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<br /> DESIGN CRITERIA: STRUCTURAL STEEL NOTES: ABBREVIATED ROOF TOP SAFETY PROCEDURES SYMBOLS AND ABBREVIATIONS � ��
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<br /> �,�� _OAJS. " - ��.v�. _XPA\S��-0� BOL'S. AND 'HREADED ExPnNSiO!� _� :,.. C'.v„ V�a'Ti c�.. , �
<br /> \. _R< � 3�:� .,A T�E A..S.0 S�ECIFiCA��ON �OR THE DESIG�. �� !- .. 'C 3� PEK FEDERAL, S1ATE, LOCA�_, OSHA, Ai&T AN� 9_�( 9..O,.KI�� AiR � � ♦t� �'� R OJ'R � �
<br /> � '� ' ��� � _ RN RO�N
<br /> ���SG� DAiA FOR NARvSv�,L_E wa5-'.�.v;"^:�. ..,r. '�\ t�„ = , '�� 0� �TR ^iURA�_ SicEL FOR BUILDiNGS LA��Si ���`�0�. '\ . <_� �J_\S.V ' �FV"TtK RC R�.,�„7' �`'-. .. ��O
<br /> '. \ .A__ y �.� PCC�R�A'V„��� WiTH 2O03 �BC CHAPiCR 22. BY A OUAu���.LG �_C t_JNG D '�NSID .._ . �
<br /> �00� SNOK� �OA�� � , ;�':' ,�. ,.-- S.,L�.i�ii0V1 : \� ..�� 35�.. VATrD a -�_ CCNSO�iAN?. T!i' CONSULIAM SHA�L BE 2. R �;C�K B \� '-R ...R.J=7 Wi�H'�.V 25 CF AS' L'NPRC'EC?ED ROO� EDGE. THE ���� L�AR IK� WCH _ �-
<br /> .�5:' � \ ., �/ 4'�-"- � .,z\�_-.._, '��-- �: �0�� 0� A_ IV���C''�ON R".PORTS AND iEST RES'v'_T5. �\ „� � � �' yA-- �S'.�NAIE A TRAIN[D SA�ETY MON"OR TC 065ERVE ��1C CC� '�_'F INfC IN-O�NA710N S�r.- � Q �
<br /> ���s- �o�s���,����ti ��s�� �Ns��,1ov s�N 5,�� 3
<br /> � . t b=1 A ..AD . S 0. ��aE CONS?RUCTION WORKERS SPCC SP C��C� � �
<br /> .. . .. 3. .,`„� �� 5 �� S'-�4�_L CON�ORM TC 1�•C �"OLLOWiNG RECIUIRFMFNiS: C01 CCATINJ0�.;5 INi WTERICR _
<br /> ,y. �A _. 1CA k �`�. J A � C�NSTRUCTION WORKFRS 0� HAZARDS (i E, BACKING UP IBC INTERNn1lONAL SF SOuAR � L
<br /> < - �- M�NBcR �0�A9 a R „_ e � � 0� uNSAFE ACTIV�'IES. 19F SAF�TY MONIIOR MUS BE OK DB_ DOlIBLE BWLDING COD� SS �A�� � � O � f
<br /> � �V�- 4,,,, ,.'�� �,i'T�.a ViS�AL FND VERBAI. DISIAN„f Of� iHE CONSTRJCiION ^uA D'�.AMETER STL �� �. � �
<br /> �IAG D�AGONA� ._BS PO�NDS 5'�`�C �T'���'�-''. �,,, �
<br /> A. W���,�E -_4�G 5�.Fa��c �S1N� A997. GRADE Si W aKFa� Si^u �'� ]
<br /> CONCRETE NOTES: c-+ � �.F s a��, �v,_rs. auo Roos nsiM n:s�. �v ie Ksi !`. ;�A^ s�sF susa_�.
<br /> �. SPE A� -tA S A�AC P�„4'�_5 AS7M A572, ry 50 KS' ,,qJ� � ',VVOLV�AG WORRtRS TO �PPROACI-I WfIhIIN 6' OR IFSS Of AN )K.^. J4F,W�i'�G � �
<br /> . ,�L..�, ,�,�_ .�;.".^� � r. 3� n nCCO2��ANCC WIIH ^ . �� ,.�P.0 _� _ nnF M�CF MEIAL MCA_ �, (f
<br /> � ��� 4\. �SIM /�SS, !y iS K5� _ '-I:�J 1HR'i,:;:��� �
<br /> ��� ='� � S`R� .�'�A "�Bil" �SIM AS00, I� 46 KSi � %� �'�� F��" 4t�JIRES WORKERS `0 USC SAfLTY IW1�. . � .
<br /> " � Y � - �q�H MFR MANUFAC'�JR[ ti!�G iI�NE��J W f
<br /> AV��tiOR A ��S AtiTM A:S0/ r.�; ELEVA7ION MGR N:ANAGER � 1VP��p�� f
<br /> ) CO'vCBETE S�ALL BE MiXCD, PROPORIIONE�, CONV[vED AND fLACCD IN �C!�kE,.�0� 90_T= FlSIM A.57S 1WIS1-OFF-NPE �` � v � a;
<br /> 5. SA=E�" LI\E S^�A�_L 3� MIN'�.�IJM 1/2'� JIAMETFR NYLON, Wllll � N(iNINA! TENSILE E�EC �LEC"RIC�I MIN MINIMUM C� �
<br /> nCCORDANCE WiTH CHAPI�ER 19 OF iHE 7009 IBC WITH WASHINGTON cTRENG'� �� 540:; B5. E� EOOA� MISC MISCI:LLANEOJS JND JNLE55 V. . , : �;
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<br /> �M'-N�NENTS STRENG7�15 A7 28 DAYS AND N.IX CRITERIA SHALL BE � �
<br /> 1 CIP N vAti2� A E"' "A�R�^FlTIC� PLR �175�A175M 00 AIl Slffl F%POSED TO �" - � OIHERW S=
<br /> ,c �^II'7RS l;�'..i�c5 .^�"1�RW15� NO��D. � K1-i_ �., ,_�. �. __. - � FOUiP 'JJIPMFN' � _
<br /> �� - �� �- `"� EXi %-fERiOB NA NOT APPIiCABLE � ���;' � �
<br /> ?8 _;� STRENG7H5 W C RFlTIO MINiMUM CEMEM CON�ENT i 6. SAF=iv �iN�SrAL� BE AfTACHED 10 m SUBSTAMIAI MFMHI-R 01 1IIC SIRUC�UR"t. NlC NOT 6N CONTRAC� VER- VCRiiCAI -
<br /> � 6. A�_'�_ WE'�_D.� S�A BE '.�A� CONFORMnNCE WiiH AJSL. AN) AWF SIANDARDS ANU Sr!AL�_ FIN PNISH MS NOT 70 SCA_E VIF VCPoFv �� �.. , .
<br /> (('c) f'FR CURIC YARD a� PER RN � B" ANS'��AWS D'.1 CERiIFIPD WFIDFRS USWG k7D %X P�CC�RODES. 7 SA�"�"' 'N _'J;'I- SH�'�_L BE SET ALLOWING CONS'RUCIION WORKER 10 R[ACH EDGE �WOR ��OURCSCE�'
<br /> ,A'Y P .�a ��� � WE_DS (AS �EFWED Bv AWS) SI�I�LI L3L USCU. WCLDING OF GRADF OF ROGF 8�.,� �0�. B�YOK�D, �_R =',OOR OC ON CFMER �/ W '- _
<br /> :.53� P9 <.45 5 '�2 SACKS � qt� .R � ARS (iF REQUIRED) SF.ALL BF PCRfORMf_I) USWG LOW HYDROGCN =f �00T OD OUTS��D6 DIAMETER W�^ �� -_
<br /> ,.: 5 _]�NG �F GRADE 40 REW�ORCING B�RS II R��U�Rf D SHAL� BE V+� V'� ` ...•
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<br /> � � B. SA�E-" �E=S S.�AL� 9E WORN 3Y ALl f:ONST^n11C710N WORKERS.
<br /> ��i �a�- - GP �AUGE
<br /> i!!�`� `�����.�-: BE FSTN Ci54 PORTLAND CEMfNI 1Wf II U.N.O. ��� JO %X E�EC'RODCS. Wf��DING WIII�IN 4" OI (,pID HENUS 'N
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<br /> � ' ' - 1 � �- 5 NO" PERM��TTEi;. 51 I�. RI.INI ORCiNG N011 f OR MATCRIAL h�Cn _ ^,A.V A 1AV'.ZF
<br /> � �H Wc.'_CT,O� AND MAIN�ENANC: OF 1HL AL ��n0'.FC1Dti FO�J��NE\�
<br /> ... TrE GEn"_RAL CONTRAG OR SHALI SUPERVISF AND HE RESPONSIBIE � � .'�. Ev S W�LD:D BARS. J =� RA, ,iv Rl+Ci03 ��
<br /> T � A��. ""C R �� = SA�E� COMMITTEE REPRCSCMAiNF , NCI��1AC �
<br /> �OR T�E MEINO�S AND PROCEDl1RE5 0� CONCRETE PI.ACEMENT. - 1J 5_�� °RAIJING MEMBERS SHALL BL 01� -IIIC SIIAPC, SIZE, ANL' GACF .. � _. .,,� +t�.. 30AR�
<br /> . t.__ CpKCRE - Wii� SJR�ACES EXPOSED 10 WEAIHER SFiALL BE � � "°`� � � P'�_ANS. °ROVIDE MINIMl1M SECTION PROf'[RTIES INDICATED. A�L ��?- �� � ��tiS R„CTICN AREA FOR HAZFlRUS
<br /> .�R F.� �ANE7 W"� Ah AiR-ENTRAINING AGEN7 CONFORMING TO AS7N - ��� � -�- 'RAM�NG SHALL CON�ORM '0 THC A.I.5.5. "SPCCIFICA�ION FC� . fi� \S' CT10� C-�E �(..151
<br /> �260, C<9< C6�8, C985 AND C1017. CONCRE�C rxFOSCC TO � -=5��� 0 ;.0_�-FORMED S1EEL STROC�JRAi MEMBCRS." � = 1\ „�WORK�RS RE„ARDiNG SAFEP' CONCFh\� \
<br /> -�K=�ZNG A4�� 1HAWINC W`=.ILE MOi51 SHALL Bf �IH FN1Rl�Ik'll' V " \ r T T 71-i il � I - ''' v _ , , N N . DS '-1 '-
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<br /> �.CCO'�JAN^� W'� AC� 31$, SECiION 4.4.t, __ 1 " "�\_ SHALL U5� BEARING T��E ASTN� P32S BOLTS (3/�' DIA„ 4v" „ \ .. - ^.t SAFE'Y COMMIrIEE F03 �.'��.^,��kl,�"i^�'� - �- �=
<br /> � - --,_ p V�'v NJN 0� WD BOL S UNLE55 ND.J O iLRW SL. _� �„ _c� � ,,. ���SPE�TiON AND A1'Y ACTIDN AKE� � �- ��-��� �t-
<br /> _ e���v�oRcvc srE.�_ c��n_� cor��oRM ,o as�N� ne�s ,�Ncworc - �� � arv�Ew o� oN�'s owN wo�K nH�n e� nn�T-!�� - �=-, c;.x< __ V�ti(�i�l_1T1�:�
<br /> SJPP�EUT'1 5�), GRAD"c 60, ty 60,000 PS. EXCEP110�4 A��� EARS - �� ���_ C nnECT0�5 FOR STEEL GRATING MnY USE 5�8" DIA. ASM q307 � � _ - .� ��_SEN'ATiVE
<br /> S>_GFiCA_v 50 NC?ED 0� �HE DRAWINGS SHALL BE GRA�= 40, � � -.A t_� NOT�� OTHERWISE ` - ' � ���='��A
<br /> `y-�4�00 �SI, GRADE 60 REiNFORCiNG BARS '�N�iCA D OK� CRAW'�N�� - � ;;?< ��� p SR-=�' PRCTOCO� M1AiIOkAL ASSOCA"�0A OF �� - i94oi aolHAVEW_,SUI7E304
<br /> -� B� WE_�ED SHA_'_ CONFpRN �0 AS'M A706. RE� �R"\G �\ -S` '�' � 0�':'�RWiSE). �REPARAi'�0!J AN� PAINiING SHALL BE I� ACCOR�A\�c -' _ - ' - _ LYNNWOOD,WA 98036
<br /> ��Np'�_V'��,�', WI'H AS'N A6''�5(S'j MA" 2� W��DE^. 'J`�L I��U�A"_iIAL - - ��. .��CAi�i01 AND �iN ACCORDANCE WIT�'HE PAINI MANUFACTURERc V'P-_\ ?���` �'� �--- ---�' "�� - - " � -��`^- PHONE-(425)740-6392
<br /> �ROP�Ri� REPpR'S .�DiCATiN� CORFORMANCE WITI- WE_DI�G ` `-� '��`5-� RE�:.2.-n" � u - . ..,, �tiiSTAtiDAa�S S-IA�'_ BE REVI�WED Bv �OW=R FR:'�R=. -�- -x= �" Flil(:1a25)22a-�6�4
<br /> "�OC�DURt"S SPEC� .v I� A,W.S. D'4 ARE SU9M�-T=C. '�-
<br /> ���' WWW.CAMPASSOC.COM
<br /> __ ,.__._ � a� ,�< -��_�' h_Ess NCTEo o,NEewse ... -�_�- �_-;__ a_, �c c�,ee/�o�= "�= co�r�Fc-oec�sce�o�-�r�-��s � �_�:_ . v� �
<br /> ... 4 N�ORCwG 5'E:� 5!�A.� 9E DE?AiLE� (i�C�_„D.NG ����KS �k� ' _ _ ' G - �J' ' r_- �.,�/`_�
<br /> �+_nD5) '.N ACCORDANCc Wi'� AC1 375 /+ND 3'8- ��AP A_� �- . �� -A�� ���G A��� � ' „2-ACS N"'n 2 COF�5 �- 2° ^ . - �-�-� - �+°a'��A?i01.. Ati� CE�V-0�5
<br /> ���N"�NUOUS REINFORCEN�EN7 A LEA« 30 BAR ]IAM�=RS OR A --=�� �t\� _-�\-; � �.�� ROJE� -CJA_.\ � � °2 , � .. �aV FAL �RO ��.0\ . p/-;
<br /> „V V�N OF 2. 0... PROV�DE CORNER BARS A� A��� WALL AND =0�'�� -. � � 5�-. --- - - .� _�...V �S'�v. C4 cR��.P AA� =in�:I�
<br /> �-ERS�C1'�ONS. LAP CCRNE4 BARS F1' LEAS1 30 BAR DInMC'���=R= ^ ., . . �. -��
<br /> A v�.�N�M o� z-o• �AP Ao�Ac=�� MA s cr W,;�o�r, w�,E �A.�R�� = TOWER/POLE NOTES:
<br /> N��i��N� OF g" qT SIDES AND ENDS. -
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<br /> �. W='J=7 W'RE FABRIC SMALL CON��RM '^ � � ' � - - �-�- '.i-�.'-., 'A\ `_. ':;�� ..
<br /> ., ASTM A-185. _ � .- � .� ,'C�-: �-�-._�.;.
<br /> s��an�� R_iNFORCEMEu1 stin���_ sE P�a�N wiRE coNFORMiNc ro asTM� � ,� _� �,���vn�, ccnx cn���s rc iN� ���va;�oa o� � REVISIONS
<br /> .0'S. �RA�E 6D. `Y-50A�0 °SI. � �. _ �a.c . . . . .
<br /> \..�- . .�-�v1a5. AviEv\n COAx CAB_�5 ARC i0 BE SUPPOR7ED A��:� . - -^,♦.. �,.:
<br /> JX�ORC�kG PARTIAL'�� EMBEDDED IN CONCRE�E SHALL NOT BE FIELD - �^� � � -.� �_�'TERS SLITABLE TO THE MANUFACTl1RER'S REOIIIRrMC�-5.
<br /> 3�N� .,4LESS SPE�i:iCALLv 50 DE'AILED OR APPROVLD Bv THE .�_N;Y ���
<br /> CO�SJ�_-PV1. �c.; ;OR
<br /> 1 rn7
<br /> ( � °C RCVICW
<br /> __ "OnCRETE °ROTECTION (COVER) ,'0� R�_�N�04C'NC 5�_CL Sh1ALL BC AS '.SSUED FOR
<br /> ...'vWS.. �� �3/}��16 CD REVIFW EAi
<br /> SSUED �OR
<br /> 2AW��S AND NO7ES SHALL. TAKE PRECFfJLN[;F i^.��/OB/1fi FAT
<br /> ."VGS ANC OTHER ,1NFOR�tiE� ,4r1r�.NG� aA� M1O'_S . RNAL PERM1��
<br /> „4=ACE5, EARTH FACE 3" "� "'
<br /> �'S'�'NE� SURFACES EXPOSED (�6 BARS OR �ARGER) 7' - - -
<br /> ;� �nRT� o� weaTr+ER (rys ea�s oe sMau EH) i-i/z"
<br /> nas nu� wni_�s ;iNTER�oR racE> 3�4 SPECIAL INSPECTIONS: -
<br /> 1. ��„� iP� ,^,. S-�.F'�.. � :'.�`.'J_ �':.�'J112ti7 51'LCI�L INSI'I.C:IIONS I'I HI�()HMLD f�Y AN
<br /> '�';�=���\�=1T ���'�'��_�-��, A�'F'���V=� F3Y A:&1 �NIJ II�II IOCN JUHISI>ICfION, 0.0 �� -
<br /> �. �3A�'S SHALL BE SUPPOR�E.D ON CHAIRS OR DOBIF HI2ICKS R�`J.,'�.�_�'� 3" ��E ��09 i�� 5_:;?10� 1/�4 W�'il WA`.iIIINGI()N AMCNDMCNIS F(71: -�-i'�.
<br /> �C1�CW„��. .____ _-
<br /> 1 ANC�OR BOL�S TO CONFORM '�0 AS1M A,501 ���
<br /> ��v�� :���o_ �pE��A� �NS���,��N �tk ,��,<4 REGISTERED
<br /> S. v0�'��-S�+RW'd G40�� SHALL BE FURN6NED 6� AN APPI20VED � �. AK� COM1"R�1E TE57 SPECiUENS DJRING �IIE PLACING 01 SRJCIJRh
<br /> NA'v�„FA T�RER AND SHALL BE MIxED AND PLACED IN STRIC' 3E��0'�C��G /ND STRUC'DRAt CON,^,RE��E ExTERIOR ML ��lR'..OR ..,- .i� ARCHI ECT
<br /> PCCORDANC� Witi iHE MANUFACTURFR'S PUBLISHED RECOMM[NDA1i0N5. „�A��.,_ ARE NOi STRUC"URAL ELEMENIS-
<br /> GR�C S-4ENG'H S-+ALL BE AT LEA51 EOUAL TO rHE MA'ERINL ON
<br /> „�.Cr i1 IS PIqC-D (3,000 PSi MINIMUM). �� vE�i�Y REI�FORCING SIZE, PLACEMEN7, AND GR�DC.
<br /> �- =x�AN5iO4 ANCHORS 1D BF tiiLT� BRAND ADNESNE ANCHORc - 3. 3�_-S AN� ANC�ORS I��� CONCRE1c
<br /> - -, -.-�-�� - ., t:n^,-� � � � Wn�vl C �Y fNG Nr-� � ti0_�DOWN nNCHORS BOLTS: iNSPEC� SIZE, l FNG1H, HOOK ANIJ �, _ U L N I
<br /> �. .. . .. 4E�\�ORC�NG
<br /> u�-s�v� nnc�eRs iNspEcr Ho�E sizE, oEP1H, a�nn���v�-s�, r,�_.
<br /> T E OF ASHINGTON
<br /> \S-5�__A�,DN �ER MA��UFACTURES RECOMNENDATIONS. 11-IIf1R�2�1fi
<br /> _ „-�ti
<br /> ,S..A_�" wSPEC' AL� S1RUCIURAL FiELD AND S��iOF WE_DI�'�C
<br /> � �°ECA� ihS�EC'OR NEED NOT TO BE C�NTINUOUSL Rf.�� .
<br /> � 7�\'�. °�20V'�=� 'HE MAT�RIA.S. OUALIFICAiIC�'S 0' W��J��G �"2 __-_ �- � � ' ��
<br /> -�' W=_DERS ARE VERiFiED �R�.OR i0 'HE S'AR'�, OF WOR�(; PER�iODiC � _� �.. _
<br /> - � '�NS ARE NA�� OF WORK IN PROGRESS; AN.� A V'SUh�_ I�S�E���^ --- ,i��-`z
<br /> \
<br /> _ tk�_�5 'S MADE AFTER CCM�LE-10�� 0�2 PRIOR 10 SHIPN,EN1 OF 5-�:�= �
<br /> __�\�_
<br /> �. ' - - =C�A._ �\'So�C?',pNS FOR p1HER ITEMS NOTED ON DRAW��',�S 1G CO��'��N
<br /> .,,...��P'��= WT- �C�'�A�T �0�'JME�'TS
<br /> _ _ _ _-_ _ _-_ . . ..�':��..�. �� . . _.
<br /> _ _ 2
<br /> _ _� _ . - �; ; GENERAL NOTES
<br /> G-2.0
<br /> JOB No. SN35
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