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A <br />fir <br />The following Statement and Schedules of Inspections are those Special inspections and Tests that shall be per- <br />formed for this project. Special Inspectors shah reference these plans and IBC Chapter 17 for all special Inspec- <br />Von requirements. <br />The owner shall retain a WABO accredited Special inspections agency to provide special Inspections for this <br />pro�edt. Special Inspectors shall be qualified persons per IBC 1704.2.11. <br />Special Inspection reports shall be provided on a weekly basis. Submit copies of all Inspection reports to the <br />Architect/Engineer and the Authority Having Jurisdiction for review. In addition to special Inspection reports <br />and tests, submit reports and certificates noted In IBC 1704Z to the Authority Having Jurisdiction, Final special <br />Inspection reports wHi be required by each special Inspection firm per IBC 1704.,2,4. <br />STATEMENT OF SPECIAL INSPECTIONS: <br />This statement of Special Inspections has been written with the understanding that the Building Official well: <br />- Review and approve the quallflcatlons of the Special Inspectors <br />- Monitor the special Inspection activity on the project site to assure that Special Inspectors are qualified <br />and performing their duty as state within this statement. <br />- Review all Special Inspection Reports submitted to there by the Special Inspector <br />- Perform inspections as required by IBC Section 110.3. <br />The following Special Inspections are applicable to this project: <br />- Special Inspection for Standard Buildings (per IBC 1705.1) REQUIRED <br />- Special inspections for Seismic Resistance (per IBC 1705.12) REQUIRED <br />- Testing for Seismic Resistance (per IBC 1705.1) REQUIRED <br />- Special Inspections for Wind Resistance (per IBC `1705.1111) REQUIRED <br />POST -INSTALLED ANCHORS TO CONCRETE AND MASONRY: shall comply with IBC Section 1703. Inspections <br />shall be in accordance with the requirements set forth in the approved ICC Evaluation Report and as indicated by the <br />design requirements specified on the drawings. Refer to the POST INSTALLED ANCHORS section of these notes <br />for anchors that are the basis of the design. Special inspector shall verify anchors are as specified in the POST IN- <br />STALLED ANCHORS section of these notes or as otherwise specified on the drawings. Substitutions require approv- <br />al by the SER and require substantiating calculations and current 2015 IBC recognized ICC Evaluation Services (ES) <br />Report. Special Inspector shall document in their Special Inspection Report compliance with each of the elements <br />required within the applicable ICC Evaluation Services (ES) Report. <br />PREFABRICATED CONSTRUCTION: All prefabricated construction shall conform to IBC Section 1703. <br />SCHEDULES OF SPECIAL INSPECTIONS: <br />TABLE 1705.6 <br />REQUIRED If I ,I IINSPECTIONS AND TESTS OF S011LS <br />PERIODIC SPECIAL INSPEC- <br />TYPE <br />CONTINUOUS SPECIAL INSPECTION <br />TION <br />1. Verify materials below shallow foundations <br />are adequate to achieve the design bearing <br />X <br />capacity <br />2. Verify excavations are extended to proper <br />X <br />depth and have reach proper material <br />3. Perform classification and testing of com- <br />X <br />pacted fill materials <br />4. Verify use of proper materials, densities and <br />list thickness during placement and compac- <br />X <br />- <br />tion of compacted fill <br />5. Prior to placement of compacted fill, inspect <br />subgrade and verify that site has been pre- <br />X <br />pared properly <br />TABLE i L I 1705.3 <br />REQUIRED E P I `I INSPECTIONS AND TESTS OF CONCRETE N R I-t: <br />CONTINUOUS <br />PERIODIC SPE- <br />REFERENCED <br />TYPE <br />SPECIAL IN- <br />CIAL INSPEC- <br />IBC REFERENCE <br />STANDARD <br />SPECTION <br />TION <br />1. Inspection, reinforcement, including <br />ACI 318 Ch. 20, 25.2, <br />pre -stressing tendons, and verify <br />- <br />X <br />25.3, 26.5.1-26.6.3 <br />1908.4 <br />placement. <br />2. Reinforcing bar welding: <br />AWS D1.4 <br />ACI 318: 26.6.4 <br />a. Verify weldability of reinforcing <br />X <br />bars other than ASTM A706 <br />b. Inspect single pass fillet weld <br />X, <br />maximum 5116" <br />c. Inspect all other welds <br />X <br />- <br />3. Inspect anchors cast in concrete <br />- <br />X <br />ACI 318: 17.8.2 <br />- <br />4. Inspect anchors post -installed in <br />hardened concrete members: <br />a. Adhesive anchors installed in <br />horizontally or upwardly in- <br />clined orientations to resist <br />sustained tension loads <br />b. Mechanical anchors and adhe- <br />_ <br />X <br />ACI 318: 17.8.2 <br />sive anchors not defined in 4.a <br />5. Verify use of required design mix <br />X <br />ACI 318: Ch. 19, <br />1904.1, 1904.2, 1908.2, <br />26.4.3, 26.4.4 <br />1908.3 <br />6. Prior to concrete placement, fabri- <br />cate specimens, for strength tests, <br />ASTM C172 <br />perform slump and air content tests, <br />X <br />ASTM C31 <br />1908.10 <br />and determine the temperature of <br />ACI 318: 26.12 <br />the concrete <br />7. Verify maintenance of specified <br />X <br />ACI 318 .26.5.3 - <br />1908.9 <br />curing temperature and techniques <br />26.5.5 <br />8. Inspect formwork for shape, loca- <br />tion and dimensions of the con- <br />- <br />X <br />ACI 318: 26.11.1.2 (b) <br />- <br />crete member being formed <br />CONTINUOUS <br />PERIODIC SPE- <br />REFERENCED <br />TYPE <br />SPECIAL IN- <br />CIAL INSPEC- <br />STANDARD <br />SPECTION <br />TION <br />1. Shear Walls (where fastener spacing of the sheathing is 4inch- <br />I BC Section 1705.1 1.1 <br />es or less on center) <br />IBC Section 1705.12.2 <br />a. Anchor Bolts including proper bottom plate sizes (2x and <br />X <br />3x) and plate washers <br />b. Hold-downs (HD) and Continuous Rod Tie -Down Systems <br />X <br />(TDS) including squash blocks and anchors to concrete <br />c. A35 and LPT shear connectors <br />X <br />d. Strap Connectors <br />- <br />X <br />e. Boundary Edge Nailing <br />- <br />X <br />f. Plate Nailing and Panel Edge Nailing for size and spacing <br />- <br />X <br />g. Blocking <br />- <br />X <br />2. Moisture Content of wood studs, plates, beams, decking, and <br />X <br />joists <br />3. Roof truss'hurricane clips' <br />- <br />X <br />i <br />DRAWING LEGEND <br />MARK <br />DESCRIPTION <br />MARK <br />DESCRIPTION <br />F2.0 <br />FOOTING SYMBOL (REFER TO SPREAD <br />INDICATES WIDE FLANGE COLUMN <br />FOOTING SCHEDULE) <br />INDICATES HOLLOW <br />STRUCTURAL <br />017 <br />PILE CAP SYMBOL (REFER TO <br />° <br />SECTION (HSS) COLUMN OR <br />PILE CAP SCHEDULE) <br />TUBE STEEL (TS) <br />COLUMN <br />TILT-UP/PRECAST CONCRETE WALL <br />INDICATES HOLLOW STRUCTURAL <br />O <br />CONNECTION SYMBOL (REFER TO <br />o <br />SECTION (HSS) COLUMN OR <br />CONNECTION DETAIL) <br />STEEL PIPE COLUMN <br />2 4 <br />SHEAR WALL SYMBOL (REFER TO <br />® <br />INDICATES WOOD POST <br />I <br />SHEAR WALL SCHEDULE) <br />1� <br />REVISION TRIANGLE <br />® <br />INDICATES BUNDLED STUDS <br />TILT-UP/PRECAST CONCRETE WALL <br />PANEL NUMBER (REFER TO TILT -UP/ <br />INDICATES CONCRETE <br />COLUMN <br />PRECAST CONCRETE WALL ELEVATIONS <br />O <br />CMU WALL REINFORCING SYMBOL <br />(REFER TO CMU WALL REINFORCING <br />INDICATES PRECAST <br />CONCRETE COLUMN <br />SCHEDULE) <br />CONTINUITY PLATE LENGTH <br />INDICATES MOMENT FRAME <br />(REFER TO TYPICAL DETAIL) <br />CONNECTION <br />D S`> <br />INDICATES DOUBLE SHEAR <br />CONNECTION (REFER TO THE DOUBLE <br />INDICATES CANTILEVER <br />CONNECTION <br />SHEAR PLATE CONNECTIONS DETAIL) <br />INDICATES REINFORCING TYPE <br />OOTB <br />(REFER TO THE REINFORCING <br />INDICATES DRAG <br />CONNECTION <br />SCHEDULE) <br />SR_ <br />INDICATES NUMBER OF STUD RAIL <br />REQUIRED AT COLUMN (REFER TO <br />INDICATES WOOD OR STEEL STUD <br />WALL <br />STUD RAIL DETAILS) <br />ROOF/FLOOR DIAPHRAGM NAILING <br />10 <br />SYMBOL (REFER TO DIAPHRAGM <br />INDICATES MASONRY/CMU WALL <br />NAILING SCHEDULE) <br />0 C1 <br />STEEL/CONCRETE COLUMN <br />INDICATES CONCRETE/TILT-UP <br />SYMBOL (REFER TO STEEL <br />XX"xXX" <br />COLUMN SCHEDULE) <br />CONCRETE WALL <br />ELEVATION SYMBOL (T/ REFERS <br />INDICATES WOOD OR STEEL STUD <br />�T/FTG = X'-X" <br />TO COMPONENT THAT THE <br />SHEAR WALL <br />ELEVATION REFERENCES) <br />STUD BUBBLE (INDICATES NUMBER <br />OF STUDS REQUIRED IF EXCEEDS <br />_ _ _ _ <br />INDICATES BEARING WALL BELOW <br />NUMBER SPECIFIED IN PLAN NOTE) <br />INDICATES STEP IN FOOTING <br />s <br />(REFER TO TYPICAL STEP IN <br />------ <br />INDICATES EXISTING <br />WALL <br />FOOTING DETAIL) <br />X <br />DETAILS OR SECTION CUT <br />(DETAIL NUMBER/SHEET NUMBER) <br />POST -TENSION <br />DEAD END (PLAN) <br />SX.X <br />00 <br />DETAILS OR SECTION CUT IN PLAN <br />POST -TENSION <br />STRESSING END (PLAN) <br />®®® S0.3 <br />VIEW (DETAIL NUMBER/SHEET NUMBER) <br />INDICATES LOCATION OF CONCRETE <br />3 <br />POST -TENSION PROFILE (PLAN) <br />XX/SXX XX <br />WALLS, SHEAR WALLS OR BRACED <br />(IN INCHES) <br />FRAME ELEVATIONS <br />SPAN INDICATOR (INDICATES EXTENTS <br />F FRAMING MEMBERS OR OTHER <br />INTERMEDIATE <br />STRESSING (PLAN) <br />STRUCTURAL COMPONENTS) <br />INDICATES DIRECTION OF DECK SPAN <br />ABBREVIATIONS <br />L <br />Angle EXT <br />Exterior <br />PSF <br />Pounds per Square <br />AB <br />Anchor Bolt FD <br />Floor Drain <br />Foot <br />ADDL <br />Additional FDN <br />Foundation <br />PSI <br />Pounds Per Square <br />ADH <br />Adhesive FIN <br />Finish <br />Inch <br />ALT <br />Alternate FLR <br />Floor <br />PSL <br />Parallel Strand <br />ARCH <br />Architectural FRP <br />Fiberglass Reinforced Plastic <br />Lumber <br />B or BOT <br />Bottom FRT <br />Fire Retardant Treated <br />P-T <br />Post -Tensioned <br />B/ <br />Bottom Of FTG <br />Footing <br />PT <br />Pressure Treated <br />BLDG <br />Building F/ <br />Face of <br />R <br />Radius <br />BLKG <br />Blocking GA <br />Gage <br />RD <br />Roof Drain <br />BMU <br />Brick Masonry Unit GALV <br />Galvanized <br />REF <br />Refer/Reference <br />BP <br />Baseplate GEOTECH <br />Geotechnical <br />REINF <br />Reinforcing <br />BRBF <br />Buckling Restrained GL <br />Glue Laminated Timber <br />REQD <br />Required <br />Braced Frame GWB <br />Gypsum Wall Board <br />RET <br />Retaining <br />BRG <br />Bearing HDR <br />Header <br />SCBF <br />Special Concentric <br />BTWN <br />Between HF <br />Hem -Fir <br />Braced Frame <br />C <br />Camber HGR <br />Hanger <br />SCHED <br />Schedule <br />CL <br />Centerline HD <br />Hold-down <br />SFRS <br />Seismic Force- <br />CLT <br />Cross -Laminated HORIZ <br />Horizontal <br />Resisting System <br />Timber HP <br />High Point <br />SHTHG <br />Sheathing <br />CB <br />Castellated Beam HSS = TS <br />(Hollow Structural Section) <br />SIM <br />Similar <br />CIP <br />Cast in Place IBC <br />International Building <br />SMF <br />Special Moment <br />CJ <br />Construction or <br />Code <br />Frame <br />Control Joint ID <br />Inside Diameter <br />SOG <br />Slab on Grade <br />CJP <br />Complete Joint IE <br />Invert Elevation <br />SP <br />Southern Pine <br />Penetration IF <br />Inside Face <br />SPEC <br />Specification <br />CLR <br />Clear INT <br />Interior <br />SO. <br />Square <br />CLG <br />Ceiling k <br />Kips <br />SR <br />Studrail <br />CMU <br />Concrete Masonry KSF <br />Kips Per Square Foot <br />SF <br />Square Foot <br />Unit LF <br />Lineal Foot <br />SST <br />Stainless Steel <br />COL <br />Column LL <br />Live Load <br />STAGG <br />Stagger/Staggered <br />CONIC <br />Concrete LLH <br />Long Leg Horizontal <br />STD <br />Standard <br />CONN <br />Connection LLV <br />Long Leg Vertical <br />STIFF <br />Stiffener <br />CONST <br />Construction LP <br />Low Point <br />STL <br />Steel <br />CONT <br />Continuous LONGIT <br />Longitudinal <br />STRUCT <br />Structural <br />C'SINK <br />Countersink LSL <br />Laminated Strand Lumber <br />SWWJ <br />Solid Web Wood <br />CTRD <br />Centered LVL <br />Laminated Veneer Lumber <br />Joist <br />DIA <br />Diameter MAS <br />Masonry <br />SYM <br />Symmetrical <br />DB <br />Drop Beam MAX <br />Maximum <br />T <br />Top <br />DBA <br />Deformed Bar Anchor MECH <br />Mechanical <br />T/ <br />Top Of <br />DBL <br />Double MEZZ <br />Mezzanine <br />T&B <br />Top & Bottom <br />DEMO <br />Demolish MFR <br />Manufacturer <br />TC AX LD <br />Top Chord Axial Load <br />DEV <br />Development MIN <br />Minimum <br />TCX <br />Top Chord Extension <br />DF <br />Douglas Fir MISC <br />Miscellaneous <br />TDS <br />Tie Down System <br />DIAL <br />Diagonal NIC <br />Not In Contract <br />T&G <br />Tongue & Groove <br />DIST <br />Distributed NLT <br />Nail -Laminated <br />THKND <br />Thickened <br />DL <br />Dead Load <br />Timber <br />THRD <br />Threaded <br />DN <br />Down NTS <br />Not To Scale <br />THRU <br />Through <br />DO <br />Ditto OC <br />On Center <br />TRANSV <br />Transverse <br />DP <br />Depth/Deep OCBF <br />Ordinary Concentric Braced <br />TYP <br />Typical <br />DWG <br />Drawing <br />Frame <br />UBC <br />Uniform Building <br />(E) <br />Existing OD <br />Outside Diameter <br />Code <br />EA <br />Each OF <br />Outside Face <br />UNO <br />Unless Noted <br />EF <br />Each Face OPNG <br />Opening <br />Otherwise <br />EL <br />Elevation OPP <br />Opposite <br />URM <br />Unreinforced <br />ELEC <br />Electrical OWSJ <br />Open Web Steel Joist <br />Masonry Unit <br />ELEV <br />Elevator OWWJ <br />Open Web Wood Joist <br />VERT <br />Vertical <br />EMBED <br />Embedment PL <br />Plate <br />W <br />Wide <br />EQ <br />Equal PAF <br />Powder Actuated Fastener <br />W/ <br />With <br />EQUIP <br />Equipment PC <br />Precast <br />W/O <br />Without <br />EW <br />Each Way PERP <br />Perpendicular <br />WHS <br />Welded Headed Stud <br />EXP <br />Expansion PLWD <br />Plywood <br />WP <br />Working Point <br />EXP JT <br />Expansion Joint PP <br />Partial Penetration <br />VVVVF <br />Welded Wire Fabric <br />PREFAB <br />Prefabricated <br />± <br />Plus or Minus <br />:T OPYRIGHT N 0 T I C- E <br />THS OOCUMEHT AND THE NFOR�MATON <br />F ERE RE AT NG TO THE PROJECT ,aRF <br />API INSTRUMENT OF S AMD THE <br />COPYPGHTED PROPERTY OF 30TESCH- <br />HASH AHD HALL ARCH FELTS. P.S. PIO <br />PART HEREOF SHALL BE COPED. <br />DUPL ,ATED, E IHGUTED, DSCLOSED <br />OP. MADE /,LABLE TO 01HEPS OR <br />USL TO ANY E'r_li ','HArS0D/ER <br />EXCEPr AS EXPRE_,SLY AUTHOR7vD N <br />WRTHG BY BOTESC:H. HASH AND HALL <br />AECI-ITECTS. 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