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PIW 0600 <br />4' X6 LINE (REF.) <br />TANK OVERFLOW & OUTLET <br />a SIDS VIEW ELEVATION <br />f SCALE: 1" 0 1'-Y' <br />I <br />m SYNI REVISION <br />10I <br />6 ®RID PIW UPGRADES ADDENDUM A <br />M5313 <br />BY APPROVED DATE SYM <br />J#20808408 KJ JMF 01.25.21 <br />REVISION <br />TANK OJERFI_0'J'I &. OUfI_[:I <br />ENLARGED PLAN <br />SCALE: si1 = , <br />DUTLET <br />U (BELOW) <br />M53 -13 <br />3489 REF <br />DFFSFi (MIN.) <br />OVERFLOW C <br />6%86' LINE (REF.) — — — <br />PIW 0600 _ <br />4%6' LINE (REF.) <br />TO PUMPS P/P10 — <br />6' X8" LINE (REF.) - <br />16 <br />TAN K OVERFLOW OUTLET <br />END VIEW ELEVATION <br />SCALE: 3/4„ 0 1'-0„ - <br />mm, <br />ACCEPTABILITY <br />SPECIFICATIONTHIS DESIGN AND/OR <br />PO-D <br />tt - <br />6" x 127 <br />TAN K <br />NOZZLE <br />(REF). <br />�e—mom <br />.0 - <br />P1W TANK <br />I <br />(REF) <br />rTANK <br />I NOZZLE (REF). <br />�v..n..•�z �""�4 .F '�§�?.. �f.��u�� � y�'"�`!'.��.: ,�'�'ss m. ;T,�^'^. ESN..;, °.•-�."�.r' u""� i.kc'ti <br />-01 <br />j i I ' y # .I <br />%1L I SUBTITLE <br />12,0419 <br />1M <br />ABBREVIATIONS-; <br />(E) <br />=EXISTING <br />FABTR <br />= FABRICATOR <br />I.U. <br />=INSIDE DIMENSION(S) <br />O.D. <br />=OUTSIDE DIMENSION(S) <br />MATL <br />= MATERIAL <br />U.N.O. <br />= UNLESS NOTED OTHERWISE <br />SS <br />=STAINLESS STEEL <br />304 SS <br />= TYPE 304/304L STAINLESS STEEL <br />316 SS <br />w TYPE 316/316L STAINLESS STEEL <br />LR <br />=LONG RADIU.r, (R= 1.5 x DIMENSION) <br />SR <br />= SHORT RADIUS <br />FJ <br />=FIELD JOINT <br />THD <br />=THREADED END OR CONNECTION <br />BW <br />= BUTT -WELDED END OR CONNECTION <br />G <br />GROOVED END OR CONNECTION (VICTAULIC) <br />GxBW <br />= GROOVED END BY BUTT -WELD END <br />GxG <br />= GROOVED END BY GROOVED END <br />GxTHD <br />= GROOVED END 6Y THREADED END <br />LLH <br />= LONG LEG HORIZONTAL <br />LLV <br />= LONG LEG VERTICAL <br />GENERAL NOTES.:, <br />1. FIELD VERIFY ALL DIMENSIONS PRIOR TO <br />FABRICATION, ASSEMBLY, AND INSTALLATION OF <br />PROJECT SYSTEMS AND MATERIALS. <br />2. DIMENSIONS SHOWN ARE TO PIPE CENTERLINE(S) <br />OR TO THE FACE OF EQUIPMENT OR BUILDING <br />ELEMENTS, UNLESS NOTED OTHERWISE. <br />3. DIMENSIONS AND ELEVATIONS TO BUILDING AND <br />TRENCH ELEMENTS ARE APPROXIMATE. ADJUST <br />PIPING RUNS WHERE NEEDED. COORDINATE <br />ADJUSTMENTS WITH BOEING. <br />4. SEE SHEET M538- 10 FOR PIPING MATERIALS AND <br />PIPE SCHEDULE REQUIREMENTS. <br />5. CONTRACTOR SHALL PROVIDE SUPPORTS FOR <br />PIPING AND PIPE ASSEMBLIES SHOWN IN THIS <br />SHEET (NOT ALL SUPPORTS ARE SHOWN). <br />COORDINATE WITH TANK MANUFACTURER T <br />REINFORCE TANK WALL AS NEEDED FOR SUPPORTS. <br />6. ALL SUPPORTS, BOLTS & HARDWARE SHALL BE <br />MADE OF 316 SS, UNLESS SPECIFICALLY NOTED <br />OTHERWISE. <br />CONTRACTOR SHALL COORDINATE WITH TANK MFG <br />TO PROVIDE REINFORCING PLATES AS NEEDED. <br />HSS3X3X1/4 WELDED PIPE SUPPORT, TYP. TANK <br />MANUFACTURER TO PROVIDE (4) REINFORCING PADS <br />FOR PIPE SUPPORT CONNECTION, REINFORCING <br />PADS TO BE DESIGNED ACCORDING TO THE IBC <br />FOR THE FOLLOWING UNFACTORED, <br />STRENGTH -LEVEL, CONCURRENT FORCES: <br />(1) 600 LBF GRAVITY DEAD LOAD <br />(2) +/- 600 LBF DEAD LOAD IN THE <br />LONGITUDINAL AXIS OF THE TANK <br />(3) +/- 600 LBF SEISMIC LOAD IN THE <br />LONGITUDINAL AXIS OF THE TANK <br />(4) +/- 250 LBF SEISMIC LOAD IN THE <br />TRANSVERSE AXIS OF THE TANK <br />G SUPPORT TANK OUTLET PIPING USING REMOVABLE <br />3068T-4 PIPE STAND EPDXY BOLTED TO CONCRETE <br />WITH ADJUSTABLE THREADED PIPE AND SADDLE. <br />COAT PER STRUCTURAL NOTES. SUPPORT SHALL <br />NOT INTERFERE WITH LID REMOVAL. <br />CONSTRUCTION NOTE <br />1. SUBMIT SHOP DRAWINGS FOR ALL PIPING AND PIPE <br />ASSEMBLIES SHOWN IN THIS SHEET, FOR OWNER <br />APPROVAL & COORDINATION PRIOR TO FABRICATION. <br />2. ADJUST FINAL PIPE RUN LOCATIONS IN RELATION TO <br />OTHER EQUIPMENT AND BUILDING ELEMENTS AFTER <br />CONTRACTOR COMPLETES THEIR FIELD VERIFICATION OF <br />EXISTING CONDITIONS. COORDINATE WITH BOEING. <br />3. FABRICATOR SHALL ADJUST PIPING LENGTHS (AND <br />DIMENSIONS) TO ACCOUNT FOR GASKETS AT BREAK <br />FLANGES, <br />4. PIPE SUPPORTS: PROVIDE SUPPORTS AND BRACING <br />FOR ALL PIPING (SUPPORTS AND BRACING ARE <br />GENERALY NOT SHOWN). <br />Kennedy/Jenks <br />32001 32nd Avenue South, Suite 100 <br />Federal Way, WA 98001 <br />Ph. 253- 3 -6400 <br />Fax 253-952-3435 <br />CURRENT REVISION <br />SYMBOL <br />®ATE <br />20808468 <br />O <br />I G <br />04.30.21 <br />� <br />SHEET <br />M538-13 <br />JOB NO. <br />20808468 <br />COMP NO. <br />EVERETT, WA DWG NO. 40-YD-M538-13 <br />