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GENERAL STRUCTURAL NOTES REFERENCE DOCUMENT v <br /> H,....A...,P•I.T.In.....WTI..e•e Da eYwl <br /> MATERIALS.WONKMMSMv,OE6gN.MO LONSTRLKTION SHALL CONFORM TOILE DRAWINGS. <br /> SPECIFICATIONS.FOOT INTERNAM..BUILDING COOS YY:'.V/(. 51 VOL.Yar IED Deland. <br /> OEM.LOADING CRITERIA; <br /> A OF �tr <br /> RO snow Low IPEI _ , <br /> • SIC WINO SPEED MS/ SS MPH IEIP.LIT KIT — -"— 6 <br /> 2 VOW,IMPORTANCE FACTOR IIa) 'AS ( __- - / J/Y 7( <br /> e. RETRIAL DESIGN CATEGORY 0 (1r F <br /> SOS 2.6 MINI CI ' 1 +,11$7v�., ETY <br /> x.RESPONSE MODIFICATION PACrORBI x.s <br /> 3.AMPLIFICATION FACTOR(CB) 10 r 1 0 IIIIPT1111 !1- 4/\IIKA ?�A SEISMIC IMPORTANCE'Ammo.) 123 II`� � `� `��' PACIFIC TEIECDY SERVICES, <br /> OVEMLLNOTES) �I I.1S1. II1�II I �EINAI.I•• L/C <br /> A. PLANS.SECTIONS,AND UE TABS ARE NOT TO DE SCALED FOR DETERUINATION OF QUANTITIES.LENGTHS OR FIT <br /> OF MATEBNS, <br /> 0. SORUCTUMI DRAWINGS SHALL BE USED IN CONJUNCTION W'ITR ARCMTECIURAL DRAWINGS FOR BIDDING AND L____J I �J <br /> CONSTRUCTION.CONTRACTOR SHALL VERIFY GNENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL ® Lv/® <br /> NOTIFY ARCHITECT UP ANY DECREPMCIES PRIOR TO CONSTRUCTION. <br /> I.. CORINAOTOR SHALL PROVIDE'TEMPORARY BRACING FOR ME STRUCTURES STRUCTURAL COMPONENTS UNTIL <br /> ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. (N)FRP SHROUD PER WIPE <br /> A. CONTRACTOR SNALIBF RF.SPONSINLF FOR ALI SAFETY PRECCWITSA56 TEORETHE URFL, <br /> C500LOSEOUENCES OR PROCEDURES REOUIHED 10 PERFORM Rt CONTRACTORS WORK.THE STRUCTURAL <br /> SPECIFIC OR AU CONOLNSUPERVISORY I EDOOMS ORF ACTUALARDSR DIRECTRFROM THEIACYONS THE OF <br /> ANY TRADE <br /> ECONIRCTOR.MES AT E TR,CT STRUCTURAL <br /> ENGINE FOR ANN'H DUTYT O INSPECTSFP R THE ACTIONS OF <br /> ANY OR REPORT <br /> DEOTTEHOTLAE AEYILRHMNOTH OWNER ECNTRACTORS OTHER <br /> CORRECT ORPERSONS MYHEALn1EC SAFETY DEfICIENCEs Of THE DINNER CONTRACTORS OR OlH1ERENTITIES .— <br /> CONTTC00PFNSON6D T.CHANGES <br /> SHAG <br /> SITE <br /> ENGINEERWILL FOR APPROVAL IS REQUIREMENT <br /> E UI FABRICATION 01T CONSTRUCTION.CHARGES SHOWN ON SHOP DRAWINGS <br /> ONLY WILL NOT SATISFY THIS ANTI TY TYPICAL <br /> I DRAWINGS INGN�AICTED BUTL <br /> O FSWLAOETAR OF OGNSCHARACTER <br /> ETOCSG OWFCWHE SIMILAR <br /> TS EtS E AT NOT <br /> SPECTRALLYNSHALL B BUT ARE OFTO <br /> REVIEW <br /> AND <br /> TODELTASSITHE A CHIUR ANDTHE <br /> STRuCT RAL N SPELL BE USED.ROOTLET TU REVIEW AHDMPROYALBY THE ARCHITECT AND THE <br /> P E STIR NAP ENGINEER. -- <br /> PHF URP DRAWNDS TRIED AND F THE COMPLETED STRUCTURE WITH ALLELfMENTSN T•EptiIMl <br /> S THEPOSITIONS,COC CTOR.IN THE <br /> UR F SUPPORTED FO BRACES. <br /> N TWINGMIFS CONSTRUCTION <br /> TIONYU RCHIEVETOUENCE CLPTED1STSHORING MDBMGNGM MAY BE REQUIRED i 1q St 1 U.DRATRAUCAREPAREU <br /> CAWING VISITS <br /> TO TUACME S THE FINAL COMPLETEDWEER TURF. UASA DAN IH <br /> DECRVAigN VEIl6 TO THE SITE DV THE STRUCTURAL ENGINEER SHALL NOT NCLUDC INSPECTION OF IH[ � I tRMED BY <br /> AxureB <br /> SRURIN(i AAq BRACNGfLEMENIS. i� III ENGINE PERFORMED SYRIL <br /> .TIT CTURAL STEEL: / �yp-I'11I�N EEmNGHW'T[D�.7,All <br /> C ITMAL EIEELSHALI BE DE MMLED.fAORICAAEO.MRI ERECTED...ACCORDANCE WITH THE AMC STEEL l IHIV! <br /> I L--p--.III — SEALED •- <br /> ONSTRUCTION MANUAL Ma EOM.AND'CODE OF STANDARD PRACTICE•.ERGS. '�IILt-1�IIC <br /> STRUCTURAL STEEL HAS BEEN DESIGN INCORPORATING THE LOAD RESISTANCE FACTOR DESIGN METRODILRF01. L� .J <br /> P I11 <br /> c STRUCTURAL STEEL SHALL CONFORM 10 THE FOLLOWING SPADES; ." \ I Ill <br /> •PUTE36ANGLE3 ASTMAS3 - "' ^-� <br /> • OBOL S AS1MM1 Gk B <br /> I WELDING <br /> ASINASDI LL•. <br /> ._ <br /> r. MI WELDING SHAH.of IN C,UNFOMAM'GEm1HAJs.C.MOAN',s.5TAROARDS MID SNAG BE PERFORATED Br <br /> - —..... <br /> --- 1 //�` <br /> W..0.CENIIFEO WELDERS USING EA%%ELECIRWES.SKY PRE WALEIEDwt1D41M DEFINEDBYA W3.1 r r-"' I ' <br /> SHALL BP USED.ALL COMPL ETE TINT PENETRATION GROOVE WFI OS SHALL BE MADE WITH A FIG PR W,TFRIAF I, J 1�8 <br /> THAI MS A MINOR.CVNTOIOIRf3S OF M F Tib6 Al-ID DEGREES F.AS CE"ERMINED BY AW6 CUSSIFICAndT ---� ¢m <br /> OR MANUFACTURER CERTIFICATION. Ce O' <br /> CORAOSgE MEMBEL > <br /> N C <br /> F EALLOO STEEL MEMBERS SMALL BE HOTTILL GIFTED OAIVMML CPERED PEN B Z ,< O g. <br /> S FASTENERS ANDHAROWARE STALL BE HOT DIPPER GALVANIZED PER MITI A13S OR A5TM BEGS CLASS A IMSO I - �'' --- I�JI 'j V <br /> COL iS SHALL NOT OE HOT DIPPED GALVANIZED) I'uIELif V - M <br /> ALL EIEIOC ARTS RE ACCORDYFCE WITH TM AMA CSJ <br /> J ATI FIELD CUT SURFACES SHALL BE REPNRED WITHIx1 COATS OF A65N,ZINC RIG"PAINT PER ASTM A'SB(ERE. 11..All <br /> DAMAGED 1 e. PREFERRED, <br /> SURFACES.WELOLO AREAS AND AUTIINBZED NON-GAL MEMBERS OR III OR NEWT SHALT.BE PAINTED WITH Ix1 COATS OF DK RI:H PAINT(MC PREFERRED). <br /> rzie <br /> MCONNECTIONS OE STRUCTURAL ETEFI AEMBFRS SNAIL BE MADE MUMNG SPECIFIED MOH STRENGTH ASIR —� •,✓■ <br /> �T BOLTS •I • O <br /> FASTENERS SHALL BE INSTALLED N PROPERLY ALIGNED HOI ES. F- <br /> ▪ ALL BOLTS AT EVERY CONNECTION SHALL BE INSTALLED SNUG FIT WOE THE SECTION IS FULLY COMPACTED C. <br /> I HEN IlCiikHEU FURTHER BY AMC•'TURN OF TNL NUT•.TIGHTENING SHALL PROGRESS <br /> SYSTEMATICALLY <br /> U SOLI LENGTHS W SO AND NCL WING FOUR WANE I ERR SHALL BE TENSIONED 1.3 UAW BEYOND SNUG FIT OM FRP SHROUD PER 1l84 <br /> BOLT LENGTHS ONES.DIAMETERS SHN I BF UT TURN RFYONO SMUG FII I <br /> a. ALL BOLTED CONNECTIONS SEMIWASHERS. <br /> USE LOG(WASHE . 1_ <br /> FIBER REIFRNSCEU POLTMAR M I F1471, <br /> 'MI <br /> P RP STRUCTURAL PROOUCT5(0VNMORM SHAPES"WORK SHALL BE IN ACCORO.WCE MTH THE <br /> SPECIFICATIONS UNLESS NOTED OTHERWISE.ATI'R AWNSHAVES SHALL GUN...IUASIR DAM 1.23150.FY.A KBI.UNLESS NOTED OTHERWISE. I ;✓F IN FIELD FABRICATION IS REFIRED.ALL CUT EDGES AND DRILLED HOLES TORE SEALED USING VNYL ESTER EWAINII, <br /> SEALING KIT SUPPLIED SY THE MANLEACTuREEL <br /> A. FPP BOLTS MFDNOS SHALI CONFORM tOM1M DSTl,eeS TSA UNLESS NOTED OTHERWISE.BOLTED I��,1 REVISIONS <br /> CONNECTIONS SHALL USE BEARING TYPE BOLTS AND SRALL RAVE A MINWRM OE ONE BOLT.LESS NOTED L r- --- r , W. RATE IRstR.IIPI W. <br /> OTHERWISE.FRP BELT ASSEMBLIES TO BE LOOKED USING VINYL SEALER NI%APPLIED TO FULL COVER I,.�l',I, f I N-IbTT PILAW". 4 <br /> THREADS TIGHTEN FRP NUTS HAND 11GR1 PLUS Y,TURN.ALL C%POSED THREAD TO BC SEALED <br /> X �Ir1rI <br /> I I 1 lL 1 + <br /> HOT FOR US COYUGIOH U <br /> I 4 IAeFtED Az corvslRun off srt <br /> IN)FOP SHROUD PER 11E-2 <br /> SHEET 111LE <br /> -- STRUCTURAL PLAN 6 NOTES <br /> ASHEETT NUMBER <br /> S_1 <br /> II\lit MR I'LV Iy <br /> TIE NWOBFAT ON MNTAMEO N ONE SET OF CONSTRUCTION DDCIIIENIS IS PROPRIETARY OP NATURE MAP ME OR DSICLOMME CRC LAIR TNT MEN RELATES TO GAPER SCOURER E STRICTLY PROMPTED. <br /> A6 <br />