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AND LEvc'L L41.11)'4 NANP RAIL ARE PRf: uRG nng£R ALL ?Alb)P Sd ,ti `- , S FA WILL 3E- Cc ✓+C &.2 W MArt , P►AL i o PAAk SL I A kc 5 - k 5_cI ACE: . - 5 CA-LE 2y SliLzT Z -2- I, Edward L. Huff , agree to sale: 12x56 Field Office Trailer Mfg. Date 4/7/83 Serial Number 9196 to Abe DeZfulli in the amount of $3,500.00 to be paid in full upon receipt. Sale of trailer is "As Is" and is "free and clear ". Purchase does not include stairs, setup, blocking and leveling. Transportation/delivery charges apply separately ($250.00) Agree to relocate at later date to Tigard, OR from Vancouver, WA for a separate /additional charge of $250. — 0 7 Sellers Signature Edward L. Hu z - 23 , 7 Date biz Buyers Signature Date Delivered & Paid in Full: Bank Check / Cashiers Check # Edward L. Huff P.O. Box 90457 Portland, OR 97290 (503) 519 -8155 , RECEIVED ABE DEZFULLI AUTO SALES MAY 1 8 2007 1109.7 RAMPS CITY OF TIGAAD BUILDING DIVISION 11 09.7.1 GENERAL Ramp complies with section 1010 and the provisions of these sections. 1109.7.2 SLOPE AND RISE The proposed slope of the ramp will be 1 unit vertical in 12 units horizontal and shall have a slope of 8.33 %. This is equal to the maximum amount allowed. The height of the door will be 18 inches, so therefore the ramp will extend 18 feet to the door landing. 1109.7.3 CROSS SLOPES No cross slopes are proposed 1109.7.4 WIDTH The proposed ramp will be equal to the minimum width of 36 inches. 1109.7.5 LANDINGS The proposed ramp will have landings on both the top and bottom. The top landing will be 60 inches by 60 inches which is the minimum allowed. 1109.7.6 HANDRAILS The proposed ramp will have two continuous handrails on both sides. The handrail's height will extend 36 inches beyond the top of any ramp segment. 1109.7.7 EDGE PROTECTION Any portion of the edge of a ramp and its associated landings above 6 inches will be outfitted with edge protection of two inches which is in accordance to the city's standard. 1109.7.8 EXTERIOR RAMPS The proposed ramp will be constructed to prevent accumulation of water on walking surfaces. 1109.7.9 SLIP RESISTANCE The proposed ramp will have a slip - resistant surface. • . AL. NOTES! LEN GTH OF UNIT S i . . ;why:tint: 4 I Cthin 14r. 1 " (: !13 . 203(; ii):1:0:; , .7 1.c.:Au Jr 1( )/0") !7(. - .!.(:)* ctX,:: ill - II v.01. 'JO vrci.1).! t:.. I. ± (.1 1.:.; “ g z en .PIT1.1<irM4 51);).- ( (). l•- i :). ( ' 1.). I i / 1,1) ,..,f):.) I' ..,1 6 0 --) I L .1 (.)::/..1 11 - or 1 .) , JIB -4131-931 • af( :. ..... ) , ...vi..!.0.f.:A.: . .,11. .7,,(x) / lYPIC.JL 1.11111 ,... ---. '0 ,-. - SUPPORT BEMIS ^a, • 2 I V.I VO: 4. i■C) ti,r)kr Tt :',.. 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T i ABLE A LLJ 0 Or fir . ...AI. &um Pii. PV.R/PAD SBNiC _ 0 1 - INSTAa FIR/PADS uNbEP. cHASsiS, SPACED EOUAILY ef.N Z CORNER PIERS I CO ' 10 !tn. WWI. LI I IL(.):: AtZ.1.6 II I-I 'II :I. e•i•- luSIALI_ HULEI-DOWNS. SPACW &OVALLY bElFEEN CORNEP. HOW-DOWNS 0 I tv. miu. CI l'AP.M41:f• 1 `ti.. 11) I )11;41?!.111 01 laialLQUE j...P.MAYES5 .1-1:2UUM ISVIO5 CD P4 f AIrt)‘ :,..:riAtm 0 EACH SUPPORT RAIL E. EASIOE EAENO L z tp I Z mo4. c:LLAKANc..i.. uNDLr 1 ....1..7.' '....4)il 1L1 cr-O• 11 3 I E ,..., t it (i t FAA 0114c, Wt tol-WK5. 44.-0 12 4 1 13 4 1 ON n111Y.4:ADE 1C. br UNDLifilfiist L) likflyr :,r;i; : 56' 15 5 1 . . 1 URAL 1 - ILL, (:(3:P 10 95% C)F 1";;r: •50 o r is 5 i \,.....) .. o ) f-Koc.rox r.g:ri5n-r f ASINA f).C.,ci. 1B 5 I 68' .-.1 _.x.., • (.4 15tivo Gr:Au.n. A`MAY IT(1% 11 ii:J111)1 t 11r, • Oil AI A t.i.11-1. CI:AD!' Or oNAL t C , k ) cASTZ/ 4 . 4 6 r 4 r f W ' .y R I , Z 1 , ...k‘G I Net, / 1 H ■ - - . . S ' 0 ,A\:b lit t 1.7. A›. 10 ,-A a '7 12.17 PL RE057044 : BY: , Il • . . , 12., / '- , 08/12/2005 08 • LD 399" .1 =1 i ii:.* ...7 - i ° I ■T'T OREGON • o 1 p qt o, . ie " 3. % C.7 SHEET : 1 OF 2 NA OF 6 ' , k‘zFis 1 " 6 " , -,.."....-0 ca \c-5 -94, • If. 'BP • L. W. oC • " 4 EXPVEI OF �B 31 2C07 Fl 2 • r E3iPirsi 0g/2'7/2007 ir - . • I clitiz,12 1-F1 2 ' YETAL STRIP OR CABLE INTH TURT4 -&AX1E L 10 APPROVED ANCHOR r"... MODIAL SUPPORT PPORT BEAM -MULE Niraliffl R. 7'x4'x8' PT SLAWS � -CAP z 2x40 O'OC,KEIIW -TkB Pit MIDI NO MORE RUM z 6 01 (2) 120 I `�� (1] 1)-4 T6 PT PLATES G L. OR (1)- XI6' U ILV,va2ED ` i MIME SUPPORT BEAU o i ---- SKIRTING tr: STEEL. STRAP _ li PER :Ol STRIP CLAMP PER 2i SCa "'a 7x4 TREATED \ 2 x 8 PT., MIL ' C - 2 • f'.d-.16' NU AIIClIOR YATAIF. 5' -BO' MANI/AC111RfR N ` W �� /' ♦ E rc i ,2 \ � 1`� 0. \ ; / \y / ;‘,7,./ \ / > . \ ' 4 8 x IQ' MBAR ANCHOR AT 1 18'X16' CONC. �` \ � � :\ ,{� ,,,, / 32' O.C. VAX. 8' LENGTH OR �i(`F,t / /f'' / /• _ HELM DR1vFN RID DE GROUND (2)-- 4'8x16' MU \ \ �� \;' "AUGER"-TYPE 1I OID DOMTI- . () 2'=8 UV. ALTPATTERN SOL AmENCR "RE RP*G. 440 CR C 1 SKIRTING DETAIL - NONBEARING EQUAL NTS. •.T` Al CM PIER B SQIL ANCHOR- ENDWALL N TS . N .LS. 611S1121.1101E1. /. if I. MILL ALL CCIIPO DIES PER SOL A}WTOR II BOnuU Wm PR YANACITRER RECOIBHJOATioNS 2. 9 ST11UTIONS TOR ANY CainefflIT TO W MR APPROVED BY LOCAL AGENCY 2.4 0 4' -O' O.C. METAL STRAP PER SOIL - 4 i MOTOR 14ANUFACTURER 2 _ YATTI TURN BUCXI E TO — WRING \„ APPROVED ANCHOR °D ? MATERIAL I, � \ �� MODULE SUPPORT REAL IAOO1llE ` g 1x4 TREATED PREMIRE TREATED. / - �` P°//./ / \ PLaTE 1 CfAAR OR REDWOOD \ iT?r 1 UM 1ti6 f �� / `\ \ / �, // . / .\ / ANCNW AT l�- • / P RE •FAERICATED METAL PIER 22'' O.O. MM. IIP YOOUtf SUPPORT BEA 9 04 tf 1 l (I)-4 CONC. QITO THE GROUND �.� LD S L A C +oa R ' IRTING DETAIL-ST RUCTURAL �� 3 /4'xIB':IB' P.T. 4ANUFACTUF�R 2 CAVAN, I LTTEEL STTL NTS. F +-i / TRT.PLYNO. 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