Text

Design Criteria for Reinforced Concrete Block Walls
	ML19330A090
Person / Time
Site:	Sequoyah
Issue date:	04/07/1972
From:	Cannon R, Lacy F, Stone F; TENNESSEE VALLEY AUTHORITY
To:	;
Shared Package
ML19330A089	List: ML19330A088; ML19330A090;
References
	SQN-DC-V-1.1.1, NUDOCS 8007150522
	Download: ML19330A090 (29)
	v • d • e

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'k5 TENNESSEE VAIISY Atarotu.ri DIVISION OF i.aGua - e'G DESIGN CIVIL DESIGN BRANCE i

SEQUOYAH NUCLEAR PLANT l

1 DESIGN CRITZRIA FOR

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REINFCRCED CONCREE BLOCK WALLS SQN-DC-V-1.1.1 April 7, 1972 Sponsor Engineer M b-Subr.itted

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5 1.0 Purpose The purpose of this design criteria is to establish a ghide for the designer and checker to assure design uniformity and to assure that a safe and complete design of reinforced concrete block vans is achieved.

2.0 Geneml Deserfstion This criteria is provided for use in the design of reinforced concrete block valls for all C1 ass I structures of this project.

In addition, it may be used for Class II and III structures.

N Standarf. concrete blocks with closed ends and two cores vill be used to permit the placement of one' or two layers of vertical reinforcement at 8 inches on center or 16 inches en center. Only the ' cores that have reinforcement in them vill be filled with concrete.

The van vill be

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designed to withstand horizontal and vertical forces due to earthquake and equipnen'. loads.

All openings at floor level vill have to be sized so dowels in the structural slabs can be designed and located before the structural slabs are constructed. Other openings in the walls, including spare openings and sleeves by the Mechanical and Electrical sign 3 ranches vill have to be sized, located, and designed before the block vans are instaned.

The span openings and sleeves are to be filled in with concrete by the Field if they are not required.

The lintels vin be designed for load distribution by TVA standards for short loose lintels.

Only the portion of the lintel that is cast in place

$~n concrete vill be used for design.

For blocks in the vertical direction

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.g caly the section filled with ecncrete vill be used for design using the 1

allowable stress f; of the block.

Cencrete block vire reinforcement shall be used in the bed jatuts of altemate courses of all ecoczste block vans. Corner and tee partition lock fittings shall be used at a n vall intersecticos. Walls that extend to the' ceiling above vill either be doweled into the slab cr restrained by continuous angles en both sides. of the vall.

Concrete in the cores shall be placed in lift intervals or layers not to 3

exceed 2+ inches. Each layer shall be thorou6hly censolidated and tied into the layer below by either redding or internal vibration.

30 Design Ccnsiderations

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31 Materials Materials Steeificatiens Concrete block Full length lightweight two core closed end. ASM Designatica C90, Grade UI.

Cec:pressive strength = 1000 psi on gross area; concrete strength ff = 1800 psi.

Sand AS E Designation Clkk Portland cement AS M Specification C150, Type I or II Cecrse aggregate ASM Specificatics C33, martman size aggregate 3/k inch; slag is not acceptable, Concrete One part cement, 2-1/2 part sand 2-3/4 part coarse aggresste, by i

I viight 6 gallons of vnter per bag of cement for lintels (maximun),

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cement for core fill (r.nximun).

Reinforcement ASM Specificatien A615, Grade 60.

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4 k.0 Responsibility IF The helear Concrete Section of the Civil Design Branch is assigned responsibility for the design of the reinforced concrete block walls i

except that the Structural Steel Section vill design steel restraints where needed to resist reactive forces applied to these valls.

These reactive forces vill be specified by the Nuclear Concrete Section.

i Detailed construction drawings vill be :nade by the Architectural

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Design Branch.

The Architectural drawings will show each section of these valls in full elevations.

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' f~.. TA CHMEN T 3 2.7 Attachments 271 Attachment to a Block Wall When attaching to a cement-block wall, three conditions must be satisfied. ~ A) The compressive stress i= posed on the face of the wall by the anchor . plate or the back-up plate shall not exceed 680 PSI. B) The sheaI stress i= posed on the wall by the anchor plate or the back-up plate shall not exceed 70 PSI. C) Ths internal forces within the wall shall prevent the cement blocks from rotating due to the applied loads. Allowable co=pressive stress of concrete blocks = 680 PSI. e Allowable shear stress for concrete blocks = 70 PSI. ~ Weight ~of a concrete-brick wall =.6 x 150 #fft.3 =.052#/in. Symbols: (Load in LBS., Dist. in Inches) P, & P - Applied Loads 7 - Distance from center line of load at anchor plate to edge of plate a b - Edge distance for hole in anchor plate f. - Distance from applied load to surface of wall B - Width of anchor plate D - Length of anchor plate F - Tensile load on anchor bolt (s) b H - Height of cement bicek ~ L - Length of cement block S - Distance from center line of applied load at the surface of the wall to the top of the wall T - Thickness of the wall !.7.1.1 When calculating the co=pressive stress imposed on the wall from the anchor plate, all the forces are assumed to be concentrated within a one inch strip along 'the edge of the plate. V p g + P, (- --k L N [% 4 4 y a i 0 9 Y j i 'Co=pressive # c force 7 4 l ~ - _ y y m~.

T. .7 1.1 (Continued) Take moments about a point 3" from edge of plate. , P J, + F,(D-a + c .5") y y D - y ,9" -F ?c = Fb x . f, = F_.c_ R 6% PSI B The sign convention of force P,must be followed. ~ IOTE: When analyzing the forces imposed on a van by a back up plate, compression 2.7 1.2 and shear stresses must be considered.' ~ Assume' a back-up plate e inches by d inches .L Let t = Block thickness from surface to inner cavity ISACX-UP Co=pressive Stress PLATE. wK b F

" Area of Plate F

b h The Shear Stress = -Shear Area t Shear Area = (2)(1.4)(t)(c+d + t) _y I i ' q 70 psi .: Shear Stress = b 2.6t (c + d + t) Find =axi=um bolt load that can be applied to 3" x 3" plate IXAMPIE: with t = 0.8 inAis, 2.[ b(Co=pression)" c( (

P.sg x 3 70 pst x 2.fh *. 8 4341 -tw oth) b Shear " #s(A)

F

= 690# e B.

I s. e. k. ) .7 1 3 When attaching to a block wall, the rotating forces, exerted on the block, must be deter:nined. Assu=ptions: As the block rotates, the. total resisting force reacts along a one inch strip across the top and bottom edges of the block. See Fig. I. The forces react for a length equal to "H", see Fig. II. The resisting force is supplied by the weight of a triangle of a vall above the point of attachment, see Fig. II. The maxi =u:n resisting force .oS2M/in) x vall thickness x the square of, the distance from the po' int of loading to the top of the vall, F = P (f,+ E) F y 2 i T - 1" g rwe-J p'S j The compressive stress c = y = ; g . < 680 PSI F F f g-A10 ~ 4 r ymax=.o53(T)(s)2 Lbs. c f.+ T l r ,-T_ Figure I f ro P of" WAt.L s e \\ / 'O \\ / Nl10/ 545'TYP l h ' IS " ' i I { oc z eI 1 $ US A 4 I I. a

d20AD ff /,, /,rf C,g" / f /E:'/V / 7 l 1. An conduit in Scismic Clatu 1 buildin3s shell ba supported usi'ng tha t,pical conduit supports in this drawing serics. 2. Conduit shall be routed as close to ceilings and/or* uans as practicable and ( for support distances are given for all types of co::a%tccplwhcicYps and instaned per Construc*. ion Specification 32E-f.60 ult co taoaly used. When a pun con is inst:.ned in an enposed conduit run, a support shall be )placed as close as possibic to each side of the box. 3 All velds shan be per Construction Specification G-29 using E7018 electrodes. Visual inspection is required. 4. All material shall be ASTM A 36 unless otherwise noted. Certification of .:=cc=pliance-by-manufagturer. is. reouired. Unistrut per.y~',: A 570, Cr_3.and C. except Instanation of be'.t anchors shall be r:er Censtruction Specification G-32[ng.tal. 5. a cr-+id/oe. six, di. mate:..to_""r od.,e s.thq.laini:mim. uw,_;..u vi 1.tioa di...acc. A belt enchor ass :m'l. co; sists of t'.c anc'.or, A 307 ' olt, ed a standard flat circular carbon steel washer. .. A13. bolts shan be ASTM A 307, or equal, unless noted otherwise. 6. .~. 3 ~.. ~ 7. FoMonduit'rannot =ou'Ited-direcIly'~ iso dans of ceilidgis,~ orie"aWially.brd.ced". ~ ~ ~ ~ ~ ~ ~ ' support shall be provided in each horizontal run up to 50 feet. Straight runs require an axial support at least every 50 feet.. For conduit mounted directly . - - t.in. ist..h.tl.cnU5.5:3.:se.r..ies _cl. ar. ps, no.a,dd.i.t. i.o_n.a.l _. m:ss.__n to-W i1~~~4 E M M.W 1 restraint is recuired provided support distiances are as given in,SCT4C-V -13.10. ' No heist restrant is rewired en ncn dmsienci cenciust. 6. 7:r quclity assurance see Construction S;ccification U2G-877, Identification of Structurcs, Systers', cnd Cc ponents cotered by the Sequcych Euclear Plant i C.m.lity Assurance Pro 5 ram. i .(- . L .o-.. _m.. .a,. _._...7 g.... % tn' cesse's-there=nnc5:orsplat.es :n-e speci-fied.-t'aese m.v. tetonitted..if-emiedded... i.O ~ - ~ ~~ - - - - - - - - - ' ---.---a.' plaues can be -usec. i. l.,. t, i, 10. Single or groups of conduits carrying Train A, Train B, Channel I, IIy III, or ) IV cabic shall not be routed adjacent to each other nor snall they be supported on a cc mon support, except in areas prot.eef.~/ from miss;tes whera the only source cf fim is of an etset.ncal na ura.(as noted on con tu'it [ grovn4ng drawn 32) { 11. Use 1/4" fasteners for -5 t'.treugh -15, and 3/8" for -20 through -50. I lE. For caterial see h7E':0N-1,2,h'4. Ii lla. Steel support material s':.au :. ave an initial field coat Carbo '.fel1 H primer with a mini-c:m tSin-cr.s of 1." mils. Calv ?. cad. pl W

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Exisr Cucners 'l 4 N' Exist Blocx WALL .Y..'- l / c ___s. O % 'l '. Bon f 5 ,'.L 002 5 s .n - s..T 6, , s. 1 6. w. ,g,,. m..' W, '. '. ,/ z. SHIM ~ As Rea'a ' s. L 's Sam W. . As Redo -l SECTION A-A N Att INST'L On CCNCRETE WALL SECT 10N A.-A llLT lNS7'L ON BLocx Watt ~ I _3 Box y y i 5 pp RD \\ / x x g PLNTk ott. 'I$ -G GXlST. CLDC \\ sTEEz. p \\ + SECTION A-A INSTL ON Eas.Pl. ATE COMPANt:H DWc. 47A0%-/33 "'#0-l SEISMlC CLASS 1 STRUCTURES MECMANICAL I I II I I I I II I I I I I SEISMIC SUPPORTS CON Du tT l (- "l ee.. l -n i a.l~.j. l. 4...l

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) EXIST /NG Bl.0CH WALL,> CONDSIZE RVERT R HORIZ CONQ31ZE RVERT R HORIZ d Y 5 238 llo 2" 59 42 k 4" 19 0 " 78" l" 22 # 71 3" 13 2 73 ' 3/[ 14 G l 2h 10 3 Gl 8/2 10.3 4.G g A L j A g g o ; o y y- -l \\ / f nu r a:Vw.. <.. k.t, s n s,x.y' w.- v n 'a f,p 5: ?; \\ '7, d e. A/ 7 7 W h %,_i. d l n } 5 R y y _ a _ _ _ _ _ _1 ~ g* g* y* a4 M@ ~ W B B REBAR 7 / 2 q 1 rrn ,pn SECT A-A j f 9 fl "f ..A ' ~ CTYP) .,g!REME h) ? / 0 / ~ ,.-ss pfu, n

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., 6 '# g ' ( ALTERNATE B ) o ' 'M %94o MATERIAL CESCRIPTion s' Lp) / i nma vesrevica.2ssc eu ~e. wsau,v 8 x_TS $1% 2 ns ni;b P-/CCD A UNt:iTRUT OR P/00/A SERIES 5 ] asam als"a eur w./Nurs rt.ocxWASHER5 + 5ECT B-B I' MIN 5 ME6:; '/2" P!_ W/ 7/t'o Holc' (TYP) g -+}--) ~ 6 ASRED PL M/M TH/CKNESS !4*' n l~8 7 1ASELD BOLE FOR.6 Sif DJVCr A7A0.SY-2 + NOTES: SECTC-C isan oks Noir riff srRAP& SPACER 47Ac56 -2

f.f0RGENNSTES 3EE 47MS-/

.E THE MAKIMUM ALLOWBLE LOAD /NG ON OME SUPPORT S' PAN /S ). t?/ THE VEPT!,CA!._ DIRECT 10M AHD 2SS* /H THE y,0R 2ONTAL DlRLCTtCN ) , i... ,;,,c.:.

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\\, v g q u I % !a. C= $ \\ ~ MOUNTING HOLE 3 L BY f/ ELD h WeA h , M#Y ~ L I n l 2 M1N / i<' l NOTE 2 ~r io fA'/LL BO g i ~ = SECT A-A L s. 2 SLO CM' WALL (ALTERNATE) e ~J 3 _. 3" MlH 1 Q k- ~ B K nB y zw 8 o 'w m p it - y KNN .N N 6'% { w win ggg g G, N l % E g en Z = x y g i _. N M.h\\ f' N(( C w dG 'M"#M4 L ( (Pull Box \\ ] A &i O r - wV SECT B-B SECT"A-A"(CNEAIKHOR HOWN) (% -s THREADED RCD OPTICNAL NOTc'S. I FOR GEN. NOTE 3.5EE 47AO5(o l ~ 2.7HE CONCRETEANCHCES ARE COUNTER 5LWN INTO THECONCRETE /h SUCN AP/Ay' h/47 THEEXPANDING PART Cf THE Aft (HO? /$ IN 5aLID CONC 2iTEANDNOTIN THE' CONCRETE ELO'.M

3. C:NOuti PULL BOXE5 CCME IN VARICUS SIZE 3(/.f. 5'<8*/2",

/2i 2;/2,"AND/2"</2s/8'). LARGER BoxE3IN M/EIGHT yNLL 'R[?. f / MOR[ ANCHOR.5, THE 512ES LISTED WERE SUPPORTED roTH l2' )- 3/8"MAMCHORS Q P/OOO UN/STRurMAY BE USED AS A SPACER /F DES / haft'. ITEMM NO. EECD MATERIAL CESCRIPTION f )NC jfi' M / ASPEGO BOLT ANCHCP A55'Y - 5 /8" DIA. 2 A SREQ'O PLATE-W/ 7/M "HDLE S ~ 3 A$REQD d 3/8" BOLT W/MT5fLOCHWASNERS

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3EcuGYAW NUCLEAR PLANT, 7_c ... 4.6 M_w S_of_________. m 5.T f.Y s t W S. = w .. zwnte_............ e.... ca.=a sw._.. _... _ _. s.m.c 9f/f%,_..],g.f.y m%.y sm.M_?.#JeM7J t _..... r . aamd NY.7e4slM ie 147A 056-39' - : wr --n =_ =. ..e e

s .UOTES: 1. The seismic supports shoun on this drawing series were designed using 'Sequoyah Euclear Plant Design Criteria for Seismically qualifying Round and Rectangular Duct, SQN-DC-V-13.8R1. / -9 'i.- '...-=...s?*- 2. e 3 All welds shall be per Construction Specification G-29 using ETO' SERIES electrodes. Visual inspection is required. -" : '.*'.;' ~ 4. All, material shall be ASTM A 36 unless othe vise noted. .a .5 Field may move supports a max. distance of l'-o".in either lonSitudinal a. direc;;io:i from G ven location. i

6.. Installation of bolt anchors shall be per Construction Specification G-32.

~- A bolt-anchor-+ssenbly consists of a Phillips Red Head SELF DMQN6'EcLr ANCHCRjoR ' - ~ ~ ~ equal, an ASn' A 307 bolt, and a standard flat circular carbon steel washer.. All bolts s.h.all_be a.S3. !.. A. 3.07, or..e. qual, unless noted otherwise. -7 For qualit[~ assurance sie Construction Specification N2G-877, Identification Of Structures, Syst' ems,'and Co=ponents covered by the Sequoyah Unclear Plant . ~..... - - - _. -.. j Qual.ity Assurange Program. _g.. - -, -.. For bill of material, see 4..73M050-1 and -2.' --s m- , 2.m 9 10. Certificar. ion of co=pliance by'.manufab.turer is~ required for all' materials.. .l i

: .s 1

1 b Cnthreadedparts,aminimumprojectionof1-1/2threadsthrou6hthe l. . _.g fastener is re:;uired. nF: g l'2 Supports shall have. a, field coat of Carbo Weld 11 primer with a minimum 3 thickness.~ofil'.7.. mils.. s.. R ~ ~ ~ - ,j.) 13. All rivets are'to.be SEtJ ? LUGGING STEELRIVETS,OR EQUALfJHLESS OTHERYilSE isrED G 2(' '

14.. All gauge dimensions and connections to be Standard AISC unless otherwise

.vf g.%.. noted. n. 1.$ t 15 A bolt assembly consists of an ASTM A 307 hex head bolt, a standard flat t circular carbon steel washer, and a hex locknut. l I I, .s. e.. l l 4, q tr. ort o n.% pas \\ L g.srf q,; ' '. J. y, *. s e-a v. p., r3~. np .,. n. _ u... 7I 5s i '.? T).. iss s-Pt. S Lc','.' VI .,a..w i.m ow l .,.. e.... ;., m ~:- e.~,- v t Mw.., f... w e n. i ;,a w.v i n.~ g ,a 6l Se V "%M.'.[W'i"U~'"C.T v.p ' t I ~

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--.:*.d, L COWAMC,Y MG fi &E~T.^ J<T. i.'."'.r x ' 'fi 4 ^ 6 > 5 ge. t i r; /t. ~ 47AC55-/B YECMAHICAL .~ 13 :i n ;. g e.. --- O ' T l T HTc. ; 'zT r.,y AC' 7 s:,i: ' /.; DMC? S*.1p?Or..S ( 4 i.... i: Yi.* I:... g i...I 1, i..i i i i SEcuaYAH iTJCL AR PLICif l [, r. '..1 as f* '. 4 -e ; 4.. p 44.4.a.. 1ENNE55EE VALLEY AUT HORITY 3.jg,,,_.4 ,,' ;;';-". "y:.i.:. ;a, ,,,,,,,,, ~ - - ,e n... i... a_i w t u i i i .... u. qo. gi,m.u: '../ ', 9.,,..... --' ;. r.,.w, c....n.. ... c.. x. m.... y. . rt: : - avmss.1 A r,. ; +- .....a b-w w i!1

NOTL3 : ~ All r:aterial tha.n te ASti A 36 unle:s othn risa notsd. Certific.ation of ~ -1. compliance by manufacturer is required. h!. All velds shan be per Construction Specification G-29 using AWS E7018 [. electrodes. Visual innpection is required. 3. An bolts shan be AS7M A 307, or equal. 4. Installation of bolt anchors shan be per Construction Specification G-32. 5 An material and fabrication by construction project. 6. A Bolt Anchor Assembly: Shall consist of a Phinips Eed Head bolt anchor or equal, ASE.1 A 307 bolt., and a standard circular washer. s .. ~ _.. . M 7 The Auxiliary Building is a Class I structure a::d cuality assurance is requir<=d ** eiscellaneous steel supports: S;!F CP !!O. P-ll.- 8. For materiaJ see \\73y050-1 and -2. (). Su$ ports shall have a field coat of carboveld n primer with a. minimum '"5

== ' thickness of 1.7 mils.

10. For quality assurance see Construction Specific:. tion I!2G-877, Identification t! -

of Structu-es, Syste=s, and Cc=ponents covered by. the Sequoyah Iuclear Plant Quality A:: urance Pro 6 ram.,,. _. _ _,,,,, _. _ n ..- ~ s, .z-n,......,... gy -I _.s_. 4 23 \\ .-?y;3 =-- AUXILIARY E'JILDII;'I 31S/ b a tb h W 4 5 W S i/l l I i WITS 14"D 2 / Ai:C.EO tc TE V:10 l':CnAttICAL ( " i 1:', ; i:F 3d h' H.lT'.i l I i SEISMIC S'.??oR'l' SPACE F.~r.'.ATER ... n. s.., .e. c,- ..i. /t J,/_,.u.7.Js.~.A. C 7te*4 q ;*..y i l ,C"/Z~j /J C/// '/4.C g g.4g 3 u 3 ..;.r. r n.. yj... g a TCNNESSCC VALLEY AUTHomTY

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C/MENSIONS OF HEATER. W B N; i F/ ELD TO DETERMINE L e -- 4 _ _ _l#Q LENGTH. l. __. l._ I ..,3 -%s I PLi4N V l WRO AT BOTH CORNE uan 3-y.- SCALE ~,V4 =l'O', [ i iT .. I..DETA/L 8 /d / I f g M' " 3 ~ :.' '. SPACE HEATER]l l i 2 ^.% /_ (, ~. 4 MouMT/NG l, _,, l g fN, * 'OETAIL A BRACKET } ). *.' t i I l s I 1 2' 3 1 B s.. ',.. 1 / / 5 HEATER 4 i m t W 4 t_ - _ _ - - - _' - -- f-N '.' DETAIL 4 SECTION B-B %. I '..' :. SCALE 3 "= / 0" a SECT /CN A-A / TEM NQ N).RECO'l MA_TER DESCR TION 2'x 2" YS"fAL ASTM @A35 ~~ ~~ ~,G' ECD ANGLE - cs t 1 2 t ViTBot.T x o'-l A STM_ A 3 0 7__ _ _. .o i- {~ l of4AUARD FLAT CIR,CUL. AR.WA..SH&? FOR V1"6 BOLT ,s ~4 l l HEX NU7^ - V'2.' 4's".-vVHRE3 ASI10TED Pip HCLES._f ASTM A.507 PLATE - '6"?6"2 s 'M rec 0; ~ f ~~ A,5s;co ~Va" BOLT A'/CHOR ASSEMBLY 2 7 AS RECD S/8~4x LENGTH AS REOD. A-36 ws.mc cuss r sinu: runt RCD ufiVA5HERS AND HEY lnECI ',*:iCAL A LOCKNUTS SEiSt.'!!C SUPPORT' Space-y[AT52 a... a --w w. my ~ y,.,

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f /. I. P l i..... S J 3 \\. ELEVATION.. SCALE 3'=/'0(. b N N \\. ELEVAT/0N.._. i ~ \\, ~ SCALE 3'= I' 0* e S.i :..? is.. - /w s /[.&(gpzts) ^)" 7 2 ,l pp:r - ~ / ,.a a- / e A } / s" f/' M /[',% th". n . a .gf* y l l-g] 7 ..n_. t s SECTION C-C A 4 N.'ES. TYPKAL kVALL CONNECTION \\ Ih" ' ' ' ' ' . ~ * ~ i K : ANGLE PVELDED 70 EMBEDDED \\ PLATE' j 5EC.TJDN&D ,3CALE 3" = P0", ' '( b TYP/ CAL PVALL CONNECTION ~ ANGLE WELDED ;70 PLATE L)ETAll A PLATE ATTACHED 70 CO N C M TE WALL kVITN BOLT ANCHORS. (psiswc cuse.1 emucruks) ~ MECHAN / CAL NorE: SE/3MIC SupFORT (.R FOR NOTES SEE 47ACSS-I. SPACE HEATER ..g /I 5/ il 4lN@Ei5 Pai-H'Adl .SEQUOYAH NUCt. EAR Pt. ANT .., ", ' ' '. "., " " ' ' " -. A,,, COMPANICN DWGS. "3.*ELithh% MLT'" 5::2fffiStow.- ~~.:7:P 47ACSS-42,2&j:.k& y].fg. lgSDE% = widm.:::.yps!. 2.'"'E!":: ..- v +.>,1astu,so sracisas as

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e / 8V p EMBEDDED .s-p g--. / '.' R. ATE 5y p p / / 2 .4 =t l /. &;=..-Q.. / I N l .A - 3 ...s 1 45' # f p '.: '. ~.. - .A /,'A.: s a, j E e.- 1 4 ELEVATION ELEVATICAI C '2 N" 15~ / m: %(, e>

s.,

q / / hpuotes yq PLCS[ @} ~ w / v 3 e g SECTION E-E SECTION F-F TYP/ CAL WALL CONNECTION TYP/ CAL WALL CONNEC770N ANGLE WELDED 70 PLATE ANGLE WELDED TO EMBEDDED PLATE ATTACHED TO CONCRETE PLATE WALL N/TH BCLT /NCHORS. DtIML_8 / (isiswa case rersucrune) QCALE 3"" ?PY MECHANICAL ~ SE/SM/C. SUPPORT (' NOTE: FOR NOTES SEE 474055-/ SPACE HEATER /I 5 e ibe tr* -i -Ja.). p.!/MI SEQuoYAH NUC1. EAR R. ANT A ..,7,'.'" f 4 "*' " - 1. COMFAN/0N OW65 "SfLMI MUf*" 0':fQQlsat. ~~.:&4i '.".M:: 474055-/f,d'A& '5 % Td39 l2MYdI't~ .;a.a. w :::: :=:.e f d. kt..... .,.a e +.)114t5iM '.s fs7:csi-2.? Qt g

.'l j t 3 l. \\ kt i. s. -g i (l i NOLES 25 ,.J PLCS)- q g cy p( ,,4 (.y (. i '- C ) 5 or e 5 / 7 4 ?. J / -/ e r 'ble 3 f3_ k, a v ts, s s ~ 'L l BLOCK ~ l' 4' I' WALL A )i A-A ,I .l 5 N I, SE/SM/CBLCCK WALL PLATE DETAIL f i, s/~ t' i I. s DV q bl. l NOTES. e i FOR GEN NOTESSEE47A$35-/.

2. BLOCK WALL PLATE DETAIL /S 70 BE ussD CNLY ON SE/5M/C ELCCK WALLS.-

/^ .3.7(MAX 07DNE NOTCH MAY BC MA:.5 liU D'E VCET LEG of n/E LDWE2 FRAMG HJ EACH OF THf1./ CAT /0?JS $HOWD. MAX. DIMEAl5/C.*.*. D7 /J07CH: I ~ D E E P < 2 ' t C,.i w COMPANION DWGS. 47A055 2,2A,& 28 SEIS?.':C CLASS I STRUCTURIS MECWAMICAL 3:' SEISMIC SU PPO RT 3 '. t 1r-t- - i "a. * .s S e / 4 t.s I r / i * ' *. -d i l i ]. ^ <... :. z r;,,, SP/.CE HEATER 3 (,

j i,...;

e: ..:i...ii..i....i,...Au !...-j l

l l i ggc M.c.::g,cLg q g;_;,a; .-l.::n.d.n..:r ...g ,, s..:. n..:r.a.s ea....... ....!;cun.o.g............. \\r..... 7 s.. ..,.<I.r: vr vu...... ..... u. n _,. : .i.-m <,... :l - p.,u i.e..c.s ... x.. a. c.,v.e. c,a a...... .......; :.. n.u x...... ..,,,;a gucg8.a.c j I

l j' COMPANION DNAYvlN60: 4 7A055-/, -3A,38 4 3C $ SP f' _Af -ACE HEATER.. 2 '- i A m um 3 A.j un. /~h5-I f /y ) s N }&s/4, ;Qge,'\\ LENGTH DEPENDS UPON WIDT7-/ su " of HEATER, F/ELO To SELECT y. x s &>- [ t e N a 7 u, MAX WT Cf HEATER .s g y ii go.

, t,z,.

gp ,9 8 y ~ k%, =': 1 / ,'\\ ~\\- -sre vorr s l T.4 :- 4... . y ;u.. R z q, DETAIL.'8 !4 . 9. %. g y.t,.- _p. - *$. {'s{}CALs l' i'-o" d~ V ALYMT PLAN

L Li.

4

y w,

e a z ,s L, L I x,;;. ~: l./ \\rs. ! w k. - s. r-re // - 4 g .g g ; p;,.ir i

1

_N. DETA/L A f M e (.l-SPACE HEATER L Q s- .g / ' ldOUNTING / J ] BRACKET / \\ s,. ia.. c. ,l e- /- a*- + 4 HEATER 3, t........ .t_. i P % 2 f % s-SECTIO!J 8-B SECTION A-A .j'(* NT5. SCALE %"= l o". g.l% j ~A o iW M NQ;NO.NECD MATER /AL DESCR/PT/CN~' '~~~ ^ ^^ ' : 5 &c / l AS REGO. ANGLE - 2*x2"x g~~~~ ASTM A36 }' ~ 3 I~l [ STANDARD.fl AT CIRCULAR VIA6h$d'VbR}i'.[8ll.T ~ ~

"'" ti'4 8OLTio'-/*

ASTM A5o7 2' ' ^* T "/ i %<:':u~~._ 4 ~~ l 1 HEX NUT

1/2"
~5 ASTM

.4 3c7 ^ W 6 ~;AS REQDi PLATE - 6'x5'x3/6"- n'/HOMS J.5 NOTED 1/z"GIJ5TET~A57512.h'&. AS RECO .?lt BOLT ANCHC.? ASSEMBLY M ~ ~" _ 7 .AS REOD ! *ebx LE.VGTHAS MOD 4 5s Aca %M5.+iR $ NEx &oct Nurs " BOLT ANCHOR ASSEMBLY INCLUDES A GISM:c CLASS 197.9e ruPS

t.

t.

307 BCLT, C/PCULAR WASHER, Atw ?HILLin. gggggy,(,( RED HEAD BOLTANCHOT CR EQUAL 35,5y,c Syppop, SPACE HEATER

s. y lf.;

17)',kt': y l ll J. ".1O. l g-Q. (. n SEM.'OYAH WCt. EAR P' ANI g j o,j.., i vi-TENNES$CC VALLEY AUT. CRITY IN '/'f ' o -

3 *>' s =<. e n a-+ +i n =.

t. h As.

.i i iij

ea

'~~ y d S, l., f*: [$y.t-~.$.t,y::.... -.s:.it.w.:it.w.. FC2 //GTES SEE ,7*T"f C ~y 3' . :.. c::.:. ;- je:.........,,73955.j w,,, 2 ' ......~~.."- -- ~ . r... < .-... ~......>,... p.n. u.7.,.:i 47nS5 3

1 Q . ( '/ s /.s ), / /~ FD ) E \\ / y/ EXUTING EMBEDGED \\

'. PLATE A

\\ \\ 1 / d /a \\ t 1 ELEVATION SCALE 3'= / 'O' b- \\ ELEVAT/0N SCALE 3'= l' 0' ,s g.n.. a s /h' z('>2PLCT) Y ) 2}' HOLES ) er-i i ,.*/ r u a 6: n p ) e.. ? 51 s j / s SECTION C-C A' N.TS 4 'Y \\ TYPMAL kVALL CONNECTloN I[ .s ANGLE V/ELDED 70 EMBEDDED ~ RATE' SECTION 0-D 3CALE 3"= /*0' TYP/ CAL kVALL. CONNECTION ANGLE WELDED TO PLATE DETAll A PLATE ATTACHED TO CONCRETE W4LL kVITH BOLT ANCHO,PS. ~ ~. '( SGlSM:C' Ct. ASS ZSTaucTURS). MECWNICAL AUTE

SE13MIC SUPPORT

( FOR NOTES SEE 47AOSS-1 SPACE HEATER acuc ~ ucu. m e ,,s, . u,..,,e, m..... _ e A ..(<;;,3 y u COMPAM/CM OWCE

- 5.'EI 1.'&.5 N.?*'"

u = sN wy m m - r e e r e.s. cA0ss-pash k. EO.= +.n.m w w@ou.u M"L, 72ref = . a w.---w e a = = P......s .._...-u.

== m w

, n :,- w. .p C N. Y. p s f*V - /.s 's i-uz.= ihp 5y

(-'.0/ST/M6 EMBEDDE 1 I

/ TE a

n

/ sig

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N c' ,.A.% o 45, U A. ~ h 'i >. 5 .i ' /,. ' 4 4, E 4. ELEVATION El.EVATICAI . 2f' /l' C.. nn as 7- .sh El a / \\ D = e' w v j2 sw e SECTION E-E SECTICAI F-F l 7YP/ CAL NALL CONNECT /CN TYP/ CAL WALL CONNECT /aV AAGLE WELDED TO PLATE. ANGLE kVELDED To EMBEDDED P/. ATE A7TACHED TO CONCRETE FiATE. h!4LL I477H BOLT ANCHORS. i DETAIL 8 (esisa1E cuss zemSws; 3CALE 3~~ /* 0" /dECHAN/ CAL i .c ~ SEISM /C SUPPORT C. SPACE HEATER /1 s/ U M/i-eMJXI-w.!-waJhml

SEQUcYAH NUCLEAR R. ANT M /NOk 46V/$ /ON f

TE =I.. l Ww b 6.6 I I I O/p/,,. C,5,S,t t, v,A,Lg,Aut,nosut v ~ nMM em~ .8% L T. %w a oes n = M" ~ & w =r z e u. e ~- exoss-i, 3, as, sc a = .... a - a.n.uus..a,

r 1 1 I c .t. n l .) 19H0lfS Eg \\ [ s. ,,\\ (4HCS)R g 4 i ?c ' li C OFPL ~ r 4 s g y' u a ) ) is i 5 5 4 / h 7 2 = !V r g E:. ,3_ L 6 3 s., Y N u i s. s., 1. 6 s. BLOCK 7 v 4 WALL ]' ) A< i 3 A-A g' ,I;i N l SE/SM/C BLOCK WALL PLATE DETAIL .) s 1 n i a ,i i 3 4 4 tm q h) b

h it.ji

.I NOTES: i, L l'OR GEN NOTGSEE472955-/. Ii E. BLOCK WALL PLATE j DETAIL /S 70 BE USED 1 CNLY CN s2/S5/C f RLOCXJV)! / C m

3. A friA.Y. OF C!)E NorCH f-MY \\:

BE f)'ACG thf ~77II v2K LE', OF "GE LDWIR 52AMi DJ \\ EA CH Cr** D15 LCs'A TiGN.S .SHQ:.*!?J. ICAA.D! MEN 5/CM3 a oF tJc TCa: /~.CEE<3 x :.-L a.. i ~ COMPANION DWGS 474055. R Ef d38 SE!S'.',:C CLASS I STRUCTURES 3i '.t:'C.LMICAL 3 3 SE!SMIC SUPPO RT ]3 .l i _. l - 6 i I .I 6 6 l i i .- : +. e SP'.CE HEATER 33

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...L i...s. k..i....!,..s.u.l...:l l 1 l n.., ggcuqu..a.,,,, c,,,,,,_ ....u....,a..........-,., . r__ ,,s..i.,.,.,...,.,.,t, . t o. ~ w. m 1< s e...'.<. 9.exx..... s=ss.r. l. G t..i. Li.~.'......:. .,.- ~.

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ML19330A090

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