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SOILS CONSTRUCTION <br />f<at i (113C t' .{ .b <br />ITEM <br />FREQUENCY OF INSPECTION <br />INSTRUCTIONS <br />VERIFY SUBGRADE IS ADEQUATE TO <br />CONTINUOUS <br />PERIODIC <br />❑ <br />PRIOR TO PLACEMENT OF CONCRETE. <br />ACHIEVE DESIGN BEARING CAPACITY <br />VERIFY EXCAVATIONS EXTEND TO <br />CONTINUOUS <br />❑ <br />PERIODIC <br />❑ <br />PRIOR TO PLACEMENT OF COMPACTED PILL <br />PROPER DEPTH AND MATERIAL <br />OR CONCRETE. <br />VERIFY THAT SUBGRADE HAS BEEN <br />CONTINUOUS <br />® <br />PERIODIC <br />❑ <br />PRIOR TO PLACEMENT OF COMPACTED FILL. <br />APPROPRIATELY PREPARED PRIOR TO <br />PLACING COMPACTED FILL <br />PERFORM CLASSIFICATION AND <br />CONTINUOUS <br />❑ <br />PERIODIC <br />❑ <br />ALL MATERIALS SHALL BE CHECKED AT <br />TESTING OF COMPACTED FILL <br />EACH LIFT FOR PROPER CLASSIFICATIONS <br />MATERIALS <br />AND GRADATIONS NOT LESS THAN ONCE <br />FOR EACH 10,000FT ' OF SURFACE AREA. <br />VERIFY PROPER MATERIALS, <br />CONTINUOUS <br />❑ <br />PERIODIC <br />❑ <br />DENSITIES AND LIFT THICKNESSES <br />DURING PLACEMENT AND <br />COMPACTION <br />SPRAYEDFIRE—RESISTANT MATERIALS (IBC 0 <br />5.13): <br />ITEM <br />FREQUENCY OF INSPECTION <br />INSTRUCTIONS <br />SURFACE PREPARATION <br />CONTINUOUS <br />❑ <br />PERIODIC <br />❑ <br />PRIOR TO APPLICATION CONFIRM <br />THAT SURFACE HAS BEEN <br />PREPARED PER THE APPROVED <br />FIRE -RESISTANCE DESIGN AND <br />MANUFACTURER'S INSTRUCTIONS. <br />MATERIAL THICKNESS <br />CONTINUOUS <br />❑ <br />PERIODIC <br />❑ <br />SAMPLES SHALL BE TAKEN FROM <br />SELECTED FLOOR, ROOF AND WALL <br />ASSEMBLIES AND STRUCTURAL <br />MEMBERS, NO MORE THAN 10% OF <br />THE SAMPLES SHALL BE LESS THAN <br />THE THICKNESS REQUIRED BY THE <br />FIRE RESISTANCE DESIGN. <br />MATERIAL DENSITY <br />CONTINUOUS <br />❑ <br />PERIODIC <br />❑ <br />DENSITY TESTS SHALL BE PERFORMED IN <br />ACCORDANCE WITH ASTM E605 FOR EVERY <br />2,500 FTbF FLOOR, ROOF OR WALL AREA. <br />ONE SAMPLE MUST ALSO BE PROVIDED FOR <br />EACH BEAM, GIRDER, TRUSS OR COLUMN AT <br />EACH STORY. <br />BONDING STRENGTH <br />CONTINUOUS <br />❑ <br />PERIODIC <br />❑ <br />BOND STRENGTH TESTS SHALL BE PERFORMED <br />IN ACCORDANCE WITH ASTM E736 FOR EVERY <br />2,500FT2OF FLOOR, ROOF OR WALL AREA, ONE <br />SAMPLE MUST ALSO BE PROVIDED FOR EACH BEAM, <br />GIRDER, TRUSS OR COLUMN AT EACH STORY. THE <br />BOND STRENGTH SHALL NOT BE LESS THAN 150PSF. <br />SYM REVISION BY <br />0 REVISION RELEASE 117 (IFC-PHW2) SLJ <br />THICKNESS <br />CONTINUOUS ❑ <br />PERIODIC ❑ <br />RECORD THICKNESS OF PRIMER OR OTHER <br />EXISTING COATING ON SUBSTRATE PRIOR TO <br />APPLICATION OF COATING. FINAL THICKNESS OF <br />COATING MUST BE VERIFIED IN MULTIPLE <br />LOCATIONS PRIOR TO APPLYING TOP COAT PER <br />AWCI 1 2-8. <br />ARCHITECTURAL COMPONENTS (113C 9 ® ® 9 7): <br />ITEM <br />FREQUENCY OF INSPECTION <br />INSTRUCTIONS <br />ERECTION AND FASTENING OF <br />CONTINUOUS ❑ <br />PERIODIC ® <br />VERIFY APPROPRIATE MATERIALS, FASTENERS AND <br />EXTERIOR CLADDING OR INTERIOR <br />ATTACHMENT AT COMMENCEMENT OF WORK AND <br />AND EXTERIOR VENEERS <br />AT COMPLETION, PERFORMED BY CODE INSPECTION <br />FIRM. (NOT REQUIRED IF < 30 FEET OR LESS THAN <br />5PSF). <br />ERECTION AND FASTENING OF <br />CONTINUOUS ❑ <br />PERIODIC ® <br />VERIFY APPROPRIATE MATERIALS, FASTENERS <br />INTERIOR AND EXTERIOR <br />AND ATTACHMENT AT COMMENCEMENT OF WORK <br />NONBEARING WALLS <br />AND AT COMPLETION. PERFORMED BY CODE <br />INSPECTION FIRM. (NOT REQUIRED IF < 30 FEET <br />OR FOR INTERIOR WALLS < 15PSF), <br />STORAGE RACKS <br />CONTINUOUS ❑ <br />PERIODIC ❑ <br />VERIFY THAT ANCHORAGE COMPLIES WITH <br />APPROVED CONSTRUCTION DOCUMENTS. <br />INSPECTION OF POST -INSTALLED ANCHORS SHALL <br />COMPLY WITH APPROVED ICC-ES REPORT. <br />PERFORMED BY CODE INSPECTION FIRM. <br />MECHANICALI . ® a .® <br />ITEM <br />FREQUENCY OF INSPECTION <br />INSTRUCTIONS <br />ANCHORAGE OF EMERGENCY OR <br />CONTINUOUS ❑ <br />PERIODIC ® <br />VERIFY THAT ANCHORAGE COMPLIES WITH <br />STANDBY POWER SYSTEMS <br />APPROVED CONSTRUCTION DOCUMENTS. <br />PERFORMED BY CODE INSPECTION PIRA. <br />INSTALLATION OF PIPING SYSTEMS <br />CONTINUOUS <br />PERIODIC ❑ <br />VERIFY THAT INSTALLATION AND RESISTANT <br />CARRYING' FLAMMABLE, <br />COMPLY WITH APPROVED CONSTRUCTION <br />COMBUSTIBLE OR HIGHLY TOXIC <br />DOCUMENTS. PERFORMED BY CODE INSPECTION <br />MATERIALS <br />FIRM. <br />INSTALLATION OF HVAC DUCTWORK <br />CONTINUOUS ❑ <br />PERIODIC ❑ <br />VERIFY THAT INSTALLATION AND RESISTANT <br />CONTAINING HAZARDOUS <br />COMPLY WITH APPROVED CONSTRUCTION <br />MATERIALS <br />DOCUMENTS, PERFORMED BY CODE INSPECTION <br />FIRM. <br />INSTALLATION OF VIBRATION <br />CONTINUOUS <br />PERIODIC ❑ <br />VERIFY THAT INSTALLATION COMPLIES WITH <br />ISOLATION SYSTEMS HAVING A <br />APPROVED CONSTRUCTION DOCUMENTS AND <br />CLEARANCE OF < 114". <br />MANUFACTURERS RECOMMENDATIONS. <br />PERFORMED BY CODE INSPECTION FIRM. <br />ACCEPTABILITY MEM <br />THIS DESIGN AND/OR CHU <br />SPECIFICATION IS APPROVED AHM <br />ENGII <br />APPROVED BY DEFT. D AT j DPI3 <br />-- �ibUILUIINU 4U-U00JOB N0. <br />STRUCTURAL MASTER <br />EVERETT, WA DWG No <br />CITY OF EVERETT <br />REVIEWED FOR PERMIT <br />REVISION SYMBOL DATE <br />W2548317 0 06/25/19 <br />S2f <br />COMP NO. <br />40®058-AS2f <br />m <br />