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GRATING PER PLAN & STRUCTURAL <br />NOTES W/ ABRASIVE NOSING AT <br />NOTE. 1 3/4" STAIR EDGE STRINGER PER PLAN r®---- <br />DO NOT DRILL INTO EXIST GRATING PER PLAN &STRUCTURAL <br />STRINGER PER PLAN HOLLOW CORE PANEL. EXTEND GRATING OUT FOR 1/4" CAP PLATE GRATING PER STRUCTURAL NOTES W/ ABRASIVE NOSING AT 1 3/4" <br />TOP STAIR NOSING NOTES, NOTCH AT STAIR STAIR EDGE <br />NOTE: —®®®®� <br />BEAM PER PLAN &SHEAR TAB STRINGER <br />(3) SIDES DO NOT DRILL INTO EXIST 1/4 L1 4 <br />HOLLOW CORE PANEL. 1 4 CONNECTION PER DETAIL 8 1/4 1 4 <br />1/4" CAP PL (2) 1/4"� SIMPSON TITEN SCREWS %3 16 <br />W/ 2" EMBED INTO SLAB 1/4" CAP PL 1/4" CAP PL TO STEEL <br />(4) 1/4 SIMPSON TITEN I I STEEL COLUMN TO STEEL TO STEEL PL 5/16 x 4 1/2 x 0'-6" <br />EXISTING TOPPING _ SCREWS W/ 2" TREAD I I PER PLAN REFER TO ELEV REFER TO ELEV REFER TO El <br />SLAB THICKNESS L®®� EMBED INTO SLAG j I I I I I I NOTCH W/ (2) 3/4" BOLTS <br />VARIES 2"-4" L3 x 3 x 1/4' x 0'-6 SHIM OR GROUT 11 1 1/2 EXISTING TOPPING I I I I I <br />BENEATH ANGLE FOR FULL BEARING RASE PL 1/2 x 8 x 0 -8 I I TYP SLAB THICKNESS STRINGER PER PLAN _ ®_ - - I I I i i I I REQ ®GER AS STRINGER PER PLAN + I <br />1 1 I I r--- <br />VARIES 2"-4" L---__i I I i I L----®J <br />_._ w__.......:. _. _. <br />1/4" CAP PL <br />........,. r �., ....... <br />I I BE <br />AM PER PLAN &SHEAR TAB <br />----- I STEEL BEAM <br />CONNECTION PER DETAIL 8 <br />I 3 <br />:.. __—_ ----- <br />i �_ � I I I � � PER PLAN <br />j 12" <br />f STEEL COLUMN <br />,..... .. _ __. I I PER PLAN <br />GAP I <br />PL 5/16 x 4 1/2 x 0 -6 I I <br />i I W/ (2) 3/4" 0 BOLTS <br />EXISTING HOLLOW <br />CORE. PANEL 1/2" LEVELING GROUT EXISTING HOLLOW CORE PANEL STEEL COLUMN I I I I <br />PER PLAN <br />L T I �TA I TTITIL I IL STAIR DETAIL <br />SCALE. 1- 1 0 SCALE. 1 1 0 SCALE. 1 1 0 <br />STRINGER PER PLAN r----- STRINGER PER PLAI <br />L - — — — <br />GRATING PER STRUCTURAL GRATING PER STRUCTURA <br />NOTES, NOTCH AT STAIR _ NOTES, NOTCH AT STAII <br />r_ <br />STRINGER — STRINGEI <br />L_--- <br />14 <br />TO STEEL TO STEEL <br />REFER TO ELEV REFER TO ELEV <br />I <br />SHEAR TAB CONNECTION <br />PER DETAIL 9 STEEL BEAMS <br />PER PLAN <br />STEEL_ BEAM'. <br />PER PLAI. <br />1 1/2" STANDARD PIPE <br />(1.9" OD) TOP RAIL <br />C <br />UJI <br />1 8 TYP <br />I I <br />I <br />i I <br />1 1/2" STANDARD <br />PIPE (1.9" OD) <br />I <br />INTERMEDIATE RAIL <br />I <br />z <br />I <br />I <br />1 1/2" STANDARD PIPE <br />0 <br />1 <br />(1.9" OD) HANDRAIL <br />u- <br />I I <br />POST @ 4'-0" OC MAX <br />w <br />� <br />3/8" STIFFENER <br />I ILATTACH <br />" (2.38" OD) x 8", <br />PLATE <br />STS W/ (2) <br />BOLTS & <br />PL 3/8 x 3 1/2x 0'-6" <br />AINING CAP <br />w/ (2) 5/8"0 BOLTS <br />OMTREADS <br />PERSTRUCTURAL <br />NOTESIITYP <br />L_ <br />L_J <br />STRINGER PER <br />PLAN <br />1/4 <br />1 <br />3/16 <br />ALL AVAILABLE EDGES <br />GAP <br />r <br />T I <br />I <br />TAIL <br />� d <br />___.._ _ ._.. .. _.. <br />BID <br />CONST <br />RECORD <br />�'j® <br />PHONE (425) 778-8500 <br />425.257.8800 everettwa.gov <br />ACTION <br />DATE APRVD ACTION <br />DATE APRVD ACTION DATE APRVD <br />/03/ <br />FAX (425) 778-5536 <br />1/4" CAP <br />PLATE - <br />HSS COLUMN <br />PER PLAN <br />SCALE: 1" = V-0" SCALE: 1" = V-0" <br />1/2" GRATING PER PLAN & <br />GAP m NOTES COPE FLANGE <br />AS REQ'D <br />o <br />1/2" <br />e � <br />GAP rl <br />Ii <br />II <br />II <br />I `n <br />II <br />SCALE: 1 1/2" m V-0" <br />1 1/2" STANDARD PIPE <br />(1.9" OD) TOP RAIL <br />1 8 TYP <br />I <br />I I <br />1 1/2" STANDARD <br />I I <br />I I <br />PIPE (1.9" OD) <br />INTERMEDIATE RAIL <br />TOE KICK PL <br />1 I <br />3/16 x 4 x CONT <br />1 j <br />1 1/2" STANDARD PIPE <br />� <br />1 I <br />(1.9" OD) HANDRAIL <br />`L' <br />1/2"0 U-BOLT <br />I <br />POST @ 4'-0" OC MAX <br />3/8" STIFFENER <br />I I <br />PLATE <br />2" STD PIPE (2.38" OD) x 8", <br />PL 3/8 x 3 1/2 x 0'-6" <br />ATTACH POSTS W/ (2) <br />w/ (2) 5/8"0 BOLTS <br />I I <br />3/8" 0 THRU BOLTS & <br />PROVIDE DRAINING CAP <br />I <br />PLATE BOTTOM <br />3 16 <br />I <br />3 16 <br />TYP <br />F- <br />�e <br />L <br />STRINGER PER <br />PLAN 1/4„ <br />1„ <br />\-3/16 <br />3 16 <br />V ALL AVAILABLE EDGES <br />I <br />IL <br />T I <br />SCALE: 1 1/2" 0 V-0" <br />� I I <br />w <br />I I <br />NOTE: I I <br />FOR NOTES & DETAILS NOT I I <br />SPECIFICALLY CALLED OUT I I <br />REFER TO DETAIL 11: I I <br />en j I <br />I <br />Lu TOE KICK PL I I <br />3/16 x 4 x CONT I I <br />I <br />1/2" 0 U-BOLT 1 I <br />EXISTING GRATING <br />GRATING PER <br />PLAN AND NOTES <br />STEEL BEAM <br />1 PER PLAN <br />