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HomeMy WebLinkAboutPermit 0139 - McCann Development - Project 222This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. 139 McCann Development 1161 Andover Park West RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. 2 DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. JOB ADDRESS ODD NUMBERS ONLY 1161 thru /1177 Andover Park West DATE 9/22/72 LEG AL DESC R. LOT N0. BLK TRACT (1 SEE ATTACHED SHEET) r� OWNER MAIL ADDRESS ZIP PHONE 2 Bruce McCann 8013 Perimeter Road So. Seattle, Wa Ro. 2 -2 555 CONTRACTOR MAIL ADDRESS PHONE LICENSE NO. 3 McCann Construction Co., Inc. 8013 Perimeter Rd. So. ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. 4 rManson Bennett & Assoc. 1411 4th Ave. Ma 2 -1616 ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 Olson Ratti 1411 4th Ave. Ma. 4 -7045 LENDER MAIL ADDRESS BRANCH 6 C' .. — / - / e• i /q.6 -- USC OF'BUILDING 7 Warehouse and Office Building 8 Class of work: Ci NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 9 Describe work: Tilt — up Reinforced concrete . 10 Change of use from Change of use to .. 11 Valuation of work: $ 511 4 . PLAN CHECK FEE 319.25 PERMIT FEE 638.50 SPECIAL CONDITIONS: Type of Const. III N Occupancy Group • Division Size of BIdgg 810 (Total) Sq. t. Stories • Occ. Load Fire Zone III. Use • Flre Sprinklers Ci APPLI ATION ACCEPT B 1 • • �- t PLANS CHECKED BY L • i'/)OV A CE I 1 � w Y � ! V 1 No. of Dwelling Units e Covered Uncovered NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB• ING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK I$ COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. A ' Special Approvals Required Not Required Approved zONING HEALTH DEPT. FIRE DEPT. . . - OTHER (Specify) FOUNDATION FRAMING FINAL I ONnf NE O BUILDER) Vav t , � SI N' '•R ,N THORIZED AGENT IDA C) BUILDING PERMIT Applicant to complete numbered spaces only. PL' CHECK VALIDATION CK J M.O. CASH PERMIT VALIDATION C M.O. CASH CIT( . .OF TUKWILA BUILDING P4 :MIT 14475 • 59th Ave. So. / Tukwila, Washington 98007 WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERM) 3/9 2 7>/ .� OCCUPANCY PERMIT REQUIRED BUILDING PERMIT NO. N° 1.39 sr.r LLCYD F. s13:::601A'.L$,3 Nana, En; ineerin . Consultants r P. C. l'�of: 568 I ountlake Terrace, ;!a. 980 Telephone: 776 - 4717 Sept. 9, 197 11r. John Richards Building Offical CITY O F. =MLA 14475 59th Avenue south Tukwila, Wa. 98067 Subject: Structural Plan Check - Mc Cann Construction Co Projects Architect:•Manson Bennet ,w Assoc. Dear John: Comments concerning Project 214: 1. Specify in General Structural Notes that all nails to be °common nails°. 2. •1.emove reference to knock -out panels on dwg A -3 Sect'A -A Gridline G. Approved as noted - 3rd submittal. Comments concerning Project 222: Steven hex 1. Specify in General Structural Notes that all nails to be °common nails °. detail 1351, no connection shown between column and shear wall _ —No detail shown for typical shear wall to pilaster connection. Also locate shear wall to pilaster connection on foundation and floor plan. 4. On sheet S2 °Construction joint see 151 should read, 231. ,Approved as noted - 1st submittal. Comments concerning Penny's Addition: 1. Specify in General Structural Notes that all nails to be °common nails °. 2. Specify minimum weld size for connection 12/5:2 und. 9/S etc. 3. Justify 1. bearing plate thic.cness in connection 952. 4'. Extend precastpanel opening trim reinforcing at 24 . minimum past opening or hook. `lief UUC Sect 2622(d). Approved as noted - 1st. submittal. Lloy P.• Quatier That portion of the Southwest + of the Southeast + of Section 26, or the Northwest * of the .Northeast of Section 35, ALL in Torn s hip p 23 North, Range 4 East, W.M., ALL more particularly described as follows:- : Beginning at the Northeast corner of the Northwest ; Of the North - east y of said Section 35; thence North 87°44'08" West along the North line of said Section 35, a distance of 30.0 feet; thence North 1 East along the :lest line of Andover Park West 115.66 feet; thence North 87 °55'02" West 710.7 feet to the true' point beginning•, of this description; -thence South 8 East 440.7 feet to the Northwest corne-r of .that certain tract deeded to the 186 Corporation by Deed recorded under Recording No. 720131 -0143; • thence South 1°47 West along the West line of said tract 114.81 feet to an angle point therein; thence South 1051 W e s t 682.19 feet to the Southwest dorner • of that certain tract conveyed to the 186 Corporation by Deed recorded under n Recording No. 711110 -0109; thence Forth 87 °55'02" West 440.7 feet; • 1 2 - 2 7 thence Northerly in a straight line 797.0 feet to the true point of beginning; TOGETHER WITH a non - exclusive easement for ingress and egress over•and across a strip of land ,25.0 feet in width described as follows: 'Beginning at the Northeast corner of the Northwest 1 of the North- east 1 of Section 353 thence North 87 °4= ' 0d" West along the . North line of said Section 35, a distance of 30.0 feet; thence North l °47 East along the West line of Andover Park West . 115.66 feet to the True Point of Beginning; thence North 87°55'02" W 710.7 fe'.l thence north parallel with ucldove_ ,'�:. J )es` 25 toot thence .South 87'55'02" East 710.7 fee to th:: West right --of -way line of Andover Park :•lest; • thence South along said right -of -way line to the True Point of Beginning AND • TOGETHER WITH a non - exclusive' easement for ingress and egress over and across a strip of land 50 feet in width described as follows: • Beginning at the Southwest corner of that certain tract of land - conveyed to 166 Corporation by deed recorded under Recording No. 711110- 0109; thence North 87°55'02" West 440.7 feet; thence South parallel to Andover Park West 50 feet; thence South '87°55'02" East 710.7 feet to the West right -of -way line of Andover Park West; thence North along the :•lest line of Andover Park West 50 feet more or . less to the Southeast corner of said Tract of land conveyed by Recording No. 711110 - 0109; thence West along the South line of said Tract of Land to the point of beginning; Situate in the Town of Tukwila, County of King, State of Washington LESS the Westerly 216.6 feet of the above described property. RESERVING ONTO THE. GRANTOR, an easement for Railroad Lead Track - purposes over the East 37.5 feet of the above described property. AtA TOGETHEVWTHa;;COmmoneaseMentvfor''titiekManeuV'ering, underground' . Utilities, :ingress and egress and for installation of asphalt • paving over the following described property; Beginning at, the northeast corner of said northwest quarter of the . northeast quarter of Section 35; thence North. 87 West along the north line of said northwest quarter of the northeast quarter a distance of 30.00 feet to the West margin of Andpver Park West: thence N 01°47'29" E along said ' west margin aldistance of.115.66 feet; thence N 87°55'02" W a distanc. of 494.10 feet to the true point of beginning; thence S 01 W a distance of feet; thence N 87 W a distance of 56.60 , feet; thence N Q1°51'03" E a distance of 797.00 feet; thence S $7 E a distance of 56.60 feet to the true point of beginning. . SUBJECT TO a common easement for truck maneuvering, underground 'utilities, ingress and egress and for installation of asphalt paving over the following described property: ppginning at the northeast corner of said northwest quarter of the northeast quarter of Section 35; thence N 87°44'08" W along the ilorth line of said northwest , quarter of the northeast quarter a distance of 30.00 feet to the west margin of Andover Park West; ' thence. N 01°47'29" E along said west margin a distance of 115.66 feet; thence N 87°55'02" W a distance of 437.50 feet to the true point of ,beginning; thence south 01°5103" W a distance of 797.00 feet; thence N 87 La distance of 56.60 feet; thence N 01 51'03" E a distance of 797.00 feet; thence S 87 E a distance . . nr 56.60 feet to the true point of beginning. 4 . . . . . . . . . . .. . . . .. . . . . . . : . . . . . . „ . . . . . . . . . . . . . . . . . . . . . , ... . . . . . . . , . . . , . . . , . .• . . . .. . '..:'.' !. ',,,,•'iH.-1,,,"1...,...",■,1;■.;,......."-:■•,,!....:-7.774-4'..:.,..,,r,";',.;',.'.,,%%i:,:: ..-...i, ?fy ti • c &J7: 3.14s. M6/LEA w /60d .5E4 A'r p POo , DIAPP%4IS A4 1UAIL 11•14 • 4,4 /4 At/Alc,AI e ,s r ilgra sa.e. q /MPa gal 841 ‘- ICPdb/tL/L1 I/,4 X!6 01Z WA LL. /L47,IC. aa'le /A , --- ale* 74" x 12.44 Z- 0 5,a -O OT'O.L. - -. 5 EX 7CA * 3005 -- ft.A57EC 64 II .;14,411 col. Yvii©17.c) a /' aorAt 4 45thcliga Api _1 C ©A.1 T. 3x Cc ,v 44/LEA" w/p4ti n.44145 1 T Co" D2' Vt .rua 00Pri4 char , (rrp) Pin V0049 mac PA Ne45 5' 80 Es‘ E' 01.air g' ,4N PLAAJ FOB' L4) AI /sic) C TA /Z 5 TYPICAL ' . Err E QI FO t 7'f d1 G APPROX iM4 TE L114! C>is /1..1. Wirm ' CAAeTmaiti /2- 0 .ye/1,,Ot vl u ,k,j COVER (Te ' 'ice •. ,ExPa3> ) 4,4P ; 11/5 1 A.J 4%6 04,46$8 P/L467O ". FtoT /Aj 8 EYo? o SEE "L.4M FOR W C4 TI c AJ 4A/i7 FOR /Ala t..46 smoorke 00wAri..,t3 Oir cam` et 41 I : ;51t le/ . ccC3e4/ ' .:. . 0 2422 SON BENNETT' ANC) ASSOCIATES THE 141 S !c$. '1! _ AVJENZ.P2 $ua.DMI . . SZATVLS. WASHINGTON 96101 1 J' Amew..ra . CONCRETE ShALL ATTAIN A 28 DAY STRENGTH OF fie = 3,000 PSI AND SHALL CONTAIN NOT LESS THAN 53 SACKS OF CEMENT PER CUBIC YARD. (DESIGN f`c = 2,000 PSI). 2. REINFORCING STEEL SHALL CONFORM TO ASTM , 615 -68, GRADE 4.0. LAP ALL CONTINUOUS REINFORCING 30 DIAMETERS OR 1'6" MINIMUM UNLESS NOTED OTHERWi,E ON THE DRAWINGS. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS TO MATCH HORIZONTAL REIN- FORCEMENT, 3 REINFORCE Uri FORM FORMED ..; J FACE 4. ALL TILT -U LOADS ON AND SPECI 5. STRUCTURA 6. ALL WELDEP, S TEIC T 4 r t l 2 DOWELS te tt Iter 7/E' k ... /N 4 1r il Nt '9 ,,I, cry k:'G'�CE/C', GENERAL STRUCTURAL NQ1 ES MENT EMBEDMENT SHALL BE AS FOLLOWS: ED SURFACES AGAINST EARTH 3" SURFACES AGAINST EARTH . 2" 5 EXPOSED TO WEATHER, BEAMS OR COLUMNS.. P WALL REINFORCING SHOWN 15 FOR IN -PLACE SE LY. CONTRACTOR SHALL PROVIDE ALL LIFTING IN AL REINFORCING REQUIRED FOR ERECTION LOADS. L STEEL SHALL CONFORM TO ASTP.4 A -36 S SHALL BE CERTIFIED BY THE AY; S . 7` GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.B.C. STANDARDS NO. 25-10 AND 25 -11. A CERTIFICATE OF INSPECTION SHALL BE SUBMITTED " O THE TUKWILA BUILDING DEPART- MENT FOR ALL MEMBERS. MEMBERS SHALL Bc DOUGLAS FIR. BEAMS AND 414 SHALL BE COMBINATION "A ", Fb ‘* 2,400 PSI, SUBMIT COMPLETE SHOP DRAWINGS PRIOR TO FABRICATION. Gc�!'.17 044.4.E ee comes `a.44-n " -f , " x'13 ' 1,100 P"tbl. 8 SAWN TIMBER SHALL BE DOUGLAS Fik CONSTRUCTION GRADE, (NUMBER 1) FOR ALL BEAMS AND ROOF PANEL JOISTS.(f J15 WI) el - L105 , '?LATS;S 44 ALL sa 1,l0.2 (.4 -1754) pis 9 ROOF PANEL PLYWOOD SHALL BE 5/8" CD X (5 LAMINATiONS) OR 1/2" STRUCTURAL 1, U.B.C. STANDARD NO, 25-9.(f' i.j7. NOOK sZ / 10. FOOTINGS SHALL DEAR ON SOLID UNDISTURBED EARTH AT LEAST 1a" BELOW LOWEST ADJACENT FINISHED GRADE UNLESS SHOWN OTHER- WISE. 1 . DESIGN CRITERIA ( U.B.C. 1470 EDITION). ROOF LL 25 PSF MEZZANINE LL 100 PSF INCL. PARTITIONS EARTHQUAKE ZONE 3, K = 1.33 WIND 20 PSF ALLOWABLE SOIL BEARING 2,500 PSF ALL NAILS TO 'BI " . NAILS" . r Rf L) . Ea• 1 CLEAR CLEAR " CLEAR RVICE SERTS C0k/6T7et/C ?,OA 4 o /Ad7" . yc 2- 0 @ /2'c. (i,'o a Cowele 77//8 c.10/Ai T Ors/c 4 C5sre•tr. • gertt• 4 -e WAN= ",••••••••■•• SNP Pt ; 1 94./q7" - 368 At-30 27. 2 6 - c? 2 . 17 • " I . rt , 27 26 t _J ,c.25 \ IJ . 22 • 20.e 4" z 4e - a44" ® `71 . • I.... • ;D ' • 20e- 1 / 27?-2w 24 2 44 4 7 PlcAL, 8 0 r - 0 • la , tb " - • 4101•1( 11.11111•••••••• 2'4 24e-6 •,•• i - s - I - ' ,- : ,7i.7 , 1177%,/CriOA JOIN T(1.26 4.0 ) (7;r2 .. DJ .•ct_ a= (SEE 1) L _J C011-57WUC7DA.:' cz,...,/trrRucrion/ I. . c.6A(c.77;itz-t/O&/ ioN:°" • 0 - • . a . , . • AlteNITLICT REVSTEItED 1+.44NSON 0. IIENNFTT STATF. OF WASHINGTON . 1 P- ci . 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ST trt svirime r � L 14 1,1a.�I/►M.�w�aia - y .f3 W t 2 of 41- � ir1 I! s r i r.1 4°i .I ' "x" • FFICE aro2 -a 1V -0" PLAN CL) OFr'L. . , Ft c,a'T t lG 1& LL • ' /4" it. coo grime - avert itttscamlor' - - tit�S.! 7 R ivrss r ti►it�)EyTtL Y 3T�lR /Er 9ro r t r Si t 1 Gosac.o�K.:wIret4.OPF,ct . m- 1t`I'S. AC.SSip'tt.n..Et.G.i° r 30 t (Qr•do0.4.11.7aor.tS- t,; 5. 1 9rI Oil'3. S I • r+..OG�R 195V CAH :4114M LIVE 2O4:3°Ik1c1'ST. 0p4. g IS-e 2 =o OFFICE 1031.!1 — Pi 2 -d - Lt.G.rmiGtO" 4'-G' 3 '1 � ' 1'+.Y w 0, • 4 10 5/611 MCC E. COINISTR t)C.T10 CO, IMC. . 5C -4"k'1 0, . . MANSON BENNET'T AND ASSOCIATES *MOM 144 i TaaE 1411 FOURTH AVENUE SUILa1NG SEATTLE. WASHINGTON 9CtO1 • SAE 4 "W AI. I • 10(4: .4/ �t PLY WD.0 role., s1t)F, 0/41 —'1', -2 2 28 r. . I. t I I . t 1 t c� I {ti � i r t i . s i1,;1tt i t► t •I i tl't t s 1 t 1 1 it t t' iii • -'t . ,� 1 , , 1i . 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N !J: c!h ; • cw 'O4 r v fae W3et.y 216.1 ftt th 11ov1; d proper Th poYtiMt of the Sttw ,4/4 ut tht S oatheas. .1/4 sf Stctiof 2f ra of the Mrtbvaa 1/4/6 the 4ortha*t1/4 ofZctt'n--. AL tat township 23 )otth. Ra n g e 4 Est,LM., ALL h ere • paPttctlJ4riy h fO1tt . . . xni1 a t tht $rtb.a*t iorn,r e>I the !ott,v. 1/4 of the Norea f4 of sa Section ?5; thence North 3140*" wet ai.,tg h. Korth Une o f sala Section 3r, a 3 i s taeee sti 34.n !.et; thenc� or 147'29' Est along the e t Ithe o4 £io:Qt P erk 1 4le st I.4 feat; . thenc $crtt* 8rs', Nv4t i1tY.7 foot to tM true yofat of beimin$ of his llaa cr i pti . .; thvnce Sooth 4''O2" tiaat 44J feet to the Worbvtt r oa r er of that c 4 rtn trace dasded t tha 186 CoipottD b7t died• tvcordid under 7lecct . 12013143; tha*t South 1`47 ' 24" 5.t at oag ehw i ie a c tts of said tr 1L4. 81 het to igw pc4*t tht*L* thatca Soth 1'39" t4at t tht 5t*t ar 1 : teMr tra --: te -4 *c*r L,p kCCx3in* • fl IIIG tbc 9oith $ sS wait 4*7 f*at; Ssci thsr1y ' it% a strsigivt L - ?47 - fast - ea test er a p o=at Yt sx&s; . s.J$cr . Ia(t fT Tat1?M ptp* .weir t* toe 30 *.t•'b..r*.f. . .- sLJcr tC a co *nt tOt truck atsaatrv I Ld vttitit in$tm 4 ag esss and ft f a s p As U r ti f.flMtL$ dkuc1 b4d irap.rcy: . . . -. 5 . . . • t)r%LrN S'(d.L5 ,-.. -...- .................... : .... . ss VJT! ► . G TS . E.LC.TtAL 'H wp4r . _i .- :±. EL E6''H O13E . . . . .- . SA1.A 'EQ '- - - --------- t3GtHR k !Th a eeflt far tr ranvirIn , utilit i sid egr sad fi. thst*t1*tton *1 4ph1t pa'vin over the fo1I wing decfib ret: BegiflI:i at .1t notb.*t conex of s4d nothvsst qn*rer of t** Th)rthet qwuttr of Seti rhnc. 7 74O t - o tTlt 4 F; of ; 0. 00 t to ti vP gin of rdver P&tk ieat kST1Fr_. . % 11'47t' E a1*n a4 Jj,yof tS6 . .- et: thtc N 7 W * ditam o1 ee o t . .. point Gf b$inn1n; thrce 'ith OI.1'O3" V a dtttarvQ i( . : eat th€nc 855'O2" W a di8tatc f fiet; t*c ;J 51 '3' P ditana of ?97 Qfl ft tic' S SS U2 . a . of fetto tte peint *f btini+ . T:TER Ut1! eaeo for *rea.9 amd 'is-a • $FtO5* a aCrp of 1ad 2S 0- feet - tdt* 4acr1be a* .- 3I' • e CNZ.'A.L. !j�'ri4 �Y :3i--- M,44M$4b- MI'itc.L -r LIh(Mo•!.t l crrk . 4 aw a , ¶*,IMAh4I4-4 .M�h.P.4'r . IhJcLuIP4 rt PF (s 4. SU?M #g& v:Ltvt) • ,l.4o - rE At4AM-& MMClA.. • ro p z�i • rr&-, 'Si�4 4.4 I1 V. -r •r azo1et cu1M , iO'-c . � e .• . . 4SrJkCi • !iflIng *t tNt o'theaat corie of th thIe 1/ f e NrtJieat .. t!*nc Th,r l.st aot$ North un. aj rtioi , ! dt!t.nce 34L0 Eei; J%tThce North 1'4P29 Eat a1n the et . Ur. :f Andover V.it I1556 fet to the Tr Point of' iIi'g, tton':e ;cFth S'fl2" Wt North pra1L !th - Park Wes'. 2S fpet; tho outh 7W5'2' EaF th Vt rtht 1Ia..•f A*' ?tk W; thei'ie 5t ,li't rttt- ai I1ts t. tr ttu.Pojnt of eiui '-Z --4 t14'*'?O *art OT 1ItS UVT rtd 4 g;rip �flai th width dscfbed *s f.1cwi: - .. E $t-t14 4t Sttwe4t ,zrt4'-.of th,t can1n tra • ;rfev* tF 3:F GtpoatLo y 'Jetd r.c u6ar Reordt '. 71tL(-4'J19; cac ork $55'0 s447 e;te Soi p#r.1te1 ,ndo-'r P''k e*1: 51 ttt Sth 55' • - ett of M4oy,r r* ¶t.at 'or '-r t So*t1.a4;t corar 4tC trict nw'4' b- tn ,c. 7IlL1-O9 thet ,iofl tt4 SdV1 re ',f pj L d tot cz o .flLtE th' OFd1 411a. . . ‚. . .,, 1 26 4; . t1• 28 - - . I : --'---. .-. ,,.-.- -.-.------ w ROCM FtNISH CkEDUL= r MA iOOR ASE. , -Ct.DiG t''J RGt4A4 .- - - - -. ---, .- * -- .- -.-- . 1'• - ------ ,..-.___._---. -- .. . p. , . .-. . . • --- . '-;--_- -.:::- • �E - ; ____ 4 :s *----- . 4 r -- L 4 . . - - -.- - . , -------- ,- ... --- -S : - -4---- ------! , ---------.-.. --- .... - -v- - -U 4 t -------- - 4 -4--.- ROQM PAINT I, REMA - - - - PAt I P.1Fl ' r - -- - -.- - 'ri(L 6D4, -., •m - JAME, DET Fl sc..LE: 1I" 'ii4l• I .t V4"5'LI) i4'; H�LLAJ yg1•. LIFT ,/ ' JAPk. DET. F3.-- HL IA1L TgUc'< 4 RA IL i4 .. . W"tP:bOLTs -1 -4- -,- - - - - fr\-rAL FLAHUJG .1 . CAULp tIG 9ua.4P C. .ULKH44G- 6 - 38 SLEDUL 00 -- * - F .4DIt0ES VOO I7- F.- DtES1.AME p4- DVOt5 ADUfr* _OR IM5OL . _ - p.. - 4PtR Tt -- * ,.MMb EAD DET - -4 ECEIVE- P19i973 ar c* TUW!L s r - - - - ctt : MANSON 3ENNE T AND ASSOIATES 38 I 11t 1 tU1III,IllIIlIlliIIIIIIIII1 huhhtrh11hhh1u1 I I!II11I tIII,I,III;1III!III Hit 4 41:4 -4- floor plan