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IF PIPE OFFSET IS THAN 2"
<br /> ER
<br /> 11.- PROVIDE STIFFEN RRONTBOTH SIDES
<br /> PIPE OFFSET °`
<br /> EQ TYP EQ TYP OF BM AND WELD BRACE TO 8"MAX
<br /> EQ TYP EQ/// 3/16/� I) 3/16 % STIFFENER CL CL = CD
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<br /> \-\\''
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<br /> I', _ CENTERED ON DECK
<br /> ''''F'\ BY OTHERS > 3/16 I VARIES PL1/2 W/(6)5/8"KB-TZ FLUTES,EMBED 4",TYP.
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<br /> ,\,>
<br /> " TYP> 1 CARBON STEEL MA CENTERED PROVIDE STD HOLES,TYP. EVERETT WASHINGTON
<br /> CEILING ►�% \ \% 3/16 ON DECK FLUTES,EMBED 4",TYP
<br /> 3/16
<br /> PER ARCH 105,600 in•Ibs — PROVIDE STD HOLES,TYP I'
<br /> \1200Ibs\ SECTION B 3/16 G
<br /> (,
<br /> NOTES: NOTES: - I - -
<br /> ,
<br /> I nV I
<br /> - 'ZG
<br /> 1. MAXIMUM EQUIPMENT LOADS SHOWN INCLUDE SEISMIC,AND ARE UNFACTORED. 1. SEE TYPICAL MEDICAL BOOM SUPPORT DETAIL FOR INFORMATION NOT SHOWN. Q.,
<br /> '":7
<br /> TYPICAL MEDICAL BOOM SUPPORT
<br /> BASE MOUNTING PLATE TOP CONNECTION PLATE TYPICAL MEDICAL BOOM SUPPORT AT BEAM TYPICAL BRACE CONNECTION PARALLEL TO DECK FLUTES 7 Architects,A.LA;C
<br /> 1 3/4 -_1-0 2 1 1/2 =1 0 /2"=1'-0" 3/4��=1-0 3 1 1 4 " 5 1 1/2" " '' '
<br /> =1'-0 'yjTEC�
<br /> CL CL 0
<br /> Architecture!Planning/Interior Design
<br /> Portland Seattle Los Angeles Washington DC
<br /> a l `I. p.
<br /> • •
<br /> 925 Fourth Ave.,Suite 2400
<br /> Seattle,Washington 98104
<br /> ,.7/,1_,I,xx xx i E. L
<br /> N, HSS 31/2x3 1/2x1/4
<br /> BM PER PLAN q (PH 206 623 9414
<br /> \ �` SECT I (FAX)206 623 7868
<br /> 3/16 \
<br /> PL3/8x5x5--_ % 3/16 13 -\
<br /> 54 26
<br /> / / / :c..
<br /> W 1 1 2x1 1 2 \ . . Consultants
<br /> CORNER CLIP 11T0 2 \ I iJ
<br /> = %TYP LIFE SAFETY
<br /> _-
<br /> 1/4% ROLF JENSEN&ASSOCIATES
<br /> k\ 111111111111. PLATFORM CAP PL5/16x6"0-8" N 19125 North Creek Parkway,Ste 120
<br /> \ WP BOS11
<br /> ' Bothell,Washingtion 980
<br /> V / ///' c CLR - \ '
<br /> (� � 7-1/2" �-� � � � , 1/2 BRG
<br /> -+� , 3/16 1 T B j _ j CIVILENGINEER
<br /> VMagnusson Klemencic Associates
<br /> 1 / III I I SECTg
<br /> 1
<br /> 1 TO 2 J PLATFORM / 1301 Fifth Avenue,Suite 3200
<br /> �, Seattle,Washington 98101-2699
<br /> TYP ° -- r
<br /> ---� - r—�3/16% / oC 2 � BOS ! I■I 9
<br /> 2� EE. S4.26 I - MOUNTING PL B_—_�
<br /> w
<br /> > / / j BY OTHERS
<br /> PL3/8x4x0'-5" �„ l LANDSCAPE ARCHITECT
<br /> ( \
<br /> Site Workshop
<br /> \— -—-— -—-— -— L4x3x3/8x1'-1 1/2" 1 L3x2x3/8 927 Post Alle
<br /> FIELD WELD ANGLE AS y
<br /> L.L. 3/16 REQD SEE NOTE 3- - Seattle,Washington 98101
<br /> TYP/i16/] ._
<br /> _ ,, I I I \= j j MOUNTING PL BEYOND STRUCTURAL ENGINEER
<br /> __I I s ADDL HANGERS Magnusson Klemencic Associates
<br /> = _ -' &CONFIGURATION SECTION B 1301 Fifth Avenue,Suite 3200
<br /> , c- - � c= HSS 31/2x31/2x1/4 \ PER PLAN Seattle,Washington 98101-2699
<br /> T
<br /> MECHANICAL ENGINEER
<br /> NOTES:
<br /> HSS 3 1/2x3 1/2x1/4
<br /> CDi Engineers
<br /> � 4200 194th Street S.W,Suite200 �_
<br /> 1. SEE TYPICAL MEDICAL BOOM SUPPORT DETAIL FOR INFORMATION NOT SHOWN. (3/16)
<br /> Lynnwood,Washington 98036 a
<br /> TYP>114/ (3/16) (-------<TYP
<br /> TYPICAL MEDICAL BOOM SUPPORT AT DEEP BEAM SECTION SECTION ELECTRICAL ENGINEER
<br /> 6 = 7 1 1/2"=1'-0" " 1 1/2"=1'-0" 720 Olive Way,Suite 1400
<br /> 3/4" 1 0 SPARLING
<br /> Seattle,Washington 98101-18101
<br /> EQ TYP EQ TYP EQ TYP EQ TYP -_- <015?
<br /> .9 a--
<br /> - GENERAL CONTRACTOR
<br /> ///1 3/16% (4)34"0 HILTI M.A.Mortenson Company
<br /> /� - HSS 3 1/2x3 1/2x1/4 KWIK TZ BOLTS 14719 N.E.29th Place
<br /> 9' ••, ,. �•a - p° °� •• ■.• ,- s4.26 W/3 3/4..EMBED Bellevue,Washington 98007
<br /> %-a /I \ \ Win
<br /> 1 °I. PER MFR /%1 1/2",TYP AT EACH SUPT
<br /> �� CL / - - /
<br /> _I i N Revisions
<br /> S4.26 I o -
<br /> WCP 145 5/30/14
<br /> LLI
<br /> o I
<br /> PLAN VIEW
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<br /> `'"' 1 TO 2 STD GAGE CENTERED ON V
<br /> \A (3/16) 6 '
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<br /> PROVIDE STD HOLES,TYP. 5/16
<br /> III CONC LAB ABOVE
<br /> 3/16
<br /> PL 3/4(A36)
<br /> / SII HSS 31/2x31/2x1/4 C 1/4\ %TYP
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<br /> 3/16 N e 3/16 <TYP BOS 3/16 I%
<br /> %TYP
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<br /> � 3/16
<br /> MOUNT PL1/2 MEDICAL BOOM c, 3/16 I
<br /> 'IXBY OTHERS >
<br /> CEILING 600 lbs--�-- . \ \J
<br /> % 3/16 NOTES:
<br /> J
<br /> 3/16 SECTION A CAP PL 1/4,TYP
<br /> PER ARCH \,,_ 49,200�n•Ibs 1. CONTRACTOR TO COORDINATE FRAME HEIGHT WITH ANESTHESIA BOOM
<br /> ,600 lbs , REQUIREMENTS AND DEPTH OF ADJACENT STEEL FRAMING MOUNTING PL BEYOND
<br /> 2. DETAIL MAY BE USED FOR CONCEALED OPERATING ROOM LIGHT BOXES.
<br /> NOTES:
<br /> 3. CONTRACTOR TO ENSURE MOUNTING PLATE IS LEVEL WITHIN(v/-0.1")PER
<br /> 1. MAXIMUM EQUIPMENT LOADS SHOWN INCLUDE SEISMIC,AND ARE UNFACTORED. ANESTHESIA BOOM REQUIREMENTS.
<br /> TYPICAL LIGHT BOOM SU0
<br /> PP RT SECTION SECTION LARGE EQUIPMENT SUPPORT FRAME Drawing Title
<br /> 11 12 131/2"=1.-0" TYPICAL MEDICAL
<br /> 3/4"=1,-0" 1 1/2"=1'-0" 1 5 1 1/2"=1'-0"
<br /> EQUIPMENT SUPPORT
<br /> DETAILS
<br /> I 1 (4)3/4"0 HILTI
<br /> PER MFR
<br /> 1 1/2",TYP KWIK TZ BOLTS
<br /> ,r,1 A W/3 3/4"EMBED
<br /> HSS 31/2x31/2x1/4
<br /> t/
<br /> BOLT PATTERN PER - 11-111111111111111111111
<br /> \--- - IF �C�ESTER i�MFR REQTS --- --- Z --' ��C W�157Ir' cl'
<br /> HSS 31/2x31/2x1/4 / \ , / \ , r y , -;:.. ,,
<br /> 1/1 , \
<br /> cc CONC SLAB ABOVE , d2,20 , .,''?
<br /> . PL 314(A36) OAS ,. ,-
<br /> �' \-1/4/ TYP `IONN
<br /> \ - HSS 31/2x3 1/2x1/4 -
<br /> -
<br /> TYP>1/4 - - HSS 3 1/2x3 1/2x1/4 Date: 5/35/14
<br /> HSS 3 1/2x3 1/2x1/4 -%TYP
<br /> �----� r-----� (3/16)
<br /> Job No:
<br /> �i III \ . a - Drawn: ELL
<br /> cc
<br /> � � _ _ 11 Checked By: M.HSS 3 1/2x3 1/2x1/4 %\
<br /> SECT I t FINISHED CEILING
<br /> PLAN VIEW
<br /> Drawing No.
<br /> MOUNTING PL 1 1 CAP PL 1/4,TYP
<br /> BY OTHERS - hJ
<br /> MFR
<br /> NOTES: SECTION BY OTHQERS
<br /> 1.CONTRACTOR TO ENSURE MOUNTING PLATE IS LEVEL WITHIN(+/-0.1") 34■
<br /> 26
<br /> PER MFR REQUIREMENTS.SHIM PLATE AS REQUIRED.
<br /> 1
<br /> SMALL EQUIPMENT SUPPORT FRAME
<br /> 1700 13to St-PGMC 2" 0 Floor Surgery-B1406-017 11/2"=1'-0"
<br />
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