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SPECIAL INSPECTION PROGRAM PER SECTION 17041.MATERIAL VERIFICATION OF HI-STRENGTH BOLTS, NUTS ANDWASHERS:A.IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDSSPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS.B.MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.2.INSPECTION OF HIGH-STRENGTH BOLTING:A.BEARING CONNECTIONB.SLIP-CRITICAL CONNECTIONS3.MATERIAL VERIFICATION OF STRUCTURAL STEELA.IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDSSPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS.B.MANUFACTURERS' CERTIFIED MILL TEST REPORTS.4.MATERIAL VERIFICATION OF WELD FILLER MATERIALS:A.IDENTIFICATION MARKINGS TO CONFORM TO AWSSPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTSB.MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.5.INSPECTION OF WELDING:A.STRUCTURAL STEEL:(1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS(2) MULTIPASS FILLET WELDS.(3) SINGLE-PASS FILLET WELDS > 5/16"(4) SINGLE-PASS FILLET WELDS < 5/16"(5) FLOOR AND ROOF DECK WELDSB.REINFORCING STEEL:(1) VERIFICATION OF WELDABILITY OF REINFORCING STEELOTHER THAN ASTM A 706(2)REINFORCING STEEL-RESISTING FLEXURAL AND AXIAL FORCESIN INTERMEDIATE AND SPECIAL MOMENT FRAMES, ANDBOUNDARY ELEMENTS OR SPECIAL REINFORCED CONCRETESHEAR WALLS AND SHEAR REINFORCEMENT.(3)SHEAR REINFORCEMENT.(4)OTHER REINFORCING STEEL.6.INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCEWITH APPROVED CONSTRUCTION DOCUMENTS:A.DETAILS SUCH AS BRACING AND STIFFENINGB.MEMBER LOCATIONSC.APPLICATION OF JOIST DETAILS AT EACH CONNECTIONCONTINUOUS PERIODICVERIFICATION AND INSPECTION TASK1.INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSINGTENDONS, AND PLACEMENT.2.INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCEWITH TABLE 1704.3, ITEM 5B.3.INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO ANDDURING PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADSHAVE BEEN INCREASED.4.VERIFYING USE OF REQUIRED DESIGN MIX.5.AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATESPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIRCONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THECONCRETE.6.INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FORPROPER APPLICATION TECHNIQUES.7.INSPECTION FOR MAINTENANCE OF SPECIFIED CURINGTEMPERATURE AND TECHNIQUES.8.INSPECTION OF PRESTRESSED CONCRETE:A.APPLICATION OF PRESTRESSING FORCES.B.GROUTING OF BONDED PRESTRESSING TENDONS IN THESEISMIC-FORCE-RESISTING SYSTEM.9.ERECTION OF PRECAST CONCRETE MEMBERS.10.VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TOSTRESSING OF TENDONS IN POSTTENSIONED CONCRETE ANDPRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS ANDSTRUCTURAL SLABS.11.INSPECT FORMWORK FOR SHAPE, LOCATION ANDDIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.CONTINUOUS PERIODICVERIFICATION AND INSPECTION TASK1.VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TOACHIEVE THE DESIGN BEARING CAPACITY.2.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTHAND HAVE REACHED PROPER MATERIAL3.PERFORM CLASSIFICATION AND TESTING OF CONTROLLEDFILL MATERIALS4.VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFTTHICKNESSES DURING PLACEMENT AND COMPACTION OFCONTROLLED FILL.5.PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVESUBGRADE AND VERIFY THAT SITE HAS BEEN PREPAREDPROPERLYCONTINUOUS PERIODICVERIFICATION AND INSPECTIONREQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION - TABLE 1704.3REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION - TABLE 1704.4CONCRETE INSPECTION EXCEPTIONS: (1704.4) SPECIAL INSPECTION IS NOT REQUIRED FOR:1.ISOLATED SPREAD FOOTINGS OF BUILDINGS THREE STORIES OR LESS IN HEIGHT THAT ARE FULLY SUPPORTED ONEARTH OR ROCK.2.CONTINUOUS CONCRETE FOOTINGS SUPPORTING WALLS OF BUILDINGS THREE STORIES OR LESS IN HEIGHT THATARE FULLY SUPPORTED ON EARTH OR ROCK WHERE:2.1THE FOOTINGS SUPPORT WALLS OF LIGHT FRAME CONSTRUCTION;2.2THE FOOTINGS ARE DESIGNED IN ACCORDANCE WITH TABLE 1805.4.2; OR2.3THE STRENGTH DESIGN OF THE FOOTING IS BASED ON f'c= 2,500 PSI OR LESS, REGARDLESS OF THE COMPRESSIVE STRENGTH SPECIFIED IN THE IN THE CONSTRUCTION DOCUMENTS OR USED IN THE FOOTINGCONSTRUCTION.3.NON STRUCTURAL CONCRETE SLABS SUPPORTED DIRECTLY ON THE GROUND, INCLUDING PRESTRESSED SLABS ONGRADE, WHERE THE EFFECTIVE PRE-STRESS IS LESS THAN 150 PSI.4.CONCRETE FOUNDATION WALLS CONSTRUCTED WITH TABLE 1805.5(5).5.CONCRETE PATIOS, DRIVEWAYS AND SIDEWALKS ON GRADE.SOILS INSPECTION EXCEPTIONS: (1704.7)1.SPECIAL INSPECTION IS NOT REQUIRED DURING PLACEMENT OF CONTROLLED FILL HAVING A TOTAL DEPTH OF 12"OR LESS.REQUIRED VERIFICATION AND INSPECTION OF SOILS - TABLE 1704.71.INSPECTOR SHALL INSPECT WOOD HIGH LOAD DIAPHRAGMSPER TABLE 2306.3.2. CHECK PANEL GRADE, THICKNESS,MEMBERS SIZES AT ADJOINING PANEL EDGES & NAILS ORSTAPLES.2. SPRAYED FIRE RESISTANT MATERIALS PER 1704.103.EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) PER1705.154.FIRE RESISTANT PENETRATIONS AND JOINTS PER 1705.15FOR RISK CATEGORY III & IV BUILDINGSCONTINUOUS PERIODICVERIFICATION AND INSPECTIONREQUIRED VERIFICATION AND INSPECTION OF MISCELLANEOUS ITEMSVERIFICATION AND INSPECTIONCONTINUOUS PERIODIC1.SEISMIC FORCE RESISTING SYSTEMS IN STRUCTURES ASSIGNEDTO SEISMIC DESIGN CATEGORY C, D, E, F2. DESIGNATED SEISMIC SYSTEMS IN STRUCTURES ASSIGNED TOSEISMIC DESIGN CATEGORY D, E, F:A. STRUCTURAL WELDING: EXCEPT SINGLE PASS FILLET WELDS < 516" IN SIZE AND FLOOR AND ROOF DECK WELDSB. STRUCTURAL WOOD: i. GLUING OPERATIONS OF SEISMIC RESISTING SYSTEMii. NAILING, BOLTING, ANCHORING AND OTHER FASTENINGOF COMPONENTS OF THE SEISMIC RESISTING SYSTEMINCLUDING: WOOD SHEAR WALLS, WOOD DIAPHRAGMS,DRAG STRUTS, BRACES, SHEAR PANELS AND HOLD-DOWNS.EXCEPTION: NOT REQUIRED AT SHEAR WALLS, DIAPHRAGMSINCLUDING NAILING, BOLTING, ANCHORING TO OTHERMEMBERS OF THE SEISMIC SYSTEM WHERE THE FASTENERSPACING OF THE SHEATHING IS MORE THAN 4" O.C. C. COLD-FORMED STEEL FRAMING: INSPECTION OF WELDINGOF SEISMIC RESISTING SYSTEM, SCREW ATTACHMENT,BOLTING, ANCHORING, AND FASTENING OF ITEMS IN SEISMICRESISTING SYSTEM, INCLUDING STRUTS, BRACES, ANDHOLD-DOWNS. D. PIER FOUNDATIONS: REQUIRED FOR SEISMIC DESIGNCATEGORIES C, D, E, F.i.INSPECT REBAR PLACEMENTii.CONCRETE PLACEMENTE. STORAGE RACKS AND ACCESS FLOORS: REQUIRED DURING ANCHORAGE OF ACCESS FLOORS AND STORAGE RACKS 8 FEET OR HIGHER IN SEISMIC DESIGN CATEGORY D, E, F.F. ARCHITECTURAL COMPONENTS: REQUIRED DURING ERECTION & FASTENING OF EXTERIOR CLADDING, INTERIOR & EXTERIOR NON-BEARING WALLS, VENEER IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY D, E, F. EXCEPTIONS: SPECIAL INSPECTION IS NOT REQUIRED FOR:1. ARCHITECTURAL COMPONENTS IN STRUCTURES 30FEET OR LESS IN HEIGHT.2. CLADDING & VENEER WEIGHING 5 PSF OR LESS.3. INTERIOR NON-BEARING WALLS WEIGHING 15 PSF ORLESS.G. ELECTRICAL AND MECHANICAL COMPONENTS:i.ANCHORAGE OF ELECTRICAL EQUIPMENT FOREMERGENCY OR STANDBY POWER SYSTEMS INSTRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORYC, D, E, F.ii.INSTALLATION OF ANCHORAGE OF OTHER ELECTRICALEQUIPMENT IN STRUCTURES ASSIGNED TO SEISMICDESIGN CATEGORY C, D, E, F.iii.INSTALLATION OF PIPING SYSTEMS INTENDED TO CARRYFLAMMABLE, COMBUSTIBLE OR HIGHLY TOXICCONTENTS AND THEIR ASSOCIATED MECHANICAL UNITSIN STRUCTURES ASSIGNED TO SEISMIC DESIGNCATEGORY C, D, E, F.iv.INSTALLATION OF HVAC DUCTWORK THAT WILLCONTAIN HAZARDOUS MATERIALS IN STRUCTURESASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E, F.v.INSTALLATION OF VIBRATION ISOLATION SYSTEMS INSTRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORYC, D, E, F WHERE THE CONSTRUCTION DOCUMENTSREQUIRE A NOMINAL CLEARANCE OF 0.25 INCHES ORLESS BETWEEN THE EQUIPMENT SUPPORT FRAME ANDRESTRAINT.F. SEISMIC ISOLATION SYSTEM: FABRICATION AND INSTALLATIONOF ISOLATOR UNITS AND ENERGY DISSIPATION DEVICES THATARE PART OF THE SEISMIC ISOLATION SYSTEM. REQUIRED VERIFICATIONS AND INSPECTIONS OF SEISMIC RESISTANCE - SECTION 1707VERIFICATION AND INSPECTIONCONTINUOUS PERIODIC1.REQUIRED IN WIND EXPOSURE CATEGORY B, WHERE 3-SECONDGUST BASIC WIND SPEED IS 120 MPH OR GREATER.2.REQUIRED IN WIND EXPOSURE CATEGORY C OR D, WHERE THE3-SECOND GUST BASIC WIND SPEED IS 110 MPH OR GREATER.REQUIRED VERIFICATIONS AND INSPECTIONS OF WIND RESISTANCE - SECTION 1705.4IF EITHER OF THE CONDITIONS ARE MET ABOVE THEN SPECIAL INSPECTION OF THE FOLLOWING ITEMS ISREQUIRED:1.ROOF CLADDING AND ROOF FRAMING CONNECTIONS.2.WALL CONNECTIONS TO ROOF AND FLOOR DIAPHRAGMS AND FRAMING.3.ROOF AND FLOOR DIAPHRAGM SYSTEMS, INCLUDING COLLECTORS, DRAG STRUTS, AND BOUNDARYELEMENTS.4.VERTICAL WINDFORCE RESISTING SYSTEMS, INCLUDING BRACED FRAMES, MOMENT FRAMES, ANDSHEAR WALLS.5.WINDFORCE RESISTING SYSTEM CONNECTIONS TO THE FOUNDATION.6.FABRICATION AND INSTALLATION OF SYSTEMS OR COMPONENTS REQUIRED TO MEET THE IMPACTRESISTANCE REQUIREMENTS.STRUCTURAL STEEL INSPECTION & EXCEPTIONS: (1704.2.2 & 1704.3)1.SPECIAL INSPECTIONS AS NOTED IN THE TABLE ABOVE ARE NOT REQUIRED WHERE THE WORK IS PERFORMED ONTHE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIALINSPECTION.2.SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD FABRICATION.3.THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS,PROVIDED THE MATERIALS, WELDING PROCEDURES, AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TOSTART OF THE WORK; PERIODIC INSPECTIONS ARE MADE OF THE WORK IN PROGRESS; AND A VISUAL INSPECTIONOF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING.3.1SINGLE PASS FILLET WELDS NOT EXCEEDING 516" IN SIZE.3.2FLOOR AND ROOF DECK WELDING3.3WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM3.4WELDED SHEET STEEL FOR COLD-FORMED STEEL FRAMING MEMBERS SUCH AS STUDS OR JOISTS.3.5WELDING OF STAIRS AND RAILING SYSTEMS.4.CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR STRUCTURAL WELDING DURING FABRICATION AND ERECTIONOF BUILDINGS OVER 160 FEET IN HEIGHT WITH STRUCTURAL STEEL MOMENT RESISTING FRAMES.ABBREVIATIONSAB=ANCHOR BOLTABV=ABOVEADD'L=ADDITIONALALT=ALTERNATEBEW=BOTTOM EACH WAYBLK=BLOCKBLKG=BLOCKINGBLW=BELOWBM=BEAMBN=BOUNDARY NAILINGBRG=BEARINGBTM=BOTTOMBTR=BETTERCBC=CALIFORNIA BUILDING CODECLG=CEILINGCONC=CONCRETEDBL=DOUBLEDF=DOUGLAS FIRDIA=DIAMETERDJ=DECK JOISTDP=DEEPDR=DROPEA=EACHEI=EXPANSION INDEXEMBED=EMBEDMENTEN=EDGE NAILINGEW=EACH WAYEWB=ENGINEERED WOOD BEAMEXT=EXTERIORFA=FROM ABOVEFDN=FOUNDATIONFH=FULL HEIGHTFJ=FLOOR JOISTFL=FLUSHFLR=FLOORFNGR=FINGERFRMG=FRAMINGFT=FEETGA=GAGEGLB=GLU-LAMGT=GIRDER TRUSSHDR=HEADERHGR=HANGERIBC=INTERNATIONAL BUILDING CODEIN=INCHINFO=INFORMATIONINT=INTERIORJST=JOISTLSL=LAMINATED STRAND LUMBERLVL=LAMINATED VENEER LUMBERMAX=MAXIMUMMFR=MANUFACTURERMIN=MINIMUMMULT=MULTIPLEO/C=ON CENTERPI=PLASTICITY INDEXPLT=PLATEPLYWD=PLYWOODPNL=PANELPSL=PARALLEL STRAND LUMBERPT=POST TENSIONREV=REVISION=ROOFRR=ROOF RAFTERSHTG=SHEATHINGSIM=SIMILARSPN=SOLE PLATE NAILINGSQ=SQUARESQSH=SQUASHSTD=STANDARDSW=SHEAR WALL=TOP PLATETSL=TRIANGULAR STRAND LUMBERTYP=TYPICALUBC=UNIFORM BUILDING CODEUNO=UNLESS NOTED OTHERWISEWWM=WELDED WIRE MESHRFTPW/=WITHW/O=WITHOUTBTWN=BETWEENN/A=NOT APPLICABLEN/P=NOT PROVIDEDAWA=ALIGN WITH ABOVE1.STRUCTURAL OBSERVATION:A.COORDINATION RESPONSIBILITIES OF CONTRACTOR: NOTIFY ARCHITECT (STRUCTURAL ENGINEER) 48 HOURS IN ADVANCE OF CRITICAL STAGES OF CONSTRUCTION INDICATED BELOW SO VISITS MAY BE SCHEDULED BY STRUCTURAL OBSERVER. FAILURE BY CONTRACTOR TO MEETOBSERVATION SCHEDULE MAY REQUIRE REMOVAL OF SUBSEQUENT WORK FOR OBSERVATION. CONTRACTOR TO BEAR COSTS OF REMOVAL AND REPLACEMENT OF FINISHED WORK OR FRAMING DAMAGED BY REMOVAL PROCESS OR AS REQUIRED FOR CORRECTIVE ACTION.B.PRE-CONSTRUCTION MEETING: OWNER MAY COORDINATE AND CALL FOR MEETING BETWEEN ARCHITECT (STRUCTURAL ENGINEER) RESPONSIBLE FOR STRUCTURAL DESIGN, STRUCTURAL OBSERVER, CONTRACTOR, AFFECTED SUBCONTRACTORS AND SPECIAL INSPECTOR.STRUCTURAL OBSERVER WILL PRESIDE OVER THIS MEETING. PURPOSE OF MEETING IS TO IDENTIFY MAJOR STRUCTURAL ELEMENTS AND CONNECTIONS THAT AFFECT VERTICAL AND LATERAL LOAD RESISTING SYSTEMS OF STRUCTURE AND TO REVIEW SCHEDULE OF STRUCTURALOBSERVATION, MATERIALS TESTING, AND SPECIAL INSPECTION OF PROJECT.C.CRITICAL STAGES OF CONSTRUCTION REQUIRING STRUCTURAL OBSERVATION:i.CASTING OF FIRST CONCRETE FOOTING.ii.FRAMING OBSERVATIONS2.MILL TEST REPORTS CERTIFYING MATERIALS: CONTRACTOR TO SUBMIT MILL TEST REPORTS CERTIFYING REINFORCING STEEL, STRESSING TENDONS, AND STRUCTURAL STEEL ARE OF IDENTIFIABLE TESTED STOCK TO OWNER, SPECIAL INSPECTOR, ARCHITECT (STRUCTURAL ENGINEER)AND, UPON REQUEST, TO GOVERNING CODE AUTHORITY. ENSURE MATERIALS ARE PROPERLY TAGGED FOR IDENTIFICATION. IF MILL TEST REPORTS CANNOT BE MADE AVAILABLE OR IF MATERIAL CANNOT BE IDENTIFIED, TESTING LABORATORY WILL PERFORM TESTS AS DIRECTED BYARCHITECT (STRUCTURAL ENGINEER). CONTRACTOR SHALL PAY TESTING RELATED TO TESTS AND INSPECTIONS OF UNIDENTIFIABLE MATERIALS FURNISHED WITHOUT MILL LABORATORY FOR COSTS TEST REPORTS, MATERIALS FOUND DEFICIENT AFTER INITIAL TESTS AND INSPECTIONS,OR MATERIALS REPLACING DEFICIENT MATERIALS.A.ULTRASONIC EXAMINATION OF HEAVY ROLLED SHAPES AND THICK PLATES AT PROPOSED WELDED MOMENT CONNECTIONS: WHERE COMPLETE PENETRATION GROOVE WELDS OCCUR AT GROUPS 4 AND 5 STRUCTURAL STEEL SHAPES, AS DEFINED IN ASTM A6, AND PLATESEXCEEDING 2 INCHES THICK, SUBMIT MILL TEST REPORTS TO ARCHITECT (STRUCTURAL ENGINEER) AND, UPON REQUEST, TO GOVERNING CODE AUTHORITY. MILL TEST REPORTS SHALL CERTIFY THAT CHARPY V-NOTCH TESTING WAS CONDUCTED IN COMPLIANCE WITH ASTM A6,SUPPLEMENTARY REQUIREMENT S5, INCLUDING IMPACT TEST COMPLYING WITH ASTM A673 AT FREQUENCY P WITH MINIMUM AVERAGE VALUE OF 20 FT.-LBS. ABSORBED ENERGY AT 70 DEGREES FAHRENHEIT.3.CERTIFICATE OF COMPLIANCE FOR OFFSITE FABRICATION: SUBMIT FOR STRUCTURAL STEEL, GLU-LAMS, AND PLYWOOD-WEB JOISTS, PRECAST CONCRETE IN COMPLIANCE WITH APPLICABLE CODE SECTION 1701.7. SUBMIT TO OWNER, TESTING LABORATORY, ARCHITECT (STRUCTURALENGINEER) AND GOVERNING CODE AUTHORITY.4.WELD TESTING AND INSPECTION: TESTING LABORATORY WILL SUBMIT WELD TEST RESULTS TO OWNER, CONTRACTOR, ARCHITECT (STRUCTURAL ENGINEER) AND, UPON REQUEST, TO GOVERNING CODE AUTHORITY. SEE SPECIFICATIONS FOR TESTING REQUIREMENTS NOT INDICATED ONSTRUCTURAL DRAWINGS.A. STRUCTURAL STEEL WELDING: APART FROM VISUAL INSPECTION AND REVIEW OF FABRICATION AND ERECTION REPORTS OF FABRICATOR/ERECTOR'S OWN QUALITY CONTROL TESTING AND INSPECTION, OWNER'S TESTING LABORATORY WILL PERFORM INDICATED SHOP AND FIELDINSPECTION AND TESTING. TESTING LABORATORY WILL BE AWS Q.C.-1 CERTIFIED AND WILL PROVIDE INSPECTORS FOR CONTINUOUS INSPECTION OF STEEL FABRICATION AND ERECTION AND STRUCTURAL WELDING. SHOP AND FIELD TESTING OF MATERIALS AND WELDING WILL BE ASFOLLOWS:i.ULTRASONIC TESTING IS REQUIRED FOR ALL (100%) PARTIAL AND COMPLETE PENETRATION WELDS. TEST GROOVE WELDING ON CONTINUITY PLATES BY ULTRASONIC TESTING AFTER BEAM FLANGE WELD CONNECTION. TESTING WILL BE PERFORMED 24 HOURS OR MORE AFTERCOMPLETION OF WELDING. WELD BACKING REMOVAL AREAS AND FILLET WELDS WILL BE SUBJECTED TO MAGNETIC PARTICLE EXAMINATION.ii.BASE METAL THICKER THAN 1-1/2 INCHES, SUBJECTED TO THROUGH THICKNESS WELD SHRINKAGE, WILL BE ULTRASONICALLY TESTED DIRECTLY BEHIND SUCH WELDS 48 HOURS OR MORE AFTER COMPLETION OF WELDING.iii.WELDS SHALL BE VISUALLY INSPECTED AND PERIODICALLY MEASURED (15 PERCENT MINIMUM).iv.CHECK 10 PERCENT OF FILLET WELDS BY MAGNETIC PARTICLE (ASTM E709-08 METHOD). CHECK 25 PERCENT OF CONTINUITY PLATE FILLET WELDS AND BEAM FILLET WELDS (100 PERCENT IN MOMENT ZONES) BY MAGNETIC PARTICLE.v.ULTRASONICALLY TEST COLUMN FLANGES LOCATED AT PROPOSED WELDED MOMENT CONNECTIONS, CONTINUITY PLATES, DOUBLER PLATES AND BASE PLATES WHERE COLUMN FLANGE OR PLATE THICKNESS EXCEEDS 1-1/2 INCHES. TEST FOR EVIDENCE OF LAMINATIONS,INCLUSIONS OR OTHER DISCONTINUITIES IN ACCORDANCE WITH ASTM A435, STRAIGHT BEAM STRUCTURAL SHAPES, AS APPLICABLE. TEST ZONE TO INCLUDE AREA 6 INCHES ABOVE AND BELOW EACH BEAM FLANGE CONNECTION. FOR PLATES, ANY DISCONTINUITY CAUSING ATOTAL LOSS OF BACK REFLECTION NOT CONTAINED WITHIN 3-INCH DIAMETER CIRCLE, OR ONE-HALF THICKNESS OF PLATE, WHICHEVER IS GREATER, WILL BE REJECTED. FOR ROLLED SHAPES, ASTM 898, LEVEL 1 CRITERIA APPLIES. TESTING WILL BE PERFORMED ON MATERIALPRIOR TO FABRICATION, AFTER FABRICATION, AND AFTER FINAL WELDING OF BEAM.vi.AMPERAGE, VOLTAGE, POLARITY AND ELECTRODE STICK OUT WILL BE VERIFIED FOR COMPLIANCE WITH ELECTRODE MANUFACTURER'S RECOMMENDATIONS.5.CONTINUOUS SPECIAL INSPECTION: UNLESS OTHERWISE INDICATED, CONTINUOUS SPECIAL INSPECTION WILL BE PERFORMED BY SPECIAL INSPECTOR COMPLYING WITH APPLICABLE CODE SECTION 1701 AND SPECIFICALLY APPROVED BY GOVERNING CODE AUTHORITY FOR EACHINSPECTION CATEGORY BELOW. PERIODIC INSPECTION IS NOT PERMITTED UNLESS INDICATED IN THE PROGRAM OR OTHERWISE ACCEPTED BY ARCHITECT (STRUCTURAL ENGINEER). SEE SPECIFICATIONS FOR ADDITIONAL SPECIAL INSPECTION REQUIREMENTS.QUALITY ASSURANCE (STRUCTURALOBSERVATION, MATERIALS TESTING, AND SPECIAL INSPECTION). WOOD HARDWARE NAILING SCHEDULEHDU14Not AvailableN/AHDU11Not AvailableN/ASSTB34STB3410,100SSTB24STB245,175STHD14(24) 16d SinkersHDQ8(20) 1/4" dia. x 3" Long SDS ScrewsHTT5(26) 10d SinkersFastener ScheduleProduct NumberCapacityUSP Lumber ConnectorsCMST14CMST14CS16CS16LTP4A35LS50LTP4A35LS50H110d Common8d CommonShear Walls:Thru PlywoodAt Blocking or Rim1-1/2" x .131"Thru PlywoodDirectly to TimberThru PlywoodDirectly to TimberS.W.'S 2,3,4, & 6S.W. 2B1-1/2" x .148"1-1/2" x .131"1-1/2" x .131"2-1/2" x .148"2-1/2" x .131"2-1/2" x .131"1-1/2" x .131"2-1/2" x .131"2-1/2" x .131"2-1/4" x .148"At Blocking or RimAt Blocking or RimThru PlywoodThru PlywoodAPPLICATIONNAIL SIZE3-1/4" x .148"HoldownHARDWAREANCHOR BOLTSHOLDOWNS(4) 8d Nails(12) 8d Nails(8) 10d Nails(12) 8d Nails(26) 8d Nails(76) 10d Nails(76) 10d Nails(26) 8d Nails(12) 8d Nails(12) 8d Nails(8) 10d NailsAt Rafters/TrussesHoldownHoldownHoldownHoldownRT15MP5MP4FMP5MPA1MP4FRS150RS150MPA1500455455CMST14CMST1457056557056517001700649064903" x .148"N/AN/AN/AHoldown AnchorHoldown AnchorN/AN/A14,37511,17510,1005,1753,8509,2304,670Product NumberCapacity (Lbs.)Simpson4854504505154504505151705170564906490(30) 1/4" dia. x 2-1/2" Long SDS Screws(36) 1/4" dia. x 2-1/2" Long SDS ScrewsSTRAPSCMST12CMST12Thru PlywoodDirectly to Timber(100) 10d Nails(100) 10d NailsCMST12CMST1293209320923592351-1/2" x .148"2-1/2" x .148"1-1/2" x .148"2-1/2" x .148"(Lbs.)SOLE PLATE TO JOIST OR BLOCKING, AND BRACED WALL PANELSSOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAILDOUBLED TOP PLATES, TYPICAL FACE NAILDOUBLE STUDS, FACE NAILBRIDGING TO JOIST, TOENAIL EACH ENDWIDER THAN 1" x 6" SUBFLOOR TO EACH JOIST, FACE NAIL1" x 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAILCONNECTIONNAILINGRAFTER TO PLATE, TOENAIL.CEILING JOISTS TO PARALLEL, RAFTERS, FACE NAIL - TABLE 2308.10.4.1CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL - TABLE 2308.10.4.1CONTINUOUS HEADER TO STUD, TOENAIL.CEILING JOISTS TO PLATE, TOENAIL.CONTINUOUS HEADER, TWO PIECES.TOP PLATES, LAP AND INTERSECTIONS, FACE NAIL.RIM JOIST TO TOP PLATE, TOENAIL.BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATES, TOENAILSTUD TO SOLE PLATE, TOENAILJOIST TO SILL OR GIRDER, TOENAILTOP PLATE TO STUD, END NAIL.DOUBLED TOP PLATES, LAP SPLICE 1" BRACE TO EACH STUD AND PLATE, FACE NAIL.1" x 8" SHEATING OR LESS TO EACH BEARING, FACE NAIL.WIDER THAN 1" x 8" SHEATHING TO EACH BEARING, FACE NAIL.BUILT-UP CORNER STUDS.BUILT-UP GIRDER AND BEAMS2" PLANKS.(3) 8d COMMON , (3) 3" x 0.131" NAILS, OR (3) 3" 14 GAGE STAPLES (2) 8d COMMON , (2) 3" x 0.131" NAILS, OR (2) 3" 14 GAGE STAPLES (2) 8d COMMON(3) 8d COMMON(2) 16d COMMON16d (3 1/2" x 0.135") AT 16" o/c, 3" x 0.131" NAILS AT 8" o/c, OR 3" 14 GAGE STAPLES AT 12" o/c(2) 16d COMMON , (3) 3" x 0.131" NAILS, OR (3) 3" 14 GAGE STAPLES (4) 8d COMMON , (3) 3" x 0.131" NAILS, OR (3) 3" 14 GAGE STAPLES 16d (3 1/2" x 0.135") AT 24" o/c, 3" x 0.131" NAILS AT 8" o/c, OR 3" 14 GAGE STAPLES AT 8" o/c8d (2 1/2" x 0.131") AT 6" o/c, 3" x 0.131" NAILS AT 6" o/c, OR 3" 14 GAGE STAPLES AT 6" o/c(2) 16d COMMON , (3) 3" x 0.131" NAILS, OR (3) 3" 14 GAGE STAPLES 16d COMMON AT 16" o/c ALONG EACH EDGE(3) 8d COMMON , (3) 3" x 0.131" NAILS, OR (3) 3" 14 GAGE STAPLES (3) 8d COMMON , (5) 3" x 0.131" NAILS, OR (5) 3" 14 GAGE STAPLES (4) 8d COMMON(2) 16d COMMON MIN., (4) 3" x 0.131" NAILS, OR (4) 3" 14 GAGE STAPLES (2) 16d COMMON MIN., (4) 3" x 0.131" NAILS, OR (4) 3" 14 GAGE STAPLES (3) 8d COMMON16d COMMON AT 24" o/c, 3" x 0.131" NAILS AT 16" o/c, OR 3" 14 GAGE STAPLES AT 16" o/c (3) 8d COMMON, (3) 3" x 0.131" NAILS, OR (3) 3" 14 GAGE STAPLES (2) 8d COMMON, (2) 3" x 0.131" NAILS, OR (3) 3" 14 GAGE STAPLES (3) 8d COMMON(2) 20d COMMON, (3) 3" x 0.131" NAILS, OR (3) 3" 14 GAGE STAPLES AT ENDS AND AT EACH SPLICE(2) 16d COMMON AT EACH BEARING(3) 16d (3 1/2" x 0.135") AT 16", (4) 3" x 0.131" NAILS AT 16", OR (4) 3" 14 GAGE STAPLES AT 16"(8) 16d COMMON , (12) 3" x 0.131" NAILS, OR (12) 3" 14 GAGE STAPLES 20d COMMON AT 32" o/c, 3" x 0.131" NAILS AT 24" o/c, OR 3" 14 GAGE STAPLES AT 24" o/c AT CONVENTIONAL WOOD FRAMING REQUIREMENTS - IBC TABLE 2304.10.1STUD TO SOLE PLATE, END NAIL(2) 16d COMMON , (3) 3" x 0.131" NAILS, OR (3) 3" 14 GAGE STAPLES 16d (3 1/2" x 0.135") AT 16" o/c, 3" x 0.131" NAILS AT 12" o/c, OR 3" 14 GAGE STAPLES AT 12" o/cAT TOP AND BOTTOM, STAGGEREDCOLLAR TIE TO RAFTER, FACE NAIL(3) 10d COMMON, (4) 3" x 0.131" NAILS, OR (4) 3" 14 GAGE STAPLES JACK RAFTER TO HIP, TOENAIL(3) 10d COMMON, (4) 3" x 0.131" NAILS, OR (4) 3" 14 GAGE STAPLES JACK RAFTER TO HIP, FACE NAIL(2) 16d COMMON, (3) 3" x 0.131" NAILS, OR (3) 3" 14 GAGE STAPLES ROOF RAFTER TO 2x RIDGE BEAM, TOENAIL(2) 16d COMMON, (3) 3" x 0.131" NAILS, OR (3) 3" 14 GAGE STAPLES ROOF RAFTER TO 2x RIDGE BEAM, FACE NAIL(2) 16d COMMON, (3) 3" x 0.131" NAILS, OR (3) 3" 14 GAGE STAPLES JOIST TO BAND JOIST, FACE NAIL(3) 16d COMMON, (4) 3" x 0.131" NAILS, OR (4) 3" 14 GAGE STAPLES LEDGER STRIP, FACE NAIL(3) 16d COMMON, (4) 3" x 0.131" NAILS, OR (4) 3" 14 GAGE STAPLES FOR ITEMS 31-34 AND ALL FOOTNOTES, REFER TO CBC FASTENING SCHEDULE TABLE 2304.9.1Not AvailableN/ANot AvailableN/ANot AvailableN/AJob#:
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