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Y I Z u � a = GOODWILL INDUST IES OF THE Fa 11 [UU7 z -� COLUMBIA WILLAMETTE U- t^ l= ...sic:, UJ Q w 13920 SW PACIFIC HIGHWAY TIGARD , OREGON PROJECT DIRECTORY : BUILDING CODE SUMMARY : ZONE CODE SUMMARY DRAWING INDEX : PROJECT CONSULTANTSAPPILICABLE CODE: CF GOVERNING AGENCY: R�✓ISION INDUt PROJECT CRWa 20CM[41)Ia9 9TmK'eURM SrrLluur SAIL.4A9[D CN TK 200.9>ITQ4A,K1gAL aaOPW COR Jtt Cf MraD n1t 'e oAaoa zaM rat scar M19m w m tom IwR2AArK9w rnK Loot 6 6 S le OWNER: orteowzowearlouA'rJMA1Lx5rroALnmOe aA�l;wmsomw,e•wranauaM2rxcooe $ITS INF®RNiAT1QN: - _ artfA9:Vm eK00N R,AEN6 SRO N OJU[4v[D m m tom uraoW PUSAW4 OOOt rw• MKa wreeo 2llm oval x01 a [ 5r[MiII.W SAN 2am�A o.. �r PROJ�^-T/CODE SUMMARY: 112 At4e:d9: ,!920 6 1!400!.rK1,C 01N•. .. GOODWILL INDUSTRIES OF THE COLUMBIA WILLAMETTE PROACT DE .�T�ON; r+9 we�u r IS.M050.M 12.61 A�Lb Ao.t PROJECTr:ODE SUMMARY r1FORMATtoN i - 18436E , ,RXTH AVE. r,rua.*rArelSrJana25mlo'r,arasr NrK9trt dAw4. awr,OlcrrJOmmnorA 40.2 FlRE,IfiEi SAFETY PLAN PORTLAN�DE, OREGON 67214 SV44,taIRrCW,M10rML rCUr41,1k1•ro0nra.,•t4w5r nr-v cowatrt 14145.wAw.AwOA ZONING: • e�`` .•,� ARCHITECT: M9 P[Mar SCI 1NCI110p C01a'1rrt MLM,[CRaM 6 CrM1 COelm,Rg110CWdr9. m 91■1CR.1V1 9cowpz • AO.3 STRUCTURAL NOTES 1J all/9MIMY0R RAIL YW M41■6A9K■k f110AL COA•.4}OK DEFFBIBAUGH L ASSOCIATES.P.C. aA.oro45 a¢A¢na0rwrm mOmAnpn,anax4 o00aAemJ. rnanoD2ra,51rcuA[ox 51R SITE DRAWINGS US STATE STREET fa -surre SAO �nMa 111 uA[a m oSCvz.rA9A:Arar15r5reA5 4x0 rA[ArtAnm ro nc e.oe a m al t4t2rrRm u9t ceellM¢rat-SAI[S 014e1It0 al 01•+r■ MM014: 47.0 OE10ITKN/E(MT60 CONDITIONS SITE PLAN OREGON SALM:OREGON 97307 LF PH: 803.686.0222 ,ew mxlnrafLrn Klu-3Mny As'rt reear w,lAKArR2D raese'wprlr A7.7 AW) ITECTURAL SITE PLAN ,[ FAX 603.686.3131 BU�LDINQ CODE SUNIfMARY: ' OF 6pr�ti MIIIMJM IAW4L Y1'GC R011r® 9.)llfg9 YI.C1l SO.IT./ LOGO'!.)-90 YIlD L 41.2 6rTE i.�AIIS �zQ: P CONTACT:RANDALL RUB LI (A112T1•IC[IOK TYIM. V45 MMwM PApa'YM29 AUOarD-. 5.111000 21153W " . 1000'S-1 - 110YWD 2.1 OMMAKOrC1A40KJTt0K4: MIF-1 rmwx- PUBLIC FACILITY IMPROVEMENT GENERAL CONTRACTOR: 44D, ■cr2eARAT4,: iI>mopl3w an�p[YL5t0„Ou502.5.1) SrAOMDSrMS 875,+29 -- LOG PENCECONSTRUCTION. LLc a1 .n,9,oto: m r��ays, 'sw n DRAWINGS q 2720 COINM AVEWA 4.1 Al1.O.m■JINN R•T4Peaw04.ts9Rr: 1 5ro .45� rM9T.4lxuAw:1YOIC■VEIIOt.■lAAt _ s 2 PORTLAMD,ORC'OON 97201 v,■Q■.tK�10I6L11Lla 4T0lI NP.49-rHr. 1 5[01[1 C1.0 CONSTRUCTION NOTES E Fc PH: 503.252-31002 RIOAPI®6TAIIa44.,lOIIT: 1510Rr.2!'-r I1N44ULPw rNIrA,r MMM,N rMyw YAQ51®1� IA/1000 4.6]030. 8.11000.2.0-95,46[5 NdIC f 1;2.0 ER01NON 1:OMTPIOL PLANFAX: 603.26•.3104 W4,QCO'�'TO e51Ar41C' Pm w.Dray.A1le4r SU.a,le)lae C3.0 EROSION/ CONTROL NOTES AND DETAILSCONTACT: SHAM POIB6ArlTa.i1rFF1 m twra0vepr C4.0 DRIVEWAY RECONSTRUCTM PLAN AND SECTION E AArw Imam®. Toru anlaw MM C5.0 OFF-SITE UTLrTV PLAN L ■R STRUCTURAL ENGINEER: 5rmrLTlmMnwm, �- 224"xiR C6'a DETAILS LENNIS S VAWAN T,INC. wxo wa,!-t xo, 0 TTO IT AL1.OVL. 2 >0 n. 4 _ WAwar_9- rm..luc i 0 204!9 xi R. C7.0 DETAILS y ,Ma'xXM 1122. 14.62590 R. C TUALA111.OREGON 97062 Ie'loro-. 0 r•nrosr�l 14419 xi R. a +j PX: 603�.REG FEARY ROAD 41 lOrt■20A RorccTnK.A4aIaK[611E reu6ATam1 0 sl l� 19a- 1)A69xi R. CIVIL DRAWINGS I/ ° ' A f CONSTRUCION NOTES FAX: 603.916 t 149[ .1208 01111` TAa!•m1 alawtOPMx.I 49{-x11250.R. lu� arta CONTACT:CBIS VANVLEET WA uw.rul: rP9 ArA�grxOr[rrc uu[ r A n rrroram: ssdll Sn rt. C2 EROSION C7Ofr.ROL COVER SHEET CIVIL ENGINEER: wr 200 0 eulalw MrlA. 16.27!90.n.414.9 e.a awr2a•w oAAww65 01¢175,6]role C3 EROSION CONTROL PLAN S T I2a8 J 4.629 xi rt. M65a1o1 w.Oa...u0 wu R S,.eGa„[D 1011 A (v'--) mraa,an,urug45l90.n. C4 ER011041 CONTROL DETAILS WESTECH ENGINEERING. INC T zw4P , 3nAarz 51rt ra1n. 0 CB GRADING i DRAINAGE PLAIN U� 3641 FAIRVIEW INDUSTRIAL DR. SF., SUITE 100 )J Awtmm�s•a:IOMeTAu mJA ylu. tarm C6 EEYY6i i WATER PLAN ' SALSA,OREGON 97302 A1�crtam Arae. 20•fQr C7 STANLIARD DETAILS U z PH: 803.6882474 Lvra<1auTolr' ,a wAU Ia OPDR:fA: nrdmeO Alts, CS STORMWATER QUALITY DETAILS FAX: 503.648.39015 « ww er0unmw 200Sa.R IMAGINARY LINE C9 STANDARD DETAILS W: 42 CONTACT: RAYENQEL sour+ wuwl t"W.R. DEFERRED ARCHITECTURAL DRAWINGS wr. M;uw1 Poe loolwnrt er 49 W.rr ELECTRICAL DESIGNER: ou1Ar 47850 M 2 fft- , _ THE STONER ELEC'MC GROUP PJ PMAA[r4:��NRA1N rnra,a ro r6R66r uK ~ 9 9YbeYA 42.7 FOUNDATION RAN 1904P SE OCHOCO OREGON 87222 xOArn: MTr AX2m®,rhe 14C 9fL.)01.11,DImIrOM A 1 �' Q� __ � 42.2 FOUNDATION DETAILS z 5011M 1rOr aaAlrm.reerne 9CC.)fY,.11,CATCH II A2.3 TILT-UP CONCRETE PANEL WALL ELEVATIONS O P: 603.462.6600 Wr. nor 1m0u+K0,ret■c Ss.)06.11,6fSrCM K ` .-_-_ T s '4 TwaMy.rh2 .-./ • A2.4 TILT-UP CONCRETE PANEL WALL DETAKS ur ,'; GO&n89.4983 wisr. 9011R,XAI®,reU4L 5a.7W.11.OECSr10N 11 !A■IsY91 =-, A3.1 ARCHITECTURAL FLOOR PLAN ui CONTACT: DAUNE LISOSKI 6.1 AM IIOOIroAl101■:KI■60.400■ 1uRN Or 144!1 sm,t6WI,C0 ro 4r rrK,Snt®out ro r[aMAGt �� 1 C■N Y+ Ma AurauAtic ir,Iral6tSnrtM nror[1-1011 � I I A3.2 ENLARGED FLOOR PLAN. WALL TYPES a W a HVAC DESIGNER: mwrlw 5.11 . At A A -Vv.sM wmr Pr 6aor ts..e.1q W11 .W11 P� ��. 1- w aM �D6H SCHEDULES O := Ly ARS A4.3 STOREFRONT FRAME ELEVWALL TIONSPANEL E EVATIOWINDOW DETAILS HVAC, EPC.� A• -rr4s as rr Awx R4AA 50!1 • POlUT10M L7 b 4I}{I�f � - 51SO31W.EFINAT10NAL-MAr ' ` QII • II '+ �D� 20'-0" YARD (r' W < • 44.4 PRE�INISNEO METAL WALL PANEL ELEVATIONS i 1 -w m..r s m warty INJILO NQ _ 46.1 SIRD910 BFCHONS Lu U. L. MILWAUKE, OREGON 87222 , � r P: 503.462.4822A6.2 WALL SECTIONS L F: 603.462.6666 zoowro.wcowy f ] rAC.K rm. • A6.3 CANOPY i AWNMO DETAILS r O f- CONTA.;T: LEE LO®E 34A16 Pe 3.ya-•xwy I f • • A7.1 ROOF FRAMING RAN Z LANDSCAPE ARCHITECT: °.5�� R, . 2.1251.125.5m1 - 'A W TAIL■,010101 AIlA a•L01Aw ^ IIII ' III ^ • A1.2 ROOF FRAMING DETAILS 'W L CHARLES MANGUM AND ASSOCIATES •,- 36,126 6DUARE 1'Q3:T � •A I I I I I I I I V ' • - - A7.3 ROOF FRAMING DETAILS U ■2 1 qOF,�TIC�A�R�D 48.1 ARCHITECTURAL ROOF RAN MJ 6144 !ATX AVE. Q Am.,2.._(�1�.,- A8.2 ROOF DETAKE © M Q� SALEM, ON 97101 RKIMIAM■Io■AM:W44e Ra.Imm 465,10.10 rem Baa INN!25%m OS�olerne a1 A R C W PH: 603.384.1240 war o¢n9w YA12 ruvm0A6mF.o20R[r a SW LLAttaWFWIIwr. 1 A9.1 RETAIL SALES DETAILS DETAILS 4alA,lON s.n l 1 49.2 RETAIL BALES CASEWORK DETAILS FAX: 607.3246 1 .am...-�nn m / .p, _ CONTACT: SCOTT'fAMOY r «acy ' mI IF 5O Q - A m■[am1t� _ fa I A9.3 CASH WRAP/MANDS CASEWORK DETAILS I- J y6 �„s,,,tia,„•,r•,, ,w, rJc wR srt RM16 r9rc urt SN[1�nrtl rat m. taurlom A10.1 REFLECTED CEB.NQ PLAN Q s.r Mam a..•zol.4 ar.,..r. qJ 1�.� Sw MCDONAW, W. (4) At0.2 CEILING DETAILS r -ra..Meaa sere wry m[AR SRt Rem rv.nOe.uxwna0 I _.___- r° 417.1 EXTERIOR BUILDING ELEVATIONS z w •wrM r rr••'=w r ysr tPra n w abMem 40C 9a.'JOC.2.11.rmrra: -- - - - --� �- _ _ .-__ _ �--- A11.2 EXTER109 THE DETAILS MOP � Q mMAner Masi SOG 2.1 ✓Jn erwarw.+aer•tmwr[! 1 n W G1,ntam1st204tsNq M'wwrr wLMQM, Z` MfA,I Sol aryAl .wlrlt Wv.._'e4q CODE SITE PLAN PLUMBING DRAWINGS m 3 rr.s.r..4+t'r19.z wr rare olw rw..m rw5rwa'rew-!no J ►1.7 OVERALL PLUMBING PULN m.sno "" ION14v_vo "-� P2.1 EMARGEO PLUMBING PLANS i SCHEDULES J LANDSCAPE DRAWINGS uj -' L7 IRRIGATION PLAN I Q o t1OT I.zL m.991-25t.var -' j _* L2 R81GAflON PLAIN 27,66sBGUAREFEEF MECHANICAL DRAWINGS W (' (■� a �- F0 ml, nnlnax v�9e Taelt laa.l.n �ggg 1 IOrO r,,era1 ��yg¢ar�.uxn 7 ' ••---re '"6' - i - HVVAC P ANS DETAILS /Z /A M2 ES IU) RPM YaY Y[r.:ArRIC K.tNaO BOOR MLN 1!42550 n. JM 4G1 ; !� `/ O Prp'�'Y5111G IN01191rIN rJll• 1.T 94.YJ r1 W M FI►.E rnrY ELECTRICAL DRAWINGS N •.1 oAArtmmA4: 1101[:IUPID.RR 049:-Y.R10M)1'164..,,dIT:T1ION _ - ♦ - r EO.G RISEN DIAGRAM 6 PANEL SCHEDULES Lr1 SITE uJ 9ALa1a9PR•ar■In: ' -- '' OFFICE COPY - EF1Q.1 LIGIrmanDDORNPLAN ,l.1 m,Ms6e,0t1,2lTt AlA[9141COa0136r[LIM1t OC1. I.SOl15. - YRea96e ML.4TU0wG6NMA519Ie-,RMI _ __ _ E2.1 POWER FLOOR PIAN TC ooal�sita: , ArtAOc raAw.l 4y. P,AR wu RSUSMRrtD 1 FA 1.00 SPRINKLER MONITORING i ALANA SYSTEM Y�9(i CL 1avAro2a ORIF,rrG rctwrare qT� � } l 1 r r�.. S \ � �� K!1'lQMurr xMiw 6 reewr. 1 _ � SEC 1.00 SECURITY FL0011 PIAN DEBWM MI n+_w.rw- 9a989tlLY B�Ed612 MML Dam NSF Ikii r\. U \ -� TO 1.0 TELEIDATA 6 PASSFG N.AN DRAWN RJR R[faLYKZ M 13425/200-691 2-ss 1 L 1 r L J'- > - JG6N0. 05165 ra1m91w rl l.7M 15.OD0-0 D O � � V i 9laNST 914 1� - { DEFERRED SUBMITTALS: DATE 12.1.06 iTIra w 4PR1M°..al 6Y61SE: H1,aM:IC SnTM1R M:LM naAlClrt.9rm14[OL+W1Lm ND I9rMlla THE FOU.OWWG PLANS YELL BE sumn"TED A6 A DEFERRED ),•s.r � SI1IMTRAI N ACCOROANCf tM1TI1 RM:RECTION 106.3.4.2. Ix)'ttarmruvs rain ar.rJ�All. r6R 9n•r1A1rA c1allcicm n ImI06Al 1.1 FRE SPRIMUM RAMS rLR ItR7V101r1G oeca armennK nPt 91R.At/t 3r5ra,m'AI492ereK0 S,Arz VICINITY MAP �Q ■ or o,eaw+e r1o,e2.T,oa e16.1Q1L rIe SP.r•J6t mallaenx SeML 9JB6Ar DplBR�f7BA1 WILL E BUNAIT1fE0 TO 771E ARCHITECT OF RECORD RIND AMC Sac Me W m e1A1DAtL orrrm,A6Mr role leve..Mr A MCI PGR REVEW IN COMILOAMCE WITH THE GENERAL DESIGN OF THE re4n. 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"T. �/ �� R � F--- I----�i h--- F---� F--- ---�I F-__ -. . - - -- --- ---^-----------j I I - t OCCUPANT LOAD: 368 OCCUPANTS L_----1---- . .� f �i 1 I 1 I �� I j L EXITS R-POARED: 2 - - --- ---------- -----------------•-- ; DaT5 WIDTH CU REOUIR . 2 I 1 I 1 1 1 I I I I 1 1 I I EXITS WIDTH rKovIDED: 112" �- 1 1 \ I I ( h 1 1 I 1 1 1 I I I I e OVERALL.DIAGONAL D15T. 1152-rEETi 1 I I 1 I 1 I 1 I 1 1 1 I 1 i r_ 1 1 I 1 4 EXIT DISTANCE MART: 1 15-rPL'T Qt1l3) a 1 C MAX.COMMON rATH Or TRAVEL- 75-PEET -30231 lit 1 MAX. PATH OF TRAVEL 250•►EET I` --------- Te AStIl ��"' 11100M113, NOT A� � L ` L----T--- r ---- �------ -, r--------- rIRAIll .'��AtirlEs t 1 I r�aT A1rcE5s-34' I OCOLPANT LOAD[2004a PIT. WW • , l — - T T- T t , o�wt�ANT LOADlz ) 380 6a PT. kM4 ITT Sra.PT.!we • 1 OCA';LPAWT LOAD• Z QCOJPAW LOAD 0 ;T----T----T-•--1 I �~ '�i` ` EXIi Ai C[95 34' IR . W I , Lu DOT t55 -40' i 0 II cr. *�L `�� I C 11�ATGHNID ,�,#!�►6 - mm MGM U. �.•• L7 i ` I MAINTAhIiDATPLOOK 7OU&401 A I 1RJUMItlW1111[As PAT4 ODTW SE W aim MOrvi1l,SMALL AA%FOLLC11,11 u � am MMt CLitAJM:waT>N ellRvMr(tl M'J"R°LeJ'rt[tts OIi.Y W . ► ' 11WALL M MM1 34-040MA,sur W7T LOSS,TMMl 1W • ` �, I � Q MOT14 AS�fTk�TE,D ON TFIE OQGtA'A'Ir IT LAAD/RXIT IIC.�1lD. / EXfT D15CHARGE-GG' pN .�®♦ !]J O ' 00 �- ,/ 8i� ■L.1 7R1GAL I.iti►M 'INO FLAN POR R"tYRA4NICY N*Qjoe 1.161"1 Plx4nm CK)M 04 - AUTO-GLIDwar 0001 � MONITORING �Yf�T/M. I IN A rG ANM 1w Im sac,tfpd"3 Nit, J f� t PiNtE INKLXM MON Cc>N . , um ul TIMI I6 DUILDINt',111 le. KWIFIOW WITH AN AUTOMATIC PIRA 81URINKLM �� I t -_ 0 05 61"6��'i t PIA'i 1Ql.AwlM 1'°fONITOR4'INd sb�"6T/M TNI�OI.kib�OU'1, 4c uj Fqw N. P. P. A. 013 1 0 TIT LOA2 1 r, 1 Z Q :c "R.0554,TkNZ 1004 1.2 GENERAL ETES: 'D .CUPANCY: (r-1)INDU`tTRIAL AREAr3 j ( J L an SAW ALS.PGR�'I1�,LI . a AAPWY SITE FLAN, M4"`I ISM P� W APPARA1Ub GKO., AREA: 6,213 510. ` WAD LOCATION *0 AItd01.. FW.L ft 4 SAF rl IWOR"IATION. OCCUPANT LOAD: 62 OCCUPANTS �"�`��, '� r-•- � + 35 from ENreak Rcnm + 4 fmm 5tor'e it I �Q♦ M 2. COOIIGMATE LOC.ATK*O Off' AI.L MIRE EXTMdtJ04M WITW P M8 MAIMM4AkL L101 C)C UPAFfTg %%. 4,--% 1 1 '\ i r F4W*=TO MdSTAL LATWK EXIT5 REQUIRED: 2 �1 ' 3. eI''L pm WALL 84 MAIJNTV0®NrsATER T144!`J 4'MRL I La" �WIDTH�Pavllx0: I UO-1NI:Hr� 1 �''•� 1 i �`� _ MINEW t)IIdALL 1590VDE IFM THAN Ste'MAX APJN.M R IIS AND RI"l ISE � *0 REAIDILY (NERAIL DIA60NA1 D15T: I AG FMT 1! � � I � DEPARTT W ALERT DECAL • IL�'NT�1.A!!L E rllU1 "m sAviCIJ1l?9M✓as,mm OlSG Ea,T D15TANL;f ArART I�-rrET r31I3) 1 I v` `__ J � SUAN i rXIM LOGA1t r.4r.AL DESIGN RJR t ON TM ID<"116m TOP F40RTM 4. ALL EXIT SWM AND 1'IE1Mo c*% Mw4W ILLUMINANX4 S AL. 611 WALLED IN MAY. COMMON PATH(7 TRAVEL: 100-Frff 1 1 �� (Jp ICM mmm SIDS Gr rA oom DRAWN RJR MAX. PATH Tarr TRAvEI 300-I'C:L7 r � � � JOS NO. 06166 I DATE 1 Z.1.AA 1 L' ■ _ 1 15 A F-1 -T Y 10 6 A N ol AOm2 +fir �I�r "1-w, ( EXiT D15(.HARf,L'-34' G:W>�wRl/WGDODM7lL•�1 �IMbnxmrMttl�lQd_��YO•�EM11 dwq,1124aW 11:58:59 AK WQ) W4x3 ,w +., nrl r r �a�.!t�c, 1^:['rr.-, .-...--., -:n. -•v:.z.n. _____.�.._...._.»... _ ....._ -----_.-_. _.---- �•.`.-^".'-'�•-.-•--.._�.-.....:- -__._..._•---_•.--•-,,.._..__-._ ...,___—__:.:....,..._.,.,.,.+.,..-, -. pwt�M�allra.,..rh-Hn..v „�,. ww.w... _�...�---...,!/rr..-,-.,.os.._I+YrISlltar..._........._•._-,,.•.,..mw T. ,erya[a.,-._..._..-..,..-..,,_w,+anew.w,.-aw:r,#Iwo/�.M�11�1-ttNMp�"^+,mmsr•-.,n�raiw...r.„r...�..+_r.nn:.,:- �:.. IyRy{. ,..•::..._....+.www.wwn•MwrN..l'rM,_iAFrMOI/Y"{M^ .!w.+.wnn•.w.r..�„Mrr.....,-._.._... _.-_ -,+R}.,,,�„�,�.'.�-..ate,-i•s�y,�Tp,er.�w�X.1�nuY. 4 3ox i -W mill li it am"Wail MW 14, w �r . „ &L AX' ,. , ... r - „ Y f 1 { r: , 4 , 1 1 k� t V- e : - yp y f dYe IRM i VTRU C"rUr""" - NOTE5 : ��..•"""-.u..wa.��..rr.rrr wa - laz GENERAL L II lPI)1!l �I r,, RILLEIJ d .. . °Ln O D ' AJtiCMOR OLT5 °� I. THESE NOTES .JET MINI 1 ' I . ALL DRJUED ANCH095 BOLTS IN COf!CRM TO DE'KMK BOLT 111' 1'5Y HILTI, INC. (ICG#EBR-1385)'RED HEAD TRVe1XT WEDGE ANCHOP,'BY ITW/RAMSt r (ICC #1372), OR"WEDGE ALL' BY SIMPSON STRONG TIE (ICC#ER-363 I) ONLY. ,. rAND c 1 , T C i- , , - Afi'W FOR C.ON51RkUCTION. Tht DRAWINGS GOVERN OVER THE5E NOTr5 TO THE EXTENT SHOWN. COORDINATE THESE DRAWINGS WITI. ARCHITECTURAL 5PECIFICATIGN5 AND NO,IFY OTHER ANi.HOR3 WITH WRITTEN APPRf41VAL UP ENGINEER tJ1NL'O. /!!ANCHOR. TO EC INSTALLED FOLLOWING BO-f MANUFACTURERS INSTRUCTIONS. PROVIDE MI`IMUM EMBEDMENT, SPACING, AND EL>r�E DISTANCE f5 SPECIFIED BY LEWIS VAN Vl INC. EWt,WW 7,5 °o$ 5 • (LVI) OF ANY L'iSCRF.PANCIE5 PRIOR 1 O BEGINNING WORK. THE t30L.T MANL1FA'TURER FOR ANCHOR 51:tl: NOTED UNLE55 OTHI°k1NI5E IND:t;ATED ON DRAWINGS. f.. ,,�v 2. THESE DRAWINGS HA+V'.. tiEGy ry'Bf'AFtJEp gOLELY POR USE iN CONSTRUCTION OF THE PKOJECT LOCATED IN TIGARD, OR POSSESSION OF TMF-'5t DRAWINGS DOE5 NOT GRAN f 110EN.`iE TO CONyTf RCT OR F11MCATC` IN 2 ALL Df�ILLt:D EPC `Y ANCHOitS IN C.(7NCRCT lE TO BF "EPCON CERAMIC 6 t`PU)Cl'ANCHOR' BY iTW�RAM:i!_`T (ICC #4265), 'Stl HIGH STRI=NGTtI EPOk� EPDXY ANCHOR BY 51MP ION STRONG TIE (1(';r A�ESR-1772) THE WHOLE OR PAIR,T'5 LOP THIS FROjECT IN OTHER.LOCATIONS OTHER EPDXY ANC;HOK5 WITH WRITTEN NPPIKOVk.OF ENGINEER ONLY. IN5TAL ALL ANCH(A 5 PER MANUFA,1URER'5 IN5TRUC110N5 U51NG A307 THREADED RC0 UHLF55 NGTED OTHERWI3E ON FLANS. PROVIDE MINIMUM EDGE Di5TANCE 3. THE CONTRACTOR 5m&L VERIFY ALL. DIMEN5;-N5 AND CONDITIONS ON DRAWINGS AND IN FIELD. LOORLOINATE LOCATION5 OF OPENINGS THI?DUGH FLOORS, ROOFS, /,ND WALLS*11H ARCHITECTURAi., MECHANICAL, PLUMBING AND EI.ECTRIt".Hl, pRAWINGS b�}TiFY ENGIN!ER.OF ANY DISCREPANCIES. AND 5P4CING INvi:.f 1i'G BY tv1ANUFACTURER FOR ANCHOR SIZE NOTED UNtt�gTHGR1M5C INUIC,A7'I`I7 ON laRN1WING5. PROTIDE MINIMUM EMBEDMENT NOTED Oh PW>`'S. ALL DRJl1-tD EPDXY ANCHORS REQUIRE SPECIAL INSPECTION DURING 4. THE CONTRACTOR 5HALL BE iNSTAlL4TLUN. R�FON51Wt FOR.PROVIDING ALL TEMPORARY 5UPPOR.T PreJOK TO COMPLETION THE VERTICAL AND LATERAL LOAD 56TEM5. LVI HAS NOT SEEN RETAINED TO PROVIDE ANY 5ERVIt:t:S PERTAINING TO JOB SITE SAFETY FRI°CAUTICJ�f� � 3. SEE ORAiNIWGS FOR r1NCHOR TYPESi INDICATED. 5UB5TITIITLNG t1RlLitA ANCHOR,D FOR.C.A3T ANChKJIR5Qj GA5T ANCHORS FOR DRILLED ANCHORS IS ACCEPTABLE WITH WRITTEN APPRIDVAL OF ENGINEER ONLY ` Ok TO REVIEW ME4N5, METHODS TECHNIQUES, SEQUENCE`S, OR PROCEDURES FOR PERFORMING THE WORK. UNLESS WE ARE SPECIFICALLY RETAINED AND COM1'!cN'9A:fED r c c c s C REPORTS, TO ENGINEER FOR APPROVAL. TO UO OTHER'M5E, OUR WORK 15 LIMITED TO THE DE51GN OF WORK DESCRIBED ON OUR DRAWINGS. 4. CONTRACTOR WI_fHIN.r 1 O SUB ai lT'LJl'fj ALT,.RNATE Ivl/WUFACTURERS Of ANCHOR.. SHOULD SUBMfi' N REQUt51, Irvt,tuui,�v CURRENT IC 5. WHERE REFERENCE 15 MADE TO ACI, A5C:, ASTM, OR OTHER STANDARDS OR CODES, THE LATEST EDITION SHALL APPLY. 5 T RUCTURAL AND MI'5CELLANf_COU5 51�EL w 0. INSPECTJON AND OR JOd SUPfRVIg ON 15 NOT PROVIDED BY LVI. I . DETA)LING, FAPFJCATiON AND ERECTION OF STEtL TO CONFORM TO THE STEEL C;ON5TRUCTION WV4UAL OF The AJSC. � Moll 7, ALL WORK SHALL BE IN 3TRICT COMPLIANCE WITH THE L-ATESr EDITION OF THE INTERNATIONAL BUILDING CODE (IBC)AND AL.OTHER STATE AND LOCA!.CODES WHICH APPLY 2. ALL 5'REEL TO BE A36 EXCEPT A5 NOTED. x 6. ANY MECHANICAL EQUIPMENT, PIPING, OUCW OR1 ETC. WHICH APPLIES A LOAD OF 150 POUNDS OR 1 TORE 5HAil BE HUNG FROM A 5Y5TEM APPROVED BY LVI. 3. ALL WIDE Fk Ai1GE AND WT 5LCTICUN55 TO F9A992- DE51GN CRITERIA 4. All WELDS TO BE MADE WITH ff70xX FLF-rTRODE5 BY%ELOC:R5 C1_RTIf-IED BY AWa 5TAdDARD5. moi. . GRAVITY LOA05: 5, UNLE55 NOTED OTHERWISE, ALL DOLTS 10 BE A325N FOR 5TEEL TO 5TrEL CONNECTIONS AND A307 FOX ANCHOR BOLTS AND CONNECTIONS TO WOOD, PROVIDE STANDARD PIATE WA5HER5 UNDER All BOLT HEADS AND NU15 BEAKING I . SNOW LOAD --.-.._ 25 P5Fa ON WOOD. 2. WIND LOAD: 6. All 5TKUI TUr,AL TUBING TO BE A65TM A500 Gt'ADE 5. 1-y - 46 K51. ALL-TEEL FIFE TO BE K5TM A501 ( Py - 36 K51) OR A5TM A53, TYPE E OR 5, GRADE B ( PY - 3,3 1.51). -- I 7. A%U. LIGHT GAUGE 5TIM. 54 MR.AND HEAVItR 51`tki BE FORMED FROM `STEEL WIT'rt A Fy - 50 ILII. LIGHT GAUGE STEEL 43 MIL AND LIGHTER SHALL B1Y E FORMED FRAM 5TEEL WI1 H A - 33 K51. Dt-TAL AND FAB LATE ALL LIGHT GAUGE BASIC WIND SPEE ` IBC 80 MPH V . STEEL. PER A& 51 ANDARD5. ALL LIGHT GAUGE 5TEEL 5ECTIONS INDICATED ON DRAWINGS TO fTK THE STEEL STUD MANUFACTURERS ASSOCIATION `•-)PECIFIC.A.TION. ALL 5ECTIONS TO BE '5125'SECTIONS UNLE55 OTHERWI��t INDICATED 2. BUIL.D!NG CATAGCAf Y: I, IPAPOKTANCE (`ACTOR: 1 .0 ON DRAWING5. PROVIDE 54 MiL THICFJNd55 MATERIAL MINIMUM AT ALL 5tC'To45 WHICH ARE wm-A.mn ON THE DRAWINGS TO B1`_ WCL.,DtD. ` 3. EXPOSURE: B 8. DO NOT OVER517E DRJLLE .E.5 D OK FUNCHCD HOIWITH A TORCH. � ® to A 3. 5E15MIC LOAD: 3, ALL WELDED KEINFOR.CING NOTED TO Of A5TM GRADE A706. ALL HEADED STUD ANCHORS TO BE NELSON OR APPROVED EQUAL. WELD ALL STUDDED ANCHORS AND REINFOR-,ING NOTED, All AROUND, WITH 1/4' FILLET WELD FOR I/2' DIAMETER I , SEISMIC USE GRUUP: I, IMPORTANCE FACTOR: 1 .0 ANCHOR5, 5/1 G" FILLET WELD FOR 3!:1' CiAMETTER ANCHOR,5, AND 3/8' FILLET WELD FOR I' DIAMETER ANCHOR, OR ALTERNATELY, USE A NELSON STUD WELDING UNIT. LL. 2. MAPPED SPECTRAL KtfbF ON5t COEFFICiENT5: 5s- .94, 5 ,- .aft, SITE CLA55 D 10, PROVIDE SHOP DRAWINGS Of' ALL.5TRUCTURAL STEEL ITEMS TO ENGINEER FOR REVIEW PRJOK TO FABRICATION. U. 3. 5EI5MIC DE51GN CATEGORY: D 5THJ015T S 4. SPECIAL. REINFORCED CONCRETE SHEAR WAL5, R-5 0 I . ALL STEEL KOOF ANP FLOOR J015'U3 SHALL Bt DESIGNED, FABRICATED, AND MECTED MR THE 5i 1`EL. rEOl3T INSTITUTE OF AMERICA(5JI) STANDARD 5nCIFICATION5 TO THE LOAD5 INDICATED ON THE DRAWINGS. W � I 5. 5F15MIC RC34'ON5E cotrrICItw: . I a. DESIGN ALL J015T5+ FOE: A, NET UPLIFT FORCE OF 5 P5F MINIMUM UNLE55 OTHERWISE NOTED ON DRAWINC45 G. ANALYSIS PRDCCDURE: tQLJLVALtNT LAftW+i FORCEb. DE.'SIGN ALL ROOF J0151.5 FOR AN ADDITIONAL POINT LOAD OF 750# AT "4Y LJOGATiCIN ON THE JOI5T IN ADDITION TO THE LOADS INC'.CATED. In � ►� 51TEWCRIC c. OE51GN All ROOF GIRDEK5 FOR AN ADDITIONAL POINT LOAD OF 2,0000 AT ANY LXATION ON THE GIRDER IN ADDITION TO THE LOADS INDICATED, F- I . REMOVE A.LL ORGANIC MATERIAL, TOP501L AND ANY FILL- FROM UNDER BUILDING AND SLAB AKEA5. AFTER STRIPPING f KOOFKOLI.THE 5U15GRADF CINDER THE OBSERVATION OF THE GEOTECHNICAL tNGINEER TO IDF.NTIM' d. DE51cN ALL KCOF G,IRDER5 FOR A 19.OK TOP CHORD AXIAL LOAD (MOM'.C, A513). ANY SOFT AREAS. SOFT AREAS SHOULD BE OVER EXCAVATED AND FILLED WITH COMPACTED STRUCTURAL FILL. 2, CAMBER ALL J015T7 ANL") GIRDERS PER 5,11 STANDARD 5rECIFICATION5 UNL155 OTHF-RW!5E INDICATED ON THE DRAWINGS. - 2 ALL FILL MAT"RIAL LINDER BUILDING TO BE '5TRUCTURAL FILL". 5TRUCTURAI. FILL TO CON515T OF COMPACTED GRANULAR MATERIAL OR APPROVED CONDITIONED 51TE MATERIAL. PLACE ALL FILL IN UFT5 NOT 10 EXCEED 3. MCC'T ALLDEFLECTION BRIDGING TI PRE JI 5PIMENTS PER.5. UNLESS 51! SLOTATED OTHERWISE E L T►1E DRAWING-5. � 12' AND COMPACT TO 95% RELATIVE COMPACTION PER A51M D-1557 UNDER F'OOTING5 AND 51AB5. 4. PROVIDE DkIDGING PER 5J1 Sh'Cc�LfICATIONS. DO NOL' USE SLOTTED HOLES UNLESS A,'PPIJJED 6Y THE ENGINEER. � 3. BASE MATERIAL DIREC,1 LY BELOW SLAB TOO BE G' THICK(MINIMUM) LA F--R OF COMPACTED CKU5HED ROCK. BASEROCK TO HAVE A MAXIMUM AGGREGATE 51Zt BETWEEN 3/4'ANC 1 112-ANG 5HALL CONTAJN NOT MORE 5• PROVIDE SHOP DRAWINGS AND CALCULATIONS FOR ALL JOISTS AND GIR0"R5. CALCULATIONS 511ALL BE 5TAMPCD BY AN ENGINEER REGI5TERED IN THE STATF OF OREGON (PRODUCT ENGINEER), SHOP DRAWINGS SHALL INDICATE JOf5T 51ZE5, THAN 5% PA55'NG THE NO, 200 51L`VE. LOADING, LAYOUT, BRIDGING REQUIRED, CONNECTIONS DETA!L5, ERECTION IN5TR.UCTION5, AND ANY OTHER PERTINENT INFORMATION REQUIRi D. 4. SEE THE GEOTECHNIC;A' REPORT AND AKCHITECTURAL 5PCCIFICATION5 FOR ADDITIONAL INI-ORMATION. G. J015T ERECTOR.TO tXIMC15E EXTRI'-MF- CARE DURING THE ERECTION Or J015T5 1'0 PRCVF,NT THE J01.5T5 FROM BUCKI,ING LATERAL!Y. PROVIDE SPREADER BARS FOR LIFTING JOISTS AND PROVIDE LATERAL BRACING A5 REQUIRED. DO NOT' < ATTEMPT TO REPAR OR USE DAMAGED J06T5. PROVIDE ERECTION BOLTS AT ALL JOIF)T5 AND GIRDERS A5 REQUIRED UNTIL PERMANENT CONNECTION CAN BE MADE. FOUNDATIONS 7 JOIST MANUFACTURER TO PROVIDE CERTIFICATE WITH JO15T5 STATING THAT JOIST HALT BEEN Dt51GNED AND FABRICATED irlDICAIED DESIGN LOADS AND A551,)MPTION5. CERTIFICATE TO ACCOMPANY J015T5 TO JOB5ITE W1TH A COPY TO THt "RO.,'L:T Er10;INEEtC. y" TI I DESIGN 5011 BEARING PRESSURE EQUALS 2000 PSE' LIVE PLUS DEAD LOAD PER GEOTECHNICAL REPORT PREPARED BY m5 ENGINEERING AND ENVIRONMENTA, DATED AUGUST 2006. � 2 ALL FOOTINGS TO BEAR C-NN FIPJA, 'W0I5TURBED NATIVE 50115 BE OR 5TRUCTUKAL FILL A MINIMUM OF 18- LOW FIN15H O(TERIOF' GRADE. NOTIFY ENGINEER 6EFORI`_ PROCEEDING IF ANY UN05UAL CONDITIONS AREtNCOUNTFRFE) STEEL ROUT DECK !+LJ IN FOOTING EXCAVATIONS. �.� 3. DO NOT EXCAVATE CLOSER THAN 2:1 SLOPE BELOW FOOTING EXCAVATIONS. I . ALL 5TEFL Root DECK TO Bt AS MANUFACTURED BY VER,CO NANUFACTUR!NG OR P►t1CW..'PPROVED ►".QUIVALENT. SEE DRAWINGS rOK GAUGE AND PROFILE DE 4 CLEAN ALL FOOTING EXCAVATION!!,OF L005E MATP-RIAL BY HAND. REMOVE ALL WET, SOFT SOIL FROM f'17OTING F-XCAVATIO-45 PRIOR TO PLACING C ONCRfTE. 2. MINIMUM WELDING: +� 5. EXCAVATION" MAY ME MADE UNDER FOOTINGS FOR PiPEO. BACKFILL f0 BE '5TRJJrTIJRAL FILL'AS DEFINEC ABOVE. -- 112 INCH DIAMETER PUDDLE WELDS 5 LOCATIONS EACH DECK SECTION AT EACH 5UPPmr. k RFGO CONCRETE -- I/2 INCH DIAMETER PUDDLF WFLD5 AT 24' 0. C. AT:ALL 5UPPORT5 PARAL T TO DECKJNG, •- BUTI ON PUNCH ALL SEAMS AT 24'O. C. AVERAGE CONCRETE STRENGTH TO BE A5 INDICATED BELOW AND DETt'RMINED BY JOB CAST LAB CURED CYLINDER AT 28 DAYS FLUS INCREA5E DEPENDING ON PLANT'S STANDARD DEVIATION A5 SPECIFIED IN ACI 318. OF PROVIDE MIX DESIGNS TO ENGINEER FOR REVIEW PRIOR TO PLACING ANY CONCRETE. CLEARLY LABEL.ALL MIX Dt51GN5 AS TO PROP05FD AREA OF U5E. SUPPLIER TO IABEL ALL MIX 0151GN5 WITH AN IDENTIFICATION 5PFCIAL IN5PtCTION5 = - NUMBER. MIX NUMBER 5HOULD BE REFr-FZNCFD IN ALL SUBSEQUENT CONCRETE TEST REPORT5. THE FOLLOWING SPECIAL IN5PEC (IONS ARE REQUIRED ANG SHALL BE PERFORMED EY A GIUALIFIED INDEPENDENT TE51)NG AGENCY IN COMPLIANCE WIT:1 THE REQUIREMENTS OF IBC CHAPTER 17. THE TESTING AGENCY 5HALL PROVIDE COPIE5 G,' 2 MINIMUM MIX REQUIREMENTS: ALL•rE5T REFORT5 TO THE PROJECT ENGINEER IN A TIMELY MANNEK. I . SPECIAL INSPECTION 15 REQUIRED DURING THE TAKING OF TEST 5PEC1kItN5 AND PLACING OF ALL REINFORCED C4ONCRf l! EXCEPT SLABS ON GRADE OR CONCRETE WITH SPECIFIED PC GREATER THAN 2.500 P51 AS NOTED ON THE REQUIRED LOCATION: COMPRES51VE 5>LUMP MINIMUM ADMIXTURE5 VERIFICATION AND IN5PECTION OF CONCRET` CON5TRUCTION TABLE. 3TRENG1nH CEMENT 2. SPECIAL INSPIECTION 15 REQUIRED OF AL.!.CONCRETE R9NFORCEMtNT PRJOR TO CONCRE`_TE PLACCMENT F'.CEPT ,`OP SLAB ON GRADE' REINFORCEMENT A5 NOTED ON THE REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION Ips}) CONTENT TAME. ; 3. SPECIAL 045PECTION 15 REQUIRED FOR All.STRUCTURAL WL°LDING AND HIGH 5TP.PNGTH BOLTING UNLE55 WELDING 15 P! FORMED IN A 5HOP APPROVED Bl'THE BUILDING OFFICIAL. ALL FIELD WELDING RE-QUIRI`5 SPECIAL INSPECTION FOOTINGS 3,000 0 - 5' 5 NONE 4. 5PECIAI_ INSPECTION 13 REQUIRED OF ALL DRILLED EPDXY ANCHORS IN CONCRETE OR MASONRY. IhZx-'ECTION TO BF (CONTINUOUS DUPJNG THE ANCHOR IN5TALATION TO INSURE IN51-ALLAT, )N MEETS ALL MANUFACTURER:5 IN51-RUC'TION9 AND MINIMUM EMBEDMENT NOTED ON DRAWINGS. L- 5LA55 ON GRACE 3,500 2 - W 5 112 WRA (b) 5. SPECIAL INSPECTION 15 REQUIRED OF AL.5TRLICTJRAL MASONRY A5 NOTED ON THE KEQJIRED VERJFICATIGN AND IN5Pt°CTION OF MASONRY TABU. (INTERIOR) G. PEKIGDIC SPECIAL INSPECTION 15 REQUIRED OF THE ANCHORAGE OF EMERGENCY POWER:5Y5TEM5, AND PIPING G,*:MECt'IANICAL EQUIPMENT, OR DUCTWORK CONTAINING FLAMMABLE OR HA7ARLOU5 MATEf4AL5. THE ANCHORAGE 5HALL BE IN COMPLIANCE WITH APPROVED DrTAIL._9 PROVIDED 13Y THE COMPONENT MANUFACTURER. SLABS ON GRADE 3,000 2 4" 5 I/2 INRA, At (c) 7. L"RIODIC 5PFCIAL INSPECTION 15 REQUIRED OF THE ANCHORAGE OF 5U5PENDFD CEILIN%5, ACCE55 FLOOR5, AND 5TfEEl 57ORAGE RACKS 8-FEET OR TALLER. THE ANCHORAGE 5HALL BE IN COMPLIANCE WITH APPROVFD DILT•AIL5 PROVIDED BY o 14 (EXTERIOR. THE COMP014ENT MANUFACTURrk RR u ■� . s PRFCA3T WALLS A 4,000 2 - 4' 5 112 WRA. PT20, (d) COLUMNS W M!5CELLANEOU5 3,000 0 - 5' 5 NONE � U= REOUMIEO VERIFICA71ON AND INSPEC71ON OF CONCRETE CONSTRUC7?Oiy IZFO M*D %0*1CAT10N ANN) VECIAL INSPECTION OF STRUC'PAAL a. 5L UMP EXCEEDING S'ECII`IFD LIMN 5HALL NOT BE 0LACtD EXCEPT BATH WRITTEN APPROVAL FROM ENGINEER. MASONRY CdiSTRl1CTI0N COF i r IC USE WOJPS 1 ANO JA W.IILDINGS u z I�R CODE CY OF INSPECTION REFERENCE FOR CRITERIA W b. WRA = WATER REDUCIING ADMIXTURE �~ `�-• -� � --- c. At - AIR ENTRAINMENT• \1MICATICIN AND INSPECTION :t>M111M O PER ODIC REFERENCE* ILC L9lILT'FJ1�NCE INSPECTION TASK T - DFOC A0 SW/"M ACI SXI/AWE d PROVIDE AN ACCCL!`Rp,T01Z IN ALL CONCRETE PLACED BELOW 40 DEGREES. - STANDARD �� TAME �IDrlMlo 171lt tC1raN Io 1) Inspection of relnooralnp stow All/ - X AGI 31!!: 3.15, 7.1-7.7 1L�03.15. 1907.1, - 3. Uri[ TYPE I CEMENT, PER.A5TM 150 UNLE55 OTHERWISE APPROVED WATER CEMENT RATIO TO ,46 MAXIMUM FOR ALL SLABS ON GRADE, TILT WALLS, PRECAST COLUMNS. WATER CEMENT RKPON TO BC .50 MAXIMUM placement. IW7.7, 1114.4 �' yb't""'"' PEG mittal"°t�' - - 17rm1.3 - - f0R ALL OTHER CONCRETE. FLYA5H MEETING ASTM C 618 MAYBE 5UB5TITUTED FOR UP TO 20�%OF THE CEMENT CONTENT IN ALL MIXES. - -- -�-r++r Tom' °� rnEtt°ao ----- -- - - - 4. AGGREGATE TO BE PER A5TM C-33. 2) InopectJpn of ;in a a caobvau of �xn+Pll�tm use t+ mo �y - - � N I - - ARIfl3 T)1.4 1903.:,2 oarntruotNer. _ 5. WATER REDUCING-AGENT (WRA). COMPLY WITH A5Tfa C-49.1. V%cm OPtce with rupib'ed vw!flmV0 +AM ACE 31& 3.5.9 b. varIfIclklor of fn-�Mar to oiswmmuen --- _ - _ z F Inepelatlan of sted oonstruction. ors*t •t'"r• op•I•ns•Y moomp� by�•• 6. AIR ENTRAINMENT (AE) 5HAU.COMPLY WITH A5TM C-260. PROVIDE IDE -5`7o WHEN 5P!CIFIED. ______-_� _ -- - - Q 7 ACCELERATORS: DOSAGE TO L5i` DCTERMINL-D BY CONTRACTOR. -A. sumo ry 001n`� ha ° � �y� _ - - - - 3) Inspoet t one to be Installed In eonareto POD, to 0' - - 1912.8 Acro be prtn•e to .meas carrolarra� _ -�- - ___ __ � 6. CALCIUM CHLORIDE 5HALL NOT Bt U5ED IN ANY CONCRETE:, FOR ANY PURPOSE, ON THIS P,�OJEC,`T. and during plclownerat of ooncrsis v*ere rioted -r►aaarrrosa� of - Art. io- � e. �.Ma,ction c�+r-m�nr}ty+:• _ ---- - -- - - Art. 030 CONCRETE kEINFURCING an °} �_ - _-- _. 1 . ALL REINFORCING 5TEEL TO BE ASTM AG 15. GRAVE SO EXCEPT WELDED REINFORCING STEEL TO BE .ASTM A706, GRADE 60. 4) V*W)Ing u" of rotobed dos`gn malt. - X ho 3% Ch. 14 6,2-6"4 1104" 1905.2--1915.4, _ • t" W^ shall varKyl - - --� _ - - - -- 0 3 2. ALL LONGITUDINAL REINFv-',CING STEEL IN CONCRETE MOMENT FRAMES OR VERTICAL STEEL IN SHEAR WALL BOUNDARY ELEMENTS SHALL 3E A5TM A706 OR A5TM 61.5, GRADE GO THAT COMPLIES WITH THE REQUIREMENT-51914.2, 1914.3 aw I•+�+ ��+b' - x _ - art 3.3ri U. � OF IBC, 5ECTION 1908. 1 .3. `- "" "-' 1.2 2(0). _ b. T1pw Grin and losotbn vt nnahvr, �nc!>��Irp T 6) At the tkne fnErsh ooncrste ti sa ed to x - A�SIM C 172 1906.4. 1114.10 oe+�*Ft•ta• sr•n•1iS" m M09MA-Y tr - x 3.t. 3. FABRICATE AND IN5IALL ALL REINFORCING STEEL ACCORDING 10 THE MANUAL OF S1ANDARD PRACTICE FOR DETAILING REINFORCING CONCRETE STRUCTURES ACI STANDARD 315 NVMeeuw rNrilars, kamm or ottw unetruona,. _ PbbAkeEte r�ecDl+en:® fns tsn th td ter PAA the 1STAai C 31 -- �---sem, "fes or: x - �.t. i� uj � �' 0 4. PROVIDE 2'-0" X 2'-C CORNER BAR5 TO MATCH HORIZONTAL REINFORCEMENT IN POURED IN PLACE U'/AUS AND FOOTINGS AT ALL CORNERS AND LNTEf�ECTLONS. ddrnp and dr oattalt Hats,mrtd detsrmVne the AG 3111 :�.8, !'.A - °' �' '�01 10`•-"'-� 5. 5PLICF5 IN ALL CONTINUOUS FOOTINGS NOT PART O` THE LATERAL 51"STEM AND SLAB ON GPW)E REINFORCEMENT 5HALL BE LAPPED 30 DIAMETER5 On 2'-(7'MINIMUM AND SHALL BE STAGGERED AT LEAST W-9 AT ALT ERNATF BARS. tempeovtun of the otmcmts, a wag of rdHa ch bora. �-�-- x � � � �� 1 1�e le- � �. P ALL OTHER 5PLICE LOCATION!``) FOR#6 CAR5 OR 5MALL-ER, LAP 5AR5 58 DIAMETERS OR 2'O" MINIMUM AND STAGGER THE 5PLICE5 AT LEA5T 4'-O'AT A-TER.NATE BAR_c). ALL OTHER 5FUCE LOCATIONS FOR,1r'7 BAR5 OR LARGER, ------------------ -- __._._ --- _ -._-_ Z , , 1 LAP BARS 72 DIAMETERS AND STAGGER THI! 5PUCE`� AT LM5T 6'-O'A ALTERNATE BARS. 6) It111peotton of auteroto and khotavto py�,�, t x - ACI 31& 5.9, 1600 IIIIIN . 1908.10 ` mill;° l m below 40 dog. Gob "t war ek. 210,.3, iii ►�"� rti►wpsrae�R+ below e•7- ar Int wetnr. _ _ Art 1.6G I.DII " T G far p appllAotlon teatlni os. - 1914.9{. 1114.x, -- __ - x 2104A - 6. PROVIDE 244 EACH SIDE OF ALL OPENINGS SMALLER THAN 30' IN WALLS. EXTEND REINFORCEMENT 2'-0MINIMUM PAS OPENING EACH SIDE. SEE PLANS FOR LARGER OPENINGS(PROVIDE 2 #4 MINIMUM). -•• tea• ro e•11 ui 7. PROVIDt (2,144 BAR5 AT TOP, BOTTOM. AND ENDS OF ALL WALLS UNLf55 OTHrRV,15c iNUICATFD ON PLAN5. _ _ 1 '�`6 Fa-ano to s.ucsAa the ralorrvy rrrl b. - -- UJ - 8. PROVIDE DOWELS TO MATCH ALL VERTICAL REINFORCEMENT IN WALLS, COLUMNS AND PILASTERS (POURED IN PLACE). LAP 58 DIAMETER5 OR 24' MINIMUM rOR#4; BAR5 OR 5MALLfR, LAP 72 DIAMETERS FOR#7 BAR5 OR LARGER. 7 In Har�r�al„sbnanas of M ,. " 111ie to 'ra,M°` rn"'°rmem - -M - _ _ viiiiiw A < T ) epeotlan speoMed cuflnn - x Ata SMA: &11-103 1$a,-., 11m 13. ! e• « - - ___.. ,_ _ _- Art 3.2D ALL WALL REINFORCEMENT TO BeBE PLACED IN MIDDL.F OF WALL UNIE55 O,HI!RW15E NOTED ON DRAWINGS. tefnpwratunr watt teahnlg4m 1914,9 _- 0. CONTRACTOR TO PROVIDE DESIGN, LIFTING INSERTS, AND ADDITIONAL_ RE!NFORCf_MENT AS REQUIRED FOR LIFTING OF PRECAST WALLS AND OTHER ELEMENTS. ___ _ b.FWAmt or rolnfWvrn�, end aor_+nnNW" - x - 29c. of +art, 3.4 J I . PROVIDE 5HOP DRAWINGS OF AH RFINFORCED CONCRETE ITEMS TO ENGINtER FOR REVIEW PRJOR TO CONSTRUCTION OF THESE ITEMS, 0) Eftlaetlon of preo»t cancrste mmmbers. .___ X Ad SILL Ch. 16 - � a 4wtion• of °o`�� ' ' x --=--- =- �1-- 0 e" Cwsbwtkn of mortor�sl+tia _ - ArR J,3' j _ ,a. WOOD FRAMING �- 0. taut p1mmo mM dWI be LwrNl•d to Grows r: �� s+e andrvatlan x - - - AER 3.0 ALL LUMBER,TO BE SPECIES AND MINIMUM GRADES A5 FOLLOWS(UNLESS O HERWI5E NOTED a�,r�� --- - -- 4 IN DRAWING5: �� ~111CATlfMfi AND IE199R�IROO�f OF S1E1�1f. LD0011 KhIQf9 yoaMr,orN -Idoly e, Ad bo ollmm x Art r,4 IL o any r swat rap"mar"k sm ro&L a. JOf5T5, RAFTERS, --- --------------------------------- DOUGLAS FIR#2 b. BtAMS AND 5TRINGER`.3, 4X AND L.MIt.GERA110----------- ----DOUGLAS FIR#I .__. x1003 s1lCstoAncra E04P1VItlp wlotrQrc vase "'-'----` La c, BUCKS, BLOCKING:, BRIDGING # M15C.-------------DOUG. FIR OR HEM FIR#3 - ---- a z Q d. 51LL5, LEDGER` i'LATE5. ETC. IN CONTACT W/CONCRFTE--P.T. DOUGLAS FIR#2 t. tt.karM v�rOElA us o'IwrnAr°MY" • �- � !•�,atl1 x - Appbrw atM� - ' j •�� '� rarb►rwb•r1+.dN Tor J 2. ROOF, BOOR. AtdU WALL SHEATHING TO 13E APA RATED SHEATHING, EXPOSURE 1, CONFORMING TO APA PERFORMANCE STANDARD P5 1-83 AND TO IGC; NE?•108. Set DRAWINGS FOR REQUIRED THIC;KNE55 OF 5HMTHING AND/OR ► �a �to w j AIND 5PAN RATING. INSTALL ROOF AND FLOOR SHEATH!NG 1MTN LONG DIMENSION PERPENDICULAR TO SLIprc)Kr5 AND 5TAGGPR END JOINTS(UNLE55 NOTED OTHERWISE ON DRAWINGS). USE 5PACEK TOOL TO tr,N5URE i/8'END AND I OC-I! - _ �_ -- Qr •• JOINTS. iNk-,LUDING TONGUE AND GROOVE J01NT5. INSTALL 2 X 4 COR THICKER BL:kK;frG AT UNSUPPORTED JOINTS IN WALL 5HEATMING. BL()r'K ROOF OR FLOOR 5HEATHING WHERE` NOTED ON DRAWINGS, s r"*ii11in er"x`'w"'+e'b~ A ' � � � ae UWt ba*m w.r !Ewa l � x 3. FRAMING HARDWARE: TO BE 5IMP50N OR MOP APPROVED EQUAL. FILL ALL NAIL H.OLE5 UNLE55 NOTED OT;LERWI5E IN DRA+.WING5 OR MAI!WACTURER'S LITERATURE. USE LARGEST NAIL.517E INDICATED IN MANUFACTURER'S UTERATURF. vwwtmbw� of obveh" a � ��01011110m to AM --- - x ASM A r w AM A YM tyaat W D U PG:UVIDE HARDWARE' SIZE TO MATCH MEMBER SIZE (I.E, 'HU4 10` HANGER FOR 4X 10 HFAD`R, 'L55U28' FOR `A vPA-F-MR. ETC,), mj 4. `,LI_ BOLT HEADS AND NUTS BEARING ON WOOD TO ELL` PROVIDED WITH A WA5HER• r y'WA"A,meq. x AMA t or AMM A Mix � V 5. ALL NAILING TO BE PER 1130 TABLE 2304.9.1. OBTAIN ENGINEER'S PRIOR r'PROVAL FOR ALL PROPRIETARY NAILING OR STAPLING 5Y51-EM5, �. ""-"'~"r---'~---r-� 04 6. M1 NAILS TO BE COMMON WIRE UNLE55 NOTED OTHrP..WI5E. 5TAFLF-m ARE NOT AN ACCEFTABL.E SUBSTITUTE WITHOUT ENGINI'_ER'5 PRIOR WRITTEN APPROVAL, MINIMUM NAIL DiAMEMR5 ARE A5 FOL{.OW5: � M �►,v*1*4 4`+woe� � x �M u� w a, 6d - . 131' r roomf,OrAmeoM M emgb .o - - >t - _ u. b. 1 Od . 148' t +eac anMe pMseaen • r. 12d .148" a lrrpooMbn of wdlrp • - .. a " - Q0 e. 20d - . 192" t" ►tVtl' N - AUIo cr.1 t>feeat O 7, CUTTING AND NOTCHING OF J015T5 15 NOT PERMITTED WITHOUT F_NGINEER'S PRIOR APPROVAL. ONE INCH DIAMETER HOLE) MAL' BE DRJU-ED IN THE CENTER 1/3 OF THE MEMBER DEPTH, BUT ALL OTHER HOLJES TO BE APPROVED PWi)K TO , '�': at" - - An Ota _ DRILLING,. a .Ylr © CGNC�6LOCK x Aua .a Mau TOOL . DESIGN FM - 1 500 P51 FOR ALL CONCRET(' PAA50NR�, � 111111111 Ira Els.! 2. ALL COW,FE-TE MA5ONR,Y UNITS TO BE GkhPf. N TYPE I tv:!DIUMWEIGHT UNITS PER A5TM 5PECIFICATION C 90 FOR.AR11)TO INTERMEDIATE HUMIDITY CONDITIONS. 3. MORTAR TO CONFORM TO A5TM 5PLCIMCATION C 270 ANL SHALL CONFORM TO THE PROPORTION SPECIFICATION PIER.IBC TABI-r. 2.103.7(1)OR PROPERTY 5PECIFICATION5 E'ER IDC TAGLE 2103.7(?.). USE DE TYPE 5 01z PER,MANUFACTURER. R:ECIMMENDATION A5 REQUIRED TO MEET DF51GN STRENGTH. GROl1T TO HAV MACE WliE' A MINIMUM STRENGTH TO MEET SPECIFIED MASONRY ASSEMBLY DESIGN STRENGTH AND DI"_ e - x - 9KKIIN RJR r� A ....,..M� �• "..`.` �re1tlllrlM = �x r ttt� * MINUS AGGREGATE. � 4 CONTRACTOR. TO PREPARE FOR TESTING AGENCY 3 GROUTFV!1RI9M5 AND 3 UNGROUTED PRiSM5 FOR EVERY 5GOO 50. FEET OF WALL DURING CONSTRUCTION. �a �� R rsrwl '�'� o t1MEb M NM!�� - 5 ALL WORK,511ALL CONFORM TO CHAPTER 21 OF THF. LNT KN-,\Ti0NAL BUILDING CODE. J011111111110. 05165 S. R.EINfORCING FOR 8- MASONRY TO BE ASTM Mo 15 GRADE 60 PLACED IN THE CENTER OF CELLS AS POLL.OW 5(UNLESS OTHERV05' INDIr ED ON DRAWINGS): DATE 12.1.06 a. VERTICAL: I - 05 AT 24-O.C. PLUS 2 - #5 FULL HEIGHT EACH 51DE OF OPENINGS AND', Ali CORNERS AND INTMCCTION5 OF WA,L.5. RII:VIl31ANIl; L HORIZONTAL 2 - k4'5 AT 48'O.C. (FIRST BONE) BEAM 48" FIROM TOP OF FOUNDATION) PLUS 2 - #4Y,AT TOE'OF WALL AND AT EACH INTF.RMEDIATE FLOOR LEVEL L.INTEL5: Lt55 THAN 41-0" WIDE - 2 - #SF's IN L5(71T AA OF e. INCH DE'*P UNTEL. 1.2 .01 Per PC NR 4'-CY TO G'-(Y 51DE - 2 - 04b IN BOTTOM OF 16 INCH DEEP LINTEL '. G"RIaFRS AND INTERSECTION'-) I - 24'x ?.4" CORNER BAR AT EACH BORED BEMA SAME 512E AS HORIZONThI REINFORCING. GROUT All KEINFORC.ED CELLS UNLESS,-- 1ni RW15E NOTED ON DRAWINGS. ALL PXINFORCL`MFNT TO BC ACCURATELY LOCATED AND SECURED IN PLACE PWOr TO GR,�r LNG. ALL REINFORCEMENT'TO BE L.(XA',rtD AOn3 WITHIN PLUS OR MINUS*INCH OF PLACEMENT LOCATION NOTED ON MVWNG,5" ELECTRICAL. BOXES, CONDUIT AND PLUMBING SHALL NOT Be PL11,CED IN ANY CELL THAT CONTAINS PCONFORCING. [la. 5EE DRAWINGS FOR ADDITIONAL REINFORCING REC7UI1t:ED. . Q PERIODIC SPECIAL IN5PF-CTION R.EOUIRED DURING CON57RUCTION OF ALL MA5MKY. SEE SFIECAAL INSPECTION NOTES. 4:�0111Ar>M�OO�YVEU.$bNTIhIVNMtlIMII�TI�d�n[/t11RIQpD vwft"W QAd.3-$W1"dM 11,141'2W 12:26:30 PM,HPiM0Wp[3 w .."1,0„,,v,:.. !I.T^"-`+�,T",wlq,l:iTlt'.�+-!+.�-.ay.IF'.::.'.• --r'R.kM"'!'tt.!Re"^:�_�C. -. �__. �.r�.,^'-^^-�'-+++\N//.•�...OI^'•��.. - ^.1...Iw^'....,lA7P .. ..-.._.-_.��....�••_+.I.www.ww, ..'gI/.A.J1M,nM n."-. .. .,IMf-w,. ..«:e AOM 0 x Now .. e-.won-•'!-^ _'.. w.•.,..1,...... •`I: t , ..3 i u4 T•. , yyy nj . I t a 1 Y Y 1 t Fr d 4 A4 a�.14,..y H..p•9. . , '. ... V +.� ,. r..:. rr1 ,,' „, r'..#R �.•,,94 g -4„ "Y,. .1. 00 ,y i i r t � 2 -. 0t 's k '� -;' s:':;;x !1. -u,.. - 1f :b r.k:.ca;'F".'r•„ d,: ,.,i�Maa'L�+Y ''"us: rlkr_,Yl • r. , -.c'v.....+.Y+k.rsw:.....rJ•:.:�i�ti�M+FxLai.YwrBtiJWw,i4V.YN'31fiNYf.. yf+r�s.JM.WAll NOTES. P1 �N�'NIv�INA1r - J!ATt(AlMP"7till TQ�!l�1CYvffi *0 GfN+iilAWiD !'•OR C�I�iiON L7lI�AIl1Mr�dT Ori I` li 1 �V4jill A J 0"k in SIT! "4 OW NV AU PMACM.L T10N. •- A3Iw+ALr TYM.. ch r�Awra�uaL1c AND� ALE7hltf N71,4C.IC"Aar II�ALK m W 1�Ir'+oneo PON NNW1 � � I> SoX F""14T AU PMMcivN>`+!! / /� / , I ri M N a 1 �'1CJL.fTIOk MN W AND L NTM,• MWr YIAN.ICidi�Mi�At,t ©v11pR ntliR�itxlc SAS! D11iiM� / NI 5/8' / - i5S11LIC l0 C.Oa'MTID. A DO*W T - API�( X A4 X LOc.4°lON OF s, IR (ill . HFY.J7 n NOITE? AND SrVYMARY LINE, BE r TSP PDcIiT�► YOI MAN / L� i G� \ MUST BE FIELD ,GRIM, h ' � ` � ' HED N-S f'c •� T MW�CRrT PC�It!'IiOTOl�.^TP►0ti�L'�LIIrIFNor C.OMT1111G710N1 / 4 £, \ i IdU LOCATES '` S '24'12' E, il.lO -- Pix1P:r+ls alt To W .Oft �l0OMT I�I►:n�fM'1108 AaYt 9filil n►'I OK r �`�� / -'L..Iff � 5 8y`24'12" � �45.�.2 (244.68 R.3).. -- - - --�=---- 2 io, r� �, ► NEiA•TM1t0, ® , c "� ,� 'UP OH& -2T3 '- �a axTw8jDw ealne to rsMll IN m►NarrtlausTY. ��,. L»ICH t;b ICL ��',7 1b iT1�1i Ct7M11 CtMIL�I till 10-4.N SM 1N11! Ill6�l�IT. A!!FMAt)D T is •• ?7 .d9 EW +� _ 4' r % ®r;, ', Aill E ISTII IG �ILDiNG Wtj>-" A,pr;wT E I SE"9'2 a MrDlC,l''U"Ll cr vr/ ti� �' Q 267.Wl __-__-__ ----__ .�_ �„j Nslln.c L�'iGii T!( ewLalwatl t�tl�iaLITu7NI r•1nr1oT wrlsNllR { tl�LliTiP1M11""K*Yon" ro wa1r �+ \� � 1a�o„eIo w !»NiPdTlItT1, / r / ? I co ! ik.ATli,i �• --„� � N�BO w :t;� ' _ w.____---___._ ._<.. � , � d` ��s" sS--.-_--- w s' ss �r 2 wZ ,M'1�1eo►•aa To NNPi r�ryPov�l•-. M !»CilTIIlT1 0� APIIt:NtTiCMtIMp�- Slee Pb.4( 1 / ° - SS-CO e�at�T Au AND�.NC P4IYCNN„i'TY 1�1!<'itT N7RdYrl*1N�M5 NPiY wRSTIac�•I NP!•irAi► Pill!AN�O'L 000WIATM g �' / � � �^, LYNCH CB Rtx1iY r 1 , RIM - 27155 \ . __.�- W 1 1 % IE OUT - 272.75 J CII�OII► .K lYti"'§f'h TO � j�vl! N7f11'r�Yl'AY .�/41gC�+A[•Id. ill,' '� �� / � � h„�� F � N ennau - 27t.r.43 /� S A ' i�%1NW.PINYNI PLAIT,64M ANJ All PIAIILIC PAP,�ILITr MM-11T ARAM*bb ISY IOMdSTR-A & �. / / t. � 1 s r c , TJS 1 1108 ADG'L Mr101W'NATIOhL AND Ij" N � ' 4> L"RIl lAl"To""TOW CAT�i&A*N / -� � � _ � LNE AT WtAW WW K)d*flib C"ATCM MANN TO T"K SOUM 67-OW VNIAiN LII�NE t0 I!L 1Wb'tcyvsD. c1►P �� // kA / ,T� �`.,� \�? 1 1 ''�� --_ _ �•` • _ ._ ..• .•••••� •• � - •.� •�cs_v UP tO.WyT'1HC'1 C>K�"NTIC 11LATAIIt 1'1QtliIA 110 Olid: RliOVl�J A/+b uL41W�R LMS C•AI'nLL A0 I�t�lltlfYD. Ml.' I•- Ch►1L �' "ADOrnONAL tNMOrlrid►TIOM PINGAill NMlai!WATM HKTm LOCATIOMS � '� I I _ R IN CONCRETE I . UP i HELD ��L NUt16TMNQ�.��raae! .� a h` y°� r/ � �h` '�"* _ ir!llYOr.'PNO NNATll:1t LiA! Ahill7 roC TD!lR If(�"iCJVI[D N rri MMTM�[TY. / cr � -•, �-- �XdiTNC1 UrOOdtr�N j PM bIRVX8 WA?Wt LP4 TO!d"1AIK 6M fteLIC PACNL.Ry rWilMN11 ARAa*" " /�0 / •/ �'') r� BY WOtiTNiG7; q,T,lO1M"IATICJIN 111101aAla7ab NSW Pill0!I[vtGi UrILITr LAYOUT. r6 ♦ e "` °G g A ® 11x(*T*a mm MYD1Q,eW TO AIt lldiOrV><Np IN It*emillTY. � ,'� , / Q '�� N \\ � C``� Cti N N� � ! .. UvLBOX h7QiTM aAe bt�MNe ro PONM P® Ma P»P�marr. tN'Jcla rlNcs SAN►LMr1I To I�1AN Pol•Ias-FNocat-uP Gt dpi .•. - mr•".-••.•• - o.,�! M ! O `O �- N / 1 N ' 6 WF IS ON Pill n*NW INALi�Mdt dAi C.f7PTAM'T1� bWt-0111P All MIS- Q�` / w.�w•r.wr ar ar s, .e w�.r as mass w air er n..w a aa.are / `�.r� r w r�►� qq ! ! PROPERTY ��r��Y / LINE ~' '� 4) ` .. ----......._,_- � N � • szs.-co IIS »t -- -- � O lXIiTM'Im WiMtT.yM1' ii#I�t SAfRV1t„,A LMi TO R3kIS"Mdti SLW.DMd01 'O!!i 1!9•IONID TO RX6TMN�CLa.WWT. • 5/B" !R (P1 � rM►C!Y*I" 'Y-' C00r01LI►tE 1�-NOdC•'!�'OP I�!'!U NRVIC! L►i' TO i)tMiTNC1 t!�! 1'LtI iDRkkA PLAAI, A . N ( C' DOWN 1.00 1�, .GTI SFl1!T P'Ll KJR ADDITk�►(,,y- MrhOPA'IArIOPI A iiN4RATi M.ttl11Mlti P'IiWIT PPr7l11wi G!?1' OM tA3AlV `1� N ("� HELD oil *42 rJIP•+IPtRP W INMLL ft Imo. P�d.l,bpl M C NTRACTC�IR Ib PWi.POfViioL!' "OOTA i1mb o� ` N �.; � PNt1rl�nr. r 1 n L P i `••_.w r r w . .w w- _. .' 1-'80170M OF OHT OF 4e> I 1 1 �� 287.52 tkliTMdOi 4�/i9gkC .� TO 1WR!1' kyVQP'J Md i»IMTII�T'r. COC�IhINAt! IW M�ORTI.lPb1fi11 / �j I i ��w`+► �- sL.Pa.•"rlac. � // �� ` �� t ! I N � 1 I I i I � � I ♦ � II CC,7? R'OICATli A&""LT SMOff LiP�. 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(2) - r1 61MX AT TOP ara 1 A ',`; , co �- 1 + 0 10 a qty Mdfb MT 0tiA1M(i+MML ~-�---•••-V4 M.AF1sr� l 01�iORT tX JQM�IT Alp!'IbpLR � .. *•, •' '.��.; -..f✓4' C�14hl�Mt • T1'P. �I !?d�4rN10M MAl L FM DO=PIt) � • Ck)NIOI; TO MITA61011iL `ems. 04 C?CNG AF"I a P4W. 11/4' x 1 119'C W.KRY111►Y _ _ M"RMI PLAN 4444- � op IRI��. -�,LTWIFA ATS 01�M �.____1r.__._ �' coI IUA X IM r'R•1.W' tW a -N ' r' , a I�CXBC f 1•. • ,•�•~r PK QA%4CW r' .•, Pull LAYOUT arAlu c�T,�MaTDISM LM .', ^ --1�a'11Mtlr,R IW(4)JV4'0 o AWN RA r 12mLBD a OL - dIII I•rr . • • i•. ` ` "t.r. •.. i f. 1,• t u A AO TO 1.EIv1gL •1001 No. 00106 ' • r ' QAT'E 12.1.06 �t ..._ pft 64 37� i� :� * • •�. '. g It 'r.LC� m IRtbl. 1"OMR T YP.G�C7W.hCxOT1P %� � w � 4'• I,� e ? 46, L MAXI r'•1M GPAGW w&V a aN 111a R0WAiT,*"*r'{.t 2. +"OWPAch)1! t��I a" AIR Oest•O•I�awT+�(Cil►s AII�wN1a1,Aare � . .. ..__..... - A2n2 CHI%\ io# 00101104 ALI A M WAga --LEV" .--%Mmf!M N um _2&L 1 I e FrmW6, &9.)6 �►7 Ai.l � i' p 1°-�' F WALLffl /Cal:- �lia. ? �� I m 4 -m' �w-086, 1�t/21/=J9 3d: !S. 1.06 1 .ffA I's � -�9� t!l�f6ll_A„1t'r02, 10.ai.0S L �. r :1pewA+3e100QOWllI�AAin+bllrlll�mlNq 1!6_,1E<,�12,2_111D1rArrlyii 1314f 06 9.":31 AK HPO+�O 011 ...... . . ,.-..moi.., .: 30X- i n f r aar 1 i ,. ,. .,,.... ,., .. ;,. .. , .. .. .. :41nn-s.- -r ..-.....-_ter: - _ _.,.. '.gee.mr...r„A, .y ,,nr.,...r--•_-, ,. r-a.._......_, __..__.__._....—.__.®_.-.—.___..—.- .__.,_......,._. .._._..r•._,,,-.• ... __-w-.t',e. -.__.. I , r r R d i , t --r,y-."-•.•.-_. •V"-.•IYIINYI....dIUM1,..IiOa.-w_.....-.. _.y— ,r•r.._w-.Y.+rYw✓a,.1t41.1..v r1f Fl: ... .:.,,.. I,. -•ew..,uv.0 rdcd:a:.u..:.y lr+r..,sa:wa«,+L..raiYardisr+.: wrtiw.4,_......,e,.w»,wr.u.........:.,....:,..-,.w«+r..,............. .. n .MkrYYi.Gw:-L;IY+Mra.WriJ+Mkim -. . - 148-0' jow s4'-�• -- JOINT 24'-b'__ 4.-s• ' ^�i -~ 14 _ 141-6 W,___ / vv b Tm • 12' Oro, 24'-2 �` 1 74'-Z 4 ��-j t4' 1 to • �• oc.■.�uK x`'27 g P-26 4 _W_ —_ —.__.. _ —_--______, 24 +. 14-I y m n ,6 W �r i a. (2) - % Tor �-rYP.PANE 1�Iwr. � � ! ,� � � � � +s • *'Or*EA uJAY PALL i X 17 P-1d R-"1 IP-1 P-11 23'.x' A r.p - 1 O.PANEL i NAGS I (3)- 0 E1A I T.O.PANEL i ANIM OM" i M isvwl � I.- LO .D I I ----- _OTS o"" z PiLA►�liAlcfOP,cv I POI1t PaE+hw. twOlt t®I�VH. I I TYP.PAi RL Mov. ; ___. __ I � E PAS. P-E► M PAiML P-14 (2)% TOP, (2) TOP, i F'Efit tNOitr"1 ' I ) I z �` AAS, 1'�,tlIEL I �Lij I � e" "« ' t c,�1 Rrw..al �' `••� ( --- -� - eR DETAIL NtJ11t Ir[VEAL_ Drj*d10N6 '�— 4 01 161vroA1 (a) - M IdOTTCM 14) - Mt EA 94>1GL%d 9 tiE6 I I �� 1�C.7 • #'Or, TO 24' Aacm! TOP in �c� �j _ I , I I 46, CIw OWO - SAL ANCM •24'OL - 4+ or - I -3r6kT I _ W L------------------- f L_ -_ __. _ .-- ._._ __ ' I (2) - +S TOP,WT, 1 FA 61DE LL. F'P6fritDif 60;Carwl. ,_.__, \ I ---------.----.---- �,�y O ADJ.P`ANML& �' ►" 'S 1 , jam LOCATE' COW P!R PA RL P-20 t L•�• ° •(4) - %Paa.l- 11ElAwT EA '-� F-- (!) - ♦I�1LL IljNbW LA FA003 PACE �s/*! T • 24' Or- W •� u I f H ® it V TWO • Z4' OG. -(b) • % MLLiT i, lt&O til f '�.! 1 W -..Y ..._._ . ..r-. _.- P,A,Ca s/al TM • 24' OC - NOTE: OTE: z PANEL P64NEL PAWL PAIL- � PANEL A JO JOINT +* JOINTV CONTRACTOR TO PROVIDE A NON-SHRINK, CONCRETE COLOR MATCH GROUT PATCIi OVEr.. �.�. -- '`',�,'• "14V ��'-a' ALL EXPOSED TILT-UP PANEL HARDWARE LIFT POINTS AND BRACING HARDWARE ATTACHMENTS 32'-II 1�4' 32'-n lq' I � I � ---- - I Q -- �2�-n �`•--- — D'1''11 �+' _ u'-&W THE CONTRACTOR IS RESPONSIBLE 1-0 GRIND 'SACK' AND TOUCH-UP ALL EXTERIOR TILT-UP ' ' o ,_ _ T.o. P-10 _--_ 4 -- _ P_B — g �, —_-. P—'�—��- 4 P_7 — n, — -'B -- 4 n: w P�6 — 4 SURFACES. NO "TELEGRAPHING' FROM- - . I I 9 1 I OM POURING SURFACES WILL BE PERMITTED. NO HONEYCOMB l POCKETS PERMITTED. NO HOLES OR POCK T-0.,' _ P.f�. S OVER 118" ;N DIAMETER WILL BE PERMITTED. ANY AREA CONTAINING "PIN HOLE' QUANTITIF S UNACCEPTABLE T-o.PANEL i AISLE TO ARCHITECT WILL BE PATCHED �•m - A -------- BY THE CONTRACTOR, THE ARCHITECT• WILL MAKE A FINAL AESTHETIC SURVEY OF THE TILT-UP _ PANELS FOLLOWING A,PPLICATIOIN OF THE PRIMER PAINT. ANY NEW AREAS OR "PATCHED" �- (2)A 70 TOP 413WoaM AREAS OR "PATCHED" AREAS THAT ARE UNACCEFrABLE WiLL BE FURTHER FINISHED UNTIL � GN (2) - X11 wmz. /"TY°•1`AAML W ACCEPTABLE. ALL EXPOSED INTERIOR PANEL JOINTS TO BE CAULKED AND ALL EXPOSED\ PICK PMMW ,f TOP 1 lIO"""l .2) - �s PULL w W00, Imm Nam 4 POINTS TO BE PATCHED. OF G 6EE PANlM_ P-t1 r EA«FAC.B of JS TIM • 24'Or- ALL PANEL VIEWS ARE FROM THE OUTSIDE OF PANEL ► 'JOKING IN TOWARC-S THE BUILDING. 1A 6 v a TILT-UP PANEL LAYOUT AND DIMENSIONS ARE FOR GENERAL LAYOUT AND REBAR LOCATIONS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS AND LAYOUT OF ALL 'TILT-UP r PANELS, INCLUDING ALL EMBED PLATES, AND MISC. STEEL ATTACHED TO PANEL :BALLS. t L------------------- ------------------------------- -- ------- -- ------------' -------___ __---------------------- --------------'----------------_ ------------------------------------------------------------~-----__-_-__..__ ._. - - - l2) _ %ruL wL■04T, - - E4 FAG! YN 9 TRr6 s 24' OG y ELI I VAT i f QN SCALE. 1/0' >A u sE I 10M1LL P/Y+EL ANLLJOINT i V I PANEL u Z JOINT JOINT 14'-V 13'-2 tit JOINT M-1! t' " 26;-Il I}' 30'-6 14' eq. 3O^-11 - - - -- M P-29 P-274 P-25 -- -- 1� t3'-2 k' --?a-2 Lt'' P-24 n, n; P-23 P-22 �'•- 1n: P-18 +, ----- P-13 V P_12 4 1 T.O.PANEL (3) - EA•PACa uv , ( 1 i TI-M-WALL 'PER u1 .i w '! T00 • 12' C74G '• T.O.PANEL 23'-si►' � a F.F. I � -.,..... _.23'-4 ��.�.- OR'itY3.8tZ' - � -- !!!-m - a F.P. z 17 0 T.O.PAAlL - T.O.PAMiL I (� 4 �+'-�' -a w.F. I n '_ '-c' - Air.r I 6U P01�tlfNF, lw&r 14- riT. PAlEL IrLIM. _- - EE! PANL'L P-I POit 1lE1A1". ,f�mm MOTIL'� I I LLI6t� 4' L� I + p�+ cc 6EE PANEL P-i I I - POR RE". xUJ a _ _ I I W or Dm_uoo1R OP/'*ft I I I Al -- 1�-ePJJ� PAtiL P-21 � n rAlEl P-i2 1 �-f?)_ 'D MULL WOW,EA FACE - 'r I 9 TIES • fi �__� vv • O to 24' Q ------ - A OV2 TOP OF OrW'G - Um ----___.__._- _ @ I I r(Z)- 'b TOP (2)- r!'i':�P' / oOT. SALAAICR . 24' OC. i I , i _ I+ EEL\ -7-- (2) - lb WMZ TOP' 4 HOT. 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'1O"� , • JOINT NOME I- ?rMCAL PAML WW TO 04 • WO, G v!IW 4 V 012-0-M WM:L /(2) - 04 AT 3E1-6 '__ ' i Lu �■■L �'-'1�" 14-� 14" 01) - ZA.FACE WMZ II'-li 14'•11 ' PE1ar1ttE1� ilNLfAM OTZI)liELA6■ NOTED. `-- --- P --- 4 P-3 4 — P-2 �` 4 �., .___ P-1 4 P-28 — IW'% 7*6 s I2' = 0. ---�4 � �. 2. GONCIBETE 1x01!ALL PAWL W4L1.6 TO WAVE A t'Id4MMl31 Pa EcwL ' ' Q O 1 p p P-19 0p� P-20 Q 41! I lbw) 1�i M] ri YI I e,3 AP.11i)1!L PAtEJ. a ro 4~pot . 2r raAr>w S. ALL WWPWM ID&AM ".L& TO IM & v40 TI,*MK"&M*a34N ME NOTL'D) ! t.O.PANEL /� '- LOCATE fEf'1NED.D 801AW T- O 4. PROViDE (2)CUN mCTIOAN MACA4&M OF EACW r4W..,(1)COMEI9CT10N s mo- f IT 23'-b'• A P� � (�' OF h � ( (Z) - �4 TOP mmw, Apo (t)C'a"criati i'-0' maLow TOP of woo,P�AiMN40� _ II zO 6EE i —11'P'.PAML �r+"� --- I T.O.PA11E_L i IME110,MW NOM '144P - --(1) ,C„ A PAC49 vs/41111116 gl 741 AM"- TOP s. EXTEND :4OilIaONTAL AND WRTICIM- PMft!'. • OP'lHiVli!! • Z'-W MK 1*A6T O!'EtdINQI 1 _ OF OFw%b - SALAHCE a a4' Or- ;& D'Oa"WAY WLEAO Amour oT►+wwom - 1LIMNIII 2'•A' EXiW*rk)N 0 NOT P06O D K MWWApE f2)- 4 s'•IaNx 20 DEAIMtE 6TANDAAW WOM I TOP /!'fDTTCM •. —_--- Tce mormm T D Q�EA WAY InDICATIS OUMOE PANEL.PALM WITW EXTOWIE CEilAP'11C TILE I _. i (� _. M.PAHO RIEIM°. I��(2) - morro`1 WAMACOT,A� 610V Ant POi!ACCL WO1R'tA,Tk7P1 �• _ _ I ---12) - tO10 1 LSOTi /J ' DEVON RJR °A P OVIO '�. E(4)COW FMRI g SL7 ACJ.PAfMi.B � I I DRAWN RJR f i (8) - '4 FULL. 14ENSwT,EA PAM Jori NO. 0d16S - r _ _ LOCATE OC�ML PER PAS P-21 6 • { a t0 24' DATE 12.1.06 '• � AITION .MIO NIOC7P PIIIAf'lMIA PL.I►M AND OlitAN♦6 FOL! -------- -----r .'- .— ----- -' .'. """'-_." ._. .�---- -_ - ._ ._. _ _._ - wJ+! 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Uw:,OQ 111G!lA11, TO MY11I'0 •' 12' Of. - TYP. i COLLMr1M sc�RA SAID 24 G A PRI' lyif7�' ET a M..48111Nd 1 I Ei1 LA b106L7M`-4a M1L I f2' 'i ii , tiTIL'IO • 16 OK., - T1rY•. it �L Z MY eLALANT -• 616TJ,LL PM F'PR --. - RE mOoffloNTa -_ _---_ 1 24 CSA PW-W 1 A CiLR Sgt ! 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MATCH ; I 1 ARCHITECT PRIOR TO PAINTING r- 3'0 504T PIPE TO &AApT 61.104N - W 1 PL AG NDOWWJAT11 U I 1 1 1 1 88MA 9AO1d73-49 MTL BTUD�1 V4' 1/ rAG POLE MW � 64IOP DRA11* 6 - PANT WP'-4 i i 1 ; • 16' Q.C. TOP a!!OT TRACK i0 --- i I i ----- ---- �_ -- 3/4' 6T1_ v DCAI..?* - "UP - r ---.------------------ --------- -- ------ ------- ---- -- ------------- ------- _ - ,---1 * +1840 804T PIE AND EXT&V I r A1RC ' T4WU Mx4X It 4 T.S. InM BRACE :J I � 1 i ' PAINT WP-4 1 1 I 1 1 -I i V4 i -r�-LITE' P9!-MMPI.WALL l . . , J.00�.OPWWTM - ►- -i--- - - - -- ------------------------ ------ _ _ -- --- --- - 6Y6Tfs'1, 31E V4 I , � 1 1 , 1 - 8 x4 x � TUM .• _ _ _ •i � ., I , /'" _ - ®itACE ISETtiP-EP! PN•E Q M'-4' - A F',M. ' - 1-- POR 4DIL'L 4�OIf-IATiON --- - CClL6. - PANT kP-4 L IMIMA 600T"-A43 MTL ' fit ' Tri FRQmft P!R PLAIN! / P �d'C' rrJ0163 0 24' Off. TRICK r/!2) - 00 6C0>'A,Ub 1 _-- _ ` Th.PRAM,P NA"-< ��(9 ` it i it 1 1 , • EA 67W------ II ' , 1 1 O8h1A 9i1DAt?!!-4+�MTL 6TllIa6 '_ -___ II q .)AV(2�) TO I 1 '� '---• ' I 4-I 20'�.PIE-MIN.MTL BO�IT P,ANLL6 _.-. -.r._ u 1 II (COW.) I 1 �' kb' O.G. TOP a 1'JC7T TRACK I - -- -- - �C., f EA J016T TO MATCH _ i I 1 68MA 601r/TE310-43 MTI. TRACK iLl.' POR AW1. ! W 0.1000 PC1UM DR IVlN A 4CNOMIO I/a' `� s- - V4^ 6TL C►A►OIC tr DR1 ' MTL 'c'.1"Tr • 24, O.G. ' �lip � , - ---------- TO ACCEPT U' I�tXTG ' �' O.G. MTc2 CC7hiC,.PAFEL WALL .-.-- LL.E[� . 1 DouNeP•ollT, PER PLAN i _.. ___._ __ — PAMdT WP-4 OREG N A 411' OD. BTL. PIPE 6L EEvETILT-U0� O� \` - -- Uk 'J4' 614NI 6PACE BET'16EEN P*1� II UAALL,P COPIL PAIY4el a !9./1G POt.E - PRIWI TI WALL,PER PLAN - - ' ---- -- I 6WM a PILL, W GROUT L�E PLA6 G I_b ii '�A� OF mm-FK 3AWI (2) - 6'0 6T'D. PIPE MTL WALL PANEL6 COUP'_ b - PANT UP-4 y,� ?0 Gro.I°!!-Pft MTL 6C"IT PANELSI/4' `/7--- -_�_C vwe BENT MPEETO IqT TO "� s 6TD. PIM CrmOL. - TYP. S S i 1�'�4 I T ' G CANOPY990T I GSI 1 MA IN i�TRV WANOPY __ � �iT 1 � F 1'�C�Li�IT( � T�i �•, SCALE: �/�• • �'-r�' GDN-001, 6/6/04, 0J ..ALF: 1 1/2' • U-V GT)W-002, 6/9/04' IABDINCALE, 1 1/2' GDW-003, 6/9/04, <- s K ALVt ML.A3 POLE - WROT Ik'-tW a v Ole POLE TO BE WAN-' I/8` � 2" ?' ■�► � Il' - A R.M. I i !JI•'CIS I. It UY(2) 67L. - - 6. 1 I/4' CAP'0 T.O.PIPE .CCL- TYT. i I•I 9/4'4 x 4' DAl1.Lll) A!?. 2'if PANT WP-4 - / V M I 610 6TO. PMS C --OI. - -- - ; -- �_ I •l Is Cl I.GLcSlio I I �� (TYP i 1 _ - --26 GA P'W PK MTL PEAK z. a - PAW -4 -- A' I 0 PN ( ,} FLA6WING,LAP 6EAl"16 3' AND I ' I I ' - 7 SET IN 6EALANT - PA6TEJ W/ 044 •t L 616. POP WteeTi) • 24' 0j=, (COL-OR W i OF T,9�PM•E� I � I _ 41'-?' A P.M. ATTACa�1 611!2. T7 TILT-11,11PC.OFIC., OD. (MTL.PIP! I � � ' I 141L�TI�L'FOLIItC SOL T?I -6EEI!•�ED 4' MW. �y-- � TO MATC:N PAIE'l, GOLt�I�IJ o GLM*oE - TVP.OP 9 i i 6P'WAL. &*PNG71O1R"-� N w = �_- P"''T UIP-4 -- �-- t'LAMdGo" . CAULK 1p-3�� TL's+N4, && x 4' E !!ED ? 1 0 CMA Ci. 1.ST0T, x --V70 1i. I. TNRAAC4ED 1Ri0t2 (I)EA I � 0-3. �•.. __ -_=� � ' 'OI'16.irA-LITE' . M40 OP AWN&O W/TUPv*k*:KLE • TILT-IP M PL PAilL MID-8PAN A8 11115" I -- >i CSA QR I.6NT MTL HGOS> UJ/ V?' Cs I. 64�iM E'_ Y1J '!!4'10 _ ' a �' -� MTL..W41L.L r-A�• 61'6TEM 7 DRILLED A B. - V-10M WE " AC10'L. !N'O. {♦j !,IPE OF 6TH_EIIRAC"'R � 1 �'' ' � WALL.P!!!PLM! ST4�F.fIJ• EA �D , f!) •G2Mf• 1 �r 1e01Lti>14p !' K' V. �-- ` YIP-4 r. Y. f w cc1 r PAINT TA ?' x. ?' x 3/Yr' - -- •, L i VERTICAL - 9,t4' 6TL. v E9O�..T6, rrr. , /�� OF !21 PER NA DENT i -- - - - ; I TA.4' x ?' x3/16' I '`��6TFg.PL,41�k'aE TO ({dIM A �T�� T.S. 4' x 2' x 9/16' TOP �.6.PREM'WA TO BE � r d PPE WEf.GTION - PANT ' I TCr 4 EMOTTOM 3/16' b7� B*X It a EIIOTTC�"1 WLVAdIZW - DO NOT PAINT WP-4----- 4 CK Tib.PIPE I � I f I � /' V \ x L3'-1 • A r P. - -•` AO*� ",I — Lill �. l' ' """"�"' In,Cil. 1-Ip TOP ! !'0 004T PIPE T1rP,OP ; , - - - -� u1,3/4 0 DR1L L1r17 A a El'6 4 MIN.• � ® f- I III I,-cjocvtowATff 1w ' ` !~ ! J' EXTRI1610N BY MALL PANEL rf9! w ui VY h I.ell-It TOP a R•JC1T. -`-TAI.4'x 2' x 3/16' TOP I DOCX 611AL F1CJG1Cr did 0 BOTTOM I - -� - I<AVReft • I6' o CW,&N PAINT WPLu -4 PLATE i I i mn-WALL Af?IEL TRM 8!E MAR ADD-L INKA"At1ON ^ 21 OW1®0:*M PLABFl"% T]CTIA PRE-FIR 6412.MTTL PLACi POLE ACr.(806 I cc V2 Lit I.8IE'I It.BJZE _- _ _ -�_-_ -__ DOOR MOR WNCM I I x10`-0' TO 41ua ®TL.MIR.ar'II�a- Ta�aP�t.A�4�arc,1 - srxo►� :A4?' x = �� v14Y. T! ?' x ?' x ! 6' VR , ft . 24 l �� i� I� OTION i� rllll� - - - i I .................. .,� SCALE, @ 1102' • 1'-C' GDW-049A, 6/9/04, Ab.A SCALE- 1' ■ 1'-0` 006, 6/9/04, z © O i OP TA PMNs 24 Ciro 6112.MTL. `Z' G4_08URE 6i<t c re Q N COW. W-U.ANT - PAOTIN TO 11110701' * PAWL. V 40 x 1/2' PLAT 4EAD WLP "j 1'�4.AD POLE IMmtom - IL O. -X•� � AL1. TA. IIUh1Pki MtRm4MII� TO TAPI•MiCb a 6E ALED • A1.L EDGES M CAP, BY FLAB 1001.E R'JE GALVANIZED - DO NOT PAINT � � a•• pOgR----_--- D`O_f ! q y-O' -- - TILTLU• 1061011. -26 CIA PPE-PK 644T. "rL. WAL PER PLAN - _ PEAK MLAffiALA'i. LAP 6Edh16 3 a e[T' M e'.BFALANT - FA48TEN TO M. !'dl�IEL IW 44.4 N P040 RIVETS 9 0i1 _ 4• - -._ ----_---------_-_-- 14' Or- PAN Pl ING &2\/ATIQN rr:'o W IND?Nvww IF] AqNjW# §m&9T1_QN FL COLOR TO MATCJ4 PPL 00 A`.3 6,.ALE= 1 1/2 I'-V' NA14E,DATE,TIME .� WALE: 1 112' • �'-4?' Gw-m, 6/9/14, — V „ L) 4 - ____ . - - - — 'OMEGA-LIT>><° P9iE-FI►t Mrw z 0 ---- -' ' - - - WAILL PA1_L 6'YGT5M,BELE ADD'L h�A 001MATIGN W 0 lily 'r' McMN1oN BY M'fL N WALL fs*AL MMR - COUM 'J' fXTRL1610N,BY k ALL '*AWL I >rR � TO H ATC3 4 PAkft C CLOR � - W& L It TOP a OCIT. - P 1116TEN V/%WP-TAPPW OCRIM • 16' Oa � ' W - 114.0 DRILLED A,'!A 26 SMA MM-M 604T. / 20 dA PNE-Ak 1l►'A• ' MTL-!C)P m rove MTL DRIP ML4bPiMCM _ _MTL WALL A*w M%so `��•�� __ � MAIN 117 �� CANOPY 1*1110N RJR FOR ADD'L 000. ---- -- ...., N .. . . ._ RJR Alb-1 SCALE, s' • 1'-& hnw-009, 6/9/04, DRAWN ? i R .W ,�" �/ 8 N0. 05166 1 IA rrr' DATE 12.1.06 �._ i111 msms ALL TA.MUMM To w 2.1$.07IN r8,*Q1\k*mQw 4461ha AIL_ A5u3 GD1/ 0P7, 5/9/04, p ` #t�" at�ae�a��r.�:a�rn'�'w , •- va :?sa:rac.*x;..f'i,.m.�*„ ;;�*- ;,;� ;;�..,. , .i .. ,I' ..-�.��,;,, r~ v.f, t rt tri 6:4 eIpOgOM111I 1W A_AS.3_0101-491421XVZ 01AKNO1bM'406 , ' 30X oj Y I ...;. a ..,. .. ., .. ,. , —r.i _v. .,, .r, _ - , u.. uJ{..1SYiA....•.M.,JY.... _ �YYraa—._ _ ). — : 1 r _.V r, J^ -------'—.. 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