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� � <br /> _ GENERAL NOTES: <br /> � 1.VERIFY ALL IXIS71N6 CONDIIIONS AND DIMQJSIONS <br /> � � PPoOR TO FABRICATION,NOl1FY ENGINEER OF ANY <br /> i . DISCREPANCIES. <br /> / ��I % � � . 3.ALL PIATE,�SHEEf hND STRUCRIRW_SFWPES SIW.L <br /> I I BE ASIM A-36. <br /> � 4.SfRUC7URAL IUBE SH411 BE ASfM A-500 GRNE B. <br /> � 5.PIPE SHALL BE AS7M A53,lYP E,GRADE B. <br /> 6.WELDING SHALL BE PERFORMED BY WABO�UAL1Flm <br /> . � WElDERS IN ACCORDPNCE WffH AWS D1.1. <br /> � 7.WEID FLECTRODES SHALL BE E-7016 <br /> � . LOW-HYDROGFN IN ACWRDPNCE WIIH AWS A520. <br /> � &SEAI.WELD PLL JOINf$U.N.O. <br /> I I . B.WELDING SHALL BE PERFORMm Bf WABO QUAL1Flm <br /> WELDERS IN ACCORDANCE WRH AWS D1.1. <br /> HSS X6X/4 � s.at srm stw�eE PAINiED AS fOLLOWS: <br /> � � . d- . � A ONE(1)C0.4T OF ICI DEYOE DEYFLIX 4020 DTM <br /> . � � � FlAT IM/IXT WAIERBORNE PRIMFR AND FlNISH,OR <br /> X � X n � EQUAL <br /> x z ^ B. ONE(1)FlNISH C0.4T OF ICI DEVOE <br /> N � ! . 5 2 6 5 _ 6 5 � WATERBOREPRACRYIJCSEfI-GLOSSRENAAIE4 <br /> x x � � TINiFD TO MATCH IXISIING,OR EQUAL. <br /> � (E)TS1 6X1/4 � (E)TOP OF CONCRETE 3 � � C R QURED.UCH-UP AFfER INSTAllATION,AS <br /> i <br /> C 6 6 <br /> 5511 5511 <br /> \ <br /> I � � i I (E)TOP OF STEEL OF ROOF FRAMING <br /> � � �, CONSTRUCTION NOTES <br /> � HSS6 6X1/4 0 � • NEW CHILLER UNIT, SEE MECHANICAL DRAWINGS. <br /> •� fn <br /> N N � • (E)TS10X6X1/4 <br /> x = <br /> A SECTION � • (E)T56X6X1/4 <br /> I � I 5511 5517 SGdE i/2'=1'-0' <br /> 4� • HSS70X6X7/4 <br /> 6 6 I � • HSS6X6X1/4 <br /> (E)TS1 X6X1/4 (iYP TOP) 6� • L8X6X5/8 X 1'-0° <br /> (E) TS6X6X1/4 � � <br /> ��4 A � . 2L2-1/2x3-1/2 LLV(lYP) <br /> I �nP) � � � � . <br /> � o i ��4 (11'P SIDES 0 g� PLSX1/4 X 0'-9"W/(2)3/4"A307 BOLTS <br /> � x - N q � 5-1 13/32� <br /> o y Y1 <br /> 9� • PL5-1/2X1/4 X d-11-3/4"W/ (2) 3/4"A307 <br /> � HSS6 6XY � BOLTS <br /> x 5 p <br /> � • TOC ALONG 6.1 = 27'-2-1/2';TOC ALONG 7 = <br /> 4 4 26'-5-1/2". ROOF FRAMING TOS IS 6-1/2" BELOW <br /> 9 � � TOC. <br /> � � (NP HSS SIDES TO TS POST) ��4 3 7 8 � � <br /> i EQUIPMENT PLATFORM TOS = 29'-10". <br /> 8�-0" <br /> � (iYP HSS T& B TO TS POST) <br /> N 1/4 e._6. <br /> i ' <br /> i � B A i <br /> S511 5511 S511 5517 <br /> � PLATFORM PLAN � '� SECTION <br /> 5571 5511 SCp1E:1 2=1'-0' <br /> RF 163T S511 scn�:�j2'=i'—a' '� �' <br /> I I <br /> ��4 (TYP L TOP) <br /> - - - - - �� ��4 (lYP L SIDES & BOT) <br /> I J <br /> e�_o. 9 <br /> 5 <br /> 9 $ � . <br /> 3 � � <br /> � <br /> SJ.RO <br /> 8-�� y4'�f a.'nsHi�s�t <br /> G,,�F,o�... �YcT f <br /> �� � <br /> �_ <br /> ��nF'�fi rs'��"°,�'`�� 12/12/17 <br /> � SECTION �'s�Jo�A,.E��• <br /> 5511 S511 SCALE:I/2"=1�-0' <br /> �a <br /> � <br /> SYM REYISION BY PPPROVED DA7E SYM� RENSISION B( pPPROVm DA7E �. � SUBIIRE CURRENr REVISION SYMBOL M1E ro <br /> ACCEPTABILIN � C.ROSSELL 04.10.77 � 20999691 A 12.11.17 <br /> n SfiE COOUNG TOWERS REPfACEMQJT zosssest cR 72.17.17 THIS DFSIGN AND/OR SUPPORT STRUCTURE FOR NEW CHILLER <br /> SPECIFlCA710N IS APPROVED �� T.CHEN 04.10.17 sn�r � <br /> �BOE/NG� ""E SIiE COOLING TOWERS REPLACEMENT S�� � � <br /> nvPROVm er OErT. °'�TE�T.CHEtJ� 04.10.17 <br /> APPRpVE� 40-041 ROOF JOB ND. 20999691 COMP N0. <br /> � 8.0 CONNOR 04.70.17 � �� <br /> STRUCTURAL MASTER EVEREIT,WA owc No. 40-041-5571 N ;/f���� <br /> �/ E <br /> / � <br />