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11225 SW GREENBURG ROAD BLDGS A & B 1 Y1 t • ' 41 W , �" �F.wI^r IST ►a.�rlc�.! New TF2e-f- thil"F941- OF'cN�St.iw Ex Iyf'1N6 Ut'ILIn' jC70L46" 1:195 Co •b' HIbH a 13 4G. ' 11 � I. r SKI 4i 1 I I I + } r - + �. I- 111- .�. + ►. j i --b b- 6 G- •-6 6 - I �I S1'I►J C� � � �I-Lf.� Pbt"ttA1.."�' --- �; � Exly•r'INb . I _ 4N6r raga. _ FRIA � / MCT � • � � � l.4"�t71Nb '7�M:1"�ioN6� � \ \ WHI IN? UT - PPP� PIH6 \ 1b�"1 � \ �. \ ' - � i'f r \ !7) �1�� C�sp•I N +ti �-�•. Go�N CR ►4& • \\� \`r\ \ \ - . �°`DI►�6 N �,0. � \ � � _`rt�er✓r tt�y EYP ---tl -I$�- 'y41 i 6� g� f, /1'cbFK �estU r-A xo \ \\ -r �P • 17 7- LJ ' - N RFIf K \� IN / v I 1-4 New x I• W b� NeW ` \r Jill a l�N -Iv t3lrClti, \ � - LItil" eF v'IyUAL ?G�l r �'�• 2d! p�, i• -GL��Nr C.� �6ZU I IzEb(fi'1'P, • Nr o -P Mkt "i Lr4kH -e4,`Pe I i4 4t"Ot4 �`(� � �, p�s14N e✓ul�v IEkfK� G�T`7' WbIZ, - I�IXL TD COIJ�`r ' . 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OE 6z 8z r_z 9z s tiz Ez + +'Z Iz oz 61 e1 LI 91 sl bI 11 nl 6 8 L 9 S b E z I I II I I I , SNI tttl��lllltt�ll�l�lli��tl������tlt�ltll�llll�llll�llli�lllhllµ�llN611 �l11L�ill�lllll. #111 1flllllli�l.l!��#1 1111.111��IUI�U11 jillibmilIIII�t"I11111111till161111111111 ll1llll�llllII-------- Jill 11 11�11.iwj 1111 MAIO . o"/4 25 1990 : �C Z 1 • �/d(Z.i I'--o`er 4'•© ��(-�'�''�r ����!� � �IZ`�i..IG �c��l�R- • INS I � �4 — — — � M�TAI. pI�H _ �--�� IPA If- p EwT't IH6uI. ' - 0.l /�d�1 �� �� ` 1-•t A Lot 4& TH 14 M PU I�'& , rwIOTY0 AW ok rp t�1oU�-I?P-v IAV�I�AP��Kot1HP A�2F': Hou 4g� F�: I !�;k C-OL'-�'z�jEi 1/0'u -TI oP4=c:5;dp1%,4 r4 , o It Gt 70e> I ZZ-7 - +4� r ¢ sr . rr ® �.nY9 'fir'•-- .rr 'r` .... .. r� _ � _ .. -.. _ i •...e..wyr .. . -:�! MR19atr - -► � I L II ►III ' �FIIIIiI � lilllh� IIIIIII � IIIIIII � IIII111 � IIIIII� ) Illilr1111111111111 IIIIIIIIIIIIII III � IIIIIIIgI III � III III � III III � III IIIIIl1 III � III I I I I � II � III ill Ili III III I I ill . � I � 1 1 1 I I I I � I � 1 � NOTE : IF THIS MICROFILMED — — 2 3 5 6 7 8 9 1�0 12 _ DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL s D RAW I NG. —— _ -- —_— — —-- ——— -- —— —-- -----__ . ------ — 0c 62 82 L2 - 9Z SZ bZ EZ ZZ NZ 0 SS 81 LI 91 SI bi EI z I I 01 6 9 L 9 c b ��II iIII�IIIIIIIIIIIIIIlI1IIIulllliii�lllNIIII�111111111�1111IN�1�N��.lI�1�1.�IIEIIIII•��,��jll�till.�ll!1t�1111111��1I��lUllllll�+�lf�lll�Ll•Ii�1111�IMiIIII1111Wi1IL11111�Wil111.1111.I��UIiLII���,�L lj�j j� I11 - r r AY 25 1990 .,,,....,w....".,�,y.r.ri.'I'�'�"�"'_�-..�_�--_..,.__•._-_.. .r-"..__.r. .. � _.......r.... .r. .. xrn +wren..r �++�...�._.-...,...._ �...._•.....,,,,,a.v„_,r+�,., - � .„ru., d o o P 7 KOF H -- FLAH o I� �TU D V�L°'�l�L`� ' • s � ,' I I I I � top ""eft 010 I I1 1 -Hl I +41 v 12 _j P—e*�Li bA%P--P , Gig 5sc:,1`4 P&e>Fz-rLA&Np , Q9-- 7u4 WOO- • ,". « i 1 i � i l ►I I I 1 `„�I tII t I i S i I � ' � � t I t � t I I S 1 I III II II I III I i I I S I � I 11,1 1 TiI l �1 � I StlI � I „ , lI1 1I1 � ISI � III I1 � 1 � 111I111 11111 [1111 � IIII1 ! 1 � 1 ! I ! IJ IIIIII111I111I11111111111 1 � 1111111 � 11111111111 11111111oil0 ! _. _ 7 8 9 10 I I 12 NOTE : I F THIS MICROFILMED .. ..._ -�._..I.:...�, 2 3 4 6 DRAWING IS LESS CLEAR THAN '� — '�"— ----�•. TH IS NOTICE , IT IS DUE TO i THE QUALITY OF THE ORIGINAL DRAWING. ----—_ ---- -- _ ___ -- -- -- ---_ ...... — — GE 62 92 LZ 9Z SZ V2 fZ ZZ IZ OZ 61 - 91 LI 91 SI bI EI ZI 11 01 _ --_e -- L _--- 9 S b E �r 0 ""l�" AHI �t11��111IIIII�1��lI���!I�������I��t�Itlii1t1111111111111uIal �li 4 i! 1 �11! m1E li�!1 11111l11011u11 1)1 614111 )-ol I11tn1I111I�I1u�1101111twhutwimI�J��t1���il� 1 t�iii�It� �l�l�I�uUf.u`111llIlU�I11T - F MAY 25 1990 „o.++ •-- ._._.- ._.�. �........r--.r.�_ _..__-. .._. �_.--...-�. •W..r�tu -.. '� .n e.r..... � -..°'M..., w"..._ __... __. .. r ti rn aat �,,.... ':;r 7 "� �S'� ., k:,r'. . t-' t/x. P I <^a,9 a.� ,.r! . •:'"::. li?,�w C�'[?'• taf� r .,,�. - ^.Mw'fl+r �. ... ... .:.... ..,.+- - ...�..�� .. .- f•n� LY.�•r -._ ..,. li. �ur• .�' w,. ,. �. n-a .r.._..�,..s�wew�....�i� i,v. .-. _.... W��L 711...x„'-- t ig llp''WIN r , s �y I \ �rwJc-r�r�e �• G G-1 PAL NCTES Gni 3��•F� -,Ir irt'� E, ^A�w I ' P � A. Contractor sria�i verify all dimensions & conditions rte.' _x-r-1%W olr , -- ----1 • P��bo� JI � on site and shall notify architect of any discrepancy on drawings. %Z'I G Y r- rib @ 6' o l I \ Z_ 8 ZA loc- C 7v P �+ 19To¢lE,- 1 ol--' B. All Work shall comply with all requirements of the Ilol. 211 Uniform Luil ging Code, City & County codes and ordinances, Laws of the State Fire Marshal , and j ! 9 applicable plumbing, mechanical & electrical codes. � v 6 � v tl�t� Z 4 C. Provide shoring, bracing , support & protection as WlHtao�J Wlr~la w H1,. H AFb�/b required to maintain structural integrity of the 6.E LJIHdV I.{/ M�TI�l� 4 „rj µ i �A ppm `=Nrr�EMA ^Fze^ project and to protect existing work to remain. 'I/y'' WR 6YP P✓D C 1;o" Nv IG�T�� I,OC,ATIOM ' , -- -- -- -- :p FX 3/q'' FL_ ►fwoac> �,GK I ,, D. Wood in permanent contact with concrete or masonry I ; - 2-�4�C� ItJoG /2, (EYP �P shall be pressure treated. 1 � � � SfU y.l�►l.�s �hr�l E) )01. ./ E. Framing lumber shall be Douglas Fir, construction grade or bet 'ver, 1500f, nailing small be per U.F . C. 2j11�oG � I � schedules. 2'-o''►�a'-o''� 1� P / F'. Contractor shall verify all utilities and coordinate - a - ----- -- ----= rL LA0 L I F1� ?ujaes equipment & fixture requirements with tenant prior W/WIc.�Po<rtouND to final rough-in. �1 hGR�LIri Go�RS i I W/ R� 113AT7 G. Provide solid blocking as required in all wood stud partitions at ceiling lines and/or not to exceed 10 '-01". 2 (�.��. I��I=( T�E� GjIU�� 1`�IIN� -'� N I HSI Nco P5TAI L H. locations/Prvide A" water-resistant gypsum board at all damp '�I SCALA : vie)I I'-o'I o LC Vz) i I I I I I IepI- 1/s �� FLkJ_ FI'r - r10 RTPD I.Pl• � 6,ruv ' I I ; I w.�•1.�,,� �,,�I�T'G ZA-40-�G (1YPILAI� �To E3E R+�r^o� T ��,ld�?c• k3E � O� �UI�� �. I - _ — rF I I _ 3n �L pft+'I Oro 4 y. b R —Go 1,S• -fY f 1 ,�0! '.q' -)', 3r' ►2' �I-3�1 1 - p(ZY C304rr H �•I Hr f?�rH __ I H F- �w e� a--+ CJI I. �- wax G ���+ Lor+G Gvi�6 G JEE SI"1 1 r�� Z �• c.:.or•�GRETC I HeAPI� %Iw r GST H u�u4 t:cE 9Hf•,� oast 5C. �- dol I, Go Xra ` f�l�TO ► al Ff;)V Y G�� JI E. ►�c N �r Co- ! AUTO 1_.___._ /r1q0,/i PFs-I i �Tr..._. X 151� 1 IH.!5Pu1,ATiaH O.Vor-a 0 I p I F —� �-- --� -► 2- !_ar-Ir fA I 1� f'L11012- F I XT V izL-`� G>}-�+►r-1 - JJ C7 eC1Q� �--- ---y �--— --� 5oz r��.� Go I.I-E b� SGT gu I rm A So3/ 22.1�4�4�4•�.�.—. ._,.� t._ _—t �1•L--* 15 Uri I T f F SAT_R -r�Poc2 El 51 �•, _ .._._.------____._--. . � �`-2: - � � - — 2 I�'• fes' �� �' � c o o n \ �-�-�� f�lel►'l l'r - I x-85 Mem ih'y7 4J- 4, IAPPROVED FOR CONSTRUCTION G17Y OF TICARD �► P F_:r EMIT S [1- ,� 133ITE ADD,?ESS_& >Hq LARRY EL BY iOC T R ! ITLF - ..._.. --. _ _DAT s �t r _ ...�, ..�.. POR D. OREGON OF 0 . � _.-- I I , • I I I I I I ! I I I � I I I I I S I.�.I I i I V I I I I IillIilI I 1 1 1 I L I I .�,I III I I I I I I I 1 1 1 1 1 1 1 1 ISI l i l l l l ( l l l l ►•I I 1 1 1 1 1 1 �'�•�� ..:',�..�__-'- 1 I a Ill I I I I I I I I I I ( I I ( I I I I III I f l I I I I (I 1111 I I III I I III I I III III Ill 111 I 111 IIIf III IIIIII111III111Ir11111111 * I 2 ? 4 - - 5 6 7 ® 9 10 II !2 NOTE: IF THIS MICROFILMED ►....�..__.__� ... �....�. 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PWAZ JINO'S. lam. ,Aw l.Jor;" c,,MAt.i.- of THE I.JNII'dleM BUI L-plNe7 ---- - ----- — NI%L..l L-,00w AuTo f"AI NTI1�Cs GoC�fs GIT'( 4 60Ur`tTY L,^j. 5 of 'i'NE STATE _ Y1oN IZ6H^L. I AND DUMBING►i t-1EG4.4^r- lc%AL_ I ELFGTIcIC.AI� �1I G• Pt2o�/IbG S)-1o121h.4Cy, DGI�VI SUF'POQT P�r1T�Uttorl ^g �2EdauIFEv 10 6rrF?-JG T'U PP-AL, I NTEIa RIT Y op: T H 5 Pte o,u EG'Y AHt7 To �Fzo-f�oT �CI1�T INCA y�o le tc. -ro C7. aL.EUrFLIGAL- 1..1 IT 4 e'-LA' & plvl Slag! 2 RGdZU I IzEf`'IBt�TS F I TH E ! T1o1.4AL_ Gk7pF - I FoN P1eooF F,--I.-EGT W GAL l-J I RIMU A EbZ U I rM T NI UST ISE USE op FO, p IPes Go1M�/FiYIN�s C. ? �QU SHa.Lt, P �. ! GI�UNI7�p �J 'r '[IAp N1,tiCfH N�.� 6- P^IHT t-iATIGF21ALh aK4ro IwTEr> Gl-ASS 13 �- ITH F. H FbITiT < 73o AISP ' — �I l.lN(p poI 1-4-r ) I o0 0 1 f" I k +•i. V 6 HT I t-A T'to N 5^(ST>letw l I S I NTEI2L.�xK-E� -J rr r-I SP2�YI ffG� c�EI�aT I oN. ALL SHee-r MI':TAL Mus-r Be GAI,\/pNIZmI? • � t 8 �sAU®r� I 1 ! i • I 11 I I I -- -- -- . _ GI-IANNEL It I Pod) pt. 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"'� _ �� � � _ NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 8 9 !�� I I 12 DRAWING IS LESS CLEAR THAN r - THIS NOTICE, IT IS DUE TO THE QUALITY OF THE OR1GiNAL DRAWING• ' CE 62 92 LZ 92 SZ bZ EZ ZZ I2, 0l. 61 131 LI 91 SII to EI ZI II 01 6 9 L 9 IS. bI E Z 131VID' :2d4l I MAY�mluulnulu�llnNluullu111ullunluulnnlnnlllulunlnnllullw�Itutlllnl�Illllill��l�lIIIIIIIIIII!JIIUIIIIIIIIIIJIIIIIIIIIIIII)N))IIliU!IIIIIIIIIIIIIIIIIIl1I111>JIIIIIIIIIIIIIIIUIIIIllILIIl111lLIItuIllllliflilllullllll,�J)1llW�lUllllll>11111�1Ill1)IlII�IIUIIIUIIIIN , 25 ,, 1990 I Imo,. 1 H H � c2vH T I WA,w, I I I I I I I I i I _ � -IT I . 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OE aZ 6' 1Z 9t S� bZ EZ Z7 IZ OZ 61 8,-' -Lt 91 SSI bl EI a Ii of 6 -- ® L 9 S b E Z I MAW ��111111111111�uulull�IluI11111111111111�111�1i11111NiIN,111111Nt111�}�I►�,{.4�,��JIij�111 tllllll�Il�flll�ItlllUl�lJjl ;M,�NtNM1�IINt1tIW11N�IN1W�!! 1WLl1LIIlllWl�II�IW�IIII ''. _ t - 25 ) 1990 - - +' ••'•'._ - ^__-'_ -" .-••s...oy,_. .... ...... .,.a,._ ++, ,,. r,,..�. ,, /:11�,... - - "�t� � i, ,- --- :r .w - awe.• w -_..- �xr�Ne wA�.� Ae��rE r •_ /�r�� r�15, F/� FJ ' ' � '�FL. + 71 A L�'i'1'�N• -'r, - i err 2S SRN G RI1oNTA�'- o N I r, r► �A �A — ___ • � �� _.- — -- - -�-, y� _ _- --�- �;� � - I F'G' , 1 - 'mac I-JDul2(�Ih TI(��►1'' I - FrOWI , J..;AL+ - A .�H D AhGHO►2 0 , - G?.� 1z d ,�t'•;(j • • �Z 'GYM' �?•D -.�Ar1ew; �}" GVz - �" C.OI`IGI�'t'F �:,At3 �tar�. SSE t�GrAII. 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OE 6z sa tz 9Z 62 fz Ez zz I' 0z 61 91.1.•.1 L1 91 '.•.2!•L--'--.lip I el ZI-I---1 III- -0'-1---' -d 9 ^- L - 9 s 0 E 'z--•-' •-•'I�+�" 111�IIII�u1l�unluu�uu11111�1u1�1u�111111NI�i1t1�NlI I�N �1N � N�Jill,aI I�UlIIIi�11N1Ullr It It11t�11M�NH�lIi��NfI11111W)1wW191W wllwllulllU�11N . . 1990 2 5 I r a IIGENERAL NOTES �, Q^ II GENERAL -.r Z �JJ 1. -These notes set minimum standards for constructico. The drawings govern over the _J U General Notes to the extent shown. r ', II 2. Contractor shall verify all dimensions and conditions on drawings and in field. Q �, 0 Coordinate location of openings through floors. 3. Inspection and/or job supervision is not provided by this design agency unless :a O specifically arranged for by separate contract. r 4. All work shall be in strict cxnpliance with the Uniform Building Code as amended by K tL, State of Oregon and all other sta'_e and local codes and building requirements Q it N u 4- x'1, X �icv %( , ?" /, I ;�tNGItoIZ 1-z%,;`T6 that apply. �P'tF. X 12'-� F Nf:o•I� ~OF- O� T.J liJ/�� SITE WORK ' l.—Remove all organic material and top soil from areas under the building or under paved areas. 2. Fill material to consist of a granular material. Place fill in lifts not to exceed 8" and compact to 1010% Standard AASHTO T-99 under footinqs and to 95% standard AASHTO T-99 under saved areas and floor slabs. Provide compaction test as may - be required u,, building department. 3. Base material immediately under slab to be 6" layer of 1-1/2" minus compacted crushed rock. pnj�z �3Y L, F, FOUNDATIONS 1. Design soil pressure assumed to be IrAf7 psf LL plus D.L. Notify engineer if other conditions exist. 2. All footings to bear on firm, undisturbed snil or approved compacted fill minimum 18" below final grade. Clean all footing trenches of loose material by hand. D n Notify design agoncy before proceeding if any unusual conditions are encountered _ in the fo^ting excavations. 3. Do not excavate closer than a 2:1 slope below footings. CONCRETE .,. 1--SIFength: Average concrete strength 5s determined by job cast lab cured cylinder 11% "f to be $0W psi at 28 days. Place and cure all concrete per ACI codes and standards. — "Q 3. Air entrainment 4 to 6% in all exterior slabs. 4.. Admix: water reducing agent in all slabs on grade (Potzolith or equal). X _ ✓� --rte ='! '1 REINFORCING (CONCRETE) 1. TM reinlorcT-ng-,teel to be ASTM A615 Grade 40. II I li 2. Fabricate and install reinforcing steel according to the "Manual of Standard Practice — E . �� for Detailing Reinforced Concrete Structures" At;! Standard 315. 3. Lap all continuous bars 30 di.,meters or I—i" minimum. METAL BUILDINGS 1.—TFe pre-engineered metalwbui`4ing shall be designed in compl'anre with the Uniform Building Code latest euition and all state and local building codes. Res- ponsibility for design shall rest solely with the manufa,turer. 2. Contractor shall submit drawings of the building clearly showing the sizes and arrangement of all structural members and connections and of all building com- ponents and accessories. Drawings shall be suitable to show compliance with the • building codes and to obtain building permits. 3. Contractor is responsible for reviewing drawings from different sources to verify compatibility of the plans and details. Special attention is directed but not limited to verifying column and/or anchor bolt layout on the foundation drawings •�� to match the metal building pla'' and details. 4. Notify engineer before proceediig if any materials shipped to the job site ar•e damaged or if field conditions iecessitate modification of any structural members. 5. The pre-engineered metal building manufacturers shall supply the foundation engineer with all vertical and horizont,l reactions for the building to be constructed. t A, - WC1.VIr� 1 J f EL•1,,-6 0 �A*t MPvE ►Y,' GL R11 r Ela /�e,VEr6 ?O Fw xx 6F� E-V XA _ - ." I, .�01�, ✓mss �#" �� �=� � �E ��. �I� '�2 , V==-A! r Z, 5uGK5, 5L4::VK'c�r, IL�'l� Mlsc, 5E Pe U6, U 0�.Gil1a.5 I SL..0f,f-7e,�Z5 '' ' I_WJLI Nb• e�- N W/ GoticQe'Yr �S F:W-E`6LArzE I-1Z PO W 6p, F i FL 0 2 Z TU• �,�r 1 v L� �X/I N7 �, P�K- N 54l.L 2E. F��,I�f G GE= -1 I.i.H LJ IJ F1, AND h��" 3 c���'�•-� I ��2''-.. I v" 76 �.w cfi.E I� to =C" v T ���>�, �M7 NI ETA eiIraI Zx� � y.�,1 , 5 X a� ;�" �� y2' A 1211 �� �'- � � Rom pv�GNo��,, �- �•�� P,A{.I��.. II z 2 4, V OKI I.J, LJ F F Hop � 56&L AI J T = 7 U �• y_X U,j u O90 Qh 0 Ti I III �Jl! • Z � � ► ! 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'-+' r+rr .«wwwrwMw;...w{!tMwL�pry , .. ,. +u,•, ..,sw.o..,,,m..owrn..,,.,.+wrwnwwrw -. nnuna �,..:wwna.•..s „ww...n....,., 1 IIIq IIµlI II11111l10,11II IIIIIII IIIIIII IIIIIII Mill!I IIIr"1 111111! 1111111 IIIIIII Il1011l 11111111111111111111111 11!1111 III III 111 III III I,! fll III rll !!� SII ril III Irl �� _..r " ._,,. ,._- .•. « F -..� _. 2 I I I i ,I I I I I I I I NOTE: i F THIS MICROFILMED ( 3 4--� 5 6 7 e 8 10 I I 12 DRAWING IS LESS CLEAR THAN "--- - — -- —"THIS NOTICE, IT IS DUE TO HE QUALITY OF THE ORIGINAL DRAWING. OE SZ 82 LZ 92 S2 bZ EZ 22 IZ Oz :I 91 L I 9`1 SII �! E I 21 11 01 6 8�' � L� 9 S !b c Z I"■1* ��IIIIIlilurl.Ullnul!nilunlilUlUr11111111111111111111111111IIINul�lllll)IIJ�IINIIIIILIUI�IIII I►11111!llll:l1111)IIIIII111flllnitltM111i�111llllllltttlllllllllLIIIIIl1111111�1111111IIIuiLU�h1ll�111L1111111111Uw11111J�111�11�111�IwJ11ll�1JuIWllllulllll{Iutllwlllll MAY25199a ' j� -XrErrb waw ANOVE LD �.� L-F�Tk'►�. � !-o � 4_o A h14FYN14 A /i�> R��1c�EP• I ��' _tf ' 3 I c'i ��( 2- 2� 12 � �1E•1'iklr =►SME r1�?Al. FRA�`�E _.. .-- Aria h� G o� _�� I pip pz lAct''i F"-- '�YF' 'D -,JAI"1P Wj 1fF" GiJ2 = '' !� G RST"E GLAD �A I•I LG ^',�'1=>'. �.v�• 2 — IZ I > . ^1�� • Aft• IZF-A'P. -A I.AI`tT 't*-1 �1 p E�� N / i>r_-i " Alm FR��r�ilE --- - •�cAI�Af f�" _�) A, 5. rLA-tom cvLA moi- _ _ I - -- -- �`'. _ - - r A _ 2'•o"�Z'-O" THiGI +ED � w • - _ — ..ri /r' AIL :I, F�ZR►�' E`' I�i/ I a,_ �I_ I X If) 411 ,`� -= v E T-11 G1.Iz "'P ' '.�'5, 3'-v AU- . m t_4 � r'I' uI K GE`tl!t_ �� a> Iz �-1;,,;:EI.. N J ✓ SIC /;.i— I5 eLL, �' 1= d�J !r' �`�, 0 ' T D _N t- .► , I I I i •=� r-I�/ /� G"` -�I t'1�� �-��'r ` � ✓'`l I i I J�" tI I L::. r 11��. v I \• r rl b l ` / r 1 l \^, I \�,. I _ I � N �TW.1 710 - t• � ry • '/�' G t,� TEI'''I P � I , PATE (tel ^ — _ I'-p'� 14' � o pap it Gor�Pl-ESE �-v FIJI -t/PJB �, 7 \� , !— g4 UA L• G,oGk' I I I I I H121��-+c+�� PPI-C r�URo.F?i�-'_ �,�%�I'•; Wit-+ �R NF.AIz ! i �- I i � j -�- '�?1.i�-^Ati' 1• ! �! 'L� +v t•ATI rye c 'Y H(�-� f Viz '- - - — _ — _ -- i ( I I r'1/-�F>1'"IC� "C'> ��F_'t•'�IAI"I U N'4'� r`> —_ ________._.___ _ __._ ___ _ I _____— _- ----1-�----- � ----- - , - ---r �L 0� I t -e.V�VI !a U s: I a [Li MIT ! 1ETA1- �J:L71Nv � I/a• l�,.F,�•1z C.%4 Gi.1:o•K- � Arc��r _i�_..-____, I __ . �._ ', I All I / 3 � SEE '1YF'Y�-• �41UF IX6 fit' e#c Lem- -�4-- GEv,A 1 �` I ref./ I I � "� i / I � �A i 1't'f'Eb H M t � •'1� �. "'1-':�'`A�- � �- ►•-- I ,�-• rr...•- ,� Q 3 I a•'I Fo� F�M�1' I f Lc_= yam- ._ _- ._ ..._ __•^" .AI�•�i+A � I � _ , !�1��11►IIID.illlll�l�l�l�f��lllllllllllllllllllllllllillllll�llll!1'11►IIII�IIIr�IIIIIlI111IIIlIIIIIII�I111If�lIIII�1lIIIIIIIII�IIIIIIIIIIIIIIIIIIII�i�I�11I11�lIfIlI111I�I1I11�I111111�I�i11�11 �, ...�.. NOTE: IF THIS MICROFILMED +-� ( r......._? 4_ �I 6 7 8 9 io I I 12 DRAWING IS LESS CLEAR THAN ---`- --'+► '� THIS NOTICE, IT IS DUE TC THE QUALITY OF THE ORIGINAL DRAWING. 0� 62 AZ tz 8'z SZ b?, E? ZZ 12 07 61 el /.I 91 91 bl CI 71 II 01 6 9 L 9 5 b c 2 1"•"" �fll 11III III1 IIIIhiII III11111111mll111111i111111I1111II111II111I1111h1�; !11�I11lIl.,IIIII!Illlll.�u�IIIIIIIIIIII!IIiUIIIIUIIIIlI4111IIIIlI1MN111 (1)�IIIiIIHIIIIUIhfUIIIILII111IIIflhlil�kilMulllluiuulwtllullsullllttWu�Ellrl wlullluu�l,lllwllllul,lllllulluul111, I MAY 25 1990 • II GENERAL NOTES 40b 4 II GENERAL z 1 1. These notes set minimum standards for construction. The draw',ngs govern over the v General Notes to the extent shown. W qt II t� 2. Contractor shall verify all dimensions and conditions on drawings and in field. o 1 [ Coordinate location of openings through floors. I 3. Inspection and/or job supervision is not provided by this design agency unless 3�ICp^ �2'IX� X y/�f X DI (OI W/ specifically arranged for by separate contract. �� 4. All work shall be in strict compliance with the Uniform Building Code as amended by � � Cr.tl �11� 2' ys X �2 �0 V the State of Oregon and all other state and local codes .:,nd builciny requirements 4 X2 x �!O W..✓E1,To � ; 14`�Ncl'}4Z I-o,1ATIF- that apply. �A�'E x 12'•c NF.o,� Tor ole Y�'Iwpt_1_. SITE WORK � 1. Remove all organic material and top soil from areas under the building or under paved areas. 2. fill material to consist of a granular material. Place fill in lifts not to exceed • GJ J 8" and compact to 100' Standard AASHTO T-99 under footings and to 95% standard - AASHTG T-99 under paved are,.s and floor slabs. Provide compaction test as may be required by building departmett. t 3. Base material immediately under slab to be 6" layer of 1-1.2" minus compacted Poo g 1 crushed rock. pjEj, r���J la lc, FOUNDATIONS 1. Design soil pressure assumed to be 15W psf LL plus D.L. Notify engineer, if other conditions exist. 2. All footings tc bear on firm, undisturbed soil nr approved compacted fill minimum 18" below final grade. Clear all fooling trenches of loose material by hand. D ( O� Notify design agency before- )roceeding if any unusual conditions are encountered I in the fouting excavations. 3. Do not excavate closer than a 2:1 slope below footings. .f I CONCRETE strength: Average concrete strength a determined by ,job cast lab cured cylinder to be %J' psi at 28 days. 2. Place and cure all concrete per ACI codes and standards. 3. Air entrainment 4 to 6% in all exterior slabs. 4.. Admix: water reducing agent in all slabs on grade (Pozzolitl, or equal). _ -`.+I't'•l`II REINFORCING (CONCRETE � `:i '.,_'•� I �� 1. -lI'(1- retn orctng steel to be ASTM A615 Grade 40. "f 2. Fabricate and install reinforcing steel according to the "Manual of Standard Practice for Detailing Reinforced Concrete Structures" ACI Star,dard 315. 3. Lap all continuous bars 30 diameters or 1'-6" minimum. / L, METAL BUILDINGS 1. -eie pre-engineered metal building shall be designed in compliance with the Uniform Buildin; Code latest edition and all state and local building codes. Res- ponsibility for design shall rest solely with the manufacturer. 2. Contractor shall submit drawings of the building clearly showing the sizes and arrangemenL of all structural members and connections and of all building com- ponents and acegssories. Drawings shall be suitable to show compliance with the building codes and to obtain building permits. 3. Contractor is responsible for reviewing drawings from different sources to verify compatibility of the plans and datails. Special attention is directed but not limitad to verifying column and/or anchor bolt layout on the foundation drawings I•�� to match the metal building plan and details. r-7—� 4. Notify engineer before proceeding if any materials shipped to the job site are damaged or if field conditions necessitate modification of any structural members. 5. The pre-engineered metal building manufacturers shall supply the foundation engineer with all vertical and horizontal reactions for the builAing to be constructed. I,Adii c lo- !, IA, F►-►,� Td P. Mme epy, v4 a L.vFIiZ J ro p0D . I, .Ivl�I ;�15 �#' �,Ti�l r•!a<�e�, � ['� ��i. t"I Fz *2. . Z, �.JGKS, P�I.CuK BRIIP61 M15G, '2� 5E Dou,.6, F•IK 3. �}.�i►U,.S I Sly- P�.RS, R.p, 5 � Na I N p��K s �N Go hlt,QGT (�I/ G4 N G R E'1'� Glri. ►,�5,SDN►z-Y S�l.L � F}�E`-'�t.l IZE "1'�EA� . POW&,&, F�R. # 2 75 / F- ckE t.;) to =d' v�Tt:+�-�.. C� ���-I N6 u�►E�, ,4N� rJai' Id712" - � �� � � Rot? �r'.IGH012�y. �- �''`� P,o•N�L II I T �t� � � �' y � • Y�IGiAI. % t0 ( vs, �6b $ • ,p e.� 1 OD - ` l l iZ G�tl,lc�h-i EIS i i�: I— an /04 II•- v �YG�NIJ, � � C� -T I F�N�I LC I is ��' -_rte_ y�• - "4" ?�,' ��• �1�2 _ ,r �Yi� r, �`_____ '� � ,,�' �•� � , W� - PIGS., r _ �• ►i 6 - • �J • I o•moi• Rtvl e4-• 7 /-112 goHT 1Z 014 F09 POP t - 'Z x2 I/4 O -Co �.�zalaNr. �NGI-10{� '��-t"� • 'IEE PI..r0+1.1 'T' IG-64 ,'T It I 1— h1�,p•L _._ �- _ — — _ - -- -- ee3u�•��. �� of 5:;t su --- —• — -- -- �J���i — 1 (:P"3 J":Jtt1 rj PAY i 1 _ _ r—_ l D� 3 p RM I IAZ Y ; ' • eY..n... 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NOTE: IF THIS MICROFILMED ► ( 4 _ _ 5 6 7 8 9 10 ! 12 } DRAWING IS LESS CLEAR THAN 4 THIS NOTICE, IT 1S DUE TO " THE QUALITY OF THE ORIGINAL DRAWING. 0C 6Z 92 LZ 9Z SZ bZ EZ ZZ IZ OZ 61 91 LI 91 SI yl EI z II 01 6 Y L 9 S b E Z I"■i*r rill u111ilnlrlllllllllllllllrlrli11111111�I11111111II11111111I111111111�1u111U1�111411111111111111 �flIIIIII�II!i�IIIllllllllllllllllllllll111+I11l�j►l1IIIIIINi111111111IIIin!)IIIIIIUI�IIIIIIIIIJiIJIIIIdl�llllllWlW1lI111111111i111�11llW1ufUU11111111)Uil1IlllllllllllllllliUl24 1( llll AY. 25 ,, 1990 I l : REVISIONS BY l � 100 fi .v r � � 4 ' �� n 4 I p \ 1 ,\ Lj cy. 1 $ W Ilk tel/ \4�d I �Pti 'i J Z I f� I, h i tr 1 T`1P U_ I � 1 It : � ..---•-____ �_- ------..._ ... __�---- -----�� .�____ _— ._ __ __ _-. ___—��.+_-_—r__ .-.yl�._.- —� - - I Date '✓',1 '�` _' Sc 10;� fawn Job Sheet �'� (�� !2 ,�►. 4 G,� ( I12 �12.aJ) ('� SII A. 6 u 6A• ( ,z,, J PRIMED ON NO 100W WAPPRINT ,.•. ,. .A nkypr.i .4: �� NI.M _ _ _ni aMYNMVWc<V IPi1Mn-+•.+ RP._, .'V!� ... o _,._ / ' ..rw...::...mrasn�.�ru„li�Mr�•.."�.*"..... ,,. • ... �..,_ ._.._ ..,wYcmd'.�?nl��Y.w.n.......__._... 1M.,IFI�!iM�r'n""^nr""w�...........r.«.+,y�>„+orrrA�rw++r . .. .. _. .-- ..._.. ._ .. .. ..t .. .. � _ � ,111 1111111 II{11111111t(1 1111111 III III III{111 III 111 IIII111 111 III III�11) 111 111 11+1111 III III 111I1}I 111 111 1111111111 III III{111 Ilt 111 1111{111 III 111 ill{111 11► 111 111 +; 2 3 4 5 R 7 8 9 10 11 12 "TE: IF THIS MICROFILMED I - — - --- � f DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 1S DUE TO M THE QUALITY OF PIE ORIGINAL DRAWING. I IIIIIII111111111111t1111 ( III I I I Inti{II III II II II{I 11I�i. r uullnl{nuluu�uldnn I�ulltulutdlulhurtuuLwlw�utlwl�ul,uit�wllu�utl�Uu�tul�lul�lullulltwlnn OE 6z 9Z Lz 9``z Sz OZ E2 zz Iz Oz Of QI LI 91 51 bl EI zl II 01 d 9 L 9 s b E z 1 MIi1�1I111U11 11111IHIIIIIII{IIIIIIIII{Illllilll{}INfIUI{} Il�l.ill 111 I�Ull�ll I ._ II I I� 11 I III 1► .IIIIU_{ ( �� c MAY 25 1990 REVISIONS By i X24r4 761 f � 1,x'1 ��' -•_ U i I+4 c. Y � � �_ �\ i /lid 1I �J��_,_..t.._.�- .._• - - S I t _, N � .�._.._._ �- 1 I i bl ��1h.ER � CN ' �tQ d • f 4.0 7-el . _ �_ R8- _ 4)P Y _ ;7z bL - r � Ul. fro -rYP -re I 4 b- ; � '`� � Imo'• �► ._ v d f ff2'� Drawn « T"' Job ft 0! 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