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O wr6E 1 A.N QUALITY ASSURANCE AND CONTROL PLAN• uiSPErnoN, . RA44. SPECIAL.INSPECTIONS IN ACCORDANCE WITH INC 1704 SHALL BE PROVIDED FOR THE FOLLOWING ITEMS. a) QUALITY ASSURANCE FOR SDSMIC RESISTANCE SHALL BE ENSURED BY THE REVIEW axm',o.1. 3R V. OF THE FOLLOWING SUBMITTALS, PERFORMING THE USTEO STRUCTURAL REQUIRED STRUCTURAL SPECIAL INSPECTORS 60 OBSERVATIONS, AND IMPLEMENTATION OF THE USTED SPECIAL INSPECTION AND 141,14 y A. _. MATERIAL TESTING. INSPECTION LATERALS TESTING IN ACCORDANCE WITH IBC 1704 SHALL BE PROVIDED FOR THE FOLLOWING ITEMS. / TAR";;e •a1 SHOP DRAWINGS le RIRMITTA S: SYSTEM or MATERIAL FREQUENCY REMARKS MRAL PI IBC CODE CODE or STANDARD SPECIAL INSPECTIONS TESTING TABLES SHOP DRAWINGS,CALCULATIONS.SUBMITTALS AND/OR MILL CERTIFICATES FOR THE REFERENCE REFERENCE CONTNUOUSI PERIODIC ( 1„ FOLLOWING ITEMS SMALL BE SUBMITTED TO THE OWNER AND ENGINEER OF RECORD INSPECTION FOR RENEW A MINIMUM OF DI DAYS PRIOR TO FABRICATOR: CONCRETE(TABLE 1705.3) SYSTEM or MATERIAL FREQUENCY REMARKS Liji 10 INC CODE CODE STANDARD W 1. CONCRETE REINFORCING SHOP DRAWINGS. 31B % TOIEMNc6 w0 ROS ORCIxe PF500SO PER AGI REFERENCE REFERENCE CONTINUOUSI PERIODIC G 2. CONCRETE MIX DESIGNS AND PROPOSED &MIXTURES (INCLUDING BORON I.REIxFL3RoNO sTsEL "'" CN;0.0-26 25.1 RS FOR REWEER AR ACI 23.2 c CARBIDE AND FIBER RENFORCING). 28.6.1-2BA.3 PxOTcIIOn OF PEMFDKEMEni PER AD 20.8.1 CONCRETEn 3. CONTRACTOR MEANS,METHODS.AND PROCEDURES FOR INCORPORATING BORON _ CARBIDE ADMIXTURES INTO CONCRETE MIX. IN.mxcwEIE OF NRDHGRS CAST mu 1705.3 to 310:17.8.2 X(4) AT BEER 10 FRESH CONCRETE N uw "�A. MEDIUM NRER CERTIFICATION FOR COMPRESSIBLE MATERIAL USED AS A > B c 1 GE MEDIUM BETWEEN EXISTING FOOTINGS AND NEW MAT FOUNDATION. INSPECTION OF AICHORs % 5 5. MECHANICAL/ELECTRICAL EQUIPMENT ANCHORAGE DESIGN CALCULATIONS POST-R.N.-RI N...ED RIV AA MR P . ..1 We Ioe.3 OR 318TM t.e.12e.12 S STAMPED BY A WASHINGTON LICENSED STRUCTURAL ENGINEER. RET CIE IINSPECRDNS APPLY TO NOME PRODUCT RAPER ECIMEf COI TIME FREsx GGNCRElETS ANCHORS HIM.IN E ANDIEMI N%HARE DIMENSIONS, B. CALCULATIONS AND/OR SHOP DRAWINGS REGARDING ANY APPROVED IG OI20RTAur IIFx0E REQUIREMENTS. OF THE CONCRETE ION SDEDULE NR BIARS, STRUCTURAL MODIFICATIONS OR DEVIATIONS STAMPED BY A WASHINGTON e� An 31e tJe 24 % ESS OF THE ADHESIVE FODIIXG.M•0/OR IP6E5 UCENSED STRUCTURAL ENGINEER. l0 SUSTwxw IELswTR TELE I70 ... AxcxaRlgNd nww%NHDHA/MTDi1TQ11HG m�u[Ox' caxCIEl[SmwdH RABID 1]m.3 AST/CM 6 Erj Z N STRUI:TIRAI DRCFRVATION REOTIIRPMFMTS' B-I ADHESIVE ANCNORS NOT CURED AD 31BL 17,5.2 %(a) 'ID % Z W 1. THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD OR AN ALTERNATE Z m WASHINGTON UCENSED PROFESSIONAL ENGINEER,APPROVED BY THE ENGINEER TABLE 1705.3 CDNDEIE SLUMP AST/C113 % I, OF RECORD.TO PERFORM STRUCTURAL OBSERVATIONS IN ACCORDANCE WITH 5.%RWTTNG USE OF REQUIRED 1. ]18'cH 1p. % W Z=3 SECTION 1704.R OF THE INTERNATIONAL BUILDING CODE. MI ESMW(S) 1B0A1 1BA3,26.4.4 CONCRETE DR CONTENT TABLE 1705.3 TRIM C231 % 7 p F. 1006.2 0 2. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL 1000.3 CONCRETE TEMPERATURE ASIM G1De4 X Ui "_ >T5RM BY A REGISTERED DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE 1BOB.6 1 TO THE APPROVED CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTOR 0 STAGES AND AT COMPLETION OF THE STRUCTURAL>n ILIA.STRUCTURAL J.INSPECT CDNCNETE PLACEMENT ILL 31B:26.5 OBSERVATION DOER NOT INCLUDE OR WANE THE RESPONSIBILITY FOR ANY 1weA % GEOTECHNICAL IA OTHER INSPECTION CRITERIA,INCLUDING SPECIAL INSPECTION,AS REQUIRED BY THE BUILDING OFFICIAL OR AS INDICATED WITHIN THE INTERNATIONAL BUILDING YERRY CUM0NG N,..CPEP NRE 190Bp Atl 316.26.e.3-2e.6.s OECRECHNICAL% _ ENGINEER TOACiRD TESTING PER GEOIECHNKIL REPORT CODE. Maio tECNNOtIES 1eD3 3. DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER AND THE TIT-PULE 00411SRY OR VARIES:MINIMW BUILDING OFFICIAL(AND THE ENGINEER OF RECORD IF AN ALTERNATE ENGINEER IEMRCATON OF IN'SRU PREPARES DEXSIir 1705.6 PER IBC APPENCI% %(e) M THE GEOTEC1NxI1 ENGINEER REMOVAL 61RENDM PRIOR i0 TALE I705.3 Al 31B 2e.11.2 X 07.5 �1N IS USED FOR STRUCTURAL OBSERVATION).AT THE CONCLUSION OF THE Rd BIM OF FOIVs CITES: �/ Z STRUCTURAL WORK INCLUDED WITHIN THE PERMIT,THE STRUCTURAL OBSERVER CIASM01142 AND O SHALL SUBMIT TO THE BUILDING OFFICIAL AND THE OWNER(AND THE ENGINEER 2.xRVECT B TIMERNO ROB SXIPE. LT,aRSPECTIOx4 APB.v TO RAPE LOCATION wTRML AERITCATORI TESTN0 OF Jq0) w THE GEOECIWxAt ENGINEER Z OF RECORD IF AN ALTERNATE ENGINEER IS USED FOR STRUCTURAL D ONEBSMNS OF THE TABS 1705.3 A' 31B % ,AND D1MO1AD15 OF THE.v.SH Mdpw BFJND MATERIALS 2e.T 1.1.2(a) OBSERVATION)A WRITTENRPO EDSTATEMENT THAT THE SITE VIM T HAVE BEEN MADE co...AND BBM FORMED FIRMED Q '- STRUCTURAL IDENTIFY ANY REPORTED KO DEFICIENCIESEDG. WHICH,TO THE BEST VE. THE Q STRUCTURAL OBSERVER'S KNOWLEOCE,HAVE NOT BEEN RESOLVED. •--( Q 4. THE CONTRACTOR SHALL MAKE AVAILABLE ALL MEANS AND METHODS NECESSARY SOILS(TABLE 1705.8) I.L.I Z FOR THE STRUCTURAL OBSERVER TO PERFORM THE REWIRED STRUCTURAL OBSERVATIONS.IN ADDITION,THE CONTRACTOR SHALL NOTIFY THE OWNER AND GEOECImD,AL rtn STGnTOn 1J 58�BD3 GEOTECHNICAL L AROEE�VDN µ0 TESTING AS1H ADDEISO s _ = STRUCTURAL OBSERVER A MINIMUM OF 48 HOURS BEFORE THE TIME AT WHICH JE SNU TAMES(ON THIS SHEET) N THE SPECIFIED STRUCTURAL OBSERVATIONS MAY BE PERFORMED.IN ADDMON CFI,MATDaMS eE aIF suN1A8 OF sPEVA. 0 THE CONTRACTOR SHALL UPDATE THE STRUCTURAL OBSERVER OF THE pq.WDAT.OR APE ADEQUATE TO % BY THE GEORECINIUL 4DNEER CONSTRUCTOR PROGRESS. ACHIEVE THE DESION BUAHG CAPACITY LL 5. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED FOR THE FOLLOVANG AREAS jp ..N.A•ro 1Np,E . 2 `n OF WORK: PRmw MOIERTM. v 5.1. FOUNDATION: lw.p. IRSN10 OF COMPACTED Flu MATERIALS(TOE 5.1.1. 'FOLLOWING THE INSTALLATION OF AT LEAST HALF OF THE BOTTOM MAT 1LSTN4 OF OF MACRO D MAMAIOBNU T 1603.5.1 X TE=E NO TABLES) OF FOUNDATION REINFORCING. PROPER LLI 5.1.2. FOLLOWING THE INSTALLATION OF AT LEAST HALF OF THE TOP MAT OF GOBS?USE Of MAIEXAS. �f FOUNDATION REINFORCING AND DARER EAST-IN ITEMS,BUT PRIOR TO DI1m6 AMU QT THPODRESSSER X Br TIE GED1E0MKAL EHC0111. Z 3 M THE FIRST CONCRETE POUR. OF OICN WMPALRD FILL LL.I f N N m PRO(CT mRLLB INSPECT SUBGRA➢E trace HAS BEEN % Ur'Rn menu INSPFrTTNQ 0 O6 I. AN INDEPENDENT TESTING LABORATORY CHOSEN BY THE OWNER SHALL PREP VERIFY0 P5 PROPERLY LYY Z ♦~♦�� W PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE �/LO F 3 AND INTERNATIONAL BUILDING CORE D OF THE TYPE AND FREQUENCY OUTUNS/ a W IN THE pMSTY CONTROL SECTION OF THESE GENERAL STRUCTURAL NOTES. =U r E .._1STRUCTURAL STEEL(SECTION 1705.12.1) Et 03 Z 2. EACH SPECIAL INSPECTOR AND MATERIAL TESTING REPORT SHALL BEDISTRIBUTEDW I- J.-W DISTRIBUTED TO THE OWNER.CONTRACTOR,BUILDING OFFICIAL.AND ENGINEER OF RECORD IN A TIMELY FASHION. MAMMAL G I2RgTON OF MSC 3E0 1132STANDARDS /I M -STRSIMJWGH x BOLTS.NUTS,OW SE INMNA% FACT TIES CDMFlED TEST REPORTSZ V I a S 3. THE CONTRACTOR SHALL MAKE AVNLABLE ALL MEANS AND METHODS vAsNms CNISTRUCTON NECESSARY FOR THE SPECIAL INSPECTOR TO PERFORM THE REQUIRED .30.11.112113 INSPECTIONS.IN ADDITION.THE CONTRACTOR SHALL NOTIFY THE OWNER AND 2,22 2., A U Z SPECIAL INSPECTOR A MINIMUM OF 48 HOURS BEFORE THE THE AT WHICH MSC 350 ALP THE SPECIFIED SPECIAL INSPECTION MAY BE PERFORMED. Aso 360 ANOARO5.2 SA ST BOLTS AND TaEAU03 or rs SPE WED M % MANUFACT2ERS CERTIFIED TEST REPORTS .7` <d WCUMODS M_I 1111/ Rcsc SPECIFICATION tn O FOR STRATURIE N fr BOLT INSTALLATION 401 NDH-vw.G1N JOINTS M 4Po 5 G USING 325 ORS x ALL CONNECTIONS INSPECTED AS waREO SNUG }Z ~8 M2l.'xs.sp J a. PERIODIC SPECIAL INSPECTION FREQUENCY AND TIMING TO BE DETERMINED EN THE REGISTERED DESIGN PROFESSIONAL u Z CO C Z D. SELECTION TO BE MADE BY THE REGISTERS/DESIGN PROFESSIONAL BASED ON BUILDING CATEGORY AND DESIGN METHODOLOGY D O Q JOB N. 2202-0023 DRAWN CHECKED NRW WJS OAR 07/14/22 REVISIONS SHEET SF2 3 OF 21