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6750 SW BONITA ROAD-2 I �I 2 W � � v c c � . > o II C11) N '' U) m.-;µ3 3 vi � ,n � • i t rs �. .. ...at�t'a' jy3e ,. t h Brot e s ........................ )04 e h r �""� T'- T •.�. ' AO AMD m � 0 V) W t a Blvd . o r QO V76750 SVV Bonit QL �l Bonita Gardens Lot 003 2 all 7r i d1 gar IDR 97224 I ' Ow ow- Mr. David Aityeh 800 SW Washington Sit _ Portland, OR 97205 AL 503-223-4125 �) 1 f ---- I 7 -� !I •_ — C4 fT'O h)r Applied HardIN NW a 1709 Washlrgl°on Sit a� — Oregon Oty, OR 97205 0 0 Mr_ S I nt c tone � c GGBt�13076 I Bulld rig Yorke and Curt* 1 1 I ii WfT1TD `. "W SW 101st Ave Q — - -- - - Portland, OR 97212 m 3-r07C-4". o E I ...4M K,AU Mr. Kent Jackson @H - .'�"' GC:B55156644 C*W �I ' pff Y* - Applbd For June 2000 0 Engineer. Brill T. Kattula I 2112212�ith AveE 4 U 722KAmt WA 9031 [ 206-%2-52 scxE: t •� 6 Floe VkkV A1ftmatic 5Vrin dw R-Ohsctlor1. 3245 NW Front LO N Portk nd, OR 972'10 � N O 0) Mr. Don Kram Permit #BUP2000-00355 m cr ° 1 Applied For sept,err- - 20000 1 r v so 0 a c S - rri i e ci r :D e -�-_ orcice a c er I'_ V) O LLJ 00 co cl 0760 9W Bonita Rd. BUP 2000-00467 1 of 4 ........,. .. _T �� ... a•::ewe - c M illi IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII II I� III IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII 1111111 1111111 Illllllli IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII !��I I I I I I_,_.__..... _,.___ Om.�cm i I 1 1 12 13 1417 IA I2 20 21 II2II 211 11 II2II 3IIII II2II 4LEGIBILIfY STRIP ibmu!!I II2II I3 IIII I II2II I6IIII I II2II I7IIII I II216 IIII I IIII IIII I IIII �!'� �'• 29 3025 CD 6 f "F 9 auO.d�a�aY; :aW -��.._.._:._. - [ •.,�.,.u �,W;..::�,�s.u,.,..,,.air«..'�,:r.,t_,....�.,..L._..._,._ -,......,_..._u..�.,_,,�.,..._..-.-w,..l__-...,-_._.-_....._..__.__.. ..____.,..•._�,.. __ --. ._,.___-. ... .._-..._. _._. _._ ..___..._...,__....._.,._.._..�.----•-- - . �__�•-�._ -- - _.••._.�-.____-__ - - - -- - - �...x.._.......__ -,- ._. _ _. _ _._._------ A�Y t mil Q V W Q Q. 3 7 8 o J tJ) ' 195'-2" 8 -b" / 4" 20 -0" — 11'-4" ' 16'- 0" 6'-0" 7'-4" 6'-0" 7'-4" 6'-0" 7'-4" 6'-0" 7'-4" 6'-0" 5'-4" 3--8-§L3'-8-, 21'-4" 36'-G" - _ I i o I - o CCL i t L Ll r�iF I i 0 I I 1 Tj Nk (10 00 I •�, 1 '� n kI ® I l I SEE D368-E FOR DETAILS OF NEW RACK _ CL II L_�✓J <f 33' -10" I o I ! o Fin I I s; �9"LL 12'-5" --t 5'-5. 26'-4' 5' 49'-10" --_--------- 39'-0" 39'-0" 17'-5 112" 49'-10 1/2" - 01 _ r ,1 W, ---- ------- 195'-2" A p 3 4 5 6 r ZO( PLAN VIEW SCALE: 1 /8 = 1 0 W �9 <<�kE PROfFss� �,ta 692 11,3599 `L�y-�1y/`_ i OREGON B r19 "(4° T. Kms' n c � I MONO i l4 �v m $760 SW Sonits Rd. RUP 2000.00457 2 of 4 Cm . I I I I I I I I 1 ! II I - u uii i111 ull Iiil till 1111 II11 IIII ISI �� ''I�IIII II�11111! IIIIIII!! IIIIIIiII IIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIiI{ Itiltl!Ilililll,u�iilll II Ilillllll III!Itlll iliillfill' �IIIII IIII IIII IIIA Ilii' I� IIII Ili!II', LL-E961LIT.Y SiRTP o ' 3 s 888 li f I 10 I 1 1!1 13 14 ! 18 I7 I16 I>ii 2O 2I1 22 2I3 1214 1213 I' 2I8 i 217 ? pmn�.i c,n 6 29 �0 4 OE n:. g.. ; !y r ltldiuiran,,.,. Yy4 1 i I E WOOD DEC"QNG TYPIGAL 12 ) - 01) 8' - 10" 12 - 0 „ O,/-\P , I X ro L U I - I B E R -- _- _— -- 4' ROW SPACER (7NrP) ,\ — — _ - -- -- I In 33' -- 10 " � 3 ' -- 10 " PLAN VIEW WITH DEC K.i NG PLAN VIEW � c TOP STORAGE HEIGHT IS 11' � _ I - CD CD • � � CEJ 2500 LBS. �i _ NOTES 2_500 lbs. TYP _TYPICAL 2500 lbs. TYP i� p��.�T K.�►��c5 MFD aY uN zcc MArER�. HANDLING --- --- '----- ----- -------� -- ---- -- ---�- �+ ._ DF SPRINGFIELi. TL-"NNE55EE T MINIMJ�'' YIELD (Fv).�NC ��TIMA E YEiLO (F,; STEEL S'RENG—�S r „ �, > » > SHALL BE ,AS FO,,-. S: _ 8 -- 1 0 12 ' - 0" — 0 1 — (a) BEAl"15 AND GOL,,Ir INS Fv - 55 KSI. FL - 05 K5, Y �� I00 -- - --- -- - - ----- ----- - - - (bj BASEI TES T1 w _ 36 k51. Fu - 5& rr-�J �Y .3. MAXINIUI"I RACK LOAD5 PER LEVEL (PER 4 BEA-15) SKAL_ BE 2,500 LBS- 4. SONGRETE SLAB 15 GIVEN AS 5--1/7 '-HICK, \VT�-4 c -31.500vs 1 ► 111 SIDE ELEVATION 5. ALLOWABLE SOIL BEARING iS OWEN A5 2.00C PSF AOR GRAv�T�' LOADS FRONT ELEVATION 6. 7E-DOWN AN0109,15 SHALL BE HILTI 7(d KWIK-BOLTS, lig USE 2 - �/ x 41/7 ANCHORS WTTI-+ 3' EMBEDMEN' PER BASE PLATE. PLACE ANCHORS DIA60NA-,-v. u l SPEGIAL INSPECTION 19 NCR REQUIRED. 111 Lr IF ANY D15CREPANCY OCCURS. CONTACT THE ENGINEER -OR GLAPJRGATION I ELEVATION AND PLAN VI SCALE: 1/2"_1'0" �����1 keF � w fvFF9 111350 ORE .'Gly 19 II i m 6750 sw donMa Rd. OUP 2000.00457 3 of 4 I Cm lillilm uiiinul1ili1Iiiijllil�iiiilnll1nl�inl1u;1inl�Iu�iul�Illi IIu�IIII ��II�IIII lul�lln nll�lnl Iln�ll u�un InI�InI uninll IUl�ilil IIII�ini IIIi�IIn�IIu�IIllu�ln�nll iln�nu Ini�ili Iiii�i��i iill�IUI Inl�iin ull�Iiil Iin�nii LEGIBILITY STRIP p 1 4I I I I I I I I -__ ipmm.lcm 10 I 1 I2 13 14 1 leI 17 18 19 20 21 22 23 24 25 28 27 28 29 30 al I t fSl "aIml a jos ° 1111111111117 IT,Lill, 114111111111 1 I'llw1h.1 I'll,111111.11 ill 11111 1111111111 l4w 08 T.T.11FRIM"I _7 1 1111110" 111 101011 AWN go!"!igloo., i(. ,ch �t 6' 7 8' CO C3 L 0 0 0 7 8' •', __ _ a,, ..._ _ _ _ _ I VARIES VAAES 1-j 17J C3 El El 0 p3/8' THK .-- :. - • �Ij�M c ;,r '- VIL6 INTERCHANGE FR�-1E*- -8 T O - -3/8' THK _ - go o � A h I 1 4 N A Q L _ J I I - ETT O 0 O \,OO++ T �� vwEw w/HOES �w1y01_ES �-,..1 4• 5 1 4' 1 f8- V— 1 f8• u -- + - 'QUE CRC TB �� x6 f.,SPAT HORIZONTAL DIAGONAL 9 2 7x7 BAS PATE A a i CROSS 1 BASE OF ANCHOR ANCHOR ANCHOR - BAr PARI NUMBER - COt UMN SECTION A" 8" I C" T" D" PLATE HORS DIAMETER EMKDM'T LENGTH ROW BAY A" 8" T" ROW BAY A" " 135' THK B T 144 60 BOOL .G T 144 --3 3 093 91 2 .5 3 4.5 -� - --- i-- - r --- -- ALL ALL 2.25 1.5 .064 Y --- —_ - _— I ALL ALL 2.25 1.5 .064 _ • __-—_». _.- ---. .__.. ___..- - - _. --- _ -- --+--- —.i ----1- � � Z x _ A PAT 4x`i S 3 B SEL E S T _^ { A PLAT I - ' I _� • `__ 2 BASE PLATES - - _ HORIZONTAL STRUT SON AL S 1 7/16* 3" �16' 3' - i �,. • t t � , � DIA. I L ' 1 I ----'� z �- _ I I , • oj 10-0i Attu 1RQ L*AV L' c' i ' . T-80LT ACKET T-800�ET QST fi F MACVrr•T � G;IV TB TB M A SEE CHART 1 FOR SIZE/LOCATION r. AM TO COLUMN CONNECTION � ANCHORS � BEAM TO COL N 2 2 i W BAY LE 41. PART NUMBER CONNECTION 5 WELD A" T" LENGTH ROW CITY X" ` 1 -A► L ALL ALL GF"026560106 144 ---- -- IG r -- -' __---- - __. _ � _ _ 5 .059 44/10 ALL 2 48 a r } �� _ -- — X __1 4• -- — _ -- -- --- — _ — — / C i L • - -.__ _ _ _ - - -_ -. __ ---- - --- - -- - -- _ m vl ID liar n- 0 O1 _53 �/ • - - — - - (t)mob Q o ' 1.117111.14 A.OT PRO, piNF ��O � X11,35 .; ,.� �. A •2OREQON � 7 LOAD BEAMS r, ROW SPACERS , ��s,� 1.01 �_� - sTo , � 04 ISOMETRIC VIEW `����el 3 ( r `Z 6750 SW soMa Ra. 1 sup -0a57 4 of 4 iil UI111111 IIII Iill IIII Illi {I 11 IIII 1111 {III IIII Iill IIII IIII Ilil IIII 1111 IIII IIII IIIc 1111 IIII IIII IIII IIIIIIII IIIIIIIIIIIIIIIII-IIII•IIII IIII IIII IIII IIII LE61 B I L I TY STRIP C m0 2 3 3 �'o I I I 1'12 i t{3 I I{4 I i } I ,{e I ,{7 I ({g � 1{o I a{o I a{( i s{a I z{3 I a{; 1 2{� I ale I a{� 1 2{e I I I L, IQTM.1 CT 29 :�.. a� 11 as ,. 11 I, r Off' F - . - - :M