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NOTICE .)QHN
<br /> QUALITY ASSURANCE AND CONTROL PLAN: INSPECTIONS: 0 1 aF WAssS
<br /> SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 1704 SHALL BE PROVIDED FOR THE FOLLOWING ITEMS. v ti6 9 4�p
<br /> QUALITY ASSURANCE FOR SEISMIC RESISTANCE SHALL BE ENSURED BY THE REVIEW OF IF MEASURE
<br /> I'I DOES NOT 3y i 1 i
<br /> MEASURE t'THEN DRAWING VV
<br /> THE FOLLOWING SUBMITTALS, PERFORMING THE LISTED STRUCTURAL OBSERVATIONS, REQUIRED STRUCTURAL SPECIAL INSPECTIONS IS NOT TO SCALE -
<br /> AND IMPLEMENTATION OF THE LISTED SPECIAL INSPECTION AND MATERIAL TESTING. TESTING:
<br /> INSPECTION MATERIALS TESTING IN ACCORDANCE WITH IBC 1704 SHALL BE PROVIDED FOR THE FOLLOWING ITEMS. ` +B22a e
<br /> SHOP DRAWINGS & SUBMITTALS: SPECIAL INSPECTIONS TESTING TABLES �9NE?ORAL- .+'°r ,t°t1
<br /> STSILM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS 4T0NALEATA t'1ef
<br /> SHOP DRAWINGS, CALCULATIONS, SUBMITTALS AND/OR MILL CERTIFICATES FOR THE t
<br /> FOLLOWING ITEMS SHALL BE SUBMITTED TO THE OWNER AND ENGINEER OF RECORD REFERENCE REFERENCE INSPECTION
<br /> CONTINUOUS PERIODIC
<br /> FOR REVIEW A MINIMUM OF 21 DAYS PRIOR TO FABRICATION: SYSTEM or MATERIAL FREQUENCY REMARKS WJ 'I
<br /> CONCRETE (TABLE 1705.3) - IBC CODE CODE or STANDARD1. CAST-IN-PLACE CONCRETE: REFERENCE REFERENCE 1.1. CONCRETE REINFORCING SHOP DRAWINGS. TOLERANCES AND REINFORCING PLACEMENT PER ACICONTINUOUS PERIODIC
<br /> ACI 5.2.1.2. CONCRETE MIX DESIGNS AND PROPOSED ADMIXTURES (INCLUDING BORON 1. REINFORCING STEEL 1908.4 CH:20.25.2,25.3. 26.6.2;SPACING LIMITS FOR REINFORCING ACI 25.2
<br /> CARBIDE AND FIBER REINFORCING). 26.6.1-26.6.3 PROTECTION OF REINFORCEMENT PER ACI 20.6.1 CONCRETE ric
<br /> 1.3. CONCRETE COMPRESSION TESTS AT 7, 14,AND 28 DAYS FOR PROPOSED MIX AT THE TIME FRESH CONCRETE IS 1 INm
<br /> 3.INSPECTION OF ANCHORS CAST TABLE 1705.3 ACI 318: 17.8.2 X <.-.
<br /> DESIGN PRIOR TO APPROVAL. SEE SPECIFICATIONS FOR DETAILS. SAMPLED TO FABRICATE SPECIMENS a;,.,
<br /> 1.4. THERMAL CONTROL PLAN FOR MASS CONCRETE ELEMENTS. IN CONCRETE FOR STRENGTH TESTS.PERFORM ASTM C 172 ,�
<br /> 4.INSPECTION OF ANCHORS SLUMP AND AIR CONTENT TESTS, TABLE 1705.3 ASTM C 31 X md�
<br /> 1.5. SHOPDRAWINGS DETAILING REQUIRED FORMWORK. 1908.10 ACI 318:26.5,26.12 CL 1 0
<br /> 2. PRECASTCONCRETE: POST-INSTALLED IN HARDENED AND DETERMINE THE TEMPERATURE o
<br /> 2.1. STAMPED DESIGN CALCULATIONS FOR ALL REINFORCING AND OTHER CAST-IN CONCRETE SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT OF THE CONCRETE FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS nF
<br /> A. ADHESIVE ANCHORS INSTALL INPLACED PER SPECIFICATION SCHEDULE FOR SLABS,
<br /> ITEMS DESIGNED BY THE PRECAST MANUFACTURER. HORIZONTALLY OR UPWARDLY COMP TYPE.AN DIMENSIONS.HOLEI DIMENSIONS,
<br /> 2.2. SHOP DRAWINGS DETAILING ALL PRECAST ELEMENTS FURNISHED BY THE INCUNED ORIENTATION TO COMPLIANCE WITH DRILL BIT REQUIREMENTS, FOOTING,AND/OR PILES
<br /> REISSTE SUSTAINED TENSION TABLE 1705.3 ACI 318: 17.8.2.4 X CLEANUNESS OF THE HOLE AND ANCHOR.ADHESIVE
<br /> MANUFACTURER, INCLUDING THE PRECAST CEILING PANEL GEOMETRY/LAYOUT EXPIRATION DATE,ANCHOR/ADHESWE INSTALLATION, CONCRETE STRENGTH TABLE 1705.3 ASTM C39 X r
<br /> AND WALL BLOCK GEOMETRY. LOADS ANCHOR EMBEDMENT,AND TIGHTENING TORQUE 1908.10 O 0 0
<br /> B. MECHANICAL ANCHORS AND Z N
<br /> 2.3. SHOP DRAWINGS DETAILING REINFORCING,ALL CAST-IN ITEMS, CONNECTIONS, ADHESIVE ANCHORS NOT DEFINED ACI 318: 17.8.2 X Z W I-CO
<br /> EDGE CONDITIONS, AND SUPPORT CONDITIONS OF EACH ELEMENT. DEAD, LIVE, ABOVE
<br /> AND OTHER APPLICABLE LOADS CONSIDERED IN THE DESIGN SHALL BE TABLE 1705.3 CONCRETE SLUMP ASTM C143 X I- W
<br /> CLEARLY NOTED. --- - -- - Z
<br /> 2.4. CONCRETE MIX DESIGNS AND PROPOSED ADMIXTURES (INCLUDING BORON 5.VERIFYING USE OF REQUIRED 1904.1 ACI 318:CH 19, X CONCRETE AIR CONTENT TABLE 1705.3 ASTM C231 x W Z F
<br /> MIX DESIGN(S) 1904.2 26.4.3.26.4.4
<br /> CARBIDE AND FIBER REINFORCING). 1908.2 0 N
<br /> 0
<br /> CONCRETE TEMPERATURE ASTM C1064 X
<br /> 2.5. CONCRETE COMPRESSION TESTS AT 7, 14,AND 28 DAYS FOR PROPOSED MIX 1908.3 W r 1 .DESIGN PRIOR TO APPROVAL. SEE SPECIFICATIONS FOR DETAILS. - = Lf)L
<br /> 2.6. SHOP DRAWINGS DETAILING REQUIRED FORMWORK. 1908.E
<br /> 3. STEEL FABRICATION: 7.INSPECT CONCRETE PLACEMENT 1908.7 ACI 318:26.5 X w LU
<br /> 3.1. SHOP DRAWINGS, MATERIAL CERTIFICATIONS, AND WELDING PROCEDURES. 1908.8
<br /> 4. BORATED POLYETHYLENE (BPE):
<br /> Ct
<br /> 4.1. MATERIAL CERTIFICATIONS. 8.VERIFY MAINTENANCE OF TABLE 1705.3
<br /> 4.2. CONTRACTOR/OWNER MEANS OF ASSEMBLY FOR WALL AND CEILING BLOCKS. SPECIFIED CURING TEMPERATURE 1908.9 ACI 318:26.5.3-26.5.5 X
<br /> INCLUDE ADHESIVES AND/OR FASTENERS USED FOR BPE BLOCK INTERNAL AND TECHNIQUES
<br /> CONNECTIONS. F-
<br /> 4.3. SHOP DRAWINGS DETAILING WALL AND CEILING BLOCK GEOMETRY AND LAYOUT 10.INPSECT ERECTION OF PRECAST TABLE 1705.3 ACI 316:26.9 X U
<br /> FOR EACH BLOCK. CONCRETE MEMBER (-5
<br /> r^�
<br /> 5. MECHANICAL/ELECTRICAL EQUIPMENT ANCHORAGE DESIGN CALCULATIONS STAMPED V
<br /> BY A WASHINGTON LICENSED STRUCTURAL ENGINEER. 11.VERIFICATION OF IN-SITU
<br /> 6. CALCULATIONS AND/OR SHOP DRAWINGS REGARDING ANY APPROVED STRUCTURAL REMO AL OF FORMS PRIOR TO TABLE 1705.3 ACI 318:26.11.2 X Z
<br /> / REMOVAL OF FORMS
<br /> MODIFICATIONS OR DEVIATIONS STAMPED BY A WASHINGTON LICENSED Q
<br /> STRUCTURAL ENGINEER. 12.INSPECT FORMWORK FOR SHAPE, SPECIAL INSPECTIONS APPLY TO SHAPE,LOCATION (1)STRUCTURAL OBSERVATION REQUIREMENTS' LOCATION,AND DIMENSIONS OF THE TABLE 1705.3 ACI 318: X AND DIMENSIONS OF THE CONCRETE MEMBER BEING
<br /> CONCRETE MEMBER BONG FORMED 26.11.1.2(b) FORMED �/
<br /> 1. THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD OR AN ALTERNATE W
<br /> WASHINGTON LICENSED PROFESSIONAL ENGINEER, APPROVED BY THE ENGINEER OF - W
<br /> RECORD, TO PERFORM STRUCTURAL OBSERVATIONS IN ACCORDANCE WITH SECTION _ CL
<br /> 1704.6 OF THE INTERNATIONAL BUILDING CODE. STRUCTURAL STEEL (SECTION 1705.12.1)
<br /> 2. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL RISC 360 A3.3
<br /> STSIEM BY A REGISTERED DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO MATERIAL VERIFICATION OF AISC 360 N3.2 A/1
<br /> THE APPROVED CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES HIGH-STRENGTH BOLTS.NUTS,AND ASIP STANDARDS
<br /> REPORTSWASHERS SPECIFIED IN x MANUFACTURE'S CERTIFIED TEST REPORTS
<br /> AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION CONSTRUCTION �
<br /> DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR ANY OTHER INSPECTION DOCUMENTS
<br /> CRITERIA, INCLUDING SPECIAL INSPECTION,AS REQUIRED BY THE BUILDING OFFICIAL RCSC 2.1I
<br /> CC
<br /> OR AS INDICATED WITHIN THE INTERNATIONAL BUILDING CODE. AISC 360 A3.4
<br /> RISC 360 N3.2
<br /> 3. DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER AND THE BUILDING MATERIAL VERIFICATION OF ANCHOR ASTM STANDARDS X MANUFACTURERS' CERTIFIED TEST REPORTS W
<br /> BOLTS AND THREADED RODS SPECIFIED IN f7
<br /> OFFICIAL (AND THE ENGINEER OF RECORD IF AN ALTERNATE ENGINEER IS USED CONSTRUCTION 12K ? 0
<br /> FOR STRUCTURAL OBSERVATION). AT THE CONCLUSION OF THE STRUCTURAL WORK DOCUMENTS LIJ Ti) N
<br /> INCLUDED WITHIN THE PERMIT, THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE D 00
<br /> BUILDING OFFICIAL AND THE OWNER (AND THE ENGINEER OF RECORD IF AN RCSC SPECIFICATION 0I- tT
<br /> FOR STRUCTURAL LU ct (n
<br /> ALTERNATE ENGINEER IS USED FOR STRUCTURAL OBSERVATION) A WRITTEN SNUG-TIGHT JOINT HIGH-STRENGTH JOINTS USING ASTM Z ~ W Q
<br /> STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED BOLT INSTALLATION F3125 Gr.A325 OR X ALL CONNECTIONS INSPECTED AND VERIFIED SNUG U Z = ?�
<br /> DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, A490 BOLTS SECTION 9 O W I-
<br /> HAVE NOT BEEN RESOLVED. D 1- 11)
<br /> AISC 360,SECTION
<br /> 4. THE CONTRACTOR SHALL MAKE AVAILABLE ALL MEANS AND METHODS NECESSARY M2.5,N5.5g U Z N
<br /> FOR THE STRUCTURAL OBSERVER TO PERFORM THE REQUIRED STRUCTURAL ASTM A6 W I- O O M W
<br /> OBSERVATIONS. IN ADDITION, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ASTM STANDARDS I-' W t7>
<br /> STRUCTURAL OBSERVER A MINIMUM OF 48 HOURS BEFORE THE TIME AT WHICH 1705.2.1 SPECIFIED IN I V) d = W
<br /> MATERIAL VERIFICATION OF 2203.1 CONSTRUCTION
<br /> THE SPECIFIED STRUCTURAL OBSERVATIONS MAY BE PERFORMED. IN ADDITION THE STRUCTURAL STEELDOCUMENTS X CERTIFIED MILL TEST REPORTS
<br /> CONTRACTOR SHALL UPDATE THE STRUCTURAL OBSERVER OF THE CONSTRUCTION
<br /> PROGRESS. AISC 360 N2.1 N
<br /> AISC 360 N3.2 oo W Z
<br /> 5. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED FOR THE FOLLOWING AREAS OF AISC 360 A3.1 I C)WORK: AISC 360 M2.4 N Z J
<br /> 5.1. PILASTERS: MATERIAL VERIFICATION OF WELD RISC 360 A3.5 X MANUFACTURER'S CERTIFICATION OF COMPLIANCE a Q LL
<br /> 5.1.1. FOLLOWING THE INSTALLATION OF FORMWORK AND AT LEAST HALF OF FlI I ER METALS APPLICABLE AWS A5 R'
<br /> THE REINFORCING AT THE BASE OF A REPRESENTATIVE PILASTER BUT DOCUMENTS D J
<br /> PRIOR TO THE FIRST CONCRETE POUR. X 00
<br /> 5.1.2. FOLLOWING THE INSTALLATION OF FORMWORK AND AT LEAST HALF OF MULTIPASS FILLET WELDS N ile
<br /> THE REINFORCING AT THE LOWEST PASS-THROUGH LOCATION OF A AISC 360
<br /> REPRESENTATIVE PILASTER BUT PRIOR TO POURING. SINGLE PASS FILLET WELDS TABLE N5.4-1 X Q Z
<br /> 5.1.3. FOLLOWING THE INSTALLATION OF FORMWORK. REINFORCING, AND GREATER THAN 5/16' (PRIOR TO WELDING) Z
<br /> TABLE N5.4-2 L% >- 0
<br /> CAST-IN ANCHORS AT THE TOP OF A REPRESENTATIVE PILASTER BUTALL WELDS VISUALLY INSPECTED PER AISC w
<br /> PLUG AND SLOT WELDS (DURING N54-WELDING) X F- U
<br /> PRIOR TO POURING. TABLE N5.4-3 INSPECTION CRITERIA AND AWS D1.1.6.9 rc
<br /> 5.2. PRECAST CONCRETE WALL BLOCKS: (AFTER WELDING) s 0 _I
<br /> 5.2.1. A REPRESENTATIVE BLOCK FOLLOWING THE INSTALLATION OF REINFORCING SINGLE PASS FILLET WELDS LESS Q CI
<br /> X
<br /> AND OTHER CAST-IN ITEMS BUT PRIOR TO CASTING. THAN OR EQUAL TO 5/16' An 01.1 w D Z
<br /> 5.2.2. A REPRESENTATIVE ASSEMBLED WALL SECTION WITH INTERCONNECTING SECTION 6 _ C Q
<br /> VERTICAL AND HORIZONTAL REINFORCING RODS AND COUPLERS COMPLETE AND JOINT X rn
<br /> INSTALLED BUT PRIOR TO THE INSTALLATION OF CEILING FRAMING. PENETRATION GROOOVEOVE WELDS
<br /> 5.3. CEILING FRAMING:A REPRESETAT VE CEILING BEAM SECTION OF EACH BEAM VERIFYING USE OF PROPER WPS'S RISC 360 N5.4 i COPY OF WELDING PROCEDURE SPECIFICATIONS JOB No.
<br /> TYPE BUT PRIOR TO INSTALLATION.
<br /> 5.4. FOLLOWING THE COMPLETION OF ALL STRUCTURAL ELEMENTS CONTAINED VERIFYING WELDER.WELDING IJFl AISC 3so N3.2 1COPY OF QUNJFlCATION CARDS AND WARD 2202-0023
<br /> HEREIN. INSPECTOR QUACATONS,AND X WABO CERT.PROGRAM CERTIIFICATION
<br /> WABO WELDING CERTIFICATION
<br /> DRAWN CHECKED
<br /> SPECIAL INSPECTIONS.
<br /> 1. AN INDEPENDENT TESTING LABORATORY CHOSEN BY THE OWNER SHALL PROVIDE NRW WL1S
<br /> SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL FABRICATED ITEMS (SECTION 1704.2.5) DATE 09/0
<br /> 2
<br /> /2
<br /> 2
<br /> BUILDING CODE AND OF THE TYPE AND FREQUENCY OUTLINED IN THE QUALITY _
<br /> CONTROL SECTION OF THESE GENERAL STRUCTURAL NOTES. SHOP FABRICATED LOAD-BEARING - 1704.2.5, AISC 360 N2 X REFER TO INSPECTION OF FABRICATOR REVISIONS
<br /> MEMBERS AND ASSEMBEUES 1704.2.5.1 WABO CERT.PROGRAM REQUIREMENTS
<br /> 2. EACH SPECIAL INSPECTION AND MATERIAL TESTING REPORT SHALL BE
<br /> DISTRIBUTED TO THE OWNER, CONTRACTOR, BUILDING OFFICIAL„ AND ENGINEER S.I.NOT REQUIRED FOR SHOPS IN WABO STEEL
<br /> 7 OF RECORD IN A TIMELY FASHION. SHOP FABRICATED LATERAL FABRICATION REGISTRATION PROGRAM
<br /> LOAD-RESISTING MEMBERS AND 1704.2.5, AISC 360 N2 X (wabo.org/steel-fabriator-program)
<br /> 3. THE CONTRACTOR SHALL MAKE AVAILABLE ALL MEANS AND METHODS NECESSARY ASSEMBEUES 1704.2.5.1 WABO CERT.PROGRAM
<br /> ` FOR THE SPECIAL INSPECTOR TO PERFORM THE REQUIRED INSPECTIONS. IN SHEET �D
<br /> ADDITION, THE CONTRACTOR SHALL NOTIFY THE OWNER AND SPECIAL INSPECTOR - SS2
<br /> A MINIMUM OF 48 HOURS BEFORE THE TIME AT WHICH THE SPECIFIED SPECIAL a. PERIODIC SPECIAL INSPECTION FREQUENCY AND TIMING TO BE DETERMINED BY THE REGISTERED DESIGN PROFESSIONAL
<br /> INSPECTION MAY BE PERFORMED. b. SELECTION TO BE MADE BY THE REGISTERED DESIGN PROFESSIONAL BASED ON BUILDING CATEGORY AND DESIGN METHODOLOGY 1 0 OF 23
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