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20
<br /> •8.0 FEADER SCHEDULE - INTERIOR WALL OPENINGS
<br /> vi
<br /> saw
<br /> Pu�nnar
<br /> a
<br /> ° ° ° ° 4 a #8 S.M.S.EACH SIDE INTERIOR WALL OPENING HEADER SCHEDULE
<br /> a ° °.. 4 OF EACH STUD
<br /> a a ° ° k� k_ I�� OPENING HEADER HEADER TRACK SECTION ' TRACK
<br /> CONCRETE OVER FLUTED - CONCRETE OVER FLUTED FIRE-RATED SEALANTU t,-.).
<br /> toa11
<br /> STEEL DECK STEEL DECK AT RATED WALLS. BASE PER FINISH SCHEDULE SPAN STUD SIZE STUD GAUGE GAUGE PROPERTIES
<br /> ..:..............
<br /> ACOUSTICAL SEALANT i; / i BOXED
<br /> AT ALL OTHER FINISH FLOOR Ix ly Sx Sy HEADER
<br /> Z s'w*****'
<br /> FIRE RATED SEALANT FIRE RATED SEALANT ..�
<br /> LOCATIONS. MEMBERS
<br /> - O _ r "' 4-6 FEET 6" 20 18 0.90 0.12 0.80 0.10 i i TRACK
<br /> - FIRE SAFING '' 'Z'FURRING®24"0.C.MAX. CONCRETE SLAB '
<br /> �' B.O.TRACKII (WHEN TRACK IS OFF-CENTER POWDER DRIVEN ANCHOR 6-10 FEET 6" 18 18 Z ; • JAMB
<br /> I 0 ,,,,,W
<br /> I I `� �� J I B.O.BoTRACK M_ 10-16 FEET 8 16 16 4g 002.22 5.4 0.70 w
<br /> ■ ■ OF DECK FLUTE) -i FRAMING
<br /> 1 to.GYP.BD. I :l T.O.GYP.BD. ' o BEYOND
<br /> 1 1/2 '' MIN.2OGA.OFFSET LEG , II' 111 MIN. 2OGA. OFFSET LEG NOTE: REFER TO SSMA HEADER LOAD TABLE FOR DETAIL INFORMATION. SECTION
<br /> ` " l' (2)L6 X 4�X 1'-6"WITH (2 , DEFLECTION TRACK, <r DEFLECTION TRACK,
<br /> - 1 - /1 11 TYPICAL PARTITION BASE
<br /> ' �` EA.) "KB-TZ CARBON STEEL / ' FASTEN TO STEEL DECK FASTEN TO STEEL DECK
<br /> iv - r - - MA CENTERED ON DECK FLUTES, SCREW FASTENING TorT 12 O.C.MAX. SCREW FASTENING TOP AT 12 O.C.MAX. NOTE: "
<br /> EMBED 4", TYP. PROVIDE STD OF GYPSUM BOARD TO OF GYPSUM BOARD TO PROVIDE 1/2 GAP BETWEEN FLOOR&GYPSUM BOARD AT JAMB SCHEDULE - INTERIOR WALL OPENINGS
<br /> N , , STUDS LAYERS OF GYP.TO STUDS LAYERS OF GYP.TO ALL PARTITIONS UNLESS OTHERWISE SPECIFIED/NOTED.
<br /> HOLES TYP. �„�,,,
<br /> ,1 i saou MATCH WALL ASSEMBLY- s E.LE MATCH WALL ASSEMBLY (1: „
<br /> PAR770N TRIM TO FOLLOW CONTOUR PAR7i0N
<br /> , , %4"DIA.A307 THRU-BOLT WITH OF DECK FLUTES INTERIOR WALL OPENING JAMB SCHEDULE
<br /> VERTICAL LSL HOLE IN TUBENOTE: NOTE: OPENING MAXIMUM STUD JAMB SECTION z
<br /> - i.-HEADER
<br /> , i WALLS AND STD. HOLES IN CONSTRUCT PER UL#SHOWN. CONSTRUCT PER UL#SHOWN. so s SPAN WALL HT SIZE GAUGE PROPERTIES w : ABOVEAD
<br /> ' 4.
<br /> ' ANGLES,NUT FINGER TIGHT
<br /> AND TACK WELDED TO BOLT. FIRE-RATED SEALANT o
<br /> AT RATED WALLS. Ix ly Sx Sy
<br /> 1 4 - - DEFLECTIONHEAD; UL# HW-D-0060I H M
<br /> 7 PARTITION ACOUSTICAL SEALANT JAMB
<br /> / 13 PARTITION DEFLECTION HEAD; UL# HW-D-0060 0060 _ _
<br /> ,
<br /> P O
<br /> H H 1 / H
<br /> 18
<br /> DAT ALL OTHER - 19-0
<br /> 4 1.25 0.40
<br /> 1/4 HSS 3 X 3 Xs 4 6 FEET _ FRAMING
<br /> A8.02 N.T.S. PERPENDICULAR TO DECKING FLUTES A8.02 N.T.S. PARALLEL TO DECKING FLUTES
<br /> LOCATIONS. #8 S.M.S.EACH SIDE „
<br /> � 6 20 1.25 - 0.40 -
<br /> HSS 8"X 3"Xs" OF EACH STUD 6-10 FEET 1 '-o" 4 16 1.92 - 0.60 -
<br /> ' CONCRETE CURB 9
<br /> BASE AND FLOORING 6" 18 1.92 - 0.60 - TRACK
<br /> SEE STRUCTURAL- 'CIO'
<br /> Id PER FINISH SCHEDULE 10-16 FEET 19'-0" 4" 12 2.86 - 0.9 - BELOW
<br /> 19 TOP OF POST CONN CTION 6" 1 s 2.8s - 0.9 - EVERETT,WASHINGTON
<br /> A8.02 SCALE: 3"=1'-0"
<br /> POWDER DRIVEN ANCHOR PLAN
<br /> CONCRETE SLAB GU NsU
<br /> CONCRETE OVER FLUTED !; CONCRETE OVER FLUTED PARTITION BASE WITH CURB 1A LT GAGE FRAMING OPENING SCHEDULE ,,,Sc
<br /> a ° a / STEEL DECK STEEL DECK A8.02 N.T.S.
<br /> ° a �' cn
<br /> .4 a
<br /> a ° ° ° PROVIDE 1/2.GAP BETWEEN FLOOR CURB&GYPSUM BOARD N
<br /> a a a �; :� FIRE RATED SEALANT ; AT ALL PARTITIONS UNLESS OTHERWISE SPECIFIED/NOTED. --.. zG ,
<br /> F,
<br /> a 4 T.O.TRACK FIRE SAFING $L0.TRAP(/ FIRE SAFING C
<br /> ° ° a D GYP.BD. „ GYP.BD.
<br /> ° a i 3 DEEP LEG DEFLECTION ',...,,E,','
<br /> 11 FIRE RATED SEALANT ��
<br /> f
<br /> < ° ° TRACK, FASTEN TO STEEL TEC
<br /> ,_t i DECK AT 24"O.C.MAX. 3 DEEP LEG DEFLECTION 2 PARTITION BASE CONDITIONS
<br /> ° 0 TRACK, FASTEN TO STEEL
<br /> a I " _-L " 24" Ard�ttechre/Pi,,sg/triteriw Design
<br /> DECK AT O.C.MAX.
<br /> A8.02 N.T.S. Portland seal Los Angeles Washington DC
<br /> II II
<br /> ri
<br /> _-�__, SCREW FASTENING :'
<br /> (-4---
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<br /> "MIN. SCREW FASTENING TOf' OF GYPSUM BOARD TO 925 Fourth Ave.,Suite 2400
<br /> 3, ' OF GYPSUM BOARD TO PARS STUDS `nnON Seattle,Washington 98104
<br /> � � � STUDS sofa,�E
<br /> (2)L6 X 4 3,X 1'-6"WITH(2 NOTE: P,wn,aH
<br /> FIRE-RATED SEALANT
<br /> NOTE: AT RATED WALLS. (PH)206 623 9414
<br /> EA.) KB-TZ CARBON STEEL CONSTRUCT PER UL#SHOWN. I II
<br /> MA CENTERED ON DECK FLUTES, CONSTRUCT PER UL#SHOWN. ACOUSTICAL SEALANT (FAX)206 623 7868
<br /> EMBED 4", TYP.PROVIDE STD 14 PARTITION DEFLECTION HEAD; UL# HW-D-0160 8 PARTITION DEFLECTION HEAD; UL# HW-D-0160 OCATIONS ER
<br /> HOLES TYP. BASE PER FINISH
<br /> �
<br /> i A8.02 N.T.S. PERPENDICULAR TO DECKING FLUTES A8.02 N.T.S. PARALLEL TO DECKING FLUTES SCHEDULE
<br /> FINISH FLOORI Consultants
<br /> ' ' 3,..DIA. A307 THRU-BOLT WITH
<br /> I+ -�1 II
<br /> 2%2%16 GA BENT LFE SAFETY
<br /> i VERTICAL LSL HOLE IN TUBE PLATE WITH(2)#8
<br /> ® CONCRETE SLAB ROLE JI:NSEN&ASSOCIATES
<br /> � � WALLS AND STD.HOLES IN S.M.S. TO EACH STUD
<br /> ANGLESI I , NUT FINGER TIGHT &1/4"DIA. 19125 North Creek Parkway Ste 120
<br /> AND TACK WELDED TO BOLT. EXPANSION ANCHOR Bothell,Washington 98011
<br /> HSS 3"X 3"X 4js" 6. : CONCRETE OVER TO 2"EMBED
<br /> ' , CONCRETE OVER FLUTED "= FLUTED STEEL DECK ®FLOOR Clv.EJN(GiNEER
<br /> U / STEEL DECK
<br /> � L NOTES: Magnusson Klemencic Associates
<br /> 1. TRACK TO BE(2)GAUGES HEAVIER THAN STUD OR 16 GAUGE MAX. 1301 Fifth Avenue,Suite 3200
<br /> 20 TOP OF POST CONNECTION \ hi , \ , 2. PROVIDE 1/2.GAP ABOVE FLOOR AT ALL PARTITIONS UNLESS OTHERWISE Seattle,Washington 98101-2699
<br /> A8.02 SCALE: 3"=1'-0"
<br /> . � � SPECIFIED/NOTED.
<br /> ' 4 ,
<br /> (� I FIRE SAFING LANDSCAPE ARCHITECT
<br /> FIRE SAFING '_ 3 BOTTOM TRACK @ WALLS W/ CABINETS/EQUIPMENT Site Workshop
<br /> , �.- FIRE RATED SEALANT 927 Post Alley
<br /> l I FIRE RATED SEALANT A8.02 N.T.S.
<br /> 4 Dx1/4 x9 I Seattle,Washington 98101
<br /> � • . 4"x4"x1/4"x1'-3"STEEL „l I CMU BENT STEEL PLATE- CMU
<br /> . • EXTEND TO ANGLE- WITH(2) WITH(2)1/2 DIA. -� STRUCTURAL ENGYVEER
<br /> AIR GAP,PER SHIELD MFR ,' UNDERSIDE OF 1/2.DIA.EXPANSION EXPANSION ANCHORS FOR WALLS REQUIRING 250#VERTICAL AND/OR HORIZONTAL LOAD AT FLOOR LEVELS WHERE THE FLOOR TO FLOOR HEIGHT I
<br />- -1- (1"MIN.CLEAR) x STRUCTURE ABV ANCHORS(2-1/2" (2-1/2"EMBED)AT 6" l 15'OR LESS,THE FOLLOWING FRAMING MAY BE USED: Magnusson Klemencic.Associates
<br /> a <: EMBED)AT 6"0.0-AT 0.0- AT 48"0.C. STUD 400S200-68®24 OC MAX SPACING 1301 Fifth Avenue,Suite 3200
<br /> r\\,, , ' 48"0.C. EACH SIDE OF EACH SIDE OF WALL, WALL CONSTRUCTION TOP TRACK 400T200-68 Seattle,Washington 98101-2699 .
<br /> WALL MIN.(2)PAIRS OF MIN.(2)PAIRS OF PER PLAN AND WALL BOTTOM TRACK 400T125-30
<br /> o 1 1/2" SUPPORTS AT EACH BACKING 600T150-97 W/(5)#10 SCREWS IN EACH SUPPORTING STUD
<br /> z w SUPPORTS AT EACH WALL P.n PARTITION DETAILS(NTS) MECHANICAL ENCER
<br /> a = � WALL
<br /> ,� cn ,
<br /> s
<br /> - CEILING,PER NOTE: NOTE:
<br /> ACOUSTICAL SEALANT
<br /> 4200�4t�Street S.W,Suite200
<br /> REFLECTED CEILING CONSTRUCT PER UL#SHOWN. CONSTRUCT PER UL#SHOWN. AND BACKER ROD EACH BACKING PLATE NOTES: Lynnwood,Washington 98036
<br /> ,. PLAN SIDE
<br /> w RF /: �' k. 15 CMU DEFLECTION HEAD; UL# HW-D-0022 9 CMU DEFLECTION HEAD; UL# HW-D-0030 `'_�_��� FIBERGLASS BATT 1. PROVIDE BACKING PLATE AT ALL TOILET ACCESSORIES; REFER TO A7.00A.
<br /> CEILING HT. �_��,mmul 2. EXTEND BACKING PLATE TO NEXT STUD BEYOND SIDE OF FIXTURE OR ACCESSORY. ELECTRICAL
<br /> z -,-.51 SHIELD PANEL r``r SEE A9.13 A8.02 N.T.S. PERPENDICULAR TO DECKING FLUTES A8.02 N.T.S. PARALLEL TO DECKING FLUTES INSULATION SPARLNG
<br /> ( ) 3. PROVIDE METAL SLEEVES THROUGH WALL FINISH AT FIXTURE AND EQUIPMENT FASTENING.
<br /> CEILING HT o v, i.., , SEPARATE 22 GA. 720 Olive Way,Suite 1400
<br /> 4. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL BACKING INFORMATION.
<br /> SHEETMETAL SLEEVE Seattle Washington 98101-1853
<br /> (SEE A9.13) '.'` 1.---� -_ -.-.1.,-,-.- ON EACH SIDE OF 5• MAX. LOADS SHOWN ARE MAX.ALLOWABLE LOADS FOR THE DIRECTION SHOWN.VERTICAL AND HORIZONTAL
<br /> (1)LAYER GWB OVER !j,';; "'fir'- WALL(ALLOW NO LOADS ARE NOT ADDITIVE,BUT MAY ACT TOGETHER; I.E. MAX.ALLOWABLE LOADS ARE FOR SHEAR-TENSION
<br /> 2 LAYERS GWB-�� ''
<br /> INTERACTION CALCULATION. GENERAL CONTRACTOR
<br /> CEILING PER ( ) SLEEVE CONNECTION
<br /> REFLECTED :: 4"MTL STUD FRAMING W/ CONCRETE OVER FLUTED CONCRETE OVER FLUTED BETWEEN WALLS 6• CONTRACTOR TO VERIFY BACKING PLATE TYPES TO BE INSTALLED W SIZE AND WEIGHT OF EQUIPMENT, M.A.Mortenson C an
<br /> €'z'•e SOUND ATTENUATION BLANKET STEEL DECK STEEL DECK ) / omp y
<br /> CEILING PLAN F.T. 2X4 WD,FRAMING �,; / CASEWORK,AND/OR SHELVING PRIOR TO APPLICATION OF GYPSUM BOARD COVER. 14719 N.E.29th Place
<br /> AT 16.0.C.W/ ;� , SUPPORT EACH SIDE Belevue,N/ on 98007
<br /> SOUND ATTENUATION BLANKET . w (BETWEEN WALL AND 7" FOR ADDITIONAL INFORMATION ON BACKING STRAP INSTALLATION SEE DETAIL 1B,1C,4/A8.02.
<br /> w k ..1.11.111.„...____ --�.» `_ FLEX CONNECTOR)SO 8. REFER TO A10 SERIES FOR EQUIPMENT LOCATIONS; COORDINATE WALL MOUNTED EQUIPMENT BACKING
<br /> w` WITH EQUIPMENT VENDORS(SEE EQUIPMENT SCHEDULE/CUT SHEETS PROVIDED BY OWNER).
<br /> f•; INSTALL BATTS ADOVE ter`' ACOUSTICAL SEALANT ' THAT DUCT DOES NOT
<br /> 11 EM SHIELD OVER ''" DEFLECTION TRACK t -- ACOUSTICAL SEALANT
<br /> ��� � B"M,N REST ON WALL Revisions
<br /> 3/4 PLYWD BACKING OVER ;A' WHEN WALL PARTITION I i DEEP LEG DEFLECTION , I 24"MAX
<br /> MAGNET ������ SPACE BETWEEN FRAMING CALLS FOR THEM TRACK, FASTEN TO STEEL
<br /> c
<br /> SIDE (1)LAYER GWB 1/2'�f'11�-2,1 AND SHIELD PANEL J i; � � DECK AT 24 O.C.MAX.
<br /> I r 1: i DEEP LEG DEFLECTION
<br /> \ TRACK, FASTEN TO STEEL NOTE: SEE 11/A8.01 FOR
<br /> AI SHIELD AND WALL DETAIL - (NORTH/SOUTH) SCREW FASTENING TOP II
<br /> " 0 SHIELDING
<br /> OF GYPSUM BOARD TO SCREW FASTENING DECK AT 24 O.C.MAX.
<br /> �� � „ STUDS OF GYPSUM BOARD TO 3 BOX LOCATION
<br /> A8.02 SCALE: 1 1/2.= 1-0 STUDS
<br /> P 4 DOUBLE WALL PENETRATION ACOUSTICAL ISOLATION 1 B NOT USED
<br /> ® EXTEND TO A8.02 SCALE: NTS A8.02 N.T.S. Z\ DR 15/ADDENDUM 2 03/20/09
<br /> -
<br /> `' UNDERSIDE OF
<br /> ''1 STRUCTURE ABV �3 DR 16/ADDENDUM 3 04/06/09
<br /> SIM. ( _ ` I
<br /> TYPICAL
<br /> 16 DEFLECTION HEAD - 10 DEFLECTION HEAD - TYPICAL SHIELDING BOX BY SHIELDING �4 WCP 021 12/11/09
<br /> SUB-CONTRACTOR
<br /> A8.02 N.T.S. PERPENDICULAR TO DECKING FLUTES A8.02 PARALLEL TO DECKING FLUTES RECORD DRAWINGS 01/20/12
<br /> WALL CONSTRUCTION PER
<br /> i PLAN AND WALL PARTITION
<br /> , CEILING,PER DETAILS(NTS)
<br /> • REFLECTED CEILING
<br /> w; PLAN
<br /> SUPPORT DUCT ON EACH SIDE
<br /> CEILING HT. (4)0.145"DIA. POWER (4)#10 SCREWS OF PENETRATION
<br /> DRIVEN FASTENERS ®KICKER H1 _ DUCT DOES NOT REST ON
<br /> • WALL
<br /> <. (SEE A9.13) ;:M�A"x i i li zae•►ix+w►x
<br /> SO
<br /> w r '
<br /> ;�_ ,.-, . � (4) #10 SCREWS ACOUSTICAL SEALANT
<br /> \._J . ,, I ©KICKER 1 (MIN.)
<br /> � AND BACKER ROD EACH SIDE
<br /> (2)LAYERS GWB
<br /> ^_ - - n '=' " FIBERGLASS BATT INSULATION
<br /> ' (1)LAYER GWB OVER __ 1
<br /> 4"MTh STUD FRAMING W/ 1 (MIN.) (2)3/8"DIA. � , SEPARATE 22 GA. SHEETMETAL
<br /> F.T.2X4 WD FRAMING = SOUND ATTENUATION WEDGE ANCHORS 1 (MIN.) _
<br /> " BLANKET SLEEVE ON EACH SIDE OF WALL
<br /> AT 16 O.C.W/ •�, 1 W/2 1/2 EMBED
<br /> (ALLOW NO SLEEVE CONNECTION
<br /> SOUND ATTENUATION BLANKET w: ®5"O.C. 1 ' BETWEEN WALLS) 1C NOT USED
<br /> hw • (4)#10 SCREWS
<br /> •: 4"x 16GA. x 10" ®KICKER l i , --._..I -- l A8.02 N.T.S.
<br /> MAGNET EM SHIELD OVER =
<br /> LONG METAL STUD 1 g
<br /> SIDE 3/4"PLYWD BACKING OVER -" � (2)#10 SCREWS
<br /> Drawing Title
<br /> -SPACE BETWEEN FRAMING
<br /> (1)LAYER GWB 1/2"' ®EA. VERT. STUD 1:::e PARTITION DETAILS
<br /> NOTE. COORDINATE PENETRATION
<br /> AND SHIELD PANEL DETAILS WITH SHIELDING sc,m„.
<br /> 1'-5 1/4. : CONT. 4"x 16GA. CONTRACTOR RECOMMENDATIONS PA'rnn°"
<br /> ' ` METAL STUD fi / I 1.1..1
<br /> 22
<br /> SHIELD AND WALL DETAIL - (EAST/WEST) AT STEEL BEAM AT CONCRETE OVER METAL DECK AT STUD WALL / V 1..L...A8.02 SCALE. 1 1/2.= 11-0. TYPICAL CO CORRIDOR WALLS
<br /> CEILING TOP OF UPPER
<br /> 5 DOUBLE WALL PENETRATION ACOUSTICAL ISOLATION CABINET(OR FULL LLIJ
<br /> 9 3/4" 11 PARTITION BRACING DETAILS A8.02 SCALE: NTS HEIGHT CABINET)
<br /> , , I
<br /> t
<br /> A8.02 N.T.S. Ce
<br /> RF AND EM SHIELD
<br /> ~ RATED SHAFT
<br /> (2)LAYERS GWB-'-' WALL TYPE
<br /> ,4. PER PLAN
<br /> BACKING PLATE TYPE-3 ATTACH. C:e
<br /> F.T.2X4 WD FRAMING ' HSS 3-1/2 X 3-1/2 TO FRONT OF STUDS AT CASEWO"K III 10654 REGISTERED
<br /> AT 16.0.C.W/ �,, X 3,5®5 O.C. MAX. ,,
<br /> SIDE OF PARTITION, TYP. ARC IT
<br /> SOUND ATTENUATION BLANKET ,'
<br /> 7/8"MTh FURRING 3" 2" 1"� ; ; PARTITION AS SCHEDULED - BOTTOM OF UPPER
<br /> 0
<br /> H 1.„, ,b i i__ o S ATTEDD A. STINE
<br /> OF WASHINGTON
<br /> EM SHIELD OVER 3/4 PLYWD CABINET
<br /> MAGNET BACKING OVER + SHAFT , ,' V1 TOP OF
<br /> (1)LAYER GWB _ _ _ � --�-'--ti-1-- 3/16 7-CABINET LOWER
<br /> SIDE SIDE PARTITION AS SCHEDULED _- 6 NOT USED
<br /> HSS 4 X 4 X 3i6 X ' ' 3,"DIA.A36 ALL THREAD A8.02 N.T.S. 1
<br /> , C-8"®5'O.C.MAX. ' '
<br /> RODS WITH HEAVY HEX NUT t' NOTE: AT FULL HEIGHT CABINETS 4:7.1)
<br /> 23 SHIELD AND WALL DETAIL - (AT SHAFT) DO I OO ` T&B.TACK WELD BOTTOM 8 PROVIDE BACKING PLATES AT TH: TO
<br /> P,; „ H FILL BLOCKOUT WITH NUTS TO ROD.
<br /> P.,. A8.02 SCALE: 1 1/2 = 1-0 NON SHRINK GROUT �, BOTTOM, AND MID-HEIGHT OF CA INE Date. NOVEMBER 03,2008
<br /> 0 1..
<br /> ,.. ;...... _ REMAIN
<br /> i
<br /> MIN.E3"TOP
<br /> FINISH FLOOR. �1-
<br /> NOT 0
<br /> -1,/,L,,� 12"X 14"X 2"SLAB N 5/16 i I " „ Job No: 580613.02
<br /> , iBASE PLATE X X 10 X 1-0 BOTTOM OF LOWER
<br /> -__+`_.__- BLOCKOUT IN SLAB FOR ii ii: ` V CABINET(OR FULL Drawn Br
<br /> /- 7- .� (A36)SEE DETAIL 18,A8.02 �� �
<br /> , , BASEPLATE i i i
<br /> o ii ,. „ O I �, HEIGHT CABINET) Checked By:
<br /> „K, ' ADD#4 X 4'-0"TRIM i X GROUT ; _,
<br /> �� j �J.. BARS®(4)SISES ii iikM .1, gl I '' (407)
<br /> E BASE PLATE "X 10"X 1'-0° 1 a 4 B Drawing No.
<br /> I 1� o
<br /> N,' O I C. (A36) ,
<br /> HSS 3-1/2 X 3-1/2 Xs ® a Ali:
<br /> G!
<br /> °'' I 5'0.C.MAX. SEE 12,A8.02 a
<br /> m I
<br /> Ilk- a a FINISH FLOOR
<br /> _ _ I--
<br /> (1-3 k- ALL
<br /> N � WITH IHE AVY HEX TNUTATAB.ODS `;
<br /> CORNER BEAD, TACK WELD BOTTOM NUTS TO ,-„ N C10 X 20 X 2'-4".LOCATE .
<br /> o ADD(4)#3 X 41-6. SO ENDS OF CHANNEL BEAR L - i 1...I..J A8.02
<br /> �, EACH SIDE ROD.
<br /> o EACH WAY AGAINST BOTTOM OF DECK
<br /> A-_, EDGE OF SLAB BLOCKOUT
<br /> / FLUTES BY MIN.2".
<br /> NN � 18 POST BASE CONNECTION DETAIL 12 BASE DETAIL @ SUPPORT POST IN WALL 1 BACKING PLATE LAYOUT @ WALL MOUNTED CASEWORK
<br /> N A8.02 SCALE: 3"= 1'-0" A8.02 SCALE: 1-1/2"=1'-0"
<br /> (d07)
<br /> W A8.02 N.T.S.
<br /> 1700 13t"St-PGMC 2"a Floor Surgery-B1406-017
<br /> ff a_x
<br />
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