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SPEGIAL INSPECTION <br />5EE NOTES 1 2 <br />CONTINUOUS <br />PERIODIC <br />REMARKS <br />FOUNDATION <br />I <br />EXCAVATION, GRADING AND FILL <br />X <br />BY 6EOTECHNI6AL ENGINEER <br />2 <br />FINAL FOUNDATION PREPARATION <br />X <br />BY GEOTECHNICAL ENGINEER <br />5 <br />PLACEMENT OF FOUNDATION AND RETAINING WALL BA( KFILL <br />X <br />BY GEOTEOHNICAL ENGINEER <br />4 <br />INSTALLATION OF AGGREGATE FOUNDATION SYSTEM <br />X <br />BY 6EOTECHNICAL ENGINEER <br />CONCRETE <br />I <br />INSPECTION OF REINFORCING STEEL, INCLUDING PLACEMENT <br />X <br />2 <br />INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE <br />WITH STEEL ITEM 5b BELOW <br />5 <br />IN5PEGT BOLT5 TO BE INSTALLED IN CONCRETE PRIOR TO <br />AND DURING PLACEMENT OF CONCRETE INHERE ALLOWABLE <br />LOAD5 HAVE BEEN I NCREA5ED <br />X <br />4 <br />VERIFYING U5E OF REQUIRED DESIGN MIX <br />X <br />5 <br />AT THE TIME FRE5H CONCRETE 15 SAMPLED TO FABRICATE <br />SPECIMENS FOR STRENGTH TE5T5, PERFORM SLUMP AND <br />AIR CON TENT TE5T5, AND DETERMINE THE TEMPERATURE <br />OF THE CONCRETE <br />X <br />6 <br />INSPECTION OF CONCRETE AND 5HOTCRETE PLACEMENT FOR <br />PROPER APPLICATION TE6HNIQUE5 <br />X <br />i <br />INSPECTION FOR MAINTENANCE OF SPECIFIED CURIN6 <br />TEMPERATURE AND TECHNIQUES <br />X <br />b <br />INSPECTION OF EMBED PLATES, BOLT5, AND OTHER EMBEDDED <br />ITEM5 PRIOR TO AND DURING PLACEMENT OF CONCRETE <br />X <br />DRILLED IN <br />I <br />PLACEMENT OF ADHE51 VE ANCHORS, ROD5 AND DOWELS <br />X <br />SEE NOTE 3 <br />ANCHORS <br />2 <br />PLACEMENT OF EXPANSION AND 56REW ANGHOR5 <br />X <br />SEE NOTE 5 <br />5TRU6TU L <br />MASONRY <br />I <br />A5 MASONRY CON5TRUCTION BEGINS, THE FOLLOWING <br />5HA.LL BE VERIFIED TO ENSURE COMPLIANCE: <br />�. PROPORTI ON5 OF 51 TE-PREPARED MORTAR <br />X <br />b. CONSTRUCTION OF MORTAR JOINT 5 <br />X <br />(,. LOCATION OF REINFORCEMENT AND OONNE6TOR5 <br />X <br />2 <br />THE INSPECTION PROGRAM SHALL VERIFY: <br />a. 51 ZE AND LOCATION OF STRUCTURAL ELEMENTS <br />X <br />b. TYPE, 51ZE AND L06ATION OF ANGHOR5, INCLUDING <br />OTHER DETAILS OF ANCHORAGE OF MA50NRY TO <br />5TUCTURAL MEMBERS, FRAMES OR OTHER <br />CONSTRUCTION <br />X <br />c. 5PEG IF I ED 51 ZE, GRADE AND TYPE OF REINFORCEMENT <br />X <br />d. WELDING OF REINFORCING BAR5 <br />X <br />o. PROTECTION OF MA50NRY DURING COLD <br />WEATHER (TEMPERATURE BELOW 40°F) OR <br />HOT WEATHER (TEMPERATURE ABOVE qO®F) <br />X <br />ANCHOR BOLT5 AND EMBEDS <br />5 <br />PRIOR TO GROUTING, THE FOLLOWING SHALL BE <br />VERIFIED TO ENSURE COMPLIANCE: <br />a. GROUT SPACE 15 CLEAN <br />X <br />b. PLACEMENT OF REINFORCEMENT AND CONNECTORS <br />X <br />c. PROPORTIONS OF 51TE-PREPARED GROUT AND <br />X <br />�. CONSTRUCTION OF MORTAR JOINTS <br />X <br />4 <br />GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE <br />COMPLIANCE WITH CODE AND CONSTRUCTION <br />DOCUMENT PROV151ON5 <br />X <br />5 <br />PREPARATION OF ANY REQUIRED GROUT 5PECIMEN5, <br />MORTAR 5PE61MEN5 AND/OR PRISMS SHALL BE OBSERVED <br />X <br />6 <br />COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF <br />THE GONSTRUGTION DOCUMENT5 AND THE APPROVED <br />SUBMITTALS SHALL BE VERIFIED <br />X <br />1 <br />WECIAL INSPECTION T® <br />5TRU6TURAL STEEL <br />I <br />MATERIAL VERIFICATION OF HIGH -STRENGTH BOLT5, NUTS <br />AND WASHERS: <br />�. IDENTIFICATION MARKINGS TO CONFORM TO A5TM <br />X <br />STANDARDS SPECIFIED IN THE APPROVED <br />6ON5 T RUCTION DOCUMENTS <br />b. MANUFACTURER'5 CERTIFICATE OF COMPLIANCE REQUIRED <br />X <br />2 <br />INSPECTION OF HIGH -STRENGTH BOLTING: <br />a. BEARIN(5-TYPE CONNECTIONS <br />X <br />b. SLIP®GRITICA;L 6ONNE6TION5 <br />X <br />X <br />5EE A156 560-05 <br />SECTIONS M25 AND M5.4 <br />3 <br />t MATERIAL VERIFICATION OF STRUCTURAL STEEL: <br />�. IDENTIFICATION MARKINGS TO CONFORM TO A5TM <br />STANDARDS 5PECIFID IN THE APPROVED <br />6ON5TRUGTION DOCUMENTS <br />b. MANUFACTURERS CERTIFIED MILL TE5T REPORTS <br />4 <br />MATERIAL VERIFICATION OF WELD FILLER MATERIALS: <br />�. IDENTIF16ATION MARKINGS TO CONFORM TO AWS <br />SPECIFICATION IN THE APPROVED CONSTRUCTION <br />DOCUMENTS <br />b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED <br />INSPECTION OF 1/4ELDIN61 <br />�. STRUCTURAL STEEL: <br />1) COMPLETE AND PARTIAL PENETRATION GROOVE <br />X <br />5EE NOTE 4 <br />WELD5 <br />2) MULTIPA55 FILLET IAIELD5 <br />X <br />5) 51NGLE-PA55 FILLET WELD5 > 5/16" <br />X <br />4) SINGLE -PASS FILLET INELD5 < /16" <br />X <br />5EE NOTE 5 <br />5) FLOOR AND DECK WELDS <br />X <br />SEE NOTE 5 <br />b. REINFORCING 5TEEL: <br />1) VERIFICATION OF WELDABILITY OF REINFORCING <br />X <br />STEEL OTHER THAN A5TM A 106 <br />2) REINFORCING 5TEEL-RE515TIN6 FLEXURAL AND <br />X <br />AXIAL FORCES IN INTERMEDIATE AND SPECIAL <br />MOMENT FRAMES, AND BOUNDARY ELEMENTS OF <br />SPECIAL REINFORCED CON( RE T E 5HEAR <br />WALL5 AND 5HEAR REINFORCEMENT <br />5) SHEAR REINFORCEMENT <br />X <br />4) OTHER REINFORCING STEEL <br />X <br />�. OTHER WELDING: <br />1) ANCHORS ,AND STUDS <br />X <br />2) STAIR/ ILIN6 SYSTEMS <br />X <br />3) METAL DECK <br />X <br />4) LIGHT GAGE METAL FRAMING <br />X <br />6 <br />INSPECTION OF STEEL FRAME JOINT DETAILS FOR <br />X <br />GOMPLIANGE WITH APPROVED CON TRUGTION DOCUMENT5: <br />a. DETAILS SUCH Aa5 BRACING AND STIFFENING <br />b. MEMBER LOCATIONS <br />�. APPLICATION OF JOINT DETAILS AT EACH CONNECTION <br />OPEN -WEB STEEL <br />I <br />INSTALLATION OF OPEN -WEB STEEL J015T5 AND JOINT <br />JOISTS AND J015T <br />GIRDERS <br />61RDER5 <br />a. END CONNECTION5 ® WELDING OR BOLTED <br />X <br />5J1 SPECIFICATIONS <br />L15TED IN 5EGTION 2201.1 <br />b. BRIDGING ® HORIZONTAL OR DIACONAL <br />X <br />1) 5TANDARD BRIDGING <br />X <br />5J1 5PECIFICATION5 <br />LISTED IN SECTION 2201.1 <br />2) BRI06ING THAT DIFFERS FROM THE 5J1 <br />X <br />SPECIFICATIONS LISTED IN SECTION 2201.1 <br />COLD FRAMED <br />I <br />WELDING <br />X <br />STEEL FRAMING <br />2 <br />56REW ATTACHMENT, BOLTING, ANCHORING, AND OTHER <br />X <br />FA5TENIN6 OF COMPONENTS WITHIN THE <br />5E15M16-FORGE-R.E515TING SYSTEM, INCLUDING 5TRUT5, <br />BRACES AND HOLDOWN5 <br />ARCHITECTURAL <br />I <br />DURING ERECTION AND FA5TENIN6 OF EXTERIOR CLADDING, <br />X <br />5EE NOTE <br />COMPONENTS <br />INTERIOR NON-BEARIN6 WALL5, AND INTERIOR AND <br />EXTERIOR VENEER <br />MECHANICAL AND <br />I <br />DURING ANCHORAGE OF ELECTRICAL EQUIPMENT FOR <br />X <br />ELECTRICAL <br />EMERGENCY OR STANDBY POWER SYSTEMS <br />COMPONENTS <br />2 <br />DURING INSTALLATION OF PIPING 5Y5TEM5 INTENDED TO <br />X <br />CARRY FLAMMABLE, COMBUSTIBLE OR HIGHLY TOXIC <br />CONTENTS AND THEIR A55061ATED MECHANICAL UNIT5 <br />APPROVED <br />I <br />APPROVED FABRICATORS MU5T SUBMIT <br />FADRI6ATOR5 <br />CERTIFIGA T E OF COMPLIANCE FOR ALL <br />OFF5ITE FAR16AtTO5 SUCH A5 5TRUCTURAL <br />STEEL, GLULAM5, PRECAST CONCRETE, ETC, <br />PREFABR16ATED <br />I <br />SEE NOTE 6 <br />6ON5TRU6 T ION <br />5. IN5PECTION OF DRILLED AN( HOR5, INCLUDING EXPAN-51ON AND <br />V15UAL VERIFICATION OF DRILLED HOLE DEPTH, 5PA( IN6, EDGE <br />015TAN6E5 AND HOLE CLEANING. FOR GROUTED ANCHOR5, <br />GROUT IN13TALLATION 5HALL BE 065ERVED AND GROUT <br />PRODUCT 5FE61FICATION <br />D PREPARATION <br />"' 1. 1 SHALL B <br />4. ALL COMPLETE PENETRATION YiEL05 5HALL BE TESTED <br />ANOTHER APPROVED METHOD. <br />. ALL WELD5 SHALL BE VISUALLY INSPECTED, <br />6. INSPECTION OF PREFABRICATED CONSTRUCTION SHALL BE THE <br />SAME A5 IF THE MATERIAL U5ED IN THE CONSTRUCTION TOOK <br />PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED <br />DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES <br />THE 60115TRUCTION AND FURN15HE5 EVIDENCE OF COMPLIANCE. <br />1. EX6EPTION5: FA5TENINC? OF WOOD 5HEATHIN6 U5ED FOR WOOD <br />SHEAR WALL5, SHEAR PANELS, AND DIAPHRAGMS WHERE <br />FASTENER SPACING 15 MORE THAN 4" ON CENTER. <br />e). EXCEPTIONS: <br />a) 5PEGIAL INSPECTION 15 NOT REQUIRED FOR ARCHITECTURAL <br />6OMPONENT5 IN STRUCTURES 50 FEET OR LE55 IN HEIGHT. <br />b) CLADDING AND VENEER WEIGHING 5 P5F OR LE55. <br />a) INTERIOR NON -BEARING WALL5 WEIGHING 15 P5F OR LE55. <br />CITY Y EVER TT <br />REVIEWED ED FOR PERMIT <br />0 <br />0 <br />z <br />90 <br />o <br />� <br />0- <br />v-W <br />