Laserfiche WebLink
�11 ACCORDANCE WITH �BC CHAPTER 17, THE FOLLOWING TYPES OF WORK REQUIRE SPECIAL <br />INSPECTION. SEE THE SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL REQUIREMENTS FOR <br />INSPECTION AND TESTING. SPECIAL INSPECTION SHALL BE PAID FOR AND PROVIDED BY THE <br />*` <br />FREQUENCY <br />D <br />O <br />0 <br />MATERIAL <br />TASK <br />`s <br />0 <br />0 <br />oc <br />n <br />RESPONSIBLE FIRM <br />GRADING, EXCAVATING, & DILL <br />INSP <br />- <br />GEOTECH OF RECORD <br />EARTHWORK <br />FILL MATERIAL <br />- <br />TEST <br />GEOTECH OF RECORD <br />SOIL COMPACTION <br />- <br />TEST <br />( GEOTECH OF RECORD <br />REINFORCING STEEL, INCLUDING <br />PRESTRESSING STEEL, AND <br />- <br />INSP <br />SPECIAL INSPECTOR <br />PLACEMENT <br />USE OF REQUIRED CONCRETE <br />DESIGN MIX <br />- <br />INSP <br />SPECIAL INSPECTOR <br />SHAPE, LOCATION, & DIMENSIONS <br />OF CONCRETE MEMBER <br />- <br />INSP <br />SPECIAL INSPECTOR <br />j <br />CAST -IN -PLACE <br />CONCRETE <br />BOLTS INSTALLED IN CONCRETE <br />INSP <br />- <br />SPECIAL INSPECTOR <br />REINFORCED CONCRETE <br />PLACEMENT <br />INSP <br />- <br />SPECIAL INSPECTOR <br />ADHESIVE ANCHORS <br />INSP <br />- <br />SPECIAL INSPECTOR <br />EXPANSION ANCHORS <br />- <br />INSP <br />SPECIAL INSPECTOR <br />SPECIFIED CURING TECHNIQUES <br />- <br />INSP <br />SPECIAL INSPECTOR <br />CONCRETE MATERIALS <br />- <br />TEST <br />TESTING LAB <br />SHOP FABRICATION <br />- <br />- <br />NOTE I <br />SHOP WELDING <br />- <br />- <br />NOTE I <br />STEEL FRAME FOR <br />CONFORMANCE WITH <br />- <br />INSP <br />SPECIAL INSPECTOR <br />CONSTRUCTION DOCUMENTS <br />FIELD WELDED CONNECTIONS <br />SINGLE -PASS FILLET WELDS <br />EQUAL TO OR LESS THAN <br />5/16" <br />- <br />INSP <br />SPECIAL INSPECTOR <br />i <br />I SINGLE -PASS FILLET WELDS <br />GREATER THAN 5/16°° <br />INSP <br />- <br />SPECIAL INSPECTOR <br />MULTI -PASS FILLET WELDS <br />INSP <br />SPECIAL INSPECTOR <br />STRUCTURALSTEEL, <br />PJP GROOVE WELDS <br />INSP <br />- <br />SPECIAL INSPECTOR <br />STEEL DECK, & <br />PRECAST CONCRETE <br />CJP <br />BEFORE <br />- <br />INSP <br />SPECIAL INSPECTOR <br />DURING <br />INSP <br />- <br />TESTING LAB <br />GROOVE <br />GELDS <br />(AFTER <br />- <br />TEST <br />TESTING LAB <br />DECK WELDS <br />- <br />INSP <br />SPECIAL INSPECTOR <br />WELDING OF REINFORCING <br />STEEL <br />INSP <br />- <br />NOTE 2 <br />- <br />TEST <br />SPECIAL INSPECTOR <br />HEADED STUDS <br />- <br />TEST <br />SPECIAL INSPECTOR <br />HIGH -STRENGTH BOLT <br />- <br />INSP <br />SPECIAL INSPECTOR <br />INSTALLATION (BEARING TYPE) <br />_ <br />TEST <br />TESTING LAB <br />HIGH -STRENGTH BOLT <br />- <br />INSP <br />SPECIAL INSPECTOR <br />INSTALLATION (SLIP -CRITICAL) <br />TEST <br />TESTING LAB <br />ERECTION OF PRECAST <br />CONCRETE MEMBERS <br />_ <br />INSP <br />SPECIAL INSPECTOR <br />ALL SUB-PURLIN <br />HANGERS <br />- <br />INSP <br />SPECIAL INSPECTOR <br />LATERAL <br />FORCE RESISTING MEMBERS <br />NAILING e 4" OC & <br />STRAPPING OF <br />SHEARWALLS, <br />- <br />INSP <br />SPECIAL INSPECTOR <br />DIAPHRAGMS, & TOP <br />CHORDS <br />STRUCTURAL WOOD <br />FRAMING <br />� <br />NAILING, BOLTING, <br />ANCHORING, & FASTENING <br />- <br />INSP <br />SPECIAL INSPECTOR <br />OF OTHER ELEMENTS <br />GANG NAIL TRUSSES W/ <br />SPAN > 60': MEMBER <br />RESTRAINT BRACING <br />- <br />INSP <br />SPECIAL INSPECTOR <br />INSTALLATION <br />CONSTRUCTION OF MORTAR <br />JOINTS <br />_ <br />INSP <br />SPECIAL INSPECTOR <br />GROUT SPACE PREPARATION <br />- <br />INSP <br />SPECIAL INSPECTOR <br />TYPE, SIZE, & LOCATION OF REINF <br />& ANCHORAGES <br />_ <br />INSP <br />SPECIAL INSPECTOR <br />STRUCTURAL <br />PLACEMENT OF GROUT <br />INSP <br />- <br />SPECIAL INSPECTOR I <br />MASONRY <br />COLD & HOT WEATHER <br />PROCEDURES <br />- <br />INSP <br />SPECIAL INSPECTOR <br />MORTAR & GROUT PROPORTIONS <br />- <br />INSP <br />SPECIAL INSPECTOR <br />GROUT & MORTAR SPECIMENS i <br />PRISMS <br />- <br />INSP <br />SPECIAL INSPECTOR <br />FIELD WELDED CONNECTIONS <br />- <br />INSP <br />SPECIAL INSPECTOR <br />ADHESIVE ANCHORS <br />INSP <br />- <br />SPECIAL INSPECTOR <br />EXPANSION ANCHORS <br />- <br />INSP <br />SPECIAL INSPECTOR <br />SCREWS <br />- <br />INSP <br />SPECIAL INSPECTOR <br />FIELD WELDED CONNECTIONS <br />- <br />INSP <br />SPECIAL INSPECTOR <br />LATERAL FORCE RESISTING MEMBERS <br />COLD -FORMED STEEL <br />, <br />FRAMING <br />FASTENING < 4" OC & <br />STRAPPING OF <br />SHEARWALLS, <br />- <br />INSP <br />SPECIAL INSPECTOR <br />DIAPHRAGMS, & TOP <br />CHORDS <br />(BOLTING, ANCHORING, & <br />FASTENING OF OTHER <br />- <br />INSP <br />SPECIAL INSPECTOR <br />ELEMENTS <br />ADHESIVE ANCHORS <br />INSP <br />- <br />SPECIAL INSPECTOR <br />METAL FABRICATIONS, <br />METAL STAIRS, <br />EXPANSION ANCHORS <br />- <br />INSP <br />SPECIAL INSPECTOR <br />RAILINGSV 9G <br />HANDCONCRETE <br />CONCRETE PLACEMENT <br />- <br />INSP <br />SPECIAL INSPECTOR <br />MATERIALS <br />- <br />TEST <br />TESTING LAB <br />SPRAYED <br />FIRE-- RESISTIVE <br />MATERIAL <br />SP YED FIRE -RESISTIVE <br />MATERIALS <br />- <br />TEST <br />TESTING LAB I <br />SPECIAL CASES <br />NOTES: <br />SPECIAL INSPECTION OF SHOP FABRICATION AND SHOP WELDING SHALL MATCH THE <br />REQUIREMENTS FOR FIELD FABRICATION AND FIELD WELDING UNLESS SHOP <br />CERTIFICATION DOCUMENTS ARE REVIEWED AND ACCEPTED BY THE OWNER. IF <br />APPROVED BY THE OWNER, SPECIAL INSPECTION OF SHOP FABRICATION AND SHOP <br />WELDING SHALL NOT BE REQUIRED FOR CERTIFIED FABRICATORS AS REQUIRED BY THE <br />STRUCTURAL STEEL SECTION OF THE GENERAL STRUCTURAL NOTES. EXCEPTIONS: ALL <br />COMPLETE -PENETRATION WELDS ARE REQUIRED TO BE ULTRASONICALLY TESTED BY AN <br />INDEPENDENT TESTING LAB. <br />2. CONTINUOUS INSPECTION REQUIRED FOR WELDING OF REINFORCING STEEL (RESISTING <br />FLEXURAL & AXIAL FORCES IN INTERMEDIATE & SPECIAL MOMENT FRAMES, BOUNDARY <br />ELEMENTS OF SPECIAL STRUCTURAL WALL OF CONCRETE, & SHEAR REINFORCEMENT. <br />PERIODIC INSPECTION IS ACCEPTABLE FOR WELDING OF OTHER REINFORCING STEEL. <br />Mmy'l�i <br />cu <br />AT <br />➢NT <br />INTERIOR <br />AB <br />ANCHOR BOLT <br />JST <br />JOIST <br />ACI <br />AMERICAN CONCRETE INSTITUTE <br />K <br />KIPS <br />ADD`L <br />ADDITIONAL <br />KSF <br />KIPS PER SQUARE FOOT <br />AESS <br />ARCHITECTURALLY EXPOSED <br />KSI <br />KIPS PER SQUARE INCH <br />STRUCTURALSTEEL <br />AFF <br />ABOVE FINISH FLOOR <br />L <br />ANGLE <br />AISC <br />AMERICAN INSTITUTE OF STEEL <br />LL <br />LIVE LOAD <br />CONSTRUCTION <br />ALT <br />ALTERNATE <br />LLH <br />LONG LEG HORIZONTAL <br />APPROX <br />APPROXIMATE <br />LLV <br />LONG LEG VERTICAL <br />ARCM <br />ARCHITECTURAL) <br />LONG <br />LONGITUDINAL <br />ATR <br />ALL -THREAD ROD <br />LSL <br />LAMINATED STRAND LUMBER <br />B/ <br />BOTTOM OF <br />LVL_ <br />LAMINATED VENEER LUMBER <br />BE <br />BOUNDARY ELEMENT <br />MAS <br />MASONRY <br />BLDG <br />BUILDING <br />MAIL <br />MATERIAL <br />BLKG <br />BLOCKING <br />MAX <br />MAXWUM <br />BM <br />BEAM <br />MB <br />MACHINE BOLT <br />BN <br />BOUNDARY NAILING) <br />MECH <br />MECHANICAL <br />BOTT <br />BOTTOM <br />MFR <br />MANUFACTURER <br />BRG <br />BEARING <br />MIN <br />MINIMUM <br />IBTWN <br />BETWEEN <br />WSC <br />MISCELLANEOUS <br />CFS <br />COLD FORMED STEEL <br />MTL <br />METAL <br />CIP <br />CAST -IN -PLACE <br />(N) <br />NEW <br />CJ <br />CONTROL JOINT <br />NIC <br />NOT IN CONTRACT <br />CL / <br />CENTER LINE <br />NO. / <br />NUMBER <br />CLR <br />CLEAR <br />NOM <br />NOMINAL <br />CMU <br />CONCRETE MASONRY UNIT <br />NS <br />NEAR SIDE <br />COL <br />COLUMN <br />NTE <br />NOT TO EXCEED <br />CONC <br />CONCRETE <br />NTS <br />NOT TO SCALE <br />CONN <br />CONNECTION <br />OC <br />ON CENTER <br />CONST JOINT <br />CONSTRUCTION JOINT <br />OD <br />OUTSIDE DIAMETER <br />CONT <br />CONTINUOUS <br />OF / OSF <br />OUTSIDE FACE <br />COORD <br />COORDINATE <br />OH <br />OPPOSITE LAND <br />CTR/CNTR <br />CENTER <br />OPNG <br />OPENING <br />d <br />PENNY (NAILS) <br />OPP <br />OPPOSITE <br />DBA <br />DEFORMED BAR ANCHOR <br />OVi4/WJ <br />OPEN WEB WOOD JOIST <br />DBL <br />DOUBLE <br />PDA <br />POWDER DRIVEN ANCHOR <br />DO <br />DEMAND CRITICAL WELD <br />Pi <br />PANEL JOINT <br />DET / DTL <br />DETAIL <br />PL <br />PLATE <br />DFL <br />DOUGLAS FIR/LARCH <br />PLB <br />PARALLAM BEAM <br />DIA/0 <br />DIAMETER <br />PL9D / PLY <br />PLYWOOD <br />DiAPH <br />DIAPHRAGM <br />PNL <br />PANEL <br />DIM <br />DIMENSION <br />PS <br />POUR STRIP <br />DL <br />DEAD LOAD <br />PSF <br />POUNDS PER SQUARE FOOT <br />DWG <br />DRAWING <br />PSI <br />POUNDS PER SQUARE INCH <br />E/ <br />EDGE OF <br />PSL <br />PARALLEL STRAND LUMBER <br />EA <br />EACH <br />PT <br />PRESSURE TREATED <br />EF <br />EACH FACE <br />REF <br />REFERENCE <br />EIFS <br />EXTERIOR INSULATED FINISH... <br />REINF <br />REINFORCING <br />ELECT <br />ELECTRICAL <br />REQ / REQ°D <br />REQUIRED <br />ELEV <br />ELEVATION <br />REV <br />REVISION <br />EN <br />EDGE NAILING) <br />SCHED <br />SCHEDULE <br />ENGR <br />ENGINEER <br />SFRS <br />SEISMIC FORCE RESISTING SYSTEM <br />EQ <br />EQUAL <br />SHTG / SHT`G <br />SHEATHING <br />ES <br />EACH SIDE <br />Sim <br />SIMILAR <br />EW <br />EACH WAY <br />SLRS <br />SEISMIC LOAD RESISTIVE SYSTEM <br />EXIST/(E) <br />EXISTING <br />SLV <br />SHORT LEG VERTICAL <br />EXP JT / EJ <br />EXPANSION JOINT <br />SMS <br />SHEET METAL SCREW <br />EXT <br />EXTERIOR <br />SOG <br />SLAB ON GRADE <br />F/ <br />FACE OF <br />SP <br />SPACE (D)(S) <br />FB <br />FLAT BAR <br />SPEC(S) <br />SPECIFICATION <br />FIN <br />FINISHED) <br />STAGG <br />STAGGERED <br />FLR <br />FLOOR <br />STD <br />STANDARD <br />FND <br />FOUNDATION <br />STIFF <br />STIFFENER <br />FOW <br />FACE OF WALL <br />T&B <br />TOP & BOTTOM <br />FS <br />FAR SIDE <br />T/ <br />TOP OF <br />FT <br />FEET / FOOT <br />THK <br />THICK / THICKNESS <br />FTG <br />FOOTING <br />TL <br />TOTAL LOAD <br />GA <br />GAUGE <br />TN <br />TOE NAIL <br />GALV <br />GALVANIZED <br />TRANS/TRANSV <br />TRANSVERSE <br />GL <br />GLULAM <br />TS <br />TUBE STEEL <br />GLB <br />GLULAM BEAM <br />TYP <br />TYPICAL <br />HCFvI <br />HOLLOW CLAY MASONRY <br />UON / UNO <br />UNLESS OTHERWISE NOTED <br />HDR <br />HEADER <br />VERT <br />VERTICAL <br />HORIZ <br />HORIZONTAL <br />W/ <br />WITH <br />HVAC <br />HEATING, VENTILATION, & AIR <br />W/O <br />WITHOUT <br />CONDITIONING <br />HWS <br />HEADED WELD STUD <br />WD <br />WOOD <br />IBC <br />INTERNATIONAL BUILDING CODE <br />WF <br />WIDE FLANGE BEAM <br />ID <br />INSIDE DIAMETER <br />WP <br />WORK POINT <br />IF <br />INSIDE FACE <br />WVVF <br />WELDED WIRE FABRIC <br />INSP <br />INSPECTION / INSPECTOR <br />IN ACCORDANCE Wl IBC CH 17 & AT THE (DIRECTION OF THE ENGINEER OF RECORD, <br />THE FOLLOWING ITEMS REQUIRE PERIODIC STRUCTURAL OBSERVATION. NOTIFY <br />ENGINEER OF RECORD AT LEAST 45 HOURS BEFORE A DESIGNATED WORK IS TO BE <br />COVERED. <br />ITEM <br />DESCRIPTION <br />1. ROOF <br />METAL DECK ATTACHMENT <br />2. CLADDING SUPPORT <br />METAL STUDS AND LINTEL ANGLE ATTACHMENT TO <br />STRUCTURE <br />