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� L?E`S/taN C�i'll`EI�I�: ST141.1�TUF�'AL ST�EL NOT�S; A�BI�REIIIATED ,FtQOF Tt�P SAFETY PRC?CE'DCIRES SYMB�LS A111D ABL�R'�EVIATI+�NS: `"
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<br /> 1. TNE STRUCTURAL DESIGN UF THIS PRC.}JECT IS !N AGC{aRDANCE WITH THE 1. SHOP DRAWINGS FC7R STRUCTURAl.STEE�SHAL� BE SUBMITT�D TO TH� �INH�N APPLI��tBLE}: A1C ACR CQNt�1Ti(7NING H{.�RZ HCJRIZC}NTAL SHT SNE�T (� �
<br /> 1NTERNATI�}t�AL BUI�.DING CC7DE 2009 WITH WAShE1t�GTON STATE BUIL(�ING CODE CC)t�SULTAN7 FQFt REVIEW PR{OR T(J FABRiCATIUN. AGL ABQVE FINiSH GRADE HR HC?UR SlM SIMIIAR � y
<br /> AMENDNIENTS{2009 IBC} {AS PEF2"ACCIDE�IT PREVENT1t3N PRC}GRAM"-BY PERMISSION (7F WREN APPR4X APPRUXIMATELY NT HEIGHT SPEC SPECIFICATIC}N
<br /> � �
<br /> 2. S7RUCTURAL BTEEL DE�IGN, F�BRICATf�N AND ERECTI(�t�{INCLUDING FiE�D CONSTRUCT1t�N, INC. -03/01199) HVAC HEA I'1 N G S F S Q�A R E F(�C}T (U �
<br /> 2. t�ES1GN �OAD�: WELDING, H1GN STR�NGTH FEE�.D BOLTlNG, EXPAN�It�N BC}L7S,AND THREADED BLDG BUILDING VENTILATlON SS STAINL��S STEE� � �,
<br /> � EXPANSIC�N ANCHQRS}SHALL BE BASED t�N TH�A.I.S.C. "SPECIFICATlUN FC}R THE FALL PR{7TECTION METHUDS AND EQUIPMENT BLK B�C?CK1NG AIR GONDITIQNING STL STEEL �� v
<br /> QESlGN DA7A FOR EVERETT, WASNINGTON FABRIGATI4N AND ERECTI�N OF STRUCTURAL�TEEL F{}R BUI�DINGS" RtJ{)F TC}P INSTA�LATIC)N� STRUCT STRUCTURAL �� fl
<br /> t�ESIGN, ,
<br /> �LG CEIl,ING ID fN51QE DIAMETER STD STUD ��"" Y
<br /> LATEST EgITiOt�. SUPERVISlC7N SHALL BE IN�1CGORDANCE WITN 2009 IBC CHAPTER �:' :
<br /> -RUt�F SN{�W LC}AD N/A{NC}T A R{�QFT�P SOLUTIUN� 22, BY A QUAk.IF1ED TESTING AGENCY DESIGNATEd BY THE CQNSUl.TANT, THE CLR GLEAFt IN INCH SUSP SUSPENdED � �
<br /> 1. F4R WORK 1S BEING PERF�?RMED WITNIN 26'UF AN UNPRC}TECTED RC7QF ED�E, -�-4 �
<br /> CC}RISULTAIVIT SHA�L BE FURNISHE�WITH A CC7PY OF A�I� INSPE+CTIt)N REP{3RTS TH�Ct3NSTF2UGTlt�N �UPERVISC>R SHAL�DESIGNATE A TRAINED SAF�IY G(JNC Ct?NCRETE iNFO 1NFOF2MATit}N
<br /> -BASlC WIRIQ SPEED 85 MPN MCYNITOR TC}t'�BSERVE THE MOVEMENTS ANQ ACTNITIES C7F TH� Ct}NSTRUCTIC}N CQNS7 CC}NS7RUGTIt�N INSUL 1NSULATI{�N THRU 7HRflUGH `-`a �
<br /> AND TEST RESU�TS. „;
<br /> WORK�RS. C�NT CC?NTINUQUS iNT 1NTERIOR 7NNG 7'INNEd
<br /> -WiND EXP(�SURE C IBC INTERhiATlt�NAL TYP TYPICAL --.��► �
<br /> 3. STRUGTURA�L STEEL SHALL Ct?NFURM TO TNE FC3LLQWING REQUIREMENTS:
<br /> 2. SAF�7Y MONITC?R SHA�L WARN CONSTRUCTION Wt�RKERS OF HAZARDS (LE., DB� DOUBLE BUII.DING CUDE r `�'
<br /> -SEISMlC Z4NE D BACKlNG UP TUWARD A R4C?F EQGE, ETC.}t7R UNSAFE ACTItl17'IES. THE SAFElY �(A DIAM�TER UNC7 UN�ESS Nt�TED A�;�
<br /> TYPE t�F ME:MBER
<br /> M4N17�R MUST BE ON THE SAME RC}OF AND WITHIN UISt1AL A�JD VERBAL DIAG [31AGONA� �BS POUNDS t}THERWISE
<br /> �ON�14L7E 111t�7"ES: A. PLATES, :SH�P�S, ANGL�S,AND f2t}DS DISTANGE fJF THE Gt7NSTRUCTI{3N WC7RKERS. DN DQWN MAX MAXIMIJM
<br /> B. SPECIAL.:SHAPES AND�'LATES D�T f�ETAiL MECN MECHANICAL VERT VERTIGAI�
<br /> 1. ALL CC3NCRETE CC}NSTRUCT1flN SHA�L BE !N ACCi�FtDANCE WITH ACI-31$ C, p1PE Ct�L,UMNS 3. CC3NSTRUCTIC}N fhtV{�LVING W(�RKERS TC}Ai'PRQACH WlTHIN 6'4R L�SS OF AN DWG �RAW�NG MTL METAL VlF VERIFY 1N FIELD
<br /> D, �TRIlCTU1RAL TUBlNG UNPROTECTED R{�OF EDGE, R�QUIRES Wf7RKERS TO USE�AFETY LINE. MFR MANUFAGTURE
<br /> 2. CONCRE7E SMAI.L BE MI?CE�, PRC�P�RTI�NED CONVEYELI AND PLACED IN E. ANCHC�R iBi3�T� EA EACH MGR MANAGER W1 WITH
<br /> AGGORDANCE WITN �NAPTER 99 QF THE 2009 18C. STRENGTHS AT 28 DAYS AND M17f F. CC}NNEC�I(�N BC7LT� 4. SAFETY L1�lE SNAE�L BE MlNIMUM 1/2° DfAMETER NYLt�N,WITN A Nt�MINAL TENSI�E ELEV �LEVATIC}�! MIN MlNIMUM WIO WITHOUT
<br /> GRITERIA SHALL BE A� FC?LLC}W5. STRENGTH UF 540Q�BS. ELEC EI.EGTR]CAL MISC MlSCELLAt�EOUS WP WATER PRC}OF
<br /> �
<br /> 4. ALL MATERIA�TO BE HQT E�IPpE�GA�VANIZED AF`CER FABRICATI4N PER EQ EQUAL �
<br /> TYI'E OF C(�NSTRUCTiC}N 28 DAY STF2ENGTHS W/C NtINIMUM GEMENT CONTENT A1�3IA123M-00. 5. SAFETY LINE SHAL� BE ATTACHED TC7 A SUB�TANTlAL MEMBER OF THE EQUIP EQUIPMEN7 NA NUT APP�ICABLE L..
<br /> (fc) RATit3 PER Ct181C YAFta STRUCTt1RE. EX7 E7CT�RIQR NIC t�t�T IN C�NTRI�CT Q}
<br /> A. SLABS (JN GRADE 5. AL�WELDING SFiA�L BE IN G(3NFf�RMANGE WlTH A.I.S.C.AN[3 AWS STANDARDS AND NTS NOT TC7 SCA�E r�""°'�`
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<br /> 6. SAFETY LINE LEt�GTH SNA�.L BE�ET A��OWWG CC?NSTRUCTION Wt�RKER T{� F3N FIN�SN
<br /> TQPPING SL.ABS SHALL BE PERFORMED BY W.A.B.O. GERTIFIEC�WE�DERS USING E70 XX Q�
<br /> CONCRETE PIERS 2,40(�PSI < .45 � 112 SACKS ELECTFtt}DE�. ON�Y PR�QUAtIFIED WEL[�S (AS DEFINED BY AWS}SHALL BE USED. REAGH EDGE C}F RC3UF, 8UT NOT BEY{�ND. F'LUC}R F�U(�R�SCENT OC {?N CENTER
<br /> WELDING(�F GRADE 6Q REINF(�RCING BARS{IF REQUIREa)SHAL� B� PEFtFQRMEC} FLR FLQOR OD (JUTSIp� QIAMETER �
<br /> B. ALL STRUCTURAL CC}NCF�ETE 4,000 PS! � .45 6 112 SACKS USiNG L()W NYDRC}GEN EL�CTRC}DES. WE�QWG OF GRADE 40 REWFORCWG BARS �� SAFETY B�LTS SNALL BE WORN BY A�L CC}NS`fRUCTIUN WORKERS. FT F{}OT .�
<br /> EXCEPT WALLS � (lF REQUIREI�}ShiALL BE PERFC}RMED USING E70 XX E�ECTRt?DES. WELDING pL�� ����Q�
<br /> WfTNIN 4"(�F C(aLD BENDS IN R�INFORCING STEE� 1S NC}T i'ERMITTEQ. SEE 8. MONTH�Y SAFETY INSI'ECTION AND MAINTENANCE f�F TNE FALL PRC)TECTION GA G,4UGE PROJ PROJEC7 �-
<br /> EQUIPMENT SHALI.{�CCUR BY THE SAFETY COMMITTE� REPRESENTATIVES, GA�V GAlV�N1ZEQ PRC)P PR{)PERTY �
<br /> C. C4NCRETE WAL�S 4,OU0 P51 < .45 6 1/�SACKS RE1NF(�RGINK� NC}TE FtJFt MATERIAL RE(.�U{REMENTS C3F WELDED BARS. �C GENE}�}s,��QNTRACTC.�R PT PRESSUR�TREAT�i� ,�
<br /> � ' �RICLUDING:
<br /> CEM�NT SHACL BE ASTM C150, PC)RT'LANQ CEMENT TYPE li U.N.4. 6. G�LD-FC}RMED STEEL FRAMfNG MEMBER5 SNALL BE OF THE SHAPE, SIZE,AND GRN� GROUt�ID REG2 REQUIFtE� y,v.
<br /> GAGE SHpW�N ON THE PLA�JS. PRUVIDE MINIMUM SECTIUN PROPERTIES INDICATED. iRI�PEGT1{�N O�CONSTRUC7IC}N AREA FC)R NAZARDS GYP�D GYPSUM WALL 8t?ARD RM R(�t�M �
<br /> USE 4F AN INSPECT1t�N CHECKLIST RQ RC}UGH C}PENING C�
<br /> 3. TNE GENERA�Gt�NTRACTt�R SHALL SIJPERVlSE At�[� BE RESPON�iBLE Ft7R THE AL�GQLD-FURMED STE�� FRAM1i�G SHALL GC}NFORM TQ THE A.IS.S. iNTERVIEWING CUWC}RKERS REGARDING SAFETY CC}NGERNS �
<br /> M�THC}DS AND PRQCE�URES OF CONCRETE P�ACEMENT. '"SPECIFICATION �OR THE DESIGN t3F C(�LD-�ORMED STEE� STRU�TUI�,A� ��ppRTING AND DC3GUMEN`fl�lG ANY HA�ARD� UGT UND�RGROUND TELECC}
<br /> MEMBERS." REPCIRTING HAZARDS YO THE SAFETY COMMtTTEE F{�R CON�IDERA710N t�H7 OV�F2HEAD TE�ECt�
<br /> 4. A�L GUNCR�TE W17H SURFACES EXPC►SED 70 STANL ING WATER SHALL BE
<br /> AIR-ENTRAINEQ WITH AN AIR-ENTRA1NlNG AGENT Gf}NFfJRM1NG Tt3 ASTM C260, C494, 7. B{�LTED CC}NINECTIONS SHALL US� BEARiNG TYPE ASTM A32� BOLTS{3I4°DIA.)AND F'C?STING RESULTS fJF INSPECTION AND ANY ACTI{�N TAKEN �J�p UNDERGROUND PC}WEF2
<br /> C�i'f8, C989, AND C1017. T�TAL AIR GQNTENT SHAL� BE !N ACCC}RDAN�E WITH ACI SNALL FiAVE A MINfMUM �F TWQ BOLT� UN�.�SS NC�TED QTHERWISE. R�CEIVING AN UNSfAaE� REVEEW�F t�NE S tJWN WC}RK AREA BY ANQTNER
<br /> 318, SECTlON 4.4.1. GOW{}RKER SAFETY REPR�SENTA7'IVE t�HP �VERHEAD POWER �
<br /> 8. NC?N-STRUCTUR{�L CtJNNECT10N5 FC}R STEE�GRATING MAY US�5/8°DIA. ASTM P PR{�PANE _
<br /> 5. REiNFC�RCING STEEL SNALL CC}NFC)RM 7U ASTM A6'I5{INCLUQING SUPPLEMENT S1}, A3Q? BOLTS tJNLESS NtjTED OTN�RWiSE. REFER TO RQU�T(3P WtJRK AREA SAFETY PRQTtJCQL `�
<br /> � NATIONAL ASSQCIATION �F TOWER ERECTC3R5 2000 Pt�BLICATIUN UG UNDERGRC7UND UTILITY
<br /> GRADE 6d,fy-60,Ot}0 PSi. EXCEPTIQNS:ANY BARS APECI�IGALLY S{� Nt)TED ON THE ,,
<br /> DRAWiNGS SHAL� BE GRADE 40,fy=4�,0{?0 RSI. GRAt7E 60 REINFURCIt�G BARS 9. ALL STEEL W'QF2K SHALL BE PAINTED IN AGCOR�ANCE WITH TNE DESIGN & REFERENCED C}SHA REGU�ATI(�1�15TAt�DARDS StiALL BE REViEWED BY TC}WER ��� GOA}�IA�CABLE
<br /> INC3IGATED C}N C�RAWINGS T{3 BE WELDEC7 SHALL CQNFORM TC3 A�TM A7t�6, GONSTRUGTIUN SPECIFlCATION ANC} IN ACCORDANCE WITH AST'M A36 UN�ESS ANTENNA
<br /> REINF(�RCIN�CC}MPLYING WITH ASTM A615{S1) MAY BE WE�DED (�N�Y IF MATERIA� N(3TED OTNERWISE. ERECTt}RS, '�
<br /> PROPER`fY FtEPC7R7� INDICATWG C�N�ORMANCE WI7'N WELDIhIG PROCEDURES EG2UlPMENT INSTALLERS,AND TtJWERIRt�OF Tt�P CONTRAGT(aRS/SUBGONTRACYORS � GENTERLINE
<br /> SPECIFtED IN A.W.S. D14 ARE SUBMfTTED. �10. AL�WELDS TC?BE 1/4" FIL�ET UNI.E�S N{JTED t3THERWiSE. 29 CFR 'i926.50�-�COI'E,APPLiCATlC}N, AND �EFINiTIC}NS
<br /> 29 CFR 1926.501 - DUTY TO HAVE FA��PROTEGTIC}N (�} E}CISTIN�
<br /> 6. REINFQRCING STEE�SHAI.� BE DETAI�ED(INCLUDING Nt70KS A�JD BENDS) IN '19. TOUCN UP ALL FIELD �RILLING AND WELDING Wli"N 2�4ATS OF GALVAC{�N {Z1NC 19 CFR 1926.502- FALL PR{�TECTION SYSTEMS CRITEF2IA AND PRAC`fICES �p� ��W
<br /> ACCt�RDANCE WITN AG1 315 AND 318, LAP A�L CC�NTfNUUUS REiNFf�RCEMENT AT RICH PAiNT)C3R APi'RQVED EQllAL. � C3E7AI�NUMBER
<br /> LEAST 30 BAR DIAMETERS tJF A MINIMUM�F 2'-{}". PRC}VIaE C4RNER BARS AT ALL Commerclal
<br /> WALL.AND Ft3QTING 1N7ERSECT!(.�NS. �AP Gt7RNER BARS AT LEAST 3fl BAR �-���p j�,�^�L� �r��"�`G+� SHEET NUMBER tnfrastructure
<br /> DI�METERS�R A MINIMUM 4F 2'-fl". LAP ADJACENT MATS QF WELDED W1RE FABRIC �� �`"� ��� `'� ' Resident�al
<br /> A MiNIMUM C}F 8"AT SEDES At�D ENDS. '1. VERIFICATI(�N THAT THE EXlSTING TOWER/PC}L�CAN aUPPORT THE PRQPOSED
<br /> THE CtVI�ENGIM1lEERjNG GROUP Telecom
<br /> ANTENNA LC}A[�ING IS TC} BE DQNE BY OTHERS. -- ----,� .-�- �.�� ���---�.�.-,�
<br /> 7. WELDED W1RE FABRIC�HALL CQNFC)RM TC�ASTM A-185. 14201 N�2ooth st.,#�oo Ph.425.80B.1869
<br /> 2. PRC?VIDE SUPPORTS �UR THE ANTENNA COAX CASLES TO TH� EC.EVATlON CaF AL� woadinvilla�WA 98072 Fx.4255482.2893
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<br /> 8. SPIRA� REINFORCEMERlT SNALL BE P�AIN WIF2E CONFORM{NG TO A�TM A615, INITIA�AND FUTURE ANTENNAS. ANTEM11t�fA COAX CABLES ARE 1`t7 B�StJPP4RTED www.LDCcorp.com
<br /> I � G�'������-�������'��• AND RESTRAINED AT THE GENTERS SUITASLE 7Q THE MANIJFACTURER`S
<br /> 4 REt�UIREMEtvITS.
<br /> � 9. N(�BARS PARTIALLY EMBEDD�Q IN HARDENED CUNCRETE SNAL�BE FIE�D BENT DATE. 2-{}3-�1
<br /> UNLESS SPECIFICALLY SO DETAILED t�R APPRt�VED BY THE CONStJLTANT.
<br /> � 10. C�NCF2ETE I'R4`fECTI(�N {GOVER) FC}R f2EINF�RCING STEE�SHALL. B�AS FO�L�WS: ��W� �Y' �R�
<br /> � GHECKED BY: RJA
<br /> - F40TINGS AND QTHER UNF{.�RMED
<br /> � SURFACES, EARTH FACE 3"
<br /> � - Ft,�RMED SURFAGES EXPt�SED (#6 BARS OR LARGER} 2" �� REVISI�NS
<br /> TC7 EARTH 4R WEATHER {#5 BARS O�SMALLER} 9 1/2
<br /> REV DATE dE RIPT
<br /> Ia -�LAF3S AND WAL�S (fNTERIOR FACE} �J�." 1 2-Q3-'i1 Pft£LIM1NAftY CONSTRUCTION ftJA
<br /> I � 1 3-44-11 FINAL GCINSTRUCTION RJA
<br /> I 11. BARS SHA�L BE SUPPORTED 4N CHAIRS C}R D()BIE BRICKS.
<br /> I � 12. ANCNOR BC��TS TO CC)N�t?RM TC3 ASTM A307
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<br />� N 93. N4N-SHRINK+GROUT SHA�� BE FURNISHED BY AN APPRC}VED MANUFACTURER AND
<br /> I `� SEiALL SE Mt�CECI ANC} P�ACEd IN �TF2IC7 ACCORDANCE WITH THE MANUFAGTURER'u
<br /> I � f'UBLISHE� RECC3MMENdATION�u. GROUT STRENGTH SHALL BE AT LEAST EQUA�TO
<br /> � TN� MAT�RIAL�N WHIGH IT IS PLAGED{3,000 PSI MINIMUM}.
<br /> � Z4. AL� EXPANSION ANCN{�RS TO BE HILTI BRAND.A�HESIVE AM11GHt�RS REQUIRE � �AS���O
<br /> � TESTING TO GC?NF1RM GAPACITY UNLESS WAlVED BY ENGINEER. ,��� ��'�'� f''
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<br /> i CONCRETE C}VER 2400 PSI {5 1/2 SACK MIX}A7 28 DAYS PAI�IE FIELD
<br /> � CONGRETE PI.ACEMENT AT�LAB t�N GRADE ❑ «��TIFICATlON UF S7EEL AND AT JC)B�ITE ❑ STRUCTURA� MASC3NRY
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<br /> a WRITTEN CERTIF1CAi'lt}N FUR PROPEFt PLACEMENI'QF ❑ PRESTRESSED CUNCRETE EVERETT, WA 98203
<br /> � REfNFC}RCEMENTS AT SLAB C7N GRADE ❑ ADHESIVE BC}�T5 IN CONGRETE QR MA�C}NRY
<br /> � ALL F1ELD WELDING
<br /> � F(�UNDATIt�N EXCAVATIOt�AND F1��. INC�UDING UT(LI"3"Y 7RENCHES � ANCHt�R B(JLTS INSTALLATIUN AND PLACEMENT IN CC3NCRETE
<br /> � REINFt3RCING PLACEMENT
<br /> � CERTiFICATIC?N OF BUILDING PAI�, FOUNDATION AND FI�L BY ��lEET TITLE
<br /> � THE GE{�`fEGHNICAL �NGINEER�F TNE R�CORD � HIGN STRENGTH BQLTiNG �] DESIGNER SPECI�IED (SEE SHEET#_}
<br /> GENEi�A� NOTES AND SYMBO�S
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<br /> ( o SUBMITTAL D{�CUMENTS FC)R DEFERRED SUBMITTAL ITEMS SHALI. BE SUBMITTED Tt�THE ARCHITEG`f c�R ENG{NEER OF F2ECORD,
<br /> i WHC}SHAL�. REVIEW 7'HEM AND FORWARD THEM TC7`i�NE BUILDING C}FFlGIAL WITN A N(JTATION INDICATING 7HAT THE DEFERF2ED SHEET NUMBER
<br /> � SUBMITTAL Dt}CUMENTS HAVE BEEN R�VIEWED A�1D 7HAT TH�Y NAVE BE�N FC?UND TO BE IN GENERAL CC}NFC7RMANCE WITH
<br /> �" THE C}ESIGN t7F TNE BUILDING. TF1E G3EFERRED ANa SUBMITTAL. ITEM�SHALL NOT BE fNSTALLED UNTIL THEIR DESiGN AND
<br /> �� St�BMITTAL DC?CUMENTS HAVE BEEN APPR4VED 8Y THE 8tJ1�DING OFFICfAL. �
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