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I 66. 9 Tc A 70P OF L-4 rp P 0,0r - TO R OF L - 1y.6 gH �, wc. 7 .-«..: --, ` I WALL rOOTINC4 ;�/ I AREA /BKA 5►y S f 6G 5 -- r jr7 .. E3' �I.-1iE `5 1 iv \ rdt' N •4 All, \ � r.r C UT OPENIrUG rO ORAIN RIr3FSON �RA,Iu --- �'6F' CLASS Z (rY�' � t r 3U CURP� �:UT �li7 4 5b:)1E � 4L , , . Jf. O I � AAj1> CaAl')UT 3� }Fi , , v , y RIF•sf301V A f BASE. AF�GUAI�, 1,E, OUT STEVS. 7 / t C? ` 6�v b6.� (0`.O TG O S(r.Z ' j I 1 '!S 5.Z �>r.r Mbe.r 5rd -0, 1 Ste. l� �Q�. o�T/ coN�rr�u�r II , ± nn c -�- I RET,6I !aC l� L. l A I 'Ti-- WALL wA�� E�. FVPTION #� S C A L Efp TC �U7-URE SAAJAt -7 /. +I . �d 1 v�►RKIIIICS ell i ,' Ilk TC Fs8.7 I ��. , - SEE l?ETA1l `A` 3.f3r'� ��, ' f3L ��. C �uj g n�, G FOR ILLY I r m - ,►� i- I � _ j _ 7 I .___ ... _ __ N -r- ._- _ _ x r _.. -- � / , + !r4•! 1'C ! _ ! 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S/ TE PL A k/ r�� �1 G G I $. r., / �IJOTES \ I r0 ALL ELEVATI. S Si-I Wl v -"A , Gi / SIV O �. Q �.� _� lAJ �APwA TYPE r ) • , EL_E.\/ATICGNCa SASE 0 JAJ DATUM FROM ! � " PIG/ . ` ! 5HAPRIO ASSOCIATES SLJR ✓EY lI' �� T�5— OF' SlTEr 1980. IIJL.r 7 (SPEG Z. TC ; LEVAT/0AJS �I 0Wki 0U c� � Tr+ cSG', O/AM, Q0TEr� LL�� , / Ave-, A ,V O HAMPTOAJ ST' ARE S C._. L T 10 ,V 2 t �� TENTATIVE tL)6 JECT TO FIAJAL L.I.r7 TC TOP OF- CURS E ,'- C-v47-I01U , /iw`�. PL A!VS ' ee►aa � r 3, TC ELEVAT10kJS /N Go7 Zd AVE. TO 5E CURB '. ..- C OORO/QATE/� WITH L,l,h. OE: 51Cm&J, — -- PROPER'r•Y LINE ore= rI, 95EAJCN 1,44RK : u/r'/KLr IQ JG�JwF_fr <��. , 1VE Cc�NCR_ cl7 7�+ �✓AMr'Tc�� �. ELEV 1c2.4D ��'� OAV� DESIGN: P KUHLMAN CONSTRUCTION CO. -- --- -- -- DRAWN: F.w, l3, COOPER & ABBOCIATES: 11YC. HAMPTON OAKS CHECKED: FC.C.. �7 �0 S.�fV. MACADAM � ENVIRONMENTAL ENGINEERING SERVICES _ APPROVED: PORTLAND, OREGONSITE PLAN /o,y, . t C J - `- " SCALE: NO TZ-1r) PORTLAND OREGON 97201 FILE 999- UJ-1 NO. REVISION BY DATE NO. REVISION BY DATE DATE: JAN. '81 I OF 15 � � ►' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 III I f'1 1 1 1 1 I I III III I I +t I I I � I I 1 + I � I i + �I 1 � + � � i � I I + + + 1 1 i � I � � �►I ; '-'•..r "AI � IIt { III � III { III { III { III { III � III � �II � I � I { � { I { i { II { I { I � { I � I { I � I { III { II { III { III { III { III � � 2 3 4 5 6 7 8 fl i'0 I I I NOTE: I F THIS MICROFILMED ----'- -- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO TNF QUALITY OF THE ORIGINAL _ DRAW ING• 0E 6? PZ LZ 9Z SZ bZ EZ ZZ IZ OZ 61 81 LI 91 21 bl E`1I al II 01 .1 6 9 1 9 S b E Z loll 11111{1111111111111111111111111111 Ili mill nult0uluu�l��u11111{11t1111U� APRIL 111991 T. ♦ f;.'°Kr7',.-T"t -T f- i . '•�F•V< �; ,. 1.UC �' - - '•M -.. - ren,.: f-•.-- .•1 x'- - 't•, w •f, - ,.,, .^N' !• -r �' `• rRw �. •,.Y" G' a �yi-` �S"• i -'• ,��17'.0','f f -�'•« r }� .�, s lo! ,�" 'k r .LC '1'.. .. .. 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NOTE; I F TN IS M ICROF I LMED DRAWING IS LESS CLEAR THAN of THIS NOTICE, IT IS DUE To r TNF QUALITY OF THE ORIGINAL r DRAWING. OE 62 Be LZ 9Z SZ bZ EZ ZZ 1 OZ 61 91 �I 9t1 SI `1 C ZI 11 01 6 9 L 9S �- b-� - IE-- - z-` 1""a r ►�Ilullllnllnlllnnllnllnitltulltullllul111t111N11uIItu11111161111111101111111111111111111116111111111111'Ji IIdIIII11111I111.1111111111111Ildm111111 IIII,111111111111illIIIIIIIIIIIU111111�111111l1(liJlllult�111111111a1N111111liW1H,"alill1111111111111��1111111t1�1111�1WI J r A APRIL l � 991 STRUCTURAL NOTES G T�T'hese notes are general in nature and are intended to set adflineum staAdards for con- �, i s• , 1 structi0it. The drawings shall govern over the general notes to the extent shown. 2• The contractor shall verify all dimensions and conditions on different drawings and its the field. Notify the architect of any discrepancies before proceedirx3. 3. Contractor to provide all necessary tnmparary support for walls and floors prior to completion of vertical and lateral load systems. .. CODES AND STANDWS ` 1 '-lf''� work s�ia�51- be in strict coa►pliance with the following codes : a. Uniform Building Code (!'# editi%,n) 197b. A. I .S.C. seventh edition c c. All local and state building codes FOUtaIAATIONS (Design soil pressure 2000 psf) o 'Allfootings to bear on firm, undisturbed soil or compacted fill minimum 18 below '^ final grade. Notify design agency before proceeding if any unusual conditions are 10 10 encountered in the footing excav&t-,ons. 2. Do not excavate closer then a 2:1 slope below footings. 3. Clean all footing excavations of louse material by hand. CONCAVE o 'j.'-1N' mum concrete compressive strength to be 3000 psi at 28 days, Minimum cement content Z o u o to be 5 sat ks per yard - except s 1 abs on grade to be 5-1/2 sacks per yard. Max irwum �t� G - �w ri _ _ __ _ _ __ _ --- s l ulrtp 4" , _r 1... -p I!b_ ._�___ I - - - _. --r - - ._ ' Kib- V 2, Place an4 cure all concrete per ACI codes and standmrds, -I Rb 7 •I , ? aet:h way maximum unless other- 3. Prow��de control aoi,»t�s in atT 11FirAbs on grade at �5 o,c. p y i l ��+�iu s on that plans. C 1. AC i I fab 0 f11g sltee to be A-615 grade 60, except ties and stirrups to be grade 40, I � U lop 2. Placa s tt>�WeroU.; per ACI codes and standards. r 3. p all �+IKb bars 30 diameters minimum. �{ 2x IL. 24'a/G - -_-- -� , �' /L'f I' _-_� -! _.._ .�� - ----- � ----- � + WONh I i - i L_ •Itt.11d grades to be as follows : I �� - n � O y. Jii�lls� ' 1� stringers, 2 x 6 studs Douglas Fir 02 6" hMl.s ttlrld stringers Ueug1=ss Fir +�1 b. Bucks, blo4tioliryg, bridging and mist. Douglas Fir or Neta Fir M3 - c. Studs Douglas Fir 02 d. Siils, sleepers, I ( �� I.. .,_ .Lr..,� p Plates and nailing � •y' � t � �l�.s'/�,rcls „_ �.u. �i' � tS I .L.s' x►�s � • fi 15�.....��.--- 3� � ►., � :.,.. . blocks embedded in or in contact with concrete Press. treated Douglas Fir - . �-- `-�;� �lb-ix; __- ��,- i��--"'�' g•ti-I�, =,1 r � lit�r.lw Rte- 1,5 = rs-as ; � R'�' rW 4r-'I U 2. All joists or beams framing into (not bearing art) beams, headers or girders shall be �� I ; ; I AJ 1 CL supported with "U" type "Simpson" or equ j joist or beam hangers. __� -- .,�, ( ( ! ! ^ - �,, ( I a _. W 3. Cros,sbridge at 8;-0" maximum o.c_. for se_ya sawn jo3ist conditions. 4. PLYWOOD to be standard rade ►;ith extenler glade. Minimum plywood nailing 6d com. at � 4 6"o.c, at edge and 12"o.c. intermediate bearing. Install roof shtathing with face 32/16. 2.� It2 i24MG,/` t ^a I r's�-•f'I-Ic:►xT' �� ' � a Sale roof framing plan for special nailing and plywood I .D. irAex for floors anc roof, -- 5. GLUED LAMINATED BEAMS to be laminated from Douglas Fir or Larch. per RITC specs and I_. certification. Fb=24(?0 psi. 06 6. Trus Joist to be installed complete with All accessories per Manufacturer's spec's, $TRUCTURAl. AND MISCE L OUS STEEL i f �;:Y,,,i' r ra . �iv4. , I w Q �n �- . i. steelto he - a icated in accordance with AISC seventh edition. �y i � I f -� Z U 2. All welding to be by cer�tViced welders. ;Ise E60XX or VOXX electrodes. U = 06 Q) A s t be A-307 unless otherwise noted. Pro•»ide standard plate washers under all - - I ) � {- 3. All bolt o s bolt heads and nuts in contact with wood. - ( _ _ _ Li Li a s eA� � Q T t`I, IIo Ar I �"�!�' '- '�G(A . I j h� (��'!/a� Icor►r���, =�- 'T' �"•�tE i� G d�i,�'Q�T M Gt Ar �' A I �.� ►.:T wWF.11� r► }21 's> M�� r �p '��1t C e _ Ai 1�►c?Ic�.-Cec u".i:-T tr"c1,j j4T* t F.cz-'� /Q'1¢� kat /sK $coo r' �qy7,,' a, L. 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