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14020 SW 72ND AVENUE-1 1 y�ala y•t 5 1 ADDRESS : W 7, ;i rVecordsVnicrof ImMargets\building.doc C M, - .�� �' ( I I IIIA I IIIf 11 ltll IIII+ �� IIII IIII II!I (III II ''"`ilj IIIIIIIII ( I I I I I II I I IIIIi���i��i,i�i•� i ,,,�� ��tl i,i+,,,,� ,,�, LEGIBILITY STRIP - 0:i cm 3 `= J 10 I 1 12 13 14 16 17 le 19 = � c3 214 c 26 27 c ":= OI 9 H�NI o lOZ .o I I I I I I I I ! I I I it, ! VIIIIII III I I1IIIII ! I ► IIII I ! II(�L1 _i !,II ! .: , . .T . .. , . . . ,. .. . � .�.... II�i ! ! I! Will oz } { . 1 1 A z . uj Q 3nngn��N CG M$aem z �n W aI I PP r;7-16,F I 4 aj , i ,l i r Ad Lly lex I-ZlTp 0;, WORK � z2 ,Q rx rr, CITY OF TIGARD . 4 o pmvgd dit Ifw Aranrnva+�! . ... ........ ................. CQr ........... .I rwrr only i'1PL 1. See le!%( . . ... ....Job ... ,SGU F-- d BY: Date. a Ln 0?T H = (= F cZc� .; TUAIATIN Y"'" F:A: MARSHAL RFr'C,t, ' APPROVED . . . . . . . . . . . . . . . . . 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NANGIZJIL Ll�IKL W�G1�Lm MANGAAIL. Ls•S�a'a - Ai '�O7 •4LTb PE11L CONN. -- ( ►•307 HOLT rf,Q CONN. w�U)1fIA•joIOOLT r" Goy1M 0 r 0 I - I I 11 FiQAR N -h I WALbkWA•( N • ' J 1 Y I Stn& ; ,0 � TEAR I,I•NAY "� I< 2•I'L I • REAR I +I I� •� r w i E N-WAY in d1 2•la ill REAR w•WAY I RL.R ((� Q• 'ti (r' I • I I` IN LALID I-rk UrrtlGur ' • FACE TORSION -�I K8A•R ID I 0 __ I 1 1 IA I L$OG•eR LC DG ER p F.GE REAq 1 , -0 , I FAGS 1 I L6D4E:R: I jp GACG I N 1 1 I ' i j I 11 I I UPRIGtIT 0 I p 1 0.0 LS: V TR N R r I U.1 UPR16 WT t(1 • UI J S I C.o II I) W W1 ' GTRI NISEra f.1 I 0 LL � II I� _I <I , Q CTR1rJ Ci!'.R , 'I .' LLI CT0.1HC.4Z LS "& 0 LLI 6Q AGBL3+3x'A O p Cl p'I I I _ GLIP ANGLE - II Vao�s)1*lea�o n. OI r 1 wfW44A•soT 'Q CL I r A NG L6 �ToIDLTS�R C.OPIN, O -L?DG2R. I I F"-04T W-wAT I + - `t CLIP ANGLE i X 1 gp�X4 i al Cllr .uGLE ' W II T \ I I I I 'I 3 f.l A•soi reoLrs I 1 N I I I rEFt CotIN. ' LOw�2 I 1 I I � G7vE4 I � 0 U P ct I G F{T . 0 I r1 R E f2 CJI 'l Ul -r- uAr W i• REAfL w-uaY l I II ' I 1 RGAa_ u•uAY I I I ; I J Ir I II I 1 1 I II I (_0NCI2GTEI II II 1-IG•r3 2F.A0. w-...AY I I I w6•g y 211 J Ar4A, , PROM PIPE ' I I r , 1+ I LGDGGIi I �' CPRIL4oEtz C I' GRADE I , I I roRSIow I CStG Der.) p TOR610N• DET' 3 Q •- -.- —---_ — ---- - ---- --- „•, I � ry I I r I I I •N ' I N iL)tl Q 4.115 Nt.0 LT 6 I ` APTtON pp Aprtow /� CJ • v O ^ �_ > COLUMN PIP-t 0 " I 0 0 .o O AartoN�� , - _ y • (± Fr.'.ONT FMoWr •tni� FRO!•IT F40NT I; u �I �� r a r II IU.L.,A.Y L•E:DCs£R i' ' 'O la IJ•►IA`( LEDCrµ ,1 •'a FROM .I '0 ,j toI� I ._ .� MAXIMUM G.1 r o a a - III F t1 r a o�rT �; F '0 < w-kJ A, ) < pip:, Sit- ty ' F N n ll ,u Q w-I.IA•Y N Toaslp►f ► I II II I li l.3J_ /1Ls i/ :9 t- �( I �s 1 -1 TO R s I ON _ i 11 I -f------ V r ',^ wc•9 �la•3 �I I I I II I 23'-6" 30 0x.375 41 DE' L SIV i II I I i E 1' - car. +,� r DEr ' •----- -- - -_-- -6 3ti 0x.375 35 MCSYrI) DE L �j �- 1 I I FRomr -0" 36 0x.406 62 12 3'-1'Z I'-6' II b 1.z• 1',{jIJI 3'-I's 1'-6 J IISg I wRlgS I'2 . 3_I' I' (_I T'8 I 11-2' —_ i'i '-I'i I 11-61 I 9 L LE GER bE r �� bIA - - I --JJ - 1-1 FapNr LE Iar�R ,•--- -F-- E L V AT l N lxe 'At'.E� _36 0x.500 45 - _=-_=- 7l ' •6" 36 0x.562 51 TYPICAL SEGT•tON (1IHG-LE F^GE 5 ' ,'�� �"� � l ��, 1_ SEGT10 ;-i �/-8U L-DS T�iRU 3o'-,/ TY PI GA L SECTION C �° �V- TO bASL4 a -E - -- - - FRONT wALKWAT ---�-=-^ --�__-..- .__ .-- =.z•��_-- -- �L.TERN ATE SE�T10Nf ( +.aC.,�c T'o �AGt�c) — — li RS Ali SPREADER TABLE - L�»c2 I:Eh� 'wAL t.JAY UPRIG++rI 6) SPREADER A-2101 16aLTS FOR TS)D OIL '\/ I GJLAJP-t roR51014 (5) 'a 320 UPr2tGHT" r U PRIG-µT „ 11 SPREADER _ l 10-75 Foot SF / I DIM K _ BEAM SIZE INDIES L SPECIFICATIONS •, ' — -- „/ � � WIZ,•l d _J /t/� .cr-- ,.�H � � •�I -*, CTJDL FnOT•IItC I rl yl I ?� I V— ` COSIGN COWLOAD: 30 PSF N 1,1 �c. r2` q /` y, nj rO RS 10 N —'.' 1 N A_ - J u I a c: I I II I 'gyp + t"+;; THRU 5'-0" W 12x14 MON : cl�rrotr v11H 0 i ' II' r'i:>v •_'•i { I Q (I I (6) ':.¢ S2S - - H.JLC.L UtIGN oA (3' W,DE FRONT WALKWAY - 2' WIDE REAR WILKWAT) 20 PSF I'�� 4 5 8 4 Iz % Ts 5'-0" 12' 9" W 12x26 �`� �� �TM s)c ' !!! 1 DEKLO D (SIGN FACES) 2.5 PSi �tit4 ROLLED SECTIONS ASiN A-36 1{ S II 4 r III I _S EG T 1 ni N 0i-� D F1tPCTlhlt AfTN A-St 1 OR A 252 GR 2. OR API .. Str .5LJPE :.04 =r�E I l0'-0- I ' 0' All -f/RUCrIRuI STEEL fNAll BE FA1RrC7CTED AFAT CTTEtrc>T a0011n71N /0 urflr AIRF _ _ _ __ _ _ pl ( %� Ft'F'•1bNo-L ^A vIAY Fp0FT �, pE I - ®'O 4 'O SPECiFICATIONS AND SiANDARD PRACTICE ��yy�,,,� 'S SPREADER ;�AJ.VOLTS 1 R lt: MIM, COMPRESSIVE STRENGTH OF FIC •_ ^�-aI B 26 OATS o O I - _ - r 1 I t00. IsAN WltlalA I l3 0 I I '6• 8 O 4 •la (t 0 PCI) L SLUHIP (MAX,) +ia1Lti u�_ _ •' 1 s I �I'I _Y 1� II' I �S�`6 SPRL�tDaQ ' (�11j 1 - --- - ' -- T- ' �'- � �2.Oti •�e. TI►gL.e) ONLY ,1 I v S Rfil�il�lCj�l is MELDED VIRE FABRIC G R 6 114 If W, 1 - - 0 .r I I I o 4 b 20'-0' 12'O 6 D 4 -O 4rEL01NG PODS: ASTM A-233 E 70 SERIES LOW HYDROGEN. CUNT WI TN AMEMICAN WELDING SOCIETY STANDARDS. X ' II j I �- Zs'•Qr BO�T�: All JOLTS TO Be 1/2• DIANEIER U.N.O. AND /NAIL CONFORM 10/1=r11 /Z='JI R16R IZ-d -0 4'_ STRENGTH BOLTS SHALL CONFORN 10 ASIN A•325. ALI. ZINC PLATED EOI.TS ferKl CO LITH iO Alm Y� I asc r , 1-633, MOST RECENT REVIfIOM, IN BEARING TYPE CONRECTIOYS YMEi fNREADS AR[ MOT REQUIRED By 3 ? w I4• c PAZ.) � � �' 30 -o- I d l 0-O 6 -O �:� 2- DESIGN 10 BE EXCLUDED FROM THE $NEAR PLAN OR WORKING IN TFNSI(N, INSPECTION NIM TO ON +�-,y,� ',I III '� �;*� '11 I'I hl '!�n v;�•\C „ P_ I DURING INSTALLATION WILL NOT BE REQUIRED. TIGHTEN SOLUS PER AISC TURN OF TNG RUT ,EINM -r 1 P I I 14 20N� i 1, 21 I, I7j"0 10-0 5 -0 (1/3 Oi A TITIN PAST 1 fNUO TIGHT CONDITION.) Y ,,. yy I >c, •o• 1{ I e�4>e ( x0'2 T' 4 !' _ _ 1 - �I /� '� �.�(�"3i:.•:+ '•,. ,q 'y �I♦ .'� IG I8 1 8!S'►1.1,Tbpl-TS � I Q � I ' ROUMo �CV6F rrG: EMIEDMENI DEFINE FOR /OO11N01 DO MOT APPIT TO L!)GIilOM1 WIER[ �t.lf 0/ 'r )� "' ? I 1 a >alo + I LO'-0- THE WX1 WILL NOT STAND WITHOUT SUPPLSMENIAL SUPPORT, a WHERE UMCOMPA020 FILL 01 01RAIIC --- -_- 1 fi!_: fo SeA►T W e I i l0-lo S-3' TOR6foN , FILL EXISTS. DESIGN LAiEIAL SOIL PIESSUt! FROM URC TABLE 9296 • A00 PR/FI (i01L L rRG1+T I ONLY. I DIM r{Q'' I Z NI : IS'-0- R,3-(a' IQ-(o' S',3- TYPE-SANDY GAAVSL). YERIFY $OIL TYPE DURING EXCAVATION. NOTIFY ENGINEER,Of ANY DISCREPWI L-St-Gari I SECTION @-8 i - - .. , a EXiEMO COLLUM PIPE TO Doll ON OF FOOTING —r - - t�Q I G NT- TOR510 I�I �r �_ ,"If 1RECTOOI SNALL VERIFY ALL DINENSIONS AND CONDITIONS IN IN[ 1111D MIMI iUC$ION ARM , NN.GTIOi-1 ( BA'Ft UPR IGNr- SPREADER " TOr2StOti1 CONN • O -I � - SO'-0- 14 -(p 10'(0 y '3' i I1T ENGINEER OF ANY DISCREPANCIES. IRECTOR S $MALL NOTIFY EIGIN[EI IF ITIXt= 14 " , — ty , LOCATED M[AI BUILDINGS. r0 BAGt� O2 SINGLE �V - buIL-D) � I -�, SS •0 14-(o 1'-0' S-{• INC ABOVE NOTES AND SPECIFICATIONS SMALL MEET 01 EXCEED ALL STATE ASO LOCAL EAD9,� PL A N v k E W CBA "1- TQ 6 At K FROWT :AGC V 1 _ _ REOUIRENEMTS BEFORE ERECTION. - --- =-c_.— -� - FEDGE0. m'�11 I to -O 15-D I I-t*J 5 -(a' iNE UNDERSIGNED ENGINEER WILL NOT SUF'EAVISE THE FABRICATION OR ERECTION Of THIS Ii/UQT e. r II -r=COh1- t�-0 1: ` N�LKw�Y •: -UrR1GI+T- t)i 11 i -O )�D�SWl7�N�� �/u� to _ 1 �-PRAM - "' ► L 3 r�`,N G`,` ; L f- ,' .1-Ll ACVbTD-F00213�G 4 'O-4t y FDR PR,�NT 4J-yA7 dw 1N/C-21't C.T"rV K 1 wtLOINED w1a1s rAelal lI(%o& ,*�oAIZr A-bol gbo�3 ExMNoea 1 F0m;-x� 4x4-w4* wA 40 CNGTw F�711vO�TbM A. L. PAL LJ_LDLD I OR REAR u.LlaY PLG M� c SIDS Gt COL�JH�1 ) 0 ANGL—_L f 3 14 rG c G2A7161C_ � oE?TFi 'OMAlTc7t 1'La��/£� 0.�• ` %•l7R 3-I'z WIDc ¢QDN1• W4LFcIJAYS. - 77(-4- LL I•!' 1+ �\y�•\ r ••f�/ h1`,U ,?'� 1'� DCC 0.. F r-OR.1.0 P Q.�-1•tG I.I I 1 u�LlcuArS z < lo'-o ((i-t7 4'-O' li = SECTION F- � :p-, uoLTa ,� + ~ � ~ ,vtl5� g-0, ���E�E t A�Fffio 3 TD 0 toT_ �\ A,%OVt ° _ I 4 -O �, ��G lIQ , 20'-0" 1q'-O 4 O' 8363 'p r _p 9-i� TY P I C-A L N A L K W 4,Y b E T rA I L ; — This pont Is the property of RENAISSANCE .•y ��, { f I : f( IIKIli♦ L'K 2 S ECT 1 O N .a--� 2!'-0' 26-C, 4 -p' MEDIA GROUP, INC. Professional seal valid CEA Ti f �; �i• A-as, 4OLr% _- ___- OREGON Lr-04 e2- N ual NRo'o only when fabricated by the above It is ✓�j c, i , �''" .•+ -SPOffADER I 30'-0- / ` 1 I I Q t,� 4�� 1- T0.v4S p�L-r CU (3 E F J oT I rt C, 2 ; 0 4 -O` provided for permit purposes only �','�'f?OI s1��`+ C.OLUNN Ili I t- ♦ �. I GTR�UciF. 35'-0" Z7S-O 4 O- CAS ► La-b. A � Any other use or reproduction Is prohibited (__ �1 TortsIow 11 ra NSA,; I - . W-00 14-0'=� -- - i 4 I - ^ - I� I - - `-' ' 1 -Truss Walkway `3 -o» 4 -U• RENAISSANCE MEDIA GROUP, INC. �jI 'I ANGLE Lt•) - qL - ' u •p••`. LW i$ 1/2• J-boll, each C.Rourov4R _` •` ---•j, �E7 - ♦ 0 rnlN , u�cK)',� side of walkwu SO'-0" ZG-o' 4'•0 \\ L,v A j I c 1 1 TONT A Dol -b a. q y- 1 '�`_,`�1 �- `�X1' `__ I �' "-` h{• Ifi1 le I� E1� �' kANaitA11_ I f"�' 1� f— Io'-o •�'-o +1. ORAGi. t01+sIoN --• � 'T �=� _ CUSTOMER - - ----- ---- ------ SIGN LOCATION S Ls �. 4 Ao•�� V1 i,TRtNGCR s ►1a :..0. �5+ :4•A.� 1.1/Cal':p A•bo1 •' L , -----. - - - ---- -- - 9oLTs [� c�1+w. 1- V/OX9 5S -O" Zq -f7 4'- It - 0 �� L)PFx I G wT Q G E T A I L N D E T A I L �_,� � ►1 '-" - - - - -- - --- D C T-A\ t L- L ce 5'•f e(llq i 4,4 48 SINGLE Po Sr Sa '>>or G E►-1 r G R H o v rt T GU.,1 P I.H IiLG U�rl Il1NT � L�•�• d Q % SINGLE oil WUD F C i A,fi Ri A'S01 40%.r& Ura UG Ur f STRINGPR 'C v_A E E A. %-a C, i uPralcar I^� ` L�•s•� .A "C_VK Tp 6A C44 oR Illy .I� T 11.E I I UPialCNT I r-- ( �� _ I �� ( FtoAM LADat¢ C ♦I I 1 �� 30'-0"LmAK y-_ lJ•i_Lb RMG ° a! � R`z _ ► aeAR. GLIP A�N4La l,l�l ;1101 N. CENTRAL AVE. rl L1)p!n :111k P.SL n CLIP ANOLE • .. ,. a,•� -� L�.3-'a .c- 14 w/Ct) ',� A-sol aMY1 Ii i+ SUITE 1030 PAINT DR CH ' t + olr` GA' �` PHOENIX, ARIZONA totUM04 t ''� w/Ct : A 0L S GA, Lair.i ' LI P A1411L. 85012 NOI..E SIZE DATE - PLA til _� _ PIxON7 1 PHONE , `� I �. W f— r..V I L �� Leocta i��TSR� A•101 (802) 230-8834 TIM Ia- 3- 199 O a.. Ltc ,�S NO � DETAIL COLUMN - TORSION SECT ION M- M SECTION [ - E FAX JOB NO Siff NO 1 CONNECTION —' -- SEGrION - � DE_rAI L. (802) 230-9071 R_ q0- 009 loF 1 , � t mw•arc,.FR,. �771 LEGIBILITY STRIP C-0 2 3 4 5 8 7 8 9 10 1 1 12 13 14 6 17 18 19 20 21 22 23 24 25 26 27 2e 29 30 IIIIIIIII+I1IfI'IIIIIIIIIIIII1III I�IIII�111I,I1I'I - I IdJL J.M J.�ANOMI o 1 O Z I I I 1 � .-. .. n..r+, F.. .. ;.':'rym�141•il.11FNh.�'».. ?II` 'hifi .•RP' .... , ., ... wiNg .... •...""'+I�„C9�+KT1!'!1'e1Rll!}Q".{"S 4'ty!':n. u«.ts"'n,'R•`i a,.l„�,,,snr'f.. .� : e.., '•,t ..._. ..� .. ..... »pfi+ _ .. ,. ., y. '-„ -., .. ., •1�., .'�e'fes 1 r t5 If-) Ft � �IFsT,. .`ir►� r��� fi 1-r� C ..JGy TEMPLATE BY TOWER MFG. r (3) X13 TIES AT 3" O.C.,THEN i (4) X13 TIES AT 12" O.C. 1 44" (8) 2 1/4"0 x 5'-6" ASTM A615 GD75 - _- - OR ASTM A354 GD BD \ ���� j i,-��/ �j �i,�� I `{ / (14) X110 AT EQ. SPACING ON 42" CIRCLE STRUCTURAL NOTES MONOPOLE MAT FOc.iNCA W/ 12" OF 4 1/2 THREAD PER �i;Z�/` /�J'����\�, `)'\\�ji j 1 I W/ STD 90' HOOK ABOVE BOTTOM TEMPLATE © COPYRIGHT 1994 E CONTRACTOR IS RESPONSIBLE FOR VERIFICATION ANU L.JKKLLA IION Miller Consulting Engineers,lnc • _ 11 I INCH THREAD AND 18" GAL'V. o : '\ 'i✓ ! � .C�\% I 2" OF ALL ITEMS AND WORK NECESSARY FOR COMPLETION OF THE PROJECT AS AT TOP AND 6" THREAD ON BOTTOM. I #8 AT 8•' 0.C. I �� i 48" DIA. PIER INDICATED BY THE CONTRACT DOCUMENTS H S OULD ANY QUESTION ARISE 4111(� 3 w EACH WAY, TOP II " / REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE S__ -- AND BOTTOM /� 2" CLR. TYP. COP"TRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE / 2" CLR TYP. ENCINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF SUCH - --. -. 8' x 14' 1I \ REC'UEST SHALL SIGNIFY THAT THE CONTRACTOR HAS TOTALLY REVIEWED AND I ( CONC. PAD n I - - --- - Ij - FAIVILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS • Y � �— • COMPLETE COMPREHENSION T 1 TEMPLATE B TOWER MFG. a ENSfOPJ HEREOF. ALL PHASES OF THE WORK SHALL r, i ---------- \ —.. COI,FORM TO IHE STATE OF OREGON 1993 STRUCTURAL SPECIALTY CODE L -- - - - - -- / '`'+" �-'y I --_ BAE`ED ON THE 1991 UNIFORM BUILDING CODE. THE CONTRACTOR SHALL BE --- - -L C - RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING ° CONS RUCTION. � \ °° M LCR r • • (•` • • • • • • i • 1�6" 2. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE -pl5 AT 12" O.C. cc FIN�SHED STRUCTURE. UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO C 0 N S U L T I N G 2 _ L S- -- - - - _ -- f NO INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS, ENGINEER S �o I 1'-6" THE CONTI?•CTOP SHALL PROVIDE ALL METHODS A"7 RELATED EQUIPMENT NECESSARY TO PPO'ECT THE: STRUCTURE, WORKMEN AND OTHER PERSONS ANI) PROaE R T Y DURING CONSTRUCTION, THE CONTRACTOR SHALL, AT HIS C84 EXP-_NSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE SITE PLAN 2 ANCHOR B 0 T A S S E M 8 L Y �� `v. - ' - I I I I WH-RE AND NOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED 9570 SW Barbur Blvd. I I ANI) INSPECT SAME IN TSE FIE_D. ANY MA'ERIAL NOT AS SPECIFIED OR Suite One Hundred +" THICKEN FOOTING E" IMFROt•FP , R!AL INSTALLATON OR WORKMANSHIP SHALL BE REMOVED Portland, OR 97219-541 ' AN' RE---. A _; ;- MTH SPECIr'IED MATERIAL IN A WORKMANLIKE MANNER AT THF A T P.; F S TPhone (503) 246-1250 CSN RAC IUk'S EXPENSE Fax (503) 246-1395 II �- (4) 12" SCH 40 PIPE PILES / . I 3. THESE -'.ANS, SPrr'IFiCATIi')NS, ENGINEERING AND DESIGN WORK ARE W/ PL 1 1/2" 12 3/4" 0 !_A END II ! INT-NDEG S0LEL. FOR T-F PRO ,)f.C'T SPECIFIED HEREIN. MILLER CONSULTING EN`;INE:ERS ).SCLAIMS AHiLT1 F THESE PLANS AND :SPECIFICATIONS OR RJC'ONS ATTENDANT THERETO ARE USED ON L M,r� • � ' � ' ! f NF DESGN_ AJy10ET N.';T T vCr+G� BUl T A I " ��• { Gj R ;CAI CN OTHER THAN THE PROJECT AND LOCATION CI' TON VISI TS TO THE JOB SITE ARE NOT PART OF' n'?, �c I I T�if' STA,;;' A- �;r. RESPONSIBILITY UNLESS THE CONTRACT .;1M P. A TE S ^,OTE: VERIFY THAT ANCHOR BOLT ALIGNMENT I II �; 4 CONTK4 SC ._ CONDITIONS AT THF SITE AND TAKE 2 6' c F ACCESS I AN Ni CES ,, CONSTRUCTION. REVIEW TFaE. SOII S REPORT • • � wI_� AccoMODA-� PDL ccE_a HATCH • �' ___ ORIE_NTA'ION FOR DESIRFD ''AHLE FFFD .- _- ` - _ - Snh!FS MO_� 29, 1995 'JOB No. 321417-001 -016) FOR SITE CJNUIT Or�S l• .: `YVEcJDATIONS. THE MONOPOLi FOUNDATION 1 T;.; CABINETS ANJ :,NTENN-'• P A'FOR►A I %E ?EPR:j � � •`• rc> :NTATION ^ti_-_-- -_ENTF�: S, ,�a,NING t_ AN AL NA Ivr- LL_ _R •' X/ � . " <�„ - - — --._.. -- - -- -- - — --- --- '(C. v��I.iL•v,�E.. .'� �„r ° I F'l GGIaT X ` 1 5 L '.�A `OUNDATION ARE PER THE Q � .• S, E•, %L _ n. •- •- "I INC. THE '`ESIGN ',HIND SPE - _ --� _ _.-_ .. GK .,F _ ., L?<<^ . n,A ` �N^ .. , D WAS 85 MPH M H /2 IN., UlA M � E PP I' ;, ED — — — - - -- Uc c ..� C.` ' ' AR P T + ..H RA Z 4 I ��� QL. 3E 1C :-JuNDS PER SQUARE INCh (PSI) MINIMUM _ LE FOU N D A TI ON ". . �.: A.; �� ( SHd.t 9E IN i/4"- -0.. T.. �M:.^ .AN I,ONCRE'E N�T,'�.TE �'t8 89 �•' MA _ , x ,,R CONCRE t i q" c *r . ,r " C ETE SLABS L HAVE 5% AIR \. . - F ti _l c: ;Ftp N STEEL TO BE WELDED S-,'-, - BE ASTM A706-90. L -� F. 7 ",c ,jk(.ING �T� EL ,RE_S iL' TO HE DEFORMED 3: 5 PER ASTM A615-9C n I uJ Sc ' MAIN RES-: 3" P'�M EAR;'h AND 2" i ROM -ORMEG l...L 0 ;4 , •• - �l. ACES- ;34n LENGTHS DETAILED ARE OUT TO OUT AND JC NOT INCL.UJE Q ►E" )WS OR PF'v'OS. SFT ALL ANCHOR E3OL rS SFFORE N•; CONS RETE, W ` 1 I W _ STFJ c'IOF PILES SHALL BE ASTM A53--90A , GRADE F3, 3 D T A i L 3`�00(I ANC DRI`? N Jv11c A '5000 SOOT-f'CUNUS PER V `,,,, % ,E S- 1 3/4.. ., C,F - i . Hr� CAL r'NG.I+EER. W L� r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - 'ti; M F_;-000U5 57EE1 0 BE ASTM A36 .1 �� `- � +.!Ec-'CAN wE�."�Nr; SnCtETr ;:.w5) F�' t g N Z / I \ W O i i •� QURED IN ACCOP'I%NCE 'MT. c O f- Q ANI 1 , DING CODE )N THE- FOt_t.0TYING ITEMS: U I _ 0 Z T[: PILE TOP DETAIL t 0 er• O -DF ;'� I`J THE: OvVNE:RS RE SPONSIBIU T r TO PROVIDE V Z _, '" T� '.'a•�C IP SHA: f�K� ✓IDE SUFFIGEN i Nn ICF TC Ar . ('1w SCHEDULING L wt� O)N /?,' J'. ALIFIED THIRD PART, SUCH AS A TESTING Q I � In I C)✓ 3iE''a H,I; LS I uwa•Ton.*ss* h ul.. 8i >UBMITTED SCR RESTL. DF'AWINGS SHALL Pr 00 1 I , ••r• : 4Tf Nr)I" ATF 4tL PERTINENI ASPECTS OF THE ITEMI-"_ r ( r T(- N "0 r' C. I t Bork"a S. THE WORK. INDICATE E RE C 1 c_;I'd AND �, I i I I a of": o.e«fe.r• +x•s L.:.. . �4a:. N FOR CONTRACTORS USE CON TRAIL IOR .�., .. :. .. � it t � R _ Ff T ' Sit•Nun•: I.5tiRte 'If DRAWINGS PRIOR TO SUBMITTAL F O THEA E AND z I Kr; 11 Ir F OFv F A': , ';TIFF T ONE PRINT FOR RE CORD AND ONE: (7 •r++wcarvever.wen a�.« «w•+ «oa...« — -- f� ')'EP F ':)R N AND RF:TUpN FOR f;ONTc�AC TORS I eanon trMr +«rte ,I SC-Nf )Ijt E `, •'a T'AL. TO AI-10A SUFFICIENT TIME FrJF? RF'JIf 'N Q Z I I I I tf AI Pi' Rc 5Uf3MI' 0 j - • nyMin ver+ JQ (n � . I I O p •W I j � Mr.Mc»n aw wwr ULT.wt* w.• zmZQ T 8" D.C. l ACh ' WA) TOP AND BOTTc_;M " • r L z .J � 0 W a- 0Lit) — `\ti�- 7 (� f ,e;.__1 �-•-� r• CITY OF TI,ARD c, W C) W W F-- z COndltlonally Apnrovnd ..... .. ( J z V) Q IZ 0- 74 4 to a ( � I �r I I I J �'.l: ( k•c a�f r N,y F,� - t 4i i I I v , �wr'« ,�,w„ „ -I I JOB No. me rsw�•..�•r,ev flT w.w,at".wrr m N we b I �, `-�... _•�., r�' �� _ I I I MMrt Ye.w•.,e w...wn aswe wvw,q t ..•, ",Mp — ----- _. A 4/ 960020 � f�" .._.__•f ?88n '�- _ �' I '� 11r.,wwNw..a..a...Mn..bw.w,a.r .«...n �J �,s• / , DRAWN CHECKED - r t77/ RAA \ ' / i i .r �iei wrw w iiw wAw ?Via• DA TE L _ ApppoVpn p 1 2 9/9 6 - - -- - --� -- -- - - - - - - - -- - -- - - - - - - - - -- _ _ _ _ _ _ _ — � �'•'USTB� CNJLIaSIIf: REVISIONS 2_ //13/9 6 9 .w•w.. • �� BORING LOG 10'-6" SQUARE c OO TIN C� - . ...,.., r ANCHDR BOLT TEMPLATE � }-~~~ SHEET i "•+,1"N•ver.•w'r.,si9 DAMES 6 MOORE OF LEGIBILITY STRIP " 4 5 E 7 IS 9 10 11 12 3 14 17 - 8 @ 19 20 e! 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