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QAfiZ V ATL N 6 C, - OFF ICE apr- ICE 93 I �' � _._. .-.. � � �� / \, . - - .. �_.. _ ; � �.. � � � � f I 1 � ,,.,as,e•.•..,....-,. _ _ r-. .. - - ,.-. ae,r _._«-L -..x _ :..:C2«�:-: - .__�.-_�:c::.•-9 ._.__.....� ..:.._ _.:T^..t_-�•ttlYSS�'_."'_...�� ...••"-.C'S~y'Cyts.':'-�_'_LT._'_._'t•._T�•�""' .1 � , . "!2T. �'lTr.•s4i'�"..._.w:eilx._. •_ .. t I c1/ � I I IQ �KvF. L CE,r7++tt, �ije PL�,.0c 5[01 ►.�, 0VL rt. %z cjyn. ($�p^mo �u4-rH G SIo► ©vcrz. Vs° i i1 jII i I ( i it4 , I �., • '� � •tom � �(,," �) / 1��'��+�i� --- - _4 A r IE. •--�-•--- --_.. ...1/w-- - ..__� LI 1-1 T (•..1 • `V •P.... LP. `� A O OF •:� ,r1/. ,; ,� , �,e, ,' ' '� PPMW jwI Pr -mw4ll- ..r,.4� i1i iii i i i ( ili Il I ( � I I Ij � ( l III II � � � iII Il '..Il.� I i. � i i i iii I I Ii - � V I I I I• I I�I�I III III I t�I I I I ill I I�I I I I III I I I�I f I III i l l l l l III 1 1�1j 1 1 1 III I ISI I I I I III I I I l'I I V I*I I I Ic,I l III I�' MPI! I III III i'I�I I i III III 1/i 1 1 �'! - -. - N)TE: i, THIS MICROFILMED IS DRAWI'� I� LESS CLEAR THAN I THIS NOTICE, IT IS DUE TO THE WAL ITY Of THE ORIGINAL • Z g7 LZ I Z 4Tr b�Z I Ir Z Z ti Z 'ri 61 j I �.T - j t I I Ellj-- - t1/ I t T 8--- 4T l�.- 1/8 _. 9 SI ZDRAWINr;. I I12 IlllllIli 111 IIIIIII Illllr JUNE 1 1 090 r 'l /A4TP. 21 A L , V&t..!~S -_ -- 1VA 1"4-O .._�./_ .STHU�:'I'UkAI. N(TM I C. V rz S M� A r? 1'1 17 1- I M A,T, /AAT- 0,& T• F IW . MAT. FIT. /itgT. FlW. JET /A&-r, Fir+ rMT l�1N_ All work shall be in accordance with all local ordinances and in accordance with U.B.C. b.l Shear Walla - Under Roofs --__- -,� --_-_ � __-- - _y _ - _ c � ►w FIfL - Ibrrr'wai, S.W/• WAL1. �ltal'. TYO 'X G tl6f? C' �.ht7"Al.. N • t ,.2, 3 SSLYwQ ._ -CYP. �,pA2a ACGl. �7 11-0 4-re�se•., ^ � as adopted locally. Conform with cold weather requirements for oonc:rete arxf craa:on ,� ! y �' A, z x 6 eituds It 16 .._ __ �� �::"' gyp• buanl saheathi block ''C'mt-i .T91 ( 3 TYV) AwW O --r- Q'(0 (Lajo%iZ o (4(W W-O" X11b0V lTAIN F( C GLC, 14" "rot (.jYP pirLy, .-Tplb�. FtAr. Ueralan 1 oadingr,: She" P1Y• aid irWr (See Areahi sect'ss Plans) suer 1 � --_-- _.,- _.___._- • ---__ ._.__._..,._.- - - ---_-_-- - C.Y P .._ __ ___ ..-__._.__ _ __...____ .... _ _ ._- .-. ?� all es of gyp boes�d. Nail Grp. b�a�d t�: all studs, blooking, and top & _.___-- _-�- -- _ __ - 1l' (by CJT�+t ei•! Roof - -5 1).b.f. snow load plus any mechanical ] cads + D. lord. �g Floor - -.O .e.f. LL + 20 .s.f. t. bottom plates with 5d cooler rails A '�" maximum. Nail- 5�8" plywood siding to ft*g- _= 4 4 op*ir- t"1' CAMPS 54-2U0d14r1 ,MtrP`M041Lo Li4 ACO 9 ' O° WOOD gTAIN FlnLI Kr&" 1UjT L&,*jGL. A�uo�+ STA1fLVAL6♦ �'4" Tt(t1 ,X. D�r�O AlrLtt �; salads albs h blocking with 1Di ga•lvar.izes(j r•a►sirWr nails W 6" e/c ar edges and kir 12" V� Wind 18 p.s.f. (vertical pr jectl n} , I� �*.Y V atQrAL W 4 VtNY6 ' W"r V ILc)PACR 410, fioalt.Cf E.►•1 - PL4snc .A=-0" tGYP.e" aw W-o" Nova ITAIN }itlt ILi.1. - 4esismic - U.B.C. 11 max. c/c ® interior of sheets. ftma-TL 0VFr.t ftL,4,4 CA 3" Rt111.ItLR 'CYP. NOM0 t.N. 5ni1 Bearing: B shtg. Nail with 1(yl c�mamon nano 0 6" & 1�" ab:wd _ -- ___. _ __- �... j4GOVSf --- 9%D" 11rODt7 STAtts1 K. __.w _ ._. ._ 2 x 6 � 16" studs 1�2" ply. � � 4„ do �„ - � SfAtN $,CL.tYt �IL4Z.l.0 Y4' rvttLE Ce... IW iY\L1. IgRAtIAtt • tltrd, Soil testa have not been made. J.-)00 p,sa.t•. allowable bearir:ec abaumed , Notify Architect openingsa. Block all oxige:3 between op,.nings 3 nail with 1Csei comm TA x ^Ateili4GPL C&I'tPL7- b' I'CI &MM 04p• BOARD E,,*4 _ --- ACOVST -- 9i 0'' WODo SfAev LAK lTA�q RCL17L ,�iLAttLD '}�" WltL! SL. IN l�htLT• Ft�lq�tt. - keJ. of y e conditions. _� S��. ply- wuud sheathing 44 0-ASN i ---_.__ ___._ �__ _ _- ___ 17 ars �aoivers � i ossa. ._ __ - ----- ?_ x 6 � 16" st.ds� Reheat /A/ •l�ii�F(i 1�2.. __ -- _.,,�, � ^. face' Nail with 10d common nails; IV At perimeter of shanty and I" max. FI - - -- - IP t � R.c�o» M�f, 5rtT g"2u tirztrz C t(0 Arcs a tL AP.,a u s 7; '.o'' woo ST7►rra Q�►k STA+N � I . Fow3dationsst All footings to be 2 '-(." min. below lowest ad jaeent fin. grade or _�. 4TAt R�LITtb .AZt.O�" I,IJtQ,�, Co i... lkJ /!1„6r gRA/A,t • Rhl. ain. into dt lntoricar. L 11%12-afL C/�t.PA-t. 3' U48A& Cq#L AdAMO LN, ACOui1. �fD" 1os/oop SYA1N DAg. N original undisaturbed natural soil, whichever is lamer. t� at,cJvc. , ' 2. M11: Under slabs if required ) sahall be of suitable material f ,r �� x 6 blobs !� 16". Two layers; >f b !;heat roxzk each face. Nail to studs bad -^ providing plates: Rase sheet, 6d ec��sler tsai l cz �' y". Face sheet, 8 d cooler nail s �' 7' EtitJa'fi 1T012 AG� VtNVI SN T '�"IbitS6>k,R til{P• 6Ga(>Gn L�iJ. GYI 6A,D R.N� ��^0" WoC+n $Tt�tw Fla STACK Flt 4ktt VIhfQ `'fA 1 N -�--^- firm :stub-•b&zee and :shall be of importowt granuiar fill. All fill :shall be plececi �� �-_ t�etV'� Nt�KR..t.J TOT" , L SLAT fo R.tJ1513Lf2 Cs'jP. KOAR.1� ftJ. PLASTIC �'-o- G�P• t3co Rt.J -!1'-O W000 yTAIN 1<14. �,N, AtuSGOr A9N 3 eVI�LLS -(!LA 'jbtl.• 2Ml uniformly in f," lifts and cum�s, ed to 9% ain. of meszinua density as determined � Repeat ,�_ w__..__.. . " tJ 1LrLr1- Wt-J- @ t N. \1/O t3 0 S171u N DA K 'yTx iN by A.A S.H. ,, s+ethexi �f a�esalnatiom. Soft :spats shall bN removed and recompssctead. Q Repeat �A) IIIaGAiPt dub. yya jr�ai�.�4s►�al �e7P �'/P' mow► �tlk'Lt..- C/sRptT 3 R R,Ati,R Gej1 fSO AGe7UtT Flaee 6" min. sof 3/4 minus gravel directly under slabs. _ �{ 2 x 6 s tsYisa ew 16" 1/2" lily. dhemthirsg lid crnuecses Q 6" '1 ww tx t?o^ CAfLP*o-r '!RuObfbim GVP, fS wL o LR 1J. --- -- /►C LW S �Q:O' w OG'p - ki,ym J dA K S1 iikol CA fi'7, OA to 5'�Aj N . R t t.t T L T�'1,Mt aS 0PF �. Conaretcs. A11 conct•e±te :shall have 3000 P.a.; . nsir:. compressive satreagth at �'F_S days. _ --- Detail and ace all coacrr-te i o w' � � v 2 'hear Walls; Below F' � -__-_ -r - _. � ___-.- 7. -_ - r V,/OD 0 q TAM► 1 G4 s place n accordance with AGI 31.E and 3].f. Slabs on grade .�a ` -_ - = 7QiDQ. l� Sll'l►il'L - VNIiYL �irNT �' RNtst ut GYP flPs?hRD^ fcW. --- Gyp fly L!.NI• "CY' T �IIt �N. �lTAt2 TILCAOI PR!-FOWALO ftv11%11I M 14AN0 RAIL shall. be placed watt, a low slump mix. Heir,force Witt, F; x 6 1010 W.M.F. . s:,� inside face. llxi o� F" & 1-'" -_ __ _._.__.. ___ _.___._._._____ -__ .__ ___�-- - ___ _.,.. �l Same as under• roof end said 1�G" ply. � ,J, 4. ReinforcingSteels Intermediate ga•euie billet ccm!'ormirsM to A.S.T.M. A615, Crane 40. �� ?" sheathing oae:ts face. Block sa:11 edgcea. Nail all CLl;1Z.lGAJ�.. V'CPYL SNT s" t?.t/Arf3trt GYP. RCAtT.d --- --- A�vtT -- iD'•Q" WOOD STAN bh1L 'DT�tN FIR '1NXLU'i1JG TAIRI Detail and Place in accordance with A.C.I . a15 A 318. U , x b studs 16 1/. ply ng r w edges with 10d common 0 5 . Nall int ri Jr itJ' 1(kl coeelmoffe � I(J". .�A.Z.l. CAUM-r CUIVICr, C;qP, NOAXLL- r.N• --- ACOVST. -• 6.00 \V 00 1177 11TAIN 47A a. 4ulN 1 li Block all edges.. Mail 1 all Reinforce all walls with sr;iniesusn as follows: (unless otherwise �tsuwnl (� , x 6 at 10 16". 1,,/2" ply s3he�athing osee face. g 6.. walla _ __---_ _,.._.M.._........ __..-_ _.....' _._...._....__. _�._ �. - - ,•-. .._ _ #4 a' .2 E.W.Eedges with 10d oommor a' `,". Nail interior with IW common 4 10' . JCt3 x.00//L, GYP �OAfLP- WI.kN� 15T t..eKAr'C' IbtRG1i !•r'+e►�N 8" Walla; +�� �� 15" E.W 3:V i vtiJ�(L Sli''T' 3" fl.UtltSO.rL ACdJ J .. S'f' 9'-O rJ I n" wes•11 0 ,u 5 5.. h.7riz. � o 1 .. ---t v -4 WO Or i'/I.h! L SkT 3 ILtl�r�K.+rt; GYP, 141,04Vro EAJ. -- ACOVST. - 9_o" _V At Fin "STA u 'C„IA V U tSlft _..S i f L1 t>aac kf III s A` e 1 Same as urxi er roof.. vT►p► yr � 20 ^ Y Woo ST N t � 1.t. s G cit' T, N M5 6 12" vert. l " clear. 0 iriolde face Q Use as under road'. INTMVI,E%V CA f%rpmT. NTWISILER ZYP' (10ACC, 6Q -- - ACuv T -- 9= a STA tZELITG ATLP riA//',� �N s o w a o trete C�Aic w Gl• % wtlzt� Gt. lti KtT� � Steel Ars wane, with one layer shall t►e placed with verticals in center ►f wall �l Same as t,•B� � _�` � '..� .p" ALs11/\ (ts.K TAttJ ptLD._-CtY. YD Pl:p" OVeIL COueJTA.Q.. . COdeuTl2 C�4tt STAlh1 except Place verrticr►1s 1" fir,m non-backfilled face �- C, .CIEraTIL7 �/At Ts►JG CA2 AF. , � RVfSt'til�R Cid', A: /LR_C� .�.3• -_.� Y �,Ccx1ST --+ 10 0� S Y. ...._P_......•�-_-..-�-. t tE c at bLckfill areas. Where elevation 8.3 Roof rtywoul Nailing: . _ ..._ . ._.-__-..of Interior :slab on grade iA grnatezr than V-0" above exterior finish grade provide � _ -..- 04 dowels x Y' 4)" � 24" lapped with slab reinforcing. � See 8b. 5/8" thick - aigeess blocked. Nail to perimeter walls & strut with 10d �1L3'f i 13GTLE.. "BILE. - ' { � CiLAS4 (TG/A{'� -- _ dCO�SY � 1C?�D" /1,Uf/\ � � ALU/� In :addition to above: minimum re,infnrci ace 2. - common ria 411. Nail perimetor of ghee t g with ].0d common re' 6". Ni►il inteari .�r of Cps-LrZ l r x� PM MAGA y R �. �i cl vaoitw LAN• -- - --- � ng place #5 cantinuour; at t-)p, bottom, sahests with 10d common 4 1•- � � _ �_- Ca P 7 t'Lur�tSlt;2 G T_-� '- -� I1COufT � V---p" V12110 5•rA(tJ an►k 'STxty 1ZEt•tTg S Gt.ALtA yX" W1Rtb Gtr." IN N\N..T F`fLATAA. sol.7 4TA►y OL IL S'TAtw Q'.;-1-( T4s CtL4-Zr.O a/4• WtRC Cu., tU 111+LT 16M& +'�..: _ and aides of all aivni.esge;. Extesnd ?'�" minimum beyalyd edge of openings. Place >Osf�1t\te•J , ASSrS'T'aNT CARPET S" 12tJ9fiU2 Qe{p. I�sO/1fZ.D R•►•1- --- _--- lyCvsxT. .- ~b=D" \V - N5 continuous at top and bottom of weals. La►p all wall reirir�rezis r nzo•,1r:d 6.4 3ubfl()(sr Flywoai, Nailing: corners and 1.ntn intersecting walls. :ger 8c. Wge block all exigos. Nail to ahe&r walls with 10d common Ig j" c.c. ___ -_ Nail peripwtesr of sheets with 10d common W 5" and interior of saheete with 1f1d ���Q1n �t'!►'Z CrAirt T �i iL�1�aArCI G�•{Q• �Qst7,�G �►J. �- ACOOST." _�O=V` VJZ7i719' �TAIA3 CCK SfIW�1 __ t---- tiR xT - 5. Wold ed wire fabrics ASTM ALAS• c�reulon rdi 10". All nails r3ha1J be ring-spanked. jhaN/tG� tt N 1 t'�T 'RLJ1if3A.2 G �d4fZh RClrt. - -- ILGOI,J�. •-- -d" Wr?uG Mj'Tp1sJ OAK A1N ' M � Z C '�' Kp _ T _ _ Structural Steel t A TM A36. Det&il and fabrication per AIaC Starxiards. -__ - y. :>awn Lumber: All Doug. fir W.G.L.I.B. Rules s1F16 See Aro;h't. Spar,. l Iry 4 unso la Tvn-cy4 VINYL 5u 7 raisib GY • �04R;0 K-w-, �LIN5T,� •d' D" It, Aft,0 /�U \VOCt� ,4TA!u FIR STA11J 1VA110SC0T 00 � 11i/Ar,L'S ('�T011., IZJ&)-. _ _- ^. Truejoistar All 15rusjouists and bria?i shall be r aanufacturee ' �Dy - P _ t- _p_ D, O,• - � n8 per r s G tdnda+sd s. 1.0. G l ulam s 24F V�► OF OF "` .""'�"'.`�"""""'" '•""-""-� _ .__.4 wou'ftTaIL.) GA¢PLT b" tLc%hc�Y.rt y'A- !l0AtY.b �.�+t. __ -- D'-Q.. •1,•r� ,ova T o n Awa y DA r4 ="tAiN Cdf>c�.lE. !S�KZ 04K -.ST►t►..>E Aoot: Design ht• annnu.fuoturrar fax• comiutexi dead load plus 25 p.s.f. ain snow load.. � �� _ _ _ '- •-� _ t Floors 30 p.sa.f'. live load r 2U p.is.f. Partition load + 15 p.s.f. deed 1 osd. 11. Mansard Roof Frames: .... _n P-A Rd� IE.hi � Typdoal at floor sari roof, pz•rnridA steel connection plates at each bearing. (a) Shop FabricaLrod : Design by supplier. Steel plates each side of members. I �erlJ?'ftM- Vl(N�►L 514'r SMVOIPNU Cq .,15.s�ArW . P.Q. GK �-a" 11/000 �TA1►J 'F1R 5TA/LI Design each member for 6ao# minimum teneian or compression. Submit shop Cooxdissate wit!', mechanical contractor and furaisslh extra uistss asi required forprior j e4, dxaw.ings with Dz•eg,�n JIYW;ineeai s stamp to faba'ioatlon. wochanloal loada. Trus joist supplier shall provide complete whop drawirsge with (b) Field Fabrication: Stz'rscturaL-1 ply gusset each :aide of joints. Apply nails 1sP Y , (kvgon �iase'erk stag for t,) fabrication. Include -o M P �' print-out analysis for all each: s31dc, with I - Hd ;oasn+as ne►11 1000. 600#1 minimum tension :a• cumpres:si .e _. _.�� �Af •--_-_.. ._.._._._... _..-__ . _ ].cassia including ssusatut<nioal . :tri etc . Arch't Details. _ .�_. I 1NOQa sV,a:u .. . (c) Shoathing, stripping, - per 0 A D ---- -- U• D• t ett1V ..., .. .,._.__ STtf3Ui. i.. VIUYt. ISR*-T ' 4"exaR tu�P. 13 Q. G+1P. E 8' A vM _ A 4T 'T H. Plywond :sheathing: A11 shall be A.P.A. w'-U" r c�'_0". Lay with staggered pattern �'._ � __.. _� . o ACL CAZrrT 'fZslit*Ir% GYJ�, 6040%0- .,�. acousr 1-0" w000 STatu :�t/Z 4YAIN 1#�►"tL Pt.QOa. c�rspttT• Cir• =o"4�tA, rtlio 1 _ i s ` asxi e+ith face grain perperxiAci,slar to su}�;rurts. IL7EN' 1c. J+./'� P 4 (a) Wall Sheathings 1/2" thick C. gr'nde ssh•t•g. with exterior 4min. -C _.____.______ +- Ideent. 32--16 glue. pJ.y 0- lei G*.-S (S TY(�sL�t) CA,Rfr!'T �." 2ursl'st2 t `e!P. d04ft00 1ICs.t• -- -- ACoosT. -- 9:0" WOOD SMW FIR. i 5TAo4 (b) Roof Sheathings - _ ___ ._. _ _ _- _._ __.____._ _ r. _._ ssg 5�8- thiek std.. grade :sheathing with exterior glue. 5 Ply shin. ( � 1 3d t. 32-16. }j7ock rzs�aC1 natil all edges. "�'�ttETS tv3 TYfJIGdeL) VtNYu 'yN f 6 Rut tl:,tZ C.Y�• I�Ca,n� ( SFS ptrl5TIC. 4'-D" CA ArLO �f. 7 O iV,.ou 4.rAN �crL STAIN WAtuse07 ON a WAL1-'p �!A Tolt;� ' � l"c) Sub-floor Sheathings " �. _._..._ ...._._.._._- __ _ _ ._.._�.�____,.. __-...._...._._..._._..... ... R . . _. I Ment. '' eG1MIi grade sheathing with exterior glue. ID7I'k; iVINIeL 5NT &M0 IJ, __. tp. OO sv' w F 0►iel ♦ 1Nt• 1418GI� -'STAt'NP y idnimum. � g JWivQ -�D r}..(rdVAA6r vYP �� ALbv4T. 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( � 'rte/SL. P_ t %�.' ( • o 'Sr._�t_�- I I/L" � i� O' �����_�_ I�z _ ( '- � 'rOF 0 t" 4 � ' III}III I! III ! I I! IIIII I! III I I ! IIIII I! IIIII III�III IIIIIIIIIIII ! I I ! IIIII I ! III ! I VIIIlIIII� III ISI� I I � III � i Illli I �i�1 i ; �il ;( I i!!II ! I il.11l I I ! III �I IIIII ! I I !IIIII I !III I __.----1 _ _- —___ L__ � .. ._ 1 3 4 _� l.— -L NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS Di:E TO _ THE QUALITY OF THE ORIGINAL g Z 13Z LZ 7, 4Z Z Z Z IZ w; `F3I I ( 1 GTt i- I [ EI' 7�i i11 �8 9 L 9 1 9 DRAW ���� <���I,ii� i���l�i�� ��i�l�i�i ���ili�i� ����I�i�� �i�l���� i���l���� ����I�����►��I��►� ����I���� ����I���� �����►�.�I I��II� ���� ���� ���II���!�����I��.� ����I � .!I! !���!��I� ��I����I���� ����I.�� I!���I����►ilii.ii�► i I�I�►� �!�I����IIII�I���� ����I���� ��i�l���� ���I�� , V JUNE1 l99a . I T� Ip T t •I . 1 G A 0 41 R Ir»►N 2=►o icw i u -��_ ms.__µ_ Y A N i A -- __'� A �. a i 5u 2 r-= - eye-. ! v v } l� LL_ w �, i t t WA a A- ` 4 A j o �. !i� I _�I t -, j 0 2Ec�° >ti _P INCA& F,; r. . NL A�2N P � �' , � Juts c.-�'co ►-.1 Pao. � - �'' ► ' ' 9 If + } i t L_____-_._ --_� (Zf-C rr i"k f.� Cr LO v 2 4' ;, Sr r NLFj _Aj t--L00fZ_ OLJ-rL, t- -r 1 fi .c'Il + i� :_ �; .. _ 1 � � � �! :� � L ..._1 + �`—� ;'�C•i 3 1'A � �� 'a 5 t�.+c,c. � pn�..,.� S,u i T G.•� 1__ �" - ' LF-- A�'i I , ,� �• ,. ., L.�_� �. 4o' _ I , ! s' 714fMW_ \\//aY I , j AD A t0-4 _ 0 — f--'1FA] Olt ,IC. I I e(� -- Pa fi o ,( 8 � e 1, � _ . A EA __ _ flA A _._ __.__ _ ___.._ .�.. t ,� i rCA 'd_ r C A t_ 1 I -'EILI J ; � _ j �� _ y ® Z_ - I �, I I Gn��. PAr.IGc D' I!I f i i _ . c i I 2+4'' L.oij i. . I R' � 6 Y, rz,. L 4f* w/ -_ Apoc i,c , (3 i,-t i 1. . A . � ----.,....�.___ �� L :1 3 G t_L r 1 ,�. . L4 K _., _) AF- , , -- `�-� - -.r_ COOL�.`., P_�) ,.� L F,)- , , rplift -- . c•J HA14. 3 I NOTES bH 'rH I5 F"IXTURg S CHE' ULE. n. Tiv? C1RCk A. x cy recessed floureacent fixtur®, 4•l�'yp lampa �cr l; c dtffcse r L� "�` F �t vni.a Z a 40 series, rated for p L h P Y e �vp36 , -�__. . 2� S `4 one our coiling ,rzetallr+tion. ` t5 PaNtI _ y-y__24� _ �._...�. � ; � .Lgn Outlet , verify location at. � 111 ►o � is Phn+F.4 --`` PIT :iamol as "A" fixture but �-F40 lamps. �v r , ' 1 ( 3 Floor outlet# verify 1r�r;,•0tj,:►r; C Same ,���� f3.xturp but r.-r'IIG .Lar>gpt�. Cl Q U �4 Panel "C" I r ova F, n , `-•--J � as a.r; pat,+r .or ��fficas Ab +pec►•, fuL Hath A & kis .�i' ! ' I) ` I T l►• + NwI n floor cor;'t+iGrs. • • !)• itecesje d Mer, ury VA !o!' f i xturnl c i 1-1U01V nX tarp I,.!}U� Asymetric r®flector, � car exte iur ahpltcmt_ion ir; o►1e hour fire rated c9iltnr-. ' .- ti 1 ii� 5 � J�; , _ h • - - s t . "'� �. _- __. .4 pa,,el. "'i)" hougo uane.l for security lights and firkin lot li f r ' �. r _ E. Iurf'ac-v; mount ■er�ury vapor fixture. Finish c,erK hron7e a('ryl ; t��+ I.nt, .w~r-.,-- �_I� -�_ i A f , 6 Stab light to fine c.ritc;he�i Ni'll gecuftty 1-i.ghts ori house panel. do®p label , .sywet. �c 1Nnae, gaRketing, 1�'OV, mogulI:tOW ►;{ lamp. Provision or sui•f;%ce conduit sntra r n.e. 'r;enel.l �?c�l. mp. I A A � 1 �' b ' I '; f 1 ? gacaprlty light'; on hou;;e Iea1 c; tr \P max__- --- i I ` Pau on oled 0rith time clock. F. 4811 mount mercury va r fixture > k �� P.1 - Ji~ •�• � Po 1-10�1'N i'7( . A�m 1 .OV 1� �• is r, ` G :t , !� poet light on l"OUSP Panel. nt A..rt. P nymetrl r. fa a'•t-)r _ ( t�etal 7�i80A 120. _ J - .-.. .� F o rot with i,;�te0gr>tl photo r..912 on fixture. -- -- -._...,._. __......_• _____--. ._�. - �__-1_---�.:� _ _� { 9 '.`Al.gn light izou e c, ,. ,. , • ,, panel. �.ontrol t itti Umop c look. Verify exar,t In �A tlon '• :Pur face0 mount ceiling fixture. with Owner. FJrencolit;e CF-.30 15thv. 10 provide: outlet 120V for under-mink or under counter hot water hea'Lor. F�• Waii mount fixtu.s with r�►►lnd repel ►Ate gl.raein• Furnish -N in fyutlet. Pr e h c o I f t e9505, ],y0W, --.,. Q-- {J/^` `,/�J) fri ._j, ///,►`] ,1./•'/y *[ F/_`�+ 1 � t, � j/� � � r f11Provi.ie ?�'(}V ;�a9:let o 1. water h:_ ter r C �L ..P L�—, ��. r•i+� r'" LOO � El-W cc jj i /� + Q `' r '� ga * ,,� l iz �•. 4L.._ . L � � J. kHc�Aai3ed round incandescent 150W. f.ixturo approx. 1(1" -iiam. Faith vertical � SCAL F_ yB t 1 - L� t 03� Prolride 120V outlet, for crovil s act„ =Lx.h r 1a1n moun�� - 1 �-D P aunt ran _,n roof,, F mounting. Lens flu�ah F'rRr�ne] . � . "ixture� to be U.L. rated fo.r mounting in one soar ;eR1 ] :i ng. ,c` Z; .1) �4/�'� ar 13 Provide l?OV power and # �;ronne0ct tO AC units on roof, Verify exact ` locutior with Much. -ontrmctor, K. *91.1 bracket fixture for wet l.00ations Priscolite RB-21s 1000 4,1 ph � guard of cast alum. N0-8. 1A.►' af��:y w- 14 Surf• .@ mount duplex outlet on colo r:. _ L. K+�yjp;j, porcelain 1.iSkt recPpt;, :le. 140W. �5 acct tA,DNnL t2 lttui t' (�! KU2R'�J<'. N. r, ,� 0 ' MIL�hcA K'E, UKi. ro►�Erts I Hh� M. r;�teri.or post top 'might ,snit, 17'31►. Metal Hell,3e Lamp# mount on 1140 ia�ta1 pole fir. cont. footing, K1m leo. N"1'�:-t?1l-;�7( w PPrl'iT�-c125-1�0V. � I -- - - ., 10 UNL ntn►c.nTcec� cvTt,tLT dart t:at�,puTeLR, VirtrFY LCCA'T1A�.+ ♦_ O O�. Ntf3firni e '1+1lij1 1111111 1111111 11111 11111111 �11+1 111111! 1111111 iiIIIi III IIi iII iII IlI ,1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11411111 1 1 1 1 1 ! I I I I 1 t III Il. II -1111 .1.1 Iji LSI } II NOTE: 1f THIS MICROFILMED L'-� �_�— --- � I�__�t__ I a 51 I i ) I 1 �� I I 11 1 • DRAWING IS LESS �- „ +_EAR THAN - -- ----- - - - -__ --------- -_1..----------- --- _____-- 1"; .;=i THIS NOTICE, IT IS DUE TO THE QUALITY Or HE ORIGINAL ,— -- — -rill, — � "— -- -- - _ 0£ Z Z LZ Z tZ - -- -- -- - __--•------TDRAWING, iIL��ii� ,Ifflie,.11�II � I I IIII�Il �IIflJlll�llll Ii I�IIiII II�IIII IIII�IIII IIII�iIII IIII IIII JUNE1 1994 ,I _ s I';Nr AL c:ONu1TI0N:l : ANi-1z?45AT&b FOUNDATION ys,rm: 0550 3TRUCTUYAL AND MISk;i0A,AN0US ML'TAL; The "General ;onuitions of the ;untrac:t for the Construction of Buildings," i. At trio Aesterly wing of the building (one story area ) the aartra at 1. Steal and iron to conform to requirements of U.H. C. and in aecordanc.� 1 as issuej by the American Institute of Architects, 001-1976 Edition wit&. the builaing site to be ramovea to a %lunth to t;ivo a mins foundation with AIS," Specs, for Dos.'grs, Fa;ricationt: ana Erection of Structural Ilatest Kupplemente is hereby made a part of thane Specifications, and is *all neLgict of ? ft. See Jetatlr, on Ii^6wi' j No. This Aill give A Steel for builaings. Gauges noted U.S. ;reheard for sheet steel. oinding whether or not hereto attached. crawl :spa,;a clear height of approx. ?'-10" under this: entire wing. 2. Furnish mivel. iron and steel itamA required for :arpentry and framing,TITLE AND LOa;ATION OF THE eVokK : throughout the building tnat ark not furnished by others;. SPECIAL tANr1IT1UN5: i). FiACKF'I1.I.: New Office Building for Hudson Professiunal :tinter 1. hacxfill aal.1 foundation walls sittt granular fill ,Lei. "•s_al to wiLhin 1?900 S.W. Pacific Highway, Tlgarc , :)rector: A. METHOD OF PAYMENT: 12" of finish grade. WVCSIOA o' WpUky AR.;HIT6c,r: James J. Woutson 1 . AhplicatiorLss for payment must be mach ir: triplicate on A. I .A. Form ba,:Kfill under basoment Mab to oe rurana : rocK m] n. :)" thick. J010 KUUGH ',ARI✓k,TTRY : 191491 3. Mosler ka. No. G702 which the k:ontractor may purchases at the Portland office of Oregon .'it,y, Oredun )?Oi+� the American Institute of Architects or other stationery suppliers. • l��:Kfill under �;ic�ewalks +" thick ;;ru.,hea ru tc. A. GENERAL: Phone: 631-71.87 e; r cent of the value of the r 1. Building Code: Re.luireuatint6 of the' if. h. if more rigid than there � . !?rogreysr; ,�ayatesnLS will be made up to � per 4261 ASPHALTIC �.ONCHETE. PAVING: INVITATION TO BID: work satisfactorily installed and material accepted and suitable stor"a herein, govern. on the site up to midnight of the last day of the preceeding month. A. STONE BASE: Fill material may be sante granular fill ufseea as general fill , Evidence Nritten sealed bids wil..r be received b Bob Huason at hib resent office '� i „ " urisdiof tirade: tirade mark and trademark of +EasocLatior; ha vin�r y P All eontractorra and subcontractors on this Project ject shall have Labor enc material in b" thic:kriess followed by �. thick layer of =�/�, minus crushed located at 1t'9iX) 3. 4. Pacific Highway , Tigard, Oregon on or bHfore material charged directly to this job and shall not operate on an open rock compacted and graded to approximate slopes. jurisdiction must appear on c:ac:h piece of material. S. Treated Wood: At locationj NLuree wood if, to contact with concrete 5:00 P.M. Standard Time on Fenruary 1 , 1.965. account. .;ON';REE PAVINJ: slabs ori grade, or ars rioted on the Drawing's, pressure treateci wood I bids receivod after trio time fixea for opening will not be aonsidereia. �� As a general. rule no portion of the retrai.naee shall be released to 1with Pentachlorophenol type &ood presegrv.ytives, her U, 14, ,,7, Standards.. Imostdr•arasa the existing ra,.K re�ra6will bd s3ufficictnt for the bas,,,the ';ontraetor un it the final inspection acid acceptance of thw work • most course of rock but if rio rock is already there, intstall at least 611 +. MOs;iture ::ontesnt : Unless otherwise shown or specified, not over 194 Drawings and 3pe,:ificationsy may oe examined at the office of the ONner by the Owner. The amount to be withheld at that time, if any, ,shall thick bass rock. Fine rade 4ith at least 4" thick layer of / , minuts before cover of all framing lumber. during businahs nouns. be 200 per cent of the estimated value of any portions of the less crusher rock compacted entire area to lase b]acKtoy aa. :, uncompleteu and/or requiring corrcctior., out ;hall be not le•>s than W pp Nailing in accord with table ?S. P.U.H.C. ,ipoclal railing noted on Plat; Drawings and Specification6 may be obtairiod at the office of tine ,r- hitact 8100001000. ?. The blacKL01) to be >" thick "C" mix as --;nec•i fieri uy Oregon :ata to Higta- James J. Routtsora. I'wo Bette may be obtained by prime bidders only. may Spec. ,ompaact with roller with smooth even surfaces sloped to b. MATr;RIALS: ,. APPLICATIONS F P Y rZT� to roceive attention of the 2wner in any drain. 1. �,ex r nornl Framing Lumbar, x 4 & 2 6; Standar' or getter "hem-fl, -11. 'Phe Owner reserve's the right to reject all bids and waive all informal- mond shalla su�tted to the krchitec•t nut )ats)r than the third day Match exact level of existing pav;rr✓ an E;anterl•y edge of parking lot. of that month. 3 '_'.5 r. f ,� Sr ., L -t ` r .� . Joir3tF>, desaamrr, Floor or roof, construction grade "hem-fir". ittos. - H:X'T11UA)sD CONCRETE' CURBS ANL' WHEEL BUMPERS) At the edge 01 311 drive.! and 31uckt n,6, lager r, platen etc. ; t1 thicK or more No. 2 D%,,uglaa� 'sir `-. Final Payment of the retainage will become payables after acceptance of narking areas and wheel uumpe.r:, as shover. on Plot Plan. This work done by Larch f a 1250. BIDDING it&gUIRr.Mh;N'I'S: the completed work by the Owner. 3pecialissts Mith vibrating compar-tor and extruder standard !shape and size.. +. r;xterior exposed b x b woo<y columna U. F. .;elec:t .structural, FOHC. &&ch bidder shall Inform himself of the 7urn,iitl�ns; unoor Mrsi.c:tl tno Vor,,• rhase columns are to be full length, no splices at Any point. its to be performed, concerning the site of the worK, Lne� structure, tn� B. FE& FOR CHANGES IN TFi;, ,VOi�K: PAINT STRIPING: Hill be ions undo, painting :ontraae-t. See I�ay. 'a. gruunu , the oftacler3 which may oar encountered and all c,Lher relevant 5. Sere Structural Notes on Drawing No. �+ for plywood sheathing, floor, rn� , roof and wall f matt. re �::oncc,rning the work to be earformeu enc. no bidder shall be 1.. ,",'bests, to the ContrFactor or :,ubcontraetur shall mean the actual sec c;o.yt E. CTTY CURB, .�IDEIIVALK AND "UElh .U, ., . ';ungrs;dA praparat.ior. s�nci finish work allawea an orni� con ework to be pitems on, whi•. er he has failed t�� no of materials, labor, payroll taxes, transportation, compensatiun, and to oe done according to St.gte Highway :>ept. requirement ,. ,, „ Inform himself prior to tat bidding. insurance, The percentage to be paid the Contractor is intended to �;hipbo>3. u and underlaymont } thi.,k moisture resistant pressed board 9 cover superintendence, overhead and pro fit and shall not ex,:ded l `; per applied at all main floor areas that receive carpet or resi.l les..t floor 0?.80 I.ANDS_APING : materials. Earn ;,adder- is expected to base his propotsal on materials and equipmrrcent of the co'st's to the 'ontractur•._� 7 Building pa: :r .l`) lb r:on-pt-rforasated asphalt . com 1 in fall a•, tn Lha nravrinPas ease Specifications, and in the event PLANT MAT tIAh: '�u y s q + ::�aturatead felt P y g y p , M; ,.. alit ana size to ontcrm to ref u�rea9Hrst:: for number tie specified in his pr•opoadl materials or aquipmdnt which do not confer c:. PATILDING ;OUi: PLAN .11: CK ) 6. Fiberboard nailbas;H ahoathiri }" thick 4' x d' sheets inatalled as one grade r,urseary stock. A11 nuresery .:tock to come from local ar®Sri or 8, , hereto, he vmi.11 be responsible for furnishing matorialss Hnd equipment grown in same climati onditions and altitude. Suur3t,tution.I may be value. perU.B.C. ;;ode Table No. ?`)-0 and to be rataci at 1;'S or higher sneer i The Owner has ,.,u omitted Drawings and Specifications to the City of Tigard which fully �:oni'ornt at no ;hearse in his bid price. and he will pay all fees and costs necessary to obtain a Building Permit, made with the appr•ovai of th,, Arc'aitect. � The subatitsF;ion of a proposal will be construed by the Owner to meaan cheat The Contra.tor will be obligatea to pay all other fees in connection with J. Gypsum 'board exterior wall sheathing }" thick 4e x 8' sheets installer the bidder heads nada sufficient examination and a tees :o fulfill all his work. 3. DELIVERY NND STURAC;E: Deliver to the site only when plant material is as per UBC code requirements for a I hour rated wall system. 6 read for planting. .;tor,? on ite in desi nated aaroas and protect from rra:lu:iremor:t:_ of his ,-ntrai:t in full accordance with th' SpecificationH y P g A !3 P C. eYOItKMANSHIP: and the llr&wingts, and that he ins entirely familiar with and thoroughly G. GUAtgA,N'. Y.; AND WARRANTY : adverse conditions. i understandc ,ti all :;uch requirements. • e '.;ontractor herewith agreen to guararitee the fol]^wing for a period of C. MULCHStandard Size Dtirk chips; + r. c�ects ?_" to i" thick. I. See Structural Notes for plywood nailf ntr and appli4,,sticn. 1 : . or:e year from the .late of final acceptance by the Owner: Chipboard hipboard underlayment laid with ,joints staggered from plywood sub A bidder fincii.r.g (ii (-repanc• ts ieor ambigultias in the Spect.fi.cationu, y floor joints. Joints to be over bearing. Nail with ring shank bd JraywirigE. or, otrs,ir ,or,tract •Documents shall :iirect his questions to the All work to be free of any :defects Jue to faulty materials or worKman- J. 'Pki•;E ::TAKE:S : Stake all treeC as required by size of tree ana HxnoErurer. nails 8" o. c. 12 Adger, and lc'" o.c. intermedLate. Architect. ship. A.11 freely moving, adjustable or sliding work shall remain in working order including hardwares, doors, windows;, heating and venti- r:. Rr•'.PLAt'1"?4INT: All plant material that does not survive one ;scar from 5. Lagers and plAte!i installed in the longest possible length. Addenda will be issue,+ to clarify all 41166tior►sa whicr► in the opinion lati.ng machir,ery and electrical equipment. plswting dates is to be replaced w+thout cost to the Owner. of the Architect require clarification. 0618 GLUED STRUCTURAL UNITS: 0??4 IRRIGATION SYSTEM 1. See Structural Notes for Glues-lam beams. No oral i.rrssLructiuns; sstisall bN binding, upon .Jwnesr or Areh.itect. DIVISION 1. GF,.Nr:Rhi Rk: IREMdNT6 A. MATERIAL:; SND WORKMANSHIP: The irrigAtiorn iub contractor to submit a ?. Exterior beams, exposed t(.) view, architectural appearance grade for- SUBSTITUTIONS: 0110 SCHEDUL& A•ND REPORTS list of materials he proposes to use for approval before ,carting work, wet conji-Li•+nrs of une. All others industrial appeArance grade. He is to submit drawings for :hat he proposers to install . All -Mork done a ! 1. Approved Material's: Treacle names aseua .9 talo numbers o`.' manufactured A. SHOP DRAWING., : 'rho Contractor to submit five cupi es of all shop drawings, by expe�rionce i then to aworkmanlike manner. �al,ber bea>ss gc►ierally 1 � * trne?tI iHad load if not noted it structur�a 1 6P �' properly identified as; to Project , date, material or sys-tsra. Calculations , products stated herein are intenued to indicate the grade or quality B. MANUAL6 AND AS-BUILT Dt1A�rlliu:,• : Upon completion of the work, the ;ontractor F ' of eaquipment and m'aterial's det,ired, and such equipment and mr9terial:; Ii. Protect all beams ,and columna by seal.i.ng endH with a clear ,,4mle3r are approved for inssLalLsaetion, subject to full �:omplian^e �sith Sped- � '" ~' FACILITIES to furnish Owner +v:ith a manual of operation of equipment as; well as the •01,� TFMWiRARY FACILITIES t; i i d t •at afterenrrsunr."as-built" drawings which may conssi �,t of >a plot plan with reel lines cug at tile plant. ficetions. P ?. Jots :'elenhone: Install nun-corn operated telephone in tetrapo.•�ary offs :e to scale .vith piFei sizes s3hawn. All boamr= a:^a -nlumnu individually wrapped .and stored in a protecte•) ? , Further Approval,-. : Requests in writing for, Approval of other menu- when work -if- :,farted ; maintain until full completion, pay all charges, arena . Iyasvea aerapp�-sg intact until job area is enclosed from the we�aLher. i facturer:; A,ill bo considered and such materials or equipment may be .•T i Fief: Office Building: Provide suitable weatherproof buila:Lng for use DIVISION ,UNWRI;IL Oablrf Pl2EFABRICA'I'EU YYOOt7 T1'L'Sst;s : used upon ,approval by the Architect In writing, ^*•oviding the requesstF of General Contractor. Provide heat and light, outside vindow and ioor caro accomrN%nied by complete descriptions , performa;sce data and with lock. 0310 4N,,'RETE FORKWORK: A. MATERIALS: I dentification of specific products. i �. ;Sanitary Facilities: Provide toilet facilities; for w,�rkmear'• A. Formwork. to comply Frith Af;i Manual of i;oncrote Practice• Fart 1 Recom- 1• Plywood joists, 'PJ 1/25 as manufactured by 'Trues>-,' fret Corp. :ns3ta11er: 'rime Limit:it:ior : No request8 for approval will be considered later � 1 thru 5 as in 56' length � � manded Practice for Concrete Formwork (ACI 347-68) Chapters 's at two story area for floor systern. than e=3ven caa.lerraaw, days prior to hid opening date. +. Utilities: Provide temporary p ping from Owner's meter to all waterP requirements cIurinF construction. they apply. Part II :Specifications for Structural 1joracrete for Buildings '. Trusses, TJL and TJ/50 as; manufaxcturod by Trusts-Joi.4t (;orp, inHtalloo Approvals will be made by written Addenda. Include rse.lf-addrNrs9d, 5. Provide temporary Hlectricral nervic- for construction lighting and power. (A' i ''01`br,) Chapt. 4, Formwork. In roof Esya3tem. stsampad e=nvelope if prior ack.iiowledgemeat is desired. 0(`0 `0N(;N9r1r;• REINMRCEMORT: See 'structural Notes on Drh. win No. +. Mansard roof frames suiapliesa by "Air Ki.r;g'` or equal designed for asall 6. Heating: Pruvide to prevent freezing, to :iry out building and enable g boards aa pet, coda. See Structural Notes. finish ;vork F;uc1l ass painting, plaster, resilient floor covering, etc. , i3. i'KOi'OSAL: to proceed. U'.50 :;AST IN PLACE: tANCRE'"F;: +. Acce;sr-or•iess such as notched platen# bridging, clips, headers, blocking etc. that are part of a complete, .installation are to be furnished ny Proposals snail be made on unaltearec Proposal Farms furnished by the A. MAT F,RIAL.-, Truss-Joist. 1 Architect. Fill i.r� as ll blank a�ces7. Pro of;^.1 ,; shall ll be Psi nee with the DIVISION �„ SITE NORK , p p g 1. �,emerrt an ,approved br.>Yn�. of Portland cement conforsaing to the require- name typed below Faignnture. When bidder a :y rs _-orporratiun, Proposal must 0201 SUBSURFACE C;ONDITION6 ; menta of ASTM, "Spec i ficastions3 for Port-IP-.id Cement" 0150, Type : or B. IN TALLATIOti : be signed with the legal signature of an officer- Authorized to bind the Type 1II. 1. Follow manufacturor',3 procee3durea, 'snd written instructions. corporation to a contract. Proposal Forms will be mailed 7 days prior A. SOILS itgPORT: A s5oi.lc; inveFstibeetior• report has beer: .prepared by Northwest1-0 Aggregates to conform to all provisions and test methods of the "Standard to Uid opening. Testis Lab. Thi.as report was obtained for the Owner and is not art of 0620 FINISH CARP,NTRY . 6 p :Speacificaton for .oncretR Aggregate:3" ASTM ",i}, later3t edition. the Contract Documents!. The report and the log of the norings im available, In no case shall aggregate larger than li" be used. , }iID .;h;CURTrY: for Contra'ctor' s tnfurmation but in not as warrant of subsurface conditias.r,. A. PIA TENIAL:;: ' •>. Curing i;ompaund "A'atergesal No. 101" or equal material that meets ASTM 1. Pl� wood siidln `- " � � C:�i09 requirements. y g �/8 thj_c:k in B asci longtrirs , `•>a_•i-18W rough :;a.wn brach bid :'aunt re !accompanied by a certified --creek, cashier' s check ger 0111 CLi✓ARANCE OF SITE: q with grooves 1.?r' o.c. premium errade. bid bund , with states li-cenasvd surety company as surety, to an Amount not lesr3 than ten percent (10;x) of the Base Bid , to be forfeited aa: ER fixed A. GENAL: Site has ween s;learnd , existing building aani 9t.orxage Lankay have B. PROPORTIONING OF CONCRETE: 2. Bevel cedar siding 5/8" x ii" rough feats Net.tern read cedar ''A" grade and liquidatrsd damages cestoid the bidder neF;lect or refuse to sntK-r• i.nto he�een removed and site hard been rough graded and crushed rocK has been 1. All cunc: «stexi W.:;. I. Min. compressive strength at 28 dayb. Slabs 3e Exterior beams,, handrails -snd .'atria D. F. common lumber in saelecterci 9 contract and provide suitable, Bond for the faithfulperformance of the deposited 1n roughly the area covered by the arking. Thera Is some debris, on rade laced with tr low 31Um tai.x. construction a p �_ grade, No loosN knotstears.s lite or tear . work in the; event the ('ontrerct is awarded to hits,. left on the ai to which is to be romuvea. Al ) ' earth not required for baeck- --� rhetet or Faond ,hall be made payable to Rare Hudson. fill and planting areas is to be removed frons! the site. Stockpile enough Aomixturesr!s to be "Pozzolith" with no air-entrainment except at exterior 4. Cedar verticals at railing, ':western red cedar tight-knot grade with.. y top Moil on the site for future diasitribYtion 4t planting areas, slabs on g it rade ano may be ,+% b volume. raugi; face 335. The sui.rs:Rsful bidder' :s security sihall be retained until he has ,signed C. FIETl;Mt'h,'REU (:Oi�c;NFTh;: lk, not u ;e concrete that has stood far over, '+C min- 5. Cedar' trim to be Nestrrrr, rend r,­dir• tight-knot gi•r,c.ae ,with rough ZsAc.,e. ttie ,or.tract and furnished performance and labor and materials bond r; 0220 r,ARTH dOKK: !-squired by the Owner. The Owneror reserves the right t.o rejt�ir: the utas after leaving the mixer, nor concrete that ib not placed in les;o than security of the noxi lowess%t acceptable bidder untilthe Contract has•; race+n A. FILL MAT&PIAL: ) minutes after cement and waL-rr are added to the mix. . Pio water is to Plywood �t signs Cc; boa mHdium de;na3ity ovwrlay plywood ��/c`�►' thick. awarded or until thirty ( i0) days after bid opening, whichever first. 1. 3raanulKr fill to be clean Fiona , gravelly sand , or ;sandy gravel . be# added to the concrete at the jot) 'site, without approval of the r'ienesral occurs. All other hid :seacurlt.leE; will be returned as :soon as prarti :ebiH. :Coratractor' s Supt. 064U ARC,HIPie.CTU1�AL NOOiWi1012K: ?. All weather imported fill matertal to be reaeonaably free .irsining pit A. P'IATXRIALS: f). MODIFIa.;ATION AND WITHDRAWAL: or river run gravelly sand, sand, gravel or crushed rock. D. FINISHING OF SLABS AS FOLLOW": Interior slabs, 9te3el trowel finish TH,)FtAWAi,: � 1. interior door frames; and trio as noted an fir to be D.F. ar• i1e*rnloCk ,'rubsned rock fill to be 3/11 minus+ clean crushed rock free of organic with power trowel Exterior walk slabs steel trowel finish with light „ " " Aids; may not be modi. fled after a3ubmittasal. Bidders; rag withdraw ro xoa ales broom finish. Slope all walks to drain. V•G.K. D. in B or better" grade. J Y P I ragterial. at any tine before bid opening, but may not resubmit thea. No propos;ale^ exposed aggregute walks installed only by workmen experienced In thit.t work. 2. Interior door frames,, cabinets and trim a+F noted as Oak to Up red o.csk may bet withdrawn or modifieu aaftor the bid o ening except whore the award B. STRUCTURAL FILL AT BUILDING: Use aggregate to give the same !appearance an the walk at the building on in custom grade, plAi.n ;3awn. of �;ontract has been delayed for thirty ( 0 days. the adjacent property. After the exposed aggregate walk hes cured , apply 1 Birch cabinetF and shelvingfrom unselect birchplywood uetom r+arie l.. At ,.he southerly wins ( two >�Lory Area ) the existing fill which is two coats of a3ealer formulated for this, application. s a f: . 'sand clayey silt Leg to be removed to a depth of � ft. helow the log e8t F M G E• T) in "C" grade. h:. :OMPLIN�'I'InN OF WORK- y y y p - �+. Fir shelving to be li. . .. • point of presaer,t grade, in the ares occupied by future building and L tTURING !AMPOUND: Applied as; coon as I,roweli.ni hat. berm finished, Apply if the undersigned ir, notified of proposal acceptance within thirty ( ;0) = ft. beyond on all siders. as per manufactu,-er's direction. B. ;NORKMANSHIP: eiayn ;after proponal late;e, he ngree,s to e'+xe#�ttte a �ontrs+ct for above +cork As the excavation, procwerla in a 'Nest*rIj iirectiott, the iepth of 1. All cabinets shop-built from Vt+" harciwaod Plywood sat exposed facet: with excavation may ri a;e to ' ft.. oel ow the floor Ilne of the, .futurA baa3emik�n' F. EXPANtaION JOINTS ANI, (;l1Ai:kc ;ONThOL: solid wood rails. o e rr. for aa;x�ve stattsd cornpens3>ation, to form of American Institute of Architect' :: slob. Edge band all exposed edges of iae. . and lrawer3. 1. All aephaalt expansion joint filler In conformance with ASTM D994. ShelvinS 5/8" minimum thick fir plywood A-i; grade with ;;olid edge bAnrl . y ;tandard Agreement. Undersigned agrees if awarded Contract, to complete Use "SQalti ht" asphalt � � :3hel•.as3 a djuAtaable. Drawers to ride on extention drawer the facilitles� as s= seclfied under Conditions of the Contraact. r_. Fill thi:i area to within 1? ' ui then finish bA99arwTsL flour. with l;t >snul:ser g p It expansal.on foist a.. �rtenufa .tared by W.R. Meadows; , guides. F ee Inc. Install at Se -01, o. c. at all interior walks and 101-0" at walk Furnish cabinets; with hardware complete. Amo To c4TrrArj r►resrr � fill spread in 8 lifts:+ and tho.•e.sughly compacted by repeaters coverage -3•<XV.60 /�J LO'.V/lNC:I?. JtL 1=Nr2y C :VN�e'.fr '>`jPA .. �►evi. G:I_E r' i ,1,_ �„ 4 _ F. ICN D: of loaded hauling units and compaction equipment. this granulaalong highwayr fill • s only to be used In favorable weather. Tn wet and rainy weeaather, the 2. Construction and cold joint sootions: KeyHti Kold Joint form with retained D141512b-7.L .-K013TUR6 'OIIROL Undersigned aagreeess i f .awarded Contract, to furnish and d"liverr to the all wee+other imported fill must he ured. Kap As manufactured by Burke ro. Owner within ten ( l6; layai a ftesr signing of C� ,ntreact , a sats;fac fury t � 0710 UNDERSLAS MOISTUkE HAJ?R1 &R: r DwnerPerfowithin Hand i rs amount to 100 per cent of the ;ontrract ';um And a lasbor �• The ;ontractor tr, Have a sof lea e3nginer3r frees' fr. rY. 'resting Lob. on the „ " t 3. All control ,joint saps,tionr Fast :raac:k as manufac .ur•ed by ,_ . & F. Inc. Bite during they compa±ection of the structural fill. The contractor to A. MA'r�;RIAi.,3 AND MICTHQUi: And material payment.'.h In sin ,)ffamount to rre per rent of the :oAmerit Sum, make or.raa;ngeamentss so the engineer c:an be there. The Owner will pasty I. Install under all interior concrete slabs ;t. I�e�gis "Mo t.sstop" vapor F3ondE; s3ha+ll be ors '.he type of fc►rn currently i.ssupd by the American his foe. I ns�ititut" :�f Arr:►rl.ter•ts or aF, aan,,rov-id by th.e OwnRr. barrier. Lap ,foists at:lrl. of t�" and 'secure In piece. P M kw r,.rr+.wwrrr.•,..ar,„aiG.a.e..M.M■rw.rrr....:' �''•Iay.nl a�. ... .- „_ -�.�.a+ ....�i�,y ..,..nom'.'-"' a ' WL llllllllll �ii iili i1NOTE: IF THIS MICROFILMED1 +�DRAWING IS LESS CLEAR TFaAN _ THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINALr11111i1ii1111111 I,IIIIIiI,ILIIIIIIIII ZlilllllllZlllll,,Il, Zillllllilllll��„,,1111 11111111111111,11111111�1iiiiieiiii111.►i,.111.. .eaI�I,111 iiiliiiiiiil111111111111� 1111I���� ,.l-•���� u1111111111 illlllA DRAW INIm11111111 IlllllRllll �lII lLlllllill 8llulllll 111- 111111 /lllllilii Ciuillill ;!it ')( ,NE 1 r i «.. .•.• ,rw«+w.wrwa•„_„,...,.„,..r wa.cs ,.nl '. M91at!@" Lr's °n': 'a '+7p,9'L.;. ..7!&.tf":w�C" ,� 0`t?U BUILLINf3 INSULA'1'IUN: c be hollow core flush oaK doors to ue A. FUUNUA'rION PalMEfe.k INSULATION: �'. f Fold doors at a with closet + c li•oup Na. Lc - Door No. 45, 44 z After floor material and base have ::tat , wash with cleaiier acid furnisheu complete with track, ;:: vote and all guise hardware. • • 1 . At building perimeter walls install 1 1" tnicK polystyenta r !..riu buaru Hardware quality 1tar,lQy or aqua: . 11 pr. netts 4181 e} x 4} U526D ally aefecta. 1 Luckaeat ;;chlage ASjPi` US26D insulation as shown on Drawings. 1 JOJr Stop IVES 40?} (e.xcept Door No* 43) Bl'E;1� 09bb LAMINATE;.) PI.t`+.�TIC: Instal lac values to oe k=ca min. ;. GLAa;D PAN as INSTALLr J +PITH full hardwood frames mitered at corners. 1 Doorr1ireStop IVES 258A x 216AV INTA;VIUk MALL INSULAILON : 1J, STORk; DOORS in dry protected locations witn pruper ;;are': so doors do not A. MAT&RIALS ANI' MEI.'HODS: E MISi'L HARDWARE ITEM�� 1 . At party walls aria at wallb rated as "acoubtl .al" aid at all toilet warp in storage. 1. At counter top and wasinscot install Formica, Ntivaniar,, rextolite, +�ulrau:I ruum framd malls 1:►stall mit,. of 'I" tniCK "Fi aRrglasll unpapered1 1. Cabinet nardware furnishes by �;abinet Supplier. Art or approved equal laminated plastic in gort►)ral purpose grade and friction fit bates. Pb, NkRPa DORS in eAcess of `" top to bottom yna 1/8" side to side gill be ?, Si-Fold door knobs 1VF.3 flush ,snob pulls No. 426 B26D. solid color with satin firrian surfaces. Color will be selected. rejected. 0881 GLASS Lo 3LALING: 41. Install with contact bond adhesiv , rx'rb:F2IUR +YALE IN:iULA'rIOh : ce�H J852 ALUMINUM WINDOWS : 1. All glazed exterior openings glazed with doublFi pane insulatn 5. Self edge counter top,.p�* ax glass. . . At all exterior d x �� etucf wartlls thbt ejnclueb nerKGF,� y��r�,;•;r+, install � � r. All lass American made 1nBtallbd In the thicknasa required b coda 4. ' fiberglas or ruckwool uawttas -with vapor barrier. Installs? aril,. N A. (liMKWAL EXTaIOR TN,;TALLEI) d � � Q y Wainscot lnztallud mlth extruded anodized alum.xrium top, cove and value i for the size o. the opening. joint moldings. 19. this includes all ofrounu floor. 1. Furnish fixr3d s311dIrtg slutainux -windows In lass 31 Las as tat? 3.on ta3. ;lease in doors and glans subject to search imkr► ;t safety glass per 0968 CARPET: : . :r:ILINt; INSULAT10h: Drawings. They shall mesa$ or exceed AAM.' H.S-A1 "lase II specifications Uijr' 'rabl - and carry certification label. 'Diking .: tries 66 or dqual. :;laanin •: 1. At main floor ceilings inritall full thi::K fi berglsas rant!= over au+ypended �� t• b At completion of all work, removo and replace damaged or A. GEN&RAIj: Glazing doubly ane insulated clear lasK 5/6 tni.CK over&] 1. broken glass, Wash windows both stder: and remove .;tains from window acoustical --ceiling. This iaetaliation to meet 1 hr. fire reHis;tant 8 p e3 f.aman. 1. In areas as noted on Finish Schedule as "Car. pet" furnish .and. install rating. Installed "R" vve;ue� of :9 min. Also install 6" insulation in Provide removable aluminum screens at all vent dash. (-F+iling joists of areas whores acoustical ceiling dope not ai►ccur. ,e T Jute bacRed commercial type carpet on direct glue-down installation cry i. Finish IarK bronze anodized coating. 01895 3TORN;FkUtVT .>Y.�1 r?�!: an allowance basis installed at $17.00 per square yard. The Owrior will �. At ground flour ceiling areas install 4" us'ttrt between floor ,joists in 1. All ;;forefront system aluminum extruded from 6061-7`5 Alloy for doors, made color and pattern selactiort from 3amolec furnished by muppli.e3r. all erase incluaing sstora ,e room:;. Installed "It" value of 11 rein. OKbS ihEI;lAL Wlrl)OMS : frames and moldln6s, ana furnished in bronze anodizoo finish. 2. The carpet 4uppltar to furnish tile, Architect with a breakdown ,.iheet. At boudraarrt *alis uslow 6raue Yc. f: nisned ara+t►a install ura+thanee rigid A.. Steel relito frames at 1 hr. fire rated corridor to be iia, ga. steel as Friltme members 1 " " � noting row many yards; of carpet were figured, the pricy per yard of /%, x 4 wic�ra Nordic• 5er1+3r> F liters 1'rur,t �tetm or �,n�t th«� cont per yard for installation. i � sulratau,, board r�etween furri:rK, ,;t: ips to give an instal lad "R" value detai?ed on Drawings. ' y' each carpet gam 11e subrr.ittead approved equal. If the Owner s;alects a carpet that will irtsatall.yfor les3ti than; S1.7.0f) of it �,tra. Doors Kawneer medium :Mile door No. 5 U boor hardware such as :Itoserr;, per yard , the 'ontrat-tur shall refund the difference. f. ;ruuna floor sturagv areas art. not neated areas although exterior frame 0870 FINISH HARDWAIth:: {• 5 Push-Pull & locks spe�ci .fled under hardware. Door Supplier to furnish ++}+ 11e �er� to c.� Insulated at; per " ;" above. A. (3ENk.RAL: full width threshold +e" wide all alum. doors. 0990 PAINTING: 0739 %i)N„Re1`E NOOF'ING TILE:S : 1. The work includes the furnishing and it:s3tstallation of all iteams of Flni:sn `,e dulkhead panels WeyerhaeuHer pre-finished "Panel 15" with textured faces , 1. At aalL caanaard roof areas install over 50 lb, felt membrane pre-cast Hardware as herein specified or snoNn on Drawings. It is intended that both sides color to match anodized aluminum calor. 4. MA1rR1A1 > : concrete roof tilers "Monier Homeataf.d". Color to be selected. this Specification include the complArei finishing hardware requirement No horizontal or vertical ,joints allowed. 1. Pain;, products of any of the auajur• brands n►ay be used with tae excrutic)r Install over stripping furnisheu &%J irsta] by roofing -ontractor. of the Project. Any units not sapeclfically mentioned mush be furnisher Le 'ardfully fit all joirlt:� to a hairline and --Anchor roeroberfi securely to "f specific name brands called out for a particular application. All Only experiencaa workraesri are to make this application. and carrsair3tant with that sE)e .ified of similar units. tiollu backing. products filet quality from original cont-:;.r_3rts with seal unbroken, labels intact. Numbers are from .atalogfi of Indivated manufacturers. Ottiodr makes may �• Wher"vear aluminum is in contact with concreta or steel . protect aluminum Submit color chips to the Architect of the urand selected ser he may '�1 HUII,T-UP HOOFING: bts substituted with the approval of the Architect. Miescl. items of with bituminous paint or, isolation by ether roe+thd us. � p r• ,ay hardware may be sut)Htituted i f of comparable ,,uslity without prior Helect a color. All colors will ttv custom nixed color,a exc apt t ir,ws, Interior and exterior. A. INSP9!3TION : ArcLitect to be notifte.s 4b nours befor;a application of approval. 7. Any ua.sagH to n►naulzei finish to be repaired to the aatisfaction of the roofing so he may insoect roof .ieck prior to roofing sub-contractor coming Architect. R. aTERIOR PAIKTING: on the ,job. RoofinZ ,sub to also inspect roof surfaces upon which he will B. TYPES AND FINISH: 3. Leave wo,k dean sir, . install the built-up root', and he Is to note any deficiencies in the decK free from stains upon can:cplet ,.c�.; of the +ore. l� 1. LOCK59rS AND LATCH&S. ichlage Type A & D Luna design in matin chrome Plywood aiding. ��ne coact solid color ®fain , latex baaser, :':ppliecJ byeland nut prucead with his work until satisfied. finish 6266 (26D). DIVISION 9 FINISS spray, Olyr.pic or Millers. B. MATIr.RIAL • .S AND METHODS: 2. 3ackset unless otherwise noted ? ;/4". 0925 GYPSUM tN1,LLB0ARD 2. Heves Cedar Sidirig: eine apray ^oat );,yaps ,>er:c $,•sating sta.ia. �Aek i!r+n,F . � 1. At ar •tea of nai lable roof ,sect IM-:tell "F'i aerrxlari" built-up roof A. MATERIALS AND 5. Posta, beams, trick, woad rialliwg anu etc. : Two :;oats solid color ata ' , I;, K~,7ING: latex base ,�ppli.ed with brush. Olympic or Millers. Spec . No. �� -MMU. 1. iisea materials as aanufactui•Nci by U. S. Gypsum, Kaiser Hud manufacturers 1. The fol owing axtesrior doors keyed separately: 8, �eS, 45, 46, of ® uivelant y, 4. %oncreatt- #all: Two coats exterior latex, :lAt finish. q quality.i t Boar;! to be in longest lengths practical in �. This lou: t-s mineral su:faeea and :)xrrie ; cr laar;� "A" firm reaaitstar.t 2. The foliuwing doors keyed alike: 1 & 2; 5& 4; 5 & 12; 6, 7, 9 & I1 ; normal }" thickness, Provide 5/b" thick fire gated wallboard at walla 5. Gyp Board soffits: Two costs exterior iatex, flat finish applied before rating. and ceiling required to carry a 1 hr. fire ratod protection. At base- 1nstallation. Prime .oat back surface. �e 4 , 14r , trient ceiling storagta rooms apply ? layers " "XII y_ s3 t,rpe X gyp board. 6 Metal sours ar,,i frame:: over ;:ho ' c)760 SHEET MEr,I L 'NCirtK : The following irrterioA- doors keyed &eparately: 10, 46. �,�p ward st walkwsa;f .ellipse to be 5/8" type ")C" water resistant boar',y p primer apply two cont,; exterior installeJ in a one hour rated T-bar system galvrarsized ana painter, for celkyd eaa.mel, satin finish. } A. MATFIRIALS: Door No. 11 & 12. Key to open joor lock 9 but no a,►ch other. exterior use. Install with hold down clips. 7. ate el stair and r,iiling: ."am" A." metal (loors. 1 . 1alvranized steel: ASTM, A-93 copper-bearing base metal, corrJmer,;ial Door No. e6 key and s'J Key to open door lock 4,) but not each other. ?. Trtsttr { 11 board by nailing or glue method. Fire ratoc board nailed aR 6. Galvanized Metal : prime coat galvan-1 „ed mental primer, finiah coat; :vaigau Linc coating, gauge as shown on Drawings or t : :rU tau, c� .4riown, Masterkey all locks in exterior doors only. Provide Ooner with : per code requirements for 1 hour- rating. latex flat finiE;li. ?6 gauge mini.asum. masterkeys. 3. Use resilient furring channels (RC-1 ) at p+artitiun;, nr; r,otorl for mound :'. Nails: Hot dippe,i K& Iv. Steel oarbed type. 4. 3oIdor: He 3t commercial tial alt:ullty, type 9uitsit:l,� for metal ::;,�.1 c'+:rtid. D. HARI?WAR;; GROUPS: attenuation. See Drawings,, INTERIJR PAI14TING: - 4. Joints treatment by tape and r3packel. Leave smooth read for Xooi doors and trim and cahinests: First coat "'Xat�:oll stain followed i.. Door hardware is arranged in groups with the groaxps number noted on y painting. by "Natco Danish oil flr,lah" following manufacturor' t instructions. ' �,. Plc,rstic yemant : Ar:beeZoe3-1<'ibered asphalt gement. door rscheaulo, Drawing No. 3. 5. Texture all walla and cailingr, iii tri Iis-at Spray to dive. meditra orange Stein color will be nalec,teld. Painter may substitute other Rt'ain &no `). Gutters;: 0' deep, L6 gaull;o enameled steel gutters as detailed. Support pee]. texture. seeker manufacturer upon epproval of the Architect. , Muter Cadge vrith gaily, gutsr spikes ana ftarrul or. 2. Door groups are as f'ollowe. 6. Uae metal corners for all exterior cornerr;. ?. Gypsum �ioard wally., and ceilings: prime with latex sealer, 2nd & 5rd "' - coats IaLex interior flat ansam,)l satin ftni.+h. r,. Uownsnoats : ?" x ;", Zb gs�u,,;-s enameled ;;feel , 'ro�-rnspout r,rrapr; ".o clroup o. 1 Door No. 1, Z, 3, 4, $, , 45 7. Use acoustical sealant at all sound wall:, where gypsum bu-ars_) �.uLe^ eH::t;s occur- at least 6 ft . O.C. 1 Adams Rite MS 1850A walls and floors. Metall doors acrd fr Amee•: over Shop primer apply % goats latex 7. Flasninb: 26 gauge grolvanized. Set on plastic core-tint. Nher•ever po5s:iUle 1 Schlage Cylinder :isatin finis-. secure flashings by masan,; cif clips or cleats without nailing thru mental . 1-Door "loser International ',0-_4.1 Use lead washers *nen nailing thru meatal in exposed weather areas. 1-Push-Pull Kawneer Style V Misticl. Metal : f .rlt.aah .latae a.; metal luorr;. Ford fabricate and inctatll sheet metal. so }.ss to adequately provide for Threshold furnished oy I_1o..,r Supplier expansion and contraction in the finished osork. 0923 QUARRY TILE Ii. SPECIAL F'AII3TTNG: Group No. - boor No. t. 1. Parking anc traffic; lines ptrai.ntod mitt: r.peC.ial traffic paint. J7`)0 :'AULKING kNi) Si:A,LANTS • 1 Adams Rite M51351A - 4015 A. MATORIALS AND OffHODS: Lines �" wide. 1 Senlage cylinder 1. At, Vestibule furnish and i.nr•;tail x 6 x. } quarry tile unglazec installed A. MATERIALS: 2-Door ;lo3e3rs Intearnationa.l 50-71 ee ,,, K. t;Lr:AAi-UP: ee +t , tt. +t � n +t Style � plywood by glum down method end 8011d grouted. 1. �,aulking compound : Norm Vulcatex KutJr_ .l_.,sti : 3onneborn Kauk+:it 2-Nan-Pull Kawneer Style V 1. Painter to ;eavo ,job only .vht n he has cleaned all paint upots from or approval equal. '"hresheld furnished by Door SLnstallati.onupp) ier Workmanship . ali, first class using adhesive recommended for this finisne d s�urfacos other than ivainten s3trrfaces and romoved call his debris Sealant : Thiokol Type - PRC 5000, F'ternaflex Dow 7$0 G.E. Sili:.on9- - oof t4 be colored. r�c,.urnulatt",: �!ureng the job. Rubber, 31'1 lUl or approved e,gt,tal. Match color with ad ja:.ent surfaces. i:roup No. 3 Door No. ?, y ;. Owner will raaka salectior, from a brown range of colors, �ontrartot~ 1} Pr. Butts 4181 14 x 4} NRP US26D to submit ;ratrplaE,. DIV __IU .> .!� 10 'E:(:1ALIT1r�S 3. METHODS : 1 Luckset Schlage I15ti;0 U526D ;q.,�' SU:;i'r:IJiii;I� .►COIJ.)'. (,A 1. ,FILING;;: lt)lo .''t)1LE7 PARTT': JONS ANI! URINAL ..;Ci�cs05: 1. _'Opth of CaulKinp; ur seaulaant equal to J of width but not less that: Vn. 1 Closar LCN 4040 1 Threshold PEMKO 1S5AV �. r're�paare Surfaces and apply material according to marautacturer' r; A. G .l"e�AL: �}- A. aE�Jc:RAL. instructions. Group No. 4 - Door No. 12 1. Ref3r to tlefleacte u Ceiling bighting Plan for venetral- _arran,7emen i . r:quipment :;t,srnciardH: Meet all applicable �tandai-ds of State and local cuden. DIVISION 8. ODORS. 4JNLK)'X5 ANS (;4435 13 pr. Butts 4181 41 x 41 US26D 3. MA'rEP1A.L:;: � t 1 Locknet Schlage D53PD / 14-04? U326D Furni h shop Drawings showing d tmenF.ionsa, method ;�tf e►nchor ung ana 0310 M9rAL ij00r?:: AND FRAMh.S : 1 Closer LCN 4040 1. ACOUStiCal panels �" x rt' x 5/8" thick '3wlusa7'e edgo lay in :. i.re3rra:l til. ► portine3nt details. 1 Door Stop IV&S 407* B26D with white anohable finish to fissured design. A. HOLLOW M�rAi, DOORS AND FRAMI:.5 : %. Suspension syte3rr, exposed steal "T" bar with white oaken-on r3nsarr�el f irrirl.. t3. MAT�IALB: 1. Do urs 1 4" thick Group No. 5 - Door No. lO and to be one hour fire resistant rated. 1. Partitions boncleri>t®n steel floor moUlttACl with headrail. G.otual / perfectly flat, with ld ga. steel faces and internal orscing ,,hanneal, "Fentasstrra" , "Coco", or approva:i. li pr. Butts +181 44 x 41 U326D Include the hold-down cli ns for all tilt. 'Mire nusten:,ion system to "Embassy" type. 1 LocKsse., 3ehla a A53PD US261) include support rat each corner of each 1_ gat fixture. , 1 f• Fill internal F;pacees, vita insulation. 8 3ibatitutlons ai._1 be ac.ceptN from the following comvatniees for equal 3. At areas in reception an6 gaiting room over dusk the acoustical gr.i.0 .ntaterials3: Weiss, Amerlcr.n ;anic.ary , F' at , Ienymotal, '3rand Metal. Frames ib gauge oteel witn anchors as per manufacturer' s sstandatrd. Group No. 6 - Door No. 11 and tilt ares to ue Applied vertically. Ar+chor gri.c: anti tiles :iscurel., at these locati.onF. ve6 pro-finished metal angle at exposed corners; to Hardw+a.re to includes ocravit,y ..mange:>, slitaw b.ar lrat�h, coat Brook, roll. i. F'irAah: furni.tin Joors &nd frames with ono :;oat ruE;t inhibiting primer. 1} pr. Butts 4161 '+} x 4} US?6D p g T` paper holder No, 0 . 1 LocKret Schlage A5_)PD U326n match "T" bar. [ p 3 1 `). Hardware: furnisr, doors with proper cut-outs, and aolon for hardware as 1 Clo9sr LCN 4040 {. Urinal scr"en wall hung 12" x �4�"' support©d by t• brat;ketr�. anchored to vpeacified elsewhere. 1 Threshold PEWO 151A x 515AN " , CLEAN-tlP: wall. F'aco plates finished slams as toi.l_et partitions. A). Door ,at hr. rmteti ,)art. i tion to -arr;f 14 nour faro reniRt:ant label and Door No. li, 14, 15, 42� 49, 52� 54, 55- 1• At -omplettor. of job, replace all tiler: not in. pet-feet condition. 5. Toilet caper Holde►re� sFeaceeased in frame walls, Prarker No. 128. Surf tc - install9l to meet tt; i.:i rratir*:, Group No. 7 mounted , Parker No. +. i.eave at 1®Qat l� extra tilers for the Owner. 1 pr. Autta +1$1 3� x 3} US26D 6. Grab ball; only in toilet roomcs located off "Hall". Provide solid ba��kin. {. ALUMINUM )<�N"L'R/1,N��r I)U(it,!S AND F>�AMr.: 1 Lat,:haet .=Schlage A406 US26D 0965 RE.� FIAORII�I(l: -� for anchora�re�. Dere two _l,�f' dlram. etasnl�sge steel bents with exposed 1 Door `Itop IVF::, 4074 B26D fastenings. Mount one bar 50" long horizontal un wall b6hind toilet An: I. Doort3 �1 -0" x 7'-011 Kawnoer mw.dium stile Joos No. 350. Dilor supplier A GF? ERAL• ' one 44" lung bar on $aide wall next to toilet. Mounting holght ;r" tri to furnish )aardwnre; push-pull. , closer, threshold and lock ;is i3pecified 3roup No. 6 - Door No. lb thru 36„ 419 489 50, 511 53 ` 1 . Floor asateria.l applied only on � basw propsarl,y vreaoaresu t�� receive it. +�" above floor. in hardware section. l} pr. gw[AP' De�oR 1O. 1 Floori n Taub-contractor not to a 1 hie meat erial on A ss►.rface Until he .�• 13 Butts 4.181 4� x 4� US26D 6 apply Mirror and shelf mounter over each lavatory Ln sail toilet ronrms, 2. Frame l 5/'4" x 1+i" extruded aluminum from hG<�,-T5 alloy. 1 Latchaet Schlage ATOS U5261't i« satisfied that it has been properly prepared. '�0" with 5" shelf integral with mirror. Frame Htsinle ns steel with 5. Finish of i,00r; frame and hardware it carr.. -nodized bronze finish. 1 Door atop IVr1S 104 326D 2. Architect will select a .olor and pattern for vtnyl sheet and bane from concealed fagtoning;;, Pnrker or equal . a selection furnished him try the flooring sub, 0820 '4001) !�Ut:)h':; . Group No. 9 - Door No. 20), 'It !9, 40 A. SOLID ;()4r', I,v7'h�h 1 �}!, ir)OR:S: l� Fr, Butts �e1K1 41 x 4} US26D 13. MAT2:FlIAL:�: 1024 I,()UVl!.RS ANI) 'JP,NT:;: 1 Latcheet Schlagen A1,O,S US26D 1. Vitt• l sheet " •" GEN EkAL: 1 Door Stop 1VF.3 4Up} (sacs t Door 21) Fi26L' y goods to Us Armstrong Vinyl ,orlon in New Era patterns an A. 1. All doom a:; !:otean on door ass;hedule sass "SC" to be constructed with p � p design. No substitutions. Pattern !end color• will be ts9lected. solid parti,:le ooard cure with select grade hardwood face veneers �� 1. Louvers tovent sne►nFsard roof to bt> galvanizeu flush ty ,Q with bit i Group No. 10 - Door No. 46, t+? Rubber ba;;e ; and 6 high pre-foraged cove base, Burke, Robbins, Fex- F3creer. bonded +o core with water-resistant glues;. �.ov«� ore 4u1. provicic� it " 1} pr. Butts 'j181 -1� x 1+} U.S.? D q Roof v9ntn for ventilating sspece above nurapendiRl wail-ing to bA Ili" thick side, top And bottom edge str ip9 of softwood or ',> Pre-formed rubber stair treads rind ryaeras "Flexco" in plrair, Smooth Blas 16" x 16" on galvanized ba:me, with bird screen such sr-!, ':,ky- 'A I 1 Locknet Schlage A5-,, PD US261") a i hrardw000 ,.jr, mi.11' s option. full width t •eFads *tth re-formed nosin Ri.sere full hes ht to match roof vents by race Co. l Door .stop IV�.S 407} H?fiD P g• E Hatod doors c:onntructod t..., uit et ;'0 min. fire rating. color And tern of treads 1/8" -Rupe tresdH Rnd rigors. 3roup No. li - Door No. "I 5� C. INSTALLATION: ,-i. HOLLOW '..C?Rk: INTE.PIOH DOORS: 1J pr. Buttm 4181 4} x 4 U526D 1 . All. wood doors noted on Door Schedule as "HC" to be con-atruc.tea with l Latchset Schlage AAOD USM 1. Install vinyl corlcn using interflex installation rayr?tAm. Other waateril.s a9lect grads hardwood facia veneere over care material an per manufacturer. 1 floor Stop IVE:' 1404 B26D installed as per manufacturer' s tnntrite tions- using recommended adhesives. Doors+$ residential gra;:e with at least 24" tsolid top and bottom rail , ' tnss3s withitd inside d mitered ^others anwry ] 1/g" tittles; and lock blcach^ each side. tall base ;,ped IJo Jointo l.As.3 tnan 6" to a corner. 40 =low= NW16- ,mow,•,.» � ' I �I �}�I �I� I � I � I � � � �I �I � III �I� � II �Ii � Il �l � li i �lilili ililil � �� � I � � � � lil � ii ilili� i �Ii�i i i �il � Ii � I � � II � ilili � ! ilil � � II`� �li1il � lil � � I`� I � jilJ �;i! ' � �I �I � It i�l� i � i ililil� i�ilill tl , � _� • • NOTE: IF THIS MICROFILMED J 1 ) I 4 I rJ I I �•? I ,1 `T q ) lb 11 I lr, DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TOTHE DRAW ;.QUALITY OF THE ORIGINAL t9l, L �, Zii 1rZ �1311 J19711 Z Z lZ T, e3i Li i [ £1T T I1. T 8 8 G 9 I t7 ► £ T,11111�111,i ,.l��ll!113,11 IF, I�I I1 1 �� I ! I'� �� �i I �► ��►�il i , i� iliiiliiiliii► i ill ii ii I�iiii ii ilii�i iiiil ii iiiiliiii ii�ili�ii�• ii iiiiliii iiia i , it i I � �I� �� ii i i+,�i i iii� ii ifi �ii� i�iiliiiii�iilii�ii�iil�iiiiiiiliiiiiii�lii��liiiili� iiiiiii�iiiiliiiiiiiiliiiitiiiii�ir�i E 1 1990 M4 J1 J1Jl��i� .lo,_•wLE'�rl{I.:ai. J1V1310N 1.5. i;jl�Astij__:,AL ifi;ATING AN') VENTILATING: 1v1kA1.: 1. ORDINANCES CUi)N Ar 1) RMULAT • ION3 : A. 13ati••PaK units At;-1 thru A.:-�_ by Fraser-Johnston are listed below. ual TU IN3'i'ALLA`1'LUN OF 'PHE ae:.."PkICAL 6Y3T&:i SHOXN ON TH�.' 4Ll'r�:'1'1dT;;AI. LHAAI(Nr': All worts and materials conform to the local anti State codas ran,n all Fod,iral Auality unit:, of 'liffearent manufacturer may be considered by submitting eei:LL BE INSTALIED 'Tu k:OMPLY XITH THE LkTEST WULW. AND RWUUT1ON:3 OF THE State and other -applicable laws and regulations. data from the m&nufacturer to the Architect for approval, AUTHORITT45 HAVING FINAL. JURISDICTION, I'1'9MS SHONN IN EXCESS OF THESE A :- ' ana A,'-3 are :split systemri w/elect. heat, 43 UIREMEI�`3 '#ILL TAKE PREC ' ' Q irDl�luia ALL !aQ(iIPMs�i'I 'PILL BE U. L. APPROVED. <. EXCAVATION ANU ai LUINs1 : Service underground from From tra:.sformer B. The foilowin,� unite are: d pole to transformer on site. t+. Perform all necessary excavation and backfill required for the Instsall&- underground to equipaent room in basement area. Serving comparty will tion of aechssenical work. Any piping or other work iamage n during exca- Al-1, DH;.'W-i?tOr,ONO(3G 2iUV. 1 FH. crop down :} �gy diffuser asstaolien traLssformer location ann the ;ontractor shall provine concrete vation and backfilling repaired at `..ontr.aetor• s expense. AC-20 DBG4-F048No91_, 2.30V. 1 ?H. Drop d0%n 4 way diffuser pad in tiro surd as required. . b. Bedding: All cast iron piping full beddod or, mand or pea travel. A--39 DB(.TN_FGt)QN09c: 23OV. 1 PH. 0� �� ���vrr. 4 wyr �rF�'user � , TR4NCHING: All otaer tpiping laid on a smooth level tresn :h bottom sae that contact AC-4, UBCw-9C18NO45 23UV. 1 PH- Drop down 4 way diffuser Tre:^ping and o+ackfillit.g for electrical work done by the e:le ctri cal is made for its entire 1eingth. (;ontractor. All conduit in trenches with a minimum of .-finers :over. AC-5, (North Offices) I)BG^N-F'U60N096 230V. 1 PH. 10 supply outlhtF `'. PIPE INgIII.ATIU'r : and S return airs. c.ontracl;or shall verify all finished grade eld%ations� mild cher: -install Domestic Water Piping Above draue: .nch hreiformt- i glass., fiber with A, , eor.duit.s the necessary depths tc provide at least ra mi i A Of ' incn i L,-b (South Offices) 5asr,a &►s; worth. �, .. factory applied white Kraft jacket with mel f'-e3ei81 fins 1.a IrQAna speer after compleWn of ,finighdu grading. c o ss ran r:'I p joint. AC-7j 1}ton 'split system air onditioning unit. `:ondensing unit arc r-of ■ee csTly:or c£a ,4, rE'S'rs and air handler in furred space over toilet. Gond. unit Model No. HAES-F018A Air tianuler, NAMB-FD06A `• eNIRINU MlrTHC►D: dost aspire plumbing systemin the presence of the Piumbing Inspector. Coil, MAAF-018A, Hast strip, �HS065U05*)6N. Filter rack, LF'ROG01 Wiring methud throughout gill. be met"llic concealou raceway e;y3te9m ALth Provide ample radvanc:ey notice of test dates. Air ha.n tler unit: 30 AMI' max. fuse :size , 28 circuit ampacity• re+cesned outlets, cabinets, panel.,;, etc . , except where indicmtera other*isc. ` . 'NASTJs, VF;ti'T AND .ti'PONM! N1PINt3: 3ondens3ing Unit: 2; AMP, max, fuse size, 15 eircult ampacity• :onssult Architect beforo notching or cutting throughout eoustructiun. Use cuncrete p' pe, cast iron, steel and plastic oipe in locations and uses AC-81 31 ton split tay,;stem air ::onditioning unit. Condensing unit on roof PANELS AND S4NITCHisrS: as allowed by State Plumbing ,acie enc City of Tigard Plutnt,ing Dept. and air handler in furred apace toilet,; and hall. .. Thias Lrclude.s r•xtpri.ur ano interior Aork, Condensing unit Model No. HAEF-F 42A, Air handler, .,AMB-F:)14A Fused disconnect switch will I�a tr►stalldci at each motor in an accenesiblea location. Fuses drill be sireld to suit the load eon6ition. Provide b. DOMifSTI-"; 'NATER: Wil, MARS-G4�.A, Heat strip, 2.tiLA16y01U?_5N, Filter rack, 1Ffi�0�iC1•x. Class "R" fuse re.ioction feature on all. fused switches. Air handler +ini.t : 5() AMP. max. fuse s1,.-.e,s1,.-.e, 50 circuit ampacity. (.All switches, contacture, and e�iuipsrretrt connected to �'US volt circuits Undergrouria : Type K ;upper ripe i" ar.d smaller wrapped with double: wrapping of 115cute,hwra.E," N:). 51 tape. condensing unit: 50 AMP. max. fossa s i r , 2y circuit amps^ itV• will be 250 volt rated. Above ground : Type L STRUCTURAL NOTES All work shall be in accordance with all local ordinances and in accordance with U.B.C . as adopted locally. Conform with cold weather requirements for concrete and masonry. Design loadings: Roof - 25 p.s.f. snow load plrs any mechanical loads + D. load. Floor - 50 p. s.f. . LL + 20 p. s.f. part. Wind - 18 F. s ,f. (vertical projection) Seismic - U .B .C. 1'I Soil Bearing: Soil tests have not been made. 1500 p. s.f. allowable bearing assumed . Notify Architect of any adverse conditions. 1 . Foundations : All footings to be 2 '-6" min. below lowest adjacent fin. grade or l '-6" min. into original undisturbed natural soil, whichever is lower. See above . 2 . Fill : Unaer slabs -(if required) shall be of suitablem material for providing a firm sub-base and shall be of imported granul&r fill.,. All fill shall be placed uniformly in 6" lifts and compacted. to 95% min. of rnayimum density, as determined by A .A .S .H. 0. method -of compaction. Soft spots shall be removed and recompacted.. Mace 6" min. of 3/4 minus gravel directly under slabs. r j 3, Concrete : All concrete shall have 3000 p. s.i . min. compressive strength at 28 days. Detail and place all concrete in uccordance with ACI 315 and 318. Slabs on grade shall be placed with a low slump mix. Reinforce with 6 x 6 16/10 W.W .F. 4. Reinforcing Steel : Intermediate grade billet conforming to A.S .T.M. A615, Grade 40 . Detail and place in accordance with A.C .I . 31.5 & 318. Reinforce all walls with a minimum as follows : (unless otherwise shown) 6" walls: #4 @ -12" E..W.. 8" walls: #5 @ 15" E.W, 8" wall @ full backfill : #5 @ 15" horiz. , #5 @ 12" vert. 1" clear @ inside face l.1" wall : #5 @ 12" E.W. vert. 1" clear @ inside face Steed in walls with one layer shall be placed with verticals in center of wall , ' except place verticals 1" from non-backfilled ,fade at backfill areas. Where elevation of interior slab on grade is greater than 1 '-0" above exterior finish grade provide #4 dowels. x 3'.-P0" .@ 24" lapped. with slab reinforcing.. r-" In addition to above minimum reinforcing place 2 - #5 continuous at top, bottom, and sides of all openings..__ Extend. 2 '-0" minimum beyond edge of openings. Place 2 - #5 continuous at top and bottom of walls. Lap all wall reinforcing around corners and into intersecting walls. 5... Welded. wire fabric : ASTM A185. 6, Structural Steel.:. ASTM A36,_ DetaJ1 and. fabrication per AISC Standards. 7. Trusjoists : All TrusJoists and bridging shall be per .'ranufacturer ' s standards. Roof: Design b.- manufacturer for computed dead load plus 25 p. s.f. min snow load ., Floor: 50 P. e.f. live load + 20 pt-s.f. partition load + 15 p. s.f. dead load . Typical at floor and roof., provide steel connection plates at each bearing. Coordinate with mechanical contractor and furnish extra joists as required for mechanical loads4 Trus joist supplier shall provide complete shop drawings with Clregon Engineerb stamp prior to fabrication. Include print-out analysis for all loads including mechanical.. 8. Plywood Sheathing : All shall be A. P.A. 4 ' -0" x 81 -019 , Lay with staggered pattern and with face grain per ndicular to supports . (a) Wali Sheathing: 1 2" thick std.. eAe sh . with exterior glue, 4 Ident. 32-16 � � g Fly minx , (b) Roof Sheathing: 5/8" thick std. grade sheathing with exterior glue. 5 ply min. Ident , 32-16. Block and nail a,11 edges. ( c) Sub-floor Sheathings -5f`8" thick stdo grade sheathing with exterior lue. Five Ply minimum. Ident. 32-16. Block and nail all edges . g fir► � - km PF • � li ' liili � I � ile � � � Ali � � � � I � il � � I � ili � l � ili � il � iliili il � iii ilf Ali iliilii i iii iliili iii NOTE : IF THIS M JCROF I LMED --� 5 1,41 iliiliili i i. ... � �4J111 i iiIiiiI i �i.Ii � iA� � �DRAWING IS LESS CLEAR THAN --THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL Z $Z L ZZ 4 Z 'L �7Z Z T Z Z 6 T i L T i i T E t I - i 1 -"- 6 8 L DRAWING. 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LPERMIT OVED FOR CONSTRUCTION I F 4 '- CITY OF TIUARD - ! SITE ADDRESS-- PERMIT --- ----- _ DATE TITLE �vn fir; i _ ..,.�._.. ural t zoo , ; 169 OD ._._ ! �' ��. z z� t 40 t> c- s A. 4 big 4. _ ��� PODSO -X i r r , • •. ' tlt,�lllllllll;I IIIIII 'llltll� IIIIIIIIIIIII� tIIIIItIIItlt AI IIIIIIIIIIIII� IIIIIIIIIIIIII, IIIIIItIIIt LJ� tliltltltltlt�„ I,1!�If,.1111I1_llla! ' Ill�!I.11� IIIIIIIIIIII 1 IIIItItllll�t� y NOTE: IF THIS MICROFILMED I 1 I �.�_ — �^ - tj "'T A -- T� -L- _-� DRAWING IS LESS CLEAR THAN �- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL E Z Z L Z Z 4 Z Z Z Z I Z Z FtIL T i i T E t t T I t 8 8 L Jg Q it S DRAWING. Ii ' L I I J IIII I I I I I I IIIIIIIIIIIIII I I I! IIIIIIIlu►11111111 IIIIIIIIIII��I �IIIII�IIII��II�I� ���fI�I�� I���I�f�� I���I���� �IIIII..IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIt. :It..III�II.IIIIIIIIIIIIIIIIIIIIH .I►II ��,IIIIIt1I�lIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIiII�► I II IIIIIIIIIIIIIIIIII �II — NE JU1 1990