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T <br />FACE OF WEB <br />T 2 3/4" 2 3/4" <br />TTCONN <br />HIICKN SSE pl" �'/2 BOLT 0 MIN <br />PER SCHEID <br />T/STL <br />D 0 <br />0 a0 '_1w d zw <br />z W �0 <br />I� a ro ``yn0 I <br />WOR �� O <br />HSS COL <br />COPE FLANGE <br />WHERE REO'D <br />SIZE AND NUMBER W PER <br />OF BOLTS PER W SCHED <br />SCHED <br />BEAM TO COLUMN BEAM TO BEAM <br />NOTES: <br />1. SHORT SLOTTED HOLES MAYBE USED AT ALL COLUMN CONNECTIONS AS AN OPTION. <br />STANDARD BOLTED CONNECTION SCHEDULE <br />BEAM SIZE <br />NUMBER AND SIZE <br />MI <br />THIN PLATE <br />CKNESS <br />WELD SIZE <br />OF BOLTS REQUIRED <br />•'tPL" <br />"W" <br />W6, C4, C6, C7 <br />(2) 314"0 @ 2" GA <br />111. <br />3/16" <br />W8, C8, C9 <br />(2) 3/4"0 <br />1/4" <br />3/16" <br />W10, C10 <br />(2) 3/4"0 <br />1/4" <br />3116" <br />W12, C12 <br />(3) 3/4"0 <br />1/4" <br />3116" <br />TYP STANDARD BOLTED BEAM CONN (3/4" AND 1" DIAMETER BOLTS <br />NO SCALE <br />c�+b �ayl <br />. . <br />NOTES: <br />I <br />1. REFER TO ARCH DRAWINGS FOR STAIR LOCATION AND DIMENSIONS. <br />BENT STEEL PANS <br />2. 14 GA BENT PL TREAD / RISER. <br />PER PLAN <br />3. 1/4" CHECKER PL OVER 1 1/2" - 20 GA TYPE B STEEL DECK. <br />L1-L2 STAIR PARTIAL PLAN <br />"" <br />3 <br />MIN <br />/ <br />CHANNEL PER PLAN <br />CHECKER PL <br />HSS PER PLAN <br />3/8" RADIUS <br />PER PLAN <br />BENDS <br />" <br />CHANNELPER <br />�1/2" <br />N <br />— <br />A -A <br />l� <br />I II <br />PLAN,TYP <br />DECK PER PLAN <br />II <br />I I <br />STRINGER PER <br />L3x3x1/4 <br />CHECK PL PER PLAN <br />PLAN <br />CHANNELPER <br />PLAN <br />CHANNELPER PLAN,TYP <br />PLAN,TYP <br />N <br />PAN TO <br />3/16 <br />2-12 <br />STRINGER <br />1/S 1 TYP <br />3/16 <br />2-12 <br />DECK PER PLAN <br />BENT LIP <br />L3x3x1/4 <br />TO <br />1/8 2-12 TREAD <br />3/16 <br />2-12 NS,FS <br />3116 V 2-12 SECTION A -A <br />TYPICAL TREAD/RISER DETAIL <br />LANDING DETAIL <br />BENT STRINGER DETAIL <br />STAIR DETAIL <br />5 <br />a6TYPICAL <br />(f�_T�YP�ICAL <br />8 <br />11/2. _ ._o. <br />1 112" _ ,._o. <br />CHANNEL PER PLAN CHANNEL PER PLAN <br />41 HSS PER PLAN W/ I <br />A -A <br />FITTED CAP PL 1/4 <br />I I <br />CHANNELPER <br />3/16 <br />GQQ <br />l� PLAN,TYP <br />I <br />PL1/4x3x6'-8" <br />HSS PER PLAN W/ <br />FITTED CAP PL 114 <br />mi <br />3/16 <br />A -A <br />W F BEAM PER <br />PLAN <br />NI <br />PLAN PLAN (SIM, ROTATED) <br />F <br />3/16 <br />3/16 <br />CHANNEL PER PLAN <br />n <br />BOLTS PER 1/S-3.3 <br />N <br />`y <br />m <br />(3) SIDES <br />3/16 <br />8 <br />3/16 <br />I <br />L4x4x1/4 W/ (3) <br />sI <br />L3x3x1/4 <br />I I <br />STIFFENER PL1/4 <br />@4"OC <br />HSS BEYOND <br />3/16 <br />3/16 <br />SECTION A -A <br />EX COL <br />L4x3x' <br />EMBE <br />STRINGER PER <br />1" <br />ACROSS <br />FLAT - <br />3/16 <br />ALL <br />SIDES <br />® ® <br />PL1/2x9x0'-9" <br />AISC RECOMMENDED <br />® <br />BASE PL HOLE SIZE <br />PLAN <br />PROVIDE FINISHED SURFACE AT COL <br />END AND PLATE TOP FOR BEARING <br />1/2"Ox1'-4" SMOOTH <br />DOWEL BAR @ 12" OC W/ <br />8" EMBED W/ HILTI HIT -RE <br />zl T-0" \;�\�� ` 500 V3 AT EX SLAB <br />NOTES: <br />1. SEE 1/S-3.3 FOR INFORMATION NOT SHOWN. <br />0 <br />STAIR DETAIL STAIR DETAIL BOT OF STRINGER DETAIL HSS COLUMN BASE PLATE <br />9 1" _ 6,. 1 1" _ 1,-0" 11 2' _ 0.. 12 NO SCALE <br />a <br />HSS POST PER PLAN <br />(4) 112"0 F1554 GR36 ANCHOR RODS. ATof <br />g <br />CONTRACTOR OPTION, PROVIDE <br />= <br />THREADED RODS W/ HILTI HIT -RE 500 V3 <br />0 Z' <br />AND 7" MIN EFFECTIVE EMBEDMENT <br />0 0 <br />0 (af <br />0 <br />(4) #4 EA WAY T&B <br />I c� <br />T/EX SOG <br />B/EX SOGo - <br />B/FTG <br />U <br />W <br />U/ <br />10 <br />L�/ <br />L <br />N � <br />Q <br />LU <br />ZO <br />ZOC) <br />Qa <br />U <br />s� <br />N <br />^ <br />CL <br />J <br />0, N <br />O0 O] <br />ZAP ENERGY <br />Opus Seaway <br />Floor 1 & 2 <br />2300 Merrill Creek Pkwy <br />Everett, WA <br />DESIGN: <br />DRAWN: <br />CHECKED: <br />NO.: 2300091 <br />WAYNE <br />AASy� o�I� <br />c <br />Pp ''Pp 48649 <br />F�SS'ON �A <br />till^I� <br />ANo Issue DesCNutIon Date <br />PERMIT SET 02-17-2023 <br />STAIR PLAN & DETAILS <br />S-3.3 <br />