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NUMMIXIM2,01MIN211 <br />y� WMANINIRM <br />IN ACCORDANCE . ti REQUIRE>, <br />INSPECTION. SEE THE SPECIFICATIONS AND DRAWINGS FOR ADDITIONALREQUIREMENTS <br />SHALLINSPECTION AND TESTING. SPECIAL INSPECTION w FOR AND PROVIDED BY THE <br />FREQUENCY <br />MATERIAL <br />! TASK <br />RESPONSIBLE FIRM <br />U) <br />V <br />z <br />0 <br />0 <br />V <br />GRADING, EXCAVATING, & FILL <br />INSP <br />- <br />GEOTECH OF RECORD <br />EARTHWORK <br />FILL MATERIAL <br />- <br />I 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 />INSP <br />SPECIAL INSPECTOR <br />SHAPE, LOCATION, & DIMENSIONS <br />OF CONCRETE MEMBER <br />- <br />INSP <br />SPECIAL INSPECTOR <br />CAST -IN -PLACE <br />CONCRETE <br />BOLTS INSTALLED IN CONCRETE <br />LISP <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 />I SPECIAL INSPECTOR <br />SPECIFIED CURING TECHNIQUES <br />- <br />INSP <br />SPECIAL INSPECTOR <br />i <br />CONCRETE MATERIALS <br />- <br />TEST <br />TESTING LAB ! <br />SHOP FABRICATION <br />- <br />- <br />NOTE 9 <br />SHOP WELDING ----,-- <br />- <br />- <br />NOTE I <br />STEEL FRAME FOR <br />( <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 />- <br />INSP <br />SPECIAL INSPECTOR <br />5/16° <br />SINGLE -PASS FILLET WELDS <br />GREATER THAN 5/161 <br />INSP <br />- <br />SPECIAL INSPECTOR <br />MULTI -PASS FILLET WELDS <br />INSP <br />- <br />I SPECIAL INSPECTOR <br />STRUCTURAL STEEL, <br />PJP GROOVE WELDS <br />INSP <br />- <br />SPECIAL INSPECTOR <br />BEFORE <br />CJP <br />- <br />INSP <br />SPECIAL INSPECTOR <br />STEEL DECK, & <br />PRECAST CONCRETE <br />INSP <br />- <br />- <br />TEST <br />TESTING LAB <br />TESTING LAB <br />GROOVE DURING <br />WELDS AFTER <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 />- <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 />_ <br />TEST <br />TESTING LAB <br />i <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 />MAILING 5 4" OC & <br />STRAPPING OF <br />SHEARWALLS, <br />— <br />INSP <br />SPECIAL INSPECTOR <br />DIAPHRAGMS, & TOP <br />STRUCTURAL WOOD <br />CHORDS <br />FRAMING <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 />INSP <br />( SPECIAL INSPECTOR <br />STRUCTURAL <br />PLACEMENT OF GROUT <br />INSP <br />— <br />SPECIAL INSPECTOR <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 / <br />PRISMS <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 D WELDED CONNECTIONS <br />- <br />INSP <br />SPECIAL INSPECTOR <br />LATERAL FORCE RESISTING MEMBERS <br />COLD -FORMED STEEL <br />FRAMING <br />FASTENING < 4" OC & <br />j <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 />RAILINGS, & <br />HANDRAILS <br />CONCRETE PLACEMENT <br />- <br />INSP <br />SPECIAL INSPECTOR <br />CONCRETE MATERIALS <br />- <br />f TEST <br />TESTING LAB <br />SPRAYED <br />FIRE -RESISTIVE <br />MATERIAL <br />SPRAYED FIRE -RESISTIVE <br />MATERIALS <br />- <br />TEST <br />TESTING LAB <br />—I <br />SPECIAL CASES <br />1 SPECIAL INSPECTION OF SHOP FABRICATION D SHOP <br />REQUIREMENTS FORFIELDFABRICATION AND FIELD WELDING UNLESS SHOP <br />DOCUMENTSCERTIFICATION y., D ACCEPTED <br />APPROVED yr . I kL INSPECTION OF SHOP FABRICATIONSHOP <br />WELDING SHALL NOT BE REQUIRED FOR CERTIFIED FABRICATORS AS REQBY THE <br />GENERALSTRUCTURAL STEEL SECTION OF THE OALL <br />COMPLETE-PENETRATIOND BY AN <br />INDEPENDENTLAB. <br />@ <br />AT <br />AS <br />ANCHOR BOLT <br />ACI <br />AMERICAN CONCRETE INSTITUTE <br />ADD°L <br />ADDITIONAL <br />AESS <br />ARCHITECTURALLY EXPOSED <br />STRUCTURAL STEEL <br />AFF <br />ABOVE FINISH FLOOR <br />RISC <br />AMERICAN INSTITUTE OF STEEL <br />CONSTRUCTION <br />ALT <br />ALTERNATE <br />APPROX <br />APPROXIMATE <br />ARCM <br />ARCHITECT(URAL) <br />ATR <br />ALL -THREAD ROD <br />B/ <br />BOTTOM OF <br />BE <br />BOUNDARY ELEMENT <br />BLDG <br />BUILDING <br />BLKG <br />BLOCKING <br />BM <br />BEAM <br />BN <br />BOUNDARY NAILING) <br />BOTT <br />BOTTOM <br />BRG <br />BEARING <br />BTWN <br />BETWEEN <br />CFS <br />COLD FORMED STEEL <br />CIP <br />CAST -IN -PLACE <br />CJ <br />CONTROL JOINT <br />CL /�_ <br />CENTER LINE <br />CLR <br />CLEAR <br />CMU <br />CONCRETE MASONRY UNIT <br />COL <br />COLUMN <br />CONIC <br />CONCRETE <br />CONN <br />CONNECTION <br />CONST JOINT <br />CONSTRUCTION JOINT <br />CONT <br />CONTINUOUS <br />COORD <br />COORDINATE <br />CTRICNTR <br />CENTER <br />d <br />PENNY (NAILS) <br />DBA <br />DEFORMED BAR ANCHOR <br />DBL <br />DOUBLE <br />DC <br />DEMAND CRITICAL WELD <br />DET / DTL <br />DETAIL <br />DFL <br />DOUGLAS FIR/LARCH <br />DIA / O <br />DIAMETER <br />DIAPH <br />DIAPHRAGM <br />DIM <br />DIMENSION <br />DL <br />DEAD LOAD <br />DWG <br />DRAWING <br />E/ <br />EDGE OF <br />EA <br />EACH <br />EF <br />EACH FACE <br />EIFS <br />EXTERIOR INSULATED FINISH... <br />ELECT <br />ELECTRICAL <br />ELEV <br />ELEVATION <br />EN <br />EDGE NAIL(ING) <br />ENGR <br />ENGINEER <br />EQ <br />EQUAL <br />ES <br />EACH SIDE <br />EW <br />EACH WAY <br />EXIST/(E) <br />EXISTING <br />EXP JT / EJ <br />EXPANSION JOINT <br />EXT <br />EXTERIOR <br />F/ <br />FACE OF <br />FB <br />FLAT BAR <br />FIN <br />FINISH(ED) <br />FLR <br />FLOOR <br />FND <br />FOUNDATION <br />FOW <br />FACE OF WALL <br />FS <br />FAR SIDE <br />FT <br />FEET/FOOT <br />FTG <br />FOOTING <br />GA <br />GAUGE <br />GALV <br />GALVANIZED <br />GL <br />GLULAM <br />GLB <br />GLULAM BEAM <br />HCM <br />HOLLOW CLAY MASONRY <br />HDR <br />HEADER <br />HORIZ <br />HORIZONTAL <br />HVAC <br />HEATING, VENTILATION, & AIR <br />CONDITIONING <br />HWS <br />HEADED WELD STUD <br />IBC <br />INTERNATIONAL BUILDING CODE <br />ID <br />INSIDE DIAMETER <br />IF <br />INSIDE FACE <br />INSP <br />INSPECTION / INSPECTOR <br />INT INTERIOR <br />JST JOIST <br />K KIPS <br />KSF KIPS PER SQUARE FOOT <br />L ANGLE <br />LL LIVE LOAD <br />LLH <br />LONG LEG HORIZONTAL <br />LLV <br />LONG LEG VERTICAL <br />LONG <br />LONGITUDINAL <br />LSL <br />LAMINATED STRAND LUMBER <br />LVL <br />LAMINATED VENEER LUMBER <br />MAS <br />MASONRY <br />MATL <br />MATERIAL <br />MAX <br />MAXIMUM <br />MB <br />MACHINE BOLT <br />MECH <br />MECHANICAL <br />MFR <br />MANUFACTURER <br />MIN <br />MINIMUM <br />MISC <br />MISCELLANEOUS <br />MTL <br />METAL <br />(N) <br />NEW <br />NIC <br />NOT IN CONTRACT <br />NO. / # <br />NUMBER <br />NOM <br />NOMINAL <br />NS <br />NEARSIDE <br />NTE <br />NOT TO EXCEED <br />NTS <br />NOT TO SCALE <br />OC <br />ON CENTER <br />OD <br />OUTSIDE DIAMETER <br />OF / OSF <br />OUTSIDE FACE <br />OH <br />OPPOSITE ELAND <br />OPNG <br />OPENING <br />OPP <br />OPPOSITE <br />OWWJ <br />OPEN WEB WOOD JOIST <br />PDA <br />POWDER DRIVEN ANCHOR <br />Pi FL <br />PANEL JOINT <br />PL <br />PLATE <br />PLB <br />PARALLAM BEAM <br />PLYWD / PLY <br />PLYWOOD <br />PNL <br />PANEL <br />PS <br />POUR STRIP <br />PSF <br />POUNDS PER SQUARE FOOT <br />PSI <br />POUNDS PER SQUARE INCH <br />PSL <br />PARALLEL STRAND LUMBER <br />PT <br />PRESSURE TREATED <br />REF <br />REFERENCE <br />REINF <br />REINFORCING <br />REQ / REQ'D <br />REQUIRED <br />REV <br />REVISION <br />SCHED <br />SCHEDULE <br />SFRS <br />SEISMIC FORCE RESISTING SYSTEM <br />SHTG / SHT'G <br />SHEATHING <br />SIM <br />SIMILAR <br />SLRS <br />SEISMIC LOAD RESISTIVE SYSTEM <br />SLV <br />SHORT LEG VERTICAL <br />SMS <br />SHEET METAL SCREW <br />BOG <br />SLAB ON GRADE <br />SP <br />SPACE (D)(S) <br />SPEC(S) <br />SPECIFICATION <br />STAGG <br />STAGGERED <br />STD <br />STANDARD <br />STIFF <br />STIFFENER <br />T&B <br />TOP & BOTTOM <br />T/ <br />TOP OF <br />THK <br />THICK / THICKNESS <br />TL <br />TOTAL LOAD <br />TN <br />TOE NAIL <br />TRANS/TRANSV <br />TRANSVERSE <br />TS <br />TUBE STEEL <br />TYP <br />TYPICAL <br />UON / UNO <br />UNLESS OTHERWISE NOTED <br />VERT <br />VERTICAL <br />W/ <br />WITH <br />WD WOOD <br />WF WIDE FLANGE BEAM <br />WP WORK POINT <br />WWF WELDED WIRE FABRIC <br />IN ACCORDANCE DIRECTION ROF O! !► <br />PERIODICTHE FOLLOWING ITEMS REQUIRE OBSERVATION. f <br />ENGINEER OF RECORD A8 HOURS BEFORE A DESIGNATED DWORK IS O B.. <br />ITEM <br />DESCRIPTION <br />3. ROOF <br />METAL DECK ATTACHMENT <br />2. CLADDING SUPPORT <br />METAL STUDS ARID LINTEL ANGLE ATTACHMENT TO <br />STRUCTURE <br />ry aka "� rt s <br />Project <br />BUiLDING DESIGN <br />TEMPLATE <br />RIGHTS2021 ALL .D <br />THESE DRAWINGS ARE THE PROPERTY OF <br />MACKENZIE AND ARE NOT TO BE USED <br />OR REPRODUCED ANY 1. <br />PERMISSIONWITHOUT PRIOR WRITTEN <br />REVISION SCHEDULE <br />Delta Issued As I Issue Date I <br />DRAWN BY: HMR <br />CHECKED BY: Checker <br />SHEET <br />2/23/2021 2:09:47 PIS 1 1/2" _ <br />1 r_01a <br />