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16000-16194 SW 108TH AVENUE LT97"„1,(�J. � Ll . ,�.� Ic.,l L:l L—I ► I L I •, I t I . i . Y 'r Y, VA-1 1.,;- D• d Q1.4 -reaf S� r Ii �`fPKN,(M1110. +rr�*+f .«.a^P. I I rV�J• n"� C , 1 CITY' �4 �� G ADnrtrved.... ............... .INNo cl • ►'T,►ZYP / ` 4 Q t4+nritNnr3�h+API � F(1A'11►�/( "� iMfr{I y QI ~ c H/./�t�-e�f I gyp•to.��. / I _� vlrt'F t'QTS) Ir►iba4'� �i�1' i 4i ..... I ) ■�.�. it tl(,AV�j� 1,�jlyr p,��i„e► r� � �3 13 E c{Yt>.flrtar l 0 1 A J i b-4. I 41[K Wra. 1•'Z''krf !•1►fAllN/� yr1. i � �+ba� ( � � I � i 4UAUIONMAIIt Vi "IL 1� a ,�-, CONDITIONALL V •1 TfrA'�I7 /FA( I L 1 APPt;OVAL r•1-PLA• ► R 1 ars �CyliCft/ P 4 I� I < S .y' I OMVi310NS ial OT I o A Y yr p Z�c.-k u� sc G61?— '• y���'�IY�N "'rt"nK.K'Ad �• _ _ CTTYOF?�,Rftb• ------------ AVVMVPd I .. Job W---5'): 18 if MIN 41D►""` I'= . f0i.All" VALLEY FIRE MARSHAL OFFICE wr CONDITIONALLY APPROVED. . . . . ..4 E c APPROVAL CF PLANS IS NOT AN APPROVAL OF x OMI.9914NS Cil OVERSIGHTS 'r �Vl�,oci5 SEE AT A 0 LETTER r NER I(J} T Ir ���� PROJECT ARrmUR M.YA'M-ES ENGINEERS,INC CLIENT SHEET Na. 13y-- DATE Z-A 71-1 t Tle WZES elV)41rzda� Ll e'l d A olf y a, I i, e e 'ICY 140 A&,S 1,5 41 o-C Is, ve c-j-a -,,-r Cy'U " "e')L A 7-4 C tet,V101 c,2 IL CQ 'y el dKd -s i0-It w4f/ le/ 4'ree-04"J" 11 2 L orl.-G61 4 PA Jolt ±01 PROJECT!ARTHUR M. JAMESCLIENT /C i1.S6=a� --- 9MEET NO. ENGINEERS,INC or Aj A DATE `d X88 CA ;kll�c/�& 7iQAN3 uE,e 5 F wA-�G.S .— ((4 e !z, 4176 V� 7oF' J 84at Shvr4 PtF k c 36"'4 /f�f(9 od 2 !4 fy ;i GYO P"c Upe/FT c<�cee tea; AF A Ce•de.e �• LOAya7,uUi,,v,4c tdA-& 5, ft S"D r Zo - � xlSSJ �¢JS"t <O�x17.J / � �19py)e -�� ,� )77"s t 2©,Z k C - . I I I IIS, Fi t �'k _ I ISI Y` -----_ �I�.ST FL OOR fly.,_ D z = � C —— — — m M fA o r. m Al qpl, 1 n Z ' 1zPr z a II `� cD F�k sr F1 OO F'�f1ti N rR DJ Ef ARTHUR M. JAMES QIM CLIE 1� +-)F(/Sr:, SHEET NO, 'J 8 ENGINEERS,INC By wd DATE G A 7,Fe,4 LONG l uD. 1 s f F6a)"f Fu F.ue'c x T_Eh;ok 5H"Fi4k rv✓t L C 5 do ��F Ek7 fake 7`!Pf cows rR. s /z G v,c G $?uet, op j-rrve.7,#S• C7,T r f> 0 f ro,u ,� 6.S { 6.s' it0' Vc;p,�I ¢8.s zvv - Y, 7 K�NJ /WX Ok S Hf4k WA-6S Yz " G yoo z ,s"Wei VHF =40-T f 7. 7S w rte, t37,T 2,7, c�.igvE L 29J. r. x 7-oa prF c Z7. Z slrwos �.u�/ ir'� Okl�d✓E q%a. �irawvfS Gu�s�� C�i�3�ii��.l'L' d e l.�•l.e a s r Re.0Thlc wgWj, /�s a w��l ..S S�.�cs�c+ 1kis c f'ce/�.� Lc� �A �f3 YI.oSj3fl�y �]t',,n_' (a+t�; j OB9/nS ro v s�il� deli�eviwf Iris@si,,�tr� Sn' va�, AS i ioYat�st ,�a�ti/`M�ay..sv� S�D-coil Qve t7�'S�ii`buT�'rl f�+ �'1 �~Wi S �i��f�r G✓tl�s 41" fwJtt�S et_ 12—(A/ f-4A { ��w leve/� ��tidr �{-o be ��,�ox/ite.dlt'� ,�G,,�,.,• '�o l'� sti..t O� � Ca,[)ol-c� 'i<�• ��,,� /lt.e !►w�<<✓�i�ua•� t.�J.f('S, S:N C P /i o tfe." 4rec'.t O-e rev-cnPa cleoelv�o r. IL � 1 e t PROJECT �Q�-f/i ARTHUR M. JAMES�QI,,,� PROJECT �S��'' '' JJ SHEET NO. -�--- L'N(31NEERS,INC BY_ DATE C owvr Fwd�.�,w i is >` FCoo�e L�✓lsL F7 F7 w, P w ti Fes, 1 VL �oad Sir t /.4*t�K �A) 4(`2DG x /2- A. 2A. GJy = �J9ollp (¢0K / M /0 ?zoo 3 F4 I � r-� � t k.-Gt >~�V, X 7,S' jL ' VZ x 7. 5 /2, 7 > /lt,r or, LF x 3.S`) r (VZ x7, rJ /O�9 m OK' y ', 6,d Np /iGfdwr6 �hvCE��u�iCn' , /'d��dP lend 8 ut .a« -s 41 �rk ARTHUR M. JAMES® PROJECT M CLIENT_ .��.��:+�r� r ENGINEERS,INC — Bv:EEr �' — BY___ Nva DATE 5l718s.- G°a, ac.�y o � �avGYs (�2delc kwf ----- 7 G✓a. A-k I trNo RErtlwS of ukL-s . VtA4 LUA43 7'O \ r'Es/ ,r oue,CrufA*AJL ,4w,o To 7R�Nsv-�.r TJ A—jA.'e.✓r A-oae Z cr,c/wo Jo/Sri. _ -J: z F�Ar L- lr Ar LiPi ds F� i4 la wok K l / .S pp /y� � °► as.`l '�*&� �« -OL /�vs Ile �.r VeAl- "a: PC.NA/c'G L �d_ L34 ~� " /Ua r c 1•�A r K � e �. 3 n i /vf rx '6 oe:, t Er's 2 A„yp- M it C 7 f J) Ile, L Alio L 114R rZ A 7 t w� (7l _ �. 6 /'� �' < A?o, Z TFT -1 op#14xlL - 9. G PA;�s �oun f /4 12, `O'F��- ? /`/1�1�1 N Ei Tiltr F� �EiF/NL. UK. Ak 11odCd 9'w[ f;" 4;11 pl.Ir /1V floor deck yl ARTHUR M. JAMES!\ PRoj EcrCLIENT /e"F- SHEET NO. 6 ENGINEERS,INC sr_A NvA- DATE 4?zl?/w Gni�z�rL - 1 S7" F�G�rC ✓ c jN�i4R �Ap/1�/7y Ury' 1:x7. wA�� I �r I --- I i 1�r 1 WI Q� WY Fi,nr -- - V! is F� z, V, 8 pr �_o vt b �,V4 / qq Fwr .-2 PV) ZOD Fu- lvoo'' U2 ot r. V¢ 1 r' ,'.,)d foo# �, �, fin.5 X �9 !�.g4 ak ; Pr r•+�� �✓lir /"cA� � � F, x Z.2 S (wz y ,7J,c f G Z'*r ,(v3 Vv% ,c 7, 0 Mot = 0,3"-f- 1.9""+ 301'*^t 3.`7af>t 9: Z '`'� Rit#. NR t wz 4,7r"c F;K4-,'sf.(41),yzasxS.�+- (V,+ V 70 : lb.q�-s� /'ter ARTHUR M. JAMES® CLIENT—PROJECT --- - M K�N SHEET NO. --L ENGINEERS,INC JFer �(/y.C3 CATE 9e / — �et,�lBvw/ /f•"✓IiGGtd✓ U o v vs L le,.y� e>< -Flow• d� � Go'�tgil', c.,a,i>✓s r 7 Z ",r 7 4- 12 `r-� /3'6 F` �F- fir- t A,b,)c�A is 2x z /m,C. 13" Y" 5fJ✓,^.:�, ._ �7 t 4�.5 t' O.C. (z ivy�- 4'�rO.c: 7/yE04GkD�T' -r' Wo, 48 P-c ry o S B � Qp - Zk G� 3Zu0 L 3- !6 d ryP rc R ,tsr. YZ K 6 VA3-0 FA, Sleev to c. OR 16d� 8"oL .SL_✓iE��77 'Nr4M --- ARTHUR M. JAMES �,,,� PROJECT CLIENT 1E�S5n! SHEET ENGINEERS,INC vij DATE . BY_�— ............... — "ac- AN- 5/PAPSoN A3 S" 4--/dd 2�r8C � KdL 32"ac. w� 3� /v 8 L EA• 40( ,E M/N, st-A.Nr vAa f& i I j yp- na iiv. w� Jvis r ' 2-x 1Jeck y li�A LC. D E FFN J O t S rS IN r�k/o,C' 511,FA A F/R.S 7- 2;50 4 Nov.1„�Y Ong IN 9 M JpM� q o I sofa i 8- - I T+lk"'yxl _�Fi JtiU R-OAC PGgN D m �• z = I 2 C z m � m C- 3 m 5;rSRK O `tRnus i \ n NS��f T NfNt Sco/l . \�0. I o\ u � ?GGauU FLOOX PGA•- ARTHUR M. JAMES\/�/�II1��/�^� rROJECT {IuRy`R.xr N V CLIENT .iFNSiIN SHEET O. _ IJ ENGINEERS,INC VT Al G, DATE -��� F�k--LE✓EG SAMA' A r 2 ) - FsF 40's�' f �2!,c 4.s/ p i X f (_x �:�' /X 17.7 L i Ste.. k'�,si r{.. f(�...a►. 0 �o, t 12, 0 G'D 4 f- s8 c,c SLJPOV ROOFS �' L z ;�6 r 4e � 9� - �•S 8 c F vE _ /3 S�� _ �aS . ( s, ;e ox/ iZ 8 orc /S B _ ARTHUR M. JAMESPROJECT OkRNr�.M iCLIENT JO-S,fN SHEET NO. I ENGINEERS,INC 1Y DATE Grp i-,64 f4 L r-&4C5 Z C. I i� Z oA6 S W, PcF FIA f P a- /0 s70 /-Z ^��`r 2 l3 vr�_ 136 i 4-�.". /91 It W` 8)� �L "x Z ve G.eo, S2'�o ErTC.',%l/E A?A / k -7 L aK Tk/S Zv4t i.1) Olt L v 044-0 -P1,ejFGrZ9$* ARTHUR M. JAMES® PROJECT oueRAw ENGINEERS,INC CLIENT JiNSl� SHEET NO. sr /vvl3 DATE iz&mow Go,u(- r. Fae46-5 r. xie-F9 rr� y r z.a � z x 4-- 2 ,(00"- F,4,. Xl00"F,,k. tEXr Zr` OifE=;iAwV. ND SrGarrreMur EGFie7r -OAC i MR �. 05 ti P x s - 4 ¢ z S,¢ ` j Mar L D,t ARTHUR M. JAMES® ""DjEcT O�RH/iM ti�NF ENGINEERS,INC CLIENT If/ysd N PHERT NO. 1 er_ Al-li DATE Bd Ca to"Oc Bd la o� 3 R0 Fce, �l�PSow q35" d z.X�(a YL y>U, oic !6 d toll . mIN, SCAN,' •VA,r iy v6 yF / M/w, Sd (1-A,.C- Toa G��44L At;iG�JEO ��N. W/ JoI's r y rai7o .JST. 6Fta.. 3I¢ 0.5.jj �McRE foss�dtl; (.eJ/�Lc L?E wfFrl JO(,;7S L4 ttnr�k;�, rr`�L •+ � Nov 18 - on n•y; 4 r I I g_v y DSP a--) �S 7iorft L. two w c I-okc o 7'fiiRD FGA P4,4A) D m m .� Z = G) 2 f� m c y j n y % [ 9 2 M i -- I I I ARTHUR M. JAMES \���yj^�`/) PROJECT ENGINEERS,INC < V CLIENT "MEET NO. "Y /VyG _DATE L_ /fkA C I-O•UG� r. lcak e F s oOR F = Te,( tz ,SU/.� U� LE�tiGliy,f Lf �:rr'./,.C' /er%S<S%/'�� �Ec»a'/�•t�✓7S Le— L`L � l 4f3 cF Lf1E� �"o� E�✓ �lif k,OS�D�Fk 9P�CLf" dvJ -Is7L PI 70 e I,S I ,rS.o S•� s-� I r VZ w, rlfO�NF✓..—is K.tir Af r 23Sr Y H > Af o _ Jit V.L/ � z Fr1►r MI' ?•Ca 1- Z. vac MCOJECT OccRm4'M 1 ARTHUR M. JAMES e sty 'FIEET "o. O ENGINEERS.INC WENT my vA G A 224 3 Pea gr p Fa*r �top /o 004E P Fr r X I r , iuA IvAa G�> K 'y S,erF 2 iC X rr�� Pix 9F 37� ��tEF/t u,,�,9'jZ mor oK pp `, Z /(/O u}OL/F( < �Ies3 FYI rrJ .(Nc S(...,?A.v Gt/ G! 7 Gl. 1 /Jl 91-`�,e "'See .wt / S•S d /uo / 3 �oa,.d , �rK� � � � ti ct 1AirV. kO oC OJECT ARTHUR M. JAMES® cuENT_- SHEET NO. / 7 ENGINEERS,INC sr DATE _ �I /�T tale LA-TFk'B�c. (,04)6/T, r-(Ile C�S /,.r,a 5� (.�� �5 Ci r E�+ r�./n .. i` S'G�,co-v `t•U Io�♦ (h!J N:Gtiiv S Q OR lj ,'5�!Cat.✓ f J/•'cy Vin �✓ sJQfiJ /�. �✓e fiv i ri d cvi v d :� �G+t� r�� I;;t �� /M1ov e �(.�res fc1/?/4� Ga-h bQ C%dTrS��nni�B-c;" dr Go,;,t, iiv s r CLJrGi/R.�'�[ 1 rs CMR� /o >v42 k✓62:.fz o F' owe✓�u%�/�► 7j` PROJECT Aux PA,wl ARTHUR M. .IAM ES® CLIENT_ ws ^' SHEET NO. �8 ENGINEERS,INC myyt/A __DATE P41 9 98 ------------ 7: p,is Pc i4;cr l FON. aE�, s��as�'� • � �I- �4 wHFo� c�E7w` r�ss k G(r�Y BARS r 6"� (PRoc-;Cf 3— �' cF' CoRwtE.f Tri Dowty goc.7's•� Z0A)T. _ — C ti��e4 -7, o2 3 N GLR, /i A�'S i 5" HWAS AcrERN.' VF4Kr 5-- 5 i E"f 27 7 Moro I��y)� -�� f (208) 774-2289 r,. AANCO ELECTRIC, INC. Complete Electrical Service 7628 S. E. Foster Road PORTLAND, OREGON 97206 August 18, 1988 Mr. Jan Gartner Grayson Construction Company 10151 SW Barbur Blvd. #203 Portland, OR 97219 RE: Durham Park Apartments 16000 SW 108th Dear Jan: Enclosed are print copies showing locations of the fire alarm system, which will consist of four (4) pull stations and two (2) bell locations per 8-plex building. Should you have any questions regarding this matter, please give me a call . Very truly yours, AANCO ELECTRIC, INC. 7 L � - Walter C:. N/ab President WCN/mp Encl : nLINKWOOD ENGINEERING r N .A O i i --- —'— __ TpussiS 6E.'+6N,ED SPECIFICALLY FOR M ACTION LLIK3ER CLYHPA A ~_ : RUSS JANUFACTURER ILL 7 i -ly IIr _ w �1 xr L1 ---- tA � LF r kLINKWOOD m r� TRl !SS cc Y.";TFMS • WOOD ENGINEERING i; TRUSSES DF..4640 SMIMALLV FOR ACTU:;N C.iiMPAPTi TRUSS MANUFACTURER r� + L E Ii - LIN KWO a JWlil l� "N.Sl m ��llr'pyYllrur - I1�e11WPr1111�Er idcr+lewrrl�wr� ,�,�, =- "y .�...-LSY.� f<•X SSL{:-- __ _2aLAN R/Otr .._ �--�• [ __ `ii� !r,'7G aOeA I aaewM�:'.�.C' Sol air rt?/. t ...�_._..�� _. ---�- ..... _ � �.1'0 ir.' I 7N .1r I®G' w•aur`! r -f '" /?.TI 4 rrll�rra - 114'11ilFI..SMS f7Al "'a'sM � DJ 1.,2R ; l N r�+�•rr�.w NIP-I 1FtrUrtflD P-MIr1� a�.^+MW I�.P I!` 1411 + C;` Y].W NL owma rvw..fv MlAClplll YpllSlrM rAWiMI `f ll•Y>t �!.OQ fl t.'311 5.00 /rMRlrl A 7fllr 1•� U :107 19.P � ICO VL'il 1.t'I ItrilEr4 M'•fI11M 1111MfA{1Ttl1ii111, IIIQ. 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Irr rr«r:iMr«a7r wrr.'�I.»rr r+n'+.«w ... ,,. M..,,•w •••e.w.,�wM++w. 1 { �yy/pya r7�«t..a•"M.Mr«r a«+r.��+a.i.e..alw•rtw .ru ..•wl .»,.. " .,w. rn+.. � nw«►MR•J'Ir11ir7MrW�'�ts•w•.:,...u.er• ....rpr-/�rw r.u�'•:-.' . ,.I r 't 1 YDi� tin. H,1+,ii. aL.'.a�t s'++•ic=- - »t ; .. sT r ^rm ti � ►rp Welt � 'T+•neewx nrra _r _ ,... "*x1N. � t _� ' 'H�� 7�� a i.. YA 91�CA •c al►NNY1fA ?y.8� {' -'_.._�..- '—.__.._ ,m_ Ka ".1.«r« �� a 0 to�' �l ay p .Ya KNE r,v►w 9/ l t• ` ttNL ! I S 111 47 41, S. • �wnNk w->. ern KIf!!`NA.l rrHrayyN awnN 5+l,LYf i:Y'b't',�.A Ni1�11T' SO f w t1 ','A l.,u {f J LAI tAl')i1M.11{^1F.Q .,atJ4'4A "' �.t Oil ,, 'Yl 1 a �:1 i..jj •. yw n Y• !' WARNING NOT' N , CD '1 d UJ _> W U UJ I R• „E//-F/ ' ,f lA /_'j.v/-ff 7. ut'. I /�v� gE. 7/0 �— Daezlras/ �rr��e 4?,c E•''t�'4 a f,7-!5, - 5P ,�s / .n " � �e - /. f): -F&-7 5- 77' _ ZG79iN'• �xi2 ? ,a a!/ 4 B2 Vex /"lAY zr,"o)- 12 0" ; (IJ = /? C/I!SK/d,,: /4aSw�; •� SF•t + /`-'"'Sa' , 2 ell. -c2-72-1C, 2aca �i .� r i t(13�(1.�:2) � 2 9,°y.�2 Cµ - c e. 9♦ r 4ij7 i RoaLl. /2.4/ 9 r ►:C/ 1 2e.?4 Al.C', �?o r X0.25" f� OCL 0i e 5 rs Ukr S/ l CC7Ce Cet. 44,024 7e eM' 5 A = / lb,-71- W/8:t4 E.W 8100 OREGON O c r 86. 7/D t` l �d*V/SEL' 71dC. Ave, :�7- c`cl l_C. k/A=.ry. Arzwd t /sP,F D L. s- "�r_X* oJ� JOIbrS - CPA,--' �3 - ; Mee J.�3 �i/s�i9J=�/.$jam ✓773iu./'� V.: i 3/2 r JS: */ r h g�_ S .moi C�`��3Y� _ % _ /�• /(i J�r r�� � , t HFY 3fY'�-'v f 2-O' � �� = /' C/i5 rl��i>a I��TS'r� t �/••f x /!.'�5 x'� /—far- :7 `7tr /5/�w�(l2it�:.;,,;ir ��7."74G/i,�- iL•, 7 a i C - ?:I46 . 142,? ' < /S 5.7 O/c' ?r / �94eA� A �9Pr;e /leas 7v. el- 4 L K �.£ Si.a,oan i CC7Ce co[. rrf'S 70 -- A = -7 Fs cls �5 � c�• G�i y• 5190 OREGON r, y 10 f7 12d '� flan OZ ,5 963 C1 . 0H5 /3oa 1307. r �I TAD Construction 1754 Clulkir Ct. , N.W. Salem, Ore. 97304 503-581-6023 July 25, 1988 Low Pressure Ai-r Test Project: Durham Park Apt . P1.11)lic Improvements Contractor: Aloha Enterprises TnSpecting Agency: City of Tigard Tnspector! MichAel Sheehan Test Parameters: Recommended practice: Uni•-Re J.1. PVC Pipe Association (IRT-R-6-85) Meter Certification: Number 51788A 5/88 Atll No. to Mli No. Pipe Diam. Type Len Ci th Re mP Results: 4 3 8" PVC 120' 3:47 3.5 start 3.5 end p 3 6" " 358' 4 :46 3.5 start 4" " 295 ' 3.25 end 4 5 8" 280' 3:47 3.5 start 411 � 15' 3.5 enc] 6 5 6" If 289 ' 2:50 3.5 start 411 ,t 20' 3.5 end 6" if 167' 2:50 3.5 start 6 c/o 4't it 53' 3.5 end [, rat, 6" " 285' 2:50 .3.5 start 3.25 end 9 10 6" " 300' 2:50 3.5 start 411 „ 75' 3.5 end 6" " 125 ' 2:50 3.5 start 1(1 c/o 3.5 end �,11 120' 611 11180' 2:50 3.5 start 1 C/o 160' 3.5 end Test performed hy: I , i Alb '. Rossneisl TADons.ructicn s � TAD Construction 1754 Chukar Ct. , NW Salem, Ore. 97704 503-58:-6021 July 2.5, 1988 Low Pressure Air Test Project! D+irham Park Apt . Public Improvements Contractor: Aloha Enterprtses Inspecting Agency: City of Tigird Inspector: Michael Mills Test Parameters: Recommended practice: Uni-Bell PVC Pipe Association (lliii-13-6-85) Meter Certification: Number 51788A 5/88 Mll No. to MII No. Pipe Diam. '1' �e Length Reg'd Time Results t 21 20 8" PVC 400' 5 :04 3.5 start 3.5 end 21 22 8" 1'VC 178' 6" PVC 293' 6:37 3.5 start 3.35 end ,I 8 20 8" PVC 2823:47 3.5 start it 3.5 end 'fest performed hy: Alh4t P. Rossmeisl TAD Construction TAD Construction 1754 Chukar Ct . , N.W. Salem, Ore. 97304 503-581-6023 July 25, 1988 T.V, _Inspection Project: Durham Park Apt. Public Improvements Contractor: Aloha Enterprises Inspecting Agency: City of Tigard Inspectors: Michael MillsiMichael Sheehan MH No. to MH No. Distance Comment: 8 20 000 Existing MH in good state of water. of repair. 8 PVC pipe holding / 3/4" 10' End water. 125' Old clean out. Start new pipe. 282' End run. '?O 21 000 1'ypi.cal new construction MH. 8" PVC pipe. 119' 4" lateral. left . 373' +/- 'k" of standing water. 383' End water. 400' End run. 71 22 000 Typicalnew construction MH. 8" PVC pipe. 100' 8" lateral left. 178' End run. Typical new construction M11. Test performed by: C hlbeisl TAD Construction i' SRN PA, APA /'may R VTSLD F��u N P�eel4 A+I 4x8 -44 pkv r� IF � 1 ! 5190 Q ORE60N rip ` 45R Q � r 10 �A �. !S r a NAR 1 p j►i2 i ft4*j TS 1Z SLC) FL_a r_A TOP of its+,•.w� tj S _ _ cew,c«r.rs VISC�e� I S WA" I I np�E7 �, � sego s -A4 SAL M 25 yll, 24"p,C- `OREGON �--� 10 9�F 8. HPC I 3" MALAR CONSTRUCTION, INC. 4-470 S.W. HALL. BEAVERTON, OREGON 97005 591-1,675 R, 1988 City of Tigar,d BUilding Dept. Tigat,d, Oregon Attn: Brad Roast, PLAilding Official Re: DUt-hAM Pat-k: Apar-tmerits Dczut- Brad; I her-eby verify that I had the existing septic tank located on tax lot 300 on S. W. 10e th Pumped Out, r^e- moved, and clispo-iied of pet, the r,eqUit,ements imposed Upon such t-eM(-)VCAl by the -eqLk i t,e City of Tigard. if you should r ft..wtheti.jjot-mation, please contact me at the nUmbet, listed ab(:)\.,R. Thank YOU fot- y(:)Ut- consideration in this matter. Sincerely, _airy Smith, Pt-e'— I-S j Page 66 - 2tr2 DueNpr�f n,4 rtu /26 a-rr I et c. CAL I - . THE/ZC /!2E /G /otluTiff�L BL OGS /N -T7✓i� �o��GT RooF F02f,"cl---sG - \ D4 A C Z CAO S /12 F4-1 Tk vote f� - ? 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Fly w/,ov i*c! 5190 oP.EG04 10 I If, c p GGi7E Ft 3• r i Ubs NUSA /ti q' xy " �Tu�- ea- enno, WALL /!ST F&Ova Vsa LU e.da e /c C T I-fe (�L94�(z& 4- 4. 4 �6 )= c•� %-- b q <775 V�� �f"r = RCrO/C - L775- s � 9(alk C1SE MCyA i�u 4"�cG s�uG� - to d/VD, 'A _^ti pT. Hex zL.(IIgo) (17)4 0 ',e-7) (.21 r-- c Qrs Ise = 4�s(I1��/i 2'1a=:e r -- -L�-� Rt:gc Fwr,N&. -vs Mo- °, )(I•'" ) - -, 8 2 3 -7- (c. wa�� Fac,. z W = 74,6 ?(Z) s 1 A i� - � ORtCOfI b -� I QCG j�SF j �. i /?/ASF j Tal 37A'ft- Fc C p/a i e sQ T6 E'iGG L�r/'v 7,0 t /f AV 'SPA RIs G► L �?"j ►-lt c 49C �G:Z (/ S�a ZG 4bOiN- LATGRti� r � r c�? 5190 9l G OREGON of ro io. `9 B. HPC Vdp I -7-to 1 I o L L I + At lJO�f '/� ��GrP. <►+Tf. -ea ti+�0� u/�Serd 7'a/C AG - c ri E e s'Dy WALL iL 51 0 44k -7 �► i -a.fL F /dam�`,�- — - �' N ORS ON 12 ' � n Vse '!z TI - - Z P, 2. s,OB- "e % WALL z �H-7G r✓isd e 7"•/r 7 s-' —r. w/ddc4 "oA T7 iJSE /Z G;P. LA !,Cr - et//11TWe! 7",7 e. W A t.L. Car _•- - f+.c _ Q �'i U!a- '/Z "Sy F-c.4 ! Gt - K//S % ,-i 1. _ ?1 ' I rP,Ae'. :- Tom,'`ic r L �r I ' I I I _ `woC. 4"�tlpr at90 OREGON D 10 ,P0 v>E" afS'Z0 ?4 "e �t - C C. !1r CG r 12 .,�lR T( 37e/ft T".4/s$ /1tf:-reaAjs l l 17/ 3bc-l/ "4. :J!,E fA/L Vl/�c4Lro ; F= ex Z77µ V = /e22 inS� il ✓S� /�' GyP I z_ _ za44 iGz"a"/ 2c /4P 4 GLG ,d /c U -- --- -- - I I A?! d _ Rear. yJacc — =�' � I -7 at j • :v2 r,¢a..r VJA C G /7571 • 17(a Use '3/e,' F,) w/6 o C-' u e /C i i ?2B'C p T. Nes c5�Z 2P r l°i 7 4 F T-I b 2ct, Mo: 21(���`). i l'.pa•1 = 1230 T,-IC. VPS OFT L le 2A 12IO Z e,-7.yk U FT Z , �' U6 r 2 - S .nPsou '9�'Y 2 7 OREGOU e;,/ AEA = -7,9L-7Tt7AC F r 7/47 ('9 Sir `^I L C' F 13. H lis 7eb �E EA rr 4 � U5E %Z P,.y 54 r (Zts Mo • 2 !E4c�i• I (sq-•� s `��^r- t a 't �!72.2 t"� - 76 1 _ ' 5 1,4 au EA L,�.7---- I � IF i �E3 �Cr_V/STIJ,_ �ur.r)� y��NLLS "p,.� .E - �fo�ori.✓a-5� d •T. FT6, 3S Vc siST Nie ', coo L7.[ c ze,41/. WAt-Lg 7'o-T r--7 /�'• / K 1!3-7a yank Cid / 44x "3 //-I r7- > 7C.,Z � OK � OREGON - r (F H. HPi o2 I �/ i4.oU `�Ne n 2 S 7�'U'*=' .. C: .r::'e•r .f �/'i.G'. �[c�a� ;- Poor- sucen.srnrD 9' t W„6f. D.G. a 2oBN�� 31L C, M � I 6 i tuo rt. p p. p 1 401 10 301 a.�. r�o = i��. air �-�• Ib ,c I.s � Z;ds-��i QeS M d lb b�r.jc.sit- f7d 9a9re / -It r d" I.44 tib c+ Var r.090-1e F;e- A,5 %YA(,L L. 514e A 2 n 7 u S ; MAr� P: -�'•s3K Il : � 1 C)!E 4 "XG " f � V 11••x ` I✓J 5'190 ORE60 1 WIN-&WAN � P.O.Bax 73391 CITY GE TIGARD PLUMBING 131 SAHall 81v Applicants must hold Oregon Registration to conduct a plumbingPERM 1T �CR 97223business or must be property owner/operator not hiring outside help. 63175 of Devoilowrient Plumbing Permit No. Address t- Description - U _VVIaI - v ORS 814-21.610 DUAN. PRICE AMT. Job Tax Lot Map.No. Address lit Block Subdivision --- Sink _ 7,50 or panne sines Lavatory 7.50 _— Tub or Tub/Shower Comb. 7.50 nng dress — — Shower Only 7.50 Owner City/ tate zip W&arClosol -- --_ — 7.50 Dishwasher __ _ _ 7.50 Phone Garbage Disprisal _ — 7.50 srrM — Washing Machine -- Floor Drain------- _. ' — 7.50 _ — ng ress Phone Water Heater _ 7.50 T— Occupant City/StateLaundry Room Tray — Y 7_50zip — -- Urinal 7.50 Phone Other Fixtures(Specify) 7.50 7.50 7.50 - Contrtit'Ii r z 7.50 MISCELLANEOUS City Bus Tax No Sewer 1st 100' / _ 30.00 tate s.�Mite ora�us_M_ o Sewer-es.Addit.100- --- -- 15.00 (Reardenfial) 3`,yLly c� -_�— Water Service tat 100 — _ 20.00 I hereby acknowledge that 1 have reed this application,that the Information Water Service on.Addit2 Y 15.00 given is correct,that I am rVirtered with the State BtAkWs Baud,and also Storm 6 Rain Drain 1 el 100' 30.00 - have a State 9i<nrrbkrg license OW the nurNyers given am cored,that all -- ---- ---- -- plvmbion work wig be done in s000rdanos with applicable provisions of Ore _ 15.00nx gory Re-sed Statutes Chapters 447 and 693 and applicable codes and that Mobile None -- --- — no help will mrn be epkrysd unIess Noesdder unORS 693. (It exempt from Spsoe------- 25 00 — -- State registration,Neese give reason below). Back Flow prevention HOMEOWNERS•-I her"certify fleet I am the weer of the property do- Device or An64"allution Device / 7.50 � scribed above.N which location I propose b make a pl rnbing inea gation far In not Not my own use and this prop"In Waste bskq oont+trvcNd for sale,lease a rent Connected orxtetyed to a Fixh"xe 7.50_ _ __—— -- --- --- --- Catch Basin �- -- 7.50 — Insp.of ExW.Plurr g — 40.00 Per Hr - __. — — --- -- --- S�lly flectuaped kupectioru --- - 40.00 Per Hr —- - —__-- Alter,of Plumbingan Exile"Bldg IS,00 min AUTHORIZED SI NA'rUbgE / Q sir N_ew Bldg.or Build.Addition 26.00 min. t - , '- - CD _ / 5` Y 2r [kale aEstill --- IDescrib6 wtlrlt tg_ W~n alteration r, repvr O C10 l if-L) 15.00 be done 11121111411 IN rr non-reskierltial rl Exlstlrlp use of --- b- k*v of property_ _ _--_-. -.-- __-- OWTOTAL _ PP ed iqe of -- ---- �— WMAQ or PMWty- - ---- ——--- - -- --- ---- --- thin KOCHARM -- - fi�R -- TOTAL Thin Pw,, t LOOM**suit an0 road if rKKtt O'o0rnatrurltiOn authorized is not corn - ------- -_ mux»d within 1a0 deya er M om+lrun" or vork M oUs"dad a ahwnrinned kx a raarlod of Ion 6"M any time s hw work it o xntw�nasnl pyral,f►L.QOIItYTICllt1!.__^ ,�--- -- _ Date issued — --- --- by ----- -- -- �f ... a A,:C PACIFIC INC. 2110 ENTERPRISE BLVD. SACRAMENTO, CA 95691 FFR: BAJA CONSTRUCTION COMPANY 223 FOSTER STREET MARTIJEZ, CA 54553 G'" r- CARPORT DESIGN CALCULATIONS FOR: / MODEL 8 . 5 x 16 25 / 80 DOUBLE POST DESIGN CRITERIA- -G^SIGN CONFORMS TO 1985 UBC -REFERENCE AISI AND AISC SPECIFICATIONS -ROOF PANELS CONFORM TO ASTM A446 GRADE E Fy=80 KSI -PURLINS ARE COLD FORMED CEE SECTIONS CONFORMING TO ASTM A446 Fy=55 RSI -COLUMNS ARE SQUARE STRUCTURAL TUBING CONFORMING TO ASTM A500 Fy=50 KSI LOAD CRITERIA- -LIVE OR SNOW LOAD = 25 PSF -WIND LOAD = P = Ce x Cq x Qs x I Ce=1 . 2 (EXPOSURE FACTOR C) Cq=1 . 3 LATERAL (ON VERTICAL PROJECTI-D AREA) =1 . 2 UPLIFT (ON HORIZONTAL PROJI,CTED AREA) =1 . 6 UPLIFT (ON ROOF E*jLMENTS ) Qs= 17 PSF ( 80 MPH BASIC WIND SPEED) I=1 . 0 to P 0 P1 = 26 . 52 PSF LATERAL (COLUMN & FOOTING) LNI.i, P2 = 24 . 48 PSF UPLIFT (FOOTING) P3 = 32 . 64 PSF UPLIFT (ROOF PANEL & PURLINS) � OAEQGI ?6 CHAS PANEL DESIGN- - - - - -- - - - - - - L = 16 FT. (LENGTH OF PANEL) a - 3.104 FT. (LENGTH OF OVERHANG) ]. = 9 .792 FT. (LENGTH OF PANEL B;—"wRFN PURLINS) Fb = . 45 x Fy = . 45 x 80 = 36 KSI 1 . DL + LL OR SL = 26 PSF (WT. OF PANEL = 1 .0 PSF) M (R) = (W x a-2) /2 = 125. 2526 FT-LBS S-- REQUIRED AT SUPPORT = 125 . 2526 x 12 / 36000 = 4 . 175087E-02 IN-3 M(SPAN) = (W x 1-2) /8 - (W x a^2) /2 = 186 . 368 FT-LBS S4- REQUIRED AT CENTER SPAN = 186 . 368 x 12 / 36000 = 6 . 212267E-02 IN"3 2 . DL + UPLIFT = 31 . 64 PSF M (R) = (W x a-2) /2 = 152 . 4228 FT-LBS S+ REQUIRED AT SUPPORT = 157. . 4228 x 12 / (1 . 33 x 36000) _ . 0382012 IN-3 M (SPAN) = (W x 1"2) /8 - (W x a-2) /2 = 226 .7955 FT-LBS S-- REQUIRED AT CENTER SPAN r- 226 .7955 226 .7955 x 12 / (1 , 33 x 36000) = 5. 684098E-02 IN-3 PANEL TO PURLIN FASTENING- - - - - - - - - - - •• - - - - - - - - - - - - - - UPLIFT AT PURLIN = 31 .64 x ( 16 / 2 ) = 253 . 12 PLF ALLOWABLE SCREW PULL-OVER STRENGTH = 522 / 3 = 174 LBS/SCREW (F. S . = 3) MAXIMUM SCREW SPACING = 12 x ( 1. 33 x 174 ) / 253 . 12 = 10 . 97124 IN USE (1 ) 12-14 HWW SELF-DRILLING SCREW WITH 5/8 IN. DOME WASHER AT EACH LOW IN PANEL TO PURLIN (7 . 2 IN) PURLIN DESIGN- - - - - - - - - - - - - - Fb = .6 x Fy = . 6 x 55 = 33 KSI CARPORT BAY SPACING (L) = 17 FT HALF BAY SPACING (a) = 8 . 5 FT I1 (P1ax) SIMPT.F SPAN & DOUBLE SPAN = (W x L-2) /8 = W x 36 . 125 M (max) SIMPLE SPAN PLUS OVERHANG = (W x a"2) /2 = W x 36 . 125 LOAD CONDITIONS : 1 . DL + (LL OR SL) = [ ( 25 + 1 ) x b ] + 4 = 212 PLF 2 . DL + UPLIFT = [ ( 32 . 64 - 1 ) x 8 ] - 4 = 249 . 12 PLF (ESTIMATED PURLIN WEIGHT = 4 PLF) M (max DL 4 L;., OR ST, ) = 212 x 36 . 125 = /658 . 5 FT-LBS S REQ'D (DL -- LL Olt SL) = 7658 . 5 x 12 / 3.3000 = 2 .784909 IN" 3 M (max UPLIFT) = 24? . 12 x 36 . 125 = 8999 . 46 FT-LBS S REQ'D (UPLIFT) _ k.999 . 46 x 12 / (1 . 33 x 33000 ) _ : . 460549 IN-3 I PURLIN-TO-COLUMN - NOTECONNECTION- * - PURLIN IS ATTACHED DIRECTLY TO THEGCOLUMN USING 12-14 HWH SELF-DRILLING SCREWS ON A 1 . 5 I N .MAXIMUM DL + LL OR SL TO CONNECTION = 212 x 17 = 3604 LBS MAXIMUM DL + UPLIFT TO CONNECTION = 249 .12 x 17 = 4235 .04 LBS :M ALLOWABLE SHEAR PER SCREW = 2050/3 = 683 LBS (F .S .=3) NO. OF SCREWS REQ' D FOR DL + LL OR SL = 3604 683 = 5• _4 .6598k.5_ NO. OF SCREWS REQ'D FOR DL + UFLIFT = 4235 .04 / (1 . 33 x 683 USE: v -_OLUMN - LOAD CONDITIONS : 1 . DL + LL OR SL = 3604 LnS (VERTICAL LOAD 2 . DL + . 5 (LL OR SL) + WL (LATERAL) : = 1904 LBS (VERTICAL LOAD) =[ ( 12 . 5 + 1 ) x 8 + 4 ] x 1 (LATERAL LOAD) ( 26 . 52 x 1 x 17 ) / 2 COLUMNS = 225 . 42 LBS AT H 7 . 5 FT MOMENT DUE TO LATERAL LOAD = 225 . 42 x 7 . 5 = 1690 . 65 FT-LBS COLUMN DATA - 3 . 0 x 3 . 0 x 0 . 095 A = 1 . 08 IN^2 S = 1 TN^ 3 r = 1 . 18 IN CLEAR HEIGHT = 7 FT KL/r = 2 x ( 7 x 12 ) / 1 . 18 4984.9 KSI9 Fa = 1. 1900 / (K6/x) 50 = 30 KSI Fb = .6 x Fy = -7 C� 1 LL, + LL OR �L 1 . 08 x 1000 1 = _3 . 337037 KSI fa - 3604 / DL + . 5 (LL OR SL) + WL (LATERAL) = 1 .762963 KSI a ( 108 x 1000 ) = 15 . 25398 KSI fb = 1690 . 65x12 / ( 1 . 33 x 1 x 100C ) COMBINED STRESS : fa/Fa + fb/Fb USE: x t i .� a w at � •r FOOTING DESIGN- - - - - -- - - - - - - - - - 2000 PSF AVERAGE SOIL BEARING PRESSURE NOTE- 1 FT-2 IN DIAMETER CAST-IN-PLACE (1 . 17 FT) f ' c = 2000 PSI FOOTING CONSIDERED CONSTRAINED LOADING CONDITIONS : 1 . DL + LL OR. SL = 3604 LBS 2. UPLIFT = 24 . 48 x 8 x 17 = 3329.28 LBS 3 . LATERAL = 1690 . 65 FT-LBS FRICTIONAL RESISTANCE•- F.R. = 3 . 14159 x 1 . 17 x 2000 / G = 1225 . 22 LBS/FT DEPTH REQ' D FOR (DL + LOR SL) 3/041/ 332x5. 22 1225 2 1 = ' • 04:,071, FT DEPTH REQ' D FOR (UPLIFT) = ;.ATERAL DEPTH = SQR (4 . 25 x (P x H) / (S3 x B) P x H = LATERAL MOMENT = 1690 . 65 FT-LAS S3 = 200 x 2* x 1 . 33 x DEPTH = 532 x DEPTH *NOTE 4 TABLE 29-B B = 1 . 17 REQUIRED DEPTH FOR LATERAL = 2 . 258192 FT USE . x �� f FOOTING DE!7IGN- 1500 PSF AVERAGE SOIL BEARING PRESSURE IQOTE- 'L FT-2 I'114 DIAMETER CAST-IN-PLACE (1 .17 FT) V c = 2000 PSI FOOTING CONSIDERED CGNSTRAINED LOADING CONDITIONS : 1 . DL + LL CR SL = 3604 LBS 2. UPLIFT = 24 . 48 x 8 x 17 = 3329 . 28 LBS 3 . LATERAL = 1690 . 65 FT-LBS FRICTIONAL RESISTANCE- F.F . = 3 .14159 x 1 . 1'' x 15)0 / 6 = 918 . 9151 LBS FT - Ccs DEPTH REQ' D FOR (DL + LI, OR SL) == 3604 / 918 .9151 = 3 . 922_017 FT DEPTH REQ'D FOR (UI✓LIFT) - 3329 . 28 / (1 . 33 x 918 .9151 ) - LATERAL- DEPTH = SQR (4 . 25 x (P x H) / ( S3 .: B) P x H = LATERAL MOMENT 33 x1690 . 65DEPTH =F399BS DEPTH *NOTE 4 TABLE 29--B S3 = 150 x 2* B = 1 .17 REQUIRED DEPTH FOR LATERAL = 2 . 485224 FT USE: I jwK a FOOTING DESIGN- 1000 PSF AVERAGE SOIL BEARING PRESSURE NOTE- 1 FT-2 IN DIAMETER CAST-IN-PLACE (1 . 17 FT) f ' c = 2000 PSI FOOTING CONSIDERED CONSTRAINED LOADING CONDITIONS : 1 . DL + LL OR SL = 3604 LBS 2 . UPLIFT = 24 . 48 x 8 x 17 = 3329 . 28 LBS 3 . LATERAL = 1690 .65 FT-LBS FRICTIONAL RESIS'TANCE- F.R. = 3 .14159 x 1 . 17 x 1000 / 6 = 612 .6101 LBS/FT �n?5 FT / DEPTH REQ'►� FOR (DL + LL OR SL) = 3604 / 612 . 6101 610]�1�$= 4._l2$:�1:.� FT DEPTH REQ'L FOR (UPLIFT) = 3329 . 28 / 11 . 33 x LATERAL- DEPTH = SQR (4 - : 5 x (P x H) / (S3 x D) P x H = LATERAL MOMENT = 1690 . 65 FT- LbS S3 = 100 x 2* x 1 . 33 x DEPTH = 266 x 92.PTH *NOTE 4 TABLE 29-B B = 1 . 17 REQUIRED DEPTH FOR LATERAL = 2 . 844,387 FT USE: — -i-�---�- .T�F7~�-Y.�r�-I-Iy•;" �fM . c� '. _ Ti —�. .- .eft Yom• I r.. Posturing w`"" PITCH 3F,. thezinc 1 aluminum hot-dip allrn coating COVERAGE which offers up t,,)tour times the service lite of steno,-iro cialvanlzed coat!nas. Lono-scan capabilm--er,.or.0MV In oeslar. custom lengths available--no end Moro --- Weal for carport, pole barn. mini stor;aoe. or 1O"Pmr""r'" aancultural construction Graoe E hlah•tensile steel panels 2R-and �bu�r figs" "�'m' fir*t -� �m- � 26-oauae with several coLjirica opltions. `t ��, oys� oaa3 Available In Zlncalurne° --- SMP' paint systerr, Folvester paint system 2Z-through 16-aauoe panels,wciilab'e with: PVF' coating system Enduraclad`� coatlno wstem 'SMP(Silicone Modified Pnrvester) PVF,(Polwirwbdene Fiuoriae Nonnwesi Re�oional HeaCauarters 20t 363-1955.2141 MiiWBUkee Way.PO Bo?.2075 Tacoma Wasnmaton 9840'-2075 Western Regional Hea(jouaners-916372-6851,2110 Entemnse Boulevarc West Sacramentc r..all!ornia 1?569' Southwest Regional Heacausner5. el-t-481-3521.404 East Gallas Roac Grapevine Texas 76051 Other Manutectunng Facilities:Ancnoraae AK 907-56 1-6060= SDOKane WA 509-747-832' -- Los Anoeies CA 714.823-0407- Pnoenu. Fa,602.244.0540 I Odessa TX 915.563 3255 = wacc T) 817-799-498' = LITIIE•Flock AR 50 562 3112 Corporate Fieaaoueners:PO Box 6256 Feoerai Wane Wasronotor)98063.625E 206.838.4E21 1 � r Gauge Condition '------6 7, A ice,' 12' 5' 13 ` 56 4, I 31 I 2E I 15 16 B' I 4 3 SS I U10c, 50 -29 I 18 12 I;31 26 22218 14 I 12 I DS 1 73 5p 37 28 I 20 to 11 8 Gauge I U1100 _93 63 0-6 35 26 I 22 I '6 I 16 TS U100 1 91 55 34 23 0-7.1 38.1 28.5 23.1 I 19.1 16.0 I SS i 0100 I 67.0 I 38,B I 244 16.4 11.5 84 6.3 4.8 a 1.3 31.6 I 25.0 20.2 I 117 14.1 1 80-9 I 56.2 18.2 13.7 10.5 DS L1100 11 00.9 r 56.2 41.3 31.6 25.0 Gauge 1 101.1 70.3 I 51 6 39.5 39 6 ?q,3 I 20 9 18 6 110ci 1011 66.0 41.6 27,8 1 MR-36 Allowable Span _ Feel-Inches' Gauge t Deet -�15 �: 2--r--30 35 40 _ i-1 %6 5.11 i 5-, S� U100 R-d 7.5 FrN 64 7-B7.2 68 I 1;0 I 10-10 i 9,5 Ery a I DS 11-2 1 9.11 9-0 B-5 7'F -,.2 2 6•!; Gauge V11C0 taE I 12.0 10-6 I 9.5 1 S.11 I 0.11 7-E TS 10•� 91 7'1 - U100 B.•, 113.2 12.5 11 Ci0 I 9-- B 9 5 1 SS U100 I 0-5 8.3 7.6 7-C 6 e 7 ' I 14-3 � 11-7 0--0 8.3 10.0 � I _ g C B-3 26 DS U1Q0 1. 12.7 11'0 B-6711 taupe I 11.7 10.2 9.3 15.11 13-0 11.3 10' 9.1 7 U100 I t*� B i E _ -- NOTES = Too vautes baseo on stress Bottom values Dased on allowable oetlection c'U180 refer to Architectural Wetl Svslems E3rocnure �r technical mtormatlon reparolnd 24•lhrouIPB-gauge. Sleet cpntorms 1D ASTM A446 Grape E IFv='E 0 ICSI1 Loading 1a13ole Legend Typlcel Carports Canopy Designs i-Load Iimnetl by Ilexural oendlna stress L-Spar Lixxr-LDad limned oy deflection - 18 I S-r-Single spar I 20 I _____ Support TYP I L - DS-Double span I 4 I ,C a' «- L -+ TS-Triple span f� 4- t,h� a�" c ASU pauhc .nc Oclooe, 198E Panted in LISA, ct. MW wxw :"iU Enrcronse bourovsrr ►MCSr SA onmrnlC CA s5 i:SI "GEF" PUR:.IN'S s56y : 93 91f;r�rrs PUR?.IN_SIZE__GA_ _A_ _Sr,_ _Ix_ -�- 10 X 2-1/2 12GA 1 .66 4 .68 23.49 3.76 .59 1 . 01 .85 .66 10 X 2-�%2 13GA 1 .42 4 .00 20. 07 3.76 .49 . 82 . 85 .62 10 X 2-1/2 .14GA 1 . 18 3 . 32 16 .64 3.76 . 38 . 64 .84 . 58 10 X 2-1/2 16GA .94 2. 55 13 .22 3.76 . 29 46 . 83 . 52 10 X 3 12GA 1 .77 5 . 26 26 . 37 3.85 . 81 1 . 63 1 .05 .68 10 X 3 13GA 1 .52 4 .49 22.51 3. 8S . 67 1 . 32 1 .05 .65 10 X 3 ] AGA 1 .2..6 3. 60 18.66 3. 85 . 52 1 . 02 1 . 04 .58 10 X 3 16GA 1 .00 2.69 14 .82 3. 85 . 39 . 74 1 . 02 . 50 10 X :-1 /2 12GA 1 . 90 5 . 82 29 .21 3. 93 i . 06 2. 44 1 . 25 . 70 10 X -1/2 13GA 1 .62 4 .81 24.92 3. 93 .87 1 . 96 1 .24 .64 10 X 3-1/2 'L4GA 1 .34 3 . 76 20.65 3. 93 .68 1. 51 1 . 23 . 57 10 X 5-1/2 16GA 1 .06 2. 81 16.40 3 .92 .51 1 . 10 1 . 21 . 49 • R8� 370 6 •/* CIVIL ���'��E•OF Ca`1��q��. � � sm � ear et Baa Willi I FRI 1­ - hcao_A== Fins: 312•.305 Mir.. 7eaSilc: M Pounds TarriLG Du- (f^..D.2: .21S.2U9 M(ts: Iamwaa:: J. lai.•:.o: Tram Da- L:.D.> .264-aS7 Mm. Sncsr. 2050'I`ouaas ' I TiJ1.L OUT SMU NCM*1POMMS DZ.7M&TB) GA_ A Ga 2S GA_ lb 071)ti MA.TrR1AL L7DI) L071) Llw4) I LD(12) Ilsase�rt .* ._•.' S0 L'SI w=I So I:SIS0 3:SI 2001 PRMRI.' DU. I PREDRI" NG NO,REOUIR=) �'-! tPOUNDS C T ( 1f:50 I •II34 I 4�� I /"7G + 386 _ I FULL OVEE =XMi=) s- fv4'ASHE c�A) wAs�-� �`• I MAW= 2L/:��pf►. + :2/�G���. ?�MGL/. 2/O�G��..\; -vvr NO 1/ �� L0391 I LEN) LOM6) L=) 1 r•�• 11^•':S1P" 3%1"! - G�.:�'. Gt...t' GA:-I*. GAIN. • I I ( )406 ::,2E I M ( 63P - I I NIA N/A I :39Z ( 11L I 75K ! uW tctc c � I • .I N/A I N/A I 1D+: 77D puL ovc :I I ( N/A j N/A N/A N/A ta�aS' NIA LI-7 1 761, �„ I I • I N4. NfA. I IRS: 8)� RMMM?M= DRIVING TOOLSI 140G250G RpN.;u Dmw sompped wm amtL km nage pm-- W prevsa; w=nvsnj ant nnDOUL wo W: us: imp Tym ar>r--) r" MlMMED MAMM DRUZING &.M.EY SS: 31,16:Apprtr-i oW thirmcm of sneeun;aaa s=ucttivai mei�j campm..sei msuiauo� tn=xn, :-ns rj= me! rat; acocacmE LDOL Tym of --hoau4 crii,ed.i 60z EZU, VAN REEC A7 $FIRING, WYOMISSINL. PA imir,' n7 _37&-ry i ELL: b<%tK A1rsti?A"CMSCA;,C DALLAS DAYTON DENVER, MOLMt, �AHSti C'^ LOS AN_-!:r( MINNtAPOLI$ NASMVILLI F77SBURG0- L. A B®RATORY i T EST REPORT ' ■�;s.�.� DATE 07/10/86 yVo 753 . 66 TEST PULL OVEP CONSTRUCTION FASTENERS, INC. ! - PROJECT: 1564 DISTRIBUTION: Jeff Martin (ASC Pacific) Bob Lammers SUBJECT: 112-14 AWB SD with 5/8" Dome Washer PURPOSE: To determine the pull ov_." values of f12-19 HWH SD with a 5/E" oome washer from 29 GA, steel . MATERIALS TESTED: 112-14 HWH Self Drill with 5/6" Dome Washer 29 GA. ( . 016" ) Steel ( conforms to ASTM A446 Grade E. Fy 80 KS: ) TEST METHOD Test Method 7-751 ( attached) . RESULTS: *11-19 SD w/ Test 5/E" Dome washer 580 580 3 465 4 455 5 !30 1 Ave . M,icnae: D. Wert Technical Service Engineer =1e► v v � 41r 4t t L� ASTM A-500-B .� SQUARES &- RECTANGULAR TUBING DESCRIPTION: Plain Hot-Rolled Steel, Oiled for Protection. IDENTIFICATION: Specification, Grade, Size and Meat Number on tag attached to each Iitt. Numoe,of Ltneths.Celcuowtwd Vvaoht Domonsoons and Toul Footage or,Stannard Loft pro• Momo.nt of Swction Radius of PU[f.c Ineno• Modulus bvr•tnon Moourus 20'T ub,•.q 2ET ubmq 40'T ubmq Nomtnbl Wal' Cwlculwtwd S ite• 1 Thick I wwrartt 7 X (i=IHkV • Ix Iy Zx Zy sx IV SxSy m. m. Ib/ff IMp/}t kpom "tMpt. c d « s� r I '2 I on e I 411.4I m? I m.3 I m. I m. m.3 ,n 3 2 x 2 0.0950 2.38 1.08 '3.541 55 1210 1120 56 1452 1344 - - - 1 0.701 0 417 0,417 D.417 04171C.771 C.771 1 U 49510 495 1 7 x 2 0.1200 2.94 1.33 4.38156 1490 1120 56 1788 1344 - - - 0.8651049BIL498 0.498I0�9810.75310.75910.60110.601 2 x 2 0.1250 3.05 1.38 4.54156 1546 1170 56 1855 1344 - - - 0.89710.51310.513 0.51310.51310.75610.756 0.62110.621 2 it 2 0.1560 3.70 1.68 5.50156 1882 1120 56 2258 1344 - - - 1.090 0.59810.59810.598 0.598 0.74110.741 0.73710.737 2 x 2 0.1800 4.17 1.89 6.21 36 1360 720 36 1633 86' 25 1890 1000 10.65310.65310.653 0.653 0.72910.729 0.81710.817 2 x 2 0.1875 431 1.96 6.42136 1411 720 36 1893 86. 25 1960 1DDO 1.2701 .8880.668 0.68810.668 0.72610.72610.84010.840 2 x 2 10.2500 540 2.45 8.04136 1764 720136 7117 8641 16 15681 640 1.5901C.76610.7661C.7661C.766 0.69410.6941 1.0001 1.000 2K x 2% 0.09501 3.02 1.37 1 4.51136 1186 720 36 1184 864 25 1370 100D 0.891 0.84710.84710.67810.678I0.97510.97510.7961C.796 2K x 2K 0.1200 3.76 1.70 5.59136 1224 720 36 1469 864 25 1700 1000 1.110 1.030 1.03010,820 0.820 0.96310.96310.97510.975 2%x 2% 0.1250 3.90 1.77 5.80136 1274 720 36 1529 864 25 1770 1000 1.150 1.060 1.06010.84710.847 0.961(0961 1.010 1.010 2% x 2K 0.1560 c.7612.16 7.08136 1555 720 36 1866 864 25 7160 1000 1 400 1.250 1.260 1.0001.000 0.94610.946 1.210 1.210 2K x 2% 0.1800 5.4012.45 8.03136 1764 720 36 2117 884 16 1568 640 1.590,1.3:011380 1.110 1.110 0.9341 D. 1.350 1.350 ?K x 2K 0.2500 5.59012�3 E.321 36 10.80 25 162E 720 35 ?1361 X64 ;6 1619 3�0 1.640 1.40 ;.42011.11eOI1,14010.93010.900 ;A00I:.�00 7.1500, 25 1932 00 6 206 0 2.0901 .690 .690 1.,50 350 0 89910.8..91 O1 0 0.0950' 3.6811.67 1 5 4813E 11202! 720' 36 1443! BFA 125 1 1670 11000 I t.D801 7..500 i 1.50011.0001 1.0001'.18011.1801:.17011.170 �'1200 4. 712. li a 1490 720 36 .1788 660' 25 7070 10001 ..25UI1,63Ui i.630201 :2011.170 1.170 1.440 1440 : 1 3 x 2 250 1.7512.16 7.07136 1548 720 36 1856 864 25 2150 1DOD 1.40DI I.9D0;1.9001 1.260 1.260 1.160 1.160 1.490 1.490 3 %2 10.1560 5.8212.64 8.66!36 1981 720 35 2281 864 25 2640 1000 1.7101..21101"..260 1.510 1.510 1.150 1.160 1.800 1.800 I ( 1 1 x3 1 0.1800 6.6213.00 9.85.l 25 1500 500 25 1800 800 12 1440 480 1.950,:5201-620 1.880 1.68011.140 1.14012.07012.030 3%3 1 0.18751 6.8613.11 1C.20!25 1555 5001 25 1886 600 12 1493 460 2.020(2.60012.60011.730)1.730 1.130 1,130 ..10012.100 8.80 2.99 tJ.10;2C 1596 3 x 2 1 0.:500 400,20 1915 480 12 1915 480 2.59013.18013.160;..100,..t00I1.10011.10012.61012.610 3kx3'R 0.1200 539'244 6.02125 1220) 500 25 1464 6DO 16 1562 6401 1.590j2.1180 2.980 1.7DD 1.700 1.37011-17011.09011.990 3%x 3% 0.1250 5.6012.54 E.33`25 1270 500 25 1524 600 16 1626 640 1.650 3.09013.09011,780 1 760 1.37011.37012.070 2.070 3%%3% 0.1560 6.8813.12 1C.20126 1560 500 25 1872 600 16 1997 640 2.02013.7101.3.7.1DIL,2.120 2.120 13501135DI2.510 2.510 3%x 3K 0.1800 7.84 3.56 11.70125 1780 500 20 1709 400 12 1709 480 :.31014.18014.16012.380 2380 1,340 1.34 12.840 3%x 3K 0.1875 E. 3.69 12.10 25 1845 $00 20 1771 4B0 12 1771 480 :990}<.29014.2BD12.450�2.450 1.340 1340129302930 3%-x 3141 0.2500 10.5014.76 15.50,20 1904 400116 1828 384 9 1714 360 3.0901'`29015.211013.02013.020 1.310 1310'.3 69013.890 4 x 4 0.0950 4.961..25 i 73E130 1350 6001 30 1620 720 25 :250 1Do01 1.46013.66013.680 1.8401 1.84011.590 1.5901:.1301:.130 0 .t 0.1-200 EM 2.81 S.23 30 1686 600 30 2023 720 25 2810 tUOC - 830 4.53014.530':.270 '.27011.580 1580 2.640,2.640 r 0.1250 6.4512A3 9.60130 1758 600 30 2110 720 25 2930 1000 1.900 4.7004.700 :2501.3So11.57p 1.570 2.740 1 2.740 4 r t 0.1560 7 Se13.60 11.80130 7160 600 30 2592 720 16 2304 640 :.340 5.67015.670 2.840 2.940 1.560 1.5601334D 3.340 4 .4 0.1800 ^L714.11 12.50125 2055 500 25 2466 600 16 2630 640 2.670 628016.380 3.190 3.19011.55011.55013.780 :.780 A x< 0.1875 9.4119.27 14.00 26 2135 500 25 2562 SOD 15 2733 840 2.770 6.5901E.590 3.3003.300 1.b4011.540;3.F1013.910 4 0 C.7500 1..2015.531 1E.20116 1770 320 16 1 2124 384 12 2854 480 3.590 E..?�IE.:2D14.t 1014.110 1.51Dl1.51019.97014970 b x 5 0.12001 7.8113.56 11.7011E 1139 320 16 1367 0M 12 1 170P 4801._,1019.080 9.08013.63013.63011.9BD1 .9B0I4.2DD14.200 5 x 5 0.1800 11.801:.22 17.t0�is 1670 320 16 2004 384 12 2506 4801 3.35J112 90112.9015.1BD15.18011�601.96J16.07016.070 Alit5 0.1875 12.001543 17.80116 1738 320 16 2085 3841V 7805 48012.52011340113.4015.3601'.36011.9501.9501E.2901E.290 �x E C.25001 15.6017.08 ::201 1E I X66 320 1; 2039 288 9 12549 3601 1.590116.901 IE.901E 780 C.7 1 t I 1_92018.01018.C70 I BO .920 - ED -C RUQ J ['J� HI ASTA- : 00 ! AND MECHANICAL STEEL. TUBING AARUIC � iJ t--�• SQUARES & RECTANGLES IN GRADES A, E and C EXCERPTS FROM ASTM A-500 SPECIFICATION— Towrenm, plus anc minus or, TOLERANCES IN I LargerLargerCoutesae OrmOnsior •nosy flats In IMM) ImTI OUTSIDE 2,112(63.51 elitl limper 0.020(11.511 DIMENSIONS Cover 2.112 tc 3-112 163.5 to R8.9i.Incl. 0.025 10.641 Cover 3.112 to 6 112 188 4+to 13b.71,Inc. 0.030 10 761 uve, W1.1(135.71 1 percent n oteranplls ineluoe elrowanue to, convexity or eonco-tv.) TOLERANCES IN WALL THICKNESS Plus one menus 1010 o1 nominal tnlcxneas, exclusive of vWW ern. J I ' ITOLERANCES IN I Plus 2 rn. 150.6 mm) Ono minus Zero on oreareo leripths. (This is Maruiehi's private stOnoOrtl tourana. It any cloaer LENGTH : tolerance Is pesnad , Owase br sure to weeity that in u vour induws or orcers.) TOLERANCES IN I in, Total Le Coln In ti, 11'd x STRAIGHTNESS : —_6 SQUARENESS O Atllaoemt sloes may oevwu Irom 9L dV plus one minus 2' hue. SIDES CORNER RADII The solus o+ any ouuioe carnar small not exaep three times I,*. apecisrec wall threxnen. ,pecilooe Di"nsion of Lorrpar. 5100 Maximum ?weer Maximum Twit: TOLERAN17ES IN in 3 1.- or. it 1 m, mm TWIS` -�- 1.11: 13E 11 &net umber O.Q5U 39 Cover 1.11.2 a 2.112(38.1 to 63.51,incl. U.062 1 T Cover 2.11';to a 163.5 to 101.61.mc. 0.075 a° Cover d to 6 1101.6 to 152.4),incl. 0'087 2.<a ..78 Civet,F so 8 1152.4 to 203.21incl. 0.100, 3.11 Cover 8(203.21 0.112 Groot A Grace F Grape C CHEMICAL I C REOUIREMENTS I 0.2E C.2E ` IHEA ANA.YSIS) Manpenne maa. '1L Phosphorus.max.,% O.p4 0.04 0.04 0.05 O.QS 0.05 Sunur.max.,A ----�'� Grade A Grace E Grace MECHANICAL PROPERTIES: Tensile smnptrt,mir,Cos. IMPa1 : 45.000 1310! 58.000 14001 62.000 I<<<^71 f ww point,mor.,psi IMPa) 39.000 1269' 46A00(3171 50.000(345) Etonpanon As lopecilletl m A•500 m9011a110n. WIT ?-A.wis ,,,��•�'r-�•�/�� ��rlrYrr irk �— �0� �� w.. olti r r / f fi , -•ate r��'"r✓ fes' �ef�L:'�f?'"� � r 4��'s`' �i" _ - �• , Section me eectioe o' MARUICtuornc coming ��'�'- i bu• of the n0 newivtsropilsnec ��L i r �-_ ! luelemaxsnp line a: SOKa 7w ( E `�1fir?1~/1 Ei � ■ r Plant . •, � :claw:ra. PERMIT # PLAN CHECK # BUILDING RECEIPT NkME: DATE: - ADDRESS & IAT 11 & SUBDIVISION NAME: /C� /d ACCT'. # DESCRIPTION AMOUNT 10-432 UO Building Permit Fee,8 1,16 10-431 00 Plumbing Permit Fees(,,, 10-431 O1' Mechanical Permit Fees 10-230 01 State Building Tax Cj (,4/ � �" 10-433 00 Flans Check Fee 30-443 OO Sewer Connection (20%) i O 0 � 30-202 OJ Sewer Connection (80%) 30-444 00 Sewer Inspection 51-448 00 Street System Dev. Charge (SDC) $ 52-449 01 Parks I System De . Charge (PDC) $ 52-449 02 Parks II System Dev. Charge (PDC) 31-450 00 Storm Drainage System Dev. Chrg (SSDC) _ M10-230 09 TRFD (95%) 10-435 00 TRFD (5%) 10-230 06 Washington County Fire Al (95%) $ 10-435 00 Washtngton County Fire /1 (5%) $ 10-220 00 Ana rt/lied ge400d $ __ TOTAL /.1 ` IMP h' „ S (br/t214P) W1W11RJ! PERMIT # Aujc& si PLAN CHECK # —_ BUILDING RECEIPT ADDRESS & LOT # & SUBDIVISION NAME: -- .�,(�, (401AoM0 AMOUNT ACCT. # DESCRIPTION 10-432 00 Building Peemit Fees 10-431 00 Plumbing Permit Fees ��• p 1.0-431. 01' Mechanical Permit Fees 10-230 01 State Building Tax 10-433 00 Plans Check Fee " 30-443 00 Imnow 30-202 00 Sewer Connectionoo,� — - 30-444 00 Sewer Inspection - 51-448 00 Street Svstem Dev. Charge (SDC) 52-449 01 Parks I System Dev. Charge (PDC) 52-449 02 Parks II System Dev. Charge (PDC) 31.-450 00 Storm Drainage System Dev. Chrg (SSDC) 10-230 09 TRFD (�) — 10--435 00 Ano t0-2P 0(, on County Fire #1 (95X) _ 1.0-435 00 Washington County Fire 01 (5%) 10-220 00 Amart/Wedgewood TOTAL -- (hr/1214P) Pi-✓l"a ryf cr�n�-t S - k3� d9 '41 a CA Sc w e. - ! g c�r�• 8809 70 8�9?5 6eOW 6 880�77�3�'�9c 19116164 88/,570 88/580 881 '590 88/6Y1l-k. 20 1(o/j�j� 39/571 1581 / 317/ 1601136401 21114170 /-57Z. I S82 /5 92 16021 l6foz 2 2//6/7f- 1573 /.r83 / 5 93 1603/ 3(�Qo5 ,23116178 137¢ / s8f i .�.9¢ I&C1 J(o404- 4 //6i8,;?- 1 -51-5 / 585 1-59,5 lws�sro-105, 2 S 1/6/8¢ ,/ S 7A6 /Ya5 /596 16U6/364C)6 2611,6186 / -577 /sc?7 /.59' 160:/364-07 ,z r /16/9,0 / s78 15(98 /S98 /608/�6�09 ' z.-s /161 9¢ 57 9 � s89 5 99 1609106109 Rem , 116AaO l 3 SI92) 40 93 ,z S, o yys 9y� ,. � �i 2 9fc) y';� 9 '/006 5 la 00 ( 3s 07) (776 y771-K5190 8 � / No. ,8T-' PP lnl:5�, S-P cesY,08.30) 67/,�.vo) (/69u�) Cr g89S.0w) f.F/368 OP8/369 ,p�'/37/ '72/35- CPd- l! ST13f. 8�i��z �yi4� /3 .Sy6 5?3 596 8 88/39 88/40313VO 8J'13 77 6811k41359,70 /4(0 8,36-08 88/3 9& 68/AD5 /359 7/ 379 e�13t3f3 esu YJ/9a� 9 /6 ' / /S� f 8/3£�U Sd'I33'y 5; p�'/9o7�3S9%5' ro / 7 8 /e 10160 - P 1��� 8Pi3 9/ ' s po"Pv Prim wry /C',-r>:�'-fs - k3/ d Plrn� �r�ech Sewe,- ;3 I dg n/, 4,1lr: X380970 8c9DW i 6eOW6 880977/.35/90 t-116164 891570 86'1 S80 881 .5910 88160)13 yQo 20//616 89/57/ l s8/ / s9'/ /60//3640/ 21114170 1572- /S 8 z /S 92 idozl 16f oz- z2-%/G/74- 1573 ls?3 / 59.3 /603V 3,�40 ,z 3 116 178 1-574 / s8f i .3'9¢ IK 41-76404- ,2 4 //6/8?- /S75 / 585 1.595 /6uS/364G5, 2 S llwylf i S 76 /� 1.5'96 /E��X/36406 2 6 1/6/80 1 -577 /S87 1-5917 16071'364-0 7 /6/9'0 z-s 1/6,/9¢ / 5?7 / .S'89 5 99 1609/$690 Rec , bmao 45oZ 32 i CI)o cl Ap 71 52 3 30 x4X2 0 '74� 3,-1j . r, 00- I LEN t N I•fH 3Etl1 C X O n 0 3 A C 9 1 LHOADi 'TILE I.+9fR J.ICPIP i:nN D[D iDt{CAITEPIR j NEPSA FORCE NOR Me it let-'I2 LOAD 1C•811 fOPC[ + 1 int Ol ONR2'1 1.7Y I.J FR-TB 11891 FT-IN-111 OEFTH 1N 1FI.Fl 'R-TO IL891 l-1 �% { 110.2 O.t.l. T4►CX. 1, 23 P1F Init 0NR2q ].:Y 1.9 S- S .%/ N0.2 D.F.L. OL• 7 F1 J •N{! DNoM 1.it 1.I 1-2 Ilea 1-3.0 7.D00 AI.4 '2•B. 3010 1- 1 22{ 40.2 O.F,I. SOT CX. DL. 10 ?IF 1 I!Ili Gna20 '.:M .•.) '-7 BOSC h 9 0 J.;1Do RL0 I)-4 129t ALL X181 :)4 NO.i O.P. TOTAL LOAD- 12 PSP 1 q Hl ql eiNa2O 2..`Y b f )- { BOSC 1.1-0 -7.000 860 1-e. 341C J 'I 1'IC3 GYR23 f.11 Y•0 +.251 1-81 1-q 1103C 9.3-0 -7.OD0 11,4 ( 3FACtNO.24 IN. C/C +I - 9-N 192T 10-0-0 0•JCO 20.0 JC9'_N 5fCC1. AOR Ltoot NvAL PLRrt A- l 1321 l3-0-0 0.000 20.8I IAFUT OCFL, L1210 l '•a K, Fpl,tN 7PgtE• 0.0 FT. RR%. UhORAC I+.•CM. LEN.- 10.0 PT- 'NCR1R1F11p1A DCN11 .•+PLrN000 IHEATMI41 REOUIREO ON top CN TCHLl- 11 NAR• IS iCH L!•11 BCN L9+0 MAR 1IRCMOIA1!111 MC911 AA1 AIN HA9 MIN I 04820 I49 112 IB) 142 LEFT O7EAMANO.2-0-0 PI OMT BYEAHRNO•2-0-4 PRECISION ROOF IMSES,INC. 11550 5.6 J011010 Street ' CLxkama{,Oregon 97015 a TeleOhont 650!�2983 u!CS?A,,DAID 29.12 SIC1.75 191!A 39 QUALITY AUDITED GTI-wc:rcHH PORTLAEIO.OR O 'Nr "-nC99EPO HEACT IN 11 I• ._....._..__. 20..(1- 3 s Rlo 3-Is I j cRHREA• 0-1:! f l i 93/!4,47. LOCI II � �.'J � opwrn�uN�rs p�r�„or.Fffi pNvT M1! rt ui VIC At � l�++'IUPSNO�•NptIDi4•PPF.� �r,r Cl)SN K Nor!•W440 O pf tv C��°iXD8.61Pt55 db SHEETg . A4 I `` t 6 E CElvEU Of u ` I� y W Z,W Lo a Lkh,4 Pte l LAVIII ' ►� _' ' w Cl 11 PI A . 1Jh11f uGx (�.zR-Pti�l (aefu, Uf ug•µ" 14 4ih�4P¢ +� , 056X• "���Jf� l F T Q ` lT1v�+- Al r P1511�►s►�tQ• • �'ft� _ I I _ PuLL � AT7oN RF"AKG6ASI5 � _ fJ V'rlSHEET =ese Go� .I`t• t F • r r6 r �� of i o � --- Z W O 4 oir is -fir. 9u Ural( #w IS Snri6PS TO of Ck f r � 1 i�►rto oP bfiF ® � -- I � -� t.r. Xte P