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4"0� 4.00 <br />.2 .2 <br />GENERAL NOTES <br />5'-01/2" T-3" <br />T-3" 2'-9" T-T <br />T-41/2" <br />T-4112" T-3" 2'-9" 7'-3" <br />1. EXHAUST STACK LOADS <br />HSS5X5X1/4 <br />HSS5X5X1/4 <br />S05X1/4 <br />HSS5X5X1/4 <br />HSS5X5X114 SS5X5X1/2 HSS5X5X1/4 GRAVITY: <br />DESIGN WEIGHT OF STACK =105 PLF/STACK <br />SEISMIC: DESIGN FORCE PER ASCE CHAPTER 13 <br />X ap=2.5 <br />f <br />h >< h Rp=6.0 <br />013 <br />ti <br />= Fp = 0.482xWp = 51 PLF/STACK (STRENGTH LEVEL) <br />_ = WIND: 22.9xAf (PSF) =134 PLF/STACK (STRENGTH LEVEL) <br />X X <br />I <br />T.O. PARAPET ti T,O. PARAPET I N <br />2. ALL STEEL SHALL BE PRIMED AND PAINTED WITH NON -REFLECTIVE PAINT. <br />„ Y = _ Co <br />205 2 (REF) -- 2 (REF) -- <br />_ <br />Co <br />_ <br />f SEE ARCH SPECIFICATION FOR PAINTING REQUIREMENTS. <br />6 f <br />f <br />TYP @ <br />S59105 <br />HSS TO <br />I HSS 1t4 <br />! <br />AL] HSS5X5X112 <br />HSS5X5X1/4 <br />HSS5X5X1/4 <br />HSS5X5X1121 <br />SS5X5X1/2 HSS5X5X1/2 HSS5X5X112 <br />I B.O.D, GRID <br />96T101/2" (RE <br />C.A <br />N <br />U <br />1 <br />S591-05 <br />C <br />M <br />I <br />I <br />SEE S591-04 FOR <br />rMARARVI AIrnnAAATlnkl <br />I <br />I <br />T.O.S <br />EL 126'-7" <br />NOTE <br />PAR/DURR TO VERIFY DIMENSIONS AND ELEVATIONS OF <br />FRAMING AND PROVIDE APPROVAL PRIOR TO INSTALLATION. <br />SUPPORT FRAME @ 70" STACK SECTION A <br />SCALE: 3/16" = V-0" S212a S59105 <br />B.O.D. G <br />�198 10 <br />4.00 <br />3/8"&' 0'-10" <br />J" <br />LU KNIFE PLATE <br />4 <br />ti <br />EXHAUST <br />STACK <br />C12X25 <br />o BETWEEN <br />GIRTS - <br />EXHAUST <br />STACK <br />TOP STACK - EAST <br />SCALE: 3/16" =1'-0" <br />x <br />C <br />Cn <br />x <br />CAP PL TYPICAL @ <br />ALL OPEN ENDS <br />HSS5X5X114 <br />TOP STACK - NORTH <br />S591-05 SCALE: 3/16" = V-0" <br />EA <br />3/16 V SIDE <br />3/16 3" EA <br />3/16 3" SIDE <br />rA <br />x ysss-I'S,rj�2 L4x4x3/8x0'-7" ALIGN VERTICAL , <br />16 FACE WITH CL OF STACK, TYP. <br />Co <br />CIO�51�5y'�', SEE DETAIL 8/S591-05, <br />HSS5X5X1t <br />X <br />ti <br />M <br />h <br />HSS5X5X1 <br />C <br />M <br />6" <br />ti <br />M <br />2S'rs'r5/1E <br />x <br />N <br />= <br />X <br />C M <br />� <br />M <br />r <br />6" `- <br />ti <br />M <br />5'-01 /2" T 3" <br />4 TYP <br />S591-05 <br />=) ��4 <br />Q c3 <br />X <br />wCIO <br />TOP STACK SUPPORT <br />FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />CLIP ANGLE AND <br />ATTACHMENT TO BE <br />PROVIDED AS <br />CONSTRUCTION <br />L2-1/2x2-1/2x114 SUBMITTAL <br />PROVIDED AND <br />INSTALLED BY PAR/DURR <br />C�.A z <br />BENT PLATE 14x1/4- <br />PROVIDE HOLES FOR 3/8"0 <br />BOLTS @ 8" O.C. CONFIRM <br />LOCATION OF HOLES WITH <br />PAR/DURR PRIOR TO DRILLING <br />LOUVER CONNECTION <br />DETAIL <br />SCALE: 1" =1'4' <br />PREFINISHED <br />METALLOUVER <br />-WALL PANEL <br />k�+ <br />TYPICAL STACK SUPPORT <br />FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />TRIM OUTSTANDING <br />LEG OF ANGLE @ <br />INTERSECTION <br />JI4 K/ wL I <br />ANGLE BRACE CONNECTION <br />DETAIL <br />S591-05 SCALE: 1" = V-0" <br />S591-05 <br />TYP <br />UVVI VI LIYIIYV <br />EXHAUST DUCT <br />DETAIL <br />HSS5X5X1/4 <br />HSS5X5X1/4 <br />HSS5X5X1/2 HSS5X5X1/2 <br />HSS5X5X112 HSS5X5X112 <br />TOP STACK- SOUTH <br />SCALE: 3/16" =14" <br />S591-05 <br />4 .0 0 8" 3 3/4" <br />318" KNIFE PLATE THRU <br />WALL PANEL WELDED I I <br />TO CHANNEL ON 3 I <br />SIDES Wl3/16"A" I I <br />FILLET WELDS I I ERECTION BOLT <br />I I <br />I I <br />I I <br />I <br />I I <br />I HSS5 FRAME SUPPORT TUBE WELDED TO <br />I I I <br />KNIFE PLATE TOP AND BOTTOM W/ 3116"xT <br />FILLET WELDS ON EACH SIDE, LOCATE <br />2'-8" KNIFE PLATE AT CENTER LINE OF HSS <br />SUPPORT FRAME ATTACH TO GIRT <br />DETAIL <br />SCALE: 1" =1'-0" S591-05 <br />8x8x3t8 SPACER WELDED TO <br />TOP AND BOTTOM OF TUBE <br />W/ 3/16"A" WELDQ <br />10xl6x3/8 SPACER WELDED <br />TO TOP AND BOTTOM TUBES <br />Wl 3/16"x3" WELDS EACH <br />FACE <br />L4 KICKER WELDED ON <br />3 SIDES TO PLATE W/ <br />3/16"x2" FILLET, TYP. <br />NOTE: <br />LOCATE ANGLE BRACING WORK POINT AS CLOSE TO MEMBER INTERSECTION AS POSSIBLE WHILE AVOIDING <br />INTERFERENCES <br />SUPPORT FRAME KICKER ATTACH @ FRAME <br />DETAIL r3_"'� <br />SCALE: 1" = V-0" S591-05 <br />S591-05 SCALE: 1" =1'-0" <br />WALLPANEL <br />S212a I S591-05 <br />C12 <br />(E) W14 GIRT OR (N) STRONG I I L501/2x114x0' 5112" <br />AXIS ORIENTED W14 SAG o o (LLV) W/ (2) 3/4"0 BOLTS <br />ROD SUPPORT BEAM I EACH END OF C12 <br />3/16 <br />3/16 <br />SUPPORT FRAME ATTACH @ GIRT <br />DETAIL 2 <br />SCALE: 1" = V-0" S591-05 <br />1_30040'4' " <br />3116 518"0 BOLT CENTERED <br />3116 <br />�l <br />HSS5 <br />5" <br />CAP PL, TYP. <br />SUPPORT FRAME ATTACH @ <br />REMOVABLE HSS <br />SCALE: 1" =1'-0" S591-05 <br />2" 2" <br />L4x4x3/8x0'-7" W/ <br />00 (2) 718"0 x 13/8" <br />SLOTTED HOLES <br />TYP <br />nA HSS5 <br />STACK SUPPORT ANGLE <br />DETAIL <br />SCALE: 1" = V-0" <br />CITY OF EVERETT <br />REVIEWED FOR PERMIT <br />8 <br />ISSUED FOR PERMIT <br />S59105 <br />Our difference <br />I <br />is engineered. <br />www.harrisgroup.com <br />PROJECT NO: 0012630.06 <br />SYM <br />REVISION <br />BY <br />APPROVED <br />DATE <br />SYM <br />REVISION <br />BY <br />APPROVED <br />DATE <br />��to M. ACCEPTABILITY <br />OF �As�r Q�j THIS DESIGN AND/OR <br />R.PINLAC <br />08.23.19 <br />SUBTITLE <br />PFP SPAR PAINT - EXHAUST STACK SUPPORT <br />SECTIONS AND DETAILS <br />CURRENT REVISION <br />W5983281 <br />SYMBOL <br />B <br />DATE <br />11.19.19 <br />A <br />PFP SPAR PAINT BOOTH 1 AND 2 - IFC W5983281 <br />HG <br />RLT <br />11.19,19 <br />RHECKED <br />11.19,19 <br />SHEET <br />SPECIFICATION IS APPROVED <br />ENGINEER <br />B <br />PFP SPAR PAINT BOOTH 1 AND 2 IFP W5983281 <br />HG <br />RLT <br />11,19.19 <br />�AF <br />_ x APPROVED BY DEPT, DATE <br />53436 w� <br />K. WITT <br />11.19.19 <br />TITLE PFP SPAR PAINT BOOTH 1 AND 2 <br />BUILDING 40 058 <br />S591-05 <br />CHECKED <br />A. WARNER <br />11.19.19 <br />APPROVED <br />JOB N0. <br />COMP N0. <br />STE4$�' <br />�sSjoNAL <br />R. PLUCINSKI <br />11,19.19 <br />I��/2o/2ois <br />STRUCTURAL MASTER EVERETT, WA <br />W5983281 <br />APPROVED <br />R. TH RTYACRE <br />11.19.19 <br />DWG No. 40-058-S591-05 <br />