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The document specifies reading coordination with architectural and other consultant drawings, dimension sourcing rules, construction stability responsibilities, required steel and concrete workmanship standards, connection welding and bolting parameters, and material/cover requirements for concrete elements and foundations.",{"@graph":69,"@context":122},[70,84,105],{"@type":71,"itemListElement":72},"BreadcrumbList",[73,77,79,82],{"item":74,"name":75,"@type":76,"position":8},"https://docshare.wps.com","Home","ListItem",{"item":78,"name":9,"@type":76,"position":14},"https://docshare.wps.com/document/",{"item":80,"name":40,"@type":76,"position":81},"https://docshare.wps.com/document/research-report/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/proposed-residential-unit-development-structural-drawings-drawing-index-preliminary-issue/649720/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":99,"encodingFormat":97,"isAccessibleForFree":100,"interactionStatistic":101},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/proposed-residential-unit-development-structural-drawings-drawing-index-preliminary-issue/649720.png","ImageObject",300,407,{"name":92,"@type":93},"Helloiii","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-25","2026-10-24",true,{"@type":102,"interactionType":103,"userInteractionCount":81},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"How should discrepancies between drawings be handled before construction proceeds?","Question",{"text":112,"@type":113},"Any discrepancy must be referred to the engineer or architect before proceeding with the work.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"Where are dimensions intended to be taken from for construction?",{"text":117,"@type":113},"All dimensions are to be obtained from the architect’s drawings or from site; engineer’s drawings must not be scaled.",{"name":119,"@type":110,"acceptedAnswer":120},"What workmanship and material standards govern structural steel and concrete work?",{"text":121,"@type":113},"Structural steel work must comply with AS1250 and AS4100, with welding per AS1554 and bolting per AS1511; concrete work must comply with AS3600, including specified concrete cover and reinforcement placement rules.","https://schema.org",{"og:url":83,"og:type":124,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":126,"canonical":83},"index,follow",{"doc_id":128,"site_id":62},649720,1792908433,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":133,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":81,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":139,"language":140,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":141,"faqs":142,"seo_title":143,"seo_description":67,"update_tm":144,"read_time":145},5909897196768,"https://ap-avatar.wpscdn.com/davatar_29158cc5080c5b710cf443261637dec0","| ROPOSED RESIDENTIAL UNIT DEVELOPMENT\u003Cbr>AT\u003Cbr>NO: 1,\u003Cbr>CASTER STREET,\u003Cbr>FERNTREE GULLY.\u003Cbr>STRUCTURAL DRAWINGS\u003Cbr>SHEET NO DRAWING INDEX S00 DRAWING INDEX S01 GENERAL NOTES S02 FOUNDATION DETAIL PLAN S03 FOUNDATION NOTES S04 FOOTING SECTION & DETAILS-1 S05 FOOTING SECTION & DETAILS-2 S06 UPPER FLOOR FRAMING AND LOWER ROOF PLAN S07 ROOF FRAMING PLAN S08 CONNECTIONS DETAILS-1 S09 CONNECTIONS DETAILS-2 S10 CONNECTIONS DETAILS-3 S11 CONNECTIONS DETAILS-4 S12 BRACING DETAILS S13 MEMBER SCHEDULE S14 GROUND FLOOR BRACING PLAN S15 UPPER FLOOR BRACING PLAN |  |  |  |  |  |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n| VIRAN CONSULTANTS\u003Cbr>PHONE: 0433 781 682\u003Cbr>[email :vinodh373@yahoo.com](email :vinodh373@yahoo.com) | REVISION | REMARKS | DATE | DRAWN | APPROVED | PROJECT:\u003Cbr>PROPOSED RESIDENTIAL UNIT DEVELOPMENT\u003Cbr>AT\u003Cbr>NO.1,\u003Cbr>CASTER STREET,\u003Cbr>FERNTREE GULLY. | CLIENT: | DRAWING TITLE:\u003Cbr>DRAWING INDEX |  | JOB NUMBER: 23079 |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  | SCALE: N.T.S. |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  | PRELIMINARY ISSUE |  |  |  |\n|  |  |  |  |  |  |  |  |  |  | SHEET NO: S00 | REVISION:\u003Cbr>B |\n|  | A | PRELIMINARY ISSUE | 21/09/2022 | D. D. | V.J. |  |  |  |  |  |  |\n\n\n| GENERAL\u003Cbr>G1 . THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK.\u003Cbr>G2 . ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT'S DRAWINGS OR FROM SITE. ENGINEER'S DRAWINGS MUST NOT BE SCALED.\u003Cbr>G3 . DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN ASTABLE CONDITION AND ENSURING NO PART SHALL BE OVERSTRESSED UNDER CONSTRUCTION ACTIVITIES.\u003Cbr>G4 . MATERIAL AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH THE RELEVANT SAA CODES, BCA/NCC REQUIREMENTS UNLESS OTHERWISE NOTED IN THE PROJECT SPECIFICATION.\u003Cbr>G5 . THE STRUCTURAL WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS:-\u003Cbr>AREA LIVE LOAD kN/m2. FLOORS 1.5 kPa ROOF 0.25 kPa or (l8/a+0 . 12) whichever is greater BALCONY (IF\u003Cbr>APPLICABLE) 2.0 kPa\u003Cbr>G7 . FOUNDATION MATERIAL TO BE APPROVED BEFORE POURING CONCRETE FOR A SAFE BEARING CAPACITY OF:\u003Cbr>50kPa WAFFLE SLAB\u003Cbr>100kPa STRIP FOOTING\u003Cbr>G8 . ALL DETAILS SHOWN ON STRUCTURAL MELBOURNE'S DRAWING SETS ARE FOR STRUCTURAL PURPOSES ONLY. THE ARCHITECT AND THE BUILDER MUST ENSURE ALL CONSTRUCTION REQUIREMENTS SET BY THE BCA/NCC ARE MET. THIS OFFICE SHOULD BE CONTACTED IF ANY CLARIFICATION IS REQUIRED.\u003Cbr>STRUCTURAL STEEL WORK\u003Cbr>S1 . ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS1250 AND OR AS4100 .\u003Cbr>S2 . WELDING SHALL BE PERFORMED BY AN EXPERIENCED OPERATOR IN ACCORDANCE WITH AS 1554.\u003Cbr>S3 . HIGH STRENGTH BOLTING SHALL BE IN ACCORDANCE WITH AS 1511.\u003Cbr>S4 TWO COPIES OF THE SHOP DETAIL DRAWINGS ARE TO BE\u003Cbr>SUBMITTED TO THE ENGINEERS AND APPROVAL OBTAINED BEFORE COMMENCING FABRICATION. APPROVAL WILL NOT COVER DIMENSIONS OR LAYOUT.\u003Cbr>S5 . THE CONTRACTOR SHALL PROVIDE AND LEAVE IN PLACE UNTIL PERMANENT BRACING ELEMENTS ARE CONSTRUCTED SUCH TEMPORARY BRACING AS IS NECESSARY TO STABILIZE THE STRUCTURE DURING ERECTION.\u003Cbr>S6 . CAMBER TO STRUCTURAL STEEL ROOF BEAMS, TRUSSES, PORTALS, ETC.,TO BE 2mm FOR EVERY 1M OR SPAN UNLESS OTHERWISE NOTED.\u003Cbr>S7 . ALL CLEAT AND DRILLING FOR FIXING OF TIMBER MEMBERS, ETC. , TO BE PROVIDED BY FABRICATOR.\u003Cbr>S8 . EXCEPT WHERE OTHERWISE SHOWN CONNECTIONS SHALL HAVE 6mm CONTINUOUS FILLET WELDS, 2-M16 8.8/S BOLTS IN 1.5mm CLEARANCE HOLES AND 10mm THICK CLEAT PLATE.\u003Cbr>S9 . STEELWORK SHALL BE THOROUGHLY WIRE BRUSHED AND GIVEN ONE SHOP COAT OF APPROVED PRIMER EXCEPT THAT NONE SHALL BE APPLIED AT CONTACT SURFACES WHERE H.S. BOLTS USED.\u003Cbr>S10 . ALL STEEL BE","cbCaihec1SEIl9o7","https://ap.wps.com/l/cbCaihec1SEIl9o7","pdf",2225613,22,"English","# Structural Drawings - Drawing Index\n## General Notes\n## Structural Steel Work\n## Concrete\n## Foundation and Footings\n## Framing, Roof Plans, and Bracing\n## Connections Details\n## Member Schedule","[{\"question\":\"How should discrepancies between drawings be handled before construction proceeds?\",\"answer\":\"Any discrepancy must be referred to the engineer or architect before proceeding with the work.\"},{\"question\":\"Where are dimensions intended to be taken from for construction?\",\"answer\":\"All dimensions are to be obtained from the architect’s drawings or from site; engineer’s drawings must not be scaled.\"},{\"question\":\"What workmanship and material standards govern structural steel and concrete work?\",\"answer\":\"Structural steel work must comply with AS1250 and AS4100, with welding per AS1554 and bolting per AS1511; concrete work must comply with AS3600, including specified concrete cover and reinforcement placement rules.\"}]","PROPOSED RESIDENTIAL UNIT DEVELOPMENT - STRUCTURAL DRAWINGS - DRAWING INDEX - Preliminary Issue | PDF",1792804492,55]