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10855 SW CASCADE AVENUE -2 n _ i � 711 � All r ��vr� 'T Acn , I � co F LTSl r ( IN V4 I N -1,1 N f H'1L CNtAvttj; t-, ( f� \ lJtA / Co V he � ►� _�. MAX. "OH . 4. 02 {z t2 bt) - 5/ Co C, F v � fly •� � , � � � � � � � � i � � � � � � � � � � I � � � � � I � r� � ils ilf flf flf il � i � � Ili ilf Ili ilf Ili i � � il , Ili i i i i i i i � •i i i i i i i i i i i i � ,�i � if� pI � i � IiI � iIiIi1 �NOTE . IF THIS MICROFILMED 1 i I f f Ii If I - -, DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO ' Aw ' I I THE QUALITY OF THE ORIGINEL £ Z ZDRAWIN . L I ILII illi IIII IIII IIII IIIIIIIII IIII illi IIII IIII illi IIII IIII IIII Ilii IIII IIII illi ILII IIII 111111► .r,r . 1111 IIII IIII I III II �fl.f . IIII I �' '., III IIII1111IIII IIII illlllillllllllllilll1111IIIIII�III . '...�...p._...-.- .___._ __ _ II Illi liii IIII IIIlllll IIII Illl�illl IIII IIII •,!w"�".`•»4.�'.�!'wr!'yam..._ . . .,.... -,� r � ` ' �. �). 1 M . a 1 1 • l! Lt L- i l �. t..7 to'L !!l. ► V L l i-l.? r 1,_ lJ L L >itste sattm Ress6tre Mom�t tiT >ttuioortat Y�c�Sn�aZ2, -Ti joist AdedI ftwood flrwood DOS 1 7M! '10% :. 1l5S F�oarSrNst1� FloorSnssbnng 3e+r�es - IffJ '!FL•bsj ¢L fit' d JW Two (W lbs its ld6;bCtc= 10b1b�is T.r'25 1 294(' ?38( 3675 805 92c 1005 17C 19E 221 TX I; 11 393: 4525 4920 990 1 1141 I 1235 28: 32F 362 TJ+'25S 1 9... 2940 3380 ! 3675 SQE 325100.,r ^' I 190 220 240 T."1-"25S l 1Vn 393: 4525 1 4920 990 1146 1235 32(, 365 400 TS' 35 j 1( 4210 4840 5260 845 97C 1055 25( 284 1 312 5325 512: 6655 1000 1151 1250 385 4K 472- 3. 723 645( 742( 806( j 1161 132: 1451 55C 61 666 T3' '3:, t 11 757E 87Q5 9460: 131: 151( 164:, 74: 826 I 895 7f,3s 1E 8691: 1000( 1087= 1471 169( 1835 97( 107; 115E U2C 9830 _1130: 12285 162: 187C 203( 1231 135E 1460 TJ' 35S 10 4211! 4Et4C 5261 ( 84: 971 105: 281 315 346 TJi .r°.=.5 i 12 532: 612:. 665^ 1 10OC 1151 1251 43( 481 521' I 6450 7421 8060 j 1161 133: 1451 1 615 681 35S i 1C 757f, 870: 946= 1 131: 151: _ 164: ( 63: 921 _ 990 861k ! 10091 10670 147( 1691, 183: 109: 120( j 128.:- 9F30 28:9F30 11305 12285 162: 187( 203C 1381 151c 162: 479( 520;, 121: 139; 152C �— 25= - 28Z ---�^" 52 T 6060 6585 142( 16?: 177: j 47.- 638*- r. _ 38: 1 43: 47: 638'' 733E 797: ( 1625 1671 2031 1 55( 1 E" 1 66E -Js53. C c 749( 86 861: 9361 j 1E3{ 21Q: 228E 1 74: 1 626 i 89: :.I:•3�:. 1E 60: - 989: 1075:. 203(' 2335 �a 97C, 107; 71 E 1 21 - 972E 11185 1215;, 2235 1 2570 1 219: 123C.- 1356 146( +'J! 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ASS 30 21580 a 24.82C � 26975 3145 I 3615 i 3930 4953 5272 vazimum i vsrstuve Morner,, vawes may Ere rncreasec fur Repetitive Memoer Usage.See wow lo+ criteria.IJP 25/35/35X forst set tes may ae rncieaseo 4�D and 1J1/255/35S/45S foist series may oe increased N r o• nssrui_ increases ir.sheaf caoabitav refer to NER 20C rD. oer,ecncn catcu►atron oni,. , - ! U Tom% 3 � �c �o s�� N — �(�� ilF ; ��✓ epetitive Member Design ruciurai wc,-)d ciroducts used reQetitively 1) 3 or more members are adlacen► credit for repetitive member increases: there- in be shown tc snare loads between aqa- 2) Memoer :.zoacino is 24' on center or tore, it has been determined that the increase =ni members. increasmo the total load car- less. in flexure shall be 7% for products utilizing ,ng capacnv of the system. 3) The members are iolneo �)y T;::averse machine stress rated grades of solid sawn load-distributina elements ( - king) lumber and 44, for products utiiizing aoeouate to support the dei..- pari. MICRO=LAM lumber. ie criteria for increases in flexu,ai stresses Products with greater consistency. such as increases, where appropriate, are so indt- r repetitive member usage is as follows. MICRO=LAM iumber, ioglcally are given less Gated in the load tables. 9.2 -.. : . � ' I ! l l ! � Ill 111 l ! I IlI I ! I l �'I l ! 1 1 ! 1 Ill � l Ili ill 111 111 111 111 ill i t ilii i i i i i i i � i i i i i i i i i i i i l i � i i i i i i 1.i l l l ii i i i_ . � Ifpj ! I I NOTE . I F THIS M ICRF I LME D V*' 1 I1 � 1 -_ .. DRAWING I;i LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALI"I'Y OF THE ORIGINAL £ Z 8 �; L Z Z 4 Z Z Z Z I Z Z 6 I t L 1 T [ Z � T I I � I T 6 � L9QDRAWING. iIIII IIIIII IIII IIII IIII IIII1'r III IIII IIII IIII IIII IIII IIII ,jii llll�,>, ��,II 11!I IIII IIII I IIII# 1 all' im ! II II � IIIIIIIIII JillIIIIIIII IIIIillillIIII illi III IIII IIII IIII IIII IIII Il!! Illi �.� � ' 4 ',W Ali U •' i 26 990 #e Vow NN. t ti � f 1 �OI WOO r 1 i 1 oll f Ll } r? :a nn i cz) lie NOTE • IF THIS MICROFILMED 4I � � IlI � I � lii lt iiiIlIiI iiI�iI__i.._► liI.ll._.`.�,I��. .l!e. lllI-ii ll iil 1.1 Illllll �lP.,III�.II III iliillliliillll � ilili . ; DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO - -- - --THE QUALITY OF THE ORIGINAL Z gZ L DRAWING. 1990 JUNE llll ��lllLII11111111IIIIiII) Illi ll�Illl� ll�lllll IIIIlIII IIIIl111IIII IIIIIIlIIIlIIIII IIII11111111II11�.; ��I�lll�l il1� 111! ! lllll�l �IIlf� illlllll�llli_IIIL �LI_I IIII IIIlflllllllllllllllilll� llll1111I11l11111111ILII1111IIIIILIIIIII1111111111.1. a . 26 1 1 A + +Rk ..MIrAMI.IIhW,IM►!!nR,l'<4A�47i°�'i.k.�. ...- Base unit dimensions (48DP,DR) 25% AIR OR ECONOwUZER HOOD(ACCESSORY) p,, r COMPRESSOR 3'-9" �' i ! END I'-6 i 3" a '- Ko a IE •� 4 _� I i FPT DRAIN I �-�_ I CONNECTION KO 10 K' KO I _ ( I DIA DRAIN HOLE �I a 2 5 .6 HOLE ! KO I GAS (4 PLACES) ✓ I OPENING NPT REAR - 3,- VIEW ALTERNATE � ! RETURN AIR 3e I , I OPE NTNG �4 -0'� � I ELECTRICAL ENTRANCE RETURN A IR \ SUPPLY AIR _ RCOF OPENING I �� RCOF OPENING �7 0� \\� �✓ �N, I —016 a - OUTDOOR AIR FANS 2S% AIR OR ECONOMIZER HOOD (ACCESSORY ) , GAS SECTION �� ---- ---`'" ACCESS PANEL UNIT CONTROL I BOX ACCESS PA N E i.. INDOOR COIL 2 KO �. 5'�g.. 3 e KO �C RET URly �� AIR .., / HOLE 16 COMPRESSOR ENCS SJFOk 'P�` _`1 ) I`n 1, \ �•� I - Irl--~-~ r� -ro FRONT VIEW SPACE PEOJIRED FOR �.IRFLOVv SERVICE AND AIRFLOW JL .7W-0 r �. I� I T7- II. II r- 9 40NOTE : IF THIS MICROFILMD`ORWIND IS LESS CLEAR THAN 'CHIS NOTICES IT IS DUE TO �. a THE QUALITY OF THE ORIGINAL ,� i• I # 11, 11 II1111111 IliiIIIIII IIIIIIIill111111111 , II 1II TIII ZliIl11IIII IIIIIII � • -- - _ Illi Illi 1111 Ilil IIII IIII Iill�llll I#I# I!! 1111 11#I 1 1 �� . a 99 ,. T A �,I, 0 vn'ic Factory-- Listalle j op.fkio s U- d field-installed accessories* 4?H•L MOCE:LS 48H.L MODELS 48DP•DR � COMPONEt'1T iDownsh?{L�- (Horizon, L_ COMPONENT — Qption Acces3lo +t Ootion I Accessory Option Accessory _� Inleg�r!e,.,� Economizer W Hood x X - Integrated Economizer W Hood x I �_ Two-Pcsitivn Damper W-Hood _X Two-Position Damper-W Hood _ Barometric Reliet Gari,;)rr X Manual Outdoor Air Damper:W Hood -- Optional Motor and Dive Y f Enthalpy Contra. X •— — X Optional Motor >• I X kcolCurbRemote Ccntrol Root Curt) X Thermostat and Subbase X Remote Control I X a --- Time Gua,d` Circuit X T`ermostat b SuGt)26e I X �- X -'- - Motorrr.asteN Device /-20 F Amhient Y Txne Guard I-' Device —r X- j a X _. L.P. Kit X. IAotormaster` Gevtce (-20 F Ambien!) X Power Exhaust X L.P. KII y X-+—.— Winter Start Relay X Low-Ambient K It (25 F Ambient) X X 'See G.j,--e 5;•ec,ficationr, for descriptions Pnysical data kkTAGHT DIST RIBL-10N AND CENTER OF GRAVITY -tl- UNIT 48- WEIGHT (tbs) CF CORNER DIMENSIONS 4 (Weathermaker 1) (tl In 1 2 3 4 A B I B 004 '�'`. 186 190 128 192 195 '3^ ?-e i 006 1?2 '95 199 3-, 1 E s t 007 141 21-3, 216 _6 009 175 2272 Single Compr E` : 008 3-5 � 2-4 i Dual Compr 193 26; 339 :3s , t 009 153 -87 372 2; 3-1 - ? i UNIT !k8- (Weatracrr• %kcr I+) "— 1;VUtr3 249 36' ',bg 255 215 325 �: -4 2 4 LV,LZ-+30p, 187 2c8 401 260 3-0 2-3 NOTE Neao,es! base unit weight only, accessories not included 1, 4 fit---- Q --' I -•r— WEIGHT DISTRIBUTION AND CENTER OFCi RAVITY I WEIGHT (Ibs) OF CORNER DIMENSIONS UNIT 49- (tt-tn l 1 2 3 4 A t3 I I DPO12 .76 314 326 39� 3-5 3- 3 DP014 395 3?7 21 .4'1r4 DPO16 4�'4 336 402 508 ! pP.012 Y,I 2ft3 3-:4 475 P014 37F. 4��; 3`.,8 4r,3 ik,, 4 11. Dp020 389 4:�4 1 675 552 <-9 3-1C 2 w-,CM . ^ V aw r y, .,• . . �I "�.. ^ n S � F ' ��"'° •~ • i I i I I 1 1 1 i l l I ' I I l JillIfIlIwl . NOTE : IF THIS MICROFILMED 1 DRAWING IS LESS CLEAR THANTHIS NOTICE ,NOTICE , I` IS DUE TO THE QUALITY OF THE ORIGINAL Z 9 Z L Z Z 4 Z Z Z Z I Z Z 6 I t L T '1111 I DRAWING. ii I llll'il�illl ; Illi fill ill! 1111 1111 1111 Ill! IIII III► IIII Iill Ili! IIII till !ill Illi Ill! Ill! 1111 1111 ilil�lrll Illi Lilt illl��, i-�,�1 1111Ill' II li I . .III l 11�it IIII Illi illi_illi IIII Illi ilii Ilii Ill! (.ill- till Illi IIII Ill! IIII IIII IIII IIII Illi 1111 IIII 1111 I , . / / cf) Er It .v \ r✓ � I F �� -�� ► o� � ccs T3I 3 � x F P�, , �°� ��r� mak= N v A C. �A N �T. ��' s J �/ ►: A%b D T 10- fy X11,,,, d) I Y2 / G 1409 G>✓ .�... -r / ;Z�2 X W' A-5 tIrr 4 1. 7 I �� LX•Com• C ,�'�'` ��`0 i t (`�,/��1;,,�� W. E44 D) � 2,K II t N-{G- 2�. '�''�► I pp. c) ' � JA FL.OD rZ czo LEE \ 7 r OREGcr� �m�, c,�=c�G�� r, A06 f Uzi :.. yy,.�•.y�yy�, _, yam+, p�-7 R. ,,��yy Ilk pr CC .M A II ( Jill lIlIlIl 111 1111 l l I�1 ' - NOTE • IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS N011'CE, IT IS DUE TOTHE QUALITY OF THE ORIGINAL - - URAWING. •� � Illl �ll� lllllllilllilllsllii IIII (IIlli�llillilll (!11 !111 (�llllllill� ill� lllllllllllllll� III� LI.11lil�l, -fall ��ll Iltlllll llil�llill�I� III� IIiillli IIII-IIII_ Ili� IIIlillll Ilii iil.�l�(II1111 �i11 IIIIIIIIIIIII1111 TiIIIIIIIill�flllIIIIII , 26 fat. '111.' 'M'1tM'n{lM�l"�.>��.• .'M.4 � ' ...,'4.L.+ «,,.•n.....�M�..,Y�f1� i.4yG..�' � y, .. .. .+,. .•f. .'IMM•_.-. . GENERAL INFORMATION �tE'A L t�ull�Y, cyL"NFJt�a� o>�_.C _ TYPE OF FACILITY: CODES: BUILDINGCODEISI U•�'G• - �d�_ p��-`Q'ON er M DML'+T'S `W ADD IT I ON AND A L T E RA ..r. I O N S F O ZONING ORDINANCE LAND USE ZONE __�,_ GG7MI+fE�tLJA y +yGhiER•.L. L D9' 3Z OO Ili - •17• •�' -_ �� . T GONSTRU':TION TYPE(S) --- OCCUPANCY GROOFI(S) g -- (List all over 10'%) FIRE SPRINKLER FULLY ?S NONE ❑ PARTIAL I _--- _-% _ LU 4 PARKING: - -I coo WAREH STANDARD'iEOUIHEU �'Z_ STANDARD PROVIDED _--_`_;sr' W F R Cr ',•'ACT REOUIHFD ... COMPACT PROVIDED ---- - - --- - ------ - - -- ---- - - ___ _ --- _- HANUICAPPEDREQUIRED � I HANDIC'kPPEDPROVIDED.. L TOTAL REOUIHED ♦ _ TOTAL PRUVIDEO w PARKING RATIO I __SPACES/1000 SO FT GROSS FLOCR AREA O ❑ NOT APPLICABLE ` AREA COMPUTATIONS: nr)kL- 1 0 8 5 5 S . W . GREENBURG ROAD BUILDING. ZAiS-nh4,f APP AREA{SC, FT) OF SITE Il W GROUND FLOOR(Prime use) A54 I I iENANT(S) Uj _.__ - J.363-_ -�- TOTAL GROUND FLOOR!Enciosedl OTHERFLOORS I M BASEMENT ... MEZZANINE(SL...-,--.. TIGARD OREGON 97223 2nd FLOOR. . 0) ADDITIONAL FLOOR(S) TOTAL BUILDING Icnclosedl 4G,t'b nU �.DiFJa f RC -AREA. _ 34,45$ 7,42 44,060LU Y f� LANDSCAPING U� Z Q •N SHEET INDEX PLANTING.AREA __1 7�7fy0 I �,r N - -^--�' - -- A TOTAL RIAN ARE LANDSCAPE - Tom` 1 I I W N 1. SITE PLAN, GENERAL INFORMATION �'3+� -J�•4�7. '� r- i I PAVING 29�a•f 24.942 I 2. FOUNDATION AND FLOOR PLANS pp } PARCEL ... ( _ACRES) 3. FLOOR PLAN -- EXISTING BUILDING TENANT PARCEL(S) .... _ ACRES) _ UNDEVELOPED AREA(S) I _ACRES)_-23 q155 w'SI le 6. DOOR SCHEDULE AND DETAILS -- � TOTALSIIE ( -_ACRES) IIGi4.-m-7 -_ _I IGLG97 I:x•�07o J `► 5. EXTERIOR ELEVATIONS 6. BUILDING AND WALL SECTIONS f`IOTE; C�,LLUTATl�-O AfZL�A'S �C�R G�NEKA�- INFOR1��liTION / ING.L..UDE ONl-Y ,AR.;AS I►•11TH N P►��E�'!Y LANG �UNpAR•�` ' \ 7. ROOF DETAILS, STRUCTURAL NOTES �f�OL�S ��T iI+.GLLJDL•_ AR +S TO N>Elr. SIi- i►iAL-i<6 �A?RaNS STRUCTURAL FRAMING PLAN AND DETAILS v _ _ 8. S ! IST co --,��_ STAIR SECTION FINISH SCHEDULE, DETAILS � `- 9. IN IO. RL.fwl •'w i i Ij ELOt��f� ARCA I i iG WOI+J�- I CON fi i.' 10s.1 PAP • •••••••• ••••••••a_••••••••••••• .••.•u� 7••Y� •1'11•••�Il+@ • t••• •••••u•f,it,.!f•�_•.•••••••••�••••••�f•••.•• • ••••:ter,-r(=• ---- -- --_ pl P- YE I.S M" r OC44�OILS ,atH � ��•+c. ulep /� Y o•n•+t=RS, / b, � i �L.v I -'� AR�pS OF �I o G • I' 6, - �ND, u+a4T ''ri1✓�i•I• / / / , INC•-u D F...(� h+l Git`-f`I c�AL •tRo •I_rrws»,�! �so„ xer G yrs° 40 fµ ) - I 4 rLl SAT10N �ALLUt.ATIONS • 1 � Re. .2 � iJ"rIN CN•'•C• N�.-L+J SL.Ab- SSS / a .moi -_ .__ .... / r� • 'MrIN6r , q_ _ �S IN S Like OV C+eiy71NCT UTiI.IT�/ D,I`.?fI - \ 19�ISTt^I NA►TU1rAi_40 VF1fTTHI.SON A3 W� J6��QjLI•� rwbM�L^f DKK MIS AfCCA \0 TpK ,5' SNC. A� _ J RLMOVlic GURU s IWLaC / / �vCp P�RwNsr : 1 z L VL •p ti �' - �� C� IST'r.I C ;�3 U I L-D WOr / r FII-i,PLL• "IG3.81 1.`, �U L coWG"1116W/wof�acr +.D i }�cIST11Vd� .n N. v.IJIbH .A I I " LdN04i,"PINA 1p 71 10 / Rk � lip/ I t r oe � / �r« �P1A1 NTGp A IrJ• � I , 1 � I4 _ 1u1 � ' Nr_W A•c:,F"1.41 l.�} I I 1-la �.{G;e.K. THIS iVtIRA " f 1 .• • �� \�' / 144. 0' AL l.r� 1•I LFA I T I S c,OLITRAar f / r°.Jahh'1,0 tR-�6 .S �GiY� PA�/'t-lir �cT y •. •� - -- c,ltp+/CI_ 01-L. 1,J0�. / � � ' ' Z __--- r� • • ' �.-- �( U� IL P�p�•rl GONG RtrE. / o / Icz. i1 4,16r X1144 •\�0 I _ tet=_ TZwu2 PLAN 5HE'LTb 2Nq�3 I'40R NOTES Rsxl r �x�R To <�iG��e- �orlN ``I ►f1 ,.t _ / � Io�GI.A`{ I,L 51"F.L+RI �� I l µ►,Jur�.P��A'�FssSlc�hl >�R'+�R��\ � ONEI • I i G t71M1=_ 1510N� ALp BUILJ71 �c�(pv� •TO p+CAI+ 4 - -- - IiS GTf ORtD. z�`liM`T'3• _L f�.2 LILT i•1 • • ••• • r •��•••i ••••••••• f•YL•IC� GO,JT TFC �� ' I - 1-- I '�, GR• �G,�S. - ' /� IL4• 1►.G. �PYLvNW.S N• I � • •� . . ------- --_- -4-- _�- -- r, r 61K8 RAGK- 1�3,]v' T-�a \ �• / 1 PKOY,t7�E�fG• TYP COST IN PLGGE, C 7�JG C:JR-6 �I , I �:�, \ �v ( ._ � .�_a..- _, - - .ow !aIJDUIT Sof-rwV Ai I D. P �' 1- y \ G/fl .Lf(+., Ion rc i'� •.`Ci I � •\ ) � 2 r'v,c. Lc�. 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HE r GrGUFtS N.I.G. �' iG5..9t ?�' ' C ) I 1 WNR1 SHorLN �IJ D) - Kfl I _ .� t:0..� �. _ i GONG C.�lF2f• .JD•LOd7.1WJ. � A f /t RAO.-'�P TKH, r�T OrHEiZ'S GGONG, I' F7'-r�RIhAl'FTFLIL-17WA-H-!UI-TKGIf J'�'T>�•i-P1-l1GIP--�SL . - �h '� 1 (,_GI �7 2,� N 9i?YGS ' L blIET \_ : I,-1 EroKY bitty �. ✓� , C�J+--�� gl.✓�. k' .v, 69.71 j+. • ---- k � - ------ - ----- - _... IntieX.• , .•• ,•,�,,.L-1 'x. I I t I I -_ I Ra.�OvG ec�S �.,�• q.,�N� . ,1.. I � '.,• c N•I�Y ---� I 13 _-� _ _ �'- -�.. • .;.� ZIP RYG.�Lt-•sL i � T _ I + _ - I� �R N,=w "tea D CN,I,C - - - p C - 44. - CZPNG IGS 37 • I T c. - --- \\ d=SI '47'o0'i r 22'4P rVG.SLftYl' I R 020!1 LL. I: � W•r5. •yN,_v. .(l-l•?-`I.ITI - -- - - --- -- -- - \- - 16S t rc .• ��94 I'LAI+f�'INu'. (N,I,G•) Ist,l _ s REJ''GVE '!",•CIST I L(K INNING T • � - _�' � I .C.. � ''••.moi', �3pI .'3 K. �.• ra4t rs..r+�'r�rrrnssws�r•rr•sarar - AQ10ND DIr15. 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G iN5 i�41-L ( i l c 7 /� - - - C!<�cAMPLG•,sG..UWS`� Z PnWr.�� DcIST 1 IM.V t .LAS.: 21 P,Y.e- �iP S,KFV�,S �- _ TOP Or- GURG AIJD Uri LIT`- �I� W/r',UY- G r 101.111. t�1.�T� ��Tl�� As snE:G+FI�,�. ,8 I-+I N.co�'t-R. APPROVED FOR CONSTRUCTION - ss4 �L_•o.,T -t•6 �-- NGW <_,fIADGS- K.xK C.C,� wJD'i'R7M OF GtJOILS "'+(P rr.L CITY OF TIGARD ---- NRW PRGP�"^T' LJNE•,9 _ 1 ��``tt A:,c �E 41 '�.1..x•it1" �- F-�Is,-11-L<r c,€p'rx�• r,j/G-•�/A'nor� I 1=``RMIT NO.-6-b:e�SITE AQDRE98!�� J"-5-��. of I('-, w NOTE: IF THIS M'.CROFILMD DRAWING IS LES` ':LEAR THAN I'ItII IaII Ii IZIII I�I'I�I � i � i �. i � i4 � � i � i - i � i_11�1.1�11 IIiII�IIi.I�II1 •1�11I 1'1�11�111t'I'JiIb��,I'1�1'1I1'1i1i�11'-1�'1'-1I"1'1i1��1 l THIi NOTICE, IT •S DUE TO --- - - -_ THE WALITY OF M ORIGINAL1 DRAWING, S Z LZB L0 S LOO S 17. <<uliiii ��I�� i�I��I��ul��1��1��l��i��1�� ►��I��I�►��;�,��h��I �I��►i►��►��I��ti��l�l►�imlliu �►��I��! l��I�� i►�>��►I�I��i�1�I�� I��1�►��I�►�� I��► ►ii►r►u JUNE 26 '.' ) 1990 1 _ - nww.r..r..•r=..+u...r...a..+w... ..r.r ......,.....-«._+..o..r. .+., •�W.�rr�uMllRn•Ies�aYRIIR�#a1148Vyi ,x• . - 1 •sv�e�Ms:. _ :.r '�RI.a..i R"�jY,_ .5:.:i.i+el�•�•y - .. ._... 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I -II IU I SULATIGr.{ `J l.�` 1 ill r�•J-,-,t-r I=oY�R -r•�o w RIS --- ti ,�,^,� /• n +� OFFICE C I' , •�Er� allelDs C!scGlt��-r .4S NOT ''1-'t7'-i - ---- ---- u � � •_ � � t�N�lava rJcl�Tlr-•Jsl .�wµ� . �i�.cTcwo2) �►v� I i I � --- -- _ � \ \ � � �' G ,�'' ; ,'' l .� 1- �`-_ I,�* i ��•l•Jw IJ6r •�crFI`; Slow-I CIN I�jGG ; f-+AVU �' \ \\� �' C2J coy gw5g lAil'' ( I I� Pl".TG+'f f3Kl�l ti� WIv Tb MATGr-+ AAJ/aGEI-IT. G G �/ 3 \ 113r 4 r Ir i " - V sIM: - \ I cvL, 11 _ t--r.__ -tic--=•i r- =�! _. -- - = --- -- __. _ - - 11� ISUILUIIdfr-' - - - - r, .__ ~ - ___ •2.�� IJ I LT- Ur 1�1 � � Ir.►til i. I I ' � � � S' t/ � CJc!9'T F / � \ ��`----� . M- J = �- F 2 -r J37 -- '1-Z AdmVIL '� - T,O. G�PINC? �f� IINS GINgTL., G5 C..4"QG. -PUL1 r1T \ (reJ ^L "`�SIJGr 112-6 - - _ 1 '. " IIS'-l! 'TC) I1��1 �TTrIG�L. c 31 "N?T sC Z4"O Jt , O _ ruLL H _ - � I DR-Ny PT, - - - �0 __ - rEP!•� {® -' -L�cr_rl, G \ iT ;i TIL wpWL (1! EKIr•I- WI1�4OOWS TD IeEr•1Ar 1.1 . 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A(�D�ION f� ` rJ �'-2"Kf�OIJT,x 10",r ~ " D fyanlcaltrtd 1 '�` t 3 ' Oran by Chocked Er \ I ` I -- -- �►Lt'!" rul -- "�1.2• SQL IEr7hlL - � � •�' h.., + 11y;,�;�. 'bC� ''�•1T. Ni � PA!NT To I''1hTeH P►c�-�• v SiCr-T,or•4 NUMwe C,Z ULT-f� - - -�-_ I , ' -.PLAN LEGEND i s I fr 2'2 x c:Dh1T SIO q7-2 b�"G PT/l'l I. Remove existing rails shown with dashes. 12, ep�TIItI+G,rtils GNALL GG�pRDINArC +_ '� -__ SEALANT WN�RF. �k•lo J � '7 � .d♦ t _ __ __ _ g i� �jjf.�� G,- AtJV rptovl /. te.malk?, SUIP"I'�R1, �\ / tonI��C 01` fvAl.r \v ` - WAl-L. S�`L Ot`� '- " 1' -� 'I - c -- r `- �lC �,�,�, rQ }yam rti,�+t,M(� 5� 2. RA dir a"istinq tlsturrs, usrrorr, and 1'inlshes C^ TArPIN ei r, ZGICEwt \1 I � I` 4-4 sR•>'� 12 rFiK. qJa-v �-'w4 R,W:ae ror, L=�TRti1C•r wA an directed. ♦S1a7LIK'J /rrNq tLL11GTM"I L rfepl! si r' tsY �W NJCJa;c'N,I:e,j DG-g� 2D 6-7 G A.♦ ae o oI!-+eN�1p►-1 ;rJr(� \ . �+et�r rt,I, w 4 I °1 4 C.w,cP tSor. f x15rIN� wA.L.S �bMA1N a p 1. C.nstrurt nw calls shorn. pROUEGTiD vtrlut NUM�Rr n •, coUuMN•JS _ , u �\ / �/ H- A,-& It CONT tt 8 THK, '17-0 SJSE. D!'A!� - �1 µ1ILI1IIIILI;L! NE1�J 2_K4 wll�L 5•, A-r 16 CSC, - 1-rr 5HcDwW McMt TMN t el ISlyl.p 1 GO(L ./ ---} - 1. Patch temalnin existin walls to match and ali n 4 ROS �\ `--o`er I �� ' " a a with ad scent or as noted. g wUNl7ATiGN Al1C� \ er ��uM J 2-o K 3 O x6TRK. 97-4 5� NAIL. il.IFIL- L. - 2X4 WOOF &rljD! ,Arl IG' AG, � c L.ov R. P A►.I 5 kIITH SPFG �D PINI >NF,) - USj PMrSSURL' S. Provide infill at eristf�q openings. flush with ',1.11L�71� � - �,w.i-(a� ?►4r►T AMC fll.�itf'1!'t? - rwI c s 1n 1 - -- -- -- -- ADDITIpW ---- a►�ti:,�. NUl-•Ni>ptt K NOT U5CsD ___ beth faces o1 we!1 rhetever xasihle. - 1ril Ih-1TIR.IOR ei.BVATION L . x 12""MK. M7' a-04 CrMI, c�' boT c�oNGr2�"1'S. c�1e 'IASfONfe.`( 3ist-I,I�S t�I�rlar \ + r-__ r * Jr , Jr � •�HIfJl.T NUMEPJR M -- 3-b"�9'-d"+ 12" F+K °I7'-D° 3- t �,N, (3bt-� •.•..^..,., '�.UNGI�I�Ts` ( �`J 7. ;.ProProVide Adt �e� finishes Scheduled or noted. / /�, T O !Jorkira and anchorage in new and existing --- -- -- - rG�) -- -- IF I a� requited of aE directed for new or ohm NO. 1 UVJ PFJC�Ni NU1''I[�C.� �r NST, L�NI,rj .•-' r�,••r te.oce,•.-.d [irc..:eF, caeercrk, ofeqp u! ment. C� 1. h. movr- it my window urit a compl,"te. Re-build - ---- -- -- - a. I ano rl•ufE beat units where required cn second i s Pt t`'U�I R �JC.W 2x4 1.-00P JrUDS AT 16 oz - ro &nei�Gi u� floor. I 'P�JCHoI� 'rte�4 IsoT`rvr�t to remain repair valeting window un A�L71/!E OIC N SND T P. clean.SHtOwIN �� MTL. �T'uDs OPnON,4L) 1n and itremain LINT -- - -- - - -_� i as re�uire•1 of a directed. Nee�.J 3vz r'LL�AL. �UG'� AT. 9-+ O,G. 4/ INSUL.AT U1,i P T'/� S w-lt••1IE18� h1CT�C�, 11). hRoove, repair, Ind cause, esisting doors and 5 GOR NE R P I- 1 A 1 L,. I -- '4' )OIJ�<:::;7E_© ��UI l,,r��l � >!( 1NT� R WCkV"11403"_ i-O HM D ri• hat�are rhetevec pos1161e •or as directed. G%^ I I/�j li it-oil �'i yu, II-p" E.'Lrkc„"`',� - 1 .1 3 - 141MW i:�" HMrAL VrL1P!�-) AT 24" CA C, Architect shall review and approve location of all G �/.!/✓71�1 't�� 2 __W.-- -- --- _- --- _._�.a. ., '• . --• ucoeMchernuioctaltl fn. and electrical equipment prior to 60L)WO IN!5UL-ICN Hep-aOe 104 f ANOOMrrMr}�..r.ar�sMe"+ws�+ueaarrrr.arr.d „sem. �• of IO -.... • ' .uN•:. ..ygipFlWifQiMle. - ""_ ^*1 6aleAA"�te�"+'•rrea AA � , l hPoll '. III}I{IIIIIII'I I�IIr{III{III�� VIII{rltllil IIIIIIIII�IIIII 1111111111111 11111 Jill I III�IIIIIII I IIIII�IIIII{III I Illllil+il{1E1 IIIv; rll�l{,J I I 11111111111{1 I�III{III{I I I - - NOTE: IF THIS MICROFILMED �� - �1----Vl 1 DRAWING IS LESS CLEAR THAN L- THIS NOTICE, 1T 1S DUE TO 1 THE QUALITY OF THE ORIGINAL � DRAWING. 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N1 D0 PLYN D fZ'�;f► L SIDENT � , _ z � E'tVD D AT 4'-O Cill 2 PAf2T1AL H'rRL1DP� fVLM•1l JC I .�'Al �'_ -4/sw,.t 71-gZ'.I a.H, NumamptW107'-2/i'•VP(.; DT INJ�t4 40 0- 7— co- V, AR'_EI4OU S� 134 �BALoFR C �L,aoRNT'4�><IS.?INGcaNcLL no ISLAb 1.71tl FILL, e.*P Ive- +NC, 7 t*41 e.�lt� O 6P o c0Nrr-L. ALl=MATG H c�UTHWALT. 10 1A5 DII�Ec D p`(ovfEl� 0 �1cl�TlrlGi If ii:pc.^P w/•olio•AN DTITIOfI�� ROOF r,.,Ls,��CT�FZI l 1•.YIu..S ' Ill l Mill t-4q A n iJtl Rc-ul NCI, MIW.7 l -Ovt iaf LL'i7F t " ' Sto �Y ''�( Zil UD F.IllOY.� eJIPG A�jVC L '40T II ANI'3 12LJL-PI - - IF �41e JIU. -r AL:ltF•1 PI 5N[• d,,, + r �no I srr ge, H1 D, .,, I y 1'J`1 PI OY EC I I I� n 'PO'-+'r-Mlvr- e6. t•W •� rI i' MANAGFR5LurE oF tpv 1 I 1' I I� (�FFiC E P�?GH 6�RINf7 co` _-- - - - -- - -- - �jZ { 2ND 1'LGJIC1 4- - INGIDG PJd.Oti oP---„Tr----- --- - xIll ro 2JCjI�Y C 10 A•f!crot f� li , I _ IK i{ •}-O o.G. l.0. bels �Ia �'Ic� �e 1 v -t"�e•,k,e� 17•�'IN16, R�LITWs. -_ i �ovG Rrx1� 4ALL—� u�_ `�.�••�...�/`- - 4\P*11 G E°rU�rlN�• 11 III � i � NL•W H,G,hWWT�GLCLeSMCHill IWS r'PR FC1RClR�USR r�Ji = _ _.� ��----- DCy t_ c=_ Id11►Ab es,lcs ,�IOFL L-Waloorl144MMOVIL,,. 1 II I, •� I�.av,elc,s�.i� SWINE•SMu t JS. r1QAti'!i Igo `^'I 1`z • E 11 rbR f FII J1�7"twowIli, ,IYM &KAI ,4 ML% 41 �I10� F-EN h1aLL ' t � T NT 3. •' - i TO I�F- SKI tom eAM MSM GSMD .oc�M (� Nt �� ' i r ST.I►I K- I?t- I (2Le I.1�I�, F7► r 11 4'_ 7� ,1!•�" I"- I I 11 � t1? ISR -sEz I I ( % t 'I I v _ � I ZV" rI KiATuR 4 .I sN4e•W V k "-fin N IL4L � '-- ZI'P P`I.GK�R AR�v1i i l5AW-4r KIEhkJv bTl � � y � QQ 44 f�'1 ASMCC"5- 14 4 15I , FU1 - `51M U BCH ULI� F�1151IE.SG \ 117 1 p ((�� ll` - --- - x --- - V �J"RD I�II.AsTC}Cr+ =-A FGrtlNi��(+S._ _—� I VN J } �� -�it . S , ; to z_ r�t.l FY-IA. uA v6- - .I r� RAs., `I F ; �� 7e ,b a L JUC I J 2 k III�. _ ' R6MOVG Crc1.6 h 5 t �� . ItcE c_'. �-0 MT,A•K cr+ — �: - - -- �: „ l�J�"oATloI� �wntGLlt�s to Cowc» PwNGI. 1O G ro \ ,,1 I rIOIIe " tt 1n -, H Ge'tr['t!Yp',NF r1AnH i14AIl f► *Y%s 1. H -�'i Z11-2 IO N -8 al4-� +-l0 4-3 G-'I �•l0 14'-6'* 1�'•�" 10-0'1 9'-alp 5=�' ' 1 c a cIARIFIc�ATI�Nr� I-J�RM Rr Or GU - "�lirt•I l��T I I Nei•d YPNW_r-Il i� P~I; 4 [Illa� u 'F �.40 'P'�PC2 G �twT1C RJD ORIS, r F+�TI'JGKD GURd4 L`I 131. 9P s'M lIl - SAL SI I�..Ml �IZF.CJ fJ4-*,Il ro �1 N'TiR b ,SL.1.16 TV, -SH WITHrig.1Ns lP, d�RD- IoAINT - F^'W rZP PIH - MAN 5MLk-TuillNX15cE ! MTr Hs t. VILrIt•.I3= FWNS64I.C, — TH u6(H ROCPP 7 C�I t..lPLArI l rdl QTS eL.Ar Imo) - �c I ST I N c . LN --–ool ..Ir�Ir.1T w 3 Vd 1 0 0 Flea ISL, ��, IBX, C�uAL.S TOP crl� — "PL � N r �. �-G E �.D � ,,p---1--- r 1. R41l arittihq wall• shorn with deaGat. IZ 5�- - 1 51l werro � N!•NL � ~ CL��A.M. �p�" I✓'11�R S IV'Le A5 113,95 r-KL�T11. , WA S TO !R mr--o�D 2• Remove atiat:nq tixturea, casework, an� finishes�R• X R N1 'T'M °��1N N r- - -- - LL at directed, j' , 106 NaT J. r -rRo - .r . lt.��, ,.. � ' ! Construct hw wallav-i GOrJTR kL ori • d. Patch to*tihing existing valla to match and align with adjacent or ss noted. �q Tim -- - r ILIFILL21C4 WGiDD IGt6, Provide in!till at existin o enln s. Flush witht . f�c.J. -- - GbnIG a . 6e,N-.•l -scow o 1 I — W 'r+� `F'EG" f+D Fq p 9-- - aeR+niT Doi v1�IfRt� �C1eb��D I►n1D /4erAINSTboth facts of wall wherever possible. fE:x 5T 1 Nuc(1t t� ---- Its IrS — O �eufrlD �J �QLLM ON LONGIt,�"T cwt ••'A.Shnl•�1�`:: Ovk." Kl STUDS O+"Tk/�Ll i, Provide new finishes ■chaluled or noted. (prJ'YTRt1GT1oN . � ► piyCKwPren�ide bleekinq said anchoray� to neW and existingVOL + _ ' walls as required or as ditected for new or eJ t T(p1' J0,N w/ , I I d•op _- te:ocatsd flxtutss, C}tewOYM, or equipment. .eee�� I UN►TS w�..t NIS.C�►JGRE'Tf° N1ArD1,lR Rcmcve existing vindo unite complete. R.-build _ nd rause best units where re uired on second �I+I�NsIDN .loilJT Cvu�l -�`-" -,� �- '.� hlCl^i 2cG 1�1GvD 'L1DS A"r IL OG. - TO ��UG'TIJ flour. g� ,,0Aeil OK NT S�iOW'n: � G" N^T -• bTURS OPT'IOt-A') clsrn ane re v�TIONd. is an anted pr iessixitI window unite to repair, UDS AT 24r O.G. �/MIS U LAT ION" ltl. pewowe, repair, and reuse esiuttn'# doors and MtdWrxe Whatever prsible or as directed, cowc, 51DEW&l.K- JOINT DE-'O�L.S .¢ 1"R�FcIG �+EOW -cJA� � o= - 2, ..'� �, -I�NOrj -I�,�IDIi,.�P. ,,_.D .- `.=SS J' ( G/kf'P�D �MbL.C,H }'�""'�'i ��W G" M�sTOL eST•U� ^.T �M O.�, t1/�U�'�•�N 11. arbMiuca .h.11 rwleir ane apprave ]naatian of all wYehtnlcal and elettrical squipwant prior to WHOAK 1•�OTEL'�. 01 to 11111111111111VIII IIIIIIIIIVIII 11111111III I I III1II I�III I tJlJlll),I',JII I r -�•I TT��NOTE: IF THIS MICROFILMED Z 4 I �I ( I ' � IDRAWING IS LESS CLEAR THAN ---- `---- --" � � -�THIS NOTICE, IT IS DUE TO _THE QUALITY OF THE ORIGINAL DRAWING, IIIIIIIIIIIIIIIIIIUNE 26 1990 ..._... ...-r,,..,,,.",r_,,,...rw,e..........,e„x�a„rzt <, ,...,,.• .ull .,n,a..,,r�,•„wsww,l�...8.ww�+,...«.�I�t r•,. _ _ _ � � � I .. - .._ r .... xaa-. ,1A.iG9W71R.:' y_7'Cf'.r,RT'a'.bp 'y.••yq•1'.n.tY' • r r :!; *01 Tj1 a �UILl71N ADPITIpH' 6� E.�VA•r 10 N t3-1 '�"R�KTLANC7 GCMFil1T PLASTK•12 ��JJ O - AL-,-6tH here To tuc ers4r G I r PI CZ)PiNOf - PAiNT C-4%41R.'A - 3 h ------ ---- - --.__. __ - i ------ SRI= iLMLVAT IJ �J I — - _ IT __----------- - - ---I MOVa Gx I.%''Ip•J dr Lu --- - -- - - --- -, W� j � F --- - -----'w -. �_- . �K STING wA..�s• wo wolz� ---' -. _-r'� -- ) ; I �' _ J I I U) I I 1 �Wk �� I r - I 1 SOUTH =L_f-:;:VA7 I U N - FSC I ST(N Gr- I3U I L.ID►QCT Y 5 Ila , - 1'-v'' ze A Ftv �4 � 2 W � cm MX11friWer IbU I LDI N4 _----- ---------- _ --_--- ____--- 11•G h1TL.Gor+INaF - I�.I NT GOI�?IZ "P.l� ' I Ok"I"I`RIOR JAL-L FIND- �p , Fi� IAL µt. -! ►'ITL. Gv `OLOR6 SHOWN G -- _ I IIFEj F �`FRAC !.IOTRS ' NG7TE / RF.iICNTSHI SYSTCM - �'jTH bLDCM GoRNC oyL.IAUE WITH I til G SIM , Rmta LINA 6!s(ONp NTFd1RAL GOLc�f4 B L.J�L1� n I I 2• -��T'I`IAl�,Oh1 vJJ►LLS, SNT,L, I__ / Pll►I NT, C4LOIR IS `` �,_ - - IhIFcLrJ 81 G,M,U, P'ARAn�T W/ �b'I' --- ---,__ ___ _� / _.----------•�- 1_- � - --- - FbIZTLAN r-) t'..I_•'r'I Cr1T f►I A6TCR - PAINT,CCt•.•02 A" --INR•W ME+.TAL GOr-iJdr - �- — t�/IT - COLOR _ _ /,✓ I g I. FASuA vtroWp: TZPPt -- r41N'r , cv6.o(t ''A ✓ - _ . r b -- --_ ''"1111 •---- --• _ __ __- _ _ 1 _ _--_ -� FKa,Mt< Dia •LIaL� 4 sIM, MTL, GOPI • MkII.T-- I:aL.OR "A � I.LT Av► '4 -_ WI 2rG 1•IRitMEy 4NGN,1"V � _ f - - - - -- - - O -- r W 2 THKU-MLTS ScUrAP�r - ----- - '- _ '�2 I „ O _ pCG,4 REM�I; IA Igt'4 I -- - - ----- I M 1 VIIIA iNrILL Oo 4 } K b TL-1 r�l,c �,�11, CT�So�IG�a1/ j VJG R�OI�8410E5 I _ I W001:- Weis JOISTS of T- Mfr u ? ( GLU LAM ISLAM5-6� I - ----- _0 Imo— E KTEF 10(Z L-JALL'F�. rp SUS P. AtGU�.GGILN¢ -\:/ IL�_-_ a �- FAINT �LOR."�'• I � 'I 11 1 I I I I � -- - � , fMOv�' F-+GIST I-IGr PAIN r Rcor� -S hIGTCb I Iji I 4 I I I 1 N I`SYST�M Gc LGR i I f I _ ON y 1-I•r. N e '�-- I� I I I I I I I / � IZ7 - �l_- ---- - - -� --- - _'r� I - I ) T--- -I F'� Z of it I y ------++�-_ .. Cnl STI'`�T v.uaL.y.S- P^INT - ---— - �� I I - 1 I , � la• 1 Sts barTOM OF%F N,` . Rlnl, --- --- - I ----- ---� I --I GRAPE FILLFLR• _-r_� - - - - - - _ - - -1 Ja -� I-•,-�,,.,.nom^,i•�-./ _. _'� —. —.{ 1 - t— ——r_ _ — �' -w,-r`'a•.wr./•". -r•'.'•' ` � ��.. .11.,1•'•✓��\r'— __ __ ._ ___ _"' -- -- _--_ __-- �-_� r��r.Iov� �KIST't.�cq wlNlooWS d hl11LL /►b fcEG'D, Fial►.iT� GG�.OR To MATc.ri SKI F'T'Nc� 1•JALLS. PANT-iAL- I L.DING� !', 3 �.L_E�/�TION - �r+-I 4 SOUTH �L.. V,4rIQN - �DDITIOti-I 1 5 1/a "= 1'-04 D-D rG �6) A-A I-I 2-2 3.9 4••4 5• F I(� I I I j ; � � - MTI... GtJ(ejNdF -f•Y►II.�'f O CJ Vl A 4 MTC. STUpS-D6L, Q� 6C tivR SHKATHjp4e�-- ' CJ I AIs1.1f7 (�'P3UM TYP , plL � X11.1. oDL"IQUC KKrMKIOR W^LL- rIIIJIbN• cX-MFLIO1L FALL r•INlgr1 - I r w�►.LL rwr� F , 5FR Alc AT JOIIJT WITH INT KAI- GOLi7Rb SHOWN } WITH INT-clrrt .L C.OI-DRS bHOW N 01°5�I Q u E WALL A'Rl (Fq 111I LL 4 - ---- MTV. GORING{- PAINT',COLOR Ibil _- - - 9CUPPeF+ - I ♦ R/�SGIA� 1 -- �L( v / C l IvooR 4N ISG��ONO �✓ 11 __— �- G , � � .-• I I }[{(r D I NI SU LATiOr.I I MTL. coPIN - FAINT,COLOR IS Imo. � OK WALL. M�Ir�1Ls�{ ESRETUhtsmrD -- M co R is - - - - - - _ _ - - - - -- - .0 Ct!["6° - ,- - FAJ ---- --- h —— -- --,I pu - - - - - — 9� jr p C-J.i G.J --� alp ._._. � 1 Lo � GoNSTTtUGTIUN JclNr L Z f h t u cvLc�R"0'' coLAR'D' FI I Tt RA.. ' IOC w l �'' r"r 4 (' . SEE NoTes Arso�e • 0 `L q Top vF c '4rYP�LS _O, 1n Gaon c' - I' I t COLA p., OE AL-u M LI'' a ,S E F pop rr --- ? t�al.� - ' --- - _ - 1'1'1►-l. ISL 14.4 y4" P. Q P LR L_ I L L� 1, J i• M'4 � � � ,I - HAIL.SLOT• ; � R � UT R16j•I D U L. D POIN I SPH INTO JOINT - .� ,, .-.._... V A J, II � A. J• � Nr o1NT ,•......''►,..✓� ."� ._... ?r1,g,r''I�4%I�.r la TO � RoUTTp Dt2tfi-� Or-1 HOIEIZ, su12F+Ac:L',. �r5, dLJILL�tNfr CG)LUMf`15+ ._ IDIII� 40tL. Revisions - --- L Gtr _ - - ---- -'-- . ._- b1rr, FtL. -F%INT 6011 :••17.37 PERMIT IaSuE 7-1Al_ 2.23.1&7 �IIJAL- Is,suE SOIJTH �AST ��-��/ATjON - AD�ITIOr~ i , NIOK7-HFA57- EL—MVATIOr,l - AIDIDI T-1(-DN I , I12E�/151ONs t �L.��/ATION - wE.sTrq-"� WALL- �I N I SN dal NTS 4 Z-1 1&"1 4 _ 4 28'1&-1 ICE I-%LJ6 k1wri RdoIR WA L.L FINISH-CLOLrJ) (17i KC✓1sl<D l°SLDl;f I s G LIG2llC �— WIT'H INTt' j*A_L. COLORS SHOWN r 2 61M MJF L (� t:XTtttRl©IC WALL Pr11�15F1-(HIc��-••II) --- - G b WITH IN L COLOR'. •�bWN --Mft, GOhIN�- PA-AT, e-06-011t 08 - '--- -- - - . -..- -- -- I=F-L e, , S++T 2,No'TE hJPeLLS n� "-m. wfoiw� fe NT coL71Q IIA IL 1 IG,J• G•J G,J. _-w --- - �► -�-- {I- + 9GU MILWIL - - --- I - IJI I-JS a - 1 r I I ALUH WDW 4KI IMOD- LUMI WIN ?>� MAI TIED M, ' A J ? --. I 1 -'_ �__- -.- -� '., -. -7•:�•!IS•<f+i' iia 1'i. K.�'.8-._=+dll4. ��I�M,.-...� -.-ice�_ • ' _- - 4.1&.1_ _= rn- ,. _r_ - t I I .-if •16C,6�. 1 - 'r' _"� _ _.._..�,r-- _ �._ ------ '�-'Z--_ — .__..__ _ It'd 1�I�T WALL6 r6A',IJT cDLgR y I — r II w«t ExRab�n __._. In Drawn y Checked _y^'• I. I ' �l-.._--1 LR._ I L:.-_..J _ -L.� __ •J L__ L.�-_;_J I:__rJ l —11- B� -A �'Z �--- --- -----.--+•-- ------- -------- ---- - � - B y 1� C.� - - ------ _��. R rG - Imo~---�J�-_-� ��•.- -- Co R 6 , j GD R tb� SIDRS �� AJ I '^ Job No. Date - 4 01 k'•.r _. _ , -- -Z II - I A.J,'' WSW Fac hIN� IZi►ee.ME_s t j I ---- NT •�►rs M oRl� H bl+LIQ�UC 11 ALu S'TO SNIT 5YS M 'j - b� F�.IL. Nt o 1 -- -- - - °bs - - -- --- F✓V sTI l.� s�71eL 11L c� -54 IAG 121 A, _ O I�Jt ONfi�AtL Oµ y. 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AND I�ELc:kr4^�c 0 0 1QPI I Q ey�t I t I I L I� WI ADW c FRAMS 1C 1U LL LL I � 6419TIIJGT �.r-rs+.ar�►-rL� I4INcbwa I � I � � ., � l-j 12 AT I rI - - I -1: . _ I I N •� c _-- \r Nr�-I , NELi 3I MTL,drL1G�5 DILL HT. r_�MAf� Z !•ori r+�cl• -� Z moi- 1 L ----I �� - I w/ R•jcrG'L,OR WALL WjI iiSM g,-�rr�-I , ; 1�2 Air NO STUDS ATSII•'IILA2 ctJNDiT14N I I ' j� }J N'L'W 16 _ „ rl r -'--------- --_ - VL I•VI'WCntop SHLAAT}f N1 / v.tiD � ` � I I�ISTI Wr STL v WAL_:. NORTLI a d I b{ALL NSW AT II AST r„IALL -I �f V =9 - O - !E"u,SY'6r STu7 NwNAu- W/W1414 Ys e0K. _ _ - �VSTINaf CNG, WALL PyMJE�. I I �RZ:� l I St+�.�► Rill 14oluNf) IN�✓V►"�N I -- -r- RT "A �I , - I � ..5135 I � I Itk�•1 v �N S U F.ATI ON- [•1�,1^f%• -�- -- -'_/ � �i _ - - -_ - - Tf�u�S ISL�cKII Jed I ALU-LAM GM LYWOUr? -L�,ug'rl{,l !STRIJGTURC - „�-- �tlsrNc� u�NG. sPJs.HDF4RL5 I I r - i q -EjV�i-11G p'LG�R `s1 RLJCFLJICE _ `�w�Pl �5�e" :l E fm+c ST1N� KLC10R Sirmuc�LJRt {I Gf I` EkiTl Korff ! 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IZ• , (STUDS .%s 544-11 IN. « 3 y MTL ST'U D N}ri I-I. PILI ISH t3 Ta I i I V TYr. In J y,i 1MATGf-t AL`,JAC.ENT_ hp,, -r 1 - I " NORIZ. MULLION AT taG^/f2 HOA17 2x4 wr, STUVS ,OPTIONAL PTL CONC. r4 6u �" 1' 6"• _4�' I ?' -- 3" I br 7' 1'-6" 4'-O"cu.R 1 TY1• i4,� ' 4'Z�I �'► ILC -1e3%Ukt - - --- ----- -- _ I su3P, P5uti c4I L_r-WK"i S80 OLvg •�sl7t S I - ('BATT' I FLS U LyTI CEJ h � � ,� I - - '9Y5T�-•I � h11WV I-IOL_D•�u•,FN J I G" MTL.STUDb !� 24O,c. - �SYR3�If�M UM. I�rrOIB ,fIBONT u p j mews IVIGu -0 bol eoNr) - - f G ,r'T� s TAT 5/a" >:�.� sHeW-HI 4�•TYr ,o MATT �NbULAT101J•It•�1 J PA NTEp G61 L1Nc+{ 14`LSOII.GA•T pN-R-11 r•V 'S�b c.VK pLYwcoP A _ T{P• - N6r.1 4JALI.S '-T--RT AlaLY. > N I 1s.1•iEAC WALL LOGArIC7N5 �/ ME K oN 1�IT, cr I 4 �f f P 5-H OATH GI Q CAI.1/>PY STT�LJGTU RE SBS �e • G'ANOt^( ST1etJLTUIt •Lc • _ -- _..- - --' `-- 60L�D IbLG�K.IrJ6� AS 9ft'P,- %fel ExT�RID t J u � I - �8er� aui a Rt31•k>`iG �"KISTIN�� I I2f-MoVt W"-L• rW+ 4F_L-SPS e W"►l.L Ht.NF l.9 ••t'b t�N�'ri f �., O WHL'RR SHOWN G�I� `6.1�AT1GN5 I I (►�I�TH NAL" OI+ILJr" 1� I r I- I �► Drawn By Checked By rr�urz New .OI•JG, ,•.sem.{ � l I I �' aH I a � I ee�llc„ eLJla� � - 4 f..�AL-L. 1.�/YtH4 VRILLI�A�hkyLQ 16 "O.G. I i I pUN� 7• bL I I I , Job No. Date * F'1N Py-EL I I r ooWMN .� { - --'Gas NOT* ow 4.4, .I 2eli 5"P11A `v lrr - -'- I I =T -�- - ----- - E- ` /I1�. I ---_ F'IIJ.�FL., �V7 "r R/ 54 1 -2.0.87 v ( {. - ,-pel INer 6L,Ars I I 1 I ? --- - PIN &lit PE i I 8hsef tole 1=1 N QgADFs. r S.col Iii Ip • � � 1 1 ; 7 Z I II � + I!SUIL.r�IIJCT � NAUL y ens M1 I 1 f F - kIv IrlsuruN - - --- I �� 1�.er� � r-�-n�- - 1 ; ' N t ---- -- - - - -- ----- T • I � FoUGI.1�bF L9 p!!t•'rf►vilFcr ` ( I I � Shoot No. AT• lc, X I STI N�~r I�/ i+ASGA I�, 3 SEC."1'IGN AT Fac i s-r t�C-* �, a EG.TI CSN AT ESC 15'T N� W cA 'i; 5 ' if-oil3V2.11.0 ��''>'Y711 �T10�+ AT tJ -I•J CANUT-'1 I• SGTION ALL I. 7 __�EGTIG�NI AT ALL I: La of !4;� - sem._ .. � . r y e _ .- ... _ _---+v ,'- - - -•r r. .+l►_+«•_. - ,..-._..r._........y......_._, «.,...._..__....,.. � ' III 111..111 III III III 111 I I III III 111_T 1111 1111111 III III !11 III I I III 'II III !il III Ill�l11 ! I III III III I I I I I I I`I { I IJI 111 W ! I III III 1111111 IIF FII III ( I •},, + _:�.,.�� ,., -•- -"'"' • .-. -...._. -- NOTE: IF THIS MICROFILMED i I I 1 I I I I I I II I - a l I b- b ' DRAWING IS LESS CLEAR THAN �� -�--� - --�THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL � ««�� M� DRAWING. Illi Illlillll Illlillll illllllli illi{1111 lilllllli Illli 111 Illlillll IIIIiI,II Illlillll lilllllli IIIIIIIII 1111111 II11�{IIIIIIIIIiIIII tlllllt ►';�UII IPI�IIllillll I,Ilillll iIIIIIIIi Iillll111 IIIIIIIII IIIIIIIIlIIIIIII lilllllll Iilllllll lill!Illllliillirlil JUNE " 6 � .� 1990 ,..•+„...-... - .+. .r.r+..,. rr..«- ,... '�"�2'lb". tt,S,.,:fia•1 ....In➢uuWOY.+�Wa%�lMl1U� '••�' ,....w _ •.�•M•1�'f-�_.�s;r"m+.-e�•I'�-'..r �.:Y:.,- _ .. .. �' '- • a.a:2 ,�..u.'frJ�! mi - 11111111m.- +. h•i�, :9?1 N� N� 'iTA►J OI1.ltS� .___. - IU'-D'' - - - __ _ - --- i4M p.G. MitJf. a' - GOrG C•01. ----- . ,tc.A• Nutt:: �� *0, Al1(rp°wEr ,- _-_ MTI.• GDrify6f- P•��►.tT 112A I N1 (, ►•. err fiENE:Ac \ v T 1�AMLOR� "JewD �O GOv LORR - - ,* jpv --- a --- • 7 T` arse notes set o,rtovi nt dardsShown for construction. 1tK urorinys govern carer \ 3 't• 5r- WoTES ON A1.-07C' • the Lrnrral fxII to ?meant srorn,WP !► i$3 / >• s �,�T6t7 �lIU N1cPt FiA�jrt'N>j - GO�" 5�./�"•.i�`I� 1 ------ _ - _ _ ..- _ _ t. J,.tor tr ell.c wr rdina Wei tY all dt men�untyand Condit tt4�s vu drarinys and in the � `•� ilei". Coordinate locations of o nim S throw h floors, routs, and walls with = \ Ufa ' ?1117 R sA,12 , coo' L_� `71`1 r� �F �,r�NT�� ) Ares,tir,sureI, mechanical and electrical plans. Notify design agency of any ;� O v 3.05 I`'`` �y TA Gil('S IIb•aA 2 O.G. 1 p 1 --- i L` •fit->P7� \l I W/ Vee, 9Q. rpt F�, f' discrepancies. MI I IVJ� )qA (el/.L V. MT_ Ut'�fZFO �l 1 �0 ; _--`-- - — lir li-_ ,i 1 I Gut:AtZ ,/ErJT '�E.�J► r� 3, Contractor small provide all necessary temporary s pVort prior w cuwpleuun ��tt vUt�HMA►J N �>CAI.AiJ( jpP _� �' deCl� - 7 3 x I G`�L 1 I4 f '- - `�E,Ai I of vertical one lateral toed systems. At'llil'10' +N/ � J. �I� `ARO L' D •, Wrwre reference it wade to ASTM, A1SC, ALl or ouar swmlards, flit latest issue 24'� O.G. FA PA hT t�All, A�IC,r10� 1 r I tha'1 apD1Y ,1/ 1 S. All pork small I,e in strict campliancr rltn tow uniform building tuar as anerwrd ` I L�17 RIAS�IN� I�z' CIJft�1k'taT ° � MT L, by tnr Sett of Oregon and all otter state and local cotes aria building rrau,re MTI- 5.��•{t��,P=tP 24' U }•�r'/ �.. � o r (0'tiCI¢� Celt. F�P'I►Jet� wl�� LI.J�''+"�!'S xa:nts that Apply. .-�.- • Vy �-,D[ 3MfrAR 1/J(n !1•ls•i Iry D - -- D LGv F L LIVE LUAUS ll ' r sl II1AC +t�¢ TTL`s+LsCCJJ FT - ` 1 t I 1 4.L. atAl►J �AtJ • aF So• dlc�. +�ts�. +/b 6rY N V'-,Tit. 6�� P �i'19�� -- —-- --- _r - T, 'Toot............. r SERO Snot lad Analysis) + - ------------ 3.�,RXF'f t 1,/FM NA-,L.,Too q G / Y �� a \ t1�� .25 IDs. per sq. f t. --- - ---- -- {'�iGhv T I � �\ Z Wind..............U.B.C. 60 mph. Exposure B \ 1 1nIO,V Itna build up 1a41tp ss Paq tl L 1 I PKE fl�l. S•M. GOU►JT�K- — _` -- -� ,� q`Ia VNp 4 ALA, `r' '� W< -- -- - --- �fllt4�i►J - i t=14�(t l�IJT _ AKOUND - T,f J Seismic u.B.c. zone EI, 1985 edition p FOUNUATIUNS m U ouneatlon sites are Weed on a total load fx 'Ing suit pressure of 2,000 lbs. a it.or P�11►-is rtc��Fren per sq. tt, W 1 RIG IV Iwo0 L. Ott _F__._. —_-i2X r•IaN�A ysrRAMC9 1. Founaetton rlcvations srorn are to u,p cat footings. OUIJ1EKF�MHI►�� Hr DRAM 19L`wV� hNEOsTH'/• 3. All foo 1 s shall be founded on firm, undisturbed unglnal soil or small berommil R "1 /DL L `1r Df,'OI°T,� \ founded on engineered till compacted to minimum of yss AAiNIU T INII arnsity. PA%ArzT Niles �'e1� ✓ I t�cT�trlolc amu. I I� A;OV11r - __ i�,� ` T Nb NAILEIL -�` f•1NISH SYS? ON 4. All footings shall tx a minimum of 1'-6' below final grades or l' 0 txlor 1 g��ATN(V # �7TK.r1• 1 1 \• `r1'G"t' �� existing grade, whlchuver is lower. 11 -- J IKOOF i`Ii� �1`IT f� H 6AIJ1 / Ido E,� p,_ (5mv,, \ 6Ur r(P --- sl 5. A11 disturtea soil small be removed by nano operation from tuoting excavation �•vf tm ' SNGTHI til'tr TY?'• �\ 1'i to treat lines. 4916 AtoU►�V am 11 O Ys'4� CtrO U T I aFL {" I \ 2 CONCRETE - U51-tN-Pt ALE )` - -- /� ROOF yLors i z,c4 ��,o�,�,►c tour. \ I `ilii p x r I concrete s veto a minimum undamp lebore tory cured wxlyrrsslre r. �. ' of ' - �IF.tAraON AS'S �A.1'rRAt�tE lk�l�-rliR,PR ✓JAIL 811�15h1 ---- Pa�v�Y SDN SIHrsON /� cylinder strength of 2,50U psi for foundations 12-8d NVL3�fU ;; 9 1 9"rKr�Fixl''I 4fbGiFitp r 4.7 -QA. 51x 3.000 psi ,or other concrete exyused W ?famines end �- I Interior slabs on rade �- ------ _-- ----_---- _ t ---- 1' strength. y ,nders shall be tested as fol,.•rs, l Ml y , f �� I `, 2 �� PAyC AP��.i V t�Cv�eT T1/hI GAL ��F �2AId ' I , � -- -- T- Amtntdays.um ! cuuuetr cylinders stall be yrovldrd for dui 3U C t u i each concrete n tm C 1 a s i 1 -�1 Tv►ot.w►u I ---- --- - ---- 2 ole lays. I-OM � I•Q / `"'�"l r ----- -_.___ �_--- 3• Cdutrap Praccrete tder ice. P.00 testing small cdntorm with ASfN sprslftutiuns. I I 1. Contralto forms, miatny, t,lacing and cw'iny shall c.unform m ACI Manual Of P.00rINal IMEL + 1 I ; ^ w Slh'1PSt�N A e l•L (eI�AMCS C-.--r E-reinforcing 1NL Ee-el -- _---__-- I 4 f ' ^ 4 a��IC ANC+I. 2 and ASTM A615"yGrade b0. for all. Fj,IJ. Rf�FIN(,) 60UNY�f.fEL.Ait1tiM N� I I " 7 ✓- � \ T'�d ren oro ' s Tfor or allu shill conform to U.B.Q. tanderds No. lb 4 .. • 124 ata• C'k'11 O.G.) l•%�, ,&114PT�R11•EOt.Tj , IST. La � P`fC�E Aho: � R• � cy O �•M. GDUNIEJIC�L.AS-iiIJ� N� - / Rl 2. All melded Sea dard No. 26 steel, halal inserts aM tonne.trans stall conform w DUTGMMAA) W 414r•.Nt ZN' j f I> U.B.C. Standard fa 26•%-111. L' 3. All welded wire fabric tial) conform w ASIN lyecif•catton be Lii 13. All rope Y�y --- ------- -- --- I :OL'ilL•l7�M �TLj �'D•.%. I 11 T- Ly. fabric shall w supplied and laid in flat sheets ono shall be tlratred to proper L �' NT, �Ct C l __ _ .t•f�.0 Awfaftil< L.A'bMl Nal b Q O Jposp tG M�11 ' I P•vG GL�asJ •.�fl� w/ 1' KG 'his �GufP6R -- - -- W A)I'r in in stabs. Z ` _ - I 0.4004 H ^ A. All refnforeg M &feel Arm r detailed, tpDATI bar end jbete In ..I dsocr i., r Q t0 4)(D , 'd� i 11 1 ,1 M N � I L•.K-Is-r1►-1Q+ GKIi I•Ut�1.1N— ACf lk•t1111iriy Manual 315 and ( ide 31e, lap atI wit a etstmwm of .n aaa•lcr&, �! 0) �tD �r.A.LANT A%L•L � �.I vier t as otherwise noted. 7U1GNMltrJ N��eALA1JT s .i� /►LeUND fUL.t- '�'" T POLO i-4A; .J�w�: O1Asa I:3 _ 13 3 l=it' vrJ�Fr ►-o�.►T�oN p Y �, It 0•G• / I PLA4iINdy N7:. `r-i✓�1i}L -$. ZroFi�JGI G" �, I�D FACIA1 I"f� NOC+2T�-� I�JA.LL N SfR,r<TuNAI STEEL ANJ NiSCEILANEO,S ltlk - WALL �t1/iTN ilo// •�6'T N Pl lti* CjMON? 1. tructura x i s n o-w'W'xS1M A-3b. Z'y N i1�1( Gplr-V U4MV0 GOUQ-TF - "L40 / � G' FL,6 rHINbt "� �j/,�" .a I'-v f 2, Structural Woes &hall Conform to ASTM AhU0 car ASO.. O N 1 t I '�1 - L.a.F M�,qT ria av LEVEL a W «&AAA p Tyl� ---{ pU►sirll� N/^VefeLA�1N�, JTy, iF�-MMIN41 Oval► lLuf'1a 2' (d')(Z (/'11('L+r�JI, 3, All fabrication, erection slid identification of strucwral steel sM11 conform Q v- G to � I (/th RBtR'17.� ----- - / �. JKAIN TAN s w A1Sc speciffuttons. L I$ I —I O U, QovF KKM ow .Q�s D I / a• L a 00.6E !r-LA6.1-i 11,4dt.s.r-I -.. _ . __ _ _... - -- _ _-_ -. - --- - ----- — s. i I /LA4HIN41 LO►L A11 welding small conform to AWS specifications. hal Lr� p1f 1?,t, \149. Wtidii b e i S. a. All rel dews shall be certconnected tee under AWS Specifications. � �Q ` f7�� ALJ ��.,� 3 _ � � II' � b'•7N � 6' 5. All irenx,ers atilt De connected Wien semif-finlstree machine bolts owlets (tarn CLI., J- �t ) "(C• OIo �NDINtjj r �r 6. Allon pcold term uemDert, material and fauricatiun, small unfnrm to U.%.C. __ • N�OPIL�NG I ! I l A w_ ^F_0i�ND -TIr� I StancLrd No. 10-g. �- PIL.Lbf1L I Y � - -- ��,.�.�-..r�.-�✓�••� ~— I �OR �' s yNEfABRICATED ROOF JOISTS I f • SCS NOTES ON AL XO. fmcila AcwwOdt� �*TtiTOfs'1 I Pt�W� �7Nr-ATHh i • ►--Gvi�t,J'�t` 'c a ltd' . A too melshall s 1 be manufactured oy Iof tiof 19 Corp. or approved. 21di9 P.-1, NI0.7 - ANL` ; PF4--5. JKAIht -� \ � ill. \ 12 SL01=C Ct.�x-+tiµ B�'ts�GlsNyTofK �� i 1. All Joists snail :unformr W all provisions u1 enc 1vtl5 Uniform Builarny Lode. r•T Nlil�.Qi� --- 1 r - .I ,� 3. Joists shall not exceed a live lwd .kflc--tion (it L/36U or tme ?irking stresses �•1 GAI•jT �I (it as siown to the U.%,C. standards for apprupriate materials under a total load s.� of 40 psi for roof structures. �� Plot�,��1'',yt��M ,1 I �-�\ 4. Julst mancJacturer shell furnisn conylete engineering stoup drawings With rag,stwred I�s♦'1 (�"• — V --� S";r G -- YX� `iR�UN� QP J� '� I 5. TJItoe%ion& engineer's sral. ►�a1 -' _ S )a RXF N� _ - a ,� 1JA1 I a, Kati urrr smell furnish all end and interrneuiete stiftenrrs. Blocking / r_ j - -- -� aI(�•y�N �iT1�WK L01`�, andlur strear t,enels, and metal bridgiog A%segt,lies as required to provide a 0 3 PLY ;6.L)• ROO/I L fv�Jlln �7pN'� � \\ I complete ruuf structural system. \ 6. Uouble all joists under mechanical units unless otherwise shown. •-$Lt7�. ( \ -\ (AUE LAMINAIIU MLHBH1' \� 1 -ZTue am--T-inat� rt Shall Ue Douglas fir, canrurming to u,,. Standard PS �^ �� M ,N it I I 6b apo Uin,C y rt' ids 25-E0 and 2. L - �� 1 `AK iA PE� W �� I- I C.ul gluUoa 24 -v'. tb • 2•tol ysl. E • I.B a loo i•sl Ifinisi rat appearance. plans }rJ N '1 h �''\ 2. All our lannna4d irembrrs shall oe nntcncd, soaped arW tinlstred as Per plans ' rt - I�N �I'�Oe Z -I-O —_ v. FI �' and sVecitlutions and shall be ry to AITCfted richrs"tiOn 1 glues. 1. • I -t'� , I T1�Y•nT�D* \ �'��2�'Jd NA, 7 4. Carmberubeamsn of mas indicintiers ated onthedrawingsC Speciflcetfon No. JUS-b5. O,G. WOOD FRAMING •{ • OR• rlEr'7�( STiJGS, Gr'G) I T-�TT iyht treeiing stall Uv Duuylas tlr no. 2 ant Letter or stud grad?. All �`�P'IL�iH•L}�Ji„t N VIjite"100 G 1�, r �_ I plates, ledgers, and mailers in contact With Lbncreu to he pressure treated. )IAV (71 H�8. L'•NIT 11jUf*L�� _ _ I L 940ic, IjHT FS I%w I - 2. Nailing per Table 16U of U.B.C. BS, Iraming enUiors, joist nanyers• etc. W Ue• - YJf,i SDLJQ Ibl•G�1G1N6r \ \ Simpson or approved equal. Bolt meads and nuts bearing un rund w be provided r 1r' cox t _ _ S.M. �.Lalyur>� GONVUL VU1 1rT,20 401"L& VWAJii LL M GN• YGM• GONIJCGTt71C f0 RIt,1117 4- IG a 1.JA L5 srM, with a raster. Ihu W. �%'IWb T11• I -- a ��' 7 J. Plywood f sheathing to car standard grade with exterior glue. Vv L GfJl1PLlN �I�LIC PIP , ��''"�'2•Ktr PT. R•AT� �y 1' •� I roof sheathing - �/+• index 32/lb �/ I coo-jf�. IV.1 oltS Q 4� r7C ,� i wall sheathing 1/2• inde.% Y4I0 i T HIN/• j0lW; :P P0UN.1 '`�•ktL/ P.T.-4x4 4 SMIM----... •_1 Bloc" sol roll sheathing Witt' metal or Wood stud blocking at edges. LI W TI41HT ORAL ) 'Ilp _ -_. _ , fastenings as indicted be laid drarinys. ' _._ __.__-�,�-_��—__��__-__ is laid with end joints staggered. Nailing or serer the —� - - L W SLt7 n , � f'LAtiHI � •. • ' SrIMfmS,p►� Alb' ri►, �I�f✓ ------`' 1 �tcA 1�1l� ... 1 V1ywo00 sleuth till �y H I A VIfO 4L 4 r• - TO R IGC 1 M GO U P l,I N -+i. _ _ r �� r t7UTGHHA0 W/4,EAL.AWT(Tvr �t� eut�it• � _---�: . sri�AFz w�aLl � N6 : �,olu 5LF1^ �ET�iL IF - — ' N —- dANT y(K I P • I G,Yf1 Al e,c I S.T l w6r D!1-K I a S 1 w r"w A Z4 •(2 AL'r-• 10MA MCS 0 ` i U� Ci x (� -_-- f3 n4� _-----f>t_ N G LG PG•r' ;0 1=1CAM I_ Ati,D �u u s a W/ ,b Tr+1Gv_CoLT 2. vuK4• Z 4 P.T. tP 11. RA�FI!J -? 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(1KA ✓1r1 1 L ,ov. - 6111 -15 *_U-L.At-'1 1�Y1 I --SHt�P WBL.V ALL GORN�y► ` 1' X � 9L'iI1L�W '.>R�vlh• m1.1•�'wC �.. --- d ,e - = ` *HIM WALL GORNEJZ + i r ` vL'' -- --- -Vie- an. 41-M. cor I N� N /41'47A N P6 , I b" ,< h►Lr ' 'T/ 'I¢ Drawn By Checked By t - -- - - - -- , 1 / / s �- - - d +CULT �� 2+ 0.C_ N b MOL.F_ O E�� I.A�iHiIJ(� @ EQUiP. G UX� - I-,�,M @ Io o,G. ��rAx. rJI,IL � t—� -- �,�t L 'S,<3K 12 eTA. S,M, 1��_I� '-o �+. Li'lSTUD ------.----- PLM I IJG♦Ce C oleWWX � � 'N _ I�IbGCZM JOI -PAGE NAII`TO j ;' r r Job No. bets 1 1 t}al•Y Kl7DPIN bi Itt�7{' TOP GUK� \ (1) PL`f qr.�. Rt'>nFtat rOr T L° JCS{ Y 4-1 dl FIRS K1yTED max,, Lrrr1C AW covcK 1 -- _ - ---..-._-� _ * A. PAN�� f ro-54 1-2087 SEi.o-,APP 1Jc Wap m M�tAI_ sr-IcCL,LS o2 APPROV�F� MITE12 _ --- o,o G� rpHoP 60awt *. ` 01. 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N 4�,� ti L� 13 $ FDR I� J '� A 'fb►�tr - /'' N.T,s. BG-s4 1-20-87 ' a''o.c. ,alb 15►RS I °T 1 - I ti � Allis rivit �4Q tE ($ 6 �Iz N o Fri INTV 46AVP I Al.1• tvil!"10J , e I �� I 5f.� 21/a FSR PI.A11� - I - A L �fJT�7 21�� TtiP 1 / q�' I}ar i►�to F"f�. 1 shat L • 1M L N�O II `_ , •1• $'Tn��rJIZAL �I?,4Mlj =O ,b� Oboy I GOL. SIM I ly t� • I I --•�- '-= yLA►3 � iG I'LAh f D>?TAILS Nit 0 sheet No. II 1I n NoT'C: Sl�� '�oo•rI scHl�Aul.le I H.T.s. -i0- G 1Q cN sH a S,Iz�'. aND ItRINM'hRGr•let•, �'' �'' I+ u q 11 N I,. - 1 d 11 �5 - 1' o1'I1 aq S'HPPuL-C s-4r_0•- 2. Z 14 10 -- I'� pso14k IaavrlLur SIZE ANo 1.ItIN"cIrer, nr-lc� t, g I►� l� I�) i%GVT) FOD I del I II 11. 11 I (�1 �� .,•..... ,.. - B of b •.. :.I ., .; i: .: .' r1�•I •••ri,.... .ev,,,. }_ r ,/. j.�}�::.i�ky....._..._r..t +.... ". yyy•s i .ve* MI ' 111 6 11 1111111 1111111111111 1 1111111 Illlr 11111111 1111111 1111111 VIII 11111111 VIII i 1111111 III I I III�III VIII 1 1 1 1 11111 11�1�111�1IJ I 11111111 III 111 1111111 111 I I �'` .._; -._._,.. .. _ DNOTERAW IF THIS MICROFILMED 11 DRAWING IS LESS CLEAR THAN - - - THIS NOTICE, IT IS DUE TO THE QUAL ItYOF THE ORIGINAL g BL 11,1"I LLL 4L '. Z Z jE L tj ( ji11h11111111111111111111111111 il11111111111111►I 111111111111111111111i�111111111111L ' 1111111111111 IIII W11111 Imllll11111111111111111111(IIIh1111111111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIII DRAWING. 26 1990 JUNE µ J �7 FINISH SCHEDULEA B B R E IAT10NS L - - - - -- --- k I I.falx -treLL� cr u.lyas rt•''�..L1"E� t_t_)NG�KC.�r 'I 2 �1'-c�",�`' .r 11 1. CONCRETE (WHANUENEN, STLLI- TROWELED, STAMDANU) , c aAt ngle LAB Laboratory T IZG�CJF HATGI-1 A. tlkoclM FINISH r_7 17 BASE 17 CLQ FL IG BASE SA CL4' iu G FL BASE �-4 II 6 And ILAv tL:maieti , B. FLUAT FiIN SN /W NT AM WMT AFF MNT AfI FM NT A/ COM"14TA AS Anchor Bolt B Lr; Solt l� C. EXISTING FLUOR NT AFF W T AI FW NT A/ W T A// COMMiNTe /W NT AF/ WNT A/ POINT AV+004T T All COMYIMT• A/C Air Conditioning L.T. wndscape Island �(L ACP Acoustic Coiling Panel A/ ra t- c� ,•!•�� 9 LIR Locker !,,/ ` - --t d A o rJ 12 •Q _� r. t°I T N, rJ WO{ t�i R� AD Acousticree cal LLL Live S Landscaping -VIL 2. CERAMIC PILE 'IV✓ r .41 .�z�.e..� '" �. ADD Addendum LT Light RESILIENT YLWN1l:G IC-UMYO: 1TlUN TILE, STANDARD) II ' I I' ' f•�Is 16 v A. SHE(T VINYLRUtlBCR THEAU AMU NOSING s __ `- - ADJ Adjacent LVR Louver 5, 2 f�..� ADjT.F. Ad) ovetatlt a. CAkPE1'ISPeI'lAL YLUURIN(+ .N. LC.) A.P.P. Above FinisL Floor Ix _ - +_ - - .irIS7 N� rl{�U-J►M DBAMS 5o�+a bG roluvoP W _ - t .tandara tl -- - - ----- -- - AGG Aygreyate um RYSII.IENT BA:,L t6' RUBBER HASL, STANUAKU( .r ( - ---- _ --_-`-_-- - % L um ALS Arra 4igh S Q A. /' RUBBER BASE w II - Z ANOD Anodize MAT' Material e `'•4; 41.5„ - I H1�, loTE�D� WAL�.rS,TY�', - r - - LLL_ B. 6' 6HEET VINYL CUVt: BASEI -- -- - -. -- - a �7 Qr1„� --•tP I �� TYImE !f. CT'00.15P, eA SIp� C. RUBBER STAIN STkIlKiElk BASE APPRO Approximate MAX Maxim V D. IERAMIC TILL BASE ry r ACTH Automatic ArchitecturalKB Tllt MC Mineral Bolt �a AUTO Autoratic MC Mineral Core f_L 21 t0 17 u%CA* tS 'AT ��iy ^tt� } g MDO Medium Densi,, '::etlay 5'3 B. uUARRY TILE BABE P. EPDXY BASE � '+ r a MECN Mechanical Z �' �iC� `_ R ' � ✓T�. �P,�r I..l-(- +•�OIJ Sr I I MLD Medium 6, CONCRETE WALL �--- 1f-- - ---_- -.- - MEMB Membrane j 1 FL 7! BASE CLQ 12 7 FL 1G 3 BASE 5� `y C1.4 I FL I� 17 BABE 7 CLD .i �� MErz Nes:;nine 7. ALUMINUM STOREFRONT AND GLAZING SYSTEM BC Bottom of Curt MFR Manufacture[ O WALL 'M. BX1511N(i ALUMINUM WINDOWS WALLFW NT AFf WNole T A/ WNT A/ W T A1I COiMGEMT• FW N7 AF/ 1N NT A►/FIN NT AI W T APO GOIMIENT• FW NT AfI MNT AFI M T AFF fM NT A• COAMWN7I BU Board MN Maneabl B.F.F. below Finished floor MI Maleable Itdn Q 8J ^010 IC BLUE Building MIN Mirror . + VENEER PLASTER SYSTEM („f, -Ip✓ i, DIS _ '� c I� -- Lr-�J Ib PJ-�I HLF. Bituminous HISMIN Minimum / A. KAC%I NG BOARD W/N BER. Block M1SC Miscellaneous [ II LANf�1N<7 FICAMIAj'T` B. 1'i• GYPSUN BOARD �, 2 KOOF _ W BL%c Blocking Mid Mounte Opening \UVJ 4./•IQ`L�'"r II- C7•G.afJdl (-W C• 5/8" GYPSUM BOARD MIN B.M. Bench Mark MTU Mounted Z fg !S, eP STA'R tLUNS• D. 5/6' GYPSUM BOARD - TYPE 'X' P.A. s• hI �j Tf7AQJ ToROG BM Beam MTL Metal ITO �I \ �}' rL,YWl7. 5Nt'A'ra'-Il-0 ��/ E. 1/2' GYPSUM SOFF:T BOARD 51 _ - - N AN VZ" iJt-4PMKLA oMCJ%IT. tr IV&` dr#,.%V"ak;AA (•.,I, 8B E 9 _ - t'1�� % 9. YLYNUUD 11/2' :NTBRIUR, 6TANDAHU? Tt-..--' eoeF � BOT Bottom MULL mullion BRG Bearing N.S. Both Sides y 3-6 7 `, 1 3-G' sJ --- - - HK tWT cLV A5� A. '1/6' INTERIOR - BSMT Basement _ 1,'2' EXTBNIPR I BSM Building Service end Maintenance - m. lJ a \ 12.Kq � O G I��Yy11 `. 5/S' E%TBRIOk O N NWI ry ---- B7WN Between ct'YI•, (SD 5i 8' M,U.U. BUN 11 Up Root N North 10. ACOU6T1('AL 1'1Le CEILING, EXYUSEU SUSPENb)UH NA Not Applicably NAT Natural k, �.1 \ VrAlklR FRA►' Ie-. NCR Nutrition Celitet �.�- N \ IIG 19.2it14'a ONS Hpsct4 HU '► t 11. ezYpsED S'rkucl�IRe 3 --��•;A�-� ' r-��/IG� � C_. --------- --_------ Ntc Not in Contract t- \ �T I FANlrT�2S AT TGA b12GI,L 5or Channel No. or 1 Numhrr TCl \ ✓...,r - 'I ` 12. E%1STNG NA1'ENlA1,S a e•bl' Tf�'�'µT FL IG rA$E �7 �Q 7 �L N5 Nelscn Stud U e� I NOM Normal L FL 7 BASE 12 Cha - Z BASE 5A Cid IU cite [;Binet Ia1t 1, f'1. 13. (NUMBER NUT USLU l CB Catch Basin NTS Nut to Scale Q � �t0 II /W NT A// NT A/ IN T A/ IRI T AFF COMMENTS /W NT A// WNT A/ W T A/ W T A// COMMENTS fW NT AN W T AfF M T APPIPM NT COMIt>IMTN CEM Cement W 41 CI Cast Iron T7 Y a N, CLB Campus Light Base 7 d k?Ii + IG - -- CLG Ceiling N, w. O O" IGA ID o' rte E, GWool. Tp E I IlG �I-IV 59 CY CLOS Closet Q ----------------- - (� 6S yrrRutT Ib F __---- 2 L - - -- CLP Clear 011 Overall O N Ci Contir tV on n kit -� �' 12 322E - - -- - CMU ContreteloasonrytUnit OC pneCente[Sales W OQ/ fD a GG�� //- T,1 p /� -��j ) •1NSSRtti g G '� rJ C.JT Control Joint / I ✓)�C� I�N AT `� I /^II� ✓�I^`� (-/ ]6. STAIN w' - - -- - 01) Obscure --r --_- 'tt iNfIU. IkIRL'rJi 7G 10.0 lQ•O � COL Column pp Outside Diameter (Dim.) �+N I _O 15. SEALER N S COMP Composition O.F.C.I. Owner Furnished, Contractor 16 TINT (ENAMEL, LOW SHEEN, STANDARD) �• Z CONC Concrete Installed ---- ------------- - - -- ---- C.O. Concrete Opening OFF. Office 'rR�GD-58E W 4 y - - - --- - __ ----- -� - --. -. CONST Cons ruction n ON Over ningad ENAMEL, SEMI-GLOSS 1NUUSTRIAL WHITE GJ'SOIR PLAW FOR• } t-- C. EPDXY IG- tJ �� //.fir 'ft CON'C Continuous Opp posits l�L��•�I 'p4• Rti M! (+ CONTH Contractor OP{. Ot�IOA(AL 17, NONE rN0 FINISHES RYQUiRED) CORN Corridor OS Outside i IB. TAPED AND SANDED ONLY "IA�Lr••. C6 Countersunk rel--1�l�. -S�t�S 5 CS.J Construction ,)dint - 19. (NUMBER NOT USeUI c x f �'•w •"� t CSMT Caseeent FL Ic 17 BASE �A CLD 8v IG 6 FI.Ft 1 17 BASE CLG I I PA - - - - ----- G E CT,, Center Tilr PAR Parallel SPEL'.ieLT11:S FW NT AK FM NT AFF MMT AFF IM NT AI COSM1[MT• � FM NT AFf WMT A/ FN NT AF IW T AFI CORMIENTI CJ Center Line PC Precast tronics -- '-- - L - - PEC Photo EI n Place 20. STEEL PIPE HANDRAIL �, LD ©�-O fG g.•Gi'( ` y PIP Poured 1n Piece tJ. �' a'-t t 4 IG TO w Q_�_ PJ Panel Joint 2l. W.OD HANDRAIL AND/OR WOOD HALF-MALL CAP AS DETAILED O+, * 12. ROOIe IL NT'A`r'r O PL o[ 2 Property Line RfIpR DBL Double P. LAM Plastic Laminate u - wfi'LaR Y P H. 7 Ei(I r.lrr C� P�- I DENO Demolish PLAS Plaster I�4 wt7.T¢�cp W1031,V" 2APIL17 %0�.:QrM 22. METAL SNIPS ADDER UN VERTICAL NET AL LADDER CJ [r� lu O' W� 'U'O" --- DEPT Department PLYND Plywood I vazlF`( /x I�Iet�*-rV E - I' FL I'r 1� BASE CLQ IZ 4A '" TE A DF.T Detail PA Pair / w DF Drinking Fountain PREFIN Prrtlnieeed / MOIJUKoGT►�2i1t tlGITE�_ DIA Diameter PR% Pointacy /W MT A// PINNY A►//W NT AI W T AFI COMMENTS DIAG Diagonal PT Point L- 1. ROOM ELEVATIONS ARE TAKEN 69JUENTIALLY CLOCKWISE _ DIM Dimension P.T. Ptesew a Treated BEGINNING WITH TMC NORTHW1rST CORNER OF THE RWM. i2 k/ ?� DISP Dispenser PTD Paper Towel Dispenser DL Dead Load Dinpenaer s Receptacle e -- D.JT Deflection Joint PTUR Combinat.on Pape[ Towel / I I Ro�P to aaof E. / �-QaIZ Hr¢Il.I6tElt�j I II W * i - DDN Down PTR MT Demountable PTR Partition DP Door Opening PVMT Polyvinyl Chloride-- 7 ✓JUI'/EIJ DO Door Opening PVC Polyvinyl Chloclde - --- ---" ----_ - --- - Fth4l-4`/ MCAS OGCCa. "2) III FL IG 3A BASE 55 C1.0 Z 16A NOWN!<K. �J ?• DR Door Pr.YA[J. PurNr o} tangency H 1 11 r�T. i,•JA;�L = r.�,S-1 s•rS-••�„I E t7 --- -__ - -------- �= G14 M rte, STUDS FW NT Aft MNT AIF M T AFI FM NT APOCOIM ENT& DS Downspout I - -�- DSP Dry 6tandplpe 5 lD-d' 'I DT Drain Tile __.---- ---------------------_. __. RIG Drawing 1 - N. 2 t,'-p l {(�A�•C�" 15 Diameter or Round QT Quarry Tile 1 1 z •1 14 . . E * -rENAMr - ---- ---- iL 2 BASE Ir �', F. East R Riser 2 WOOD �I� ��•rAIL 1 -- _ C�h1C.. :SUlwlwnRT wALL "'O FOS>T rJ<TS -- --^- - �/ 0vF - -- ►W NT AIF MI MT AF IN T M IN T AFI ilOSMMNT• EA Each R Radius V l/ ��I�.� / V2 �,p.•IG, ANGri-46 T� L. Exch eece kA Return Air t/ �"� -- II/�11 ¢ Ir-4911 -- - - -- .4D.,,�, Y�AbCTE� IJ, `DC7 ISY!r ------ -- E.AGG Exposer A99rr..rte RAT Records and Tapes /� �A i,1 EJ Expansion joint RB Rubber Base ICsIMSIM. STEM hd4LL EL Eievstidr, RD Roo! Drain :r 3 ELEC Electrical RSF Reference ELEV Elevator RErL Reflected R I 12�M E.O.S. Edge of Slab REFR Refrigerator y1 It ENGR Engineer REbll. Resilient - r{�Vl'�1J t/11L� �il�)?tj iii _ _ _ _ SNCL Enclosure REINF Reinforced W, .t/ r/ +✓ EP Electrical Panel Rrr h Nequi Required[ Revision -- --- E0 Equipment RM Room PL 1C. 3A BASE 54 CLG 12 ZA BYowNK2 FL IG 17 SASE 5 CLQ Ep Equal R 0. Rough Opening .'' •y - ES Each Side g I RAL - 2�U FW NT AM M T AFF T AFI/M NT CORMMMN /W NT AIF WMT AI W T A/ WHY Af/ COt1M1�NT� - �w v0p y4 � JL _- - _ - EW Each May RWL Hain Water Leader SJ N L� / 2 b-v' I6 " �I, 7 '-'�+ 6n IV 'o G -o�F Die Electric Vista[ Cooler ..nn �Rlacays - Q r y FU( X17 hIALL SLJP�2`r - - Bo "' v EXP ST Expat`ia°on S?1rJICr t EXT Exterior rr 1tNR t ' - --- - J• I '1 ---------- S South SBR Snack Bar SY'.5r•�M OrJ 2KG K3T >f•J�rEtz £---- ---- 1J) �,� Ate, K-� IExr 2 �� w ev y ,� I ICN I ' FL Ic, sti BASE 51S FA Fire Alarm SCRED seat cover Schedulers '_IDS Ir.• UG a3 PAST Fastener SD D Soap Dispenser �naer q11 i W 1L ' 6ou AI�IGHOR G1�I�L• I I - I IG ,�� K Z'r-�J L I K O.8 A 2, E FM NT AIF W T AIF M T A/I Fal NT OOMR'IrMfN (� 1 SEC v l6t.GLIC 6} • 'KV D Tia 9T UQ i b4.aGK I N F MID•NT, - ___ -.- ..-__ _. I`V G PBO Furnished by Others SGDT Soft-Gloss � t - ---- - _�. _.�_.__- _ 16. 8-0d 111 �--� FD Floor Drain SGE Semi-Gloss Enamel �C- PDN Foundation SH Shelf - rE Fire Extinguisher SHO Shoes t N •�H 1,J/ ( ,. �rclsTr coµc., ,.AI<� s • t _ - �T� I PEC fire Extinguisher Cab. SlITC; Sheathing 4 4t PF Finish Floor S"WF Shower FIN Pine Hose Cabinet Sim Sheet �A7 001 CSM, ,I/ SII x Z•V a.C, FIN Finish SIM Similar PL Floor BL Sliding ^ FLAtH Fleshing SM Sheet Metal i - - II�LINc Fft=D FIOL�S I�l� SFFrN �� •�REp J R PLUG Flouceecent SID Sanitary Napk,n Dispenser PM Fred Meye: SNR Sanitary Napkin Receptacle r FO face of SPEC Specification 1 - FOC Pace of Concrete Sp .ir❑ Square (� �,r N Z POD Food SS StXinless Steel - ,� �jnk "rO�P Ge 1 c�l✓FI L- I� I,�IOt"t�IJ POM Face of Masonry S iRV Stain Varnish v VV �rn _ FLR to BASE 17 CLD ^- FLR IL BASE 5A CLQ ICS FL sA BASE 55 CLG BD ecl"011 POs Face of Tubes STA Stenon POTS Face of Tube Section STD Standard Q !�I �- FAT Pic* Retardant Treated STR Stock -•U -- r��r� • j AL pT FW NT AFF PIM NT AFF NT AFF FM HT AF COMMINT� FW MT Apr WMT AFF fW MT A/ fW T AFF COMMENTO WA L /W MT AI/ MINT A/ FW MT AI W T IiFF OOIIRMNT• PT root of Feet sT1 Storage tor � n J U I ��Jr��2,�� t,. vVA�� 5 FUrQ'F-�i AL-L SJ IO�O©t1 I N, C� , Ot cel-y - N LZ _-- ---- fTG footing STOP Sus end ((11 �l/ ,( �' I/ 'I ��Al- I u -U" ,� �I�i, PURP Purring STRUSUSPCT Structural /I UN �l ` N �. SYM Symmetrical 1 x ( E fS SYBr System GA J SES a 1.1[71'1:5, 4%0V`r- AW:1 ON GB G[abeBar SIMILI► _ GALV Galvanized GC S I - GI Galvanited Iron TR Towel Bar Revision* GL Gleeaal Contract T a B TopT. andBottom W, - GL Glu Lam TIC P r �OlagT ✓ _ __ To of Curb 2' 7 Imo,' P1<'�'•IlT ��il,F I f �s?UD MA,Vr'e,, G0l4C I,VAL. GMU General Merchandize TEL Telephone 2 2!•D;' F'n•IAI, ISSUE. �AL� ( GND Ground TCMP Tempered fro I A'•r T i G Tongue and Groove Gpl.lt, a1Gtt_1=Ent /Eti' GR Grade GP Galvanized Pipe Thi k -" FLR * BASE CLO f5D 1,A tas< ;rJ�.NT GVP Gypsum Veneer Plaster TJ TodioJoinvement 2L irI �`31,C IIJGLUI7E 6L^4-K- F.1 all•F' ',�� 1 OFF lc._ f� NTti TS Toiletube Pepin Dispenser A /i,ItLif�IGA'1'IDI�S '6 FM HT AFF FN MT AIF MT AFF fN HT Af COMMENTS CHANGE OtLCL�KS I I• _ 2'�'L" MTI. r1AIJGlIf'R5 ��-- S - n TVP Telrvlion (� FLA ;r_ * BASE * CLQ ,<*•_ , T to FLA 12 BASE A CLQ o p D-a e?'. n - _-- _--- ---- _-----�__-_ TW Top of Nall I/e>" � I`' fsL�: O^ft -�, � - - TY TypicalQ'-I eE- issoe ••-�*--. - FM MT AFF II NT AFFFIN MT AprFIN T AFF COMMCNT/ FN HT AFF WMT AF fN NT AF FIN T AFF COMMENTS HP Hose B eta Beauty Aide II/21 Ec�IS -rptif-I 9 O"O" (,A U O _ r HB Hole Bibb - ---------- - - - i j " �_;/�" LA 1'_ -l' N He Hollow Core HC Handicapped Parking Stall V--- t� MLstD Hardwood -A_ HI1(R Hardware UNFIN Unfinished - _- I NIC Home Improve- nt Cents[ UR Urine] d c`�•O U/CI)T Under Cut HM Hollow Mete] �1 r� , 1� HP H our Horizonl;l ��FFI I �ri V-r 1 7 U ��.� G JI- �� r _7117 y_ a ✓ NT Height _r ..jai_;_ �, - - ---- O n __-- 5. -� •- � HVAC Hs;ting/Ventiletiny/ Y_ ----•Ser ^r-�-- --- - ---- 2,1_ -O" ZIP C,, w y Air Conditioning VERT Vertical 7 C� VB Vapor Bet VEST Vestibule /Z''G`fF'• BD• -'IE7AL EDCaE . _ _ __ _ VFY Verify Z GYp bU 11) Insulationnsideis eter ( )im.) VG Vertical Gain tAINT PANT \ 2- `. ° �RM r 1 FLR 12 BASE :� CLQ SLR BASE h CLQ 160 doA In Insula Diameter BASE *I UG '�^�f'`NT , J/ I ` FIR INT Invertor ! f<O Fr2L>MIN 1 FM MT AFf FIIHT AFF MT AFf FN NT AF COMMENTS L INV Invert tl--- - - ((,�, MINT AFF FII MT AFF FSI NT AFF FN MT AF COMMENTS •N MT AF FIN T AFF COMMENTS ��" /d:' f'LoAT GtL, 1 , - -1 i ® 3 Z Ilc/� l �j FM NT Aft NNT w IP Iron Pipe Site W/ with iN N N FRAM = Z 12 acs- T� J �' = ° NoA d' U° - u w west Drawn By Checked BY water loset _ --- oAINT �, � E D j d.w l I J - - W.D. WindowDimension !� 5Txuc E Job No. Det WD Wdde a _ I 4 --..-- -- o , JAN Janitor wF wide Flange N WG Nireglass Quo RAIL+ 1 �CS�v��TLr c.e'tJ�� . y .✓ J. yJ. JLY Jewelry 8i '3a LCOD7 U , JT' Joint WH Nater Heater frFAar `l ' 3"� - I� / r/ �+/ JST Joist W/o Window Sheet Tltte WP ATL, J a tv I Q - _ W/O Without S!i►4^R %_ ` _ ______-- NSCT Wainscot d[inq NS Naterstopj'rfic;� 5�/ Q1.,1 --- rt M,PRAMS f� _.._ _ _ 6----- ------- - --- NT Weight ir -ISN SG1 I P`.D�J LE •NI �.' , 11 IT Rltchen Wwr Welded Wire Fabric cl ----- - 2�45Tt)P5 (dC "0,e-, 4 �vM'c I XE)RD Rola Dried *_� - ___-•�[.- � RDF. !dndltorel FLR I �}. BASE CLQ (aq 'I` _T Sheer NWALL d-- -- tJOfZTh} l,'�Wr �0U TH FII MT AFF MHT AF FM NT AI FN T AFF C')1AMENTS I t6 S' 0 ILA S-t;'I E S _ rJT�(�lo(L cLF�/A DNS f"IANACI�f`'S oFF1cC Il I HEP%P r l^1r�L.Lr I W y 9 of 10 �! III III III III III III III I i III III III 1 I III III III III III III III I I III III III I I III ill III I irM I �I III llfNOTE: IF THIS MICROFILMED 1 � - -=1-- - l -- DRAWIN3 IS LESS CLEAR THAN THIS NOTICE. IT 1S DUE TO - -- --_ DTHE RAWIINj1,ALITY OF THE ORIGINAL 7��, T111111111I7 Arill �T tt�1II IIIIlIIIII�IIII (lllllllll, illlll Illllllu III Illi I 11 llllllll!Illlllllllllllllllllll lllllllll lllllllulllllllllllllllflllllllll ll�ll Illi ILII lllllllll Illirlll ATE , x. 990 J U 26 I ,r..,�+res-,,.,M...,,._.._.».w...,..w...,..,�..�..mwvn.,_...Te;xRv.-avar�6mu3�taa�+'a a::s:.•�r7tf.,numnt;L,.,...,wc�.oait,.�:uWR•..aY...,...,.csrintrAierlrrrM�°Y . .. .. --� f _ ..,.• r� ., •-.-.. _ . .. - ._ 6 �� l SrA 2 1=Nlst+,=s esY or►.teae -Cly. ,c.) - - � ✓ele RY � ' ' _ I I i I Nf.N 94poF ACCti -- — - - `9 ' - ' i STIer file 5118P, A.GT -- I --- I - B►1 r1 o4 STUD ,SAL{,112.04P, owl 7-7 - - - - - �-- �t L K '✓Z F�.T.-+t!�.f--� 04P. ScJC.If�..i S / RAIL- / •-- - - ---- dr`I' 4P, • 1J - � i9 SONo�.ra,Tr � ��uL, SY oWI�.IS•COr�nI+N� W a -W-4 FL.ar r.l•O.rL.f._I� C ?� a,c, �/ir- Q t h _— _ _ } fP NDfA A• ---I'ILrS /►Np J ..r1DF�Sil7� of s�rA e]- �-�r G)h. ZNo r�E �:�. T, VG EacIST _— N _I —1 /1 Low -ST 4 uj 14Ao4l •�D. GGut.l6i sT1[LJc�f. _ �l, - --^-- — ---, r- -- I O -- -_ - - - l;�l 2K 4 STL -II' �$l15 A•G, I' I -1•II V �7U5I'". AZ,'r, I-11/ I ':�1� A 4.T. I I l-G 7"+ STuP WALL W ve,TYf',x - I 6f-r. SOA l�f> �A 51 VM FAV I a --�- 1 �- ----+---- --- —�-- --� -- 'VVV/♦♦♦` - ' f�aF. 1'-la' 'rL`NAF.i' T'-I tom WT U W 3 STAR f� T�I L + �c cEI��NG '►I FT05 cc -t+"P!_ •--� T - - 1• J --- - 'obi• �xG�✓• I - ---- --- I �� >*� I Ito ZXd IU'o,v. 5 It'iJ HO I LS fo f fir. G-rP, bVA P.v 9of�F l r — / rIT. w / FUR�IN.� an -� /Z' A P F --- C -II'/ ' PP I N �� / ��ry�o w r+F.A+D CPA INTI �--_ � � iA4G I� ^ V/�- _ I (PAIN T; I 11' 2�' APf6 LPIAIIJT) Z tTj 4i coCY QXd�o�te Ito"o.�i, 5 SEGTIO-I a-T' �xIST'ING� 1=0` 2 Z 2 12EFLEGT�D GEI� INCa PLAr\1 - - 58cvNp F��rz W �, NORTH 1 _ -- lk -- _ 2xlo cEla..lt�oj �oiSTs GJ I I LUf`P_D ` �gQ) •�w'�ov1J/o�1e2�4,� -n-E�C' '� cT 1eI�P 1N � -— st�rv�, ow*eel-I i r � / Y• �- ` DINT/1( . �j�( L, c_ 0 �- 1 j G �T2UGTLI-rot JL I-��A NT 4o4r I �L •P ,� I Q L -z i i � '• O � 11� IJ 3 cj 4A ��, I -7IIp r W�Tc s 4 G w Revisions 4YI! ��o►Fv Tc I • -\. �EIJ 9rEET FOOL {' /^ \ GIMP, 6cA'-D 9oFFITS�_ _ �� 'UND�;RtI� o� Jol9T5 I 4tilw �,H EsISSU� 1 w� �- a, �1'iv a F.F. PAINT 1 I t=— — 11 PAIhIT `�'_o / \ 'SF�P�C UN17EIt 5tI► Ill J CaA Q I plw 5�-UGToice Al�.i6 G Af"P \ \ / N' b'` SUSP• ACT IToCtr� -d a AFP \ , - 'm'- E�oAi7 INS MA -G S�QFFT \ \ X uNcFst 6aFSTAne'S) -- .�r� — _ -- Fu � .�, A F \ F _ �s . (vim►�N r F. � �� ••� \` � .? --- - - - - LJ 5 F �I S.G�O r-0!r'1el�L :, •� J \ / — - - - -- _— Drawn By Ch., �/ % I ed By ' '•\ \ \ J At3o/E - - -- - --- .X ---- - -._ Joh No. Date Vdk /� go 15'r Sheat Title • �i, '• -- ,- � -,- . �- I I - .. aY�, i�;w.SoaF�T '�f• - - I . � ..� ---- .0 Hr W • wlnlDo,1J H�AO. T) , L' \ -4 • _ — — -- — _ _ �_' • � p�''�GIA amt --- --- —` - Sheet Ne �EMOJ� Il�tit14TIN4 YP• boAf:P 5orl�IT M<Vcs!ep �rnUon,,KE I`j'-& a� AWNiQC1 -I°A"� q -a" A M.F (PANT _ C�af 1T ADdITbN �s'>,t19T'G bI.DG USE U,S.dr,�►va13 tort ►- (o Ty*PI�+L.. Imo\ I��FLfC,•T�J GEIL,;NG PLAI.I - - �,v.,IIJ �LooR E w -- - NORTH of I o r • III III III III III III Ili � I Ill III Ill f � III III Illllll III III III III Ill !il Ill I I III III III t I III III III I 1 I I 111`1 I I I 1111 I,JII I Ill III Illlll III III IIi I I ' •• •" E � I • NOTF: IF THIS MICROFILMED I 1 I --I `��__ -- A-11 1 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE To _ THE QUALITY OF THE ORIGINAL T�L� j�z ��l� �'- 7 ORAMING, IIII iul!„il 11i.1111"All 111111{IIIIIIIII111 IIIIIIIIIIIII�IIII Illlll lllill! IIIIIIIII lilllllli IIIIIIIII 1111111 I� ”+;J,ll II11111II IlI1111 11 111L`11111111m111111 ,11111 lt 1111►III I1HIIIII Illllllll,lilllllll Illllllil IIIIIIIIIIIIIIIII!I IllllgIT;I, Tr llililll�llil y JUNE 26 1990 � • . . w..aiw+.rv .. +.y+w.rev..w_+...wr.rw.ia.+r.+,vn+lr.. - -.+..w..r.•.. ',71m1:A!atAAC:'6:7�i•�"M..WIllML7fa��alr<.'i35AI•i'C • , ' � , •wr ��•,•,.,,„: .,. ,,,>4T„�laa�tlsarr. .:,,, » ' �' j _� yv G R A P H I C S LE GEND ^ GENERAL INFORMATION T'IPEOF FACILITY: �T4 u- , �ult� c�N L OFFI:C t;ODES: Inc ST LIGj BUI .DING CODE(%, V G• --&r ,0"!OOr-4 AMm040iME1YrS ZOP ING ORDINAN;E GI'T- of T16r60ILD hJ N GW TRte.CS LAND USE ZONE. _C: 1-16,'?i'►.I' 97.4+ w r CONSTRUCTION YPEISI " ' ��q�OUND GC7VGR OCCUPANCY GRUUPISI 6'2 � r. !Lis(all over 10%) - I axISTI Nab ,"�14�- �'Q�IAQIf FIRE SPRINKLER FULLY NONE C� PARTIAL❑ % �, CC d PARKING: W �r i�v1 `J'+RJ PS 5 51.ANDARD REQUIRED .. STANDARD PROVIDED .... - 46 - 1 I COd _ COMPArT REQUIRED. COMPACT PROVIDED r,J W `' �' CrFZC7r11NQ� 5N?�L.+55- HANDICAPPED REQUIRED _- I _ HANDICAPPED PROVIDED.. I I ~- T �G + TOTAL REQUIRED .. - TOTAL PROVIDED 5-r W •x1Iii ^ 1 PARKING RATIO I•� SPACE51t000S0 FT GROSS FLOOR AREA U1 ❑ NOT APPLICABLE / AREA COMPUTATIONS: Z W BUILDING IE.usf�T T1µ6{ 4DO (N AREA(SO FTI % SITE 1 � STItJ� IJATUI�AL GROUND FLOOR(Prime Use).. ... 34.Es3 �/F1,rE;ASIGN Q TENANT(S) ....I......I..... 1,SS+ ,j,p�l � _ I I W TOTAL GROUND FLOOR(Enclosed) +3,45$ - 35457. I .+ OTHER FLOORS BASEMENT _ �- D Al « ,p MEZZANINE(5) .. 0) 2nd FLOOR........... . _ 5,IL7 Y N ADDITIONAL FLOOR(S)......... I \\ ) >c TOTAL BUILDING(Enclosed)............. z G ROOF AREA. _� Q► •...•....�._.. 4�.47G Q d u+IO �, (!� GAhGp9E vv W Y 6 to / LANDSCAPING (D PLANTING PLANTING AREA R.1.IZS Z.i i N / PEDESTRIAN AREA. I 3,b4G 1 TOTAL LANDSCAPE AREA 771 20.2.17. ' PAVING 30x0$9 _ 24.529. E W PARCEL ... ... .... (-_ ACRESI_ -_- TENANT PARCEL(S)......( ACRESI -- IJNDEVELOPEDAREA(S).( ACRES) L017 °I•�2°�0 MORTH / TOTAL SITE 22,57 1 -'2-2- 5'7 j i Vic: i \ til, -f. �i. - •�s, % ,� ��' �I s, ' `�1 , � 0 \ 41 , FUrul2� vt^tOF'1"fF-NT- S� -DEDIGATVNI^4*Y d± 9 b9• 52' IL '0C4..R5 - CO•& C.ulcb I, 61 —SND. NOWT - ' '•t �..INrs� - a a � J - -- -� Gln 5��p 70 / 3 r / \\\ --AG, 'iwl,cr i ( NE.J r460-. of WA-' I-IIJE —__ - �� I I CxIbTI IJGr U TI L=i•r`f i!7 rxl�rrl ry o Nt< - / 0o, 4HT � WAY � T- _ - - - 1 � 2 CAS' I �I. ,S, CURD �• hWLa� I i I IoRf�t^'f2R / , ;,�,r'/Z Sci•r��_sar�. -1'r .'nI it � 7) - - ---_ �i TEIJANT p+�pDlTlp� EXISTIN/� - P�UI LDII�C? mix T'Il.l- — CONG GllltB W/Woiuw C� , \ I�IN• RL,�, • 16�o v Fil-1, RI-. ej-, IGy,U' I I LANDSC.KT'II p © r CIJIrbFI i ` f�ICST PL.OVR 7{OtJ S.P. 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Iruy- a NG pp -,_. _.__ STW,INS{• NEILI 'rrTUG __ _._ d - -_� I eJAL.T S LFAl 4 IDS5' ON n - a •I I'sUILT-UIr RcorF' * ot-j rlkU�SES 6 1 ��R.erID IrISIJIhTId^J-R 19�t"fI. -} - ISIOC_KI '' 4 �rr - - Gf I`M' I �4 LwXT, T,4 t�LYWDUh � -- Q O l - I _ -'-�--- I�c15TIN�4 FLGaGR ST12UG? Ul�t ' _-`— - - - - - __ ♦I CLU LAM MMAM IjeIST'IW K 6TItUG-rumg I L`UVSTII.IG PLG�f2 �rRLJCRJr_F - I I - - I i T - ID�iTI I I I COL, 15LOG CNG -lw•11e�t"AM ` �r r �osS 3 J ,S s FAS=.1A ST'_LJC. U MTI„STUDS I I ��-_ •T fes- S;rF_ ' I f iiwlNone S. ole H III I I 2•I y,s7 ? IT' I SSULe I I 4 — _— �, + f I---_--. _- N �• } r5r're; � - 5 PL.AW -— -�- w . ea �__ ___ �IcliTlrlli cv�.lG•SI"ANDRJ�sL - - I 3 MTt.STU,� reI•,•,T- s L4 o,c, , -ITS,GOL. G-IG' I I. --1 _ I I i! h I►^I�f�c1 • LIALL Irt, s�f�'ll I i I r I � I � I '� IG NTL, `=►T'UDS AND FASCIA 'yT'JI�S Q 2�«O.G. I I �"".� - I�1'TYr•• 1 LAP FASCIA •4 rUD5 2' Q i ' 3`Z'' NTL• STUp iNf'Il�lr t•.�/PIrIISH1s•3 'r'C I �� v2�TY* � lYi' � MATGrI AD,JAGEIJT- I°A�NT - II I ' n « �Il 1G -'U ( CII I I� GI 7" I'•GN 4-O �LIl. I ' '-Yp• 4« _ Z44 t,11A STUDS ,OPT OrJAL P.T CGI • Q 1- . _-. -- '�—* 3 �- _- --4 --- - - -.-HORI& MULLION Arr �R HAAD I -, 1111 5USP, LINR4IC "'METAL C-&LlHd� N SYST�rA I�/ WIND I-k.�L•p G7UvJ tJ NILW ALUM, 5rrcyRrfr�OrrlT' I CUP'S -As spL�GIF1 � 'I•+T�.sr��S CB ! dr MYr'. IIJSLJLA'rIo1J•IR-11 .. ED-�Ru�+ - --•-- � I u}'o, ts4TT I Sib' ��',Gfn'. sH C.�r'>'•1 I N -TYP', �.__ --�5Y3TRM I PF`Rf�LNDIGU6?IC To 5TORMfRCWT) INs�iL.�TCti -x-19 F✓d ' COK PLYWOOD A-r j jt� lYAIC WALL LOGATIr,N� 5H Ow I.J I 1 I rSLdv-K INGr As XW'm - t RE •5 G IE bJ • CANoI^r STKULTUR >51�E =-1 • 0 II II i 11 i I I lI _ ! g -- I 541.E GUS a R06-10VI~ WIKIISTIWf I _Har W,.4_L PAI4ffL i e T N H WN pN�L•I.'�`LA bN5 I I I I I Drawn By Chocked 9r :I (►•IOR•TH HALL- ONLY ) I I I 1 r ,_ �T'� r _ 5 5A 1-4•cUT !'d+u�rlNc( S�r3 I I I I Z 11 i I u Job No. Dote FROM WAIrL MC.L 1�'uR NEIN bTgrt �I �T 27. bL i,4AW � SL•A6 "rr?r - SCC SI NI, I ` I nFOJ N i I ;i 1t— ',✓S d DELI LLeo AhIe. (" 3Z'0-r- -TYP. _ I I•zO is 7 i r '� N I - ---- - - _ _ I _ �tN, diticA►D� I 54 • I '' I I I 6M•t Title 11 IxI IN<T faLAle! I - - r T � ( I' � p Z WAL.L. F (S.GOL ISN1� Se t�--J I - SFS f.lU �S d N ('i Z I I I N � IGc>~IG. Cry t F4�'•oT1 NGr- ,� •' I � 2 I , ��j�Or}•�j I -- -- pv.I�;r N CT FGl7f I rJ of i I I T I I 1 8hee1 No, ?_ 5LG'T'101,I AT 5X !STII,4-r I�/ feA5GA 3 Sr✓G�IGI aT CI ST!NC- 4 SEGYI ON AT Ex I S'rl N� W/ eA NC�"P'(" 5 _� GT10N Ar- IJ15.W CANC FFY' G -GT ICJ I-1 Ar kAI-L _ 7 �GTII�I`,i AT 1,QAL•L , /21= 1'-©" w_ (/2„s I -p'' -- VZ I' = I'-011 �r_. G I/211_ 1,-04 � 11211 a I'-o° (0 1;2 '1 =1'-0, of .► � r _.....- ..A.IYIMI W Ti4s - - .r-. ..,.__- • '" v - �-_." ... r- III�IIIIIIIIt'I IIIIIIIIIIIII;!I Illllllfllllrll IIIIIIIfIIIIIIAL �IIIfIIIII� IIIIIIIflllllll III�,II III IIIIIIIIIIiII� IIIIIIIIIII�I� I��"illl(JI,J�� IIIIIIIIII111 IIIIIIIIIII�II NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE QUALITY OF TM ORIGINAL (�g L �Z L�Z 9 L 4 Z ►Z E L �Z l�L L 8 I [ Z i Z i P�I ��[ i t t 8 �A �L 9 9 ► E L l M 31 DRAWING. 111111(111111�111111111f►I11111i11f1111111111111111f1111,I1uh1111111►IIIii IIIIi �lllilllillfll111111111111111fu11�"1!1,11 Il�lliu�I��I� �il� (�lIII►�N{IIIIIIINNfIIN X11111111 �1111�1�IlffilflllN�1I►III11111I1� ►IIIIII►►11111u►1111111111111111111111111111 Illllilll JUNE 26 , 1990 . - ,.,,,..x.,cswr,.,...:L' .,,e�a,ee,w,rraraa. _____ .. _ � " ._ _ .- .. .. W ._. _ _�....,_._ _.___y__..►....__.._..�_.._ ._,..._., .,_ ....,..,. - v�..._s .._ _.. __.. ._ _ _... _ _,_._ ... . ..,...►.... _..__ _. _- - - I•�.i .09111GI N� 12TAW D I►Ja -- ----- - - ----�� 1I -2EAD .} t �I.uLlu"Ac NuftS: C M IO'-O0•G.�s '' - r•fA�(, � � � GO'•,G GO'. IoAIN1 j - 0-010 r- IPA NT EXTaWD 0 =OVER 6DRRJ• I (LN[ft Ac these notes sort minimus stanuarus for construction. ire car awing% ;trash urcr " \. ✓IATZD SOU N1�;'Llaiijfl i N� ti tar' • SGG MOT�S 01. • ora lrnerul Notes to patent shown. TIIIF GOH1G. �� h REQ't7. ---- `v{ �� y y Z 2. jui.tr ac Wr shall wr�f all dimensions and cundittlbs cab drawini s and in the •r it I fiell. Coordinate locations of openings through floors, routs, and walls with LLO a 16 aJ-Q I ` architectural, aachar l and electrical plans. Notify design agency of any •% ry - ---- r ----- --- - - It eJLOPG discrepancies. =1 - �� i-- --- Rw�• ; ,1 .. 3. Contractor shall provide all nocessary temporary support prior W completion - 17',1GHMA� AL.AHJ * ►•NG �Q 3 1 - I • 3r G� 1 ' T,TOP � - �i7�T r r -- --- -- __ ._. _ . of vertical and lateral load syst:ms. � l4 V --- N�� A�i 6 J. XWFIOl \ �`\ 4. Nhere reference Is moue to ASTM, AISL, ALI or otta•r sundards, the latest issue � '1 shall applY. ♦1 ��rra ` LEAD FLASriIN(,1 I �_ 1,/ a S. All tort shell be to strict cumpltan:e rico the Uniform building Code as aelended � .f V \` R/1.14ATrJ� 1'iT by the State of Oregon and all other state and local codes ind building require- Bi op x2 io i?( IQ� ltA. I �\ �- I 944V Fall of 50 s4�vKR LLAYLe1Lj menti that apply. - � i Gf.L dtAbiJ ��i1J ----------- � ► -- - $ , xmF'�1 ov�R rti'al L.ToP ;, O 5 f�F is L.AF' oFiF -- ' / I LIVE LUAUS W - - I i -. e --�oof-.............26 IDs. per sq. ft. IL 0 I .aNGHrR G'_110`9 A,-Ii R;Q I>, ��T q� I - E.tT. PLYW000 Ishw build up loading as per $LAU Snow load Analysis) M Q L 1;F, J. S- GJUI>r(ClC� --- _ f - - - i Ibill...........U.e.c. zone I .E19115 edition W Q \ Nind .U.B.C, BU mph, � � I -- -- . . �fl,rltiH'Nq �{}-�----- - ?��RUAr►T r� % � '��.,\ � I I � -� FOUNUAT10115 00 L)> r"RILIF10- G�tKJC4ATr-'D G � L 4(firF \ ounua ioa sizes are based on a total load bearing soil pressure of 2.000 lob. a. orJi:. - - -- - - :oulJtWCFLJr•iHIN� AT' - - 1 x141V IW.,0L ^LJ LK P�Afr-,A NI<RAMC9 per sq, ft. LLJ NAL L.- �RA!1� i 2. Foundation elevations shown are to top of (outings. FAKArB WA"10; R�'L VL`�W17 yl4SATH 1; O,G. i �ae T K `1 � 3. All footings shall be founded on fir■, undlsturteo original sub :.r shell be 9ATEX 01< fr 1 te�F�>'DE '(HAw �" MILL • r A `-v�, - y•l`A►� (I v,�, I�.?, J/�. �1AiLf1� ._ fJCT�RJONI; {.jA I founded on engtneared fill Compacted w mihimum of gSi AA�riIU i 1Ju density. ti I 1 N I, 5 1�^i► M1411-N SY ST pig 4. All footings shall to a minimum of 1' 6" below final grades car 1' a below �atr i OM I T s•M. 1 1 \ Go"J�tLAi -11W ) G^'Q� ev's l Gre['TgP�{IOil �+R \ \ existing grade, whichever is lower. W LA,!, Atl�NVP OP'IJ'� I 5Hr�kTHIhl4T,TYP• \ \ 5. All disturbed soil shell a removed by hand operation from fuotrny r.cereuon r to neat lines. 1 i v� 'tel ROC( tai-0''2 CONCRETE - i.ASi-IN-PLACE A¢DUIJD ODfJ�1 54-10SON ASS rA./It.M� � I-7i1I concrete sFall develop a minimum ze-ay laboratory cured compressive i.t1 , / -� 6IPAfov J I cylinder strength of 2,5o0 pit for toutadations r Tf' 47 -WA, fix -'��- 3.000 psi for other concrete exposed to elements LJ/ 12-8r We.LJb/PArit interior slabs on gradeI I / / X •-� l I l . 2, A minimum of 3 concrete test cylinders shall be provided for aur, 30 C.V. of �1� rJ'J!��AC�e a?P�•'�o ` G V��T I I F'21i r�� F ✓�A I ry eac Yu.0 h concrete strength. Cylinders shall be tatted es follow. 1 N days; W oto • a� _ 4. ll days.�OO -- - --- 3. Concrete cylinder and testing shall conform with ASPM Specifics Onns. I_ `_-- - Concrute, forms, mlainq. Placing aro curing shall conform O ACI manual of V, Luncreto Practice. �(T 4J - -- - 1 S MPSr�N ^-2'f G M�.IT N�Air1CS �-- CONLNLiE kEINFUNCINb STEiL 1W _- - - J ��F!hJ 04 ��~' /L/h�M'N� b ��" O.G,) Coy Nit" Ts�ClJ-P�Ol-1' PT ZR re n oro nq s el-for concrete shall conform w U.B.C. Sufiards No. Sb-4 .. O / t and ASTM A015. Grade b0, for all. �Q n AH P A M i�K .� :.m4.• .'c_F_GlJ T`•' PLA!P 6i r " O S.M. 000WIEXFLA j^ K]61 N/ OUTGMMAI� v4/*1100,l..ANT a1i W ! P'uP-LIF�, __ _ --_� 2. All welded reinforcing stool, metal inserts and connections shall conform to N tp lGPRA/. �I!AM 1'�i m 0'O•G. I -- - - U.B.c. Standard wire No. 26-B-B2. U N 0 IL L- O 4i:uM A rLA��i).tflNq 1j'. f rip rs L� ��iJ 3. All welded wire supple tall conform to t ,h et$ and shall be chair All ripe Y, 4? �� N 1 PvG C�LoaJ�C �f1r W is •bGUf�ifC - _ -_ _-_ _ - - O 0 �I NT, L position In slabs, laid in flet :nuts and shall 6r chaired w proper t O illi J VG IT positr sill be supplied bead i Z G, RJ� � `1.•�1�Cy 4, All reintur,in steel stiabl ;r dr La led, Uuricated emu lauea tr accordance with r a rl UdeA11►NT L.L. �' I ,15 �il 3i1 N �L CxISTitJ6. GK12 r'L1R1.11J-- � Acl ,•rtailta Manual 315 and Code 1,11, lap all tars a minimum of 36 diameters, Q rJ l 1G r1 M/1 hl N/'i l/11c11 _ .4 Rota i+V►T "A L.OeWi OAS C --- i�. Fst!'l-0 Vf!'JV FY L DRAT"ON g LU E I ✓� G• P.fLOUNO , itUL4.. / NyLA4fbNdili WTO `k;d_)rPfs1R f r."pt as otnerwise noted. "D Y IL J- K wA►�E. o�oTN / - ow PLiso.earl c c -d.U- 400F' '� f?A ME �T�-I FALL v 0 ��_, fjW�f +� EMSNT �l , `� �A-4t:-A ND STIIULTuKAL STEEL AMU MISCELLANEOuS IKON pp MrS GOR �4AKQ� 'DULIiI=R• /4 E L.AP MLkT k&L.09D li -CN7 FlA�jr11NC� T� _�;,,t" I' r�` -- 2. svrcw�il wwi mall ca tie tt AstM �soo or Aso3. Z N ��} \.. h� R dt�t7. a�prliJ(� :TS, - Rj S �EV�.L ��A Ali n r W to Q FL.A4Iwg ova �cui�PlS 2 �f iZ'•60`"y'I 1p` �_ I ib U, R�FlNCe1 ow .-coup a.T, :7WAIfJ /"A14 i t 1 fabrication, e ectfon and identificatton of structural steel shall conform Slf PLA4MIN -_ _ _ __-_ IO�O ._ __ - --- to RISC Specifications. YzI bore Np. 4LorFc �s -�-- 4. All welding shall confors to ANS Specifications. nfv I I O s o. All welders shall be .ertified under AMS Specifications. it i` Ila a'-7N CT i _ 6 S. A11 beaters ahll t.r cun.ircteu with Nmit•fintslild Ibmchtue bolts unless siarwn A on plans. 6. 11 c form na.+Neri, material and fabrication, shall conform to U,b.L. _ I ARD, SrANARR!L Standard No. 10-9. l(/ 21M / I1 :•\ R l/►LLP^!�C •��13�er NOirS oN PkEFABRICATEO ROOF JOISTS EIrII'bl . All roc members shall be menufactured by irus-Joist Corp. or appruved. 7KA1 - �• • 2. All Joists shall conform to all provisions of the 1985 Uniform Building Lode. I �• -fLlH 0(i Fr NAIL-t�PL F- \� 3. Joists shall not exceed a live load deflection of L/360 or the working stresses - X \ - p,T. GALT (�Vi as sfomiwn in the U.B.C. standards for appropriate munder a total load /COON• Ax►O.AP'eT• 4%_MH k \ of 40 pit for root structures. 9C0- \ 4, Joist awnufacturer shall furnish complete engineering shop drawings with registered _ 41WN LLPl.{ F3.1�. IN� rl -- 4Xlb AIt0L11JGt OP J� ��.. I professional engineer's seal. ice,J e� y� S. TJ1 Series 3 r`1 �.V. i�f�o nJ -- �X¢ r��(7�Gi� GQ LJ �\ a. P4rwfectwer shall firnish all end and inter neuiste stiffeners. Blocking I• 1 n �-'f i and/or shear panels, .na metal bridging assemblies as required to provide a canplete roof structural �ystiem. h. Double all joists under meehenical units uriless otherwiso shown. IAUL Glue laiin MiMbEWS Witi oD� �� e -NT-at, and U.B.C. B. mrnbers stall be Uou9Ls lir, contoroinq to U.S. Standard PS T 9 C U P P R. 1'J MI, ;•-710 I� ( I I CombinationCl4jtay�ids 1bZi40u dSo. CI= l.b a IU6 7 ;' r VF-^ - _ --- - �� p pan Industrial appearance. 2. All glue laminated memUers shall Dr notcncJ, snayeU and finished as per plans Z ' - C�'i iii ON _va I I and specifications and shall be fabricated with waterproof glues. T1' 7 EM Is mii-W J. {rection of members shall c ontorfn to AIII Specification No. 105-b5. < ! M 4. Camber beams as indicated on the drawings. _ � �2,aA� FASr:IA PRAM1''S C `� W/ - .�.� M�•V U 1 OiJ VlNy"IC00 O'G' ` ruuu FRANIN(: f ""�P►1a ( 24 PMS 4UH. JNIT �,uP*Na' � T.-�Tl-Tfgtit framing shall car Uouglas fir no. 2 and hotter or stud grade. All 12 Gal H:. I LI�U119T1(xIFIT F�GIisG t �� I plates, ledgers, and nailers in contact with concrete to be pressure treated. I M GLO��UICts; GoNDL)I( � CO�1bUlT I I -2AO SOL-IV f5LG�-i iWO \ Nailing per Table 75U of U.B.C.-IIS. Framing anchors, ,foist Wenger%, etc. W bee I *•T'ZKn1I G411�!'L-E WALL N GON►IGP.t01L TO RI I�f f IG •I l- wit" a%impscinwasher or cared erJwl, bolt heads and nuts bearing on wood to be provided gni. u1• now T"(�. / � P,T• Rig! i. Vlyruid sheatr�inq to be standard grade with exterior glue. I / / GOUPLI IJ(� ( JAL► PIP{t. G / ri \- J ------ rL H I N Gi COIN 60 POUN1v �T9iZ cn�.lc ANCHOR S C: 4"� JC. 4 rout sheathing - S/tl, index 37/lu l.�VfGL / P•T..4+t 3}'liF•1-- •• wall sreaunny - 1/[, index 74/U --- watUl -ria HT 478a�) -NP. t - a - •" \ Block all wall sheathing with metal or rood stud blocking at edges. • -` ... plywood sheathing shall Ie laid with end Joints staggered. Wiling or screw t - I NLAtiHIOC, (AL P 'soe4 ®� I ♦ 7 / fr O PLASHI ,V��Lt7 SiMf�O1J Arm' �, R14/V�!C tesuntngi as udiceted on cite drawings. ■ L �,1�, I ` -{TD RIo,10 GoulvL.IN �.- - -----.-_._. r �C7UTGH M/1 W 5EA1 LA N T(TOC• ��e ems• -- -- ---- Z VUG OIW' NL j - ---- (,ANT <i1'RIQ -- tai I exlSTilJ(� pr"I z 51F-flag A•Z♦ C' A1-T PorAs -i� 4 t GO � 0 ' I. To ZA .T -- _ FUR-L,INs z Lr-Po5o (`st io,c,) I yy_"� TH?_U• MOLT r.AiN 2. �e+xt�: 2x4 P.T. 0.U. ita�FllJl� _ AF�� YL"sK tot' LJ* s�lerw to 1 bh M�NRN�F f4GKOK t K _ II xl1TED r.f. �rC I N4UL, del ?L-N/f7 / aWip GoNT. ro Top II TD MAf10� RADIe =� 1 -�•-- Gel'�'TI1Je Co�,{C, 6KG ISIST"WileN PURL'NS fool l yLOP� = OF R JACK FLA,H64 1 �WAl_LDf9f►NCIcowc.. Ur'SIDG-�WH SlMrst>FJ UCG 3. Ka�F TDGu><b Tlx: � P.T. I,1dlILE#C hIMP51orJ �f212Z@46'Q�. _ �I! sm li!a F:A4_-�IA FrAi-JE Q M457 I LL I P.T. WO, N,ICM - - 2,c14 'Ft To KfaoF 4LOPE�� r' ,�.- s r• vY . NAI - ; a -�PICAL 4 1 6.U- Ralvfl lJ / GrcT¢Nv P.T. 1• P LZX � mPNA G11. a!oR To Tpr OF t:U R>3 _-(_�Zx(� FKA Mffl• dPGJ l`V 'C� !'Khf�llNi� I ""I _ ! 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NOTE: IF THIS MICROFILMED 41 _ \ DRAWING 1S LESS CLEAR THAN -THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL £ Z� L7� —�TSl4L 111E Z Z IZ\8I t �t t 11t I Sl �t � rB �`I 19 ��6 1 M y DRAWING. IIII III111111 illilllll 11111111111111111111►11111111 IIIIIIIIII111111111 IIIIIIIII IIIIIIIII III, IIII IIIIIIIII,Iilllllll,�,•'I;11u Illi�!III 111111 Illl 11111 Imlilll III! I!!; R III1111111 IIIIIIIII IIIIIIIIIIIIIIIIIu IIi11111111u1111111111111)111111111 IIIIIIIII Illllllll llll�llll . K ejUNE 2`6 , 19 9 0 y, ' -wr• YWIw,.rx' ..__. .. .-.. --- r j. „'., ..,.,,... t.".�"ae" ,""' ' '� fi I • , -C TYPICAL (4) SIDES ` iecw O ; HO�l5ELI11( 7 _ w s GASKET ' (SUPPL 1 E D NIIT H CURB; -- (�-' teou 2oor eALL DUCT lll�� :.ocr_�.�P TrPs 04TSEHE014T6 (FIELD SUPPLIED)- �/ �eF< ce PPL l ve IL i U r E - Na1L \ , W/ PILoE T TAP a11.1�C1( G- rS q,;r I%ur-Rj 4 -----COUNTER FLASHING '('O Csl ►�I "�R- 6p�(ivVirk�l t�!/»�U► (FIELD SUPPLIED) - (�"( U'TI L.I'i`T'G�1A►•+� �I Ibr�i�- i j ROOFING FELT (FIELD SUPPLIED) CANT STRIP(FIELD SUPPLIED) DeiP \ FI L e6 aye►IEe -- < -- ---4e-�- ►° �e ~ • a�.., "` C� La..1G'(1-1 Of NIPP�.E9 - % .4EZ e+�uTPc DwrACi T -('s'_nT SN sj•oFF vAlvr GAS REGULATOR PIPING DETAIL �-••--- i20oFING MATERIAL "'� s� .•�' /i (FIELD SUPPLIED) RIGID INSULATION (FIELD SUPPLIED) SECTION I "UNIT CURB DETAIL I 2 z coag -- .. ... , *4&zr DIS..- rye PU I �•Ufa.' I ,. - i .. Ate_.. .iP. -N„r__<y � ��1�•... ,R •� r . . , r I I I MECHANICAL SPECIFICATIONS 1 1. Grilles, Registers, and Outlets: Of sizes and characteristics noted on Drawinga; secured in place with screws of same finish as outlet, with prime coat of paint. Unless specified otherwise; furnish each gril.e and outlet with opposed blade ! i key operated damper, or key operated extractor, as noted in schedule on Drawings. Krueger, Hart and Cooley, j Titus, Carnes, or approved. 2. Ductwork: I � I I Ii a. Rectangular Sheetmetal Ductwork: Fabricated of galvanized steel sheel's; metal gauges, duct ,joint:, stiffeners, and construction for respective sizes of ducts, except as specified hereunder, ;:hall be as stated in Tables 1 through 3, Chapter One, as contained in the 1983 ASHRAE Handbook, and :.AACNA Low I' I"eA " Velocity Duct Construction Standards. Line with 1 inch, 1-1/2 pcf acoustical duct lining material; O -0 IU� 1.l� Owens Corning Aeroflex 150-0, Johns Manville "LinsCoustic A", or approved. .6 GOA Ski ! , wH-1 GOIJN�«r b. Non-metallic Ductwork: Fabricated of one-inch thick, 5 pcf density, resin bonded fibrous glass rigid t'j�f�s �(pytl duct board with 3 mil (min) reinforced foil vapor barrier, qualifying as Class 1, Air Ducts, SIL 181, { r, NEPA 90A, and so labeled. Flexural rigidity shall be not less than 800 EI. J.M. Micro-Aire M/F Type �' 800, Owens Corning, or approved. i 17°S �'' ^ c. Non-ferrous Preformed Duci.wr•rk: J..: "Rigid Round",'UL Class 1 heavy density premolded fiberglass round duct, one inch thick walla, factory molded reale-female slip fittings, fire resistant aluminum i pigmented plastic ,jacket. � -'---- -- :.r ->>.• --, �'�' .�� , �x•'E�D ,�•� d. Flexible Duct: Preforr"ed fibergl9se 1- iral wound, wire reinforced flexible duct with vapor barrier E_4 e_4 ,jacket, fiber scrim cloth interior '.I ng, male-female sheet metal and rings; for system pressures to Lj �. 2 inches water gauge; UL listed, Tharmoflox, Wiremold, Clevaflex, or approvFd. � j 1 ---�-- Uv . i' - ^Y •.k:, =_I� .rL 3. Balancing: Balance all supply and return outlets to air quantities noted. Submit logs to the Architect. Perform I -�L �8+.,. ;• - balancing procedures in conformance with recommendations of AABC. W 4. Piping:2 ix �r M l (' a. water Piping: Type L copper with 95/5 tin antimony soldered Joints. 1 4�w ' / ! � {- 1 b. Waste Piping: "No-Hub" chat iron pipe with stainless steel couplings. u "' Vr^t Piping: Schedule 40 galvanized steel pipe; screwed malleable iron drainage pattern .`ittings. „ c_� I d. Gas Piping: Schedule 40 blac= staol; screwed' malleable iron fittings. V� r~x�l- �� Jll -J, ON or- IIZ I _ - i'1 . -_. r;rsw�...�:��`...,�...«;-:�,guitil�...q:.cwvo...�..r�i{.rr+..,.ti.•r:..r.�w a.u...... _„ f I ____.� y �, 1--...._ _ _{ ' ; 1 (F%-so, +�'\ TTT �P ��c�� ' -©I APP1�ESI - ,. ,�iION AVIS{c�►V , ►•+U�-I I i LL ��'•rr PEf?MIT Nr1._ Yes i ,. �;5��•s's se,... e. ry a .�:� I L 1' 4 I^ '.t - —� __ - - �__ __.__ --DATES -a?- _O>r �,14 I t j L _.,,, r I i _ �I,.� t ,-:n-, •--�- OE , f_jo-7 � (i) c:<�M&I4•-1A_Iro(.J ISD T 9A4h PE''R aJ0 wwMPL A•NU- 142. �� Lr�� l�I.F �.ot�1t�•(!-1�b �� c.c�+ �r>.w,'►r� �;I r� J��t' �:�.RRaEIa 1 - I MouNr !0-1.'' CINIg�( F�-cxaFz. Nbt�Cl- tib. LDra+�-r.,�1 ( Csl,loo (�T�►-t ��5'tt, 45,EJ�-t SF►�1��1- � I - .�-�'_"' E-. ?1001 CPM_ I I g0c LJIQ9! 'VA-NOCK FBF AIS© ,VAr r_FLP9zx•�I's -t 77 ►GvA/ TC7�L- 'JN1«r I�xl's� HJp►J? j!S \�'(.'T "'�a'' (sem. 4o M��• , 4cj Nt�x I .: ,� , _ _-�_ C��RLJ(�Ri►•.1'f' r'IQv�T"I�. �,a'� �`1TU1't I-�.�Crl►-ra � �<a l�• ►.r� �.t/GKa� GU"T I� ►� � � r�Gh � NIG -- - aN �>�IZYfII�Ca �tiY -E'TL �VaLt.� . L ►.JE��►a- v►J'fl�.ac p �.rU - I R �ToP r-•(> 'I►J(a uti.Ji?� 2Gp,OC�OG�M, = O.ZS"vV.G �tbl�) I I.d�c>�rt6tv�l`. I` r'1ht�11�C�1..0� 101-tFP rlO'roR-, 4-Coo von-1", Sd; &O� 7- o^-T fIt-�1� C:L.G�h�, bUMMEIS bowl •106" -rN9WH0&"rA15 i �� 'b �� ' SUPPLY 8� EXHAUST GRILLE SCHEDULE DUTgIp� 411Q. -r-+�R•.►�1�r T�,T, 3v�x1��F��."T'I►-k:a `,c/�1d1I-n'. ^•1L, F ice+ .; �. i✓N - I - i�t�c��T R-IG -T e 4-IF -rMft-, 40 G�AI.Vo►,J , /f,,L�0 vtJL.'j' I cb�Cock- - _ I ^-� \ go �_;`'i' 'a`•-i -ra. I Ty-se � 2 �L.FiC,r►'IZ-�. Y�/A" ��c N E1`ti'T•L.�, :w :'I/L.l.l�O 1J; 'j ZL� `✓OI."��' I � /IID. . _- �9 to e 14 BICE - - -- - Ex -},�.L��f F�.I.1 , -7 �Fr�1c� al''SP Ick I bio �.c�►.t'' '�c�L G'I'� LIca4-f1 y+Nl'fGl-� DA _ I , ,.�_ ��, ' -Elm �,;v 1 ' '- �F-�. �x►-�ai�Jt' .GJ IG?� Nk-z aI i SP t l o/I/lsd, �0�1?RaL P�'f LIG�'f v rr 02 � ,206) I + 2 _ A. .4 �•�� (, ' �= -A= 55 � CEILING OUTLET SCHEDULE 014 LI El 0 _ ,.._ �Ir- �k .,.., •;,; �,...�^• ,k. ,.....,}t t } I , f�_ � h J ' _ _ _ _ _ --._ :x `-- - -- - - -a trek �rF IF _ ' ' - - -- ,�_ l a x lu 400 z$lc •,c +IZ, --,CIR Z�`y )J \ c 1vnF 1 i' -{�II E , cGy.EGEE Py,'�I-I DO-IR-E- 'AFL E_'10L.1 EKI_. '4OE!ZOc_T•gLr=. , '. J t. y - �' mak �. T DIcFLj , r/F'E E�c c` Dc�F,�_G��D C '1C STYL.F 7-0 MATCH c:t',iQ6 MATIWIAL. YrE e 1_R�1FC,E� 5BCU1-+ -46CtZ,,)Q '.4L CA-E 8412 "'.4' ray s` �iE171 . -...�...,r..•....�.�w�.,...rr.....+,�.�.rrr . . .. -w.....yie:-".. v,.dr36..; _.... I o ' a Ir ... - • r VIII{III IIIIIII IIIIIII VIII I IIIIIII IIIiP I IIIIIII IIIIIII IIIIIII VIII I IIIIIII VIII I IIIIIII IIIIIII III1III VIII I I I I I I`III I I�`Illlll p I 11111111 III III IIIIIII III I I .�. �•t•. ��`. NOTE: IF THIS MICROFILMED J I—�� 1— -- I•--jL � {--II ` I ��►• � I 1 I �� k' t • DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL L L LL Z 4L L L Z iL L 81 Bi I Ll I T i El I I l I 0 B L 9 4 ► S >6 1 r so DRAWING. illy��i►I�i�ii{1111 Illlhill IIIIIIIII ILII gill�IIIIIii��I��I�I�ill Illilllll IIIIIIIII IIIIIIIII�IIIIIIIIIII, ,�.�11IIIIIIi�llllllu�llhl�uull►II�Iml�ll�llll IIIIIIIII lil�llll Illlllllllllll Illlllll�illlll,ll Illilllll IIIIIIIII IIIIIIIII�IIIIIIIIIIIIIIIIII Illi�illl ' J U* E 26 x , 19 9 0 w ION TRUS JOIST CORPORATION ca c) WEB STIFFENER REQUIREMENTS AND MINIMUM BEARING DISTANCES ERECTION BRACING WEB STIFFENERS MIN. BEARING DI5TANCL is>,a hillimmum fearing Section of Table) (use tAfsO Stiftenw Swison of Table) End Support He»gl>!r Support Continuous TJI Joist Support DO NOT ALLOW WORKMEN ON THE TJI JOIST UNTIL ALL BLOCKING, CROSS " W BRACING, HANGERS NGEAS AND TEMPO- ` RAAY BRACING IS COMPLETED iN ACCORDANCE WITH ITEMS 1 , 2 AND 3 BELOW. " } 4' (Min.) Strip Of ShMthing Min. Bearing Distance Min. Bearing Dit►t�ncr! - �! i-•- A41n. Bearing Qistance ---a IMPROPER CONCERN FOR BRACING DUR- - (Temporary Or P �� p Y ermanent) ING CONSTRUCTION CAN RESULT IN; SERI- / If End wail Is Not Braced. OUS ACCIDENTS. UNDER NORMAL CONDI- --- ._ \ - _ Web f11Men�►r As�uMrmenla Min. dearina Olstanca TIONS iF THE FOLLOWING GUIDEUNES ARE End Support Continuo us web Billow its /Min. wee -^.-_ - OBSERVED ACCIDENTS WILL BE AVOIDED. Ji o+ iJoist Required at Nantber a Min. Web sltllfMN cnd SupportContinuous Braced End Wall Hen6er Mr support Support cono.rated Siliten« of Hangar TJI Joist(z) a t End 0' \ fWriis Thickness 1. A oats/'&! strength, 1*0 a tWee"end wall or an exi 1 ay nwide T web Nlwneer a w.e Number of Load. width "W" syR�ipo't (5) support r''a� sting Rpul►W "T. dock must be established at the its ide of the ba This TJI Ja1tN tNilNers Mama Stlttewers Nags(2) Ur'eeaar (inches) (inches) y• , 1/8" Mon. ,Inches) diel alae> be accomplished b a C l>Aap1A aeries tieQulrad? llp�ked MOWred'r lNqusrtM TAan(l aS.) __ ��P y M11pOrKy Or perms- 1/4" er'tris- { 1 1/4" Max. (sheathing) nailed to the first 4 test of foists 9-1h" T.11125 No (31 -' No - 375 2-5116 11/16 1•% 3.41 orad y• .. ?" (�aX. 11'7/8' T.1145 No (3) - 0) 2 475 2 2.5/18 11/16 2.% 31% 2. All blocking, cross bracing and hangers of the sup- 1 10' TJV35 No (3) - No -- 440 2 2.5116 1 141 g.y} ports of the T.11 Joiato must be COMPleaafy Installed 12" TJI,35 No 3 - No 47 1 c ) S 2 2 5.16 1 1 h 3 v, and properly nailed(fill all nail hole&). 14" TJ1/35 No (3) - Yes 2 630 2 2.5/16 1 2 3-W 8. teary strut lines of 1x4 maximum must be mailed 16' TJI/35 No (3) - Yes 2 685 2 ?S•t8 1 2 344 to the braced and waN or sheathed area ss in 1 above ?" x 18" TJI/35 Yes 2 Yes 2 780 2 25118 1 1.4 3.45 h slid to sac TJi )Dist at the on center spacing shown. 20" TJ1135 Yes 3 Yes3 805 2 25118 1 1 344 'Without this bracing, buckling sideways or roe over is 10" IJ1/35x res 2 Yes 2 575 2 25/16 74 2 344 highly probable under light constriction loads -- like Ii Counting 12" TJI/35X Yes 2 Yes 2 720 III 2 2 5116 718 2114 3'/i two wwkmlen and Qrgn layer of sheathing. 8d Nails E&w Side Cou t ng 14" TJI/35X Yes 2 vas 4 830 � 3 25/16 718 2w 3'h 4. 34tiesthing must be totally attached to each TJ; Joist - (c!e wurrift at Right 16" TJI/35X Yes 2 Yes 4 950 3 2 5116 118 2114 34'1 b9fore addMonal loads can be placed on the system. ! � For Number Required) I .8" TJl135,\ Yes 4 Yes 6 1070 3 2 V16 74 244 5" 5. Ends of csntlkwen require strut lines on both the top 2-8d 20" TJr35x Yes 5 Yes 8 1190 4 2 5116 718 241 5th 10d Required for TJI/55 Joist 22" 1J035X Yes 8 Yes 10 1310 4 25116 7/3 3 5W and bottom flanges. i/ Nails 24" TJI/35X Yes 7 Yes 12 1430 4 2 5116 718 3 5v4 6. This top Hartges must remain acro 7ht within a tour- i 26" TJIu35X Yep 8 Yes 12 1550. 5 31hi 716 31,4 7 once of 44" -_ from true alignment. Min. / I ' 28" TJu35X yes a Yes -12 11";6 5 31/2 718 3V: 7 30" TJMX Yes 8 Yes 12 1500 6 3'-14 718 3V: 7 16" TJI/55 Yes 3 Yes 5 985 2 31, 1, 18" TJI/SS Yes 4 Yes 7 1080 c 31/: t'h ?'i. 31/2 20" TJI/55 Yee 4 Yes a 11.su 2 31,7 11/2 2112 31h Ir \ \ 22" TJI/55 Yes 5 Yes 9 1280 t 2 3/,2 1112 211: 514 I 24" TJI/55 Yes 5 Yes 10 1375 2 31h 11y 3 5'4 1 ^ I 26" 7JI/55 Yes 5 ros 11 1475 2 31h 1'x 344 7 4 ---� i- -- 2^ Min, 26" TJI/55 Yes 6 r :P, ! 1515 2 31/2 111 31/. 7g Blockin 30" Til/55 Yee E Yet( 12 I 1560 2 317 t ;2 31,2 Strut Lines (l x4 Min.) 8' o.c. For TJI/25 Joists ,.� Cross Bracing � �•.� (t)WeD atrttlDnerr) with ter)malls are required for the fJli25 lots(at contrnurus supports when be on plates is less than 5'/. rnchei and the reaction Is greater than 1 700 lbs 11 700 lbs s the maximum 9' Q,C, For TJI/35135X Joists reaction for 3,7 in;nes gearing with rw web stltteners j (2) For maximum ioad SP-001C applications may permit reduction in ;has c�rtHna I \ 1 Q.C. For TJi/55 Joists (3) "U" type hangars require web st)Meners to cornldy with nailing req;,rrement throug;• 3,.113 p ales. ,7r hangar hangar A strut line Is required stiffeners are not used ir. xupport, (,tie sloes of the hanger must extend r.;, !1. :,;F cir^r it,� top rtanye ,at,Srally (4) it web s (5) Tete ntinhnurn bearing length may t)d re(1Uced to( joists support" by hangers It s'-rppier`:tnt.a 'tail Ante L'nerl; to aha end wet) s!ltiener provided ! � at all supports where joists are not otherwise braced. BLOCKING PANELS CLOSEST ON CENTER SPACING PER ROW (3) NAILING OF SHEATHING TO ! --- ---------_-T- -_- JOBSITE HANDLING OF THE TJI JOISTS STORAGE WITHOUT END PIECES WITH END PIECES � SOLID SAWN -- - FLANGE OF TJI JOIST (1) MICRO=LAK"FLANGES FLANGES It is the building contractor's responsibility to unload the TJI joists While kW,ng stored at the jdbsits keep TA joists In an upright position. 8d Nails @ -- - ------- 1 2" o.c (Min. `� - 8d Nails V ; NA;iL a'LE 'HYPE DIA. TJ1/25/35155 Joist _ TJi/35 Joist from the truck and for all handling thereafter; the Trus Joist guaran- The bundles should be supported on level stickers to keep the TJI 12.. o.c. (Man. \ _ ,+ „ Req'rTtr)111121 Req'mtl(1 )(2) gd Box 113„ 2,t 4., tee only applios so Ion as the roctuct is not damaged or altered in cis f A Common .131 _ 2 g g p 9 j t out o the mud and dirt. Stacking �f the bundles is permitted if �~ 10d Box .128,1 - _ 2'r �-- 6;, any way and is installed in a workmanlike manner and according to an adequate number of stickers is proiided to prevent damage and Common .148" 3 rr 6" Trus Joist Corporation's installation information. norma! safety precautions are followed. A N ' 12d Box 128" _ 6 Common .148" 3+� 6" TJI joists will be delivered to thu jobsite in bundles banded together All glue used In TJI joists is waterproof; hoiever, long exposure to � ed !foil: (3) ' .- 1Bd Box 13b" 3" 6 - for handling. To avoid damage, they should be left in these bundles water and sun will cause some deterioration and checking of wood. 8d Nails t _ (3) Common 162" ` y 3" ; S" - until they are ready to be Insta4ed in the structure. TJI joists should receive the same protection from weather --- - p given - N 16d Box Naffs See Web A careless crane or forklift operator can damage the TJI joist. other wood products. End Piece.. ate Stiffener Fiequ:remer�tt► ,1 i The t,4; flange Icompres.�rcrv, `lan9@f 1 1hf! T II !UrSI must t1e nAlled t0 ShHAtnrrl,� d' -9 of,�4 r)+' cenlPr for SECTION A-A_ F,)r Number Rect<,tred , , 1 r Never handle TJI joiRts flat -- keep in an upright position. The glue bund between the flange and the plywood web is critical to the ull lens•ih o1 ;he i,I./3� and 55 /oats an(1 18' o.'. center for the TJi/2 t /arra (1) Q uildrg r To speer y Actual Nailing Requirements, (2) 14 gauyla staples may bo a dire(l sub311tutd for 9!1 nails when have nq a minimum penr,tratron 111 n into (2) See Noting Of Sheethng To Flange Of TJI Joist For Closest Allowabie On Center SR..,-xV the marry member the performance of the TJI joist. Do not pound outward on the flange. (3) TowtsAvid:At Max. o.c Spacing Ol 12" Each Side Of Plywood WMab. (3) 11 more than one row ol malts rc used the rows must .1e of"t at least MANUFACTURED Approve and return these drawings as soon as possible as the joists will not be fabricated and delivered until ap- ALLOWABLE HOLE SIZES FLANGES iDo Not Cut) BY prova►, is received. Manufacturer's engineering responsibility is only for the engineering of the TJI joists and not for ;any supporting structure, or for loads other than indicated herein. All materials shall be furnished by others unless -� - ' a 0Damaged Joists -3pecifically noted "by manufacturer" herein. PI V weo(i INIP oper owwn of a sinkettrrsf memlber hill reduce it& auwvth. However, holes can be cut Web Subject to terms and conditions on the Purchase Agreement, I have checked isll the dimensions, quantities and tlw@up the web of a TJI Joist, In some tlowtone without impair'lety Ito swifty to twyy dosign - -----•---_ a Improper Fit loadings and warrant that tt,�' y are correct or should be corrected Rs noted, and specifically hereby Ir ree and ItimML Them _Meaacknowledge that erection of said materials is the sole responsibility of purchaser. tiorao ars In�arsrs of malnlmK'm sheer. TAis to gomw�rlty away from bsarMtig or -� �- - .._.-� � g Inmel HOLE DIAMETER IN INCHES ---,- --T- __ __ -..� o Field Approved, no change Purchaser -_ -- Date I _._.- - -- _4. Of i 3" 4" 6" 6 7" 9" !" 'i0" 13"� 1�" 113 Mo�iflCatlOP►s Approved, FIs correcte(1 �W HOLLIES-/Ker aiw4ge opens and unllorm look use eke table to the right to determine flooring / 1-0 11.3 -1.6 �-n �'t-3 2-6 3-0 t-3-3 444.66 5 3 - 1.9 - - Title A1s111►oflsa. tf3lssn grteatttw�,ary o 9-•'hi" hole t(or the 11-11ti"TJte?sd foist and greater titan �-Itli" Neale Plate 1 1-0 1t_-3 2� ?� � 4-3 5-0 5-6 Title tltl►(las 9.1+x" 'rJfV� pat to used, one toot mut bo► aehtlad to tt"ttQ dlotartoea M the pabla to Ips I 1 d 1.0 t-0 h 1�S J - 3 '�-0 3-3 44 5 I 6'0 t o Questions tl 5-6 S A 130U t -0 5-9 6-9 These Drawings •OUAIN H1loLU -- square :tole abes ars deftnr*sd by mutfif0o"V ow maximum roundr 19 1� t -0 1$ �►� 4� 4 -3 _ 740 Call Your T.J. h4ft dllte anlflr by a ketor of 0.9. 1 3 1.9 2-9 4 -4 _ / 1- t- 1- -3 2-9 3_3 19 4,e) 4-9 9 6-9 7-9 R�owt'ltative Mt&TIPL E N41 28 --• Whetre rrow than one hole Is d"red, the amount of wood between � � _ t- 1-� 3 4.0 4 � 5-0 -0 7• ��_� � %alas ` *04 e>quoi or exceed twks the dt wwW of the largalrt hole or twice the soda of the _� 24 V4 3-9 44--4.9 - .3 WPVM SqMM hello. 1 8 2 2 8 3-3 3-9 4 b-0 5-6 -9 -0 �»o 1-6 - 3-3 4-0 44 5.0 5 9 7 g-�` 011118TR tEVV0 AND CONnOKIOUS SPAM For uni wmty loaded t'sanMl rtiwe and eontinu >* -_ 1_ i 4$ 4• I_ !� " ,`�� OW TJI )oisltr tlae Aoiso maalst M laaalod one.inch htrilMa tt�omt IfMt support for each toast of M t•9 �,3 0 4- 4 5-6 6-3 y - t 13.0 • . _ ..'" ._ '"-... T1 2-3- 3�-0 3-9 4• 5� S-A 6 8 7' 1 8 Or - - dw soon in adomen b two vaiaes OreMaatsd In*0 tial f)e 10 the right. � 1� 33 3-4 9 4•$- „-3 5 � 1 Our E, _�• - 1.9 a _ _ Engineering APPROVED Tl 1 � , ' _ 'F3- •� -71 4� � 8-0 � g3 11',1 fJtR iA101r-Eeaspdortl Ala*We else may be peoisable,thaw,gh apes/&/ Irnt)uf . - . 1 1• ?_�a ..3-3 i4-0 4-�_-_��-8_ ;) -�1-0 T1 .$ DepBr"1n1eRt� 0- NOT !talo! nest VA leas Joist within Doerr Inc hse of the/ aaglipart oentlierillnie, otherwise a two i-0 2-9 4,3 5-3 8-0 6-9 7.6 �� 10-9 12-2-1' Ph. �D�" �t4�� J U� J �J� lea%Ar',e seam be Dui in the Saab snytwhes . Tei! TOP AND DOTTOM FILA111 S ARE NEVER To � 2 3�- 4. �_.�._� � 7-0-_�- 7--$- - i 1:0 , ;`_Q_/ ------- ft CM I%*suss gtvsn In the table are holo obwo mat duet oft*. -•.. _ _a_ _�_ -+ _ TDO a !b� �-b •$- 3 9 4 5-0_�-�-3 � /-0 � t�-9 1 i=3 _i3.3_i I,.,v U(� �'��° TRUS .101SWRPOUTION T 1 _E` r.._�.3 -�- 1 - 1 t g i'3T I _ _ 1 -. _._. _i rt.�.__ _.._ PRODUCflu " ORDER NO. _._ .- DRAWN CHECKED RE1lISE0 ■9 8Y DATE BY DATE By DATE SHT, OF WA TJI JOIST INSTALLATION INFORMATION RNING n Dlornlos from itof Support In Fest and incttos b q. of Morns 61,03 1 -- NO tr I� I I I � I I I I I I I l_ . •I I . --� E I � f I I i i , NOTE ,. IF THIS MICROFILMED DAWING IS LESS CLEAR THAN -` - - -- -- - -- /�� THIS NOTICE , IT IS DUE TO _ THE QUALITY OF THE OR):G INAL _1 _-- -�- DRAW ING. EgZ LZ Z R Z Z SZ 6Z Z Z TZ 1 i t Lt i 5 _ i EI t II i 6 ig L y TRUS JOST 0� OOR�ORATHM THINK SAFETY — READ INSTALLATION INSTRUCTIONS BEFORE PROCEEDING F Mo. ��D (2 ) �4 ; Ty t3E1JD �o- o' f Only. 'AIIIr OIraM *Now Met M1 1 tee. A".:Xi 5AY lel 1&" ,101`.1f PIK,E,MEN'P ,. I 1DETNL TYPICAL lit s%;i 1 ^ ovi S[' g k E.B SYI F E W EIR IqY MISK FI t1.LJ I N STALL EY MFR PYo►uF.l. .�.. EA. 510e OF J OI 6T 8 d WA L ij r 3IF M ' 66 *14/ + 1 >1s M.� rwir.r+w�ww�Mr M� n, , O _ � y 1 SJ�vc PSS 1 ,y�P6 HAW(Aeg BY M 1=K W FFEA eK --:' \ \ , KOOMA .....r..�..+.w 44 ` qw X91► Ar 3l� S �1� ATL. STUD QD V A 4 1 1 _ A -R�00F FLAW---- APPROVED i - - JUL 91987 eA 2i FOR PRODUC110K eve i I to 111110 111111110% a,%. 4 .�.�...._._s_ q1 otsm to MEN um LIVE 140 ZVP Inst Fjc�lt�uCa PI_i _C7iN(a Dam LOAD !15 rsr �. MAIL tines: rrp, DRAWN DATE CHIMIID 111111,11"D111111,11"DCAMP No. Ar IT OAtt 8t DATE DAA Z3,r7 , 96 7 i-I, 1:>1 71.E87. t. ore SIS >>4-I4-83 ` .•.. - - i .V'"' -�.- t„..�. every . .,,..... µ' i ,�-,i, :1., . v a _ ,yl�'�..,i ,,� x-. w ��,..�.,. ^"4«"'. ,..,,.:�i:!!" - ♦ , IIIIII III III i � iii �I III ISI III III I � i •r I �IIf III III III I�I IIS iii i � I ` i � I III � i , I I iii iii iii � � i IIS IIS IIS i i i i I i iii iii Il. 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