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16920 SW 72ND AVENUE-3 i . r $l+°RG5YAHLER ENGINEERINu SYSTEMS Joe 7 6-U--L/_ _._..— X,_'�G -9 �i 1 --.--_-- _ - ....__fr- -0 f-/ -----------____------- ►as�- 9' ¢'�--------' ._._. .._ SHEET No. D 2 y LURGSTAHLER ENGINEERING SYSTEMS BURGSTAHLER ENGINEERING SYSTEMS BURGSTAHLER ENGINEERING SYSTEMS STRUCTURAL ENGINEERS -- °F— - STRUCTURAL ENGINEERS SHfE1►aT—� -- t— �— _ STRUCTURAL ENGINEERS SHEET NO- --- I - of-.__� ____ STRtfCTURAI r"^INFERS &LEFT NO..._. .1 - OF' _ -- w lege 320 S.W. Stark St. /t� 10 f-ldI' L 320 S.W. Stark St. �(lvb 320 S.W. Stark St. /i/v'.� 320 S.W. Stark St. /I 4'.4 ,_ DATE ¢'�y-44 PORTLAND, OREGON 97204 LAICUlaTE06Y�___ DATE CALCULAlEndY. _- DIATE_ ¢LQ-1 -- CALCULATED BY---_-._--__`-_ DAT11__r-rQ_�� ` GJLXNh1EDBV_ -- PORTLAfJD, OREGON 97204 Pc3R l LAND, OREGOk 97204 PJRTLANO, OREGON 9I�Q4 (503) 228-6841 CHECKED BY DATE_. __ (503) 228-6842 cHECKeD dv_ (503) 228.6841 CHECKED dY - -,__-_�-.______ PATI - -`--'-"-'-" -.—__. -- DATE _ _ (501) 228.61841 CHE(:YCEDdY � OAT@ SCALE_ - - - -:_ — — sc.,l r -- SCALE t r ! a t i , 1 � � ' Q _r.. i __� .. _«_.. ..._._ ' " i .....r ... I ._.... _._. ..... . .... . . /elr,1AJ I r , i 1 - I I 1 ' i 1._ I �� I : �t I. I .1 t h • ;.... r .. r .... ..I _. I �LrM . ... I ], I ... I. i ,..... .. ......., N- . _ ' G ++ I r� i CA� ( L ' 1 ' i �� I t L �� I I i I . , ! _._.1____.. _ QO FAMihIG CULA 'LO� s e uy , �r, sir r 1 r 1 __ __ ,fir } _ _ _ — _ . ._ .... , 1 I 1 T { L `� �0 t 3/Z IE' i,c'� _`:: G ._ ._. . i_«. }. K' �`�f 9,3' X+ 9r" �. r.. J...._ f.-_. _r.._;. ��'` 'i '" -r. 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AM -- -- -_... ..-. ,. -_ �`aV1 _ BURGSTAHLER ENGINEERING SYSTEMS .toed- v¢l----------- BURGSTAHLER ENGINEERING SYSTEMS ,oe 9G- �l --` '"'e- � BURGSTAHLER ENGINEERING SYSTEMS - ------ URGSTAHLER ENGINEERING SYSTEMS -- ------�---�-- 8►,EETNo____ ----------__-_�6' /�' STRUC'1'URA . ENGINEERS _L_Z- STRUCTURAL ENGINEERS �____ of _ SHEET NO _ STRUCTURAL ENGINEERS SHEtTNO-- �"EEr"r'--- -- STRUCTURAL ENGINEERS --/-�� _ --- - -� -�-�-----�-- 320 S.W. Stark St. ,( � 320 S.W. Stark St. v_3� 3A S.W. Stark St. —zt/ „d DArEf�/-O` PORiLAND, OREGON 97204 CALCUTAIEOBY_—_ -/ - DATE-Y 0-� 320 S.W. Stark St.� PORTLAND, OREGON 97204 ��ATEU BY__-_ ._ PO{t 1 SAND, OREGON 97204 C+LCuuTEp BY_ /t•�l�itS ELATE——��D--,4d__- PORTLAND, OREGON 97204 CALCuuTEp BY_ �vB DATE-..__,.�•_-�_�^.__ _ (503) 228.6841 CHECKEDBY-- _,_-_ DATE -__-_ (FU3) 228.6841 CHECKEQ8Y__._ - (503) 228.6841 CHECKEDBv ------ ---__ DATE -"�-- �tE----- (�u3) 228.6841 GHECKEUBY __.� _ GATE SCALL.--_ SCALE__ --- -.-. 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USE ISL ���/,k S�2 �r X /`S/j 64c 10L I �e x /SK 16920 SW 72nd Ave 16920 SW 72nd Ave f.x 16920 SW 72nd Ave � � BLP BUP 96-0283 96-0283 - "—'—'-' BUP 96-0283 ----- 29 of 43 30 0143 31 of 43 t7i001Itm1f NOfFlC77M4,rM1r 7►r4bl1!71I►.,:4,1� .k Gar u'n 01411 to ONu NOMI RMI NMF r YMmm Pwnrtm,1(3.0u.."1int 11MM.A/_JOkO.b.M-0r/1i 1.0104:rMVW 101t,Vr IAMM1710 . ON*N*9.+0 MVI =.k W."11411 F.Iln4 N.7M td1IMt1�malo � —� __,._—.__..,—......— - -� ---- IF THIS NOTICE APPEARS CLEARER THAN THE T 9 1098 ' COCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICItOTIL>llfl�ll 1. r1,il�I�i�I 'iolilrl+iill �lil�l�{il�l� riililjifllit illiiliiilillt fly"I1111 11l� IP1110 11qipp't11 11IM1111f � 1p1111'j11�F1,� +!.ggi11VI X11111111111• J 9111iiiihiii iiahk indili nol IIIIu! Iniln 11 nlln nirrl lillul I(IN Illsiu ideal illiN,1 it tlt ani 4inl . 1 I 1 v 4 kr 5` >t EIND&T N NOBS: U FOOTING SYMBOI, FOR SIZE SEE SCHEDULE. F DETAIL No. ` 7 � �,;,� �.✓ �..i � DET SHEET No. SYMBOL 1. FOR DIMENSIONS AND CONDITIONS NOT SHOWN SEE ARCH L CMOS. ANU VERIFY IN nEw. 2. SEE STRUCTURAL GENERAL NOTES IN SHEET '15Y.-i. 3. FOR FLOOR DEPRESSIONS. CURBS. UNDCFAO•'JR t -- -- --- - - —_-- ---,� - - --- ---,�► Dlx�rsETC.., CONDUITS, E ., SLE ARCHITECTURAL. ' I -- - MECHAN1CAl., PLUMBING AND ELECTRICAL DWGS. L la►•r' IIS__ l�3'—_ _.3•g �r.d _ _ _ -�.._- rr-� _ a�♦' ! _ 70 -- ----- ' 4 $E IF�CN L DV GS NISH FLOOR FLEYATION, SLOPE, DRAINS, 5. CT.J. DENOTES CONTROL JOINT ! ' I C.J. DENOTES CONSTRUCTION JOINT I I I A 1YFICAL DETAILS KT SHOWN, SEE SHEET ST-I. � I 1 j ! ; ; ; I �• I I NOTES 2007A.UWG S3 -- Fon SloEVAUX TYP. TYP. 3111 7CHEMAJE 'V_ 8A 15 r,P 3- 6 TYP. STI STI STI F C 5 FOOTING .SCHEDULE �, — — — — — — — — F-- — — ---1 ---- - - W..'QK K, (8) REMARKS --j � SIZE TH REINF REMAR b 2 j — 02 I t—S-0 Q. I x' s-0 Lw. (a) IL I 1 22 - 7-D• r A•--c I Y ►-�Tai G }' 4 8 ( L� I'-r w" cow. I-" /b — 1, ` , ( r 2- cart. tas V--w so. Ir 4-/4 E.w. (s) — n r 9EYOND AIIC(L I! /4 0 r>r ac LIL lrF o 5} /41p, IS j o Q0, ^ i 4A � i b 2 � i' I i II SCHEDULE 2 20028.DWV SLAB' SCHEDULEOb � f I 1 AREA THK. REINF. SUfff3ASt REMARKS ` �! � i ' S'1•I sTI STI STI (PSI) �I A VAPOR RVAWK ," wwmaRANE oN s ��• Itr o.C. -- -- - ir- ---- sm 4x)00 PSI I�p� • GI &L OR ORAIN.7+D 20'-Cr '�►` � � I iiZ a�xc I - — Roc: + -� _( ,�- ____--._. I 4I • 12' 0-c- Y oI L"W rc Frp+ 20'-0" P WAY • 14 I ---- --- ---- fc- 4000 WD--SLAB SAND i i i I 4A �' i I EX EMOR 4" &a - 10x10 r of IREE 15' �! W.W.F. At OR fc- 3000 r� STI \4 I I S"ALK � M� r UPAPOO GRAAl. SEE ARCH L U�\J { I I J -- -- -- r - - ---* --- - �/ t / FX�e WAY • �� I I ' SAD fc 3000 raD-SLAB ADDITIONAL PREPARING �) SEE SOIL REPORT FOR ADD 0 i I I FOR WET h DRY SEA-SOM. STI FOR EXPANSION JOINT LOC. FM I SCHEDULE o J I I 2005B.DWG c I Irl � I , . 3 FOR EXPANSION STl JOINT LOC. j r4M-4dR •-c� �, t r R I i I I 13 14 I �i FOR CAP BL K. SEE ARCH'L n STI ST7 i I !J2 8" CMU WALL - 3� _ v STI — - - '— - SOLID GROUT W/ L a•" O 24" O.C. �► � 4 r --_� I z CURB CONC. 5l/1ti, SEE Pu;� r'� i _ I z FOR SUB-BASE do REINF. w V O = 4 O CONT. REFlAR o %.� 3 '6 �- - (#5 TYP. U.N.O.) o: _ r -- - - - � z BEND ALT. BARS O cv - i I I 4- i i I STI O7 SEE ARCH'L FOR UJ ® i I I i FINISH GRADE OR PAVING CL -7 ;5A) ( 4 rE_?•_ O 24" O.C. \ - i SLAB OCCURS) LA w I4 ICr �/ SEE PIAN-- I'-9 U.N.O. p CITY OF T7�AR0 ► � TYP. TYP. TYP. I Coned lono!N AWovod....................................... •� 4 15 I For only Wo � � �If,: FENCE WALL DETAIL 1� � STI STI STI PERF IT A .. n.•. ••y ---- � 2127.DWG U �. 1 Go*lottslto:Fn!!ow. •.• ••l1 LLI r, �. \ — Attach ................................... ..•...( is — — T -- — — — -- — — — — — — — F -- — — — — — - ---- Job/IddrJao: - _ � (� ``� u - - 1 ( SEE ARCH'I_ O ORNER VICTYP G5Aj' •-..w••. �Dats' tFOR CAF' BLK1� 8"' CMU WALL = 2 1 pro f —._ _ ---/- -I- - SOLID GROUT W/ - - 5 O 24" O.C. (V) do AAPR'�VE)PLANS MIST BE ON JOB SITE 4 O a2" O.C. H W, � DATE o �3 #4 r 1 24" • 24" O.C. yr _ s CONC. SLAB. SEE PLOW v_i� JOB Na o FOR SUB-BASE & REINF. �5 CONT RERAR oc 4 z r- ---Q PL(7T DATE (#5 TYP. U.N.O.) o. S,� -—-� 4-17-ft — - - POT 9CALE O6 BEND ALT. BARS +C'4 CONC. CURB W/ 1}4 i AAVM BY- CONT Y +, ) CONT (TYP. U.N. SH O. sl TITLE r-OUNpATION PLAN 18920 SW 72nd Ave SEE PLAN BUP 960283 1' U.N.O. r � s 32 of 41 r� r FOUNDATION PLAN � �c�E .� FENCE WALL DETAIL � •� , ou D 3/32 =1 —0 A 2132.DWG I IF THIS NOTICE APPEARS CLEARER THAN THF. o�e► �p DOC'UMEN7'.THE DOCUMENT IS OF MARGINAL QURLI'I Y. MICROFILMED OF i ML'D f i i 9 d 4 •y, I • ,. ... ._-....._...... .. ..,. ......._.-. .......-.. wwr.rra.w+......_,ww-.a...,w-._....-:...-:..._...•...rrrr.. -r +.r....•.`._ - .r-- -r... -.. -....ra -..... ...-. __- .ter-.a..-...r_...-.-....._ .._..-.... .. -- ._.-.-.......__ti..-r--.._ _-. .-_ ._ - , - %T'n.. r ...- wT r7 t-'/, - .A.. - ..,,.....,.r,_. -.ii. n ' V• F% •..,.... .P.. .M.' •n ^. K s . - ._yw' .t.s..-•"./.. -^ �Rw:.•',�-••...�'�-^ qr. •Y"' ••p. r n• .. -. --a«.. r' -t1.• ...• Y::"- 'xxa >w a,.ry.:+.W`•tr+r.••1• •x-•s+ -[J. •n- '..r VVr ., - . . a""' aM' �.. ,•. _1� .a. --,*p' -.T' :4 �, `ti'A,r•�µ' .�.•"�'� '„Zi-:'i?!• .. -...t'- ..:af. :.7. .•+F . . -+rs: ....,•rr yr•.r r'.•, •.. •.;r .. . , t•• r[ •t•. , ,F �°•Y•- � - .� _-�®r"'.A... .. .r. ,. ii• ..0.`T'-'` - qtr' ". 11��,•�+ ... �t.'�Lr r fw11mKm I. OI IE BEAM SPLICE & CCS 3• r� 13• �:/ II" FUR COW. BEAM � 3 1/4' THK. SIDE PLATES I I' �I I I/a'Ap 1 1/4• ROOF FRAMING NOTES: 0 F . 4 S/er THK.x WIDTH OF - BEAM I I/Y BFARING PL 51al COLUMN SEE. PWI _ + + 0 . .----DETAIL Nm 46 G1.ULAM BEAM/WOOO BEAM 0 --SHEET No. ROOF BEAM SYIfBOI_ - SEE PLAN ' - �'' �► 3 C G ULAM BEAM CAMBER � n / 1. FOR ROUE' ELEVATION. SLOPES, WAU HE frS. F 4 Q � OPENINGS. ETC.. SEE ARC`H'L Pl1WS AND 2. SEE STRUCTURAL GENFJtAL NOES ON SHEET ST-1. 3. FOR MECHANICAL E03lWMEM LOCATION. SIZE. `.( x/18• N]PBIIMIGS, ETC.. SEE ARCWL AND MECH'L PLANS. 4. FDR DIMENSION AND CONDI110NS wro SHOWN, J 2 3 4 5 16 -� SEF ARCH'I. MECH#L AND A/C DRAWINGS. AND j \J - VERIFY IM FIELD. 3/1 5. TYP. DETALS NOT SHOWN. STE SPiEEET S72, ST3, LTC. I'A )�_ 2 ( B )® MI SPAN r. A ----- - ----- ---------_ � off. _ -�— ----- -- HARDWARE NOT TD PROJECT INTO FTNISM NPo y�►o. BEAM TO STEEL COLUMN CONN. NOTES 1 4202.0WG 1806A.DWG mm cot- SEE 7r I i TYP. TYP. ' 8 DGIHr03 TYP" PLAN OR SCHED. � , - ��� 58 I i FOR SIZE O LDC. r .r j ( ' - I 7 e a 3 �— I i - _ I sT� srz sti 2 ST2 Tao/ Sir&�i wF1DED 1 +' 1 -! s i S 1/81 .:15• ! ( ; CON CHORD t rw O3 3/16" BENT U-PL. - A --A.- ----- — - - - - - -- -- _ - - - --- - - -�- -- — w� 2-3�4•. M.B JOIST SCHEDULE � -� r _ _ ---- ♦t 1 T BEAM I - � 1 1 -x -.� �:TI.1 i I I ., i J-2 1 --1 4-2 1 1 J-3 r SEE PLAN y ( SIZE REMARKS i rF I rah +`��- I- �[ -�-- 26K (315\175) TYPICAL .4W JOIST U.N.Q. I 68 _ c - - - - I I I t- ♦ ( " ,yip'': _-��. J 2 24K (315\17S) .� - -DO -DO- -00 -DO DO » . � ._. � -! ` - b -3 22K (313\175) r� 1, AODRIONAL LOAD. MECH. EQUIPMENT. ARE ADOMONAL TO THE ABOVE JOIST. 1 1 ik \ - i i I I ; I ! it -DQ- --00- ' -DO- ' -DO- i -DO I I I f .- 68 7 cr t 700# m / I ` -DO- ''� -DO- -DO- �' -DO- _ _00- Sf2 I -00- -DO- -DO--__ _ -DO- -DO- 1 i 1 STz WOOD BEAM TO STEEL COL. CONN. SCHEDULE 0 -DO- -DO- -DO.- -DO- -DO- 4214.OWG 19MDMIG � 8 I - --- • _ • • - � • _ _ _ __ - 700# - -�— --Gl i -Do- -Do- -co- -Do- JOIS a GIRDER SCHEDULE I j K SI': REMARKS = ' - -DO- -DO- -oo- -oo- �I `I 1 2�--1 1 3eG7N s.SK 1 I/2 3- -1 I/r 2 36G6N 1O.OK +1 L - - - - - ( I r I ' I I i' -DO- r4 I 3 36G7N 9.SK . I 4 D0 DO-- _� -DO I i. , 1 I �il I ' --- -DO- -DO- 0 1/4- _Ll PLATE i l ST2 I� i I i :, 2 3/4 4 x12• LG. I 4 36G61'1 lO.OK _ ` r- 1 c! 1 i Ij I rid tl tll i I i O - s j I DEFORMED BAR i AWWING BY ARCH. —jr � 11 I t � (t+f 1 �I� �,, � ___ _ �2 Gt.B SEE PLAN I 36GSN 10.1,E I i _ -DQ- .- -Da- I ,Ism -DO- -DO- - I - 6 36G6k 1o.olc � � I �• � 1 .1I I „y� ` Q e" CMU WALL I + + 4 a ..__.. ,fir- sA -71 —— ——— i I f I iii I( ; j+I ! I TYP. �4 HEADER BEAM. + + t I` I t1 I r 1I SEE PLAN FOR SIZE - a j 1 -DO- C3x t 3 - -DO- -00-. I I .1 if..i�f I -Do- � — t L - - TYP. - I i f t 1 1 ; �- --- I OS ! 4 WEB PLATE w/ ! u 11� tl I� I Vl�' SEAT PLATE M /y� © 2-5/tr. M.B. (c.s.) ,Ji�, C _.— �.- - -DO- — I I JJJ[[1\ M'«' MDQ- 111 I �I t) -DQ- - -lL.-- - ��T, r .Y� I -.-�..- V'—_'_ V I • x VDo- • �I, (y l � • • I V 1 77WA1/2 x S WIDE I s c - ..w - - I WELD STUD 1. ADDITIONAL LOAD, MECH. EQUIPMENT, ARE ADDITICK& TO THE ABOVE JOIST. -DO- -DO- Do- t c - - 18 t /3 TIES • 8' A.C. ST2 1100f i O 2-¢6 JAMB U.N.O. 0 � -DO- �_ _ -DO- -� --DO- -00- - 1 ,9 TYP. — - --- --�, SCHEDULE a 1 sr2 1 a � 19036.oR1Ki .=. 4 A -00- -DO- `` _ -DO- �` -DO-- -Do- - t4 i '2 \ ST 2 3 2 i 1 ST2 r ST2 `= f I STI -DO- -DO- -fA - -DO- e I I - p — -- -------- -DO- - • -DO- • -DO- • V -DO- - - _ --� — —�- I ----�6 '� - z ST2 Wus? �, -DO-- -Do- -DO- --DO-- r _ j , -- -- ---- - S ! -- cc 1 I -Do- -DO- - -DO- -DO- ! L_ -- — -- I — --- 'Y I ' ROOF WELDING SCHEDULE __.! z i -00- -DO- -Do- -D9- 1 I Ac _ 4 I ( - AREA SHEAR - SUPPORT SIDE uj �,i - - - - -S wgr STS _ 1 DO 00 - -DO- -00- I 530 PLF Ex SRFTTB.P. • 2� O.C. � � D I _ _-, .�— EA. FLUE) � (� Q -DO- -DO- -DO- -DO- I - ROOR OVER ROD INSULATICN ON 1 1/2•x 2OGA. GALVANIZED HSB-36 DECK, -1 f, ' J-2 - _ J-2 - J-2 BM TO MASONRY CONN. 4 - -=:am SCHEDULE r ! I 2722.DIWG/R Q 19068.OWG I I STZ v 5T2 ST2 CO CHORT O FOR FINISH, SEE •kCH'L -- - - - - _.- I TYP. TYP. O TYP. TYP. I �2 METAL DECK. SEE PLAN r aro � BRIDGING ( FOR SIZE & REINF. / O K--JOIST. SEL PLAT �,f FOR SIZE_ & LOC. �, ,.� . 4� L4x4x3/8 BRACE • c� - DATE: EA. TRUSS OF 8'-Cr Q.C. MAX. �\ \ -- O L3x5x3/'8 x 1 x LNG, 3 .IUB Na 121 W/ 2-3/4'. A.B. TD WALL PLUT ATI � O 1-1'. M.B. TIJ BRACE - r 0 L.8x8x3/8 W/ 3/4'0 EPDXY ANCHOR • 16• O.C. ROT 9CALE (1(r EMBED. INTO CMU) 1/0. Psi O AINNING. SEE ARCH'L DRAVM B'Y:08 r CMU L'NTEL W/ / BFIEEi'TTT1.E 4-/6 • 8' Q.G. `9 8' rMU WALL. SEE PLAN �_. - _ % ROOF MINS 10 L5x3x3/8 BETWEEN TRUSSES \ W/ 1-1'o M.B. TD BRACE FILM >19iEET N0� 1690 SW 72nd Ave 1 k7UP 98.0783 i • I", C�= 1 B i \ S= 2 33 of r3 - l!'► SCALE ROOF FRAMING PLAN 3/3T=i._Q» �, SECTION 0 AWNING IF THIS NOTICE APPEARS CLEARER THAN TIIF. W_)CUMF.NT.THR DOCL'MR.NT IS Or MARGINAL QUALITY, MICROFILMED r f 4 r , . e Oji.. _... ..� .:. . . :.' .' i .. ...,, :•t •r n: } 1� , _ .... .— . — •�.,ew. •T..r. ..-- .+ .,wry +rr ,,...,r—'-- _ w'!Ww - a _ t _.,. - .; .. .--.•....-.,•>••.-... __. .... _.„ .._»�.-,,. -...•;w•-,.v..,.,y,.. .��_, mere-- '+rl _ .. _. - _ .. .• .. _ . - o .. _ - sae• ' ,b .,.r ,•.�.. ..... •,fist/r..,--...«.... -•+s�•-»'n,R.�.r�^•.•«.: _, ..,... ..- -......w..-._ � _, .•....•.K.r• •'.s - -_ ...._ - . ... - ' .. .. . + 7 c. • i r ■■■� f (a fOhXRW L. �I1 SEE , ® NEAR SEE PLM RV %ZE CMAAM SEE PWM FOR SaL © COwICR£TE SL!• SEE PLAN t SCM L 1 o(*O ftTE F'OMNG SEE PLAN SCW L Q C�-IRTQmE =iw SFE PI _ U Va nAsHm SIEE ARCWL r L 7 Q &MGM .sFE PLAN TRUSS JOW. SM PLON FOR SIZE AI SEE AI W L• FOR FURRING .. 00 1J•I ( � Cowivi.TE e" w/ • �— -� To. � C2 • MI" o.C. 1 CD Ir TOP 3 _ CONCRETE Com w/ 1-44 COlii Lilo Li / ®B' as WALL MCL rr/ 9 • ►e' Eta N! "s ! #5 s 37 tf C. �H) RIN i Q CMC'RM X1.1( SEE.AACIf L MR FII �✓ 3a, lIA_M P/T W 5/T0 AB. • 3'2' f2C. 7-0 Comr 010) BRICK VENEEI? \'�� vV #,w r- • :�� p.G r..'. �� SEF_ ARW L—..\\ �\ Jr CMU INTEL_ wa' 4--#6 (H) O W O.C.12L 21 3 TD.KA60Wf I --� 1 4^yf1 O SCOW$ TTP. U.N.V. • �. __ -- . 1 I/•►xb'x1L9QA M7L STUO IaC O.C. 3/&wx1 RCA MIL mo • I r O.r. It a 3/6o W d 8611 MIL MD O 1 a O.C_ _ ---� - 1x1 WA BRACE ( ---- .. 4- 10 SCREW FJl E?!0 40 O.C. w/ �✓ --� (� wTt OEJCet SLY PLAN FUR SIZE & ONlEX;T106/ I-#t O saww EA SATE EA STUD Low �"] ) I Sm4 TRACK w/ 5/frd A.B.'S O 3r O.G (� 18CA WrL ERIC G 12P311. UNPUIICHED DMO, LW MIL. ?RACK TIFF. 4"x if x. I(LCA. PLO 44' !L.161.0, � t� d✓ L3xUVD MkC'E w/ 1"0 M.R. TO ANGLE Lft5Wgx i ZLA w/ 2—V4'0 A.B. \ C3 3/8J 41 f )) PLAN FOR LAC. f � i�:lx6at/� BRACE. SEE , l-13 T54�Bid/4 3"xf 8CA METAL DECK SEE AAWL PDR FM TW.�-- � � � � 2 1/Z'"xl llrx1/Q" COKE BDff PL E . Pi LYS — � � 1 •SOMI IOa 8r !/2 PL w/ J/4"• AB. E:S. W „r1 50.MAI ® Cllxl 3 LIR TURK CHANNEL FURRING EL 117-0" PRECAST COLUMN, l I '1 STT / f ----,—`'�'' E SEE ARW L { ; _J 2x4 09 1 fr QC. (� FRECAST COLUMN, (D I ' SEE NICN'L — ( ` i < { r y y 2a1 o O 1 r D.C. 2x12 • 16" OX- 2),a T �' SKEWED 2xe wcE • 4r O.C. w/4-i ed EA E'1�0 � y t.'1J155 ONE. RVx>F 9iEA13+Mir SEE PLAN 3i 3" SEE Al"L--- j t 3/B• Plypo w/ 5d • MW2 + i. {%r PCYMIO w/ 10d O 6:12 �. i 49 2-2ac CONT PIATE: 1 j 4 I 0 7, COW PLATE IN/ i 6d • e O.G• UNO T —GULSS UNE. (p 2x WNT PUTS w/ s/e"+r ABL • 24' O.0 I SEE ARCN'L i ___ —_� Cod v 0 2x %X Gco a BLX'c 1 j/ `�' I (#2x ME LEDGER w/ 3-1 Od O 1 r O.C. � ' _ TD.R17ESTAi • ?+ O.C. 11110 ° � ♦ 3>s PL Ik/ �VR+c!Y' LAG 9ClEEw � �� CA111"� ' MW-Aft "Il HANGER H2.5 K11 SME Ell STUIa dW-4+ 71.21 a.opo►' 1 � r I 8 AM _ -- PlJ)T[k►Te .. sTr2 • 41r MC. PLOY SCALE-- 1/2% (SB.K. w/ MrO & A35 e It O.C. DRAWN BY a -- �....J_ ST9 EA SUE 04-16d IYP. U.N.O. SEE PLAN SEE PIMA SEE__♦ ®e-1 se O EA STUD 51 GTIONS M PLNI � NO► . 0 2, C70pr LEDGER 'M/ 2-1 Ad d► 16 B _ i —Cly QIG. SCAIE SCALE LEGEND 1(3920 U, ,,,,A CANOPY SECTION CANn �Sr .............................. I; 121 0, (34,4 4 IF THIS NOTICE APPEARS CLEARER THAN 1•NF. wj 9 pOCUMRNT,Tiff DOCUMENT IS OF MARGINAL Qo'ALITY• MICROFILMED .tsy IC4a.W �'�:..tl�fY"rlsae• a .'F ••- 1 _ _ ',;�. , J ! \ \ L Lel Vol c ri L in f Q id r w ° Gi T �Itr cir 10 Ed [71 UN-% dne any PUZ1 MS OZ691 J IF THIS NOTICE APPEARS CLEARED THAN TIME �g�$ DOCUMENT, THE DOCUMENT IS OF 10:�,RGINAL QUALITY. OCT 9 _ MICROFILMED, . . UAW Will. ,Ulu ujjllu�1111"INTH1,11-111,411i,116,111TIo. - #-4"* ...rs -_„• .... ... .- ...a+-. ..._ - .. ..i _.a .. t'♦ •. ....�• •� •v.!'v..s. • ,i �.... -._.e. .LS'�..• i -. s. - .ar.a-. r..� _ .. .s..�..A w .. ,a www «.. `s+ as ... I a.. .... .• MU z. . . ..• . ....,_.._.. OVER ;ZPOLY I/�" R16'ID, R-3U *0GYANI�R,ATE DATION &yr. W. ROOF CCK I FR 1%, , , ''`cr• ( MORATIVE'cam e!yo�o Efl BEMNO BRICK VAR 21� CU. •MIETAL PLASHW I W MOO 8 SPLIT F . . . • ; ACW GNB � 1,J4" HOW SHM AW GOVT• IEIANT Alf6 BR CK V BOTH E � 2� ALUM. STOR'V tT BE` ow U MCK FAC Q6 PARAPET Wk,-E, `M 5TR4r• [4]_ �cTERiOR FINISH - - - _ _.. - 11E PL�"�i�1OR LATH a Pt„AS,,� OVEN . . �'. Mfr PITCH POCKETSES DETAIL P_.ASTER .GOA MAD �. CPU" JOIST . ' � . � . sEE s•rRUGTVRAL. -- -- -- - - , � cm' vtIr 5CRUD, �. Imo. ��'.v. EGIc PAINT To METAL ' ' MATGN aD.�. SURFAGE R-°4 RIC71D INgA_AT10N ! I I CESS PANEL,H T'W LOOK, i SEE MTAJL r1/A-4• G 1 t i 314" PL's GATS K` . VBI:M SM �L q� } - (FIR ' RETARDAl '`pE,g1 ) 6l. & C0NMWLA% ! • ;.r ; . t ; r SIDE -�G MATCA I� So i. G,�PfN6 5ce SmwT ABOVE REUXT TO GOpWv E SATr 7/4W.HAT 0.2'-0" V:8.'tf, S S►. T :a . XV4 AW 8A4#QM RM E F ' 14'XIO" � � X 4 (PLAT) W RI61 - • � N51AON P�4 1/2" �►ALY. METALI M NS, 9!E5PE4 - 5• VINT SGREEC>. 0" yam. FAINT TO M'ATGH - �� ROOF w c.4VM .,,, EXTERIOR FIN15N 17 VENT �..,� • NOT T® SCALE ,. r I 16920 SW 72nd Ave BUP 96-0283 36 of 43 16920 SW 72nd Ave t BUP 96-0283 37 of 43 IF THIS NOTICE APPEARS CLEARER THAN THE WT 9 1,998 DOCUPvIFNT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILA IED I P- 11111 1111011111111 1 :,,, .. .,. .... .,: .. , r•. ._, ... MKT ^•e 'M ia+ _ V�».,. , ml I .. •r-•�*S •�".. ... ,. .. 4 p:. fk_ V i - _ - __ "_wr.s^_n•.,,__...wr_.• r...-r.,YY.•w.r...r-.r:+�.n.,_-._._.__._.r.._.....-r+_.. ..._ _._-_ _ -_,_........ _. _.._. - --- - .-..-+Fnw•+...wn_•...V.._._.. -v.._Ml.�r�.w.'_^'nr._..r-_,ver.-�--.r_a_.�...i.._....... ... ...w_w.wr..++."w_ ...r�r-..._w._r - - r......_.. __+..... - - r_.+,__wrlwa.r..rrMr,rr __ __ r", - _ _ _ _ __ _- «..r.._w• r _r_ __ -wr•+•_•+._- .err wr.r.- - - - I r • A , t,. 1 2. 3 4 • gaol► PRAMIMG WYM Mnmenclaturs on Roof Framing (Plans: !. Root sheathing shall be 5/8" (19/31`) oriented strand board. APA RA'!'fsD !i+•'; /MBAIMIlma BRP 1, 40/14 span rating. Install with the law dimessias 32'-0w '-O" z9'-Oy (19'-7 1/20) , cote. donates top at ledger or toy of beam elevation or strength axis parallel to supports. stagger- side Joints, as shows �1 above tap of concrete slab. as pleme. Allow 1/8' apscisg at panel. ends and edges. Provide edge oto. denotes Deas bears support blocking. Provide nailing as noted below. bearing elevation atx,va i�)p a! / e concrete slab. nailing at Roof Sheathing: f ✓ 3� ZOr^. , 4� 30 ( , ��� 39 T, / r , aJ , , r� 10d anmlroo at V o-c- at all edges u) ( .3/jt J4 -y //" t 1d-ri/L (/8"3� � �A ��oCG �' a. All 12esign and cunstiruction small be in strict cxrntarnanco with the lod common at 11' o.c. field nailing V. 3!,t" 14s5 Uniform building Code and the Oregon Structural Specialty rode. iod common at 30 o.c. perimeter or boundary nailing /4 -` - 3. Design Live Loads: 10. Glue laminated bending members shall have stress grade of combination • ' -P T 4x e ry I =Q - symbolZRY-v9 DI"/DP at simple s i •♦ pans, and a8P-V8 1JP/DP for castilevored � A __ ►. ,c OD Roor basic Snow Load ------------ 15 PSP + Gritting L members. All simples beams shall have rwtandard (1.000 ft. radius) ll- 1If1 ar x ZqL �L 3r/a 2� GL 3'/s x 2'V `*I ;rL ,Z�ii,: Z 4�- Z%z x 11'�z clamber for spens over 10 toot, unless noted. Adhesive shall be for co ,» ____ _ N1 .- �__ ..___ + _-•- _ Mind 7lasic_ Mind Spa ed ----------- 80 mph Exposure 9 wet ues. fabrication shall be by an A.1TC licensed fabricator and in d _ Y ^/ 2yi '� m eosf%waance with ANSI A190.1-1991. AITC certificates of isspectioa } 811 A i. Z A.xZ4 L Z.ax Z♦ 4 x 2_# of 4. _/� A z/ is QL 2i,z x 19/r, soissic Lone -.__..__.------------------ 3 are required for all Neuters. All seebers shall be industrial grade p i "� with all edger eased, unless noted. - r 4 special Inspoctio , are required for the following: threaded anchor A 9'A 5A �' bolts in epoxy fiL_id holes per details 3/81, 4/81 a 5/51.. 11. All framing nails aero common nails, unless noted. Stagger nailing Z w n - � _ _ CjC =-�t %s- and/or halting as required to prevent splitting woo! members. Replace _� ��_.- fS• Grout and/or d,-ypack under bearing plates shall be non-shrink, non- split members. All bolts are 1.307 and wall have a cut washer at mut 0 -•--ion metallic with a minimum compressive strength in 18 days of `,,000 psi. end, """ J « G Iowl 19 - cc too 70 / 4.) Reinforcing bare shall be for�sed billet steel eonforsinq to AM A- 11, Pre-manufactured framing connectors shall be by Simpson Co. or � w L. /x A If h \_ ' 615, Grade 60. All reintordoment to be welded shall be ASTM A706 and approved equal. Connectors shall be attached to framing members with A shall conform to AMB D1.8. the maximum sine and number at nails or bolts, as specified by � A �.J ,,,� �•+ simpson, except as noted an drawings. Contractor to maintain current z f1r Q " 7. Spoxy anchored bolts in solid grouted sasonry shall be "all -thread' simpeon catalog an jobsite for. refereace. Hangers are as follows: V y� 2'h,< 2f bolts. Bpoxy anchored halts and Irebar in ac,ur.rate, shall be grouted (� O 13 V - with "HILTI C-100", "RAMBET/RRD HEM-EPCON CERAMIC 6" , "RAML POII, S_surted em .�. b"'fiar 8t z i 2,J' oN� `20'-3%Z��� J (/9�-7%u� '1 (•'<$' %%J (/�-j'�y N (!9'-r'''_YJ PART` epoxy grout or equal. Clean the drill hole tree of duet and all b- a` C �' 7O0s 4 other material with compressed air. Install as per manufacturers 1 x 6 P961N W A .� -- --- - p - A. Coy.. recommendations. 48 inch long anchor bolts at the HDSA hofdowne shall 1 x 11 U110 be all-thread type bolts with a nut at 8' o.e, along the length of the 8 x 1 P8611 i,• z'/Z„ 21 embeded portion. 8 x 11 MP 919 Ix a O o- GL 1 1/1 x H DLT 2_6 1t � 8- Lumber framing members shall conform to Lhe following grades and GL 3 1/8 X H HGLT 3.3 w »- 1 ~ >d kL.17-7 and shall be 8-dry, unless noted. GL 6/3/8 )t H HCA 7-7 Hinge • Q N � z;-✓,9P& �QPdJ M.ST71 -Ad 5B0. 2-✓B�dl ye Joists i Sub-purlins ------------------ Doug Fir -- No. 1 or btr J � (Zf ✓E�� 13. Pressure treated wood (noted as 'P.T.'3 shall b• treated in accordance 'Q � � ------------------------ >� 1.1 `.c !R beams i Ledger* Doug Pir -- No. 1 or btr _ with RMPA standards, by an AMPb licenrwwi treatment facilaty. ei ,�w ^l YYP. 4,//4C kn ,E ,a o (Free of heart center) 4 q ;c h q ( 11. Roof sheathing nailing to be inspected prior to covering. c' 0 4 ` Acs_ L/�J N \ X cb � M -3 �w = M J J .� uof ,� .� �v e► N®M. Jod �U 3 o,c. 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M C .t-S 7Z''Bcs l:k /�t3c,a� n eAVAA.,L• COU72W Z,6M cw t �e 4x it �[,Cy, " Sy1t.lD G"t *,bol R! 3 4C P/ee7YrL�t .�.77zo� w1'Yt So,L,lp t�' w/ 4110 7AC2 ,Aw IN o� A'�1t/-/AI TA14 R� J.V;�"fix, '' 4� T - N JrX G A/ (z4)-/01 Azo A s/� �t r /{AaPt, ------ rot e 3''�',�. ALI, "-_.. ,bot a s..c.� Alt XPoxY �,cZ' � (�°)- l6z ,_ Iff ,,� __ I CZLL fj fillrj�Ocl'7' - COMMI�N N. ?�+ �X� dtit� x _ 7 1AL 4 i M/N, « 'TOP V4/4J OAALIF + -'�' f16 N �s llxf tL�Cy SaIOV' 3 M .e 00, s l.fD1 yPt'rtr i !r _9 J ,�v sur ro►erAxc x ��x�w w., AES'0- _:� 7W )"L/AI * �O I�t+K i0 n r mid, : r N P.Y •fix/O L.AD4 tt 11!/ - y 'P,� fin„ x 12",c/? a.f'A. .S� F' P,X 4x w/ ,�lit �.ao�r Q�i1-d'et _ 4x4 JlLK�► -o at. T Atirf SpA.FCC M/,DWAV ,jfTAM( .PO,9441� ' ' I ,!!-/°,L ,�px $"x /,S" La -O a.t. ,CnC,♦7',E To Maorv�lr Q,E7uc ,�if[MIS, .tlffd'.t )'0 C)7.((i!{' _ �AOti+a�CTi ?66-041 AW49 2A(V eve--AW4hVs (,ae ff_dVDA 7T) J 1.44 /,1.Aw'iAr4s, • - , C A..L eac7s a"a e. -V ,y , ZA, r •w�I��IONe -J9-• � C) � �f �orX�"acs c+/� CULL -s7p►�j ,�p,l�-,ewc.ay t 'G- �►,crzv��t /t G �b G..•!'.1yf� S A. �. Qea�.T G ¢•>d�" ArA. sllo,1 Or 1A, Pvtz/N, s/AC w/ 7100 A14At.S •i_0414=141 wo �l f C,W a t1.. ,80A, ` oN.tY ro CP1Aa" Ts'ex ro cod.. NwAWNst Mev WAW, U W., r,. _ T ,P;4X.A 1_L_4 SG14A- �I�iN P��R 1iu T kVALL 7Yp�C.4,L pC�i�.l�Jy �4� J�o�� )rYPJCAL TOP OTCOLUAMro C� ,W,,4,L,L. c ,L,C A. M •.^--- J�i`1 �• � ,/N"o /"• r Lam• � e/�o* T,ws /s A •( Ft 18920 SW 72nd Ave - f�,.,•� BUP 98-0283 38 of 43 IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT,THE D(X:IIMF.NT IS OF MARGINAL QUALM. OCT g MICROFILMED sW,;.1.w.:,..'5..,,..:M _»a,i_k+.ou�eN 4. .1Y�mILYW1f1�W11Y IIo1WW' YiYil �� . , ..•••.-._.: ,• -, ...•.••,f,iYr.ad{W - .Jti:. _- ._ ._ � •!ttr�ilfrd•� ..,�,.."-_.�..>•_.�. .� .,. e.y.rr.�r�r ' -F S YM [B" OL SCHEDULE: NOTES TMS SHEET: �. .,t [C_D SURFACE MOUNTED FLUORESCENT FIXTURE W/OUTLET TELEPHONE OUTLET 96 DELTA PRIMARY TRANSFORMER CONNECTION —�]RECESSED FLUORESCENT FIXTURE T FLUSH FLOOR TELEPHONE oUTLlT 3Y WYE SECONDARY TRANSFORMER CONNECTION PENDANT MOUNTED FLUGHESCENT FIXI I)RE: W/OUTLET V COMPUTER DATA OUTLET (D GROUND ROD O POST MOUNTED WALK FIXTURE JUNCTION BOX WITH Bt.hhK COVER mmf KNC�/ rats CIRCUIT BREAKER -0 OUTDOOR POLE MOUNTED FIXTURE W/OUTLET � w SURFACE MOUNTED PM�EL AS NOTED wo rs K>--- FLUORESCENT STRIP FIXTURE W/OUTLET 111fir RECESSED PANEL AS NOTED C:�D CEILING MOUNT OCCUPANCY SENSOR 10 EXIT LIGHT WITH OUTLET I+AAIN DISTRIBUTION PANEL AS NOTED �D O SURFACE MOUNTED FIXTURE WITH OUTLET MAGNETIC MOTOR STARTER j; "0 WAIL BRACKET FIXTURE WITH OUTLET MOTOR CONNECTION �(�-----�WALL MOUNTED FLUORESCENT FIXTURE W/OUTLET MANUAL MOTOR STARTER TRACK MOUNTED FIXTURE WITH OUTLET MANUAL FIFE ALARM STATION � � .p..r NM BATTERY POWERED EMERGENCY FIXTURE AUDIBLE/VISUAL. FIRE ALARM DEVICE SINGLE POLE SWITCH ® VISUAL (STROBE) FIRE ALARM DEVICE t TWO POLE SWITCH Q IONIZATION DETECTOR $3 TIiREE WAY SWITCH ® HEAT DETECTOR $4 FOUR WAY SWITCH DISIRIBUTION TRANSFORMER r' $, SINGLE POLE SWITCH W/PILOT LIGHT LJ METER SOCKET DIMMER SWITCH 11ME CLOCK FUSED DISCONNECT SWITCHDENOTES BRANCH CIRCUIT "HOME RtJM s; W*Mn WAW 3MCH LM THERMOSTAT OEM= "WrW DOKM WOUND ` WALL MOUNTED MOTION DETrTOR fo+a1 M q u Q ._._P---- PRIMARY UNDERGROUND FEEDER ' tet �'r"�' lA� rryrW ._ PUSH BUTTON AS NOTED —s— SECONDARY UNDERGROUND FEEDER �r►'aaM�, SECURITY ALARM KEYPAD .---T--. TELEPHONE UNDERGROUND SERVICE M P � -( FLOW SWITCH CONNECTION T DRY TYPE TRANSFORMER OKI R.t� � -Q TAMPER SWITCH CONNECTION �_ CONDUIT STUBBED UP SINGLE RECEPTACLE , ,;,,�.� � ♦--- CONDUIT STUBBED DOWN I,�v "V DUPLEX RECEPTACLE © CONTACTOR C� DUPLEX RECEPTACLE INSTALLED HORIZONTALLY ABOVE COUNTER l_1 TELEPHONE TERMINAL �IHAR'T DOUBLE DUPLEX RECEPTACLE /1 CONDOR CONCLD IN WALL, FLOOR OR CELL. uz.l p ® SPECIAL PURPOSE OUTLET AS NOTED /'� CONDUIT BELOW GRADE ® SPECIAL PURPOSE CONNECTION DENOTES NOTE NUMBER HP HORSEPOWER FLA FULL LOAD AMPERE a DEF DUAL ELEMENT FUSE WSA WIRE SIZE AMPERE 4 CBA CIRCUIT BREAKER AMPERE , VA/POLL VOLT—AMP/POLE P/N PHASE AND/OR NEUTRAL � r G GROUND s GF I GROUND FAULT INTERRUPTER `�•r' ; IG ISOLATED GROUND WP WEATHERPROOF C CONDUIT AFF ABOVE FINISH FLOOR ~ CITY OF TIGARD Conditionally Approvod....... .. ....�r For only the workdescribed n: PERMIT NO. See letter to: Follow........................ Attach................................ . �.._. .[ k Job Address �`���� � A >kMl R NO, *� T Lal' --,•�-," ."'!'zt=-"""�,• 4 r ..�... .......,..._. ... . . _ ... - __'.fir s Y Q CJ7/I�� Chi ELECTRICAL SITE PLAN 0 o SCALE IN FEET l � to 1 v � 18920 SW 72nd Ave i BUP 90 0293 39 of 43 Olt- IF THIS NOTICE:APPEARS CLEARER THAN THF. WT 9 0 F,NT,THF,DOCUMENT IS OF LIT IX)CUMF ML QUAY. MICROFILMED fill s lir z; : f ` 4 n. NOTES 'rHis SHEET: § f I _ -l- -T -r----T--_-T--_T__--T- �..�_ -=-i --r-.-`1' "T T _1" "T" _..J^__---L_._l__J.__ _L L.� _ _ _ _�� .� ,"'�' -.�-� -•,�- ^ _J__...J I L_J _ J L_-*--i L_-- i I I I L__ -� L_--i --1 1 I I L - I i I L_- L- _ � I I I ��--�� I I I � I tt� ll�J i I I � t__ I � L_1� 1 I � I L �1� �""--.��.• ��_ ___� \ -- I r _l i r --I / ('nu.4 t•"M • �� �__ __-_ � �+ l I I ! 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I I I I I M 4 T k` r 2.7 PRINT "M Eo i Jol • Lu CL NORTH NORTH p / / r,J BUILDING POWER FLOOR PLAN (�4�0��9 DSI G BLIGHTING FLOOR PLANSCALE IN FEET SCALE IN FEET r� y !1r"I'11aAdi /rlir N C*4 ...� . _..If" �C r , 16920 SW 72nd Ave 7 SUP 96-0267 42 of 47 x Ra' 84 T (JJ7 !` IF THIS NOTICE APPEARS CLEARER THAN THF. OCT 'DOCUMENT,TILE DOCUMENT IS OF MARGINAL QUALITY. MICROFmMLD :r:tu.0-..a.•._.. .... .. ._ .,.. .._..:, ._. .. �. .� SYS-_I�. _ __ _ _ -_ VI �lu�'......-�..��m..w.LL iMd➢6Ytruu �8' .� —g .-•..�--�...Is•m:u•uu.•au.u�,.._..... ........a...,.u..:...ua..•..Y:Ji'6Y1V111°-__ -- �.••�.••" —--_ u11uw_..a.•.IJ•a�-•_-_.�-__:�,��IYfiV"°'..'�.�".��- k � .- r-. tjyYILYSY�.�c1^_ ed!',.. �._.ar�..-_ ._ ..- rr�—� ya NOTES THIS SHEET: 1 r / Iril Itis , P I I T f Ir ' I I h• 1 - - - -�------ �.--r- . i. , cq �j C5 0 00 711-1 VN .r 1 4 mr 8 IK I ���d.®�i ��' NORTH BUILDING 'Ao W)m r MEZZANINE STACKROOM LIGHTINGFLOOR PLAN MEZZANINE OFFICE LIGHTING G (FLOOR PLAN 6 y ', '11V SCALE IN FEET SCALE IIJ FEET 0 1 l Al B� C I r 1 I (A)) - I 1 I I —� • t O__ I I I 62� i 0 Y! , �' •,til Y , I I I lwy II l once. 1 I 4 uign �•y p`. ...__.-,........ ... I f 1 M12A NORiH a , ' NORTH h r 1 SUILMNCu A7 _ I��90�.®gN i A .. ._._ � x1 144 � ii MEZZANINE STACKROOM POWER FLOOR PLAT MEZZANINE OFFICE POWER �'�.®®R PLAN � , � � r, iiFmiW 16 6 — 1 + 9'� Wap 1 ',M '' . ✓ .� .�_� SALE IN FEET + .. SCALE IN FEET S 16920 SW 72nd Ave 43 of 0283 • .Md r i c..,. __•�—' ___---T—.�_.. _._. .- ,f 'a�.F'rf', �.'�'k .r+l�1. � r. ,� rn.. IF THIS NOTICE APPEARS CLEARER THAN THE O DOCUMENT,TH6 DOCUMENT IS OF MARGINAL.QUAI.ITY. MICROFILMED I i i ,»�. - ... .�; ��.. .._� : .• tom" I