COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY

Transcription

1 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 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 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

2 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 " 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

3 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 " 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

4 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 (8" + " ) - E RSS OR SHOULER 600 (2-0") 300 (1-0") R=300 (") TRFFI SIE RRIER (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 FOR PROPER GROUNING OF GLV STEEL ONUIT OR NON-METLLI ONUIT, SEE PU 408 SETION 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

5 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 (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 " 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

6 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 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 (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

7 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 () SEE NOTE 2 (1-) SEE NOTE 2 FULL (1) () 27 (GGE ) FULL 3 () 3 25 () (1) S REQUIRE () (1-) S REQUIRE 3 25 () S REQUIRE () ()(1-) SUPPORT NGLE M 25 OMPRESSION FLNGE OMPRESSION FLNGE 50 () () 50 EN LOSURES SEE () "TYPES OF EN LOSURES", SHEET 1, ESIGN SPN () OMPRESSION FLNGE 27 (GGE ) () (), 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 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 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

8 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 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 ie S REQ = = 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 = = 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) = 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) (mm) < < NOTE: OMPUTTIONS RE REQUIRE FOR SPNS IN EESS OF 3657 mm LONG WITH SHOP RWINGS = MULTIPLY VLUES OF S SHOWN IN TLE Y: 100 FOR GRES 340 N FOR GRE FOR GRE 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: 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 STNR PERMNENT METL EK FORMS OT, 2010 REOMMENE OT, 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

9 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 SPN < S, SETION MOULUS IN/FT T, SL THIKNESS, INHES , ESIGN SPN 4 I, MOMENT OF INERTI IN /FT < T, SL THIKNESS, INHES METL FORM, SEE SHEET 1, TYPIL LONGITUINL SETION TYPIL LONGITUINL SETION OF EK SL WITH METL FORM " " " " " " ESIGN SPEIFITIONS " ESIGN THE METL FORMS ON THE SIS OF THE E LO OF THE FORM, REINFOREMENT N PLSTI ONRETE PLUS 50 POUNS PER SQURE FOOT FOR ONSTRUTION LOS USE UNIT WORKING STRESS IN THE STEEL SHEET S FOLLOWS: MTERIL GRE STM 653/ 653M YIEL LLOWLE STRESS " OR 924/ 924M (PSI) (PSI) " ,000 23, ,000, " ,000 29, " ,000 36, " ,000 36, O NOT LLOW EFLETION UNER THE WEIGHT OF THE FORMS, PLSTI " ONRETE N REINFOREMENT TO EEE /0 OF THE FORM SPN OR INH WHIHEVER IS LESS IN NO SE IS THE LOING FOR EFLETION LULTION TO E LESS THN 0 PSF TOTL FOR SPNS IN EESS OF TEN FEET THE PERMISSILE EFLETION IS NOT TO EEE INH OR /240 WHIHEVER IS LESS SE THE PERMISSILE FORM MER ON THE TUL E LO 5-5" ONITION O NOT USE MER TO OMPENSTE FOR EFLETION IN EESS OF THE FOREGOING LIMITS 5-7" " " EMPLES " EMPLE # " GIVEN: STEEL I-EM RIGE, OMPOSITE ESIGN EM SPING = 7-10" TO EM FLNGE WITH = " SL THIKNESS T = 85" ( L) REQUIRE: SETION MOULUS S, N MOMENT OF INERTI I " FOR METL FORM SETION, GRE 40 MTERIL " SOLUTION: ESIGN SPN (FROM SHEET 2 FOR ONITION 1) = " (7-10") - (") - () = 6-8" " FROM TLE, FOR = 6-8" N T = 8" " S = 31 IN /FT N I = 4131 IN /FT FOR GRE 40 MTERIL, MULTIPLY S Y 124 ie S REQ = = 3944 IN " /FT I REQ = 4131 IN /FT EMPLE # GIVEN: STEEL I-EM RIGE, NON-OMPOSITE ESIGN " EM SPING = 7-10" TO EM FLNGE WITH = " " SL THIKNESS T = 85" ( L) " REQUIRE: SETION MOULUS S, N MOMENT OF INERTI I " FOR METL FORM SETION, GRE 50 MTERIL, " SUPPORT ETIL S PER TOP FLNGE-OMPRESSION, S SHOWN ON SHEET " SOLUTION: ESIGN SPN (FROM SHEET 2 FOR ONITION 2) = (7-10") - (") - () = 6 - FROM TLE, FOR = 6 - N T = 8" S = 2871 IN /FT N I = 3542 IN /FT FOR GRE 50 MTERIL, MULTIPLY S Y " ie S REQ = = 2871 IN 3 /FT I REQ = 3542 IN /FT " " LEGEN " " MULTIPLY VLUES OF S SHOWN IN TLE Y: FOR GRES 50 N " FOR GRE FOR GRE FOR GRE = 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 TWO INHES FOR ONITION 1 N SI INHES FOR " ONITION " = OMPUTE PHYSIL ESIGN PROPERTIES IN ORNE " WITH THE REQUIREMENTS OF THE MERIN IRON N STEEL INSTITUTE SPEIFITION FOR THE ESIGN OF OL FORME " STEEL STRUTURLMEMERS, LTEST PULISHE EITION NOTE: OMPUTTIONS RE REQUIRE FOR SPNS IN EESS OF FEET LONG WITH SHOP RWINGS GENERL NOTE: " " 10-8" 10-9" 10-10" " " " 11-8" 11-9" 11-10" " 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 HIEF RIGE ENGINEER STNR PERMNENT METL EK FORMS OT, 2010 REOMMENE OT, 2010 IRETOR, UREU OF ESIGN SHEET 4 OF 4-732M

10 10 (") WSHER 50 () 1 NORML OUTSIE IMETER 2 60 (2 ") 60 (2 ") 90 (3 ") 90 (3 ") THREE STEEL INSERT, SEE ETIL 30 (1 ") + GRIP THIKNESS THREE = 30 (1 ") () L1 () 30 (1 ") MINIMUM THREE 1-( ) 1-(090"+005") ( ") 15 GROOVE IMETER 64 ( ") ( ") ( ") 2-( ) 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 (8") 5 (9") M PRLLEL TO EGE FOR IMENSIONS, SEE TLE 2 THREE STEEL INSERT, SEE ETIL TLE 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") () () (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 L LL IMENSIONS RE IN MILLIMETERS UNLESS OTHERWISE NOTE US USTOMRY UNITS IN () PRENTHESES 2 PROVIE MTERILS N WORKMNSHIP IN ORNE WITH SPEIFITIONS PULITION 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 (") PROVIE GLVNIZE STM 307 GRE P SREWS N WSHERS ONFORMING TO SETION 1105 OF PULITION 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 (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 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

11 97 (3 ") 10 (") () () () () 194 (7 ") (2 ") (2 ") 194 (7 ") 194 (7 ") 10 (") (TYP) (1 ") (1 ") (1 ") (1 ") ( ") () () (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 mm (028) STEEL WIRE 200 (8") 5 (9") M 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 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 ()() 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

12 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

13 (") 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 ("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 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 ("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

14 GENERL NOTES: VRIES 1 LL REINFOREMENT STEEL RS SHOWN MEET THE REQUIREMENTS OF STM 6, STNR REINFOREMENT RS 996 OR 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 # () INITE STEEL WIRE FRI Y LETTER (W FOR SMOOTH WIRE, FOR EFORME WIRE) FOLLOWE Y NUMER WHIH INITES THE RE OF THE WIRE # 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 # () 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 # # 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" " 1-7" " 8" " 2 - STYLE ESIGNTION ROLLS 6x6-WxW 6x6-W20xW20 6x6-W29xW29 6x6-W40xW40 STEEL RE SQ IN PER FT LONGIT TRNS WEIGHT PPRO LS PER 100 SF x4-WxW x4-W20xW ETILING 4x4-W29xW IMENSION ETILING 4x4-W40xW HOOKS STIRRUPS 135 HOOKS db J IMENSION db SHEETS 6x6-W29xW29 6x6-W40xW40 6x6-W55xW (TIES SIMILR) 4x4-W40xW = 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 # 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

15 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 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 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 ) # 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 # # # #4 # 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 # NNOT E LESS THN " #7 #8 # GUIELINES FOR USE OF EVELOPMENT N NOTES FOR EFORME RS IN TENSION # # SPLIE OF EFORME RS IN TENSION (TLES, N ): # 5 # 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 # 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 # LP SPLIE : #9 100 #10127 #11156 #5 # f c = 4000 PSI (LSS OR P) 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) 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) EVELOPMENT OF STNR HOOKS IN TENSION FOR REINFORING STEEL GRES 40 N 60 SHTO LRF SPEIFITION, RTILE < 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 # # # R SIZE #3 #4 #5 # R ROSS SETION b RE (SQ IN) LL RS EEPT TOP RS f =40 KSI (GRE 40) TOP RS 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 R SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 R d b I OF (IN) f =3,000 PSI f =3,500 PSI f =4,000 PSI LL RS LL RS LL RS d h (IN) d h (IN) d h(in) f =4,500 PSI LL RS d h(in) d 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 # # # NOTE: 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, dh FRITION ETILS # OVER ON R ETENSION EYON HOOK IS NOT LESS THN REOMMENE MY, 20 REOMMENE MY, 20 SHEET 2 OF 3 # INRESE THE EVELOPMENT, dh, Y 12 FOR EPOY OTE HOOKS IN TENSION HIEF RIGE ENGINEER TING IR, UR OF PROJET IRETOR -736M

16 EVELOPMENT N LP SPLIE OF EFORME RS IN TENSION SHTO LRF SPEIFITIONS, RTILES 5111, 5112 N 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) # # # # # # # # # # # # # # # # # # # # # # 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) # # # # # # # # # # # # # # # # # # # # # # 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) # # # # # # # # # # # # # # # # # # # # # # 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 # # #4 #5 # #4 #5 # STNR #7 # #7 # REINFOREMENT R # # # # # # FRITION ETILS # # # # REOMMENE MY, 20 REOMMENE MY, 20 SHEET 3 OF 3 HIEF RIGE ENGINEER TING IR, UR OF PROJET IRETOR -736M