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GENERAL NOTES <br />LL DECKING TO <br />st [if w MATCH <br />N EXISTING — <br />N _I <br />W <br />U_ <br />Ll <br />W <br />CV � <br />W <br />Li l}i <br />4 o S591-03 <br />J <br />LL <br />2'-6" <br />r_F**4� <br />S591-03 S591-02 <br />Cn <br />Ui <br />0 <br />U <br />11L <br />(E) HSS8x2x3/8 <br />CATWALK FRAMING <br />ENLARGED PLAN <br />SCALE: 3/16" =1'-0" <br />GUARDRAIL POST, SEE <br />DETAIL 6/S591-04. <br />CENTER POST ON C10. <br />C10 <br />FIXED GUARDRAIL <br />SECTION <br />SCALE: 1" =1'-0" <br />Ui L1 <br />0 0 <br />T-13/8" <br />4 00 <br />I <br />ME <br />b <br />1 /4" <br />(MAXIMUM) <br />1/4 E HSS8x2x3/8 <br />PL114x4 TOE PLATE ( ) <br />114 <br />DECKING TO C10 (E) HSS4x2 <br />MATCH EXISTING, <br />NOTCH AT POST <br />PL3/8"x8"x0'-10" CENTER <br />PLATE ON HSS4x2 <br />114 <br />S591-13 <br />SHEAR TAB CONNECTION <br />WITH HORIZ SSL HOLES <br />SEE F/S591-02 <br />SECTION <br />SCALE: 1" =1'-0" <br />PL3/8x2x0'-10" ' v 1/4 <br />S591-13 <br />1. PIPE RACK LOADS. <br />GRAVITY: <br />DESIGN LOAD = ACTUAL MECHANICAL WEIGHTS <br />SEISMIC: DESIGN FORCE PER ASCE CHAPTER 13 <br />ap = 2.5 <br />Rp = 4.5 <br />Fp = 0.352xWp =18 KIPS (STRENGTH LEVEL) <br />2. ALL STEEL SHALL BE PRIMED AND PAINTED WITH NON -REFLECTIVE PAINT. <br />SEE ARCH SPECIFICATION FOR PAINTING REQUIREMENTS. <br />CITY OF EVERET T <br />REVIEWED FOR PERMIT <br />ISSUED FOR PERMIT <br />Our difference <br />is engineered. <br />www.harrisgroup.com <br />6 <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 />�� OF WAS'$l Q <br />ACCEPTABILITY <br />THIS DESIGN AND/OR <br />SPECIFICATION IS APPROVED <br />DRAWN <br />R.PINLAC <br />DATE <br />11.19.19 <br />SUBTITLE <br />PFP SPAR PAINT -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 - IF% W5983281 <br />HG <br />RLT <br />11.19.19 <br />CHECKED <br />R.PINLAC <br />11,19,19 <br />SHEET <br />PFP SPAR PAINT BOOTH 1 AND 2 - IFf' W5983281 <br />�� <br />x � <br />�0 �t <br />53436 <br />�o� ��GISTEg�� ' <br />S <br />`rIQNALAPPRO <br />S591-13 <br />B <br />HG <br />RLT <br />11.19.19 <br />APPROVED BY <br />DEPT. <br />DATE <br />ENGINEER <br />K, WITT <br />11,19,19 <br />TITLE PFP SPAR PAINT BOOTH 1 AND 2 <br />BUILDING 40-058 <br />STRUCTURAL MASTER <br />EVERETT, WA <br />CHECKED <br />A, WARNER <br />11.19.19 <br />JOB N0. <br />W5983281 <br />COMP N0. <br />APPROVED R. PLUCINSKI <br />11.19.19 <br />VIED <br />R. THIRTYACRE <br />11.19,19 <br />DWG NO. <br />40-058-S591-13 <br />1/20/2019 <br />