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The materials include an abbreviations and symbols list, general project rules for code conformance, dimensional verification, trade and agency coordination, precedence of written dimensions over scaled dimensions, and requirements for supervision, supervision responsibility, and reporting discrepancies. Additional notes address utility shutdown notice, work after normal business hours notice, fire blocking per the current code edition, and egress compliance per California Building Code chapters, plus on-site availability of approved plan sets during inspections.",{"@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/cordevalle-tennis-center-renovations-general-notes-abbreviations-symbols/663604/",{"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/cordevalle-tennis-center-renovations-general-notes-abbreviations-symbols/663604.png","ImageObject",300,407,{"name":92,"@type":93},"Damian","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",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},"What rules govern how dimensions and conditions must be verified before construction begins?","Question",{"text":112,"@type":113},"All work must conform to applicable federal, state, and local codes. The general contractor verifies all dimensions and grades, correlates conditions on site, and reports discrepancies to the architect for clarification and correction before starting work.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"Who is responsible for coordination of trades, governing agencies, and providing materials and labor?",{"text":117,"@type":113},"The general contractor is responsible for the work and for coordination of all trades and governing agencies, and must provide all materials and labor (shown or inferred) to render the work complete.",{"name":119,"@type":110,"acceptedAnswer":120},"What notice is required for shutting down utilities or working after normal business hours?",{"text":121,"@type":113},"Any proposed utility shutdown must be registered in writing at least seven (7) working days in advance and directed to the architect. Work after normal business hours also requires written notice at least seven (7) working days in advance, directed to the architect.","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},663604,1793229543,{"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":129,"read_time":144},137451208677,"https://ap-avatar.wpscdn.com/davatar_155a257f0dc6eb9ab79c44ca47cae57d","| CORDEVALLE TENNIS CENTER RENOVATIONS\u003Cbr>1 CORDEVALLE GOLF CLUB DRIVE , SAN MARTIN, CA 95046\u003Cbr>A.P.N.: 779-20-007 |  |  |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- |\n| ABBREVIATIONS & SYMBOLS |  |  |  | GENERAL NOTES | PROJECT CONTACTS | PROJECT INFORMATION | SHEET INDEX |  |\n| | ABOVE\u003Cbr>ANCHOR BOLT ASPHALTIC CONCRETE ADJACENT\u003Cbr>ADJUSTABLE\u003Cbr>ABOVE FINISH FLOOR ALUMINUM APPROXIMATE ARCHITECTURAL\u003Cbr>AT BATHROOM BOARD\u003Cbr>BUILDING BLOCKING\u003Cbr>BELOW\u003Cbr>BEAM BOTTOM\u003Cbr>BOTTOM OF BETWEEN CONTROL JOINT CENTERLINE\u003Cbr>CEILING\u003Cbr>CLEAR\u003Cbr>CONC. MASONRY UNIT CONCRETE\u003Cbr>CONTINUOUS CUBIC YARD\u003Cbr>DEMOLISH AND REMOVE\u003Cbr>DEMOLISH AND REMOVE DIAMETER\u003Cbr>DIAGONAL DOUBLE DEPARTMENT DIMENSION DOUGLAS FIR DOWN DOWNSPOUT\u003Cbr>DETAIL\u003Cbr>DISHWASHER\u003Cbr>EACH\u003Cbr>ELEVATION\u003Cbr>ELEVATION\u003Cbr>EQUAL\u003Cbr>EQUIPMENT EXISTING\u003Cbr>EXISTING\u003Cbr>EXTERIOR FOUNDATION FLOOR DRAIN REINFORCED FINISHED FACE OF\u003Cbr>FACE OF CONCRETE\u003Cbr>FACE OF STUD\u003Cbr>FLOOR\u003Cbr>FIRE RESISTIVE FIBERGLASS REINF. PANEL FOOT OR FEET\u003Cbr>FOOTING\u003Cbr>GAUGE GALVANIZED IRON GYPSUM\u003Cbr>GYPSUM BOARD HEADER HARDWARE HOLLOW METAL\u003Cbr>HORIZONTAL\u003Cbr>HOSE BIBB\u003Cbr>HIGH HEIGHT\u003Cbr>HEATING/VENTILATING/ AIR CONDITIONING\u003Cbr>DOOR TAG\u003Cbr>WINDOW TAG\u003Cbr>WALL TAG\u003Cbr>KEYNOTE\u003Cbr>REVISION TAG\u003Cbr>GRID LINE TAG\u003Cbr>FACE OF STRUCTURE DIMENSION\u003Cbr>FACE OF FINISH DIMENSION CENTER DIMENSION\u003Cbr>ORIGIN INDICATOR | IN. INCL.\u003Cbr>INSUL. INT. INV.\u003Cbr>K.D. LAV. L.\u003Cbr>MAX. M.B. MECH.\u003Cbr>MEMB.\u003Cbr>MISC. MFR.\u003Cbr>MIN. MTL.(N)\u003Cbr>N.I.C.\u003Cbr>N.T.S. O.C. O/\u003Cbr>O.F.C.I.\u003Cbr>O.F.O.I.\u003Cbr>PERF. PLYWD. PR.\u003Cbr>P.T. RAD. REF.\u003Cbr>REF. REINF.\u003Cbr>REBAR.\u003Cbr>REQ'D. RM.\u003Cbr>R.O. REQ'D.\u003Cbr>S.A.F. SCHED. SECT.\u003Cbr>S.F. SHTG. SIM. SPEC. SQ.\u003Cbr>S.S.\u003Cbr>STL.\u003Cbr>STRUCT.\u003Cbr>T.B.D.\u003Cbr>TEMP. T&GTHK. THRESH. T.O.\u003Cbr>T.O.C.\u003Cbr>T.O.F.F.\u003Cbr>T.O.P.\u003Cbr>T.O.S.\u003Cbr>T.O.S.F. TYP.\u003Cbr>U.N.O. VERT.\u003Cbr>V.I.F. W. W/ W.C. WD. W.H. W.P.\u003Cbr>W.R.B.\u003Cbr>W.W.F. | INCHES\u003Cbr>INCLUDE\u003Cbr>INSULATION\u003Cbr>INTERIOR\u003Cbr>INVERT KNOCKDOWN LAVATORY LENGTH MAXIMUM\u003Cbr>MACHINE BOLT MECHANICAL\u003Cbr>MEMBRANE MISCELLANEOUS MANUFACTURER MINIMUM METAL\u003Cbr>NEW\u003Cbr>NOT IN CONTRACT\u003Cbr>NOT TO SCALE ON CENTER OVER\u003Cbr>OWNER FURNISHED, CONTRACTOR INSTALLED\u003Cbr>OWNER FURNISHED, OWNER INSTALLED\u003Cbr>PERFORATED PLYWOOD PAIR\u003Cbr>PRESSURE TREATED RADIUS REFRIGERATOR\u003Cbr>REFERENCE\u003Cbr>REINFORCED\u003Cbr>REINFORCING BAR\u003Cbr>REQUIRED ROOM\u003Cbr>ROUGH OPENING REQUIRED\u003Cbr>SELF ADHERED FLASHING\u003Cbr>SCHEDULE SECTION SQUARE FEET SHEATHING SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STEEL\u003Cbr>STRUCTURAL\u003Cbr>TO BE DETERMINED TEMPERED TONGUE & GROOVE THICK\u003Cbr>THRESHOLD TOP OF\u003Cbr>TOP OF CONCRETE\u003Cbr>TOP OF FINISH FLOOR\u003Cbr>TOP OF PLATE\u003Cbr>TOP OF SLAB\u003Cbr>TOP OF SUBFLOOR TYPICAL\u003Cbr>UNLESS NOTED OTHERWISE VERTICAL\u003Cbr>VERIFY IN FIELD WIDE\u003Cbr>WITH\u003Cbr>WATER CLOSET WOOD WATER HEATER\u003Cbr>WATERPROOF(ING) WEATHER RESISTIVE BARRIER WELDED WIRE FABRIC | 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND OTHER REQUIREMENTS WHICH HAVE BEEN ADOPTED BY THE LOCAL JURISDICTION OR ARE OTHERWISE APPLICABLE TO THIS PROJECT.\u003Cbr>2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL DIMENSIONS, GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT THE JOB SITE ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR CLARIFICATION AND CORRECTION PRIOR TO BEGINNING ANY WORK.\u003Cbr>3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE COORDINATION OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALL MATERIALS AND LABOR (SHOWN OR INFERRED) ON THESE PLANS TO RENDER THE WORK COMPLETE.\u003Cbr>4. IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY FOR THE SUPERVISION OF THE WORK.\u003Cbr>5. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR THE PROPER EXECUTION OF THE SAME.\u003Cbr>6. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY, PRIOR TO COMMENCEMENT OF WORK.\u003Cbr>7. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. IT IS THE RESPONSIBILITY OF TH","cbCaidZRx93uMg7j","https://ap.wps.com/l/cbCaidZRx93uMg7j","pdf",20416437,26,"English","# Abbreviations & Symbols\n# General Notes\n# Project Contacts\n# Project Information\n# Sheet Index","[{\"question\":\"What rules govern how dimensions and conditions must be verified before construction begins?\",\"answer\":\"All work must conform to applicable federal, state, and local codes. The general contractor verifies all dimensions and grades, correlates conditions on site, and reports discrepancies to the architect for clarification and correction before starting work.\"},{\"question\":\"Who is responsible for coordination of trades, governing agencies, and providing materials and labor?\",\"answer\":\"The general contractor is responsible for the work and for coordination of all trades and governing agencies, and must provide all materials and labor (shown or inferred) to render the work complete.\"},{\"question\":\"What notice is required for shutting down utilities or working after normal business hours?\",\"answer\":\"Any proposed utility shutdown must be registered in writing at least seven (7) working days in advance and directed to the architect. Work after normal business hours also requires written notice at least seven (7) working days in advance, directed to the architect.\"}]","CORDEVALLE TENNIS CENTER RENOVATIONS - General Notes - Abbreviations & Symbols | PDF",66]