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11305 SW BULL MOUNTAIN ROAD-7
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C 1 _ a g P P 1 g'lje,7 % , i 1 i, .. Fog... ,w�;,t, j ____r-li �-Ar.•,-------- m+>P �'fc +� ►! compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities .• • --- 1 ir „Iry 11 ... I -45....'1 and dimensions; selecting fabrication processes and techniques of _ �� C` constructions coordinating his work with that of all other trades; and t '� i ! performing his work in a safe and satisfactory manner. 1• r' 'IL- MOFFATT, NICHOL & BONNEY, INC.4 Sr ,>P DRA�ti'1t�JG REVIEW - • ORTLAND, OREGON1 +} I + 1 REtir'nrtSE rtFr+��IREt)of , I1� 4:1:111"I':8;1.1117.-711;1-'''': RCF117E' ',RF.VIFWCONTr�/tCT(�R, I Il ' � II t xceplror_ RN;' r; Gonhrm and verity D fay + DBt� 1#� ,� iak�'n ` ` I r Tmarking; omm{'r' Ftrsubm t fl I ojp; ..v ,.,2) •, 0 411 ,........4, 43 1.1.1, ,i7e. of iiiii, L �tect's rF iew is sur E 1 ;al E:onturm,�nr_e with i �e I . : cz--..t.L.A.---::::-.3.17:-4 7- , ----- k SjiL .,...... 1 t and contract rfnrt�rnrn.f;. fvtark+nRs ur rmil /� comments sh II not be ronylivad as re!ieving the r _.__._.. V.1/1 ” j_ ♦ 4t..-- '�. ._. _ - d�' Ian �rtd_ _ -` - Contractor from cuntpliarr e with the prlrleci p . �� �rEti.�r + 'i �r„� r 1 �7y S '' 1 + 1 5pecflcatl�ns, nor d!lparturc�s ther��frorn. fhe ,J/� j `� " ] CLACKAMAS. tl� MAf11Eii RD. + lnntractrrr re nalns r}spo,s�ttle for dErtaEls and OREGON 91015 r untirrnmf!and coir lating all quantities r..�._._.. , .._.--._.. 1 '�j�'�` G' :IL' . __� -. I ra r i processes P. 0, t!C?X 354 ............,.............,...................E E I V, V y,° "---*" , iEa+1(i lj1i+lCnS► :oinlotiiiiforutilatrlirNsees:rief",.t : t? Il' t7t) •hdt(!+ 14044 1, �. . + IMSTL 114 _ ` �.. - +� j j p _ 0 for tec'wa rnb{yiur cuurdlnahortofhis1 . ‘, 1 + work wit}1 t trades, acrd for.lterformutg,his ! 15(1131 d3 y 9G!aC�$MIT Ui.': SNIf' ARC+ F'Iia.fECl' 4W:."'G,�"�" '�" 'fie.' k�•kt> c... " t r.4 .. .k .gyp,, L . . __._Date_. L CSC A I I C)TJ '('►r ►l�.'i 4 DRAWN tt�lt 8 Y ie •►•'' '44 -------_- _. - •, . 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St.5°67-r- li;%".'! ttr4; i. N. /,j %/op A., fr v414 ! i 1 fl*‘,2 '2,-)e..-, I_ dr ANNi# ...../...1 A .) , 7 t• i .4(14, p /Nirf.:, 4t4, ' eleZ / VIA . ttiki:; t I \-7 1 i . , \ t ' - ---.=.—. -::::::",."..7:.--__I r-_— --11b._ 1 ...il H _____,;;.. .,,,,.; • I � ,.., �, •.__...-- _.!,. !1/tiC.. �'`7 �' � (s �...A • ��..� c,-; /�/�,,,. ''f) '" � � 15..corfectionsc:z.n.,76":....."::::ent: -� IONTal(EN [� REVgEANC R E JECED ' 8 .__.__ _.CORRECTED �._w - Lnerns made ontheshot, dawings ,lunng thsre ,en trattor fromcompliancewithrequrementsofthe .. ALLN itications Checking Is 1�rll, for review of general '7► tar�ta�*,attt:e with lite design concept of the project and general *P p 7"x 7 # �� 7. 45 • • ,� „* „ x ,fes -� _ 1 cotnpGnnee with the information given �n th? cant�act documents The r _._.�_ _ ._ __..w __..._/ contractor is tespo+tsible for confirming and correlating all quant+t+es • _._, .._ _._ _,..�._...�.... ,r ---1 l i _� _'—I- �,__ �j_ and d+Tensions' selecting fabrication processes and techr.�ques of I L T It constructions: coordinating his work with that of ail other trades, and �, is �„� ___ - - --- _ performing his work in a safe and satisfactory manner. 34/" M..� �. - �. � �, ,,. ���' ATT, NICH0L & CiONNEY , INC. . • II ,1 11'664 . 1 Pi' 2 titr i 1 ! i I --- 1 . .. PORT ANO, ()F�Evc�N %tit. ; 1 I 1 i ..L......_____I_____L I ,1t' ° 1 ,,' fi 1 .�___- _ __ . - ,. '" Date i / 1 Ca46 i WIT le 0,-4‘......., • - , i l • ; ' 7-:,..ir- - ' i......4. 'opt 224. } • t r I L , ,,,, $ i ? t ‘t/ . ,I,- {sr _- !! 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(._ k PRESERVATIVE n TYPE & RETENTION_ • , 'r\C )' —_. 'TREATMENT ------ LI- '?-.1.4. .1-At,,-!.> / \.• q• ' cCscse°immvnentcillinri_Ilaheciccrtiltolortrullostiontrtinsrea,lice_AillortitrpNItiilarldRnespiieninwrDpatttittrAritierte_hccem,tmpattirsoertree::::_wpovirnniLtht: - _ - 1 pif hioNE... -- -___ I , , , / , (.:2' .......... . -- — s . 4 • PROJE°C ------ •, ri>. -, ,-----•• ---- ---- ', t'\ '-- .7 _ • , / ....... , ,.._ THIS PRINT IS THE PROPERTY OF • .T:BOXi..1;;;/..PORTLAND,lH .. I,(i.i"(OREGON LDI:::1:13tLI/ I 60e3:42‘.5):179 \../g1 Luc...K_4" TD(:":3-1, --(-_-). TAKE-._ LUCKY DISTRIBUTING CO. , „,),/ vie.1...ve,-1- Q s re_ LUCKY DISTRIBUTING CO. / GT \\ , 4.17 .10()rz trzii....E. sz_:64::: . v!:?..,,T:71 Lrztoi tvt.::1,Ts F7t)czE,ssst..41 11.1177.3.jc,-2. °Aril wRis NITTOTETNOPBEERMCIOSPSIIEODN,.LISED OR REPRODUCED WITHOUT .. .... . -4,1-, ' 42; 1 40sraFPa&Pfir" "' It* - BY WHOM _ LOCATION: -r lc,is,rz 0 1 0 rz_a64 rn, , 2S. S41 s / .--.....___---- .„I c .............. ' i I / . ‘. _____.--N. . . • DATE REVISION . . . F Rot-1 KL( i-T-T tr\i( , (.--._.)C- 7—E.A..1 s 131,4 tr..)-• t....- ep-• / I I- (o-5r/( ti.\_1 VE12_ ACPrzokiAsu Al.11.4 ARCH.-ENGR. SI-4 111-4 /OLA L.L.. 0 aYills H I --1 , • . V. a 4) 9 LA 1,..1 : ,,, .,t.!,.. .-: .- -4,....., i _(-)• , , L.,' rtnit4.1 • , . . . _. -. CONTRACTOR: _____ _ ,, • ' DRAWN BY: A u#.4 p-i DATE i zi1/2/at JOB NO. SHEET . . , . - , . . ,4 OCA011 A A IV IllONLITI CO . CHECKED BY: DATE Cigiliri 1 OF 2, • . - . . , . . . • . ,-- "....,, , . . i - • • • ,. . . . . . . , . .. • • . .. . . . - -.0.0•-•\. , . _... . _ _......_ 44 Ab' . r r ' _ --.*.-.-...... - .• 4 1 • . •1. 1111111111111 . ..., ..•••.. ' 101.1.10011.111.111 -...7' . 4 ,-wwwoommimemussaimic I 1111111i1;114 14iiTITI.!,11111.1pliiiilliiiiilippliiiiii111111111111 , • 1 NOTE: I F TH:S M JCROF I LME D 1] 41 i 51 *71_ - I 91 1 101 I 111 1 I 121 1 DRAWL% IS I E3S CLEAR THAN — - . ' THIS NOTICE, T IS DUE TO I 111111111111 11111111111111 e . THE QUAL ITY CF THE ORIGINAL I 1 II 1 t' t 1 ert 1 1 111 DRAWING. rOiFlii ZILE ' ZilgifliTrigilt 61 RI 1 iii I 1 -6 1 iti I L- 19119 II, 1 le 1 li 1 . 1111111111111111111111111111111 111111111111111111 111111111 111111111 111111111 1111 1111111111111 1111 1111 1111 11111i."Iiiiii,11 1111 11111111111111111d 40111111 1011131fIlli 1111 !III 11(1111111 1111 111I 1111111111111111 1111 1111 11111111 1111 1111 11111111111111111111 1111 1111 • , . - JUNE 4 . t • • . ,_ . , , •-•!( 4 7 • r 2� l.,,lLi' • Vf ��-3`/d' n'.o/Z ('tA►� '�[� 276' C� ,�7, iI I ,i. .. s 1 ! 2`/-44 ! 14 /Z( - 10,52.-79,' 2'/�" r_ - 7 2 C -�u 21,-r8` 2 g I�4 �� I i21,'7b ma 1-\�. ftF, I -4'/i 1 J c 5.7�'J1 • f, a1.AN , . 2q-o'/x( 21 .2`a 1 - 211_ SrbzC „ _ S,�")d•' ' -- - - __ ,� -�\ 1.447E ' LEAVE. Ct1G'S 01 LC' FoC..) 'FIELD 'Trz.iM •I tLc GUI eIHi c 0 Fr SG �82 lalz(:u , K/ ,ti • 41 �� • ti 12 ..- �'Ig�L t.u1 4-.46,11.- - / ',\ -' 1 • --� i' ^j4. �,\ Nr ��' 461b' • • ��7� •�„ G�s A rim G R..) t 21?rL_ ?'G'' 5'/, ..?,(....2�n. tic)Gp rt._ V tM\ !4, _ • v 12 0 ` G�b2 1 2�.�' d . ,., \. 77 Z ,‘ ., .. 8 t 1.J f (_.;t4..... may 127"V yj� . 0 w . .446 7 LV,^1.,w �, / /� lir.- 4,107 /� ' • + - 21 V/ �• 4 ' ' /Iv a1,,' ' / ,• - . • 14. ZSZ' \ , \ ► - / • 4,„ .. . ,//".'" X 7 L/' • • . ....4. . . .- ,-, • , • she, .0.-, - / / , , ,\ 12/p S -+f. - • � -( v cip i)40 i v .�._ �_L2.._..- __ _ __... _. _... ..__. _�-fir? idt j. :�.rLmoi" �i ;_._-2 ._.._ ........_....__ • es • /Z717' /' ZØ ,\`'7/ \A1P/4. 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GA.1�1 t)V;---‘-( .t..`r (,._l'a,p-..l • 1 \ / • LSV- I / i 12 N- ''1 / I G.11029. 1;1` r / �6/+/ ,„--' , 11 'i • �NO EXCEPTION TAKEN [J REVISE AND RESUBMIT 01 70 FURNISH AS CORRECTED 0• REJECTED / rr. yit? • ,y11� �o reetiont or co+nmeafs made on the shop drawings during this review not r 4-,./...'\y^f� /„,. draw ngseande specc'ificationisom corn(h mgnsen lyhfor revieweof sgenf eral •I I�� conformance with the design concept of the protect and general ` ` 4-24 r/./ ` /'� compliance wdh the information given m the contract documents The [ �" contractor is responsible for confirming and correlating all quantities 1 z and dimensions, selecting fabrication processes and techniquesI • -�' o N` construcbnns, coordinating his wort with that of all ot+er trades;and ' n. Q /i pelfurrrung his work m a sale and sat s actory manner. • �f '" MOFFATT, NIOHOI_ & BONNEY, INC. 1131/\\\11( \„���..."'”' ` i. n PORTLAND, OREGON 1. \ 0. �� +v S/ Date/ r°1-,------0.------ �'' \ y tV' \1`- y I�!! Grr t.:7 le‹..-- 1.., ).<1,-, - ' /------ . . % �i�j THIS PRINT IS THE PROPERTY OF • ' � j/ . LUCKY DISTRIBUTING CO. LUCKY DISTRIBUTING CO. • AND IS NOT TO BE COPIED, USED OR REPRODUCED WITHOUT P.O.• BOX 18000 /PORTLAND, OREGON 97218 / (503) 252-1249 1 ../...„,„./- OUR WRITTEN PERMISSION. ••I' • PROJECT: /I-{ ,s"T "Tl t K.I UG l..u?Hc_tZA,N c_ k._ DATE REVISION BY WHOM LOCATION: T 1 C,r Ace.Q , 2-E CSI 01,-.1 / 1-G., ','7 A 1--%k,..12._ AV 4-:12.(11./A l_.. /\ H 1 ARCH.-ENGR. ._4- 1 t1 t-1 /t,u L.L VAQT, . . 1 • - — - CONTRACTOR: & ..F.ITI? E k GC.. kJ ST t /-��M H DATE JOB NO. SHEET DRAWN BY: 12/5/t3 Cc • c�ACAYf A.At.pmue■co N��_ �_� CHECKED BY: DATE , I r1 OF I . r . ' F. l- IIiIIIIIIIiIII(IIIIIIIIiI IIIIiIII Ir IIiIIIIIIIiIIIIIIiIIIiIIIivIIIIIII III I IIIaIII IIiI IL. ii Ill lIIII �IbIIIiIIIIIII IIIIIiIIIIVIII 21 1 11 1NOTE: IF THIS MICROFILMED 1 41 __ - _ _DRAWING IS LESS CLEAR THAN T - — • THIS NOTICE, IT IS DUE TO THE QUAIITY OF THE ORIGINAI. 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AN ASSUMPTION I4, MICE THAT THE UNDEROROUtip 2Q� W c -� J I �� q ��y SITE TEM SEE NUM y4 +Jo., I ''� +'SZ°if-��' i i ,S� +31 - 'i\'►'vflea G'R•E_c E GU LN E^' _ ��---- ' �'_ - E, : �� AND ON PRIVATE SURVE`1S PL=.RFoRrnED gY HARUING ELECTRICAL. LINES WERE PLACED IN THE T1�LEPHONE TRENCH �, I _-----�-- 1t' -�� L+• CARL��ON As RECORDED WITHT+IE WASF•IINATON WHEN ORIraIN,�.LLY L.A.ID• ( VER.IFY WITH E-L.EC•TRI�,A COMFANY 1--' r __ ,_� ' -:iii A° � r I _44, f -� �3I., G(jt1NTY �iUfZVEYORS OFFICE AS S. 7Q�11 AND S. 1°1 3• PRIOR- TO GbNSTRULTION 1 THE VERTICAL DATUM 15 " CITY OFTILIARD '- FROM N THE S(TE 5ENC.t•1 MARS i5 GENT-ER ToP OF (0NNET ON FIRE HYDRAr -*11" ti _�y,`+ sit.' +��� --�� `\ fr" CITY BENCH MARK. FOUND <J THE OUTrIEA T COE'NER• OF LOC-ATEE) -,OUTT-IERL.v OF GHUEGH l'SUILDINCI ON cjOUTHERLY S.(PE - y. _ -azo ,, O V,vr MOUKT A I N �,c L L: 30l0•Zrn • ' '}Citi .�'• ti �.W• II'{7" AVENUE AND GAARDE STREET. '�t Rie_H IS OF F3liL� AI) .........'�- -+��r� _�-`--.� M _ A R/R. 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THIS NOTICE, IT IS DUE TO _ - ------ -- THE QUALITY �1F THE ORIGINAL E Z Z LZ Z 4Z �Z-�Z �Z [Z Z 8[ t L[ t t f[ t [ I I ( [ 6 B — G 8 i 9 ► E lL [ �„��� • DRAW iN3. � ( I tilt VIII I� ' � I IIIIIIIII NH11ill 1111 IIII IIIIIII I IIIiIIiIIIIIIIII illll'IIII i � � I �Ii( 1 ►Illi ,1 li !I ► �I �i11ili i IIIiIIIIIIiIII II I � iill iIiiIiIiIIiI .I iliil NI IIII IIII.Iliill, �,uIIIII.iiil Ii liii� Iili ii,'. lIi ,IIi,iill,,lll Illi, IiIIilililiil�IIIIIIIiIIIIIIiIII IlllIIili IIIIIIII I.III�lIIIIiiIillill iII JUNE26 1990 aI n \ ' f1 ' 0 ' ) , 4 0 11 r GENERAL 1- V in40.: . Verify all openings in floor and walls with architectural, mechCC - anical , plumbing and electrical plans. Coordinate openings pot shown with Structural Engineer. See Architectural for dimensions . and details not shown on Structural Drawings. See Architectural plans for location, details and dimensions of all reglets, reveals, jai:.: , inserts, etc. to be cast or formed in concrete or masonry. SEE ARC1.1 . FOR These design drawings present the structural concepts of this Q i % T1-1 1 S ARE A �) project and are not intended to serve as Contractcr's shop z CC 1 ,•-�� -+ drawings. Therefore, certain items may not be completely de- Q tailed on thc � drawings. Such items shall be constructed to W �, �' same standards as s;zown on these design drawings. T � Q� i. �•2 CODES AND STANDARDS l2 © _ fit n 8 S_2 p 8 I>t Oregon State Building Code, 1982 Edition Q American Concrete Institute ACI 318 ►o -44PERFORATE.O DRAIN '� 1 t} American Welding Society O J i .111. logy �' �� • I ' American Institute of Timber Construction J , '-I,I `" �'II`/_... —'" ' l!./*ori...... .2' - _. •I I l .,... ,... . ...,.,,.., ,.. fi /f Ai � o l �rti t/ "y--r�./-�4 �.7 l� 1,...d..7. .— - -- - ` (r„;.... ;j DESIGN �L us'" 1 GN LOADS I� I -- u - - - �- - - - - - - - - - t- -- - - - - - '-"I i % ��"~CMU I ; Seismic Zone 2 K = 1. 33 Z '-'1 I I I Wind 80 mph Exposure B 31-0' I -0 I. I 1 I I I I Roof 25 psf + Drift + • 12 i' I 8 CMU I I I `n' i_ _ _ _ I Q 7- 4 R ♦ I I C J• ? I ._..,_.. I FOUb DATI ONS W S 2 �; _ . 1 I-- - - -- -- -- .� II Maximum design foun%'3cion pressure 1800 psf in accordance with ;IT\ I I I • Shannon & Wilson, Inc. report dated April 10, 1986. O 105!® �'� I I � I All footings and foundation walls shall bear on undisturbed _ - �� I �e.�1 • I material . I" Zimm. • t� All excavations shall be kept during concrete pouring. < 0 � c, ) • x �"' I I. ES CMU I I - If dry � . 14 :O �(3 I c. O C.i• TY1? - - 4 1 ' I s I 1• - All footings shall be minimum o�= 2 ' -0" below adjacent exterior _' _JO t� r grade. z �- ..� _ jo,(__ ,„......._...,+,M ..�..�_ a.�a..,MIIIII .�.��.l.,.. : I rr L� lav IN � 4„). �y C•J. I , .I © CONCRETE 0 Q % _ 1 �1 • 28 day concrete strengths and minimum cement content: d I " F1 NISI-1 FL OR Elm , 301 . 00 1 1 . © C.J• I +'• ® All Concrete 3000 U. -4"V- ; 1 it \ Maximum concrete slumpS14 inches sacks per cu. yd. Q V �'� { O' ' 1 . C a ...,..,s.-.,_.-- , k- ._ llr .. Air entrain all concrete exposed to weather 4 to 6% by volume i i .. r.. "_2:4.-2-�-• I Pumped ' 0 - I concrete slumpmeasured at truck �� F All reinf�rcin steel - ASTM A 615, Grade 60 c`\a`o e f 2 - `4� /II--8" TY 1C L. INTERIOR CMU I .~_ �s • ' Wire mesh ASTM A 185 � �� IK o4 �!1' I j •.�-- ••-..1 I .Unless otherwise noted, reinforcing bars shall be lapped 24 ." e7� ej C.M U 4 'SLAB ON CR4DE MTN I r" . / """" "'"'""'" 't� ( .,i ( diameters or a minimum of 12 inches �434� �'1'1 .>! I ` - I , I All anchor bolts shall be cast-in-place and are noted A. B. on the ma'am, o • © ( ,, t 1 __•..».- drawings --� � 4 w 3 2 I7-71.44.-----1.1.. ' ( Concre.a expansion anchors shall have an I . C.B.C�. rating �� ti„� Y "' �� �' VAPOR f5AR R IG R ON 2 SANK I I lr ._....._ ,._._..__.....-L , ..•_ f pN ,�„P: AGRAVEI. ON GEOTEXTILE � SIM. I � ! '�'.� ..© 1 1 I TS 3 3 • • 93‘ (p 6• W'/ 1 �, -- ---- ,R, 1 TY P. STRUCTURAL STELL 4 PERFORATED + ►J _._ - -- _ -_-3'-ww �- - - All structural al steel shall conform to ASTM A 36 DRAIN 0 structural- I �. All tubes ASTM A 500 . 1 . - I I. I A11 bolts shalt be 3 4 inch A 307 unless shown otherwise ' �. CEILING 7 - © �' I' ` ' 1 • Connecticns per/AISC Standards SUPPOR E I /' .._...._ ,..-t-- _ _,_ -........./..........,........„........7.......7 - ..1 All keld _ SYSTEM E ,, I I , 1 " Iinn hall confcim o AWS Specification, latest:, edition. T�„M::....._,... ._”. .Tf 1 PARTIAL PLAN © a- I2 C.J. �C.J• 1 1-i i . : 1; II I ' • . � g .. � •� MASONRY ll ! I► ;._:w . �`'S C !• i U S 2� • _ _ .... Concre on y s s standard andI i: _ • 1 „:1-"”' .�, ...: �: - ,. a s r nit CMU) _ MI e 43 6. _ 4 1 Q /__ ��_ to m ( shall be 50 50 block split-face, conformin to ASTM C 90 Grade N-1 • I I - -- - - - - -- - :- - ; - - -•--—— -- - - + - - --,- - - --Ji4).- ll Reinforcing bars to conform to ASTM A 615 Grade 60 1 �— it I I .Z :. f. .... yr �� .... .1 • , �10140u. ._ .,.._.a ". �.. " +__. :"� - _ '_ L.:.:__ ... _ _�... " "" :'I ._ ..,- _.: _ M .T7- ":r. _. _»... - ....: _ Mortar: ASTM C 274 ;Type S.. Do not use quicklime in mortar I I • -y I ! R Q �LbC�. �y"'�3�T' Grout: ASTM C 47614 coarse • Lo , } � � w T -. . • - -� Minimum wall reinforcing as follows unless shown otherwise: J I I I i 5 •• Rer 8" walls 1 - 05 @ 32" vert 2 - #4 @ 48" horiz 1 I ( ! ® i �� • �d.i �'•�.0 O V 1 Nu S/I/..t•ta+G'f"i n r All anchor bolts and reinforcing bars shall be in grouted cells / S 'i 1 1I 1 �� ,, ,17--/-:- -•1 A - r inspection ��h plans. Special ere noted on ens • 1111 . 1 . —r .-_.- '.. N A�-�.-.,fi e 41 s o 6._ 2TM �"" - - — ----- C� E4 I } ,:..., 4 -" BER Q� I • I0co r X A..b en. All framing and structural lumber shall be surfaced dried Douglas G s' l i Fir conforminlg to the following stress grades unless shown1) 1 i I TS 3 x 3 TYP otherwise: CD (� 1 I I } ;; Joists and Beam No. 2 --}- I : ,II Blocking, Nailers and Misc. No. 2 O ,.� E E ��R CN . � : � ' � 1 1 � 2 x 4 Studs less than 10 Stud 2 x 4 , 2 x 6 Studs 10 ' and greater No. 2 I . I I--- I -1 Post & Timbers No. 1 • 1 � »........_.. - } --) L. .,.V..� .-' . . 11 Plywood sheathing shall be C-D Standard Sheathing Grade with exterior glue • I I ; S��lr 1 All plywood shall be 5 ply minimum - (1 • II J.r E.J. S- I1 All plates and ledgers in contact with concrete or masonry ( 0 • • I shall be pressure treated (Noted P.T. on the drawings) �f- TY'1?: II Glued laminated timbers shall conform to ANSI/AITC A190. 1-1983 .�.. . . . ; - ,gym ..r...,..•".- p » "Structural Glue L inated Timber" , All laminations Douglas 11 I T ' P l C L EXT ER I R Fir fv = 165 ,psi. Fb = 2200 psi Dry condition of service. I ¢ Architectural Appearance 1 ` ' /'S L A f� ONd A O E` • `' '• Simpson joist hangers and accessories are indicated on the R I P 9 J 1 I • E'`)' 11! I T I-I��t'„ KCA 10/10 IU \V F I F drawings. Silver and Bowman are approved equal _ I1I I ON 4 GRA EL. w I ' I ' j OC • „ II 11w l._ .._... .. . - .., I Z 1 • • LI , �, • C.— J • i r ID. '', . . 1 • i _, D .. . ... r , ... i 1 L.... -...:.�._:.:::...w. ..-. ,al 7::::,....... ........._._ ,,,/ : � ;, I � .L r KEY NOTES 1- 1 ( ( , , . . k. )`• ‘ L `- - - 1 M, 1j -. . r O 5/8" gypsum wallboard each side nailed with 5d cooler nails at 7" / �U 1 • .*� r. . , o.c. all edges. Blocked edges not required. (7.--) _� ' I ._..... 7 -a - � -- - • •�• ,_ �� �• i ' Excavate to top ' f existing footing. Thicken slab on grade to 1� 2 ' w set on top of footing. > t • 0 CMU control joint see detail 8/S2 . , ) -C OConstruction/control joint (CJ) either keyed, formed by plastic NOTE • zip strip, or saw cut. Discontinue reinforcement through joint. I • , S IME See Detail 10/S2 . O EE 1ARCI FOR DIMENSIONS ` < 5, Provid'a backflow preventor prior to connection to storm drainage . C line shown on plumbing plan and site uTiIan. - . 3; • O16" x 16" column with 4 #6 vertical and #3 ties @ 16" o. c. Dowel C • to footing. Footing 3 ' -0" x 3 '•-0" x 10" with 3 #4 each way. -F- ' Bottom of footing 2 '-2" below finish grade. Wrap base of column in »..� _ __...I.. . .»....._. _..... with 1/2" premold. ((- r O4x4 post with Simpson PB base, - on slab on grade poured on 2 ' -0" x S O 2 '-0" X ,9" footing. Bottom of footing elevation 299 . 0. Posts N -, -+ . ••^ stop under sliding partition header. On a Simpson CC post cap. I ; i (;) ,F T Concrete column similar to Detail 12/S2 with wall extending both "�� I .... _. ... N-S and E-W direction 10" from inside face of wall. ODake :. ' FOUNDATION h\ W1D FLOORPLL\ N N • " : Si• /�� - I. O„ PORTLAND LONG BEACH ... ' If" 0 . • AmmilmmimiMmlimminiMMIMMMWMmimMMEINNIMM===MmW — - vririnrmar • , • -'i.•!1' .. .` y. w.. -...p,_._... .....,f. ^'!,* e..... .M�^`.' _.y' . "'t�s. •,_. s;., + -, " LL .,:_1:,,,,e---,: r-tt:•rF :a�q,• ^tyu.p. •.fiC`tr5•. Mali!- _,� - .. . IIIP . .o. - t • • 111 I 1 111 111 111 111 111 111 111 111' 111 111 111 1 1 111 111 111 111 1111111111111 1 1 1 1 11`1 IIII►L� 111 illllll 111 111 1111111 1111111 111114144(P , NOTE: I F THIS MICROFILMED 11111111' 111111111111111111111!111111111 1i) I I 14+ IIG I I I 1.� I I I bi t 101 I j 1 0I I I 11 1 �� ' ` DRAW IN3 IS LESS CLEAR THAN _ 11_ _ __L.�..1 _ �_ .. L ) _ CCC���1 /L___- 161 .. _1 1 ____--, THIS NOTICE, IT IS DUE TO ii -- iTHE QUALITY OF THE ORIGINAL 7ZZ 1Z Z 61 1 1 II I I6—T - -L -Ti-t -� i � le I ,, , ,THAWIN . F 111111IIII IIiIIiZIIIIIILI ZIIIIII311111q11Z11II1II1111II�IIIiIIIII itflIIlliIlIiIIIfIIIII�1,"111II i1iIIiIIIIf!IIIIIIIIIIIIII� )11111IlitII ' IIIIIiIIIIiiIIIII iIfI IIiI IIIIIII {1111 '111{1111IflllIIIIIIIIIII1IiiiIIIIIliIIII 1111 IIII�LII ' I . JUNE 26 5 , 1990 • , 1 . , , II O I Z ! , EQUAL � % M.O. t U (' = W ,T.I L I � ' / WIDE. FLANOE RAPID / SIIZ _ __I0 �I C 1- t' CMU �V1C1� `� CONTROL ��4 CI4l\MF i TYP O « r , r: -d i3 ail, iT ; /1 L' 32 LAP 7'-O. / �� �' V i GRO '. r ALL �E,I-I. - IMPERVIOUS MATER 1;! BASEMENT WALL OR SMALI COINCRE.TE- m ASO rJ RY U1J ITS - / ,�j ' --�- _per A, / _ CANTILEVER RETAINING WALL TT Z �� � TYPICAL '�VALL REII.IFgRCII.Ir/ [ G CLEAN (NOT MORETHAN 2% PASSING ; i // �9 -`T� ,...___L4// ,% _ __ • • • • ' NO.200 SIEVE BASED ON WET SIEVE ( _11 C .. • / -� ANALYSIS)S 1 S ( ) ray • �' L ) EINE TO MEDIUM SANG 1 ,,,,/'. 1 ! ' ' • • EL . 3C)<„ • . •. •. '• • - .- CAULK snc_LI st0rr ,. H OT E . •1 -7- 6" ENVELOPE OE - • / FLOOR SLAL OR PAVEMENT CONTINUOUS REINFORCING ', l-IRU ~ �I CRUSHED ROCK (2) �! — 5 / SDI c�11 II f TOP r3OND r�E..nM ONLY . ELI Z _I_ • CRUSHED ROCK .AP 2 -0 & 3'L 0.c. �' 4" DIAMETER ADS "DRAIN •, ::�:�_ _ /� IT GUARD" ORSIMILAR FILTER \� — �'' - 3• ' SUBGRADE _ • / PIPE (2) (1II 1 , ,,- 8 C.M. .-.• CTY 1C 1i CC , t—. 4i) I -�,c��.v. F! tE• c + : .'. �I r: t 1 T i^� E -1 i— . 1 L_ Q E T / L,.- Q F— • . r !_ CE.LLB Sf'E(.IAL •E =T ql. . / INSNE(..TION NC:C: „ - I+/� t U 0 Z , Z ♦^ 11110•111 CC • (1 COMPACT RANDOM BACKFILL AND CLEAN ~ / 1 . rt -ti_ • O 4 / ! SAND TO 92 PERCENT OF STANDARD O - c, Q ,... ,. PROCTOR MAXIMUM DRY DENSITY . o1CD • ' t- 2. PERFORATED PIPE SURROUNDED BY A 6" < oh_ + b ,11 C.I_k• ', { ,C ENVELOPE OF H" MINUS CRUSHED ROCK • . 7 , 1 ' I MAY BE USED IN LIEU OF FILTER PIPE. • _.. - SI; q / �(1. �M % . NI j . I .*---- 4COIJCRETE Ml�3C�NRY U1J1TS // -r , - � ^ bASEM � � �iT \VALE f.D4\ Ci .. L '� 0/ / ,A[fiC1N -- NOT ro CALE. • 0 • .VI ----t4-- l TYPICAL WALL R E I►J C RC I KI G / ice) ' ^ J� �,i II a /'` / �� � *.. `i/��I l`I F�\.1�7 �'���./O.l.. r. T r, 1/// (// ,'!`I I� /.� / //, / A e -1 115 `T / �w� ..4.` - _-._. . _, , _ , --_ .�� • ,i/ 4Z//:/// �-/ / /, / ///7 /, / /, '.:/: ` • �i I ,,,c,2,_ 0�2 G .'•1f �- ; I l_ 0 1==� I�� ,I CORI-1ETSACtS 1.j— @ •48 O.C. ` 7 m •a C iv 2'. -. 1 .- 0'. \ K9 ,, ,,--,,- 1 ll ' �•- r� -� SLIME SIZE SPACING AS :vs ' TYPICAL \VALE REi1-1FORCILJG O O .., , Lr) 1 . ..,• . . e t C9 +... . •. 5 ^ 1 '1 ( C 1 7 R r'' 1_ .. .j , , i :... D ET -1 ! 4.,,. c. 1SECTlC E _. T Ct TYF. C .M . �. C �, U co /4 — 1 G • TO F l' I' 1;61 A \ S i� F11_ I- L 10 " ` , ,� 11 11 �_ ® I i/ / 5 „ 1 - — O . ., S @ '� 1 C' CSU" Lo /2' PL'fWC LWIV I 4 IO 7 1 I�— L-, �+ L Co ALL EDGE:. E1.. .�O 9. 00 '� ! / —. _ . - �/ - . _ -� I �/�` / - 5 '� ZPA" 1_A'.' D4,"� / 1 '- . ►- ES' fIC ; . eir� - — a I z l = 1 2 4 _ ;.:L �r f I 1 / / I 1 T O FCS t, 1 ( ' I \ N :� NOTE • '=CC-‘ - _►__ SPECIAL INSPECTION �,q ,• Ei� lC A � . � .3 Eq U,C�L SPACES ( - •► �. ; CO R ' - SGt:. SECT' CI-_ F<EQI IIRED A• +/ IC; MLX. SLOPE - , ,, / 2-416 \ � ) i i es; �.. ....: , . r _____:_____./ _.� ' Nis I ID E. FACE `i / a ; --)- ( ,..„. . ct ttc) L« /, :-- 4..._\_:.6_, _ --____4____0 . ! ci7.17.. . -`-' 1 ,.rie _� •��, , ,.• . 144--( i� .. . • . 0..__ .(_,),_.• - . . 0.._ ,C�• ! EL. . 305. C.)0 ,-/ ' /.\CS-1 FACE. ,,,, .,.., , , , ) , . D • • , ' • , _ DtSCOL1TINUE + ' r-'• __ P, I N AT uOIN7 .�2 #rp r J I .- ; _ F 'nom I ,t 4 . ' _L C IR` •- 4,I, II == 111- l t I- a I �,\ rLor. P P���. , VIIf j ...4 3 SLP.. I - G _� \ • 4 ,�-- 12 ,�N : _ �� =�� ��F 3 .." -C.) K ICS FTU. Q 2 i' _ K1 DER PIN FOOT 11,1 T , . ,0._ EX ! • TAV/'•.' .L C —0 Tyr_ r r ..- T C 1 ' -- Q V C. , . --. U T . `.. ► .J E L 301 -c' \ �w S ECT \ C t SECTiiiiii 1 0 t-1 JO1 NT �-1fi : ; 1 G y ' __� . _ - 4 �1 �;I� 1 ; a I5• -i! i1 L( -' \� 5y lam, .1 �;1-6))� 4 I I ' ♦ C .. • i- 7 1/ S `moi 1 I�n 1 ,. 0- W aC.M .U • c r,� �,[ N f �4 xUF -/ Q ,I 1 -11 5 32 V E.f:, . . E ESOLT , -I ( I-F N 1 T I-I SW) /, f'_ GROUT RE.1 Or. T.I f , p ...0 —4 - 9 2 ;ELLS ONLY f' 1 II . i (7 -) Lo FI N. F LOOP. •-. --.__. 7OLIr c;RC'_ T / ;/ I, .. rbELOW FIN. FLR. 4• .C'. .. / ;t ' / '•A - •c 0 --t , , , , 9-13.. r--/ -------TP .6Ai _____ _____d , (., , .,. _ 7 14 4 , - i, SECTIOIJ Ci.) . . , . , 4 Vi; ---- C.- 04 — in Q _ r_7--7.,r7"----------^ (,1 .r / I' 1 -' i/ A, /� ^ rn u' 1. 9 , -. _ A. zep .. 1 ' VI ! III, . ` , ...t .I l- ( 2) 5/`-✓ ✓ Il/ A. 11 • V/ . t, t- r , -- 12'' 0 00 1%-1 7 N 1.-' • (I ) a OOFFATT ~— • I n •• 2 C. r 1 `" a 1ICHOL • 6 ONNEY, INC. ENGINEER c_ 3.. SECT I C H T �I r; FT G . _ -- CO J' . r'• ' `;,l �`. t. l : �ti' ~. PORTLAND LONG BEACH S 2c - (3/4 1 =0" g. r C R r • 3 4' =• I-O" �` r. _ :kms .11 Ai • 'L I�IIIIIIIIIII IIIIIIIIIIIII I Illllllllllll' I Illllllll111111 Illlllllll � llll 1111111 VIII I IIIIIII 111 I I !111111 1111 . 1 IIID I III `, IIiI��!-I 11 0,J11 11111111 11111 I IIIIIII V V III w . , NC TF : I r THIS MICROFILMED _ 1 1 �� 4l 1 k 1 -t+y} �� TT 1 b I 11 I 12 a; .. DRAWING IS .ESS CLEAR - � I LEA THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL £ Z 8Z LZ Z 41Z Z Z IL S 8T I ___GI I—_li I -- --T. —_- _DRawtNG. EI I iI 8 1� L 19 I--T4 -- 11' £ Z i „ 1„illl ' II I � I 1 i"I;��I,1 11 �� I 'I' 1 . 11 I III1111111111111111111111,1111111111111111 11 lIt 1111111111,1111111111111111 I i I 111111 I 1► 1111 I 11111111111111111,, 1,,11.1111 1111 iiilll II 111 . I fnllllll i ,I 1 t � 1 1111 II IIIIIII III IIIIIiIIIIIIIIIill�llllllll I 1111,11111111111111 l 1 Iil�l II 1111 I VIII 11111111111111111 „, . , JUNE H. , 1990 ,.., ` A / • • . t \ / • (J ', i/O. 1111•1111!."......"Md1111111111•11•11111111111111NIMMIIIIIMIN .4. 0 I Z F_ V p a (5 I4 �, Z oc =�1 % 2j1 DECKiNIa • V _• TY F. f-; (� - RAKED RGGF Z _ ' THIS AREA - F-- - lt✓1 �/ ---a --�J----��- - - - - i SEE ARCH. u' -7-7 -4 t u. 0 iiG. . 51�° 15 , N °J -- - �9 T S 3 ..3 •� 04 1,� L7 �,L. (9 �' 4 IU 1 I POST TYP. SIMPSUN C L `, i4 s ,3 r� ----1 ' _._ ..1 __ �' l COST GH P r v i� c.l 1 I (' 3 I __ �' I TYP SEE ARCH . Z p !I ' i - 1 'f GORP:c�. `' N l .n 6, T, X_ 0 I ('1 _______-1 Q J I v PLY, O N N / I , o -'�_ I J I, fir/ T - 1 / r GL 5/3 • 5 Com- .. 5 /,,,, , 1 �� `) v f 1 C ?2 jt d I ( G.1.. 51/51.) r 15 - x I a F \ Jot- ,. ' a.l\.� r r „...„..$ OX /4., / J \ -40.-X. taut I t ____.......4._ G... 1 1 v3/a . �� 0 MP X C1 • J ' S'4 O cvv /� ( �9 40TYP 2 �> I L y �) W C,. L 5 Ili, 15 ., I c� t�� r Q �r ` V I �}• 1C� ( (� 4 j ULIU L• 5 /e , I5 - - �_____- - -__= \ x,11 TYPI.- � . A., :)Irvir, oN Z 0 -_ - ` I 0 I - o �- - T-- _ I 1 _ - 1 - = �,'� 1 T--T--------r-- Tr r_ LL p X14 - - _ ..< G L. 5 /g , 15 ii(N� N c�+ 1 I • Q ...... cr a 1 i 54 TYP -- -, c9) ( �,. DEC 1401.l G 0 OL I C5 I a U I • - 1 31_. .I/' 15' ,� /S T`'P �'� �° • C. ,5'I k;5-- 4. io 4x14 . ____11 0 I } ! - ,� 0PARTIAL 1 AL CEl L. 1 t'Jv SUPPORT PL ti • I .� I 3 $g PLY�NUUD it 'u) 04. j r• to I p S -4 TYF�I(✓AL ( I (' �/� - 11 Q., '1".� Ff 1,:-) ...7‘ N Er t.�jt� l 111 (,) v'~ e7sa I %t‘4" �)` \I \ r j- - �` k a I x 1, )�, l c4 C.A.,- '1 in U U? (3 � 0 Li) •rn .° \4)It. (e) C) �) II- , 0r EGOM o • r 1 1 _� ' 4' TYf� (y� r, J s �1 •�. L ci (iiLi--. '3•2l.a-). ;li----- - - - - (1MO • -- 4X10 4x10-�� ---- \ _aJ/ (1 () _u. 1 1. I .......--- L. , 0 ......________________________.„. %4 I - 5 E- xIsTtt�ac, �v LLs • /0'fj-----:VP:> ‘ o� �/s TAPERED " ,7 • >\'' . �'. I: II. , VCI (� � � �� �W ' 11 / ' X x; 111 a ..� i�ECK� NG _ • A.-:‘i + i (� / l9 II , TABI E NO.25-P-NAILING SCHEDULE • A IdX Q j I `� K `� t � / CONN[CTIOM NAIUNC' V - 5/i.3 G. L. i (' --- a a , �- WELD TO COL. fni° ❑ D' Xii> .til / I, - 1. Joist to sin or girder, toenail 3 Scl p i 1 -- i r�/ 1 2. Bridging to joist, toenail each end 2-8d s�M p S ^�)� I-1 U (d x I] - �- - - - `2) 8 � ,I-Ts 3. I" x 6" subfloor or less to each joist, face nail 2-8d { - ,.` ��I _ k 4. Wider than 1" x 5" subfloor to each joist, face nail 3-&1 - ^ ' I " !' W 5. 2` subfloor to joist o- girder, blind and face nail 2-16d `V • (� 1 6. Sol plate to joist or blocking, face nail 16d at 16" o.c d ///���) i I M / I „ 7. Top plate to stud, end rail �Rd,toenail or -' 1 1 x6. 8. Stud to sole plate --i - , } fAi/ - i - 2-16d,end nail . CO • _o ' -ac �y } _./."16. I 9. Douhlecl studs, face nail ]l"�d at 24" o.c _} J 0 I(1. Doubled top plate , face nail 16d at 16" o.c. inSLOP ---- II. Top plates, laps and intonrchums, lace nail 2-1Gd ( . I/Q• / 1-T, //,'rj I.. Continuous header, ts.o pieces 16d at 16" oc. ^_� Ft I uX ��Ix id' �11 7II' 13. CeiLog jo is to plate, trw nail along each edge WELD To 15 3X3 BEL�JW 14. Continuous header to stud, toenail 4-fad ' r"D Kr`p \ • _ EASEci I 15. Ceiling joists, laps over partitions, face nail 3-16d C1 1 j x 3 ��-• 16. Ceiling Worsts to parallel rafters, face nail 3-16d �- V { • P C J T TYP -'/ . 17. Rafter to plate, toenail 3-8d / ( O IR. 1" brace to each stud and plate, face nail 2-&1 (\ • 19. 1" a 8" sheathing or less to each bearing, face nail 2-8(1 20. Wider than l" a 8" sheathing to each bearing, face nail 3-8d C ) 21. Built-up corner studs 16d at 24"o.c. D [I 22 Built-up girder and beams 2nd at 32" o c. at top ---) 6 . , • and bottom and staggered ( 2-20f at ends and at "` each splice r; NI 23 2" planks Part at each bearing - W 1 N 24 Particichoard C nI I Ia1rl2Shcathing (to framing): Nil'1.......V "- 3i" Fie 1' --/----" 6 25.Plywood:5 (..c e55 G:rer se, -,C:e..-i) - Subfioor,roof and scall sheathing (to framing): Iiaand Icss adz Z 0 F..... %"- i' liil' t 7e" l., 8d7 Q ref, -1 rni" 10kl7 or 8d4 / Combination Subfloor-undcrlasmcnt (to (raining): t` • • ' ` �/ �' FRAMING "it; andless 8d4 I J 8d4 w PLAN t ROOF KEY NOTES 2f, Panel Siding 110 framing) 1.......left - I .• C.. '-i"or Ieu fid• ( _ 0 Extend 2x10 into existing wall . Place 2x4 cripple stud under '" _._. . --- Md• joist when joist does not frame into a header. At new door 27.FiberboardSheathing:7 header use Simpson U210 hanger. . "' �" 11 g'" Gd' © lir lrig.i• W For framing around dormers, see Architectural . �e.. .„ i1 g•ta 'ii l' r,. © 2 x 10 P.T. ledger anchor to wall with 5/8x10" A. B. @ 4811 o.c. Ni. Ir,v.,s --- - a QBolt to wall with Section 14/S4 . '(on,rnonorboanailsmaybeusedesepn where otherwise slated -� •' '(ornmon or deformed shank- -- 5 8" CMU lintel with 2 #5 solid grout. 'Deform / \ ^ lorrned shank / \ V/ ' 'Nails spied at h inches on center at edges, 12 inches at intern rdrate supports I I p e ,��1t•N 110 inches intermediate supports fol mortes),mem h rashes at all suplx,ns . See mechanical plan for opening through CMU. \ 1 where spans are 4a inches or more For nailing of plywood diaphragms and /' sheer walls refer to Section 2514(r l ��� / e2 x 4 cross brace to top of glu-lam from ceiling joist. Place at 'tor tusion•resioantsidingand casing nails. \ , • 45 degree angle. 'I asteners spaced 1 inches on center at ester ler edges and f.Indies on i.enter at in ter mediate supports O Y,ats:unrrd roofing nails with '„ nish diaupeter head and I' rash length for - J Bolt to column similar- to section 14/S4 except anchor for column rash and l',inch for 's„ sh cheath,nr } •t,al,atir,ed staple with•'„-inch crown and I'n in,/1 len Ili for in,h sheathing and i with (2) 5/8 A. B. instead of (4) . 1 lush length for '',.,. richsheathing r g L • / 0 I QOFF-ATT �/ CHOL a EY, iN�' ENGINEERS TLAND LONG BEACH • S 3 . , .. ...._ ............._________ . • ___ ......... r Al..). , a r W..14 1/11 CO 1 , ,.. .2' tk.'a�. I. .6..✓.... I _t-..AtT V."'•�Iri •y+ " '.Rw1•aMp.. ♦!•'^' . , -. ire--.,..a.,.«.+.�Mc / - _ .. ..._......1_� r �•.. 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W 1/2 X 0 7 x 712 INSULATION O � z T5 7 7 l2 3 - 1• %�� � ' x �M flr2 -1 � , • 1 y�l� PLYWOOD 1 ' V CON1�.OL Po NT,, - x l� „ 1 1 CC ° 2 �, G1., C,3/4 . 42 EL 3� IU,1 (aJ (o ,P�I_Q' K11� :, I w EL . 335.C2 r— ,, r G.I., �,r4 < 4n • El. . . ! .7.2 5 .G2 i _ IIti •• Nt 4 ---J ir ----......\______\----- #._______: L. s 4r .� r� © INI)I ATlr)N clip z. ry A , , '-‘tait ` FJC�TE. $ U ' ' S1MPSQN tia\V ` 7. F• CZ, 75 ) ,� rT —. NC :NC1VN _1 - -4-• ( 9 [ E: J RID�1: ' i�AM o G 4(9 1 t- c� a F13. 1/44',51/2.11) 2'-0Ili E�,. .� 1'} . �♦ �;f�r ! / 1/4 „ C,l. .��/•i •�C ���- 1 � 0 i9 ( - _ �' J / D. r'� _:r TT�.t�1 .L. t % I (� i.. _ Q - --- l— C' 4 1"1" -0 - ----T I , C' Q ■ -- I L' 1 -- r' Q TOP OF ,O�•t . L. Z -Q -- 1) • 0 X--" . 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