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NOTE <br />T.O.W. EL. PER ARC <br />NI <br />(E) L <br />T.O.W. EL. <br />PER ARCH. <br />A <br />WA <br />PROVIDE 0 E BOND BEAM REINF. <br />METAL ROOF PECK <br />PROVIDE BOND BEAMNN <br />L3/2x2%2x% (LLH) <br />AT TOP OF WALL <br />PER PLAN, ATTACHMENT <br />�` <br />I <br />REINF. AT TOP OF WALL <br />,` <br />` <br />BETWEEN JOISTS (TYP.) <br />/ <br />s 2 <br />MASONRY WALL PER PLAN <br />TO SUPPORTS PER 2/55.0 <br />° <br />MA50NRY WALL PER PLAN <br />JOIST TO ANGLE <br />/g 2 <br />3/4°� THREADED ROD <br />(PECK DIRECTION PARALLEL <br />L TO L <br />METAL ROOF DECK PER <br />X <br />TO WALL AT SIM.) --- <br />3 <br />�6 2-12 <br />PLAN. ATTACHMENT TO <br />EPDXIED TO WALL <br />w <br />METAL ROOF DECK <br />METAL ROOF DECK <br />.A� <br />SUPPORTS PER 2/55.0 <br />(EMBED 5" MIN.) <br />Q <br />PER PLAN, ATTACHMENT <br />PER PLAN, ATTACHMENT <br />ti <br />TO SUPPORTS PER 2/55.0 <br />EL. PER ARCH. — _ — — — — — <br />—, <br />TO 5UPPORT5 PER 2/55.0 <br />w <br />4 ~ <br />(DECK DIRECTION PARALLEL <br />`..,y <br />1 <br />I (DECK DIRECTION PARALLEL <br />J015_T BEARING EL. <br />~.. <br />TO WALL AT 51 M.) <br />PROVIDE BOND BEAM <br />TO WALL AT 51 M.) <br />PER PLAN - - — - - <br />r <br />N <br />REINF. AT ROOF LINES <br />=,N w <br />�I <br />u <br />., <br />IN (N) GMU <br />7 . <br />PROVIDE BOND BEAM <br />STIFF R <br />- - - <br />N. <br />- - - - - - - EL. VA- -RITES— - <br />�; ` - - - <br />- - - - EL. PER ARCH. <br />- - <br />REINF. AT ROOF LINE <br />q .,; <br />~ <br />3�6 <br />TO <br />ANGLE <br />L7x4x /e CONT. (LLV) <br />3 32" <br />STIFFENER fE BEYOND <br />32" <br />PER ARCH. i" <br />MASONRY WALL <br />PROVIDE BOND <br />PER PLAN <br />NIN <br />BEAM REINF. AT <br />ROOF LINE <br />` <br />L4x4x%4 235 LEDGER <br />L4x4x/4 LEDGER (TYP.) <br />L7x4x3/S x CONT. (LLV) <br />zz <br />OPEN WEB J015T <br />ATTACHED TO WALL W/ %"� <br />THREADED ROD EPDXIED <br />\♦ <br />ATTACHED TO WALL w/ <br />3/4"0 <br />ATTACHED TO WALL <br />\; <br />PER PLAN <br />`, ~ <br />THREADED R005 <br />I <br />w/ 3/4"� THREADED ROD <br />�`'' ' <br />` <br />32" O.G. (EMBED 5" MIN.)` <br />EPDXIED @ 32" O.G. <br />EPDXIED @ 32" O.G. 4 PER <br />OPEN WEB J015T <br />(EMBED 5" MINIMUM) <br />11 <br />SECTION A (EMBED 5 MIN.) <br />PER PLAN <br />\ <br />N <br />DRY PACK AS NEEDEDt <br />V4" STIFFENER CENTERED <br />NOTE. <br />FOR FIRM BEARING <br />UNDER EACH J015T <br />SECTION A <br />AT SIMILAR CONDITION, LOW <br />BEHIND ANGLE <br />ROOF AND GMU WALL ARE (E) <br />TYPICAL PERIMETER MASONRY WALL AT ROOF DEGK <br />SCALE: NONE <br />TYPICAL INTERIOR MASONRY WALL AT ROOF DEGK <br />SCALE: NONE <br />:2 <br />TYPICAL ROOF JOIST AT MASONRY WALL <br />SCALE: NONE <br />I" <br />CLR. <br />MA50NRY WALL <br />TYP. <br />PER PLAN <br />4" <br />FILL BEAM POCKET <br />COMP051TE FLOOR <br />TYP. <br />w/ GROUT <br />DECK PER PLAN <br />BEAM PER PLAN <br />X <br />LEDGER ANGLE <br />A <br />PER 2/54.2, 51 M. <br />Rx <br />52" I <br />/4 <br />N 4JL <br />I i <br />i <br />�� <br />4 <br />PROVIDE ADD'L BOND <br />BEAM REINF. x &'_0" LONG, <br />�� NON -SHRINK <br />5 <br />CENTER LENGTH BELOW <br />GROUT <br />r <br />w <br />BEAM POCKET <br />BEARING fE 3/ "x5"x1'-2" <br />ADD'L (2) #5 VERT. @ 8" O.G. <br />W/ (2) 3/4"0 ANCHOR BOLTS <br />1'-4" POCKET <br />BELOW BEAM POCKET <br />(IV21' WIDE f. AT <br />CONTINUOUS BEAM) <br />WGTIO IN <br />DETAIL <br />SCALE: NONE <br />DETAIL <br />SCALE: NONE <br />TYPICAL STEEL BEAM POCKET IN MASONRY WALL <br />50ALE: NONE <br />3" <br />5j6 v <br />TYP. <br />/4 <br />CONT. VERT. JAMB <br />=�� <br />,;f, <br />` <br />�.� <br />REINF. AT END OF WALL <br />_ <br />�� <br />m <br />/4 <br />(LOCATE NEXT TO POCKET) <br />m <br />11 <br />` <br />3 <br />BEARING fE /4 x1 <br />MA50NRY WALL PER PLAN <br />NN <br />w/ (2) 5/4 0 ANCHOR <br />5/6 <br />P _ <br />EMBED PLATE PER 12/54.2 <br />MASONRY WALL <br />PER PLAN <br />BOLTS @ 3" O.C. <br />w/ I" END <br />NN �,;�. <br />(1" EMBED MINN..) <br />RETURNS 5i <br />ib <br />� _ — — <br />AT SIM. CONDITION <br />PLAN <br />16 <br />ADDED BOND BEAM REINF. <br />BEAM PER PLAN <br />UNDER BEAM POCKET x <br />Q <br />;, <br />cv <br />I"(+) NON -SHRINK GROUT <br />6'-0" LONG (2) #3 x • , <br />r f , ' ;f` <br />r , <br />ADD (2) #5 VERT. <br />�-- CSxIS.15@ SIM. <br />CONDITION <br />16 <br />5/6 <br />V4 5' <br />TYP. <br />UNDER BEAM POCKET <br />I'-4" LONG BEAM POCKET <br />SHEAR R PER 4/55.5 <br />546" <br />6 '� <br />�' <br />AT END OF WALL <br />OCCURS WHERE <br />(2) #6x6�_O�� ASTM A7O6 <br />(2) FULL HT. <br />WHERE GMU WALL ABOVE <br />BRG. f' 1"x7/2" <br />W-BEAM OCCURS <br />WELDABLE REBAR IN <br />STIFFENERS. EXTEND <br />MIN. <br />EXTENDS OVER POCKET <br />w/ (2) 3/"�G A.B. <br />BOND BEAM <br />PROVIDE BOLT HOLES PER <br />III i, <br />2 I -0 <br />GROUT POCKET SOLID <br />SECTION A <br />(1° MIN. EMBED) <br />_ <br />5/55.0 WHERE PERP. <br />ALL AROUND BEAM <br />BEAMS OCCUR <br />6" BM. BRG. <br />- <br />in <br />10/54.2 <br />MASONRY WALL <br />BEAM PER PLAN ON �' <br />_ <br />R 3/3x4/2 "x0'-6" <br />(EXCEPT AS <br />PER PLAN <br />NOTED HERE) <br />_ - - <br />,; �, ...-' - <br />f ,� <br />, , m <br />FACE OF <br />/16 <br />� <br />/4 <br />MASONRY WALL <br />(ONE SIDE ONLY @ CHANNEL) � <br />PLAN VIEW <br />EXTEND $ PROVIDE BOLT 2�� <br />'_" <br />IO <br />5 �� —cv <br />12" (2) /6, FULL -HT. <br />SECTION <br />I <br />CITY OF E�lERE <br />HOLES PER 8/55.0 WHERE <br />ST►FF.' S <br />PERP. BEAMS OCCUR. GLR. <br />REVIEWED FOR PEI�M1 <br />P VI <br />TYPICAL STEEL BEAM AT MASONRY WALL. CORNER <br />SCALE: NONE <br />C <br />TYPICAL MASONRY WALL END BEAM POCKET DETAIL <br />SCALE: NONE <br />I Q <br />DETAIL <br />50ALE: NONE <br />DRAGSTRIJT FACE PLATE <br />SOLE: NONE <br />w <br />z <br />O <br />O <br />N <br />O <br />N <br />w <br />z <br />v <br />lu <br />�q <br />0 <br />w <br />o <br />LU <br />W <br />N <br />cv <br />cv <br />m <br />o <br />cu <br />N <br />m <br />E <br />0 <br />U <br />N <br />� U <br />� O Cl ,N <br />(D <br />Q>rn� <br />.QQNN <br />a S' 000 <br />N � ^N <br />LO <br />N <br />co W d. <br />QUANTUM <br />CONSULTING ENGINEERS <br />1511 THIRD AVENUE <br />SUITE 323 <br />SEATTLE, WA 98101 <br />TEL 206.957.3900 <br />FAX 206.957.3901 <br />www.quantumce.com <br />O <br />z <br />O <br />0 <br />U) <br />w <br />QZcc <br />z <br />W <br />z Z a�Q 20 <br />—� > ^'S J W <br />(.5W <br />CL W <br />`r' LLJ <br />Drawing. <br />S4,2 <br />Job Number. <br />17385.01 <br />