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12995 SW PACIFIC HIGHWAY-1
w,w.0.wwiW.rwwa...�+.�++ww+.,wr.::•,:. ..w.,.....�w�wic AN:..�,wF.. lei Im Sri► ORKOON CAFFMt 0#9 eTAYS FIRK MAPS#4AL 660 Church Strr$t, 2 . 9 sA L t-M O 7s 1 Q Jun 39 19� 01 twe Irionl e, Arab t tee:t S. 1. Alfred . Portlm cls, Oregon R,61 min' s Apw tmants 'lnax#t & Grant Tigard, Orsgon ' 'Io>�a 1l 111 Plan L7wwigjm c mmup a � � r � �`+ r �M11► varrr+� wMl>� 11�+�I1o► tEt�e ��1��ul�ar � ielrtN. s � as 't�al�'► � a�rt�• ft tft4re! ko *olll r » - -,-- sem, 1>a1 reforenos 1t"m will tis 1'• i oattaw Awm walk mot be iam-pw&td $xis piolent in aa4srt to mot the zoquir4amts at 3 ba" Yww plow is aL rovibw sub jest fim the above aanditio,.;s w .* a =re�f ire rec�♦.sWit conmj tr'�an�;ion y� �f1ze �+� y��,yaa*� a�xe�e���t fie. g. , pr/omarure tu' I+Cl9 fire l�W i.�Frb� pj. ,)(. � or & f ire res -.04m� Wa ri , o pr a Ni7di 7 all.�klw/ MAJ f;, Uds Offico whms Qwsse uot*d no&lfloatlms o"/w sGi'is o ksvO lato IV" &wa4*4t puss . ' Tow tray lei 'MB M "AM I xatsm 141411h G- aw r �y ■qp 1r yW(y mow , TT�'wT".t�1'4`N B4aP� �.8�1•rF!J,Y.MP`,Ntkn�&A�iOk�i:.a:! '7Lldni,.Y/�jtMh «. .. . . _ -. .. .y �v�,'�'� ' � � . �•.... .. ... . 1�' _ __ ����� � ... W - � 4»MJPk.�.r.,�RIM. P+n;�M..P.1lAen.-�:a:,yei�, ....•:,y'�' � 1�`. «...r. � �u ( rs�wY �. .. -..... �t11 rlf' 111 111 111 ' tlI 11'� 111 I , I 1 ) 1 1 ) t 1 � 1 I ) I 1 (t t )1 1 ) I f (I I )1 111 111 I ) I I ) 1 111 , � ; ! 11 111 1 ) Irf� t i ) Ilt ) I l � lll ) l 1 � 1 111 { 1111111 1111111 Ill � rlr 1111111 T ., I S I { � � � { � i � { { l , l { I � i l l � l { I l � � { Jill 11 III , III I111 { 111 ` I { NOTE : IF THIS MICROFILMED ►...,., .�.. . .. .._.. , 2 4 5 6 T a 9 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TOTHE QUALITY OF THE ORIGINAL _ -- -- ----..... DRAWING. OE 6Z 8Z LZ 9Z Sz bZ EZ ZZ 12 02 61 91 11 91 S I b l CI 21 11 01 6 8 l 9 S b E �rll{1111111u�IIllltttl�ItlllttltltttllltlN11u111111111i11111�1111�11 41,ulJ#!l&M,111.1IIIIIIUIIS.1l111III III I Ill11d1w ,1JUN ' 25 �t111111I1Ill�jl�#�11f rtrl�rtfl�lllllllu�IlI1�1111�11111u11�1111�1u1 1�t1�I11lL11W�!�� 111111�1111uUlUtili�lillllllllliluWll�llu�llullulllW�ul� 2 'L990 Allow...rr► _-rw�.s ..�.^---. ..�...��..+.w......--�.a- �...- ----. _ ..+ -�. ...,-„�,:... y„r,,. -_ _- -.. -. �,• ...�...» .r-.�.. .�.'...�• ,„•y�t�nw,....-....p.� i117dR":_,, ..w..dr�ii' `Fr' ,.soatlwr.wa+.a.w.-wTM..n.wnwv+ ,...............wv..•.. ,.,r.,........w........... V r, ..sem i iNMM.wA 'W4iY4e..'wr.NWWtilfilrliNW...,. -:Ka«:r+wa.wsn:a:,,....:.:..-. ..,„,...:.W....... .,.......:,...,.,+.v...... .-.. -. ..: _... ._:. •. . .-. _-. -�:�.. 1,.�,,„4,yca..,wvw.w-k....,....... ..,......-. ~ r Robe 2- J i uAin R�110�xuwl ♦ OPFIMAtt Lift MjM flan s 340 to the �,� t� it most be lyre re sistiro Type I (or ,�Type II) let �► 1 Foustr�l+oti oo t ( ) 2o All interior ©ons truc t i on' imam t be of the type and quality which will Met the br Ott _ Muirawnt s for A ooe-hour fixe resistance rati.ag. 2wh living unit must be separated ami fry - another by walls and osilings of we-hour fire resistive oonstruation. . "W ! ire "*%Uw ol not gree ter Mwa 2 9-.pW eyuL” In arca 1W dxaft-sop P*j .tiffs havift a "ire reetstanoe Mift of not less than owe-ball' hour. C Sal z stopping mat be prgtded tis outlined in Section 2W5 of the .1964 964 edition Mw Vni.f o.rs building Code , Where piercing of fire stops, bl o&ing or members is nooe s sary to accommodate utility runs, all openings not be llillf packed before work is covered, to provide a barrier to the passage of fire equal to that of the member before it was pierced. W&1%3 of all vertical shafts, e .g. stairways, abut**, etc. must -hour) ( L71-hour) fire resistive construction. ,�►t�' ; ,:A11 • interior openings in corridor wF.11s must bre served by doors h.►ving fire resistive chcsracteristics equal to 13f 4-inch thick solid core Mood doors, e*aept whore fire door assemblies are r*►quired. Relights in corridor walls A*st be of wired-glass set in fix*& (steel) framing. ( ) 8. The access ways into vertical shafts, e .g. stairways, trash and linen chutes, elevator sh .fta , etc . , moat be served b self-olosing and latching Class B fire doer assemblies, ( 1-hour rated ( 2-hour rated) . ( ) 9. All h4sardoa--s areas , such as storage room, janitors ' closets , etc . , sunt be srpr MUA frein the rsmiu ii4*r of the o,►on r %y standard rAw-howr resis- tivo construction. F rmace and boiler rood sepsrattons mast be ( 3-hour) ( 1 ,-hour) fire resistive . ( ) 10. The interior finish (wall and ceiling surfaces) of interior stairways cruet have a flame spread rating of not greater than 25 ( oorridors - ?5) determined in aeoordanoo with KFPA Standexd No. 255. In individual rods and living units, materials having a flame spread rating of up to 2E..)O may be used. ( ) 11 . All sleeping rooms must have at least one window which ,:an be opened frac the inside without the use of special tools, providing a clear opening of not loos than 720 square inches in area with the least dimension not less than 24-inches in length, (Ref: Section 33209 UBC, 1964) • ( l2. Water heater* must be fitted with pressure relief valves located either in a eepa►ruto port within the water to-uk or on the hot water discharge piping. No shut off valves shall be looat*d betwan a water tank and a presomwe relief valve . s. q�6"�'�"� � II�BLt# ,:z,, a�-^-tir•. i Pte`' �— - - _ _ _ -� _ - . ._ -- - . ._. � � �� �� Ir � r � ►lilrlilr rlrlr , rlrl'� lili r � A � 1 � 1 i � lll � l I � III � 1 I � i � ir111 � � I1 �•1 I � I ' I � i ill ISI ISI I � r ill Iir ill 1� 1 i , l iii ill ISI I � 1 � r i r r � � r r r r r r r T i r r r � r r rrr r r r r r ,. :��a-... ..�Y. , � � � � � I I I � I I � � � � I � � IIIIIIIIIIIIIIIIIII dl1 ` � lii � NOTE . IF THIS MICROFILMED 2 3 4 5 F) 7 g 9 I (� � � DRAWING IS LESS CLEAR THAN - -- . 12 THIS NOTICE , IT IS DUE TO THE QUALITY OF 'THE ORIGINAL DRAWING. -- 1 0C 62 02 12 9Z 5Z ; Z EZ ZZ •.• 12 OZ 61 21 11 01 6 9 1 9 S a �NI�11111lIII�IIII�rrr��rrrrlrlir�rlrrllll�il��lllll�lllllllll�llll�lll �ll����11t1111�1111�1111�1fil�illl�l_I!���Ill� l�jll111111► 1tIllltt�l1,lnntfnlllllllllu�lll�llIII111111111�11t1)�UII�I I'`' ro AJUN 2 5.� ) 1990b �u►r,.�llu ���L�ult�.l�.�ul����l..�lltwllll� �; ,.,. - o u Is(0 t- _A-i� t�� r7w nr` A T r ' � HP 1 .. f)uc-T N IMF-1 ----- at°ems` t 12 x ('2 7"Qj ! 1 --.►�t c it rk r 1 I f SIA row►' II 1 - *.rcpt - - �. .s, 'tom t~ �„'E nl T _- I ..II V • VD cc ro .10 cr-fi .... -... f 1„7. , P"-"'�'•�- .�� _ I �.._ .-wr'waYr++a xa+.ew �Iw�—.-►.n w......._a.. i _. ..» j S C �� i �. •. s' r'_^ ...�.^.�� "" - • _ ___...- _ _ _ .rr-err.: 1 r. 1 q �.I�+.i� -. / \. ? 1..r ._ i i _ . _. _- 'e•f 110 FM -� -►- --.. � .... -, �� � �(• Vis.................;.,,.... ..._. _� ._..__..',�=...__a i C��F j C'� I � f 't ' ---- t r ► . '� ._._ _..___. _.__ ice,_i' � I ! I � , Hp- T_ 3 14 ;l 1 �"' c Or 0Tbl., �k � ..... .•ar.:.x-•tea•_-•� •__.,._._ I,,.� ......._...___.___- - ._ .. _._.,..__.........._..... . _ .. 1 I ND-2 �offTS A•L'aovF r;' R.ia.fdur., l2 X o .,,t,_ �, _. 4 t � u 24x1 �{ N C T lt,L) p�N��W I s E o s�. Lv v_ . . �_..... 1 , 'z4 tic12 ON f--` __ ...-.-:.. .... _. ..__... _ .._ 1 jX C)o i fall'46, , I j I".- .21. t " CIO 1 .�..__ __.�.�.�. ___�._ .�. I S F C T 10 i� .�.� ! II( lam! �.W?✓1lC�dl2 H F - 4 l_-A % . _ zq x�. 1.! o+, }� • - —z O o Iv Iw �1n.l ' i I c'. TF_• 05A+uL 1, o u too v iE _ 1 ._ - _ :. _ :ter-.► ._._�`- .. � (o i� .. � `„� r" � .._ ....... ._ . .... ........._-- I lG'.T$ A \ •�- j x t, r LL 24 X i'2 +r /f/ 3b�x 8-""'' ! U�-►c. 7i�t t7 ,a ,�J t 5 I 'rE G P U 1 t t" �.. ro U �k 1� Cam QlG4...'(C A%, 'J�jt MCGt.� s:OC I:►.((� /+rte rC1,cz JV4 Y 'ESP NO 230Y-1 ( NO 1*Otia- i (cl3poe.257 B24 Y3 4•�1D 2 DCA � Z300 �489oA 3G^ 1 �C►C� YY 9.2 eP(,r. j 5 (�Oq Yd ` 2 i .9v t .f I 2C'�4 r DtR1<c 'r '3OC, C F d'( G W C.1 v►'12`f �►'T y4 -f.'13 R 4 r�CF f � "' ;� � .,.�'...�, � _�, ( iL71 F F U�E Q..a � �(2(I,LIi 5 � .ta�1d-F�A v�! -- �►1.U►~'+t a.a(.r r�� 1 f ~ �Ell_I�lc;, OIt;F'USt'! k:5 _ 4 Wsw , r ► f bNAcC. UT�rtr I � a CallrttAG 1teTURN G�R1iLE15 - - PIKICta LAR f:^ct. Opo �t- 40G hs1 rl - - o�, ��, t„ rt4+r_ K �l�C' t r-. , N'PPL 1 1 'vG GMtA'NKIfr OR /CL^aS r 4J�. 1_ -3 F_ F t3f+j� rCASS p+.;t- Y �, rt �/APok P20o1r 4Ax.ld.Er. 1 } �L25T F(�OC+f .- CZI�TUkIV Ar"14 6w5 ALG-�jjr ♦ ! I 13 A,5 E r-+I*_.r t 'r r2�T u ;x .-.. .- _ ".d... i . TLL _ ► . ..�,�... 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"M19 7CY�C'YC111'V'7.1W <eF+y,Mt.'eF:.w• ^. w..,rrM_v.... - •�. r "nh'..L'M''ItM,�N. ,Anww1y1 uMhWN.+Y•_. l I 1t1;11►IIIIIIIII I�1,I,lIIIl,111II��,i,III,III,III,IIIIII 111,It11Jill IIII II,IIIIItlI,t,III 111I111I11111111111,11'lllt�ll�IIII,I�I,I�I,I�II1,1,1,1 IIIII,IIIIIIIII f11I111IIlIIlI1 III,IIIII,I,III NOTE: IF THIS MICROFILMED ( 2 3 4` 7 A 9 10 I I 12 DRAWING IS LESS CLEAR THAN __,__ 5___ 6� ---�+�. , 'IS NOTICE, IT IS DUE TO THE QUALITY OF THE CkIGINAL DRAWING• OE 6Z 82 LZ 92 SZ bZ EZ ZZ '•..1 GZ 61 81 L1 91 91 bl EI ZI II 01 6 I9-.-'1-- -1 I IS- SI.--_1 Ib f1,... Z IO1•l�' ImIII IIInn111111uu1111 11111 Ill Illllll 1111 1II1I1111I1ILI�IIIIIIIIIIII�IIIIII�IItii1:I1111iiIIIItIHIllllll�llhllltllllllllllllllllllllllUIIIIIIIIII!! !L!)1111II!ll�Il�lllllllllllllW11ll1111111I1111111111111ullUlil!!Ui!lIUIIIIIIIIIUIIIWIIIH l UNE _.j 25 1990 . jtu D o _ y� 0 . . .. .. .. .. .. . . •• , 6H a Ec •r t 'BITE ISL Akeec,- Z >e5 ,IST. KAI,,14 rLk4.1 4 tLP6. eLE:.VAT 1oNe7 G.:au. � ' 4; XDLL90 At4PW►Le-uFtb-. 87 I I bt'K•b5(� Gl'•G"s I C*-G b rE:TAI L5 I _ � r,,.-TP,UGTUIL., l�- pI �IG�.T' lO1•l� 1.15 1'd v 6 vl„ I •v 8 TQ fnr_I0r_. �LEVQTI oN C C4 ,P-t J tTev1 .I - - FINl�l P IQ 145H �G H E PU L E a' d�AN ,��� p I °�' (� -__- J j u ►] - ,r- ' •°� Iz LEGT•E'Ca G�! L I O� FLAQ o TyrMv el \LA��c"U 4KJ .I1 � off': � /' ' ,o • f -uo I l � 1 ,� o t� \ a U. .ao /-� — --- - C. C. L. VIMr rh, evrA GUKb rr r C'( t,ow P,L L . 2 �, b►1 L. tJ L1 M i�iZ � --_— -= —_ _.- _ _ - I . r-�AR K Lock.:-I�►.1) (� T 96, � � 1 t ISS '„ C -�._ � q'•o � _ __ _� �8'•a - - --- -- 9 gooM ►JUMr2 o�z �p�G Ia� � rlp�1'G,�.T-l.r�N .��, , \� e-ow � r 'rl�� -+ -_ - -- to , &W I �.lj��-1oK lwL.�Ua.TIorJ� G�i�� �►NS�.T' #g1!:,) � ; � \LJul�� SN�cT ,.►..,k!L `. ill !'SU I L r211.1c5. G94Vo_v°6 -3G e T"I C7W Q LJ H 1ejtc19 , �¢ 1 - ^�SF,DEFtPRIOR TOSPACES MST BE J' � Il It ISSUAN( r I ' �'G'�' 'tr-� � �'y �� I �9 i ' •• -.__ -_ ---...-fir- �� '• tC�O© T .PLANNING DEPT. _ CC MF ��f~, Z, — Date I _ �;�,� L1►t� ,trz>� ull.11.. _ qo 9•-•.S D PUBLIC WORKS DLA. © - 1 _ BUILDING DEPT . Cl .._ Dat 1 t '' 1 ' Q• to +SID uj c '�_i 7� f 14 ID t�o� rl TUALAmIN RURAL _ -- E' �ZELowem mi �/f�G►IG�N 111.1 M k 2, fi23 �c;ZtNP' - FIRE DEP - t t7�t A2PROV . i C0: .`. - : . .I f,, I .;.�'A"'! ,�N .s `�; /r �___ - �° •' (,., ADDELES ' 1 1 �Y / ��- -----`T a -� •F ATE 1j.) r9 I + - r -C;RAI - '! � _ _ " per,�1 .—,`-'"- \ —"' --.► �� r-1 � � • � l.:.IfJ� FA.wI►ip To I�Ii GTL*}.JCI / ,5.�+•Er' Y' o �osJ►J1 r� ►.,c. �._ ._ :_ r �' GIlt!'s k`� • ( 1 •Lsr., ' I OG•CrV�`,i � 'I '•tI 5'G�► I �®µr..�ti.ltirl ITILS TO c '' "o, t'ri.gk '" ) . 7b0 • ISN L. d o e s90 40 Le (s eN p _ _ ar kr,,►rmtra..L Tv ML r WALOUT sT \ --I,J .._ _ - � �'=`� I "o� ~ .- LI I. ( / pro sly ' ���� ' -- — s • �6 �(—d - fi�� 'T y fit.,r r'---�10 47T"OIQM �' tlil:..!{-) � O �•'-!'! ,/ ,I _IrJ •�' r - . � �• G .r1 ����iS _.._.. NDICT� N Nc�feGsc�;''�r�Jhrjl'D�iJl�i�°'S� cn �� tl -# II 4A D - ; 'r- 4v: 't �I��1p✓ ��4•� 011 , , �osc I' ��A I4 WAIE kH • AC - - VE Exwr wAT.R. 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L, ,�,+� .. x , ' r ,�,.,.,•..... �01 NOTE: IF THIS MICROFILMED ' 2 3 Q 6 ! 8 911- 12 DRAWING IS LESS CLEAR 1NAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL. _ — DRAWING. - - --- _-.- -- r-- — 0C 6Z 92 LZ 92 97 V? EZ ZZ 12 OZ 61 BI Lf1 911 SO b`l EI 21 II 01 6 16-.--,. 'LI 9 S b E 1011 '" ,H1�1IIIlull�lulllll1�uuin11�1II111u1#IIIIIIIII�IIII�IIIIIIIII�IIN�!/I�JI11��111IIIII�IIII�IIII�1IIlIl1!l�ill�,ll�lUlNl�1!IIiI111�IN111111�111�111fl,tftlillliltlUFllilI1111�I111IIIIII1111�I111�1Ill1lIlJ�llllltllU4lllillll�lt�llll�ll►l�lllllilll�llLlIlI1111IIp1�1111I1111 2 � Q ol JUNE 1 � 9 ' �' � -- / � ___-._._ L � ���N 'Jl/plti�ir. ��� � - /DIT �A�''�• - p�� rr _qAvg�_P40 elk/ A , - ------- __, `. �.k�. I _''+I I �.iµa-r�cw � ?���,r�,w h�(a? P�'�t✓U• i WF , 2�guv �xi� At6krrX Y I fir �� - We y, � -- ; � �`�, eve 41 Aix t&t& A IlypmIt5 \. 28 Ov 44 NAI A,1 I-, �o LL "MoSI N \ / ! I (� N 14)0010 cv) PLO- N s/a, /�rvc Qorr: Dorn' ' ,�1�� woov 4A. Nam 7, 1-3 AO,w/Auc Aa%V - J' -PW�� �rflre Y 'w vcniA110 t ,�I.J�► I y �r� �I Vp" Pcio. .� / IndAxe ff, A 774e L r Ofa O1p 1 16 f r. --- � \1Y Y �j )cAX 74v9;M15; adye7 P x�e MUF -1 7 MC/th bt*141 �c 4'"'m -'rxL ,cSoosQYIv6i�`/ c'c 6 n - r 4 9 �c Gtrr ,tel/ tom/ 8 love �' LOAM Rte` "1 Lowe 4ale:L Room 49 Oft• 7?''�YG 41' �N lli� 1M�G 4010 4&M ���� . a 7YPrCA�. eAmycK Vt- N �` wo Ll I Ls�IC - w� ams ,�� C-ci' e-, e, dip .�� a -��: `� X11 r►�I.AL�A' -` ��' _ —_ 'F,71��A"�I►1"'.� _ -- -•. ' � TT �i a tL'wr% _yr s 1 V c;e— Z '�" `c�r,1 T 7e'aI'a t.A It I..aM• r! vs oil C40V DRAWN—6v I � �, rd ��: i �J�I�'' ;� �J ► Y G 't`J�N_ ' L DAA" - 1it �7 - r. +fid... .. , ._.., _. - _.. � �•►--�� //_" (���// �f/ � � � • L r,. ..:... y.4 - .• • _. . ++ r • .. e I n u . . .r •'►Jn�.�• ..r.V .. i. .... .. ._. . _ ,u .. {I-pM� ....-......._.T. « �nMM'1'M1l .• �FIMAJ..rT'�K.N • •r �M .... — l "1� '' ,. � —I���I�f�lllilll�l�l�'�lilil,l'il+��'�'IIII�IIIIIiIIIIIIIiI�II{111II�III�Ililiiil�r��lll�llllllllilllil�l,lilll�'IIIIIIIIII�IiIiII��III�Iil�lil�l�l�lilil�l�lil�l�lTlililil�l�lil�lil�lil�lililiii ....., 9 •�� NOTE: IF THIS M ICROFIL �E.:D ` I - -- ----_ —2 3 4 5 6 7 8 _—_ I ( ( --�� DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW I NG. OE 62 82 LZ 92 SZ bZ EZ ZZ IZ OF 61 61 LII 91 SI bl EI ZI 11 01 6 9 L' 9` - IS--__, b 1E.- Z �tllUn�nuliu�l�+;t�iiiilunliiulunln��llllllnllilul�uullurlaW�l�ll��u�llulnl!iuullfllllllllll!tllll�,llu1111111111�11f11X11►�1tll�llf�,nr►4ull�nul!lu�;:!�Inl�llullul�uullll��Iluluulull�ll�lllllu�111LWll�ll!71JU1iw�lullllullll!{uu�1111111)I�uUlull , JUNE 2 .5. Q AIM-AAIM&AL MOTL§ 4�f11D DR:dLl D Dl b. I Y I F.A l NAILING AND CONNECTION SCHEDULE Ab" 6+1ftR l ��. OAce p._ _ _ --_.� t MINIMUM NUMBER OF NAILS FOR WOOD MEMBF_f75 I`/�GE C7� ' 6 L { (UJEEPT AS NOTED ON DRAWINGS) L.-� - �-- `-t`- :�P - 4 8 r o"' �_..,._.... __ i IWO - =� /� J I F. .... ... ....... ... . .. . . . . . . . . .. .. . . 25 LBS. PER SQ. FT. CONNECTION COMMM - _ --- 4 . . . .. .. .. . .... .. . . .. .... . . .. . . . . . . . . ... 8U LBS. PER SQ. FT. _ . - _ _ _ _ 1'1, M PARTITION ALLOWANCE. ... . . . .... . .. NAILSTUDS TO PLATES ENO 20 L6S, PER SQ. FT. 2-16d / ! ` TOE NAIL 4-10d 2° �.5 r, ��-1 Wim' . •• ••• • . •. ... . . . .. U.H.C. BASIC 25 LBS. PER Sly. FT. �- 2�4�bPAC.$In IAF •, � i SEIvI: TOP PLATE 5 A BOTTOM PLATES w __ 1 7 \ .•.. .. . . . .. ... . .. .. .. . .. . . . .. . ... ... .. . . . . . U.H.C. TONE II STAGGER SPLICE c: ' -0" MINIMUM -SPIKE TOGETHER FOUNDATION SIZES ARE BASED (1N A TOTAL LOAD BEARING SOIL PRESSURE OF ?50G LHS. PER 5.�. -LAP A INTER9ECIIONS FT, 4-16d ROOF JOISTS ai f t ALL FOOTINGS SHALL BE FOUNDED ON FIRM UNDISTURBED ORIGINAL SOIL. 4T 4 33.• CEILING - TO PLATES OR BEAMS - TOE NAIL 2-16d #- YE •RFAD I / t' ALL FQtaTIkGS SHALL BE A MINIIMUM UI' 1'-0" BELOW FINAL GRADES OR 1 '-0" BELOW EXISTING TYP• u' I BLOCKING TO PLATE - TOE NAIL 2-10d .�t, GRADE .WHICHEVER IS LOWER. _ •-�.._�_____ _ c BLOCKING TO aOISfS - FhCH END 1-10d �� I i , 4. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM Foo?ING EXCAVATION TO BRIDGING TO JOISTS 2-10d �L���TI:1I`� ' ?�, �,• _ NEAT LINES. e-- ' - IK r' hlrYvN. CORNER STUDS 16d ® 1b" - I`R+, �� FH w. 6. 6•TT't$�! OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0" HORIZONTAL 2X LAMINATED BEAMS 16d • 24 7 A B STAGGERED a �' �. TO 1 '-0" VERTICAL STEPS OR SHALL 8E SLOPED NOT TO EXCEED 1 VERTICAL TO 4 HORI70NTAL PLYWOOD '�� •ry ':oto H�41`�i:�r�i. � � WWN AN*OVED by THE ENGINEER. . ROOF- SHEATHING - } INDEX 24/0 tla - �� 1`I`� i i �j TE - •I � E - • EDGES OF EACH SHEET h BLOCKING 4 WALLS tad �! 4" O.C. Gr�MfER �a 2 �� _fes. �. � 1, ALL COIiC t?Tt< SHALL DEVELOP A MINIMUM 28 DAY LABORATORY CURED COMPRESSIVE CYLINDER • INTERIM OF EACH SHEET 8d 4 6" O.C. - c0 7 �'�'`5t<'c�Q �iAIR I•moi Jii a ' ' J S7RENG7)1 OF 25U0 PSI PLUS 15%. N 2• A MINI" OF 3 CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH 100 CO. YARDS. FLOOR SHENTHING - 3/4" INDEX 48/24 , i; � CYLIN[ RS SHALL B£ TESTED AS FOLLOWSt 1 • '7 DAYS• 2 6 26 DAYS -t • EDGES OF EACH SHEET A BLOCKING 6 WALLS IOd M 4" D.C. -Ell d •�,••■ 3. CONCRETE CYLINDER AND TESTINC SHALL CONFORM WITH Asrm SPECIFICATIONS. • INTF_RIOR OF EACH SHEET 10d N 6" O.C. 4. C8111JIC$WTE, FORM'S, MIXING, PLACING AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE _ PRACTICE, 1973 EDITION AND SPECIFICATIONIS. � /* . e ATE RIEINFQRCIN S?EEL24/0 7F I _ I+� ?'RII� Y �� ••�. WALL SHEATHING - +�" INDEX _ 1• ALL REINFORCING S STEEL FOR CONCRETE SHALL CONFORM TO U.B.C. STANDARD NO. 26-4-73 AND BLOCK ALL EDGES WITH 2 x 4 FLATS L11 c t F.FZ AaT1A A615+ GRADE 40. • EDGES Bd ® 4" O.C. �} _ `.,'� p; • ALL WELDED REINFORCING STLEI•, METAL INSERTS ANE) CONNECTIONS SHALL CONFORM TO U.B.C. • INTERIOR OF SHEETS Bd ® 6" O.C. STANDARD NO. 26-8-73. -36 e�NA. Cat. Ft�/�Fl. - ' $. REINFORCING (MINIMUM 'UNLESS OTHEFWIISE 5HOi:IN ON PLANS) �" GYPSUM WALL BOARD Sd COOLER NAILS _ "-'� -` _ �� A. REINFDRCIt"IG FOR WALLS ' • ALL STUDS, TOP A 907TOM PLATES A BLOCKING 1" U.C. FI i ' 6" - i�64 • 12 E.W. d CENTEh ,,� / � r�c _ c 8. PLACE 25 CONTINUOUS AT 801 TOM, TOP AND AT DISCONTINUOUS ENDS OF ALL FOUNDs,TIONS k �`pVrC . L, � IT I _ 5/8 GYPSUM WALL BOARD 6d COOLER NAILS Ql _,4 't � � Ili AND WALLS. - - C � W C, PLACE 2'-O" X 2'-0" BARS AT CDRNEt'S AND INTERSECTIONS FOR WALLS AND FOUNDATIONS N ALL STUDS, TOP & BOTTOM PLATES A BLOCKING 7" O.C. �' �7�R � ��, � o - � EQUAL IN SIZE hNp NUMBER TO HORIZOIITAL fiEINFORCINC. _ _ I I m2 � % p�,�.•�+ V D. PLACE a-" X 'OPENING WIDTH PLUS 4'-0" TOP ARID BOTTOM; 245 X OPENING HEIGHT � OTHER WOOD CONNCCTI6N5 - � - ; � � PLUS 4'-Etn EACH SIDE; PLUS 2•-x'5 X 4'-U" DIAGONAL BARS AT EACH CORNER OF ALL. PLATES TO FOUNDATIONS - 5 8" " + '+ I - -�� / . 0 10 M.B. 3 4 -0 O.C. -� � � ♦+ IIRE4IING3. CONNE7 ALL BEAMS AND JOISTS WITH SIMPSON HANGERS TO DEVELOP STRENGTH Of- MEMBERS i ! _ � , C . ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECI . ICATION A-185-70. I i � A. ALL WIRE FABRIC SHALL BE SUPPLIED AND LAYER IN FLAT SHEETS. - ;--i- � N� • 0 �. G NERAL ,r •• ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED, IND PLACED IN ACCORDANCE WITH 1. GENERAL CONTRACTOR SHALL VERIFY ALI. DIMENSIONS AND CONDITIONS(INCLUDING OPENINGS) ��"3� � ACI DETAILING MANUAL 315-74. WITH ARCHITECTURAL, MECHANICAL AND ELECT 1CAL DF.'WINGS. `'� j,�pC/fy�i0y1y�{i. � C4 Ao ALL REINFORCING STEEL SHALL BE ACCURATELY AND SECURELY PLACED. 2. SHOP DRAWINGS SHALL BE REQUIRED ON REINFORCING STEEL, STRUCTURAL STEEL, FABAICATE:O t ti A- REINFORCING SHALL NOT BE BENT OR DISPLACED FOR THE, CONVENIENCE OF OTHER TRADES JOISTS AND SHALL BE REVIEWED PRIOR TO FABRICATION. ,�j�� �oJ�c I 'a I F I ci UNLESS APPROVED BY THE STRUCTURAL ENGINEER. g, , , _ - _ `I"' _ 4 �d L G,�,��'eTjp r T a FIRST FLOOR SHALL BE PERMANENTLY ATTACHEL TO WALLS PRIOR TO BACKFILLING AGAINST '.r • r t C. MINZMUMI CONCRETE COVER FOR REINFORCING STEEL SHALL BE: STRUCTURE. 3" " TO BOTTOM GF FOOTING 4. THIS STRUCTURE SHALL BE ADC4UATELY BRACED FOR WIND OR EARTHQUAKE FORCES UNTIL THE TO INSIDE FACE OF WALL ROOF AND WALL UNITS HAVE BEEN PERMANENTLY ATTACI -D THERETO. 4" + " MAIN STEEL BEAMS AND COLUMNS 5. ALL CONCRETE JOINTS SHALL. BE ROUGH TEXTURED WITH 2X KEYS AT CENTER OF WILLS AND SLABS. CONTRACTOR SHALL OBTAIN STRUCTURAL ENG;NEERS REVIEW DN DETAILS OF ALL CONSTRUCTION ! 3/4" � •�" SLAB TO TOP AND BOTTOM SURFACES JOINTS PRIOR TO CONSTRUCTION. 3 ! t:EtJdT'E# OF SLABS ON GRACE Q I I / 7a_7 , D. ELECTRICAL CONDUIT SHALL BE PLACED NEAR CENTER OF SLAB. u 3� n._ E� ALL BARS A MINI" OF 36 DIAMETERS EXCEPT AS OTHERWISE NOTED. Wl - M SCELL�IJMf�US IRL]lIl ti __ ...a TIS �It..'' �,N y .� 2 •_ ___ ix4 '�Wt�l ' 4 1. ALL STEEL AL1 CONFC#'M TO ASTM A-36-70a AND TO U.B.C. STANDARD NO. 27-1-73. - - - - 2. ALL F%RTCATION, ERECTION, AND IDENTIFICATION OF STRUCTURAL STEEL SHALL CONFORM TO �1 ' -' �- - -�� ' /"G. N �- 4 HiG•1►4J�eE4 --- AISC SPECIFZCATJRNS AM) U.t3.C, STANDARD PLO. 27-2-73. - - ,N1�G, ,,, ' G ZEE W - 3. ALL WELDING SiiIcLL CONFORM TO Al+l>3 SPECIFICATIONS AND U.B.C. STANDARD N0. 27-6-73. 4� E4. Y !• , •`t A. ALL WELDERS SHALL BE CERTIFIED t1N[>ER MdS SPECIFICATIONS. � �,J�,,, TIBC ( I 4 �►1F�!f_ DSM ANO F�t7Ui:' •3Q IS,r�T I"G L. �'• I'/�"c L. , u I _- I 1. ALL ROW AND FLOOR MEMBERS SHALL BE MANUFACTURED BY TRUS-JOIST CORP. OR APPROVED. #�✓ � Z �n G• v 2. ALL JOISTS SMALL CONFORM TO ALL PROVISIONS OF THE 1973 UNIFORM BUILDING CODE. 4' '�T - r !" GJ.. p fr-- Z�. (c ICA e k � L4- ♦.G. - - -� _ i 3. JOISTS SHALL NOT EXCEED A LIVE LOGO DEFLECTION OF L/'S60 OR THE WORKING STRESSES as A4 r12, T`rP I �4 t f _-. . .. .__ -jam- - Y I SHOWN Illi THE U.B.C. DR APPROPRIATE MATERI4LS UNDER A TOTAL LOAD OF 42 FOR ROOF; eAtwl� ,d..a, �I,��„�, = _ _ _,�_J 90 FOR FLOORS•PSF. 3 ui A� �1L, J�� E �.�. �' 4 leiLlo J`�h 1 c c A. MIST MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS I,irrll REGISTERED 4zW 0.0 AR6fFE55IJf>NItAL ENGINEERS SEAL. I (o - L`- -` ``�� ' � � :� � �� �� . �M ..�� i�LJ✓;,,I CJI`± 5.- 4, b. JOIST'' MANUrACTURER SHALL FURNISH PRE-•NOTCHEG WOOD BEARING PLATES. \ � I lli rc7l2r-'LY -...�.:� .. �''��• �'�.��,c� ch•r Ir- IF-G�satt��-�� ! � � ... 1. ALL BUILDING BRICK UNITS SHALL BE 2500 PSI UNITS CONFORMING TO U.B.C. STANDkILL A. ARD N0. 24-1..73 GRADE MW. -�--- - ,, _ 1 �� is b+_v k. AW ! I I f'c:: i�Al.,4rIGE 2. GROUT FOR ALL REINFORCED BRICK SHALL BE 3/8" AGGPEGATE CONCRETE WITH A 28 DAY �./ */4 -" I IL rd � ��� ��L-I-,G�= U • ' • ' (�F `IJTh, -4 T I ll I I �- STRENGTH OF 3000 PSI WITH INTRUSION A10 ADMIXTURE EXPANDER APPLIED FOUR OUNCES PER uj SACK OF CEMENT. SLUMP SHALL BE 7 TO 8 INCHES. i,r .z. NcQli:. i, ' W _ �D '), r'-' s ---- P 3. ALL MORTAR FUR REINF')RCLD MASONRY SHALL BE U.B.G. TYPE "S" 1800 PSI COMPRESSIVE '; , i + , � CC I �u �- �O C.> � I, i�__ 4 LL .- .mac.hl • ,�TI4ENGT?i AT 38 DAYS WITH THE FOLLOWING rRQPORTIONS: z co�.1T _ I'� D (,JAI I �. a- CEMENT - 1 PART LIME - 3/4 PART MAXIMUM ;t ,� r {{y li I (p I � + 7 � I �. y f � W�!.l7 FRAM c �'. • SAND •• 4 PARTS MAXIMUM F--� I�.j � �! ,a.I �,:j �,. ! ' J✓OZZDLAN .- 1/5 PART MAXIMUM AS REQUIRED I. >~tL REINFORCING FOR MA5QhPY WALLS SHALL BE GRADE 40 CONFORMING TO ALL PROVISIONS OF '- �� --- I -© N I I � Wn F��,,� ✓ ` ' - I MACRETE REINFORCING SECTIGN ABOVE. I ��J $. EXCEPT AS OTHERWISE SHOWN REINFORCE AROUND ALL OPENINGS WITH 2 � � � �.;. • BY vPEpJ'ING + A"-O" AND 1 VERTIGO A -�5HDRIZONTAL AT iiEAD -� .____.-----._--.___� - 9+ I �'--�V '-�'' G. I -,15 L AT JAMB 8Y OPLMIING BY 40-Off. F-A-v k .- �-. _ - --- awls mm % „ II. I1IIG LUMBER SHALL 8F. DOUGLAS FIR OR LARCH GRADED TO 1970 STANDARD GRADING • .' I � i • I� RIIIi,U #16 FOR WEST COAST LUMBER. A# STtIli/CTMAL LIGHT FRAMING #2 ( I \ I - B. (.1{ildT FRAMING A STUDS - STANDARD I � -�--_ _ m C. �JTRUCTUFAL ZaSTS A PLANKS - i 2 I� 0. BEAMS A STRIbCrRS - 1 1 �� _ E. P06TE A TIMBERS 2, ALI. ME BERS 3X OR LESS (LEAST DIMENSION) SHALL BE KILNag -DRIED. 'ICJG, ,�L� � � � � � � �aU, -�, ' . 3. BRIDGING SOLID68' BLOCKING (SAME DEPTH OF MEMBER) AT ALL POINTS OF BEARING AND 1 X 4 v ���v � ��������� o I ^ BAIDGIliG • ®'-0" O.C. MAXIMUM. I L. 44 ALL PLATES AND LEDGERS IN CONTAC' WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. �' � <..OhJC•- ' - 6. OOUHLE ALL QQISTS UNOFR ALL PARALLEL PARTITIL�frS. .. 6. FOR NAILING SEE SHCEDULE AND DRAWINGS.mom m"TWIN, I .r_ 12,E ', A PE. ' BREATHING SHALL BE INTERIOR WITH EXTERIOR GLUE MANUFACTURED 1N ACCORDANCE .� � . � I /' Q I t WITH UNITED STATES C01'M�ERCIAL STANOA'.aS CS 46-60 AND U.B.C. 25-9-73. ,. ,.lAND A,# MOF SW A THING ,�" I NDE X '24/d •s FWtINN - 3/4" INDEX 48/24 ,�\ . .\ >� I G,L MALL' SHEATHING - }" INDEX 24/0 _ - iFUt.' r,. P MEN61 �••• i 2. 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DRAWING 1S LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL _ 142, DRAWING. • OE 62 IRZ LZ 9Z S•L b12 IEZ zZ 1,2 OZ 61 91 Lt! 91 S I b I E I 21 III 01 6 ,l9-'-., L I9 GI- t' IE ��Il�nllluu�uulull�uulnu�nulnl►�Illllllilllll1111111111111111N.N1�IUIIlfy1ri1r1lIIIlI111�111I�IIII�1111�11!JII11�l1wfI1111111111�111111tlllllll�lll!ItUt11f11lllll�lllllllll�ll1111111�1111�1111i1Ul�llll�llWlllllWl�l1!l�llltlll11�1lUlllli�lUl�IUI�11lIUllI�IIIIIIIII�IIII�IW�li11 �, JUNE 1990 _ . , • w L-1 j ,-� wAM- UP •f . � 4t 4 _ w# ,y , I ,j 20 ILL J r r z ! 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JI14YI,rt�:';. """' • 12 I I I I I 1 11I � ( I I I I I I ( I I I � I ( r I r I r I'1tI1rIIIrlI111IIrIIlrlllrl�lrlll�1I111I1111iI1I111I111I111IIT�lIIIlIII1I111I111IPIPI111IPP1 `, + � , NOTE: IF THIS MICROFILMED ( 2 3 4 5 6 7 8 9 _ 10 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF VUALTTY OF THE ORIGINAL _ DRAWING, . _ ----z--- -- OE BZ 9? LZ 92 w bZ EZ ?Z 1.,,2 OZ 61 131 UI 91 91 bl EI ZI II 01 6 .19... 1 L 9 S'--••' b it tZ 1'"•"" PIII1n1InlllunlnIIII nnlnulun�ul1lt11lIIIIIIIIlIIIIIIIIIIIN,µMU►M Ill�ll1i11111I1111IIlU�IIIIIIIIIIII�IIIII�1![IIIIIIIIIIIIIIIlI1111It111�1I1�F111It11IIIIIIIIIUIIIIIIIIIIIIIIIIIIIIIIIII 1111IIIIlIIIW�Wl111 11!l�ll1�11liIIlIlIl111UlIUlllUll�!llIllI111111III11IIlUII1H JUNE 25 1990 _ ._ . c/) �uva��' Nfgr PvMy FAN sE� Ticnl, �:9Pi�c-Jry T[� MA TCN 15�, ?�x�� CAM• '/t fP MC rCW, 49 A�w OF ELECT /✓T• -- NOQrZONTAL _ �' �2 /NOGG 2 �✓•�A T Pc:'`��'' �sl�1 �Ec 7;1�// C74 oRr/7Y r4) I nOo GAM, '/3 <P A1070r. �9 llNl Of F4E'GT MT. - 4c)2JZCJA1r114 Z:'AA-1E' As �i, E xcFVT r�,�rJ cAc_ / /ryP404P fA.I 50: 7,0 A/ CAPAC"r/ \4� /t'�D !FM, //3 9 1P MO%'OL; ylµ/ TD MA IC Y �,� CAP or ELECT NT -- ✓E2T/fAL. > -,� C •� w �.W.444 CwS _ _ - __ 0U7-PO ae NEAT - �- L 1-Q= (1 __..__ ....._. �• T___._ -» __� �....___r-_ ..._,_.._.^,,..,__.._�. _ �� Woc Tpctic? Nt s+r N�'M� SEC TrUN- yi roNs I a".(p • "8o G� 70G}�Q tifl)-r 7TH A,1S SOc� WA P7' Rfa tE GW�� N1Q. w/$ ;r N y' I I ( � /?x/2 2K/ rrX 3Q,; ! 9 ELEL. OL)c r40 1� Ll7�, 2rW, --�� /oJ EGE•c`. DI.'k:T HTlZ ! k'l^J, 1 .577i-? 79CCAW X-P7 CEJL. E,YN 1--,4v ;._sn ��FM , ♦ C y eon i I ' 0 I 8 AGAN 1E 7117 CE/L EXq FAN 1/O I I - 4►�� f V " V� Q LIDAN" -30o 1 /d 110 ( 14 CT.,r �_ W loq el,49Z E yE� GAN C'ON , ! 90 `v` '(n � "PACE 9G'--00 7-- _ 6— 7/6 J o ! ro Rw AV `W CIO"Ileft 444,)119 go Jnr•• ( I J �__. __. - ..... .. ._...,. - fj -__' f (n CNV I ��• _ i 2dw2'4.04afiP. , I r -_ EAC i _. _ I i :_.. _�.�i. 1 I p l?xl? 4W 6114 K/ gireA Zw a9-ZW40 . � . AM rl 14' 1 . 01 UJI r ` , dok. 2ill 4w /3 '�: -- I( 0 I o►. NMAT rUI`'1p allT•r7aal2 Iar .1 I, 3 �J �► -- t r, 1-.1,7 V/ 8 * TTE LJ A,.Q T' Mt-'t K � r /I , I i lgr18 2w i Z 3� d15 .0 61 KW ZI _ to �•M F'. i 7Sv (47)_.. ' 1 4 C / FA,jEME.NT PI..AN I/ 1114 0 s, '!4 . I' CD•. C.: DRAWN-•.c•,L.11.1��'�" �►..,�„ ID Z�,,,a ( �' ( � W •, - DATE- 0 I � "•I��► I raLmo�p 04 c7VJ 0 To OBJ F?. G r T - MUNI„ Y{�.,.��,y ♦ a:''y • At. � - �,'}tYC"v.�.rery ��-i _TR'OM' ,_ .... , _ �. _ ._ , .- .......-.._. t ■ � i1fJiF ••lAa t:F+„SISI f ,... •' c J ". -�I1111F 1111111 11—1000 11111 1171111 111111111111111 11111111111111) 11111111111!111 111111111111111y1111111111111111Ill 1111111111{IjIl111lilt Ill 111111111111111it11111111111111,111III1111111111111 ,r ( 2 3 4 5 6 7 8 8 ib 11 12 NOTE: Tr .. M ICROF I LMED ••-- --- -- "- DRAwiNG IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO ( THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 a 92 92 02 C2 22 V 02 61 81 Ll 91 91 b l El 21 11 01 6 9 L 9 S b Z I"•�•" �r11111111Uu�ulllUulnull!1I�nu1UlFlillllllillllllllllllllllti111N,11111w1�111D1�1111ii1i1�Itt111111111u,11�11i111a1111ru111111�1n��l+t��11»�1u►i1111�i111111ulfltlill{1�1n{fu1111u1I111>)1�llilllltlilllllllllulll111�lWW�lllfllflllllf1W�1111i1�1�l1I1I111111U1�11ll11!11 k. _ JUNE 2 5) 0 • 199 _ Y _ 7G CAULKINC, "AA 1 . Caulkinq shall be butyl base one-coma,-)hent, gun grade, color shall be clear a, , where exposed to view; DI SIGN A GENERAL CONDITIONS VISION 3 POURED - IN - PLACE CONCkETE � he General Conditions of the Contraet for Construction, AM Document AID) &hall becat L. Caulking to to one of the following manufacturers : Hornseal , P -r ,-Seal , or approved equal . -' 1k part of this contract and shall apply to each division and to all contractors and 1• Material : Refer to structural specifications on concrete cork , sheet 07. subcontractors. �y' k 2. Architect to inspect forms before placement of concrete. DIVISION 8 DOORS & W1IDOWS ' DIVISION 1 GENERAL REQUIREMENTS 8A Wood Doors 3. 24 hours pr1�:r• to placing, contractor shall Notify architect for inspection 1p SPE(:1AL CONDITIONS of reinforcing steel . I . LAYOUT OF BUILDING AND SITE WORK-• . � 1 . interior_ solid core_ .ioors : flush face; custom grade; exposed wood and face The cGntractor sha�iTayou't foe work as indicatred *ttte drawings. t ical under cut 3/8" -- , 4. Finishes veneers - vertical gramme Douglas Fir; yp B. The contractor shall establish benchmarks protected &rpm work, and provldt a, Walks - exposed aggregate finish I , `j' and maintain all grades. lines, levels fruu► these reflrence points. 2. Exterior solid core doors : flush face; custom grade; exposed wood fact: i`- t C The contractor, shall report an errors or inconsistencies. b. Stairs a1.d slab - broom finish -' y Silas Fir ` .- - r -- p y veneers - vert�ca�rain Douglas 1-.• S. Remove and replace, at own expense, when directed by architect, slabs which 4 I , - __ show excessive shrinkage or settlement cracks ; slabs which do not drain 3, Frames : Frames• vertical grain Douglas Fir - hemlock K.D. ; kerf back sides of all , �'----- Z MAtIUfACT�U�ERS DIRECTIONS: applied, All aW6fact'ure&_Wrticles , materials , equipment shall be pp , properly, and walls not plumb and square. connected, erected, used; cleaned and conditioned inaccordance with manufac- turers' printed directions , unless otherwise directed. 88 Metal doors & Frames 'K_ P �fVI5I0N 4 MASONRY I q, I . Doors to be 1 :3/4" thick, full reversible for left or right-hand installation [f I i � 3. RECORD DRAWINGS: � Materials: y `3 � ---- ••• -- 1:1 h� d f changes, corrections or modification _ ,- -- ro Ii -eontractor sh411 maintain a record o _.__. ri6 .__�._ I } rnvs� to the work - to be omitted to the architect upon completion. 1, Face brick shall ae Cascade Adobie; adobe texture; actual dimensions 3•�" x 3 3/4" � t0 � _ Z 8 I ' x 15�" ' conformingto ASTM C 216' rade MW; L FBA' as manufactured L Builders 1) _ 4. SERVING UTILITIES: , g type y front & rear Panels to be 23 yuage galvanized steel treated for pa�lnt adhesion; "40 Moss � - 1,�ip r,�Zuss Brick Co. , of Seattle, Washington. Suomit 5 samples to the architect for pre- doors to be reinforced in 3 hinge locations: Primed lights to be caulked on both � � --- �_ ._ ^ ._�__ 1 1I Verly extent and location of all utilities before commencing the work - liminary approval . i protect and maintain lines as required. sides; doors to be filled with polyurethane foam with a "K" factor of . 122 giving the door a "U" factor of .11 - .14, Core shaill be foamed in place to rATUSS 1 2. Mortar - refer to structural specifications, sheet #1. form a monolithic unit. Doors to De electrostatically sprayed with an acrylic •� 5. SAFETY PRECAUTIONS: arricades or other safety precautions required for the protection of the enamel paint. -� � _ �'►►6/LV?� _ � �. 3. Mortar co1��r�: color to be selected from contractor s samples . � .0 .-~--- ----~- public shall be the responsibility of the contractor, g l sizes and profiles L. _ -- i 2. H.M. frames to be manufactured of 16 a» cold rolled _ ter: . ^ � ?•LT-- %�' -- __ 4. Ties , anchors , and reinforcement - refer to structural specifications, sheet #7, as shown on drawings ; to be arc-welded, mitered, and ground smooth and provided to 6. FIRE PROTECTIG"�: G i 1 contractor shall take all precautions to prevent the possibility of fire 5. Storage of materials: all matr�ri3ls shall be delivered dry and in good con- w: th steel bottom spreader; frames to be mortised and I•elnfol•ced or hinges � I i during the construction process. Provide adequate emergency extinguishingas specified in section 8D; frames to be treated for paint adhesion. g g y �!ition to the job and .hall be protected so that tis in the same condition QC GLASS A!'IU GLAZING _ ^ tt_ Ll6�I? ME7.4L 60A/N K/c�0 . G I equipment. when a;rd on the job. � N 71ZUSSCS Q 4'-0"a•� 7. GUARANTEES: !A Workmanship: ' �-- -->t----� -- -- - �-I - " die con shall guarantee all work for a period of one year from date of 1 . Materials : SY�'1M. 1 _ a. Glass manufacturer - LUF or PfG; double-pane 3/16" insulating plate glass A8' I ; 1 I ��� EA f final acceptance of work. and shall leave the work in perfect order at comply- All work shall be laid true and plumb to lines ; and shall be laid out in advance ! � tion. Neither final cert!ficate of pa nt cr rovision in Contract Docunienite wi ,,h , air-.space; color-clear; g fR!/S 73yP �i Y p so that no brick less than 4" in length occurs. Brick shall be laid with full b. Mirrors - #1 standard CS-27, c." thick, copperbdcked; provide concealed shall relieve contractor of responsibility for negligency or faulty materijls nrortar ,joints . Clean exposed surfaces of brick thoroughly. Begin cleaning at top, fastenings ; sizes as shown on drawings; y r l I ) of workmanship within the extent and period provided by law, and upon written continue down face of building, . c. Cow-Corning clear- silicone sealant. C r` «' notice, the contractor shall remedy any defects and pay all expens-,s for any '' Ln damage to other work resultinq therefrom. 1VISION 5 METwLS 60 FINISH HARDWARE �o � � !M'hV 2r. ELK'B i 8. O.S.H A.: Refer to st.ructurai specificiations , sheet #7 -. ------ -- ----- - - The general contractor and all subcontractors are required to comply with • ;i. All hardware to be specified in the following groups. Any substitution or devia- �,� � c,, rQi E T/I��S O.S.H.A, during the construction phase of the contract. tion from that specified must be approved in writing by the Architect seven (71 days t%9b � M �p1VISI0N 6 CARPEN?RY prior to bid opening. `:� TiPtJSS - 4. CLEANUP : I it r a /o Contractor shall leave the work clean and free from debris upon completion of i� Rough Carpentry Lock Oesign Sargent OB 5,/(d' ?. 1 h Refer to structural specifications sheet #7. the ,lob. Finish US10B - Oil Rubbed Bronze ro ea-Zi Finish Carpentry and Millwork I ) 10. CODES AND ORDINAMCES: m - 1;eyir, l nil locks Mazterkeyed per Architects' contractor and subcontractors shall perform all work in compliance with local and state codes governing the construction. 1 . Materials: instructions - furnish G each ttasterl:rys - { a. Finish lumber and molding OF - hemlock, vertical grain, KD, ''C" and I n ; � %%wlS j better. Kerf backs of all door and window frames where not exposed, Doors 6B HW-1 Each Pair to Have. r fA2314 4 x 4 KRP Butts �! 1 era 4874 MKD Deadlock .,, 0 458B-12" Flush Bolts , ��, � � � ,. Z e,�► 550E Push Plate i?yl© , . 2 ea 550K x 2610 Pull Plate a o i, o 2.G 2 ea P11002 ea 5153 81' Series.D.W. Closer Holder -�--+ -==-_---- ' DIVISION 2 SITE WORK '., { b. Exterior trim - resawn cedar > �as over 3/4" resawn face plywood, 2 ra IV1323 Stop & t ` , 1 4a 123A x 66A Threshold exterior glue, miscellaneous trim, cedar. See drawings for miscella- „ � C�►�/ATLC" ©QfC- /C � ON�� /�(��� 2A EARTHWORK 1 ea Plastic Sitgr, Brown w/1 White letters gbuss C rreous trim sizes. Blind nail where possible. "Tties� dual^s to remain unlocked during business hours" 1 . EXISTING CONDITIONS: C. Laminated plastic - formica, micarta, NEVAMAR or approved equaT';, solid 14- ate+ rnetc•r to be provided by owner verify location w/city. range; grade 10; suede finish. 1. d. Cabinetry Door 3C (stor) HW-2 Each Door to Have: 2, GENERAL: 1 . Verify all dimensions on job, and verify sizes of all appliances a. Standards and equipment furnished by others before commencing work. 1 pr T2114 4� x 4; Butts ly AASHO T-99 2. Cabinets to be of birch plywood or approved lip construction on 1 ea 28-8GU5 MKD Lock 2. OSTAC Safety Codes , as applicable. Joor^s and drawers all exposed fat`s, suitable for stain finish. 1 ea 331X Stop 3, Architect to approve shop drawings. 1 ea 166-5A x 211A Threshold 3, EXCAVATING.: r",o/ykq�p_ q ,�a - �yC � EaES a. Leave�bearIng surfaces undisturbed, level Fnd clean. WIrAl ?M3 f�d7 b. Remove all excavated material unsuitahle for use. iY'ISION 1 THERMAL & MOISTURE PROTECTION i " B EQfC,S' 4f .SNI . - ``' Door 3C-1 Hid-3 `OV44 - lade 1414. _. l 1A Wall insulation -• fiberglass or mineral wool batts, P-111 ; foil faced. 4. GRADING: 1� pr TA2314 4� x 4 tiRP Betts f{ i tr+ae area sround building to contours shown - sloe awe from, building to + facilitate drainage. Exist��ng grades provided by owner,ys`'ould figures con- 78 Roof insulation - fiberglass or mineral wor.l b:etts, R-19, foil faced. 1 ea 28-BG05MKD Lock 1 � \ r 1 \ filet a,ith contours, consult architect. . 1 ea P7700 - Series Closir 1 I TC Perimeter^ foundation insulation: I" rigid perimeter insulation extend 30" under 1 ea 5153 8" x 2" L,D.W. Kickplate 0 1 slats from face of footing. 1 ea 1323 Stop & Holder y 5. P'U►iPING: 1 ea 166-5A x 211A Threshold to i/ ?o excavation to be free from standing water - Pomo as required. Tp . Concrete interlocking roof tiles , as manu` ic'.:ured by Permaroof, Inc. , Portland, Oregon SGS -•, /,',J�d Door 3C HW-4 EachDoor to Have: �� edAJr f ! I 6. LANDSCAPING AREAS: _ 1 . Meterials: Z7 9 a, Rep acs topsoil to finish grades indicated. a. Concrete tile, dimensions 15" x 9" ; color to be selected by Architect lr, pr TA2714 4z x 4�.. Butts ?M¢ ,Lr8 ro�4 ,oe 4WA b. Final 16gdscapinq and irrigation will be cone under separate contract. AiNE -� Er1/pS b. Battens - minimum 1 x 2 DF-L 1 ea 8G05 MKD Lock _ C. Felt 304 1 ea 7700-Series Closer - I _ _ _ _ -- _ - ---- ------ - 7. FILLING: ui�r lLING: ial used under concrete slabr3., and concrete pads shall have 95% d. Nails, galvanized 1 ea 331T Stop H� egt.,v e. Valleys and flashing - 24 ga. galvanized 7 ea 145A x 66A Thresnold - S 2�G tU?G compacted density, all other areas to be 90%. Place 8 inch maximum lifts. Ge �� f. Ridge and hip tiles - cap tiles as manufactured by Permaroof � L!'.o rGF� �T�/ co""s 1 I>urf A,,c ' rArUS165 8. Obtain architect's approval before backfilling against concrete walls. i Door 3A HW�5 Office l7 to Corridor -.�BL. :STl�OS c/Nl.�fl � � r0 nZUSS C?0-10 .0 2. Application: Tiles to be laid over 1 x � battens B 12" centers, with tiles Cd 1� pr TA2714 � x 3� Butts e8 ASPHALT PAVING 3" head lap and broken bond. The first two and every fifth course thereafter to 1 ea 86.16 MKD Lock he nailed with 2" - 10 ga. galvanized nails. Cap tiles to be fixed to a 2" x 3 1 ea 1100-Series Closer U 1 . 12 inch crushed shale sub-base bearer batten on edge with 3" galvanized nails and laid with a 3" minimum lap. 1 ea 5153 8" x 2" L.D.W. Kickplate f�i"1��"�AG ��� s�T/�Q/(•� 4 inch lase / leveling course ' /`�Cf ----- 2 inch asphaltic - concrete surface, class "C" mix 1 ea 331T Stop U K- N U.S. ��' BUILT-UP ROOF 2. Soil sterilant to be mronobar - Chlorate, by � Borax Co. , or approved. � Door 3A HW-6 Conference Room ! The membrane roofing system shall be 20 yea:' class A, complete with all required ' flashings and accessories, and shall be the product of a single one ,3f the follow-- l : - pr TAZ714 3';, x 3�, Butts (n SUBiJRAINAGE Ing n>anufecturers: 1 �. ea 244U65 Priv. lock GHT M TAL PLATE GDNI'ECTED WOOD TRUSSES Footing n drain tile e � 1 ea 77 S�!r�i1,es Closer V'1 E 1 . o g 1 . Owens/Corning Fiberglass Corporation Glas -Guard, specification 420-wm. 1 ea 61 -8"-"-X 2 L .D.W. Kickplate 1 . TRUSSES SHALL COMPLY WITH 1J.Q.C. STANDANU N0. 2S 17-73 AND ALL PROVISIONS Of THE a, 4 inch plastic footing drains as required, LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS _ asphalt saturated roofing felt.. 7 ear , 33 * Stop IN DESIGN SPECIFICATIONS FOR LIGE b. Joint Covering 30 1b. p PLATE INSTITUTE TP1-�70 EXCEPT AS OTHERWISE NOTED. c. Sand and Gravel - inch minks pea gravel . 2. Certainteed Products Corporation Dual 80, specification No. 80 msp r ALL TRUSS SHALL BE MANUFACTURED BY AR.-KIN(, CURP., CUSTOfl COMPONENTS CO, OR APPROVED. d• Grade bottom of tre;ich fnr proper drainage. I 1,41 �-A { ts) HW-1 Each poor to Have: 24 S. ;•hn&-Manville Corporation No. 80, specification 1'10. 425-fs. ,`, ', , / 3. AEMIBEPS SHALL NOT EXCECD A LIVE LOAD DEFLECTION OF L/360 OR WORKING STRESSES FOR THE -✓ l'.�•��(C.1S lOf` APPRON)TETE MATERIAL U DER A TOTAL LOAD OF 31 PSF FOR ROOF MEMBER TOP CHORD; :� a.•r„'f 4 �X 3�, Putts �� !� 2. Catch basin - F SHEET METAL FLASHING 1 � - t: Push Plato 10 PSF FOR ROOF MEMBER BOTTOM CHORD. LYNCH - l0e,i. 24" x 24" x 36" code catch basin with cast iron grate. ' 4. ALL COMNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER 1 Ra x 43 Pull Plate ^ 0 LBS. WITH MINIMUM SIZE OF 3" X 5". , ► . N+aterials� �1•,�r �,�� 153 a" x 2" L .D.W. Kickplate AT ANY MEMBER OF 1 ,00 3. Connecting lines to existing storm stewer. S. TRUSS MANUFACTUREh? SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS WITH REGISTERED a. Galvanized Iran (gauges as shown or; drawings) ; ,.�• 7700-Series Closer PROFESSIONAL ENGINEERS SEAL. Mechanical contractor will extend and connect 8 inch concrete pipe from Gotten b. Solder & flux solder 50% tin & 50`� lead; flux as recommended by manufacturer 'I �Oa 330T Stop 6. CONNECT ALL CEILING AND ROOF JOIST FRAMIING WITH SIMPSON HANGERS AS REQUIRED TO property to existing 12. inch plug storm sewer on Voget property subject to for use in soldering galvanized metal ; DEVELOP FULL JOIST REACTION. approval of governing authorities. Connection point: approximately 2 feet c. Fastenings - tinned „r galvanized; Dans" 3A HW-8 Corridor to Stairs inside Voget property line as shown on plan sheet 11 . 2, Execution: l', pr TA2J14 3S x34 Butts DRAWN- � � a. All profiles as shown on drawings , with sharp bends , and with as few 1 ea 24-6631 MKD Lock PATE- joints as possible; 1 ea P7700-Series Closer C. Provided for expansion & contraction of materials ; 1 ea 51 " x 2" L.D.W. Kickplate c. Reinforce as necessary for support; i ea 3� Stop d. All seams tri be in direction of water flow. 4 ' '11rllt/�rtIIIiIIrIII(iilrt�,rtrr11111&+i111l1tllt11111&11111!11111&I1llIiII1111tlII IIiIIIIiIrItItIIIIIIIlI111�1,"Illlrtl`IIIIIIIirlrltillilllIIIji Iit11IIiIITIIIIiI�Itill 111111111111111111 NOTE: I F TH IS M ICROF I LME D ► ( ?•. .3 -a.. 4 -_ - 5 ? tl__�_._-- -- I _-,I I 12 ' DRAWING IS LESS CLEAR THAN ---__ THIS NOTICE, 11 IS DUE TO THE QUALITY OF THE ORIGINAL. L`RAWING. OE 62 92 L2 92 52 b2 E2 2:' I� 12 61 R I L I 91 51 t,I I C I 21 11 01 6 I9 L 9 S b E `2 I"•"" r ir1:1111111111 Uu11111IIn11111!I11U1UU�1111111U'IUt11111i1111I1111i1U►I1U1�1�11IU1li111111111I11i111fi1�1t11�11!I�IIILI1I11I1111111IdI11111;!1hIIIllildl111111111111111111I tIIIIIIIIIllll111lI�U11�1111I111t11t�h1W�llllit1111111[�11111111111111�Illlllllll[IIiII1111111iI111111►11II1U1111r JUNE � o ,r• ,�,. Doors 3A NW-9 Office 4-5 d File Rm #8 Each Door to Have: DIVISION 9 - FINISHES 1% pr T2114 A x 3N Butts y %; ..` `" 9A gypsum Drywall 1 114 2�1-�6G05 MKD Lack ry:;, �, . � �; �. , �;: y "��� . ,: . 7 M 331T Stop • `.l7! F1�P� .l'.IV.`.*�• .R}(',�Y•••, ..j. t,,...,..i TAY' .' t.- .i� Jy., �(+ ,' • , " �• ` 4< . .. ; 1 • Material TT �. f � •4 � , a. Gypsum board shall conform to ASTM C36 with taperad edge, 5/8' thick �► b. Metal trim, tape, and cement shall be a product of the gypsum board manufacturer. _ c. Orange Peel finish 98 Painting 1 . Material : Dutch Boy or approved equal Doors 2A A 3A ' HW-10 Star. d Closing Rms. Each to Haves 2. §Atteriur Finishing a. Sheet nx als - one coat galvanized prime- 6 2 coats 'P b L Effecto Enamel IN pr T2714 3s x 3k Butts b. Wood doers - pre-finish at shop 1 ea 24-6U65 Priv. Lock c. Window ; nd door trim - 2. coat enamel . 1 ea 3317 Stop 3. Interior Finishing poor IIA HW-11 a. VpsuoiT6i�walls and wAfft qa flat finish: primer and sealer; one coat tlat latex 14 pr 12714 3S x 3k Butts b. Gtypsutn board walls enamel : Enamel primer and sealer, 2 coattl3 L. 1 ea 24-6U65 Priv. Lock satin enamel .� I ea 331T Stop c. Wood doors, frames and trim - pre-finished at ;hop d. Cabinetry O Door 6A (Mech. Amt HW-12 Each Pair to Have; 4. Mechanical b Electrical Painting40— 3 pr TA2714 4� x 4► Butts a. Painting of mechanical and electrical work in finished space shall matchi 1 ea 8GO5 MKD Lock finish of adjacent surface. ` C 2 ea 459B - 12" Aunt. Flush Bolts b. Electrical cabinets shall receive two coats of satin enamel . Sand 1 ea 4698 Co-Ordinator surface if required M 2 ea P7700-Series Closer 0 ' ea 357SP Astragal 9C RESILIENT FLOOR COVERING 's ea 331T Stop C 1 . Material : Doors 5A b 6A HW-13 Storage a Janitor a. Sheet vinyl - Armstrong, Congole,im GAF or approved, t Each Pair to Have: b. Cement. fur sheet vinyl as recommenued by manufacturer 3 pr T2714 3st x 3k Butts c. Cove base - 1/8" thick, rubber or vinyl , 4" high, same manufacturer d) 1 ea 24-6005 MKO Lock as sheet vinyl . „• •• > Q 2 ea 4586 - 12" Flush Bolts 2. Installatiotl: Door 4U HW-14 Each to Have: a. Put surfaces in proper condition for installation of covering. Install i O r•. in accordance with manufacturers' printed directions. I -t, ate... 1 set 01300 Kennatrack Bifold Hdwe. b. Sheet vinyl shall be cut to fit room, with a minimum of seam, spread l LL ea 03004 Pull adhesi�,e with a notched trowel , lay material in place. Roll in 2 direc- N tions starting from the middle of each sheet ' N N I' - CABINET HARDWARE c. After floor covering and bases have set suffic;ently, wash with a neutral A, base. I Where shown on the plans furnish the following: d. Waxing is not a part of this work *' Doors: McKinney Hinges. - #2836 - 1�, pr on doors over 3'6" high McKinney Catc'7 - 02911 - 2 ea on doors over 60" high McKinney Pull - #3003 Drawers: Pulls - #13003 - 2 ea on drawers over. 24" Wide Adjustable Shelving: Clips - KV256 5-tandard - KV255 9P Carpet •I� A r' qk. Closet Rcds: Not in contract Put surfaces in proper condition for installation of covering. { Pole - KY770 - 1 1/16" 'Flanges - KV734 A KV735 DIVISION 10 - SPECIALTIES TOILET ACCESSORIES This section not used Men S Womens To,llet 2 ea 83944 Bobrick Towel A Waste Receptacle DIVISION 11 - EQUIPMENT 2 es 832 Bobrick Soap Dispensers 2 ea 9105 Bobrick Ptirror 11A Appliances UJ 3 ea 828P do.srick T.P. Holders 1 . Provide the following appliances where indicated on drawings: a. Garbage Disposal - provide and install by contracting approval by the architect. Private Toilet DIVISION 12 - Not used 1 ea 8262 Bobrick Towel Di censers DIVISION 13 - Not used 1 ea 6288 Bobrick T.P, Holder Coffee Station !4 Conference Room DIVISION 14 - Not used LUE :ig ai(i 8M Bobrick. Towel Dispenser UJt10 TOILET PARTITIONS Toilet Partition Doori and Pilasters complete with hardware to be Accorate Concord Series, { Color as selected from Manufacturers' star4ard color chart. 3 �.,:�•......,.._.. ....ri Mme.. - .. ...s.i..d_, - � _�/�]�■ UJ1� eU L1. 0N N f'LAG)11'IGATW DRAWN- G•j , DATE- t�!r-•� .- -,..,•.. ia...»..,_ �. ..yam.. .ww�.wu ,r.+...ww., ..w.. .-•.__. `4,IhAl�` �,.w.,. tit. ,.,„...-,.;. .... _. .. � .. -_..,.. ._..... .f �- . r `; , 1 .J :,; ,^ __ 'a - 1 I I 1 I 'I I I I I I I 1 I 1 1 1 I I V I I i I I 1 I I I I i I iii III 1►t Ili ill +ll IIi ►ll I,I Z � I I I I 1 � � I � � � 1 Itl � �M .' i i I I � I � � � ! I I I ! I I I I I P ► ! I I I ! I I I ! i l I l � l � l � ,I , I , l , iIl , � , il , ,, : , NOTE: 1 F THIS M ICROF I LMEC ► --- 2 3 ------- 5 b 7 -- - 9 1 i 1 12 -- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO , THE QUALITY OF THE ORIGINAL DRAWING. 0c 62 eZ LZ 92 se 02 f 2 Z2 1z 02 61 91 LI -» 91 _ 91 bl EI 21 'l l -41 6 I9---.1 L 9 S v IE.• � I"•"" �t1luttlnt►�utllttu��lulltn�nt lett!►NI�NIIIIIIIIIIIIIlIN�IHINN1�l t!}}}I}) lIIIIIIIII11111111111111 w'1111101 uI1111I1NlIIIIIiNNIIIiIIItf±!Ilii,111lliIIIiIIIIIIiIIIIIIIIIIIIIIINIIIII�IIIIIIILIIllhllllllWil4111�W1�1111�1111�1h.;ii11IIIIlliillWllllNlI1111iiI1tIIWIl111 JUNE 25 1990 -