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146 <br /> Charles A. Lane <br /> • <br /> Wac •gym[ . .f <br /> rt`~7- ,ji+4414 i4 • r y '/* i•r w s v +.'- q. 4 ..lti s v L_ k,,c <br /> ice. • rx _ w, .� ° <br /> • 1t� x. <br /> J✓ v " i1 ..• . MO.••C+Y +'C.——D, ► ' r ,1 . +,, :i3;w: -_.r <br /> -• <br /> • <br /> ftr ---,r.—...•L -.-,. 4.--,-.0,,,,,F-4... .:...,..,,,,,....;,-4,:,7 4- 1 i�t•V +' •J•'ii•. 4 ` C .. -''.''Ciel. -.f yciaca. �F �r+n" <br /> • <br /> „ ' • v ~ �S ,.iK b •.. <br /> % <br /> SWeL��,.. � 1� r.Wt'fo. .•V -Lydw. � Y� ^. j+: • '••:;:a:•• •• <br /> iLt' * ) a iMr.•►.. �►• + -e•- - ` • h y'F r, "..^.+t� <br /> -"`�� g-7:`.•� • <br /> "'�•N��• ' "`• ,_...�-._ i',,,rt.ra.. i, r•.c. 7x.,cnC.y,3a ="'4-* a.�;' <br /> n� ','F' `''i, it'd':rt �4 ...•-^�+4.....„.44;...-.0.....1::.144- <br /> r +n_= r } -„--�Fti"�*vr 1.* 4.. a <br /> r~�X'�++- y+1�••"� ;ai+P fs� :a .yY�.'��'�” y,QY `-t � 44.--÷-,' � �. r- ty.,,vw .r ,..r_'r,4.t-Y31� <br /> �y '•�c .'.?&Z:-. ^►.--r ati�_• 'lhlr h)rS, ..r K^•�ey '. <br /> % '1,i, -- y r i, r.'- ,. ' '.+ter Ae•—t-tr.''ti'- 'Se.,1, `1i?' mss. �L�•.�. <br /> v�.w' qtr 7? r....-y.� .. _..` r-" �''..E 's.. �?4a'Tx'••- 1 '- <br /> - >.t. .a.C'I ^„ wz _ e. �� � ,.X117 <br /> l', .';;-fat `` `^.�• '' ..4. ��v +"� +4�C.fv V,+!ewk:., � ^T+• ;t:•. {ff,-k ,�,4�'` 4wc s <br /> 04'.....?-6;;‘.. <br /> {y u v''•-lej,' by; ,,, + '� •� i f '16,',.... .."*"'- *• 1 ".- a,a 1 'r <br /> ' ,- � �_ •- � -,vet -.. �•w, . <br /> FIG. 3. Side entrance to the Camden State Park house. The precast concrete+drar��.Y._��• r+��' ` .r N <br /> sound, low-cost ancestructural system for �l~y <br /> s <br /> a <br /> bed on a precast concrete roof system. Walls are reinforced 12 in. block. Butyl sheetswereused asrwat structurallytooin <br /> penetrating the side wall earth berm. Roof cover is 18 in. covering a sand <br /> ,. • waterproofing <br /> t t <br /> tri' ~ Lags ,. • <br /> t.p. « ti✓�M'ti_,...ti.{f s�Li6 <br /> • <br /> ar. <br /> -tf ..f•- -0? .__ y #may r1�►" <br /> 3 <br /> N 'L' Y.. +l► s. • '''..C. <br /> fix- <br /> L l4%., � , <br /> ..', tf+gT '" *- - . .� t. i; - ,sp0' ". ;'K; n 3%`._ a <br /> _ <br /> JC t .i. jI .L4 r' .Yl+." <br /> • <br /> sifts, ; <br /> • ..s <br /> '\ x. ,." i � "'3 : - a ltn1i[ .!!�'�•:':1:" ^- ' e O,i • i . na v � p . .• •. v ' • . ••'w .' <br /> .• <br /> r.i <br /> ..... <br /> c ,...-*4,,., :r r - • ` ...)e-- <br /> _- yv' lh �+ti.„p � • • ti� 3� • y . . br . r 'h <br /> ... Ili, , i... 14,,77,,,,,... .......'..,-.4t,•-kof.i.„,....r.t.V.,...F..t.4Z4”- ; ' •''' ."••• ' ..-..._••••..- <br /> ' ra-' 1 <br /> .„....:: <br /> - '.- - <br /> . '. Z. y4•�+w "-'-..-t r , -.-•- "C ?`` �► `^�' .. . + <br /> lilts� «�_ � n°iky -h .r �s. "tti. Vii . <br /> FIG. 4. Precast wall and 12 in. roof panels form the structural system for this two-story home near St. Paul <br /> Minnesota. In this structural system, the intermediate <br /> earth loads. .411 lateral loads are transferred by the floor slab andr is roof designed planks. Becausetheintermediate floor is • <br /> free of large structural obligations, it is constructed with conventional wood Distframing.ppfor the wall lateral <br /> poured concrete side retaining walls increases structural efficiency while minimizing use and cost of the material. <br /> The bend in the <br /> • <br />