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Provides construction concrete bar lap splice schedules and a comprehensive structural abbreviations reference covering concrete, steel, framing, foundations, and mechanical/electrical/plumbing terminology.",{"@graph":14,"@context":72},[15,34,55],{"@type":16,"itemListElement":17},"BreadcrumbList",[18,23,27,31],{"item":19,"name":20,"@type":21,"position":22},"https://docshare.wps.com","Home","ListItem",1,{"item":24,"name":25,"@type":21,"position":26},"https://docshare.wps.com/document/","Document",2,{"item":28,"name":29,"@type":21,"position":30},"https://docshare.wps.com/document/research-report/","Research & 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does the beam legend include for composite framing and camber behavior?","Question",{"text":62,"@type":63},"It lists beam reaction and beam size guidance, specifies camber direction (positive upward, negative downward), notes spacing for shear studs in composite construction, and includes connection and beam shape conventions.","Answer",{"name":65,"@type":60,"acceptedAnswer":66},"What concrete reinforcement information is provided in the bar schedule section?",{"text":67,"@type":63},"It specifies class B lap splice length requirements, bar sizes, and vertical and horizontal bar spacing/length values, along with notes on horizontal “bottom” bars placement and splice rules.",{"name":69,"@type":60,"acceptedAnswer":70},"Which structural abbreviation categories are covered in the document?",{"text":71,"@type":63},"It provides an extensive glossary covering architect/engineer and standards, concrete and foundations, steel elements and framing terms, joints and connections, dimensions and quantities, and related MEP terminology such as HVAC and electrical equipment.","https://schema.org",{"og:url":32,"og:type":74,"og:title":10,"og:site_name":45,"og:description":12},"article",{"robots":76,"canonical":32},"index,follow",{"doc_id":78,"site_id":7},663009,1793224466,{"code":4,"msg":81,"data":82},"success",[83,87,91,95,100,105,110,114,119,122,126],{"id":22,"doc_module":4,"doc_module_name":25,"category_name":84,"show_sort_weight":85,"slug":86},"Story & 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SYMBOLS |  |  |\n| --- | --- | --- |\n| | NORTH ARROW | ~~ ~~ DIRECTION OF SPAN\u003Cbr>\u003Cbr>4\" NORMAL WEIGHT CONCRETE ON 1 1/2\" COMPOSITE DECK\u003Cbr>~~ ~~ DIRECTION OF SPAN\u003Cbr>\u003Cbr>1 1/2\" 20 GAGE\u003Cbr>METAL ROOF DECK\u003Cbr>\u003Cbr>GRIDLINES\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>FLOOR DRAIN FD\u003Cbr>TF \\#\\# TRENCH FOOTING NOTATION F \\#\\# COLUMN FOOTING NOTATION WF \\#\\# WALL FOOTING NOTATION GB \\#\\# GRADE BEAM NOTATION P \\#\\# PIER NOTATION\u003Cbr>B \\#\\# CONCRETE BEAM NOTATION PC \\#\\# PILE CAP NOTATION\u003Cbr>BW \\#\\# BEARING WALL NOTATIONSW \\#\\# SHEAR WALL NOTATION\u003Cbr>|\n| \u003Cbr>\u003Cbr> SECTION NUMBER  SHEET NUMBER\u003Cbr>\u003Cbr>|  |  |\n| 1  S101\u003Cbr>\u003Cbr>\u003Cbr> CALLOUT NUMBER  SHEET NUMBER |  |  |\n| | EARTH\u003Cbr>GRAVEL\u003Cbr>CONCRETE WASH\u003Cbr>LIMIT OF EXTENT\u003Cbr>CONTINUOUS EXTENT\u003Cbr>ELEVATION REFERENCE |  |\n\n\n| BEAM LEGEND |  |  |  |  |\n| --- | --- | --- | --- | --- |\n| BEAM REACTION, TYP ~~  ~~\u003Cbr>NOTES: | BEAM SIZE\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>~~ ~~ CAMBER |  |  | QUANTITY OF SHEAR STUDS, UNIFORMLY SPACED BETWEEN ADJACENT FRAMING, TYP (COMPOSITE CONSTRUCTION ONLY) |\n|  | |  |  |  |\n|  |  |  |  |  |\n|  |  |  |  |  |\n|  |  |  |  |  |\n|  |  | |  |  |\n\n\n|  |  |  |  |\n| --- | --- | --- | --- |\n|  |  |  |  |\n|  |  |  |  |\n|  |  |  |  |\n|  |  |  |  |\n|  |  |  |  |\n|  |  |  |  |\n|  |  |  |  |\n|  |  |  |  |\n|  |  |  |  |\n\nENGINEER, ARCHITECT, PROTECTION, PLUMBING, MECHANICAL,  \nA  \nB  \nC  \nD  \nE  \nSHEET NUMBER  \nSB101  \nSB102  \nSB501  \nSB502  \nSB503  \nSF101  \nSF102  \nSF201  \nSF202  \nSF501  \nSF502  \nSF901  \nSI001  \nSI002  \nSI003  \nSI004  \nSHEET LIST  \nSHEET NAME FOUNDATION PLANS  \nSLAB-ON GRADE PLAN  \nFOUNDATION SECTIONS AND DETAILS  \nFOUNDATION SECTIONS AND DETAILS  \nFOUNDATIONS SECTIONS AND DETAILS FRAMING PLAN  \nCLERESTORY FRAMING PLANS BUILDING ELEVATIONS  \nBUILDING ELEVATIONS  \nTYPICAL FRAMING SECTIONS AND DETAILS FRAMING SECTIONS AND DETAILS ISOMETRIC VIEWS  \nSTRUCTURAL ABBREVIATIONS AND SYMBOLS STRUCTURAL GENERAL NOTES  \nLOAD MAPS BID DEDUCTS  \n1) REACTION VALUE IS ASD (KIPS), UNO.  \n2) WHERE NO VALUE IS SHOWN, DESIGN CONNECTION FOR A MINIMUM REACTION OF 10 KIPS.  \n3) SPACE STUDS PER TYPICAL SHEAR STUD PLACEMENT DETAIL. MINIMUM NUMBER OF STUDS PER GENERAL NOTES.  \n4) \"M\" IN PLACE OF BEAM SHAPE INDICATES W10X12 WITH MINIMUM CONNECTION.  \n5) HSS IN PLACE OF SHAPE INDICATES HSS10X4X5/16, UNO.  \n6) BEAMS ARE PRIMARY MEMBERS FOR FIREPROOFING UNLESS NOTED AS SECONDARY.  \n7) POSITIVE CAMBER UPWARDS, NEGATIVE CAMBER DOWNWARDS. CAMBER SHOWN ON CANTILEVERS IS AT END OF CANTILEVER.  \nCONCRETE CONSTRUCTION  \nCLASS B LAP SPLICE LENGTHS  \nBAR SIZE  \n\\#3  \n\\#4  \n\\#5  \n\\#6  \n\\#7  \n\\#8  \n\\#9  \nNOTES:  \nVERTICAL BARS  \n1'-10\"  \n2'-5\"  \n3'-0\"  \n3'-7\"  \n5'-3\"  \n6'-0\"  \n6'-9\"  \nHORIZONTAL BARS  \n2'-4\"  \n3'-1\"  \n3'-11\"  \n4'-8\"  \n6'-9\"  \n7'-9\"  \n8'-9\"  \nHORIZONTAL BOTTOM BARS 1'-10\" 2'-5\" 3'-0\"  \n3'-7\"  \n5'-3\"  \n6'-0\"  \n6'-9\"  \n1. HORIZONTAL \"BOTTOM\" BARS ARE BARS 12\" OR LESS FROM THE BOTTOM OF A FOOTING, SLAB, OR OTHER CONCRETE MEMBER  \n2. ALL REINFORCING BARS ARE TO BE SPLICED WITH A CLASS B LAP SPLICE, U. N. O.  \nSTRUCTURAL ABBREVIATIONS  \nA/E ARCHITECT/ENGINEER  \nACI AMERICAN CONCRETE INSTITUTE  \nACP AUGER CAST PILE  \nADDL ADDITIONAL  \nADJ ADJACENT  \nAGGR AGGREGATE  \nAISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION  \nALT ALTERNATE  \nANSI AMERICAN NATIONAL STANDARDS INSTITUTE  \nAPPROX APPROXIMATE  \nAR ANCHOR ROD  \nARCH ARCHITECTURAL  \nASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS  \nAWS AMERICAN WELDING SOCIETY  \nB/ BOTTOM OF  \nBAL BALANCE  \nBD BOARD  \nBLDG BUILDING  \nBLK BLOCK  \nBLKG BLOCKING  \nBM BEAM  \nBOTT BOTTOM  \nBRG BEARING  \nBRKT BRACKET  \nBTWN BETWEEN  \nC STANDARD CHANNEL  \nCANT CANTILEVER  \nCC CENTER TO CENTER  \nCF COLD FORMED  \nCG CENTER OF GRAVITY  \nCIP CAST-IN-PLACE  \nCJ CONTROL JOINT OR CONSTRUCTION JOINT  \nCJP COMPLETE JOINT PENETRATION  \nCL CENTERLINE  \nCLR CLEARANCE, CLEAR  \nCMU CONCRETE MASONRY UNIT  \nCOL COLUMN  \nCONC CONCRETE  \nCONN CONNECTION  \nCONST CONSTRUCTION  \nCONT CONTINUOUS  \nCONTR CONTRACTOR  \nCTR CENTE","cbCaipASpIC1O27K","https://ap.wps.com/l/cbCaipASpIC1O27K","pdf",43151619,59,"English","# Structural Drawing Legend and Notation\n## North arrow and span direction\n## Gridlines, drains, and extent/callout references\n## Section and sheet numbering conventions\n## Beam legend, camber, and reaction notes\n## Concrete construction lap splice and bar schedules\n## Structural abbreviations reference","[{\"question\":\"What does the beam legend include for composite framing and camber behavior?\",\"answer\":\"It lists beam reaction and beam size guidance, specifies camber direction (positive upward, negative downward), notes spacing for shear studs in composite construction, and includes connection and beam shape conventions.\"},{\"question\":\"What concrete reinforcement information is provided in the bar schedule section?\",\"answer\":\"It specifies class B lap splice length requirements, bar sizes, and vertical and horizontal bar spacing/length values, along with notes on horizontal “bottom” bars placement and splice rules.\"},{\"question\":\"Which structural abbreviation categories are covered in the document?\",\"answer\":\"It provides an extensive glossary covering architect/engineer and standards, concrete and foundations, steel elements and framing terms, joints and connections, dimensions and quantities, and related MEP terminology such as HVAC and electrical equipment.\"}]","Drawings - Vol. 2 - Addition to Trinka Davis Veterans Village - Construction structural drawings legend and abbreviations | PDF",149]