STANDARD SHOP DRAWING DETAILS 01/15/2019
STANDARD SHOP DRAWING DETAILS01/15/2019http://www.atmiprecast.com960 RIDGEWAY AVEAURORA, IL 60506630-896-4679
XXSTANDARD PANEL CROSS SECTIONS09/06/2018D63B HEAVY-DUTY SPANDREL TO COLUMN - JOINT12/11/2018D1ABASE CONNECTION AT TRENCH FOOTING308/15/2018D63C SPANDREL TO COLUMN - JOINT12/11/2018D1BBASE CONNECTION AT TRENCH FOOTING208/15/2018D63D HEAVY-DUTY SPANDREL TO COLUMN - JOINT12/11/2018D2BASE CONNECTION AT WIDE STEM WALL108/31/2018D66VERTICAL/HORIZONTAL REVEAL01/09/2017D4FLOOR TIE01/09/2017D67CAULK CORNER01/09/2017D20BEAM POCKET08/31/2018D681/2" EDGE CHAMFER01/09/201701/09/2017D693/4" EDGE CHAMFER01/09/201708/31/2018D703/4" EDGE CHAMFER ON EACH FACE01/09/201701/09/2017D71DRIP REVEAL01/09/20171BEAM POCKET EXPLODED VIEW &D20ABENLARGED DETAILD21BEAM POCKET AT JOINT (SECTION)1D21A BEAM POCKET AT JOINT (ELEVATION)D23BEARING EMBED112/08/2017D72SILL WASH01/09/2017D30JOIST GIRDER POCKET108/31/2018D73PANEL JOINT01/09/2017209/14/2018D74FIRE RATED PANEL JOINT01/09/201701/09/2017D75REINFORCING AROUND OPENINGS110/17/201801/09/2017D80PLANK BEARING ANGLE112/08/201701/12/2018D81PLANK BEARING EMBED112/08/2017D31D32JOIST GIRDER POCKET ATPANEL JOINT (SECTION)JOIST GIRDER POCKET ATPANEL JOINT (ELEVATION)D36BEARING ANGLED37BEARING EMBEDD40DECK BEARING EMBED ANGLE01/09/2017D82PLANK BEARING T/PRECAST01/09/2017D41DECK BEARING ATINTERMITTENT EMBED01/09/2017D83PLANK NON-BEARING01/09/2017D44ALIGNMENT CONNECTION01/09/2017D90UTILITY ROOM SLAB BEARING01/09/2017D45EXPANSION JOINT ALIGNMENTCONNECTION12/08/2017D91INSIDE BEARING UTILITY ROOM01/09/2017D46PANEL CONNECTION01/09/2017D92NON-BEARING UTILITY ROOM01/09/2017D47SHEAR CONNECTION01/09/2017D93UTILITY ROOM SLAB TO SLABINTERMITTENT CONNECTION01/09/2017D50MITER CORNER01/09/2017D94UTILITY ROOM SLAB BEARING DETAIL01/09/2017D51OUTSIDE BUTT CORNER01/09/2017D52INSIDE BUTT CORNER01/09/2017D53OVERLAP CORNER01/09/2017D54HIDDEN PANEL CONNECTION01/09/2017D60SPANDREL SUPPORT111/14/2017D61HEAVY SPANDREL SUPPORT111/14/201711D62A SPANDREL TO STEEL COLUMN12/11/2018D62B HEAVY-DUTY SPANDREL TO STEEL COLUMN12/11/2018D62C SPANDREL TO STEEL COLUMN12/11/2018D62D HEAVY-DUTY SPANDREL TO STEEL COLUMN12/11/2018D63A SPANDREL TO COLUMN - JOINT12/11/2018TITLE:SHOP DRAWING :0ATMI
EXPANDED POLYSTYRENE (EPS) INSULATION 2912"FLOAT FINISH3"3" INSULSEE ELEVATIONS 1OF312"7" 434 TRUSS (TYP)XXFORM FINISH (UNO) 39 1/2" PANEL SECTIONSCALE: 3/8" 1'-0"EXPANDED POLYSTYRENE (EPS) INSULATION 23"4" INSULSEE ELEVATIONS 11012"FLOAT FINISHOF312"8" 434 TRUSS (TYP)XXFORM FINISH (UNO) 310 1/2" PANEL SECTIONSCALE: 3/8" 1'-0"3"EXPANDED POLYSTYRENE (EPS) INSULATION 2FLOAT FINISH312"512" INSULSEE ELEVATIONS 1FORM FINISH (UNO)12"OFXX9" 434 TRUSS (TYP)312" PANEL SECTIONSCALE: 3/8" 1'-0"NOTES:1. PANEL WIDTHS SHOWN ON ELEVATIONS ARE NOMINAL PANEL WIDTHS. ACTUAL PANEL SIZEACCOUNTS FOR PRECAST JOINTS (ATMI STANDARD DETAIL D73).2. INSULATION MAY NOT BE CONTINUOUS AS SHOWN. SOLID AREAS ARE REQUIRED AT DUNNAGE,EMBEDDED MATERIAL LOCATIONS, AND ANY AREAS DEEMED NECESSARY TO MAINTAIN THESTRUCTURAL INTEGRITY OF THE PRECAST MEMBER.3. CONCRETE IS COMPOSED OF NATURAL MATERIALS. VARIATIONS IN AESTHETIC APPEARANCE(e.g. COLOR, TEXTURE) SHOULD BE EXPECTED WITH ATMI PRECAST'S STANDARD GRAY MIX.4. REFER TO INDIVIDUAL PANEL MANUFACTURING DRAWINGS FOR STRAND, TRUSS, AND REBARLOCATIONS.TITLE:STANDARD PANEL CROSS 0BY:ATMIXX
OFEQ1"EQP-03E4"FIN FLR1/41/2" ABOVE B/PNL3E-531/4T/FTG31" SHIM &GROUT1"F-042" INSULATION (MAX)FOOTING(SIZE VARIES)BY OTHERSD1ABASE CONNECTIONAT TRENCH FOOTINGSCALE: 3/4" 1'-0"EMBEDDESCRIPTIONP-03EPL1/2"x8"x8" w/ (4) 1/2"ØX 5" HSE-53PL 1/2"x6"x6", GRADE 50 KSIF-04PL1/2"x8"x8" w/ (4) 1/2"ØX 5" HSTITLE:SHOP DRAWING Y:308/15/2018ATMID1A
OFEQEQP-311'-4" MINSOLID4"3"1/41/2" ABOVE B/PNL4E-501/4T/FTG31" SHIM &GROUTF-042" INSULATION (MAX)FOOTING(SIZE VARIES)BY OTHERSD1BBASE CONNECTIONAT TRENCH FOOTINGSCALE: 3/4" 1'-0"EMBEDDESCRIPTIONP-31PL1/2"x10"x1'-4" w/ (6) 1/2"ØX 5" HSE-50L4"x3"x3/8"x0'-7"F-04PL1/2"x8"x8" w/ (4) 1/2"ØX 5" HSTITLE:SHOP DRAWING Y:208/15/2018ATMID1B
NOTE:ATMI RECOMMENDS ADDING CHAMFERED EDGE TO THEOUTSIDE FACE TOP EDGE OF STEM WALLS TO REDUCECHIPPING & SPALLING DURING TYPICAL PRECASTERECTION.OF2" MIN1"P-03EFIN FLR1/431/2" ABOVE B/PNLE-533/4" CHAMFER1/431" SHIM &GROUTT/FTGF-04SEE NOTESTEM WALL(SIZE VARIES)BY OTHERSD2BASE CONNECTIONAT STEM WALLSCALE: 3/4" 1'-0"EMBEDDESCRIPTIONP-03EPL1/2"x8"x8" w/ (4) 1/2"ØX 5" HSE-53PL 1/2"x6"x6", GRADE 50 KSIF-04PL1/2"x8"x8" w/ (4) 1/2"ØX 5" HSTITLE:SHOP DRAWING Y:108/31/2018ATMID2
NOTES:1. DESIGN OF COIL ROD BASED ON4-INCH THICK (MINIMUM)CONVENTIONAL, CAST-IN-PLACECONCRETE SOG WITH AN f'c 3,000 PSI. EOR TO NOTIFY ATMIOF ANY EXCEPTIONS TAKEN.2. EOR TO VERIFY REQUIREMENTOF SOG REINFORCEMENT BASEDON SERVICE LOADS INDICATEDIN THE ADJACENT TABLE. THESELOADS HAVE BEEN CALCULATEDBY ATMI BASED ON PROJECTWIND DESIGN CRITERIA FORCOMPONENTS AND CLADDINGSPECIFIED BY EOR.SERVICE LOADS IMPOSED BY PANEL ON SOGLOCATION-D L (GRAVITY) klfT klf W klf H klfXXXX-XXXX-XXXXD- DEAD, L-LIVE, T-TEMPERATURE, W-WIND,H-LATERAL EARTH PRESSUREOFP-04, SEE ELEVATIONS FORLOCATIONSCOMPRESSIBLE FILL MATERIALAND JOINT SEALANT BY OTHERSDESCRIPTIONP-043/4"Øx2 1/8"x4 1/2"EXPANDED COILINSERT (CONAC#C56C-3/4SC)E-463/4"x3'-0" COIL RODD41/2 OF SOGTHICKNESSEMBED1"SLAB-ON-GRADE (SOG) BY OTHERSFIN FLRE-46, SUPPLIED BYATMI, INSTALLED BYOTHERSFLOOR TIESCALE: 3/4" 1'-0"DESIGN NOTES FOR AOR/EOR/GC:1.2.AT LOCATIONS WHERE THE PANEL EXTENDS MORE THAN 3'-0" BELOW SLAB-ON-GRADE(SOG), ATMI PRECAST RELIES ON THE FLOOR TIE (COIL ROD INSERTS) TO BRACE PRECASTWALL PANELS TO THE SOG. THE LATERAL LOAD (FORCE) IMPARTED ON THE FLOOR MUSTBE RESISTED BY THE SOG AND MUST BE TAKEN INTO ACCOUNT IN THE ANALYSIS/DESIGNOF SOG BY THE ENGINEER OF RECORD.IF AN ALTERNATIVE DETAIL IS REQUIRED, RE-DESIGN AND RE-PRICING OF PRECAST WILLBE REQUIRED.TITLE:FLOOR TIE :0ATMID4
POCKET:WIDTH 1'-2"HEIGHT BEAM DEPTH 5"WHEN T/POCKET 6" FROM T/PC, POCKET ISEXTENDED TO TOP OF PANEL.T/PCSLOT IN BEAM FLANGE TOALLOW HORIZONTALMOVEMENT BY OTHERSBEAM DEPTHT/STEEL4"6"BRIDGING ANGLE ACROSS POCKET AS SPECIFIEDBY EOR, FURNISHED AND INSTALLED BY OTHERSD20A2"8"1"12'-6"6"P-08CPKT12"612"D20BEAM POCKETEMBEDDESCRIPTIONP-08CL8x6x1/2x1'-2" w/ (4) 5/8"Øx6" HS &(2) 5/8"Ø x 2'-0" DBASCALE: 3/4" 1'-0"TITLE:SHOP DRAWING Y:108/31/2018ATMID20
3/16" END PLATE (MIN) WELDED TO BEAM, SPECIFIEDBY EOR AND PROVIDED BY OTHERSHAND TIGHTEN NUT w/ WASHER, BY OTHERS.BURR THREADS AFTER INSTALLATIONSTEEL BEAM w/ SLOTTED HOLES IN BOTTOMFLANGE, SLOT DIMENSION AND BEAM BY OTHERS1/2" THICK MASTICORDBEARING PAD w/ DYNALON (PTFE)TOP (BEARING AGAINST BOTTOMOF STEEL BEAM), BY OTHERS(2) 3/4"Ø WELDABLE THREADED RODS TOCONNECTION PLATE BELOW, BY OTHERS1/2" STEEL CONNECTION PLATE, BY OTHERSP-08CSTEEL BEAM & ASSEMBLY BY OTHERS REFEREXPLODED VIEW (D20B) FOR MATERIAL INFORMATIONEXPLODED VIEW1/2"1/4" MIN.1"BY OTHERS1/2"D20BP-08CD20AENLARGED DETAILTITLE:SHOP DRAWING Y:0ATMID20AB
POCKET:WIDTH 1'-2"HEIGHT BEAM DEPTH 5 1/2"WHEN T/POCKET 6" FROM T/PC, POCKET ISEXTENDED TO TOP OF PANEL.T/PCSLOT IN BEAM FLANGE TOALLOW HORIZONTALMOVEMENT BY OTHERSBEAM DEPTHT/STEEL4"6"BRIDGING ACROSS POCKET AS SPECIFIED BYEOR, FURNISHED AND INSTALLED BY OTHERD21A2"8"112"12'-6"6"P-08CPKT12"612"D21BEAM POCKET AT JOINTEMBEDDESCRIPTIONP-08CL8x6x1/2X1'-2" w/ (4) 5/8"Øx6" HS &(2) 5/8"Ø x 2'-0" DBASCALE: 3/4" 1'-0"TITLE:SHOP DRAWING Y:108/31/2018ATMID21
1/2" THICK MASTICORDBEARING PAD w/ DYNALON (PTFE)TOP (BEARING AGAINST BOTTOMOF STEEL BEAM), BY OTHERS1"1" STEEL CONNECTION PLATE,BY OTHERS1 1/2"1/2"BY OTHERSP-08CAENLARGED DETAILDECK SUPPORTBRIDGING ACROSS POCKETAS REQUIRED BY OTHERSSEE 'A'P-08CD21ANOTE:STEEL BEAM & ASSEMBLYBY OTHERS REFER TOEXPLODED VIEWS (D20B,SIM) FOR MATERIALSINFORMATION.BEAM POCKET AT JOINTSCALE: 3/4" 1'-0"TITLE:SHOP DRAWING Y:0ATMID21A
6"EMBED, SEE CHARTON STEEL BEAMSTEEL BEAM, BY OTHERS6"CENTER EMBEDT/STEELD23BEARING EMBEDSCALE: 3/4" 1'-0"DTL #EMBEDDESCRIPTIOND23P-15PL1/2"x1'-0"x2'-0" w/ (8) 5/8"Øx 6" HSD23AP-15APL1/2"x1'-0"x3'-0" w/ (12) 5/8"Øx 6" HSD23BP-15BPL3/8"x1'-0"x1'-0" w/ (6) 1/2"Øx 4" HSD23CP-15CPL3/8"x1'-0"x1'-6" w/ (6) 1/2"Øx 4" HSD23DP-17PL3/8"x8"x1'-0" w/ (6) 1/2"Øx 4" HSTITLE:SHOP DRAWING Y:112/08/17ATMID23
POCKET:WIDTH 1'-2"HEIGHT BEAM DEPTH 4"WHEN T/POCKET 6" FROM T/PC, POCKETIS EXTENDED TO TOP OF PANEL.T/PCSEE NOTEJOIST GIRDER,BY OTHERS8"JOIST GIRDER DEPTHT/JG4"BRIDGING ANGLE ACROSS POCKET AS SPECIFIEDBY EOR, FURNISHED AND INSTALLED BY OTHERS6"P-08CPKT1STABILIZER PLATE,BY OTHERS2"6" 2"61D30NOTE:EOR TO DETERMINE WELDSIZE/LENGTH TO TRANSFERDIAPHRAGM SHEAR AND/ORNu FORCE AS WELL MEETSTRUCTURAL INTEGRITYLOAD REQUIREMENTS OFASCE 7.2"P-03JOIST GIRDER POCKETSCALE: 3/4" 1'-0"EMBEDDESCRIPTIONP-08CL8x6x1/2x1'-2" w/ (4) 5/8"Øx6" HS &(2) 5/8"Ø x 2'-0" DBAP-03PL3/8"x8"x8" w/ (4) 1/2"Øx4" HSTITLE:SHOP DRAWING Y:108/31/2018ATMID30
POCKET:WIDTH 1'-2"HEIGHT BEAM DEPTH 4"WHEN T/POCKET 6" FROM T/PC, POCKETIS EXTENDED TO TOP OF PANEL.T/PCSEATSEE NOTEJOIST GIRDER,BY OTHERSD328"6"E-15P-08CPKT1NOTE:EOR TO DETERMINE WELDSIZE/LENGTH TO TRANSFERDIAPHRAGM SHEAR AND/ORNu FORCE AS WELL MEETSTRUCTURAL INTEGRITYLOAD REQUIREMENTS OFASCE 7.2"STABILIZER PLATE,BY OTHERS612"6"2"JOIST GIRDER DEPTH1"JOISTT/JG4"BRIDGING ANGLE ACROSS POCKET AS SPECIFIEDBY EOR, FURNISHED AND INSTALLED BY OTHERSD31P-03JOIST GIRDER POCKETAT PANEL JOINTSCALE: 3/4" 1'-0"EMBEDDESCRIPTIONP-08CL8x6x1/2x1'-2" w/ (4) 5/8"Øx6" HS &(2) 5/8"Ø x 2'-0" DBAP-03PL3/8"x8"x8" w/ (4) 1/2"Øx4" HSE-15PL1"x6"x1'-6"TITLE:SHOP DRAWING Y:209/14/2018ATMID31
1'-2"EQJT1'-2"BRIDGING ANGLE ACROSS POCKETAS REQUIRED, BY OTHERSEQ1'-6"D321/44EOR TO INFORM ATMI OFANY EXCEPTIONS TAKEN8"E-15 BRIDGING PLATEGRIDERSEATDECK BEARING ANGLEP-08CJOIST GIRDER, BY OTHERSP-03JOIST GIRDER POCKETAT PANEL JOINTSCALE: 3/4" 1'-0"TITLE:SHOP DRAWING Y:0ATMID32
512"OF12"3"3"6"6"JOIST BRG6"JOIST, BY OTHERSP-12(4) #4 REBARD36BEARING ANGLESCALE: 3/4" 1'-0"EMBEDDESCRIPTIONP-12L6x6x1/2 w/ 1/2"Øx6" HS @ 12"TITLE:SHOP DRAWING Y:0ATMID36
NOTE:EMBED PLATE MAY BE CAST TIPPED OR NOT CAST FLUSHWHILE STILL REMAINING WITHIN PCI TOLERENCES. EOR TOREVIEW THE FINAL CONFIGURATION OF THE INSTALLEDEMBED WITH GC AND PROVIDE THE STEEL FABRICATORWITH A DETAIL (USE OF SHIM BARS OR PLATES TOCOMPENSATE FOR THE PRECAST EMBED TOLERENCES)THAT FACILITATES THE WELD CONNECTION BETWEEN THEBEARING STEEL AND THE EMBED.3" 1"JOIST, BY OTHERSD37P-17, AS REQUIRED1"6"1'-0"JOIST BRG6"BEARING SUPPORT SUPPLIED& INSTALLED BY OTHERS(4) #4 REBARBEARING EMBEDSCALE: 3/4" 1'-0"EMBEDDESCRIPTIONP-17PL3/8"x1'-0"x8" w/ (6)1/2"Øx4" HSTITLE:SHOP DRAWING Y:1ATMID37
NOTE:BEARING ANGLE IS DISCONTINUOUS ATPRECAST JOINTS. IF SPLICE IS REQUIREDBY EOR, CONNECTION IS NOT BY ATMI.EOR TO COORDINATE WITH GC.OF33 4"6"3"DECK BRGSTEEL DECK(SPAN DIRECTION VARIES)BY OTHERS6"P-10D40DECK BEARINGAT EMBED ANGLESCALE: 3/4" 1'-0"EMBEDDESCRIPTIONP-10L4x3x1/4 w/ 1/2"Øx4" HS @ 18"TITLE:SHOP DRAWING Y:0ATMID40
2"STEEL DECK(SPAN DIRECTION VARIES)BY OTHERSBEARING SUPPORT SUPPLIED& INSTALLED BY OTHERS2"6"DECK BRG6" 2" 6"NOTE:EMBED PLATE MAY BE CAST TIPPED OR NOT CAST FLUSHWHILE STILL REMAINING WITHIN PCI TOLERENCES. EOR TOREVIEW THE FINAL CONFIGURATION OF THE INSTALLEDEMBED WITH GC AND PROVIDE THE STEEL FABRICATORWITH A DETAIL (USE OF SHIM BARS OR PLATES TOCOMPENSATE FOR THE PRECAST EMBED TOLERENCES)THAT FACILITATES THE WELD CONNECTION BETWEEN THEBEARING STEEL AND THE EMBED.P-03 @ 4'-0" UNO BY EOR(4) #4 REBARD41DECK BEARING ATINTERMITTENT EMBEDSCALE: 3/4" 1'-0"EMBEDDESCRIPTIONP-03PL3/8"x8"x8" w/ (4)1/2"Øx4" HSTITLE:SHOP DRAWING Y:0ATMID41
MAX, PER JVIRECOMMENDATIONS1/41"2 1/2P-30OFE-401'-0" HORIZX 2'-6" VERT1'-0" HORIZX 2'-6" VERTJTINSULATION HOLDINSULATION HOLDEMBEDD44ALIGNMENT CONNECTIONSCALE: 1 1/2" 1'-0"DESCRIPTIONP-30JVI VECTOR CONNECTORE-40PL1/2"x1"x3"TITLE:SHOP DRAWING Y:0ATMID44
NOTE:STANDARD DETAIL ALLOWS FORMAXIMUM 3" EXPANSION JOINT.1'-8" SOLID1EJ2"21/41/422"2"1'-8" SOLID312"E-52312"P-071/2" RECESS,BOTH SIDES OF EJ12"EDGE OF INSULATION, TYP6" SOLID ALONG ENTIREPANEL EDGE AT EJD45EXPANSION JOINTALIGNMENT CONNECTIONSCALE: 3/4" 1'-0"EMBEDDESCRIPTIONP-07L6x4x1/2x0'-8" w/ (2) 1/2"ØX 4" HS &(2) 5/8"Øx 1'-6" DBAE-52PL1/2"x2"x8"TITLE:SHOP DRAWING Y:112/08/2017ATMID45
RECESSE-122"1/41 1/4" RETURNS61P-07OF1'-8" X 1'-8"JT1'-8" X 1'-8"INSULATION HOLD INSULATION HOLDD46PANEL CONNECTIONSCALE: 3/4" 1'-0"EMBEDDESCRIPTIONP-07L6x4x1/2x0'-8" w/ (2) 1/2"ØX 4" HS &(2) 5/8"Øx 1'-6" DBAE-12PL1/2"x4"x6"TITLE:SHOP DRAWING Y:0ATMID46
2" RECESSE-4911 4"61/4P-13OF2'-0" HORIZ X4'-2" VERTINSULATION HOLDD47SHEAR CONNECTIONSCALE: 3/4" 1'-0"2'-0" HORIZ X4'-2" VERTJTINSULATION HOLDEMBEDDESCRIPTIONP-13L4x3x3/8x0'-8" w/ (2) 1/2"ØX 4" HS &(1) #6x 5'-3" BENT REBARE-49PL1"x1 1/4"x0'-7"TITLE:SHOP DRAWING Y:0ATMID47
OFP-09, 1/2" RECESS6"1/42" RETURNS4E-25P-09, 1/2" RECESS3 4114""OF11D50MITER CORNERSCALE: 3/4" 1'-0"4"6"EMBEDDESCRIPTIONP-09PL3/8"x6"x8" w/ (4) 1/2"ØX 4" HS & (2)1/2"Øx 2'-6" DBAE-25L4x4x3/8x0'-4"TITLE:SHOP DRAWING Y:0ATMID50
INSULATION HOLD1'-8" X 1'-8"OFP-07, 1/2" RECESS1/4E-25P-09, 1/2" RECESSOFPANELTHICKNESS -1"D512" RETURNS46"OUTSIDE BUTT CORNERSCALE: 3/4" 1'-0"6"EMBEDDESCRIPTIONP-07L6x4x3/8x0'-8" w/ (2) 1/2"ØX 4" HS &(2) 5/8"Øx 1'-6" DBAP-09PL3/8"x6"x8" w/ (4) 1/2"ØX 4" HS & (2)1/2"Øx 2'-6" DBAE-25L4x4x3/8x0'-4"TITLE:SHOP DRAWING Y:0ATMID51
JTREVEALS ON THIS FACEARE TERMINATED 1 1/2"PAST OUTSIDE FACE OFPERPENDICULAR PANELP-07, 1/2" RECESS41/42" RETURNSE-126"1'-8" X 1'-8"3/4" CHAMFERINSULATION HOLDOFOFP-07, 1/2" RECESS1'-8" X 1'-8"INSULATION HOLDD52INSIDE BUTT CORNERSCALE: 3/4" 1'-0"EMBEDDESCRIPTIONP-07L6x4x3/8x0'-8" w/ (2) 1/2"ØX 4" HS &(2) 5/8"Øx 1'-6" DBAE-12PL1/2"x4"x6"TITLE:SHOP DRAWING Y:0ATMID52
P-07, 1/2" RECESS1'-8" X 1'-8"INSULATION HOLD41/42" RETURNSE-25P-09, 1/2" RECESSJTOFREVEALS ON THIS FACEARE TERMINATED 1 1/2"PAST OUTSIDE FACE OFPERPENDICULAR PANELOF6"6"OVERLAP -1"D53OVERLAP CORNERSCALE: 3/4" 1'-0"EMBEDDESCRIPTIONP-07L6x4x3/8x0'-8" w/ (2) 1/2"ØX 4" HS &(2) 5/8"Øx 1'-6" DBAP-09PL3/8"x6"x8" w/ (4) 1/2"ØX 4" HS & (2)1/2"Øx 2'-6" DBAE-25L4x4x3/8x0'-4"TITLE:SHOP DRAWING Y:0ATMID53
OFOF2" JTP-03D1"8"P-03D1ROSCOE4D54HIDDEN PANEL CONNECTIONSCALE: 1 1/2" 1'-0"EMBEDDESCRIPTIONP-03DPL3/8"x8"x8" w/ (4) 1/2"ØX 4" HS& (2) 1/2"Øx 2'-6" DBAROSCOE 1/2"Øx0'-6" A706 WELDABLE REBARTITLE:SHOP DRAWING Y:0ATMID54
SPANDREL JT SUPPORTPANELP-07OFPANELSHIMS,AS REQUIRED(3) #4 HAIRPINSOF8"1"6"4"10"(4) #4 REBAR6"B3"1'-5"A5"E-308"4" 2"6"AD60P-064"2"11"#5 BARS(1)T & (1)BVIEW ASPANDREL SUPPORTBEMBEDDESCRIPTIONP-07L6x4x1/2x0'-8" w/ (2)1/2"ØX4" HS &(2)5/8"ØX18" DBAP-06HSS8x4x0.25x1'-2" w/(4)#4X 3'-6" REBARE-30HSS6x3x0.375x1'-7" w/(2)3"x3"x3/4" PLATE4"X4" STEEL SHIMSSCALE: 3/4" 1'-0"TITLE:SHOP DRAWING DETAILSPROJECT:STANDARDSISSUED:VIEW B01/09/2017REVISED:BY:111/14/17ATMID60
SPANDREL JT SUPPORTPANELP-07OFPANELSHIMS,AS REQUIRED(5) #4 HAIRPINSOF3"6"1"B8"1'-0"(4) #4 REBAR1'-7"4"AE-315"8"P-236"4"2"11"AD61#5 BARS(1)T & (1)BVIEW AHEAVYSPANDREL SUPPORTBEMBEDDESCRIPTIONP-07L6x4x1/2x0'-8" w/ (2)1/2"ØX4" HS &(2)5/8"ØX18" DBAP-23HSS10x4x0.25x1'-2" w/(4)#6X 5'-0" REBARE-31HSS8x3x0.375x1'-7" w/(2)3"x3"x3/4" PLATE4"X4" STEEL SHIMSSCALE: 3/4" 1'-0"TITLE:SHOP DRAWING DETAILSPROJECT:STANDARDSISSUED:VIEW B01/09/2017REVISED:BY:111/14/17ATMID61
112" MIN3 12" MAXT/PCSEE ELEVATIONSXAA1'-0"MINT/COLUMNSEE STRUCT. DWGSAATu,topXPANELBEYONDE-37P-29PuVIEW AABBBBT/BRGSEE TABLEP-32X1" SHIM4"x4" STEEL SHIMSTu,bot1'-0"MIN1"1/42TYPXD62ASPANDREL TO STEEL COL.SCALE: 3/4" 1'-0"6" MINTUBE HAUNCHDESIGN/INSTALLVIEW BB BY OTHERSLOADS IMPOSED BY PRECAST ON COLUMNTTELEVPuT/BRGu,botu,topLCX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)EMBEDDESCRIPTIONX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)P-32HSS8x4x0.25x1'-8" w/(4) #4 x 3'-2" REBARX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)P-29PSA SLOTTED INSERT MN62J BY JVI(#)E-37JVI NOTCHED STRAP NS09X/XXX XX'-XX"XXX kips XX.X kips XX.X kips4" x 4" STEEL SHIMS"LC" REFERS TO CONTROLLING, ULTIMATE LEVEL LOADCOMBINATION PER ASCE 7, SECTION 2.3.2TITLE:SHOP DRAWING Y:0ATMID62A
112" MIN3 12" MAXT/PCSEE ELEVATIONSAA1'-0"MINT/COLUMNSEE STRUCT. DWGSXAATu,topPANELBEYONDXPuE-37BBP-29BBVIEW AAT/BRGSEE TABLE1" SHIM4"x4" STEEL EL TO STEEL COL.SCALE: 3/4" 1'-0"1"X6" MINLOADS IMPOSED BY PRECAST ON COLUMNTTELEVPuT/BRGu,botu,topLCVIEW BBTUBE HAUNCHDESIGN/INSTALLBY OTHERSX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)EMBEDDESCRIPTIONX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)P-33HSS8x4x0.25x1'-8" w/(4) #6 x 4'-6" REBARX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)P-29PSA SLOTTED INSERT MN62J BY JVIE-37JVI NOTCHED STRAP NS09"LC" REFERS TO CONTROLLING, ULTIMATE LEVEL LOADCOMBINATION PER ASCE 7, SECTION 2.3.24" x 4" STEEL SHIMSTITLE:SHOP DRAWING Y:0ATMID62B
1 12" MIN3 12" MAXT/PCSEE ELEVATIONSXAA1'-0"MINT/COLUMNSEE STRUCT. DWGSAATu,topBYOTHERSXPANELBEYONDE-37P-29PuBBBBVIEW AA1'-0"MINT/BRGSEE TABLE1" SHIM4"x4" STEEL SHIMTu,botD62C1/4TYP2P-32XSPANDREL TO STEEL COL.1"SCALE: 3/4" 1'-0"XLOADS IMPOSED BY PRECAST ON COLUMNTTELEVPuT/BRGu,botu,topLCX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)"LC" REFERS TO CONTROLLING, ULTIMATE LEVEL LOADCOMBINATION PER ASCE 7, SECTION 2.3.2VIEW BBEMBEDDESCRIPTIONP-32HSS8x4x0.25x1'-8" w/(4) #4 x 3'-2" REBARP-29PSA SLOTTED INSERT MN62J BY JVIE-37JVI NOTCHED STRAP NS094" x 4" STEEL SHIMSTITLE:SHOP DRAWING DETAILSPROJECT:STANDARDSISSUED:TUBE HAUNCHDESIGN/INSTALLBY OTHERS12/11/2018REVISED:BY:0ATMID62C
1 12 MIN3 12" MAXT/PCSEE ELEVATIONSXAA1'-0"MINT/COLUMNSEE STRUCT. DWGSAATu,topBYOTHERSXPANELBEYONDE-37P-29PuBBVIEW AABB1'-0"MINT/BRGSEE TABLE1" SHIM4"x4" STEEL SHIMTu,botD62D1/4P-33XTYP2HEAVY-DUTYSPANDREL TO STEEL COL.1"XSCALE: 3/4" 1'-0"VIEW BBLOADS IMPOSED BY PRECAST ON COLUMNTTELEVPuT/BRGu,botu,topTUBE HAUNCHDESIGN/INSTALLBY OTHERSLCX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)EMBEDDESCRIPTIONX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)P-33HSS8x4x0.25x1'-8" w/(4) #6 x 4'-6" REBARX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)P-29PSA SLOTTED INSERT MN62J BY JVIE-37JVI NOTCHED STRAP NS09"LC" REFERS TO CONTROLLING, ULTIMATE LEVEL LOADCOMBINATION PER ASCE 7, SECTION 2.3.24" x 4" STEEL SHIMSTITLE:SHOP DRAWING Y:0ATMID62D
112" MIN3 12" MAXT/PCSEE ELEVATIONSXP-291'-0"MINT/COLUMNSEE STRUCT. DWGSAAE-37AATu,topPC JOINTXPuBBVIEW AABBT/BRGSEE TABLE1" SHIM4"x4" STEEL SHIMTu,botX1'-0"MINP-321/4TYP1"SPANDREL TO COL.-JOINTSCALE: 3/4" 1'-0"XPC JOINTD63A2LOADS IMPOSED BY PRECAST ON COLUMNTTELEVPuT/BRGu,botu,topTUBE HAUNCHDESIGN/INSTALLBY OTHERSLCVIEW BBX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)EMBEDDESCRIPTIONX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)P-32HSS8x4x0.25x1'-8" w/(4) #4 x 3'-2" REBARX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)P-29PSA SLOTTED INSERT MN62J BY JVIE-37JVI NOTCHED STRAP NS09"LC" REFERS TO CONTROLLING, ULTIMATE LEVEL LOADCOMBINATION PER ASCE 7, SECTION 2.3.24" x 4" STEEL SHIMSTITLE:SHOP DRAWING Y:0ATMID63A
112" MIN3 12" MAXT/PCSEE ELEVATIONSXP-29AA1'-0"MINT/COLUMNSEE STRUCT. DWGSE-37AATu,topPC JOINTXPuBBVIEW AABBT/BRGSEE TABLE1" SHIM4"x4" STEEL SHIMTu,botX1'-0"MINP-33TYP21"1/4SCALE: 3/4" 1'-0"XPC JOINTD63BHEAVY-DUTYSPANDREL TO COL.-JOINTLOADS IMPOSED BY PRECAST ON COLUMNTTELEVPuT/BRGu,botu,topTUBE HAUNCHDESIGN/INSTALLBY OTHERSLCVIEW BBX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)EMBEDDESCRIPTIONHSS8x4x0.25x1'-8" w/(4) #6 x 4'-6" REBARX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)P-33X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)P-29PSA SLOTTED INSERT MN62J BY JVIE-37JVI NOTCHED STRAP NS09"LC" REFERS TO CONTROLLING, ULTIMATE LEVEL LOADCOMBINATION PER ASCE 7, SECTION 2.3.24" x 4" STEEL SHIMSTITLE:SHOP DRAWING Y:0ATMID63B
1 12 " MIN3 12" MAXAAXT/COLUMNSEE STRUCT. DWGSP-29AAE-371'-0"MINT/PCSEE ELEVATIONSTu,topPC JOINTXPuBBBY OTHERSVIEW AABBT/BRGSEE TABLE1" SHIM4"x4" STEEL SHIMTu,bot1'-0"MINXP-321/4SCALE: 3/4" 1'-0"1"SPANDREL TO COL.-JOINTXPC JOINTD63CTYP2TUBE HAUNCHDESIGN/INSTALLBY OTHERSLOADS IMPOSED BY PRECAST ON COLUMNTTELEVPuT/BRGu,botu,topVIEW BBLCX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)EMBEDDESCRIPTIONX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)P-32HSS8x4x0.25x1'-8" w/(4) #4 x 3'-2" REBARX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)P-29PSA SLOTTED INSERT MN62J BY JVIE-37JVI NOTCHED STRAP NS09"LC" REFERS TO CONTROLLING, ULTIMATE LEVEL LOADCOMBINATION PER ASCE 7, SECTION 2.3.24" x 4" STEEL SHIMSTITLE:SHOP DRAWING Y:0ATMID63C
1 12" MIN3 12" MAXAAXT/COLUMNSEE STRUCT. DWGSP-29AAE-371'-0"MINT/PCSEE ELEVATIONSTu,topPC JOINTXPuBBBY OTHERSVIEW AABBT/BRGSEE TABLE1" SHIM4"x4" STEEL SHIMTu,bot1'-0"MINXHEAVY-DUTYSPANDREL TO COL.-JOINT1/4TYP2SCALE: 3/4" 1'-0"1"D63DP-33PC JOINTXLOADS IMPOSED BY PRECAST ON COLUMNTTELEVPuT/BRGu,botu,topTUBE HAUNCHDESIGN/INSTALL(BY OTHERS)LCVIEW BBX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)X/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)EMBEDDESCRIPTIONX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)P-33HSS8x4x0.25x1'-8" w/(4) #6 x 4'-6" REBARX/XXX XX'-XX"XXX kips XX.X kips XX.X kips(#)P-29PSA SLOTTED INSERT MN62J BY JVIE-37JVI NOTCHED STRAP NS09"LC" REFERS TO CONTROLLING, ULTIMATE LEVEL LOADCOMBINATION PER ASCE 7, SECTION 2.3.24" x 4" STEEL SHIMSTITLE:SHOP DRAWING Y:0ATMID63D
DRAFT2"112"DRAFTREVEAL DIMENSIONSEE ELEVAIONSOF12"(HORIZONTAL SHOWN, VERTICAL SIMILAR)D66VERTICAL/HORIZONTAL REVEALSCALE: 1 1/2" 1'-0"TITLE:SHOP DRAWING Y:0ATMID66
6"INSULATIONHOLD ATEXPOSED EDGESOFCAULK CORNERD67CAULK CORNERSCALE: 1 1/2" 1'-0"TITLE:SHOP DRAWING Y:0ATMID67
6"INSULATIONHOLD ATEXPOSED EDGESOF1/2" CHAMFERD681/2" EDGE CHAMFERSCALE: 1 1/2" 1'-0"TITLE:SHOP DRAWING Y:0ATMID68
6"INSULATIONHOLD ATEXPOSED EDGESOF3/4" CHAMFERD693/4" EDGE CHAMFERSCALE: 1 1/2" 1'-0"TITLE:SHOP DRAWING Y:0ATMID69
6"INSULATIONHOLD ATEXPOSED EDGESOF3/4" CHAMFERD703/4" EDGE CHAMFER ON EACH FACESCALE: 1 1/2" 1'-0"TITLE:SHOP DRAWING Y:0ATMID70
6"INSULATIONHOLDOF212"3D714"CONTINUOUSDRIP REVEALDRIP REVEALSCALE: 1 1/2" 1'-0"TITLE:SHOP DRAWING Y:0ATMID71
OF2"412"6"INSULATIONHOLD1CONTINUOUS WASHD72SILL WASHSCALE: 1 1/2" 1'-0"TITLE:SHOP DRAWING Y:0ATMID72
12"SEALANT & BACKER RODAS REQUIREDOF3/4" CHAMFER, TYPICALD73PANEL JOINTSCALE: 1 1/2" 1'-0"TITLE:SHOP DRAWING Y:0ATMID73
"A" SOLIDSEE TABLE12""A" SOLIDSEE TABLEOFFIRE RATED JOINT TREATMENTAS REQUIRED PER UL.SEE SUBMITTAL ELSEWHERE.SEALANT AND BACKER ROD3/4" CHAMFER, TYPICALD74FIRE RATED PANEL JOINTAFIRE RATING0"1 & 2 HOUR6"3 HOUR8"4 HOURSCALE: 1 1/2" 1'-0"TITLE:SHOP DRAWING Y:0ATMID74
PANELEDGE2"2'-0"(2) #5 REBAR, FULL WIDTHEACH FACE, ABOVE/BELOW OPENING6" SOLID (TYP)2'-0"RO2"112"PROVIDE (1) #5, EACH FACEADJACENT TO OPENINGD75L-BAR, REQUIRED WHENLEG LESS THAN 2'-0"REINFORCING AROUND OPENINGSSCALE: 3/4" 1'-0"TITLE:SHOP DRAWING Y:110/17/2018ATMID75
6"OFP-031" JT41/46"E-122" RETURNS41/4P-12512"TOPPINGBY OTHERS13"6"6"EMBED8" CONT.BRG STRIP3"PLANK5"T/ FLR(4) #4 REBARD80PLANK BEARING ANGLEEMBEDDESCRIPTIONP-03PL3/8"x8"x8" w/ (4) 1/2"ØX 4" HSP-12L6x6x1/2 w/ 1/2"Øx6" HS @ 12"E-12PL1/2"x4"x6"1/8"x CONTINUOUS BEARING STRIPSCALE: 3/4" 1'-0"TITLE:SHOP DRAWING Y:112/08/17ATMID80
6"P-031" JT41/46"E-122" RETURNS41/41"TOPPINGBY OTHERSEMBEDBEARING STEEL & 1/8" BEARING STRIPSUPPLIED & INSTALLED BY OTHERS6"9"3"1"PLANK5"T/ FLRP-17(4) #4 REBARD81PLANK BEARING EMBEDSCALE: 3/4" 1'-0"EMBEDDESCRIPTIONP-03PL3/8"x8"x8" w/ (4) 1/2"ØX 4" HSP-17PL3/8"x1'-0"x8" w/ (6)1/2"Øx4" HSE-12PL1/2"x4"x6"TITLE:SHOP DRAWING Y:112/08/17ATMID81
P-116"21/4E-12PLANK3"T/ PLANK3"1"P-12512"13"6"6"EMBED8" CONT.BRG STRIPOF(4) #4 REBARD82PLANK BEARING T/PRECASTEMBEDDESCRIPTIONP-11L4x3x1/4 w/ 1/2"Øx4" HS @ 16"P-12L6x6x1/2 w/ 1/2"Øx6" HS @ 12"E-12PL1/2"x4"x6"1/8"x CONTINUOUS BEARING STRIPSCALE: 3/4" 1'-0"TITLE:SHOP DRAWING Y:0ATMID82
NK NON-BEARINGSCALE: 3/4" 1'-0"EMBED IN GROUTED CORE,BY OTHERSEMBEDDESCRIPTIONP-29JVI MN62 PSA SLOTTED INSERT(GREEN CAP)STRAPJVI PSA NOTCHED STRAP (NS13)TITLE:SHOP DRAWING Y:0ATMID83
3/4" CHAMFER TYP AT ALL EXPOSEDPRECAST EDGES OF UTILITY ROOMP-07, 1/2" RECESS, SEE PLAN FOR SPACING1/442" RETURNSBEARING STRIP NOTSHOWN FOR CLARITY(1) AT EACH CORNER6"THKSLABT/SLABE-12UTILITY ROOMINTERIORP-07, 1/2" RECESS, SEE PLAN FOR SPACINGOFD90UTILITY ROOM SLAB BEARINGSCALE: 3/4" 1'-0"EMBEDDESCRIPTIONP-07L6x4x3/8x0'-8" w/ (2) 1/2"Øx4" HS &(2)5/8"Øx 1'-6" DBAE-12PL1/2"x4"x6"PAD1/2" x 4" x 4'-0" HDP BEARING STRIPTITLE:SHOP DRAWING Y:0ATMID90
3/4" CHAMFER, TYP. AT ALL EXPOSEDPC EDGES OF UTILITY ROOM1P-03, 1/2" RECESS2"E-25THKBEARING STRIP NOTSHOWN FOR CLARITY(1) AT EACH CORNERSLABT/SLABE-251/42" RETURNSP-07, 1/2" RECESSNOTE:STAGGER CONNECTIONALONG TOP OF WALL ONBOTH FACESD914INSIDE BEARINGUTILITY ROOMEMBEDDESCRIPTIONP-03PL3/8"x8"x8" w/ (4) 1/2"ØX 4" HSP-07L6x4x3/8x0'-8" w/ (2) 1/2"ØX 4" HS &(2) 5/8"Øx 1'-6" DBAE-25L4x4x3/8x0'-4PAD1/2" x 4" x 4'-0" HDP BEARING STRIPSCALE: 3/4" 1'-0"TITLE:SHOP DRAWING Y:0ATMID91
P-03, 1/2" RECESSE-45THK1"SLABT/SLAB1/43/4" CHAMFER2" RETURNS4BOLT, TIGHTEN SNUG ANDTHEN BACK OFF 13RD TURNP-03AOFNOTE:(2) CONNECTIONS (MIN.) PERWALL AT 2'-0" O.C. FROM EDGEAND 10'-0" MAXIMUM SPACING.D92NON-BEARING UTILITY ROOMSCALE: 3/4" 1'-0"EMBEDDESCRIPTIONP-03PL3/8"x8"x8" w/ (4) 1/2"ØX 4" HSP-03APL3/8"x8"x8" w/ (4) 1/2"ØX 4" HS &(1) 1"Ø x 6" FERRULE LOOPE-45L8x4x1/2x0'-4 w/ 1 1/16"Øx2 1/2"VERTICAL SLOTTED HOLEBOLT1"Ø x 2" NC THREADED BOLTTITLE:SHOP DRAWING Y:0ATMID92
E-126"1/442" RETURNSTHKSLABT/SLAB1P-03, 1/2" RECESS2"3/4" CHAMFER TYP AT ALLEXPOSED PRECAST EDGESOF UTILITY ROOMNOTE:(2) CONNECTIONS PER SLAB 2'-0" MINIMUM(IN DIRECTION OF SPAN) FROM SLAB EDGED93UTILITY ROOM SLAB TO SLABINTERMITTENT CONNECTIONSCALE: 3/4" 1'-0"EMBEDDESCRIPTIONP-03PL3/8"x8"x8" w/ (4) 1/2"ØX 4" HSE-12PL1/2"x4"x6"TITLE:SHOP DRAWING Y:0ATMID93
6"OF12"JT1"41/46"E-12THK3"SLAB5"T/SLAB2" RETURNS41/4PAD, (1) AT EACH CORNER3"6"6"P-03P-12(4) #4 REBAR51D94UTILITY ROOM SLABBEARING DETAILSCALE: 3/4" 1'-0"2"EMBEDDESCRIPTIONP-03PL3/8"x8"x8" w/ (4) 1/2"ØX 4" HSP-12L6x6x1/2 w/ (2) 1/2"Øx6" HS @ 12"E-12PL1/2"x4"x6"PAD1/2" x 4" x 4'-0" HDP BEARING STRIPTITLE:SHOP DRAWING Y:0ATMID94
steel beam & assembly by others refer exploded view (d20b) for material information by others p-08c d20a enlarged detail hand tighten nut w/ washer, by others. burr threads after installation 3/16" end plate (min) welded to beam, specified by eor and provided by others steel beam w/ slotted holes in bottom flange, slot dimension and beam by others
IV. Shop Safety Page 1 of 19 Revised 2-Dec-14 IV. SHOP SAFETY 1.0 General Shop Safety 1.1 The hazards associated with shop work require special safety considerations. Whether you work in a metal shop, wood shop, automotive shop, glass shop, or electrical shop, the potential hazards for personal injury are numerous. This chapter
Drawing Template and Sheet Format Drawing and Detailing with SolidWorks 2001/2001Plus PAGE 1-8 Drawing Template The foundation of a SolidWorks drawing is the Drawing Template. Drawing size, drawing standards, company information, manufacturing and or assembly requirements, units and other properties are defined in the Drawing Template.
2. Shop Orientation and Safety Requirements Shop orientation precludes any shop use. Successful completion of the safety course precludes shop use. Demonstration of proficiency of select pieces of shop equipment precludes shop use. Shop users must sign and date a copy of the Shop Users Safety Agreement form.
267-Shop Drawing Submittals 267 Shop Drawing Submittals . 267.1 Introduction . While the Contract Plans and Specifications (including Supplemental and Special Provisions) define the overall nature of the project, Shop Drawing submittal is the accepted method of approving a specific element of the work while allowing flexibility in
Drawing Block Title - 03 Grids 1:12 014200-003 Drawing Block Title - 04 Grids 1:16 014200-004 Drawing Block Title - 05 Grids 1:20 014200-005 Drawing Block Title - 06 Grids 1:24 014200-006 Drawing Block Title - 07 Grids 1:28 014200-007 Drawing Block Title - 08 Grids 1:32 014200-008 Drawing Block Title - 09 Grids 1:36 014200-009 Drawing Block .
2: Building Drawing and Unit 3: Mechanical Engineering Drawing. Three questions will be set on Building Drawing and three on Mechanical Engineering Drawing. Candidates must attempt two questions: one 2D working/assembly drawing and one 3D solid model design drawing (from area of choice). The working/assembly drawing
Shop Drawings . A shop drawing is a drawing or set of drawings produced by the contractor, supplier, manufacturer, subcontractor, or fabricator. Shop drawings are typically required for pre fabricated components such as elevators, structural steel, trusses, pre-cast, air handling units, millwork, etc. The shop drawing is the
A drawing that displays technical information to the reader through specific visuals, directions, notes, etc A good technical drawing should be informative, clear, NEAT, unambiguous and not cluttered. Drawing Basics Profile View . Drawing Basics Plan View Viewed from above . Drawing Basics FWD View (Bow view) FWD looking aft. Drawing Basics Section View Looking in direction .
