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8800 SW COMMERCIAL STREET-4 n and Construction q9025 S.W. Center Street P.O. Hex ' '84 S.W. COMMERCIAL STREET f igor}i, Oregon 97223 E =i E 4� I`"A✓�'N� E�+T' Phone: ('N' 20& .', EA167'14Li TIMlSEILEL2 PP,lk �•t�Gr� --.� I,.l�Nphi.Alr'EC� hada Gt�wr1,et v 4Ra ,+ Jf � l�I�vEL�n EGG+E t r+GSGhf�:� l��� FAX: .50.31 -�a }� (,G',l�fe ►� GU?'txr� A��R _ ,�.- - �'Q - ,I. _ _____.___.__.__..___._.__ __.._. _ - F �!� H'ft /rr�T N!:'r.l L.�yp�vAP5 NI:.W 'rt2CNGH VP.*It4 ___- - ��` _ - -- 6LA GLIt_b /� �,,j r I �I�L�•F J - _ •-r.--�-=-� � '-�-- --f - -+ 1 � r... r�, � "� 1 � - f rI *,'A An CF!he I1mMANr TN"E I E•X1��1'lhta Get+G Fr• I I } ! I ♦ o iI►�I t I I I - M A:V.g I I 1 1 1 1, '�1 r 1 i , _ MAIN ••-' " ! Nl:w GoHGI�ETB ` • ►'o - ,. MAN b.;�012� Z3 5wAC8g r rN NC-W LAN06GAP6P I#5L.AHV'Ft-GJ �...r• n,1 v1: POUF L!GHr ,;ExT�•) '13 1,I°,*G E h s 10-d Ef►. : 230 . p 1 _�. EXISTING BUILDING _ �-�` , I ( I ! • � -- 4 ! 19,840 S.F. _ -------- pAleW N(1 �wAe - - I + + j. ` • - - o� 11 \ I PROPOSED 5EE DrL► A-^ ADDITION • GANOp`t" AHOY� -� � .•- �- 1 � 9Et�IMlENT - i 3,952 S.F. !'. ► /�~- f ��.. 20 4Irp bit lo'-�' �. s 2a4 G oN Tpo I. MAN !)0:?h -�----- o: - LCAtVIN:� GOGk (GGNGI2 , E) NEW „ANphGhpl.D I�N0 A. GU��; NFNr% • ;IAKA:�+� _. _ - r. ^. {', - I • 10-0 � I .10 p l GD�1Z 4 1 gr�aP.� � 1 } �•.Mr (�" EXI�!'INl/I I i I I I ( ! I - • N�►J ;.AHU5G^P5t7 AL•1. OF {L1�ihG �.._. _ _ _ - f c�4�--- i GOMG�FtE GUMl� ` I i I I ! i j 11 15L,ANP 4. ( :JIZ� TYP N a CNG. r, �� ._._.__ __._-- _.____----•---�-- __..._ � `�5 J." 1� � ,/•' S'.p t MAIN �N fz� 1 •w#-, 1TE D1.6PmOAL /�f' ll -t* Wipe p,*INT�b CvT12IF0y -FYI? a. 3b.o �- (6YCLONL FENCE w` WOOV F�L41�) �- 3'-o»Ft p YI �I r''f KA I Ii,,Ot t? Fe,0• W - ,. !"Roylop, � GG 1 H TRrNg Ij1DIti �F'WUH NLw f, Ex!4271H(A �U F FI&G E g Tyr. �--05Ep�1*-1 F hT' C��r��L >+�r c� __...___ PLA�'rlCi U1 Y". SrMbUL COMMON. WAAAf �� (MIN.) SPACING �� • Ip' G,, µ:~'Y BOTANICAL NAME SITE PLAN -- _ RA YWOOD khh 1 ---._ — P _ V 12 1 1/2" CAU ER AS 5Hut'l+'� FRAXINUS OXYCARPA RAYWOOD � 51GNhtA� - � �l I • ;' r I "f . — !"" 30� - RHOD4DENUr�ON -- 1 _ 5 GAL. CANS AS SHUM4 ! X01 '• �,� RHOi?COMRON-COMPACT VARIETIES _ .r � Ml1GNU PINE 2 2" CALIPER AS 511-110111111114 �� ` Ilk 417--, —_�r •-fir -� ;; r and Construction Services Inc. 9025 S.W. Center Streets P.O. Boz 23181 -1293 Tigard, Oregon 91 �' atone: (503) 620--208 FAn (503) 684-,�y �xI 6rINtA �, N ►�• �, _ gNCW FOR aL4 0049%L /'�i�-�• -- ` � �—_' dpWNbN0U1 r� P�GUP"EII� ',V (JVE1� rt.ol�1 f,•-,� GONG��rE MhhONRY uNIT WhI.L. -� P!'�INT rD Mht'GH "'XI�''IN.-t I�U{ I.C�ING�I � � � .✓tc Ga- (� / 411/ioN le 1 r. -- .r 1 _ _ T i • _ D 11 Y 0 N G•M.,a.7 ___ - ---___.__ ___. ..__ __-____ �-w- :___ __ ___ ___.. =�-_ __ === � -=_e -_, __ = �_ :: __.ori t c� ti _ Z r-1 i - -- _ wl�..... . I 11 wES-r ELEVATION REVISIONS: '/8;' • i=n" /� I-Io -SIS fszrV;,7r-tV PROJECT: BUILDING ADDITION TIGARD, OREGON CLIENT: MAGNO- HUMPHRIES, INC. Me th U tz�;D — :0 L,412 rp r1 A TG HX!0--)T I N 4; WVV 1,)" CO1 m ST. 11%.AA -'RD,AOREGON G.M U• 6UIt'f71MGl ! ! r t I r T I '� (503) 68 ;._5464 I rir ! rllll ! 1 ! r ! ! ! 11 ! , 11 I _J.. J_ _ — ' Date: _ . .. _.._ -._ --•�--�-- ---- � � u � !D• � 6 • II � 1 u - - Scale: 1/4" 1-0 ' f NC- W C M �-0. WA = Drawn by: J. r pAIHt t0 MA1GN 9XtG'f- _° Checked by. �a IF I9 r a ' I I ' I � i ! �l 1 I I 1 t 7 I 1 I Job No.: 2468 r� Drawing No.: i W110roUT`..1� _ - - -- - -- _ -. - ._ a II nDpR- �� PARTIAL NORTH ELEVATION ELEVATIONS f :: F titA-01�1 COMMERCIAL % ' W 2 o '9 2 OF ..-. �.- 11 . r„ .:,.. ". ,.., ..,•...:, ,... • z f .. w ..: V �. ..•i .;y-�.. r :.: ,.. .-1*t- WW iu, .. T•d:;�q n^'It�A4,7rt i.f..:'7:1FI'.:.i aii('.' 'MJI: :�'T..-W .[fi1R.Jt..rf.... +ww[_wM,+.-...•_.n..__. r I .�>uuT•F rM .,. ran+.*• ,__.�.._.,, r - 000 If this notice appears clearer ih:�n tll�• JUN 0 Z 2 ... •- ," document, the document inal gwdil�- micl•tlfllme(I !1;T(r11 �1}) IIl;ill+i�l�l i Illjllll! ill I IIl;! liI!1IJillII111 illill, lilill,l IIS! I illi Ililili I i i illlili Ilii i ' il ' 1 f I i � il ! I I ! i 1 . ; II !� Ii.li•!. Get ! ! 1 I II , , ! i i I I ! i, il ; I III;! i !I ,! I ' III! it li ►! • Ii l ; �, INCH MAD IN CHINA _ 7� Si II i. 1• I ., I ! 1. ,fi111 ,1,11!I!I!!I!Ilit�!1111!!Ini1i{Il i!1lflli!1!!,r!I!111!!IIlI!!II!!liliili!iili:1111111 n1111t111n,111t 111111111 Inlilnll 111111tt1,1!!I 1!! !' .. ,1'.•1 � 1f 1..� 11 a 11 1 . •il 111111 1 1111 11111 ,: ' ��:i!S�•e-,s�'+:erMrAk�•yn�k"}'MSL•im4.w,-• I and Construction Services !r� t416 -- -- ----- Vsx140T Ih(A . _.___..� 9025 S.W. Center Street * P.O. 130123I ` Tigan±, Oregon 97223 1515011 (503) 620-.?Ca 503) 684-Xi { err "r •� � 1 1 ,135 i WC u11 orate orrice Ortice orrice wrrce 1 Dear • r_ * 1 ' r I L._ I ! - — ..� till ,>✓ --- a� �/" torr 1 II L1 t CONIFFIKI Ce CL I"w A� �a"r" � � woo' - -- yy CAPSUIP S.W. COMMERCIAL ST. &II'll - ,t - wAiNDOWN s _— ~ Rot •-' :- NC no l ��' '0e,.M.u, m� Cwh�:� ! Aynlrl oN1)(16r,�u! `f ault.nlHw • SITE I w,/ , 't INA it _,­-­I ----, __.___ r_ ______-_ Lin �i 1906p. EQAIP'-'ILNT ( �EL � I. - _ i _ /tt'.1ri�4h 9, Hop • j ntrot" .-� 5' �GY-h�•T'(P, �n ILL A 4- - r 4 t_-- •r- chi I j �r 4 1 j t SOUTHERN PACIFIC RAILROAD COATING LAIDtle �. I REASIONS: _ _ FLA' 1P O K TV". I ' ¢ IV JLH I&A 0 f, l 19 rPr 001 L.6h WIfMG NOWt [a1�IrNr. COA�IIW PACKAUIMp F-00 1/ riAT WAL4L AIt0UH — ?per; I R04M YI�M�.tFT lioflEN / 14(; N Epu►I'MGNT j ( I Acor, HtIG�NT I I r___ '-_� ^ - i �NfFp (AOO OAF.) LAKE 1 ! 1z.M MLC.H. %GDGG P«{i .Tri. tilt N,7'F ��E1��.�.•� I^. �+ A. ;r �.IGt,E ��r; t►tf�EE� s.l �� TY1016,A . E,XIC*rINC4 0 CMU. WALL IDOL Irr1;��1�3E ?,,I,D:�En (taoureo lax IhriHlq �XlgtlFLry - '• V 9 RT, SITE PLAN SECOND STORY PLAN FIRST STORY PLAN 1". 1001 y1 PROJECT: BUILDING ACCESSIBILITY _ � KEY MOTES U.B.C. DATA ADDITION 1iVARU, UNE_vUiJ I• GOMTIROLI�p OMRATINCA M061110441V010b AMrj Hh1z17WA1ZE) Q-_. _._ � l _.L.uMlrihT5b sxlrevl4Nc:;, ( t'Ep- U,0.0. 31'�) IN(1WPI14GI 6WI'6HFfo rHM" CONTOOL L10HTIN(A AHO Y6H11LrATI0ti *K> tt.?GTFIGAt, 60NVFp4I&H6M 001L15T0 `p 9,',4 HF,, pI�G�TM t7OOFt � /� MErLY. EX►r 0UUFAH6f GLA��fFIG�►T�©.t -.. IN 'A"0CAD1.p, �t'JoI�G66 l h i3ON la ar'.�, <061 Lp. iltowlVb ' d:20.aS OHA .L IDE FIzDM TH 111m; 0.1FN T. OIL A5 rhprco 01Z A%ZEC;KVIVL4 SLP-MENTO yHA.I, 60MP'L-1 INip)lvs H/OWr Cj1i co'L. !4� �:Jl.�t��lt nil, I�;.�/�t2 A,95A_ *,x{gTIN(A itle"tD 4.f;. C �1s�►GC '1200%� M� ;.1/ arCGTIOM 31pq tG) or- L►.IyG. Kr %Y AVOlf10H 3� r2 -ap. MANGO- 2O HNNDI✓Ero I"UL.LAv L.^r&H1j0 LOGKS :''''HGK DP�KATIN W © -- -- 0;'&'A l fu," t,1 xmr wEltq►1T (*ol oo khiC�u pFhl.L C l.1G rwelfill�r�. 2tv gTARY I Z ?4 0101• HIJMPHRI INC. �IrY1G>i•� 7N bQ01>� WINnDWg, GAb1N�T�, PI.Uh'1�lNGt M�IXrU1L� r�l�, TH EOUIV,AI.GNT 0i0iab _ 5 IdTDhhGrB F^61l.lrl� 4yHAl.l. HAYIL I+EVL'mt 0R OTH6K OHArr 7.b ( WLID e-gP '�UTAI.L. LOLL*) WHIGM HMO a �yAi M 2�01*0 h.F 1 11.'14 a 2 519 2 5.F. � I 1 � !irrpLmiTTIH,� G}'EpATIDN �'Y W�i� t?1L ApM r�eU1Qi� N01" FIP*l IzArimeA O{= 4 f HOUIL4i. � AH ULJIV. 601,ID OGGU 'ANt L•Op.tP; M AL S1 . PROUAINtR TlemiHT Ul�hrlH4q PINGHINIj art TWI#jT3N4q ra 1'HIGILN?'45 or J.15Wig. 4fz 4 IN h + HF. GATIN4l) �F�1G� d2 TIGARD, OREGON ar'�I2Are, TH& Worace KSaull�-t-st� Tv ACTIvATF �auGM 1'HlE ExTE�ID� whLt, M� r� rHM �• M0,1L elu! liiMF.NT 5H^L.j,. 00 HOT wagATEI. 7HAM 5 POUH09b KPOUIIlarSMENr 011v rH6 Z-H 60Hr6TKUGT10H. r71Z46;tp6IH4$ h® ( b03) 685-5464 12.4 ObTop-y 3. i HL` Is�G�OI�• Dloal I•At1aINlw SHALL. N01• ��S MOOR TH�►N 1/%z° Co " - -- GXIg i IH t4 W00p OTi4P WAU►.g A96 rO bE _ LOWER TMI+N Tf41E ?k��9HD1,1a i4 THE 1�Od1QWf•'(, R4M©V�►t?� I�epL�G6n � 8 GM.u. �� I NF�(MIN) 51;rAa�rlr�1• Date: 11--28-94 ►�D r-amovg ExioTIHig WAu yomm t. izr% rLA(.is OGGUPAMGY (AFLOUI't 10- 2 Scoie: ---------- '�'• rHE E HICAHco' .01� P p�+Pr DIS �CM�/11!tON M NT,4L, W/ nAMpCp.Et2 vENrg rwiaou aH I�t?f *. -- - Drown by. J.D.A. o''Hsrt ''UNI aoL blbpl�M40eti� , re LA-,C1 r bfHro)t C 12 f~EI�• ToC,ttzUaYNK,NV Gw� ,, �HE�'T -;j- I) -I. ' � ._U,r_. _�;�t�atRUGtiDN� Checked by. S.E.T. 9!'19,"PJIA r_-&tii�P'INMr G,HI�I.�,. �,l1-111'f11N �T LCl�►�OT ONS L4 ---- OSPI NODI? RhTBt� b�UM 1'`(F' rJ'lElr?r+FAr� �'J� Ie-)TIH 'A _M-M Job 'lo.: 2468 D THp, KGAGwI UES 6ft61t 1510 IM d��G�ION X510,160) b R AMP Mar l.0l6 1 MRN fit/ INGHI�� IkWYF, H�. I"L+OpF�• , 00 rP.otveo% p y Drawing No.: �-- A(,T'F-I CIA 1. flllii 60MMUNI6#4TI0NC9 zbYcoTFM4� ItFGfI°TA6L•I's15 �- - bt-IE Houk PA-rso WA;.0 OR U0C1z MR., tiNr GZON WALLcv gHALL 171, MpUH�raP A MIK. OF IP (NGHrj2 0r- vn-;UMr,-Nt* POZIOAPtn' Wr MIL.L-SR - (5rAitnaH5It +�IaN h�0'✓E TNS ��DUI� , ING. 10HA`LjL.TIN(A ( 11 20,14) �� -- -- 4%' &,u�,pV12A1L. wV 14." 0r54 (OrA61101i ;�•wN. [ ��e,� ,q��aw ;.G • I�.r�ao r�,rr. 1 NT�RM Ld1h1'L aA!LIQ , t�E��.�• 'to Gst�+!I. te/a►4;_'1 100 !H r,i_R A4bS POW 3 Ya IQXX; - 24 000 4.r. DF WOjzkING gW,�10, rizer41i.EG wr MI6.LAK - GIAAPSNIEF. IHC,. EIRE AND LIFE SAFETY PLAN OF 11 IP 94-0357 88np sw COMMERCIAL 101. 9 0F 3 .�.,. •.+r+n,+r+�r,:�enn�r;.w+www.1.wn�w.n�.,._...in.w.+�.en^,*.,w,�..'•' ^"��.r..h„ .. ,,.-^ ...,. '.' r,�^ m'. x•11 - _..,, ., ,.,,-. ., .. .. ,v.. .... ..... . ,,, ,..,,.. �. ....... _ .....•.,. u, k If 11is 11olice :1piwars cleact':' 11:111 tilt, JUN 0 2 2000 +' document, the document is of utargi11al qualit! Illy I'It) I I IIIcd 1,(111IT11 !1 !� !; !' I(I(I i I(I(I(I�f;!(I (` i Tjjli�! j!�Ijilllij !� illjl { ' ! ji1i � � � , , , 11 I ;SII � ll ! ► illi IIi{lii!liiif li►1i ! _! I j I'I I ► i! I ' I I !I ! ;111(11 .111 i I I�l 1 1 I ! I 1 1 1 1 1 i { ! I, l U0. � ' I INCK (�MADE IM CHINA __.___ __ I _ U0. _ 1 �-- 111 iT� If ti� ti3 1 u l III 1111 1 I I.. 1 I I. 1 I. 111 I II r!{r1I, I I!!I 11 lllllll,Il l! ll! llllllliill,111I:!!!II illn!IIIIIIIII!IlIII!l11lli i i „lur�liir:i,nli ! Inll ii 111111 IIrr11 1 11!111 1 1 , r I Intl 1 IIrr1/1 ljllllilr IiI!1!Illi,i'iillllmill I'll } II r!I! ! ! If, .1 , �,,..... . !_ ..1!111.{iii.... ill .1111!1,.... ll.,,,,,�IJ,. „ILI,IIL,Iilrl i,lili:rr III,,.i.iJ1111rii, .,l r .11 .,1 1 u1 I1. ! !1lII11.nr1� -a� �. 'vv 6-2 5-2 104'-0" SPREAD FOOTING brftiCTURAL NOTE6 31-9," x 3 -(P" x 1244 DEEP COPYRIGH1 J"2 W/ (3) fb EA. WAY--- I TI-9 ,:;ONT*/4;TC* 16 POSPON61MIE FOR *.*fflIC.A7ic*4 AND 13. TJI, AW) MICAW-LAM TO 0* AA5 MA1,4WACTUIRE0 15"w IJRLA .)OMIT A001or Gaidner, j"G. r-OMWEL.ATION CF ALL IT" AND WOW NEC-9"Afff K)R C46-4-LETION?.7)F 4* I".AZM"AP( NC WITH INTE111111111"'IONAL C4*f*PWN1.k OF BUC-DIN(v All:--- — — — — — PftOJCCT AS WVIC.IIIITIED BY 7�-e CAC)NTRACT 0(XUIENTS SHOULD A#0- OWICIAL6 (IiI W6E44C44 AFT4W_)VAA.. FOR MIC4W.)-4_,V1 Fb - ;40" Pt�- QLAWION AF-'.*SE 11111111GAWWa THE ISIONTRACT POCAMILITO On 61ITIE E-20"K&I CONTR4UOU6 CONTROL JO NT GONDITiCING. TM CONT117.4CIOR 94"LL. REQUE6T IV4yVNPqC- AND A 5111tJOGIING Ab RECUNOD EQJIVALENT PpOXAKT6 OF QTi-*.* FOOTING C4.AJQ*IC'.ATI0N P"ON Ive fff4KIIIIII MEl'Olft Ofts"4WI TIM P9WVECr ?4Ak&F,,XCTUPlCR6 MA- ONLY 1W UGEr, AFTER 11MVIELLI AAD DLTEWIT-4ATiON 5"' AIM TW AAG&" eW *I;,," IWQRGT SMALL &h3vhPY Tlo�Al TE* CA>i(r*ArT0lR 4­14 FWjINEER OF RECC19111D TWAT PiW)CAIiC_T6 ME-&T r>F_6k:+, 114GUIREMENTO NOT 5" CONCRETE 0sjOiCa. T'TP. TOTALLY PWVIIFI'E'n AND FAMILIA111111=X) "IMSEJ-P WrTW ALL AIIIIIINECT6 OF T"F i.E66 T"Ah 10 DAI 6 PRIOR TO 9W0DiWx AL.TERNATI! &ACWL IERS t-Lb t S-4 1 FLOOR DIRAIN, W/ 04 AT 15" O.C. EA. WAY FUROJECI AND A" CAAll"I U"WWUNI TWEWW" ALL PI KJFNI&-: C401"VILSTF r)ETAI'-b FOR At-I. VARIATiOt,16 FROM TRib -4-1- FLOOR DRAIN, 114f WOW 6HALL C42*010`1 TO THE DTAT(f Cf 0111106ON P053 &TRUCTURA, MACHIL-LAK WC PRODUCtl!I, 6WOUN, (P SLOPE BLAB CODE SLOPE SLAB '/4"+T SPECIAL-Y GOEM ISASED ON THE MM �JN�-JIIIIIM 61,114-DW*1 THE TO DRAIN CCINTMAC TOM 6WALL IM 0&6PCNMB�.E- FC C41111*0111111MANC4! TO A*L bAFf 14. ALL NAIL* 6WAL;.. BE C.OP*iON AND 14LAII-WA 11111"AlL-L M FIEVQ THE 7 To DRAIN 1SCAPA-ATIONS, DUMN3 (%-#*TftC_7lOK '41AIL0,112a &C"EDt4_E UNLK46 OTHEPW60 NiI ON Ti* 00AAW1,66jib 67APLE _611 I 1 151- f ;N1 vAL LIE MAY OF &,106TI7010 AFTER RIEVIEW By ENIGAINEER 24'-3" OF NOJIW�LIE _0 2 THE CONTRACT L>R4jaWj6 AND REP111111I THE "L-6 AND 6TAM.Eb 6HA-IL. NL)T BF 010 40" x 2'-b" x 12'' "a"r, i1Tl1WGTU-,*. J4.g" OTwEPIUAGO 6FEC-FICALLY NOTED 4*7 DO CONC FOOTING NOT NDCA7% THE METo*�,D OP CC)IN111ITMAII ON C4l,*T0UC1IOW LOAZ>6. NA�Lfti 6r-"ELX4.E (40) TS 5 x a x 3 f T6 5 x 5 x 25, x (p COL. 6 x 6 COL. TS § xbx 15" W io 0 COLUMN COLUMN IN WALL IN WALL _wLup% W/ L-CF-1k6b P05T BASE T442 CONTRACTOR 64,4-L ii-WiI ALL M1I11TWM6 A-40 OWLATED bMIPMFN( NF.CXS6AA`Y TO P41WoT11I 14F OtRiC71,1111111111, WONQ'IMN AND ^-TWM MONOtib 4kr� LIJI"OEM < "XWMMWn D1.0046 C-40"TWC-;I04 Ti-C 00WRACTOR OHA.-L, AT W4 OU.11N E>tAENK, it%40AW 11111ROM16L)- OA"LjFiEj:� ftfft" TO C*TI:WINE WHEW cy cy "0W TEMPti "lhLC_AWIeXVJItY M-AAUPWr6 *kA.L ft LIGIEV AIC) INII WTTOM (ftOT)PI ATE (PL)TO DECXA'r&".kD'6'Sr *Cl a c,c J3 4 L L UME N TIII-E POLO AW MATFRIAL NOT Ab WMECIPIED OR "011C)PtO FACE "L L L j 0 MX L L mi%TEWIAL N*TA.L.LA1i()N OR k4CqWj1ANjIo"iF* 6HOA4-L Ok REMO-vEt:, 0 T I`ftff1_AtXC) UXTW 11111"UCIIIII PlATIWAL IN A "NACIANL". N,1"-ER ­1 ' Ar ITIOT PLIT010 FOL YO hTLIDO. END NAIL (2) Wcs 0 2 x 4 3 ap"FEAD FOOTIWa SPIRMAD FOOTING I I A\ WAS 22'-0" CONTRA.CTOW6 EXPINW- LL SPREAD FOOTIWj (74 SPREAD FOOTING, - 3'-&" x 3'-6" x 12* DEEP 1'-0' x l'-O" x 15" DEEP I I j T1-a&& PLANS, Wkc#cA7ic*4, bWAPWAPOWs Akc� L46"i UX)W ARI: 1501-T-LIP/DiOLJbL k (000 STUD6 FACE NAIL Ibcj 0 66' or- 3'-(P" x 3'-(P' x 12' DEEP 61PREAC, FOOTING W/ (3) 05 EA WAY W/ 45 AT 80 O.C. EA WA*( 6,40" x b'-b" x 15" DEEP INT&CIED BLXZLY R')R NW Pftr�XGT SMCPWD �VRVWt M11-1-tR 6TA66EIII W/ (3) 05 EA. WAY I- -I [- ,I r -I w/ 45 AT S' O.C. EA. WAY C4_NbA.T*4G kNalliStWo 010CLAIM10i AL-L. LIAI P 44ft PLAN6 AI L Y4L b'-01 x V-0m x 15" DEEP nowECIF"TIONS C* Tl.* Detll,4K ADVIC41 AND 11,STIILIICTION6 AtTIENDANI DM TOP FIL,FACE NAIL or, z ILV (1b) dt EA WAY TWPETO Aft U61ED ON Atiy PlWjEcT OR AT ANY LOCIATI004 OTHFIR TI,4.C4, I 2'..0., x 2. oil 12.1 1 wc < EXISTING BOILER x PnP.11501 AW%D LrX_ATION SPieCP&D HIEVIEK OBWNVATION 06176 10 T­+ JC45 617E ARE NGT PART OF THE 6tftCTURAL 01,411NE-EIIII DOL IOP PL 61POC26, FACE NAIL idpc) j A OF 2 TkICKENED SLAB J4L E66 46 4-_0NTRo1V-.T DOCL�Tb OPEC FY M'HOWAAft. JOINT W 4 0ONTORACTOR &I-VLL VVAWY 601E CXNDITIO46 AT THE RX)TWA AND DML TOP P, G,(�046/INTER&F CT IONS,FAC�F NAIL 4 *rJ 4p MAIKZ ANY Ii*1C4j"A^1,r CoftM.CTIOlIA6 To PLAC-0 THEM ON fIMI NATIVE OCIL ui OR 67WUCTLJRAL ft4 (XIMPACTW TO 26% 019 MAxWMI DENSITY AT OPITW-11JIM CONTINUOUS HEADE11145)(4LAV46) TO 6TUD6, TOE 661 W "01151UPIR C041W INTR Ar**JC-44 9MIrrY FOR rWftl AND MATMIAL6 NAIL C4 Ab-"l D*W(41ITANDARD PROCTOR) 111100TIN1316 TO DEAR CN b(AL MM 6011-6 z OWPORT DATIV OCTOSEW 5, P&W BY RSA ACIRA, IMG. FILE 010-6683 TOP RL TO WDRS,F4VE NAIL Ad 5 L'FOIGH LOA06 L.,UERAL L.OAD*<sj uAND is W?III E!5 PEOR o40J-� J016T TC. DISL TOP PL/bILL PL, TOE' "JI, (4, &�:I Z _j (3) (MI06), 1EXPOO&PIF "S'll, SEISMIC ZONE 3, IN ADDITION TO THE C*-*AD CID fy V_ LOAZ)6,ROOF! AMIE DV610*411D FOR X FW SNOW AND LARPTIf-ACk 0vt 1%.00XlNI TO 6TLID6, TOE NAI. (3)Oct w LOAL,6 AT kQLIFIIENT iwLATP0l1I 2111,0 fNW EXISTING WOOD STUD WAL:_S To BE REMOVED JOIST6 TO BLOCKJWx, END W4L (3) *a AND REPLACED W1 8" CM-U. WALLS EXISTING r_0N�Tf. 6WALL 199 309W FOL#4016 PER &QUARIF NC-4-4 (PSI)MiNIItt- z 0 26 OAT 6 "IXI16a. PLACING AND CAPI Cf- C-7NCJW1t 6"All-L, ISE IN brIJ.->6 TO WDR& END NAIL (6) 16c1 0 4^6/4,tb cr 0 FOUNDATION TC BE FIELD VERIFIED FOR CJ`1LJ EXISTING BUILDIN:3 AC4090,W_:E W17H THE AMENIC-AN CONCRETE IWITUTIF. AGI 30 IM, W I&C1 0 4x0/4xI2 b-J-W' Al PICILWATION -4'e A" C'qHER* •5" k WALL LOADING. ixrPRIOR WW:Wrlff SLAGS SMALL MAiot 5% AIR ENTRAIN�(T WDWS TO CAWPI51t E trkZ)b, TOE NAIL 4)bd ALT. SEE aft D !-� 0 ROOF TM" BOT C+40040 TO DCX TOP PL 61t'lPbON 0< Ato r ALL RE"%*C_Wx &MEL (REbTL)TO = VX9,ORMED bAM PLOW AW�l A&Ib_WCSftADffdpIV af�T MAIN RE115TIL 3" PROM FAWrW AND '." PWIM NA!L-LAMNATED MFAM6,PAr-F NAIL *,a a 8' or- 0 R-)WIED &NIFAor-lib BAR •LEWjTH6 DETAILEC' ARE OUT TO OUT AND LJO W)' 6TAaaE1REr, uu• (3 V, cr 11`CLLVE /*A_L0JAA4C4E FOR W_XXL OR 5&41)5. PROVIDE 2'-t6* X *d • EA END C050 PWiSTL CF &AMIE SIYZ AND SPACING A* "0111"ZONTA4- " ALL CORNERb co(0 0L V-T ALL AW4*.)R ISOLTS AND DOW50) BEFCNIV. P011JI101111s CZW;WTF 5L oCKIW3 To TNU61!*�/.�O!STO TOE! NAIL ( 4"ad 8 ALL &Tl4LK;TL0%AL AND M16CELLANIFOU6 6TWEL To 15E A6*M A36-Wc JOI15T6 LAP &PL ICES OVER DBL TOP OIL (3) 16C3 FA4,.E NAIL, 2 3 ALi. uxi.omas To CONPOqM TO AlIME041CAN LLELDINIS 60C IE TY (A46)01.1 L;SING F140", ELECT*4X)f_6. ALL BOLTS TO BE ASTM A375-W UTW ENI!_!/MU,0 J015T TO J015",15 FNO NAii. (3; vDd MATC*417oea N106. All STRUCTURAL_ OTM SMALL HAVE ONE COAT CW PRF-**. EXCXP`r k1VAG16 TO Off V0110IIEDDEV IN CWE 00 MAWINRY. "jeDper) SURFACES SMALL W IWM OF C.C.10,4TAMIKANT6 A" WILDS, TO BE FOUNDATION FLAN ► JmRpjEp*D. A" EAPOf)ED STRLICTUPtAL 6TUL TO 64AIA ONE FtN16W COAT PLYWOOD OF "T INWIINTW1 IsAINT.COLOR 15Y OtIIIIIIEW A4-1. 6TWIJISTURAIL 6rM TILt3EI5 SMALL BE AETM A-0-00-W.GRADE 1155,N - 446 111. P61 ROOF Oct * 6' or- * ALL SUIPI`'ORTED PAV4EL FDGvE& AIC; Wj9CIF EDGES AND 12" o a (CMU)64AL 1 BF. L1,604T UJE404T • ALL INTE1111MIEVIATE WIPPORTe. CONCRETE BL�XX MA604111111I UNIT6 WITS Cr>#;OWIING TO Ab"I CW-W "I"I i FM,150C P61 MK ON W-7 AP A. &L "--w,A#R To CSE UBC TYft M,C4NFOW1N0 TO A6TM 0210-W3 FLOORS Od RIWaSHAW 0 6" 0 c. • C47MPLETiFLY COVSP TI,-e BEDDING 'JW.4 OP THE UNITS AND PIU 601-1) Al ,. ALL. ED(W`I!N AND NTIEWIEDIATE kEAD JONIT6 UATH M)INTAR. ALL GQL-AJT TO BE 20M P61 * 26 DAYS Wl- SUPPORT 6 3/8' ACxCvftV^ATE. E:CCEIWT 11111,4111ift O(WERO.6E NOTEro, RESTL SMALL I* SD IN CARICILI LINTE_ OVER OMN006 AND IN CWWUTED CELL6 AT JAPA`1`38 ILS:-L'5 ANC WALL END$,(2)1%4 P4(10IIIII BOND BEAMS AT 6111-Lb AM:) TOP CF 0..J 0 or- 0 A, L 0114NEi EDC&S AND WALLS mqhovlDE PVhTc.-A4W4m COMWeR BAR6 PM ALL BOND BEA116 • U (;,.r; 0 ALL NTf.11141EL) -'F VEPrICAL OWL IN I"IAGIONRY 'aALL6,TO 19E AT CENTER LINE OF L:IAL.L jNLE66 %Djr_ATaD OrrIL~W. ALL MAAC"ItY EXP06ED TO THE. UAEATWP TO %E(;F-IVE (*2)C04i,TS C7F WArEMSWC,%-oV 3EALANT APPLIED PER CO-PSUM WA_LB0AAZ_r T f- 0 1/.j,. 6m T 0- COOLER OR WAL L50AW.) 3 11ANIPACriMMIS rN&Tl1q='rk.7N6 CCtIPATIBLE PANT PER (AU4ER6 NAIL6 0 or 41 A.L.I. MAMING.2 mrlw-RIS qffQutmelll�s (A w f� LINE 1Y?' 0 -60 (--CXXEIR OOW WALLBOARD LL4t= k0 ALL STPINUCTUNLU. 60101D CCA.L~. AND BEAP15TO BE D<XiIII-A5 NAIL6 0 1" OC. 0 A-L r-AZA."11410-a MEMBERS z 10 ir-!R/LAW;�4 (DIFoFL). M LIPLg"NOTED OYHENWW 4LL J016T6 0 GRIPSTRUT FURL", AND GIIIIII TC)ISC DINAL 02 A40 Off"Vilt LINLE66 NCTIED TYP 0 (2)LAYEM 5/0" 61Y90 21/; 125A. 22'-.3" 24'-4" 33'-10" • cl�-*RL#61E ALL MOCKJWa AND NON-I&T111111LICTURAL FRAMING TO BE 6d COMER OR WALL150ARD NALS 05" oc 0 CZ1q8T%WCTiO1N Coll"DE AllilD EEMPIL ALL WO,� M-ATIS N UNTAC" WI'1w aAW ft.T AND tild COOLER 0 1' or, 04 GRATIW3 PLANKS. b .0 12'-ff' C;�Wll OR KAZONR'y 0".ILL W WEM-P0 M PW"UP91 TwIlEATED ALL FACE PLY N r,.m*QmcArr_D 1`1111"Aii- TIMM" r_c*#&c:TOft AND L"Imw" OWIAL.L ew r�.0 i.,y cr P, M­X TV AND/Olk NAILFDOWoIPWh�PiNVADRICATED METAL TrISER SPECIAL IN 0 (2) INISPECTION 16 REQUIRED IN ACC4CIIIIOD ANCE. U ITH uM SEC TIC 3 .*, w .-CINNIllir-TO"S NCnT.0 OT14" T*trllb OP MTAL. CA,~.-TORS, "EMIW& ?"W(r"OR ON THE RXI-OWING ITE"* a ON WOOD TO WAVS STAND,�%AC�, 17 z 0 T-T rr IL siM.vlEtu ALL 001.7 WEAD6 Oft NIJT6 OaAM%< CONCRETE MA604R'y UNITO Ab NC7TED ON DRAWISCii;15 0 _4C ttl 4.1- M-YUJI000 b"ALL BE 1341111nAp I.&TftJr-TLOtAL 1. EXPOOL)W AL FLOOR DRAIN AND APA RATEC' 3/4* fmi.YU11OOD TO 59 C-D INTERIOR WITW EXTERIOR ISONCRIFTE 0 NEW 8` CM.U. WALL x j �s,LIE. 4&24 ( l/$-" PL'rUAIMTOEW- 140obTUPID-1-FLOCRUP'w UJFLr-)Wx r T1 W IZI '> INTERIOR AND EXTERIOR 01-UE BLUE JILL FLOORS UTW 6TMJCrUMAL A32% 50-TO `SINK LOCATION ADWIESivIl 3M-&230 OR PQUIVALL"4?, AT ALL &J""'014TS C4 'HIE f-ONTRACTOOt 644ALL PROVIDE SPIFICIENT NOTICE TO ALLOW 6C44EDULNG OF a=a OTAIRUAY, F>ROVIDE N I; 6d_uF I AMNA110 IN" SMALL BE 24P-V`44' DFA_ Wl'�6610N MIFCIAL INSPECTION. IT 16 T14F CALW111I 0W.6P0N6IBILI1Y TO PPk7v1DF SPECIAL r I,- LANVIII-rs, 8 rjF-MNENDIC;LLA14 TO GRAIN TO e= M!, Dfk'v JSE, INDUSTRIAL CORADf.. M4or"ECTION BY A C)LIALFIED TWIRD PAWY, ft.104 A6 A TESTING AGENCY NEOEIIIIED Wr RAILING- �'D�o a: II x RAIL IW_% By ti$-4AJt�j. 2 COATS OF &EA.Ek"ATIERF11110OF GLUE. AND ANERIC-4N INSTITUTE CTP TWE ENGIWEIR < SEE 2 A (9p Al 16 O.C. T"WIP r;4"TftiGTICN(AJTC)CERTIFICATION 8TA1"rED CAMWR- 26C41* 0 BEARING WALL RADIUb 5EIUJMI OUPP1`011I " SPANS OVER 24' OR A6 NOTED ON OD xcv t1 x Y P, co I-,. i L L>RAWWAt P40 UIMITT! 6ftCK PERMITTED F-Aff EDWIS ON GLUE C* El 16 13 rp x 6 POST coi-c-q-4 T. (o x (w COL W,' L AMINAT14:) BEAM6 70 ME C42"WATIBLE WITH 6T".*L AT COHNECTIC" ",-,/ � 12x 'I TYP — IN WALL ECC5I,;II-(b CAP a x Ajp,,�4* T65x5x 25 4 LCE366 BASE 12 ALL 6TRLICTLMLAL. WOOD tW.�MEEIIM EADC)6ED TO .JCA MER OR Ab NOTEj') PLATE ­N DORAWWaS &4ALL IM PREGSI 111111I IN ACCONVOX-Iff UATW AMERICAN WOOD rqWWOvATIVE AAWCIATICIN (AWPA) &TANDAJIV P-8-W. JrCC"WeR TYPI UM A 22TRUSSES -4 A RI;,4 NOT LE86 TiAM A LB*/C3JbIC Flwr 1 NAPWTWENATE)WTI EXISTNZ: ROOF C12 x 201MATERIALS 84ALL ff TVAEATED IN ACCZINDANCE WITimA AUJPA 8TAIC>AP 1­14. (2) 16" TJT/56C 0 EDGE t!i 910 Q) 0 SBOX & A 25 W1 BLOCKING PANELS TJ1 C12 x 2 .1 RAIL I J Ilizz_31,Ililb" x 115" Gi. f JJ 13r GRI"TINUT x 0 EXISTING BOILER 1 1711'V-1 n 'r FIVI—1 1 1 f-I ow, 0 TO REMAIN (2) 11/4 x !I& MICRO- I r14 -LAM. REPLACE ExISTIWs VENTS P.T. 4 COL U)/ (ri LLJ/ DAMPERED VENTS ECCb 6 CAP wl T"RSW,04 ROOF 6TR)%P5 ROTATED W' + z 0 0 EXISTING IWAIRING WALL NEW 2 x 6 2WEARIW_s WALL -/ /7 10'-C" Ll 10-0" V-4m Ili-ool RXISTNG 8' CM.U, WALL CONNECT TO WALL x OPE."Aco U)/ U.5.E "S-UPER-5LEEVE" TYP. (4) PLACEO .2 x 6" EXPAN610IN IOD STUD WALLS To BF ExI61 ING, Wr _ REMOVED EXISTW* M!LDIWs SEP. DETAIL rl2-"\ ANCHOR AT Na. 4Nr., REPLACED IIIJ/ 8" SMIJ WALLS. EXISTINIs INTO GROUTED CELL. ;7OUNDATION TO BE FIELD VERIFIED FOR C.M)J. FLOOR SWEATWMI WALL. LOADING. 11/811 PLYWOOD Typ. 0 tr?_ 8 611, 21 WV 10d NAILS AT 6" O.C. AL1. FTG- SEE ALL EDGES AND SUPPORTS DRAWN CHECKEII) DATE 10/26/92 . 20 1`117VISIONS _2 Q>2 REvIeED 0/30/1B4 C_ RFVI!FF-D MOMS CJ �`� E(;UFt**-1ENT ACCE55 FLOOfR 413 FBF 1R PLAN CWE(X, n(JP 94-0351 SHEET gp(lo SW COMMF_RCIAI, I/ 4 OF 9 or "Now* If filk notice appears clearer (11.111 file J U N 0 2000 document, the document is of marginal quality. m1crofi1mcdiig,,. "xdaw=ijI, T1111111111 !IIIIIIIIJ111 Ili!1111 Ii1[j,;Fj'qT' III I !I1I11j!III1IyIiII � i1 {I�}-I I ij�` -' , ;i�jlll�`�L ,�!�I -� 1, � �I � �� ��� 1� �� i 111c" I Mae m (mm 711 4 W7 AT I I IIII VIII II IIII:IIIlI 1111 � .fill i'I (till (iiiu•I li ii i111'liit iit�l it Iii nut inri' 11'llni i' ii � 1 1 II Ilntll +Sun 1(I II '7"1 I' "r 1111(1 n Iltrl( 11 n(I t tntlln(Itnr nrintl (n (, in t T 4 - L �j It 7 S'2 x T.` r (2) 10d NAIL& 2 x 4 I�' 1 -- (2) " NAIL& _ __. _ -` -4 -- - SIM. EL. IPy'-4" sd b x I? ,SII �-'. \ 11 RL 18 -0 NEW 8" CM.U. WALL & W/ HU612 EA. END - -� F=UI(1JRE la'-p" x q'.p« COPYRK*HT WQ2 OTPN00, 2 x 12 At / 161,IO.G. W/ 4/4"4" PLYWOOD MWw' - 1'��I(�fl�/'r Inc. l EXISTING CM. WALL + I I • x 1�1 ROOF J016T TYPICAL / f6 x b COLt.M TYP. W/ ? x IZ AT 1*" OL. W✓ i d CC5',4-b COL- CAP U210 HANGERS ("l) A35 AT BASE TT P. 1 I,2" ♦ HAND RAIL 1 SER 10 -- L •" !s x 21 GL. 5 « x ?I« Gl 54" x 21" G.L. 5V&" x ?I" G.L. - (TYP.) i1dio i `� _------------ �� _ - -- - 24'-4" Ib -b" -- X I6 -iri' 24' 3" - - __ N M A,� FLR J016T6 I - * Q �o m ! �- ROOF DIAPHR.e1Gh1 3 x Ib« G.L. cy N �« `T:`''1 - =Z - 3/4" PLYWOOD TYP.�II W --- - ! TYPICAL. - W/ I0d NAILS AT b'1 O.C. 0 ("I x I AT ALL PANEL E '8C3�4 U. PRDVIDE BUILDING PAPER - �- CAP 4 x b POST W/ �1 U) O ,[ ` TYPTT U�DIATE "ORT6 BETWEEN EXISTING WALL CC146 15 BASE (f) ) AND NEW FRAMING _ - � H _R END EDGE OF WALL 1 L� I EL. I9'-?„ I I !I I I EL. W-2` I I I I I ►�L. 19'-?" U26 Ll R L NO BEYOND Z 1 1 ? 12 AT I� YWOOD - NE 2 x b ATI W " g'_0« - 16 CG. b OZ. REARING WALL X I" r1QIL: GUARDRAIL NOT LTJ ROOF D I APHRAM NAILING -- I T I I M NOT E cu ROOF DIAF'HRAM NAILING -4 ?) ? x ? S R AT EDGES IN THiB AREA: lmd AT 4" O.G. EXfBTING 8►" CML. WALL IN THIS AREA, 106 AT 4" O.G. ♦ (3) 2 x 12 AT R TYP. DETAIL AT ALL PANEL EDGES EXISTING BUILDING (BELOW) AT ALL PANEL EDGES W (FIELD VERiFY I N61") 4) �' a' � �- EXISTING 8►" C.M.U. WALL I 1 SIM. , Z J 0) (BELOW) I ? xl4"AT Ib OG.n ��2'' W m N W/ raYP. BD ' r_ ONE SIDE �\ �6TRINGER ANCHOR � m '_' 4 . cc h � - -- _ - - -- P.T. 2 x 4 le W/ 'H11_TI' � _._. .. P.T. ? x10 IE U1/ 'HILtI' � -� � 4� l(S?2 ,/''�/'� J (�I/�,,, FLAN NK KNOB HEAD NAIL J NK KNOB HEAD NAIL U) f4 "S ? / R�../`./F PfRA� II �ll`«.F A AT Ib" OG. 2�_0" x ?'-0' J AT Ib" OG. STAGGERED �� Z 0�cr I-� THICKENED SLAB 0 AT POST LOCATIONS cb 0 a. 2 x 12 AT Ib" O.C. W/ x W�L_� TOP OF WAL.. BEYOND "All PLYWOOD TYP t /� 5ECTION SLOPE 1/411 EL. 19'-?" FI �"'ItIR ° rz 40-TOP OF 8 i NEW 2 x 6 AT 16" O.G. '- W1 (2) LAYERS CSF %" GYP. GYP. BD. "--51/6 x 21" G.L DD. EAC" SIDE AVE) 2x 12 EA. SIDE OF - -- - - -- `A S.a;i1 CUT TRUSS \ EXISTING TRUSS f2) 10d TOE -lZ) 10d NAILS A OVE 2 x 12 ,NAILS TO WALL TOP R. - EX!STING 2 x 10 2 x 4 I I CEILING JOIST. �. NEW a,4" PLYWOOD - ROOF JOISTS - (2) 10d NAILS /r "GRIP-STRUT" �_.._----- - ----.__._-__ ..._.__- _-__. EXISTING 8" C.M.U. WALL 2 x 4 4'-0" O.G.EL „ STEEL GRATMi J ✓ , P, ,4M0Q1-4 LEVEL 0!v AT ?'-8" OZ - EXISTING CM.U. IUALL EXISTING BUILDING 31_411 EXISTING BOILER ROOM. N G .. � NEW 8" C1'1L WALL 2 x 6 AT 16" O.C. --� � - NEW 0" CM.0 WALL 1 1�?" ♦ HAND RAIL -�� - - - ��-�-' ,! Y 3EE ELEVATIONS br-AKINCs WALL \ SEE ELEVATIONS (TYP.) / Z FOR RESTL. FOR RESTL. P.T. 2 x 4 1E W/ ._1 BEARING WALL - ��� cr0 5" CONCRETE SAG. 'HILTI' ",: KNOB /� �- c W/ 04 AT I'5" O.C. EA, WA•r 94EAD 'NAIL \ A, �, ! . to AT 'Ib" O C. O J L� TOP OF BLAB I--- L JOSS =,e a 31.11 x 15" G.L. r!Exco p 1 INTERIOR PARTITIONS W -��-- IL TYPICAL. `_, (r CID NOT SHOWN FOR CLARITY PROV = BUILD,IWHG PAm ER _ 1r 1 O 4 x 6 POST W/ �7 BETWEEN EXISTING WALL L EGC3'/a-4 GAP 4 CJ Z 5UILDING SECTION Zi C846 BASE AND NEW ;=RAMINCs l?) I%"♦ x 4" LAG SCBE �-2 1- ",1'-m11 INTO (2) 2 x 12 STAIR ST I 8 EL. 20 -10" - (2) 2 x 12 STR,NGER AT EDGES EDGE OF WALL TOP Of WALL OP OF WALL BEYOND 2 x 12 AT (FIELD VERIFY DIMENSION.) BEYOND 1 (3) ? x t2 AT CENTER TYP. / SLOPE 1�411�FT. EL. 19'-2""_ TOP OF 1�OOF _ ! NEW 2 x 6 AT 16" OCG. -� W 1�QTE: GUARDRAIL NOT W/ (2) LAYERS OF V GYP. NOT SHOWN, SEE BD. EACH SIDE DETAIL { ' � 2x'12At1la" O.G. x21" GL. - 2x12 AT Ib" O.C. I8 111 4. W/ �4 PLYWOOD " GYP. BD. W/ 11/4" PLYWOOD W SIM. 2x4AT16" O.G. 11 Y_, 4r W/ 1/2" GYP. BD !1 r! C1 NEW 8" GM.0 WALL EXISTING 2 x 10 ONE SIDE F SEE ELEVATIONS ROOF JOISTS t P012 REBTL. __.- - --•.-� EXISTING D" CMU, WALL _ ` - _�"-` I! e. 'i1 .Qf -- _ / -- r P.T. 2 x 4 IE W/ 'HILTI' --- --- If m PLATF01�1*1 LEVEL - 1- -- -- NK KNOB HEAD NAIL I - � T AT 16" Or-, « 21-0#1 _ SEE 18 THICKENED SLAB JOB No. EXISTING BUILDING At POSt LOCATIONS � C) FOR RAILING NEW 2x 6 AT* WALL O.C. K�4 TAIR S? x 6 AT Ib" O.G. [SEARING WALL � DRAh+N CFIEGKED WALL (M)ET WAL,_ I't" FROM -- IDE,p — EXISTIW.* C.M.) DATE 10/26/92 P.T. 2 x b IE W/ -- 5" GONGIIETE 6.OG. 'HILTI' NK kNOD� REVISIONS IW 04 AT B" O.G. EA. WAY HEAD NAIL EL. 0'-0 1. \ At Ib O.C. 1.�ISRSVIOED 8/30/94 CJ `�ON* OF SLAB — - I A2 REVIffn IA0195 CJ A& PER PLAN CHECK 141 1'94-00 1r3`�5UILI�) ING 5ECTION 149-Mi INTERIOR PARTITIONS 9800 S W('0NI M E RC I A 1. L NOT SHOu�I FOR CLARITY SHEET OF 4 JUN 0 1 I� .. If this notice :11ipea1•s clearer th:u1 the 200 document, the document is of marginal 1111,11ity„ Illictofilmed l T I I l l ! ! I ! I l l i l l l 11111 I I lir;[�j111111 ;i; I I I11i1 III ! I I ! ;I . f ; i i ( i i 1 1 !i I I it i i it i 11 !111 ., I I I ! 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TTP.[� ` � CELL AT SIDE !NSf=tCTION WQ'D ELEVATIONS- NEW BLAB 4 FTG. EXISTIW-i FLR. SLAB ONTROL JOINT I ' x 5 x 25" CMUMN m.u. FILA5TER sk -9 A T 4 BLOCK OU"' I" GPIVILIT !QED POUR AF EXISTING WINC. FLR 6L.45 'j CONT FTG ARE pi PLACED 0) 0 W) 0 w 5" CONC. SLAB 4 (2) W5 IN GROUTED CELL- SURFACE 5EFOIREE PLACING 41 FOR CELLS AT -4 OF 46 Ilkli RCAjGf-4EN Exi6nw-, CON(-,. (3) •1*4 CONT. W/ 04 AT 15" Or- EACH WAY Ic < v qt NEW FOOTIN::s BEAM BEARING 04 C4 AT SIM. V AT SIM. 11 11 IlA X 0< =9 111,�=3 co 0 U. ERIMETER RTG. NT. FOOTING NOTE; 7" GRw (1) 06DOIL t3° C.M.U. WALL, SPECIAL REFER TO FOUNDATION PLAN FOR FOOTIrK�, 51.i-_EFj CELL AT 61DE :N5PEC 1 ON RFQ':D z AND WEINFORCIN63 REQUIRED 13 < THICKENED 5L A5 ro_5Jfwwl.u. F' ILA5TE:- f;R cn CLUMN E3A6E- 4 a I' a: 34 ui w C4 z (!) u 10 GROUT Lj,4L,,. 50LI-) z > UJ cy 8' C-r-I.0 WALL, bE-E t-. 0 ELEv FOR REWL 31b" z BCV BEAM W/ (2) 04 (2) 04 IN BOND 5F/J-1 BLOCK OUT AROLND _j W/ (2) 04 CONT. AT ROOF CONT. AT r-LPL LM DOUBLE EU74D BEAM END OF BEAM AND LEDGER LINE (2) 04 CONT. IN BOND BEAM 8d NAILS AT 6" OZ C, ",i4,1ER WRAP ENDS OF 51". Od NAILS A 10 cj) W1 IC)d j UJ/ 150 eLDG r-14PER 1/4" PLYWOOD UJ/ 541, PLYWOOID U;11 PLY. AIL5 CoLU-LAM BEAM OZ. TO NAILE NAILER uj/ "ILTI Z 19)d NAILS AT 6" 0C, 10d NAILS AT 4" O.0 AT 6" O.C. TO IST5 (SEE PLAN) 11/s" PLY, V 10 NAI KNOB HEAD NAIL 0 2 12 AT 16 ROOF JOIST W TJI 5C .0 AT 16" CC 10 5 FLR. J0151" AT 51". � W M 416 HAW_%LF-� FIWCLIT ENI-�, ':'r uj/ w!0 "ANGER 42 W We_ 8" C.Mil. WALL, SEE L3 x 3 x 0 -5`2" ELEV. RESTL \-- 61". P&ON' GLI355 151", ;TEAT L3 x 3 x '4 x AT 4'-C" 0C. L (GL_155A AT 51" 00 AT 4'-V OZ. PT 4 LEDGER FLR. JOIST joi��T W/ x 8" AB, 4'-0 CC l_4 x 3'/2 %k, EDGER 1/2" NUN-SHRINK: C3KOUT (OMIT AT MIT416 I-44T P.T. 4 x 12 LEDGER wl -j4"# AB. AT " C.C. 4 w W/ 11/4"0 AB. AT 16" 0 C 9.T w A NAILS 'H'L N< (2) 04 IN BOND BEAM x 100 KN(,, HEAD NAIL 16 C Cor x 22 AT -EnIt- ) 7T COF L'E-D(::-;EfR ra_`� EDGEFR AT CPI U. 1._. 00R LEDG 5EAT AT CINOI.U. WALL A\ 015T TO STT , �1 3,4 U-2 Z�\ NCT U5E [) ' NOT Ue)E [:) w W IQ Ir 0 ,-MIT416 MANGER cr) cy 04 ( 2) 04 DONT. IN BOND fl II IIRC OP TRU155 AT ENTIR'T 12 BEAM AT FLR. LINE T FROI`�� C12 x 201 LEDGER TII­*ENER (RE-USE 4 10 LIJ/ 3,4"o AB. AT 8" 0C. o450\/E. ExISTINCs BOILER) J/411 PLYWOOD 91/2" MIGROLAM (21314''# E�OLTS GRATIW.3 PLANKS OJ (03 UJ/ r313 HAWSER E.4 ENE) METAL. ROOFING SEE PLAN GRATIWj PLANKS II \ II12 ) 04 GLINT iN Ek-,Nr_-) BE AM I z 0 6EE FLAN II I II0 `-RIAS C-0�-IFemON 144 TIE EA 'RUSS 0 WEB STIFFENER MR IQ',3,4 y 5 'w 0, x We _1 ii 0< Tyle. (UA2 x 22 AT 6111M) TY 755 5 oj_ v OD F- C12 x 20.1 COPE FLANGE MAN ME'rAL C-sUTTER it's" FL-WOOD TYP. '51"PSON" 1" x 3" AT LEDGER (2) %"0 x 4'' LAG ryp. C12 2101.1 op H4 TIE E4 1 ~<"OL . TOF E L3 x 3 x 1/4 x 0'-5/2 L21ki x 2V2 x 1/4 x SGREW6 EA CHANNEL AT 4'-V" OZ. J W/ (2) %1'# BOLTS 015L. TOP IP . .. .... DBL. 5rUD AT CHANNEL P.T. 4 x 6 LEDWR ARING TYPICAL., s""s, / BE 2 x AT 16" O.C. 1110/4"0 x 6" A.D. C-C I W/ GYP. if 15 ;=-- jDGEfR AT GfRATING EACH SIDE --v - - 2 4 CONT. W/ &d 14 "rfRu&5 AT E N T fR'�' L/N 3 A 116 �4ANN EL 5EARING. 16'' %1/55C; AT W C.C.Qd 5 NAILS AT 12" Or-, 5ECTI (2) 15/4 16" i"11CROLAM EACH AIDE OF OPENING 2 x 4 CONT. AT (NAIL W1 (2) RCX06 l6d 1' .2" O.G. MAX -012 x 20.1 IC 12" O.C.) W/ (4) Sd NAILS AT EA. 2 x 8" G�I.U. LUALL, 5EE ELEV FOR RE5TL 1.... i .i2OFENINC.3- 2 x & AT 4'-0" OZ. 05 DOWELS, 6PAC ING (3'-C OZ. AT SIM.) L3 x 3 x x a TO MATCH VERT Rr-!3TL 3 -4, I i V (2) %"* DOLTS (2) P/4" x W MICRO-LAME (SEE ELEv.) EA. Lft CONT. TJI L3 x 3 x 1/4 x JOB No. 2 e�wRATIW_s PLANKS L3 x 3 x x o'-s" liols" IDLY. IV (2) 4" W1 (2) BOLTE, OF EXISTING (AT INTERIOR (__)NL` 92028` 8 SEE PLAN LAG SCREWS EA. LEGI Top OF BEAM RIM JOIST L3 3 8 W1 (2) Y0 SOLTS 41- !3AW CUT AND FLOOR RL AB EA, LEG FLR REMOVE 8" W1 (2) %h# BOLTS FiCUNDATI DRAWN CHECKED O.C. 415 DEP SOLID BLOCKING: Iwo BLOCKING EACH LEG TJI 15LOCKIW5 • J, ( 3) 3,�`# A.B. AT 9 cfm DATE L AG E*--RE WS IN VC A "4!r STAIR STRIW.WR 10/26/92 A r1rA1 A T SIM. _1Z4I I--- Lltlj tEX16TI143 SLAB 1=11 I I I Crj x 2'c'l T"f P r-12 20-1 TYIP. 1/4'1 C12 x 2rl COPE FLANGEy. *4 "WA TYF. I" y 3" AT SIM, all C.M.U, U:AL.i. Gj r2 0-*"\ANCS... AS PER ALAN FTG HANNEL CONN. K16�TypED CONNECTION 21 1)E TA) L *." ONN GUARDRAIL 16 iIII4ANNEL I e0o, Al — 4 880(1 ';W('()MMI-I�( OF 7 If 111k notice appears clearer (11.111 the i U N 9 2 2000 docimiviii, the doculnellf is of 1111,11'l,Iiilal (III-IlitY. AN IN c"INA 41' V-1-1 - If ff fr--� a 1_1 N7-Tr m .. . .... i I 1;1!11i Idi Ili 1111 Jim Iw!!!!1II I";....11.6;11 11iiiiii, I "ll. �A 1\4 N NAILS TO NAILE L, . '.. 'Al AT b OL. T� JO,eT: T IQ 1 � Is COPYRK*ff IM ` &Mor W Gartbrr, Kac. W 400 Ill-- vo" < c6� �V N N loft 04K ` ZI. FIELD VERIF1 DIMEN61ONS FND. % I R W/ � I "BURTON" CAP �. --FND. 1/4" I.P. (BENT) Z NEW GRAIN LINE - TIE INTO EXISTING DRAIN LINE6 1 U) PLUCs AT BLDG PENETRATION TRAT ION z vw o v C3 > , W C.4 a� < At30ND0►� OLD (9 DOWN SPOUT AND CDm DRAINS S z It 0 v (�/ ;BENT)WESTERLY / \VVI \ �,, 1 \ CORNER C)F i_0T 11 ,- �'�, z O Ju J -j .,f .� \• � (0 55 f IE NEW DRAIN 1-INE INTO Ex16TING, PLUG EXISTING AT CORNER. FIELD VERIFY \ m d DIMENSIONS n 1/2 �. FND ate" IRR L.B. "1349 FIELD VERIFY---- DIMEN81ON8 TRACT CONVEYED TO �� DIE ' FND. 3/4 I.P. NUMP�-IIRIE5 FROM PACIFIC DIE I GAMBLE ROBIN50N 45 �4 PER FEL NO 81s0582A w M I- SSS,\ �, •� N N CL:» to 19s c)) 2 d U UJI _ �- ,. 0 \ > ., IV)a r � -' f-TiD. I.R. -mO ---1 \� !_.5. "1349 cn d( O�r CD F- � FND. Ige" IR. ---� L 5. 4`1349co �- 0' v A� ' ` yy'�G'GA, -.,_,\FND. 3i4" I.P. FND %" I.P. L.5. 01349 NOTE. BEARINGS AND DISTANCEARE BETWEEN FOUND POINTS. FND. 1%" IP. (BENT) z ..s-.11 JOB No. NOTE: AL1. SURVEY INFORMATION SUPPLIED BY "CNABE, JONES 4 ASSOCIATES INC. ' i0 DRAWN CHECKED LAND T CLJ �. -- I" a 40' DATE 8-30-94 R REVISIONS �I A9 `I1=R PLAN C;i,4 SHEET 1;11P 94-0351 ERCIAL 8800 sW x F . ,,. t,�:•.,r- . ',:+1 Y'•..X,,1'..1' .,r,aY•; PRO ;�... i �r. 7 IF Illi; 11olicc :Ippear.s clear- (11,111 the JUN O 2 000 documc11t, the documr+!i 1►f m..rf!i11,11 y11,1liI.N 1111crotllll ed Ijlj ! j! Iljl '! I !lill�ljl'I i I I' I I�I�I I l I !;! ` !i! ;!! liljl Ijll i(I !lijlji! s �! ! ! j ,ll!I!j; ll , Ili !(! !I! !• j � � � 1 1 j I j � j!I 'I fl j I j j I I �! j! j! I I!•!r } :< �u ' INCH I MAQE IN d11NA 3---- e I, 11• ,;� t III !! 1 1 Illi! I ! 1 Illill 1 i!IIII liii!ii Jill III !'I',!' 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PRESS 1 BLENDER of _ f UJI 1'-0" x 32'-C" STEEL SNEL vING '� [Lz Y. am 4BLE'r � r 1- � � ., rte- rte- , �-,, PRESS -- " x ! x x E` _ t� gw 6 A ----_ � c�v cn (D d) CY `^ �� a � FLAP DOOR FLAP DOOR - M w _ W TABLET ,, (� PRESS - -_ --- -= r_. 0 — Z) IIr a w r ) ! o w 8'-m" 6'-fd" 6'-m" �'-b" 7� 4 cr cr FLAP�\ DOORT ( 1 A a 1 ��4 •� �p GAS _.___ __ _ , FLAP DOOR f2) ? -b x b'-8' — i RATED DOOR a I HR RATED WALL � 1 NR RATED - _-- STEEL RACK x 4 4' ©i — I�'-b ! ROLL U� WALL TO BE 8 10 C.M.U. FOR 2 HR. 9 STEEL RACK ROLL FIFE RATING. EXISTING EXITING 8" l tr11n;IN/.� r�UC.7t"1 BOILER C.M.U. EXTERIOR - � FLAP D7G2 r FLAP DOOR gROOD WALL. -.._ (>I WALL. T�` BE 8" _ � _� 4 FENCED v GM-U. FOR 2 NR AREA 1.. FIRE R,.�TINl3. 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