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6ENERAL STRUGTURAL 1�TE5
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<br /> 26. EXPArL510N BOLT5 INTO GONGRETE SHALL BE'KWIK BOLT TZ'EXPAN510N ANGHORS PS 32. GONGRETE MA60NR1'UNIT Y1ALL5 SHAI.L BE GONSTRUGT�OF MEDIIA�t NEI6HT IAl1T5 GONFORMINb TO THE GONTRAGTOR SHALL BE RE5PONSIBLE FOR ALL EREGTION AID5 AND JOINT PR�ARAT10N5 THAT
<br /> MAWFAGTURID 81'HILT1 GORP.INSTALLED IN STRIGT AGGORDANGE WITH IrG.G.REPORT N0.E5R-1917 ASTM CAO,LAID IN A RUNNIN6 BOPID.LIPEAR SHRINKA6E SHAI.1 NOT EXGEED O.ObSSG.MORTAR SHALL HE INGLUDE,BUT ARE NOT LIMITED TO,HtEGTION ANbLES,LIFT HOI.ES,AND OTIiER AID5,1^ELDIN6 PROGEDURES,
<br /> INGLUDIN6 STANDARD ENBEDF�NT REQUIRB�IBJT5 UA.N.PROP06ED SUB6TIMIONS SHALL BE SUBMITIED TYPE 5'IN AGGORDAI�E WITH ASTM G2'10.6RDUT SHALL GONFORM TO IBG REQIIIREMENTS Alm ATTAIN A REC�IIIRF�ROOT OPBIIN65,ROOT PAGE DIMEN510N5,6ROOVE AN6t.E5,BAGKIN6 BARS,GOPE�,SURFAGE
<br /> FOR REVIFJN WIT}f I.GL.OR IAPMO UE5 R�ORT5 INDIGATIN6 EQUNALENT OR 6REAT'�LAAD GAPAGITIES. MINIMIM GOMPR�5IVE 51RENGIH OF 2,000 P51 AT 28 DAYS,DE516N F4n=2,000 P51.FiA.L STRE55E.5 ARE ROU6FIN�i VALUE5 AND UNEQUAL PARTS.
<br /> SPEGIAL INSPEGTI�1 IS REt,1JIREfl FOR ALL EXPAN510N 90LT IN5TALLATION. REGllJIRED.STRENbTN SHALL BE V�IFIED BY THE UNIT STRB��fiTH METFbD IN AGGORDANGE WI'M TM5 602-13. �
<br /> 96. ARCaiITEGTURsi�Y E�OSED 5 �YTLRei 5T�S�iqL1.GpNFpRM TO SEGTION 10 OF T}�AISG GODE
<br /> 2"f. EXPANSION 90LT5 INTO 6RDUT FILLED GhA1 SHALL BE'KWIK BOLT 8'EW'ANSION ANGHORS AS �5 NpTEp OTHERWISE,PROVIDE TF�FOLLAWIN6 REINFORGEI�NT: OF STANDARD PRAGTIGE FOR STff1.BUILDIN65 AND�ID6E5. �
<br /> MAMIFAGTURED B1'HILTI GORP.INSTALLED IN STRIGT AGGORDANGE WITH I.G.G.REPORT N0.E5R-1385
<br /> INGLUDIN6 STANDARD Eh�EDh�NT REf„ll11RB�ENTS U.O.N.PROPOfiED SUBSTITUTIONS SHALL BE SUBMITTED l�IALL?HIGKNC-�'i V�TIGAL BARS HORIZONTAL BARS 3l. ALL A-325 CAM�GTI�I BOLTS SHALL 8E IN5TALLFD TO hE SNJfrT16HT GOI�ITION PER AISG � �
<br /> FOR REVIEW WITH I.GG.OR IAPMO UE5 R�ORT5 INDIGATiNb EQUIVALENT OR 6REATER LOAD GAPAGITICS. SPEGIFIGATION FOR ST�1GTUtAL JOIN75 USIN6 AS7M A325 OR A490 BOLTS IN STRIGT PLGORDANGE WITH
<br /> SPEGIAL IN5PEGTION IS R6G�JIR�FOR ALL EXPAN510N BOLT INSTALLATION. 8'Y`lALLS �5 0 8'O.G. �5 0 8'O.G. h�MAMIFAGTURERS PUBI.I� �REGOMTMiB�DAT10l5.ALL NJt5 SHALL GONFORM TO ASTM A56�.ALL
<br /> 12'N41LL5 (?J*6 0 8'O.G. (7��5 0 Ib'O.G. rW45HER5 SFIALL GO�OF�1 TO ASTM F486 OR ASTM FqSq T14'E 325.ALL 6pLT HOLES SHALL BE STANDARD ��
<br /> 28. THREADFI7 EXPAN510N IN5ERT5 INTO LONGRETE SHALL BE'HDI DROP-IN ANGHORS'A5 MAWFAGTURED 51�UN.E55 OTHERWISE NOTFD.
<br /> 81'HILTI,ING.115TALLF�IN 51RIGT AGGORDANGE Wlhl I.G.G.LE6AGY REPORT�-28q5,INGLUDIN6 IN ADDITION,PROVIDE(7��5 VERT.AT F.AG�SIDE OF OPENIN65,AT WALL GORNERS AND INTERSEGTIONS
<br /> 5TANDARD B�Ef7hOJ7 REQUIRHdENT5 UAN.PROP05Et�5UB5TITVTIONS SFIALL BE SUBMITT�FOR RENIEYV AND AT F�BJDS OF WALLS AND(?)�4 HORIZ.AT ELtVATF�PLOOR AND ROOF LEV�S,AT TOPS OF �• �.��IN6 SHALL BE IN GONFORMANGE NUTFf A.IS.G.AND AYr.S.STANDARp�'AND SW411 BE p ��
<br /> WITH I L.G.OR IAPMO UE5 R�ORTS INDIGATIN6 EGl11VALENT OR 6RFAT9i LAAp GAPAGITIES.THIS PRODUGT yrq�,�g qNp qgpy�,qp�p g�,OW ALL OPENIN65.ALL HORIZONTAL REINFORLEMENT SHALL BE PIAGED IN P�iF�RM1�D BY WABA.C�@tTIFIF�NELDERS U51N6 E70 XX 5�GlRODES.ONLY PREC,IUALIFIED NELDS(AS
<br /> 15 NOT RATED FOR U5E IN MA50NR1'UNITS.SPEGIAL @SPEGTION IS REQUIRED FOR ALL TFIREADEa �gEp,�S.�7�p�INFORGEMENT AROUND OPENIN65 2'-0'BEYOND F,4GE OF OPENIN6.IF 2'-0'IS DEFIIJED BY A1NS)SFIALL BE USED.Y�H.DIN6 OF 6RADE 60 REII�ORGIN6 BARS QF REQUIRmI SHALL BE
<br /> EXPANSION IN5�T5. UNAVAILABLE,EXTBrD AS FAR AS P0551BLE AND HOOK.PROVIDE LORNER BARS TO LAP HORIZONTAL P92FORMED U51N6 LOW HYDRO6EN ELEGTRODES.Y'ELDIN6 OF 6RADE 40 REI�ORGIN6 BARS(IF REGMJIREfl)
<br /> 29. DRIVE PINS.SHOT PIN5 AND OTHER POYmER-AGIUATED FASTENERS 5HALL BE IAW VELOGITY TYPE REINFORGIN6 AT GORNERS AND INT6t5EG110N5.UNLE55 NOTED OhIERW15E,LAP ALL REINFORGIN6 51gL IN SHAI.L BE PBiFO�U51N6 E IOXX ELEGTROD-G�'i.1'��IN6 WIT}HN 4'OF GOI�BENDS IN REINFORGIN6 .4i K' RJj_
<br /> FASTEI�R5 AS MAWFAG'I11RfD BY HILTI GORPORATION.WiEN GALLF�FOR IN THE DRAWIN65,PROYIDE TF� ��BAR DIAMETERS,2'-0'MINIhUM. VW ST�.15 NOT P�MITTID.SCf REIt�ORGINb NOTE FOR MATEWAL REQUIREMENTS OF NELDF�BARS. ,�a�d `�,
<br /> APPRlJPRIATE FA5T8�IER A5 NOTEp IN TNE TABLE BELOW FOR EAGH 61VEN APPLIGATI�1.INSTALL IN ,qLL�g15 q�TO BE 50LID 6ROUTED.ALL REINFORGEMENT SHALL BE IN PLAGE PRIOR TO 6ROIIrIN6 At� `�DRN"IIN65 SHALL� ALL W�DIN6 WITH AN5 A2.4 SYF�OLS.NBD�'SHONBJ ON DRAWIN65 ARE
<br /> STRIGT AGGORDANGE WITH I.G.G.REPORTS Np.E5R-2Z6q FOR'1}E Xa1 FASTBrERS AND E5R-2319 FOR TI$ e�{q�,�„gE�p AT TOP,BOTTOM AND 192 BAR DIAhETERS(MA)C�O.G.P@t AGI 590.1,6ROUi POURS SHALL MINIA'UM 51ZE5.INGREA5E Y'ELDS 51ZE TO P�NS MINIMl1M 51ZE5 BASED ON PLATE THIGKNE55.MINIh�1M i"ELDIN6 � ��
<br /> X-GP FA5T9�.MINIh�1 Et�EDMBJT IN GONGRETE SHALL BE I'U�iS Oh�iWISE NOTEp.MAINTAIN AT �E�p 5'-4'IN FEI6HT UNLE55 A TE'iT PAN�IS G01�TRllG1ED B'(THE MA50N ANp AppROVED BY'11� SFIALL BE 3/Ib-INGH.THE NELDS SFIpNBJ ARE FOR THE FINAL GOMJEGTION5.PIELD NH.D ARROWS ARE SHONW �
<br /> LFAST 3'TO PFN2E57 GONGRETE ED6E AND 4'GENT�TO GENTER SPAGIN6.PROPO'',�ED 5UB5TiMIONS ,tq�,�
<br /> SHALL BE SUBMITTED FOR REVIEW NUTH I.G.G.OR IAPMO UE5 REPORTS INDIGATIN6 EQUIVALENT OR bREATER STRUG'INlAL B�k51NC�R PROVIDE GLEANOUT HOLC-5 AT BOTTOM OF ALL G�LS GOKfAININb REINFORGEMENT NWERE A FIELD N�LD IS REQUIRID BY THE STi�1GTUFtAL DESI6N;THE GONIRAGTOR 15 RE5PON51BLE FOR
<br /> LAAD GAPAGITIE�i. �N-�-�T P�`�5'-4'IN HEI6HT.PROVIDE I I/2 IN.6RqJi KEYS BETY�EQ1 EAGH POUR DETLilMININ6 IP A Y�LD 5M10UID BE SHOP OR FIELD NBDF�IN ORDER 70 PAGILITATE T}�SIRUGTUFtAL
<br /> ST�1.DELIVERY AND�EGTION.
<br /> FASTEI�R ALI.OWABI.E SFIEAR ,qLLpWq81.E 7EN$ION '�. M's`50NRY�/9�R 5H'4L!'HAV�WI.1(9 6AU6E)WIRE JOINT REINFORGEN�NT SPAGED AT Ib'O.G. o
<br /> VERTIGALLY AND SHALL 8E ANGHORED TO BAGKIN6 WALLS PER IBG SEGTION 1405b WITH SH�T M�TAL �1. t�TAL FLOOR DEGKIN6-PRQYIDE SIZE,TYPE,6AWE,AND ATTAGiMBdT TO 7HE SUPPORTIN6 �
<br /> APPI.IGATi�I TYPE GAPAGITY(LB5) GAPAGITY(t.�'i) q��,WIRE qNGFIORg pR p,pJJ5TA8LE ANGFIORS.h�GHANIGALLY GOfJNEGT TNE P�NGHORS TO THE JOINT ST�GNRE A.r``-'f�MAI ON THE PLANS.ALTff�A'�E.`+►�1J5T 8E GONNEGTID AGC.ORDINb TO PUBLI5I�ED I.G.G. �, '
<br /> REINFORGEMENT WITH GLIP5 OR HOOIU THAT WILL @I6AbE OR ENGLOSE TNE WIRE.TF�WIRE SHALL BE OR IAPNIO IJES GRITERIA FOR DIAPHRAbM�SFIONN.PROVIDE�I�RIN6 NWBiE REQUIRED P82 c'o a a��i
<br /> 2x TREATED X-GP T1 P8 523 250 115 GONTII�10U5 YVITH BUTT SPLIGES BETY�N ANGHOR5 PBtA11TIF�. MAWFAGTIIRERS PUBLISFIED GRITHiIA.ALL DEGKIN6 SHALL GONFORM TO THE R6GiUIREMENfS OF T}$ST�L a'rn c�
<br /> LUh�ER TO CANGRETE w/1.33'EF�ED
<br /> (2000 PSI MIN� DEGK INSTINIE.
<br /> �TQ N N
<br /> s�r r�rni.Arrc►�swn�.�ee Ar�nsr 1ie�wi�,o.os'1HIGK,GOMPLY WITH AGI 530 REQUIREMBITS o���,
<br /> AND BE SPAGED AT 16"O.G.VERTIGALLY AND A MAX.OF 14'O.G.HORIZONTALLY. �• ��m 5'����TE CAM�G��I OF STRUGTURAL STT�LL TO GAST IN PLAGE GONGRETE ����
<br /> LT.6AU6E ST�-20 6A. X-U 2?P8 515 190 165 SHALL HE MANJFAGTURm FRGM MATERIAL GONFORMIN6 TO ASTM A108 AND 51iALL BE NB�ED IN `� a�N
<br /> (33 MIL5)MIN.-TO WIRE ANGHOR�SHALL BE AT LEAST WI.7 WIRE(9 6AU6F�,GOMPLY WITH AGI 530 REQUIREMEN75 AND BE �FORMANGE WITH AYi.S.REQUIREMENTS. �w'��
<br /> GONGRETE(2000 P51 MIN� SPAGED AT 16'O.G.VER7IGALLY AND A MAX.OF 24'O.G.HORIZONTALLY. 41. PEFORh1ED BAR AN�.FIORS lDBlJ SIi,4LL BE TYPE D2L,4NGHpRS BY NEL50�J STUD Y�H.DIN6 DIVI510N,
<br /> 2x LUh�EiL TO STRUGTURAL X-U 52 MX PLUS 250 f"IS AD,USTABLE ANGHOR�SHALL GOMPLY WITH AGI 530 REQUIRL��TS AND BE SPAGED AT Ib'OL. 'rRW A55B�BLIES AND FASTH�IERS 6ROUP(OR EQUIVALENTI.ANGHORS SHALL BE MADE FRpM GpI.D �,.,,
<br /> 51ffi.($/Ib'MIN., R-73 M1A511E125 VERTIGALLY AND AT 18'O.G.HORIZONTALLY.PINTLE ANGHORS 5HALL HAVE AT LEAST TYVO PINTLE LE65 OF �m��5'f�l.GONFORMIN6 TO ASTM A1064. "��
<br /> '���`�) MC2B(6 6AU6F�WIRE.
<br /> THE MAXIh�i HEI6kT OF GONTIM101Y BRIGK VBJ�R FR�1 A GONGRETE FOUNDATION SHALL BE 30 F�T. 42. GOID-FORMEO 5T��RAMIN6 NOTES-THE FOLLOWIN6 APPLY UW.E55 0'fHERYVISE SHONM ON T}�
<br /> LT.6AU6E 51'�-ALL 6A. X-U Iq P8 TH 350 3'�5 PROVIDE VERTIGAL E�AN510N JOINTS IN GONTIN10U5 VENC-�e 25'OL.MAx.7YPIGAL UAN.LINTEL ��" �
<br /> -TO STRUGT.5TE8.(3/4' AN6LE5 OV62 OPENIN65 6'-0'WIDE OR LE55 SHALL BE L3 I/2'X 3 I/Z'X I/4'HOT DIP 6ALVANIIID,UNA. �` � _� > .
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<br /> AND 6REA7T8� AND SHALL BEAR ON A MINIMIM OF 4'OF MAi50NRY EAGH END. A. CALD FORMED ST�FRAMIN6 MEh�ERS SHALL BE OF THE SFIAPE,SIZE,AND 6AI,1�aE SHOYW ON 1}� «n� . ,=
<br /> PLANS.ALL FRAMIN6 M�5 5HALL GOMPLY WITH I.G.G.REPORT N0.C5R�064P.NOTATIONS ON THE
<br /> ��AT� X-GP'12 P8 529 105 100 DRhWIN65,RFLATIN6 TO MEh�E�i iYPES AND 51ffi OR MISG�LAhE9U5 FRAMIN6�Tp45,REf�TO
<br /> LUM�tR TO � GATALO6 HX�ERS OF MEhBERS M,4NIFAGTURF�BY T}iE ST�L STUD MANJFAGTURERS AS�.AGIATION(55MAI. ���`;
<br /> 6RdJTf9 GhIJ PRODUGIS BY OTNER MANIFAG1U2Eii5 MAY BE SUB6TINIID FOR fiiAMlNb SHONPI,PROVIDED THEY ARE
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<br /> 34. STRUGTURAL STtfL DE�i16N.FABRIGATION AND ERE�LTION SHALL BE BA5ED ON THE LATEST F�IT10N5 EQIIVALENT IN SHAPE,SIZE,STI�FNE55,AND STREN6hl.ALTERNA'f�FRAMIN6 5F{ALL 8E�EGT TO REVIBN
<br /> LT.6AWE 5'I'�-20 6A. X�l 92 P8 515 220 225 OF THE A.IS.G.SPEGIFIGATIONS AND GODES: BY THE ARGHITSGT AND STRUGM2AL EN61N�R PRIOR TO FABRIGA11�1.ALL GO�FORMEp ST�.
<br /> ('33 MILS)M�N.-TO FRAMIN6 SFW.L GONFORM TO T}g A.IS.I.'SPEGIFIGATION FOR THE DE516N OF GOLD FORhFD ST�.
<br /> 6ROU'I'E'D Gh11 A. AISG-51ffi.G�57RUG710N MANIAL,14h1 EDITION STRUGTURAL MEF189t5.'
<br /> B. GODE OF STANDARD PRAGTIGE FOR STf�L BUIIDIW55 AND 8R�D6E5.
<br /> G. 5PEtIFIGATION FOR STRllGTURAL JOINTS USINb ASTM A3?5 OR A490 BOLTS. B• ��'
<br /> 30. �OXY-6RDUIFD IT8d5(THREADm RODS OR REINFORLIN6 BAW INTO GONGRETE SIiALL 8E METAL FRAMIN6 SHALL HE 6ALVANIZEV UNLE55 OTHERWISE NOTFy,CANfORMIN6 A5 FOLLONS:
<br /> INSTALL�U51N6'HIT-M'200'AS MAAUFAGTURF�81'HILTt GORP.IN5TALL IN STRIGT AGGORDANGE WITH 35, STRllG1UiAL STgL SHALL GONF`pRM TO T}f FOLLOWIN6 REG�IIREMB�IT5:
<br /> I.GG.REPORT ND.E5R3181,INGLId71N6 STANDARD Eh�EDMEMT REGUJIREMENT5,UA.N.PROPOSED ASTM A653 55 6RADE 50,GL.A�f 1 OR 3 Fy=50 K51 118,9"1,68,A�54 MIL
<br /> 5Ua5T1TUTl�l5 SHALL BE 5UBM1'fTED FOR REVIEW WITH I.G.G.OR IAPMO UES REPORTS INDIGATIN6 �YpE pF MEh�ER A57M SPEGIFIGATION Fy �`TM A�`.u`6RADE 33 Fy=�K51 48 AND�MIL �
<br /> EQUIVA4ENT OR bREATH2 LOAD GAPAGITIES.SPEGIAL IF�PEGTION OF INSTAl1ATION 15 REGiUIRE�.RODS WF�E NOT�,PAINTED 5TUD5 SHALL GOr�ORM T0:
<br /> `-'���'�`����I���. A. WIDE fl.AN6E(W AND WT)SHAPFS A992 50 K51 ASTM AIOII 55 6RADE 50 Fy=50 KSI 118,97,68,AND 54 MIL
<br /> 31. Q'OXY-6ROUTED ITB45(TNRE4DED RDpS OR REINFORGINb BARI INTO 6Rdl�FILLED GhU SHALL 8E �: ��.n°�5Hp'�`' �o�,as7z ���iN� c. �oF can-r-o��r�ra,�r�r,Mir�,s sHnu.coNr�w�+ro arvs ai.�a+v sHw.ee Q U A N T U M
<br /> INSTALLF�USIN6'HIT HY'10'A5 MAM�AG'NRED BY FNLTI GORP.INSTALL IN STRIGT AGGORDANGE YVITH P62FORMm BY NE1D�5 Gll1ALIFIED TO PRDDUGE TF�SPEGIFIED GLA55E5 OF Y�t.D.
<br /> I.GL.REPORT N0.E�R-2682,IWGLUDIN6 57ANDARD�DMENT RE{iUIREMENTS,UA.N.PROP05ED D. PIPE SEGTI01� A58(TYPE E OR 5,6RADE B) 35 K51 C 0 N S U L i 1 M i E M G I N E F Il f
<br /> E. 51RUG1UFtAL TI�IN6(5GUJARE OR REGTAN6IA.AW A500(6RADE B) 46 K51
<br /> 5UB5TiNfI0r5 SHALL BE 5UBMITTED FOR REVIFJN NUTH I.G.G.OR IAPMD I�REPORTS INDIGATIN6 D. lNAL.FRAMIN6:ALL 5TUD WALLS�AND NOT Oh�RYV15E NOTED SHALL BE 400r'162-48 e Ib'
<br /> 6G�lIVALENT OR 6REATER tAAD GAPAGITIES.5PEGIAI.11�5PE�GTION OF INSTALLATION IS REQUIRED.RODS F• ��-T5��IN MA50NRY OR GONGRETEJ FI554(6RADE 96)OR 9h K51 O.G.AT INTHeIOR WALLS AND 6005162-43 AT Ib'OL.AT EX�IOR WALLS.TWo SND5 MINIhUM 5HALL BE 1511 THIRD AVENUE
<br /> 5HALL BE ASTM A36 UNLESS OTHERYVISE NOTFD. F1554(bRADE 55,SUPP.5V 55 K51 PROVIDED AT T1�BJD OF ALL YlALLS AND AT EAGH SIDE OF ALL OPBdIN65.1YV0 800�'�I62�4 HEADERS suih323
<br /> 6. GOrB�EGTIOM BOLT5 A32rrN q2 K51 SFnrn.e,wn ee1o1
<br /> f'?/8'ROUND,UNLE55 SFIONN OTHEftW15E1 SFW.L BE PRDVIDED�/Bt ALL oPETlI1J65 IA�MF55 ohERW15E NOTID. ra zos.s5�.3soo
<br /> H. f�AD�5HEAR 5TUD5 A108 4q K51 Fn�c zor'.�'�'�5°1
<br /> I. THREADED RODS A36 36 K51 ALL STIA NIAI.LS SHALL HAVE THEIR HOTTOM TRAGKS ATTK.HED TO F�tAMIN6 BELOW WITH�8 SGREWS AT www.querdumce.c«n
<br /> Ib'OL.OR ATTAGHED TO GONGRETE WITH 5/d2'DIAMET82 DRIVE-PINS e Ib'O.G.UW�INDIGATED
<br /> J. 5TAINL255 STCfi AI51 316L °r0 K51 pTH�RYV�SE,INDIVIDUAL MEN�EitS OF BUILT UP POSTS SHALL 9E N�LDED OR 5GR5^ED TO EAGH OT}�R IN
<br /> AGGORDANGE WITH T}�DETAILS.REFER TD THE PLANS AND SHEAR WALL SGF�ULE FOR REQUIRED °
<br /> 5UB6T1'NTION OF MEhIDER 51ZE5 OR STEEL 6RADE 5HALL NOT BE ALLOY�D WITHOUT PRIOR APPROVAL OF SHEATHIN6 AND 51RAP BRAGIN6.W�EN NOT OTH6tYV15E NOTED,PROVIDE 6Yfx.�1M WALLBOARt7 ON INT�IOR �'Q
<br /> THE EN61N�R.STEQ.BEAMS ARE EQUALLY 5PAGm BETN[EN DIMENSIONED POINTS.ALL ST�.ANGHORS SURFAGES AND 6YP5UM SHEATHIN6�!EXTERIOR 51A2�AGE5 SGREWED TO ALL 5'NDS,TOP AND BOTfOM � -
<br /> AND TIES AND OTHER h�RS Eh1BF�DED IN GONGRETE OR MASONRY SHALL BE LE�T UNPAINTED.ALL = ~' -
<br /> 1RAGK5,AND BLAGKIN6 WITH SGRB•5 AT 12'OG.ALL SGRF�"15 SHALL HE'6RABBBt'TYPE FASTIIJ�S m (/� - �
<br /> STgL TO BE FIREPROOFED 5HAI1.BE LEFT I)NpAINTED.ALL OT1�ER ST�L.SHAIJ,.HAVE 01�GOAT OF GOMpLYIN6 WITti I.G.G.REPORT N0.�5R-1711.ALL 5PEGIFIED PN9IMATIG FA5TENERS SHALL BE ETdF, E � Z N w
<br /> APPRWm�IK PAIMf. GOMPLYINb WITH I.G.G.REPORT N0.�R-1777. o = O � o
<br /> 5Tf�1GTURAL ST�L AND GONNEGTIONS EXP05ED TO NEATHBi OR EARTH SFIALL EE HOT-DIPPED TRAC,K SEGTIqyS SHq��gE�qNp Hp,VE AT LEAST I-I/2'R_AN6E5 ANp MATGFf STUD THIGKNE55. � w j u�i o �
<br /> 6ALVANI�D AFfEit FABRIGATION IN COMPLIANGE Wlhl ASTM AI29.6ALVANIZE BOLTS AND 51MILAR
<br /> € TMtEADED FASTETlBtS EXP05EV TO NEATHER OR EARTH IN AGGORDANGE WITH ASTM AI53.ALL FIELD WALLS NFIIGH HAVE SHEATHIN6 C+O�TfD ON ONE SIDE ONLY SHALL HAVE UNSHEAhI�FlAN6E5 L � � w� v
<br /> e 1"ELDS EJ�OfrFD TO NEATHER OR EART}f SHALL BE GOATED WITH BRU51i APPLIED ZING RIGH PAINT �qT�A��Y 5UPPORTED IN AGGORDANGE WITFf THE DETAILS. � � �- �� �
<br /> R GOMPLYIN6 WITH A5TM A'180 lZRG.OR EpJIVALBdTJ. °i Cn � �3 c~n
<br /> ,
<br /> � A MINIMJM OF TWO BOLT5 ARE REQUIRED FOR W.GONNE�TION5.ALTERNAIE GONNEGTIONS TO T}IDE�E � � p �� �
<br /> � SHOY'PI ON T}1E5E DRAWIN65 WILL REQUIRE PRIOR APPRaJAL�hE BJ61N�R 3 � Q �'� w
<br /> $ ALL MB�6�5 ARE TO BE B�EGTED W�hf THE NATi1FtAL MILL GAh�OR INDUGED GAhBI-R UP,UNLE55 a Z Q �w = cw7
<br /> °� OTHERWI5E NOTED ON THE DRAWINi55.BEAM GAhiB[R ON Tlf DRANIIN65 15 THE UPWARD GAMBER REpJIRID fr
<br /> g IN Tt$BEAM A5 DELIVBZEfl TO THE.1085�TE.GONTRAC,TOR TO GOr51DER GAhEEft W55,IF AN1',DUE TO Drawing:
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