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FINSH <br />A VERTICAL <br />I.SMREFTER TO GENERAL STRUCRAOrE0 OCAL MRS <br />B. UTERI LOADS'. ALLOW 33-1/32 NCRF/SE IN STRESSES FOR <br />WIND FORCES. LATERAL rMCES N THE STEEL STUD ARE <br />TRANSFERRED THROWN THE STUDS AND CONNECTIONS TO ME <br />SUPER -STRUCTURE AS DETAILED. <br />FIND BASIC WHO SPEED • 65 VM EFOSRE C <br />C. DEFLECTION CRITERIA FOR CLADDING, <br />STUCCO / BRICK /STONE RR M�/600 w <br />0_ DEFLECTION CRITERIA FOR PROM STRUCTURE: <br />LIVE LOAD DEFLECTION )r <br />STORY DP I' K ))• EASIK <br />1.1 SHOP pR. Af'sg <br />SUBWT SIM DRAWINGS TO ARCIMCT / D1 VEER FOR <br />SPECRICATOYS <br />I_ [OhTRyEOq DESKa R(cpONSHB m <br />CONNECTOR INTORMAXII SHOWN IS TOP TYPICAL CONNECTION <br />CONDITIONS OTHER CONNECTIONS // CONFIGURATIONS WHICH <br />VARY' FROM THE TYPICAL CONNECMN SHALL BE DESIGNED <br />BY THE CONTRACTOR IN ACCORDANCE WITH M S°CC AND AT <br />'SPCGTCATON FOR ME DESIGN O COO-IFORYED STEEL <br />TIMING MEMBER.' <br />20 COFCREIL - PER GENERAL STRUCTURAL NOTES <br />OO WINW, <br />A. ALL NLDNG SPELL BE IN ACO RIE WITH THE 'STRU;NRA <br />WELDING CM(.' AIM CIA AND YIRUCMAN WDCT CODE - <br />SEET SEER ARTS DI.] FOR SHEET s'EEL. <br />B. ALL WELGAO SPELL BE BY CERTIFIED WELDERS. USE E60 OR <br />ETD ELECTRODES. <br />40 LIGHT GAGE STEERS <br />J I CIA m Acc1IRAN E <br />FULL_TIMF OUARY CONTROL OVER ALL FABRICATION ARE ERECTION <br />ACTIVITY iHROIOM THE La OF AY "DEPENDENT TESTING AGENCY <br />AHD/OR A CLAIM REPRESENTATIVE Or M STEEL MANUFACTURER. <br />ME CONTRACTOR SHALL OBTAIN FALL CERTIFICATION FROM THE LIGHT <br />GAGE STEEL MAN FACNRBR OR SHALL SLIBWT TEPME TESTS AND <br />WLVAZAION TESTS 10 ME DAIMLER OF RECORD TO VERIFY THE <br />ADEOURCY Or THE LIGHT GALE W'ERALS <br />MATERIALS <br />A GAGE MATERIAL SWLL BE FORMED FROM GALVANQED ASTM A653. <br />GRADE SO STEEL FOR 12, IRS AND 16 GAGE MATE%LS WIH A <br />MINIMUM YIELD OF w MI AU ARM A655. GRADE Os FOR 16 <br />GAGE AN7 LIGHTER WITH A WSW VELD OF !! KSI. ALL <br />MEMBERS SHALL BE GALVANIZED PER ISM A655 TOM A MUM <br />Coo COATING <br />6. ALL MEMBERS SHALL BE PER THE STEEL STUD MJL'FARWERS <br />ASSOCIAMNS ((55MA) OR APPROVED EQUAL FRAMING MEMBERS <br />SHALL HAVE TILE MINIMUM ETTECTNE PHYSICAL AND STRIOTUML <br />PROPERTIES AS PUBLISHED W THE SSW PER Cw REPOT NUMBER <br />APES OR EOMMENT Ow APPROVED FRAMING MEMBERS AT ME <br />CONTRACTOR'S OPTION. <br />ACCESSORIES SHALL BE Of THE TYPE. SIZE. AND SPACING <br />SHOWN OR THE DRAWNGS O A uAAUV TB GAGE WTER'A <br />UNESS ODEpwa SPEGFLED. FASTEYA6 OF COMPO(NTS <br />SHALL BE BY WELDO.O OR SCREWNC OR BY OTHER MEANS OF <br />FASTENING AS INDICATED ON LIE CRAVINGS. WELLS SHALL BE <br />O SUFFK2EHT SIZE TO NSLRE THE FRENGM O THE <br />CONNECTIONMNMW M WELD BY I LENGI WIFE 1YNG <br />OrCOMPOIEE115 SHALL NOT BE PERMITTED Yl WEDS SHALL <br />BE TOUCHED UP WRH A ZINC-RCH PONT, <br />C <br />W <br />OTC 1CWA <br />PREFABRICATED MEISERIS SHALE BE AS SHOWN N ME DRANM AND Sro41 <br />BE ASSEMBLED SD.MPE WITH THE FASTENERS INDICATED N THE MO"S. <br />ALL TUNING MEMBERS SPELL BE CUr SCUMMY AND SHALL BE POSRMLY <br />HELD N PUCE LNrL PROPERLY FASTENED. <br />Aj__1.9LC1AY! <br />A STUD MOVING <br />I STUDS SHALL BE PER SPECCOATNN FRAMNG Of WALL CREAKS <br />DRAWINGS <br />INCLUDE HEADERS LAID SUPPORTING STUDS AS SHOWN ON THE <br />2. STV05 SHALL BE AS INDICATED N THE DRAwVGS WITH SHEATHING <br />RACED ON BOTH SOB OF ME SrLDS. CRC OR OTHER BUDGING <br />BRACING SHAH BE PROVIDED AT 46' ON CENTER PER THE DRAWNG <br />*AM 9074 SNIT FLANGES ARE NOT SHEATHED. RIM TO TYPICAL <br />DEALS. <br />J TEMPORARY BRACK Of WALL FNARrb (BY OTHERS) SHALL BE <br />PRDAM AS REG.HTED AND REMOVED Y ALTER THE TRAFFIC HAS <br />BEEN SECURED WYM PERMANENT SUPPORT. <br />U__ROWDER DRIVEN FASTENERS <br />A TIIKAL POW DRIVEN FASTENERS WHCH APE NSTALED " CONCRETE <br />OR STEEL SHALL BE AS MANUFACTURED 9f WLTI. MAC AND SELL BE <br />RIVALLED AN COFfMNWCE WM THE MANUFACTURERS WDELNES AND <br />PER Cw RUM WOOER 23M OR EQUAL <br />B. ALL FAS1EMJi SHALL BC Or THE TYPE AND SIZE REOPAED TO MAINTAIN THE ROGRfD P[VERMMINS FASTENERS NSIALLEO N CONCRETE <br />SPELL BE NSTALED WHEN THE SPECIFIED 25 DAY COMPRESSIVE <br />SRDIGNN or THE CONCRETE HAS BEEN OBTAINED. <br />C FASTENERS WHICH ARE USED IN PULLOUT CONDITIONS SIMLL BE LOAD <br />TESTED N TENSION TO (2) DIMES THE ALLOWABLE LOAD EVERY (50) <br />FASTEN9K, <br />om rcmN CONTROL A'YIS <br />ILL ANTS SHOWN ON TYPICAL DVAT.S. SECTIONS, AND ELEVATIONS SHALL <br />ACCOMMODATE AIMPUW PRIMARY STRUCTURAL FRAME UCVVJ PS <br />PROVIDE •EMT CLIPS' AS MALfACTUPED BY THE FSP HENRY (i5N) ON <br />EGA CAPABLE OF ACCMNUDATNC N' MCA. MD JE MIROWL <br />WW" IN EACH 11ECTIOW <br />70 NSCEUMR0.K <br />VEJ R ALL DUCkSDM AND CONDITIONS PRIOR TO PROMOTING PROVIDE <br />ERCDON SHACK AS NECESSARY MTL PERMANENT SUPPORT AND STIFFENERS <br />ARE WSTA DD REAR TO ARCHITECTURAL PLANS FOR WALL OPENING. <br />ARCHITECTURAL TREATMENT, AND DIMENSIONS NOT SHOWN RETER TO MECHANICAL <br />AND <br />s�0YpCis RCS NOT SIB O LOCATOR OF ALL OPENINGS FOR DUCTS, <br />PIPE6 G ORAL BYPO <br />SEE PRIECT SPECIFICATIONS FOR EXTERIOR WALL BOWD CONSTRUCTION <br />MI ArACHWNTS <br />AT LOCATION <br />COORDINATE <br />WITH A" <br />HEATHI / FINISH <br />Com CONDITION! <br />`Mw <br />`.FT AT iNEANKis / FISH PER ARCH <br />rrPcAL NALI C0411 N <br />NOTES <br />I. SEE ME AROF'ECTUW DRAWNGS FOR LDCAPON AND EXTENT OF ANT <br />IN FINISH MATERAS, TYPICAL. <br />TYPICAL STUD WALL JOINT n <br />SCALE OS <br />WNRO w <br />EYPfA1 WALL FRAMNC NOTES <br />1. SEE AP04TCT FOR ALL FALL EIEVA 60 ENSIMS NO ENSUES. <br />NOT ALL ELEVATIONS ARE SHOWN W7NN STRUCUkM PLANS, ONLY <br />TYPICAL CONDITIONS ARE DESIGNED. NDN-TYPCJL CONOFF M SHALL BE <br />CONSINUCEED N A WAY THAT IS SIMILAR TO ME TERM MODERNS <br />0 SHALL BE THE RESPONSOUTY OF THE CONTRACTOR TO DESIGN THE <br />ION-1MNA1 (CONDITIONS. <br />2, REVIEW TO THE -TYPICAL LIGHT GAGE STEEL DEIALS•. <br />O THE CONTRACTOR 9*1 COORDINATE OCTAL STUD FINING AND WALL <br />CONSTRUCTION WITH ME WORN Or ALL TRADES. <br />A. TYPKA WALL STUDS. JAMB SNITS. AND FASTENERS SNAIL BE AS SCHEDULED <br />AND AS SHOWN ON THE ARCHITECTURAL AND STRURIIRA PLANS <br />S.UNLESS CONNECTIONS OF THE CORNED SPELL BE DESIGNED By Y NOTED ON THE PLANS AND DETAILS. <br />THE CONTRACTOR. <br />6. TYPICAL TOP AND BOTTOM TRACK SHALL MATCH THE SIZE AND CAGE OF <br />ME WALL SNITS UNLESS NOTED OTHERWISE. THE TYPICAL TRACK SPELL BE <br />CONWCRD TO EACH SAID PLUNGE WITH 06 RN FLEWS (EXCEPT AT <br />VERTCA OEUCI)ON TRACK) <br />/. WALL OPfIWMGS 901L BE CONSTRUCTED PER THE TfWAL EXTERIOR WALL <br />OPENING OVALS. <br />6. TYPICAL STUDS SHALL BE SHEATHED AT ME EITE60R AND INTERIOR WITH <br />1p ° OR GS9 THE SAID �rRAN IG WITH 06THE <br />TYPE S DRYNNLLSCRCWS PERM MING SHALL BE CONNECTED <br />SPEOFCATIOM, <br />S TUNER STUDS ARE NOT SHEATHED AT MAN SRO FLANGES. PROVIDE <br />BRIDGING PER THE TW.1L STUD BRIDGING / BRACK' DETAILS. <br />TO TYPICAL STUD rRAMFIG TOLERANCES SHALL, BE NL'NTANKO PER <br />THE SPECIFICATIONS AND AS ALLOWED BY THE WORKMAYSHP RELATAG M <br />THE <br />OUOLERI ARE ACT ALLOWED f BY ME CONNECTIONS TO THE STRUCTURE WE RELATIC ORKINWARD ORWN9NP O THE <br />STRUCTURE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ME USCIN AND <br />CONSTRUCTION 01 ALTERNATE CONNECTOR DETAS. <br />II ALL POWDER DAMN FASTENERS SHALL BE INSTALLED PER THE <br />VMNRACTINER'S GIDWSES AND PER THE `TYPICAL NLR LOW <br />frASTEWEROCITY S SHALL BETOPACEDD ATTIHN ONCRETE M STUD TRACK PER THE 'TYPICAL <br />STUDS TO STUD TRACK* DETAL <br />am <br />I. SEE AREH WALL EEEVATIONS FOR REOURED NALL TYPE CONSTRUCTIO1. <br />PETER TO WALL SECTIONS AND DETALS FOR MEMBER SIZES AND <br />INFORVATION NOT SHOWN. <br />I THE WALL HEIGHT IS MEASURED AS THE DISTANCE BETWEEN LATERAL <br />SUPPORTS. <br />5. SEE TYPICAL WILL TRAINING DETAILS FOR WALL MMRS. HfM. AND <br />SILL FRANND DEALS. <br />J. NOTATION FOR STUDS: <br />DEP ism OR TRACK <br />BHA S 162 -AT <br />GAGE 1 A PENCE <br />"Dr. <br />F WIRER SIM CALLER DU ARE BASED ON RWA 0"" WHERE L' U WALE COVERINGS ARE ATTACHED TO <br />END FACE O EACH mo FOR LAM SA/O T O Sao DURING CONSTRUCTION AD FOR <br />SRRC APEATI016 (11pED WALL$. LNSEATHEp tAIS, EC WITS Wr BE ABED WITHOUT PROPERnnO[ BMOC RW DIDDLE NM[Es IINCf SWdT T TIE mo 50 IAOS CAN H APED <br />NPDLLY, A lGR SIDE O TIE NA LOOM CAPACITY O TIE $FOR CAN BE ACHIEVED THNLCI RE USE O <br />NO@BNTA IIFNDOND At A Y\W OTHERFM VDIFCA, SPANC O F-0 ON CD°C N A Sao WALL A'MbW <br />p�Kor PUK T40Z SHOT M�� USE L * , It O�CLDiRI M �ti FrFDYBE �Y THROUGH wr O nE <br />P /-STA�lp NDW <br />'—OC <br />1AH Am (/)TOTAL <br />2%2' AI SAME <br />;r,E AS STUD <br />-LIP CPC. Om -ROLLED <br />CHANNEL 0 A -U' GC VERT <br />SCREW ATTACHED BOGGING <br />CHAY'AEL WM ANGLE <br />TRACK FASTENER SPACING SCHEDULE <br />HALL NEIORI <br />Bra <br />TO &C META <br />HRD X-ZF2M <br />10 CO ACIKIE <br />NLR N-OM ((11 <br />IO CDNCRETE <br />12'-ON <br />7 0 16- a <br />2 0 12- OC <br />2 0 16' OC <br />BM <br />I. SEE ME 11 M HRTI LOIN VELOCITY FASTENERS TO CONCRETE OR STEEL DETAILS FOR FASTENER REOUREMENTS <br />TRACK FASTENER SPACING SCHEDULE f� <br />n _ 1.AN N.. E .., <br />CATAOC <br />BER NUM <br />FASTENER <br />TYPE <br />SANK <br />TYPE <br />SNNN <br />comm <br />MNNN <br />PENEBMTON <br />I LOHD <br />TYPE <br />CONCRETE STATION IFTJ <br />2000 <br />7GM <br />WOOp <br />6000 <br />I-Zr22PBI <br />TRACK NAA <br />suwN <br />a.! <br />I. <br />SMANAIN <br />TpN51pNX-ZF27 <br />ARRHAR) <br />DOME NEI➢ ppOH <br />0.106' <br />I'SHEM <br />TENSION <br />- <br />0(E) CONCRETE <br />ONEW CONCRETE <br />TWTES FOR ANCHORS 14 CQNGBCIF <br />I, MNIMA FASTENER SPICING' 4 NB{S <br />ON CENTER. MUM EDGE DISTANCE: D INCHES. <br />2. VALUES MAY NOT BE INCREASED FOR WIND <br />LOADS. <br />5. LISTED VALUES PER MR / NEW REPORT <br />NUYBEN 2766'. <br />4. L" VALUE APPLIES TO LOW VELOCITY <br />FASTENERS N 20 GAL SITU MY AND IS <br />CONTROUED BY ALLOWABLE BEARING STRSS. <br />MGM <br />GENERA. NOTE <br />1. ALL EXPI-OSVE FASTENER$ SHALL BE PLACED PER <br />ROUREMENIS OF THE l0.R / TOM NUMBER 25eR GR <br />APPROVED EGUA <br />2. UNLESS NOTED OTHERWISE. ALL NLD FASTENERS <br />TYPES SHALL BE AS FOLLOWS: <br />TO CONCRETE - POLO 0 TSB• DIAMETERX-2F22PN. <br />NOTE: DO NOT PACE EASTOVER CLOSER THAN 4' <br />ON CENTER. <br />], ER�W �S AS DISTANCE !ND SPAGNO 4. THE CONTRACTOR SMALL LOAD TEST EACH ANCHOR <br />CONOIIIDIE TO VERFY MINIMUM CAPABIUTES <br />NOCATED BELOW. <br />S. SEE TABLE BELOW FOR RAMPED SHEAR AND <br />P LAW VALUES. FOR OTHER CONCRETE <br />A5 EM0°G PINS PS CON SA) A CAPACITY' <br />TYPICAL HILTI LOW VELOCITY FASTENERS TO CONCRETE OR STEEL n <br />SCALE: TIES <br />2. FOR MEMBERS SHORN, IT IS ASSUMED THAT ONE FL44M ARE SUPPORTED By RKW WTUWAS TO RIM EUNICE <br />BUCHUNG DURING CONSTRUCTION. AND FOR SPECIFIC APPLICATIONS (fUNRED WALLS. CEILINGS. UNSHEATHED <br />WALLS, ETC) LOADS MAY BE APPLIED WOHOR PH" BRACING. BROCNC PROVIDES PENCE SUPPORT $0 THAT <br />LOADS CAN BE APPLIED WHERE THE PERSON FLANGE IS NO MIY BRACED BY RICO MATENNLS. BRACK <br />LOCATED AT THE SPACINGS SHOWN BELOW IWLL PRETAX STWiNESS TO THE TENSION FLANGE SO THAT FULL <br />TABULATED LOADS MAY BE SUPPORTED COMrKSSN FIANCES MUST BE BRACED LET A ACV LTERIAL OR W <br />BR'CCI OR BRACK. AS 94OWN AT 21' ON CENTER. <br />7 FLAN <br />ANGC. SAME FINISHED <br />STAN= PUNCHWT <br />AS STUD <br />N r-O' OCNO. COLD -Rpm <br />LLJ a i -D DO "" <br />IT OO, COI.Q-RDLLFD <br />CHANNEL 0 L-a' DC VERT <br />Ar f-oY a vu <br />NOTES. <br />I. COLD RULED CHANNEL MAY BE PLACED <br />GA CONI W/ I° <br />TUD ° <br />EITHERFLAYO UP OR MNLF DOWN. <br />UILD <br />i OC TO BD <br />WELD ATTACHED DR004G <br />WELD ATTACHED MT STRAP LAIDPA <br />CHANNEL WITH ANGLE <br />BRDGNG CHANNEL BUICK OPTION <br />TYPICAL STUD 3RIDGING / BRACING n <br />' VALE:: WS <br />ACCE➢TASUTY <br />TYPICAL COLD ROLLED NOTES 6 DETAILS <br />BUILDING 40-023 <br />MAGNUSSON <br />KLE .SMI nC <br />12 C5.D5 <br />