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12447 SW 69TH AVENUE-4 •P 1304 T YEN A LEE xtP0RT1L,7kND, R o� i TIGARD CORPORATE C N .TER I SPECHT DEVELOPM NT S.W. 69TH AVENUE TIGARD, OREGON REVISIONS (PARTIAL RE-ISSUE) 06/30/99 VICINITY MAP PROJECT DIRECTORY GENERAL NOTES DRAWING INDEX I�1 _ 9WIIIIER rC►ILRAL p�� y��. SPFCIiT PROFIT h' E S INC _ v 15411-1 SW M'LKEN WAY F +I I" I' f F R�,Af E T, N T•tE ARFA CIF VrOPK 'J BEAVFRION OR 9700h /' t :v T•I J N SITE : " ONTACT BOB BURNS 401 A'J I A'J r T i A' n F: MLFSS FOR n r V. U I ,>•!Y -PROJECT --� ... C r I•,f •�{HCUNiva { " I •E OWJEP ,_ AR� i�T ;T•1AR 1 - �, _ �/+' nryw. ' :� •, i {.. RnFal•II' tfh _ ? � ,JP F, 1• aI,1.: ,t r rlr, t 1 t,•, E . By T`iE "dEG.GF NCE OF T•tE I Jt ni JIRAUT F. .I A ,f 'JT EMI, F' h . I•II s LAI IACENT WORK AN;,SHA.. I f S v > t J f •{t', r v f: :. = x CONSU'. ARCHITECT !I A•i' 3iA A.L. Y E'" f AtiU F f°Nr,A { :' OE N vECESSAR • > !nL•, .• ,PS AH- 111 !' x _ '� a i �'. "� I,he r> �•, Ao II:I ` , '.1 'J �! SIJ TE 11h, '.!I •fA'J A A'J: f k.'TF A. r. P. :.{�, E ,(,'J F,J 'J', 'J. f I• -F.PARATE PENIA PC 1' „t.u•., '.1-1 f f I 41 APT A3:E B,J 'J )-IF 5 ANC OR: 'JA' 2 F_`ONII A; T '1-f GORMA•i F III I t '.h I7,k 'A"hDARD� 'f . ,'AL E A'OI ,f J:F°, 'J r C F :1A'I fJ aE SHE TITLE cc ' PLO)'JL 6.11221 1121 J ,. a'J ! I A A'J• J,. ', .1a .k dF JI 1 �', i•, i•,E F ,F:... , 4A_ AC t C'1VER EHEET 4031 uj {AX 1 2!J7: '•f Jf:F, Tf I'I 1 TO IHI )vV•it P C,1 . �hA 4'J . GENERElCONTRACTOR :+L,var,EarJ'•(,HAhic.;- iC,hE ,,I11 t :.•, •J .Ia f e• ..NLH NG F_ ,,t S TE STEj: ,T-ESF.A"J ,. -IAL Gf'C)NS'HUC ZION NW'29'H ' ,r k {•A , N(, a1 f iF F� t FII � a;I , tF a',' 'AA• hF. HE Pu" F G' FRGS ,CON'POL PLAT. I•LLSBORO OR 97,24 f f +F1+! :vH T TF'J F J 1 ;I F 1 'J. IE Vv'JER ALIT•iI-P F: :T _T- ETAILS i faH 'Hf NAti1E ,f f 41.. , v • aJ CONTACT TIM AOHNSON E UE'A LS c [ "•11 J Ill 1.4 'A r•J1 TE -EA.'10i ARFA- -F A'4 ` - t I TCiAPEA 'tf AN:'SCAPF •iE1 _A OUT w FAX +h0.ir•j3 J IPHl" S ,,t7817 F_A' AI !:TIAFNT N w: I :LE .k ,1 i v 1 A 2SCAFE P_AN Ir ' C • , n,PF1H'A r :. , •,:. Rt ,,{ ; iE. OWNF PaHv PERM TS AND FEES F x t PT T-IE A'J: APE P JAN /Q O T I,.., , AN: APE FLAN I fig VL MK CONSII NG SUB%I A; ST Ut PHUPOSEJ PRODUCT SUBMITTALS AN: SHOP 1933 SW KELL 'AVE .n:; L,. �E T F Of+APPROVAL PR OR'G S'AR'OF CONSTRUG' ON hr hf.I r i .t --- --•�� A,2 COLE A'J:•_•SIS 6 PART TON 1Y PE. O _ J PORTI AND OR 'f7201 - CL 1,' a Pi., :••, 'AATF HIA 11- F E') N THE :)RAWINGS W EXCEPTION iO SPE'.F C.F,NISH All S.E PLA', Q CONTACT JAMS i KNAUf F c+ J auf 'i't'J t )BE TIN AN OH EQUAL'BASIS ANY PROPOSE PHONE '503.??,' We,! 'HE AR(-F-'F C' •N WRITING FOR APPROVAL W THOLIT DEL Ar A: t f PST F,COR P_AJ IFAX 1503,240 f i'I I f A. . 61;CON-'F-OOR PLAN O � a. J LALIQSCAPE DIMENSION$ ROOF PLANa„4 STAR ENCLOSURF PANS SECT(,)NS :)FTA LS V NF •F•'.1A I J •, W,N ON T'•if :)RAW,NGS RFL AT VF 10 EXISTING CONU T ONS S GIVEN AS THE A31 EXTERIOR E_E`:ATONS GFrR,S F RE5f"LE v f i PE -F N' �'u :, I t F ' A T•40UT GI IAHA!JTE F aF ACCURACY THE SUBCONTRACTORS Q 1020 SW TAYLOR 51 nUITE 3"', a f .1 I. { f + ' 'r•, •.3N-, t'ONS ANL A_. ::MENS,ONS AND SHAY,.NUT FY THE ARCHITECT 4,3 2 BUIt.^'NG 8 VVA,.SECTIONS PORTi,AND OR 9'2n'a A." t'E F •+'r f I. 'OND T ONS ADVFHSEL'` AFFECT NG THE DESIGN PRIOR TO PROCEEDING A3 3 6U_:N ,; AA__SECT'ONS /gyp CONTACT CHRIS FRESHLE f As 1 EX'FH CSP DE-A LS '.if 1, 1 a'. a,:( 'YP,C At TC 'I it CEN'ERLNE OF COL UMNS AND FACE OF S'UD OP A4: E X'F R CR DE"A LSale PHONE 15113 2??)88t k 'I ''F 1+,•.',F DOORS W THOUT LOCAT ION D MEN51ONS ARE '0 BE SIX;FI a, ' EP OR ELF;A' NS FAX 603;224 706ef If ii. 'I '--I I I t a f `JT PART TION OR CENTERED BETWEEN PAPTIT'ONS \-LR CH STRUCTURAL + � I I• '. •, � ,I'JTHAL:T0R5 SHA.. USE DIMENSIONS SHOWN QN THE ',*FR CH DE'A LEGAL DESCRIPTION :•:, :•', I A - I 1A1 A.1IHFMENTS NOTIFY THF:ARCH TECT IF DISCREPANCIES ARE —�� VI MK C,ON;L( T,NG J F AST FLOCH RE f I f I_ 'FD CE L NG PLA', 9149 39:y3 SW KE:. AVE SECOND FLOOR HE I .F TFD:E VG P,AN POFAT.AND OR 172011 FIRE PAQTE,QTIQN Ay I DOOR 6 FINISH Sc•rE ,I E S 8 JCh�R DE TA S CONTACT .FAMES KNAUfF 1 FHL 1, t .35144 'Af E T NG THE REQUIRE MENTS OF ALL GOVERNING AUTHOR11 ES AT RATE^ PROJECT NAME 01 NO TAX MAP 14132BR.WAS•,'J'-,i i'J )IJNTy STATE Of OREGON PART 1 :�'JI, 1.;)(IF' IF,;. '_F , NGS AND RUOF LOCATIONS ALL REQUIRED FIRE RATFC PART TIONS jl,I'. STRUCTURAL'40T S 8 SPECIAL IN PECTION PHONE ,03 22.'4453 j 1A,, 9E 'UN1 NUU JS F RUM F_OOR TO UNDERSIDE OF STRUCTURE ABOVESIG FAX 1503 2489253 St 1 1OUDATION PLAN 00 0 PRO'. ,1 1 HE SPihNKI ERS THROUGHOUT ALL AREAS AS REQUIRED BY CODE 5Z 1 F CL(,A"ION OU'A L,, HVAC 11M a I is $3 1 ND FLOOR FRAM"JG P,.AN ( !3•DDER"f ,GN CONSIfl�CI14b Ss t HOOF FRAh1('+G PL A',1 SI1H, if I 'ItHAIl0HSS•4k, INVF.STIW,TFAND VERIFY LOCATIONS OFSTRUCTURAL MECHANICAL I SITE INFO ELECTRICAL AND[ I IRICAL F'FMLNT�,AN(I UTFIER EXISTING CONDITIONS PR;OR 10 BEGINNING THE WORK S` 1 1 RAM NG�E1 L_ S7: f HALA'NG:.3ETA LS 0 14P I SUhI )NTHACTOR SHALL RE RE SPONSIBLE FOR PROV DING ALL WA.L BLOCK;NG AND BACK NG S5 3 F PAPA NG DE TADS 1 D OF Flt Fi iR WAIL AND CE,, NG MOUNDED ITE MS 6 1 t A,, J T PLUMBING S61 ELEtF A ONSBDE'AILS A 'Jt L INSTRUCTION SHAT I BE STAb t PLED AGAINST LATERAL MOVEMENT IN ACCORDANCE F ;NEL ELEvAT ONS 1 N:If N V 'H t•F HEQUIREMENTS OF THE LATES'ADOPTED EDITION OF THE UNIFORM BUILDING CODE MAX PROPOSE[)ASPHALT- 186 872 SO F1 t ANI I BETWEEN ACCEPTABI E BRACES SHALL BE 112 U PROPOSED SOFWALK 6098 SO FT P40POSED LANDSCAPING=51 83F,SO FT 'F GAI VAN tiOLAi,„J BETWEEN 11 SS'M;LAR MF TA,S F 1 t POWER D S'u'9L "CN ONE LINE DIAGRAM W R1-9L hIICA1_&ELECTRICU t MECHANICAL AND ELECFRICALSUBCONTRACTORS SHALL BERESPONSIBLE TOMAINTAIN V/ COMPLIANCE W T•1 AF T',ICABLE CODES AND STANDARDS AND OBTAIN ALL NECESSARY PERMITS.AND I' APPROVALS ME I AN CAL AND ELECTRICAL SYSTEMS ARF DESIGN BUILD BY OTHERS f 2 DEVIATION f Rom 'At N-„ONED I OCATIONS MUST BE APPROVED BY THE ARCHITECT VERIFY A REVISEn DRAW N'. O HE ISSUED UNCHANGED CE 1 I I O ySUED F OH REFERENCE ONL v A� f LOCATIONS OF A, 111 L 1 F S BEFORE BEGINNING WORK ! 1 HEFEP TO ELECTRICAL DRAWINGS FOR REQUIRED TRENCHING ANC ROUGH IN LOCATIONS -1 t COOHO^,A'F W 'H PLUMBING CONTRACTOR FOR REULI'HED ROUGH INS AND TRENCHING LOCATIONS O 1 RFA A'[It PE I METING WORK. CEILING CONSTRUCTION CITY OF TIGARD (� AppT,• ,t �` �' I I CEI,'41,HEIGHTS WHERE NOTED ARE FROM FINISH FLOOR TO THE BOTTOM OF CEILING rIN SH Cc.' SIJRF ACF SUBCONTRACTOR TO STOHF ACOUSIiC CF ILING TILE A GRID ON FLOOR TO BE INSTALLED AS DIRECTED SAFETY NOTE A: J."' i Addre�s. 1�:, •_, T 1 A.�, Su11t_UNIHAL'tI 1H- PERFORMING WORn Job i AS SHOWN ON THESE DRAWINGS SHALT REMAIN�N _ Ct�MI'I ANCF VV,iH AL, APF".ICABLE OSHA AND WISMA STANDARDS AND HAVE A COPY OF A SITE sy:�.Sy, �.._ SPF,'UI. tiAl E I V Ft AN OIJ SITE WHILE PERFORMING ANY CONSTRUCTION ON SITE ALL SUHI ONiHAC TORS MUST PE N COMPLIANCE WITH OPUS NORTHWEST LLC 9 SAFETY STANDARDS WI+It t PF RF ORM NG ANY WORK AT THE SITE ENERGY NOTA SHEET TITLE 1 Fill[H 10 MLCHANICAL ENGINEERING DOCUMENTS FOR ENERGY ANALYSIS HOOF INSULATION R 19 RIGID WALL INSULATION H 11 BATT GLAZING SYSTEM 0 S8 U VALIJF L L _�� 0630914 06 24'T`I I DATE LCHECK _ LRS I DRAWN BY _ LRS _ PROJECT 98010 A0 , 1 12447 SW 69th Ave 12447 SW 691h Ave 8UP1999 00233.ME.C1999 003BB FLC1999 00487 3 1 lot 03,1 f 1_99 ARCHITECTS IN(, 99 LEGIBILITY STRIP C CRS= cm ° 6 7 8 9 10 1112 13 14 16 17 IS 19 20 21 22 23 24 25 26 2 0 = `+ CDi ZI I I OIqq 4 Hr,I sQV102 1.111111l,�IUJ�,1.111:.�1ILL II I ILL Ii i't i i!1111 I X11 i L11JITIJ I I I I I I 1111111111 11111111 I.II.I 1111111 11111 l I I i ITI I I I I i,I I l I l I l I l I l I�I l 1 III I I I I I I I h I I Ii I d I I I.! 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G1 I -"ulie 100 ^. 1 271-8 I I I I if PortMnd OR 97205 s Tel 503 221 1121 r BLDG /1 - -- - - 270 i ->o BLDG 2 - I 245 0 ` I Fax 503 221 20;7 73.0 i 0 Q II _ B - i' I 7 .9- FIN. FIR. 273.00 269 �+� 271.6 NL DR = 272.00i -27 .0 - ` 264.7 BLDG_ C 28 .00 / 7,.1 1 I - FIN. FLR. - 265.00 --�-J TOW 208.0 273.0 ✓ ?6.9 I `dV0 N I - 1 1 W 262 ,y�C 268 _" i 272.0_ 89.12 I! i 285. . ;� 7 i -� RI 6.4 �`' ?sN 268.8 t241 06897 q 2680 271 T �-- J 271 BRIM `\ 8 2 4.0 - J wd 267 r X69.12 / F L1 /1 72 72. I m �� - - 271.06 .- 71 - - - ! .� I 70.34- 9 I - - I oe ti� CIR13 1 J r0 1 Tow 47.0 \ 71.7 71.7 266 _ ' i YE :!!�_ / `�I f - o / 64.00 RIM 259 5 -258 280.0 \`- y �p h 271 6q � < 0 O• 7 �� '16q 6. •� 283.7 - 263.7 283.64 1 ; 2� L 6Ock � v16 285 tl (` 2 0 / e 283n ^ RIM 58. `� ti� VMIFY TOW 88 1� 265.25 1/y OF z o �i S�Z_ z70 �M 26•---t n I t--2s9 I ' RIM 267.2 265 25 I l) 2 .7 185.18 I i ?s) -_ �g p 1 RIM 263.5 268 L_ 1 TOW 257.0 IM ?66.25 F iM 262.25 IM [60.Q 6 RIM 9. I 284.4, � to 1 1 . 165 7 -_ I �� 1 267 ^ 266 I j 1 282 i 284 286 i I M ' � ' 64.3 ?B! (l 259 W T� I / -- - '\185..47-- -- 261 + -- - - ` 6-- -- �-- 283 - '' D. 60 IM 266.5 RIM 262.0 TOW 28 .o ( I I 70 283 0 ,T W 261.0 0 RE7 '✓ 0 • TOW 287.0 TOW 84.0 LOW22.0 � ----- __..�--•�- �TQW 239. AIMING WALL - _ OF 245.0 TOF 48.0 2 0 -�- - - - -- - - -.I � T 2Y,.0 TOF 258.0 \ 25.0' +' -- 380.0' - -7,0 I _ I 380.0' _ NOTE& - -- - -- - - -- -- -- -TOW 5 _ --_, - `': ` ui RETAINING WALL 1. INDICATES CAST-IN-PLACE CURB 1 ' - I TYPE 2 RETAINING WALL 2. PROVIDE 6' MIN. SPACE BETWEEN PLANTER ui DW 85.0 �`TYP- 1 RETAINING WALL 1 I + TOF 252.0 ISLAND AND CURB OR PROVIDE 4' DIA. PIPE TOW 260.0 f THROUGH ISLAND. TYPICAL AT WEST INTERIOR W ISL.WDS. 380.0' ~ RETAINING WALL v SITE GRADING PLAN 1 - 40"-0 - - - - - - 0 CL f O U s 0 i PAVEMENT SECTIONS: rz ENTRANCES, DRIVEWAYS AND TRUCK TRAFFIC ROUTES- •tel 3' A.C. OVER 10" COMPACTED CRUSHED ROCK BASE. PASSENGER VEHICLE PARKING AREAS. 2 1/2' AC. OVER 8- COMPACTED CRUSHED ROCK BASE i SITE GRADING NOTES SITEGA 154 EXISTING CONTOUR UNE �� hLX NERAL NOTES SURVEY INFORMATION -,55�, NEW CO"-DUB UNE • CATCH BASIN ,F Tr•;; r~r, *AIF . v, .. . -• •, ,� � ., � � '�`: rER50NNEL, SLkV� . rREPeRED 6Y. F,y MANHOLE r5 _i ". TK ,CTI-N & AND SURVEYING, INC o� -a- UTILITY POLE " NIMBUS AVE � FIRE HYDRANT 1 EXISTING SPOT ELEVATION T S f a T LENG'H5, BE CIREGON 9'008 154 5 METER PROVIDE STAKE. SCE SPECS. Q UTILITY VAULT E � � A ION �•'v" �I:. '�' � ,c� Av ,_ ,T NEW SPOT ELEVATION El 3. CONTRACTOR 'HALL NOTIFY FN •1'JE .. MMECIIATEL'`' tXICN hE'r;,,I,, '.AT •-IN F I,ITILITY � � � T.'� 2 J�Q, ELEVAnON Q TRANSFORMER AND PAD ! BENCH MARK ® vALVE BOX COVER 111 C'INFLICTS v - LIGHT POLE Q TOP OF CURB BENCHMARK INFORMATION MANHOLE ARB � WALL MOUNTED UGHT J 4 PR '=FRTy t-WF BEARINGz -NC DI'-'AN-E� A� WELL A', ;ITE AR 260.20 I �l rR ARE Pfi1'V C'E[` ('r. ZUNINC• AND PERMi' REVIEW CATQi BASIN FIRE DEPARTMENT CONNECT--ON i�EAL CkO�Fk'Y LE(-AL DE I.p OTION: AND AREA CALCL'LA'I')NS ARE CITY OF TIGARD, BENCHWARK NC` i t ELEVA'i-)N = '4 c i ' TO ESE FROOL-ED BY A RE•:,'STEREO FfY,FESSIONAL SJRVEY"R � 9 RISERS t+/2„ BRA .'a v15C IN THE WE`,T C 4 S A "r,I A'.:'.' : � b JT' EA. iz - 474 FT AT THE WESTERLY ExTENSICI'V OF THE ' I_IRrH CURE _,'VE IIF Kn i 5 rI�",TRAIN lh' -HALL COORDINATE PUPLIC IMFR��VEMENT, AND INSPf.:TION:� WITH S,W, HAMPTON STREET 285.D-� T. 265.5 I 264.94 r,. CONTRAI.Tnk SHA.L C70RDINATE PUBLIC tMpRGVEMENTS WITH THE PRIMATE r.o. 265.5 I I CONSTRUCTION ON THE TIGARD CORPORATE CENTER SITEcc LEGAL DES�RIPTIC;r�, I Im A TRACT GF LAND LOCATED IN THE NORTHEAST ONE-•QUARTER OF ^' N GRADING NOTES SECTION 1, 'I)WNSHIP 2 SOUTH, RANGE 1 WEST OF 'HE WILLAMETTE uj MERIDIAN, IN THE CITY OF TIGAFD, WASHINGTON COUNTY, OREGON BUILDING C ! g BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: J 1 RIP ALL vEC•' CSN AND EX' TING STRUCTURES AND D=POSE JF SITE ALL OF BLOCKS 20, 2' AND LOTS A, t THRU 16. AND 29 THRU 36 of HLG''K ';0 !1F THE FLAT OF "NEST PORTLAND HEIGHT"", WASHINGTON 2 S'RIP AND `'IOCKPILL TOPSOIL 4S DIRECTED. COUNTY PLAT RECORDS KEYSTONE RET, WALL- 28 0 3 PLACE AND COMPACT FILL IN ACCORDANCE WITH GEOTECHNICAL REPORT BY GEL) ENGINEERS TYPICAL 4 T. 263.5 + r SEE DETAIL G1,8 WED MAY 4, 1798 ALTA /+ �(- , 1 n 2 .0 4 CCINTR4�'TOE' �.HAII NOT PUT OHSTRU,TIONS BETWEEN THREE AND EIGHT FEET IN HEIGHT PFR LAND TITLE �'JRVE`� I AVIDIN � CITY OF TI,•ARi CODE (181C2) IN VISUAI CLEAR AREAS SHOWN IN GRADIN' PLAN ' I BFING ALL Or' BLOCKS 2CI & 21 AND LOTS A, 1-16, AN:! 29-3F OF BLOCK 30 � oz OF THE PLAT OF "WEST PORTLAND HEIGHTS" ai ( 8.3099 LOCATED iN THE NE 1/4 OF SECTION 1, a TOWNSHIP 2 SOUTH, RANGE 1 WEST, WM < N IN THE CITY OF TIGARD, --- T ALL 253.0 261.83 9 WASHINGTON COUNTY, OREGON 1 FIELD SURVEYED COMPLETED- MAY 15, 19, 29.3 - RAMP DN. T ALL 262.33 LANDIN � /YYALL 262.3 � • i ry 2 BUILDING 'C' RAMP & STAIR VLMK PWT DATES 1 10-0 9;2/98 9 53 59 KAN N 9 3/98 9 55 4 KAN 11 ',4,96 I1:57 8 WSW G1.2 • 5 128/99 11 18,38 BMD 6/15,'99 15'5.45 CJM 6/21/99 IO 6 74 WTW I E%28/94 125 99 4 2211 WTW ! {1 t 6/28/99 10:43 22 WTW 6/30/99 15.1 2 12 WTW 98145G2a dwq 6/30099 15.12 7 WTW 12447 SW 691h Avc 12447 SW 69th Ave BUP199900233.MECt909-0038fl ELCI999.00487 2a1 A 2r�1 , LEGIBILITY STRIP C�0 E e .ltm 9 10 11 12 13 14 8 17 0 19 20 21 22 23 24 25 2R 2 20 29 30 s b MONI f IOL J�ll�.11>1Ll[ii IIID I�I�L1111111L11lFlIlIl1�111iIJ11t,L 111�1tILIIIIIIIIJI�1111111JIIIIIIIILIIIiIIIIIIIIIIIIIILI.LI�IAJhIIIIIII djII]I dIIIII III�ILIIL111JrJIIILIILLLIIIt,1hl� �ll.11ltll�11.111111L�1111' Oz C D ^y!N`�R'14•n*,N -'�'^•�1'* M A.'e...uT.y:..,wi..r ro,r.u�+1MI+M.I}.yw✓.....,... ,..w..-...,... ,.w..:....... r• I •A W W L-Lj �� , � � � axe 6••3�-0� U ) E-- I S. 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FLR. 265.00 TO BLDG.FIN. FLR. >Q 272.00 � � � I i ^�• I I kIi > TO BLDG. I BLDG. 1AI S RISER f II IE 27 RISER Nlp _ TO RISER 6 1O ' z I d i JI II I -Srf „ �I� I D � G `-. •� D.S. c J�' RIM 288.4 c r_,�� c � 6.ST, .�' ---9L ..w�L......... -�°--- IE 264.4 ; I C �dwTs-...� Y_��.�.ti_ ----L-�-- -r- � +- ---� °• -STS -�......��L..��..� ` I C C S�0_010 MIN. , `_ .. .._. .__•_�-_.....-eC:`D---'------- i - _ S-0_01 MIN. ---- ' - -- -.. �I , ---- RIM 264.0 IO.Q1 MIN. er {r.". ..... ..•- -.. _ _6• , I 1 -, IE 262.0 _.. --- - - - F t - i I i.- _ �: 1 ! I 1 H. l 1 5 1 i IM Cal 3 S _ I I� 1 � � .RIM 259. I ._-._.,... _ '•--•-•--- .' _ ...- - - -... - . -. _..• _ .._ .- -- - 256.5 II 1 s IE (IN) 259.0 IE (OUT) 245.8 s IS , d•ST5 F.H 1 SEE DETAILS v,lp I d ,-- ` i :MEN I 15' 'E 258.45 12• IE 256.87 C812 �• 37 LF. 6 T5 Z 1 °`e �I I �Ig - -- , � I IEM25�8.6 - s-o.011 *� I�I �� Ic �' i 21•IE 2'54.45 ( � f I (II 0 LF.1b 1 �� i 10•IE 257.67 �� ..1 Do: ' RIM 2'35.25 I� I. 15•STSI � o) GISTS I �8 4•s r RIM 26'7.2 J v, Uj E- I 21 5-0.005 MIN, IE 265.25 IE 263.25 I al 6 sTs I �B$ s- 0035 ^I� S-0.0035 ^,no -O. S5' ' 3 RIM 262.25 (MIN) `� 1N, TS 211_ 5-0.005 21' IE 252.70 5-0.0038 I I I IM 26. 5 IM 266,25 71 I F. IM 260.0 RIM 259.5 rel �, W N v - - - - -- - - --t--.- -�4 4EE .5T5 c o - _- - - - - (MIN) _ , _ IE 261_5- c u---340 L F. 1e•sTs - IE 264.25 - - - - - - - - IE 260.25 12. IE 258.0 'Alm . 10' IE 257.5 --c I �.o a35 1.1 I , O"' - - "p6' - - - ,T- I t,- J`T T' -� - -E' 0 03� ,. - - - --= s�'6.ISSSS _257.� '! ®• I b I Ll - p - r 4•STSI '_. ., _.._ ,_.. .. - ) --- ._. .. ._..SL __._. . . .-- _ .. - .r.. •_ _ - - - - _.._.._._. ._ 11 -S-0.00.35 �J \„"�J. 66 j I STORM RLTER 6'ST5 6•STS ., 6'STS 6 STS -- - V J 1a• IE 255.a9 S- • I �� RIM 288.5 W.Q. SEE DETAIL S•0.0033 5.0.0038 RIM 262.0 9•STS � 5-0.0035 � � ; ;_ 0.0035 CLEAN-OUT CATCH BAST - IE 264.5 THIS SHEET (MIN) (MIN) (MIN) 35 r SEE DETAIL C1.S SEE DETAIL 1 -- - Q• ` ►E 260.0 S. W. V TH (MIN) (MIN, TYPICAL- TYPICAL j } _ L4 OUTFALL TO DITCH O IE 245.4 0%0 ` I l CLASS 50 RIP-RAP '7 _ 1 ( -- fi 1 Qjk j 0 , ILII ' cc r W I SITE UTILITY PLAN (Q� 1* - 40'-0r t I , APHiC LEGEND SITE UTILITIES NOTES GENERAL NOTES: Th. st°rrm,ru ■uAecr►xr -� SAN - UFA Slermh ter- ----- -- N SAN - CATCH BA - LC.B.) GENERA NOTES : STDRr•:LER STOFtA AA1ER AwAAjR MAI• NAKE NO OREGON (SER A 2+0-JS93) ;e ".--r ,err A. --- N„ STS �• eA" . v°otrn L1 C MANHOLE I'M.H.) ?) ALL ;�STDRYr?LTCPS OCC!RC PC, uAi�TE NANCE REFER iC LPEMIION AND WA:N•E NANCC AwvuA. frW .nig r�11LLic.r.RM. I-I.M�G - NIST_ • :) PP.E-ASI Z.N:PVE vAU;' -DnSTRVcrCO IN ACCCRDANCE *t•N AStu C05e E- •• -� UTILITY POLE .) EXTERNAL PIPIN: ANO COUPL'N41 NR3v11E, e• CTNERs - AAAA-E- FIRE HYDRANT (F.H) 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF TIGARD :) ramf?Ut COUPLINGS DE SET Ie* 0,11SIDE FACE Or *ALL rfDWC OR LNGINCCR APPROvro AND TUALATIN VALLEY WATER DISTRICT STANDARD PLANS AND SPECIFICATIONS, e) SEE PRECAS1 STCAMFILTER DATA SNEEI FOR 4AV t DIMENSIDNS ELrvATQN5 W40 NUMe[R D< CAAtRocf% Q METER I AS APPLICABLE. 7) AN'l-FLOATATION GAL ASI 1O er SCT A ONC ENTIRE LENCIN Or BOT" SIDES Cr ri,TER AS SNO*N .14 SEE PRECAST rItTER °AIA &ra'. r3P 6AELAS' vA3TH ANC NEK.N• O'UENSjCNS A ♦, UTILITY VAULT TRANSFORMER AND PAD Q 2. PRIOR TO ANY CONSTRUCTION, LOCATIONS OF EXISTING UTILITIES SHALL BE ANn-r=CATA1'CN GALLAS' �' u fRNA•r P,rt - LIGHT PORE .J VERIFIED BY THE CONTRACTOR. WHEN ACTUAL CONDITICAS DIFFER FROM THOSE �My OTHERS) - e+ orIIERs) 1 SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO _ �, _, - WALL MOUNTED LIGHT PROCEEDING WITH CONSTRUCTION. 1 .0 FIRE DEPARTMENT CONNECTION (F.D.C.) --.- � D4 VALVE 3. ORGANIC AND UNDESIRABLE MATERIAL SHALL BE REMOVED FROM THE -, 10 112• I r r CONSTRUCTION AREA AS DIRECTED BY THE ENGINEER. PRC-csT I A t�1 FIRE UNE MAY BE CONNECTED DIRECTLY TO FIRE ~ CONERETC Nwu HYDRANT UNE INSTEAD OF MAIN UNE IF ALL PIPING �J 4. CONTRACTOR TO LEAVE ALL AREAS OF PROJECT FREE OF DEBRIS AND UNUSED G- I _ CAN BE PLACED WITHIN LANDSCAPE STRIP. VERIFY CONSTRUCTION MATERIAL. A 1 WITH HYDRANT LOCATION AND CONFIGURATION. F� 1 .NII I PP! (eb OTM(R5j 5. ALL FILL AREAS SHALL BE STRIPPED OF ORGANIC MATERIAL FILL WILL BE PLACED w UNDER THE DIRECTION OF GEOTECHNICAL ENGINEER. w- i 1 1A00C° 'rW OVILEt PPL I R' ! �J ` rL(X19Lr c0Ur1r1C 1717 6. NOT USED. (e• OrNERS) i (D+ Of,KRS) co - 1 7. ANY CHANGES FROM APPROVED PLANS SHALL BE REQUESTED BY THE DESIGN NIEPIOR *A..L MP) -` �rf I wu en soul• ` ENGINEER, AND APPROVED BY THE APPROPRIATE AGENCIES. COMPLEXITY OF 1 MODIFICATIONS WILL DETERMINE IF REVISED PLANS ARE REQUIRED. 8. PIPE LENGTHS SHOWN ON PLANS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED ~ / I BY CONTRACTOR PRIOR TO START OF CONSTRUCTION. c 9. BEDDING AND PIPE ZONE BACKFILL REQUIREMENTS WILL BE IN ACCORDANCE WITH 8'x12' PRECAST STORMFILTER41- PLAN VIEW 1 t' APPLICABLE SPECIFICATIONS AND DETAILS, S A,E NIS 1 10. TRENCH BACKFILL IN PAVED AREAS WILL BE 3/4-INCH TO 0-INCH CRUSHED ROCK 1 COMPACTED TO 95 PERCENT RELATIVE MAXIMUM DENSITY, PER AASHTO T-99. �-3.3 D"ONO PIAT[ DOORS (TYP) rRAr etARNc , crrP; I. L Q 0.30.90 I 11. MINIMUM COVER OVER WATF.RUNES IS TO BE 36 INCHES AS MEASURED FROM FINISH r' _F - - - 1.. L - - _ - -- -- - GRADE TO TOP OF PIPE. MINIMUM VERTICAL SEPARATION BETWEEN WATERLINE AND SANITARY JOINT SEAIAMT lrn;- O„ERr,ow LADDER (TVP) ,rLow sonrAOfR SEWER AT A CROSSING IS 18 INCHES. SANITARY SEWER AT WATERLINE CROSSINGS WITH LESS RErUTT: / - -' THAN THE MINIMUM VERTICAL SEPARATION SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH RADNL FLO* ' ! CAPWIDCE (TIP) �'.. WATERTIGHT JOINTS. IN SUCH CASES THE 18-FOOT LENGTH OF SANITARY SEWER SHALL BE LON.wuAn •I -- --- C CENTERED AT E CROSSING. �� ,P) 1,-e• wort I[ N - it. Out 7.S wN 12. ALL WATER SERVICES AND METERS TO BE AS SHOWN ON PLANS. rl A�� I 13. PRIOR TO BEING PLACED IN SERVICE, THE WATERLINE AND SERVICES SHALL BE I FLUSHED, STERILIZED, AND RE-FLUSHED, ALL IN ACCORDANCE WITH STANDARD METHODS PPr "^"`010(Tru' L'_ - ENCRc. Li OF THE HEALTH DIVISION, DEPARTMENT OF HUMAN RESOURCES, STALE OF OREGON. CITY OF INIERAR *Au (1w) OnSPATER (rTP) TUALATIN CREWS WILL TAKE BACTERIOLOGICAL TESTS WHEN SO REQUESTED BY THE CONTRACTOR ti I; (, till,,;.r r, L `, .), "'r C' ;:AI IN`I:I IL F'- ;r; '.' INSTALLING WATER MAINS. 8'x 12' PRECAST STORMFILTER SECTION A-A A-A SCALE N T 5 1 � PROJE(:T: 981145 14. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL WATERLINE FITTINGS AS t I.1 ;Ir REQUIRED BY TUALATIN VALLEY WATER DISTRICT STANDARDS. BLOCKING SHALL BE POURED AGAINST UNDISTURBED ""' :-:�:.:-� ::=�. a Rtt PRcust TIM VlfW FLECR- OWNWARI!' EARTH AND CLEAR OF JOINT ACCESSORIES. BEARING AREA OF THRUST BLOC( SHALL BE '�- ftAsrANDANOAM Do� Me MA 0 t M r N t COMPUTED ON THE BASIS OF ALLOWABLE SOIL BEARING PRESSURE. SEE DETAIL SHEET G1.5 ► _)_ - - ""'°i%"�' - -Y VLMK PLOT DATES 15. ALL WATERLINES CONSTRUE C HATH A.W.W.A. AND 5/11 /99 11 48.59 t9MD G1.3 CONSTRUCTED SMALL BE IN ACCORDANCE TUALATIN VALLEY WATER DISTRICT STANDARDS. 6/11/99 12 3 9 C W 6/18/99 12 30 49 WTW Z 8/22/99 18:28.29 WTM 2 6/28/99 14.6.23 WTW L� 6/30/99 10:59.6 WTW 'A 98145G-3 dwg 6/30/99 15:2 37 WTW R'1 t RS AR(, <<iS 4 r 12447 SW 69th Ave 12447 SW 69Th Avr SUP1999-00231MEC199900388 ELC1999-00487 Il 3 of •39 3 of 1037 LEGIBILITY ;TRIP _ 5 B 7 a 9 10 11 12 13 14 16 17 16 19 20 ='i 22 23 24 25 26 21 28 29 30 81 1 1 OI CD9 9 O HONI iyl OB LL)1 tltla.l�{.I�L�1i111 h11 L11�1-Lh J Ila.�t�1�1111J ILIJ�111�Ll�Jal l LI L I I I LI i I I I I I I I I I I I I I i I I I I I I LI I I I�I 11 V I I I II I I I i I I I I I�i I L I I LI I I l I I I ll l l I I�I I 111 I I I�I LI I I I I I I I LI I I I I I I I I I I I I I I I I I �I I 111 II 11.11 i l l111 li la I I I1 I L I I I_Il_I LI I I�111 I I I I L I 1 I 1!,1,,Ip°z d i 1 i a k , aez�.� I i o�tr�oel � r •l I 1 1 , ti •,�- —� '_'.�.�"� —,�..___ --•� ._.. •_._-__—_._�-._ _ u,... �.,,. _� .._....._...err..-1Lr�_� - x 7R 1121 .S N Salmon (� T — - — — „ Suite 100 + e t a P d 5 - —•� r n , OR 9�2 Te! 503 \` l �; -- - Fe 509 21 2077 1 .. l a a , I, I ' ; I _- ENTRANCE SEE DETAIL Q1 4 I II ILG�1d� .. r •� EUILD'.1dG IMI •T NC Intl . - ~ ! I r_ 1 414 Al 21 1 INLET BARRI - 2 SEDIMENT FENCE SEE DETAIL G1.4 S � DETAIL SEE DETAIL G3♦ 1 r/ —_- cc ' FENCE TO ASSURE SOIL IS TRAPPED BOTH ENDS OF FILTER C F O R GRADES SEE SHEET G 1 .2 0 j cc INTERLOCKED 2" ■ 2" POSTS AND ATTACH A SITE EROSION CONTROL PLAN t TOP VIEW ;1 1'-40Iq Iq ,a, EROSION CONTROL PLAN — STANDARD NOTES FILTER FABRIC MATT R AL ti,c ';o oo p �y 38" MADE ROLLS �,do "g - 1 RADIUS - 25' MIN. . / + i CLEAN PIT RUN OR 8" MIN.�/ \` j .1 r I } 2"-MINUS GRAVEL DEPTH 4 r I SUBGRADE REINFORCEMENT PROVIDE FULL MD'H OF GEOTEXTILE, AS REWIRED o • r INGRESS/EGit:SS AREA 6' MAXIMUM SPACING "+ STANDARD NOTES FOR SEDIMENT FENCES: FRONT VIEW F :_ \ / GRAVEL ENTRANCE DETAIL 2• BY 2• FIR OR PINE POSTS, / STANDARD OR BETTER OR :• Q EQUAL ALTERNATE: STEEL FENCE POSTS f �: CL T 0. STITCHED LOOPS TO BE RUNOFF WATER 1MTH SEDIMENT INSTALLED ON UPHILL _ USE STITCHED LOOPS GRAVEL (12- MIN. DEPTH) SIDE OF SLOPE OVER 2" X 2" POSTS , O 18" MIN. l� FILTER FABRIC ry I .• a ..•, .: It p•. e ;r \r .`r. . . ° '�•e BURY BOTTOM OF y t't r, ,..,+ n l ''�'�, r, All! r • >�' �ti- x Y - � IN FILTER MATERIAL 8" BY d" TRENCH O a' n • .yF •,fir ,r lr l,r r •� �: qnN ir. r t (COMPACT ALL AREAS OF j SEDIMENT 1 WIRE MESH HATH FILTER FlL1ER FABRIC TRENCH 5r `�t t E i \ FABRIC ON TOP SIDE VIEW FILTERED M N FILTER 'f• t i `c „ 'U y :c n.r t+' k a... u; O .•,n• 1 r . . . ._ 11 •,••1; :,.,. a. ;•1 •r• u. -}-INLET BARRIER l SEDIMENT FENCE O ERO-+HLT = 1 -� rr' 7 ,r i a. Li vc + Ekes-'.EGF 1120 r i Q2 6-30.99 t h ., sir•'�r.'! �' t G1.4 :+ VLMK FL��T DATES 5/27/98 9.59 '2 9MG 1 6/28/99 14 t 16 WTW 6,'30/99 11 7 9 WTW 981451,-4 dwq 6/10,1+9 15 14 57 WTW_ZJ 1 F� A;?,",TEC IS a 12447 SW 69th Ave 12447 SW 69th Avv BUP1999.00233 MEC1999 00388 ELC1999-00487 4 nl Ogg 4 nl al�,Q LEGIBILITY STRIP O 2 3 a 5 6 7 8 9 10 11 12 13 is 16 17 8 19 20 21 22 23 24 25 26 2� 28 _ �0 c w CD ?I 1 I OI �3Ni 9Q De 4 ' � t �h�4lila�l�ll.�11.1.1�lltl.�lll� LLLIl��111.1�1�li�il�l�l�lili►�I�Iili�il�lililililililil��lililil�lil�I�Lllt��l_�111�1i1�l�li'ili�iIjIIIIIdII�IIII[) I]IIjIIIIIIhI1l�1,[711�I, ' �J!lII lili I "? 1 Is' MIN TO TUALATI111 Val" WAT=_TO Lori INIANIIIIIIIIIIIIII + CLA'_1S S I D E 4ALK ADJACENT Tri Cuk � Dow SILOOK- am STMWM COMPACED IIIIATIVE NATIVE MATERIAL w1w. APMVND (HORIZONTAL) VOLUME OF THRUST BLOCK MATERIAL AS 41L, 9-- MOAMM QAW avwiow 20= BEARING AREA GF THRUST BLOCKS IN SQ. FT, IN CU. YDS. (VERTICAL) oAttwlH SPECIFIED VALVE RISER 4 CCIMPLETE 4 FITTD& 45' ITTING BEND ANGLE I Q 32 r i" IMM rLax PL- lux- TEE 90' BEND 22 112s 11 1/4# SIDEWALK v rLANK CMAUM j%1kIWI SIZE BEND BEND BEND SIZE Err :81 41" BRM FLA" NOW OF WAY 45. 1125. 61 MAX. ILI 4 1.3 1.8 1.0 1.0 4 1.1 1 0,4 0.2 Jw - I .. ',I 1 1.0 c.c 6 1 2.6 4.0--- 1.0 6 2.7 1 1.0 0.�4� ci a 5.0 7.1 3.8 2.0 8 1.0 4.0 1.5 0.6 12 11.3 1610 8.7 4.4 2.2 12 8.5 32 1.3 DRAIN ROCK POCKET 16 20.1 28.4 15.4 7.8 C01,1111111hum To SEAL ALL 3.9 1 16 14.9 5.6 2.3 0' 4 CU. FT. MIN. 113110" IN VAIJILT VIM WON 00, 04' - a I m.1 44.4 MIN KPA1 IMI CGINNECTU 24.0 _ 12.3 1 6.2 drw P*= M 61 DUCTILE IRON PIPE LOML rw HIMINVILL 24 45.2 64.0 34.6L _17.7 1 8.9 VITH ALAIIIIIIIII L;Zj' OnTWM By vrLm vAI VNACS BASED ON eN PSI WATIER PROPEWTY UNE PFA== AND NOI IVV MD. NEARING DOSTI" TM EDWS TO 111�7 7 .0 1 1 CAFACTrY, PAVEMD(r SOLM PAVE" 6' NEGALUG RETAINER PLAN GLAND (EBAA IRON) • 4 .r-cimAx M M"cp 'N 61 GATE VALVE- CONCRETE PIER FLG. x KJ, OIDIA LD( r PION BLOCK A M,j, x 6' FLCL TEE- COMPACTED GRANULAR SEE NOTE No. I L BACKFILL AS SPECIFIED THRUST BLOCK- A F LAN 1A1':-. J- IIZI S NO Salmon Suitt, 100 SIDEWALK WITH PLANTEk OPENED any Portland, OR 97205 S7RIF AT CURB VALVE Tel .503 21?1,1121 DILINE cowi:x VALVE Ili LI Fez 502,712077 4. 0 -t.-4 � elo I f,[� -7 CL 10 (D II I FITTING ROD 0 EMBED14ENV IL E SIZE MAX. SIZE BREAK FLANGE BALLAST 3 CU ys KIM To V C09TWTUR NOTALL 4'-12' 6 WNW FIL11111013 Ir Pw VTNM W-16' *8 _j HIM, 111111114 OWLINDVATIEN EXIST 36- COMM TIT COMPACTED GRANULAR Boa TO sayl-aff M BACKFILL As SPECIFIED MY46L SIM PW ELEVATION c FOR THE TOP 12 INCHES 4 r DISTRICT INSTALLED CUSTOMER SIDE 1) THRUST BLOCKING AT ALL TEES, BENDS ANDII ENDS OF PIPING 2) CONCRETE BLOCKING TO BE POURED AGAINST FIRE LINE DOUBLE CHECK DETECTOR i>/ r% UNDISTURBED EARTH NOM7: 3) ALL CONCRETE TO BE CLASS 3000 UTILITY VAULT OR REOLAL BI! CO DOOR I. ALL MATERIALS SHALL BE AS NAME :I SIZE WITH F,D.C. W I THOUT 7' $L 1j,__K 4) INSTALL 12 MIL TOTAL THICKNESS PULYETHEME SHEET I ` 1LlO __NOTE S F D.C. LIP. NEQUAL OR 70UAL. SUBMIT ALTERNATES F:� AROUND FITTM SECURE SHEET ENDS TO PREVENT L FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE 676-WA APPRLi'IAL, SEE DETAIL No. 200 INFILTRATION OF DIRT BETWEEN SHEET AND PIPE FOR SIZE ON SIZE USE A N.J. TAPPING SLEEVE 577--WA j-5A_1 FITTING PRIOR TO POURING THRUST BLOCKING IL 6 687-WA 676-VA i- I P. NO OBSTRUCTIONS WITHIN 2 FT. OF FIRE HYDRANT s 5106-LA 6a7-WA 5) PROTECT MECHANICAL JOINT FOLLOWERS AND jv- IFRC14 CONCRETE WITH TEMPGARY FORMS AND 5106-LA 5106-LA JD-3 POLYETHENE SHEETING SEE NOTE No 3 II KIL TS a MI T ENVALM NIM0,10M E111LIAL LID I DETAIL No DET 01 ANI - DIET �TA I L�No TRENCH PACkVILL FIRE HYDR` 1/17,1 s. L METER AIL No. STANDARD INSTALLATIONII TualaunvaneywatwDiddet t4FP ,/E THE FIFE ZONI-_ lei Tua1atinV&11syW&twDi8Wcft J` I ,�) "N,�7*L-L A T IFIN (T. DETAIL No. TualatinVagey Water DloWet S �E, T HR',,'- BL CC K :�sTwalm.TvwDEnOs o.0 TualatinVaU Water Distriet DETEC AS c DET010.DWd___ SASTANDARD\TVWD Ttoi TU1aUnVaU8yWat@rDjMct 7-IETAILS Si\ST NOTE: Si\STAN60iii-b\T-�iWf\-DE-T-0-2,0-,DWG CLEANOUT INSTALLATIONS ARE 3/4" SQUARE LIMITED TO EASEMENT AREAS OR MAY 13E ALLOWED ON A A A B B CLASS "B" CLASS "A" TEMPORARY BASIS IN RIGHT-OF-WAYS. 0 1:1 0 NON-SHRINK GROUT L 0 13 V 19 11 D J _ STANDARD CAS' IRON FRAME AND IVAER 0 1:3 SURFACE RESTORATION MOUND EXCESS NATIVE MATERIAL jijT1;.IDE OF �w:.-4!N PER DETAIL STANDARD MANHOLE 1111 D 11 AS SPECIFIED OVER TRENCH TO ALLOW r A,.TMF."4; w-4 .'MEN Uj GRADE RING QI cl FOR SETTLEMENT 4" MIN. FINISH GRADE 1,?' CA•1,T IPON 91,' FOX-- NC)N-A�SIVE 24' BY -;�13 I DE MEMBRANE WATERTIGHT PIPE PLUG 7%-R E TE WITH STOPS -T�7 IN Lt 4 SECTION 13-13 _c_�IUNOISTURBW A 6 UNIASTURIRED PROVIDE TH _2_-CwPAc4TED NATIVE EARTH 7;F SEC'IPN - -OFOR A 3/4 All EAR -2- MINIMUM OF G* AROUND 3/4- 0 CJRUSHED M A TERI Al. CLEANOU T ROCK X\\ TABLE STANDARD CAST IRON FRAME AND COVER PIPE DIA. -D' PER DETAIL 4 2' THICK, 3000OPSI GRAY IRON, 42' HEAVY DUTY CAST IRON GRATE. SECTION A-A 47 4 cr_ RIM ELEVATION SEE PLAN F _ NOTES: _4 I.A 0 -1/4- ALLEN HEAD DOLTS 3/4' - 0 CRUSHED 112 PIPE O.D. .1 1" LONG RECESSED V/1 ROCK PLUS S' Pit -ALL PERMANANT CLEANOUTS ► to • TO HAVE BOLT DOWN COVER 6088 71 OL PIPE INVERT 3/4--0 0 .0 000 o C14 0 0 All PIPE 0 0 0 SEE PLAN 0 00 0 0 BEDDING 4p C,% -, 0 L TRAP WITHfib0 0 0 00 0 0 a CLEANOUT --------------- NO CONCRETE ENCASED A.) CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE (MINIMUM) STEEL BOTTOM OF WYE 2 Pf•E O.D. PLUS 4* MIN. FOR PIPE SMALLER THAN 18' WITH ALL JOINTS WELDED. CATCH E BASIN CAN BE ROUND OR SQUARE 3/4.-0-/ OR PLASTIC PIPE \\-3/4--0 2 PIPE O.D. PLUS 6' MIN FOR PIPE la' AND LARGER L L_' TIES F B.) OIL TRAP CLEANOUT LID TO BE HINGED OR BLOCKED TO I' .A,- 'E NLIT 7 PREVENT LID FROM REMAINING IN OPEN POSITION. NOTE: NOT TO SCALE ON CPEp4TING A� I-'F-V C. CAULK PIPE TO CAULKING HUB. DETAIL D. SET CATCH BASIN ON 6* THICK COMPACTED CRUSHED r4_""\ TRENCH BACKFILL DETAIL ROCK OR SAND BASE. N E.) BACKFILL AROUND CATCH BASIN WITH DRAIN ROCK. NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 45' BEND IF CONCRETE PIPE NOTE: NOT TO SCALE SD20OCH5.dwq IS DEEPER 7r,41N 3 FEET �3 CLEANOUT FRAME AND COVER FROM FINISHED GRAric- NOTE: NOT TO SCALE SDI50SA.dwg NTS 2 CENTER VALVE BOX ON L,:,,.ArE FRAME AN[) COAR zF*ER PIPE AX;",' OF OPER N_'T r2'*')I CLEANOUT 7- - "'IF .AWES OVER LEDGE OF AT LEAST I )IJTI E T SD270ST.dwg W9 12" IN WIDTH 4, PR3vIDE 14' SQI_IARE BY 4' THICI, \QLY CONCRETE PAD 44JUND .,AL', E IiOX OUT131DE CP' PA,.-FD AREAS AS SHOWN IN CONCRETE DET_:_ rl"*� TYPICAL CATCH BASIN L S:.\CIV94-CO.dwg 172 7_0 tt ;EWER PIPE Uj APPIPAD or, NO SCALE AOMN P. DUEW 00904XRM DEPARTMENT 4 im ONG NO TYPICAL GAIE eft,;cii 9-.., pa (S"?S." MARICM 110" VALVE 'AN fSO3 "A- APPIVAN.MAN UNDIerLIR8EC` EA14 MAXIMUM 27" FROM SET FRAME IN NON-SHRINK GROUT TCP OF FIRST STEP-\ TO TOP OF CASTING 6" MIN CONC. N(,TF S p GRADE RINGS (2".4"OR 6") ENCASEMENT GqASS SET I% NON-SHRINK GROUT ALL SIDES MANHOLE TO (CONFORM WITH ASTM C-478 STANDARD ECCENTRIC MANHOLE FRAME AND COVER 3' CONE AS SPECIFIED SEE DETAILS (- ,-)N,1_RETE PIPE DROP -ALL PIPES ENTEFOING OR EXITING GRASS_ AS BE WATER TIGHT PIPE SIZE -CHANNELS 7U BE 3/4 VERTICAL PER PLAN HEIGHT OF PIPE-SMOOTH Fi,411,141 PIPE CLOSURE COLLAR DITCH PjTTOIW -RAW-NECK OR KENT-SEAL TO BE OR APPROVED OUT E? J TEE COUPLING MANHOLE SECTION OUTLET -INSIDE DROP MAXIMUM 4' (VARIABLE 1'-4'' 16 USED ON ALL MANHOLE SECTIONS vER71CAL DISTANCE INVERT TO INVERT -MINIMUM HEIGHT OF STANDARD CLASS 100 RIP-RAP 40 Ttj BE 5' r5'*`\ OUTFALL TO DITCH (TYP. SECTION) -SEE DRAWING NO 110-St MANHOLE/CATCH BASIN STEP -KNOCX041TS TO BE USED WHEN STUB OUT PIPE • G15-54" 1/2- V-W IS 3' OR LESS 12" -MIN. 20' FALL BETWEEN INLET AND OUTLET y 48" kAIN =iT) UNDISTURBED EARTH Ht ( K ACE,,.. 12' MAX FOR /F T SLOPE I" MIN FROM TOP OF 'IRA Wri F CONCRETE PIPE PIPE TO MANHO[F SECTION COMPACTED `,RANULAR E BACKFILL UNDER PIPE t'6"NN STANDARD MANHOLE .1p C, ANN9\STANDAR0\Wj0pt.dwg N% 1) A b ► PROJECT: 9814c, IQL.Y, • D I'M.J. go DEG. SEND 981456-15 DWG MINIMUM CONCRETE 12' OF 3/4"-0 COMPACTED 14M c DUCTILE IRON PIPE DRC BASE MATERIAL CONCRETE BASE NOTE: NOT TO SCALE G1.5 NOTE: NOT TO SCALE STD M.H. OUTSIDE DROP CONN. VLMK PLOT DATES- C-.\0DRANI4G\STANDA1RD\Sd090@t.d*g NTS 5/28/99 If. 36 6 PkID 6/118�1.9 14 33 24 *TW 1=1 1C, IPS ARCH(Tf I' 981 45G-5 dwq 6/29/09 14 2619 WrW 12447 SIN 69th Ave 12447 SW 69th A v,, RUP1999-00233,MEC1999.00388 ELC1999 00487 5 of jq 5 of as :39 LEGIBILITY STRIP 5 C, 7 16 17 IB 19 20 2' 22 23 24 25 26 2 20 ZI 01 11410 1? 0 I'l I I I I I Ill ITI I I I If I I I I I I I I ITI 11111111 Ill 11111 11 I I I I I I I I I I I I I I I 1171]1111111 111111111 Oa CD All �sm 1 .1 WWI N A "pop MWAWPOWP." Y Y• i. } • O ! Y� � �3 1 1 �� h• I �- 4.0 I 258.0 Cb 90.0000' T.O. [" 0, 1121 S W Salmon Suite 100 Portland, OR 97205 Tel 503.221.1121 Far. 503.2.21.2077 tq l _I_ J .. 1 J ( m ---------- ---------- 1 �a _ g i 1 3 .•_'---- ------ - - - - - - -- --- J L- ---- - - - - - - - J - - - - - - - - - - - - L - - - _ - - - - ( w N FULL DEPTH JOINT 5 2L 4.- SEE ARCHITECTURAL - N l � • 4 1 RICHMOND c R1.1 R1.1 DB-SAE O 15" O.C. 6R1.1 w z x I CENTERLINE OF ( i c < FUTURE WALL — 18'-7u - 18 -113 -0Ua _j n do a6.-2' w 26'-?" 18'-7" Y HILFIKER 40'-0" 30'-0" p oQ Cc,SYSTEM FINISH GRADE AS OCCURS 125-8" M - SEE SITE GRADING PLAN �---- 70.-0.. - J rn > Ma EL 264 0' FOOTING RETAINING WALL PLAN I-1 11=I I El I I-11 '� -- =1 11= I 1=1 I I=1 I -1 1 1=III—III OOSiTE 1 =10.0' 8" t 0" I I I _ _ If--- FUTURE WALL —1 11-1 I El 11=1 11-1 11=11 I CONSUL THN r_ '— I I I I EL=258 E.0 PAS • CI Nc ♦ I • 8482 #5 x 2'-4" RICHMOND • ' DB-SAE ® 15" O.C. G 011�•0ll / (3) #522 O 15" O.C. 2a" • • 4 • S E KtA 4 I � f� SEE ARCHITECTURAL 24" II_IIElII� I =— t�x Q =1 I I-I 117 111=1 1 1=1I- II- - -- _ 10'-0"t SEE PLAN 1 -6" . , I1 1111111 l ' J • 8. / --c LR. 8" �-FINISH GRADE AS OCCURS E _ 1111 I1 - SEE SITE GRADING PLAN ' III - - _ _ __ ��RR / EL. 263.0' -111=_111—III I / I—I 1 V • / —_ (4) #7 x 4'-0" RICHMOND • ° • I I- Z O II G lyl WATER QUALITY TANK STRAIGHT DB-SAE#5 x 2'-4" RICHMOND � 1'-6" '� O 4 _1- DB-SAE ATEACH MINIMUMBAR cz) Q �I I LU •�- -- 3 FOOTING STEP II • � II 'I R1-3.dwg 3/4" = 1'-0 #6 O 12" 0 C F _ 12" x 18" PILASTER �W/ (4) N7 DOWELS X16 O 12" O.C. #3 TIES AT 6" O.C. I ( CAULK 1 BACKER ROD 4"0 PERF. DRAIN #5 O 15" O.C. I I T 1 V. • FILTER FABRIC � • 4"0 PERF. DRAIN ( i -GRAVEL 1 7 111- ? 4 /ell FILTER FABRIC I ' I �� , 0 48" _ DETAIL A A -="i _#6 O 10" O.C. r AT 18" O.C. WHERE COLUMN A JA 4 WALL JOINT GRAVEL I I FOOTING DOES NOT OCCUR (4) X17 RICHMOND I I 1 R1-4,dwg 1" = 1'-0 254.U' / tvT--� ° p HOOK DB-SAE o a7 o PROJECT NAME V ,o —I 11;111111j111111111 • • . .� • • e � J`a op I 4 I I IF V 7 } J • 4 1 • •4 IF NPO I • t • • • 0.� . IF4,•.•�° Qv o0o Oo c° Dv J0 Oo ow �,� o° Qo o�c Dv oDa D° o° h° ► I • • •'� a� a� aooa0 ao ao ao a� I DATE 10.25.99 I IF --- a i I "' I CHECK. JEK a 5'-0"L I/ - (5) N4 N4 0 18" O.C. �G1 ! DRAWN BY, i JM I EDGE OF FOOTING (BEYOND) 5'-0" WIDE FOOTING 6'-8" PROJECT: 99277 • -- ----- -—-- -------- — NOTE: > SEE ARCHITECTURAL DRAWINGS FOR REVEAL PATTERN AND RETAINING WALL NORTH OF GARAGE LOCATION r2-'*\ FOOTING RETAINING WALL R1x1 1 R1-1.dwg 7 1 -0 1 R1-2.dwg VLMK PLOT DATES: 10/26/99 10.38.3 CJM 10/28/99 13:59.0 CJM 99277R1.dwg 10/29/99 9:24.37 CJM IRS AR HIrECrs, INC 99 12447 SW 69th Ave. 12447 SW 69th Ave. BUP1999-00233,MEC1999 00388 ELC1999.00487 6 of M 6 of • cm LEGIBILITY STRIP1 �om0� Cm I 2 3 4 5 8 7 6 9 10 1 1 12 13 14 lb 117 118 19 2'0 21 22 23 24 25 218 217 28 29 30 ZI I I Q1 1 HONI • 1103 s+ b 1,tl11,ltJ11111 1lal�,l!l�I.l�1�.1iJ�J�Jt. tli1 >1�1.�. 11J.�1,1.al�lI�Il►IIIII lllIIII.I[>T►IIIII.].III1.1II�.1.�1.i�a,1a111 I1111.111.111411111_'.�II I]111.1711�.1.►1.I.I.I�.I.1.t111�J� IJ.�I►�1�1il1.11�111.1.�I.tLI.111�,1�1�11�oz . ..... ... ... .. .. .. �......... ,..._._-._.,.M,M,,,,,, .n...•.......n.w...w....,«•,�„rwy....�.� ,.�..e.,,d, ,r._.._,,..,."�WWeiM.M,rn.ui.rP.a,M».. - ....,. .. .......,...�. ,�..,,q,",.., ,. ..., ......ay, a `r6IN4r r i Oxn�eN 22 '% fiE,.�/�� ft ' I LANDSCAPE AREA rMf ESTOP (SFE ', IF F`t a`a NEW TOPSOIL AND CORP SEE SITE PUN AND/OR FLOOR PLANTOOLED T 8 7 3/4' RADIUS iSLOPE 2X MAX. EDGE SURFACE OF PAVEMENT Tf V0, I SITE DIMENSION - (D 1 14' OF COMPACTED SEE SITE PUN x121 S W Salmon SuItt. 100 CRUSHED ROCK BASE Portland. OR 97'05 r•.. I i COMPATel 503 221 1121 y L, r_0SUAGRADE 8' g• Fox .503221.2077 . ASPHALT PAVING AND BASE ROCK NOTES: SEE SITE PLAN FOR DEPTH ,j-- TYP F C CURB N T O ES: J 1.) PROVIDE NEATLY TOOLED CONTROL JOINTS AT 5'-0' ON CENTER. �- - - -- - ' � � FACE 8ATTER NORMAL AS SHOWN FOR CURB TYPE. 2.) JC4NT SPACING: COLD JOINTS ANO STRUCTURES. EXPANSION JOINT TO BE O' rn 1 EXPANSION: 45' MAXIMUM AND AT ALL POINTS OF TANGENCY, ( c N 1 1/2' PRE-MOLDED, ASPHALT IMPREGNATED, NON-EXTRUDING 40, l a SEE SITE CPLD NG AND BASE ROCK MATERIAL OF SAME DIMENSION AS CURB. a ' 8' 8' E' HIGH EXTRUDED CONCRETE CURB CONTRACTION: 15' MAXIMUM. CONTRACTION JOINTS TO BE 1" DEEP '� •i dr ' SET M EPDXY. PROVIDE JOINTS AT TOOLED OR FORMED AROUND PERIMETER AT CURB. G I 20'-0' ON CENTER MAXIMUM. 3.) 7OPS OF CURBS SMALL SLOPE TOWARD THE ROADWAY 1/8" IN W. v n 1 P 4.) USE 3,000 PSI CONCRETE, MAXIMUM 4- SLUMP. T z - 1TYPICAL SIDEWALK SECTION r2 TYPICAL CURB SECTION S 3 SECTION AT CURB TYPE 'C SV-0 1 . SETE-90.dwg 1 1-0 1 :. SITE-CRB.dwg 1 1 S . 9TE-CRC.dwq 11r—T-0 i - i i I �1 t 1 t ' U uj Q 4' MAX CLEAR PLATE 5/8" x 12' x 1'-0" W/ cc (4)- 5/8' DIA. x 4' NELSON Y O O O O O STUDS AT 9' O.C. - PROVIDE STANDARD PIP E RAILS ; 2) CONNECTIONS PER PANEL �t 2' FROM PANEL EDGE) 1 n O 18" __ .._ � GEOr,RID IS r0 BE PLACED ON BEVEL 1 1/2' DIA. POSTS AT 5'-0' -` BACKFILL AND EXTEND OVER PINS. PLACE NEXT UNIT, PULL GRID TAUGHT 0 C MAX FACE_ OF WELDED WIRE WALL AND BACKFILL STAKE AS REOUIRED r CONTOUR GROUT TO DIRECT AND FILTER FABRIC WATER AWAY FROM PIPE 'T - - • x r T.S. 3 x 3 x 1/4 x REO'D (�- PLATE 1/2' x e- x 0'-e' cc W/ NUT TACK WELDED ON COIL RODS Q c / 10" x 10' x B• CKSIDE I j+ BLOCKOUT INSERT FOR HANDRAIL W/ BA ANCHOR BLOCK 0 9. (2) OPPOSING /3 TIES C NUT AND WASHER PLACE GRID OVER FINS PLACE NEXT COURSE. PULL TYP• �_' 10' z 10" x 8- CL')NCRETE 1 4 t TIGHT AND BACKFILL GRID/PIN CONNECTION ANCHOR BLOCK — INSTALL i --ALF Ni'Nf TIGHT TO PLATE a NOTE: SCALE NONE ALL INFORMATION FOR RETAINING WALLS IN j THIS DETAIL SHEET IS FOR REFERENCE ONLY. DESIGN DETAILS AND CALCULATIONS SHALL BE STAMPED BY A PROFESSIONAL ENGINEER — REGISTERED IN THE STATE OF OREGON. 5 1/2- C.I.P. WALL W/ X14 j AT 12" O.C.E.W. SEE ARCH. FOR REVEALS. REINFORCED SOIL SEE SPECS. 1 .,a (nQ I 0 PLATE 5/8" x 12' x 1'-0" W/ - I J (4)- 5/8' DIA. x 4' NELSON I Q 4" CAP UNIT CAP UNIT RAILING STUDS AT 9' C.C. - PROVIDE i W _ \ 2) COFR(YA PONS PER PANEL �t 2' FRO"x PANEL EDGE) �— 4 \ FINISH GRADE AS OCCURS I 4Q a KEY°,TONL COMPAC UNIT-- I 9" MIN COIL ROD CONCRETE x 10" x b' co CONCRETE LOW PERMEABLE SOIL -1/4 V ANCHOR BLOCK ~ _ NUT AND WASHER z -UNIT CORE FILLC- RETAINED BACKFILL I (1' MIN ) \\ COMPAC UNIT Z ' ^ tR CAST-IN-PLACE WALLLj FINISHED GRADEEINFORCED BACKFILL I \ #4 AT 12. O.C. ---rte 6" APPkOX EXCAVATION LINE �j 6" 2-/4 + , - LEVELING PAD + • (v.��•�� 2' 1'-e 4 DIA. PERFORATED DRAIN PIPE - SLOPE AN Al 11 MINIMUM AND CONNECT TO STORM DRAIN. UNIT FAQ SEE SITE UTILITY PLAN FOR ADDITIONAL x E INFORMATION. , O'.CCD_SEC-TIOtd ISOMETRIC COWAIC UNI — NEAR VERnCAL WALL SCALE NONE SCALE NONE - -- i DAZE JI 14/99 1 4 TYPE !] RETAINING WALL 5 TYPE p RETAINING WAIL 3 4 -7 r-"0 CHECK ArF r DRAWN BY_ -- WTW PROJECT.- 98145 98145G-6 DWG .. C G1. 6 VLMK P101 GATES: Q 6/9/99 4'59 55 HAT a ►^ , E/9�99 8'253 36 HAT _'0 1RS ARCH TFC TS 97 i�' 1�t� M :.i" ' „�I �.'' rR:• 981450-6 dwq 8/1!3/99 1421.1 W1W ti ';', ��`��,Ji -"4'I` * I,•�� y.'` - _ 1 rt , ' 12447 SW 691h Ave. 1�4�47 SW 69th Ave • ` �' BUP1999-00 23J,� 9499-00788 ELC199900487 CT _ LEGIBILITY STRIP 10 2 3 5 13 A 9 10 2 ""'1 14 16 17 18 Ig 20 21 22 23 24 25 26 27 213 29 _1C gym . �m ' o" CDg H7N1 . 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Salmon .�f �7 ,s0`'`E_. `\� I�EW Suite !00 "`• CBM D RSH — ---6 qbD 0 R6D �` t Rr _ i.. _ t •^ .-_._--. - _._._.._ .»_ hOl 97205 «- tldn U _4 ----_ —7 Esq, -- - e _ — ____ .rr+ �. - ----- -- Tel 5U . ��1�1 f -- ----•�- CK_ _ zl � `- 2 6M_ --, _ —_' _. _ _ _-�__ ,.' `' - - - - _ A ' Fax 507. 77 ---t-- - — _ �� .ate¢ I . i . r qM_ a \ ~ n� :►v �L-^ _ _ 6c 6+`rs- \ -t .. --_ I �.',' fl •�. / 7K _ ° iIM-�. I• - � -r--3� .. _. ..- --- -- -- — - - 3c°GR - ..''_ r - .t r:Q,� •7` - x� _-� i''� . I �".� Ift i —14 w- J Ter - ,�, (_ y ce► - - s 4 rfP w 1 6 ARB 20 i 62d HC Lj ARt3 N �•" a HG ( I I � ' � i I ! ! I I � I I ( � I , tI I "i 1 I A 70 rteh4 W pl�i..�./� 1 - -UCS^N6 48'�4 i•1 _ _ - - - _ _ E� e 1•� DCC.!DLC7.5'RtI'0 .N•N �' 2 y ---- - - --- Q, F T 7 7 7 C1 ill lY cc 111 ' ' 1 Uj LANDSCAPE LEGEND TREE CALCULATIONS LANDSCAPE NARRATIVE v LU cc CL —el C' E _ k V ' ,,ot.cr G1-vrG• ,�/..4Je. ..•a' v- c ., s r•- =... . ! . . .� .. Q Asr TI"r- .. �e oc ae to 's y, ,cc — . e oe ^Meige ~•,odode'la�o^ 'Bowe ce .e'ce e Q X -....i 'f'J.J ' •• LU N LU F .. Js JcDor'ca '4clJ' hel .' . . ' T e S�i�ee 2 c . Saircec x buma,cc 'Goo` cme' g ea pec: r. Sv ✓orean 124"- sp7ce V'bu•nurr 3J Viburnum cor''es' he'gn'j s�recc I 1 1 tees x 3" - >: Rv3 Ruby Glow Dapnre i8"-24" 3, Total co'IGer c. Daphne cneorum 'R .by G ow spread J RN Rotunda Holly ;B"-24" 3' Q. Ilex cornuto 'Rotunda' height c• �A_I�rR CHL_l,L� IOr�S ?V Spring Bouquet Viburnum 24"-30" 4' c. Number of c(� ipnr Viburnum tirus 'Spring Bouquet' he'ght (Total represer•,, . . 1, rr� l CL S a5 per T card ,;-jr, ,e •ee V ShCSta V;burnum 44"'30' 5' p g Viburnum piicatum tomenitosum 'Shasto' he ght William L. Owen rand 4r_c�c. "ee Vine Maple 6', B&E3 8' Number of caliper Irches n-';tigcted Acer clrcinotum Q Waxleof Privet 24"-3 u . o. Ligustrum japoricum '7exonurn' height Q Zabel Laurel 24"-30" 4' c.c. "J Prurus iaurocerasus 'Zobe,icna' height;spread _ ND: DVF I, Common Periwink!e 4 pot 8" c.c. Vinca minor 'Bowles' iTfJT� Lowfost Cotoneaster + I C. Cotoneaster dam,meri 'Lowfas, Annual Flowers 4" pot 8" 0,c, Variety by owner. To be in bloom at time of cneni-g, 6.3v.9y Sod Lawn/Seed Alternate 4 rP _5.28.99 CI4[CK CF' 0'00; By. MRO Irrigation shall be provided by a fully automatic undergra'Jnd sys'.er^ design/bui'd t by the landscape contractor• 2. Plants shall be spaced as noted above unless otherwise shown on the drawing. LANDSCAPE PLAN SHEET LAYOUT z-- - M PROJECT: 98010 I` a variance exists, the plan shall prevail, \ TIG-tK1a,DWG 3. Ll buffer landscaping along S.W. Dartmouth Street shall meet the 3-foot-high and 90 percent opacity within 2 years. l 4. The proposed shrubs shall provide a balance of low-lying and verticol shrubbery. 5 Refuse containers shall be screened with appropriate plant material. LIO 6. The required LI trees along S.W• Dartmouth Street shall be located outside of the right-of-way. i t M 5 r 5 b (n LRS ARCHITECTS 97 12447 SW 69th Ave 12447 SW 69th Ave. HUP1999-00233 MEC1999.00398 ELC1999-00487 R of W39 S of •39 LEGIBILITY STRIP O 2 3 4 5 6 7 8 9 10 11 12 13 14 18 17 Ig 19 20 21 22 23 24 25 26 2'7 2e 29 30 CD 01 4 HJNI ayl oz 11" q 4• $ 4 Oa '1a1.�1LLl��l�1.X111.t.�l,l„�1.11,ll~►ll,lllli 'II IIILIi� .11ll.11ll 1.1111!IIIIIIIIIIII�ILIIIIIIIIIIIIIIIIIIIILIIIIIIJIIIIIIIILILIIIII)I(IIIIJIIIILIIILIiIIIILIILIIJIIII!IIIIIIIIIIIIIIIIIII��I�III,IIIIfJLLLILI�II�III�I�IIi�I�LILI� 1 4 � 74 OREGON HE J. RES 9ACH*O , 6. F Av i I � i i 1 LJ U I LJ }__) 11°1 N Salmon Suite 100 ^• Portland, OR 97205 Te!. 503.221.1121 n _I__------ -- _-- —____ _----_--1-- - _ Ll Ll Fax 5032212077 01 t —___-__..__ ._..._. .. .__.___—_ -�— ___ __ _ _ -._ _.. -�-s•_;>t--�•--�-•.T=_-T__ -- Y--- FSI v I f-- F- ✓J f.l - —— - A_ r.v114 -4 h 7 cc _ --_- Q. cc _ ✓V cc j i /� I ter__ �• � � - -��`—� r � --_-- �/ V AC ;J11 11 L low V CL uj CL L-- }- Q L.J LJ L-1 LA V/ d) r^ t k � f i E �--- ■� E ., q I I >< �-/ 2 --- 6 SD 99 DA-F. 5.26.99 i b BECK: Gr DRAWN BY.• MPG LANDSCAPE PLAN _ + 9C Z i M PFDJECT: 96G10 TIG-TRI4 DVS L 1. 1 12447 m LRS ARCHITECTS S-' SW 89th Ave. 12447 SW 69th Ave KIN999.00233,Wr1999 00388 ELC1999 00487 got r 3q 9 of is 3cl LEGIBILITY STRIP O 2 3 4 5 6 7 s 9 10 1 I 12 13 14 17 Is 19 20 21 22 23 24 25 26 27 28 29 30 rr �r 6� CDZ I I I OIb DNI 9 10a Imam uj 4 4 _�t11WaJ.i.��111J11.t11�,11.111li.1iI,IJtU.1L(,wJtILI�.hulilLLl1t1a.LLiIilllllililillliTilIlilililililililililllililIlililllilililililililililililIT,lilllililililllIli��lil�lilil�lililil��l�lilil�l�lililill�ilililill(il�;�! 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Tel 1.J LJ - —___-- --_T_�—_—_-- __—. -- _—� — l_J LJ Fax 503?211 0077 -- -- _ Q d ►- H- f::.: -_----- x--50 ,��- - ------ • f _ �1 -- — C': Iiia --- 4 cc .� Ui 7=ycc U ; LLJ N CL { ,� }' l! }_ +.} _+ — -- "'At"�'x �/ '-"-Y�:^t•^iMk i i� 1�f~ t►Y:ice '� !.-..__..-:x.11_ '� .Y�._ � ;� ycc • -� 1.. --- ` -'--- --- - - - `r �~ - ,� �. lir?r+r'i�r-4+1 cc V /\ ARE rot 66-j -- - __ •y � ,--- - �Ur *.101*1r ,gym LJ Ll 2 -T _ _ = Ll Ll m Ui 1.J LJ I Z 1 w Q i- Q d f) I- X X } } i AE 3 1 J_ _—__ 6.30.99 D TE - - 5.28.99 " LDRAWN BY.- — MRO LANDSCAPE PLAN _ r PROJECT: 98010 nG-TR�4 DWG C4 I L 1,2 5 _ 5 W4 w p LRS ARCHITECTS 97 12447 SW 69th Ave 12447 SW 69th Ave BUP1999-00233,MEC1999.0038P ELC1999.00487 10 o1 W39 10o1 i39 iEGIBILiTY STRIP 0 2 3 a 5 6 7 3 g 10 I I 12 13 14 16 7 e ig 20 21 22 23 24 25 28 27 26 29 3C om = 1 C D Z I I I OI g 4 Q 4 HaNi oO Ot .Il� �)j�•�111t11111111111.11�1Ji1tl!1.11L�1.1L '1�11�TLL�.L�.ILIL��Il1JII�I�I�I�I�ItI�IiI�I�I�I�I�I�I�I�I�IiI�IiI�I�I�I�IiI�I�I�i�I�I�J��iI�I�I�I�� f�I�I��I�I�I�I�I�I�I�I�I��IiI�I�I��I�II ��I�L�IiI��I�lililil�l� ' ' T oZ r' w F - r Vp T — __ -- � .•mac ": _� .._ --__ _ -- -------- - --------- - ----- - — - _ - -• - - '. : __ - Vii:- - WA&ft • ■•.. man -�► _ " *411110 IS mw aloft ANN RwAft r _ _ • r IF • . ` , _ �_ _ rCft me qftm eeen a •A man— _ SI Y. I LANDSCAPE PLA 'q - - L 1. 77 C D V I, 1c: +.•.�•-w+ .�...,._.«.,»«!rw__o-<...�ww„w»+nw,...,....-• .....,.•.....,.. v...............:......,.,.-.+..we...mw+•+.-.,».,.. ..,.,.,ruw,...»>-,...,.._.. �»•,u s.«..+«n r :..;..;..m., �., ... ... ._- .<..._ ..... .. .. ..._... _ __.... ... - - - . . __ . . _.., .. aio � BUILDING CODE SUMMARY INTERIOR PARTITION p - TY ES » ,f PUBr IC ENTRY REQUIRED TO APPLICABLE CODES: 1996 GMSC UNIFORM BUILDING 6 ODSCU B C)WITH OREGON AMENDMENTS RATED PARTI I �`�� 130a BE ACCESSIBLE PER rf' ' SEC 1106 2 4 EXCEPT 1 't - VEN A LEE PROJECT DESCRIPTION, 2 STORY OFFICE BUILDING CONS TRUC TED OF 1 I T-UP CONCRETE EXTERIOR WALLS METAL DECKING 8 CONC FLOORS ON STEEL TRUSSES.STEEL PORTLAND, COLUMNS INTERIOR STEEL STUD FRAMING WALLS. AND OFEN WEB ROOF TRUSSES J' WITH BUIL. HOOFING • rq G NON RATED LOBE 6 1 6 B5.Ab 1 FOR HEAD • OF O�V OPEN STA.'RWAY ALLOWED -- INTERVENING ROOM 1 SEE B4 A CONNECTION TO MTL DECK SEC 1005 13 1 EXCEPT 1 SEC 1004 2 EXCFPTIN of r'' ; OCCUPANCY GROUP: OFFICES B )OCCUPANT LOAD FACTOR = 100 SO FT OCCUPANT. f•l I SEISMIC ZONE: ZONE 3 v /' SCHEDULED CE'uNG SEE 1 REFLECTED CEILING PLANS 1 HR RATED ELEVATOR SHAFT ' REQUIRED SEPARATION 1HREE SIDES ACOUSTICAL NSULAT�ON • WHERE 1 NOTED ADJACENT _ TO WALL T VPE SYMBOL CONSTRUCTION TYPE TYPE V NR 1 \ 1 LAYER SM 'TYPE X GYP BD ALLOWABLE BUILDING HEIGHT: 50.0' L?STORIES) EA SIDE ION WALLS W n CERAMEC TILE PROV DE A,SO PROPOSED BUILDING HEIGHT 42-D" (2 STORIES) - - — ' LAYER GEMENTITIOUS _ BACKER SD TO 5 10 A.F F 6 1 \ WATER RESIST GYP BD FROM 1 \ POSS BLF FUTL RF HAI I WAY A FLOOR AREA ALLOWABLE FLOOR AREA 8 000 S F 5 10 T SEE 1 Not PERM'T,NG - O CLG E INT E EV51 LLOWABLE F BASE AT 1H,S t ME IPER FLOOR) )TABLE 5•BI r---- - - - -- r _-- _ -- -- , I --r--- —r--- _- �' 3 1 2 META,STUDS I'm 24 0 C Al MAX ALLOWABLE FLOOR AREA USING YARDS: '6 000 S F A2 6 METAL,STUDS It 24 O C. ISFPAHATION 4 SIDES X40 'UO`„INCREASE, • MAX AL LCWABLE FLOOR AREA USING YARDS AND PROVIDE SEALANT + BASE OF AL.WALLS W A.000ST'C A -- — / MUL 7I•STORY INCREASE =32 OW S F NSU1— ^ ^� MAX ALLOWABLE FLOOR AREA USING YARDS.MULTISTORY INCREASE TYPE A- 1-HR WALL - U.L DESIGN U465 a _ _ �'r rq I ti. • AND SPRINKLERS:64 100 5 F 1 t 1 FIRE RISER ROOM OUTSIDE ACC TENANT Y• •~ _T c, TENANT fl // ACTUAL FLOOR AREA 8 FINST FLOOR 20 5'6 ;F 7� " ". OCC SPAN � 11.1�•{(. C:. t V 119 Y 105 ' OCCUPANT LOAD SE:OND FLOOR ?L 544 S 1 _ n OCCUPANTS yt., ` fLNu - r z:r ft lN!l BASEMENT PROJECT HAS NO BASEMENT �� ACCESSIBLE r TOTALS: 41,070 S F. =357 OCCUPANTS J I'• rlrutl. !lh J TRACK TOPBnJiT )+A FI Irl. Extr \ --L '�. -E,r. 4C'iR.li•rt ,f A4 .', E,.DOR E16A616B5,'A61FOP HFa: 1 AC 1 AC c 1 _IiNNE'-TION TO[AT'_^ELK f.,7 i0i _'_'I.207 r , SETBACKS BUILDING SETBACK _9.0"FROM 65TH 10'-OMIN SET +F- !_ECCE ^�G SEE BACK FROM SIDE STREETS REF,E TED CE -NG PANS SPRINKLER SYSTEM FULL.Y SPRINKLERF.D WET SYSTEM(LIGHT HAZARD STANDPIPFS NOT REQUIRED S'CAL 'FSLLA :ON � ACoI. t ... „:,,, .. ...::..:...:..r,,,,,,,,nn,rr�,.,n„n.,rrn,,,�„ � �/ ,r - OVA_ TrPE,OVMBO J CEN J A T T'” STRUCTURAL FIRE FXTEHIOR BEARING WALLS-4-HR ,,,, ..,,,,.,,,.,,,,,,..,,,,.,.,�, ,. 1 ` 3' ( EXTERIOR IW AVE `dEE E FE X G'vP BC RESISTIVITY r 2 INTERIOR BEARING WALLS•NR ' 4 STRUCTURAL FRAME • WALLS 4-HR 1 SHAFT,NER 000 SOFT. "' 8 151 SOFT. 5 PERMANENT INTERIOR PARTITIONS•NR / AC A C e�T ENCLOSURES• 'HR-EXCEPTION NOTED PER u H C SECTION' ' 3 — 1 _A,ER 58 TvPE X G'VP BC / 90 OCCUPANTS ' 81 OCCUPANTS ° ' N HOOFS AND ROOF,CEILING ASSFMBL7 I-LOOHS AND FLOOR CEILING BES NR LIES- R = METAL C H'STUDS z 24 U JI E EXT 6 METAL C H STUDS t+ 24 0'_EXIT DIS PRO':'E SEA-ANT ,• SASE':IL TOT-4L P I T-4L DISCHARGED ROBLC WAY UTE i \ TENANT � OPENING PROTECTION NOT PERMITTED LESS THAN 5.0 WALT� W ACOLST C '.'SbL TENANT f3 { SEE SITE PLAT'+FON POLITE 116 10707 PHOTECTEp LESS THAN '0-U' FOR EACH BUILD NG r EXITING . 2 EXITS REQUIRED FROM EACH AREA ON EACH FLOOR TYPE B - 1-HR SHAFT WALL- U.L. DESIGN U469 2 2 EXITS PROVIDED FROM EACH FLOOR A 3RD EXIT PROVIDED FROM 2ND AND 'ST FLOORS F z 'G SGr+ARuED RCl'1 'C 3 2 EXITS REQUIRED FROM EACH FLOOR \ \ F PL,BL C WAY 4 ?EXITS PROVIDED FROM EACH FLOOR E F S TE PLA%FOR ROL.'L A 3RD EXIT IS PROVIDED FROM THE 21`10 AND 'ST FLOORS LACEBI5 MIN EXIT WIDTH REQUIRED 42 F f : g g5 a. iE A _ _t_ _ _ _ _ ,IID'vG 6 MIN EXIT WIDTH PROVIDED 42" ' y MIN CORRIDOR WIDTH REQUIRED 44' It, ,vF r '4TOY' ' F ' { 8 MIN CORRIDOR WIDTH PROVIDED 70 1 / FIRE DETECTION 6 MECHANICAL&ELECTRICAL ARE DESIGN-BUILD SEE CONSI_It'Q'.' SUPRESSION MECHANICAL 6 ELECTRICAL DRAWINGS EE U_i 'E_•NG SEE -E'_NG F-ANS / OCCUPANCY VENTILATION SEE MECHANICAL DRAWINGS _-_ ACOUS'CAL 4SLLA'04 -'FPF �OTF�ADJACENT TO A REQUIREMENTS Vy ENERGY CODE SEE MECHANICAL 8 ELECTRICAL DRAWINGS - 1 _AVER 5-E T-PF z Gv$:B__ W r \ REQUIREMENTS -. i C1 . FIRST 'LOOR PLAN T -" '' 2 META, `T��` H- Z a _ RES.ROOM SERB'CE HALLWAY � METAL $TU=S 24 i W N UNDER 30 OCCUPANT 1 Ez T - 'C'rAti'SPACE GvER 3r;Ol l l-PA','S PLUMBING FIXTURE 3'NATER CLOSE TS AND 2 LAVATORIES PER SEX PER Fl-DOR RECU,RED ONE EXT THRL: 'HE :EX,TS REQU RE:: ONE THRIJ THT REQUIREMENTS REQUIRED YON RATED LOBBY INTERVENING ROOM' NO".RA-ED I OBB'r A'.p THE `PFR 3 WATER CLOSETS AND 2 1 AVATORIES PER SFX PER FLOOR FRC , F -r; 1 / SEC '004 2 6 'HRL,A RA ILD CORR DCP PROVIDED A" _LL I w Q I r TYPE C — 1-HR COLUMN WRAP • U.L. DESIGN X528 I O PUBLIC ENTRY REQUIRED / C ACCESSIBLE'TO BE PER SEC 1106 24 0 EXCEPT 1 NON-RATEPD 'PARTITIONS (A> A50vEC 4,S:tiE^U.E= ,F rcr. E ,a �0. Q GENERAL NOTES BRAagPEO': ` ca � -_ _F. �_. .F LA. O � i NON RATED-OBEY NTERVEN-NG ROOM +L •.a, a ,, E E r t ti t E'Ao E , �, -- F E s B5 A6 t c it I v SEC 1004 2 EXCEPT-N tt )'j I I 4 T c i•, I 'JF CESSAR '4 REGARDING +E -T ',TO MT, F- E;,,1•r [: '4Y F PE a TE'AJ Im{I7 4 �f E E .ay t NF a r •F'.t'i � E :••. FANC• E4T AT 04 TABLE i:(,. _ F a•,a;c 4z PRo:_ELA RE -�CHE.U,EC CE L-NG SEE 1 HR RATED ELEVATOR SHAFT a f 7pTPANSFORMEPS /� REF,ECTE CE'.NG PLANS 1 ACOUST'CAL�%SULA-0^. WHERE "NOTED ADJACENT TO WA_TYPE SYMBOL -- 1 _AYER 5.8 T-PE X GYF BC L I EA S,DE ION WA„S W - 3ER0 5C10 AFF 3 WATER PgOJ +' _AYER CEMENT T,OUS 5ACKEF DRAWING LEGEND FCT POSS BLE FUTURE HALLWAY q RESIST GP BD FROM 5 10 LF NOT PERM T NG \,r N.EU OF GYP JD SEE NT AT THIS T ME r. ELEVS, 3 12 METAL STL,CS ,L 24 0C MTL STUDS a 24”0 C Z - -- - ----- - ---- 1 H SHAFT _- c•p ,.f' E SE ALANT .n A T BASE O AN .'EC ;TABLE KA �\�� YON RATED CORRIDOR D ,VALLS W ACOUSTIC NSU N j OR HALL WAY TYPE D - NON-RATED PARTITION I 14a-E D GORR�DOR AND STAR •�'/,r// ' ' HR FIRE RESIST'VE b //�' I ,t I'. 'IG BOTH 1ST AND 2ND FLOOR � i,^. CORRIDOR L SEE 64iA6 1 6 85 A6 1 FOR HEAD a ONNECT,ON TO MTL DECK fENAN _ TENANT 1 VE '^ T84 V/ 212 + �-^-0 EXIT PATH + W SCHEDULED CEL'NG SEE r •MA��_; AC 1 C 1 AC 1 � ,,r- RFF;.E^TED CE'uNd PLA45 L'GFttED EXIT SIGN _ �. ACOUST CAL INSULA"ON . WHERE ' NOTED ADJACENT / • +,. TO WALL T•PE SYMBOL t LAYER 5.8 TYPE X GYP BD S „ ............ ,,,m+.,,t;,r1�,�,,,It,,.rrr.,.r� -- �' - - ,.,.,,.,,,,,,.c,,,. ,,,:t,�: ,„ /„r„ _ -•� ,7_ _ EA SIDE ION WALLS W' f� r 1 - CERAMIC TILE PROV OE 1 ?rr :rm•::::::n::::::rr:.:r:rr.r.•::r::::r::eu„u,:nn,m„u,r„ ,nn,„n+:,.,, n„n.r:F::: ._:,.-.:..- ,-_.�\� ti,' f v \�/.- v \\� -r v� -�. _.._ LAYERBDTOEO AFFN16WATERKER i I r '(�^ i A '� f \r ' `� A RESIST GYP SD FROM 6 10 UP v, IN LIEU OF GYP BD SEE INT I ' ELEVS) W F 3 1 2 META:STUDS 0 24 0 C 18 623 _ 30 X48 AREAOF RFSCUE F2 6'MTL STUDS'U 24.0 C O 1 1V 3 SO FTFT W Two WAY COMMUNICATION / � TENANT 113 211 186 OCCUPANTS TENANT2� PER SEC 11n7 � A,, WAI SEALANT(,,,' i ASE J)' V I `•, TYPE E - NON-RATED PARTITION E 1' SHEET TITLE ! 11 SEE B4 A6 1 8 85,A6 1 FOR HEAD �--- r CONNECTON TO MTL DECK I SCHDULED CEILING-SEE REFLECTED CEILING PLANS IL— - 062499 \ �•=/ -- - ACOUSTICAL INSULAT'ON WHERE 1'NOTED ADJACENT I DAZE ()61- 99 TO WALL TYPE SYMBOL - I LAYER 518'"TYPE X' GYP BID CHECK LHS ,ON WALLS W%CERAMIC TILE. I _ F1 . SECOND FLOOR PLAN _ PROVIDE 1 LAYER CEMEPITITIOUS BACKER BD I DRAWN BY LRS i rtSTROOM'SERVICE HALLWAY T05' 10 AFF 6 WATER TENANT SPACE OVER 30 OCCUPANTS _ RESIST GYP BD FROM 5'10” N UNDER REQUIRED ONE EXIT.1 EXIT PROJECT 0 REQUIRED ONE EXIT THRU THE 2 EXITS REQUIRED ONE EXIT THRU THE ENT ELEVSI � 480''"' SCALE t 18' .t NON RATED LOBBY I INTERVENING ROOM) NON RATED LOBBY I INTERVENING ROOM4 UP EN uEU) OYP BD SEE AND THE OTHER EXIT F1 3 tit METAL STUDS c 74. SEC 1004.2 8 THRU A RATED STAIR AND CORRIDOR 0C F2 6"METAL STUDS v1'24 O C OFALLPROVIDE SEALANT,C BASE OF I ALL WALLS W'ACOUSTIC A082 INSUL TYPE F-NON-RATED PARTITION _ 12447 SW 69th Ave 2 a 12447 SW 69th Ave 4 S BUP1999 00233 MEC1999.00388 ELC1999-00487 _CLRSAACh+ITCc151 12 of 639 12 o1 ■ 39 LEG(11I!_1TY STRIP 3 4 2 8 0 9 7 if 12 13 14 6 7 S .9 2C 21 22 23 24 25 26 27 213 29 3C TO 13 e Z ,.Irl sOZ CD I 6 8 OF . .,nl.:» .. ` M"k'W�TyT4%1�aMM!M�.M.MIMI1O"1^.yM,YFwiF�'µrY4M,I.R.F,M,q!r+M9MN+!.e:+4wrr+lvwlvw•mxr.nw?r*••r.•,1t'Rfwf.slrt,Nms.r.,..rn+n....ry.:nf+'Wlwe..• �.h.n.r.�.wW+Vt^•'RF+'."h,rr.;p'v'fM!1tlAl•snrr!AM;Y+wi.+..u,TSW:.wHA.,"tru:..u.. .1, . ••,u+.._x�. '�,.r:...n...,. w.+,:,s•.r ..+.»Mow.4wN+aMNMerunw.+u.iF"xM�,nn+.•-n, R^*el!1'.�*'M'MYr✓hMY�MrRM. Y .. ,.. - M 't•�+y""•rw.9+rrw .....,-. _�.,.. ...,, _. ..... ,d...^r"'yefi'A'+t!7.+gw.�h'±Pow1t, +lr.,.,.,mex :wa,wra-.•w+,.rP�M7 !�M'k�4reaw>.ra;F�b�-xF7-a•r. .+erunrw,.w-,:.+�+.e,+,•w;...:,rpv.Wrws.. ' STL FRAMED GATE W, STL FRAMED GATE W/ SITE PLAN GENERAL NOTES CORRUGATED MTL CORRUGATED MTL ` ll �/ :t PANELS 0 FRONT PANELS 0 FRONT NOTE:USE CITY STANDARD I SEE CIVIL FOR ALL DIMENSIONS,ELEVATIONS,6 DEl AILS, V 1304 Cn FACE&TURNBUCKLES FACE 8 TURNBUCKLES TACTILE WARNING I 12"H - SIGNS 6 STANDARDS WHERE U.N O 4� y13 4 SURFACE APPLICABLE 1� A. STRUCONIPANEL SEE CONSTRU PANEL SEE 2 SEE LANDSCAPE DWGS FOR ADDITIONAL INFO STRUCT STRUCT RETAINING CURB 16 J�PORTLAND, 8 _ - PAINT tP•FI-SEE PAINT(P 5)-SfF rr 1 SPF,C6. ACCESSIBLE PKG Y.ggx4MMUlr BLDG BUILDING PARKING SPACES SITE LANDSCAPE -`S• SIGN ON POST uwrogwuuq. 1# " I NAME AREA REO'D' PROVIDED AREA PERCENTAGE 1 ,) PROVIDE L?'DU CANE 4 ? �I I — PROVIDE 1r2'DIA CANE __ _ _ _ _ ____ ""�"' " SITE PLAN KEY NOTES N „ I BOLT 8 1"DIA X 6' . io iv BOLT 8 1"DIA X 6" �, v!�.!! p. �F �. I.1„ OF SLEEVE IN D FU 9i SLEEVE IN CONIC Iql T' 41 070 S F 1, 96 210 S F 15000 CLOSED AND FULLY CLOSED AND FULLY - m """" ----� OPEN POSITIONS(TYP) OPEN POSITIONS tTYP) N -- -- ALUM SIGNS SEE _ . •A , ' a DETAIL B 41.070 S F O ACCESSIBLE PARKING STALLS.RAMP 8 S'GNAGF_•SEE . r r r a. 83JAI 1 &CIVIL DWGS CURB (` c ---- CURB 1 F,h '.+1 r F \a,, V - rw/cawl 2�(i 1�9 175 S f 156 ,e �� t +� -- 2"x2`x 125"ALUM TUBE 41 070 S F • E!ENATION. : \N y ELEVATION.. ��t, PARIKING WITH D.M.V. " POST W TOP CAP C 21 H e _-- -- STL FRAMED GATE W: -� STL FRAMED GATE W v 16 2 LOADING SPACES CORRUGATED MTL �� - CORRUGATED MTL DISABLED PERMIT ONLY 12"DIA CONC FOOTING O i PANELS tt FRONT E" 2'- 6 PANELS Ih FRONT /t4' IO ATORS SUBJECT W SLOPED'UP TOTAL 173 210 S F 352 425 255 385 S F. 15 2'a FACE&'URNBUCKLES i- - - FACE A TURNBUCKLES v 1r� TO O ACCESSIBLE RAMP W'GUARDRAILS 8 HANDRAILS AS REO'D ^. 'at L I ( STL BOLLARD tTYP) �` - - STL BOLLARD(TYPI TOWING UNDER By CODE ----JOINI FILLER 41f'• _ OAS 811.620 AND FINE SITE PAVING OR URAUF I STRUCT TUBE.SEE 6X6 STL TUBE SEE 'UP TO$300 UNDER O EXISTING TREE TU REMAIN STRUCT , ,.. CODE PARKING REQUIRED(1 350 S F I 352 N y_ ORS 811.615 CODE ACCESSIBLE PARKING REQUIRED 12 ACCESSIBLE PARKING PROVIDED 13 O FLAGPOLE PROVIDE 6'CURB wr a-- PROVIDE 6"CURB to I I CODE REQUIRED CARPOOL PARKING 18 ( 0-- BACK 8 SIDES ♦. .•+ I ,,I I ,� O� BACK&SIDES v I f �'- ---- C/INC PANEL W' CONIC PANEL W I O BUILDING OR SITE✓.EYPOINT a a' TYP BALKGRU,!ND CULUH BLUE REVEALS w SIDES& REVEALS a SIUt S& �'� rvP S GN COI(SR WStITE I CODE REQUIRED BIKE_PARKING n 15 GAR) 23 8 L —_ 13ACK&W MITERED BACK 3 W MITERED BIKE PARKING PROVIDED 24 - CORNERS SEE 1 CORNERS SEE I I SITE PLAN LEGEND STRUCT STRICT � NOTE SEF DRAWING A2 1 FOR BIKE PARKING I QCATIONS ^ )1 Yi EDF r'A','I i VAN-ACCESSIP'_ U I PLAN PLAN • I 1 I ` • POLE MOUNTED LIGHT PIX%RE •SEE E..EC DWGc B1. LARGE' T( ISH ENCLOSURE B2. SMALL. TRASH ENCLOSURE ' B3. ACCESSIBLE PARKING STALL B3. ACCESSIBLE PARKING SIGNS �- CARPOOL SPACE MARK By PROV D NG S!GN W •:r A. I COMPACT SPACE •PANT COMPACT"ON PAVING - /fill ~ W 1 lr / SCALE 'd ; ' J N FRON'OF STA;_ SI;AIF g. _ , 1... I w - 1',nll.NUl. Illi 'i�_u+ i cc S.W. 69th AVENUE VA7 17 9 _ f�► _ - - - - -- -- --- - — _ -- - �- --- --------------` ----- - --- ----___-- _-__-_ - (�}� A. 1 ,',, . •i f BUILDING "A" P ---� " :j BUILDING "B" BUILDING "C" `i 1 I I F F E =27'3 uG (:P CP CONSUL'ANTS C P ? , 1 i� W I CP cr> 1 1 _ I KL eFA —•,h•-- ,, ; _#-- ---�---l.t .-_r..__ .,F--i I r•- -+----r-- -- -- a- ---_ - _ ---�-.'_T-r,r— - t-- '- *-•+-+- ♦ -i r- + - -- - � .- y--.F�f:-• r - � ..a... - EA .,►' I uj ; .t . f ., f t o• - p t• ! .. .,. { w--, t •i #• i. _ G - A_- i _p A _ - P t, - •� 'a � I uj cc 4. =r 1 '.1 S' 46 4. } .. r ;J , L_1 � C l � 1 n _. s a *+ -- --- — — .h- - r - is PACcS xt A'•P FA * u ( EA t *» • r - kt • : �� ,�� a �� a. _ r a a �. f ' Oc C I I' C C C C G C G C C C G '1� CL S.W. 70th AVENUE - -- - ,LBLRALS a PROJECT NAME D1. SITE PLAN �' o SCALF r" 4; U p /_ BF POS'S a v r o CONC RE'A KING WALL SEF STRUCT I - 'L. A42 I - n . Q 1 a _.. uj _ n - .'1 I _1111 1;172 RI III LI I _ 1 � 1 1 _ - . ' ' Er.268-Q F5 I�Fc 1 ) ( - •h.-' � i� . . I�j _.r�._- --.. �I I ii 2 • T t' El 267.0 EL 66.0 TYP EL 265 b" _1` „I -+_Lig +•. _ k - . ._.. i LL 1 � �l_ .� I :rr�`'�9�A2 E L Ica . . '7 WA"I 0 D + 0 D D � iI 0 IC r f . . ,• f C SHEET rlTl_E z 1 l ti h1 I I Uj 5 a 06 30 99 2'.0' 2.0 n 4TYP TYP I 2 0 2 0" TYP YP t 0 o6,1499 DATE. 06 1 1 uu 2K_c,' 31� �„ i 4; 30'•0" 25'0' VIEWED a ANGLE TYP U N O (' TVP U.N O VIEWED� ANGLE* � CHECK L 1, l DRAWNBY LHS 1 P1. NOwow RTH PROPERTY LINE ELEVATION Fie WE3T PROPERTY LINE ELEVATION F5. RETAINING WALL SECTION °� PRt)JEcr 9H`''° WAL : f•r?q SCALE f'r20tl4' SCALE 3A'- 1 0" A 1 . 1 t ! 8 S + b 12447 SW 69th Ave 12447 SW 69th Ave. t BUP1999.0027J.MEC1999.00368 ELC1999.00487 _OlHBARUIeIECTFWG dP 13 0l aM� 13 of 4031 f LEGIBILITY STRIP 0 2 3 4 S 6 7 8 9 10 I I 12 13 la le 17 IB 19 20 21 22 23 24 25 26 2- 2e 22 30 Om^. 5 :1. CDZ' ( 1 01 - �, 110N1 x IOZ ._.�,lll.l.11l.LLLL ,l IJ.1.�11.1,Ll ti �11�1111111a111w111t1tI11iJ.�Jt.l.l �!il!111t.�lll!IliIt��l.)I!I I IIIIlIllh IIIIIll(.I tL�l1� tl�l��iJ�JtltJ.t). Ii1tl �Itl.tlllt tliJtJ1 IltlJ lt1t1t1t1t1ilt,W �J,tLtIIJt�alalti.� oz n,.,.».,.. .,�n.`; .,. ,sy........nw.a+.:,.c..., r....,...,.»-w,.« _.,w,.,,:.,...•.•.M.. .K„..•_.,........_..,.........-,.n....>..�....r..m.rw..,..+a.,••,rm.",.,rv*•+» M+ �•w1 ,,,..,. *`wn....,�..,F..a.�W� Y'.r+� .wn.,n»r.., ly+' i`=1, , T GENERAL NOTES 1� � Cti 1304 art I. SEE SHEET AO 2 FOR WALL TYPES ""N A LEE I 2 SEE SITE PLAN FOR BUILDING FINISH FLOOR ELEVATION PORTLAND,OR I 1 Z 3 4 5 6 U n 3 MAINTAIN INTEGRITY OF 1 HR RATED CONSTRUCTION J� L7 .7 1 Q (WHERE INDICATED ON PLAN) N ALL PENETRATIONS W, C, r _ 240'-0" GYP BD WRAPS UL LISTED FIRE STOPPING MATERIALS OR OF O�V AS OTHERWISE HEQ'D C fig (i 30'0" 30,0: 18'-4„ _ :_. - - -----t--•_—.... _ ._.__.______ -- --_,r --- ----�-------- 214" 18'4" 3Cr rr 3h.U. 30'•0" TVP OF 8 PANE LS i TYP OF 4 PANELS 28'0" t T 0" TYP OF.t PANELS ?L8 20 8 _ __ 2�a"I �'•g" 11'•IU«_ 2. 2.2.: 6 W 1, 10., 8.0.• 3 tfl' h p' f'242'2" 8'-0" 3'.1Q" 8'0. 10 A'0' 2 >4 ' I I ` A TYP( `4 TYP(F` TVP B 2 TVP 11 I Q r B4 FVP ' I \A' SIM A? LOBBY TY P aEtS v \ , 100 v� 1 . y_ Las7 0 A n TYP , STAIR 06 al SIM - €+ -" •-- ,_, — -- < > ;!'l S.11'. A A - 1un 'fiand,OR 972o; ✓ TYP F3 !; �o?_:1.1121 A, At -- A I 6, ` J 3 1 vP CLOSET LOBBY O TENANT IE r 120 101 i TENANT I1 ~ 119 r 1 w, A 105 - i ` �- - B' B + - - A t At J O 1 A2 1 � H 1 � b FI - - - -- - G 1 a1 - F. F,) �,� !` �- - - KEY NOTES ' Al I C I /� �- -- - ` O I I' !.'^E POl.K;JPA'vAC,E STR P SEF f A:,e ' _ 1 L i K717 j t 'I Al i St a �1�,4F� L i + B1 +'e FIRE I STAIR K' 1 TELEV ELEV 7ANN TELE/ELEG O CANOPYABOVE l � 1 LOBBY 1 4- DR , tt 1 11569 1 EQUIP 103 104 �t f� STAIR 1 ,1vP T,F( 118 1 1 102 T TrF iti t t.l 1 "~y r2 <-A \�Atr At 1 f E -A7j 1 j TrP�- O GvP B5 3 FIN,SH ON TFNANT S r,E GF WA,-PEP TENANT � 1 . . 'r l j F F3 L <-ea /, , '`-_-_-----__ -----I , ` r � TYPE 'N GROUND MOUNTED H;C�C.E HACK FOR 1 8' ^-ES 'I 17i? CORRIDOR FUTURE B, r _ Q hI At SrG, I; 1 1. E5 S M, A. CORRIDOR HALLWAY j M �+ J•T C t �' uI i FUTURE 74 + - -+ F 4` + • + HALLWAY 10E T ... ----------- ---- - ----------------- O � r �_� __ _ _ _ 1 � PRF MANUF LOCKERS SEF '+'ELFti'S 1 1 I HALLWAY 1 1 ) 1 C 1 \ -- _ 112 --- — -- ` , At 1 I --�_ - F BENCH OF C. ' t 1 1 "' 'J` ' • O CONSULTANTS 3 TYP 6 f 1 1. ',I y (A ti ' C-1 0 �« T P 3 TYP C5 1 D A D A COMPL,ANT DRANK NG FOUNTA N TYP 3 I SHOWER MEN WOMEN SHOWER ' y' J: 111 110 109 10 '� i - O PPEFAB A�A COP,AF: ANT S-40WFR STAL- E) TAL- M � I W 1 - - --_- - O a..DG C; F PE SFP NKLEP ROOM TO BE -OCATFC OPP I 1148« `"f 4A ------------------------------------------------------------- «-- +---t Fv0OF8.i4ALONG GRD10 Z� i L D`:ice KF'+ PON "' 1 O S DEWALK SEE 5`F PLA i ? W TENANT/3 Q LOBBY• 3 TYP TENANT 02 116 107 w a Z C A I C t , I { s cc I A2 � 9 A2 i a Q ..SIM@4� NLOBBY 'o 1130 j F1 TYP !4 TYP V `- . A A , r O LEGEND C� Et I _ WALL.TYPE S'0.1d0- SEF S-IE l 1 A. F 1F •v! L9.P-I ., A• '--+ r----�' ------ - -► I HR RA'ED GO"+STRUC'UN ' 2B'•0, Ll*-- TVV OF!VAN(,s 0 'Ef, F,RE FX',NC,U'SHER CAS NFT PROJECT NAME TVP t t S.1 SLATE SEE SPECS 1 S•2 GRANITE •SEF SPECS .T I CERAMIC T lE SEE SPECS 1. FIRST FLOOR PLAN SCARF IN I /V C 1 CARCET IIOBSv ARCH TECTURAL SIA,R, SEF. SPECS Z [� SD COUNTER MTD SOAP D SP SEE SPECS . J TPI TOILET PAPER DISPFNSERS-SEE SPECS a TP 2 TP 3 TP 4 O GB I GRAB BARS SEE SPECS O GB-2 J ; 24 r a 82 B3 ABOVE PTD PAPER TOWEL DISP U. SIM 63 f 5 '11� �1 1.7..,1. _ i�' } ,, /' } N * a* 1� it* 1 i� r A. - 1 ` b � � h r�. J 7'. - � ,�' ', BI •,t , Bt ,^ -_.B �,. r :,r +, ..+' 131�.I _y. }_.(yt � f SCD SFATCOVERDISP CIO at B1 cc 5-2 ELEV E, I F' 'i Et sp `At I AI + At �F� '$11 GA.__ �� ` UL Al � i � - sq � ( ITYP 8 A S ' C ' P P TP I ;�4 1 �TP 1 TP F5 H 8.2 ti 85 _ B4 " . I ABS 84F4 0 i b B C , OPP B3 CI B3 SHC?WEFI .• I //. MEN WOMEN 'SHOWER E _ ABOVE / ABOVV[ `' 111', Y - - CT 1 / H EI' 110 109 5?; o ' T 1 108 SHEET TITLE f / . Al ' _. E1 EI _ — � *ABOVE `--•' ' SIM TYP 6 TYP 5 Et Et I L_ J TVP L--- h J ,A 06 24 99 I DATE 06 1' 99 1 CHECK LRS I F2. ENLARGED ELEVATOR PLAN F3. ENLARGED RESTROOM PLAN LDRAWN BY LRS SCALE 1/4"e V-0" N SCALE: 1/4'=I'0" N _ PHOJECT 98010 ti A2 . 1 T • R _ 12447 8W 69th Ave. 12447 SW 69th Avn X.k } 4 S BUp1994 Of 232, C1969 00366 14 of 1999'07 -Q LRS ARCHITECTS INC 99 CM LEGIBILITY STRIP 00 2 3 4 5 6 7 B 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3C �t CDSI 1 I Of 9 V NOMI aO 0a _]1W1ldi'l11.�1llll.t�1 dll1bIIIL1dull.1.11d11111.1LIddillIIJIIIi�IILI_IIIIIII T iIIII11! 111111111IIIIIIIIIIIII(IIIIITIIIIIIIII IIIIII1II1I.111tIIII(�IIIIIIIi IIIIIIIIILIIIIIIIIII,jIIIIIIII IIIIII.I.Lulul�l.thid'ditILI 1Ii.l,1.l�I�III 02 ... ueW .w .e. «.,«awa+r.vw.w.:Y.q*wi:rrt. .+*«+r-•+°r�rt^gri+.ern+y!I+nwT""r.,.mA!1�e-«+r.....rn,-.r,•+rP•Myrn:�+n-:mn.».r.r.^r...M,,,..-v,,�,rm...h,.v.mw.m. a,-,.,:,:u,w-,ram,awimn.•.+wrw:n.,M�xnn..e+mrrv�n+ e:w++e+n,w-.rnr..:.u..«,rwrwv.�...,...—An!.w!mw.,.M.:rtim.y.,:« ..m....... _.. .... ..- .... .. _,_,:.,, . ., - - - ... .. ., t..�nr•,m+!,m ,..,er.•:.a..,.., ,,..«._....»+.a+ . .. , ,. ... „ :.rte. 1 Y' f� GENERAL NOTES ,3D4 1 SEE SHEET AO 2 FOR WALL TYPES VEN A4LI � { 2 SEE SITE PLAN FOR BUILDING FINISH FLOOR ELEVATION PORTLAND, p 3 MAINTAIN INTEGRITY OF 1-HR RATED CONSTRUCTION J� 7 8 9 10 WHERE INDICATED ON PLAN)?0 ALL PENETRATIONS W, 9 GYP BD WRAPS U.L LISTED FIRESTOPPING MATERIALS OR �OF O�V j - ?40 0" AS OTHERWISE REO'D �- ' 30'-0" 30 U' 30 0" 18 4 2.1 4 'A 4 30'0' — — -- - , - —.,- -- ---r- -- -- -- — - - - — - • - -- - ----- -- -- -- r - - - _ - - - -.._ _f. _.. - _ --- *. - - - 300 3U0 - ----- - k )E TYP OF 4 PANELS 1 17'-U" IT p' �- TYP OE 2 PANELS .' ,' i If; ,, 1 'I1 1, 1, "? ii 0 10, 01 2'2 1 0 D *r O' r" C EL♦%10 7 84T0D 33 E2A iYP 4 F5 tVP �H4_ EL i'f0 T 7B4TSPC�� , -- 1 ' TvP H5 TYP LF.i 0 5 - --- , i i �_ I -. •. _-_._- _--_-- _-_- _ _ _-_-- - _ /:a ; _� , i 6, A SIM rE_� I , 1 _ _ _ n lr�; 4_.. _ 0 (41 X42 I I',rrL!)rd.rlk'/,Fax ht I 1 (OPEN TO BELOW, t 3 TvP B 3 LOBBY A /� TENANT 4'4 201 L � � TENANT It I 217 ; A A2 205 LES t71r13� F2 ?O A � f ,- -- --- ---�---- - - A,),, p B T- E, l3 )T�P `\. --- --- - - KEY NOTES + - --- I O SKr_,GHT Ad0'.E _ e 1 + 1 MECH STAIR I a STA ;a NECK C,1 Q 2 AlI . g t I I Al t' A! I A, E1 {E�1 E+ 8 + 1 r• �J + . ._ ... I OCA%0PY BELOW Bt �J LOBBY �' /,� .; ELEV JAN LEG TELE , ; ..�UP 210 E n 202 211 1 204 p1 E' t ,a- 1 _ T Pi A'i't 1 1• -� DI ?3 FUTURE IA 1 , A4 Z O G-(PBD 6 F!N'SHON TENANT S,DE OF WAL_PER TE'+a')T A3 3 II A r , `�._.. i a MPROVEMENT Fta-.......-... -----sE-----'� � ® - �♦�_ '`----r -------------------� 1` FUT1IREPARTTION 2 Ea 'A A3 2 FUTURE v " CI I Al s4 \_ 1 HALLWAY __ A"_ 6 '__'U'• 3 '1"' . a O ROOF DRAIN B OVEP.F:.OVi 7RA,N {�, $.1.0 FUTURE I Al ...� ---- ----- f -- ------------- HALLWAY �... - __ - a -r'- -HALL AY 209 ' A D A CO`APL A"v'OR%K 1.0 FOuNTkN f? CONSULTANTS B3 � r + MEN WOMEN Its ' 208 207 t � W + a -------------------------------------------- ------ - z i T P �� LU TENAN 211 TENAN1206 a < cl. t O (L ( Id TYP V i LEGEND Ali 82 A41 WA TAPE S"MBJi SEE �f E'a t;�RYJa.. t' I'F: :' 9' 8 '1` HR RA'EDCONS'RLC•ON PROJECT NAME F PE Fx' NGL SEER C48 1E' 1 0)OF 2 PANES SATE SEE SPECS S 2 GRAN,TE SFE SPECS Dm D1. SECOND FLOOR PLAN OT.i `EPA,'`TLE SEF 5PE'CS SCALE 1'A - 1'0 N C 1 CARPET .088y ARCH TFCTUHA.STAR iLE SPECS 5 -AL)-412 [_) J © A2 7D COUNTER MTD SOAP D'SP SEE SPECS A A ♦ - - TP 1 TOILET PAPEP[`,SPENSFRS SFE SPECS TP 2 3 4 1'-7.' 4 ,1 TP 3 O TP 4 O iC. a i©'.8- C 1 I / G88 GRAB HARS SFE SPECS J ri. 7 r� --------— ----- � —_ �^--- -- --- - --- - ---- - - - -- - ---� PTU PAPER TOWEL LISP Q I II TIL ' V 1- .f + ,• l r . 1 5 5.. h H q q ., �� q - fi _.i ` U" ' r r r Bt —t - F 81 ✓B1.1' f SCD SEAT COVER 01SP ~ -Y q�3 CRICKET WITH TAPFRFD'NSULAT'O^J MIN Si Otl t 4 Ell 1 B, - -- - - -- - - 0 Al , A t I A11- FI 1- W G t ; F 1 N E 1 SP! $011willilimilli y-.. _ tib f t i 5FI 1 F 1 1 t 11 1 Tp 4 ^I - of 0•2 ru� 5 6 �1 AF3 � ' P G9 j84 v a , EN WOMEN CT•t J 10 109 CT 1 a _...- �; -1 •� A Sit a 9 A,�i D :"� �\ SHEET TITLE ini rim, Vill"l, iI I E1 L_ 1 1 TYP (} I - C•1 I 1 I l� 06 24 99 a DN `1 DATE O6 11 99 F4 I CHECK ERS F2. ENLARGED STAIR #3 PLAN F3. ENLARGED RESTROOM PLAN I DRAWN BY I RS SCALE 114' -1'-0" • SCALE. 114"=1'0" PROJECT 980'0 r A2s2 F 12447 SW 69th Ave. 12447 SW 69th Ave ! 2 4 5 SUP I999.00233,MEC1929.00380 ELC1999.00487 _C LRS ARCHITECTS INC 9H 1!I of 111 3R 15 of 1839 LEGIB1Ll Y STRIP 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 le 19 20 21 22 23 24 25 26 27 2e 29 3C CDB11 I I 01 qq 4 •9 { HONI Moe i.l!1111a11LLW1llall.Elll.ll>Il�II1�1i.1).'LLli.1�i11��LIIL�111.I�LlIIILIItIIIIIIIIIIIIllI1IIIIIIII�IIIIIIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIII� IIIIIIIIII! 1IIIIIIIIIIIIIIIILII�EIIIIIIIIIIIII-IIID �III�I O0 r - ROOF PLANe� v �� GENERAL NOTES 13C4 I TOP OF PAHAF E T;S 32'6'•U N O � VEN A LEE I 7 TOP OF PANEL IS 30 4"U N O PORTLAND. 1 0 3 ALL ELEVATIONS AHF TO TOP OF METAL DECK U NO U>,- 4 Ar L SLOPES ARE A MINIMUM 1 4 1'0 `9)`OF 3 S SEE F4 A4 1 FOH T IP'r.A, ROOF PIPE PENETRATION DETAIL — r•. • y� 1 I I ^ I I a i EL Ah d I u{'AHAPF T T O PARAl 1 F, 33 1 I FI. 33 1 O PANEI I ' < PA It !!! �"TVP TOP ^ r I t C` c 4~ 1 TVP ,� BASE rYP II 1' 1 '.. �'" EL 28 '► SLOPE I ' ; T O RIGIDA SLOPE "I OPF �l UPF '- � .• �- SLOPE yl, SLOPE y fl ?' 4 _ IUIf TYP1 �l N- .- -- E� 29 r. , .,,,.,1 fll� l_!r; ., V. ca B3 (1 7 41 Ar 1 P-. 'r §jO F SLOPE I '' j 1., A� T I ;{1 N 'U NJAlf /C4 i ' 1 1 �I { i I r i ROOF PLAN KEY NOTES 4'� Tll)f1]ii� 1 , ; - 7t -- Tii TrP 1, 1 A c ,. .'F ANL') ,, 'rt-Ir.r I• .. 1. I. I., 9 _ , R I I O E F cy.,v ,r r I _ , I Ili SFr I 1. /• F � UGr I••.+ ,, , a i '�A -�F •t ' 1 Sr_RFF•.E F) � I � I 1 I � 10 - � I I � J FLfE '�I �. ,. •c.:.oc _ F� :.G+.� .'1' I I I - , ___.... - ._._ _.___ —__..______ ._�—__ _ —_ __ .._ _. _.... _� ___.______.___.. , ' HOOF A';CEJ:� aT '•� b.._'(i5 •. ? • 1 - CONSUI TA14TS / r+OOF ACCESS HA7''.,1 8.:`f, 5 Dl,;. ' + AOCF DRA'N S U`:ERFLOV�>iCLPPFR O _ TRAFF C PA,-,S SIJHC0%TRAC.TOW T'-)vFN F r- NA.. O ' NOP• BE-OW SEE :i•�EFT A..': uj ' al 01 I O ,"' ;-ACE 1,P SEE gT{1U;,T cN _ o i cc t rYP it I I 0 1 EL 28'U FL - r EL 28'0.. F: cr 2i 0 FI SLOPE 1 SLOPE SIOPF 41 1YP r atCPF r ' o F , �/ F i MOPE L'r'F , EL T O PANE I. \/ \ F,,1• F L 3 3 T CI;FX AWFr ROOF PLAN LEGEND i PROJECT NAME 3 D1. ROOF PLAN i } ;( AII , N _ , N Or z Q . a LL O O ccs i i t E SHEET TITLE F DA F F _ ori 11 94 CHECK Rti DRAWN HY I HS e _ PHc)JFCT UHII'r i I e A2 . 3 � j S 12447 SW 69th Ave 12447 SW 69th Ave 3 4 s BUP1999-00233.MEC1999-00386 ELC1999-CO487 �■ 16 of r 39 16 of 'I 41.R;ARCF',TE('Tti IW, 9q LEGIBILITY STRIP O 3 d 5 a 7 B 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 25 28 27 28 29 30 `9 Q Q 4 Q g I 7 I I I I 01 11 I I I IT b N3NI • OL CD z I{l.tlll,11�1111a.1.�1�ia11-Ltl�11.1.1 Li L�,1111I�l1)1l.Llt L�1.!lLLI-L1 LI I I I I I I I�I I I I 11111 111111�11!I I I I I I I I I I I I I I I I I I I I!I I I I I I I I I I I I I I I I I�I i I I I I I I I i I I I I I I�I I I i I I I I I 1 I I I I I I I I i I I I I I I I I I I I I I Jill I I I I 111 .111 LLl11l 11.1 X1111.1 111 c l l I,11 I I I I IJ 1111 I�oz .,M�r•4M`MM•,.•.�•••.• •.:,,..w xe_.r•.:nWn?"MM�MM7MMFIMIA'..M,6RKf!MtV,Yh.•^�Wnr.+MK.•.•M?WH Ir�,�w •oin.i nh :-, ,..�-...,.,. .... -..Bannm.sy.�,...ein�w.i,swwr.•...MnN�MIM�w�rw�lrtnMrwt'p�M,.!1�9N,1*IN4NlMw+,m:T+..n+MnM"'+iMt.,.anror«,v.rv+wwe:,nm•.w..yu..�.....,,a.n�rTn.Ir'M�!'„. i .. i !F na w,w ..nrww . .-.,..,., .. .... _ .- .....•. .,... .. ..� .. .. .. � ..«*C!M'�X4/+1TiR"1!.nuR+"T�.►!�wp.Y^H^mn+^i�w..n rr�i. Mlr,w!w i i t B? II IT DAND POSTS ----- o ryp 1304 T VEN A LEE i----- - ------- -- ^ i al I PORTUNU, _ I OF 000 __. - - ► O 1 11.12' DLAM STEEL POSTS — 1.1/2"0 STEEL PIPE RAILING I u ------------- 1-1/2"----- -- ---- f �'- - —- I I I Y DI v STL PIPE RAIL S \ -- i -�--- 1 12 DIAM RAIL SUPPORT TYP • - t-- ------- I lI/ I%POSTS I TYPI - CONCRETE TREAD ST( CHANNEL STRINGER I � VFHIFv SIZE IMC1ex1Uh � _ ' - SHOWNI PIPE SLEEVE i t-lit DIAM STEFt_PIPE I VERIFY SIZE -- -'------ I '—`� _ - CONCRETE FILLED --- x RAILS a 7 a t t o I i 1 METAL PAN TREADS MAx W ` O PLUG WELD T'!P y - •r ',1' r. � PARTIAL PENETRATION '� WELD w � V LASED EUGF. 1 t � I' SI, l)iI1Hf STI ( IAN"It AN :'� Tt f _- SLIPPCI4• :f H 1 , PREFABRICATED O .... �CHx'N ' -,1•(1,7' '.1( t ' � ABPAS,VE CASSAFT I I t NOSINGC I�� TOP OI r JNA. P,ACF TvP t•GA STEEL TOF LFx., I / ,I Aa - A- S 12 NO ME TA.PLArECLOSURE -------- STEFI TOEp�ATI- -------; o � -- \ � 'xANGLC Rr 1r --- ----- 12 UA ME - I :k,1'H 'ITS SMOOTH 121 N II STEEL TOE PLATE / W STI / WELD TOL :° C(INC 0% A 'I PAP'. -i- - -. a GONCRE-F SLAH �n.lr lu„ _.—__ _ { ,_.�, y TPI 4 % P -I I, 1'•n11J/ul. LIN ' _ „ 1f/ i(I•'--'111 ' 1•1F TA. ;rR NC.EH..,8p i^JC 'Al At SUPPOW III FI {•; I.7(;HAI STL CHANNEL,-AND;NG SUPPORr VFR FY SIZE RED D,CSX 1R'5SHOWN !E^A FPr'.PI PEN 9,PI;'_I B1. GUARDRAIL ELEV @ TOP LANDING B2. GUARDRAIL SECT @ TOP LANDING 63. STRINGER @ INTERMED LANDING B4. STRINGER @ FIRST FLOOR B5. STAIR SECTION SCALE 1 17' -1 0' SCALE , . -, @ LANDING ALE 3 _' Q' ALE 1 1'2"-1 0 I B � - ' I I Mf 'A, U WAIL ---- MF'AL S'L,[)WAt L oor dor {A'. 1 I'? STEEL 1 12 STEEL 1 1'2 STEE; PIPE HANDRAIL PIPE PIPE WANUR41. 11. 'jr;l H NANDRA'4 / f P, - \ I STEEL SLEEVE - — J I,-w', ' i t,u F r `, --- STFEL BRACKET -— - F N CCRRUGA'E DM'L METAL BRACKE' ) ---._- `r n, • r H 'L. '•UN' SCPFFN CONSULTANTS STU':S T ., T. O C ,L SET ., SI.L)PF 4F .4,,•1 �,:. BRACE ''P a5 _. �•')N(;SLAB ON IJPA�'f � 1 W 1 1 1 ' I ,.� ------ STEF. P-ATE 1 ' STEEL PLATE* W STFEL BACKING ' PLATE. ' W ELEVATION SECTION - - - -- --- ---- - - ------- -- ---- - -- - - Cl. HANDRAIL END C2. HANDRAIL BRACKET ix O ` � C3 WALL BELOW STRINGER Si,nl E 3 .1 .q,. ICALE 1 1 : -1 I, A .! O SCAt F 3 - 0" ) c u I �, i .,k - It r V SEE SHEET Art 2 FOR WAI-L TYPFS C3 CI / - ITvP (A2 � TvP L 4 T`F' _ �i TvP G2 TvP �G,1 C3, ,l _ _ a CB?) B2 a �� A2 SCHEDULED CFIL NG {p STAIH 01 I ! ME ♦ • .r,r :{ - -._ _._ ..._. -..--- + Imo— , � � MEC STAIR e ' AI I r r, +. . •_ FIRE SPRINKLER _ LANDING -- IPEA,.,. EA A'.I1'.t. RISER t . 5 5 TVP i .2 TENANT MECH ABOVE SPACE I PROJECT NAME -•r--•-- `- TENANT N A N 1 A a:, s 'ii'ra' I > SPACE r � ON - AREA OF RESCUE ON ♦ -- - - .. \ +rV� r ASSISTANCE � LIP _ a f I I FIRE SPR KLER \ • +/ • 5 RISER • .. o 1 - —r - A OF FSCUE v IAi \(j j i I ( B1 C1 C1 I Ct Ct j 9't / ASS STA1r ��//�� At 1 ✓ / V/ B C � I(CI C21 �L�, � 1 At �I C1 • I G1 / Ic A a Q a W , 0 ca a I \ �/� F 1 , 1 1 V/ z W O i El . STAIR #1 PLAN @SECOND FLOOR E2. STAIR #2 PLAN @SECOND FLOOR SCALE 14 1'0 SCM F I a 1 U I K T - - - - - - - - - - - Q W A`'' A2 1 7 77-oo - - '�- - - - - I W UP 0— i--•--�--- ---- I_A .D,'.G x~-1EtAUS�r ft 1 Fn _ 1 i _ ^ ` SHEET TITLE FIRE SPRINKLER __ - RISFR E UP - -- - -- - - �' B2 ' _4k) F4 STAIR•T SEE SHEET AO 2 FOR ---- - I • I R Lu ' % \ �` WALL TYPES i7vpl STAIR SIM i I / FIRE SPHiNKLER 1 t ,4 r1 IZ ATT a , y CARPET IC 21 RISER L / L -_-- SEE SPECS }tW0` , �-CARPET IC 21 r TENANT I ' ' SLE SH ET AO? TENwNi SEE SPECS , 1 �!- SPACE F OR WALL TYPES \ / SPAC. 1 AI FE (-c!)`7I CI B2 , f Vii; C11 _ AI I , r" , - { YPl yy o C - — - --- --- - - -_� , "'Ir) L- - Al LDATE At - CI I I I w \, &A A, I a j CHECK LHS a I�--_ w X84 DRAWN 8v LRS m -r I At r�' - y 9. � , 71. 5 4., m -mac- c--- A, I �' �� \\ PROJECT 98010 �� 1ST FLOOR_ _ .'f r;:;.•;:;:::::N• i 'rr:::;.;:r::.r.r::::.::;.; •.r-, .::.:.::r.:.:.• F1. STAIR #1 PLAN @FIRST FLOOR F2. STAIR #2 PLAN @ FIRST FLOOR F4. STAIR SECTION A2 . 4 SCALE 114'= t 0' .� .� SCALE va'=t'U Sr�At F 2 1 o SECTION SHOWN'FIRU STAIR#7 12447 SW 69th Ave ' ? 3 4 6 RUP1999 00233,NI[C1999-00388 12ELCS 99 00467 a _C LRS ARCHITECT9ING 99 „dd�►►- .__.-_..__....._......., ....w.r.,....._ 17 of ■ 3� 17 of • 39 LEG1Bi[.iT't STRIP ri 7 e 9 0 12 13 14 16 17 Ie 19 20 21 22 2d 24 25 26 27 2P a C DOI a t3 S llJ�1.11t�i11 ; ;.�.,l.�111�11111J; i��111.11111.�I,111111.�JILII_Ill [IalLlll�11.111111111.11_tllllll�llllllll�llllll1111T1III lIIIIIII1111j.1�llI1IJ.lILII1L,ILILii]IILLIILIIIIILIIJJLIItlll_IllllllJ-Ililll��ll�Jlll.hlallll„Llltjl ; °Oz rl . _ --yixs..nr-..,, .,, -,....,,,..,,,,...ng.M,p.. .J.�'M4Tm.vw,w++S i,iwFlsn<�+!.ry�l..._ rlMwir•hiMllWkVlw”!�bM1rMlawwnmu*'!',Mw.N:<+rwlr+�kwRMwfiM+�Fm«rv.mMr^H.qn.r.wr••,,,.yn+wo.Mrv"�wx'n.nwn��py�,ryphranr.�r°MkR}.'p,�A'S`•rn:1k^°A.xiS'rt.M•.•,'�..fn,MMNIp+.1/,Tl^Iww+MMW,M .Mwn!4...wwe.m. r .. .; . 'wte.M.m.pt7'rc%Mt9' _ .. wr,n.!Ns•MAwt••„a•.„.,,.. s..,i:.!+!.liirwpr`/+^*.MPN!P`MW+x:wsr..,'M^'n+,emsar... ;rw+n.nw.w n• . . r .+..._. .. r.. ar+.2••..,..,,. «,.i, .,.••... ..-.. ...-.. tl l 'r I B A A L 3 Tvp VEN A LEE GENERAL ELEVATION NOTES J C D PORTLAND, 6 1 A A3- A..WINDOWS ARE TAPE 5 U N O SEE SHEET AS t FOR OF • A�� — asi 71�r j7 T O PARAPET -- - �_ ---.-.--� E�EV'15 WINDOW U,MENSONS ' ----' - T O PARAPET 2 SEE WALL$ECPON$FOR AL:W NGOW DETA.LOCATIONS r r'r32" UNO SEE SHEET A8 1 FOR ALL DOORS FRAMES 8 GLAZ�NG r TYPES U N 0 f Av Ll [7 A ELEVATION O KEY NOTES O " ",�•N . 'T ! r ' ` SEE PLatiS r:A14$EC' ,., e '+~L� O 'AEC�I SCREEN�rA.-. B1. NORTH ELEVATION g3. SOUTH ELEVATION i�i ALLY FRAME A wb�o: e, •,s�I GLA.Z ' I r v 3::A..E +E O :Sr-F Y'LPE i I ELEVATIONS LEGEND? � C F _ TSP �, ?tiP i. - .•r G - P.4 PA'4T SEE SGE_S PANT SEE SPECS CONSULTANTS P Fa`�' SEE SPE:'S o — I ' cc ui ji S.M 1 +--�► c _ r Lu 1.—----- — -� ----- ' , �-- ---J — —.--"-'- I CC Ar CL O � i V D1 . 70TH STREET ELEVATIONS j A.F . u cc { PEE`_.. r Trp c. r+p BG •��PAPAFE ' T^FA APET Ao- cn TyP ! I z 3 --- — _- ,— rvP LTr > Lr- uj W ccr W P•1 W t, SHEET TITLE E E1 . 69TH STREET ELEVATIONS C, A-E 19 I I I 1 _ 06 24 99 L DATE 051199 I CHECK i pS I DRAWNP.Y IPF) PROJECT 4RO't' r A301 12"7 SVV 69th Ave r - ' 2 9 4 5 8UP199900233MEC1999-00388 �ZELCI999.00487447 SW 69th e �0LMARCRITECT6W 99 18 of •�j9 18 of • 39 LEGIBILITY STRIP _ 2 3 d 5 E e 9 6 2 )3 a 5 a o - - - __ G" < G 2 — 2 ti C_ I o Ioz - � �I I'I I'1 e c y e I wall .�ioz ..,+n•.rwh NAA._._.....-.„..,,,}, f,.'4L�'{�,jyl•M✓•M,M+ I .M•MW I I ,. I tJLWLIJ1llaJt�ll � �1� l�i�lalallil �, altl;� lti �tUllth�Ltll ! Lill., �,�_.. . .. ,. ,.. ... rny.*-a:,.w..,r.,,,.,.w.nn ,«..-., n..=_..r+hn'M,+«nM!M�.`•euA"`.+F..x.y.nna w..ti.,, ,...,.vrwgrc¢.w.aMR4k1»*eXY"�M�+!•�'vati1+'i?UIY=...-.ri.+ni.:k!MYM^}Il'*wM;,vw.n.aw.v r.,. ...q+n. nn,ip^m•b,:.A.n.l.«4p.1'.nx.., ... .-. .. .. nn. -. r.. „,«'++tiSmn�Nnn.n�es-mnra.p.rv••w, nnrr« .....n.•:.e++.r..nrat ..:w+..,em+r--.wn,.., .w •r*«cru.• J r � \.� 1304 ,fir � VEN A. LEE O MECH SCR PORTLAND,0 ---- — — - _-_- FL�V 4D`b' cl -- Q rYP F ,� C l` OPP((/Fa \� _ MECH OF SSM 1x1T,�. - - - - - -\\ - - - - - - - - - - - 'T-' +, UNIT TVP �� _. ��R�,�T� -__-- _ _ _ 1 1 - - t vP F5 *` I --_ - 4T O PARAPET t "ID FLOOR tp P' I , 1 I 1 STAIR MECH , TENANT84 LOBBY 1 ELEV �JA.N ELEC TELE TENANT 01 I TENANT 04 MECH TENANT,/3 ' 1 j 1 91 I , 212 210 1 , 202 203 204 205 , 212 SHAFT 211 ' I 1 1 ---- , ' - -------------TT--- a ----� -- -- - —_ --- • ! T13'Ti' A 1 !• FIRE ' 1 TENANT84 LOBBY 1 kLEV JAN TELEJELEC SPR ' / 1 119 115 1 EpUIP 103 104 ' , TENANT/4 TENANT s3 , p lie ' ' / 1 1 , 102 1 , 119 116 1 1 p , . e ------_— --- -- --- - _ - _ ___ �.. _�.--- ---- - -- - - -- - - - - - - - R_ �Iur/ IINI - 1 , 'FLOOR _ _ _ _ _ _ _ _--- _ I 1'.117 Ilyd 7�h '�/PIIS I'd illi.__/ ll_I 1 1 I 1 �_ — � 1.11 111.:.1.2llJi 1 B1 . LONGITUDINAL BUILDING SECTION B4. TRANSVERSE BUILDING SECTION ',CAI U 1 H = 1 0 1q �. SEE D5/A32 FOR TYPICAL NOTES /1 i SEE D5/A3 2 FOR TYPICAL NOTES SEE D5/A3 2 FOR TYPICAL NOTES _ 85 e - _ -, TO PANEL TvP t i ♦ _ AT D CK3TRPO,NSU:ON 1 / STL TUBE BRACE SEE STRUCT u. ryp `S 1 _ - - -1 CONSULTANTS W I kk T r �� ; - - - - I- 0.L LT1"GAAIE` ' r. .. . ` - 1 ._ I ELEV VARIE$ -- --- _ -- SEF ROOF SEE ROOF P.A'q 6i PLAN a, 1 I n + - I+f .r '• , ~' MTL DECK AND FRAMING W TvP. SEE STRUCT L z W --FRK NSUL PANNED VII, _. BRACE AS REO'D - I -_ MPA-NO PNS�i'24'0 C � T•F W TO W,NDOW I Q 1 a _OPENING- - C`)1 O TO PANEL +.. (. , dei C •. a _ • _ OPEN'NG O [� i �`I r• U 318"CEMENT PLASTER ON > EXT GYP BD SHTG ON t; MTL STUDS W ti I t > i I 5/8 GYP BD PER TENANT i I I IMPROVEMENT(TYPI S y I i R-I t INSUL ON 3 5/6 MTL PROJECT NAME at . STUDSITYP Bt I _ F� ol^ - TOYPC SEE BSRUCT DECK 20 GA SHT METAL 1 BO-OPENING - _.� _ -•- 2ND FLOOR MTL DECKING WD ONOFING 2ND FLOOR -� + _�_ n - al - T O OPENING _ z -3'.0,. I n D f 1 E 1 C2 E2 ", C1 a w> o - I ; r --- STL BEAM 'YPI SEE I '•, ., ' CIO i3 Q 1± zl E3 I STRUCT 3 E,'A6 1 FOR e 2 �- - - F 1 FIRE PROrECTION _, _ .• > aI -I-_ : '' - BRACE AS REO'D Z I ' o 1 1 1 , r, ^ 3'8 CEMENT PLASTER ON I E XT GYP BD SHTG ON 6 ti - /,V - -^+ MTl STUDS OPEN WEB STL JOISTS L) • -T------ - �1 e 1 I ' `c ' 1 ! ' , ! , 1 , ' RT'A AI �' `' '' ' SEE STRUCT 1 1 1 e 1 1 -- 1 — e 1 I W 1 _ 4 I O OPENING 1 -- , 1 1 T O OPEN"r, • . . . . 4 IT cn 1 � II TVP !� SIM@12- SUSPENDED CEILING ryp F* Typ DB2 -- SUSPENDED ACOUSTICAL �- STL TUBE ITYP)•SEE SEE REFLECTED CEIt ING A7. CFL'NG PER TENANT Q F B 0.REVEAL HE GHt NS OR TvPE b I MPR,IVEMENt(TYP) STRUCT i R 0 RFVEAI —. 3.8 CEMENT PLASTER ON I Q I EXT GYP BD SH TG ON 6 'J i ' MTL STUDS(TYPI I - Q FJ � I DOOR b FRAME SEF. T TvP �2 B 0 REVEAL DOOR SCHEDUI E H RI V1.+I - �� b CONC COLUMN SEE ryp 2 IHRU WALL DOWNSPOUT o b F a STRUCT _ I THRU WALL OVERFLOW a DOWNSPOUT W.NOZZLE I - E - • I SHEET TITLE . TO DAYLIGHT BA PEVEAL � I B C� NT�'! Al I H U OPEN'NG ' -•� e- j E PROVIDE 3/4' RECESS IN CONC SLAB to ENTRY FOR I ' WALK OFF MAT ;r I ,, ,•J I �" 7 1,q - ---- 1'4 12 SLOPE^uONC I _ S SLAB SEE CIVIL y 1,4 *- 4 qll �- ru GRIDS I x In I I, , Ir GRuu 1 K ' STT UCNC 1�T NG SEE CONC SLAB ON GRADE• I 01 j { -- - SEE STRUCT _ - ' 1ST FLOOR - + ' T O SLAB yFIN FLOURI• _ ELEV 0-g 1 ST LO _.. _ TO SLAB/FIN FLUORi ' 1 151 FLOOR T O SLAB t ST FL�QR_ _ _- T O SLAB i _ _ _ _ _- __-- _ �- 0624.99 v ELIFv .-.. r ._ ._ "EL�3�z - L $ CEV�� Ir N rLnM 06,1199 I DATE .�!?i'Stit:rti:�:... .t):i3.:?:?:.5?t:.;1�:.:S't�:',f�'�tT:'"::,:?:'.•S�l". ..., 1 1 " " • CONC SLAB ON I CHECK LRS FIN,SH GRADE GRADE(TYP) SEE F1 F2l -- (z SIM t STRUCT DRAWN BY LRS _ CONI P T 2k8 -- GRAVEL b PERF FOUNDATION DRAIN ggl,•rI _ PROJF(,T CONC FOOTING SEE STRUCT + I . A31, 2 1 F2. WALL SECTION F3. WALL SECTION R. WALL SECTION F5. WALL SECTION @ WINDOWS 3c:ALE. tr^'.1'-0" SCALE 1l2"=I'01' ' $ 1 r2 1'0' SCALE, 1'Y=1'•a' 12447 SW 69th Ave F a = S 4 ES BUP1999-00233 MEC1999-00388 12447 SW 69th Ave G LRS ARCHITECTS 1NC 99 _ ® 19 of 1039 19 ofEL.C199 397 L�' LEGIBILITY STRIP O 1 2 3 4 5 6 e 9 In z a r n 1.9 14 20 21 22 23 24 25 2c CD8 I I OISOulo.z ��!{1t J��1J!il 1�l lllil�hlal�, {1�Jal.ali.{.l{1�1<1.t .11,111 I�III{fIIIIIILIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIiI�Ia !1{JLllI.ILIL{I�IIIiIIIIIIIIIIIIIII{IIII i1.1IILILILIVIIIIII. SII! .. ....... ....., ..., ... .._.... ... _. -,.r'+rPr.+t•M^ . -a 1 ,. .yw.., rn.r_M1,wrHkRwM AWMuM.M•Ra+.'. »..,•.«..rbaRMwrtPtll r.k ., .. ..r.,n.,, o 4..•w n-, .. .. .,..wwuw:..w.r-•.a..r.,.r«.,<....v n.r...........yl v :.u•, ... .. .: *,VRl.yn` -. -, a .-... .... .. . ., ».al.- ..:. .: . ' �I, I I 1 2 3 4 5 6 . 7 AB C Lj 1304 VENA LEE PORTLAND, F5 . . . TVP� TVP VWV f 3 TvP �3 Jq� �4 F2 - - - - - - - -- - - - - - - - _ _ � PARAPET V 1 i - - - -' - - - - - - - - - - - - - - - - - - - - - - - '' �- 1 ' 1 EV3 '3'•'----� -OF--- TYP 1 1 1 1 1 ----- - - _ - - - ' r ' ' T U DECK ��11yy,1 VA14- 'gC ROOF PE AN 1 x 1 I 1 I TENANT 94 , TENANT n ' 1 LOBBY '+ LOBBY TENANT#2 ' 1 1 1 , 212 i , 205 1 ' 1 201 201 I I 2716 1 1' , 16 I 1 � 1 KIEV t3'b 'S'' 1 1 1 1 TENANT 04 ' LOBBY 1 TENANT81 LOBBY ' 1 LOBBY I LOBBY LOBBY LOBBY' 1 ' 119 ' 101 1 105 , 100 ' 1 101 115 ' 1 lU p 113, 112/ \'11'.,i rlrrulr. 1 ' - - - --- -- - 1 -- ------- - r ' 1 --- -- - - ---- - P 11111 1 A. i 1 ' - - - - - - - - 'SIT ti r!!, ul, I/h''li2lli ('r 1 l crl;221.11.1 •. F.u. irri 221.07 } ,• - - - - •' 1- - - - - - - - - - - - - - - - - -' �` - - - - - - - - - - - - / '_ _ - - • _ - -� I B1 . LONGITUDINAL BUILDING SECTION B4. TRANSVERSE BUILDING SECTION SCALE t.Y1 1 o SCALE 1 H t 1 1 i , r SEE F5/A3.3 FOR TYPICAL NOTES SEE FS/A3.3 FOR TYPICAL NOTES SEE F5/A3.3 FOR TYPICAL NOTES G TrP 1 B � a1� PRA(F ASRFOU / SKvL'GHT - _—_-fir 1 �1 r1 TYP A431 ' 1 -1 1 1 I ' B U R 011 R GSD INSUL ON MTL DEr-;K,NG T'+P \ • 1 1 1 1 1 1 1 1 1 CONSUL T AN T 5 cc At jf`�' TVP WAI i TRUSS SFF STRUCT Z SEAL AL TNRU WAL W PENETRATIONS � 0 � - © I ^ A a- -- SEE SHEET AO2FOR '',,AA WALL TYPES ---- - W AI n -- ZI 7 p t TVP a m HALLWAY a, i fC TVP �/ C� j O a Q O A I I cr LOBBY LOBBY LOBBY ELEV ELEC V ? 201 201 210 202 _ �I l� D1 . HALLWAY WALL SECTION ---6UARUHA,W POSTS SCALE' 1/2 =1•0' I O STRUCTURE .,1'4 0 TVP O C 8 GLASS PANELS � PROJECT NAME 1 ' BETW SEE iNT ELEVS 1, SEE F5/A7 7 FOR TYPICAL NOTES E 1 TYP c5 1 1 I Z 1 1 GUARDRAIL WI POS I S 1 �` 1 .. , .. - 1 TO STRUCTURE 4 4'-0 1 1 1 O.0 8 GLASS PANELS ` ' 1 �— 1 0 _ 1 BETW SEE INT ELEVS � - 1 E2 1 1 1 ! / �./ 1 WOOD PANEL WALL ` A 1 _ SURFACING SYSTEM W 1 -1 ON GYP BD 1 5TL BEAM SL - J STRUCT 8 F2,A6 1 F'OR - - - FIRE PROTECT n. r �E4 _ SUSPENDED CEILING /� `ri -PRCiVOt MTt STVP (TYP1 SEE REEL CEIL So j I Al ca A C� C' � l' � BRACE TO PLANS { -- TRUSS SEE STRUCT l A2 STRUCiL1RE E a At - /A STUD , � /R SEAL ALL THRU WALL yt PENETRATIONS SEE SHEET AO 2 FOR I I Q I WALL TYPES �IJ SEE SHEET AO 2 FOR J WALL TYPES -- ---- BATT INSLIL TYP - ---- GYP RD ON 3 1/2 MTL W h, CORRIDOR STUDS LOBBY LOBBY ELEV Ei 101 lie EQUIP 102 I i E _ -- - LIGHT SWITCH SHEET TITLE STL PIT LADDER --- F4 1 62 LIGHT FIXTURE CONIC SLAB ON GRADL I SEE STRUCT I L ; - - T n 51AB IF N FLOOR) IST FL OR i_ OEi 24 99 ` I DATE 06 1 99 I - fl Il' V :1 _ ICHECK ERS DRAWNBY LRS BENTONITE — PROJECT 98010 WATERPROOFING:0 ALL SIDES 6 BOTTOM 2'X 2'X 2'SUMP W/ - GRATE PROVIDE FROM CLEARANCE. - A3 , 3 FROM PLUNGER ASSEMBLY A SLOPE CONC SLAB TO DRAIN F1. CORRIDOR WALL SECTION F2. WALL SECTION F3. WALL SECTION Tn SUMP F5. WALL SECTION @ WINDOWS BCALE: I -r'-w SCALE. 112'■1'-0' SCALE 1/?"=1'(,' SCALE' t/2`.1'-0' F 1 2 ' 4 S B11P1999-00233 MEC1999-00388 12447 S 69thAve 12447 SW 69th Ave ELC199900487 _OLR9MCM1TFCi9INC 96 20 of 0,3q 20 of 03'7 r C rr LEGIBILITY STRIP I 2' 3 4 5 6 �l � 9 In 11 12 13 114 6 6 �� r� 1 �;2 2_a -4 CD11z I OI q 4 q u�,ni �wlne. .t1t1��1.1_i�IL�lu1LtL�LI.LLIa.La Illlt�IJ,1�t111iIII��iItIIJ!11�111111i11�llllilllilil�lllilllll�lllllllllllllllllllllIIIIITIIIIIIllI IIIIIIIIITIIIIIIIIIIIIIIIll11)11IllIIIIIIIIII Ii7lIIIIIIII I z' 111.III�t1111111!�ILIIIIIIIIII,I!Iliil�oz Ke L` �l. t. Aj4 20 GA PPM ON W MIL 1 14 �1 h PEEL d STICK"TYPE GRID 20 CLEA1 SP S SHOWN M COPING W/ A. LEE ROOFING MEMBRANE pt QI - 3"DIA HOLE BEYOND(9 ` ----.-.PT PLWD .�\ SI Oi i 3'6'0.0. FILL W/GROUT J Y11MIN D, -SET PPM IN CONT 0 SEALANT IN SAWCUT IN CONT P T 2X HAILERS / SLOPE CONC PANEL `� - 6,• -_-r I _ (TVP) 9 --- i "17Tri�`- � VERIFY - -------_- - _ _ _ OF Q s: E -- -6"MTL.STUDS(TYP) �`' tow a CONC PANEL SEE -_ -- - PREMANUF SKLIGHTLn + STRUCT U010 rr + ELFV 29' 1 - - -20 GA PPM FLASHING la LL -- cJ T t 5/6 P1.PlWQON6"MTL �� N - WWI / STUDS I3 I - - -- v -------BATT INSUL r IQ z PPM CORNICE MTL DECKING �-� - ON 6' MTL STUDS I 20 GA PPM FASCIA / > j ,•� ---BUR ON RIGID INSUL ON PREFIN 20 GA MTL PANEL�'I CUNT PPM � ' I PRECAST CONC CORNICE• ^ 1t E I 3111 CEME(VT PLASTER FLA:;F NG PANT ON EXT GYP BD SHTG + 2 i PANEL SEE STRUCT a EA STUD OFFSET CLEAT REBAR CAST INTO CONC ^ SHIM AS REO'D r ^ A A FAQ- j I HAT1 �N51_,L * + P 1 ' r / j BACKER ROD A SEALANT t -STL TRUSS SEE 51HUC' I I STL EMBEG r '- • . _8__ - i 2 I !l:/1.14'.,1�Illgitll d E2 A6 1 FOH FME` PLATES SEF \rulr 11N1 a' a' PROTECTION •� �.• STRUCT ;./moi --1 4 ------ # hilddlld.OR`"I)i EXTRA LAYER GYP BD TO 11 t;4 GR,US 1 d tU ,\ r CREATE REVEAL BFIOW �-�`�---CORN CPANEL SEE �'�� Sllt',?:I,?I/"! ~ B1 . 62. MINOR CANOPY DETAIL #1 B3. SKYLIGHT DETAIL #1 64. SCREEN WALL CORNICE B5. TYP PARAPET CAP I • _1 -0 A.t 1 1 a 1 L'A.E 1 1 ; =, L. sl-n,.l , 1 1 ' SCALE 11'2 =1 I I Y 1 --- -20 GA PPM ON 6U M L -- ---20 GA PPM ON 60 MLI. PEEL d STICK TYPE PEEL 8 STICK TYPE --- FACE OF CONC PANEL ROOFING MEMBRANE ROOF!NG MEMBRANE 1 -- - RIGID INSUL ON P T PL WD -- --- ----RIGID INSUL ON P T PLWD ON 2"MTL DECKING ON 2' MTL DECKING r ---20 GA PPM COPING W 20 GA PPM FLASHING 2 CONT PPM FLASHING CLEATS AS SHOWN PROVIDE SAW CUT&SET iN CONT SEALANT WHERE \ ---- -- ------ ------ -- - - ti PASSES BY CONC PANELI d 1 + -`-"-' -" -_ -GYP BID PER MPROVEMENENANT T PREMANUF SKIiGHT B SLOPE 3"I 20 GA PPM Ft ASF4ING _._--_ + 1 - BASE FLASHING -_-- -- S 6 P T PLWD ON 6 MTL - - - CONT PPM FLASHING ; .,, ! S I U S I A 0 A STAINLESS STL CONT t 2 PTP ER U' 2 G _ .- - ._•- ....- ____ ._ ...- _._ _,-. _- _,,, BATT,NSUL I SCUPPERSLEEVF SET IN CONT SEALANT LW NAIL 20 GA PPM FASCIA ON 6` j --BATT INSUL ON 6'MTL a y MTL STUDS WELDED TO - --- --- ---- STUDS -8 U R ON RIGID INSUL ON -------- TAPER INSULATION TO STL TUBE �I MTL DECKING -- STL TUBE SET•,v SLOPE DRAIN -- - STL TUBE SET to SLOPE SEE STRUCT y --- ROOF DRAIN NS7'ALL PER SEE STRUCT I - r MANUF SPECS RIGID INSUL CANT STRIP ---3•Ti' CEMENT PLASTER ON -- EXT GYP BD SHTG O �L N 6" MTL �� CONS II ANTS FRAMING AS REODI }- ___ - BUILT UP ROOFING - 3/8+CEMENT PLASTER ON - - EXT GYP BD SHTG 318"CEMENT PIASTER ON e I EXT GYP BD SHTG ON VAPOR BARRIER - AFC, .._.. ..+� I �- - --- 1 ?" I II 3 R;G'D INSUL u 1 r1 I 6 I MTL DECKING•SEE STRUCT z _ r - � I � STL ANGLE SEE STRUCT W S z1 ;j ¢� STL BEAM SEE STRICT d A a E2/A6 1 FOR FARE 11j 11 PROTECTION CREATE REVEAL BELOW Cl.ECANOPY DETAIL #4 C2. CANOPY DETAIL #5 C3. SKYLIG DE AIL #2 C4. ROOF DRAIN & OVERFLOW SCUPPER C5.SCA-E CONCRETE PANEL PARAPET Q� o 1 1121 -1 SCALF 1 C SCA;F 1 1 1 U F 1 t c � O CL ccQ I1 ` 1 MECH CURB MECH CURB C3 A - - y SEF MECH DWGS SEE MECH DWGS FOR �O GA PPM ON 60 MSL 1 •11 i ° ' -STONE(S Il THINSET ON PEE( d STICK'TYPE STONE I .1)TH BACKER / ROOFING MEMBRANE FOR NOTATIONS NOTATIONS " .------.PT. PLWD ON 2 MTL V + CE SEALAN* CONT SEALANT -ROOF DRAIN 4 OVERFLOW DECKING r r r T / CONT PPM FLASH NG - CONT PPM FLASHING I � -------ALUM FRAME d GLAZING DRAIN IN WAIL CAVITY TO --20 GA SHEET M'L COP!NG - - - BACKER ROD d SEALANT NOZZLE I41 12 A,T,F /� W/CLEATS AS SHOWN �� M GA SHEET MTL ON - 20 GA PPM ON 60 MIL .ems T -- -- - - • I % Ili ! 'PEEL d STICK"TVPE. PEEL N STICK' TYPE ROOFING MEMBRANE ROOFING MEMBRANE ROOF +I' V / ' ExTEND BEVTOND ALUM � ' I FRAME t -PT PLWD ON 2 MTL ' SLOoF DECKING ; ^�j* SLOP 3 1 7 1 1 1 DIM LINE -- DECKING ON 2"MTL + t E - LOPE _ -�` - i _ = PROJECT NAME A, -WELD STL ANGLE AS '0 GA PPM FASCIA ON 6 � o REO'D TO SUPPORT MTL STUDS WELDED 10 BUILT UP -- - DECKING - STL TUBE ROOFING s \---NESTED MTL STUDS I V SSTL EE TUBE SET SLOPE } I I I - ----STL TUBE SEE STRUCT + PLASTER ON • p XTGYP ED SHTG 3/8'CEMENT ST ``^^ O QIM�IN� E } I __ V/ - -- - - - '� n d V D C \� BATT INSUL ON 6 MTL ---STL TUBE•SEE STRUCT - �\ STUDS 6"MTL STUDS Q j - --318 CEMENT PLASTER ON I 3i6 CEMENT PIASTER ?" R I H' _ ?' -- SEE STRUCTURAL -- - SEE STRUCTURAL DWG`; T- EXT GYP BD SHTG ONEXT GYP BD SHTG --. T DWGS - FOR NOTATIONS W FOR NOTATIONS ---BACKER ROD d SEALANT z1 NOTE VERIFY ALL DIMENSIONS NOTE VER,F', ALL DIMENSIONS i - ------ALUM FRAME d GLAZING AS O REOU REMENTH MECHANICAL DTSwGS WITH MECHANICAL DRWGS AS TO REQUIREMENTS BATT INSUL O E1. CANOPY DETAIL #3 E2. CANOPY DETAIL #2 E3. CANOPY DETAIL #1 E4. MECHANICAL CURB/ PEDESTAL E5. MECH. CURB @ SIDES 0 SCALE 1 1!2"' -1 0 SCALE 1 12' -1'0" SCALE t 112'..'=1'•0 5, A.F t t : I ,� SCALE 3 :1Uj li j V�V -- ELASTOMERIC SEALANT C;RID' --20 GA PPM COPNG W, W CLEATS AS SHOWN 3 DIA HOLE BEYONDId'' ol 3'6 O C, FILL W'GROUT - - II I _ - CLAMPING } I CONT FIT 2X NAILERS I l'� I TV P) I SHEET METAL FLASHINGa -- -- -- ^- - �� - oo =-20 GA PPM ON P T PLWD --- --oo HOOF ACCESS HATCH I ON a MTL STUDS -__._�._._.-__---.-----_--- ---_----. - -� -- W'PREFAB CURB ey� --T-STL TUBE-SEE STRUCT PREMANUF EXHAUST fAN �' HIGH•DOMEOGASKETED - - -- METAL COUNTER FLASHING SHFF T T I T I F STL TUBE BRACING / -- - ---P T 2X12 CURB FASTENERS i BELOW•SEE STRUCT a r -CONT 20 GA X 4 X 4'MTL ----- REMOVABLE SHEET ----- -- -- 'IPTAL FLASHING CONC PANEL SEE --- / ANGLE CLOSURE PIECE METAL FLASHING (-__-- STRUCT - --- ti(„D INSUL CANT STRIP --SAFINOINSUL-4-SET PPM IN CONT CON r PPMHIND -- PRECAST CONC CORNICE r' - - -- BUR ON RIGID FLASHING PANT I SEALANT IN SAWCUT IN --BUR ON RIGID INSUL ON - --- CANT INSUL L_ CONC PANEL I MTL-DECKING i HEPAR EXTENDED TO L-_- N� I BUILT UP ROOFING I L, 062499 BOTTOM OF EA STUD A I I WEl D AS REO'D SEE STRUCT I I Qo GRID .,, . � DATE 06 11 99 -- - - SHtMASREO'D -.-- �' L - - - - - - F1- - - - - - - - - - - - - - - r- J - � . CHECK LHS I m I DRAWN BY LHS - - - ------ -BOTTOMOFPRECAST �--•---- MTL DECKING _ CONC CORNICE ABOVE PROJECT 98010 CONT PPM FLASHING I \ - RIGID INSUL 7 114' 2' 2" 6..- 2 SAWCUT PRECAST CONC A __________ - _-_____-_ 4'•7 1l4' `- L - 4X P T,NAILER SET IN CONT SEALANT T �- MTL DECKING - STL. SEE STnIJCT t'o il4• P T PLWD ON 1?OA 6'Mi'L C -- -- --- - �_- ---- SEE STRUCTURAL -- STUDS - STEEL ANGLE SEF STRUCT FOR FRAMING NOTE:EEE STRUCT FOR ®HATCH A4s 1 �. ADF InONAL INFO oo F1. PRECAST ON MTL STUDS F2. SCREEN WALL @ CONC PANEL F3. EXHAUST FAN CURB F4. ROOF PIPE PENETRATION F1 . ROOF ACCESS HATCH SCALE 1 1R-•1'•(• SCALE' 1 12"' •1'0" SCALE 1 1/2""-1'-0" 6CALE 3'=V0 SCALE 1 1R":1'-0" 12447 SW 691h Ave 11447 SW 69th Ave _OLF1�ARt:FiITEC191NC 4 9 BLIP 1999-00233,MEC1999 00366 ELC1999 00467 Ou 11 of n 39 21 of M 39 Cm LEGIBILITY STRIP o 2 3 4 5 e 7 e 9 10 11 12 1_t �A �Fa 1�a 2C) 2 1 22 23 24 2- 2E , 1 II OI CD 9 b � SSI n,z L�l��l�l_LI111J>lt1J�111-.� 1-1�IJ.�LtI��I�.Illll_IwllltLlUlllt�111ILIIlllllllilll�IIIIIIIIiIIIIIIIIII�IIIIIIIIIIIIIIIIIIITIIllllllllllillllll�illllllll�llllilill�IJllllllllllilllLlliIIIIIIIIIIIIIIIiIIIJJILIIi! , „ 1 5 AA6144I: I 4 111 1304{+ �/r/� VEN A. LEE \\ i+,� , - ALUM FRAME RGIPZING \ FARAPEIONLY I PORTLAND, � a � + , + � (TvPI \ I /--- SEA ANT b BACKER ROD i------BACKER I4OU A SEA ANT / \ \ ��-_-_ 3 m� 'MR STJD BRACE \ BACK TO CONIC PA NF1 48' _ / rvP, t O I' - FINIw.H SCHEDULE C I / -GYF BOON fIP T FIELD COLOR PSR EXT 01- ' CHANNELS w *6 O-, W \� \ 4'X 4'X 20 GA BENT PI 4t j ? / RIGID INSUL B(TWIll - EA BRACE �` BAT T Il UL ON STICK PINS \' T -! / - ALUM BRAKE SHAPE TO "II ----. -- --- STUDS SULON6 lAit INTERIOR /// INTERIOR 'BATCH A)J FRAME ^GEAR CONIC PANEL SEE STRLCT r1 APER(++r, uN Sri T1JBE SEE -- - CON'PANEL SEE STRUCT • i ,1HIJCT I --� --6 NESTED MTL STUDS 6 NESTED MTL STUD:] / � A -- � --- t R t0 GYP BD i / SI SPF"JDF D GYP BD SfF t� t NII 1 'P,i',AN - F O PANE_ AC- 1 (PER 1FNANT fff\\\ IMPROVF.MENTI SEE RFFL CEILING PLANS FOR HE ICHT ST.At ANT K BAC KEN HOU 1 1,UPI SHIM ASRFUI) BACKER ROD 3 SEALANT � BA. rI I i`I'' R SEAi.ANI __-�- !� fi l 01 �. �. FR M WINDOW - Al U".11 .A'dl ;F till F ' \ `\ \ - -- 3ACKER RQD 8 iEALANT FRAME h GIALNG A8 1 FOR O'I \ P,,RAPFT C,'..r- ~ IfXTEFIIOR x EXTERIOF \� \ _ 'ON1 PANE: SEE S-RUCT 3Ar,(FH ROD R 3FA_,1Nr B1 . MULLION DETAIL #1 B2. WINDOW HEAD B3. FRAME HEAD C) 1 ST FLOOR RECESS B4. OUTSIDE CORNER PANEL JOINT B5. END TO END PANEL JOINT t -ND PA".E' JO'a. A i i f ti•.'.Ii .. .l Al NG I / / `--- GIP BD -- GONG WALK `1'N?'_ a I Ai ANT S'.OI E A1'/Av FROId d_-.:, BAT r, VF�t�' "Ai. -T IN =E'AFNTP ASTFA,:r. 'A \ -- RAIT,NSU, a I 'J ,1' yn .FI f Y'GIP 3D;I,' B '. t„ r I'll / 7 : CONC PANEL SEE STRUCT ` CJ C; fpA At / y AF',iH 9ARF t F �ET' ,'J'1 P1 P:W_r•(PJ +At / -- BAC,(ER FIG- . '-FA-A'iT X I x '')GA(ATL _. -- MT;. EXPANS,.N ".T ;+aT rONC SLt,o 3'.GRA%E �- GYF'BD'c WINDOW ONL' r / SEES'RL.C' (WHERE DASh ED PER 'l.Hk SFF S'F•L,C' T11-ANT MPF40VEMENT �- +f i GvF'HD Cr,HA' R C J INSUL t3F TW i ' RAi INSUL ON 6 10'_ SrIJ J5 CONSULTANTS .4 F.ME NT P1.AST(R O"- i - E X T cm-3D .orG SHUA AS REO".) y • . ' ' '� �� \ _ BACKER ROD R SEALANT ALL'!A WWDOV! - ! ,I "' I 1 ,+;YJ �► , FRAME S GLAZING BACKEF 1. 4 SEA.ANT \� WW - AtLIMF4AMESSE- SHF° 1.AJ `0 A : '.'t : EP W C1 . MULLION DETAIL #2 C2. WINDOW JAMB C3. WINDOW HEAD @ LOBBY C4. CONIC PANEL HEAD C ENTRY _ C5. CEMENT PLASTER @ CONIC SLAB Q Q A,t + t _c,AI F { _ CI SCALF 3"- C' C _ Ocl� Q ,O♦ 1 U E - ALUMINUM WINDOW FRAME 8 GLA.'!NG 14 , 4 /l - - BALKER AU')%SEA-ANT r m l , //�� 5.3'A AS 11FO:1 , \ Li �J Ha r 1t :J KATY,NSUL ON 6 ML " ' / / oa 1 E DA P(',lJ ( STU)S•NEON TO STL ^4A.47 A.4FIF UASHF II J J 3 7110E ASREOE -3 c to , J'W' �/ cat 1 'J>". "i + I. 'AT- -._ GYP 3L WINDOW O"J I / 'dt, it IWHFRE CASHED PER s EMENT PIASTER / .. TENANT %IPRC'iE1v1EN1 GYF BD F'ER TENANT- .f.XT GYP H'7 SHI G ON h ..,.,.,.,._,.._ / I 1 IMPROVEMEN' - �\ 1 S L rut3Ea•6E1 SEFUG' -1 • yam~: - BATT N R L ON 6 MTL PROJECT NAME STUC T•1ER FRAMING wAESTEfeS02FOR � // -•y,�\ � / BAC(ER ROD R SEALANT �� __ -- RTL'UBE SEE STR',,C' lJ �'' IivFI _ r- GONt'PA^;EL ,EF 1 I (D> I ALUMFRAME W,INSUL - - GYP 8D ....1FE STRUCT G�A.1ING TYPI -H 3'X 3 X X 20 GA MTL .........................L........... ` �- .�. A ry i. �. CLIPS 4 V-0 O C BATT INSUy.ON 3 1 MTL D 4 I ' STUDS CI)NC PANE. T,F SEI_ ~ �\ S1 RIX r C?ONC PANEL SEE STRUT \ \ _ cn ��_',..\ � 1 r.•,I I cc F CL IPS,,1 40 OC T',P, �\ \ u,• �' SELF 8Ci A4 2 F OR 'YF`F IvO \ ��,.. _._.._ . .-_ - c,ACKE R Ri P R EEA..ANi 1C CNC PANi:LJOINT \ rvp. uj - 1,LUM FRAME W NSL l Q r;LAtWG + E1. COLUMN @ ENTRY E2. WINDOW SILL �` O E3. DOWNSPGUT COVER E4. COLUMN WRAP DETAIL #1 E5. COLUMN WRAP DETAIL #3 SUAL E 11 , -I n _- a.I + I n _- SCA E I 1 e t SMALL �:V 0 SCALE 3"_� U W x �� -- LLI AtL,,A FRAME 1V-INE,UL ^ nI �/ GLA?ING a• PLAN DiM CSR_or;t: 1I j I i i J &1CF<ER ROD R SEALANT _ T PBD PFR 7ENAN1 / - '.1-'RObEMENT / GYP BD ON DOJSLEJ 3 1,2 - CCINC PANEL SP STA JCT MTL STUDS(SINGLE `J Al UM FRAME W INS JL STUDS'R SIM! - - - /� --_-- BAT T INSUL ON 3 1 2 OR h' GLAZING M1 STUDS AS SHOWN STI.TUB=(NONE u'SIM( """"" ' w \` BACPKFR ROD R SEA;ANT SHFE T 1 ITL[ i ,.-- SEI:STF'UCT GYP 3D a WINDOW ONLY -- DOWNSPOUT(NONE ,.v -ARGE REVEAL. TENANT 1IMPROlEMENTI L SIM( CONNH:T TC STORM DRAINAGE SYSTEN - BATT INSUL ONO MTL I STUDS A 01NEH FRAMING L------ BAT tWSUI - - HAt7 IN, ON 6 MP- AS R[O'D STUDS WRLUD TO STl / STL 'DBE SEE STRUCT SPANDREL GLAZING iIJHE AS REQ-0 CONC WALK SEE C Vtl - --- - - -- _. 318' CEMENT PLASTER ON <\ -_- _ L: EX rGYP BD 5HTG ON -CON,PANEL•'3EE DATE r)F I' 99 / / STRUCT / - SHIM AS REGI) VAPOR HARR ER -�- -�- -� -- PLAN DIM OR(3Rt CONIC SLAB ON ORAE --- SEF STRUCT -BACKER Rou R SEALANT PIAN OIM . t j _=.� LCHECK I Fa Z7 FLOOR FINISH SEE FINISH (TYPI - ---- SCHFDUIE ci' I ........................................: - - LDRA'NN 6Y I1 f / -ALUM FRAME W/INSUL \ +j 3 I' 11N' l4" r - _- GLAZING(TYP) ? fff--- . LAYER GN'P BD W EXTRA LAYER AS , II - --- 4AC0 FR ROD,4 SEALANT d1 _4..i / PROJECT aw)to " SHOV1'N FOR FIN'SH r' ONLY 0 SIM GYP BD INSTALLED PER TENANT - - ^ IMPROVEMENT) �_ •��_! iMAIL REVEAL O w- GBACKER ROD R SFALAN i ~U -�� - _ lu In y ---- - 3'['CEMENT PLASTER(IN O¢� _�--- -- 318'CEMENT PLASTER ON .� EXT GYP HD SHTG ON w< -- VAPOR 9ARF•IE'1 33 EXT 43YP VAPOR BAIRRIFRG ON A402 F1_, SPANDREL PANEL F2. LOBBY CORNER DETAIL #2 F3. CONIC PANEL JAMB @ ENTRY F4. TYP REVEALS F5. COLUMN �iAP DETAIL #2 9CAL.E ]'■1'4r •�� SCALE 51"=1'-0" S,.-,ALE 3"=t'-0' ;CAI-1- 3 -t 0 SCALE 1 t;2'_._1'•0. F _� S 22of SW 111 QVe 22 0l 199-003 7 _O LR8 ARCHITECTS INC 09 r 1 = 12447 SW 69th Ave 3 4 BlJP1999-002JJ.MEC1999-OOJ68 LEGIBILITY STRIP C , s cs H 10 1 12 .3 Id Ir; 17 1 19 20 21 22 23 24 25 26 2- 28 29 _ m CDZI it OI I HON( o�tOZ b OZ �.1.111.t�.��.t.��l_t�11�1.1.IJilaLj1ll�lillI�.IjIILiLiIIJjl.11tl> LIjIIIIII�jIjIIIIIj�jiillljll_I�IIIjIIII�jIIIIIIIIIIIjIIiIIj�IIIIIIIIjIIIIIIIjII�IlI111111111111_IIII�IIjIIIIIIIIIIIIijil��Ijllllllllllllljij�illllljll! ............... ........wr.....,n.,.rN�.M.�Mr....rW'i'fM'r.9�.IN M�.p,fM,ervmwh+mwNMR+b1+c+FF'S..r.w.,...,...._ ...,..... .., ....._n... e+wYm.,:.... .ur.n..+M.�MbMMw'Mk'...�..f•.y,,.n K - ...,..�.M- ' r 13104 VENA LEE J��, I GENERAL NOTES - 1 SEE FINISH SCHEDULE FOR MORE INFORMATION • ti r OF 2 SFF SHFF T AB 1 FOR ALL DOOR A RELITE INFORMATION " P'' P•1 b 5 P•1 t. OtrP a _ P•1 KEY NOTES ......r....... �.......... 1. ........... . 1 112 wIUE REVEAL 9 ......................................::........ �`^ Wt. I Vv,. I O BLAtiKET HOOK ITYP, ^ A •• 1 I WILI _.� �._ a �. . Bull 3 BC JL 1 OF t.I 1 I t h.."4 �---� � Of O U PHE'+1ANUF'LOCKERS i2"W X 12'D X 72 N W WOOL ~ `,...,.►..�.'._. .................:..... I I " ICI AD TENANT 1'2 � VENEER FACES TO MATCH FINISH OF WOOD DOORS 1 I ........................... .L��;......... I L Bev � � - 1 I I WSS I 2101 / \ 206 05 VIA, SCCNCE SEE SPF(-'S ..................................... S_ t II I O :nlc 100 • it I r, Uf�OR'm 1ST FLOOR ONLv 1'In1/Jnrl,rlh`/7?I/i lrl, . _'1.1111 [� O BRUSHED CHROME III HANDRA'L WSS 1r YYB. I ........................ .....• IO BRUSHED CHROME MTL GUARURA,L 6 SUPPORT POSTS W/ •' it G ASS PANELS BE TW 1 2222' .........• PR I., DE CONT 20 GA SHT MT. 4 FACE OF STUDS O O. DE 8 WI P I P p ::.. .................................:: AS SHOWN, .... ...:......... II ............................. i WN ti 1 WU ♦ WG w. ,.__.I WO ► O\Pkwf O I I I P 1 ...................'.................... I iI HA 1/VAv LEGEND — LOBBY � __ __ ! I I WSS I I' LOBBY LOBBY B LOBBY �I. LIMY II I I LOBBY / TVP�? \ l 111 113 WSS WALL SURFACING SYSTEM � WOOD IRM STAIN I T BLACK A IS 1;4 BLACK ME LAM NE 4 HIGH, B1 . LOBBY ELEVATIONS CT-2 CERAMIC TILE SEE SPECS SCALE 1/4 - 1 u 3 CT•4 I' WC-1 WALL COVERING SEE SPECS Iffm CONSULTANTS /.\ P ' PA N"ON GYP BD SEE SPECS A P ? �. RB-t RUBBER BASE -• - -- --- ---- - II MIRROR I W Z ! P ' I P ' 5 P • W W I - --- ----- - - - P t z� wI. I WD w) M \ wss I vw, S wt, 2.0, 1�Ft TVP • .. - -. ° f— TENANT N� LOBBY i ��ta �OBQY V / � 211 2210 WSS N WSScc j CI i TV N I 1 l:vP 0 TYP 1 . .. .......... .7, i WSS ------- •' �� 1 r I. -_. ,f_ — l _ _ 'i_ Ed _ r I PRrIJFCT NAME d WD"'. �Wb - -- WC-1 II ,, WC 1 WC ' WC t TSF,/ BI Wr' a T � \ / II tris-,_. :we:, WO.�auerwlc.n.r.• I \ wmr•s st.aa:- M16•.. I 'I i1 1 '9 FRONT OF STAIR I I its BACK OF STAIR WSS i X I 03 B2 TVP TVP II I I' 0 _ Pi I WSS W88 wss wss wss WSS LOBBY It LOBBY w ; LOBBY i LOBBY I LOBBY LOBBY z 101 \ iI 113 114 115 Ii II I 101 100 ° • 1 _ N E3 A B Q D1 . LOBBY ELEVATIONS `t2 TYP F2 F, w W SCALE 14 - 1 0 TvP F1 ui c f P 2 P•2 \ _ i Ci-4 P 1 P•1 II P WC-1 C T.43 CT-? 'BULLNOSE TRIM 4 �! f I ! CT2 I O OPEN TO I— LOBBY X Q J i! BEYOND ` I W I` , I WSS // _ NI• I•'... „H.� i C1.2 •\ �,I� 4x / A 0 C D e CT 2 .COVED BASF , E A TYP Bt SHEET TITLE u E1 . TYPICAL MEN'S RESTROOM ELEVATIONS . E4. HALLWAY ADJACENT TO RESTROOMS SCALE 114'-1'0' ar�rr�� SCALE 1,4 = 1 0' NOTE FIRE EXTINGUISHER NOT SHOWN TYP lf]ll _�TvP I CT-4 c C= r - - P2 CT.3 P2 P-2 '._ ._ P.2 P-2 P2 P2 �— 016.2499 CT? CT-4 - p2 P2 _ P; P2 , CT 3 '.BULLNOSE TRIM,, I CT.2 �- � DATE O6 t 1 99 -aae: CT a' . t I I i I I I i i ' BULLNOSE TRIM \\C T 2 �f \ MIR ( CHECK LRS T L � 1 i� 7 ( DRAWN BY LRS \ WSS WSS F 761 TPROJECT 9PA10 I f o CT 2 A �VEO 9A6E�+ S C D COVED BASE ,,,' A s C D A O 2 1 TYP .�-^J � '�..nJJ - A e�../'-'`.. ,1.� , ��- A5 . 1 F1, TYPICAL WOMEN'S RESTROOM ELEVATIONS F14. TYP SHOWER ELEVATIONS F5. ELEVATOR CAB ELEVATIONS scAF�: Iwo r4r --- SCALE: 114".1'-a, SCALE 1/4"- 1'0" 12447 SW 69th Ave 1 = 12447 SW 6914 Ave 3 4 5 8UP1999-00233,MEC1999OOJflfl ELC1999.00487 _Ol►.BApCRITECT9INC 99 23 o1 ■3`r 23 or •39 C�' LEGIBILTTY STRIP IOmO.Iam 2 3 4 5 6 7 8 9 7 12 13 n E E1 19 20 21 22 23 24 2t> 2 2E, 20 3,r C Dr•.I I I QI 9 V I HONI 41 10' - �111t1i1 �11�1>1111�1�,111il1�11111111��,ll�.l�il lIIIILII�IIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIIIII�II�IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII�iIIIIIIIIIII�IIL�LI��IIII' i 0! �+ VEN A LE z � C D a� a F PE SAF J�PORILAND, K C t I t [AflA-RATED PARTITIONS ELEVCONC OYER U[ �SEE SHEET A02 FUR WALL METASDECK TYPES TYP, CONC SLAB ON MT.DECKi PE SAF NGSEE STRLC' 2 - CONC SLAB ON MT,DECKFLOOR'GF ROOF,ABOVE 'r- -`-t --BRACE AS REQ:' ATTACH CONTROL JO N' W Ex'FA SEE S'RUCT -- / AT RATE[)PARTITIONS . I TO DECK ABOVE v: a X 4 LAYER GYP R:BEH'NC ` WELD MTL C_PS TO ELEV UNC OVER X A k t�GA BENT PATE r /1 .. .. .. ... STRUCT AS REO'D FOR -_- _ .IE Ar DECK - - ^ - 3 1 Y MTL STUDS T,P SUPPORT I • T K I -- L,GH*NG SEE REFL CEIL - SAF NG'NSUL r. T zcl PLAN FOR'rPE 6 NUMBER a - STL BEAM SEE STRUCT HEAD RACK •. I � •- ------ --. � WADE x 18 GA x 10 SEE SHEET 40 2 FOR WA:_ _ 1 I I ` FANG PLATE POWDER C TYPES TYP a I FASTEN TO DECK W l 7 / \ AC LA'ED OR VE P'0,5 t 4'DAM X t 1 2' 2 G 0 C STAGGERED POW DEP ACTUATED -a \_ S,r NG,NSU, _ 1 I \ MADR VEP-NS-NTO X d 1 6 0 C I J 1 I HEAD TRACK A _ ' _ .-..._ y __ _ _ _ t; -- CONTROL JON'W EX'RA _AYER GYP RD BEH'ND WELD MT,CL PS TO 1 A D,AM X t t 2 t[ ; STRUCT AS REG D FOR POWDER ACTUATED �- SUPPORT 1 DR IEP N'-0 C IATi FRAM•IG AS RE00 TO ST, REAM SEE STRUCT A I SEE PLAN FUI- I MAX a 1 5 O ' SEE PLAY FOR s SuPPOR'8 H DE L GNT%G FZAh I FOR F RE WALL TYPES r WALL-YPES - SVSPEN:EC GYP BD SEE -a I1:1 ,I 'v.••..'q RFF;;E-P-ANS FOR Su,h /(No HE GHT ,T:P B1 . SOFFIT DETAIL B2. ELEV SHAFT DETAIL #2 B3. ELEV SHAFT DETAIL #1 B4. PARTITION HEAD PARALLEL TO MTL DECK B5. PARTITION HEAD @ PERP TO MTL DECK f ti_A L 1 11 t a E + a F 3 _ .,� r 1 I ♦ ♦ r GYP 8D PEP TE%AN' MPROYEMEN' a -e EDGE OF CONC C1 I FLOOFz................ , - STAIR �--�-_ `4 i SAF NG NSUL AS RE09 --- ' - - SEE SHEET Ar-2 FOR wA,. 1 — TYPES TYF t SEALA,%'I L -- j —CONC SLAB ON MT'_DECK I S _ SEE 'PLC' SEN`SLAB MT_ _E_ SEE S - M E Ru%'•ERSECI.RED --- C N '1 CK f ................... C01'ROL JC NT 01 EX'PA - �T' T�CGNCRETE i .. ...�.....-- LAYER GYP 80 BEH ND. n { I v,E.:,MT.CL PS TO STAIR �/ ✓ STRUCT AS REOD FOR r . SUPPOPT - -- SAP.NG''NSUL , ,— i RUNNER Sl-BEAM SEE FSTRUDCTR 1 r., M t :� �• SEE SHEET AC 2 FOR•'v A„_ TNPES TYP, 1 ••HERE +G 9D CONSvLTANTS -E -14G SEE 3•18 CEMENT PLASTEF. \ - -- SAF•NG NSUL - ��' ON Ek'GYP BD Sh•'G vTRO_JO'NT W _ REF.CE .. '.',P ANS FOR STUDS; - CON'ROL JO%' W E)(—PA E►-RA LAYEP GYP RD Tv FE 4 +E +' ON 6 MTL STUD :I 3Er'v0 WEICM'L - BAT' hSL'L „APER G+P 6C BEH NC C_ PS TO STPUCTAS WELD IT_C.PS TO REC-_ FOR SLPPOP T - \ 5TRUC T AS REQ D FOP SEE SHEET A0 2 FOR SUPPORT WA,L TvPES TYP \� w —ST_ BEAM SEE STRUCT 5T.BEAM SEE STRUCT --- ----S-L 'rA%%EL YEP FN �~ I— _ Z S ZE NEG ,,y '.ICEx1G SXG : S+1Wti W GER ROD EEE StiEET A5 FCP .. _TvFES roc n; L,'YPES v'ARr SEE •EE'AC 2 FOR WALL TvPES �... Cl. PLAN DETAIL #1 C2. STAIR DETAIL #2 C3. STAIR DETAIL #1 C4. STAIR LANDING SUPPORT C5. 1-HR RATED SHAFT ENCLOSURE p SCA-F J -, r SCA-E 1 1 : .t ,� ir O ° !i Q f ♦ f C O � -. '•IETA_DECK-NG _ U � I 'r�-�FACE OF WAL, f f r 1 ,AeER GAF$�W ExTRA - -- I, LAYER AS SHOW',FOR N' ,- _ONC TOPP NG W - - SEE SHEET AG 2 FOR LV �— F SN ONLv , .� .a 10 11)WWF RE NF WAL.TYPES.TVP I' A F RE ESF,NG,NSU_ ALL r I y _- - - BATT TSU.Cdr 5 MT, t STEEL PAN .'L -L 9E W MTL CUPS STUDS / _ : ; - STU_E:AS REQS FOR - RUN'JERA4GLE TYP, _� STU: S.PvORT SEE � I I �/ 3E Gv'P PLASTER ON EXT ', ; flC�t.'-:I ��; STPU:" \_ li 1 5 8 META_STUDS.1 YP, /—G�P BD SHTG I ion PROJECT NAME �-- GYP BD PER'EVAN' B MPROVEME%' SACKER ROD S SEALANT '• - �" — +_ SEE SHEET AC'2 FOR WALL --- - 2 LAYERS GvP BD TYP. / A_ !� FUTURE HAL.,VA,'WAL, I TYPES irvPi G�hT c '.r. r. J. I TY P [.F 6 � STL TRUSS SEE STRUCT - � -- STEEL BEAI.1 SEE STRUCT X 2 x 1•A ANGLE .......GvP BD ON 3 t 2 Mr ST FFENERS A2 0'0 C STUDS SEE REFL CEIL NOTE:BEAM TO CONFORM TO U.L.NO. - MAX O PLAN FOR HE'G*ET N501 •SEE REFL CEILING a `\\� -- k? X t! EDGE ANGLE / PLANS FOR LOCATIONS cn �� -----S'L CHA%%EL VERIFY \ SIZE REO:.MC12X106 - CONC PAV NG �� SHOWN, �- - ----4 x 4 k i A ANGLE •4 2 3 4 — EXPANSION JO•NT A'rr - MATERIAL -- WALK OFF MAT RECESSE: HANGER WE-,' AC x 4 W A / �'--` X 12 ANGLE BRACKET h CONC SLAB•SEE _`�-- WALL TYPES VARY SEE D STRUCT l , NEW DETAIL TYPES AO 2 FUR WALL A E1. CEILING DETAIL #1 E2. TYP BEAM PROTECTION E3. LOBBY BA^E DETAIL #1 E4. TYPICAL STAIR LANDING E5. TYP COLUMN SURROUND O SCALE t t: SCALE 1 1 :t ii ! I ' � SCALE 1 1 2 n1 G Cc W �I Z �I CI '- f- f Sr f GYP BD PER TENANT - --SEE S SLAB ON MTL DECK• MPROVEMENT SEE S'PUC j I ` - STL CHANNEL STR'NGER - BEYOND _ Lee....... SEE SHEET AO 2 FOR WALL PLAN M FLOOR F'NISM-SEE F,NSH TYPES ITvp, � - STLTRUSS SEE STRUCT 11- SCHEDULE 2 CONC ON PREFAB MTL ' STAR PAN E A SHEET TITLE ... ...... .. I LAYER GYP BC W EXTRA ' LAYER AS SHOW%FOP INTER'OR FINISH ONLY I BATT NSUL ON 6 MTL I a I STUDS Al ,a A i 06.2499 - ------ -T+ f l BATE 06 " 99 2- I - - - PLAN DIM F trP -- t� 4L. F CHECK _ t RS SEE SHEET (T FOR L___..__ - /-- GYP RD ON 3 t 2' MTL j p� WALL TYPES tTYPI I DRAWN 8Y LRS STL TUBE SEE STRUCT STUDS-SEE REFL CEIL PROJFCI 9�'G I PLAN FOR HE�GHT — BACKER ROD A SEALANT _ TYPI ALUM FRAME Wr INSUL GLAZING ' •-r -\ I E2,A6 I FOR FIPF I STL BEAM SEE STRIJC.t b I _ PROTECTION A6 . 1 �Ntw DETAIL � F . CEILING DETAIL #�2 F2. . . , �� .�4 F3. LOBBY CORNER DETAIL #1 R. TOP OF STAIR #3 F5. STL TUBE @ STAIR SCALE 3':t'-0' SCALE 1 12 =T-0 SCALE 3'=1'0' SCALE 3'=t'0' , 12447 SW 69th Ave 12447 SW 69th Ave 4 S HUP191Q 00233 MwEC111999-00388 1d o1 •?� , • � t ELC1999-00487 _0�ARCMTECT3�X' 99 24 of y LEGIBILITY STRIP ZI „ O1 ~•�+� •+ ,�1.I,1,�l�U,J�,i.1it4�.i.u.1111,11.i�.l�.�l�L�.U.I1�.I.U1,.tJ.�ll.l.I.l11J,1�111.�,Ila,lllrlll�.l�.l�,1l1aA�J.U,�.lJ1�.1.Iw�1,�,I.�U � � I III � :�,oz ,,..w,w,.,m.r.r•eww.,,r001 nee„nan.n µ .+n• + wvaa,..+o,«n�«x�V. " •IR�NAIrkIw�R,I.�MMf11kM.".'XIYMIW�TM.IK•v.!'.sw�.r.w.a+M1MN,A"� .....' .,c,...... ...,..�.... .r"ntin.r... ........ .... ...............-. .,..,. .. ....,...,..:.�,..n-A.«-,*.n...+.wn+crew+wnr+„us+•.•+.,•«>...-_.�-.ww.wr.ww.e�,..•,ne.w,'w,-w, a. ",4'r•.Ymer x,r.'MM.!'.r,MM�1nM^s.�...rvir'�.:. •�w!^w'.!k'MY„"?,nk,NWS'Tw.�MMM+Mwna.MlMf'w9rwM.w.p,nw ...- ,.r.�.. R � __ - ---- — -- - ---._--.. I XA �^ . N�F;A W A::r•ES'v'E VEN A LEE -_-- MAT--I jC'.T P'OQ`�A�.. — AS PEGSACKSP-A.5- OF E P'►• r9 -- - _ F&CE Cf PAF'rQy i -, — - --- iEALAr' ;.F.A`,'E_Sp.)titEPTCP _F V • '-'- ,'A= -1- ' �- -- - - - _ --- - /, - •G.,�` .0 "�,•�nE S - ?,a' • ',G Fra_ .� •��G.,1 • ._.v.��` _ 3 ~ 9A$E _ - i.1^E'. S'[�1N�1 - ► ol 1 J S hE _A' : i -A_ c tF r _ c A'E SEE _,EE`Ai� :-c - - a_ -_GE_ ,1». cf. I ( -- ----� -•S=E i o t t 1 B1 . LOCKER BASE � � f.r r• ' __. _ -- B2. PLAN DETAIL #1 B3. WOOD TRIM C LOBBY B4. COUNTERTOP SECTION B5. COUNTERTOP , SIDE WALL CONNECTION .-A%_ESS -_ •.bE�"EG M.--. - - A VE_3.A'IE :. .A'Err- .._. - _ -- '�A.�___ _ - f - - .__ _` _ _ c.a_ •.1,,• � __`�_ .• i _ - - - _ CE 6 ' 1 1 r. ccr ♦ - r r :m tom ^-G r r I7- ;E: _ W - �- _ •_ AE 4AAt Cl . GUARDRAIL @ LOBBY C2. PLAN DETAIL #2 C3. C4. SUSP CEILING LATERAL BRACING C5. ELEV HEAD Q C O n cc s A, VE_A'1•.c- _ \ lira - - a NE-AV`E ..-�...- _:;_7 G cc — 3AF M3 'c. _ [� _ _%l _�A n Ga•. -`�-- - - - -- - -- ..��.._ ..•.N�, _-1 G GA', -\ I _E-• ,��A`:., 3• - =- •EE S.; c-a ha -- iEE --•EE' A. - ..s •r-.-- . ZIP 14GER SEE S.+E_'A.-i•,,A .•.A__ .,mac cc E1 . STAIR#3 DETAIL #1 E2. STAIR #3 DETAIL #2 E3. STAIR #3 DETAIL #3 E4. WSS @ TRANSITION TO CEILING E5. ELEV JAMB 0 W Z :,EME%" 'Cl.•3ACKEp a� f LOBBY caa+./E A= SEE SEE _,1 t.rE APES :E_ '' ?E'+ ✓ _ _ aL.A 55 -•-EE'A'- F:P "A-- i � T•PE -E - __ yam' - - __ — __C•'- {�A _ c - SEES E'-A: ay ha E 0 Ar :EE oc aG Vv SrS'EN 3.0 9C _ , :�cc 3G - of - �!~ - c y c-E-c SFE PEG -E A`/:c-c /. ,i PE-E P ;`rP ..cca -,yc. i •l- 1 A-A:-9 VE-AIA'tEoor _G,.c ti., aE SEE PEP_ % _ ,* z -t % iii A_ �4 :EES - ` :� �--- �"P 9C:d'�3 ^c 'A' � t s of V''c .`,E_ .E P V SrUCS Yr C VT_� ..S �•Trr" ,IGE ,. PDGES A3 SrCi'•. /'- i oic c A• P S '.YAY SUPP�Q' �E`r C L 1a-c A'BAR is',:fACT'JPEP — c :5 2A}y _PS - Z ' I 1 a P APC 4 _•�<_ +� ONC S!9 N ' A Ex :)PA NN 9Y lQ5 - ��^rt+l a S' C s + 3,4'O A Pl_"1rS P +c' a+,- c -w r r rklaE.. SEE $'P• ,-- � vaOJECT 9AG'i i Y 1 < \`- ---17 �E VE`IT P'.ASrEP ON r t r ♦ ♦ r ♦ EAT r,rc SC SfTC3 A�W F GiAJ�AE d GAZ NG 3 Sf E:4XV;E FQA%* SC►•ECt;LES - z a A6 . 2 F1. SHELF EDGE 0 ENTRY F2. LOBBY BASE DETAIL #2 F3. RESTROOM COVE LIGHT F4. ROOF ACCESS & ELEV PIT LADDER F5. ELEV. SILL f�. SCALA t t r!—.1 4 3CALE r.�'d _ ' AE + i,Y'=r ^ SCA_E .i SCALE 3' :WSh- - s, WVD GENERAL NOTES ,.,'`� A,41304 4,aw rr+ I GENERAL CONTRACTOR TO COORDINATE ALL VEN A,LEE PENETRATIONS IN GYP BD CEILINGS AND REVIEW WITH r ARCHITFC7 PRIOR TO INSTALLATION �+ p nn 2 ALL ELECTRICAL IS DESIGNIBU4D CONTRACTOR TO J ra+Tuulu, ; 1 3 4" 5 6 T S J 10 COMPLY WITH LOCAL ENERGY CODE REQUIREMENTS AND �� SHALL PROVIDE ALL ENERGY CALCULATIONS REOI.IIRED 4 of f%la FOR WORK 'N �_� 3 BUILDING IS TO BE FULLY Si NKL ED SPRINKLER SYSTEM 4 IS TO BE DESIGN/BU4D 4 REFER TO ELECTRICAL DRAWINGS FOR SMOKE DETECTION AND FIRE ALARW.,TROBF INFORMATION AND LOCATIONS I ELECTRICAL CONTRACTOR IS TO CONFIRM LOCAL CITY REQUIREMENTS I•ND PROVIDE DOCUMENTATION FOR FIRE " MARSHAL.APPRO11AL •�-3—C�• 3 dI* 5 SPOT ELEVATIriNS ARE FROM FINISH FLOOR TO FINISH 1 CEILING ANC ARE HOUNDED TO THE NEAREST INCH ITYPI n NO f ALL HVAC LOCATED ON ARCHITECTURAL SEE MECH � _ I FOR OTHER LOCATIONS °W WO ! SUBCONTRACTOR TO STORE ACOUSTIC CEILING TILE 8 GR D ON FLOOR TO BE INSTALLED AS DIRECTED . Ow y p, WO f A.F.F Ow wo I I + ow WO LOBBY --- —- 100 --- . 0 l 1:1.5.1 . .�1/rrun+ y U. STA)g13 AFF i Stu1e I00 if t Portland,OR 9,2IIS � e \ / IIPEN TO'�pID FLOOR 1 ar. iUi.?:1.:l1; CEIL INd ABOVE r CLOSET /LOBBY \ 1 TENANT 04 0 120 101 \ TENANT 01 119 106 I 7,7 r A.F F 1 G TYP F 1.t I O O I O - ° AFF O r + y-C I0 9 4-0 9 i ^_T.:...... \ ' A F F AFF A-F..F. g p° \(:iLEV + T LEC t AFF Fi 102 y STAN 14 LOB /'. ; Ump / 3 104 STAIR 2 1 8 AFF Al P} _ _.............................._.: : ._.:;. ......_..............................._............_.. :. .....................-----......_�j- . —`q — -- KEY NOTES I 9'_r' Ow 9 cI CORRIDOR FUTURE 1 I ° O - F11w O � O 1O O FUTURE CORRIDOR [�'I r j a B'0 A F.F. A F F{_J 117 HALLWAY L _ +� A'•f• -------------------+- - HALLWAY 106 L—J AFF AFF LOCATION CF 4!ECH SHAF-ABOVE CE L%G _ : �1„�Gh --ar rrr r'rrrr rr- ' - rr.r I O n HALLWAY 1 - - s .. ........... ........ . F O , 11� - - O F NISH'0 9E SELEC'ED CONSULTANTS III jr SHOWER MEN WOMEN SHOWER t i 111 110 109 10 t OO t L—j._.—.—.—.— _- ----- ------- - ----- ----------------- —. : 9'•4 A.F.F. LEGEND Z\ !___-_ J I +P FATE :-!4FT WA,LASSEMBI.Y SUPPORTE3 — _ (� I PEC _ ;EF TRUSS ABOVE TENANT s3 COV TENANT.12 116 111 107 9'C' O o 9 r' NON RATED SUSPENDED GYP BD CE.uNG i c _ i A.FF aFl NON RATED SUSPENDED CEMENT PLASTER ON . .—,—•—• EXT GYP BD SHTG O AFF O 2 14 LAY N ACOUST'CAL TILE CE'vNG 1 SUSPENDED BELOW STRUCTURE I I I O w wu _ _ — RECESSED 2 -F-UORESCENT FIXTURE t SURFACE MOUNTED t x 4 F.uORESCENT F.XTURE 1 V WALL MOUNTED SCONCE 5 1 PROJECT NAME O RECESSED CAN 1 w O RECESSED CAN WET LABEL i r 0 1 D1. FIRST FLOOR REEL CEIL PLAN STRIP FLUORESCENTF'XTURE CA IT - 1 o N I � SCALE � HVAC SLOT DIFFUSER SEE MECH LL Z wa I ® HVAC RECTANGULAR DIFFUSER SEE MECF4 L J M % Li. �R I v HVAC RETURN AIR GRILLE SEE MECH O STL BEAM OR TRUSS ABOVE CEILING SEE STRUCT AFF 8 PROVIDE FIRE PROTECTION FOR ENTIRE LENGTH UL W OF MEMBER PER C2'A6 1 `rw AF.F AFF AFF 0 0 ( 1 0 O W 80 9.0' FJ 90 P � AFF AFF TYP A67 AFF AFF O s0 ER (� 0 0 110 0 W0109 0 �� 0 OMEN SHOWER SHEET TITLE E _ B l _ l_— 1 6 060499 I DATE 06 1199 1CHECK LRS F2. ELEVATOR REEL CEIL PLAN F3. RESTROOM REFL CEIL PLAN DRQ AWN BY Las SCALE 1'4'=1'-0" N SCALE 114'_1'•0" N _ PROJECT 98010 0. i A71111 1 12447 SW 69th Ave 12447 SW 69th Ave P � 1 _ qq _ ' 4 6 13UP1999-00233,MEC1999-00388 ELC1999-00487 _0LAS ARCHITECTS W, 99 • � .....1M' .__.s7Rb_. - _ �,- . ... - - -- ------- ,� 26 0l ��q 16 of •$`? LEGIBILITY TRIP C" 2 3 a 8 n 7 8 9 10 11 12 13 14 Ig 17 Ie 19 20 21 22 23 2a 25 26 2, 2e <? _._ P '30 x CDI I I OI 19 9 5 4 MINI W00 Z D � �tU;itiltttl�1111a..111i11�L,J�LILIl�ilLJllill �l�I,�Ia1�1.L.111u.llILLiI,II�LLl11.111IIIIIILI�I�I��IiIIJ�IILI��I�III�IIIIIIJ�Iali11_I111J_!_I�11lIILIIJL�IIIIIIII��isLLLL.ILtili.l�Ial�(1J�1j11.1�J�j11�(lha.11�l>1>lI r i GENERAL NOTES � 1304 t �iENERAL CONTRACTOR TO COUHDINATE ALL VEN,A. LEE ENETRATIONS IN GYP BD CEILINGS AND REVIEW WITH { ARCHITECT PRIOR TO INSTALLATION h01tTLAgG 2 ALL ELECT RICAL IS DESIGN/BUILD CONTRACTOR TO ,Lf COMPLY WITH LOCAL ENERGY CODE REQUIREMENTS AND 9 l FOR SHALL O PROVIDE ALL ENERGY CALCULATIONS REQUIRED F 0 y I_ 3 BUILDING IS TO BE FULLY SPRINKLED SPRINKLER SYSTEM IS TO BE DESIGNIBUILD i 4 REFER TO ELECTRICAL DRAWINGS FOR SMOKE DETECTION AND FIRE ALARMISTROBE INFORMATION AND LOCATIONS ELECTRICAL CONTRACTOR IS TO CONFIRM LOCAL CITY REQUIREMENTS AND PROVIDE DOCUMENTATION FOR FIRE MARSHALAPPROVAL S 5 SPOT ELEVATIONS ARE FROM FINISH FLOOR TO FINISH CEILING AND ARE ROUNDED TO THE NEAREST INCH(TYP) 6 NOT ALL HVAC LOCATED ON ARCHITECTURAL SEE MECH j FOR OTHER LOCATIONS 7 SUBCONTRACTOR TO STORE ACOUSTIC CEILING TILE 8 1 GRID ON FLOOR TO BE INSTALLED AS DIRECTED 1 ti f i 7 1 I 1 O O O I O A O I O I I--o--- o I O, 1121 S.W. .'WrNnn �rrrlr I1Nl 121 1 Ul a c LOBB1� TENANT 04 lYF I I t 20T I TENANT 81 212 O O 0 205 C4 TVP 10 4 3 O I O I O AFF O I O 1 STAIR ylEC4 MECH STAIR 010 A F.F O 1 1y p ,, n• $2 B 13'6' SI OP[ 9•01, I AF F A1.1, A111 A.F F -- A.f f i } LOBBY ELEV L [fO4 E 8 0 ' F 210 2 2 L2fl AFF At4 . U F. t 0�4 IF j ............... ;1::................................................._........ .. : ................................_.. �P 'A� �19 4KEY NOTES FUTURE ;- 0 Et Q AFF 0 0 FUTURE e HALLWAY' HALLWAY - - H00F ACCESS AT H SEE F4A2 4O ---------------- AA --------- ---------_ .;...... .. � .....�' , ... : HLLWY............................ 209CEILING CONFGURATtON'yBLDG B TOBESIM TO THAT OF STAIR N' CONSULTANTS r O CEI'_'NG CONFIGURATION It BLDG B TO BE SIM TO THAT } , OF S'AIR 112 1 ' MEN WOMEN O SKY'IGHT ♦� 1 m 208 207 W '---- ---------------------------- ------- --_ ' F3 � I' � . z LEGEND W V A QTR RATED SHAFT WALL ASSEMBL _UPPORTED uiI— ` , RECTLY OFF TRUSS ABOVE TENANT 83 TENANT r12 I CC 211 . 206 O y 79FOF T`r NON.RATED SUSPENDED GYP 81)CEILING M C i NONRATED SUSPENDED CEMENT PLASTER ON ii. < D a F_XT GYP 80 SHTG I . p �-- H- - 2 a 4 LAY N ACOUSTICAL T,E CE _NG { SUSPENDED BELOW STRUC-L RE RECESSED Z'x.1 FLUORESCENT F,XTURE ��Mp Q [� SURFACE MOUNTED 1 X 4 FLUORESCENT FIXTURE �W 1 ty WALL MOUNTED SCONCE 1 1 PR0,IFCT NAh1F O RECESSED CAN t 1 r W O - :ESSED CAN WET_ABEL i w ii D1 . SECOND FLOOR REEL CEIL PLAN W D ►��+ STRIP FLUORESCENT FIXTURE ui SCALE 118 o Vo r V HVAC SLOT DIFFUSER SEE MECH W 1 J Z W ® HVAC RECTANGULAR DIFFUSER SEE MECH C J � � a y �, ,�RR ® HVAC RETURN AIR GRILLE SEE MECH O V O OJ STL PFAM OR TRUSS ABOVE CEILING SEE STRUCT J �.. AFP A PROV'DE FIRE PROTECTION FOR ENTIRE LENGTH U OF MEMBER PER C2'A6 1 --- - — - Q 9 4 Q ------- ------- -- ----- ------------ - Z AFF Q Q �_F____ Q Q W AF.F AFF MEN WOMEN 110 Q Qtoo Q Q Q SHEET TITLE E � l l lY 06.2499 I DATE 06 11 99 CHECK LRS F3. RESTROOM REFL CEIL PLAN I DRAWN BY LRS SCALE 1r4'=V-0" PROJECT 98010 A7 , 2 12447 SW 69th Ave 12447 SW 69th Ave F r 1 4 5 BUP1999-00733,MEC1999-00388 ELC1999.004R7 _0 LRSANCHITE.0 JINC oft 27 of 27 o1 A cm LEGIBILITY STRIPI Q 3 4 5 6 7 6 9 10 11 12 13 14 16 17 IB 19 20 21 22 23 24 25 26 27 2e 29 30 '30 at 11 01 q a H0NI ZCD •, X111111.1.1.LltLllla 11�Ll.i.ltl�h.�.►1 i111�l�lalil!I-i Llli l�)111 aJ-�la.L�l i 11I.Lh I1711J.111 I-1-1 11.111111111 1 1 1 1 1 1 1 1 111111111 8 1 1 1 1111 1 1 1 1�l I I LI111711 1 1 1[1111 1 111 1 111 1 1 1 i I I I I I I I I I I I I 11111-1 Id 111111 t1�1.� Ti.W l l.i Idd LIa.u.l11 1.1111 I.J h 1"1111 It 11�109 0 0 1 \kS,U , QVL 13D4 FINISH SCHEDULEt_VARIr,11 _ �� ROOM FLOOR WALLS CEILING - ODOR 1 E R FgAME FRAME MOW. FlRE GLAz- LEE t NO. ROOM NAME Mf TERIAL FINISH BASE FdATEFUA;_ FINISH MATERIAL FINISH _REMARKS NO. E WxHI TYPi MAT'L. TYPE YAT=F GgnuP q p D JAMB 8 q K CD FIRST FL _ F J�PWLAND, 100 LOBBY WALK OFF',S I M GYP BD PI 100A 6'-0'X 7'O" BB ALUM 11 ALUM 1 L-2 F21A8 t 101 EL BY C-1 S I M WSS FF -. 1 1008 6'0"X 7'-0" BB ALUM 11 ALUM 10 - GL-? F1/A8 1 __ I 2 o[ o� 103 JANITOR EQUIP CONC SEAL RB t GYP BD P i GYP BD P I - _ t01A 3'0"X 8' 10" A WD 7 KD 2 20 C A8 1 Ct/A8A __ 4.5 VAR! `� t03 JANITOR CONC EAL RB 1 GYP BD P 2 GYP BD P i - 1018 T-0"X 8' 10' A WD 7 KD 2 20 C2/A8 1 Cl/A6.1 - 4 5 A L11 - -CERAMIC TILE UN 104 TEL /EL C CONIC SEAL R 1 GYP BD P t ACP 102 3' "X 10" A WD 8 KD 5 20 q8.1 t _ 5 CEMENTHIOUS BACKER 105 7 ANT 01 C ACP 10 TO"X 10" A WD K 5 2 1 .1 _ 104A 3'0"X 10' A WD P KD 5 20 C2/A6 I C2/A8 1 _ 5 l BD t06 CORRIDOR C 1 - RB 1 GYP BD P'1 ACP -- 1(49 3'.0"X B'•IU" A WD 8 KD 5 20 - C'LA6.1 C2A8 1 _ 5 107 TENANT t2 CONC [E PIANS FOR WAIL SEE TYPELOOR PLANS FOR tOB SHOWER CT 1 CT 1 CT? CT 3 CT d GYP B P 2 GYP BD P 2 _4 106A 3'-0"X 8' 0' A WD B KD 9 60 - C2/A8 t C2/A8 1 - 5 I PFS. / WALL TYPES 109 WOMEN CTI _CT 1 CT-2.CT 3 CT4 GVP B P2 P7 GYP BD P-?,P7 4 _ 106H T-O"X 1'O' B ALUM 6 ALUM 1 GL 2 FS/A8 1 F5 AB 1 FZA6 I 2 ALUM KNOCKDOWN 110 MEN CT I T ICT-2.CT 3 CT 4 GYP B P-2 P 7 GYP D P 2.P 7 4 10 X 7' A Wr, 6 KO 7 ?IAB t F 1 F3/ 1 FRAME 6 CASING SEE fit W R CT-I 'T-t CT 2 CT-3 CT-4 P B P 2 'YP P- 4 109 "X '.10" A wp KD 6 20 B2/A8 1 / t Fi 1 5 FRAME TYPES - - 112 HALLWAY C 1 M RB I GYP BD WSS P-t.FF GYP BD P 1 4 tU 3'-0"X 8.1 A WD 8 KD 6 20 B2/A8 1 B2I .1 F3JA8 t 5 F - --WOOD DOOR SEE DOOR 113 LOBBY WALK OFF,S 1 _M GYP BD P t GYP BO P t _ 111 3`0 X P 0" A WD 8 KD _ 7 -- B2/A8 1 A8 1 F3/A8 1 SCHEDULE 114 LOBBY C-I'S t M GYP BD WSS P I FF GYP BD P I 1 112 3'0 X 10" A WD 8 KD 3 - C2AC+1 CZAR 1 I a• i- - 115 LOBBY C.1 S t M GVP BD WSS P 1 F F GYP BD P I 1 t3A 3'0'X 7'-0" BB ALUM t t ALUM t0 GL-2 F1 A8 t 1 2 4 t It(, TENANT 1'3 CON(: _ - - ACP 1138 7'- BB ALUM t 1 ALUM t - Gl 2 - F2/ 1 1,4 117 CORRIDOR G1 RB 1 GYP BD P 1 ACP 114A '0 10" A W 7 KD 2 20 C A81 CI/A81 5 1 18 FIRE SPRKL'RR HM CONC SEAL RB 1 GYP BD P 1 GYP BD P 1 48 3'0" 8' 10 A WD 7 KD 2 20 C2/A8 1 CI/A6 1 5 M F HArAE CONIC ACP 1 1 7A 310,X8 10 A WD B KD 9 6U - C2/A8 t C2/A8 1 5 1 / 2U CLOSET KI CONC GYP BD P t 1178 3' X 7'-0' B ALUM 8 ALUM d GL 2 F5/AB 1 F5rA8 t FZAB 1 2 i-- STAIR♦r1 C I RBI GYP BD P 1 GYP BD P t 2 118 3 0'X 8'9" A HM 6 HM 8 - F4/A8 I F4IA 1 3 A i w1 - f 1 STAIR M3 C t RMI GWP BD PF1 GYP BD P ' 2 - - _ GYP BD P 1 - 2U 3' X 7'0 A WU 8 KD - C2/A8 t CZA 1 t5Tt 3 �'X 8' tU" A HM tl HM 9 0 - BvAB 1 Bl/A81 5 ELEVATOR CAB SI M WSS FF 3 2ST1 3 X8 10" A HM 8 HM 9 60 BI,A8 I B1/A8 1 5 SECOND FLOOR SECONDFLOO ~ 5'16 VAR-f 20' LOBBY C 1 M - WSS F GYP BD 201A 3 O'X 8' 10 A WD 7 KD 2 20 - C2/A8 t CIM8 1 - 5 - _VAR-- -- + * 20:' JANITOR CONC SEAL HB 1 GYP BD F (1YP BD P2 201B Yo X8 1U A WD 7 KD 2 20 G2/A8 t ClIA8 1 4 5 201 ELEC CONC SLAL HB 1 GYP BD 1' I ACP 202 3'0'X8 10 A WD 8 KD 5 20 Cl.'A8 I C2/A8 1 4 5 204 TELE CONC SEAI RB t GYP BD {' t ACP 203 3'0 X 8 10 A WD 8 KD 5 20 C2/A 1 C2/A8 1 5 1121 S.if'.,Sabnon 205 TENANT rt CONC = ACP 204 3 U X8 10 A WU 8 K S 20 2 I C2.1A8 1 5 �IvlC 100 20G TENANT 42 CONC ACP 207 5 0_X 8' 16 A WD 8 KD 6 20 B2-A8 ' B2.AB I F3 A8 1 5 +, 1 rn'lGuld,OR 7205 7' 207 WOMEN CT t cT 1 CT 2 CT 3 CT 4 GYP B P : P 7 GYP BD P? P 7 4 208 3 0 x 9 IG' A WD 8 KD 6 20 BZA8 I B2,AB I F3 A8 1 5 208 MEN CT I I-T_I C'? CT 3 CT 4 GYPS P;' P ' GYP BD P.' P 7 4 2U9 3 0 x 8 tU a WD B KD 3 20 C2.A8 I R 5 1 t1. Spi 221 11�/ ' 61 . HM FRAME HEAD/JAMB B2. KD HEAD/JAMB @TILE 209 HALLWAY C I M RB I GYP BD WS' P 1 FF GYP 8D P ' - 4 21oA 3 0"X8 1C' A WD 7 KD 2 20 C2 A8 1 4 5 Fax. 5f/1,221.2077 ?t0 I08BY C I S 1 M GYP BD 'WSS P 1 FF GYP RD P 4 - 2108 3 0'X8 10 A WD 7 KD 2 20 C2 A8 1 4 5 211 IFNANT r3 CONC ACP tST2 J 0 x8 tU A HM B HM 9 60 vA81 5 ^ SCALE 3` =1'-U" �r,A.f .i _1 ,,1 - _ _ 212 TENANT 04 CONC ACP IST3 3 0 X tl tU A HM B HM 9 60 81'A8 1 5 STAIR I1 CONC SEAL. HB 1 GYP RU 1' ' GYP RD P ' 2ST2 3 0 X 8 tU A HM 8 HM 9 60 B1.A3 ' STAIR J2 CONC 5E Al HR 1 GYP BD P I GYP BD P ' 1ST.1 3'0 x 8 t i A HM 6 HM 9 ri0 BI,AB I S STAIR 03 C 1 M WSS Gy RD P LEGEND VARIES LEGEND ALUM s ALUMINUM f HM" HOLLOW METAL 1 - NOT APPLICABLE WC 1 = WALL COVERING SEE SPECS KD= KNOCK DOWN METAL -- _. FF= FACTORY FINISH PA - PAINT SEE SPECS WSS= WALL.SURFACING SYSTEM•SEE SPE'_S P-2" PAINT SEE SPECS Vi WOOD WD- WOOD TRIM P•7= PAINT -SEE SPECS -■ NOT APPLICABLE M= 1!4'BLACK MELAMINE RB 1 : RUBBER BASE SEE SPECS --- WALL SURFAC NG SYSTEM CT-1 ; CERAMIC TILE SEE SPECS ACP= ACOUSTICAL PANELS SEE SPECS REMARKS \� (WHERE OCCURS•SEE INT CT 2= CERAMIC TILE•SEE SPECS S I : SLATE •SEE SPECS WALL SURFACING SYSTEM ELEVS) CT 3_ CERAMIC TILE SEE SPECS S-2- GRANITE SEE SPECS 1 GL 1 N FRAME 0 _ EDGE TRIM -------EDGE TRIM CT 4: CERAMIC TILE SEE SPECS C I : CARPF T SEF SPECS 2 SEE SPECS FOR GLAZING TYPES 3 PROVIDE ALSO 2'2 x 8 9 FIXED PANEL DOOR -- SEE FLOOR PLANS FOR SEE FLOOR PLANS FOR REMARKS 4 ADJACENT RE V TE SEE FRAME TYPES WALL TYPES ?'f WALL TYPES 5 PROVIDE RATED HARDWARE ---ALUM KNOCKDOWN �/ -----ALUM KNOCKDOWN I SEE PLANS FOR SPECIFIC LOCATIONS FRAME 8 CASING (TYP) FRAME 3 CASING SEE 2 CARPET ON FLOOR LEVEL ONLY•NONE ON STAIRS OR LANDINGS + SEE FRAME TYPES / FRAME. TYPES 3 CEILING FINISH TO BE DETERMINED 7. 4 SEE INTERIOR ELEVATIONS FOR SPECIFIC LOCATIONS -GL 2 SEE SPECS ::I WOOD DOOR SEE DOOR ♦ --- -GLAZING STOP y SCHEDULE 1 / C3. FINISH SCHEDULE CONSULTANTS I C4. DOOR SCHEDULE - � - i.._- T GENERAL NOTES. 1.SEE WALL SECTIONS FOR TYPICAL DETAILS U N.O 2 GLAZING IS TYPE"GL-1' U.N.O.-SEE SPECS 1 i9 a W 2 8 i 4 2'B 3'4' 2'8 3,4" ? 8 3:4' 3'? ''2" ' 3 3" .1 3' " 3 3 3 3 ' .3 : ' [� C1 . KD RECITE JAMB @WALL SURFACINGYT1 T 4 '7B 758' - �:= W SYS C2. KD HEAD/JAMB @ WALL SURFACING SYS '� I i I ' ~ ac ! C SCALE 3 =1 U SCAT-E 3 1 0 .r• IP i1 I' II It 0 it !i y 4 _E O EO EG I� W hl - tI> I 'it I - --- --- _- - - - - - - TYPE"_3"--V LUM) _ !TYPE"1" (ALUMS TYPE-V (ALUM) M TYPE.,2„ (ALUM) - -1 _ - - _�- -- -J.r 8 ' 2'8 y2• , 3,0" 3 0" I 6 TYPE"9" (ALUM' -�� W -I E"10" (ALM TYPE"A" YP ¢ i ¢ 1 I FLUSH PANEL F4 C2 ♦ - I r) - II - --I1 - - II iv Tvp 1 ! 0 PROJECT NAME 7. Lu 5 31 I _ 1 F` I II Ij GL 2,, 1 t_ 2-'11" b 4 83/8" 2 - l+ z r "BLDG BACK IVER cr 1 o I I 1 a+ tE MP' q MP' I. I 1 I 01 EM U. I � m � I io 0o I � /,S ,� _ �I I 4'.9 i l2^ ;I I O --L� _r�-c-----' I I+ 1 f W v I IF BLDG FRONT(VE I .. I Ct r r. JI 1� Ir VI► TIP W J FIN F( TYPE"6" (HM) N TYPE'r (KD) TYPE"8" (VARIES - TYPE 11 (ALUM) N TYPE-12- (ALUM) - Q TYPE"6"(ALUM) �' ,. " SEE SCHEDULE) - " " � �� "1 TYPE"B" F LIL_L LITE � E1. E2. FRAME _ E3. FRAME TYPES E5. DOOR TYPES � W SCALE 1;4':1'O SCALE 1 J =1 i1 ca iLL - - ALUM UOOR SEE DOOR SCHEDULE I / --ALUM DOOR SEE DOOR 3'X 3 X 3"X 20 GA MTL CLIPS u 4'0"0 C �� - GYP BD O e -CONC SLAB ON GRADE W, SCHEDULE / O RECESS AS SHOWN SFE -OFFSET THRESHOLD I GYP BD ON 3 112 MTL _`- - 9ATT INSUL ON 6'MTL " STRUCT -- STUDS STUDS Q RECESSED WALT(OFF MAT - EXPANSION JOINT MATERIAL _! are"CEMENT PLASTER ON SHFE T 117LEi j CONC PAVING SFE CIVIL _ __ p �`� `� VAPOR BL XT GYP BD SHTG ON I � f _ IER DOOR JAMB BACKER ROD A SEALANT I BEYOND ^- (TYPI SLOPE I MARBLE SILL - r I ' -- t- -COLIC PANEL-SEE _ - --- ALUM FRAME 8 DOOR SEF q CSE r IN EMENT N I STRUCT DOOR SCHEDULE I > j w -LEAD SHIELD I FLOOR TILE -' -BACKER ROD d SEALANT 08.?d 99 c DATE 06.11.99 V IV I I � i a a � , a a � a i --- � - --HAT R_INFORCEMENT I_ -_ 15/1 17181, 1 15118' --HM FRAME SEE FRAME Q' I TYPLS LCHECK LRS ---- FLOOR FINISH S[F. I I 1 1;1 3 t;d" FLOOR PLAN CONC SLAB ON GRADE W/ " w -HM DOOR SEE DOOR DRAWN BY LRS ___ 3' RECESS A5 SHOWN SEE CARPET OR > 1" 53/4' SCHEDULE I YER VERIFY - VEHI STRUCT_"I ' - \ �i TILE -_ CONCRETE FLOOR /- \\ --`-- RECESSED WALKOFFMAT SEE PLAN \GRID) �/ -BATT INSUL (NONE 'i0 SIM) PROJECT 98010 zj IL 11 a 1 A881 R1. DWR THRESHOLD @ LOBBY F2. DOOR THRESHOLD @ EXTERIC►R W3. INTERIOR MARBLE THRESHHOLD F4. HM HEAD/JAMB @ CONC PANEL F5. ALUM JAMB @CEMENT PLASTER ,no. SCALE. 3"■T'-0" SCALE 3"=1'-0" - ~" SCALE. 3"=1'-0" SCAIh 3"=1'-0" 12447 SW 69th Ave 12447 SW 69th Ave. F , ( 2 .1 3 4 6 ©UP19289-00233,of -01999.00388 ELC1999.00487 _6LRS AW>MCT8INC 28 of 037 9Y LEGIBILITY STRIP om0"I I 3 a 5 c e p it 12 13 In F n �A S1 o ;=1 <_a as 26 ZI I I OI qq 6 I N_lfll rO nz Ohl'1LL�l�Wlhl�l�ll��J�W�IJ.�I,>IlL1�IJIl�.l�lLtl.l�Lilllll(III�LII1I�111I]II11111111111 ililllilil111111i1��111i1i11111ililill��lil(ILI�I11(LiIi11 IIIl�li111111.1i111i illlaL.Lid.l_�1��1�iltJ111111�1.�1�Wia tfs 31 ",rw,un.M,"yt11N'f�!""..w...., .. .__.,.._ .,...,w• +!• +w+"...."!w.r++ys+1wF" wwrr-.wcn-....,�wrnr«r.y,..y,r..n...,..m*!.TMn+"s,ea"mr,*+e+.. 1na...r_ _ xTTp:a .... .. ._,....:.. ....-�..�,..,yq,..,..»4r-eF+i-ww...., v...._.o..n.n+,:+.*l5vnwn"-,-......ra+9,r..+e,...� .•rr.wa+,rl .. .rce«'Nv,W *"'FIt!HMIF. _ �_. ....,.. -, ��A."' . . .. .A►"hM 'M'"Yl+: ' _ Mry4Y a �"�A'A�!�.y'r"ag�ranNa2e^`^.,..,.._.- ,.ww."wbw,+rno �M'.or +"w R� •w>... ..2,-,..«.".,»., .»... .,,. ..... .. .„ _ ... _ MY �. ... ,... is r t :i Wal 4 t l 1 STRUCTURAL NOTES I Cx7:UR �ENLP Al kE s E SNP i I These notes set minimum stanuarJs for construction the Drawings govern pipe to lie ASTM A501 (Fy = 36 lis) or ASTM A53, Type E or S, Geode B (Fy oxer the ge,eral notes to the iii-tel shown - 35 t•s., onvacicr sroll verify alt amers,Ons and conditions on C'rawng9 and ,n 5 Ail welds to be made by certified welders to AWS stot,ddrJs with E70XX Bela Coura'r,ote locations A ot-en,i Is through Roars, rt.ofs and wall electrodes with at•.h,tecturo', mechar.Cgl and electrical drawings Notify VLIAr 6. Unless noted otherwise, bolts to be A3115N I,i steel to steel connections r ConsjIliny Erg-reel i4li of any asscrepancres if actual condif,nns and A307 for anchor baits and connections with wood. Pr]vtde stondard f differ harp those showr or noted plate washers under all bolt heads and nuts in contact with wood I ~ I 3 Cvntrirtor stall prOade all necessary temporary support prior to '. All light gauge steel 16 gouge and heavier shall be formed ham steel of rmvet. n I vert-cul rind 'otero- load systems. VLMt t,as not teen ASTM A653 Grade D with Fy . 50 list Light gauge steel 18 gauge and retained i:. L,:..,de ony services related to job site safety precautions, lighter shall be formed from ASTM 653 Grade A with Fy = 33 list Data,' I or '. review Ilia means, methods, techniques >equrli or procedures and fabricate light gauge steel per AISI standards for Iry :ontrarlor Jr perform yr.xl, Unless we ore specifically retained 8 Do not oversize drilled or punched holes with burning torch. ;nd e,omprn,,oted I,. 10 otherwise. our wort is limited to the des'gn of 9 All drilled expansion anchors installed in concrete to to one of the w,rF Oe6,-arid un our rro,ssi for this proter_t following Red Head Trubolt Wedge Anchor" by ITW,'Romset (I C.B.O 4 Where refefer,•e it, made to ATM, II ACI or other standards Itis latest #1372), "Power Stud" by Powers Rawl II C 8 U #522.-1, or "Ktv;l, Bolt u" ` oi ,sv ue shall opply by Hilti, inc (I C 8 0 #4627) Jther drilled expansion anchors are PROGRAM ROT`S Inspectr,n and/or rib is riot provided tv +'LMr s- acceptable only with prior written approval of Engineer Install all 6 All work shall be if, strict compliance with the latest eJ•tlon of the anchors per manufacturer's Instructions Provide minimum embedment and , iPA T.,IN kEFEp . TIME AND FPEOUFNi r OF IN,PECTiON FOP THE PORTIONS OF WORK INDICATED ABOVE iN'INUUt. N,PECT1I IN WHI_H THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES OBSERVING THE tint+ m Bw'a,r,q ':.GdP •'JBC) as omni led Uy the State ci Oregon and all spacing unless otherwise noted on Drow,ngs Special inspection is SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM r c .ift,fir state and local t,.lding te,l rernents that apply. required of all expansion anchor installations unless specifically noted c r Ges.gn Criteria otherwise on Drawings WC•Fr F+Ei�UiklN-, PEDAL INSPE.TIC•N J Basic roar nve Icon 25 P_F 9 FOUNDATIONS AND SOILS. COM:JENTS DURATION INSPECTION AGENCY P . PERIODIC :ry FE';T1CN IN WHICH THE SPECIAL INSPECTOR IS CN SITE AT TIME INTERVALS NECESSARt 10 All drilled epoxy anchors installed In concrete to be one of the TO CONFIPM TF,�' THE WORK R OUIRING SPECIAL INSPECTION IS IN CONFOPMAN':E WITH APPRC:fG PEPMIT r. I, boor I've load 50 PSF E following ".-pooh C, formic 6 EpoxX Anchor' by ITW/Ramjet it C B J rodmy and S.GgrndP COn'vact an rt Protect ';pr + Geotechn,e:il PLANS AND :F E:FICATION' W d 8G MFH Exposure a #4285) or "ET-Fpa.y Tie Adhesive by Simpson Strong Tie (IC80 #49451 1121 0 �elmon + I ;ersmic Zone 3 corp Other d..lied epoxy anchors are acceptable only with prier FoolingExcavation and Com action THE INSPECTION AGENCIES ARE AS F)LLOWS 3uile 100 f fi Mechanical el,,prrent, mecronical and sprint,ler piping larger than 2 iuval ,f En inee. Install all anchors er manufacturer's - _P. �e',ternmcii EN;INEFP VLMl," ENGINEERS I Portland, OR 97905 ,r.hea in d,Orniti r n Gather .teres rudu•-.r, a hangar or support written Opp g F 4EOTECHNICAI ENGINEEF GEO ENGINEERS, INC r' a f D d 9 pport IoaJ instructions Provide embedment and spacing noted on Drawings Special FoolingF r•i worl, and Reinforcement Tel 5032211121 if river 50 po,r-; Shall be hung by i sisters approved by VLME Ari mspertlon is required of ail drilled epoxy anchor installations Fngrie«r TESTING LAB' TO 8E DETERMINED5032212077 FAX TF"TIN, LAB ,HALL PERFORM INSPECTIONS OF ALL PCPTIONS OF WORE DESIL,NATEC IN THE ABOVE PROGRAM t hanger or SuFprr'. prnduc•nq 0 Ir,ad uvt•, 200 Pounds Shall hour oddfiort.i' 11 All rolled expansion anchors Installed in concrete masonry t0 be "hwil, CONCRETE: n framing Inst•lllei I., transfer these i]ads to fne main structural beams Bolt 0" by Hills, Inc (1 C B 0 #4627) Cast anchor bolts or other _ TH , r or *oil unless ctterwtsi aFpfGved E ',ELE_TED NSFECTiON ArSHALL HALL BE AN ACCPEDITEG APPROvED SPECIAL INSPEC71ON AGENC, EMFL^yFG E' drilled expansion anchors may be substituted only with prier written Placement of Fe"forcing Steel ko Slat-or, iJe En weer THE JWNEP OF GiIWNER'S AGENT, NOT THE CJNTRACTOP OF% SUBCONTPACTr*, PER J 8 C SECTION irA 3.5 'i These Drawings t--vP been prepared solely for use m the construction of approval of Engineer Expansion bolts installed In masonry to be q - the Tigard Corp., )Ise Center projrtt located in Tigard, Oregon g D y THE ?PEDAL iNSPECTnR SHALL BE RESPONSIBLE TO THE ENGINEER OF RECriRD Let installed In fully grouted cells, in on area which leaves a rri,ntmum 3 Plarement of Feinfr,rr rg Steel #;r E e,oted F c,Or Slobs En i Prr THE SPECIAL INSPECTORS DUTIES Rf..APDING THE PORTIONS OF WOPF ARE DESCRIBED IN U.B.0 SECTIONS 1-01 3 AN: 170' T ' 9 y THE SPECIAL INSPECTiR SHALL BE A GL,ALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE. THE Pos:esr,:,n of lr,••se Grawlr,gs does hat grant a license Ia construct or Inch distance to on edge of the masonry unit and a minimum clearance �f r - ' febnrate the while, or pints cf this prnje,:t in other locations. t-1/: inches to the center of the cross web Install all anchors per Placement of Reinfureing S1reI for ke�nforce-1 *oil Pone En their c , C 'o• '" manufacturer's Instructions Provide embedment and spacing noted cn - _. 9 ATISFAi_TION OF THE BIJILGING OFFICIAL FOR INSPECTION OF THE PARTICULAR TYPE OF CONS'GUCT'ON i Drawings S ec;ol inspection is required of all drilled e. ansion Plo,In of Concrete for Peinforred Slob-on-Grade )P UPEFATION FEGUIRING SPECIAL INSPECTION. 9 P P q D 3 v Testing lot w •' - 'i Jnchor installations unless speclli._glly noted otherwise an Graw rg, - - - FRI,:6 TO THE BEGINNING OF CONSTRUCTION, THE APCHITECT (OR ENGINEER) SHALL CALL A PRE-CONSTRUCTION r* 12.All drilled epoxy anchors installed in concrete masonry to be "Hilt. Hl- Placing cis Concrete #)r Elevated Ficor `-obs 'e:a.^; -at MEETING MTH AFCHITECT, ENGINEER, BUILDING OFFICIA, CONTPACTOF AND SPECIAL NSPECTOPO TU REVIEW THE S ., j 150 Adhesive Anchor" by Hilti. Inc (LC 6 0 #5193). Other drilled - - --- ,PFItA�. iNSPECTIr,N REOUIREMENT, epoxy anchors are acceptable only with prior written approval of Placing of C inc,ete #If RP nforcert Wali I-•tne s ttif, „ z s Eng neer Install all anchors per manufacturer's instructions Provide - - 4 DUPES )F THE SPEC AL INSPECTOF TO INCLUDE BUT APE NOT LIMITED TU' 1 Pemr,e .ill r,rganL mO',rnal ar0 tonal from areas under the building or embedment and spacing noted on Drawings. Special inspection Is required Test Cylinders for LOrofete -.ver 2500 ps 1-,,, 1 ur ier /.]ved irei5 p 9 9 D C 9 e rq cin aj ACr", W EC ,c THF r>PECiA: INSPECTION PPrx;RAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, I r M au drilled epoxy anchor inytonationsrF .°,i c THF _QCA, JURISDICTION ' Fill lefial "r cVr5i9f L.1 •) 4rgnt,Iaf motet i' or COniitlCne0 site installation and 'Concre'te PIJrrr..eni for - ' i are, JI Place fill in lifts not to @need 8 :riches and rompoi:t to 92% rust shin„ bolts and Embedment Plates 'esting Lab t? I--[ A. NSFECTOR SHALL 'IBSEPVE THE WOPli FOR :ONFOPMANCE WA'ri THE APPROVED PERMIT PLANS I OIL : 1 stanei'ird ASTM D 1f11 lir der faulings under roved areas and under floor ;TEFL uOiST ANL F 4i.JNS ALL DISvREPANOES SHALL 6E BROUGHT TO THE IMMEDIATE ATTENTION OF THE Y III abs. [,r nt1- rs A,ir.,s„e An.-.ors II, as in-if Dr wrls `, G FOP CORRECTION. 'HEN. IF UNCORRECTED TO TPE ENGINEER AND TO THE BUILDIN-� OFFICIAL 1 ', Base mater,i; immedidtei under slab tr, De 6 inches layer of compacted be c-ntlnuousl ;Demi 1.• n] nstMlnis El j E'�l',f cr; r it e y Ye r Tt" .I E•_ .:, 'NSPECTuR SHALL FURNISH INSPECT ON REPORTS FOP EACH iNSFECTIrJN TO THE BUILDING CFFIGAL � crushers I. wIs, Ins, their 5% passing the number 200 sieve, � 4 ^4 Ar-' TEST, ENGINEER, CONTRACTOR AND '.OTHER DESIGNATED FARTI i, I A TIMELf MANNER, AS 4 pw sper�'.,a,.,,n:; the 00d.ti0ral �nft'tmalion. f .P7-,. E-01- Vie,1.7.• :, ^,... p.. •�•.. i' ( c - F' ES N i Seel plats shall De designed, fabricated and erected per Sit Standard I"' B •i' ""p�" '•,', �c E.,TA..r H AT THE FRE-CONSTRUCTION MEETING. I Specification 2 STRUCTURAL WELDING AND HIGH--STRENGTH BOLTING: ?HE Sr'- a• NSuECTOR SHay SUBMIT A FINAL REPORT STATING WHETHER THE WOPO PEOUIPING SPECIAL Limber ou joists with standard cambers per above Standard Specifcutien , .,FF �. Aa NSPECTEG, AND WHETHER THE WORT IS IN CONFORMANCE iM'M THE AFPFCVE: PERMIT FLANS t• ' - unlvid noted on tht drawings. r e • iss Fills-' Ar"I.: t « ir,J ,•.,c��••� AN' ;,FE-'Ir�r• ,NS AND THE APPLICABLE WOPI MANSHIP PPOVISIONS OF THE OSSC 3 Provide bridging as called for Dv above specifications Do rot use a Testing Lit slotted holes in bolted connections unless approved by Engineer a „ .. `• G TF . OF THE CbN' )F INCLUDE. BUT APE NOT ._IMITED TO' Fillet +Welds forger r - '- T ,f�r 4. Provide ship drow,n.Is and calculations that indicate joist saes, T F r an' pressure :sirs psf LL plus (il. per Gnotechn,cal Irrestigahon I _ - t q ,Jt ti THE SFt. -AL INSPECTOR THAT THE WC;;o ;; FEACy FOR INSPECTION AS LEAST i4 HOOFS BEFORE p Pared t' IGe� En mixer•_ Inc dated Afar,. 1998. oohing, member sizes, panel poet imen,locations, cambers, oritihop d g dna any 9 re „traSOr 'resting F„II-Peneh..' -,� *P�i• 2 y 9 other ,nformafion that may be pertinent to ere pb. Shop drawings and ',lormor! Fr ,-F „n t 1,)p +r , s All 1001,r qs to tear On him uh d'9l urted SOLI Or Jppf0 veil compacted r Jme and BfOCed - 1«qt.^ ALL fill G 'ING r' C r I, H r . tI T e colcutoti�ns shall be stamped by in engineer ,the product engineer' .at e: E� N, SPE_ Al N PE_ .N SHALL P_MA:N ACCESSIBLE AND EXPOSED UN"IL HAS BEEN O6SER'v'E: I fill minimum 18 P hes Lei,* final ;rite NrA.1y VLMI, before proceeding registered In the State of Oregon. ,rd Feld Willi Applications ;e„• ;errs ' & J AND INDICATEL TO BE IN C0NF,jPMANC,E By THE SPE' AL .NSPEC TOP AND APPROVED B• THE BUILDING OFF ':AL 1 any ur,.,suai r ond.+,or5 ;to ion:Qunfered in the footing excovotici 5 Provide Inspection report prepared by the product engineer certifying Bpi;VIDE 'H:- P P * c A-- j 3 Do r it e.,.hate c.over #nor 2 1 sirpe telow footlrq excavations xI it • We.11ng and We,led 5'c S E:'AL INSPEC' WIT- A cc C AOFP0VE0 PERMIT PLAN AND SREI:,FICATiONS AT THE :GBSTE cc that the p.sts hove been fabricated according 1O the design ossumpt,ons 1 4 ':lean 1 fo,.tinq exravat-on. it .nose motorial by nand and requ,remeMs Rerort Is to occempony the joists on delivery to the MAINTA,N A' THE JOBSITE ,_riplES :ir ALL FEP,.10% ;UBMtTTr.D By THE SPE-.IAL N`_PECTM_R ( t F.r,1Jaf.an5 n+ay I— ma.7e urder contiruous fnatirg5 for pipes. Backfillproject. NP •^.y .r Frntnr._1 `-,fPr. per t).F 17, ) ` '..Si„•i .lr h. I- np-ii-i h, Gortechn,cal Engineer 6. Joist erector shall etercise extreme core during erection ' «•f gists t0 - 2P1 N +,r,_^q Steel fGr EmteJ c.fr' prevent the joists from Ducl,ling laterally Use spreader bars for E�, ,, ,, e• -, lifting joists and prov de lateral bracing as necessary Rtm(:ve any damaged joists from the job site Dc not attempt to reinforce damaged WrI ,. A"O6 Feinf,r. ng _#e«, for F• tsld Plates ),;,Stst.r q -at Fit, w' ar. ,m ii'er 2RUCTURAL OBSERVATION 5 UJ .� l�If► STEEL F ijCF DECK �g” St, r,Tth ..N'x i A490hi X) Bolt r., r.. ]. :i t Ir .: qc yi c.i ,N FIE..- r,_F SAIL`RLN':rH EE��ZSF -l r rF: _E_ MeS NE AL.EN `M`F ^`E-_ `E I `•CHETth A.Ia,ig,: 28 tlay :ring r.+te Strength determined b ob r 75t IOb f `. ,!".' ' F _ A ` HES L E E M J �' , P . IF . • •N Pc ;E AN, ;IN .HES THAT HAVE BEE". -,i65E EN TL' N 'A...E^ 4r"-f-c. :a, 6t HEM N PA, 1 I - FcErJ_CE "E;Ecv'ATIiIh B+ '1•+_ ENGINEEL CF cc :kD AN AGCFO.AL 6• •PGF EN, i`i RE--c: 1 urerl cyi.nler Is' to O• ml-ote,i below plus inrreoa! JeponJ,ng On the APPROVED FABRICATORS: •, 1 e '!,t h,DF JN FP,Ii: MUNt'cA` IN. �E-T'•1R ANS A T•" c c c ESS E1 THE N• C EP F_A.cEM_N'- N - xI '.. A•.� REF.A':EtAENT OF ANI F'NISHES A%. ":h =AMINv [AVA:EC B, - : r%i-, IEMt., L cr r t pearl stat•iotd 7e.Iot.cr a spin•: bei in 4U Sty P ovidr mix 1 steel floor decl, to be Verco or poor oFPTovea decF manufacturer w th :fr .r a .,,b,, ,tted i ” a E, 't-. =.HA T THE Ra -'p'S Pr c 1 TMS P r -ie gas I, Engineer t1r all ;r+ncrete + be usM aIriy stet au mi. ICBG approval For unshorea constructic,r use minimum twee span I,;yuC fur.;, Steel, +;ill LL BE E ..N _ EXPENSE. N_ E ANEP. ENGINE.-!: % des ;„s +-r prnF•.Se+ area of ,5e ,nless otherwise noted an Drawings. Depth, gage and attachment to be as r - y i Mrs mum IT”. feaL.'rrmrnfS 5t, n 9s w Or GrOwih r �, _. u,r 51 2 Ar- wilding it, be it conformonc• with AWS-DI 3ki- - ,N� _UD�ti': THE ENGINEER F E.P;,hr�ELF F:' 'tiL � F A. ”>Er`. ''!'Nv T!'E Lhrat,,,n omF,resswe jlump Ia` Mnir,um Aan,,.t.,,es STRUCTURAL OBSERVATION: RA i A- ANC APrROPP'ATE SLeu-"NT�AC'CPS SHA,. EE F._ tr: cE 'EW D''A!i -." ,Tp+�'r 'PAL:, OBSEWv finehea) (Ibsicc nfer,t - ,.-1,,j. �'bse• ]L�n 1- r. Th,s Shxx0 EE , _ - 'EL ROQF pECM a - Y1,'r ,a• 'HE ENGINEEF' SHA�,L FERFCRM S'P.,LT,FA GESEPI` Ili A' TI-' c^' ,WINI. STAGES 'F ,4 +0 O APER EX'A,A*ION ANC PLA'"EMEN' :,F STEEL. 6U' BE;,-:;E a'c,dE..- ,F TF ? c N- AF'EF --TEEL EFECTIGN C WE ANC OF OECiiS F,-,nhn•S SOCIO 0-.`. 47D Wane c. Slat' v t°.0' A 51:- WYPA It) ti 'i. ,F N ^: III AAL.`, AND f 'HE ATFRA_ PCF,:E I feel roof decF to be verco or prior approved Jecr man:,IJcturef with DEFERRED SUBMITTAL (BIDDER DESIGN): Grade CC Id' ICBO app,,:vol with minimum three span layu, unless otherwise notez, c,r 'r-AT C:vFF AN, STRvC' 'ICAL 1 nfa•„n) Drawings. Depth, gage and attacrmert tc• to as shown on Drowngs l v -WEE _'FPL ” - — '. A -• i, SIaL•, G 2 At welding to De in conformance with ANS-D1 3. — _ ST:PWFP17)NT AND �” � ,: TEtit; - - LL SUe T W' NC ?SPO 2-4 ri' WPA � N x' r' h 'E -'= PA f1F ,EF• t. .MA t.A T A FEC. R T,� ,� CG A , AFF b 1 lexdwic, AE (c1 _ -__ __.- _- - - - h F AAN N. �l - 4: : -,x, _,1E SI-IAL .'B cEF.A�.'NS MAPF 'ME w.:l C' ^A_ `iICN•IF, ' �R 1 FIRE PROTECTION -,STEM _ . A+ t,. _• ` FC iNalls arc 4vVi -4 517 OA TEEL STAIRS Columns FT20 (rep SH'JP DFAWINCL Mlscelloneous t Irto 0_5 4'P WPA METAL. FL�'C'R QNB' r'r,�_ F TAIN NL; INAuI_'i, (PE NVII PCEC' S.'tL ' Gtr:ide srnp drawings for all structui products delivered to I project. -tv1F(,NANICAL/ ELErTI Ii-+�--� a Slunlp exceeding spe,..fied limits shall r:f be irc wporateo in the ;h,)p yrowlr;s of bidder designed items are to be prepared by and bear the L prplect r•nepl ty written opptcvd from Engineer stomp Of an %began licensed rngirseer (pn:avct engnill Such drawings t WFA wa+er reducing agent shall ci that the draw•igs have net dev ated fT.;m the vi_Mr design I- i c AE it, -ntrumment any way, or shall Coil to the attention of vi.MK th,if the product enginee' il Up (n 1-' Q% c7lc,urn r.hinride IC C i ollDwr'; 1dr,ng cold weolhrr has devoted from I vi-Mr, Jesign drawings Such deviation may to causeN:iE S:'BMITTAL L'OlUME4'S r')R DEFERPEL t�M"'4l 'EM -'^A ; I.0,1 ^E:- •1c -" ` - iM.', '• c,'- e Poz'viRc .v (F-'T2O1 rP•4u,recl for ad :cncrete placed below 40 , for rejecting the shop drawings. Engireer w I marl, up a maximum :f th•ee W4-IO ''HALL PEVIEW THEM ANE FOF'WAF. +,'., TH; :.N.,�••I AI'" N �r. ti. •.'N.- .. t•^�.•- degrees F,irrnhe.f sets of shop Jrawirgs If more than trree sets ori required, submit one bUBMI'TAL DOC'-'IJEN'` HavE BEEN REVIEWED ANC THE, MAvE r �N ~ N. N FNE^a ti: IaN, ti l ? Use Tyre I remsi per ASTM r-1st; unless otherwise approved set of roproducibles (sepias) FON submittals w 1, not be accepted w,thout THE 6U'LUN.; THE DEFERRED Sl181ti ITEM'=. SHALL NC'T PE v_'4, ti i' 1141 ". a "• N' ! 4 Aggregate to bP Per Ac TM C3x ;:P to he 1-1 : inch minus tar du list prior oppr.vol All submittals shat' to reviews! and stamped t.y contractor HAVE PEEN APPF•JVEC Br THE BUILDING OFF'D.AL 1 *0119 and Siat.; in. yr,Ide Ali Other c,;ncrete may use 3,4 inch mai, prior to submittal to Engineer aggregate s':e -o ,of •„se 3 4 ,n._' minus aggregate ,n slobs on grade `••. Water reduc,nq o]••rt (WRAj StJj' to F,Olyreed R-1 of Duracenn 55 apclied JI f I P, ^i5 Cerner,t C:imply with ASTM C•-494 I A, e, I, ,,, •••' n comply w'th ASTM C-260 and to 5% + •- 1% where required i Acceleratris 'Pc 20 non-chlotide for components exposed to weather it the c-mplP'••.i •,ir.,,.cute i iii extorter paving, etc ), calcium i chloride n ir'ei ,, :;ti an graa.x Uuontity (dosage) to be determined 1 by c,orltract,;, r J uc• ,vo! obtaineJ from Engineer prior to the use rf occrlrraturs 8 Place and •ore r I.n,, rte Fer ACI codes and staniards. Q 9 Provide cuntr, ,ruts r nfet,or slabs an grade of 25'-0” on -inter each way maximum un,e5s Cfherwi5e sh.,Wn On pians Frc,vide heavy t1/4 inch) tooled le,mt% at ` J -', center in all e•trncr iii unless Ott.erwise not"i 1U 3leeli pipes : cundu•t9 Of aluminum shall not to embedded n i i stn,:tu'7I .oncretr unless eflecfvely coated, ! fv, jhLrRCiNG LLI J1 co 1 1 All reinforcirq steel to be ASTM A61E Grade 60 unless otherwise noted co All reinforcing steel which is t•, be welded to be AGTM A704b ur,ess otherwise noted j 3 Fabricate and Install remfc,rring :test ice.arding to the "Manual of Standcrd Practire for Die tall-nq Reinforced Concrete Structures" ACI I 1 'tond.;td 315 r \ Q v i V a 4 Provide "'•-^" _''-0" corner born to match horizontal mini,.rclnq .n poured- ,i-place walls and footings at all Corneas and Intersections. Splices in wall reinfor,.rng shall be lapped 40 iliometers (2"-0" minimum) dnd shall be stuggered at least 4' at alternate bars 6 Ali openings smaller than 30 inches + 30 inches that disrupt reinforcing shall have on amours, of telnfor,ing equal to lire amount disrupted placed both sides of opening and extendinq 2'-0" each side of opening jrA ff1 Provide she fallowing reinforcing around wart openings larger than 30 V V� inches .IC riches. unless othrrwiae notes m Drdwi o t,21 05 over opening x opening width plus --0 each side (L• 05 under opening , openinq width plus 2'-0" each side I ( (-'j /5 each side of openirq It full story height 8. Prov.ie 10 degree hoo► for bas it openings if required extension post openinq rannof to ottaineJ 9 Provide (.. 05 crntinuous bars of top and bottom and at discontinuous i ends ill walls u•+'rss noted otherwise in Drawings 1 10 All w ,r be placed it center of wall unless shown I _ �• I o hero tin ..n In Ili (Ii iwmgs # 11 Provide towels on- matings to match all vertical wall, Pilaster, and - - column re,nfor,iny Ip.-)ured-m-place columns and walls) 12 Alternate enas of bars 12 inches in structural slobs whenever possible 91 � 11 Provide (2) #5 . venmg dimension plus 2'-0" each gide around all j edges of oprnlrgs larger than 15 inches a 15 inches m structural slabs _ I an pace I! . #4 4'-0" at 45 degrees to ea.h corner �DATE +6.14.99 I 14 Conlroctor to provide dedad ad aJditional reinforcing •egwred fur lilting tilt-walls 1 STRUCTURAL At MISCELLANEOUS STEEL CHECK: - JEK DRAMV BY.- _ _ WTW; I Detailing, fabrication and erection shall conform to the steel W i Sint ruction manual of RISC =1 PROJECT 962029B145S-LOWG 2 All steel W-sections to be A572. Gr 50 typical unless othrrwisP noted 3 All steel plate. angles, channels, to be A36 typical ,mess otherwise noted 4 All siructur0l tubing to be ASTM A500 Grade 8, Fy = 46 ksti All steel VLM# PLOT DATES SO.0 1C 2/98 14 54 !:i MPV 5/12/99 16 3i1 WTW 5/20/99 7 32 35 WTW 5/25/99 8'4541 ARM 'F, 5/28/99 / 16-54 19 ARM /99 6/7/99 10:38 55 ARM =0 IRS ARCHITECTS' 97 98145SOO dwa 6/1 12447 SW b9th Ave 0 12447 SW 69th Ave BUP1999-00233.MEC1999.00388 ELC1999-00487 29 of •37 29 of 11 37 LEGIBILITY STRiP 34 5 6 7 6 9 10 11 12 13 14 Is 17 le 19 20 21 22 23 24 25 26 27 2e 29 30 i ZI I I NONI 11111,110a01 CDa S tr .7 1L.[Jfi IJ ` I.lal11jifiLI! : OF ash t 001% 4 E o 18'-4" - o `4 -4" - - tq 4„ 3( ---•---- ---•-•yam-- -._ �-.. 3u-C --- ---------- 30'-0" E83 E KN �* 7E:aESELI N C.SEC, -.LAB r 1 _ FILM, C C J _'to 2,* 1 � 0 SEE NOTE E ( ------------- - { + { -- - ✓T Fl_ _• 4 )N� i 1 I 1 V { • r - - - . - .-- -- 1121 S N salmon 41 o Po t l 100 '�; Portland. c7R A7:U5Tel 5 ,32211121R :TF : A5 LE,:. RE^ _ fn.: 503221;07i _-0•O.F G. v I \��' F F = .! T. G. 2 0' I T.O.FTG. I ! ','M`_ - 1,4E 1 tj.F�G n ! 2 w: t I -5'-0' !/ T.O.FTG. T.O. G. T_ I BLDG. BLDG. A B d C i —1'-0• s I , 0FTC, - r i - 1 1 I ` I - 1 ^' -2'-0' -3'-0' •1 _1 - --_ - - - a n T BLDG.G BLDG. A B k C 5 cc I , c`mil f-S.�— • L 'C F4:r • h -2'-0 -3 .\ 4'-0' c ,n• N T.O.FTG. T.O.F'TG, \ w T 0. G. BL&GC BLDG. A •� fr �.CA I I I i I I -2'-0• L� -2'-D' -a �' 2'-0' T 0 FTG. f1�- 1 G. I I T.O.FTG ( - - T.0.FTG. cz 1 --- - - - - - _ - -Ti ; t -- - - -- ----- -- ------------•---------------------------- ---•-------------------------- -- ------ --- ----------- --. _ t - - - --- - - -- ---- - - - ------ - -- -- - - - j -SES -3'-0' AT E -4'-0' -c. SEE V_TEF E BLDG. C A' SLC , 'INL'r lu T. G. r v BLDG. C j 2 --•_�- ) L� Y a , - - FOUNDATION PLAN i COLUMN AND FOOTING SCHEDULE - Z :_)LUMN F�DTRNG PE '.,F,r- `iN'� F;r,IT� Q TOP + �) CUNCPEtE TIL' PANEL -h" 18" CEEF '-NT AVD ac '-'M J 1 L� (5) 05 CUNTINUOUb SCTTOM WITH (5) 05 ADDITIONAL, AT END'. FOUNDATION NOTES: Z C1 CONCRETE TILT PANEL 3'-O" 20" DEEP ._ 'NT. 14\ I 1 X'-X' Y I (31) M4 CONTINUOUS TOP WITH { I N4 TIES 10" OX , FIRST 12"-0` _ D4' ?F EACH ENDA' ri r, ri• .1 1\ A 2 '9'-6" ■ Q'-F" :e" DEEP (9) N7 EACH WAT XV['' 1oANE� ''PE cx. 'E E :Ht I i( ANL, ;F r-F FANEL LLEV-%"%NSEEP /,7) 06 EACH WAT AT ;,1MILAF SEE 7/52.1 NC 'ATE F4NE. ' INT— - - 'ND,,-ATES • -NTF_L .0INT ,LE GETA . It,S- '' �NrFA._7 T LL HA: 'yF OFT)-)N •U A,Jtl' T ..CNTP.'_ „C.NT '')CA'ON ` A'r) I H'--Q" 8'-U" A 20 DEEP (9) 05 EACH WAT il,11,4 ECT T(1 APVP,�VAL E N THE ENGNEEP —- - - NDICA7ES FI.JhNG STEP SEE PE TAIL 1; 52 ') F OP 1-1 ,.L Pt AN `r I;4 G" 5'-O" . t6" (EEP (5) M4 EACH *AN VEW CF BUILDiN:•S A. B AND C SEE ;HEE I A' t & ti , !y� --- - ._- --- - - - - -- -- - ----- _- - NIti.4` N�AFTE -IL'-:IP ANEL' . ' 2Q 6.30.99 CONTINUE REINFORCEMENT OF AD IACE4' ;TRIP F0()T'NG INTO T5 5 +;4 g _..• ti•_F• , .8" DEEP (El N5 EACH WAT �, 1 A, T `EPII . au CIMENSIIJNS N:TH APCH TECTI_jPAL [A;AWINO. -- -- FOOTING CENTER FOOTING ON TS r'OLOMN n NE, VVEDIATFL ' F ANT DISC PFF ANCIES (P IOP TLFAEIRICaT',V! I (9) OF. TRANSVERSE I.ONTINUE FEINFORCEMENT OF STRIP FOOTING THkOUGH - - - 81 TS s . 5 . 1 .4 1 6'-C" • 8' 20" DEEF d , WE^1'4'E; PANEL NUMBEP F)F CHOP DRANnNG our. V4T')N CNL' (6) 0 LONGITUDINAL FOOTING CEN'Ec' FOOTING ON TS COLUMN4- --. CONTINUE PEINFOPCEMENT OF ADJACENT STRIP FLUTING INTO IC FFFSS „AP AT SHCvFRS, 1/4" AT ENTRANCE WA, - SEE DETn.. lI1, 5. 11 r T ;1A E E 14 �y C; TS 8 • 4 11 4 SIZE PER PLAN 18" CEEF N` AT 12" OC MAX EACH WAY FOOTING SEE 15,/S2 1 FGR COLUMN LOCATION 11 1 SLAG ON I,PADE HA5 NOT BEEN VERIFIED TO SUPPORT (I ANE LOADS _ 1'—e" SOunRE —� — — —_ ONT4ACTOR TO VERIFr ^EQU!REMEN`� AND PFOVIOE RE,NFCFCEMENT EE DETAIL I)/S. AND tO,'S5 CR LOA[ DISTRIBUTION AS REQUIREU CHECK JE► t0 COLUMN WITH -0" . 3'-0" 1Y DEEP r31 M4 EACH WAY ORA*N (j'r �IT�► T 4 . 4 . 1/4 t2 ! ND!CATES - _OVTINI!nu: FOOTINr, 5EE SCHECuLE CONTINUE REINFORCEMENT OF STRIP F001ING THROUGH +- t1 CONCRETE TILT PANEL $IRE PER PLAN . 1P" DEEB (6) NS EACH WAY FOOTING SEE GENERAL NOTES FOR CORNER BARS. \ I U.N O INDICATES UNLESS NOTED OTHERWISE. F'POJEC 90)20. ; 98145SII.DWG 14.) H INDICATES NODE FLANGE COLUMN - SEE SCHEDULE.. DESIGN SOIL PRESSURE. 2500 PSF DEAD LOAD PLUS LIVE LOAD. 15) a INDICATES TUBE STEEL COLUMN - SEE SCHEDULsisi VLVK PLOT DATES- SEF SOILS INVESTIGATION BY: GEO ENGINEERS, INC MAN 1998. G;2/98 15 3 1 7 MPV 4/28/39 9-25,11 *TW 5/12/93 16 29 39 WTW 5/20/99 '.3. 44 WTW 5/25/99 10 2243 ARM e 5/.7!99 A 47 3 WTW E/10,19 1655 1 ARM mc lk5 ARC"ITE�;,19447 :• ""r • T '/36/99 t 1 10 6 NTW ......._ Dot�� vr. 30 t SW rE�v4. tlUpi194•tltl1a7,ME:C1899-tl03Et ETLCt994.00Ilt LEGIBILITY STRIP O 2 3 4 5 8 7 B 9 10 12 13 14 s 17 18 9 20 21 22 23 2-% 25 26 27 28 29 30 IQmna cm J_ C DE I I I 01 b HON I 2 IOU �)ltltl�a►L.�J�1a1�t1t1�Ja. �.1 11 a1111!1>111LL[l�) �LI11i.1]LLIIILIIii .II).IILI1LILlIIIIiIIIIIIIIIIIII1IiIIIIL)LiIIIILILIIIIILIL)I)1II_Llll IIIIItILi)1)LLIiILI1111111I1.1111.1.)I1-11lILLLIl>l)1a.��llL�lLli�.LW�J�It�tl�.(IJ�l�l1laJ.l.l oa y k`, T,o: 1 a 4" 1,'6" MAY SUPE TOP AND BQTTOM SEE PLAN N-rE F w00C FCIFM IS 1,SE[ FC'A 1EPIFi WITH ELEVATOR SUPPLIER r i Al — E+, MEEP WUOC ,NET PEFGRE ---- — -- GI•g .{ CONCPE'C POLR TO PFEVENT 3,'4 8 . -8" WTH L4 . 4 . 3/8 W' 3/4" DIA 4E84Il:r - 3/4" . b" DRILLED ANCHORS A' 14' OC. 2 %ELS,3N STUDS - SEE ARCH FOR LCKATION �,h" F.AC,nJS T,."'_ED EuGE �F r ( 8•v SEE PLAN FOR BEAM o•tttwn vla KEY / LOCATE VEr AT MID 1!2 TIP. - _ LAB DEFTH r / LC14CRETE TILT- I'F Wt.LL (�RI[J 7 �Q �Y `• _`,4 �� • I BEAP,NG PLATE - 314'_' THICr' U G N 'fit' �►P'- • " • •1 / N4 E rJWLL' 0 -4"r '— I AT PLAN WITH (4) 3/4* DIA DRILLED S E. 0- 4 AT 4'-0" BENT OVER WALL BAR ANCHOR BOLTS 5 1/;' MIN EMBEDMENT z _ _ f i_—~�• _ E GED PG'C c { 1 r N4 • 6' AT 4' OC / IN ,nP ,NSERTa. TF�J:H _-HEI. .--' )L'jMN - SEE PLAN 1 ! ALL )T. '. �'NT. tr_ EaE C % y L 4. L M4 AT 1. q F HORIZ % '� Imo,' • -dDEWALh P+ [ ,c. N' :M.Au TO Cr'iLG I rt. P •.�, .{r ATI I � �" F I,F(j , r 'Ir 0?HERS E E, ;*UN IS F Ly F''F NE '�•, CO-CLF / E N l N HF'✓U'.H JOINT �E N4 _ AT - MOT, EA'r E_)rr OUT aAB FOp tv C%I,M COLD KEYED CONTROL JOINT ti ��. , EATSIDF"aN , �ol� r - .i ( FLA r �FAFTER :GI_ 'FAN .S PLACED N�E. s l t-f EC ^r ' EYPANSInN JOINT ~► I 4" ry �/4" DIA 4' D N4 A? 1: , w 1 n.. ;%.' � - z_ .: ,. 4't NUN-ShRyF N STUDS AT 24" OC EACHWAl <i i +A TFGiA i }I . - - - , EACI FILL Iz LIXIX-, ;iUT ►~ A, 4" y �,r r GRATING / :.E OF WALL , �. C :N,Ft TE ,, r.J41PaCTEC SAND CR I '�'H GPEASC_ Li.. wf, N ENTEF 1 _ _ - -- f E.. RQC• !ySIGf. s. .)a +iU T ci. - • • F r f. c THE ZI • • cF M r ANE,S AT 9* F E k1 N!4 M rtiREF. ",NIMS PEF PANEL, 1 -- ��' I I ;-ir � .. � N ,,, rMa ,N � A". .c. 1_' W,•r,'y .14 ..^�Ja;, o - - / '4 • • • I . • • �F raNEI F' J�Mc' rD `� ;,•,rN,. - - r. 7. 11'1 c M Salmon r COMPO TED u:fP 100 r. v Portland, UR 97,05 C OWELEL ;-I% 1 n i • • 1 T GF 'rC f NL` V. NE 4REwE. „ . •E , }) N4 EA rr ,qA, � �T L c �.. 1 I • • • + ._... • • • / • I Tr! 7r)T 21 20' 21.11.! %F ti E-AL,;,N o.. . AO 1 o' REOUIREMENT', A .. .IE Fax 'OJ 2' J7 -1 r DPAWIN'::: ANC FAR :5 F'f'•, L!v_: , , ,. ♦ r r'r0U^'EME%'; - _�• AND gLHTICAy„1 L� 4 Ai x T , ELEVATOR PIT SLAB AT DOOR OPENING SLAB AT WALL POUR JOINT T - - - - INTERIOR COLUMN A ! FOOTING • COLD DOWELED CONTROL JOINT - ��•• ti' ,v , .. +, AN, A°, ,J04NT WET SAWN CONTRO'_ JOINT RENFOPCINGLrRAE aPLAN wnTt,vEF J uE. F NF FON- r' • ,, SIT � ' 1 I r `;iC: PEIN�CIF(ING -T." - _EAP 7F .,;)INT z 1� r .. .•r. rF•11 (c r .. .. .. __.- - - - T �7F a�,rNA[E'v7=~ NF , THICKENED SLAB EDGE FOOTING SECTION - FOOTING STEP PIER SECTION 0 WET FORMED CONTROL JOINT TYPICAL CONTROL JOINT • •'- - _ ___ ;__ _ :� ,A. _�_. I N ,. ). - -- -------- EE AF Iv n•-a T, - 4.. _r ^, . --- - --" --- - --- LL% L-A•. ` 'd " " ' 'v PLAN w a 3 » o c XFA% ',N A% tiC'F' r.APCC a _ rJ y sy r r +, .: a = a ILA r, c = 4" E t aNC EI -c ry _ w' '• r" 4" 4` a.v 9 M N. EMEFDMf N' ,� yr,'�. = c' • [ .", • '`• --C .'.CCN TGn, rH . #4 'e" ""1 ..1','F: r_ ,VA• Ara r A S �' »NL S;.tiL o._:'E A r. I. a'%JU ,a-y -- —.-.. ► %. __rE 4NE LL - W VI_ 4c TF;. ,OLL'M'v E: _ � • .f- -_cy'I . • • / y�T - - - 1 a C •` w F, N T: L� UP AeLL SEE PLAN i:) I y ;o - , t '•�,,,,•. •i•1 Nrty-SNRIyr F 'E' - _ .'^ • N -?E .�, ,�•'. • I e , .I'ti 1 ON ,, r ., rya �^ - - %*90 1NN', \'. .. 4NL f-i j Ir C" _ N SFE l' f N SOL SEE AV'J,'L FOP LOCATION ( I r----d EAI. I I ui AND C'L+t NS10NS - CANOPY COLUMN FOOTING DEPRESSED SLAB COLUMN FOOTING AT WALL ___ TIN: �.'•� N4 � _ _ � INTERIOR COLUMN AT FOOTING - I L '1DFAWIN<. 991 y5' N iw t = N,.TE ;EE SITE PLA% c"vp CIZE aNC ✓aCATuN y 4: / DOOR So�TEM t3, CTHE!'S TRASH ENCLOSURE .� NFE_pMnTIoNFOa �uarHFP � � r � :c _,,•r T 5 COLUMN PER -�, +_ FACE OF PANEL BE�ONC r, PLAN - CENTER ON PLATE t \ter 1" MW C_,MN FALi TC`AARV LAN,)P3 r COAT COLUMN AND Q I PLATE W, PITI.�MINUL COATING ! 2� 8.30.99 PLATE t" X PANLL • • --REINFOPCEMENT PEP io THICKNESS X 1'-0" PANEL ELEVATIONS W/ (3)- 3,'4" DIA X 5 '.!F" NELSON STUCS AT 4 1/2" ' `�- PANEL PEINFOPCING 0.L CENTERED IN PANEL_L-1 SEE PANEL ELEvATIONS PANEL L CIA TE a 4: _ TIE (1) ADDITIONAL— e u «. • • - S`f ' S= FLIP /5 X 2•-0" AT STUD ; 'C1 SEE SCHEDULE FOR FUF'NEF INF wMA•, 'y HEAD, TYPICAL 6 ' FOOTING SIZE AND - - - CHECK, K � VEP T r CI!MC NE .N REINFORCING� ^PAWN HY' WTw w'rH Au' H , - - .,Cep � , • • . COLUMN LOCATION I E T.S. COLUMN AT PANEL Eo Eo EO. (♦ �'h 11ECT 9620 i '- - 9P145S21 GING '`AJwq 1 1,' -(' L 'I S.-16dwq 1' 1' h.. 2 vLMK PLOT DATES: 7 SLAB EDGE AT DOOR OPENING 102,98 14 54 12 MPV S2. 1 S-I ,t.i 1 11 w?w 5/20%99 7 43 59 WTw 5'25/99 9:2" 38 ARM 5/299 9 23 49 WTw 6%7 99 11:40.43 APIA 6/1 /99 7 56 2 ARM _fC1 LRS Aa,^.h,TE�"S i 4A14552L4•Q 6/36/99 tt;350 WTW 12447 SW 69th Ave 12447 SW 69th Ave f3UP1999-00233.MEC1999 00388 CLC1999 00487 31 of ■3r1 31 of W 39 LEGIBILITY $1Rlp 16 17 1a Ig 20 21 22 23 24 25 26 27 2O 2u 3C CDZI Of 6 8 g ry y N�NI t IOZ v _�.lalalhlt� �111��JJlIJ�W11a1!1��1.1u�.iJ.J�1lL�ii�111-�IIII IIIIIIIIIII111hIIIIIIII II,till III III III III IIII IIIIIII III III�I.t11IllAillJ1IIL1J1L�.I�Ja.��l!I�I�I�IIL�III_�l��l,;�!�.l�I�I�L�I�L��.I�I�II�LI ' ; � � � � � oa ~a' ,^', .�..r+nrel-,ewww,w,m,n°m>rr, �!�.M7.,Mtltl�•�•lsrr w nrvn ew.n+w+Ma�. u,wa!�i„wn...,,-.., :*.un•,...=.�!K,,n.«,«•Mwa•»+nmrr,c•+=nnrrsrvr.Fa,ra,�"ry�-:,iw 4..pCv�.>mI^P•,e+, •Mh„y^`+,.,.,W.,x., .a.,.......,«xrnq*,t........... ... .,..Y,.... -"y�R�'r�gl��° { 1 ' B4eZ O , o " o 23'�a _..._ �9_-a" --•f- --_.- - _ 30'-U! _____-�------------- 3r)-0.. -- - - +- --- - - 30_O* — CANOPY '\ FRAMING 10 W 1 c1 TS 10 x 2 . 1/4 I Tc F, 4 , 4 DECo. SPAN i i + r FE NOTE 13 k t'I N' CONTINU:L'S--- c, i = t 'S t 4 1/4 LAP SPLICES STAGGEREC - 4 s r '! M' CONTINU, — AND 5u" MIN 4 --„�.t— - I1 ) AP jPU_CES STAG FD W12 14 8E \ j �55 3l C M 4 AND 50 MIN - r a \ iM k rs t 4 ,, 4\:'5 -- . ' S i` - - - - - - c - - t dA_ --J - - -I - , -S 1 1121 S w Salmon S5 Portland. OR 97205 • --- ---- ---- - - -_ - --- -_- - -- - - =— -- - nI ti - - - - - - - - - I 1 r ( w16 3i I +r 1 AT N'_'c= hti- tit Su/ 100 r e - - __-_-- --- ---------- - - - - - - - — —- - -- ----- - „ �._P 1 -- -- - � x= _ - - - -- - - - --- - - ----- - - - --- -- ---- � Tel ,503 2?I!!ZI i 55 - - y ''i - Fox. 503.2212077 ow x m ` M L Y.. ^ I OPENTUI BELOW •r r'� w'1 L ---•+� I H •� K y •r y I 'y .� I J i a DE:.O SPAN T_ hi +,a SEE NOTE :' F- l .•`:. i 1 r_�a r I � '" _ , r STAIF r ` ,. I w' 40 , N S •r I 1 .. h ., •�• ,F r M' EXTENDS `�-------- I z TI ic, r W i "__� j E LE t 1' I t OPEN,N " c• `3 l OCA' ti -.-E I ( � ._ 5 2 e• _�- 7-f r 15, 4" 1-f t,n�� •,fr .. qc. ! ' I! t, s W7 f) I 1 w'Y r r .I. , AT 441- I� I / T ♦ - 36 VC, 4N AT l8h Wla , 'c 36 3N AT :aF _ 4- I -E — c Q•4..^4 1 rc 4r+r. o It t , N SS 1 a+ '� { of t uj wts .o c,.A I,•,, I � V a 414 r ,6 ;EE N='E J D N ,P JINSTS �- 'A'-4' { 1A14cc. - _ w — I L 4-� , , 6.4,1 .4 1 S 15 5.1.1 c ERIMETEP i °—y 'a,('.EPF _ AN t--t 14MIN_ cE TE n iVINES ��N' �, ar N i � -. ' •.ti. . _Er •• I M' N GIRDER LOADING DIAGRAMS JOIST LOADING DIAGRAMS (� I SECOND FLOOR FRAMING PLAN F'_, GIRDER MAF'+� - Z PWF) ,��_ � JOISTS P, c P, F', h P, Q 1` 1 1 + Wr cc ii; w, =('35;285) F = .r til{II►Ili{il{►ill{rrrrrr^ I ., 1^' m ;LQC)R FRANJIN1:; LAN NOTES: � i EQ. E. .... I. SEE ARCHITECTURAL FOP r E�.vAt10N OF FINISHED ALCOR ;:' F'FACE }---*- - -- A, =1460/175) :1 FLOOR SLAB :ONSTRUCTION 15 CONCRETE O'v'EF METAL DECk PPC✓IDIN,• O P, 2'-r0 5 , 12" TOTAL THICKNESS (FINISH FtnOR TC' T P OF FRAMNI; DEFTH) NOTES yy, P1 / a METAL CECO S VEPCC .0 GAI'GE W3 I'ORMLC'k I)P APPROVED EQUAL 1 GIRDERS TO BE DESIGNED FOR 4 5K TOP CHCRf' AXIAL LOA[-. UNLESS (2) W' =(685/2651 =3�.Fk FOP SPANS UP TO IQ' C P�3�'tCE MINIMUM SPAN DECk LArI;P SFANS GREATEF THAN t0' �" OR AREAS WHEPE : SPAN° CANNOT NCITEU OTHERWISE, AXIAL LOADS TO BE TFANSFERED THROUGH BEAPIN BE PROVIDED, DECO SHORING IF REQUIRED :,EATS. AXIAL LOAD'; ARE FROM STRENGTH DES15N COMBINATIONS PER WE x(605/235) P,=0.5K 15-6 _-.:? METAL DECK IS WELDED TO «AMWG SUPPORTS AT EACH LOW DECO Igg' ,IB,C CORRUGATION WITH 112" DIA. F I1(1N WELDS (4 WELDS PER SHEETI ANC F AT 12" 0 C AT MARGINS ERUTTON FLINCH SICE SEAMS AT 24" 0 C . , DIMENSIONS SHOWN ARE NOMINAL. SEE PLAN AND DETAILS FOR W, 1 W, BEARING CONDITIONS _ �T�7j�� RENFICCEMENT FCR Ci N,_RE'E SLAB IS N4 AT 20' CC EACH WA'r 1 ( ') W, =(750/250) F. 18.Oh, rm,,-T;1�I I i l l l!I I I I I I I I I—=1r SPA•LE 'R'ANSVEPSE Ft�NFOP':EMENT SUCH THAT BARS CCCLIP OVER Q JOIST, AND :,ATP THL"E BARS BELOW EVERT OTHER IN'EPSECTIpN 3.) GIRDER BRACING IS AT DISCRETION OF MANUFACTURER. TO MANTAN '•:4' LEAF TO TOP OF SLAB SURFACE v 4 ) NO NET UPLIFT FOP^ES ON SIRDEP W2=(1195/395 t0'-6" 71 �^—•s INDICATES SPAN DIRECTION OF METAL DECK r�r^ t NOTES vJ l •4�' INDICATES LOCATION 4F AODITONAL CONCENTRATED r 1.) JOISTS TO BE DESIGNED FOR AN ADDITIONAL C,�NCENTRATED LOAD LOADS APLLIEC TO FLOOR JOISTS AND ,:IRDEPS OF 300 POUNDS LOCATED AT AN, POINT ON T_IP CHORf7. INDI: ) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTPATED LOAD 5 5EECPANELATES LELEVATIONS OF CICATION OF NSHEETS 56 1 AND SE 2 OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD 3 ) JOIST BRACING IS AT DISCRETION OF MANUFACTURER 6 - INDICATES LEDCER PER 5/55.1 4.) ALL JOISTS TO E� DESIGNED FOP 3 5K TOP CHOPD AXIAL LOAD, 7) LUCATION OF MECHANICAL OPENINGS AND CORRESPONDING STPUCTUPAL __ t UNLESS NOTED OTHERWISE AXIAL LOADS TO BE TRANSFERED FRAMING SHOULD BE COORDINATED WITH ARCHITECTURAL, MECHANICAL ' THROUGH BEARING• SEAT� AXIAL LOADS FROM STRENGTH DESIGN AND ELEVATOR SUPPLIER DRAWINGS. { _ LOAD COMBINA TIONS PER 1997 I i B.0 5 ) NO NET I-'PLIFT ON JOIST 91 NC�TIFF1 ENGINEER IMMEDIATELY DIOFNAN rJ DISCREPANCIES C PIRIOR TO FABRICATION) - — 9) CONTFACTOR SHALL VERIFY ALL DIMENSIONS, LOCATIONS AND ELEVATION° L DA TE SHOWfN PERTAINING TO ELEVATOR PITS, SHAFT^ AND GUIDE RAILS WITH THE ELEVATOR MANUFACTURER CHECK 10) CONSTPUCTION JOINT PLACFMENT PER CONTRACTOR'S OPTION - - - — JOINTS PARALLEL TO SOPPOPTING JOIST LAYOUT SHOULD BE PLACED LDPAA 8) WTW y CENTERED BETWEEN ADJACENT JOISTS 11) CHORD REINFORCING TO BE CONTINUOUS. LAP SPLICES 58 BAP DIAMETERS, PRDJECL 9E�D� 1 ALL SPLICES TO BE STAGGERED 12) SEE DETAIL (S/S5.1) FOR BEAM TO BEAM AND BEAM TO COLUMN CONNFCTION 98145S31.DNIG INFORMATION 13) CANOPI METAL DECO IS VEPCL) W2 FORMLOCK OR APPROVED EQUAL WELD TO FRAMING SUPPORT; AT EACH LOW CORRUGATION NTH 1/2- DIA. FUSION WELDS (4 WELDS PER SHEET) AND AT 12" OC AT MARGINS BUTTON PUNCH VLMK PLOT DATES SIDE SEAMS AT 24" 0 C SFE ARCHITECTURAL FOR FUhTHER INFORMATION 1L i2,'98 1? 17 47 MPV 4/:.8,'99 15.48 3 WTW • 14) �� INDICATES MOMENT CONNECTION SEE 5/S52 4/30/99 116 3045 WTW 1 5TW /25/99 1453433 WWTW 5/27/99 9-34.48 WTW (17 lN5 ARCH''f 12447 SW 69th Ave. 12447 SW 69th Ave 98145531 dwg 6/10/99 16.55.55 ARM FIUPI999.00233.MEC1999.00388 ELC/999-00487 1 32 of rSq 32 of •3 I LEGIBILITY STRIP r 2 3 4 5 6 7 6 9 10 11 12 13 14 i6 17 i8 19 20 21 22 23 24 25 26 27 28 29 _ _ CD $I I I Of q tY N�Ni sO O<' �111a11t 11 1111 W1111 11�1(��1JJ ili�1�1�.1.��1L�J.t1tJ ; X111 L�111.1.1(11_I{LIT1.1.11111 I LIQ I I I,III,Tii,I I I I I I 111111111. 11111111111[11�101�11111111,111111111J_111 h 1111 1 I LLl LI d I I.Lya l 1.11111 Ii 11]•L1>.111.11111�t�11��J 1.I�I��1.1i�i � Oz r' ti t E�? ►`f x eaez �� O - Jf4f�ot4 i aU' 0'• ?2NI< pJ - -- - --- - - 18'-4' 1 V ---- - ------ / 2 1121 . N Shcmon L 5�, , I 1-s , r✓ . ,+ I' . . I i_ Tel tr503.22R/Q1`05 rA ; Fax 503 221.2077 ! r , ti LZ I I I HT - - - - cT5' II DESK SPAN �11 1 •� 1� •/ �h/ •� �C�� h III •r'F j .V�� I I � ti YV10 s 12 w10 x 12- wle r 12 ` w10 .EE N^'E I - - — / VOID t WtO x t, W1J 1 N110 12 I -�� - �.� - ILLti1.Fr k ^_J x I t ( al o i nI I ,' SEE '✓E; ? - _ L._ —. . 1�. AT 14 A..�.�-- �3' v 7h AT .h .. " _ * .. M .. i ± �I ..�.♦.. _ =:__w_ 32 VG 3N AT 32K I - ��. l ♦ }. v' 4. A7 32P' G� cc Jill w • eU' •r;r c-: W I - _ Lie 1� r 2 JOIST LOADING DIAGRAMS JOIST LOADING DIAGRAMS `. JOISTS ;:.�� JOISTS - - ROOF FRAMING PLAN j 111 ,i_ +Vrn =11-5/1-5) I�II'TT11 1,=_.77TT-..ILr._r'i Tr; it I ---�`- - =` ROOF FRAMING PLAN NOTES: I WO. w: 1 rr• Wa 1 1 S'FEL PO'Fr CIECh 'J BE 18GA :.A,, *, r. w, a• I Q 11, Na=11`1280,1430) I +L� aC1_ ICOF r ;, •, B' .£ MANJFAL RING C� C AF"` .,FD L_ 1 �'-t,"f •,r,c ,� 10'-0.�;....�,"� ,' Mlh SxU 32: 'N.3. WELL) 4" EA,'H S,Pr'nF• EA ,. r, -1 :: v I J pPOVIDE 18 GA LALV. T'IE 8 •� — -+ �� _(. _ , �OS' , =_y _6_� rORMtOF OR APPFOVE: EOUAL A• HATC4FC AGEAS �� T �: AT MECHANICAL ON'TS 4,EE DETA'_ (9. (� d„ W w. .(S6`./:'S b, fro. FEOUIGED N TN,S AREA I `J - 'r- ,1TIT, a r wu =(1^5/i75) r• - L y4 _. EYPLAN F i AC' r. CTI C, C rC �11 ��'T?jT;T ll1-777 �j� EE E L NFO �E:M S,CE L t NvE ON PE ENtV ' INCOATES LEO3Ep ANGLE PER 4 '_5 t 14 -JN FUN''H [^E SL ti AFEA; 411 3 �--t• INDICATES SF.:y ' QE,_TION OF NF'AL LIE Y W. =(350/195) I 1 ADM ✓v, �L Al. wr. O O O 0 0 0 O " p�01 . 'cT5 Al. :4 O 4 1 ►�/ V ATI A ,N _ aCDITI�v4� N :ATce7r; lit l0 . TTrM=T-HE 1T T'T,i ',�T'' ii =(160/'60) ��i`ii 'Il=A 5iTTi 71T11T?'11 iI — 4 - , A:'-s 4a i ".N a�t�-� � h�t y I t •M 1.E_ dN 7•L A`- MECHANICAL ' V.N. O A -. I,` •. Wa W' F ARCHITECTURAL DRAWIN• �)C,F ELEVA' Ecc OaNU 7JWNSPOUT LOCATIONS 71NTRACTOR TO VERIc'Y AL1. "''� 'N W4, T'.; cF HITE!URAL 1 C-1;41'NGS NOTIFr ENGINEFF' YVC.: ATEi 1 4 AN =EPANCIES (y1 kll,i''f.11-1 q ) CONTRACTOR SHALL VFFIFY ALL DIMENSIONS. LOCATION AND A =i4f3C ) NOTES. ELEVATIONS SHOWN PERTAINING TO ELEVATOR P-15, 51�'F7S, AND wM W' GUIDE RAILS WITH THE ELEVATpR MANUFACTURER t Q 8.30.99 s. .V� ;1"5j1'S) l.L'11...Tfl T1iIT1TT1TTf; TfPT' PjJj�i1 1.) JOISTS TO BE DESIGNED FOP AN ADDITIONAL CONCENTRATED LO AD �\ � � V \ 0 a ,tinW DRIFT LOADS ARE INCLUDED IN JOIS* . ,AGING r' A,-RAMS, -- - r - OF 300 POUNDS LOCk•TED AT ANY POINT ON TOP CHORD. w 3. 2•) JOISTS TO BE DESIGNED FOP AN ADDITIONAL CONCENTRATED L'JAU INDICATES BRACE FOR wnH PARAPET _ OF 300 POUNDS LOCATED AT AN, PANEL POINT OF BOTTOM CH-JRD. - T- 3 3 ;4 T1I 3.) JOIST BRACING IS AT DISCRETION OF MANOFACTUREP w, =(126^ 4'L1i (;,;?T1' IrTTTTIl Im 4.) ALL JOISTS TO BE DESIGNED FOR 5.2k TOP CHORD AXIAL LOAD, I DATE 6 i4 '! � I ..a r UNLESS NOTED OTHFPWISE. AXIAL- LOADS TO BE TPANSFERED THROUGH BEARING SEATS. AXIAL LOADS ARE FROM STRENr�TH `'/ CHECK. JD ,4, VM =�205j2U51 AP_6"te' •0't COMBINATIONS PER 1997 U.B.0 i - +V• >1330/205) 5.) NO NET UPLIFT ON JOIST `DRAWN BY - WTW W• WIN Nap =(70/70) 6 ) VERIFY DIMENSIONS SHOWN AT SM• I'LIGHT, ELEVAT,)R PENTHOUSE OR METAL DECK KEY PLAN r + MECHANICAL WITH RESPECTIVE CONTRACTORS NT; r PROJECT: 9620." tea'-9`t '7 DRIFTED SNOW LOAD (Wes) IS SHOVJ AS TRIANGULAP LOAD FATTERN 98145S41.DWG LOACS ARE MAXIMUM IN ADDITION TO SNOW AND DEAD LOACIS w• �'l4' ';.65 1, w• WIN 8 ) P INDICATES LOCATION OF ADDITiONAL PAINT LOAD TO TOP CHORD Wr =(15` %154) SEE FLAN FOR LOAD MAGNITUDE. VLMK 4/29/990T8 3 58 wfrr �z 10 2/98 12:17 9 MF V 9'-6' 4/30/99 13 32 59 WTw S4. 1 !%18%99 13 8 39 16 36 5 WTW r 5/20%99 81 30 WTW 6/10!99 16 57 19 ARM w 5/26;99 10 40 25 WTW 5/27/99 9.40.3 WTW 98145S41.d»q 6/30/99 11.40 34 WTW 12447 SW 69th Ave. 12447 SW 69th Ave. F1' Blip 1999-00233,MEC1999-00388 ELC1999-00487 33 of �3y' 33 of 039 LEGIBILITY STRIP' 2 3 4 E e 9 10 11 12 13 14 18 17 18 19 20 21 22 23 24 25 26 27 28 29 3C pT- , CDc l I I 01 B L 4 HONI o 106 - 11r �J.1.11,1111.1.X11.�1�1.,1i1.1.�1.1J,�11�1�1111(l)-11IL�11t1.L1(J.ILII-I_IIII��IIITIII(.I�.illllllllLIIIIIIII�IIIIIIIiIIIIIIIIIII�IIIIIIIIIIILIIIIIIJ�)1)JJ.ILIIIIII��I-11L�LLII!IIIIIIIIIIIIIJ�IIJ)111II�1(11LIU�11.tl.lhLlLI�IILL)IIII�;� �� Oz i R I RI �Ep PR(ac� p TYPICAL FLOOR SLAB � ANGLE LF.I)" BETWEEN JOISTS - �"' •��,� REINFORCING - SEE PLAN o TYPICAL o COLUMN 1 SEE DETAIL 6482 PER PLAN L 3 16 3 i! r T METAL DECK PER PIAN CONCRETE NOT SHOWN I `+ \� " I JOIST CONNECTION CONCRETE SLAB 0• CONCRETE SLAB PER 2/S5.1 AND REINFORCING f= n ''1 N ,�� PER PLAN I / 3 1 3 1 4 PER PLAN �7 3,2 KH1� . 1 4 - COLUMN PER PLAN (2) - #4x4' 0' • � - - _ — -- TOP AND BOTTOM -- ---� I 1 4 4 �i 1/4 4 TIGHT TO \ JOIST PER - ,n 1. �---tZ NELSON SPJDS I' STEEL GIRDER BELOW , T �1i f. I /\ � L 1 4 FLOOR SLAB PER PLAN I f �� 2 x _ . PER ERECMANUFFACTURER W/ 1/2•XSTI 1/2 FFENER PLATE - -' PLA TE W/ (4)PLATE 3/3/4`4 x 1 x 5 3/10' NELSON STUDS - TYP r CE OF COLUMN WELD TO 1/4 -3/4' PLATE "0 3/4" PLATE X 6" X 10" 3 18 I ti J fL OF GIRDER WEB COLAND 1/4 I EACH SIDE A 1/2' PLATE r 1 4 COLUMN ` \ / npSECTION _ 1 CEN PLATE t 6 11 p CENTERED 1 SJR ILIA. • • � _— I L 3 X 3 X 3/16 X 2'-0' I I —CONCRETE TILT-UP WALL SEE 17/S5.3 FOR CONNECTION BELOW FLOOR SLAB PER I AT PANEL JOINT. DETAIL (10/S5.1) /STEEL JOIST PER PLAN II STEEL JOIST PER PLAN - w v ? = I TYPICA 1 4 11P1 s r Salmon Style 100 fI \ 1 STEEL GIRDER PER PLAN JL\ Iland, OR 9720.5 FLOOR CONNECTION AT PANEL (TYP.) 50.1 'L'1 2077 50,12211121 •, STEEL GIRDER PER PLANDO NOT CONNECT 3/4" STABIUZER i I' PLATE X 3 X 6' ! ~ I 3 16 U �—CONCRETE TILT-UP WALL I f s AT SIMILAR, GIRDER ONE SIDE ONLY c JOIST AT TILT WALL - cn ^ L COLUMN AT WALL 2 JOIST AT COLUMN GIRDER AT COLUMN t ! r — TYPICAL 1 ! 1,419 WELD TO VERTICAL • 5 16 8 ANGLE LEG TYPICAL SEE PLAN FOR CONNECTING COLUMN OR BEAM i �[ AT EACH LOW 1 2 \CORRUGATION I CONSTRUCTION JOINT OR SAWN CONTROL 1i CONCRETE SLAB AND cv PLATE SIZE, WELD N N N JOINT OVER GIRDER - TYP. ■ • 2 1/2 ' PROVIDE CONT. SUPPORT �� _ REINF. PER PLAN TO ALLOW CLEARANCE SIZE ANO NUMBER 1 1/2' • CONC. SUB do REINF. PER PLAN SHOWN o N OF BOLTS �— Wv �— CONCRETE SLAB \ _ B• 3/1 3' / AND METAL DECK I PER PLAN N Ed •- 30 1� Wit• /15 A706 BAR AT EACH PLATE BELOW - -- p i • • L 5 X 5 X 5/16 X CONT. _. * �' — 0 NOT BOT RETURN � N N 1 -- uj \ BETWEEN PANEL JOINTS OM VERIFY W/ MFGR. -1 r �" • .! 1/2 — \�rLALLOW REBAR TO SAG TYPICAL '� /—BETWEEN JOISTS, BUT _ TYPE 1 _ TYPE L TYPE 3 MAINTAIN MINIMUM 3/4' PLATE 3/4' x 12" x 1'-0" W/ (4) ERECTION BOLTS L_ CLEAR FROM METAL DECK �N T.S N.T S. N T.S. 3�4' DIA. x 5 3/16" NELSON STUDS AS REQUIRED PER 1� 9 O.C. SPACE PLATES '-0* FROM MANUFACTURE BEAM CONNECTION SCHEDULE ~J JOIST PER PIAN CONCRETE TILT-UP WALL 5'-0' O.C. MAX., FIRST 3'-0' FROM 'n t.) ALL BOLTS TO BE 3/4' DIAMETER A325 N. UNLESS OTHERWISE NOTED. I ' 1 PANEL JOINT, (6) MIN. PER PANEL BEAN PLATE WELL NUMBER 2) ALL WELDS EACH SIDE WITH E70XX ELECTRODES. ~+•, BETWEEN GIRDERS SIZE THICKNESS_ SIZE OF BOLTS 3) USE TYPE 1 CONNECTIONS FOR BEAMS 10' AND DEEPER W16 5/16" 1/4" 4 TYPE 2 FOR 8" AND TYPE 3 FOR 7' AND SMALLER. • W14 5/18" 1/4" 3 4) :T T S. COLUMN USE WT 5 X 9.5 iNSTEAD OF PLATE 1/212" O.C. A L J L W12 5/16" 1/4" 3 LM'.FSS OTHERWISE NOTED. O W10 1/4" 3/16" 2 5) SHORT SLOTTED HOLES ARE PERMITTED CONCRETE SLAB AND r8 1/4' 3/16" (2)-5/8" DIA. U►'_ESS OTHERWISE NOTED. REINF. PER PLAN \—JOISTS PER PLAN--- CONCRETE STEEL GIRDER PER PUN C5 1/4' 3/16" (2)-5/8' D:A. n �..J TILT-UP �•J WALL ( 1 • V Ifo x CONTINUOUS---� JOIST AT GIRDER FRAMING DETAIL ft 0 IN CROOK OF BOLT 0 X 3 X 3/8 WITH (4) - 3/4" DIA. x 5' I r� TYP. BEAM CONNECTION f R ANCHOR BOLTS BETWEEN EACH JOIST. PLACE �.J ONE AT 6' FROM EACH END AND EOUALLY 1 • SPACED REMAJNDER OF BOLTS f� BETWEEN JOISTS LEDGER AT WALL _ CONCRETE TILT-UP WALL CONCRETE SUB AND— SLAB EDGE REINF. CONTROL JOINT — SEC 6/S5.1 � � REINF. PER PLAN _ I 1 PER PLAN A /--- T.S. COLUMN PER PLAN SEF./6 FOR JOIST ERECTION BOLTS AS REQUIRED S '1 7 CONCRETE SLAB S .1 PER MANUFACTURE L 3 X 3 X 1/4 X 2'-0- r AND REINF. PER --CONCRETE TILT-UP WALL CONNE nDN 3 16 CENTERED ON COLUMN 1PLAN i PLATE TO MATCH BEAM FLANGE I' I 4 4 Ar THICKNESS AND WIDTH. SLOT i CONCRETE SLAB AND REINF f / PER PLAN -- NOI AT ROOF FOR BEAMZ_ _OPEN WEBJOIST , PER PLAN �, --BEAM PER L l PLAN _ 1 4 5 ------KNIFE PLATE 01- 3/B'x9'x9' * n PLATE 1/2- X 4 1/2'---_ S•VERIFY L5x5x1/2x ,, Q , ' 0'-9" W/ 1/2' EACH X 9 1/2 STIFFENER i 3 i6 SIDE W/ MFCR. STIFFENER PLATE -.-- AT CENTERLINE CONCRETE TILT--UP WALL + ` - r I (3) 1/4 10 1/4 I I 3/16 SIDES I 5. "A' 3/16 I 2 1/2• TOP k L4 x 4 x 3/8 x 0'-6" " n 1 4 BOTTOM MIO POINT BETWEEN _ �' EACH SIDE W/ 3/4' DIA. NOIL- I FLOURS x 5 EMBEDMENT. 9" 3/16 , WHERE JOISTS DO NO' -- J J S STEEL PURUN - ALIGN EXTEND 5' DEEP I, TUT.S. COLUMN PER PLAN 2 5 COLUMN PER PLAN I 1/2" 1 4 4• I N c ' PER PLAN FLANGE AND WEB 8' rL ` - 'A'. 6' FOR WIO OR SMALLER j C}- - 'A'- 12" OTHERWISEc__.. _. __--_ _._ -� _ _ Q: ' STEEL CARDER � PLATE 1/2" X 10' X 0'-9" , PER PLAN I �� — STEEL GIRDER PER PLAN _ DO NOI CONNECT STEEL GIRDER PER PLAN STABIL17R PLATE— L BEAM AT SIMILAR PER 3/S5.1 L` JL 3/4' x 6' x 0' STABILIZER PLATE I BEAM TO BEAM CONNECTION ,' C GIRDER AT COLUMN ! COLUMN BRACE BEAM AT COLUMN TILT WALL 0 8.30," dwq !' _. t'-0• C j°! -1�dwq !. 14 yo %NF�K T, DRAWN RY +� F PROJECT. 96202 98145551 DW(, . ab S5 ; `/LMV PLOT )ATES • 1 !1: '99 16:3453 WTW 5,'20;'99 7.57.22 WTW 5,'25/99 19:3 21 WTW 5/26/99 11:37 3 APM 5/27/99 10:3013 WTw _� lK5 4RCNI11 6;10/99 16:581 APM 98145S51.dwg 6/30/99 11.43 45 WTW 12447 SW 69th Ave. 12447 SW 69th Ave. RUP1999 00233.MEC1999-00388 ELC1999-00487 34 of ■39 34 of 34 LEGIBILITY STRIP - c 5 6 a 9 0 11 12 13 14 16 17 1 21 22 23 24 25 2E 27 26 29 30 CDzl O�II Q q r HJNI 0 10a .lliltlla.LllLlill1U111111a.LIIIII�IllW lllllll�lll.1111.1.7dIhIIII[t1IIIIIII ,IIIIIIIIIIIIIIIIIII]IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII;IIIA !IIIIII IIIIIIIIIIIIIIIIIIIIIT,III !IIIldIIII•Il17l.tltllllllLlltl-tll�llLIIllIIIII111h 1�OLP MnhMev_, e.v,....•- ....,..r,J,y a Y +Mv.'nnrt •,..n.wuyPr +wr�rt!w.M!MM!wr:M!^Rw°+-1esk •wr'•+.!Ytl !l7}i!!u+f�N`M9le .. !reMK+n.�MwMhpMaarnmlM�:wruw:vR••.••.:A�ewww.aw,.w 7 .. ,w iw.-.e..w.-w, fi 7.+n,xa«gww.,.w•«wM+.n»wu+wrna,rore4•wM.+.•w +ew.r!++me1M.rM+•* M 01 04 NIP'•^GRgo" '�!'i!�+vR!.rv•+N".'Y •. :M.rwmwr4„ nw.,M..,e«..,.n,..«.m,....:..... ..... .. ._ .... ..•...-: I ! v L '..:FETE '.0 AB tll,M Oaf1O11 -'.N• RE1NF FER 'LAF A + • r t '.E PE'NF PEG ,'Ey E'KNPr { 1 4 AF .. C aN ' P 1 rF a' 4JN�,FETE :L F>t �_ - 3c_ CI � z-I--• ----—r AND kE;NF uFF ~" t 4 t.. r Pk AN CHANNEL �Fk- h AF . 5EtWEE', f BEAM V`-V FLAN q M FEF / -T y kN y � f •- « S r ihN h l i .N . \ rti 7 F ty (',%%f T1 4 4ah� • — -1N%L, , FtErHF • I •.. :.•, 1 •-. F+F a',4 FLF- LAN LtL t 1 1121 S N' Salmon JL :E• P aN -c c.. Suite 100 '4b,L 'r P a,. Portland, OR 9".DA Tel 503 2.1 1121 ,• yd 03 221:077 FRAMING DETAIL _ - FRAMING DETAIL _ _ FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL 1N LErE AF ANC Fc,: :CF .',AN - ATT- --T!t-FENE;- -- s,_ _ 'NE . 'E =7 r•F. . 1 .r t +t - _- _ X '� '---Y' - - --�r-f- ° ', -•-'s--' 1 -- - ' --- --F_as-.- ,<dit�-?. �� - , a. ERha-4,i`+- _\ y.f_ t•--�_-- }—\.. 1 Lry =--= 1 I _ .. Y" 4 .. ..r + /LU` �, -•+�-- •� _ �... BEAM - ,� U .h,CE 9 lit \ ► Ii Q J L V cc Iq FRAMING DETAIL - FRAMING CONNECTION - CANOPY CONNECTION END WALL - CANOPY CONNECTION CANOPY CONNECTION 4-h.r F C L) - - f 10. uj I � . ... '.OL J% - ----�1 t •~�� BTEC. '..F�,CC 1 1, , TAEiIJIE° F't.ATE PEP , « , cc BEAM AT WALL GIRDER AT COLUMN CANOPY FRAMING FLOOR JOIST/ BEAM CONNECTION UL i i a• r, 4. �~ 5.2 ',1r i' f ATEi' v 13.25 WTW J*-, 6 '6 58 AO APM 12447 SW 69th Ave 12447 SW 69th Ave t BUP1999-00233.MEC1999-00388 ELC1999.00487 -- - -- .. 35 o1 •3q 35 of 095 7 pw.;e LEGIBILITY STRIP 2 3 4 5 6 f 6 2 to 12 t3 to = CDz. 11 01 IL ,. —Aft r tF d f � N i �• _ .I :,�. ,,' ti / SFS EKNPt'/ • • /PFA �1�'I /,� f ••- -1.PLAN PEP F.AN IL - , � - 1 -. _�.--- - r 'k - - -_ - Fes--- ----- .-_ -..-ra ' • - , � rI • • - - -tiT,'.r�.,_ - ' -- 7 _ rEPIF y b . '3' .AF PLATE .1 ••i '�_�. f .. - '. . M t., 7 .:E J • •I Y _ 1 QEF P,-4% -- I L't F.Ac- ., � NEIP I T y T nEc FLAN t F p ee 100 - — _ „ OR .97105 }P_.I k _Aa • ! rfr 503.2111 1 W T NELL 1 F 1F 4" A:• Fex 503,?21 20'7 t••, Pt A P AN � 1. 2 FRAMING DETAIL -�.�� ,-�_,•.��_�'�...�-�'_�'L - -: _ GIRDER AT COLUMN JOIST AT WALL F LEDGER DETAIL ui A ' � �4. .. •i ! is : A: , ' cc %• JOIST AT GIRDER FRAMING DETAIL OPENING FRAMING DETAIL FRAMING DETAIL ccQ 1= , 4 rjF 4" a-A iE 4 i 4 Of t V'. FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL BEAM AT WALL BEAMS AT COLUMN � i E F A•.' %Nc N cT I-kF C'L•r. '-LAN V� �-�'.�/ / �! \�^�� _ ILL �i / t • • / + -� PI(.'Ai A• h P '', V _ o :,: ..,,�J DEF I OP , r�N. AND DF CF t:.tir ♦ 0 / I, 'F.�• 1 r,. I J F._ -Ic' PFk PL AN :. 2 r �� 6.30.99 t-4 A.I •;F t'LAN - - r/ / • _ w .- -- — --- - - - 11 Y 1^,{. : 4' PL yL_ L,-O- T. 3%4•• A307 BOLT IN ,3/16" X t 3/8" I \ \ PLATL 1/.,, x d" x t'_�.. tic — \ GTTED HOLE N, ' SCI titiN ` "� y---_ _ - • -- PLATE 2,'4" t_ \� 1 -0" W TH t 4 \ •— + �� FRONT [[,G[ AND SIDE 3/4" DTA ■ 5 . —L 5 x 5 X 1/2 X 0' 7" W/ 1/4" '_TIFFFNEP -- 1� 1�4 V 4 LNUC•LTED SIDE :NLT ` -- BEAM pEP PI Ah —� r"A' i F(a �F„WEL^ — NEL50N STUDS, Q" r,C "F �-- LRECT GN SOLT5 ` — — 1 L 8 X 5 x X 1'-33/16 AS REQUIRED PEP PLAN CONCRETE TILT-UP wALI. W (3) 3/4" X 5 3/16'. ,' .. .- NELSON STUDS AT 6" O.C. J SECTION A '` A TS BRACE AT ROOF ? I_I TS BRACE AT HIGH PARAPET �- - FhAMING DET ..L —_-_-� r �• ,5ti i5 ar,q t • t'-0•' C C: c53-16 Uwg 1- a 1 -C' I - 1_ ;r.3-'8 1w t � 1�- 9 2 t�• PLuT DATES: S5.3 99 14 54 51 %AF r 1 ? JOIST AT WALL JOINT ; 1, 199 16-4`5; w w 1,dw'3 t.. 1'-� _'�99 1/99 1 33 12 wow F 99 10.2913 APM 6, '5/99 16 59 3 APM 98145553 dw1 6,'30/99 11:46.35 WTw 12447 SW 691tr Ave 12447 SW 69tH Ave SUP1999 00233.MEC1999-00388 ELC1999-00487 16 of s 39 36 of , 3q LEGIBILITY STRIP 2 3 a 5 6 7 B 9 10 11 12 13 14 16 17 ie 19 20 21 22 23 24 2'I I I 01 8 g Hirci eu102- • C D 4 b 1 0 I1JL III kl.w�-;i,11��.i.LhiJ.11IiI�Ali.L�!.u�l-!�l�.i�_lilil!1i��lililili ilillli��l.�!il�lil�liliiilil_I ilil�lllil�li!�i�hT11illli111ili'i1w!IIiII,Idill iII�II1,I1I�i�I�liW,►1.ih lll�lilt lili1�11Ulil�lill!�lll�ll lil�l�lu>Lt1.�ilil O2 i i TUP OF FRAMIN(, BOTTOM OF FL�rWG)D �„R"(2) /14 i CINTINUOji APOUNL' � F-ACH ;,i[E GI�i THICKER WN,NETE T'� t-FANEL PERIMETER OF PANEL I iiT'�NUT OVERHEAT / LOCATE C-)NNE. TI,JN AT MID-HEir,H' AND 1'-p" BEL')W i TIPICAL PANEL REINFORI''N(, TPP '�..F FRAMN', f�) l - 3" � 3 '8' Y 1'-L,' FLAT PAR / I ONNE'T10N. PEP PANEL JOINT TO BE I`-' AT I'' `VMTH (.1) 1%?" DIA . 1'--6" NELSON 6" x 3/8" x 1 -G" F,AT BAR Wj (2i WHERE PANE,. JOINT OCCURS AT E3EAM LINE LCCATE I' EACH *A1 UL)N. / GEFOPMEC' BARS HENT AROUND EXTRA 'I -R" Lt)N6 TILL EF ROU °, DIA x '-"-Co* NELiON DEFORMEC ')NE PANFL _JNNE:TI_rN AT MIG-HFiGHT iNLr 4RTIC Al y4 BAR x 4-0• LONL, • / P1 'rIINT WIDTH ♦ I +" 6AFi E3ENT API)UNU EXTRA VER11r AL TWn CONNECTIONS ATACH / Ma x - '0" I • E / 6UTTEpFL r fC'NNE�TIGN /51GE uF ALL PANEL c TO RE / EACH SIQE i 1,,'4 PLATE a' V-0" F,ELi1W TU,P IF FRAMING 3 11 DO NC1T QVERHE A T, x y ti, / c' '• ^?r,, r i 8 x 1'-:)' NFht c ,:. ANUi2 40'Fh''F(. Hn F4 c SECOND FLOJR AND ROOF hi [pa [�, J_0' L-_- EChG TSG ANC F-TTOM LEr• 0' N" L;'NG FILLER PVL' hr. i MEG BART dENT / i� t/4V- uFPU !NG Sr[r'0N5 i FLL J'IN' I { �\ �81 JOINT WIDTH + t/B' ! .i Ri �' VEkTII-AL r i f -10R ,P �-4 1 r 1" X E' X 3,'FS x I -G 6EhT F't ATE �_ AE Z' E A'r _F ; �1 �r I I • • wITH (2) 5,/S" LIA E• r. , c t V J" ANInE ( NEL ')N C E f r:PMEf S , HFN T 4 N X111) k5 FULL HEI!'HT AT HATH (21 1!''" DIA , 1'-F" c,-,N I i ,T G I X 7P. ,TRT' fY NEL,_ a� 4 5. �" /��• __. EaCH SIDE 'jF Al'. ;,rENIN,' ,DEF'C'nMED BARS BENT OVER EXTRA / INTERIOR FACE / I NrNAF F �I.c h AT 'OPENING_' LE`� 'HAN �/ x4 4'-C" APT'':AL 1 • • I c. (PGVREU LIP �, / r,cF '-0" STOP RE'hr '•'.-IN, a ,. .I •r,,T I M .. 2--0" E E -' OPEN ti. / • • n WHERE :'-G ECEN 1 '� r- NOT FO'.SIBLE 'N".'L I . ■ ! ,• I • i' 90` Hthh r 0'-k' • _...-- • • ( • • I. r• A' r Ali- �' �r r. 4" TIPICAL 1" i'.EAF - I ► e r I - / If �. I 1S61r 4 NHETL x ti Ex,F11,p FANEI't A7 C1ETAiL FXTTki1F .A(c JC'v TIME JiINT 1111 P` 0 J�Q�1J1pn N 6_ AE) FSC 4" - Portland, OR 97205 rF %: t _ r NT _ A-1 5032211121 -�-! I .. Fc�t •• 4 'i ,. t •A., �. . .. _.� ar.ftT •. h _ A' LE' .-� Ft 503.x212077 •FINI`• i FLOP h- I 1 _- 1 ' PANEL CORNER CONNECTION PANEL CORNER DETAIL PANEL CORNER DETAIL •- �� TYPICAL PANEL JOINT rn '� TYPICAL TILT UP PANEL r' NTS bLQ1L • • • • • h , -A1 LED )(IT AT • • • • AT ;IMILAF (4MAINUER :. =•'i AT I" MAXIMUM AT 15" C ah,. FACE ' CLEAk CONDMON ABOVE 2nd FI.QORf CONDMON ABOVE 2nd FLOORI CONDMON A@OVE 2nd FLOOR* • 1,. - PANEL TH11;FNESS w .4 ■ J ASSPECIFIEp /. _ t 4�iri•.T :r F L.'•1F " 1- o —RESEAL PEP 4F':HITEiTUkAI ' 1 -; :7.J7 t •a AT P011C'Er F -I TECTUF 4L1 - � _ ' U TAI. I r v M 1 '- CONDMON WWW 2nd FLOORS CONDfflON BELOW 2nd FLQOR± CONDITION BELOW 2nd F-OQRt c PANEL EDGE DETAIL PANEL SECTION 9 1 /4" THICK)— PANEL SECTION (7 1Z4" THICK PANEL SECTION 9 1 /4" THICK C U O Q 1 b - 3 • • • • — • ;EE �ANFL ELE:aT,L'N; p� p c.�p M�1RF •NFnRMAt.'IN .� ti' .. , I COWXTION ABOVE 2nd FLOG If M' A r. H)RII I v �- #4 AT '�' r. FRT A,' F,<� U6 �..._�;•. 4. w _ .� g(_,• >TANGaFC " ':-�r• EA'.r1 `, \ c-n_ "5/1Q T- 4" ( ffji �•�-- IN:IDE FACE tr/1 t L PANEL ELEVATIONS \ � M Hq a. a'Ia CEMEN T _-�L•T �� \ \ �� - _ IaMUPE INFORMATION ,hM „ -IT $MLAR i 4 FACE r~hL H r Q ULr EA,'H FA, j CONDfTION BELOW 2nd FLOOR, x , I' :E-R FLA TL I x x -8” Fr LEI• •'.ATF 4 PANEL. SECTION (7 1 /4" THICK) PANEL SECTION c. r 1 1ti � \r. X LATE 8"3,Wi"- x i'ANEL r�4Ir'sNE; i a i (F) #f. ATrS. 4AP1 A SiANCARE) H1S PANEL THICI,NE)S + I" a' M L:,q r ,t r i •�,. 10; F r,1F FORTING L �, LFINt c_1 0.11 h' I N..� LN't R t kItA i 4 l PANEL LEG`_-,, T•. n, COAL ALE !x1 i l I I WITH RITUMINOij L'A I'ti I1 PANEL BASE CONNECTION ! PANEL BASE CONNECTION I , G'1ECr ,- 0RAWN HT ATA M PR(,jEI_T i+ r S6. 1 x1 MF, FILOT DATE S ,'99 16-3847 WTW 20/99 8-933 w1w it •99 10.2737 ARM - T S q ,fil �w 6,16/99 16.59 27 APM 12447.,W 69th Ave 12447 SM'6_t11 Ave. y BUP1999-00233.MEC1999.00388 ELC1999.t10487 , 37 of 3y 1 37 of 9 3y ��rYYYY LEGIBILITY STRIP 0 2 3 4 5 f3 7 o m0 c" 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 28 3C' CD 'ZI 11 01q NJNI ByI OZ �J�I�.L11,11�LLlL1l-1111J,1.1�.1,�.I,1L�.11I�.W��.ill.lll)�LL11�,1L1�.111111tII�EIIIIIILIIIILIIIIIII111111111�IIIIIIIIIIIIIIII�LI��IIIIIIIIIIIIIILIJIL�I�I�ItIII�.III�I�I��IIIIIIII�III�IIIIII��ILI�I�LIl11111111a,��I�ILfIII�ILIIIf�II��IIIII�IIIIIIi,ISI oz 0 i` .....,..n... ...« ,:....r...._.._...•..+"... .»..m+- ..,.r..,.w,•..r. a .. x ,. ., v...r .. .�f. - ,. ., ..:. ................�.,.a.. ..,.:-... .-�,-",.....,,.:."..� ..y.:nv-..•....:.r..v-... ,. ,.."..,.r.r•F'....,w-.1".^'4`v>..>p<m'.'.r rvrwn•.....r....,w�-....«."-...:yVvr•.W!+,:I.y,._"MntiwNw"+N"h+,+Mn..«e,r.�r•rHF.Y.."�!�M••m"".r....ea,..er.�,..r._r a^M'N+..a..'n1Ynu+l .. ,. 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AT ENDS - ..a �, PANEL ELEVATION PANEL ELEVATION PANEL ELEVATION PANEL ELEVATION 1 9 1 , 4 THICK N'� !i� 9 1 4 THICK 9 1 /4" THICK 7 1 /4" THICK ui U Fes- - r r r V I O ti S T(,M u ]maim TTi_M OF I 1 ! 1 ^cc i V FV:L WIDTH A'Ti, I?5' STANCAP: _ K_` t-' i WIC Y e I . eNL a ',. •. �5 e, ENCS I N r Hf_ .r I \ IE= NC FL -'R - N5 EA FAI:E t'.. �,F '.H'- F N, F• G I f f N' TIE.. #7 TIES AT 5 '�C AT 8 CC TO i U" APC�L -0" ABOVE �. r ;NL . ,r•p nrENIN • 1 I' SPE INS _ _Y _ - — - _L - +5' C PEMA NC^c � I — { I I I I i i I -i Nr,r• r Jlla t I rIN;SH F ^;P covJ `� - -- - - ---- ----._.- O 1 um M5 FULL W1D'N x. E e'r i2 ( 1 , +t5' STANDARD - ! �\ LL,J I. -IS AT ENDS Ljj PANEL ELEVATION PANEL ELEVATION \'� PANEL. ELEVATION - PANEL ELEVATION -J 7 1 4 THICK "T` I 7 1 4 THICK 7 17-47-THICK 7 1T4 THICK (-U Q Z FIA DOWEL HOLE. 5'-0" C C MAX Q MIN DIA r' *, MATCH SPACING, Or OTHER EMEE,% D^WEL HOLES, I MIN. PEP I.OPNICE F ' r`N INJE!TION GPOUT SOuD CENTEP DIA HOLE IN PANEL • ``(IUD CONCRETE c_ORNICE SECTION SEF :PCHITECTURAL FOR EXACT 'SIZE 0' C.. COWEL AND (ITHER 1NFOPMA'()N ^ (� 6 30.99 p3 TIES AT 8" OC 1 Pt ATE AS IN Th T-OP WALL -- 3 PLATE 1 ��" . 6" % 6" CENTERED- ON EMBED I'3VER EMPEDS IN BI RIMINOU5 ----+ a C OA'ING AFTER C ONNEC TEC ; w r'ATE TOP dr 1 � CO, 'E0 8111"1M/ 1;4V'F" DRAWN BY NTA I, ATE I , F" , +'-0' - --- I" GIA DOWEL HJLE IN TOP OF (ONC A 4 . 4 3,'+6" TILT-UP PANEL WALL. 5'-0" OC MAX 1F f T NELSON �tVDS AT 9' OC TO MATCH SPACING OF OTHEE' EMS+EDS GEN TER ABOUT DOWEL HOLES. �. AND eC;wFL HOLES, (2� MIN FSR CORNICE LOCATED 5'-0" OC MAX (.' SECTION INJECTION GROUT SOLID LOCATIONS PER CORNICf MIN �- CONCRETE TILT-UP WALL + CORNICE PARAPET DETAIL S6.2 rl1fa PLOT DATES 5, _'I/99 8.22 37 W"W 5i"7/99 ,1. 39 U WTW 6/7/99 10 26. 9 APM 6/10/99 16 59.52 APM 9814562 dwq 6/30/99 11 48 14 WTW - 12447 SW 891h Ave 12447 SW 69th AVO. _ _ --- BUP1999.00233,MEC1999-00388 ELC1999 00497 38 of 031 38 of 3f LEGIBILITY STRIP 1 2 3 a S e 7 g s Io 12 13 14 16 l8 19 >_a 10moloIcm - < . 6 2- 28 29 3C 21 1 I Of uJnl so o.' q b �t1�.W�.��1.1�1a.tLl�11t1�1�.I�1.�111L1 .L��t�,1LJ.�1.1.�.ltll ll�a.l I I I lil 1I d w�i Illi I I LI V I I I ItLI 1 1 1 1 1 1 EI I ii D LI I ITI I I I I I ii I I I I I I ii ,. a 00000" ' f hop � ANG I NfF�ss - GENERAL NOTES 16,455 cr 1r \�• 1. ARCHITECTURAL AND OTHER RELEVANT CONDITIONS SHOWN ON THESE PLANS ARE SUBJECT TO \\L'OREGON VERIFICTION. RECTIFY, AT NO EXPENSE TO THE OWNER, DEFICIENCIES CAUSED BY FAILURE *ILL 10,0 P\G TO PERFORM SUCH VERIFICATION IMMEDIATELY NOTIFY ARCHITECT OF CONDITIONq CONFUCIING WITH PLANS LOAD SUMMARY CONNECTED DEMAND EXP!REc. ---_�; ANLL PANEL PANEL PANEI _ L A �_ A 2. 2/3 ROOM. DRAWINGS TO BE RESPONSIBLE FOR ELECTRICAL EQUIPMENT ARRANGEMENT E ELECTRICAL 2A 2A 2B 28 G GENERAL (NON-CONTINUOUS) 32,000 VA 32,000 LOAD VA REVISIONS ROOM. DRAWINGS ARE SCHEMATIC ONLY AND DIMENSIONS SHOWN FOR EACH PIECE OF FIRST FmT SECOND SECOND L LIGHTING 150,000 VA 187,500 VA 1• EQUIPMENT IS BASED ON ONE MANUFACTURER. COORDINATE SPACE REQUIREMENTS WITH FLOOR FLOOR FLOOR FLOOR + EQUIPMENT SUPPLIER. MAINTAIN CLEARANCE REQUIREMENTS, AS PER NEC AND PER RECEPT. RECEPT. WCEPT RECEPT. AC-1 t AC-2 R RECEPTACLES - TO 10 KVA 10,000 VA 10,000 VA 400 kCB taw MCB ?30A NCB zso,► MCB \ OVER 10 KVA 50,000 VA 25,000 VA EQUIPMENT MANUFACTURERS RECMMENDATIONS. 400 A O 400 AMP 4ao,MO 4ao AMP 1 3. COORDINATE ALL CONNECTION REQUIREMENTS FOR MEC!JANICAL EQUIPMENT WITH DIVISION K KITCHEN 60,000 VA 60,000 VA.5 H HEATING 280,000 VA 280,000 VA + 1 M MOTORS 340,000 VA 340,000 VA I CONTRACTORS PRIOR TO ROUGH-IN. THIS INCLUDES, BUT IS NOT LIMITED TO, OVER-WRRENT H LARGEST MOTOR PROTECTION, CONDUCTORS, RACEWAYS, AND All OTHER CIRCUITING EQUIPMENT REQUIRED 2504 2504 27,000 VA 33,750 VA FOR COMPLETE INSTALLATION. MODIFY ELECTRICAL AS REQUIRED TO ACCOMODATE. CONNECT COMPLETE ALL REQUIRED MECHANICAL EQUIPMENT. INSTALL ALL DIVISION 15 SUPPLIED O2 2 C CONTINUOUS GENERAL LOAD 80,000 VA 60,000 VA F O F O 1,029,000 VA 1,048,250_ VA STARTERS AND PROVIDE THERMAL OVER-LOADS AS REQUIRED. a ; 7 ~ ` 1,238 AMPS 1,261 AMPS 4. PROVIDE EQUIPMENT GROUNDING CONDUCTOR (GREEN WIRE) IN ALL RACEWAYS. E1,1 r �� f � 5. <,; T GROIUND EXPOSED NONCURRENT-CARRYING METAL PARTS PER NEC 685 AND NFPA 70. 6. PANELBOARDS, TRANSFORMERS, AND EQUIPMENT SHALL BE CONSTRUCTED TO MEET SEISMIC O Y $ GYarn ZONE RATING STANDARDS PER STATE AND LOCAL CODES.YIn 1�5 n o NOTES THIS SHEET _ 7. PROVIDE A PULL RE IN ALL EMTPY RACEWAYS. 1'03 1103 O 8. PROVIDE A TYPE-WRITTEN DIRECTORY IN ALL PANELBOARDS, CLEARLY DESCRIBING THE TEN FOOT TAP RULE APPLIES, MAXIMUM FEEDER i_l.NGTH FROM TRANSFORMER SECONDAR'�' TO MAIN BREAKER IN LOCATION OF AND TYPE OF LOAD BEING SERVED BY EACH CIRCUIT BREAKER. SWITCHBOARD/ PANEL MUST NOT EXCEED THIS LENGTH. 9• PROVIDE ENGRAVED PHENOLIC NAMEPLATES ON ALL SWITCHBOARDS, PANEl80ARDS, PANEL PANEL PANEL PANEL PANEL PANEL O PROVIDE 3-1/2 INCH HIGH CONCRETE HOUSEKEEPING TRANSFORMERS, DISCONNECT SWITCHES, STARTERS, CONTACTOR CABINETS AND THE 4A 48 4MA 4MA 4MB 4MB ' LIKE, WHITE LETTERS WITH BLACK FIELD. FIRST SECOND FIRST FIRST SECOND SECOND PAD UNDER TRANSFORMER/SWITCHBOARD. FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR 10. PENETRATIONS OF REQUIRED SMOKE PARTITIONS SHALL BE SEALED USING METHODS LIGHTING LIGHTING OECHANICAL AECHANOCALCHAIIc ECHANICA O CURRENT TRANSFORMER/TERMINAL CABINET PER POWER APPROVED UNDER THE STATE BUILDING CODE. COORDINATION WITH THE GENERAL 400 AMP 4O0 AMP 400 AMP 400 AMP 400 AMP 400 AMP FI FVgjQR i CONTRACTOR SHALL BE MAINTAINED TO INSURE THAT THE SMOKE BARRIERS ARE COMPANY REQUIREMENTS. MAINTAINED. TVSS INTEGRAL SIZE PER N.E.C. 11, All RACEWAYS PASSING ACROSS SIE JOINTS OF THE BUILDING SHALL MADE O WITH FLEXIBLE CONDUIT, INCHES EACH SIDE OF SEISMIC JOINT, AND SHALL SWITCH AND FUSE SIZE TO BE DETERMINED BY VOLTAGE TRANSIENT WIL HAVE AT LEAST 4 INCHES OF SLACKK TH IN E FLEXIBLE CONDUIT. SURGE CONTRACTOR PER SHOP DRAWINGS FROM AC UNIT H 12. MAKE CONNECTIONS TO ALL PLUMBING, HVAC AND OTHER EQUIPMENT AS REQUIRED. F SUPPRESSOR BUSSMAN MANUFACTURER. POWER MODULE O POWER MODULE SIZE AND OVER-CURRENT PROTECTION TO 4004 4004 4004 603 SWITCH O SIZE TO BE DETERMINED BY CONTRACTOR PER SHOP 13. ALL CUTTING AND PATCHING OF WALLS, FLOOR AND CEILING FOR ELECTRICAL WORK IS METER BASE PER 6 TBDA TBDA TBDB DRAWINGS FROM ELEVATOR MANUFACTURER THE RESPONSIBILTY OF THE ELECTRICAL CONTRACTOR. COORDINATE CUTTING AND POWER COMPANY E1 1 ~� BREAKER SIZE TO MATCH FUSE SIZE AT AC UNITPATCHING WITH GENERAL CONTRACTOR PRIOR TO STARTING THIS WORK. REQUIREMENTS DISCONNECT SWITCH.CURRENT _. _, ._ _. � � _. � _ r O 14. CONTRACTOR TO OBTAIN AVAILABLE FAULT CURRENT FROM P.G.E. AND CALCULATE M CTR AN SF. URRENFAULT DUTY AT EACH SWITCHBOARD, PANELBOARD, TRANSFORMER, ELEVATOR, HVAC POWER CABINETBREAKER SIZE TO MATCH POWER MODULE E EQUIPMENT, ETC. AND SELECT ELECTRICAL EQUIPMENT RATED FOR APPROPRIATE FAULT COMPANY A 400A 400A 400A 6CA 800A OVER-CURRENT PROTECTION SIZE. ,CCURRENT. HVAC UNITS AND ELEVATORS ARE RATED FOR 5,000 AMPS SHORT CIRCUIT TRANSFORMER 7CURRENT, CONTRACTOR TO PROVIDE METHOD FOR REDUCING FAULT DUTY CURRENT TO 1-1/2"C. WITH I SPARE SPARE SPARE SPARE PRO`JIDE AODITIONA! BRANCH BREAKF_RS AS REOUIP.EDcc CONCRETE _ A 400A 400A 400A 60A 800A O ,�_� , O 200A ,200A 100A 100A I 5,000 AMPS OR LESS AT EACH HVAC UNIT. PAD/VAULT PER PULL WIRE 10 250 AMP, 3 SOLE MAIN BREAKER. 4 3P 3P 3P 3P 3P 3P POWER COMP 3P 3P 3P 3P 3P 3P 3P REQUREMENTSNY TERMINAL O3 NEUT. BUS FULL LENGTH — T BU 1600 IMF' BUS 1 CABINET GROUNDBUS 800 AMP BUS COPPER FEEDER SCHEDULE \ MAIN DISTRIBUTION SWITCH90ARD (MDS) cc TO P.G.E. TBDC TBDC \--�2 � — ` � — • — — . _ 3/0 BARE COPPER DETERMINED 480Y/277 VOLT, 3 PHASE, 4 WIRE LOCATION r6 BARE 603 3 X14 CU THWN, 1 COPPER TO M6 CU CND , IN 1-1/4- C. It ; TELEPHONE BOARD TERMINAL --- _---- 1103 3 /1 CU THWN, 1 X14 CU GNO., IN 1-1/2- C. O 2504 4 #250 KCJeiL CU THWN, 1 X12 CU GND., IN 3" C. ~ COLD 10'-0" BUILDING WATER GROUND STEEL -MINIMUM OF THREE PIPE RODS AT CONCRETE 20 FT. REBAR IN 4004 2 SETS OF (4 #3/0 CU THWN, 1 #1 CU GND., IN 2' C) 15'-0"C/C E1.1 FOUNDATION DOTING/ 1 TBDA TO BE DETERMINED BY CONTRACTOR PER SHOP DRAWINGS C FROM AC UNIT MANUFACTURER cc TBDB TO BE DETERMINED BY CONTRACTOR PER SHOP DRAWINGS 4. Z 1 ONE-LINE POWER DISTRIBUTION DIAGRAM FROM ELEVATOR MANUFACTURER cl 480Y/277 VOLTS, 3 PHASE, 4 WIRE TYPICAL OF THREE BUILDINGS TBDC TO BE DETERMINED EY CONTRACTOR PER P.G.E REQUIREMENTS W 30, 0 Q C (D C� mlll�_ 9 5 6 7 PANELBOARDS O /+El1E1.1 4" SLEEVES, TYF �- TRANSFORMER 7 (� � � PANEL BUS SIZE VOLTAGE CIRCUIT BRANCH BREAKERS E1 1 z XE3 CAPACITY CABLE TV� L /J CABLE TV a TERMINAL z SLEEVES N PANEL 4A 400 AMP 277/480 VOLT, 30, 4 WIRE 42 CIRCUIT (1) 110 AMP, 3 POLE AND (30) 20 AMP, 1 POLE BREAKERS ? PANEL 48 400 AMP 277/480 VOLT, 30, 4 WIRE 42 CIRCUIT MAIN DISTRIBUTION SWITCHBOARD / (1) 110 AMP, 3 POLE AND (30) 20 AMP, 1 POLE BREAKERS PANEL 4B� rn Lu PANEL 4MA PANEL 29 W C14J • PANEL 4MA 400 AMP 277/480 VOLT, 30, 4 WIRE 84 CIRCUIT BRANCH BREAKERS AS REQUIRED z w , \ � Z J M O a O to rn PANEL 4MB 400 AMP 277/480 VOLT30, 4 WYIRE 84 CIRCUIT BRANCH BREAKERS AS REQUIRED TRANSFORMER a N w •__ Hsi �� SECURITY PANEL 4A XA PANEL 4M �� SECURITYO v PANEL 2A 400 AMP 120/208 VOLT, 30, 4 WIRE 84 CIRCUIT (60) 20 AMP, 1 POLE BREAKERS 10 TERMINAL TERMINAD Z °' ; M Lo PANEL 26 400 AMP 120/208 VOLT, 30, 4 WIRE 84 CIRCUIT (60) 20 AMP, 1 POLE BREAKERS 10 • . 4 B � B w c � � � � E1.1 �� PANEL 2A 7 _ E1.1 4 W V • E� ,� 2 FIRST FLOOR TELE/ELECTRIC ROOM 3 SECOND FLOOR TELE ELECTRIC ROOM e 1/4 l'-0' 1/4_ 1 -0" W i � y H TYPICAL SWITCHBOARD - BOLT SWITCHBOARD SECTIONS _z 3/4' COPPER GROUNDING SECTION TOGETHER WITH 4 - 1/4" R.H. - SURFACE MOUNTED 2 CONDUCTOR COMPRESSION-TYPE 480V 120/208V +6'-6" TO TOP. S MACHINE SCREWS TWO TOP DISTRIBUTION PANEL 4 _ AND TWO BOTTOM 4 } � a � CONNECTION DEVICE OR PANEL PANEL EXOTHERMIC WELD WITH MAIN FLEX FLOOR FRAME BREAKER GROUND'CONDUCTOR, OR. TH T/160 O 0 NON-METALLIC PROTECTIVE TYPICAL ANCHOF< Y 0 0 ® SLEEVE BOLTS - 4 PER �/ 90' FLEX CONNECTOR. �0 n 0 0 ° 0 GROUNDING ELECTRODE SECTION PLAN VIEW REAR PANEL 1r/ ° 0 ° CONCRETE FOUNDATION -SECONDARY FEEDER. DRAWN BY Y / 3 ° D ° IF FEED IS LONGER J ® O SECTION S�90" HIGHiD PRIMARY FEEDER —� THAN 25 FEET 3 0 AWG BARE FLOOR MOUNTED SAA � � / APPROX. W"F. OF 1 PROVIDE FUSED �- 1 1/8' FLOOR MOUNTED TRANSFORMER COPPER CONDUCTOR SECTION IS APPROX. TRANSFORMER MOUNT ON DISCONAI! CT AT CHCCKEU BY OR STEEL REINFORCING MOUNT ON VIBRATION 10 FOOT LENGTH OF 1200 LBS VIBRATION ISOLATION TRANS' h.MER ISOLATION PADS/ DJO 2 OR 3 HOLE /2/0 STRANDED COPPER BAR OR ROD NOT q' PADS/ SPRINGS PER LUCATtL1N. SPRINGS PER CONFIGURATION 3- MIN. LESS THAN 1/2" FRONT COVER PLATE SPECIFICATIONS. PROVIDE SPECIFICATIONS. JOB NO. L E G E N DFDIAMETER. SEISMIC ANCHORS TO PROVIDE SEISMIC 99-278 FLOOR. --0ROVIDE 3" CONCRETE --�\ ANCHORS TO FLOOR, DATE I' FLOOR FRAME BY FINISHED FLOOR - 1- COPPER GROUND BAR, 1/4' X 4" X 20', HOLE CENTERS TO MATCH MANUFACTURER FINISHED FLOOR -� i HOUSEKEEPING PAD �- 5/5/99 NEMA DOUBLE LUG CONFIGURATION - 2- INSULATORS 3- 5/8' LOCKWASHERS (__ SHEET TITLE 20'-•0" MIN.- FINISHED FLOOR - -RAWC CAT. NO. 6008-1/2." ELEVATION SECTIgh 4- WALL MOUNTING BRACKET SLAB SELF DRILLING MASONRY MAINTAIN DISTANCE RECOMMENDED POWER DISTRIBU i ION 5- 5/8-11 X i" H.H.C.S.BOLTS DIRECT CONTACT WITH ANCHOR-4-PER PANEL BY MANUFACTURER FOR VENTILATION. ONE-LINE DIAGRAM EARTH. ERICO/CADWEL), SQUARE D OR APPROVED SUBSTITUTE . , MIN. 3" HIGH CONCRETE SES HOUSEKEEPING PAD 4 GROUND BUS BAR DETAIL 5 UFER GROUNDING DETAIL 6 SWITCHBOARD MOUNTING 7 FLOOR MOUNTED TRANSFORMER DETAIL NO SCALE D07L NO SCALE D07N NO SCALE FOR SURFACE MOUNTED PANELS SHEET NUMBER NO SCALE D068 t ,r A FI - IzHH7 So/ vo388 697H/,VE H /147 SW �I '+Ave. E 10 1 9uP/H 00 3 slow 39 of ao LEGIBILITY STRIP `Mo 2 3 a 5 6 7 10 11 2 13 111 F. y c3 �T C DZI II CI '"oZ . oe ..«... . .+«n,.,,.,...... .,,,..,.,.,..:.., .n..a .,w.,, __.,;,,,,� ' nwr!,mea' «w,",.r.�+.,.,eew.,...,,,..a>..,,. r».w+a+rvw ^r.w+,«...» +r.,..,•,s.+...r.«..N.,...m.c.,.m....,.n.,..waw,a...,,..,.,,a.�N-+way..._r.,,-r:.,....-,«.,.,..�.,„r.«:„ _ .:,+z. . , .�-«y,K., �IF'.srr,,.rM'sF'h. ,,. ,".,,terga+.�+..«„rrrMri�+aM.tv4*w?..4�+..e,u•wa:+re'+e+�MrrwW. r