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NOTICE
<br /> QUALITY ASSURANCE AND CONTROL PLAN: INSPECTIONS: O 1 `9'oT WA,
<br /> SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 1704 SHALL BE PROVIDED FOR THE FOLLOWING ITEMS.Ems.
<br /> t4, y 4 pm IF THIS BAR DOES NOT r
<br /> r QUAUN ASSURANCE FOR SEISMIC RESISTANCE SHALL BE ENSURED BY THE REVIEW MEASURE THEN DRAWING y iw Z0
<br /> OF THE FOLLOWING SUBMITTALS, PERFORMING THE LISTED STRUCTURAL REQUIRED STRUCTURAL SPECIAL INSPECTIONS IS NOT
<br /> TO SCALE
<br /> OBSERVATIONS, AND IMPLEMENTATION OF THE LISTED SPECIAL INSPECTION AND
<br /> MATERIAL TESTING. INSPECTION TESTING: 48224.,,�F4
<br /> MATERIALS TESTING IN ACCORDANCE WITH IBC 1704 SHALL BE PROVIDED FOR THE FOLLOWING ITEMS. 4o„ YURAL, ' `43. 1OgI
<br /> SHOP DRAWINGS & SUBMITTALS. SYSTEM or MATERIAL FREQUENCY REMARKS FaioNAL 0°�' 1t
<br /> IBC CODE CODE or STANDARD SPECIAL INSPECTIONS TESTING TABLES tD�
<br /> SHOP DRAWINGS, CALCULATIONS, SUBMITTALS AND/OR MILL CERTIFICATES FOR THE REFERENCE REFERENCE CONTINUOUS PERIODIC
<br /> FOLLOWING ITEMS SHALL BE SUBMITTED TO THE OWNER AND ENGINEER OF RECORD INSPECTION
<br /> FOR REVIEW A MINIMUM OF 21 DAYS PRIOR TO FABRICATION:
<br /> W o'a
<br /> CONCRETE (TABLE 1705.3) SYSTEM or MATERIAL FREQUENCY REMARKS Li] . �m
<br /> IBC CODE CODE or STANDARD
<br /> 1. CONCRETE REINFORCING SHOP DRAWINGS. M+ o
<br /> TOLERANCES AND REINFORCING PLACEMENT PER ACI REFERENCE REFERENCE �-za
<br /> 2. CONCRETE MIX DESIGNS AND PROPOSED ADMIXTURES (INCLUDING BORON 1. REINFORCING STEEL 1908.4 ACI 25.2. X 26.6.2;SPACING LIMITS FOR REINFORCING ACI 25.2 CONTINUOUS PERIODIC '� NOH
<br /> CH:6.60. 6.25.3.
<br /> - CARBIDE AND FIBER REINFORCING). 26.6.1-26.6.3 PROTECTION OF REINFORCEMENT PER ACI 20.6.1 �d
<br /> 3. CONTRACTOR MEANS, METHODS, AND PROCEDURES FOR INCORPORATING BORON - _ CONCRETE L!1
<br /> 1 agm
<br /> CARBIDE ADMIXTURES INTO CONCRETE MIX. 3.INSPECTION OF ANCHORS CAST TABLE 1705.3 ACI 318: 17.8.2 X AT THE TIME FRESH CONCRETE IS 'a;a
<br /> 4. CONCRETE COMPRESSION TESTS AT 7, 14, AND 28 DAYS FOR PROPOSED MIX IN CONCRETE SAMPLED TO FABRICATE SPECIMENS o N
<br /> DESIGN PRIOR TO APPROVAL SEE SPECIFICATIONS FOR DETAILS. 4.INSPECTION OF ANCHORS FOR STRENGTH ILSIS,PERFORM ASTM C 172 0. s md..,
<br /> 5. MANUFACTURER CERTIFICATION FOR COMPRESSIBLE MATERIAL USED AS A POST-INSTALLED IN HARDENED SLUMP AND AIR CONTENT Its is, TABLE 1705.3 ASTM C 31 X mo
<br /> CONCRETE 1908.10 ACI 318:26.5,26.12 a u
<br /> MEDIUM BETWEEN EXISTING FOOTINGS AND NEW MAT FOUNDATION. SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT AND DETERMINE THE TEMPERATURE n
<br /> 6. MECHANICAL ELECTRICAL EQUIPMENT ANCHORAGE DESIGN CALCULATIONS A ADHESIVE ANCHORS INSTALL IN NAME,TYPE,AN DIMENSIONS,HOLE DIMENSIONS, OF THE CONCRETE FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS /
<br /> / HORIZONTALLY OR UPWARDLY COMPLIANCE WITH DRILL BR REQUIREMENTS, PLACED PER SPECIFICATION SCHEDULE FOR SLABS,
<br /> STAMPED BY A WASHINGTON LICENSED STRUCTURAL ENGINEER. INCUNED ORIENTATION TO TABLE 1705.3 ACI 318: 17.8.2.4 X CLEANLINESS OF THE HOLE AND ANCHOR,ADHESIVE FOOTING,AND/OR PILES
<br /> 7. CALCULATIONS AND/OR SHOP DRAWINGS REGARDING ANY APPROVED REISSTE SUSTAINED TENSION EXPIRATION DATE,ANCHOR/ADHESIVE INSTALLATION, } ?� I*0
<br /> STRUCTURAL MODIFICATIONS OR DEVIATIONS STAMPED BY A WASHINGTON LOADS ANCHOR EMBEDMENT,AND TIGHTENING TORQUE CONCRETE STRENGTH TABLE 1705.3 ASIM C39 X O O p
<br /> B. MECHANICAL ANCHORS AND Lr- (n
<br /> LICENSED STRUCTURAL ENGINEER. ACI 318: 17.8.2 X 1908.t0 N
<br /> ADHESIVE ANCHORS NOT DEFINED Z W I- CO
<br /> STRUCTURAL OBSERVATION REQUIREMENTS. ABOVE Z Tn 0)
<br /> TABLE 1705.3 z W = Q
<br /> CONCRETE SLUMP ASTM C143 X
<br /> 1. THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD OR AN ALTERNATE 5.VERIFYING USE OF REQUIRED 1904.1 ACI 318:CH 19, W_
<br /> WASHINGTON LICENSED PROFESSIONAL ENGINEER,APPROVED BY THE ENGINEER MIX DESIGN(S) 1904.2 26.4.3,26.4.4 x CONCRETE AIR CONTENT TABLE 1705.3 ASTM C231 X J 0 to
<br /> OF RECORD, TO PERFORM STRUCTURAL OBSERVATIONS IN ACCORDANCE WITH 1908.2
<br /> SECTION 1704.6 OF THE INTERNATIONAL BUILDING CODE. 1908.3 U J r
<br /> CONCRETE TEMPERATURE ASTM C1064 X LI -
<br /> In
<br /> 2. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL 1908.6 = ,- W
<br /> TTSTEM BY A REGISTERED DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE 7.INSPECT CONCRETE PLACEMENT 1908.7 ACI 318:26.5 X ',Y W
<br /> TO THE APPROVED CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION 1908.8
<br /> STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL GEOTECHNICAL LJ
<br /> OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR ANY 8.VERIFY MAINTENANCE OF TABLE 1705.3 GEOTECHNICAL ENGINEER TO
<br /> OTHER INSPECTION CRITERIA, INCLUDING SPECIAL INSPECTION, AS REQUIRED BY SPECIFIED CURING TEMPERATURE 1908.9 ACI 318:26.5.3-26.5.5 X PERFORM TESTING OF COMPACTED 1803 TESTING PER GEOTECHNICAL REPORT
<br /> THE BUILDING OFFICIAL OR AS INDICATED WITHIN THE INTERNATIONAL BUILDING AND TECHNIQUESFILL MATERIALS
<br /> CODE. - FILL IN-PLACE DENSITY OR VARIES:MINIMUM
<br /> 11.VERIFICATION OF IN-SITU PREPARED SUBGRADE DENSITY 1705.6 PER IBC APPENDS X(a) BY THE GEOTECHNICAL ENGINEER
<br /> 3. DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER AND THE CONCRETE STRENGTH PRIOR TO TABLE 1705.3 ACI 318:26.11.2 X J107.5 Z
<br /> REMOVAL OF FORMS L
<br /> BUILDING OFFICIAL (AND THE ENGINEER OF RECORD IF AN ALTERNATE ENGINEER VARIES:
<br /> IS USED FOR STRUCTURAL OBSERVATION).AT THE CONCLUSION OF THE CLASSIFICATION AND Z O
<br /> 12.INSPECT FORMWORK FOR SHAPE, SPECIAL INSPECTORS APPLY TO SHAPE, LOCATION MATERIAL VERIFICATION TESTING OF
<br /> STRUCTURAL WORK INCLUDED WITHIN THE PERMIT, THE STRUCTURAL OBSERVER LOCATION,AND DIMENSIONS OF THE TABLE 1705.3 ACI 318: X AND DIMENSIONS OF THE CONCRETE MEMBER BEING CONTROLLED FILL X(°) BY THE GEOTECHNICAL ENGINEER
<br /> SHALL SUBMIT TO THE BUILDING OFFICIAL AND THE OWNER (AND THE ENGINEER CONCRETE MEMBER BEING FORMED 26.11.1.2(b) FORMED MATERIALS
<br /> OF RECORD IF AN ALTERNATE ENGINEER IS USED FOR STRUCTURAL 0
<br /> OBSERVATION) A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE J
<br /> AND IDENTIFY ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE Q
<br /> STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. SOILS (TABLE 1705.6) w- 7
<br /> 4. THE CONTRACTOR SHALL MAKE AVAILABLE ALL MEANS AND METHODS NECESSARY TABLE GEOTECHNICAL GEOTECHNICAL INVESTIGATION SHALL INCLUDE ITEMS = D
<br /> FOR THE STRUCTURAL OBSERVER TO PERFORM THE REQUIRED STRUCTURAL GEOTECHNICAL INVESTIGATION 1705.6,1803 REPORT OF SPECAIL INSPECTION AND TESTING AS NOTED IN
<br /> OBSERVATIONS. IN ADDITION, THE CONTRACTOR SHALL NOTIFY THE OWNER AND TESTING TABLES(ON THIS SHEET) N
<br /> STRUCTURAL OBSERVER A MINIMUM OF 48 HOURS BEFORE THE TIME AT WHICH 1.VERIFY MATERIALS BELOW SHALLOW O
<br /> THE SPECIFIED STRUCTURAL OBSERVATIONS MAY BE PERFORMED. IN ADDITION ACHIEVE THONE
<br /> AREE ADEQUATE GT X BY THE GEOTECHNICAL ENGINEER
<br /> THE CONTRACTOR SHALL UPDATE THE STRUCTURAL OBSERVER OF THE ACHIEVE THE DESIGN BEARING CAPACITY TABLE LL
<br /> CONSTRUCTION PROGRESS. 2.VERIFY EXCAVATIONS ARE EXTENDED 1705.E
<br /> TO PROPER DEPTH AND HAVE REACHED X /T�
<br /> PROPER MATERIAL `!
<br /> 5. STRUCTURAL OF WORK: OBSERVATIONS SHALL BE PERFORMED FOR THE FOLLOWING AREAS 3.PERFORM CLASSIFICATION AND TABLE 1705.6, TESTING OF COMPACTED FILL MATERIALS(SEEI
<br /> 5.1. FOUNDATION: TESTING OF COMPACTED FILL MATERIALS 1803.5.1 X TESTING TABLES)
<br /> LLJ
<br /> 5.1.1. FOLLOWING THE INSTALLATION OF AT I FACT HALF OF THE BOTTOM MAT 4.VERIFY USE OF PROPER MATERIALS,
<br /> OF FOUNDATION REINFORCING. DENSITIES AND UFT THICKNESSES X BY THE GEOTECHNICAL ENGINEER Z W PO
<br /> 5.1.2. FOLLOWING THE INSTALLATION OF AT I FACT HALF OF THE TOP MAT OF DURING PLACEMENT AND COMPACTION IX 0
<br /> FOUNDATION REINFORCING AND OTHER CAST-IN ITEMS, BUT PRIOR TO OF COMPACTED FILL TABLE _ W (n
<br /> 03
<br /> THE FIRST CONCRETE POUR. 5.PRIOR TO PLACEMENT OF 1705.6
<br /> COMPACTED FILL,INSPECT SUBGRADE X LLJ N 0)
<br /> AND VERIFY THAT SCE HAS BEEN
<br /> SPECIAL INSPECTIONS: PREPARED PROPERLY Z 1- W 2 Q
<br /> !n
<br /> 1. AN INDEPENDENT TESTING LABORATORY CHOSEN BY THE OWNER SHALL O LZL.I/-
<br /> PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THEIN u7
<br /> INTTHEATIONAL BUILDING QUALITY CONTROLCODE SECTIOND OFF THE TYPE AND FREQUENCY THES GENERAL STRUCTURAL NOTES.O STRUCTURAL STEEL (SECTION 1705.12.1) 0 to ff
<br /> ct
<br /> AISC 360 A3.3 W I--- O J .-W
<br /> 2. EACH SPECIAL INSPECTION AND MATERIAL TESTING REPORT SHALL BE MATERIAL VERIFICATION OF AISC 360 N3.2 LA
<br /> TO THE OWNER, CONTRACTOR, BUILDING OFFICIAL,AND ENGINEER HIGH-STRENGTH BOLTS,NU ,AND ASTMSTANDARDS = N 0- I ,- LI
<br /> B
<br /> OF RECORD IN A TIMELY FASHION. WASHERS SPECIFIED IN X MANUFACTURE'S CERTIFIED TEST REPORTS
<br /> CONSTRUCTION
<br /> DOCUMENTS n
<br /> 3. THE CONTRACTOR SHALL MAKE AVAILABLE ALL MEANS AND METHODS RCSC 2.1
<br /> NECESSARY FOR THE SPECIAL INSPECTOR TO PERFORM THE REQUIRED AISC 360 A3.4 0 Q INSPECTIONS. IN ADDITION, THE CONTRACTOR SHALL NOTIFY THE OWNER AND AISC 360 N3.2 w
<br /> SPECIAL INSPECTOR A MINIMUM OF 48 HOURS BEFORE THE TIME AT WHICH MATERIAL VERIFICATION OF ANCHOR ASTM STANDARDS - N Z OL
<br /> THE SPECIFIED SPECIAL INSPECTION MAY BE PERFORMED. BOLTS AND THREADED RODS SPECIFIED IN X MANUFACTURER'S CERTIFIED TEST REPORTS w
<br /> CONSTRUCTION Ot
<br /> DOCUMENTS
<br /> J
<br /> RCSC SPECIFICATION N
<br /> FOR STRUCTURAL N Ce
<br /> SNUG-TIGHT JOINT HIGH-STRENGTH JOINTS USING ASTM Q I-
<br /> SNU BOLTINSTALLATION F3125 Gr.A325 OR X ALL CONNECTIONS INSPECTED AND VERIFIED SNUG Z
<br /> A490 BOLTS SECTION 9
<br /> 8 >- O
<br /> AISC 360,SECTION F" ()
<br /> M2.5,N5.5g U J
<br /> a. PERIODIC SPECIAL INSPECTION FREQUENCY AND TIMING TO BE DETERMINED BY THE REGISTERED DESIGN PROFESSIONAL ti Q
<br /> b. SELECTION TO BE MADE BY THE REGISTERED DESIGN PROFESSIONAL BASED ON BUILDING CATEGORY AND DESIGN METHODOLOGY w /may Z
<br /> Z
<br /> V=1 v Q
<br /> JOB No.
<br /> 2202-0023
<br /> DRAWN CHECKED
<br /> NRW WJS
<br /> DATE 09/02/22
<br /> ,< REVISIONS LG
<br /> SHE SF2
<br /> 3 OF23
<br />
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