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GENERAL NOTES: <br /> 1. 4 $_A PECIFIGrtONS S. 95T-IN-" CR{RUE 9. EMSQNE <br /> A. UNIFORM BUILDING CODE-1905 EDITION - A. COVCRFTE FOR FOOTINGS AM GRADE RFAMS SKILL DEVELOP A. CCNIi MSONRY UNITS SKILL BE MILLION CONCRETE UNITS- <br /> B. ACI-318-83 BUILDING CODE REOUIRELEN(S FOR REINFORCED Ic'=3000 psi MIN.Al 28 DAYS. (.'.7500 Ps.. <br /> CONCRETE B. CONCRETE FLOOR SLABS ON GRIME SKILL HAVE A MODULUS-OF B. MORTAR SMALL BE TYPE S. <br /> RUPTUREIrd25 ps.YIN AT 90 GAYS <br /> C. RISC MM)LL OF STEEL CONSTRICTION. ......... ....... _........ C. MASONRY GRAM SMALL DEVELOP MINIMUM COMPRESSIVE STRENGTH <br /> C ALI.U":)I, C...."i('�RII.OPe L:P fi,'¢fo Ls7 Psi M!M: i 1c'•3000 psi AT 28 DAYS <br /> AT AWS FOR WELDING. ......A:..7.4 DAY, e <br /> .............. ................. ......._ D. MASONRY TO BE CONSTRUCTED USING RUNNING BOM. <br /> E. STEEL DECK INSTITUTE STANDARDS. D. DESIGN YIX FOR THE COARiETE SKILL BE SUBMITTED TO THE <br /> EMI BEER FOR APPROVAL PRIOR TO CDNSTRUCIIOW E. ALL CELLS SKILL DE FULY GROUTED. <br /> F. STEEL JOIST INSTITUTE STANDARDS <br /> 2. T CI�,PAL STEEL E. FOR CEMENT AM SLUVS SFE AUSTIN SPECIFICATIONS. F. WITH <br /> PROVIDEIPRBARS IN HOM2ONTAL&AYS ATI BORKOE PRI NCI PAL IN CM WALLS <br /> G. HlCRI.ST 049T j VERTICAL RriwoRCEMEM SKILL M PROVIDED BY 1-16 OAR <br /> A. STRUCTURAL STEEL SHAPES AM PLATES SMALL BE ASTM A36 AT 32"0 C.CR AS INDICATED ON DRAWING.VERTICAL BARS <br /> EXCEPT AS NOTED.HIDE SHAPES SKILL BE ASTM ASOO GRD.S. A. CONCRETE FOR PRECAST MEMBERS SMALL DEVELOP TC•='WWW SHALL BF SPLICED(2'-0'MIN)WITH rODTING OWLS.HORIZONTAL <br /> psi YIN-AT 28 DAYS, BARS SMALL DE CONTINUOS THROUGH BOND BEAMS.U.0 W <br /> B ALL fABRICATIDV AM ERECTION SKILL COMPLY WITH AMSC C. PROVIDE VERTICAL CONTROLL JOINT AT 50'-0-YIXIMAI O.C. <br /> ACCORDANCE <br /> SPECIFICATIONS. B. CONCRETE SMALL BE DETAILED,FABRICATED AM RACED IN <br /> C. SHOP DRAWINGS OF ALL STRUCTURAL STEELWORK SKILL BE CE WAIN ACI-318-83 AND PCI SIAYNRD BUILDING 10. .LAY€RA-L <br /> SUBMI II FO 70 THE fNGIMCR FOR APPROVAL. A. CONTRACTOR SKILL VERIFY ALL DIMENSIONS IN FIELD <br /> C. DESIGN AX FOR THE CONCRETE SMALL DE SUTITTEO TO THE AM ANY OISCR(PANCY'FROM THE DRAWINGS SKILL BE DROUGHT TO <br /> D. ALL WELDING SDE AS SPECIFIED ON DRAWINGS AM SHALL ENGINEER FOR APPROVAL PRIOR TO COSIINICiH01. <br /> OF PE OMD By C CERTIFIED WELDERS IN ACCORDANCE WITCO THE ATTENTION OF IME ENGINEER. <br /> AWS AND RISC SC By SPECIFICATIONS CI FCTROIFS Shull BE E-70 D. FOR CEMENT CONTENT AND SlUPS SEE AUSTIN SPECIFICATIONS. <br /> SERIES B. OWING C SHORING AM BALLING OF ALL STRUCTURAL MEMBERS <br /> [ SMP ORIWI IO$(DIC ALL EERPRECASTFOR CONCRETE IFIOR 7 SKILL DE HALING CCNSI RUCTION SKILL BE PROVIDED. <br /> AIL$IRIICTUAL WELDING MOST BE BY EDVASHINCTCNWELDERS ASSODIA- SUNNI <br /> II(D 70 IM ENGINEER FOR APPROVAL PPIOR 10 fABRIGTiW <br /> MIM OF BUILDING OFFICIALS CERTIFIED WELDERS C. ANY PROPOSED FIELD CHANGES SKILLHAVE PRIOR APPROVAL FROM <br /> . <br /> E. ALL STEEL MEMBERS SINAL BE GIVEN ONE SHOP CRIT OF T, S.PIIL IM ENGINER. <br /> APPROVED PAINT A FOOT IFIGS TO BE FORDED ON AT ACCORDANCE <br /> WITH <br /> S IL NEW FILL, <br /> PRONGLA CAL TILL. IN ACCORGNCE WITCO SOILS REPORT, <br /> SURFACES TO DE EMBEDDED IN C'ONCRETf SHALL NOT BE OR(AI GLACIAL TILL. <br /> PAI MID <br /> B. FLOOR SLAB TO BE Ul AT LE M CLEAN,FREE-DUMMYING, <br /> F. ANDSURFACE E RFV AT102 FOR PAINTING SKILL CONSIST DE RUSE III INR BASE CWRSf AT LEAST SLAB41HICK.A VAPOR SEAL <br /> AM SCALE RfAYJ'VAL 8Y SKIP AS r DIIIRFD.L.SURf­ACFSGREASE, <br /> TO IMEDI III IT BENEATH 71I TUDOR STAR IS ALSO MCOAFHDEO, <br /> OT PAI MCO GN BC DRI',iPEC O DIRT,OIL.GREASE,OD <br /> O1MR IOMIGN YAIICR. C. SOIL BEARING- 3011 <br /> C. ANGOR BOTS SKILL BE A36 8. RV NFQRCINGL51EfL <br /> N. ALL SUITS SMALL BE 71,f'DIAM.A-325X U N INSTALLATION A. CONCRETE MIMORCEISM SMALL BE DETAILED.FABRICATED <br /> SKILL BE IN ACCORDANCE WITH AISC SPECIFICAI IONS AM PIACCD MN ACCORDANCE WITH ACI-318-83. <br /> 3 STEEL.d.PI.F B. REINFORCING STEEL SKILL BE DEFO D BILLET STEEL <br /> CONFORMING TO ASTM A-515,CRUDE 60. <br /> STEEL JOIST TO BE IMNUFACTURFD ACCORDING TO STANkRD SPFCI- C. MEI DED WIRE LISP SKILL CONFORM TO ASTM A-185. <br /> FICTIONS BY STEEL JOIST INSTITUTE <br /> 4. Y',TAL_ROOF¢fLPOR_XCK D. WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER <br /> OARS OR PIATCS,ANGLES,ETC.,15 PROHIBITED EXCEPT <br /> A METAL ROOF DECK SHALL BF FABRICATED AM ERECTED IN WHIM SPECIFICALLY APPROVED BY THE ENGINEER. <br /> ACCORDANCE WITH STEEL DICK INSTITUTE SIANARDS. E. REINFORCING STEEL SHILL RC ACCURATELY RACED AND <br /> 8 STEEL ROOF DF.CK SKILL BC IYPE ER20,IVY-DEEP ROOF ADEUATFLY SECURED IN POSITION LOCATION O RfIN- <br /> DFCK WITH A YIN.S.-0 230 IN.3/(I AND A IONIC fMENI STALL RE AS INDICATED OR THE ORAWINF.S. <br /> YIN I.-O 208 MN.VI7. TM tO(LONING PROTECTION FOR REIN MCEPENM SMALL BE <br /> PNOJIDFD.EXCEPT AS NOTED ON MANS. <br /> ATTAOWIMS TO STRIICTUML STEEL SMMIL BF.AS FOLLOWS: YIj--QQfER(INS,Z <br /> 1) TO SUPPORT STI.-6 WELDS PER 30"SM. <br /> 2) TO IODl SUPPORT STL.-H V-SIDE SEAM WELDS 0 24- GST AGAINST AND PERIWMMLY EXPOSED <br /> 3) SIDE SHAHS-BATOR PUNCH 0 24' TO EARTH ... <br /> 8. STEEL FLOOR DECK SHALL OF 20 GCE 2'DEPTH CCWPOSITF EXPOSED TO EARTH OR WFATMER <br /> FLOORDECK WI IH A MIN S.N 369 IN 3/FT AND A <br /> YIN I.b 430 IN 96 THROUGH Ill ..... ...... ........ ...2 <br /> ATTACHMENT PER MANUFACTURERS RFCOAINATIONS. E5 8AR5 AND SMAL LFR....................1-1/2 <br /> NOT EXPOSED TO WTATHFR OR IN CONTACT WITH <br /> 1M CRONE SLAIP'„FALLS ... .. ......3/4 <br /> PRELIMINARY <br /> n l TNF AUSTrN '81;'539, <br /> Sz�C EaR!PANY D/2��< <br /> "• •'•'•'•• •..w... .•rr .•. ........ <br /> OA "a" <br /> M.98002 ACCEFIAEIL114M- FVERI <br /> oK.oA..s•a..rM.•v..vw <br /> �{FEYERET T. YA.98201 'll I' GENERAL NOTESKERET. Y A.98031 FACILITIESDEPARTMENT ❑PORTLAMD.DR.92220 WAREHOUSE BLDG. 40.05THE BOEING COMPANY. , ❑RENT 0 N. Y A.98055A ISSUED F(u2 S1 RI. 8104 OALtl6 ❑SEATTLE. YA.9BH2A ," WASHINGTON <br /> j I <br /> 1 R' <br />