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<br /> TABLE 1 STEEL BUILDING MECHANICAL COMPONENTS _
<br /> REFER TO INSPECTION OF FABRICATOR REQUIREMENTS INSTALLATION OF HVAC DUCTWORK THAT REQUIRED GEOI Ec��iNICAL SPECIAL INSPECTIONS 1705.11.6 X(a)
<br /> INSPECTION WILL CONTAIN HAZARDOUS MATERIALS ® ®®
<br /> FABRICATION OF STRUCTURAL ELEMENTS 1704.2.5.2 RISC 36o N2 X .®® V~II IMili
<br /> FREQUENCY 'APPROVAL BASED ON NATIONALLY RECOGNIZED ACCREDITING -TABLET ®v.
<br /> ®®
<br /> SYSTEM or MATERIAL IBC coDE CODE or STANDARD REMARKS AUTHORITY ® ®
<br /> j Rhi-tRENICE REFERENCE (continuous Periodic I ' AlscaooA3.3 REQUIRED TESTING forSEISMIC RESISTANCE SPECIAL INSPECTIONS '�
<br /> SOILS AISC 360 N 3.2 TESTING /�� SQUARED
<br /> y"�T C T, IGH- ASTM STANDARDS SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS l,/1
<br /> TABLE I GEOTECHNICAL INVESTIGATION SHALL INCLUDE ITEMS OF MATERIAL VERIFICATION OF HIGH-
<br /> STRENGTH BOLTS,NUTS,AND WASHERS SPECIFIED IN X MANUFACTURER'S CERTIFIED TEST REPORTS REFERENCE REFERENCE Continuous Periodic I N C O R P O R As,'I' E D IGEOTECHNICAL INVESTIGATIONS 1705.6 SPECIAL INSPECTION AND TESTING AS NOTED IN TABLE 5 OF CONSTRUCTION
<br /> 1803 THE GUIDELINES DOCUMENTS ARCHITECTURAL, MECHANICAL AND ELECTRICAL COMPONENTS
<br /> STRUCTURALIVIL
<br /> PROJECT-SPECIFIC DESIGN OR & C
<br /> VERIFY MATERIALS BELOW SHALLOW TABLE RCSC 2.1 WHEN REQUIREMENTS OF 13 2 1 ARE MET BY SUBMITTAL OF
<br /> RCSC COMPONENT TESTING INCLUDING GINEERS
<br /> FOUNDATIONS ARE ADEQUATE TO ACHIEVE 1705.6 X(a) BY THE GEOTECHNICAL ENGINEER 1705.12 ASCE 7-SECTION MANUFACTURER'S CERTIFICATION,THE REGISTERED DESIGN EN
<br /> SPECIFICATION FOR MOUNTING SYSTEMS OR ANCHORAGE IF X(a)
<br /> THE DESIGN BEARING CAPACITY S OF COMPLIANCE ARE NOT 1705.12.3 13.2.1 PROFESSIONAL SHALL SPECIFY ON THE CONSTRUCTION
<br /> STRUCTURAL JOINTS DOCUMENTS THE REQUIREMENTS FOR CERTIFICATION
<br /> VERIFY EXCAVATIONS ARE EXTENDED TO T USING ASTMA325 OR AVAILABLE 1235 EAST 4TH AVE*
<br /> TABLE SNUG-TIGHT JOINT I HIGH-STRENGTH oOL:
<br /> PROPER DEPTH AND HAVE REACHED X INSTALLATION1705.2.1.1 A490 BOLTS X ALL CONNECTIONS INSPECTED AND VERIFIED SNUG TABLE 8
<br /> 1705.6 I SECTION 9
<br /> REQUIRED SPECIAL INSPECTIONS for WIND RESISTANCE SUITE 101
<br /> PROPER MATERIAL
<br /> -- - - ---------- -- ----- -
<br /> --
<br /> PERFORMCLASSIFICATION AND TESTING OF TABLE AISC 360,SECTION INSPECTION OLYMPIA WA 98506
<br /> n PERFORM
<br /> Fii L MATERIALSO 1705.6 I X TESTING OF COMPACTED FILL MATERIALS(SEE TABLE 5) M2.5 SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS
<br /> 1803.5.1 AS T Li A6 REFERENCE REFERENCE T (360) 754-9339
<br /> ttt f -- ASTM STANDARDS Continuous Periodic
<br /> - - -- F (360) 352-2044
<br /> SPECIFIED IN NAILING,BOLTING,ANCHORING AND OTHER
<br /> VERIFY USE OF PROPER MATERIALS, 1705.2.1 FASTENING OF COMPONENTS WITHIN THE SPECIAL INSPECTIONS ARE NOT REQUIRED FOR WOOD SHEAR
<br /> DciJSITIES AND LIFT THICKNESS-S DURING TABLE CONSTRUCTION
<br /> X BY THE GEOTECHNICAL ENGINEER MATERIAL VERIFICATION OF STRUCTURAL 2203.1 MAIN WINDFORCE-RESISTING SYSTEM, WALLS AND DIAPHRAGMS WHERE THE FASTENER SPACING IS
<br /> PLACEMENT AND COMPACTION OF 1705.6 STEEL TABLE DOCUMENTS X CERTIFIED MILL TEST REPORTS INCLUDING WOOD SHEAR WALLS,WOOD 1705.10.1 X(a) MORE THAN 4 INCHES ON CENTER OR FOR COLD-FORMED
<br /> COMPACTED FILL 1705.2 DIAPHRAGMS,DRAG STRUTS,BRACES AND
<br /> HOLD-DOWNS CONSTRUCTION WHERE THE SHEATHING IS GYPSUM BOARD,
<br /> FIBERBOARD,OR WOOD STRUCTURAL PANEL OR STEEL SHEET www•m C2-li1C.COIT1
<br /> AISC 360 N3.2
<br /> - AISC 360 A3.1
<br /> PRIOR TO PLACEMENT OF COMPACTED FILL, AISC 360 M5.5 FIELD GLUING OPERATIONS OF ELEMENTS ON ONE SIDE ONLY AND FASTENER SPACING IS MORE THAN 4"
<br /> L
<br /> TAR! E OF THE MAIN WIND-FORCE-RESISTING 1705.10.1 X O.C.
<br /> OBSERVE SUBGRADE AND VERIFY THAT "
<br /> X FOR OTHER STEEL,IDENTIFICATION
<br /> 1705.6 APPLICABLE ASTM SYSTEM.
<br /> SITE HAS BEEN PREPARED PROPERLYf` RKINGS TO CONFORM TO ASTM TABLE
<br /> MATERIALMANUFACTURER'S C'-, IFIE^
<br /> STANDARDS SPECIFIED IN THE APPROVED 1705.2 X PERT TEST REPORTS R,=�� r T� ROOF CLADDING AND WALL CLADDING 1705.10.3 X(a)
<br /> TAB! E ? CONSTRUCTION DOCUMENTS STANDARDS TABLE 9 w
<br /> AISC 360 N3.2 STRUCTURAL OBSERVATION REQUIRED STRUCTURAL SPECIAL INSPECTIONS Q
<br /> MATERIAL VERIFICATION OF WELD FILLER TABLE AISC 360 A3.5 ------ ------ --- ----- ----
<br /> INSPECTION METALS 1705.2 APPLICABLE AWS A5 X MANUFACTURER'S CERTIFICATE OF COMPLIANCE INSPECTION
<br /> i I -- _ --- - - -
<br /> SYSTEM or MATERIAL ERIAL IBC CODE I CODE or STANDARD FREQUENCY REMARKS DOCUMENTS _ + ' IBC CODE CODE or STANDARD FREQUENCY -KS
<br /> I REFERENCE REFERENCE SINGLE PASS FILLET WELDS LESS THAN OR TABLE AWS D1.1 REFERENCE REFERENCE
<br /> Continuous' Periodic X ALL\NFL IDS VLSI pi 1_Y INspEci-FQ PER NA/S D1 1 6.9 Continuous Periodic
<br /> EQUAL TO 5/16" 1705.2 SECTION 6
<br /> FABRICATORS TABLE AS REQUIRED BY THE DESIGN 1704.5
<br /> SPECIAL INSPECTION IS REQUIRED FOR STRUCTURAL LOAD- MATERIAL VERIFICATION OF REINFORCING 1705.2�T�� ACI 318:3.5.2 PROFESSIONAL
<br /> X CERTIFIED MILL TEST REPORTS
<br /> 1704.2.5 X BEARING MEMBERS AND ASSEMBLIES FABRICATED ON THE STEEL EEL FOR WELDING
<br /> 171.9 A`v"v j D1.4 SEISMIC RESISTANCE 1704.5.1 X(a) SEE COMMENTARY
<br /> PREMISES OF A FABRICATOR'S SHOP. TABLE
<br /> - WELDING REINFORCING EXCEPT AS NOTED ACI 318:3.5.2 X WIND REQUIREMENTS 1704.5.2 X(a) SEE COMMENTARY
<br /> - - - -
<br /> THE SPECIAL INSPECTOR SHALL VERIFY"THAT THE FABRICATOR OTHERWISE 1705.2 AWS D1.4
<br /> MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL 1705.2.2.1.2
<br /> 1704.2.5.1 PROCEDURES AND SHALL REVIEW FOR COMPLETENESS AND AISC 360 N3.2I
<br /> ADEQUACY RELATIVE TO THE CODE REQUIREMENT. AISC 360 A3.4
<br /> FABRICATORS I4 MATERIAL VERIFICATION OF ANCHOR BOLTS ASTM STANDARDS
<br /> I I SPECIAL INSPECTIONS REQUIRED BY SECTION 1705 ARE NOT AND THREADED RODS SPECIFIED IN X MANUFACTURER'S CERTIFIED TEST REPORTS
<br /> REQUIRED''WHERE THE vvORK IS DONE ON THE PREMISES OF A CONSTRUCTION
<br /> FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH DOCUMENTS
<br /> WORK WTHOUT SPECIAL INSPECTION.APPROVAL SHALL BE
<br /> 1704.2.5.2 VERIFYING USE OF PROPER WPS'S AISC 360 N3.2 COP'r OF WELDING PROCEDURE SPECIFICATIONS
<br /> BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN to
<br /> VEFiir YiNiJG`"'_' DER AND WELDINGvv��
<br /> PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC 1705.2.2.1 X COPY OF QUALIFICATION CARDS I1,1
<br /> INSPECTOR QUALIFICATIONSr, •
<br /> AUDITING OF FABRICATION PRACTICES BYA NATIONALLY WOOD
<br /> RECOGNIZED ACCREDITING AUTHORITY.AT COMPLETION OF i1
<br /> CONCRETE FABRICATION OF PREFABRICATED I I I___
<br /> 1705.5 X REFER TO INSPECTION OF FABRICATOR REQUIREMENTS
<br /> STRUCTURAL ELEIM NTS >
<br /> SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT NAME, w_ I
<br /> , ,� 1909.1
<br /> INS TYPE,AND DliviEiNSiviNS,HOLE DIMENSIONS,COMPLIANCE W 1ITH Hi3LG 5 j
<br /> PECTION OF ANCHORSINSTALLED!N ACI DRILL BIT REQUREMENTS,CLEANLINESS OF THE HOLEAND RcE^i• T_STIN1GforSPECIA_ INSPE_T'- S I
<br /> TABLE via r��i;liKri�TESTING SPECIAL R� ii nib
<br /> HARDENED CONCRETE 1705.3 3.8.6,8.1.3,21.1.8 `"' ANCHOR,ADHESIVE EXPIRATION DATE,ANCHOR/ADHESIVE TESTING
<br /> INSTALLATION,ANCHOR EMBEDMENT,AND TIGHTENING SYSTEM or MATERIAL IBC CODE I r^^�^r STANDARD . FREQUENCY REMARKS
<br /> TORQUE I REFERENCE( REFERENCE
<br /> - - - - - - -- - TOLERANCES ES AND REINFORCING PI_ACEMENIT PER ACI 7 5;
<br /> - :Con#inuousl Periodic I
<br /> 1705.3 CING ACI?F GEOTECHNICAL
<br /> ACI 318:3.5 (SPACING LIMITS FOR RElNFOR
<br /> REINFORCING STEEL 1910.4 X TECHNICAL R TO PERFORM
<br /> ACI 318:7.1-7.7 [PROTECTION OF REINFORCEMENT PER ACI 7.7 GEOTECHNICAL., � ENGINEER R R�u1 I 1 I
<br /> 1901.3.2 TESTING OF COMPACTED FILL MATERIALS I 1803 TESTING PER GEOTECHNICAL REPORT
<br /> - - - -- - - -- -- -----
<br /> REFER TO STEEL FOR WELDING REQUIREMENTS FILL IN-PLACE DENSITY OR PREPARED '
<br /> 1705.2.2.1.2 ACI 318:3.5.2 X(a) BY THE GEOTECHNICAL ENGINEER
<br /> WELDING REINFORCING STEEL X TABLE 1705.2.2,ITEM 2b SUBGRADE DENSITY
<br /> 1903.1 A�PVG D1.4 VARIES;
<br /> C 1)VERIFICATION OF WELDABILITYOF TABLE AWS D1.4 1705.6 CLASSIFICATION AND I
<br /> REINFORCING STEEL OTHER THAN ASTM ACI 318: SECTION X 'MATERIAL VERIFICATION TESTING OF X(a) BY THE GEOTECHNICAL ENGINEER I
<br /> 1705.2.2
<br /> A706 3.5.2 CONTROLLED FILL
<br /> MATERIALS
<br /> CONCKtit
<br /> AT THE TIME FRESH CONCRETE IS SAMPLED 1 FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS PLACED
<br /> AWES D1.4
<br /> TABLETO FABRICATE SPECIMENS FOR STRENGTH ASTM C 172
<br /> 2)OTHER REINFORCING STEEL 1705.2.2 ACI 318: SECTION X TESTS,PERFORM SLUMP AND AIR CONTENT TABLE ASTM C 31 X ONCE EACH DAY FOR A GIVEN CLASS OF CONCRETE, E
<br /> E ORL_SS
<br /> 3.5.2 1705.3
<br /> TESTS,AND DETERMINE THE ACI 318:5.6,5.8 THAN ONCE FOR EACH 150 YDS OF CONCRETE,OR LESS THAN
<br /> i I -TEM',?FRATI!RE OF THE CONCRETE I - - - - ONCE FOR EACH 5,n00 FT2 QF$I IRFACE AREA FOR
<br /> TABLE SLABS/WALLS.ONCE EACH SHIFT FROM I N-PLACE WORK OR
<br /> CONCRETE STRENGTH ASTM C39 X r-I
<br /> 1705.3 FROM TEST PANEL AND(viINIMUM ONE SPECIMEN FOR EACH 50
<br /> PLACEMENT OF BOLTS INSTALLED ED IN TABLE AC1 318:1.3.2.0 CONCRETE SLUMP ASTM C143 X
<br /> CONCRETE WHERE ALLOWABLE LOADS 1705.3 ACI 318:8.1.3 TA RI E /�
<br /> X ALL BOLTS VISUALLY INSPECTED CONCRETE AIR CONTENT ASTM C231 X (d1
<br /> HAVE BEEN INCREASED OR WHERE 1908.5 ACI 318:21.1.8 1705.3 C/]
<br /> T ICONCTETEMPERATURE ASTMC1064 X
<br /> STRENGTH DESIGN IS USESE 1 JD 09.1 AC1 318-APPENDIX DFri
<br /> STEEL i
<br /> TABLE MAGNETIC PARTICLE(MT)AND ULTRASONIC NIT-A'v"v5 D1.1 6.14.4
<br /> 1705.3 (UT TESTING OF WELDS 1705.2.2 UT-AWS D1.1 6.13& PER DRAWINGS Z
<br /> 6.14.3
<br /> VERIFYING L1gE;DF REQUIRED MIX AG131g:CHAPTER4 TARI F R '' "I
<br /> DESIGN(S) 1904 ACI 318:5.2-5.4 X REQUIRED SPECIAL INSPECTIONS for SEISMIC RESISTANCE (SEISMIC CATEGORIES C,D, E, F) I
<br /> •
<br /> 1904.2 INSPECTION I 0
<br /> 1910.2
<br /> I SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY VD421
<br /> 1910.3 REFERENCE REFERENCE
<br /> Continuous) Periodic 1) o0
<br /> TABLE ACI 318:1.3.2.D STRUCTURAL WOOD r/1 C)CONCRETE PLACEMENT x I N oI
<br /> 1705.3 ACI 318:5.9-5.10 FIELD GLUEING OF DIAPHRAGM AND SHEAR ((� C'
<br /> I TABLE WALL ELEMENTS FOR SEISMIC FORCE- X I N �I ^ - 41
<br /> (
<br /> (CONCRETE CURING 1705.3 ACI 318:5.11-5.13 X a) RESISTING-SYSTEMS r -�I F�
<br /> 1910.9.1-3 CONNECTIONS FOR DIAPHRAGM CHORDS, 74
<br /> Q)
<br /> COLLECTORS,BRACING,AND SHEAR'WALL ALL CONNECTIONS VISUALLY INSPECTED U r-1 i
<br /> ANCHORAGE AND HOLDOWNS 1705.11.2 X • +'
<br /> TABLE SPECIAL INSPECTIONS APPLY TO SHAPE,LOCATION AND 1SPECIAL INSPECTION IS NOT REQUIRED WHEN FASTENER I N O
<br /> Q�
<br /> (VERIFICATION OF FORMWORK ACI 318.6.1.1 X(a) I I (SPACING IS GREATER THAN 4"ON CENTER FOR WOOD SHEAR -c L ® 4
<br /> 1705.3 DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED FASTENING OF DIAPHRAGM AND SHEAR
<br /> WALL SHEATHING WITH EDGE NAILING<4" '� WALLS,DIAPHRAGMS,NAILING,BUILDING AND OTHER
<br /> COMPONENTS IN THE SEISMIC FORCE-RESISTING SYSTEM.
<br /> I
<br /> ARCHITECTURAL COMPONENTS Designed By
<br /> INSTALLATION AND ANCHORAGE OF ASCE 7-10
<br /> 1705,11 X(a) DALSUSPENDED CEILING SYSTEMS Section 13.5.6 i Drawn By
<br /> INSTALLATION OF OTHER SEISMIC
<br /> SUPPORTS FOR DESIGNATED CLH
<br /> ARCHITECTURAL SYSTEMS AND THEIR 1705.11.5 X(&i Checked By
<br /> COMPONENTS MS
<br /> ELECTRICAL COMPONENTS
<br /> Date
<br /> INSTALLATION OF ANCHORAGE OF 03-06-17
<br /> ELECTRICAL EQUIPMENT FOR EMERGENCY
<br /> OR STANDBY POWER SYSTEMS " I I ° I _
<br /> INSTALLATION OF OTHER SEISMIC {I I
<br /> SUPPORTS FOR DESIGNATED ELECTRICAL 1705.11.E X(a)
<br /> SYSTEMS AND THEIR COMPONENTS
<br /> PAL: . Sz9
<br /> 0• A$,of wnsg40
<br /> :7-
<br /> s
<br /> o 'S>4 202.0 ,, Q,
<br /> "o,,,c7trtti.E.'c�. �
<br /> S/CNAL E -
<br /> 03-09-17
<br /> Project Number
<br /> 16020
<br /> Sheet Number
<br /> Si.'
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