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BASE FE. '4" IN/
<br /> PER ,Iii (2)'4114)ANCHOR BOLTS
<br /> MASONRY WALL PER PLAN.
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<br /> PLAN .,,,,, ...- 6 EMBED 6," INTO FIG.
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<br /> DOWELS TO MATCH REINFORCE PER GENERAL HSS COLUMN /OM IL H55 COLUMN PER PLAN. ii2IE.
<br /> SIZE AND SPACING EQ EQ NOTES AND TYPICAL DETAILS
<br /> AT
<br /> 1
<br /> PER PLAN SEE 2/54.1 FOR CONNECTION SEE DETAIL I/S4.1 FOR
<br /> OF iNALL REINF. / / / ON 54.0,U.O.N. TO CMUINALL ABOVE INFORMATION NOT NOTED
<br /> (ALTERNATE HOOK -1,4 0 PER
<br /> DIRECTION) LAP SPLICE PER 5/54.0 ,..,..- -,::-,,,,,,-
<br /> PLAN. II/2" NON-SHRINK GROUT se
<br /> SECTION A % r #4 DOWEL x I
<br /> PROVIDE BOND BEAM NN 4,?, 24" '''''''' 11 '
<br /> , -,•,-,
<br /> :-;...,\',A-- ,) (3) SIDES
<br /> .1 ' :, , ISOLATION JOINT PER 12/53.2 (2)#4 HORIZ. BETWEEN / @ lb"O.C.ALTERNATE
<br /> AT SLAB LEVEL '' #4 DOWEL x --I @ 16" O.C. (E)OR NEW CMU I, --,\--,V4 Vr TYR „,. ,-:,‘ MASONRY WALLS 2" HOOK DIRECTION IN FOOTING
<br /> , WALL PER PLAN 1\i‘,: \:\'\'''I (E)MASONRY WALL -,.., IA
<br /> EXTERIOR FINISH , \ SLAB-ON-GRADE (CONC.NALL li',... 0 Ii2" '''' I SLAB-ON-GRADE CLR.
<br /> AN'''' <11 A > ,1 t., PER PLAN EXTERIOR FINISH SLAB-ON-GRADE
<br /> GRADE PER CIVIL—\ „ . ..., PER PLAN (E)SLAB-ON-GRADE \ -',...,,,i, p
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<br /> 111 0 4•4''''.,-
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<br /> 1021..'"1-Rult41.1174' ' INSULATION WHERE OCCURS ,,. ‘',\\
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<br /> ,\K•'N. 1 1 THREADED ROD =9`.' § t, _,,:,.:1:1: 8 REINF.PER I/54.1 0
<br /> EPDXY ANCHOR dZI LL .=-- ILI.,,\W"'''',:l C——- 0. \ NO. • • •
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<br /> FOOTING DRAIN, co _I (E)CONTINUOUS FOOTING 8,, an aii CO —I CONTINUOUS PERIMETER
<br /> ,) / • / / CLR. 0
<br /> PER ARCH., (VERIFY) EQ. 6" E0.
<br /> / / / / MASONRY (ALL FOOTING
<br /> ov WAS
<br /> CIVIL OR (5)#4 HORIZ.(U.O.N.) FOOTING SIZE
<br /> SECTION A fLEVATION / (2) #5 CONT.AT FOOTING S . flit '..,
<br /> CONTRACTOR PER PLAN 4 /V ‘1%* - /
<br /> EQ. *-
<br /> SCHEDULE
<br /> / ,.t.. 9k.„4v,,,.
<br /> 21-0" Nt,
<br /> 40N. .
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<br /> SCALE:NONE I TYPICAL H55 COUJMN AT MASMY HALL SCALE:NONE 2 H55 COLUMN FMNDATION AT(E)MASONRY PALL SCALE:3/4"..I'0" 5 TYPICAL PERWTER FOUNDATION AT MASONRY WALL OPENING SCALE:NONE 4 E
<br /> 0
<br /> N
<br /> q(22
<br /> .2
<br /> TYP. r * CONT.VERT.JAMB z 0
<br /> #4 EPDXY DOWELS 14 REINF.AT END OF WALL —Pi a)c..4 c,„ •,.,
<br /> --
<br /> x 5-0" @ 16" O.C. 14 6, / (LOCATE NEXT TO POCKET)
<br /> 0 %/AMU%%PAPAW >'
<br /> (5"EMBED MIN.) N 8/54.1
<br /> A v 4_1„ I-- _ \
<br /> In 1=1110111n 'cn"
<br /> .., Ai , COMPOSITE FLOOR DECK I ,4 MASONRY INALL PER PLAN
<br /> cn P A I I W/MA VAVAIA \
<br /> 24" \''
<br /> PER PLAN,ATTACHMENT 5/
<br /> yi/ I"END kb 1
<br /> 1 41 FACE PLATE PER 6/54.1 CN LLI........
<br /> \ \ TO SUPPORTS PER 2/55.2 RETURNS 54t, ,-___ MASONRY WALL
<br /> N kN #4 DOWEL x I , ,
<br /> -- lilllim..- ADDED BOND BEAM REINF. PER PLAN
<br /> ,•',".'1 ,,,: @ lb"0.C.,EMBED ....•
<br /> d UNDER BEAM POCKET x ,
<br /> (E)MASONRY NALL N Ki. 5"ovi EPDXY MASONRY WALL \ \
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<br /> SLAB-ON-GRADE \ 6, _1 C8x 18.15
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<br /> . _ _ UNDER BEAM POCKET 12” LONG BEAM POCKET pr I/4 5"
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<br /> 2)#6x61-0" ASTM A106
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<br /> v BR6.It i"x1/2"
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<br /> BEAM RENF.AT \ \
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<br /> (E)CONTINUOUS FOOTING ATTACHED TO WALL • • - - in g 10 ;I* k
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<br /> \ MASONRY WALL
<br /> EPDXIED @ lb"O.C. A ---.....,,,,,..._
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<br /> (5" EMBED MIN.) -ii-
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<br /> IIIIIIIIIIk
<br /> SCALE,5/4'1=11-0" 5 'TYPICAL PERIMETER MASONRY WALL AT FLOOR DECK SCN-E:NONE 6 TYPICAL MASONRY 1NAU.B4D BEAM POCKET DETAIL SCALE NONE i DRA651RUT FACE PLATE SCALE:NONE 5
<br /> 546 H55 COLUMN PER PLAN MASONRY WALL
<br /> PER PLAN QUANTUM
<br /> #4 EPDXY DOWELS BASE FE 54"x-111x1'-0" ((E)MASONRY -7-4-7-
<br /> x 51-0" @ 24" O.C. (BASE Ft 1"x'l"x11-2" , I 5on WALL AT SIM.) #5 EPDXY DOWELS CONSULTING ENGINEERS
<br /> 51-14"14-GRADE AT(E)--iMAWN:4\,s,,,,,s:11ALL x 31-0"@ 12" O.G.
<br /> 30•1— N i
<br /> (5" MIN.EMBED) #4 EPDXY DOWELS @ H558x8) 1 #4 DOWELS x I \
<br /> (6" MIN.EMBED)
<br /> @ 18"0.C.E.F. / .. 1511 THIRD AVENUE
<br /> I I
<br /> COMPOSITE FLOOR DECK (5" MIN. EME3ED) II/2"NON-SHRINK GROUT w / /
<br /> tY _, / / CLOSURE STRUCTURAL TOPPING SEATTLE,WA 98101
<br /> PER PLAN,ATTACHMENT 2"2";
<br /> /,,....„„, STRUCTURAL TOPPING w
<br /> TO SUPPORTS PER 2/55.2 MASONRY WALL STRUCTURAL TOPPING w/ CONCRETE I SLAB vi/REINFORCING FINISH GRADE y
<br /> liv 995577:3399(0)01
<br /> 1 www.quantumce.com
<br /> (DECK DIRECTION PARALLEL PER PLAN REINFORCING PER PLAN SLAB-ON-GRADE PER PLAN PER ARCH. %*0- (:'
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<br /> IPA1E/RREPILNAFONRCING TEL206.957.3900220066..
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<br /> (E)MASONRY WALL MNAI TO 'MALL AT 51M.) PER PLAN--.... / / cn
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<br /> PER PLAN , Ms',‘-'<',.: (I 1 It ' \
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<br /> PROVIDE BOND (4)54'10 ANCHOR RODS 111 I 54"4>x8" INH5 11j.L2. c:1 .
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<br /> BEAM REINF.AT @ q"O.C. . - @ 21-0"O.C. -0 I— .'"'
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<br /> HOLLOW CORE PLANK ff. 14"x21/2"x21/2"WASHER, \ HOLLOW GORE CONTINUOUS o ,--. z E w
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<br /> PLANK PER PLAN BACKER ROD 34"x1/4"NEOPRENE .. z
<br /> PER PLAN TYP. - -. u) Z
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<br /> BEARING STRIP En
<br /> 8 < 6 <
<br /> A A 3"BEARING
<br /> CONTINUOUS BACKER ROD . . I+ CONTINUOUS /,/ "E
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<br /> BEAM PER PLAN a)
<br /> L.•* ig*1\IL NOTE: • • '''-------"---------....___s_._
<br /> BEAM PER PLAN
<br /> i' DO NOT BACKFILL SOIL 5,, EMBED CONNECTION 7-77-71"}77,7I d
<br /> UNTIL HOLLOW CORE PER 12/55.0 -
<br /> CONC.WALL PER PLAN Drawing:
<br /> l' PLANKS AND TOPPING 1, ((E) MASONRY/CONC
<br /> ',- SLAB ARE INSTALLED CONC.WALLHALL AT PER PLAN SIM.)
<br /> 6816 Evergreen Way- B1206-014 S4. 1
<br /> i
<br /> Ll TYPICAL PBRIMIER MASONRY WALL AT FLOOR DECK SCALE:NONE Ci HOLLOK oore PLANK ED6E TIE TO MASONRY ViALL SCALE:1".11-0" I 0 HOLLati CORE FLAW EDGE TIE TO CONCRETE WALL I
<br /> SCALE: I".I I-01 I I Hou-ai com PLANK END BEARING C14 STEEL BEAM SCALE:111=11-0" 12 Job Number.
<br /> 12104.01
<br />
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