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STRUCTURAL NOTES
<br /> OftDER OF PRECEDENCE e) FURNISHING INSPECTION REP�RT5 FOR EACH INSPECTION TO THE ENGINEER AND ANY �
<br /> !P� CASE OF DISCREPANCIES IN CONSTRUCT{ON DOCUMENtS, Tt�E DRAWINGS SHALL CONTROL OTFtER DESIGNATED PARTIES IN A TIMELY MANNER AS �STABLiSFiED AT TNE E. GROUT d) lAG BOLTS: ANSI 81$.2.2 HEX HEAO TYPE.
<br /> ��U�S��� 3: CONCRETE 1) ASTM C1107 ICC-ES APPROVED NON-SHRiNK N�N-MEi'A!LIC, e HEX NUTS: ASTM A563
<br /> OVER TNE STRUCTURAL NOTES AND ANY OTf-iER WRITIEN SPEC1FlGAT(ONS. THE STRUCTURAL PRE-CONSTRUCTION ��fE�i1NG. REPORTS S1-3ALC INCLUDE: DESC�IF'TION 0� , , , MINIMUM COMPRESSIVE �
<br /> NOT�S SFIALL CONTROL OVER ANY OTHER �'dRlTfEN SAECIFICATlO�lS. lNSPECTIOf�S AND LOCA�IOT�S; �IST(S) OF NON-CONFORMING ITEMS BROUGHT TO TNE STRENGTh{ OF 5400 PSI AT 7 DAYS: ENE STA� GROU� BY FfVE STAR PRODU�TS QR f) p{.ql� WA5HER5: ANSI 818.22 TYP� A-W.
<br /> CONTRACTORS A7TENTION; HOW hlON�-CONE'4RMING ITEMS WERE RESQLV�D; Li5T(S) OF A. REF�RENCES MASTERFLOW 928 8Y BASF.
<br /> UNR�SOf.VED ITEMS. 1} ACf 30i - STANDAftD SPEClFICATIONS FOR STRUCTURAL CONCREfE FOR BU1LDlNGS 2} EQUIPMENT BASES A�lD COLUMN BA5E PEATES SHALL BE GROUTEO W STRICT 9) PLATE WASHERS. ASTM A36.
<br /> DIVISION O: DESIGN PARAMETERS r 2) AC( 302 - GUIDE FOR C4NCREt� FLOOR AND S(A6 CONSTftUCTION AGCORDANC� WITH Tt-iE MANU�'ACTURERS WftITC�N 1NSTRUCTfONS. �) FRAMING CQNN�CTQRS: STRONG-TIE AS MANU�ACTURED 8Y SID�iPSON STRONG-TkE
<br /> . f) LIST CE�A�lG�S iPNdLVfNG 7HE WORK REQUIRING SPECiAL INSPECT{Oh! THAT WERc
<br /> AUTHORIZED �8Y TNE E�iG(NEER AND APPROV�� 8Y THE BUILDING 4FFICfAL. 3} ACi 304R �- GUIDE FOR ?vfEEASURiNG, MIXING, T?ANSFORTI�G AND PLACI�IG CONCRETE COMPANY, I�iC.
<br /> A. DESIGN C�DES 4} ACI 318 - BUILDING CODE REQUIREMENTS FOR STRUCTURA� CONCREI'E AND i} HEAVY ST�EL CONN�CTORS AND BRACKEfS: ASTM A36.
<br /> 1) WASHINGTON STA7E 8U4LOfNG COQc BASEO ON THE 2015 IBC. g) SUBMIT A F1NAL REPORT STATENG WNEf}-{{ER THE WORK REQUIRING SPECIAL (NSPEGTION F. TESTING A�lD INSi'ECTlON j} ADHESNE. ASTM D3498
<br /> WAS, TO TNE B£ST QF TH� SPEClAL 1NSPECTOR'S KNOwI:EDGE, IN CO�fFORMANCE WITN COMMENTARY 1} 3�ESTING ANQ (NSPECTIQN PER DIViSI�N 1.
<br /> 8. OCCUPANCY AND CONSTRUCTION RE UIREMENTS TNE APPEZOVED CONSTRUCTION DOCUMEN�'S AND APPL4CABLE W4RKMA�lSNIP 5) CRSI MSF'-1 - MANUAL OF STANDARD PRACTICE k) PR£S�RVATfVE: AWPA P5 WATER80RN� SALTS �fYPE.
<br /> Q - 6 AWS 01.4 - STRUCTURAI. W�LDlNG CC30E�-RE{NF4RCiNG STEEL
<br /> 1 RiSK CATEGORY f! PROVISIONS OF THE CODE. WORK NOT iN CONFORMAI�lCE, UNR�SOLVED ITEMS OR ) I) SEI.f-DRlLL{NG, SEtF--TAPPING SCRE.WS FOR �ASTENihlG PLYWOOD TO LIGHT-GAGE
<br /> � ANY DISCREf'ANCY iP� I�fS�ECTION C4VERAGE SHALL BE SPECI�ICALLY ITEr�SIZ�O iN T}-iE DIVISION 5: METALS STEEI. FRAMING: TEKS N0. 14, �NILLIPS FLAT EiEAD QR PHIL�lPS SQUAR� DRlVE
<br /> C. DESIGN CRITERIA �I(�lAL REPORT. B. CONCRETE R�INFORCING ,. ) HEAD TYPE AS MANUFACTURED 8Y IWT BUILOEX.
<br /> TERAL l.OADS 6) DUTl�S OF TH�' CONTRACTOR (NCI.UDE BUT ARE NOT �.IMITED T0: 1} SUBMITfALS A. REFERENCES� m ALl FASTENERS USED IN AN EXTERIOR APPLICATlON SHALL 8� GALVRNIZED !1V
<br /> �� � ACCORDANCE VrlTF( ASTM A153.
<br /> a) SEISMIC a) PROVlDE THE OY`1N�R A SCHE[7ULE OF' WORK PRIOR TO THE START OF CONSTE�UCT(QN. a) SNOP DRAWINGS: lNDICA7E BAR GE�ADES, SiZES, SPACING, LOCATI01�, QUANTITIES, 1} AISC 360 S'�EEL CONSTftUCTI(�N MAA�UAL
<br /> 1) SEISMIC IMPORTANCE FACTOR, �= 1.0 �) COMPI.Ef� ALL WORK II� CON�ORMANCE WITH °fFfE APPR(?�1ED CONSTRUCTION BEiVDING & CUTTING SC�I�OUL.ES. 2}AWS D1.1 - STRUCTURAL V`�ELDENG CODE C. 1NSTALIAT(ON
<br /> 2} SEIS�d[C IMPQRTA�ICE �'ACTOft FOR COMPONENTS, � = 1.0 Q�������5 b) MILL TEST REPORTS. 3}SSTC - STRUCTURAL BOLTiNG HANOBOOK
<br /> c) NOT{FY THE SPECEAI. IN5PECTOR WHEN THE PHASE 0�' WORK RE{�UiR1N� SPECIAI. 2} R�IN�ORClNG STEEI: 4)AISI 5100 - NQRTH AMEftIGAN SPECIF{CAT10�! FOR TH� DESlG�! OF COLD-�FOR�AED STEEL 1} ALL NAELING SHAl.L BE tN ACCORDANCE WlTN TABLE 23q4.09.1 OF TNE C4�E.
<br /> 3) �dAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: I�4SPEC710N 1S TO B�GIN, AND PROVIDE A�EQUATE NO71C� SQ �'HAY THE SP�C1A� a) ASTM A615 GRADE 60 (60 KSI) DEF4RMED BAR. STRl1CTURAE. MEMB�RS �NGiNEER'S WRITTEN APPRL7VAL R�QUiREQ �'OR ALL PROPRIEfARY NAILlNG AND/OR
<br /> SS = 1.44 Ii�SP�CTOR HA5 TIME TO BECOME FAMfiLIAR WfTH THE 'NORK TO 8E INSPECTED, ANO 1 THE AC7UAL Y€ELD S7REf�GTH BAS�D ON THE MlLL TESTS REPORTS SNALL NOT �XC�ED 5 AlSI S204 - �lORTH AMERfCAN STANDARD �Oft COLD-FORMED STEEL FRAMIIVG-G�NERAL STAPL.ING SYSTEMS.
<br /> � _ a �5$ ) ) 2) UNLESS OTHERWIS� NOTEO ON THE DRAWINGS, fNSTAI.I. RO{�F, FLOOR AND WALL
<br /> 4 SITE CIASS: D ARRANGE AN iNSPECTION SCHEDULE TO .COINCIDE WITH THE CONSTRUCT(ON SCHEDULE. THE SPECIFIEQ YIE�D STRENGTN BY MQRE TNAN 18,000 PSI AND 7HE RATIO OF AGTUAL �ROVISIONS SHEATHliVG WITH LONG DIMENSIQN P�RPENDICUl.AR TO SUPPORTS AND STAGGER J41�lTS.
<br /> ) THE C4NTRAGTOR 5HALL PROVlDE A MINIMUM OF 24 HOURS A4VANCED NOTICE TO ULTIMATE T�NSILE STR�NGTH TO TNE ACTIiAL �fIEl.D STRENGTH SHALI. NOT BE LESS THAAI� 6}5Di - DESIGN MANUAL �OR COMPOSITE DECKS, F'ORM DECKS, AND ROOF DECKS PROVfDE 1/8 INCH EXPANSION JOINTS AT PAi�EL �ND AN� EDGE �01NTS Ii�CLUDf(�G
<br /> 5) DESIGN SPECTRAL R�SPONSE ACC�LFRATION PARAMEiERS: TNE SPECIAL 1NSPECTOR �'OR WORK REQUIRING INSPECTlQN AND TESTING. 1.25. IF' ASTM A615 GRADE 60 REINFORC(NG D4ES NOT SATISFY THES� REQUIREME�lTS,
<br /> Sos = a�96� d) N4TIfY THE BUILDIN� OFFICIAI. 4VNEN TNE PHASE 0�' WORK REQUIRI�lG INSPECT10�i BY ASTM A746 REIN�QRCING SHALL 6E PROVIDED. B. STRUCTURAL STEEL 7QNGUE AND GR40VE JOINTS.
<br /> � �58 3) FILL ALI: NAl�. HO►_ES lN FgAM{NG CONNECTORS WCfH MANUFACTURERS MAXiMUM
<br /> THE BUIL.DIN6 OFFiCfA� AS DESCRIBED !�! SECTION 114 OF THE COD� 1S READY FOR 2} WELDING SHALL B� PERF4RMED fN ACCORDANGE WiTH AWS D1.4. 1} SfJBMlTTALS: REcpMMENpEp NAIL S1ZE.
<br /> 4) 5EI MIC DESIGN CATEGORY: D INSPECTIO�. PR4VID� A MINIMUM 24 HOURS ADVA�lCE N071C� 70 THE BUiLDI�iG b) D�FOftMED BAR ANCHORS (DSA): ASTM A496, IYP� 02L BY 7RW NELSON. �)�FiOP ORAWlNGS: lNDICAT� PROFILES, SIZE, SPACING, LOCATIONS 0� STRUCTURAL 4� EREC�ION AND INSTAL�.ATION QF ENG(NE�RED WOOD PftODUCTS SHALL COMPLY WlTH �
<br /> 7) BASIC SEISMIC FORCE-RESISTfNG SYST�Pri(S): O�FICIAL. c) HEAOED CONCRETE AI�CHORS (NCA) TYPE H4L BY 7RW �lELSON. MEMB�RS, OPENING5, AT7ACH��1Ef�aTS, CQNNEC710I�JS, FASTENERS, CAMBER5, AND MANUFACTURERS R�QUIRE��fENTS.
<br /> a. BUILDINGS e) ENSURE TNAT ALI. WORK REQUIRII�G SPEClAL INSPEC7I�N SHALL �Z�MiA1N ACCESSIBLE 3) �NLESS OTHERWISE NOTED ON Tt-IE DRAWfNGS, tAP SPLICES FOR REINFORCING SHA�L BE �NELDM�PlTS USlNG AWS WELD SY�180LS.
<br /> b. LIGNT-FRAME (W000} WAI.l.S SH�ATHEQ V'JITH STRIlCTURA� PANELS RATED fOR q�p �XppSED UN71L IT HAS BEEN 08SERVED AND iNDiCATED TO B� 1N CONFORMANCE as �OLLOWS: b} V`�E�.DERS CERTI�ICATES: PROVIDE NIELDERS CERTf�ICATES BY AN APPROVED CERTIFYlNG
<br /> SHEAR RESlSTANCE. W{TH TNE SPECIAL INSPECTOR, AND Af'PROVED BY TH� BUl�OI�iG OF�ICIA�. THE AGENCY. Q. TESTING ANO INSPECTION
<br /> 8) DESIGN BASE SHEAR = 23.1 KIPS 1 CONTRACTOR SI-IAE.L PROViDE MEANS QF ACCESS TO WORK REQUlftI�iG SPECIAL CLASS 8 TOP BAR 2)MA7ERlALS: 1) TESTING AfVD iNSPECTION PER O1ViSI0N 1.
<br /> 9) SEiSMlC RESPONSE COEF'FICIENT, G� = 0.148 1NSP�CTI4N, INCLUDING BtST NOT �,IMIT�D T0, CRANc s�Rv�c� a�o ��MPORAR� 8AR SIZE BAR SIZE s����� ������ � a)STRUC7URAl. S7EEL W--SECTI(7N SH/�ES: AST��i A992 G}Z�O� 50 (�'y = 50 KSf},
<br /> 10) RESPONSE MODIFICATION FACTOR, = . PCAI�FORMS.
<br /> 11} A�IALYSiS PROCEDIlRES USED: EQUIVALENT STATIC �ORCE PROCEDURE f) PROViDE TH� SP�CIAl. INS�ECTOR WITN ACCESS T� APPROVED C0�lSTRllCTfON �US} ME�RIG �SI� ��NCH� �I�lCH� b} STRUC7URAE. STEEL PLATES: ASTP�f A36 {Fy = 36 KS!},
<br /> b} WIND DOCUMFNTS AT THE JOB S1T£. #3 #10 �g 2� c) AOLL4W ST�UCTURAL S�APESi SQUARE AND RECTANGULAR STRUCTURAL 7UBE: ASThA Gi�Es(0� �, PROTECTIVE C�ATINGS
<br /> 1) ULTIMATE DESfGPt WIND SPEED �3-SECOND GUST) Vu�r = 115 MPH (RE�. IBC FIGURE g) MAII�i�AIPI AT ��-i� J08 SITE Ct?PiES OF AL� REPORTS Sl1BM#TTED BY 7HE SPECIAL
<br /> INSPE:CT4ft. #� �t�3 2� 3� d}STRUCTURAL STEEL CHAi��NELS: ASTM A3fl (Fy = 36 KSI}. j A) CpRROSlON PRO�ECTION
<br /> 1609.3 (1), 1009.3 (2) AND 1609.3 (3) � h) CORREC�i' ALL NON--CON�'QRF�(ING WORK. e}S7RUGTURA�. S�EEL ANGLES. ASTFr! A36 {Fy = 36 KSI). 1) AI.L STRUCTEIRAL AND MISCELI.ANE0U5 STEEL SHALL �E HOT-DIP GALVANIZED AFTER
<br /> 2} NOMINAl. DESiG�t V'11ND SPEED V,�� = 0.775 x V�L� MPH THE CONTRACTOft SHALL SUBMIT A WRITTEN STATEMEf�T #5 �16 31 41 f) - : (PE 1. GAI.VANIZEO TO ASTM FABRICATION i�! ACCORDANCE WIT�I ASTM A123.
<br /> 2) WIND RISK CATEGORY Il i) IN ADDITlO�! TO THE A80V�,
<br /> 3) EXPOSURE C OF RESPONSIBIl.1T'f TO THE BUfLDING QFFICiAL AND THE OWN�R PRIOR T4 �t� #�� �� �� 2329 UNLESS NOTED OTHERWISE. 2) FEELD TOUCFi UP OF GA�VRNIZ�D STEE� SHAl.I. 8E WITH GALVICON COLD GALVAN{zING
<br /> 2) GRAVITY LOADS COMME�lClI�G WORK. THE CONTRACTORS STAI'�MEN7 OF RESPONSI81U7Y SHAI.L g} 4FriMON BOL.TS: AST�I A307 G1�AUE A. GALVANIZED TO ASTM F2329 UNLESS NOTFD COMPOUND. MlNIMU�d 2 MILS D.�":�. R�STORATIOtd OF THE GALVANIZ�D COATiNG SHALL
<br /> I�JCLUD� ACKNOWLEDGMENT 0� AWARENESS OF T�iE 5PECIAL ftEQUIREMEi��7S #7 �22 5� 70 TF4ERWISE. 8£ IN ACCQ�dANCE WiTH ASTPA A780 "STANDAR� PRACTICE �OR REPAIR OF DA�AAGEO
<br /> a) ROOF LOADS CONTAINED IN THE 5`f�T£M�NT OF SP�CIAL INSE'ECTIO�S. h) NCHOR RnOS: ASTM F1554 G�DE 36 F��VY SQUARE HFAD TYPE. RODS, NUTS A�lD A�lD UPaC0A7ED Aft�S OF HQT�DIP GALVANfZ£Q COA7INGS".
<br /> 1) S{�a4W LOAD 7) DEFiNiTIONS * TOP BARS AR� H�RIZONTAL BARS P�C�O SUCH THAT MflRE TNAN aSHE�S GAI.UAI��IZED 1N ACGQf��AiVC� WITN ASTM F2329.
<br /> a. GROUND SNOW LOAD, Pc. 20 PSF a) CONTIl�JUOUS INSPEC7ION MEA�JS THAT' Ti-ic SPECi�L INSPECTOR IS �'RESENT AT �lL 12 lNCHES OF FR�SH CONCf;E7E !S CAST BELOW SPLlCE. i) HftEADcD ROD: A�rM F1�5� G�A�E 36. GALVAPlIZED IN ACCORDANC� V'lITN ASTM
<br /> b. FLAT ROOF SNQW LOAD, PF = 0.7�C�Gr!�r� = 14 PS�' PLUS Dftl�l', USE 25 j�M�, pg������� ANQ CONF'IRM{NG T�T THE WOR� R�4UIRING �PECIAL #NS�'EC710N 2�29.
<br /> PSF �r1lNI�AUM IS IN GON�Ofti�tAAi�!!CE WITN 1'H� APPROVED CONSTRUC�I'ION DOC�JPriEN75. 5} PROVIDE SPECIFIED COVER R5 F'OLLO�'r5: j} LATE 1YASHEFZS: ASTM A36.
<br /> c. SN4V� EXPOSURE �ACTOft, CE = 1.0 b) PERlODIC iNSPECTION Pd�A�JS 'fHAT TH� SP�CIAL iNS#�ECTOR IS PRESEN�� PART T1ME, a) CO�ICRETE CAST AGAWST AND f�ERMAN�NTLY �XP05�D TQ EARTH: 3 INCHES (-3/8 k} UTS {STAPlDARD, JAMB AND HFAVY HEX `C`(PE}: ASTM A563. GALVANQ�D TO AST�d
<br /> d. SNOW LOAD IMPOftTANCE FACTOR, I� � 1.0 OR Al' Ti�1E {f�TERVALS, AS N�CESSARY TO OBSERVE AND CONFfRM TMAT TNE �"IURK 1NCH/-F-1 INGH) 2329 UNL�SS �tU'fED OTHER�'1{SE. HEAVY HEX NUTS SNALL 8E USED E�� ALL HS8
<br /> e. THER��AL FACTOR, Gf = 1.0 RcQU�R(iVG SpECIAI, INSr�EC�CION IS IN C4NFORrdANCE WI7N `(t-3E APPROV�D b) CONCRECE EXPOSEO TO �1I�Tki 0� '�'�EA7HER: OiVNECTIONS U�lLE5S QTNERWIS� �JOTED. ALL iVUTS Tb HAVE A PROOE' LOAD STRESS
<br /> 2) DEAD LOAD = STRUCTURE V�EIGHT C�N5TRUf;TiO�f DOC1JMEiJTS. 1) f�6 8AR AND EA�2G��Z: 2 1PJCHES (-3/8 INCN/-#-5/$ INCN) QUAL 70 OR NIGHER T�-iAA�J TH£ Mi�JIMUM SPECEF(ED TENSILc STREi�lGTN OF TNE
<br /> b) �LEVATED F�.00R LOADS 8) Y�IORK REQUIRI�lG 5PECiAL 1NSPECTION 2) �5 8AR AND 5MAL��R: 1 1/2 INCHcS (-�/$ INCN/T1/2 IPJCH) HRFADED PA�T (80LT OR ROD).
<br /> 1) LIVE l.OAD = 5Q PSF; LNE LQAD REDUCT{ON NOT A��Lic�. (A�.�, (f�SpECTiQN SNALL BE COiVTINUOUS UNLES5 OTHERWiSE NOTED.} c) CONCREfE NOT EXf'OSED Tfl WEATHER OR IN CON7'�CT 'NI7H �ARTH: i) H�AR CONNECTO�t STI�US AND HEADED C0�lCRETE Af�tC�laRS: IYPE B 1N
<br /> Z) OFAD ►_OAD = STRUCTURE WEIGNT �} �A3R1CA�l�RS 1) SL�85, WA�LS, J41�T5: QNfO�MANCE Wl7H AWS D1.1, AS �MNUFACTURED BY NEk.SON STUD WELDING OR
<br /> 3) PARTITfON LOAD = 15 PSF 1) SPECfA� 1PiSP�CTlON 5HALL 3E PERFOftMED IN ACCO2DANCE `NITN SECTlOPi a. �14 BAR ANQ IARGER: 1 1/2 INCi-IcS (-1/� IiVCH/�1/2 INCH� RU-µ�ELO DlVISfOTa OF TRU-FIT PRODUCTS CORP. iNSTA�L/fASTEN �'0 STEEL
<br /> c) STAIR LOADS 1705.2 0�' �C�{E Cd�E. b. #11 BAR AND SMA�L��: �/� �cae�c {--i/�. x�vcr�/+�/� i�c�} EME3�F�� IN STRiCT ACCOR�ANCE Wf1'H �fANUFACTURERS R�COM��IENDATIONS.
<br /> 1) LIVc LOAD = 100 �SF (STRINGERS AND LANDI�lGS), 30C� P4UNDS (TftEADS) 2) SPECIAL INSPEC�'!0�! 0� �'ABRiCA7ED ITFMS �N T�{� PiZEMI5E5 OF THE m rELOlNG FILLER MATcRIAL: AWS �1.1 T'ABLF 3.1, AV�S �5.1 OR A5.5 E70XX FOR . ..
<br /> 3) ALL04'rABLE SOIL BEARfNG CAPACITY = 2000 PSF 2) BEAM, COLUMNS, PEDESTALS (P�I�rfAR'f ftEINFORCI�lG, TIES, STIRRUPS, AND
<br /> �AB}�(CATORS SHOP 1S R�QtJ1RcD. �'XCEPT(ON: ��HlS SPECfAL 1NSPECTION �r1AY 5f'lRALS�: 1 1/2 i�ICHcS (�-3/� I�1CH/+1/2 tNCM) SMAW WcE.DlNG pROCESS; AWS A5.18 �R70S-X rOR G�AAW '�tE�DING PROCFSS; AWS
<br /> a) ACTNE �RTH PRESSURE = 35 PSF BF WAIVEC} W�iEP! THE FABRICATOR !S A�'PROVEd !N ACCORDANGE �'11TH Ti-iE 6} UNLESS OTHERWISE i�OTED ON TEiE ORAWIPJGS, P20VIDc CORNER BARS TO PdATC�-f A5.97 OR A5.23 F7XX-EXXX FOR SAW W�LOING PROCESS; AWS A5.20 E7XT--X �"OR
<br /> b) ALLO'NABLE PASS4VE PRESSUR� = 30Q PSF GOVER�{NG BUILDING AUTHOr�IT`(. HORlZflNTA� REIi�l�ORCING AT CORNcRS AND 1�lTER5�CTIONS. FCAW 'NELDING PROCESS.
<br /> c) Al.L4WASLE �RlCT(QN FACTOR = 0,�5 b) ST�FL CONSTRUCTI4iV 1) TYPE: LOW-HYDftOGEN.
<br /> 1) W�LDING INSPECTf4N �NA�L BE fN CO�h�'lIANC� WITN AWS 01.1. THE BASIS FOR C. CAST-IN-PtACE CONCREfE
<br /> � 7NE WE�D{NG INSP�C�T'OR QUALl�ICATIONS SNA�L 8E AWS D1.1. 1} F�iATERIALS: C. CONNECTIONS �
<br /> DIVlSION 1 : GENERAL REQUIREMENTS 2} r�T��ia�. v��i�ic��io�v o� sTRuc�u�a�. s��E�: a) CEMENT: AS�M C�50 TYPE l, TIPE !I, IYPE I/II 1) AL! STRUCTURAL CONN�'CTIONS SNAL►_ UTI�.1Zc 3/4 I��CN DlAMEfER A325 HEGH STftENGTN
<br /> . � a. FOR STRUCTURAL STEEL, iDENTIFICATION MARKINGS TO COi�FORM TO AlSC �� ��N� q�p �qARSE AGGR�GATES: AST��1 C33. SOLTS AND BE TYPE (V (BEAR1�JG WIT�i THREADS INCLtlaEO IPJ T31F Sl�EAR PlANE) UNL�SS
<br /> A. GENcRAL 3��' ��������` c) WATER: ASTM C1602 CL�AC� APlD NOT DEfRiM�NTAI. TO CONCREI'E. �TNER4`�ISE �JQTED. CONNECTIONS NflTEO AS SC (SLiP CRITICAL} SHAIL iNCLUDE LOAD
<br /> 1} TNESE DRA`r11PlGS HAVE BEEN PRE#'ARED SOLELY �OR USE IN THE C0�lS7KUCTION OF b. FOR OTHER STEEL, iDENT(FiCATION MARKINGS TO CO�i�ORM 'CO AST�4 INDICAT4R WASHERS OR USE TENSfON CONTROLt��D HIGH-STR�f�GTH BOLTS. �AYING
<br /> STAfi�pARDS SPE�IFIED ,!N THE APPROVED GOi�STRUC�lON DOCUA�E�lTS, d) ADMIXTU��S: Sl1ReACcS OF CON�lECTING PARTS !N �C GO��NECTI0�1S SF1A�L SE PROTECTED AGAWSI'
<br /> THE PROJECT LOCATED IN E�lEREti, WASHINGTON. rOSSESSIt�N 4F "fHESE DRAWfNGS �������� 1) AIR ENTRAINME�I�C; ASTM C260 PAiNT AND OVER--SPRAY.
<br /> DOES �l�T GRANT LICENSE TO COPlSTRE1CT OR FABRiCATE THE WNOLE OR PARI'S OF THIS �, �q�(}�"ACi�URER'S CERTIFI�O T�ST REPORTS, PERfOD1C. 2) ADMIX�iURES: ASTM C49� 2)HIGH STR�NGTH 80L1'S SHAL� BE Ii�JSTALLED AND T1G'riTENED IN ACCORDANCE VJITN RCSC
<br /> PROJ�CT IN OTHER LOCATIOi�S. � 5) �riATERIAL VERI�ICATEON OF WE�.D FILLER MAlERiAI.: 2} ACCESSORlES:
<br /> "SPECiFiCATIQN� �OR 5�RUCTURAL JC�INTS US(NG HIGH-STRENGT�# B��TS" {AISC 360} AND
<br /> B. COORDINATION �. iDENTI�ICATION MARKINGS 70 CONFQRP�1 70 AWS SP�CIFICATlON I�! TNE a� WATERSTOPS: SSTC "STRUCTURAL BOL�ING HAP�DBOOK".
<br /> 1) COORDINATE 1"�OftK 0� OTHE2 CRAFTS HAVING lNT�RDEPENDEiV7 RESPONSI�I�ITIES F4R APPR4VEU C�3NSTRUCTION OQCUMEhlTS, PERIODIC. 1) TYP� 1: STYLE 747 1/4 IiVCH X 6 fNCH PVC DUMBBELL PROFILE. 3}ALL NIGI-I STRENGTH BOLTS SFiAt.� BE FULLY 7ENSIONEO UNLESS iVOTEO OTH�R4'�fSE.
<br /> INSTALLiNG, CONNECTING T0, RND PEAClNG IN SERVICF MATERIALS At�(D EQUIPMENI'. b. MANUFACTURER'S CERTI�'lCAi'E OF CflMPL(ANGE REQUIRED, PERI(301C. b} JOINT SEAEANTS: ASTM C920, TYPE PA, SiKA�'LEX 2CNS; 8Y SIKA CORPQRATIQN.
<br /> 2) FIELD VERIFY ALL EXISTING ELEVATIONS APlD DlMENSlONS SHO!NN ON THE DRAWlNGS 6} INSPECTION 0� WELDlNG: c} CURING COMPOUND: V�C GOr+iPL(AI�!!�' ASTM C309 �YPE 1, CLASS 8: vERiFY p, y��E�p��G
<br /> BE�ORE PROCEEDING WITN THE WORK. iMMEDIATELY RE�ORT ANY Q�ATI4NS TO THE a. ST�UCTUftAL STEEL. COMPATIBILITY WITH �EQl11R�D CONCRE�E COATING SYSTEMS. 1) ALE. WE�.DENG St�3ALL B� PERFORMED IN ACCORpANCE V�JITN AWS D1.1.
<br /> OW��ER AND ENGI�lE�R. 1. COMPL�E AN� PARTIAL PEN�TRAT(ON GROOVE WELDS. A} UNdERSlAB VAF'OR BARRIER: ASTM E9745 CtASS B & C, MO[STOP ULTRA 6 2)ACL WE�DIi�G t?N EL.EM�NTS 0�` THE SElSM(C FORCE-RESiSTING SYSTEM SHALl. BE
<br /> 2. �1ULTl-PASS �'IL�.Ef 1NELDS. UNpERSLA6 �dO1STURE--VAPOR BARRE�R AND MOlSTOP VAPOft BARRIER"TAPE PERFORMED !N ACCORDANCE WITH AWS D1.8.
<br /> C. CONSTRUCTlOP� FdETHODS A4dD PRQJcCT SAFETY 3. SINGLE-PASS FELLEC WEI.DS GREATER TF{AN 5/16 1NC�1. MANUFACTURED BY FORTIFlB�R CORPORATIO�. 3)GUAi�DRAfLS AND FfAI�lQRA1LS SHALL B� PROV4DED 4'JITH CLQSED ENDS AND GONNECTI�NS
<br /> 1) THc CONTRACT DfZAWENGS A(`J� SPECIFICATlONS REPRESENT �HE �INlSHEp STR4ICTURE AND 1. P�UG AND SLOT WE�.DS d) BC3NDlNC AG�NT: VOC COMPLIANT, �lON-SOLVENT BA5ED EPDXY ADMESIVE, 'ARMATEC $yqL� 8E CONTIi�l30€JSLY WELDED UNLESS NOTED O�HEftW15E. .
<br /> DO NOT INDICATE METHODS, PROCEDURcS OR SEQUENCE OF CONSTft�JCTION. THE 5. SINGLE-PASS �ILLEf WELDS �ESS TNAN OR �QUA►_ TO 5/16 INCH, 114 EPOCE�4" AS MANUFACTURED BY SIKA CQRPt7RAT101�3, "DURALPREP AC» AS
<br /> STREICTURE(S} AND ALL OF ITS PARTS MUST BE ADEQUATELY BRACED AGAiNST WIND AND P�RIODIC. MANU�ACTURED BY EUCLIO CHEMICAL CO3 4R EC�UAL. ,
<br /> LATERAL �RTH APlD SEISMIC FORCES UNTlL THE PERMANENT LAT�RAI. FORCE R�SIST(NG b. REI�1�'ORClN� STEEL: �} CAST IN PLf10E ANCNOR RODS: SEE DIViSION 5. �IVISIQN �; �NaOD 8c PLLt�STlC .
<br /> SYSTE�dS HAVE BEEN CONSTRUCTED AND ALL ATTACHMENTS AND CONiVEC�IaNS 1. VERIFICATION OF WEl.DABI(.ITY OF' REINFORCING STE�'L OTNER THAP! ASTM 4} POS� {NSTAL�.ED GONCRE�E FASTE�IE�S:
<br /> PlECESSARY FOR THE STA81l.ITY 0� THE STRUCTURE(S} AND iTS PA2TS �{AVE: BEEIV MADE. A748, PEft10DIC. �) �XPA�lSiON APICNORS: MECHAN[CA! EXPANSION IYPE: ICC�-ESR APPROVED KWIK A. REFEftENCES �
<br /> 2. OTNER REINFORCING ST�EL, PERIOD[C.
<br /> TNE.OWNER SNAI.I. NOT BE RESPONSiBLE�FOR E�EFORCiNG SAFEIY R�GULATIONS. TNE SOL�'-TZ 8Y HILTI, lNC., OR ICC-ESR RPPROVED STRONG 80LT 2 8Y SlMPSQ�! 1) APA - TNE ENGINEERED WOOD ASSOCIATION
<br /> CONTRACTOR SHAI.L DESIGN; CONSTRUCT, AldD MA1iVTAlN ALL SAFE�1' I��.ViC£S. c) CONCftETE CONSTRUCT40�! STRO�iG--TfiE.
<br /> N TRUGTION MATEftIALS SHALL BE E�lENLY OISTRIBUT£D IF PLACED ON FRAMED F'LQQRS 1} IPlSPECTION 4� RElN�ORGNG STE�l� A�lD PIACEMENT PERIODIC. b CHEMICAL AQHESIVE ANCHORS: CHEMICAL ANCHOR Tl'PE: ICG-ESR APPROVED HIT-HY 2) AWPA (A�SER(CA�t 1"d00D PROTECTION ASSOCIATION}
<br /> CO S ' � 3) AF & PA {AMrR1CAN �"ORE�T A�fQ PAP"cR ASSOClATfON)
<br /> • OR ROOFS. f.OADS SHAL� NOT EXCEED ALI.OWABI.E LOADI�lG FOR TH� SUPPORTING 2) I�lSPE�TlpTt OF REINFORCING ST�EL WELDING. 200 BY HILTI, INC., �ft ICC-�SR APPROVED SE7-XP BY SIMPSQN STRONG-TIE. SEE �.) yyE�iB (WESi COAST LUMBER IN5PECTiON BUREAU).
<br /> MEMBERS Oft T�{EIR C�NNECTIO�lS. THE C0�lTRACTORS CONSTRUC�(I�N AND/OR E�ECTION 3� INSP�CTION OF B4LTS AND 4THER �MBEDED lTEMS TO BE INSTALLEO 1�1 D�VIS(pN 5 NpTES FOR TFIF�EADED ROD MATERIAI. TQ BE USED WIl'H ADHESI�E
<br /> SEQUENCc SHALL TA'rCE INTO COPtSIDcRATlON THE EFFECTS 0� THERMAL MOVEMEI�TS 0�' C4NCRE(�E PRIOR TO AND DURfNG PlACEM�NT 0� CONCRETE WHERE ALLOWABk.E ANCHOftS. 5� WWPA (4'1ESTERN W04D PRODUGTS ASSOCIA710N)
<br /> THE STRUCTURE DURING THE CONSTRUCTION PERIOQ. LOADS NAVE BEEN fNCREASED OR 44�HERE STRE�iGTH DESIGN IS USED. c} ALTERNA7E PRaDUCTS Ml#ST 8E APPR4VED IN WRl1'ING BY TNE STRUCTURAL Et�GiNEER 6} ANSi A190.1: STRU�TURAL GLUE tAMlNATED TfF�SBER
<br /> 4} VERIFYING USE OF REQUIRED D�SIGN M1X, PERiODIC. PR4QR T� U5c QR SUBSTC�UTlOPl. PRO�OSED AL7ERNATE PRODUC�f SUBMITfALS W#L� 7) NDS (NA710NAL DESlGN SPECI�ECATION FOR WQ4D CONSTRUC�'!ON}
<br /> D. SUBMITTALS 5) AT T#iE TIME FRESH CONCRETE i5 SAMPLED TO FA8�ICATE SPECIMEP�S FOR gE �ALUATED CONSlDERING ICC--ESR SNOWING COMPl.lANCE WiTH THE CURRENT COD� S) DOC (US DEPAR7MENT 0� CO�IMERC� NATIONRL INSTlTtJT� OF STA�}DARDS AND
<br /> . 1) SU3MITiA! PROCEDURES STftENGTH TESTS, PER�QRM SL�MP AN�J AIR CONTENT TEST AND DETERMINE THE FOR 5E{S�ilC ISS�S AND LOAD RESISTANCE. PftOVIDE MINI�SUM EDGE DlSTANCE AND TECNNOLOGY)
<br /> a) (DENTI�1( PROJECT CONTRACIOR, SUBCONTRACTOR, AhlD/OR SUPPLIER. TEMPERATUftE 0� THE CONCR�1'E. SPAClNG AS iNDICATED IN THE PRODUCT'5 IGC-ES REPQRT UNl.ESS OTHERNdISE NOTED 9) A17C (AMERICAN {NSTI7UT� 0� TIMBcR CONSTRUCTION}
<br /> o} ALL SUBh91T(A►_S SFI�Ll� BE PROVIDcD IN PDF FOR��AT. SUB�AIT7ALS S1�iALL BE 6) I�iSP,ECTION OF CONCRETE PlACEMEiVT i OR PR�IPER IPISTAI.LATiON/APPLICAI"IQN ON TN�.DRAWINGS.
<br /> REf'URNED.IN PDF FORMAT ViA EMAiL OR PROJECT WEBSITE. TECHNIQUES. 5) CaNCREfE �dIX B. MATERIA!S
<br /> c) AL�O'�1 FIVE (5} WORKIi�IG DAYS MIN{MUM FOR REVIEI"r AND R�TUR�I Of SUBMITfALS. 7} INSPECTiON FOR MAiNI'�NANCE OF SP�CiFiED CURING TE��PERATURE AN[? a) A�L C4NCRETE SNALL COMPLY WITH T�{� REQUlREME�lTS 4F ACI. 3i$. COPJCRET� 3} LtJ��SBER MATERIALS:
<br /> PRODUCT PURCNASE/fiaBRICATION SNALL NOT C01vSMENCE UNTIL SU$�v1lTTALS ARE TECHNIQUES, PERIODiC. SNAL� BE TRA�lSPORT�D AND PLACEO 1N ACCORDANCE WITN AST3v[ C94. a} BFA1v1S A�lD STftINGER5, 4X AND LARGcR: �OUG-f1R/LARCH N0. 1 OR BEfI'ER.
<br /> ft�7URNED. 8} V�#ZlFICATfON OF fN-51TU C0�1CftETE 5TREP�GTH Pft{OR TO REMO�IAL 0� SHORES b} MIX DESIGN: b) POST AND TfM8ERS: DOUG-Flr�/LARCEi N0. 1 fl2 BE�[TER.
<br /> d) SHOP DRAtiYi�lGS: Ai! SHO� DRAWlNGS SFiA�� 8E PR�PARED ON ELECTRONIC MEDiA. AND FORMS FROM BEAMS AND S7RUCTUf�L SLABS, PEftlODIC. e) JOISTS AND RAF�ERS: DOUG-FIR/tARCF{ N0. 2 OR BETTE�.
<br /> ANY R�lISIONS TO THE DRAWINGS SHALL BE CLOUO£D AND MAR€CED WCTH REVISION 9) INSPECT �QRM4y42K FOR SHAPE, LOCATIO�lS, AND DIMENSIONS 4F T{-I� GONCRETE d) 2 X 4 Sl"U05: DOUG-�!R/lARCH STUD OR BEfTER.
<br /> NUM8ERS. MEMBER 8EENG FORMED, PERIODIC. COP�PRE5SIV� �AT�R/CE �qXE��J� AIR �NTRAINMENT SLUMP e) STRUCTURAL LiGHT FRAMING �2 X 4 AND 2 X 6 PIATES, 2 X 6 STUDS}:
<br /> e) Al.� SUBMITTAk.S SFIALL BE REVI£�'rE0 APPftOV�D AND INlTlAI.EO BY THE d SPECIAI. CASES M��� (PERCENT� (� 1 1NCH� I
<br /> , ) ITEM STRENGTN f'c AGGREGATE DOUG--�IR IARCH N0. 2 OR BEfTER.
<br /> Sl1P�l.lER/DETAILER AND BY TNE CONTRACTOR PRiOR TO SUBMITTING �QR REVI�W BY i) EX�Ai�lSfOI� ANCHORS 1NSTALLATiON, PER ICC�-ES EVA�UATIO�! REPORT, PERIQDIC. ��5�} � MATR'L 5��� t����� �� �:�� f} SELLS, I.EDGERS, PLATES E�C iN CON7ACT WITH GONCRETE AND ROOF CURBS, CANT5: . .
<br /> THE �'NGINEER. ANY SUB�dETI�ALS N07 REVIEVrED, APPRQV�D AND INITIA��Q BY THE 2) CNEMICR�. AD�-iESIVE ANCKOftS INSTALLATION, PE2 ICC-�-ES EVAI.UATION ftEPORT, RATIQ PRESSURE TREATED DOUG-�IR/LARCH: N0. 2 OR 8EfTER.
<br /> SU�PLIER/DEfAfLER AND CONTRACTOR SHALL BE RE�URNED WITHOUT REVIEW. " PERCODlC. g} BLOCKlNG, SRIDGING, BACKING, BUCKS ANQ MISCELLANEOUS FRAMING:
<br /> 2) SCHEDULE OF SUBMITTALS: GRADE SE_AB 4500 0.4� 3/4 3 3 DOUG--FIR/lARC�I N0. 3 OR BEfTER.
<br /> a} SFiOP DRAWINGS DIVIS�ON 2: S(TE WflRK z) s��aT���vc
<br /> 1) STRUCTURAL STEEL FOOTINGS 4504 O.�FS 1 1/2 4 - 6 3 p) �OOF & FL04R SNcA7HING: EWA RATED SHEATNING STRUCTURAL 1 SE-IFATHING,
<br /> b) TESTlNG AND INSPECTEON REPOftTS A. GE07ECHNECAL REPORT �XPOSUR� D111�BILII�Y 1, CONFORMlNG TO OOC PERFORMANC� STANDARD P5-1. SEE
<br /> c) WELDER CERTI�ICATES . 1) ALL �XCAVATiON SACKFILL, A�lD FOUNDATIONS SNALL BE IN ACCORDANC� WITN TNE * COMPRESSNE STR�NGTH AT 28 DAYS UNLESS OTHERWiSE NOT�D. DRAWiNGS FOft REQUIRED THICKNESS AND SPAN RATI�lG. BLOCK SHEATHING WHERE
<br /> � GEOTECHNICAL REPORT TITLED "GEOTECHNICAL ENGINEERS STUDY", 8Y GEOTECH �* ����� A�R ENTRA4NMENT 70 3% MAXiM�1M FOR INTERIOR SIAB-ON-GF�tDE A�JO NOTED ON THE DRAWIi�GS.
<br /> E. QUALITY CONTRO� ELEVATED StABS. � b} WALL SHEATNlNG: EWA RATED SHcATHiNG STRUCTURAL 1 SHEATHfNG, EXPOSURE
<br /> t) COMPLY WITH SPEClF1ED PROJECT STANDARDS AS A MINI�dUM F�R QUALITY FOR 7HE CONSULTAPaTS, INC, DATED 1/96/2008. ���S�.UM�S SHOWN ARE THE TARG�t SLUMPS WITHOl1T THE fNTROQUCT(QN 0� ADMIX7URES. pURA81LIlY 1, CONFORM{NG TO DOC PERFORMANCE STANDARD PS-1. SEE DRAWINGS
<br /> WORiC, EXGEPT WHERE THE DRAWINGS, CODE TO�.ERANCES, OR SPECI�lC ft�QUIREMENTS MAXIMUM SLUMP WITH AD��iIXTURES SHALL NOT EXCEED 7 E�lCHES F4ft �'pR REQUlRED TE�fCKNESS AND PANEL GRADE. BLOCK SNF'ATHING Y'JHERE NOTED 0�
<br /> INDICA7E HIGNER STAP�DARDS OR MORE PREClSE WORKrdANSHIP. 8. SIT� C4NDIT!(JNS � SLABS-ON-G�2ADE AND ELEVATED SEABS OR 8 1NCHES FOR ALL Ol"HER CONCRET�. 1"HE ORAWINGS.
<br /> 2) CONTRACTOR SHALL 8E S4LELY RESPONS{8LE FOR CORRECTING ALL SlTE COi��iT(ON5 1} THE CONTRACTOR SHALk. BECOME �'AMfLfAR WC�H THE SITE CONOlTIONS. 3) GLU� LAMINATED �tIMBER .
<br /> CAUSED 8Y CONSTRUGTION ACTIVfTEES. 6) �iOT W�ATHER CONCREfING SHALL BE IN ACCORDANCE WITH ACI 305R. 3 •
<br /> a GIUE LAMINATED 11MBER: DRY USE AS NOTED ON TNE DRAWINGS, 1NDUSTRIAL
<br /> 3) PROTEC7 ALL EXISTING A�1Q NEW UTILITIES, STRUCT4�RES AND EQUIPMENT FROM DAMAGE. C. MATERlALS 7} CC}LD W�ATHER CONCRETiNG SHAL� BE IN ACCORDANCE WITN ACI 306R. PREMIUM APPEARANCE GRADE, DOUG�-FIR/LAKCH GRADED IN CO�fFORMANCE WI7�f ANSI
<br /> 4) CQNSTRUCT ALL ITE�dS AND COMPOI�ENTS !N FU�L ACCORDANC� WITH TNE DRAWiNGS AND 1) STRUCTU{�AL FILL: CLEAN, FRE£-DRAlNING, WELL-GRADED, CRUSHED ROCK WfTH ALL g} �INISH{NG . A190.1 AND ASTM D3737. UNLESS OTNE SE 7ED IMP SP B S LL
<br /> SPECIFICATIONS. ANY VARlANCE r�illST HAVE WRITTE�! APPROVA�. 8Y TH� ENGINEER PRIOR MATERiAL PASSING TF#E 1 INCH SlEVE AND �lOT ��10RE THAN 5� PASSENG THE NUMB�R �) ALL �1NISHiNG SNA�L BE iN ACCORDP�iCE WI3H AC{ 301 SECTIOiV 5. CONFORM TQ COMBiNATION 24F-V4 �
<br /> 200 Sl�IE. b} FORMEO CONCRETE S�JRFACES NOT EXPOSED TO VIEV� MAY HAVE A ROUGH FORM 4 ENGlNEER�Q WOOD PRODUCTS
<br /> T4 COI�STRUCTION. � '
<br /> � 5) UNl.�S5 OTNER4VISE NOTED, ALI. NEVY W4RK SHALL MATCH EXISTING IN LINE AND p_ �CAVA710N FWISH, SF-1.0 IN ACCORDANCE WITfi ACI 301 SECTiON 5.3.3,3 (a}. a) PARA�CAM, MICRp-IAM AND TIMBER-STRAND ENG ER WQ PR �UC
<br /> -o ELEVATIOPl. SHOULD THESE �lNES AND ELEVAT(ONS CONFUCT WITH 'CHE LINES ANa �� REMOV� ALL ORGAMC �fATERiAL, T4PSQIl., AND ANY FILL FROM U(�DER BUILDINGS A�D c) FORMED CONGRE�E SURFACES EXPOS�D TO VIE4� SHALL HAVE A SMOOTH FORM MANUFACTURER: TftUS J�}IST 8Y WE`(ERHAUS£R CORPORATION.
<br /> g ELEVATIONS SHO�rN ON THE DftAWINGS; CONTACT THE OWNER AND ENGINEER S�� ��S b} N4 SUBSTITUT10NS ALLO'NED UNLESS A WRITTEN REQUEST FOR SUBSTITUTIflN IS
<br /> �' I�r1hfEDiATELY. FINISH, SF-2.0 iN ACCORDANCE WITH ACI 301 SECTION 5.3.3.3 (b).
<br /> � � 2} OVE�-�XCAVATE AREAS NOT CAPA�LE OF IN SITU COMPACTION. d) HORIZONTAL UNFORMED CaNGRE1�E SURFACES S#-{ALL BE SCREEDEp AND FLQATED. PROVIOED TO THE ENGINEER �OR REV1�V AND APPROVAL PRiOR 74 BiDDING.
<br /> � � SUBSTITUTlON REQU�S�f SHALL INCLi.1DE CERTIFICATION THAT THE MANUFACTURER WILL
<br /> - 3 NOTIFY ENGI�lEEft OF ANY UNUSUA� C4�JDITiONS ENCOUNTERED !N FOOTING £XCAVATiON. e) St1RFACES RECEIVfNG GRQUT OR BONDED C4NCRETE TOPPING SHALI. BE A SCRATCH�D
<br /> � F. TESTING AND INSPECTION ) CQr�iPLY WETH THE REQUIREMENTS STATED ABOVE. •
<br /> = 1) SPECfA�. WSPECTION IS R�QUlftED PER CIiAPTER 17 OF TNE CODE AND LOCAL 4} CLEAN ALL �OOTING ARE�15 0�' LOOSE MATERlAL 8Y HAND. REMOVE ALL WET, S0� �INISH TO 1/4 INCH A�rtPLlTUDE. 5) ENGiNEERED WOOD JOfSTS
<br /> � Ah�EPlDl,4EP1TS AND/OR REQUIREMENTS. SOIL. FR�M FOOTING EXCAVATIONS PRIOR TO PLACING FOUNDATiONS. f) 1NT�RIQR SlABS �i4VISH SNA�L 8E A TROWELED FINISH.
<br /> Q 2 THE OWNER SHALL c.MFLQY ALL SPc.CIAL INSPECTION 5ERVlCE5 AND ALI. REQUIREp 5) ALl FQOTI��G5 SHAL� BEAR ON FIRM; UNDISTURSED NATIVE SOlLS Oft COMPACTED g} EXPOSED NON-CHAMFERED S(A8 EDGES SNALL BE EDGEp 70 A 1/4 INCH RADiUS a) TJf SERlES WOOD CNaRD/WQOD V�ES "I" JQlS7S. MANUFACTURER: TRUS JOIST BY
<br /> � � 5�'RUCTURAL F1LL A M1NIM�JM OF 18 INCFIES BELOW GRAD�. NO LOOSE SOIL OR FILL AFTER FiNISNING, EDGI�lG SHALL NOT FORM �lDGES ON THE 5LAB Sl7RFACE. W�YERHAUSER CORPORRTION.
<br /> � �hAl'�RIAL TESTING SERVICES. SHAI..I, 8� PEftM1TTED UNDER FOOTINGS QR FflUNDATfONS. h) EXP�SED EDGES SHALL BE �ORMED USING 3/4 INCM CMAM�ER UNLESS OTHE�WISE b) NO SU6STITUTIONS AI.LQWED UNL�SS A �'dRITTEN REQU�ST F'aR SUBSTITUTION IS
<br /> � 3) ALL II�SPECTIONS ARE TO BE PERFORMEO BY AN APPROVED AGENCY R�GUtARLY PROVIDED TO THE £NGiNEER FOR REVlEW Ai�1D APPROVAL PRiOR TO BIDDlNG.
<br /> � ENGAGED I�l CO�fDUCTING TESTS OR FURNISHING INSPECTION SEftVlCE5 AND APPROVED �����'
<br /> � E. BACKF4LL i) VERi�'`( FINISHI�IG REQUIREMENTS. 0� 5URFACES SCHEDULED T4 RE�EfVE PR07ECTN� SUBSTITlJTIQN REQUEST SHALL INCLEID� CERTIFICATiON THAT �HE �4ANUFACTURER WILL
<br /> � BY THc LOCAL BUILDIfJG OFFICIAL. COMf'LY WITH THE REQUIftEMEN1�S STAI'ED ABOVE.
<br /> z � SCARIFY AND PROOF ROLL SUBGt2A�D� �0 A DEPTH OF 12 INCHES TO IDENTiFY SOFT CQATINGS WITH PRQDUCT MANU�'ACTIlRER.
<br /> 0 4) DUTIES OF TNE SPECIAL I�lSPECTOR INCLUDE BUT ARE �10T L#MITED 70: �
<br /> ¢ a ACKNOWLEDGE TNE SPECIAL INSPECTIO�! PR06RAM AND TNE 5PEClAL 1NS�,ECTlON AND SP07S. REMOVE ANY SOFf SPOTS AND BI�CK�ILL W4TH STRUCTURAL �ILL. 6} ACCESSORIES
<br /> � 2) BACKE�iI.L OVER�EXCAVAT£D AREAS W17H STRUCTURAL FILI.. D. CURING a) FRAMING AiVO SHEATHING NAlLS: ASTM �'1667. COMMON OR SiNKER TYPE FOR
<br /> � TESTlP1G AGREEMENT PROVIDED SY THE �.00AL BllILDING OFFfCIA�. FRAMING, COPdMON TYPE ONLY FOR SHEATHING, CASING OR BOX 7YPE FOR
<br /> � b) �IOTIFY CONTRACTOR PcRSQNN�L OF PRESENCE AT THE JOB S{TE. 3} STRl4C`CURAL F1LL: BACKFILL I�! LAl'ERS �(OT TO EXCEED 6 INCH�S COMPACTED DEPTH. 1) �ONCRE('E SHALL 8E CUREO 8Y USE OF A CURING COMPOEJND OR 8Y USE OF AN SiDING/SOFFETS. SIZE AS NQTED Oi� TNE DRAWINGS. .
<br /> L 4) COMPAC�ION SNALL MEET �R EXCEED TN� �OLLOWING REQUIREMEN7S AS SNOWN A� A APPROVED WEf CURING PR4CESS F02 A MINEMl1M 4F 7 DAYS AFT�R C�NCR�fE
<br /> c) OBSERV� AND CONFIRM TFIAT THE V�ORK ftE4UIRING SPECIAI: INSPECTION IS IN PLACEMENT I�i ACCORDANCE WITI-i AC! 308.1. CEJRING COMPOUNDS SNAL�L 8E APPLIED b) PN�UMATICALLY ORlVEN COMMON NAILS; ASTM F1667. S(�E AS N07E0 ON THE
<br /> CONFORMANCE WlTH 7H� APPROVED GO�iSTRUCTION QOCUMENI'S AND APPL.(CA$L� P�RCENTAGE MAXIMUM DRY DENSITI' AS DEfcRM(N�D BY ASTM 0698, STAi�DARD EFFORT,
<br /> V'IORKMANSHIP PROViS10NS 0� T}iE CODE. ASTM D15�7, MODI�'I�D �F�ORT: IN ACCORDANCE WITH �'H� MAPlk1FACi�JRER'S WRkTTEN fNSTRUCTIOf�S AND SPECIFICATIONS. DRAW{NGS.
<br /> d} IDENTIFY NON-CONFORMING WORK. ALI. QISCREPANCIES SHALL S� BRflUGHT TO THE a} FiLL UNDER BUILR(NGS: COMPACTED TO 95%: c} COMMON BOLTS: ASTM A307 GRADE A, HEX HEAD 1YP�.
<br /> IM�vSEDIATE A��NTiON OF THE CONTRACTOR FOR CORRECTION, THcN IF UNCORRECTEQ, 5) COMPACTION TESTING SHALL BE PER�OR�dED IN ACCORDANCE WfT'r� AS7M qi556 �SAND
<br /> � TO TNE OWMER AND ENGiNEER. CONE M�THOD) OR ASTM D6938 (NUCI.EAR ME�HOD}.
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