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DESIGN CRITERIA: STRUCTURAL STEEL NOTES: ABBREVIATED ROOF TOP SAFETY PROCEDURES SYMBOLS AND ABBREVIATIONS d �
<br /> 1. THE SiRUCTURAL DCSIG� OF "���^,c =�DJ=CT S '.N ACCORDANCE WITPI 1. SHOP DRAWINGS �OR S�RUCiURA��_ STE��L SHALL E_ SUBMiiiED TO Ai&T AND THE (WHEN APPLICABLE: ��� AiR CONDIi_ONING HORZ FIORIZONTAL PLYWD PLYWOOD QJ
<br /> + THE INTERNATIONAL BUi!JiNG CCU= 2012 V�-- WASNINGTON SIAIE CONSULTANT FOR REVIEW PR�.OR �0 �ABRICATI��. AGL A90VE ;IN6H GRADE HR HOUR PROJ PROJECT � u
<br /> BUIL�ING CODE AMENDN�=MS (2012) F1'PROX APPRCXINATE'�_Y HT '-iEIGHT PROP PROPERTY '
<br /> 2 STRUCIURAL STEE�_ CESiGv, FABR:CAT:ON AND ERECTION (INCLUDING FIELD WELDING, FFlLL PROTECIION NE--GDS A�D EO�.i��?^JENi ROOF "0� IM1�STASIA7iON5. HVAC HEATING PT PHESSURE TREATED � C
<br /> 2 DESIGN LOADS: HIGH SiRENGTH F�ELC 9CLIN�, EX?A\S'�ON BOLTS, AND THREADED EXPANSION 9LDG BLILDiNG VENTILATION Q C
<br /> ANCHORS) SRA��_L 3E BASEJ 0� iHE q.LS.C. "SPECIFiCAT10N FOR THE DE9GN, L FALL PRO'=C-ICN ME-HOnS �0 BE ?_3 FEDERAL, STATE, LOCAL, OSHA, Ai&T AND �'-K BLOCKING AiR CONDITIONING REO REQUIRED �
<br /> DESIGN DATA FOn MARYSV�.LLE, wAS:��I\G-::\ CWNER RECU�.R�N.�NTS. RM ROON�
<br /> FABnCATiCN, NND EKECTiO� 0. STRUC�JRAL STE1 FOR BUi�Di'�G� LA1E57 EDI710N. CL� CEILING '�D WSIDE DIAMETER RO ROUGN OP=NI�\G �D
<br /> cU?EBVIS.ON ShALL 9c IN FC OR'AkC= WIT�, 2003 IBC ChAPiE4 22 9Y A QUAJ�IED IN INCh � L. Z
<br /> ROC= SVC�4' ��_OA�J M1/P e�`A R,,,, .,,° SO_Ui.^.5) TEST�G AGENC� �cSIGkATE� v CO�SU�TANT. 'riE COnSU�A�T 5 ALL 3= 2 FOR WORK IS BE�NG PERFCRN,�D �t,��V 25' OP AN UNPROTECTED ROOF EDG" iH� CLR CLEA3 O
<br /> �A��C 15'�:VC S?E=J °5 V.r:�. ��„RN!SH�D WIiH A C0:'Y Or AL_ INS?:�IGN REPORTS ANC T=5' 3ES�.._.5 CCNS RJC.�.O� S'JFERVISO� 5:-�/+L''_ �5'.GNA�E A T�AIVED SAF�TY MO\ITCR T�� 03S=RVE CC'JC �0:'��C� �.= INFO i�FORMATION 5^ SHEET `
<br /> C�NS7 C0�'S RJC�.01 INSJL �.VSULATIO\' S:M SIN�LAft � � 0
<br /> WICD EXPCSUR� . _ MGVEME�TS AND ACTIVITIES C TH CO\STRO.,��!ON W03KER�. SPEC SPECIFICATION
<br /> SEISMIC ZONE ., 3. STRUCTURAL ST�EL SHALL CvNFOr2M� TC ?H� =0_LOV,'�N� �=vJ:_'.1_NS: CONT CONiiNUJ„S IhT .V�ERIC<
<br /> 3. SAFc?" NONITOR SHAV_ WARN CON�TRL -10� K RK�RS OF r.AZARDS (LE., 9ACK��,NG UP iBC �TCRNA�lO\AL SF SQUnRE iOGT L
<br /> 4. TYPE OF MEMBER iOWARC A ROOF EDGE, ETC.) OR U�SA-E AC IVIi'�.ES. THE SAFETY MONITOR MUST BE ON DB� DOUBLE BJILC:NG CCG� STL STEELLE55 STEEL � � �
<br /> THE SAME ROOF AND WIIHIN V!SUAL AND VE3BA_ D�STANCE OF THE CONSTRUCTION DIA DIAMETER �� � U
<br /> A. WIDE FLANGE SHAPES ASiM A992, GRADE 50 WORKERS. DiAG DIAGONAL '?5 POUNDS STRUCT STRUCTURAL
<br /> CO N C RETE N OTES. A. OTHER SHAPES, PIATES, AVGLES, AVD RODS ASTM A36, Fy 36 KSI DN DOWN STD STU� a �
<br /> DET DETAIL MAX N.AXIMUM SUSP SUSPENDED
<br /> B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 K51 � �
<br /> 1. ALL CONCRE7E CONSIRGCtION StALL 9E IN ACCOR�ANCE WITrI C. PIPE COLUMNS ASTM A53, F 35 KSI +� CONSIRUCTION INVOLVING WORKERS TO AFPROACH WITHIN 6' OR LESS OF AN DWG DR4WING MECH MECHANICAL
<br /> Y MiL METAL THRU THROUGH
<br /> ACI-318. �. STRUC7URAL 7UBING ASTM ASOQ F 46 KSI UNPROTECTED ROOF EUGE, R=Q'JiRES WORKERS 10 USE SAFETY LWE.
<br /> Y EA EACH MrR MANUFACTURE nP� 1YPICAL tA
<br /> E. ANCHOR 90LTS ASTM A307 ELEV ELEVAiION MGR MANAGER
<br /> 2 CONCREiE 5':-IA��L &_ ^nl%EC, °R,^.POR?ION�D, CGNVEVED AND PLACED M E CONNCCiION BOLTS ASiN A325 TWIST-OFF-TYPE
<br /> ACCORDA�C� WIiH CHAPTER '9 OF THE 2009 ��BC WITH WASHINGTON 5. SAFEIY L'�.�'E SHALL BE MI�IN.UM 1/2" DIAME?ER NYLON, WIiH A NONINAL TENSILE E�EC ELE�TR'�:CAL N.iN MINIMUM �
<br /> M!SC MISCELL4NEOUS UNO UNLESS NO-ED
<br /> AMEVDM:V-S SiRENGTHS AT 28 CAYS AND UIX CRiTERIA S:�ALL BE SiRENGTH 0= 5�00 LBS EQ ECUA'_ �
<br /> 5. HOT DIP GA�VANIZE AF1�R -A3RiCA?!ON P=R A123/A123M-DO A�__ S�.EEL EXPOSED TO OIHERWISE
<br /> q O.SOJvc UNLESS 0'�ERW SE NC_.,. WEAiHER AND WHERE NO EC EOUIP ECUIPM�NT
<br /> 5. SA ETY _.\E SMALL BE ATTACHFp iD A SJ?S�A\`IAL MFNBER OF iHc E%T EXT�RIOR NA NOT APPLICABLE I�I �
<br /> - SiRUCTURE NIC NOT IN CONTRACT V-RT VERTICA_ ���
<br /> L5 D:.Y STRE�GiHS W/C RA-10 N�!\',N:JM CEN=NT ,:OM_M1' 6. A_L WELOING SHA�L B� IN Oti�CRMANCE WITH A.I.SC A�\�D AY15 �FNCARDS AN� SHALL FiN �IN'�S`: tiTS NOT TO S�ALE VIF VERIFY N F'�='�_�
<br /> ("c) PER CUBIC YARD B_ PERPORMED BY ANSi/ARS J1." CERTiFIED wELDERS USiNG E7�� X% ELECTRODES. 7, SAFEiY iiNE LENGTr; SHALL BE 5_'� F LC'N.NG CONSTRl1Ci-i0N WORK3 TC 3EACH �DGE FLUOR �LCU3 cCE��'.
<br /> ONLY PREQUALIFiED WELiJS (A� JEFINE� B� AWS) SHALL BE JSE7. WELDING OF GRADE OF ROCF, BUi NOT BEYONC. FLR FLOOR OC 0\ CENTER W/ WIT�-I
<br /> 2,SOC PS� <.<5 5 1/2 SACKS 60 R�WFORCwG BARS (iF REpUIriEJ) S�.�A�__ BE ?ERFCRMEJ JSI\G _OW HYDROGEN Fi F00' OJ OU1S'�= D'�AUEiER W�0 `NITHOUT
<br /> ELECTRODES. WELDiNG OF GRF���E 4C 4E��,NFuRG\G BARS (��F R=pJRE�� SHALL BE g. SAFE71' BELTS SHALL BE WORN B� A_�_ CONSTR�CI�ON WORKERS. µ�p WATER PROOF
<br /> CEMENT SHALL BE ASTM C150, POR-LAND CEUE'�'T TYPE li LLN.O. PERFORMED USING E70 XX E��CiR�J_5. wE�_JI\G K9T`�I� 4" CF COL� BENOS IN GA GAUGE
<br /> � REINFORCING S1EEL IS NO7 F=RNIT-E�. 5=E R'=1NFORCI�\G NJ'E FOR MATERIAL GALV GALVNN�iZ.=7
<br /> 9. MONTHLY SAFETY In5P�C1i0� AN� MAIVTE�ANCE OF THE FALL PROTECTION EQUIPMENT ��
<br /> REQUIREMENTS OF WELDED BARS. GC GENERAL CON?aAC"CR �
<br /> 3. THE GENERAL CONTRACIOR SHALL SUPERV'S� AND BE RESPONSIBLE SHALL OCCUR BY THE SAFETY COMN1i�EE REPRESENTATIVES, INCLU�ING GRND GROUN�
<br /> FOR THE METHODS AND PROCEDURES OF CONCREfE PL4CEMENT. 7, COLD-FORMED STEEL FRANWG NEMB�RS SHALL 9E OF THE SHAPE, SIZE, AND GAGE GYP BD GYPSUU WALL BOARu
<br /> h. ALL CONCREiE WITH SURFACES EXPOSED TO N'EATHER SHALL BE SHOWN ON lHE PLANS. P�CVI�E MINIVUN SEC110N PROPERTIES INDICATED. ALL INSPECTIDN OF CONSTRUCTION AR�A FOR HAZARDS
<br /> AIR-ENTRAWED WITH AN AIR-ENTRA'S1NG AGENT CONFORMING TO AS7M COLD-FORMED STEEL FRAN.ING SHA_�_ CONFORM TO THE A.LS.S. "SPECIPICATION FOR USE OF AN INSPECTION CHECKL!S
<br /> C260 C4G5 C61B, C9B9 AND C1C�7 V�R�7= EXPOSED TO THE DESIGN OF COLD-=DRMED � �� S�3UCTJRAL MEMBERS." IIvTERVIEWING �OWORKERS RE AR�IN� SAFEiI' CONCERNS
<br /> FRE=ZI�tiG A�D F�FWING V!I-:LE NOIS7 �HA�.� BE A.R EN'RAINED IN R�P� T\G AND 'O�UVEN'IN AtiY �-1AZARDS --- _LE=HO�E
<br /> AC�„OR�A�C� vJ H ACi 3'8, SEC7ION 4 c . 8. BOLTED CONNEC7i0NS SHA_L U ..�<.R�\G 'Y�E ASTM A325 80L?5 (3/4" DIA.) AND REPO�i.\G HAZA�t75 "0 THE �AFE'�' COMMITfEE FOR CONSIDERATiON -p P�v�E� CAMP+
<br /> SHALL HAVE A MINIVUN OF WO 50 _ .,\��SS NOTED O1H�RWISE. �pSTI\G i�5„_S CF InS7EC7'0� ANC ANY ACTICN iAKEN �ROJN� W.R=
<br /> �. R �FORCI�G ST'=.. StiA_L CCNFORk i0 AS'V A6 5 �I�C�uDI��G R=C=N N� AV JVBiASED R�VIEW OF ON�'� OWN WORK AREA BY ANOTHER -COAX- C0.4X,A�_ C43LE
<br /> SLF'-LEV_�i S ), GRADE 60, 1y=60,000 =5�.. _%..�_r�.10�5: 4V� BARS �. NON-STRUCiURAL CONNECil0�5 :-Oi _-___ �RATING MA� USE 5/B" 71A. ASTM A307 C�W�..�K_K �A`=?V REPRESENTATIVE ,qSS�CIAT G S
<br /> S��CIFICALLY SO NOT�D Of.' T�yE DRAWIN�� 5-A_L ?E �RAC� S�, BOLTS UNLESS NOTED OiH�RW15E. � Hti�`-�1�
<br /> �y=aC,0�0 P5� GRA�7E 60 REi��OR ��.� .35 i\DI�A��ED C� JRAN9NGS
<br /> iC BE WELDtC SHALL CO��ORM �� ASTN F7�6 R I\:O�CING 10. (UNLSS NOiED OTHERWISE). PREPARAiICN AND 'AI�'ItiG SHALL B= IN ACCO�CANCE REFER TO R00�0? WORK AREA SAFEiY PR0-0CC'�_ ��A�O\AL ASSOCIAiION �F TOWER 194D1 40TH FVE_�h'..SUITE304
<br /> WITH THE SPECIFICATION AND IN ACCOR.7ANCE W�TH 'H: ?A'��NT NANUFACTURE2S WRIITEN ERECi0R5 200� PU9LICAi:i7N � CENTtR_I\= LYNNwOOD,wA98036
<br /> CON�PLYING WI'H ASiM A615(S1J kA 3E V:�_�:JE� �N��_Y IF MATER�.AL PHONE:(425)740-6392
<br /> PROPER71' REPORTS INDICATING CO\FCRMF\C_ \vlTh; WE��_DING INSIRUCTIONS REFERENCED OSHA REGUWTiON/57ANDARCS S�'�AL� BE R=ViEWED BY TOWER FRECTORS, �E� EXIS'IRG Fa�:(a25�2za-t6�4
<br /> PROCE�URES SPECIFI[D IN A.W.S. C14 A3� S'JBMIT:�ED. �N� NEW WWW.CAMPASSOC.COM
<br /> it. ALL WELDS i0 BE 1/4" FILL�i U�L:SS NOTE� OTHERW6E. EOUIPMENT INSTALLERS, A�tiD 'OWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS DETAIL N„V3ER
<br /> 6. REMFORCING STEEL SHALL BE DETAILED ;INC_UCING HOOKS AND � S;=ET a,;N3ER
<br /> BENDS) IN ACCORDANCE WITH AC1 315 AND 318. L,4P ALL 12 TOUCH UP ALL FIELD DRILLING ,WELDiNG AND CU� SURFACES WITH 2 COATS OF 29 CFR 1926.500 - SCOPE, APPLICATION, ANC DEFINITIONS
<br /> GALVACON ZINC RICH PAWT CR APPROVED EQUA�. 29 CFR 1926.501 - DUTY 10 HAVE FALL PROTECTION �,
<br /> coNTiNuous �EiNFo�cEN,�Nr nT _�asr =� �ae oaMEr�Rs oa a ( ) DATE: 0./14/17
<br /> MINIMUM OF 2'-0". PROVIDE CORNER 3ARS AT ALL WALL AND FOOTING 19 CFR 1926.502 - �ALI PROTEC710�'�� 5"=EMS CRITERIA AND PR�CTICES
<br /> INT[RSEC-i0M15. LA�' CORN:.R BARc AT LJS- 30 BAR DIAMEfERS OR DRAWN D": Pd�EA �GA
<br /> n N,itiiMUM o= z-o.. nP �c�n��n vn-s c= w�.oEc wiRE FnaRic n TOWER/POLE NOTES:
<br /> N�iNIMUM OF E" A1 SI�ES ANJ ENCS.
<br /> C'�-ECK_� B": 3A
<br /> 7. '�k_LDED WIR_ FABr2C SHALL CONFORM TO ASTM A-185. i. V��IFI�H'.ON -A7 ; �_%��N� =i/-�_- �:.\ 5...-.... -_ ?R�FOS=�ANT_�NA
<br /> _OA7'�,^,., S '., 3= ,~�\_ _ �.--.=3_.
<br /> - S%-IRAL R�'�.N��RC�NE!vT SHALL BE PLA'�.� Vr'!3_ C�'�FORVIVG TC ASTM
<br /> A615, GRADE 60, fy 60,000 PSL �. ?ROVIDE SU?PORTc FCR 7-�, AN�=1NA COAx CA3�_ES 0 �_ _ �F�,CN OF AL�_ �viTin, REV�SIQNS
<br /> AND FUTURE ANTENNAS. A�_'v�A CCP.X CABLE�A3E 'C 3c S..r.GRTED AN:J
<br /> R�.: DAT�: JESCKIF'10�: BY:
<br /> 9. REINFORCING PARTIALLY GMBE�DED iN CON�R=TE SHALL NOi BE fIELD RESTRAINED AT THE CENTERS SU-4B'_E -0 Trl� NA\JFACTUR�R'S rc�QU 3:V:.ti-�S. :SSJ�7 F�R
<br /> BENT UNLESS SPECIFICALLY SO DETAILED OR APFRCVED BY THE pQ 12/P3/16 CJ ��I;W AT�
<br /> CONSULTANT. � IS>UE� =03
<br /> � 02/02/16 rINA_ c'�3MITTA'�.PK
<br /> 10. CONCREiE PROTECTION (COVER) FOR RJNFORCING STEEL SHALL 8E �S � 03�y���FI55l1ED FOR �AT
<br /> FOLLOWS' FINAL SUBN�T.TA�
<br /> NOTE: ISSUED FOR
<br /> -FOO11NG5 AND OTHER UNFORMED STRUCTURAL DRAWINGS AND NOTE� 51A�L TA{= -RECEDENCE �3 3/24/i6 FINAL SUBMITTAL�A
<br /> SURFAC_S, EARiH FACE 3" OVER ALL DRAWINGS AND NCTES. , Q D6-13-15155„ED FOR �r
<br /> CD REVIEW
<br /> -�03VEJ SURFACES EY.POSE� (�%5 6aR5 0'rc LARGER) 7' � '.SSUED FOR
<br /> 5 'J8-17-15 CJ �EVI%W GA
<br /> -c �n�-r�� oR wa-N�� (�s snR_ oa sMn�.-R) i-���� � oe-os-ie�`-sue� -o� ca
<br /> -s„as nN� v,�ncs ;�n�r�R�o� �ac_; ;�,,- SPECIAL INSPECTIONS: �ssu o FOR
<br /> � 11-29-Ib RNALS �A
<br /> ISSUEC POR
<br /> 1. CONTRACTOR S:-,AJ_ 'RD�-= RE�.^.1,9R=� SP�OA�_ �SPE�IONc �=n=D�RN�=D BY AN Q 03-14-17 CITY COMMFNTS �'T
<br /> INDEPENDENT INS=��J2/�'?�V=D �3v kT&� Ati�� TH: LOCA_ JU<ISJICTION, AS -
<br /> 11. BARS SHALL BE SUPPORTED ON CHAiRS OR DOB��� �RICKS. REQUIRED BY THE 20C�5 iB� =ECiiON '704 W�7H WAS-�iV�iL'N AM=`DUENTS FOR THE
<br /> FOLLOWING:
<br /> 12 ANCHOR BOLTS TO CONPORM 10 ASTN� A307. 77']
<br /> A. CONCREiE: PROVIDE SPECiFL ��NS�EC-10\ PER '70�.. G R E G IST E R E D
<br /> 1:5. NON-SHRINK GROUT SHALL BE FUR�\�IS-1ED 3Y AN APPROVED i. TAKE CONCRETE-EST 5?E�IMEVS DURING THE PLACWG OF SiRUC1URAL
<br /> MANUFACTURER AND SHALL 9E MiX=D A�D PLACED IN ARICT REMFORCING ANC S-RUCTJRA_ CONCRETE. EXTERIOR AND INTERIOR SLA65 ON A R C H I E CT
<br /> ACCORDANCE WI1H TH� NANUFACIJR'=R'S Pl;9LISHED RECOMN�END�iIONS. GRADF. ARE NOT �RI,C URAL E�EMENTS.
<br /> GROUT STRENGI^. SyA�_L BE AT L_AST E�UAi_ TO THE MATERIAL ON
<br /> WHICH IT IS FLAC=D (3,000 PSI MINIMUM). ii. VERIFY REINFO�RC�G SIZE, P�,ACEMENT, AND GRADE.
<br /> 14. ALL EX°ANS.vN ANCHCRS ?0 BE HILTI BRAND. ADHESNE ANCHORS B. BOLTS AND ANCH03S Ik CO\CR-=
<br /> RE�UIRE?STING '0 CC�F"RN CA-AOTM Jti_�SS WAN�D BY ENGiNEER �. �OLDDOWN A�4CHORS 90���_iS:��,NSPECT 9ZE, LENGiH, HOOK ANC T!E To U L N I
<br /> An�� LOCAL J�RIS7I�'i0�. REnFORCING.
<br /> � A���Es��E AN��oRs: �N�P��r �o�E S�zE, oE�,�, ��EA����N-Ss, A�o T E OF ASHWGTON
<br /> MS�ALLA7ION PE� MANUFACTURES RECOMMEN^uA OVS. 03�14I2017
<br /> C. wELDiNG:
<br /> �. v15UALLY INSPECT ALl SRLCTURAL f�ELJ AND S-CP WE�_DING.
<br /> ��. THE SPECIAL INSFECiOR NEE7 \OT TO BE CONTiNU0U5LY PRESENT DURING
<br /> WELDING, PROVIDED THE MATERIALS, ^vUALIFICAT10NS OF WELDING PROCEDURES WAF)4SO-FOREST PARK
<br /> AND WELDERS ARE VERIFI�D F3IOR �0 THE STAR7 OF WORK; PERIODIC 4S�Z FGREST DRIVE
<br /> msPECTioNs n�E vno� o= wcaK iN aaocREss: nNo a visun� ins�EclioN EVERETT, WA 98203
<br /> OF ALL VJELCS IS N�A�E A�ER COV��LE1'�ON OR PRIOR TO SHIPMENT OF SHOP
<br /> w�lD!�1'G.
<br /> 2. PROVI�E S�'�'C.F�L I�'SFECi'.0�\'c =03 OTr-E� �EMS NOie"� ON DRAWiNGS TO CONFIRM
<br /> CON�PLIANC� N'ITM C0�-RACT �JOC��NEN'S.
<br /> SHEET IT���_
<br /> 3. TH_ SPECiAL VSPECiu4 S9„-L G<�V��.�� a. COPY C - E R�?ORT-0 T�tiE ONM=R,
<br /> ARC-��EC , s<.,,..-„<,��_ �..a�.�E=�, .,.,..-......-o,�, n^.., _,,.,�,�c „_� an�. GENERAL NOTES
<br /> SHEET NUMBER
<br /> G-2.0
<br /> JOB No. WA6450
<br /> i
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