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HomeMy WebLinkAbout2201 W Lauridsen Street (43) INui? "/4 9Nt?+tb hrG? Gx4'f vG -P'�yA'C l � I• q . ,. 0 I • I IOFIp•�ht ','9RMAML FjLpA) �*•O law I �— seaG 9tfa 1«1yrt _ _ K•K Gb1At�L1't`�s�[. Wa,d ''J.._...Wet I - Ell � 'Op lY? - 1M4i�M.•fK7ryb t Z'7►n 0 I OC P-E-- % J-- I a !r�f?10th iapat L`L < a ` larortt ad,r r��p.��-�• I fl � — - —�— � O _ ( %prt1F unt-+OM. � f s /d�� Z cc,S/e ere AN &*C"AaWeLKR I _ t� lyl OF DOOM I I Seayas1 tea 0 2 Q LU O au 2) 5IMAA, F n,.�tA,Ir.I I I I pmT iwy y >� d I O � �1 OH p`s? 7,t�Erp-fbr OF h"Maro _ lm 0 (J• O" M Z " +' hlMf►.p.1 FAIb `FD• I O v� LT3] •liMloN s'gZb I -or 'Js h-t>3 .;,k.V2bd.0 �� I Ca �.et/a� Tom" o+�AT� :ONST'N i s R�l o«tet yf ynvv .arF rxF e.u•;� J 4 :,t, '? o I J d sk J I VA.o2Ia>.zeF2 I ' '�"- . F J Top eh1f (Dort X V lr �. 'xtse n Ot 0 -0 at W :7r+dAC-ED \S.PQ rl,l, Yj sI�I Leo 'n J sr♦ C � w < r _ - RAfIU.yaw -P-TPP11i < M W 3 0 ILI �- I f - y J f�j'.� i fi!O'- Q_! (Ti7 eMTi91l. NOE�I-a_U47 "��IM:)' slserw _._ _ / I L. 4 AID rt (L)�'a•FMM ..A'1 ����- .. i ' 011l� Ti A -- - - Aldo �, - -- - -- - • I M iNIS&M71My ifra¢ �,xl�Tln4 r1AN4EA_ IFI. 2y6,31 � I ". /»8c 3 3� T a _-+• ' (L*M. ;USES - Wa 1Wy T. 7-:0" , 1) 25 f f serer load With snit acuaalationIn aca-ardutce ritA 5blpr tart iaa17- -�I v sit for _ t1 . . s !- -- --.--. ' ,•O' IG•b "_ 5•- J ,•,• _ 4'•i" b'-+• -- 2) 5.iadc tare II;: 1479 UBI: a a r -!' 3) 75 rid tine With exposure and ret factor 'mff•."SSS svlual to 1.0 interp- ap Q(� 110 i l( w ) let" between exposure Cud e[powre 9: I At' USC z - -� IPG + �� � 1MIwcAeTrawl 3 t) Soil bearing is 1500 paf assts per class 4 of table 29-9 L=- Placa footings, 5 a Q II �:; Or = m fin neral undisturbed soil. a a �y �_.�Id'i�,Frft t, - r r MI r!'� 5) All cartructim shall be in accardan-e with to Ull: .ud appliubls standstill, 3 c tl PGGO�NTINH AIS[, PCI, and N6, t►allinytr., Stag «i/1aFY Specific.,nd as, laicale editions. `® U I Y a E� ?•r�•r.l� �G PILE . ARA t• `, /t Iryl - - n e_ fatact the Architect regarding ally discrepancies, uai vel or gtasaiaFabl• - a Ldltiae, ii^ ` ` Vu t fj \K.s*4.- .0 ���� I e C �IGyOR 11-2' 4'/Z 14" [[��__ 0 Caacret•: �� MANTW4 N,I•/r, _ _ ' to Miniaa concrete c strength shall be 3000 psi at .a St wetly a nment slop e•' X winie d me content of 9s seeks per yard old Jest air mtni�rlt m foundation, � I ISI ts� . ,'i I lace ad dnx all cancr•tr per ACI edea ad standards. 0sinfomift Steel: All nittforeernt stall be ASIY. A-o1S, Grade IU. %tided watt Italy to be A-19S. lap a - d reinfort:aaant W' mless rated. Nook ad lap bars at corners. Fab r icatim and place- , Via 0VSGv&47- ��'Jl�p1 r.� 1 R�rt..QT�t�T� went of rclnforctAL Per ACI Cade and speciftcatims. L00."P" Mood. (- 1 /A�b?iN4 rAN.,JAa.K 7 -�« 0 All interior std ell fixating shall be Ibultlas air or IAmI-Fir, stud grade 13 or bet q� y,.aw p� 5rluAtig IW, 49, I r / ��F! C^<q G�.e.,V O Ad1 6%. 1iv, rtYrY,�wtrwusMR- R11i.7 F-' _ ® �_ ®� . All 6t Walser to M SF all. All other limber Lt With be rte better - L�!!C C•vaMIS y� -_.+ All Weed in cmtact WIN eau rete s!ul: bealoe*ramber atrd. \---- D' All rnrocton specified arc by Siaaroea catalog naaber l21}l. a N •� �pa�: -ully real all crctors with the +I-e of reals ;.t fa id in the �igson aloq ewe IY. 1 rept Wises noted otherwise. Equivalent ,anreator, my Aa• label with written approval QOF ?. X16- -�fl.ANTIN4 N.I.G. --. ?` �__, t �)0^Jl'•/ �. M of tL Archltact. Oalter all straps betsesa the Inv, g for each Use With N' } sMrY toils of ale sire specified for :Y S�snn Catalog for each cauaec me unless _ - - -