") WSHER 50 () 1 NORML OUTSIE IMETER 2 60 (2 ") 60 (2 ") 90 (3 ") 90 (3 ") THREE STEEL INSERT, 101 102 0 SEE ETIL 30 (1 ") + GRIP THIKNESS THREE = 30 (1 ") () L1 () 30 (1 ") MINIMUM THREE 1-(230+013) 1-(090"+005") ( ") 15 GROOVE IMETER 64 ( ") 64 15 ( ") ( ") 2-(230+013) 2-(090"+005") L2 () () () () PLN 3 TO 5 (1/8" TO ") HEGON HE () () P SREW LOSE OTTOM OPEN OTTOM THREE STEEL INSERTS ETIL STRUT WIRE (TYPIL) SEE TLE 1 200 (8") 5 (9") M PRLLEL TO EGE FOR IMENSIONS, SEE TLE 2 THREE STEEL INSERT, SEE ETIL TLE 1 719 mm (028 ) STEEL WIRE OF ONRETE 3 TO 5 ("TO ") (TYPIL) P SREW I OF STRUT IMETER WIRE () mm (" ) mm (" ) 191 (") 874 (034) 2 (") 953 (03") () () 40 40 10 254 1113 (0438") NOTES ELEVTION TYPE INSERT SSEMLY (INLUES P SREWS N WSHERS) VIEW - (1/) S REQUIRE PLN TLE 2 P SREW IMETER mm (" ) 191 TYPE OF INSERTS LOSE OPEN OTTOM OTTOM 1 L1 2 L2 254 413 286 3 1 LL IMENSIONS RE IN MILLIMETERS UNLESS OTHERWISE NOTE US USTOMRY UNITS IN () PRENTHESES 2 PROVIE MTERILS N WORKMNSHIP IN ORNE WITH SPEIFITIONS PULITION 408 3 PROVIE THREE STEEL INSERTS IN ORNE WITH STM ESIGNTION 29, GRE L PROVIE STRUT WIRE OF EITHER STM ESIGNTION 510 GRE 10 WITH MINIMUM TENSILE STRENGTH OF 550 MPa (80 KSI) OR STM 82 (TLE 1 TENSILE STRENGTH REQUIREMENTS, 550 MPa (80 KSI)), OTH WITH RON RNGE OF 0-020% 719 (028) I STEEL WIRE WELE TO INSERT (TYPIL) () VIEW - (") 2 (") 254 286 4 3 349 3 476 349 381 4 PROVIE GLVNIZE STM 307 GRE P SREWS N WSHERS ONFORMING TO SETION 1105 OF PULITION 408 5 PROVIE WELE ONNETION ETWEEN STEEL INSERTS N STRUTS EQUL TO OR GRETER THN THE STRENGTH OF THE STM 307 GRE P SREW 6 URTELY SET NHOR SSEMLY Y TEMPLTE TO THE ORRET ELEVTION N LIGNMENT, N RE SEURELY GINST ISPLEMENT EFORE THE SURROUNING ONRETE IS PLE USE THE INSTLLTION PROEURE N TYPE OF INSERTS, WHETHER LOSE OTTOM OR OPEN OTTOM, IN ORNE WITH THE MNUFTURERS REOMMENTIONS TKE RE TO KEEP STRUT WIRE (TYPIL) SEE TLE 1 200 (8") 5 (9") M NOTE: EITHER LL METRI OR LL ENGLISH VLUES MUST E USE ON PLNS METRI N ENGLISH VLUES SHOWN MY NOT E MIE THE INSIE OF THE INSERT LEN 7 PROVIE EPOY OTE INSERT SSEMLIES 8 PROVIE THRE FOR SREWS N STEEL INSERTS ONFORMING TO SETION 1105 OF PULITION 408 9 USE THE NHOR SSEMLIES S N LTERNTE TO ST-IN-PLE NHOR OLTS OR SLEEVE NHOR SSEMLIES FOR THE FOLLOWING LOTIONS, T NO ITIONL OST TO THE EPRTMENT (1) TTHING SE PLTES FOR GUIE RIL TO ONRETE (2) TTHING SE PLTES FOR FENE, PEESTRIN RILING, PROTETIVE RRIERS N RIGE RILING POSTS TO ONRETE EKS OR PRPETS 10 USE NYLON USHINGS OR OTHER PPROVE METHO, WHEN TTHING LUMINUM SE PLTE OR POST TO ONRETE, TO PREVENT ELETROLYTI RETION ETWEEN THE TWO TYPES OF METL EING USE 11 SHOW IMETER, PROJETION, THRE N OF NHOR OLTS ON ESIGN RWINGS () () ELEVTION TYPE INSERT SSEMLY (INLUES P SREWS N WSHERS) OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF ESIGN STNR NHOR SYSTEMS OLT IMETER INITE ON THE RWINGS IS NOMINL OR SI OLT IMETER R-50M GUIE RIL TRNSITION T EN OF STRUTURE REOMMENE OT, 2010 REOMMENE OT, 2010 SHEET 1 OF 3 R-52M TYPE 2 STRONG POST REFERENE RWINGS HIEF RIGE ENGINEER IRETOR, UREU OF ESIGN -734M
97 (3 ") 10 (") 101 102 () () 50 50 () () 194 (7 ") 60 60 (2 ") (2 ") 194 (7 ") 194 (7 ") 10 (") (TYP) 40 40 40 40 (1 ") (1 ") (1 ") (1 ") ( ") () 97 50 50 203 () (8") PLN 3 TO 5 (1/8" TO ") PLN 3 TO 5 (1/8" TO ") THREE STEEL INSERT, SEE ETIL, SHEET 1 () STRUT WIRE (TYPIL) SEE TLE 1, SHEET 1 719 mm (028) STEEL WIRE 200 (8") 5 (9") M 40 40 40 40 50 50 ELEVTION ELEVTION 3 TO 5 (1/8" TO ") THREE STEEL INSERT, SEE ETIL, SHEET 1 3 TO 5 (1/8" TO ") NOTES 1 FOR NOTES, SEE SHEET 1 () () (3 ") () () () STRUT WIRE (TYPIL) SEE TLE 1, SHEET 1 719 mm (028) STEEL WIRE 200 (8") 5 (9") M NOTE: EITHER LL METRI OR LL ENGLISH VLUES MUST E USE ON PLNS METRI N ENGLISH VLUES SHOWN MY NOT E MIE OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF ESIGN 65 65 ()() 40 40 40 40 STNR VIEW - VIEW - NHOR SYSTEMS TYPE INSERT SSEMLY TYPE INSERT SSEMLY (INLUES P SREWS N WSHERS) (INLUES P SREWS N WSHERS) REOMMENE OT, 2010 REOMMENE OT, 2010 SHEET 2 OF 3 HIEF RIGE ENGINEER IRETOR, UREU OF ESIGN -734M
HE OR SQ NUT S REQUIRE S REQUIRE THRE THRE THRE THRE THRE PLIN HEGON HE P SREW WSHER PLIN WSHER HE OR SQ HE 5 ( ") HE OR SQ NUT () 25 R 25 R TYPE TYPE TYPE TYPE TYPE E TYPE F (FOR ETILS, SEE STNR RWING -734M, SHEET 1) TYPES OF NHORS PROJETION TEMPLTE 5 ( ") 10 ( ") M THREE K UP NUT TEMPLTE 5 ( ") 10 ( ") M THREE K UP TEMPLTE 5 ( ") 10 ( ") M THREE STEEL PLTE ETIL 1 ETIL 2 ETIL 3 ONSTRUTION NOTES 1 SET NHOR SSEMLY Y TEMPLTE TO THE ORRET ELEVTION N LIGNMENT, N RE SEURITY GINST ISPLEMENT EFORE THE SURROUNING ONRETE IS PLE 2 THE USE OF K UP NUT OR PLTE, S SHOWN IN ETIL 2 OR 3, WILL FILITTE SETTING OF NHOR OLTS TO THEIR ORRET ELEVTION N LIGNMENT THREE OF NHOR OLTS EPENS ON THE METHO OF INSTLLTION HOSEN Y THE ONTRTOR NOTE: EITHER LL METRI OR LL ENGLISH VLUES MUST E USE ON PLNS METRI N ENGLISH VLUES SHOWN MY NOT E MIE OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF ESIGN 3 TEMPLTE THIKNESS = SE OR SE PLTE THIKNESS STNR NHOR SYSTEMS REOMMENE OT, 2010 REOMMENE OT, 2010 SHEET 3 OF 3 HIEF RIGE ENGINEER IRETOR, UREU OF ESIGN -734M
(") PREM EP JT FILLER KEY 0 x ( x ) FOR T 0 (") KEY 100 x 50 ( x ) FOR T 0 (") WTERSTOP 100 () FOR T 0 (") 50 () FOR T 0 (") OR S REQUIRE 3 ( ") 20 +/- 3 ( " +/- ") 3 ( ") 3 ( ") () (+/-) (")(+/-) 3 ( ") T ( ") JT KING MTERIL LTERNTE 5 ( ") (+/-) 0 () FOR T 0 (") () FOR T 0 (") 0 () FOR T 0 (") () FOR T 0 (") () (+/-) 0 +/- 5 ( +/- ") POLYVINYL HLORIE TYPE E1 0 +/- 5 ( +/- ") POLYVINYL HLORIE TYPE E2 (")ULKING OMPOUN EPOSE FE HMFER 20 20 ("x") KEYE EPNSION JOINT (FLUSH EPNSION JOINT SIMILR EEPT OMIT KEY) HMFER IMENSIONS RE NOMINL N MY VRY 5 (")(+/-) WTERSTOPS FOR EPNSION JOINTS NOTE: PROVIE HOLES OR SLOTS IN WTERSTOP, S REQUIRE, WHEN NEESSRY TO OMMOTE REINFOREMENT RS, UT O NOT OMPROMISE SEL GENERL NOTES: 1 LL IMENSIONS RE IN MILLIMETERS UNLESS OTHERWISE NOTE US USTOMRY UNITS IN ( ) PRENTHESES 2 PROVIE MTERILS N WORKMNSHIP IN ORNE WITH PU 408 3 WHEN TYPE 2 WTERSTOP IS USE TO FILITTE INSTLLTION, JOIN THE SPLIT-FLNGE TOGETHER USING PV SOLVENT EMENT MEETING THE REQUIREMENTS OF STM 2564, FTER THE FORMS FOR THE FIRST PLEMENT OF ONRETE RE REMOVE KEY 0 x ( x ) FOR T 0 (") KEY 100 x 50 ( x ) FOR T 0 (") WTERSTOP 100 () FOR T 0 (") 50 () FOR T 0 (") OR S REQUIRE T WLL OR OLUMN 4 ONTRTOR HS THE OPTION TO SELET NY OF THE WTERSTOPS SHOWN LEGEN: PLE WTERSTOP INSIE OF REINFOREMENT RS 100 () MINIMUM, T/3 MIMUM 0 () FOR T 0 (") () FOR T 0 (") ONTINUOUS KEY 0 () FOR T 0 (") T/3 FOR T 0 (") T IS THIKNESS OF WLL OR IMETER OF OLUMN T IS THE LEST IMENSION WLL OR PIER OLUMN (WLLS) KEY T/3 x T/3 LTERNTE (OLUMNS) T 5 ( ") (+/-) EPOSE FE 0 () FOR T 0 (") () FOR T 0 (") LTERNTE () SEE OPTIONL EPRESSE KEY ETIL WLL OR PIER OLUMN T WLL OR OLUMN ONTINUOUS KEY 0 () FOR T 0 (") T/3 FOR T 0 (") (WLLS) KEY T/3 x T/3 HMFER 20 20 ("x") ONSTRUTION JOINTS FOOTING (WLL OR OLUMN) (OLUMNS) NOTES: () 1 KEY IMENSIONS RE NOMINL N MY VRY (") (+/-) 2 STOP KEYE JOINTS IN TOP OF EPOSE WLL FLUSH TO EPTH OF 300 (") 3 STOP WTERSTOP 300 (") FROM TOP OF WLL FOOTING (WLL OR OLUMN) OPTIONL EPRESSE KEY ETIL 3 ( ") 5 ( ") 5 ( ") NOTE: OPTIONL EPRESSE KEY ETIL IS TO E USE ONLY WHEN SHOWN ON ONTRT RWINGS SURFES OF EPRESSE KEY MUST E ROUGHENE TO ENSURE EQUTE ON WITH NEW ONRETE () (+/-) ()(+/-) NOTE: EITHER LL METRI OR LL ENGLISH VLUES MUST E USE ON PLNS METRI N ENGLISH VLUES SHOWN MY NOT E MIE 0 +/- 5 ( +/- ") 0 +/- 5 ( +/- ") POLYVINYL HLORIE POLYVINYL HLORIE OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF ESIGN TYPE 1 TYPE 2 STNR WTERSTOPS FOR ONSTRUTION JOINTS WLL ONSTRUTION & EPNSION JOINT ETILS NOTE: PROVIE HOLES OR SLOTS IN WTERSTOP, S REQUIRE, WHEN NEESSRY TO OMMOTE REINFOREMENT RS, UT O NOT OMPROMISE SEL REOMMENE OT, 2010 REOMMENE OT, 2010 SHEET 1 OF 1 HIEF RIGE ENGINEER IRETOR, UREU OF ESIGN -735M
GENERL NOTES: VRIES 1 LL REINFOREMENT STEEL RS SHOWN MEET THE REQUIREMENTS OF STM 6, STNR REINFOREMENT RS 996 OR 706 2 ESIGNTE REINFOREMENT RS S FOLLOWS TO VOI NY MISINTERPRETTION () REFER EFORME REINFOREMENT R SIZES Y NUMER, FOR EMPLE, J VRIES R SIZE WEIGHT (LS/FT) NOMINL IMETER (INHES) NOMINL ROSS SETIONS RE (SQ IN) NOMINL PERIMETER (INHES) #3, #4, #5, ET () INITE PLIN REINFOREMENT R SIZES Y IMETER IN FRTIONS OF N INH, FOR EMPLE, ", ", ", ET H #3 376 3 11 () INITE STEEL WIRE FRI Y LETTER (W FOR SMOOTH WIRE, FOR EFORME WIRE) FOLLOWE Y NUMER WHIH INITES THE RE OF THE WIRE #4 668 500 20 1571 IN HUNRETHS OF SQURE INH, FOR EMPLE, W OR WHERE SLOPE IFFERS FROM IMENSIONS H N K MUST E SHOWN K #5 #6 #7 #8 #9 #10 1043 1502 2044 70 3400 4303 625 0 8 1000 1270 31 44 60 79 100 127 1963 2356 2749 32 3544 3990 () INITE SMOOTH STEEL WIRE FRI THUS: WWF6x9-W10xW (ENOTES LONGITUINL WIRES RE 6 INHES ON ENTERS, TRNSVERSE WIRES RE 9 INHES ON ENTERS) THE RE OF THE LONGITUINL WIRE IS 010 SQURE INHES N THE RE OF THE TRNSVERSE WIRE IS 0 SQURE INHES) FOR EFORME WELE WIRE FRI, ESIGNTE WWF6x9-10x (E) LL REINFOREMENT IMENSIONS RE MESURE OUT-TO-OUT OF THE R EEPT THE "" IMENSION ON STNR 0 N 135 HOOKS R ENING ETILS UNLESS OTHERWISE NOTE, IMETER IS THE SME FOR LL ENS N HOOKS ON R #11 # # 5313 7650 13600 10 93 57 156 5 400 4430 5320 7090 3 SPLIING & LPPING: () SPLIE RS ONLY S SHOWN ON THE ESIGN RWINGS OR S UTHORIZE Y THE ENGINEER WHEN LP SPLIING IS SHOWN ON THE ESIGN RWINGS, LP THE REINFOREMENT RS FOR ORING TO SHTO LRF RTILE 5115 N SEURELY WIRE TOGETHER () SPLIE WELE WIRE FRI IN ORNE WITH SHTO LRF RTILE 51 () INRESE THE R LPS Y 20% FOR THREE R UNLE 33% FOR FOUR R UNLE O NOT OVERLP INIVIUL R SPLIES WITHIN THE UNLE 6d b OR REOMMENE EN HOOK IMENSIONS 4 ONFORM REINFOREMENT RS TO THE IMENSIONS SHOWN ON THE RWINGS N WITHIN THE FRITION TOLERNES S SHOWN IN THE URRENT "MNUL OF STNR PRTIE FOR REINFORE ONRETE ONSTRUTION" S PULISHE Y THE ONRETE REINFORING STEEL 6d b OR R SIZE LL GRES 90 HOOKS 0 HOOKS J #3 5" #4 8" OMMON STOK STYLES H #5 #6 10" 1-0" 7" 8" 5" OF WELE WIRE FRI #7 5" 1-5" 10" 7" ETILING IMENSION db ETILING IMENSION db #8 #9 #10 #11 # # 1-9" 1-7" 9" 10" 1-10" 10" " 2-0" " " 2-7" " 2 3-5" 2 1 1-1 -5" 1-7" 2-3 -0" 8" 1 1-1 - 1-9" 2 - STYLE ESIGNTION ROLLS 6x6-WxW 6x6-W20xW20 6x6-W29xW29 6x6-W40xW40 STEEL RE SQ IN PER FT LONGIT TRNS 028 028 040 040 058 058 080 080 WEIGHT PPRO LS PER 100 SF 29 42 58 4x4-WxW 042 042 31 4x4-W20xW20 060 060 43 ETILING 4x4-W29xW29 087 087 62 IMENSION ETILING 4x4-W40xW40 0 0 85 90 HOOKS STIRRUPS 135 HOOKS db J IMENSION db SHEETS 6x6-W29xW29 6x6-W40xW40 6x6-W55xW55 058 058 080 080 110 110 42 58 80 (TIES SIMILR) 4x4-W40xW40 0 0 85 = 4d b FOR #3 THROUGH #5 RS = 6d b FOR #6 RS REOMMENE STIRRUP N TIE HOOK IMENSIONS 6d b FOR #3, #4, N #5 d FOR #6 b FOR SEISMI HOOKS USE 6d b OR GRES 40 N 60 KSI 4d b OR d b 90 HOOKS 0 HOOKS = 6d b FOR #3 THROUGH #8 = 8d b FOR #9, #10, N #11 = 10d b FOR # N # OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF PROJET ELIVERY GRES 40 N 60 KSI SEISMI STIRRUP N TIE R SIZE #3 90 HOOK 135 HOOK PPROIMTE H R SIZE #3 135 HOOK PPROIMTE H RS THT RE REQUIRE TO E ENT TO LRGER RIUS THN SHOWN IN THE FOLLOWING TLE MY E ENT IN THE FIEL #4 FT #8 80 FT STNR REINFOREMENT R #4 #5 5" #4 #5 5" #5 25 FT #6 40 FT #7 60 FT #9 #10 #11 110 FT 130 FT 0 FT FRITION ETILS #6 1-0" 8" #6 8" # & # - LL ENING PREFRITE REOMMENE MY, 20 REOMMENE MY, 20 SHEET 1 OF 3 HIEF RIGE ENGINEER TING IR, UR OF PROJET IRETOR -736M
EVELOPMENT N LP SPLIE OF EFORME RS IN OMPRESSION EVELOPMENT N LP SPLIE OF EFORME RS IN TENSION SHTO LRF SPEIFITIONS, RTILES 5111, 5112 N 511531 TLE R SIZE #3 I OF R db (IN) 03 f =3,000 PSI (LSS ) f =3,500 PSI (LSS ) f =4,000 PSI (LSS OR P) f =40KSI(GRE 40) f =60KSI(GRE 60) (IN) 8 SPLIE (IN) (IN) 9 SPLIE (IN) f =40KSI(GRE 40) (IN) SHTO LRF SPEIFITIONS, RTILES 5112 N 511551 SPLIE (IN) 8 f =60KSI(GRE 60) f =40KSI(GRE 40) f =60KSI(GRE 60) (IN) SPLIE (IN) 8 (IN) 8 SPLIE (IN) (IN) 8 SPLIE (IN) f =4,500 PSI f =40KSI(GRE 40) f =60KSI(GRE 60) (IN) 8 SPLIE (IN) (IN) 8 SPLIE (IN) f c = 3000 PSI (LSS ) #4 0500 8 11 8 11 8 10 8 9 R SIZE R ROSS SETION RE (SQ IN) b f =40 KSI (GRE 40) LL RS EEPT TOP RS TOP RS f =60 KSI (GRE 60) LL RS EEPT TOP RS TOP RS OF LP OF LP OF LP OF LP SPLIE (IN) SPLIE (IN) SPLIE (IN) SPLIE (IN) #5 #6 #7 #8 #9 #10 #11 # 0625 00 08 1000 1270 10 93 10 13 11 13 20 23 19 29 25 34 20 25 28 31 37 19 23 27 30 34 39 43 51 9 13 11 20 23 19 29 23 34 13 23 29 35 19 23 27 30 34 39 43 51 8 10 13 13 20 23 29 34 19 24 27 32 19 23 27 30 34 39 43 51 8 9 11 13 20 23 29 34 23 31 19 23 27 30 34 39 43 51 #3 011 13 13 # 57 33 46 50 68 31 46 46 68 29 46 43 68 28 46 41 68 #4 #5 020 031 13 19 20 24 20 28 29 36 NOTE: FTOR OF 0 N E PPLIE IF THE REINFOREMENT IS ENLOSE WITHIN SPIRL OMPOSE OF RS NOT LESS THN " IN IMETER N SPE T NOT MORE THN PITH UT THE EVELOPMENT NNOT E LESS THN 8" N SPLIE #6 044 13 13 24 31 20 20 25 33 27 27 35 46 NNOT E LESS THN " #7 #8 #9 060 079 100 23 23 29 29 23 30 30 39 38 50 25 25 32 42 32 32 42 55 41 41 53 69 35 44 35 44 34 57 59 74 37 48 61 37 48 61 48 63 79 62 82 104 GUIELINES FOR USE OF EVELOPMENT N NOTES FOR EFORME RS IN TENSION #10 127 #11 156 48 37 37 63 46 46 77 59 52 52 67 88 64 64 82 108 55 68 55 68 72 88 94 1 77 95 77 95 101 3 131 1 SPLIE OF EFORME RS IN TENSION (TLES, N ): # 5 # 400 63 81 88 1 94 2 131 0 1 EVELOPMENT : f c = 3500 PSI (LSS ) REFER TO SHTO/LRF FOR PPLILE MOIFITION FTORS R SIZE R ROSS SETION RE (SQ IN) b f =40 KSI (GRE 40) LL RS EEPT TOP RS TOP RS f =60 KSI (GRE 60) LL RS EEPT TOP RS TOP RS OF LP OF LP OF LP OF LP SPLIE (IN) SPLIE (IN) SPLIE (IN) SPLIE (IN) UNOTE RERS USE TLE EPOY OTE RERS USE TLE WHEN : OVER IS < 3x R I OR TLES RE SE ON NORML-WEIGHT ONRETE TOP HORIZONTL OR NERLY HORIZONTL REINFOREMENT HVE MORE THN INHES OF FRESH ONRETE ST ELOW THE REINFOREMENT INRESE THE EVELOPMENT, d, Y 20 FOR RS WITH OVER OF R IMETER OR LESS, OR WITH LER SPING OF 2x R IMETER OR LESS #3 #4 #5 #6 #7 011 020 031 044 060 13 19 20 24 29 28 23 23 30 39 25 25 20 24 32 31 41 13 13 34 34 28 33 44 29 36 43 58 LER SPING ETWEEN RS IS < 6x R I (INLUES 50% INRESE IN LP SPLIE ) ERESE THE EVELOPMENT, d, Y 08 FOR RS SPE LTERLLY T LEST 6 IN ON ENTER WITH T LEST 3 IN LER OVER FROM FE OF MEMER TO EGE OF R MESURE IN THE IRETION OF THE SPING, UT THE EVELOPMENT NNOT E LESS THN IN #8 079 28 36 30 30 39 51 32 32 42 54 58 76 2 LP SPLIE : #9 100 #10127 #11156 #5 #400 27 27 35 46 38 38 49 64 41 41 53 69 87 48 48 34 34 58 62 81 51 51 67 107 59 59 42 42 55 71 76 100 63 63 82 58 81 87 105 113 f c = 4000 PSI (LSS OR P) 57 72 88 2 8 57 72 88 73 93 1 96 2 9 USE TLE FOR LL OTHER SES (INLUES 20% INRESE IN LP SPLIE ) LSSES OF TENSION LP SPLIES: PERENT OF s SPLIE RTIO OF WITH REQUIRE LP ( ss PROVIE) ( ss REQUIRE) 50% % 100% R SIZE #3 #4 #5 #6 #7 #8 #9 #10 R ROSS SETION b RE (SQ IN) 011 020 031 044 060 079 100 127 f =40 KSI (GRE 40) LL RS EEPT TOP RS TOP RS f =60 KSI (GRE 60) LL RS EEPT TOP RS TOP RS OF LP OF LP OF LP OF LP SPLIE (IN) SPLIE (IN) SPLIE (IN) SPLIE (IN) 20 20 25 25 32 32 13 20 33 34 43 28 28 35 35 19 28 36 46 42 54 58 20 24 29 36 47 60 23 30 38 23 30 38 20 24 30 39 49 76 48 48 62 31 39 51 64 81 13 13 32 32 42 42 53 53 67 67 28 33 41 54 69 87 29 36 43 54 71 90 1 EVELOPMENT OF STNR HOOKS IN TENSION FOR REINFORING STEEL GRES 40 N 60 SHTO LRF SPEIFITION, RTILE 511241 2 < 2 SSUME LSS SPLIES IN THE SENE OF ESIGN NLYSIS sis THE RE OF REINFOREMENT REQUIRE Y NLYSIS T THE SPLIE LOTION THE LP SPLIE MY E ERESE Y 08 FOR RS SPE LTERLLY T LEST 6 IN ON ENTER WITH T LEST 3 IN LER OVER FROM FE OF MEMER TO EGE OF R MESURE IN THE IRETION OF THE SPING, UT THE LP SPLIE NNOT E LESS THN IN 3 FOR TLES N, SEE SHEET 3 #11 156 39 39 51 67 55 55 71 93 59 59 77 100 82 82 107 0 # # R SIZE #3 #4 #5 #6 5 400 R ROSS SETION b RE (SQ IN) 011 020 031 044 54 70 LL RS EEPT TOP RS 76 98 f =40 KSI (GRE 40) TOP RS 81 105 LL RS EEPT TOP RS 1 7 f =60 KSI (GRE 60) TOP RS OF LP OF LP OF LP OF LP SPLIE (IN) SPLIE (IN) SPLIE (IN) SPLIE (IN) 13 f c = 00 PSI 19 20 24 29 20 24 31 13 13 28 33 29 36 43 R SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 R d b I OF (IN) 0500 0625 00 08 1000 1270 10 f =3,000 PSI f =3,500 PSI f =4,000 PSI LL RS LL RS LL RS d h 11 20 25 28 31 (IN) d h 03 9 8 (IN) 11 13 23 29 d h(in) 8 10 19 25 27 f =4,500 PSI LL RS d h(in) 7 9 23 4d b 5d b 6 d b d b RITIL SETION d b 4d b OR #3 THROUGH #8 #9,#10 N #11 # N # d b OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF PROJET ELIVERY STNR REINFOREMENT R #7 #8 #9 #10 #11 060 079 100 127 156 19 24 30 37 19 24 30 37 19 25 31 39 48 25 32 41 51 63 20 27 33 42 52 20 27 33 42 52 34 34 43 55 67 57 72 88 28 36 56 28 36 56 28 37 46 59 72 37 48 61 77 94 30 40 50 63 78 30 40 50 63 78 39 51 65 82 101 51 67 85 107 132 # # 93 57 NOTE: 38 50 35 46 1 FTOR OF 07 N E PPLIE FOR #11 R N SMLLER, IF THE SIE OVER (NORML TO PLNE OF HOOK )IS NOT LESS THN, N FOR 90 HOOK, 33 43 31 41 dh FRITION ETILS # 5 51 72 77 107 OVER ON R ETENSION EYON HOOK IS NOT LESS THN REOMMENE MY, 20 REOMMENE MY, 20 SHEET 2 OF 3 # 400 66 93 99 139 2 INRESE THE EVELOPMENT, dh, Y 12 FOR EPOY OTE HOOKS IN TENSION HIEF RIGE ENGINEER TING IR, UR OF PROJET IRETOR -736M
EVELOPMENT N LP SPLIE OF EFORME RS IN TENSION SHTO LRF SPEIFITIONS, RTILES 5111, 5112 N 511531 TLE TLE f c = 3000 PSI (LSS ) f c = 3000 PSI (LSS ) R SIZE R ROSS SETION RE (SQ IN) b f =40 KSI (GRE 40) LL RS EEPT TOP RS TOP RS f =60 KSI (GRE 60) LL RS EEPT TOP RS TOP RS OF LP OF LP OF LP OF LP SPLIE (IN) SPLIE (IN) SPLIE (IN) SPLIE (IN) R SIZE R ROSS SETION RE (SQ IN) b f =40 KSI (GRE 40) LL RS EEPT TOP RS TOP RS f =60 KSI (GRE 60) LL RS EEPT TOP RS TOP RS OF LP OF LP OF LP OF LP SPLIE (IN) SPLIE (IN) SPLIE (IN) SPLIE (IN) #3 011 23 20 27 #3 011 13 19 20 #4 020 24 24 31 27 35 #4 020 13 23 19 25 27 35 #5 031 20 23 29 23 23 30 39 34 44 #5 031 29 24 31 33 43 #6 044 25 29 29 29 37 38 49 20 20 33 33 33 43 56 #6 044 20 28 37 23 23 30 39 32 32 42 55 #7 060 34 30 30 39 39 39 51 51 67 58 76 #7 060 28 36 30 30 38 50 32 32 41 53 44 44 57 #8 079 35 35 39 39 52 59 51 52 67 59 59 66 88 76 99 #8 079 28 28 36 47 39 39 50 66 42 42 54 70 58 58 98 #9 100 44 44 57 74 50 50 64 84 65 65 85 111 74 74 96 6 #9 100 35 35 46 59 49 49 64 83 52 52 68 89 73 73 95 4 #10 127 55 55 72 94 63 63 82 106 83 83 108 1 94 94 2 9 #10 127 44 44 58 62 62 81 105 66 66 86 113 93 93 1 8 #11 156 68 68 88 1 77 77 100 131 102 102 132 3 1 1 0 196 #11 156 55 55 71 92 76 76 99 9 82 82 106 138 1 1 8 193 # 5 94 106 1 9 # 5 105 113 8 # 400 2 138 2 207 # 400 97 136 6 204 f c = 3500 PSI (LSS ) f c = 3500 PSI (LSS ) R SIZE R ROSS SETION RE (SQ IN) b f =40 KSI (GRE 40) LL RS EEPT TOP RS TOP RS f =60 KSI (GRE 60) LL RS EEPT TOP RS TOP RS OF LP OF LP OF LP OF LP SPLIE (IN) SPLIE (IN) SPLIE (IN) SPLIE (IN) R SIZE R ROSS SETION RE (SQ IN) b f =40 KSI (GRE 40) LL RS EEPT TOP RS TOP RS f =60 KSI (GRE 60) LL RS EEPT TOP RS TOP RS OF LP OF LP OF LP OF LP SPLIE (IN) SPLIE (IN) SPLIE (IN) SPLIE (IN) #3 011 23 20 27 #3 011 13 19 20 #4 020 24 24 31 27 35 #4 020 13 23 19 25 27 35 #5 031 20 23 23 23 29 30 39 34 44 #5 031 29 24 31 33 43 #6 044 27 35 27 27 31 31 24 31 36 46 40 53 #6 044 19 25 27 35 29 37 31 31 40 52 #7 060 25 25 41 28 28 37 37 41 41 32 36 47 47 62 54 70 #7 060 20 20 33 27 27 36 46 29 29 38 50 41 41 53 69 #8 079 32 32 42 36 36 48 48 54 47 62 62 81 54 54 70 92 #8 079 33 44 36 36 47 61 38 38 50 65 54 54 70 91 #9 100 41 41 53 46 46 61 61 69 69 69 60 78 79 103 89 1 #9 100 33 33 42 55 59 77 49 49 63 82 68 68 88 1 #10127 51 51 67 87 58 58 76 99 77 77 100 130 87 87 113 8 #10127 41 41 53 70 58 58 97 62 62 80 104 86 86 1 6 #11156 63 63 82 107 71 71 93 1 94 94 2 0 107 107 139 1 #11156 51 51 66 86 71 71 92 0 76 76 98 8 106 106 137 9 # 5 87 99 130 8 # 5 70 97 104 6 # 400 113 8 9 191 # 400 90 6 135 9 f c = 4000 PSI (LSS OR P) f c = 4000 PSI (LSS OR P) R SIZE R ROSS SETION RE (SQ IN) b f =40 KSI (GRE 40) LL RS EEPT TOP RS TOP RS f =60 KSI (GRE 60) LL RS EEPT TOP RS TOP RS OF LP OF LP OF LP OF LP SPLIE (IN) SPLIE (IN) SPLIE (IN) SPLIE (IN) R SIZE R ROSS SETION RE (SQ IN) b f =40 KSI (GRE 40) LL RS EEPT TOP RS TOP RS f =60 KSI (GRE 60) LL RS EEPT TOP RS TOP RS OF LP OF LP OF LP OF LP SPLIE (IN) SPLIE (IN) SPLIE (IN) SPLIE (IN) #3 011 23 20 27 #3 011 13 19 20 #4 020 24 24 31 27 35 #4 020 13 23 19 25 27 35 #5 031 20 23 23 23 29 30 39 34 44 #5 031 29 24 31 33 43 #6 044 24 27 35 27 27 36 46 31 31 31 40 53 #6 044 19 25 27 35 29 37 31 31 40 52 #7 060 23 23 30 39 34 44 34 34 44 58 39 39 50 66 #7 060 24 31 33 43 27 27 36 46 38 38 50 65 #8 079 30 30 39 51 34 34 44 58 58 76 51 51 66 86 #8 079 24 24 31 41 34 34 44 57 36 36 47 61 50 50 65 85 #9 100 38 38 49 64 43 43 56 73 57 57 74 96 64 64 83 109 #9 100 30 30 39 51 42 42 55 72 59 77 63 63 82 108 #10 127 48 48 62 81 54 54 71 92 72 72 93 2 81 81 106 138 #10 127 39 39 50 65 54 54 70 91 58 58 98 81 81 105 137 #11 156 59 59 77 100 67 67 87 113 88 88 1 0 100 100 130 0 #11 156 47 47 61 80 66 66 86 1 71 71 92 0 99 99 8 8 # 5 81 92 2 138 # 5 65 91 98 137 # 400 105 119 8 9 # 400 84 1 6 7 f c = 00 PSI f c = 00 PSI R SIZE R ROSS SETION RE (SQ IN) b f =40 KSI (GRE 40) LL RS EEPT TOP RS TOP RS f =60 KSI (GRE 60) LL RS EEPT TOP RS TOP RS OF LP OF LP OF LP OF LP SPLIE (IN) SPLIE (IN) SPLIE (IN) SPLIE (IN) R SIZE R ROSS SETION RE (SQ IN) b f =40 KSI (GRE 40) LL RS EEPT TOP RS TOP RS f =60 KSI (GRE 60) LL RS EEPT TOP RS TOP RS OF LP OF LP OF LP OF LP SPLIE (IN) SPLIE (IN) SPLIE (IN) SPLIE (IN) OMMONWELTH OF PENNSYLVNI EPRTMENT OF TRNSPORTTION UREU OF PROJET ELIVERY #3 011 23 20 27 #3 011 13 19 20 #4 #5 #6 020 031 044 24 20 23 29 31 35 27 24 23 23 27 27 31 24 30 39 36 46 31 31 27 34 40 35 44 53 #4 #5 #6 020 031 044 13 19 25 23 29 27 35 19 27 25 35 43 24 31 33 29 37 40 31 31 52 STNR #7 #8 060 079 28 28 28 37 37 48 25 32 25 32 32 42 41 54 32 42 32 42 42 55 55 72 37 48 37 48 47 62 62 81 #7 #8 060 079 23 23 23 30 29 38 24 32 24 32 31 41 41 54 34 34 34 44 44 57 36 47 36 47 47 61 61 80 REINFOREMENT R #9 100 36 36 46 61 41 41 53 69 54 54 69 91 61 61 79 103 #9 100 29 29 37 49 40 40 52 68 43 43 56 73 60 60 78 101 #10 127 #11 156 56 56 59 72 77 94 51 63 51 63 67 82 87 107 68 83 68 83 88 108 1 1 77 94 77 94 100 2 130 0 #10 127 #11 156 36 36 47 58 62 51 62 51 62 66 81 86 106 54 67 54 67 71 87 92 113 76 76 93 93 99 1 9 8 FRITION ETILS # 5 77 87 1 130 # 5 62 86 92 9 # 400 99 113 9 9 # 400 80 111 119 7 REOMMENE MY, 20 REOMMENE MY, 20 SHEET 3 OF 3 HIEF RIGE ENGINEER TING IR, UR OF PROJET IRETOR -736M