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12125 SW 69TH AVENUE-3 ."i S' i. I i LjI XJ4 TIGARD CORPORA EN VEN A.LEE tom' J�ro LAND, PARKING G, A RAGE _;LAND • FOR RENAISSANCE HOLDINGS, INC. BY SPECHT DEVELOPMENT HOLDINGS , INC . , So W. 69TH A VENUE AND ELMHURST STREET PGARD, OREGON 1 REVISED PERMIT tic,r nd, salmon I'urtland, Ilfl<17ZIIS Tel. 50.221.1121 ISSUED Fdx. SI13._'?!.?lli i 04/27/00 VICINITY MAP PROJECT DIRECTORY DRAWING INDEX 1 0W1ER CIVIL/ TRUCTURAL pi _ .,� TIGARD CORPORATE CENTER f 1 t LIMITED PARTNERSHIP VLMK CONSULTING �473933 5W KELLY AVE BY S ECHT NBY SPECHT I EST WE NTS,INC. p,�c�• \^ •_ x.90 ; x --` �_ _ UUDlAB,•' _ r- PORTLAND,OR 97201 {NBA �l�'oT'Q" 15400 SW MILLIKEN WAY CONTACT:JAMES KHALIF to Bw E 4HURBT 2 �e oaf. , BEAVERTON,OR 97006 TRENT NEAGLE O z 1o,N a c1 z c,,' syr"Ep l I `t CONTACT:TODD SCHEAFFER Ln uO`� eP / rO6A Ar B F A ON L ti Q ( AYLCRE N HARM D BOB BURNS PHONE:(503)222.4453 w U) Lu - FAX: 503 248.9263 ¢ w •l�,. D 7: ". x ALF ( ) r } ull Ree PHONE:(503)646.2202 ~ �_ ¢ •,.�0/ j I I -r T� p i Da NDDAN 'C LANDSCAPEEn SW*14ZARA! z a f °n �-- iE a� Fa as FAX:(503)626.8903 Z W CONSULTANTS } 111 I o_ j, 4R W MPT DN J t a .MF�Ins �t°° staW." CHRIS FRESHLEY F Y wa / 1020 SW TAYLOR ST,SUITE 355 w 0 ¢O O re PORTLAND,OR 97205 J`, BW NELAOSE RENAISSANCE HOLDINGS,INC. ¢ 3 Z II �t• 3x/ BW[REE*_v:Fa r 9400 SW BEAVERTON•HILLSDALE HWY. o BEAVERTON,OREGON 97005 CONTACT:CHRIS FRESHLEY W Q F B vARN\ Cco ONTACT: SUSrt HOINESS PHONE:(503)222.9881 CL o z p"j s Fin o� FAX:(503)224.7069 N N PHONE:(503)293.8300 FAX:(50 293-3023 HVAC `� v ARCHITECT BIDDER DESIGN SHEET TITLE ) A0 1 COVER AND INFORMATIONSHEET w o � ___ w swt{ANnetan LRS ARCHITECTS ELECTRIC,9{, ~ ?�O 1121 SW SALMON ST SUITE 100 e °}� BIDDER DESIGN C1.0 SITE GRADING PLAN Q Bw LAND,ARK '� PORTLAND,OR 97205 c; O w MEAD CONTACTS:MIKE GORMAN p S e m C2.0 SITE U r ILII Y PIAN MICHAEL JONES � �� C3 C EROSION CCmITROL PLAN _ (� T BUN,TA :/ c► BIDDER DESIGN _ �AI - PHONE:(5031221.1121 Ss pe o IO l-INSt'ECTfC ',� tr'� sw non;re. O O -�'I i � m r FAX:(503)221.2077 L1 1 LANDSCAPE PLAN ❑ Concrete and P,c'nforcin Steel a; is;t<' r� BW PINI DDK'+ '1 Struc, ai ac2Ciu Vcc CONTRACTQp A1.1 SITE PLAN ❑ Bo1LS InStaliCd 113 G.nc.'E:9 � BAUGH CONSTRUCTION A2.0 BASEMENT PLAN 2501 NW 229TH - Q HI!LSBORO,OR 97124 A2.1 FIRST TIER PLAN ❑ Specizt,',`,•:,;c;,.j;, �t;tt�Concrcto Fr,,;-Q O A2.2 SECOND TIER PLAN CC LEGAL DESCRIPTION CONTACT GORDON CHILDRESS A2.3 THIRD TIER PLAN 3:,r r :;:;:;-,iF;O CLe61 T:ndons CHRIS HAP.7SON A2 4 FOURTH TIER PLAN ❑ &trc�`. .,,... .,,,, _ LOT NO :300.TAX MAP INI32BB.WASHINGTON COUNTY,STATE OF OREGON PHONE:(503) 13.7817 A3.1 STAIR PLANS AND DETAILS r FAX:(503)6+4.7861 A3 2 STAIR AND ELEVATOR DETAILS CITY OF TIGARD,OREGON.MUE ZONE ❑ ` A4.1 EXTERIOR ELEVATIONS/BUILDING SECTION A4.2 EXTERIOR ELEVATIONS,BUILDING SECTION AREA CALCULATIONS CODE INFORMATION A5 1 SECTIONS AND DETAILS BASEMENT TIER 21,350 S.F 67 PARKING STALLS u OCCUPANCY(SEC 311) S-4 OPEN PARKING GARAGE FIRST TIER 24.185 S F. 75 PARKING STALLS CONSTRUCTION TYPE TYPE If NON-RATED(NCN•COMBUSTIBLE) S1.0 FOUNDATION PLAN ❑ Filinc,,('r;? ,:;, ;•;:�;,a ;•.:-; ?r3 SECOND TIER 24,185 S.F, 78 PARKING STALLS (ALL CONSTRUCTION NONRATED EXCEPT FOR S2.1 FOUDATION DETAILS ELEVATOR SHAFT) S3.1 FIRST TIER P.T SLAB PLAN 5h0!Cr(3i9 PROJECT NAME THIRD TIER 24,105 S,F, 78 PARKING STALLS ALLOWABLE AREA(TABLE 3-H) 30,000 PER TIER S3.2 SECOND TIER P.T.SLAB PLAN .:j FOURTH TIER 17.582 S.F. 54 PARKING STALLS ACTUAL AREA 24,000 PER TIER AREA INCREASE NOT USED O Specisl Grad1:1�,�:;�Lyi,:ion and Filing S3.3 _ THIRD TIER P.T.SLAB PLAN ALLOWABLE HEIGHT(TELE 3-H) 8 TIERS S3.4 FOURTH TIER P.T.SLAB PLAN ❑ Smoke-Corhoi SyC;sms ■__ TOTAL 111,487 S.F. 352 TOTAL STALLS ACTUAL HEIGHT 4 TIERS W SPRINKLERS NOT HEJUIRED S4.1 FIRST TIER REBAR PLAN p ct,on / (SEC 904.2 EXCEPTION 2) S4.2 SECOND TIER REBAR PLAN Other Ir.s o I G�liL4ir L ■ S4.3 THIRD TIER REBAR PLAN T EXTERIOR WALLS PROTECTION BEARING WALL•1 HR IF LESS THAN 10' S4A FOURTH TIER REBAR PLAN „ ABBREVIATIONS NOT RATED ELSEWHERE v, S5.1 CONCRETE DETAILS NON BEARING-SAME AS BEARING S5.2 CONCRETE DETAILS Aw 6 AND EXIST. EXISTING O.C. ON CENTERS S5.3 CONCRETE DETAILS AT EXP EXPANSION O.D. OUTSIDE DIAMETER OPENINGS-NOT ALLOWED LESS THAN 5' CiTY Gfi TIGARD Waft N POUNDS or NUMBER EXT. EXTERIOR O.F.C.1. OWNER FURNISHED,CONTRACTOR INSTALLED Approved_-_ O.F.0.1 OWNER Fl1RN SHED,OWNER INSTALLED OCCUPANT LOADING 200 SO.FT.PER PERSON,2 EXITS AT 30 SP-A1 SITE PLAN(for Street Opening Permit) f A.B. ANCHOR BOLT F.A. FIRE ALARM O.F.R.D. OVERFLOW ROOF DRAIN 120 OCCUPANTS PER TIER A C. ASPHALTIC CONCRETE F.B.O. FURNISHED BY OTHERS OH. OVERHEAD A1.1 SITE PLAN(for Tenant Improvements to Bldg.-A') """ Conditona,IJApproved.....,-- _ A.D. AREA DRAIN F.D FLOOR DRAIN OPP. OPENING STAIRS 2 STAIRWAYS REQUIRED(NOT RATED) For on: ed In' ( j ALT ALTERNATE F.D.C. FIRE;DEPARTMENT CONNECTION DPP. OPPOSITE }'11110 WOE( as des:,,,Ll ALUM ALUMINUM F.E. FIRE EXTINGUISHER ELEVATOR YES,1 HR SHAFT REQUIRED PERM;T NO._EiC�__��o o I I Z F E.C. FIRE EXTINGUISHER CABINET PLWD. PLYWOOD REVISED DRAWING O REISSUED UNCHANGED �DELETED ® ISSUED FOR REFERENCE ONLY See LntlF, to F.C. ;,:- BOC BOTTOM OF CONCRETE F.N. FRE HYDRANT PT. POINT CLEAR!EIGHT(331.9.4) 7'•0'MIN.CLEAR BOD BOTTOM OF DECKING) F.H.S. FIRE HOSE STATION PTD. PAINTED FLOOR TO LOWEST POINT APOVE t , .;\ ................. BOF BOTTOM OF FRAMING F.O. FACE OF Joh Add-';•.-_jl _ �`� •.. BOG BOTTOM OF FINISH GRADE F.O.C. FAC[OF CONCRETE R. RISER VENTILATION(311.9.2.2) 20"/OF EXTERIOR TO BE OPEN TCL BOM BOTTOM OF MASONRY F.O.F. FACE OF FINISH R.D. ROOF DRAIN BOP. BOTTOM OF PAVING F.O.M. FACE OF MASONRY R.O ROUGH OPENING ADA PARKING ADDED ADITIONAL PARKING IN FRONT OF BUtLIDNG A, rX B O S BOTTOM OF STEEL F.O S. FACE OF STUD R.W.L. RAIN WATER LEADER GARAGE NOT ACCESSIBLE _ B U BUILT-UP F.R. FIRE-RATED REF REFERENCE Q BUR BUILT-UP ROOFING F.R.T. FIRE-RETARDANT TREATED REINF. REINFORCE(D)(ING) BIKE PARKING ADD ADDITIONAL COVERED BIKE PARKING IN GARGAE BD, BOARD F.R.P T FIRE-RETARDANT PRESSURE-TREATED REQ. REQUIRE(D) CORNERS BITUM. BITUMINOUS FIN. FINISH(ED) REV. REVISE(D)(ION) BLDG BUILDING FL. FLASHI NG) CAR PARKING STANDARD-8'-6'X 18'-6' BLI;G BLOCKING FLASH'G FLASHING SSD. SEE STRUCTURAL DRAWINGS COMPACT-T-B'X 16'-6',40%MAX. BM BEAM FND FOUNDATION S. SOUTH BOT BOTTOM F r. FEET S.C. SOUD CORE PARKING SLOPE-MAX.5% BTWN, BETWEEN FTG. FOOTING FUR FURRING(FURRED) PC C'FLASH'G COUNTER FLASHING S.D. STORM DRAIN PC C.B CATCH BASIN GA GAGE S.S. STAINLESS STEEL C J CONTROL JOINT GALV GALVANIZED SIM. SIMILAR C L. CENTER LINE CIL GLASS(GLAZING) SPEC. SPECIFICATION(S) O C M U. CONCRETE MASONRY UNIT GND. GROUND SQ. SQUARE C O CLEAN OUT GYP GYPSUM STL. STEEL CLO CEILING GYP BD. GYPSUM BOARD STRUCT. STRUCTURAL CL.R. CLEARANCE) COL COLUMN H. HK3H T. TREAD C•ONC CONDTTiuE H.0 HOLLOW CORE T.O.C. TOP OF CONCRETE SYMBOLS SHEET TITLE [OND. CONDITION H k4 HOLLOW METAL T.O.D. TOP OF DECKING) CONFIG CONFIGURATION HDCP. HANDICAPPED T.O.G. TOP OF FINISH GRADE CONN CONNECTION HDR. HEADER T O.M. TOP OF MASONRY CONST CONSTRUCTION HDWR HARDWARE T.O.P. TOP OF PARAPET CONT CONTINUE(OUS) HGT. HEIGHT T.O.PL. TOP OF PLATE SYMBOL DESCRIPTION REMARKS SYMBOL DESCRIPTION REMARKS HORIZ. HORIZONTAL T.O.S. TOP OF STEEL. I D DEPTH HR. HOUR T O.W.. TOP OF WALL D S DRY STAND T.S. TUB[STEEL_ NUMBER ON TOP REFERS TO DWG OMCE ROOM IDENTIFICATION SYMBOL DSP DRY STAND PIPE I.O. INSIDE DIAMETER THR THICK(NESS) y.1 DETAIL REFERENCE SYMBOL DBL THRESH. THRESHOLD LOCATION. NUMBER ON BOTTOM IV S ONS. 27 .00 DOUBLE INCL INCLUDE(D)(ING) REFERS TO SKEET NUMBER IL�IH€ DEMO DEMOLISH,DEMOLITION IN . IINTERITE(D)(ION) TYP. TYPICAL DIA. DIAMETER INT. IINIERKIFI DIMENSION 1�_0. CI ONST.SET: 04.10.00 DIM _ DIMENSION LINE DIMENSIONS TO FACE OF CMU, ON DOVyf,I U.O.N. UNLESS OTHERWISE NOTED _ DR. DOOR UN-FIN. UNFINISHED BUILDING SECTION REFERENCE SEE DETAIL_REFERENCE SYMBOL r FACE OF METAL STUD,CONCRETE LPERMIT SE) 03,29.IV M.B. MACHINE BOLT DWG. DDTL ETAIIL M.O MASONRY OPENING VERT. VERTICAL �1 SYMBOL ABOVE. I OR CENTER LINE OF GRID,UNLESS z MAn MATERIAL OTHERWISE NOTED MAX MAXIMUM W. WEST CHECK: L'4S E. MECH MECHANICAL EAST W. WIDTH,WIDE IS DATUM POINT SYMBOL DRAWNBY.- DAV E.B. EXPANSION BOLT MFR. MANUFACTURER W.G. WIRED GLASS E J EXPANSION JOINT MH. MANHOLE W.P. WATERPROOFING) E J ELECTRICAL PANEL BOARD MIN. MINNAUM W.R. WATER RESISTANT SECTION REFERENCE SYMBOL SEE DETAIL REFERENCE SYMBOL EA. EACH MIS[' METAL ANEOUS W.W.F. WELDED WIRE FABRIC A8.1 ABOVE. - SPOT ELEVATION SYMBOL PROJECT: 99121 EL. ELEVATIOfI(TOPOGRAPHICAL) M7L METAL W/ WITH / 'w ELEC. ELEC AL; W/O VOTHOUi' ELEV. ELEVAT N. NORTH WD, ''JOD EMERG. EME4GENCY NA.0 NOT INCCNTRACT WT. WEIGHT ENCIL ENCLOSURE N.T.S. NOT TO SCALE A EQ. EQUAL NO.(or fI) NUMBER YD. YARD. EQUIP. EQUIPMENT NOM. NOMINAL- ELEVATIOP'REFERENCE SEE DETAIL REFERENCE SYMBOL 9 SYMBOL ABOVE. DOOR SYMBOL A0w 1 12126 SW 69th Ave. BUP 4000-u0112 ' 1 1 of 30 S _0LP4ARCNMCTS INC.0D TE C TER O 11 IIII�IIII Liu ILII ILII ILII ILII ull ILII ui'I Ini III ILII II Ili II I ILII IIIf IDI II j i II Illi lalll13111 IIIt4II II Illlllllllll�lllllllll�l ulni l! ILII I ,Inlun�! lullllllllllllllllllllll�lllll l l llllll (ll llllllll lll!u II Illllll�lllllllll�lllll _ LEGIBILITY STRIP le 17 le to zo zl 22 za za ze ze 27 2e zc 30 IO�IIIN.•I GB CDw, y a ,n y iK: 5 A 4' ii i, � 161 f i \ I 1 r� 4 f~ - — -- 'C 1121Swsalmon _ Suite 100 - 5 Avrtlend, OR 9720 TOL 503.221.JL21 _ _ -- -- - - - - - - - - - - - - - - - - - - -� — - - _ , _ s W3221 Z077 T�- 3"3= - 11 ^ B2 [2 �s = _ - J�f _ -_ - - - - - -• � � _ -- \,- - -- - - - - - - - - - - - _ _ 1. - - - - - - - _'- - - - - - - - - - - - - - -- . �, - - - _ ` 3-� W - - - ------------ -- ------ _ _ 273- 273~� 274 '`Y� Y `__ - - J --------------- 27� J_ -_, �_ _ _2'3 - 273 - =� r - \ —`', —..—:.f— - .. �..—..__ i '•• � _ -- � � I: ^ (111111■ _,. -._-_ •-_ -� �' _ --- ------ — _ --- "All I 7Z 272 _- BUILDING A ct ,11 --------- 271 271 Lu 270 27 -LU Lu � cl� - ' 69�� 269 �� CL ct O - � -- - _ - - - - - - - _ ! — E-+ -------271-- --------- 8 '_268 -� (� � ZZ �r 6 Q cc {0 ------ -�► '1 ------ - d� + - ---- 267 cB �-, - - - - - RI 265. 66 �O r I,^� - - - - — - --------------- 26g -------------- 26Q ?68 --= --------------------- 268 -------------- ---- -_ - 266.3 °] 5.7 - j 266-,, 663 265 - I i ABANDON EXITING EXISTING GARBAGE - - NEW - - - - — • ENCLOSURE _. _ _ _ ,•, - DRIVEWAY V 0 SITE GRADING PLAN Q OOSITE 1 :20.0 ct W SITE GRADING LEGEND i -------- �--� EXISTING CONTOUR UNE � NEW CONTOUR UNE CATCH BASIN • MANHOLE 04, ♦� UTILITY POLE SKEE i''LE i' DETAILS OMITTED Iw FIRE HYDRANT EXISTING SPOT ELEVATION _— NEW SPOT ELEVATION ® METER l PROVIDE STAKE. SEE SPEC'S UTILITY VAULT EL ELEVATION m TRANSFORMER AND PAD a.m. BEN04 MARK VALVE BOX COVER n o[pyrr T.O.C. T CURB ® LIGHT POLE LL�At�ores 4.27.00 B.O.C. BOTTOM OF CURB ! WALL MOUNTED LIGHT L CONST SET: 4.10.00 M.H. MANHOIi_ C.B. CRTCM BASIN FIRE DEPARTMENT CONNECTION PER�lrT SET: 3.19.00 I CHECK. TN I DRAWN Br.• PEIIA I i PRC X,-". 99121 99277C1.O.DWC VLW PLOT DATES: 9/10/99 13:28.50 WTW 1/26/2000 16:13.32 PEM ciao V27 2000 417.99PEM22000 13:53.6 PEY13/2000 16-39. 0 4/72000 1 29 0 99277C1.O.At►q 4/27/2000 16:58.48 ARM 0 LR5 ARCmiTEC TS 97 12126 6W 6Nh Aw, , Kw awe-wu Sol • '_._ �• • i lii•'Itl:IHI If11 Ilii 1111 Ilfl IIII Ilii HI IIN RII!IH II cm 'I ' I ! ' ( I ! I I II ItfII1R1 t'tllllll Intl!nt!ptII11I iff!�` fill IIIA jII till !t'a ~ �, 9 ,;Il rt 111111111II IIII III)11111111 Ilr,•II - 1 ( 2 3 +� �. LE6ttiLtTr ;TRiP c , I I _--.__--1 Ip...r� 10 t I 12 I� 14 I t9 t7 is Ita 20 21 22 23 4 e 28 29 30 CDN r,T ,.1 J T' f 4 e:r!:�9,axx,uax�r:;�.�t,ss,., .�,c:• _ :..*,�r�la�srsr;r�rzs�rr" ,rr �I r ... I:,1 r ,a i R •ti( s I J J L ' N T "Y" R F) N 4 4 ,,1 1 � V V H lj I� t hL _ - - l� F- - - - -- - — ---- _�. - 1121 SII Se -- - lmon - —. - ----- _.��-_ �-.- Y -- - -- - _--. - --- ----- - _ -z-- _ � - � - - •� �~ - -r- - - - . - - - - , ... -' ._- 7 ^• . ___. -- - i -- - , �'"-�'-�____ -_� .-- - -- .. ._ -- -- ---� -- _- - '= Portland, OR 97205 rel 5.03 221.1121 111 _ — -+ -- -- -' - Fax 503.221.2077 >� F Al 1 l I _— �— -- •—.—.—�. _ _ - -._. ..._.1. -- _ --_ r _ —– -- ''"n Y •1' .•\ / ., r /` I� ` ~l !��. — —-- --— 11 _—' .,•�. �,�_, I —————— ———-- —— ———— —— �— ��— `1� 4/ W M Qw, 5 a W -�• 1 '�: ' ..•i f' - _ _ _ •. I --mss--- I [� ,: C Y o Z lie F-+-i L - - - - � rn0r O E-4 I s, a : • — — ( ----- I E i I 'j z Ei , , rr I - iANG A - I IJ_ PENN cc + L 7 W 6 Lu ,- r-•Ti ' I,. , I I ' { \ �. I:_) W i ': li l `•r':% \III• �1-, 1 (�I! \ �-,1'I, ' - — � I I I I � CyQ.. � Cc i ,^, E`LOl `��J Ei TS CL II � QD 0E. 283.00 j I c f Q r^I I -- I _I 77 a, : ' f. GCT' L I PROJECT NAME Lr 7. .Z)C� 4" 01•_ r �t r"� CATCH BASIN ' . . ZLVV . rA7ENUEh" -- - r- (1 r ---- - i X E ri -- — - - — - - - --- - _ - IF 215.4 n A Ccr, C'I_/1`7':i 5f? RIP -RAP w -- r ? ( B ACCESIBLE PARKINb SPACES WILL \��••''"' BE PROVIDED, ONE WILL BE ':AN ACCESS12LE1 f ! I I � Lu .-- 2" )HICK C.I. GRATE (2`-0" x 2'-0") FIRE HYDRANT^�'- 1 EOUALLY SPACED 1" DIA. HOLES SITE UTILITY PLAN j / —•2" THICK, 3C,000 PSI GRAY IRON, � SITE UTILITIES LEGEND oos�TE 1X30.0 CU 1H / HEAVY DUTY CAST IRON GRATE. LtR6'Q \iEW SANITARY SHE[T TIT!E % — p"SAN— � / /--PLUGGED ACCESS M"SAN - EXISTING SANITARY / RIM / / / /FINISHED GRADE ——— N"S1`;—" NEW STORM SEWER CATCH BASIN SEE DLAN \ \ \��\��\��\� c MANHOLE r e � - �!"..TS EXISTING STORM SEWER � ! — CAULK FITTING WATERTIGHT E— NEW ELECTRICAL �- UTILITY POLE TO CAUL KING HUB FXISTIN-3 ELECTRICAL FIRE HYDRANT ` CONC THRUST ' I/ A� C MMEN* J 244," i - D!.F ORIFICE BLOCK REJUIRLD' __ --VALVE BOX W— NEW WATER a METER P[Ryrr FITTING r VAT10N _` ._-W-- EXISTING WATEP I Qrrtvrsror+s: 4.27.00 n BEARING AREA _ UTILITY VAULT 2.1 SG. FT. ' 2) 3/4" THRUST P,OCJS DW- DOMESTIC WATER CONST. SET. 4.10.DO ! • \ PIPE INVERT MAY BE SUBSTITUTED CONC. THRUST BLOCK ----- FW- FIRE watER TRANSFORMER AND PAD n LE PLAN FOR THRUST BLOCKS I.E. INVERT ELEVATION .� LIGHT POLE I PERMIT SET: J.29.00 �— C.O. Ci FAN OUT OIL TRAP WITH ► F" C.LP. WALL MOUNTED LIGHT Ci.EANOUT M.H. MAN HOLE FIRE DEPAR TMFNT CONNECTION � l C.B. CATCH BASIN Dec VALVE LCHECK. TN DRAA RY. PEM �TA8�3_ r • THRUST BLOCKING L ------- NUTES � �� , o A.) CATCH LJBASIN TO BE CONSTRUCTED OF 10 GAUGE (MINIMUM) STEEL o o . ao wd. PRQJEC': 991!1 WITH ALL JOINTS WELDED. B.I OIL TRAP CLEANOUT LID TO BE PLUGGED ACCESS C.'- CALK PIPE TO CAI KING HUB A$ 8 C.� �� \ `•,, 99277C2 0 DWG VARIES \�i\��\�� ` MAIN LINE TFF D.f SET CATCH BASIN ON 5' THICK COMPACTED CP.USHED _ _v -- --- ROCK OR SAND BASE 6" SIDE OUTLET I E) BACKFILL AROUND CA1(:H BeGN WITH DRAIN RUCK, NC HL' K FLANGE`:, MIN. 4 CUBIC FEET CRUSHED ROCK G" FL. X M.J. AROUND BASE FOR DRAINAGE GA TL VALVE VLMK 9/15/990716:24.23 BMD C2,0 1/27/2000 9:16..c PEM 1 TYPICAL CATCH BASIN DETAIL 2 FIRE HYDRANT _ _ Y27Z 1 /2000 13:5x1.37 PPEEM 2• _ �.� tl a 1)- r1+1102-� 2' ' 1Z 4.4 WTW 4%7 000 17:11. 7 WTW 99277C2.0.dwg 4/24/2000 9:25.35 PEM _0 LRS ARC, tCTS 9% y; 12126 SW 69th Ave J IP 2000-00112 30 _. ... _ —� `-- _ _ ^..•+..ter.•.,_..... <"a4.. .,r.0 a.vrwrnsa.:..�w.w"A,a.0 nwrNws_ �tl IIII IIII IIII 1111 jjll jlll IIII 1111 IIII IIII IIII 1111 IIII IIII IIII 1111 IIII IIII IIII IIII IIII IIII fl I1�111•III�I"'ll"w'll�l"III IIIIAIIII IIII IIII IIII IIII IIII IIII II11 IIII IIII IIII II!I IIII Itll IIII"II�IIIII'I I�111 IIII IIII IIII IIII I� j MT LEGIBILITY STRIP { clr!6 1 2 1 1 1 1 1 1 1 I I I I i I I I I I I I I I I I I I I I I I I I ro.�.lew 1 6 sb b to III Ill 113 IIS► 1 IIe 117 IIe 110 210 21 212 213 24 215 216 217 2I6 210 310 CDa r Ly,n w i' r t 7' U N T Y F A D W . 9 TH �_j L F3 T. - - c- 'MUE - ED i 1--�---•s--_ -�- � '�+''�-'-- - --F-_T«"'�'_" -• -- - - -�t-- ^- - t- - _ - �_ - ------�-=+-•- --'- -- - - - ' - I 'ter,,✓ � K - — - -- - - - - - I _ r 11?l SI00 Salmon / _ •, \ ..� _ • _ _ _ _ ��+,r :`��'•\ � •'� �/� � Swi 274 rj --- ._ -- • -- ti�� _ --1 _�\•_ -. - i - �, _ z- �- _ _ +- _ - _ i )�z _ �. _ �.- y - Portland, OR 97205 1.1121 Tel 503221.20 Faz. 503.221.207% y ism 27 n11 \ - � - - \ _ - - -- \ ♦ •' - I .fir }► 4D I IF — 272 8.4 \ MWQya z (^ \ 13�)IliZDI1 A. r / r/ // / / \\\ t \ I 1?L \ 7 I `� - C Y 3 2 30 `, r ,% /r , 73.C? `\ ,�, '� V d o h y a i '-a. _ `.tw � \ / \�"_"�' ,, � / / •••�. F _ •y/�� I { �j rl I i / � � \ \ \ I I , .• �- �I I � ,.t�"t � I r ! �`/-1 ` 1 , -__. / / / !' \ \ ♦ r// / / tit F.E. (!. > M a n. ,I r` . - / / , \ �.. •. / r ,' I , ` ' . \ , \ \ EXIST, Nf \ } f fYlt '1t -�� ..-. Lia .� i j i. L1�) T /1� -1 - -_ZC ��B.�J ! \ / / ,' } � / �._// ' / / ! t ♦ ---- 2� : - —L'li____ I ( • IiII o �h 'vt �► _ __ _.. ---_ t `� \ �- �' / r / I J "� � It- - - - I , ! T V i ' �/ �A�\ "/ / I / \ _ - '' r / r , 1 \ ,• J / _ ♦ CONSUL TA 14 T$ "\ �1/• t'/1 f r !i I r J` til i T4 YY 2f 6.11 r \ ♦— I _ '' I O F `24",1.'• 1_' .• r \ 1 � till r\ ,t t `� 06 ZE,9.94,r, /V4' , C� , - J `, /' J!/ /y •,\ \� ` Y --.- ..� - -_ '�•w `••I` t1. ' rr �♦ I i \i 2�, / \ \\ )i \ _ I � l,tlt ' t t ` _l- -- -- \ L. " / ` -- - -- - -,4 y \_•��r ' \ rrCt 7r` % f\JI - -- - - -- - aalc - ! '�� I �• ! ),',p � \, �-----� � // ! \,_�T1.,1 _ '_ �. ,-,- - _ ,�. `ti. '\ I\++ �;, '.�, •I`--1 t � -� ii l I! I I � W , 60, _ ,_ -T•QE.260 / / ! // r ---- - \' - / , i I .1� r\ \ f Ct` \` \ t i S LI , '-.._ � 1 \ -\ _ _ - I _ -", - IrI i ••, : (`, ,•\ \t - -�-1 "` 1/r ' � /Rl'1 GY` f i �` - ,� -``, .. _','' // / \\ \ ` \ _ _ I 1 '�'�i i 1} + T.' ,i \ � ;`` 1 ; - - - I '`/ i. .- - 'I: �I- I '' �' ) I ' �' ' - O // r~ +1 `\ \\ \\ 11 � % ? / u ; ( - I y +, \�, \\ (\ 1 ,('�� Il_�� ''Fr7 _ - , i r� 7TOW 2B6 0. i(_ \� MINE �T�I__G56.t.: `� ---•� • r' 1 \ J -1 \ 1 \ \ \ \ _�! s \\ i. / is „ I �' ' Iry - _ - -- -- ----- } - - Q INLET BARRI \I f c"T( �j r C- - --------- ----- ------- L+ ` .Y� \ -DETNL - 1--- � "- �fi• \ ^ r - _ - - - \ J I I — — t + \ n\ -\- ,\ r11 J�•.I _:tri - •�t _ ..JN � �R _ { - — r i ! SON CONTRC� P 1 \ r / t8 - _ c,r • ~ \ '- -- ---F- -- - ERQ I LAN - STANDARD NOTES ERO-N015 11 \ \ - _ 1 r I - I ,� -- `66 _ .- - - Rlti '9e2 \\ y 1 _. !/ 1�� 15 `,`'�T-== --=------------------ 26v4 - -= --------- EROSION --� --, , rj ^ I ` RECOMMENDED STANDARD NOTES FOR EROSION CONTROL PLANS 1 �• l ' ; /'2J '- - �\ 1 \ � \\ T(-.k LS• v1 � ~ -' t' t, � II V rcc r =.r„ . _ `\ \ \\ \ \\ \ \ . ''t � i - 266.E ~ I _ ;6_ - Q (FROM TECHNICAL GUIDANCE HANDBOOK, REVISED FEB. 1994) }111 I ~ _ r� , 1 -._ T _ _-- - - - I \ 11, 1r/� / �I I O/. � �_'�'" '- •�` 2bt) \\ \\ , \ �'tr' I 1 /� �I \ rJ6 _ /1 A. ALL WORK UNDER THIS PERMIT WILL RECUIRE SITE EROSION CONTROL IN 1 11 _• `�` - - EROSION 1 11\ J ! (ir 1 7 _ J - \ \ , COMPLIANCE WITH ALL PROVISIONS OF OAR 340-41-455. $I TF ) � / \ CONTROL LAN TO BE APPROVED AND CONTROLS IN PLACE PRIOR TO 1 1 1 r .r ----� --- J'---------- W.�.� __._--- =- ,r•�r.> Y__�sf �.--r-. .' z � ._ ,� .,, �y� z �rf. j�\ IL- -- CONSTRUCTIQN. 1 - f J-' -- ------- ----------------- h ---- y---- -- -i-- - --r--- -- - - �- �. •.,ter•, Now V � _ t , ' S L� ,:♦ B. APPROVALI I J l C� I J ' -., C ` 4��• �`,,_.; ,;,� �� T.� -__ _ r OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES 1 1 � ! r 1 � J J U•-' � J 'I�-c J '1-' J ( t� ,�c_, •tJ ( �•;�� G !� -' \y t l.] r!'`> K 1_i Y':=S'\'��` � , - '�'� - - �'r''. ,' f 7.:�✓ ;' ` _ -_- --' - NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD ORDRAINAGEt i 1 r!- / i II �,- ,- �, _ - - _ - t - *• - - 4 4_ 1 1 r j 1 ,t ;�. � ?',-. '.�,_ ,C J ) 't.-- fi: / \ •�'•, T -►•\h ,� - -+ - - __ � DESIGN i ! - - 1 r i /i Y• �, �,� rv!,^ .� _•►\ - - -(E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, 1 � r '(} `'' 'r �• r �.• �'"•�-'' `_', r'�` �• •.• - 4� - y - _GRAVEL - , 1 t I r( 1 ' . n `� i- r' .1 ` i. CHANNELS, RETENTION FACILITIES, UTILITIES, ETC. / r I l ( 7 ? y.� I \1 <-• � {j��• - S C -_ - I l i ( I! Y' ,• -,. �- l/ \ ( I t . (.I \ ) ") •FSI ,-Y _ TA" ME�1 \ ! / I. _ � - , C. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, 1 r} I J L[J 1r ,1 )� I < ✓ -y� t I -r Lr' ?1 + r - r ! .^, 1 L J �r C )Z`I- U TTI`" LI t. ..> 1,7 C'9-' < <' 7 -i' 1 r.L,, �, , \ : + t 1 O I t i• - - - - _ C. - �\ (I t \, l i (. >-' C'+ l PR rJ �) MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC `� {� r 1 •��' I ••,r' `^' �'• r'-'•, !--''. y �'-'` .^. ., /-� •--'., r--' .-•, -- �.-. - - � \ _ _ � PROJECT AME FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR . ;, I;,C u•.� �. S._ J r �) , s j (\ ,tom -) s• '`c;• `) '- UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AN _ �' tiJ,t' :e _ _ ♦ _ VFOETATION/LANDSCAPING IS ESTABLISHED. D t 1 %.0 _ _ r � - i.._. ~ D. THE BOUNDARIES E CLEARING LIMITS S,IOWN THIS 1 1 '' ! ! / r 1 - SEDMEli7 FENCE ES OF THE ON IS PLAN SHALL 1 1 / ! ! ( SEE DETAIL _ , \ 1 \ + \ SELMMENT FENCE BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION DURING t+ / - - _ i ! !�I \ TYPICAL `� \\ \ \ \ \ ` _ - - T�M�NL 1 \ ., THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE / i 1 1 `' FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING }1 / // J ! t�r f SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. E. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN ANGLE BOTH ENDS OF FILTER FABRIC Qd CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVI*IES, AND IN FENCE M ASSURE SOIL IS 'TRAPPED SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. O EROSION CONTROL PLAN F. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM �2�C1,O c REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO INSURE THAT SEDIMENT INTERLOCKED 2' x 2' POSTS - AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE, AND ATTACH G. THE ESC FACILITIES SHALT. BE INSPECTED DAILY BY THE TOP VIEW 0 APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. FILTER FABRIC MATERIAL H. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND •- 30' WIDE POLLS + MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS O FOLLOWING A STORM EVENT. L .• �;� I. AT NO TIME SHALL MORE THAN ONE FOOT OF S"C'MENT BE ALLOWED TO '. ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND 14 CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. b THE CLEANING OPERATION SHALL NOT FLUSH crOIMENT-LADEN 1 WATER INTO THE DOWNSTREAM SYSTEM. J. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLLU AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF �p -- � -----'---'`-----------------;;------- Lu THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED ' ENSURE I THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE 6- MAI000M SPACING PROJECT. STANDARD NOTES FOR SEDIMENT FENCES: \ FRONT VIEW _ �' SHEET TITLE 1- THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT 2 ev 2- Flt OR PIE P08T3, TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN STANDARD OR BETTER OR JOINTS APE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER EQUAL ALTERNATE: STEEL I—_— FENCE PO4TS I ONLY AT A SUPPORT POST, WITH A • 'NIMUM 6-INCH OVERLAP, AND _ BOTH ENDS SECURELY FASTENED TO .,AE POST, OR OVERLAP 2" X 2" POSTS AND ATTACH AS SHOWN ON DETAIL. STITCHED LOOPS TO BE —USI— PERMri INSTALLED Old UPHII OVER � LOOPS I OREvrsroNs 4.17.00 2. THE FILTER FABRIC FEND- SHALL BE INSTALLED 70 FOLLOW THE SIDE OF SLOPE OVER 2' X 2• POSTS I CONST. SET.' 4.27 0 CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A � MAXIMUM OF 6 FEET APART ANO DRIVEN SECURELY INTO THE GROIIND A FILTER FABRIC RUNOFF WATER MIN SEDMENT I PERMIT SET.' 4.19.00 MINIMUM OF 18 INCHES. MATERIAL- DWY BOTTOM OF ��/��. ~ GRAVEL (12' MIN. DEPTH) 3, THE FILTER FABRIC SHAIL HAVE A MINIMUM VERTICAL BURIAL OF 6 FILTER MATET & moi,' 18MIN. I CHECK. IN INCHES ALL EXCAVAT:D MATERIAL FROM FILTER FABRIC FENCE M 0• BY TRENCH �; INSTALLATION SHALL BE BACKFILLED AND COMPACTED ALONG THE °'� 'r �A•,6b +a Dl HEWN BY. - IN ENTIRE DISTURBED AREA. SACT ALL AWAS OF \ \\��/\ W6 r 8� FILTER FABRIC TRENCH �' //,�/ 6� •� ��6 �r�6�6 8��;, PEIV a. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE 6 — MANUFACTURED STITCHED LOOPS FOR 2" X 2' POST INSTALLATION SIDE VIEW , - 6 PROJECT. 99121 STITCHED ;.00PS SHALL BE INSTALLED ON THE UP HILL SIDE OF THE SLOPED AREA. ` 99277C3.DWG \SEDINENT WNW MESH WITH FILTER 5. FILTER FABRIC FENCES SHALL BE REMOVED W14EN THEY "AVE SERVED FABRIC ON TOP THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UFjLOPL AREA HA, BEEN PERMANENTLY PROTECTED AND STABILIZED. � D WATER 6 FILTER FABRIC FENCES SHALL BE INSPECTED BY 1 SEDIMENT FENCE 2 INLET BARRIER C3x0 APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL ANF` Al LEAST DAILY DURING PROI.ONGED RAINFALL, ANY REQUIRED REr'AIRS S: Ero-ssdl.dwg 1 2 1 -O S: Ero-init.Ewg 1 2 SHALL BE (.JADE IMMEDIATELY. 3. Z VLMK PLOT DATES: =0 LRS ARCHITECTS 97 -" 3/18/2000 15:3.27 WTW ---- --- __� -_- --� _ 99277C3.Awg 4/10/2000 9:13.58 WTW 12125 SWSithAve. ---- iw 21xa•oolu ! 30 ' Cm�IIIIIIIIIIIIIIIIIII(IIIIIIIIIIIIIIIIn�lnyul�nnlnll(NNlnll(IUIINI�lnllnll II)IIIIiIIIINIill I ullnllnulNnl N�uNllNyN IY IinIIUIIIIIIInnI1Nllnulnullnllllnllllllllll Illlllnl a illlii'iiiil ullli n iliiil li li 111 Iniii it IIuIIIIi nnl n ( _ LE6IBILiTY STR1� I I "`- -•� Tobe■los 10 I I 1� 13 14 la 17 Ie 19 20 21 22 23 24 2I5 26 27 2.9 210 310 rCD r Sir;l 1 . M Y. 5`. 5i. f I �,ZS1'E 74 �� CH OPHE J. RES OREGON -- ---AL 16N TREES IN BETWEEN- �W &qTH A\/ENUE WINDOWS (TYPICAL OF EACH 5 AP ELEVATION) M - -- - -- _ - - - - - 1121 S.W. SalmonSuite 100 R 5 B -26 FGR - Portland, OR 97205 Tel 503.221.1121 Vj ------------- Fax. 503-22L2077 �-27 FG ` - _ J17 ZL GL �F! \ ID BNR. � _ - 1 x 12 PYC' -II ZL cam7 10 GEE 5 V- - 5 Z II----- \ - 10 ZL -- 5 BNR — - 12 GEE 'FRE?- 6 DWE 6EE q SBV 6 DWE / ALIGNc WEEN WINDOWS (TYPiGAL OF EACH 5 , 7 5V 21 ZL - _ ELEVATION) 11 L1J w w . 2 EBM4 DWE II- 2 EBM 8 FH 4 DWE --_ �-n I q ZL �zg DWE 12 GEE 4 -- 6M CONSULTANTS / 10 Z1_ 5 I 3 SV pp 11 j 8 DWE — �6 RG V I- IE - 12 GFS-f ; --26 RH- 5 E8 1L� 5 V►„� �_ Lou 50 FG — I- 7 5V -- 0 26 F _ - _11 L111 Q ; s, _ Q B BMS I . 732 �-n 0 Z �-- _ cc x i _ 24°sdV - V C; —5 PAP 5 ARB- I � 6 ARBcc -- - I J Q 3 VMoft Ito � � ~ q 5VAEL j i i PROJECT NAME 7 DV SW 70TH A\/,NUE � i �■ LANDSCAPE LEGEND SYMBOL COMMON NAME SIZE/GOND. SPACING SYMBOL COMMON NAME Z TREES BOTANICAL NAME SIZE/GOND. SPACING SHRUBS BOTANICAL NAME AP Aristorrot Pear 2-1/2" cal. 24' o.c. 1 Pyrus calleryano 'Aristocrat' GFS Goldflame Soireo 2 gal. 3' a.c. CL Chancellor Linden Spiraea x bumolda 'Goldflome' 3 I/2" cel. 24' o.c. KSV Koreanspice Viburnum Tilia cordata 'Chancellor' 24"-30" 5' o.c. Q. CSM Crimson SentryMaple Viburnum carlesii height/spread P 3" col. as shown RGD Ruby Glow Daphne 18"-24" Uj Acer platanoides 'Crimson Sentry' 3' o.c. Uj DF Douglas Fir Daphne cneorum 'Ruby Glow' spread 4" cal. 10' o.c. RH Rotunda Holly 18"-24" Pseudotsuga menziesii 3' o c EBM Edith Bogue Magnolia Ilex cornuto 'Rotunda' height g 9 3" cal. as shown SBV Spring Bouquet Viburnum Magnolia gran"iifloro 'Edith Bogue' 24"-30" 4' o.c. HC Hogan Cedar Viburnum tinus 'Spring Bouquet' height 4" cal. 6' o.c. SV Shasta Viburnum Q Thuja plicata 'Fostigiata' 24"-30" 5' o.c. co OGM October Glory P Ma le I/2" o.c. as shown Viburnum plicatum m tomentosu 'Shasta'height 3 Acer rubrum 'October Glory' VM Vine Maple 6', 811c8 8' o.C. PA Patmore Ash3I/2" col. ar shown WP Waxleof Privet Acer circinatum Froxinus pennsytvanica 'Patmore' 24"-30" 3' o.c. TP Thundercloud Plum3" cal. 15' o.c. Ligustrum japonicum 'Texanurn' height 4 ZL Zabel Laurel Prunus cerositera 'Thundercloud' 24"-30" 4' o.c. SHRUBS Prunus laurocerasus 'Zobeliona' In GROUNDCOVER ARB Arborvitae height 2.5' o.c. r Common Periwinkle Thuja occidentalis 'Pyramidalis' height, �C.C�1'llfr1rrCd� 4" pot 18" o.c. Vinco minor 'Bowles' F' BNR Bode Neige Rhododendron Rh o Rhododendron 'Soule de Neige' 24"-30" 4' a.c. Lowfast Cotoneaster I gal. 30" .c. Rhheightou COG Compact Oregon Grape Cotoneaster dammer) 'Lowfast' nia a2 Gal. 2' o.c. Annual Flowers 4" pot 8" I Mahoquifolium 'Compacta' no.c. DV Dnvid Viburnum Variety by owner. To be in bloom at time of opening. Viburnum davidii 2 g°i' 3' o.c. Sod Lown/Seed Alternate DWE Dwarf Winged Euonyrnus 24•'-30" SHEET TITLE 3.5' o.c. NOTES 1 , Euonymus °Iota Comp°cto' height Flower Carpet Rose 1 al I. Irrigation shall be provided by a fully automatic underground system design/build L— FCR 9 2' o•c• by the landscape contractor. GEE Rosa x Flower Carpet 'Nootraum' 2. Plants shall be spaced as noted above unless otherwise shown on the ctrowing. Gold Edge Euonvmus 24"-30" 3' a.c. U o varicnce exists, the plan shall prevail. �-- Euonymus Japonica 'Aureo-morginoto' height 3. LI buffer landscaping along S.W. Dartmouth Street shall meet the 3-foot-high and 90 percent opacity within 2 years. 4. The proposed shrubs shall provide a balance of low-lylrg and vertical shrubbery. t 04.27.00 5. Refuse containers shall be screened with a r r�� pp op �e plant motorial. 0� ATE 03.29.00 6 The required LI trees along S.W. Dartmouth Street shall be located outside of the right-of-way. LANDSCAPE PLANCI HECK: CF N DRAWN BY-- MO n N PROJECT: 99121 I TIGGAR5.DWG r` Os rn L 1w 1 � F � 1 _ 12125 sw eem Ave. BUP 200012 5 -001 _ 5 e of 20 5 MI0 LRS ARCHITECTS INC. 99 Cm 111111111 IIIIIIIII IIIIIIIII III111111 I IIIIIIIIv-ii JilIlll�li"e1 IIIIIIIIvI1 IlllilllI IlllillllVlllllllll+IIIIINII I 111111111 j IllIIN !f I IIII j till i NII IIII 1 ill)I IIII I Illi j III -1111117111111,tllull11111NNlnniNuil � !!l3lll1t11lnnlnlItY STRIBJIP I4 17LEB10 I1 3 Ip 20 21 100M.1 243 2' li8iii11121117 2(9 lill2lllAfi3l22 C D ' kf 1rr %y. , 4 l 41 v �j 1304 4VEN A. LEE J�PORTLAND,O 9�OF C jI �1 j S.W. 69th AVENUE -_� ,42'.4,/2" Y SEE PERMIT Q --- ��---' --- PAINTED CROSSWAL NOTE 111 —SEE PERMIT -_- -'-- - - -_ NOTE M 4 0 r-- _T Iio I ` 1121 S.IF Salmon KEYNOTES I I � 2 - Shire Ion ' I IRAN§. 3 Portland, OR 97205 ~ 1 1 EXISTING FIRE HYDRANT TO REMAIN. Tel. 5113._21.1111 REMOVE EXISTING TREES.REPLACE I F:rx. 50 3.221.1077 I I I FV F1 O WHERE SHOWN TREE PLACEMENT _ � _ _ NEW A1.1 -i 6'-01 SEF.PERMIT DOES NOT AFFECT STREET LIGHTING: r SIDEWALK I NOTE a1 REQUIREMENTS I I 1 - __---� I 1 O REMOVE EXISTING 6''0' 1 I WIDE SIDEWALK,REPLACE __ 1 WITH NFW 6--0'W SIDEWALK CABINETRY00-SWITCH NOTE E - I V E W � 3 4O TRENCH STREET TO INSTALL 1 r -- -� SEE PERMIT NEW DATA LINE INTERTIE I I I I I I - _ _ BETWEEN BUILDINGS 24'•0" 1,,0„ PARKING STRUCTURE I 5 REMOVE INSTALL MOVE EXISTING DRIVEWAY: (fl I , 1 vERIF� ELEV. AT FIRST TIER=272.00' j �y 0 NEW WHERE SHOWN BUILDING "A `D D ~' D -DY D Yom`% r - 7 = = = = O REMOVE N EXISTING PARKING I � 1 6 p ;D t� ,�,.y STALLS. INSTALL LANDSCAPING �I (EXISTING) 2 �I I ELEV. =273.00' - ' U u - _ u~i PERMIT NOTES W FOR PLANNING DEPT.' REFERENCE SDR 1999-00021 1 — _ - ~ 1. CONDITIONS OF APPROVAI a2: REQUIRED 6-FOOT WIDE SIDEWALKS W 2. CONDITION OF APPROVAL a3: L) 1 1 WEATHER PROTECTION W j OF PRIMARY PARKING STRUCTURE W - - -- U 1 _ -- --- ( _ ENTRANCES. rcp `AOrc�- % -- o U S` 3. CONDITION OF APPROVAL a; APPROVED At?t J LOCATION OF SW ELMHURST STREET CONSULTANTS 1., DRIVEWAY BY CITY ENGINEER. W CP CP I CP CP CP CP 1 1 I 4. CONDITION OF APPROVAL.5: COMPLIANCE WITH CP CP CP CP CP CP CP CP CP / 1 U 1 (A PEDESTRIAN STREET CROSSING UJI REQUIREMENTS 1 - 5. CONDITION OF APPROVAL a7 CL INCLUSION OF INTERIOR AND EXTERIOR U 1 3 M a 1 v I LIGHTING PLAN,SEE FLOOR PLANS. Y• U_ 1 r I 6. CONDITION OF APPROVAL a8 Q SEE SHEET A2.1 AND A1.1 SITE REFENCE Q 1 o U 4 BICYCLE PARKING REQUIREMENTS. U 1 o i PLAN. TOTAL OF(28)BIKE 5, 4CES PROVIDED. - -.. ...... _...- v 7 CONDITION OF APPROVAL 09 EXTERIOR FINISH V a I I I �. --- -- ----- __ (PAINTED N 1 CROSSWALK MATERIALS ARE PAINTED,CONCRETE.METAL ' Z N I I I I I i \I 1 L) (SEE PERMIT AND GLASS. SEE SHEETS Aa 1 8 A4.2 �- INOTE a 3,4LU rc j LU 1 U 1 Q 0 1. /1 I 1, N �V GENERATOR SEE PERMIT 1 °? NOTE a2 1 v c c c c c j c c c c c c c c i c c c j C C c c c c c C C c c o ,�S'• TRASH I I I I I 1cc �. ACCESSIBLE ROUTE - _�. i• L k.. 2 i PROJECT OJECT NAhI E 0 GN• T� c S RUCT• ION • :I :''STA GIN G .W. ••4 �•�5 7 th o AVENUE'-*-'-'-'-'-'-'-'- . . ............... �E•� U I UN (IAP R OVED '.I C2. SITE PLAN A' SCALE: 1'=20'-0" `• _3 LEGEND �� a LU s CONSTRUCTION FOR I 'w GARAGE CONTRACT V J ELECTRICAL CONDUIT INTEMERTIEGE FOR ES. SIDEWALK TOOLED JOINT DETAIL • EMERGENCY POWER d (_' _'•,__� CONSTRUCTION STAGING AREA SCALE: 6'-V-0' EXTERIOR o . PARKING GARAGE EXTERIOR ' — V-6' -- C I ONCRETE WALL 3,-6" 4 P.T.CONC.SLAB 4 3'BED OF RIVER ROCK — -- CONC.FOUNDATION WALLOR <. 6 MIL PLASTIC 4 PARKING GARAGE I PRECAST PANEL TRAFFIC SEALANT WEED BARRIER SEE SITE PLAN CONT 4X4 P.T.1X4 a -1 -- - --- ---- - --- - -- CONIC.CURB. SHEET TITLE P T TIMBER 10" W LENGTHS) V P T.CONIC.SLAB OR PRECAST CONCRETE 4' 4' SEE CIVIL FOR SIZE i TOOLED EDGE C.I.P.CONCRETE SLAB ON GRADE WHEEL STOP 4'CRUSHED ROCK BASE ASPHALT PAVING .c LANDSCAPE AREA v - E5 I I . •• NS STEEL DOWEL d r d ' EPDXY BOND - ASPHALT PAVING '- 'v �13EVISIONS: 04.27.00 C( T.SET 01.10.00 _ 0 v '. A 4 - v • v • •• .� n -_ — LERMIT SET.' 03.29.00 p -MIMI `,i - _ - CHECK: LRS - I` DPA WN AY: HLM/D1o11 ival a 1 1' - - - a'. =ifi II l li Ill -rhll iil Iii PRCl/ECT.. 99121 - -- . F1. NOT USED F2. DETAIL AT WHEEL STOP F4. DETAIL AT SIDEWALK r;��. sr,ALE.• 11�•.ro• SCALE: t Me-t'-0• scru E: 1 trr.r o• ,;.. A 1 . 1 1 12125 SW 59xh Avg OUP 2000-00112 5 o1 30 1 � _..... __ ----_-- _ -- � s �a LOS A�TEcrs� sa ' r �llll Illllllil IIII�IIII IIII�III111III�III111IIIIIII111III�II 111u�n�llljIllllh`Illjlllj Iln�nn) lulull�n II�IIIII . Elul IIn�IUIIIIn�nnlnll�lul nII�InIIIUIjInIlnllllullnll�InIIInI�Ilulnn�Inl Inl�lulllu In Inllin�iiln�nlll h `_- LEGIBILITY STRIP _ �oA�.i cn I d Ori 7 • • --- 10 11 I>! 1 14 le 17 le Ip 2O 21 22 23 24 25 2!! Z7 S� 919 30 N' t , a..--9r.•:'::.,...-.u.c:..�-.._a-ium__�_.Yuw_..._ir_.:_..�t.af..n�li8:,_Y..y-'iL�i::.fa.id..a-.-_.. ... .___ •—__r.......—..et..._- - ..w._: _v. __—�.-.:_--___ .-�_ --_ R f+- 6 F I7- VENA.A. LEE If PWLMD, 9j�.OF ,� lJ Q 0 7 ( ( 9 ) J — 197'-4" ---- --- ,7'•3' 26'-10• 1.3 fig- t 26'•8' ---- r — 26'•8. 26'-8 26'-8' -- r — -r T 1 Ir- -3- F2 3"F2 . I i I ` 11_'1 S.11'.Salmon suite 100 1 FO 1 Portllnd, OR 97-1t)5 RECESSED COMPACT I i Tr1. 5W_121.11'1 F1 FLUORESCENT•TYPICAL I J Fez. 503.221.Nj 3 1 SEE SHEET Al 1 PERMIT' _ _ _ F2 ~ r fJQTE•5 I t•�, i TIER INDENTIFICATIONIf .�e A3 t SIGN '8'AT6-6'AFF.TYP r r I � r -- UP _- MACHINE ELEV. ' ROOM r r 7=7 CL 1 ; - r �T4L LS r r I I � FE FE ' _ — — -- CB - --- .. } r r ' I 1 6'CONC CURB 6.0 PVC CLEARANCE J ! `.J EO J EO � EO BAR PAINTED TRAFFIC I I r YELLOW W./3'HIGH BLACK TYP SPACING,U ON LETTERING TO READ 'CLEARARCE=7 FT.61N. X265 00 tV I m I I 1 1 /I2 ELECTRICAL CONDUIT - r it �•. / I HUNG FROM SLAB ABOVE - .. . _. . _ _ _ _ _ . _ _ CONS TA A4.1 - TIER IDENTIFICATION I SEE DETAIL C3A32 + - + ('L NTS SIGN,•8'AT 6'-6'A.F.F., TYP.,EA.SIDE OF WALL --- - -- STEEL PIPE GUARDPAI+_,'1YP. CONTINUE TO POINTr- _ LESS THAN 30'BELOW ` I I W WHERE ADJ GRADE IS v f - WALKWAY GRADE I I 1 I _ I I r i 15 STALLS � 3'-0•><T-0"H.M. P' 4'•8' o I I DOOR 8 FRAME. ( , I � � I I V CONC WHEEL — ---- Uj STOPS TYP I ' SEE DOOR TYPE B- WHERE SHOWN I DETAIL F4 A.5 1 U V Cc ' ''/� 1e's• y m%r�' Lij 2s'-s' ELEC. �I / � f/TYP. DRAIN i i V (J cc z DRAIN O `OPEN NG FOR s Uj I m ¢ CRANLu E I I I o � { U I 12 STALLS - - - _ - - y is E a z PE PROJECT NAME / 6'0 PVC CLEARANCE BAR PAINTED TRAFFIC YELLOW W/TO BLACK LETTERING TO READ I I 'CLEARANCE=7 FT.61N. m o cu o II I T N N j I RAMP UP APPROX.5%SLOPE SURFACE MOUNT-TYPICAL TRAFFIC DIRECTIONAL 75W 5-A METAL HALIDE-TYPICAL ARR WS,PAINT WHERE SHOWN � SEE SHEET A1.1 PERMIT P NOTE 05 1 - c — 9 EMERGENCY v LED EXIT-TYP. OCT -_- .. ........... ..... ...-... ..... ` J -- - ...` ,.-.. ... ....-_�. .. -. J 1 . ....... ...... ..... xQ -f 12 STALLS Q E EO. a s is 6'CONC.WALLUj U♦ TOW.=265,00' 4 / COMPACT COMPACT i � Y cn 261.50'.VE FY , AM MATCH EXIST. 1 SIDEWALK GRADE51I 1 ap&Z1 1 wALL WITH sourH 1 WALL L E G E N D ALIP,N FACE OF 1 > PFIOPERTY LINE CI P CONCRETE SHEET TITLE 1 1 ---7- -- _ — - ® 8'CMU WALL 1 SPANDREL PANELETES SPANDREL PALLS ..— EXISTING CURB FE FIRE EXTMGUISHER I 1T-11_ �.r 24'4 O CABINET I,& RMITREVISIONS. 04.27.00 1CCONST.SET.' 04.10.00 I PERMIT SET 03.29.00 N I CHECK. LRS F2. BASEMENT PLAN 67 TOTAL SPACES - 6r — � SCALE: 44—Vr 21,350 S.F. PRa/F_CT 9.9121 A2w0 1212!sw�9N1 Aw sur IM40112 M 30 • _�LAyAA1L70ifC'11M1� 1s ' 1pl�ilitY STifto `o.�',F s 3 � • • Y • • 1p 1 + it F3 'A 1 6 +T '• 1• ft 0, 84 83 s. !'• 20 its !• to as _ r w; •r •7iY "1. 1 U 13U4 VEN A. LEE J�PORTLANDSR -9 .OF02 OFA' 3 4 . 5 6 197.4' Y 17-'-3" 26.10" 26•8" - - 26'.8• --— - 1g 28-8" 26'•8" 26' 10" '-3. f'•3"24'-0" ' 4'0" 1 FDC 1 I I 4) ! II 1121 S.W Salmnn Suite 100 I Portland, 0R 9,7205 A3.1 - - - - - - - -- - - r- --.- , - - I / )� Irl. Sl�.__1.11_1 * � - I F UOR SCENT COMPACT I ! , Fir. 50f.221.2077 CA) - - -- - - - __ - - --- UNDERSIDE _ — — ( I OF CANOPY 1 UP? DN' 1---- 1 6'0 PVC CLEARANCE 1 BAR PAINTED TRAFFICYELLOW --- ELEVATOR , r LETTERING TO REA3'HIGH D 1 1 'I 1 - - I I 15 STALLS CLEARANGE 7 FT.6 IN." ; 1 1 F r ---- r-, 1 }r� 1 ` J cri- r•, r- 1� I j f ' '', 1 ` (4)2'-6'x 6'-0' o m 1 EU EO EO I CLEAR SPACES` I I I FOR BICYCLE i a• TYP.SPACING,U.0 N. PARKING O - r J� r RAMP UP APPROX. 4.5%SLOPE I F2 v 1 r L - -I- - � r - W — B3 1 A4.1 TIER IDENTIFICATION v I 1 i SIGN, •PAINTED AT 6'-6' a 1 A5.1 A.F.F., 'YP.,EA.SIDE OF WALL TIER IDENTIFICATION r� CONSULTANTS 3 SIGN,'1'PAINTED A7 6'-6' � ♦ I i /1F.F.,TYP.,EA.SIDE OF . r WALL -1 L J ' ' I1 12 STALLS --- - - - - m I II ?U STALLS Uj TYP 25'-9 18'-6" 4 2 �I " 10" 8 STALLS f Q 0 0 0 I DRAIN- I � I — 10'C.LP.CONCRETE WALL I ♦ � 1 _J -- -- — __— � � 1 1 DRAIN I ♦ i V Q ^i 1 �♦ 1 OPENING FOR 1 ♦ 1 CRANE j ! i ♦ I co O 11 °� 12 S-1-A'-LS It y O - F£ co ZIP J PROJECT NAME I � co ap I I RAMP UP APPROX.4.5%SLOPE ' N 0 i N V j D I I � 1 EMERGENCY LED SURFACE MOOUNTED 175W Q EXIT LIGHT,TYP. METAL HALIDE,TYP. m I SEF SHEET A1.1 PERMIT I i ' NOTE NSftj 18 STALLS — h °Q ► I co I I TYP.O •--- EA COL AB, � I f I I I WALL LEGEND I I I! C.I.P.CONCRETE I I I ® E I 12'•1 t' I I B'CMU WAIL SHEET TITLE PRECAST 1 I SPANDREL C RLS E I _ FE FIRE EXTINGUISHER O CABINET _ L CONST.SET: 04.10.00 (�] L PERMIT SET- 3.29.00 F2. FIRST TIER PLAN 75 TO-(AL SPACES l CHECK LRS 9c".. IAN.ro 241195 S.F. DRAWN 8Y: DA1U _ PRC11FCT 99121 t A2. 1 12120 9W Oft Aw OUP"GI 0 0l 30 � 1 1 r T ��tMAIODIW/�►9O1C w _ _lh1�Il1Ttt 3T111► , 042w 2 9 ♦ 9 9 t A I to 13 14 se 17 TIO 23 94 as as to >!o )o i' ,Y V 1304 �1 VEN A. LEE J�PONTLAND,OR qj� OF 7 197'-4" 17'•3" 26' 10' 1'-3" - --� 26'-8"_ 26'.8• 26,.8. I 17'-3" j V-3" F2 11 1 S.IV.Salmon x .Some 100 Portland, OR 10205 2' a PTD.STEEL I 2' 0 PTD,STEEL Tel. 5/13•_ 1.11_1 GUARDRAIL ! � I �� 7 GUAFlDRAIL I Fax. 50.1.221.2077 i� A3.1 _ _ _ -ENTRANCE CANOPY — -- -- - BELOW ENTRANCECAN =( � - - - - - --- - - - � BELOW I 1 1 I ' ®l 1 1 UP t DN' �C',�TOR 1 1 � � 1 1 , 18 STALLS I I / F3 1 1 1 32 _ -_-- - -- - - - - - - - - - - - - cc - - -- - - - - - - - - - - - - I 00 EO EO EO TYP.SPACING,U O N. N W RAMP UP APPROX. 4.5%SLOPE ; 1 , 1 2'0 PTD.STEEL O N I • _ _ _ .1 I PIPE GUARDRAIL CONSULTANTS TIER IDENTIFICATION TIER IDENTIFICATION I 1 -TOP OF RAIL AT SIGN,'2'PAINTED AT 6'-6' I - i 6'ABOVE TOP OF CONC. SIGN,'2'PAINTED AT 6'-6' ,� --j - -�-'---- SPANDREL PANEL F2 OF WALL EA.SIDE A.F.F.,TYP.,EA.SIDE OF WALL - ---- -- - - --- - - - - - - A4.1 I r 19 L J , J r-♦ r- I 0o • i. L- L I r-, L J o - LJ _ _ .... .. 12 STALLS 1Z UJVuj Q Z 10 STALLS O 45TA1LS Q cc ip 18'-6" _ 25'-9" 10" •-q N TYP. r I O o 1 ♦ i t L-J --- O � O DRAIN cc 10'C.I.P.CONCRETE WALL 1 I DRAIN ^C 1�-OPENING FOR 60 1 I CRANE 12 STALLS - - - - - - y rR I I � - —_ -- -- -- -- r•, r , PROJECT NAME I 1 1 FE L , L_J L_; L.J -J _ T I I L J J m L 10 co N Q N LL _ RAMP UP APPROX.4.5%SLOPE ; N 101 1 N G a0 N (Oi I Ili m n 711 EMERGENCY LED SURFACE MCOUNTED 1 J5W co EXIT LIGHT,TYP. METAL HALIDE,TYP. J co I 1 I SEE SHEET Al.l PERMIT I I T I � N01-EMS r-� �-, �_, , r-, � L J L_J L-J I L J L J L- J 18 STALLS V - - TYR 0 03 I I I I �� A51 I I I WALL LEGEND S1-rad C ;ONCRETE SHEET TITLE ® 8'CMU WALL PRECAST CONCRETE 12'-11• �-./ SPANDREL PANELS L_ FE FIRE EXTINGUISHER t� LL:]HEVIS ONS: 04.27.00 `. I CONST.SET: 04.10.00 PERMIT SET.• 03.29.00 N [—CHECK.- LRS F2- SECOND TIER PLAN 78 TOTAL SPACES I DRAWN BY: DMJ SCALE: fAl'.t'-0' 24,185 S.F. PROJECT. 99121 A2.2 12175 SW 690 Ave. OUP 2000 05112 1 � ! gal 70 r . o ina AACNIiECT1 fJllc M n.»:,.. X14* .:v ,. ,,, :. �� ,� II11 INI !nt nll 1111111 tl!ill • 17 l0 O 1� �'� If�ll� 2� � 1ijm," 30 -,�. «�" • Its 111 STRIP I Jl , 4 ( � I I l l l f l I l l f I l f I l i f 11111 1111 1111 I I I I I!I 1 I I I 111'�i� µ�w� .�r�yY4�++w:,�.�m„_suvr��.irwrrrS+tiltlir*'�n1"•'aw�w�++' 3 14 21 20 ;3 84 �� b � � � � � ( � � j � I � � � i � � lil:�llll Illljl i�� i - _. .. _.__ ... .. .. .:..... a -.. c 'r4iYi .:..........—....•d ._.y...... .....:...—_...,....:,:. .i.:.-....Ls. --_ .._..._. ..,...__...._._..:..W:-.....:...: ,......._ _.. W... ._...,._...:..ur,.... ...........,.ae.._.__.".................1..._.......r,,.._......uie_ • _ - _ ...... - - . 1 �1 �I �I I 1304 �r'M1 VENEN A. LEE d�pMRTLAND, OF CO 1 3 4 6 0 9 j — — ----- 19T-4" — -- -- — I 20'-10* 1••3" 173" 20�•126'-8" y, ----26'-8" 26'6= — -- ---- -- ,-8.T 26'-10' 1T•3., 1— -- --�— — _ V-3. I I I I i I ~. I I � I • F2 I I ( I • 1121 S.If'.Salmon i Suuc•111/ 2" o PTU STEEL j Portland OR 97205 GUARDRAIL2' a PTD STEELTel. 9H.221.1121 ;n GUARDRAIL I Fax. 50.221.21177 �A31 - - I - - - - - - - - - - - - - - - - - — � . A31 1 - - --- --- --- - -- - -- --- -- JI 1 I 1 UP' - ELEVATOR , y � ' 1 18 STALLS °D 1 � , 1 1 i 1 1 1 1 � 1 1 1 I ' I A3 2 ; % f— lip - - - - - - - - - - . - - - - '� T7 I® r' ;- • 1 ' 1 1 a I EO EU E0. i I I I TYP SPACING,U ON I co I — — --- RAMP UP APPROX.4.5%SLOE E ' ' 1 a 1 , - — ' 2' 0 PTD. T .STEEL TIER IDENTIFICATION I TIER IDENTIFICATION — - ----- ,- I SIGN,'3'FAINTED AT 8'-6' � SIGN,'3' PAINTED AT 6'-6' ' CfiVSU�_1-A`!TS A.F.F.,NP.,EA.SIDE OF F2 WALL A.F.F,TYP.,EA.SIDE OF A4,1 � ;I WALL • - -- - -_ Zo GD I � ......_ ............... ... ........... ... ... .-..... ... -....... r-, 12 STALLS f Z Lu Vw - I C� .�. � j W Q o '.- STALLS � Iq R a c7A LS \� ui — TYR — ' — D N r o � � ORAIW DRAIN _ � 10'C.I.P.CONCRETE WALL 1 Ci Cc 1 \ ' O CL OPENING FOR m 1 1 CRANE I l x 12 STALLS �� - - - - - - PE `41 ` r J --- � I J I r r PROJECT NAME J cO �-' I L.J -J z ty RAMP UP APPROX. 4.5%SLOPE ' N !l — — — o C) co I t� z U co y EMERGENCY LED ��--j SURFACE MO ,IYP. 175W c I EXIT LIGHT,TYP. / METAL HALIDE,TPE m +/ SEE SHEET A1.1 PERMIT � � I NOTE NS Q.. I 18 STALLS i I � to 4 Ot I ', - TVP.0 1 EA.COI- As.1 WALL LEGEND I .tJ C.I.P.CONCRETE SHEET TITLE ® B'CMU WALL 12'-11' I I I PRECAST CONCRETE �- SPANDREL PANELSFE FIRE C::3 CABINET EXTINGUISHER /�� PER I!I\RFYISIONS: 04.27.00 CONST SET- 04.10.00 I I PERMIT SET: 03.29.00 � N F2. THIRD TIER PLAN 78 TOTAL SPACES I CHECK: LRS DRAWN BY: DW SCALE: 1/a'�►'-0' 24,185 S.F. PROJECT. 99121 A2. 3 12126 SW 69th Ave. o /0 p1 UP X0-00112 . _. - ---.__..__._ ._- • 1 IS � 30 CLR9AA(21lTECT9NMC.89 1 Cm Ililjllll Ili (i,ll Illljllll Illljllll III1�1111111111II IIIIIIIII IIIIIIIII IIIIj1111 IIIIIIIII IIII�IIIIIIIII�IIII'llll�llll IIIIIIUI IIII�II I1�I111 III (1111 Ill�fhl IIIIIIIII IIIA III Illljllil Ill1jlllt MRA t om' .,W -. r... a.u�..-m. ..;,�, , ' EaIlllrTtl STRIP I 1 ` I I I IIII IIII IIII III! Ilii IIII IIII IIII IIII Illi IIII IIII Itll IIII IIII , , 1 -- 1 ILMI I 7 • 1 O i I 1 IA Ih Ile II7 I If3 IIo �0 2II 2I2 j pl3 j 24 j 25 j 2le ( 2I7 j 2111 j 2I1i 1310 CD 1 1 'Y 1< r 1�. 1 ,, J•�S 1 F 1 �S: VEN A. LEE J PMLAN 0. OF 1 2 / 3 ` 4 1 ' 1 6 t 0' � 8, } • IT-3- 26. 26'8 f _ 26'.8. ----T- - — — 26•r 28'•10' 1T.3• 1 I � a F2 42 1121 S.H Sj!mt.a 2' a PTD.STEEL S,Cte AH) GUARDRAIL t P,,rt1.1r,J OR +,'21r$ 2' a PTD STEEL Trl. 5u; ':1 11=1 v GUARDRAIL Fix. 51);-':1._�� TIER IDENTIFICATION SIGN. A.3 � - - " '' ' ' �' -• 4' CENTER VERT IN PANEL „ y . - • s �— .-- • • . . . . - . . . . . . . . A AFE � 2 - ; --- 1 1 , J ELEVATOR , 1 '4 5'aLLS °D 1 1 _ — --- — — — - --- — ,-- - - - - , '• - - - - - - - - - - - - -- - - - --- , r -- — - — n- 1 EQ EQ EU r— Q t T'v P SPACING LION — I RAMP UP APPROX. 4.50o SLOPE y x _ 4 J . TIER DENTIFICATION SIGN '4' CENTER7ERT .N PANEL , CONSUL-was 37, -1 --- 2' a PTD STEEL F2 -- GUARDRAIL cc II ............ .... ... 12 STALLS - - _ -- --- -- r ui 20'TALL SO SCOW METAL HALIDE STEEL POLE T METAL HALIDE O O -- TYPICAL SEE SHEET A, ,. `, O PERMIT NOTE+5 y FE. -- ,� co -3, DRAIN DRAIN I Qm i I i -- --- - - - -- _ .!i- . I PRO. ECT'v'A:fE � W i I I � OPEN T O BELOW iv 1 I I J c 3 STALLS STALLS i ;Z cc — . — I LL WALL LEGEND SHEET TITLE I CLP CONCRETE ® 8•CMU WALL � 1z•t,• I I I SPECAST MIDRELCPANE S� L_ FE FIRE EXTMGUISK*R l o CABINET 3: 04.27.00 CONST.SET: 01.1000 l ��SET.' Ot?29.00 N I CHECK. _LRS DRAWN BY. —DAII?f.41 F2. FOURTH TIER PLAN sa TOTAL SPACES _ SCALE Mr.1'•o' 17,582 S.F. PROJECT: 94121 A2A 12129 SW!Ne Avw BUP 2000-MI12 1 � 1 11 of 30 -- 1 e ws Aaa.1�'c>'s MC.a+ Cm II 111111{1 Iltl 11111111 IIII 11111111 IIlI Ii11I1111 III1�lI11 1111111lII1111lIItII1111�J11I'!11�1111 Itll Cllr Mill ! I It�tur'nll�nu nu1mtllul�lurllFll�rlu nn�lr"ir nu�nnlltu�nnitlu�ln �,— L '",u Inl IIn turun nrl Iln Ing� '� �Estti�.ttr sr�ty o 2 e 7 J J -• -..-e._.._ ,p...i,x 10 1 1 12 II II4 I le !� Is Is ZI QQ 23 24 2`S I �e I Z'f ` e I S 3�0 CD , It J i -r. .s - - S . 11 r N 1. ti i T �2) _ -*- -- - --- - STANDARD PIPE - - ----- -- - - - --- _ _ _ _ - - - - - - -___.-____-._._-I _ RAIL-LNG WELDED TO -- - - - - - r- _ - - - - - - - - - 2'THK COINC.TREAD STAIR STRINGER _ _ E3G4 A l i .^ I I - Wr BROOM FINISH ^� W y . LEE STAIR STRINGER `r -- STANDARD PIPE - GC I ABRASIVE SURFACE RAILING WELDED TO 4"CONC.LANDING POR LAND,OR I STEEL NOSINGS - ON METAL DECK OR I �- 4'CONIC.TOPPING STAIR STRINGER I I I 1 SLAB&INTEGRAL r S'I`EEL PLATE - - --- - �-- TOP STAIR TREAD J� w I TYP _ _ 11 STAIR STRI14GER ,I (� 2,. / TYP w --- --- OF 2" PROVIDE STIFFENER > n AT EACH VERT.PIPE ^ w 2"THK GONC TREAD RAIL LOCATION iv J I 9 W/BROOM FINISH L 1 STANDARD PIPE -I- ? � RAILING-ALL JOINTS - a 5 S WELDED AND I I STEEL NOSINGSABRASIVE AGE i LL I GROUND SMOOTH I - 'MtuRRANE ROOFING - SYSTE.N ON METAL DECK I a 1 - STEEL ANGLE W/ O I EXP.BOLTS INTO " w I CONIC.FLOOR SLAB r.� - - -'- ---- - EL STAIR ---._ STEEL ANGLE SUPPORTS 1 I I POST-TENSIONED CONIC. FOR ME-i AL DECK I I STEEL STAIR -- 3" FLOOR SLAB I f f' 1 I I I � /U \/U\ 11'�I` T ---- Si"AIR STRINGER � I I I STEEL PLATE EMBEDDED -- LINE OF WALL BELOW I IN CONCRETE SLAB A2. TOP OF STAIR DETAIL A3. BOTTOM OF STAIR DETAIL I 4"ROOF DRAIN I A•9) -°�F_ I A4. DETAIL AT LANDING - - - I SCALE.' 1 L'2'=1'-0' SCALE: 1 112"= 1'�0' - • B _ - - -- -_ SCALE: 3'=1'•0` ---- - - - - - - - - - - - - - - J . - - • -y N • K � r ✓ e e 9 �� e ° Al. PLAN ATSTAIR - ROOF WEST STEEL PIPE 0 11_'l S.W.Salmon RAILING TYP ` r� Sc:,4l f 1 4-_ 1 0" ! VFD Fq °° - - .mite l Ull 3.1 �- A4 0 __------•�_ --- l0,rtland, OR 97205 ti A3 1 • --- Te-1. 50i.221.1121 ` Fax. SII�.'?1.?Oi7 3� 10 B I I • - AL UM SPANDREL - - - - - - - - - - -P4NFlS ADJ. F5 -ALUM - - - _ - - --ir)r:0111MN A3, SFANDREL ; - -PANELS . -- I I _-- - A A5. GUARDRAIL DETAIL CLASS 1 DRY I v CONCRETE FILLEDSCALE t 1/2"=1'-0 ISTANDPIPE IfF '- 1 I I METAL PAN TREADS 4 © : - --- T -- - I- --- I - � I I I 1 - ELEVATOR SEE PLAN F IA3 1 FIREHOSE CABINET � l FOR ELEVATOR SHAFT FOR GLAZING o +- --- I - --- VERT PIPE RAIL DIMENSIONS } I i \ I I I BELOY 1 SEE PLAN D11A3 1 j \ 1 4'-6"o c.MAX FOR STAIR NOTES &DIMENSIONS DOWN' - - - - I I- - - - I n 2 STANDARD PIPE RAILS,TYP - - - - - - - - = I --- \ \ --T r - - � - - - - - - - - - - - - - - I r-- I -- ----- I I WELD ALL RAM LOCATION I W I I I AT F RST TIER I O I - -- 12 GA METAL PLATE CLOSURE 14 ,AROUND J GRIND JOINTS SMOOTH N I I r 3 - CONCRETE LANDING ALUM.STOREFRONT w I `r { FRAMING W/1/4" U 1 TEMP.GLAZING I I _ �'' .Y. _ - --- 4 x 4 x 1:4 x 4'L.STEEL ANGLE a ° 1 JL -� _'Y Q._ W-12"0 ANCHOR STUDS N STEEL STAIR W/ CONCRETE --- I I I AT EACH VERT PIPE RAIL 1 w0 TREADS&LANDINGS - v - - / / LINE OF WALL BELOW I I.J' B5. GUARDRAIL DETAIL STEEL STAIR SCALE' 1 1/2"=1'-0" SLOPE I i ►L-� STRINGERS BEYOND TO 8'CONC WALL 1 o J A J9 O 3'-6"A F.F i 5'-0''R ��/// DOWN P -. •,a O CONSULTANTS I � I 4 ROOF DRAIN _ _ I � r MEMBRANE ROOFING I 84. DETAIL AT L.AND��.NG SYSTEM ON I � GENERAL NOTES SCALE: 1 r/2'= 1'-0' FACE OF z I 1 METAL DECK I - CONIC WALL�- ' _ 1'-2 112" 4 EO.SPACES 1'2 12' a P2" FACE OF w I I I 1 ALL PIPE RAILS AND EXPOSED STEEL.PARTS OF STAIRS - - SHALL BE PAINTED W/COLOR PS-8773M MILLER DAUPHIN GRAY MUM - 41'2" - iL ALUMINUM a0 a co PANDREL I-T ^m w� U B•5 B A PANELS,TVP f A SIDE 12 10 g n a -- rn m o I I I DOWN �j 1 I B1 Q B2 C•1. PLAN AT STAIR - FOURTH TIER WEST A5.1 A51 W SEE DETAIL I v I wa - F3 A3.2 SCALE 1:4'= 1'0" I - I oZ I j I -••I•o -..� I TOP OF F9AMIN(( 312.58' ;PANDREL - - g I I ° ° PANELS ADJ CF SPANDREL I I I • r TO COLUMN -- PANEL I I Q, •� ,�+ •+, � C� 5 - I (3 Lu � A ct L _ - - - - _ I OP OFSiLAZIN�i- _ SEE PLAN F,A3 1 0. f 4 1/2"x 4 1!2'ALI1M. 307.50' I - - u I. 4 1 2'x 4 t/2"ALUM. FOR GLAZING I END POST.TYP. I � � I DIMENSIONS END POST,TYP. I 1 ,-7. I I I --� 'I i � Sys 77, O ~ -- ALUM STOREFRONT LA LNGFRAM TEMPI GLAZING" I SPANDREFACE OF P PANELT o I 'I 1 II UP DOwN� i � TIER EAST D3. PLAN ATSTAIR - m Qm ,2" -- i I I CC � _ � D2. PLAN AT STAIR - TY.'-„ . ROOF EAST - J�- I � Q ----- a SCALE 1/4'=1'-0" SCALE. 1/4'=1'-0' I I V Lu _ I 1 z_ ____, -- STEEL STAIR Wr CONCRETE 1' 8„ 9'4" 13'-0" I I I __ _ -- lANQ1NSa:F4Ll8TH T!ER - - -� , 4ww TREADS&LANDINGS MIN. HOIST-WAY 299.50' w ^m - 8'C.LP.CONIC. - s _j - F4 WALLS 2'-0•x 2'-0"x 2'-0• F4 r PIPE OUTLET 3.1 DEEP SUMP PIT, 3.1 8"CMU WALL W//ELEVA ORA D PRO.IFCT NAME a+;, :. .: t r•;r,... ,Y :._ a.:. NTRAC ORS295.00' ----- --- - - } CO o I A - Z __ �-- _ - - �O J POWER UNIT CLASS 1 DRY CRAFT WALLS v 85 < STANDPIPE • CONTROLLER ELEVATOR 1 A3.1 1 -,-- f---` 1 ' IREHOSE CABIN ELF_VATOR FIRE i ELEVATOR F (� V 0 "N 1 ,q ,� LANd1[JS_7ti19!? EXTINGUISHER A'A �LI G ?-90,50' + CHINE ROO V-3 10 4'•0' 10 a'-0" 4" LIGHT SWITCH I 1 " PIT LADDER F PANDREL - .. -- I PANEL ..a ... CIRCUIT -_ - Lu FACE OF PRECAST BREAKER ---J SPANDREL.P,1NEL- 10'7" 38'x42•CLEAR ?< SLAB OPENING SPACE IN FRONT !�- _- OF SWITCHGEAR 286.00' C� W -- I 1. PLAN ATSTAIR - TYP, TIER WEST 3'.o•x7'•o• � ----- --- HOLLOW METAL '` a SCALE 1i4'=1'-0' - DOOR&FRAME \` 3` 4' 8" rn SEE DET.F4/A5. L PEN. O - I rA w w 13'•0' 2'-8" 3'-4• 3'• 2'•0' 2'_ a U v♦ 41/2' 41/2" N. r rq 4c N L %b, br TVD G_8 SPANDREL 2. ,'.2 1/2• 4 EO.SPACES 1'2 1/2" C J _ -__ FIREH4$ES T __--_--.-l-_ 'It a PANELS ADJ. --.- I � TO COLUMN ( OhENING� a CLASS 1 DRY io EDGE OF - STANDPIPE SIDEWALK I (L �" SEE PLAN DWA3.1 I , -.0. ' U -� - - - MAX. FOR STAIR NOTES - rn &DIMENSIONS cc A -- - 4 277T - ------ I I ' Q 4 1/2 x 4 1/2'ALUM. R - -1- - E - -- a B - SPANDR L 8'C.I.P.WALL �q END POST,TYP. 11 I ANEL �♦ SPANDRELPANELI 1 - ALUM. a d ALUM.STOREFRONT I1 I I ( I SPANDREL AN DREL Z I I v - - - - - IIP TEMPFRAMI GLAZINGNG Wi , II 1 • • IQlF10_Flfla7 TIER R 1 [ 272 50' - STEEL STAIR W/ CONCRETE II w - - _ TREADS&LANDINGI - S HEET TITLE v1 - 11STEEL WN I I C 1 r w I STEEL PIPE BOLLARDS, - - I I A _ , 1Tt - 13 •11 II SEE DETAIL Fa A5.1 1 = SEE DETAIL BEYOND - s o rw + r IL C.J. 1 F I F3/A32 - -- C1 m O I I - I 288.00' 1 tO ¢ I Y". WATERPROOFING I <V ION MEASURED A3.2 ° ( ��REVISIONS: x•27.0_0 n _ I J I I b - •- - - - - - - I I a Q FRCIMOM TOP OF TREAD AT � � ° CI OAST.SET: 04.10.00 - m NOSING TO TOP b, ° ° I I - -- - -- B•5 I OF HANDRAIL. 1 e HERMIT SET: 03.29.00 1 - 8'THICK CONIC. I - - Wow--VIM& . - 1 8'H.x e'W. SLAB AT STAIR AND STEEL TUBE STAIR - - 283.50' _. •---• e ELEVATOR CORE, SUPPORT SUSPENDED �v a ( CHECK: LRS I CONIC.CURB TYP.EACH TIER I 4'-0' 1 4'-0' 10' 1'-3 FROM SLAB ABOVE, -ALUM. -•' o 1 I SPMiUREI v � � e 1 3P E I I PAk:LS e I DRAWN BY: HLM DW - - - - I - ° -GRATING 1 A3.1 I �\ 5- 7.8' 1 9'-10' 7.1" ( PANE FACE I PRECAST WATERPROOFING SP/WD�lEL PANEL e I SPU---- - • --- - - --- ----- -- - - -- --- - - . Z PRCUF_CT: 99121 ---- -- - ----- ----`_ - I- FACE OF CONCRETE 250.50' : v WALL L I 4 1 1'-2 1/2' 4 EO.SPACES V-2 1/2 4 1/2 1 1 7 X 7 X 7 SUMP PIT, 3EE FACER PRECAST ---STEEL TUBE STA( STRUT TURAL FOR SPANDREL PANEL- 1'•3 10 4'-0' 10, 4'-0' SUPPORT SUSPENDED I ELEVATOR L REINF.,COt7,ID$ITc I FROM SLAB ABOVE, I 17.10' JACK HOLE, - 4 AND LOCATION WI 7.1' 9.10' I 1'-1 10'8" 1'•3' ELC,ATOR AND PLUMBING CONTRACTORS F1. PLA - L A3w 1 N AT STAIR BASEMENT WEST F2. PLAN AT STAIR - BASEMENT EAST F3. PLAN AT STAIR - FOURTH f TIER EAST F4. SECTION AT STAIR AND ELEVATOR ,2126 SW 69th Ave. BLIP 2006-00112 SCALE.- 114'.1-0' SCALE: 1/4'-114' SCALE: 1/4':1'-0. ' 1 SCALE: 1/4'.1'-0' 120, JO �ocRSAalc►a7Ecrslnrc.� _-___ ,.y.,....- `.-.- ar-...e,re!` r,r w.....»y:r,m..: ........:...a.aw.,,..,.-_.a•axr-.a--4ry cmiIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIInI nll1l,;'IIIIIIIIII I II�IIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIII�IIIIIIIIIIIIIII III I I)�IIII IIIIII I I III: III IIIIIII "I III I;nl III Lin! Inlllnl n l ILII IIn rn ILII ILII ILII lurnll ILII ILII �" - ""°°"""" "'°-""°` L.LEGIBILITY STRIP �a � � 1 d 1 "- '--- 101.-.I p1 10 11 12 13 14 18 17 19 19 20 21 22 23 24 25 28 27 28 29 30 CD _i A;' I k Y�r I r.$ A l TIER IDENTIFICATION SIGN fe PAINTED METAL TRIM c OL OIL COL '1•LOCATED WHERE SHOWN 1'•4" 6 112• 6 -t 1'4" 6 112" - - - - - - - _ -- - - —-__f- �� A BACK OF FRAMING I i - - - - - - - _ _ ._ _ _ _ _ -- — — I BACK OF WALL �--TTT BACK OF FRAMING 1304 ROOF FLASHING, 3 4'p T PLYWOOD SLOPE �— ROOF FLASHING, E J E.J. E,J E.J. EVEN A. LEE CONTINUE OVER 314'P.T PLYW000 SLOPE CONTINUE OVER A3 CEMENT PLASTER �?I 34'P T PLYWOOD - SLOPE ROOF FLASHING. C2 ---- . CONTINUE OVER _ TOP OF PARAPET TOP OF PARAPET � TOP OF PARAPET io PING PORTLAND,0 W�CONTOC EAT J o `t v METAL COPING --- -�,k If - -•—;- TOP OF S iEEL STU =312 8 Wi CO COPING 1 W1 CONT CLEAT } + • 'v STANDPIPE - I q - -- - - •��- - -- - _ FIREHOSE -- I "_- -_ � �� + - 1 W% CONT.CLEAT I o � TOP OF STEEL STUD-31393' CABINET -� � O� O =+ TOP OF LONG.-31 46 ----- _ -- — _ — F _ I I —11- - 34'P T PLYWOOD a - - °' 314 P T PLYWOOD ROOF DOVER BOARD P T WOOD - ROOF COVER BOARD P T WOOD � � i 8 HAILERS - I i 8 HAILERS ::7 - ROOF MEMBRANE 7 ROOF COVER BOARD / r ROOF MEMBRANE = Z PT,WOOU I 8 HAILERS ROOF MEMBRANE z �I * + HF.CESSED 3 5 8'METAL STUD S R 4 j t 11 _ALCOVE +, .•. _ -- -_--_ -- _ 358'METALSTUDSB } i II iI, --- -- - KICKERS tt 16'oc KICKERS ri 16'c c r METAL CORNICE TRIM } } o u o - I METAL DECK METAL DECK METAL CORNICE TRIIN � METAL DECK • --- - --- ------ --- 1 METAL CORNICE TRIM --- � � -STRUCTURAL STEEL - TO -- - STRUCTURAL STEEL - FROM ROOF DRAIN N Iq 3 RAIN LEADER N SEALANT 8 ROD ------ FRAMING A4- WEST ELEVATION OF EAST TOWER - 2 1 4"-+. I t a 1 SEALANT 8 '_- � - BACKER ROD 2 14" 3.y DEFLECTION HEAD - -- -- - SEALANT 8 ~ BACKER ROD SCALE: 114'-1'-0' ALUMINUM WINDOW SYSI EM - 5,8 t' GUARD t'CEMENT PLASTER ' i 8„ --- - ON MEI AL LATH - 6'METAL STUDS - 1 2'GYP SHEATHING S8'GYP BOARD ELEVATOR PAIIJTED METAL TRIM ^ HO/STWA Y � 3�� - SEALANT 6 -i-METAL STUDS -- BACKER ROD EJ - - - CLP CONCRETE - �( CEMENT PLASTER — A3. TYP PARAPET CAP @ WEST TOWER — - — "'"" s"`""'� ' Suite 1/llt SCALE: 1 12'=1'-0' �——'- hatland, OR lo,"20s I Tr1 98._"1.11_'1 METAL DRIP F.m il)i.221.0 i 4 0 SEALANT d ROD -DEFLECTION HEAD SEALANT& BACKER ROD ALUMINUM WINDOW SYSTEM -- CA P.CONC WALL � i''I io B1. TYP PARAPET CAP @ EAST TOWER B2. TYP PARAPET CAP @ ELEVATOR SHAFT SCALE 1 1.2'_1 0- SCALE. 1 1!2'=1'-0' B4- SOUTH ELEVATION B5_ SOUTH ELEVATION SEALANT OF WEST TOWER SCALE 14' -0• OF EAST TOWER SCALE 14'=1-0- METAL FLASHING ___ EV PAINTED METAL TRIM 2 0" �„ ROOF MEMBRANE THREADEDINSERT P T PLYWOOD - -\ INTO PRECAST FOR _ • , L2'ANCHOR BOLTS - 0 32'o.c. - - - - - - - - - - - - - - FACE OF FRAMING -- SLOPE _ - - - - --- - c : Q -�_�_ --- - �' METAL TRIM --- --- - I I I SPANDREL W/ CONT CLEAT C.LP CONCRETE , II II I i I PANELS WHERE SHADED UMINUM CONSULTANTS P T WOOD 6'METAL STUDS 3 5.8'METAL _ _ - - - - - - - - ----- JL -_ STOREFRONT 0 16'o.c. STUDS® 16'o a - _ _ - + �, �+�-- +. ,I I i J SYSTEM.TYP NAILER � -- , 2 1 2'METAL 1 c� STUD KICKER a' :,. 1 2'GYP.SHEATHING Q¢ c + ---;, v CONC INSERT =-_-- 1 - 6•METAL STUD � / � FOR THREADED ROD � ----- w 18 CA METAL STUDS _ - _ -- AND hiCKEE�id i6'o.c ,-__. y PAINTED METAL Z HANGER _ --_ FROM ROOF DRAIN CORNICE'f RIM - 9 BRACKET - 3'O RAIN LEADER Z w - C5. EAST ELEVATION OF WEST TOWER V W d METAL DRIP CEMENT PLASTER � 1 2'GYP SHEATHING ON METAL LATH � 4'O ELECTRICAL *— — —----•— SEALANTS CONDUITS — R CEMENT PLASTER I BACKER ROD V SCALE: L4'=1'-0' Uj Q Z ON METAL LATH 2,-4, ct Q SEALANT 8 ! Lu ' BACKER ROD A3 (Cvvvllr�11 3 12". 1-2 12" A32 OPP A3 �+ . . A32 O V O 30P83' STUD-- - - /1 C' ; - `, C r�+ cc C1. TYP. ENTRANCE CANOPY C2. SOFFIT DETAIL � JoP�GLAzING `�niir Y � SCALE 112• 0 C3. DETAIL AT HANGER SUPPORTS 312.33' SCALE: 1 112"=1'-0' `-_ - _ ♦ ` SCALE: 1 12'=1'-0' — -- ---------- -- ' v K. • i � O cc j F� I1 LANDING FO 304 00' cr � /^ I PROJECT NAME Zc Q I ,Q w � I LANDING_ 299.SO'cc LU C\ Q I� B5 I ,r�r w A3.1 ♦/� i• •[ t 4" ap v, • / LANDING CTN1I�TIER 295.00' cl - - w - cc Q 11�� g ¢ Q o Uj ao 290.50' uj uj so �4 TACTILE WARNING SURFACE. ¢ Go co _LANDING GSE •." y 286.00' W I •• ." w J 4 2 112'X 2 1/2'X 2 1/2'1/4' C d --- W BENTPIATE L'S WELD LU TO LADDER RAILS& m LANDING CURE TO WALL W/5/8' EXPANSION BOLTS 281.50' - v1 W 1 6• N ` r 2 1/2'X 1/2'STEEL FIAT BAR RAILS-DRILL FOR RUNGS p w - 314.0 STEEL BAR RUNGS 5' r to PLUG WELD TO RAILS 6. LANDING�� SHEET TITLE d 2n.00' - r ' W I v O 6'HIGH Q I A3.1 CURB w 2 1/2'X 2 1/2'X 2 1/2"1/4' co k. ANGLES WELD TO RAILS I LANl11Ny--—--—- 1 VII N 04.27 DO PE SECURE TO FLOOR W/ 272.40' I 3/S'EXPANSION BOLTS LL • ¢ -•, _ -_- I CONST.SET: 04.1000 I n¢ -- PERMIT SET 03.39.00 DIMENSION MEASURED w NOSING TO TOP — FROM TOP OF TREAD AT OF HANVRtAIL `' - -- I CHECK: LRS el --- 267.708. - ---- - ---- - - --- - -- --- cC�.T�� I DRAWNBY: HLMVal ELEV101�QN SECTIOF' 5'-0' _ T-0'MIN. - s PROJECT: .99121 44.14 PANNO-SEE SITE PLAN F1. LADDER DETAIL @ ELEV- PI-1 F3. CURB RAMP DETAIL F5. SECTION AT WEST STAIR SCALE: y4'-1•-0- A3w2 SCALE: 112"-1'-0' SCAT E: 114'-V_3' 12125 SW 6ft Ave. SUP 2000.00112 13 01 30 1 * —"-__ _...,._.. _-- --_.•--_. IIID � a � s r �o Lns A1ipMTEcrs tn�c.5v _ LEGIBILITY STRIP OI I 2 3 �IIIIIillllfuIIIIIIIIIIIIInI�nlllulllnnllllllnlllluil101nlnl'I�ullIIIS IjIII�uIIIunIIUIInnI u�nll�nll�ullllul�nnllnlllnllullilnlllnllnnlnllllnlhnl�llnlnl111111 lnl�nn ull�nn nnllnl nllllln IIIIl��13 n cm ull�il�l�lll R - -- 10--.I c. 1:1 14 18 17 19 IG 20 21 22 23 24 25 28 27 2I9 29 3C CDt wilw1w I 91 cc U, .. ,.; .. .._ ______. _ _ _. .—..__ ..,..,.......___.,.. _. ... 7R Jr V !�S 4 _ c= — 7� ]+ _ ?s- _ op--=" -- — — _ - ----- --------- -- -- --- ANN J:L:_ :: .: -_Cz: - — LAzit -q14ZEE '.,a,I. — .,ryH t J. .a �Y -,il• �� N — - pr i -�? MEE - - - - _ . . - -- - _ _ _- ------------__-_----- •--- - -' -- - ----- -- --- - - - - -- - - -------- - ,. L ` Iftft .. __ — 'r_ - - Fes.. � -,� �. � •_ ,� _rE=F-6MT-lrS-2 A � Lt t ICE- - - - - j D .r -1 I' A4. 1 F ;p CD �i�@L .fir=fes' J.* J "R` ....mrrr..,.....aatdr-....ww.ur.kW ou„unn r-..1�'w.r9.RF+r 'F!'M-1-•,, .__.. -.._.-._...-. .. ....._».... ....,.. .nr,.,w,.. .. ...+. - a � � WlwWlsie+YrltaYx 7- 'F . v fi ,1 1! p 77 f AjJ4 GLAZED STAIR C ON FOUR SIDES AT ROOF RE 1 \ � J 1 ^ / � � Y�-��/� L�-I y13 4F \ QE LEE � `•'.•� \✓ T CONCRETE_ �� V �, F1 "�� - 312'•21,2' Y 7;ND, -PRECAST CONCRETE LIGHT POLES, / 5.1SPANDREL PANELS.TYP I DESIGN BUILD BYCOLOR LEGEND �F ��, CONTRACTOR 2"� PTD STEEL �---��Al PIPE GUARDRAILS.IIP 11 v - L i — LLLL!_1_C1J P3 t 468 BENJAMIN MOORE 4.1• ,1 �. A5 1 4'-8 t'2' 4'N 1 2' 4-.4- ! I�A —* 4 4 P5 8773M MILLER-DAUPLIN GRAY --- 303.0 � • i �. --_..______ —,.�,—... -- ' __ .- ----'-:- ---�•;-.� J - \��\\\ P58782WMILLER-STERLING COIN T FOURTH TIER= . ` ° ' `� ` O� �_-_ _ ry-^299 �C � — - - — T-SLAB 6_STAIR= ,t .. 29.6• SEE PERMIT NOTE 07 I T THIRD TIER �— -- +. �• ------ - - - - - - - - - -- - - - -- -- - - - - -- - - - - ---�-----+- - - - - - - - - - - -- - - r-SLABd.-STAIR=4 TNOTES P RMI 290'6" FOR PLANNING DEPT.- REVEALS SDR 1999.00021 l REVtALSIN PRECAST PANELS 'I I � ! SEE DETAIL A2 AS t —-�` _ I I I SEE PERMIT NOTE 82 1 CONDITIONS EQUUI ED 6-F0007 WIDE SIDEWALKS T SECOND TIFR= — - _-_-�. __ --- -- —� - __ - - - - -- - -- T SLAB 9 STAIR 2 WEATHER PROTECTIOCONDITION OF N r3. 14291 Q, -- - ----- - ------ - ----- -- -- ------ - -------- -- - - -- - -- ----- --- ------- ---- -- --- ---- - - - - - - - - OF PRIMARY PARKING STRUCTURE 281'•6' ` ENTRANCES. 3. CONDITION OF APPROVAL r4 APPROVED i LOCATION OF SW ELMHURST STREET i DRIVEWAY BY CITY ENGINEER. — !� j 1121 S.G{'.Salmon i i T SLAB K STAIR= / 4 CONDITION OF APPROVAL•5 �\ Suite 100 Sui T FIRST TIER= COMPLIANCE WITH �, _ '�--,- --- ------ - • - - - - - - - - - - - - - - • • - - - - --- -- - - - --- - 2726' PEDESTRIAN STREET CROSSING 1 72 0 Portland, OR�,_US GLAZED STAIR ENCLOSURE REQUIREMENTS Tel. 503.'21.1121 5 CONDITION OF APPROVAL 67: i Far.503.__1.-07 C\ 7 7 � ON TWO SIDES,TYP EA TIE'S INCLUSION OF INTERIOR AND EXTERIOR LIGHTING PLAN.SEE FLOOR PLANS. 6. CONDITION OF.+PPROVAL r8 1 B2. EAST ELEVATION BICYCLE PARKING REQUIREMENTS: SCALE 18'= 1.0' SEE SHEET A2.1 AND A1.1 SITE REFENCE PLAN. TOTAL OF 1281 BIKE SPACES PROVIDED. 7. CONDITION OF APPROVAL r9.EXTERIOR FINISH MATERIALS ARE PAINTED,CONCRETE.METAL AND GLASS. SEE SHEETS A4.1 S A4.2. I OA o �� E� F OG J 3�T FRAMING LIGHT POLES. : - - ---- — -- DESIGN BUILD BY CONTRACTOR PRECAST CONCRETE GLAZED STAIR ENCLOSURE SPANDREL PANELS TYP I 1 ON FOUR SIDES AT ROOF '' _. I 8 0' 1 r 8'•10' 8-t0' TYP TYP TYP TY TYP TYP TYP T/P T.SPANDREL= �+'_0• -- T PARAPET= ---_-_ --_ h T SLAB 4 STAIR=-—--— \\ ` ----- ---------- ---------- 0. I 1 -- —- - -- a _ T FOURTH TIER -- — 304 r. --�----•------------ - ---- - ---- - - _-- - - ..�.- - - X3.6. - �T SLAB 4 STAIR --__-- _ -�- --�-- I ---- —_-- �--_-�--- � =---- �-s 2950' r - --•--------.••- - -- --'•- - - ----------------------------------- ---- _ 1T THIRD TIER - _ —__— _ � CONSULTANTS 2?4.5" - - _ B 0 STAIR=- —- - — ��_ -- -- ��7 6'.0' r .. ~ -- --------------t - ---T_SECONDTIER� 2860' ----------------------------- ------•------------- ----- 285-6' GLAZED STAIR ENCLOSURE - — ON TWO SIDES.TYP.EA.TIER - -- — REVEALS IN!-RECAST PANELS, rW �T SLAB 4 STAIR= -— - - ............ ---_=� SEE DETAIL A2'A5.1 V ��RR -- - --_ __ LU 2"-0' = ---------•--- -------------------- - -- --•-•------•'�-- ------ --- - -----------1 -f ---- T FIRST TIER= V L 276'•6' T • - — Imo=—- - _ ;�,,;,-;,; 0• ------ ------ -...- .-.-._..- ---- --- --- ----------- CC - -- - ------------ - --_.. /i t;'!i:?�.' �' -- T BASEMENT V_ X 265'-0' CC I j tQ D3. WEST ELEVATION �► SCALE: 1/8'n 1'-0' PROJECT NAME 4•. TYP. TYP I� \ F2 OPP TYP. P• TYP, _! A5.1 It - ' i , Uj SLI DC f , O f , W f , ■ - -- ' SHEET TITLE 04.27.00 CONST. SET: 04.1000 C' � PERMIT SET: 0.3.29.00 ICHECK. LRS I DRAWN BY: DW F2. BUILDING SECTION ScALE: 1/!!':1'-0' PRCUF.CT: 99121 A4s2 12/25 SW 611th Av* BUP 2000-00112 9 15 of 30 : O ! 4 r • *LAS ARaftTFCTS W N Cm �nulu,�`',L!lulll�n!In!�Inllll!�Inlln�!!u!In;llliullnl If Jill utylnl unl! II nu Ing I!u nn nn In!nu uu Iln un nn nil nll un Iln I��I I��, �n�nu+nI Inl Ilu nll Iln Inl lul Iln ilii unl �r LEOIlILITYSTRIP o I 2 3 a ; I ) � I I � I � I � I I � ! I I � ! I I � I I ► I I .., _. � ,o=. to II 1! la 1• le I 10 i i t! I �a -� t F - — -------- --- _� ` o telly 1304 VEN A. LEE d t �< 34• 612' 34' ALUMINUM WINDOW f'OflTCANU =,> SYSTEM W 1 4'TFMP GLASS J� t c I c SHIM AS REQUIRED , 1 _2 DE,VTIL REVEAL ALUMINUM DOOR - OF O�� SEALANT 8 W 1 4'TEMP GLASS BACKER ROD INTERIOR y 1•DEFLECTION HEAD 5 —2•SCH 40 d k A GALY PIPE - - ALUMINUM NINDOW �t -. SYSTEM W t a'TEMP GLASS TYP EXTERIOR INTERIOR E)CTERIOR B �� BASE COVER PLATE CONTINUOUS REVEAL -WELD PASTS TO STEEL EMBED I ,� ■ Al. DETAIL @ DENTIL REVEAL A2. TYP REVEALS A4. JAMB @ ALUMINUM DOOR/ WINDOW A5. HEAD @ ALUMINUM WINDOW ` --'-- SCALE 3'=l 0' HEAD SIMILAR SCALE 3'=' '--' --- PRECAST CONC ` SPANDRELPANEL ELEVATION _+ 11'1 SAV Salmr'n 1101 �. 2 TrJ. Su3."1.l 1:1 /`- TRAFFIC SEALANT W I ALUMINUM DOOR , EXTERIOR Ftx. c��<.='1._,•-- a / BACKER PGD TYP -- W 1 4'TEMP GLASS ,� ir ALL SLAB JOINTS — --- } ALUMINUM 6INDOW AT TOP T.ER ONLY - � r I S'rSTEM r. 1 4'TEMP GLASS TVP TRAFFIC COATING �`> EDGE SAB I- _I_ - - t a'HIGH ALUM CONT FLASHING ` ON CONCRETE SLAB "'- FLOOR SLAB 1' AT TOP TIER ONLY - I- -- - - - .—% I THRESHOLD \ _ SET IN SEALANT V I CONCRETE coLuh+N - _ _ _ _ J SEALANT Ji = INTERIOR FQ!'PTH T'EP _ BACKER.POC PLAN --+ =` SHIM AS - -- - REOUIPED B2. TYP. CORNER GNC SP ANDREL B3. BICYCLE RACK DETAIL OR WALL - =GALE + 1 2 t �' SCALE 1 t 2'=t-0' B4. SILL @ ALUMINUM DOOR B5. SILL @ ALUMINUM WINDOW + - TRAFFIC;SEALANT-W---;- SCALE 3'=t 0' �, (JAMB SIMILAR) BACKER RCD TYP SCALE 3'_}-�' ALL SLAB JOINTS AT TOP TIER • REINFC)FC'NG BAR- SEE COATING ?> SEE STP.UC ON CONCRETE SLAB PAINTED STEEL I AT TOP ,IER ONLY y PIPE GUARDRAIL i j 3f 8'NOMINAL FOURTH TIER m GROUT-FILLED CMU C I P CONCPETE , 1S ` '• 7 Wi l>'ALI ' % CONSULTAIN7S �i i '/ j _38'FLAT HEAD r� \ ALL EXPOSED STEEL '- ? I SEALANT AND BACKER J ol PARTS OF STRUCTURAL ROD EA SIDE /� s EXP ANCHOR r CONNECTIONS PAINTED COLOR P5-8' 3M 9 MILLER DAUPHIN GRAY -- a 1 HOLLOW METAL SEALANT THIRD TIER ` DOOR FRAME I ti BACKER ROO _ a CONCRETE SHIM AS REOUIRED - _ - --i SIDEWALK --- L J I FPRAAME`N METAL ELEVATOR HOISTWAY 4 34'x'3»'STOP , ` _ HOLLOW METAL - ---�� SCREEN uiv DOOR Lu METAL LOI_ EPS <' --_—= _ UA Q _ EXTERIOR 2 a +—CONCRETE COLUMN _ �I PAINT ALL FOUR SIDES if—f R AT PEPIAfETEP OF STRUCTURE �` LZ r - SEE 3TRUC7UP.AL DRAWINGS FOR v Q SIZE AND REINFORCEMENT C4. DOOR HEAD C5. LOUVER HEAD DETAIL (JAMB SIMILAR) Z Q ALN-EXPOSED STEEL �� - OF RETAINING WALL +r PARTS OF STRUCTURAL FOOTINGS + ---- -- - - - - { CONNECTIONS.PAINTED I - SCALE 3'_ +-0' SCA E / COLOR P5-8'73M Cc Ir MILLER DAUPHIN GRAY ro= THIRD TIER - c ;�0 EXTENT OF —_� - EXTERIOR PAINT _ I. TVP E"-,H TIER fr�_ �- EXTERIOR- ,_ METAL LOU•:ERS � SECOND TIER I ' I _ -- - SCPFEiJ - STRAP ANCHOR- 1 �.�� I 34'x 3a•STOP -- HOLLOW METAL 1 ELEVATOR HOISTWAY C3. .GUARDRAIL DETAIL THREE 13)PER J4MB -- I j > I SCALE 1 '= 1-0' 8'NOMINAL j CONCRETE COLUMN. � i t -� i FRAME ----- -- L CMII WALL $NINA AS REQUIF.ED h PAINT ALL FOUR SIDES I 1 4 IM PROJECT NAME AT PERIMETER OF STRUCTURE 26' T i i% / •: SEALANT AND 4'r_412' SEALANT AND 1 t' v BACKER ROD I BACKER ROD.EA SIDE —-�� ' + TYP FLASHING PROFILE CONT FLASHING f }--- I SHIM AS REOUIREU - '- '- $E7 IN SEALANT 1y J 38•FLAT HEAD HOLLOW METAL - - 4 EXP ANCHOR i - 0 DOOR FRAME t -� s CLP CGNCRETE - L CA WALL r/ EXTENT OF r�; C A HOLLOW METAL /1 I EXTERIOR PAINT n DOOR 1 TYP EACH TIER > VV Q ^ +1=s 1 4- uj 1_5 16 4 - SECOND TIE--R� D D O <� PAI"` - �� m D4. DOOR JAMB D5. LOUVER SILL DETAIL ~I D D ' D �--' D SCALE- 3'=1-0• SCALE- 3'= I-0' CIO ems' Q FIRST TIER I ALIGN EDGE OF VERTICAL JOIINT WITH EDGE OF COLUMN --�� D3. PERIMETER COLUMN DETAIL SCALE 1 1/2'=V-0' uu WATERPROOFING - —5'W. STD PIPE-GROUT —T FULL WITH 11061E TOP. PANlT Tt-WFIC YELLOW _ A r_ STEEL DOOR - STEEL DOOR -- t 4'TEMP GLASS SHEET TITLE IN ALUM FRAME CONCRETE SLAB ON � I LOUVERS - 34.0 HORIZ PUSH PAINT DRAINAGE COURSE 6 BAA O EXTERIOR FACE I FIRST TIER �. A 04.2700 -- 34'O VERT PULL W - ---- - ------ / BAR O INTERIOR FACE CONST SET: 04.10.00 CONCRETE SLAB O'. � p p I PERMIT SET. 03.29.00 01 I BASEMENT (n ml URA'NAGE COURSE n - I �'FCK: LRS CONChETE BASE q L DAA WN 9Y: HLM f n c, - - - - - PROIIECT 99121 J - - - - - - -� ° A H.M DOOR O ELEVATOR H.M.DOOR W/LOUVERS GLAZED _ O1 C Q MACHINE ROOM AT ELECTJ MECH.ROOM AT gTENCLOSURES F1. WALL Sll�ECTION F2. WALL SECTION - O O A5w 1 SC-ALE I?*. i o• �'�' F . PIPE SCALE: ►rr.t o- 3 BOLLARD BASEMENT TIER F4. DOOR TYPES 121„SW 69th Ave. SCALE: 1 1/2':r-0• IjuP 2oao�o112 SCALE: 1/2'.1�-tr ,e of 30 � 1 OLRS ARCWWTS LMC 0 � .,,,,.m,I,wOcINM► --L�OTlTLT1Y StRTP o 2 3 . s e r' e o 10 11 12 13 14 t -•----TT s oma•• °• a r7 9 IO ao 21 22 23 24 25 28 9 1 s8 29 30 CD7.z • i 1 STRUCTURAL fiOTES ' Created January, tggg Edited January, 2000 RAl 5 Tolerances shall conform to the requirements of ACI 301, Chapter 15, except that tendons, sheathing, and anchorages shall be placed with a tolerance of +,/- 1/8 inch in concrete dimensions less than 8 inches and 1/4 inch in concrete dimensions greater than 8 inches, in slabs the A. GENERAL horizontal toler, nce shall not exceed 1 inch in 15 feet of tendon length. 1 These notes set minimum standards for construction The Drawings govern 6 No admixtures known to be hormful to either Portland cement or yta over the general notes to the extent shown. 9 g prestressing steel be used it concrete. Harmful admixtures include, but are IL 0 2. Contractor shall verify all dimensions and conditions on Drawings and in not limited to, floritles, chlorides, sulphites t nitrates, and should NOT al field. Coordinate locations of ;penings through floors, roots and walls used. Water used in concrete should be potable and contain no chemicals know - I With architectural, mechanical and electrical drawings. Notify VLMK the en harmful al Portland cement or prestressing steel. Consulting Engineers (VLMK) of any discrepancies or if actual conditions 7 Tensioning shall not be performed until the concrete hos developed of differ from those shown or noted least 75% of the specified 28-day compressive strength and has been in place 5. Contractor shall provide all necessary temporary support prior to for not less than three (3) days during which time the temperature of the air deg. F. The three day period can be completion of vertical and lateral load systems. VLMK has not been surrounding the concrete is above 5 re tamed to provide any services related to Job site safetycumulative (not necessarily consecutive). pra edutressfor the 8. Use mechanically powered hydraulic actuated stressing jacks equipped with a to review the means, methods, techniques, sequences, or contractor to perform work. Unless we ore specifically retained and recently calibrated pressure gage. Submit calibration curves to the compensated to do otherwise, our work is limited to the design of work architect and recalibrate as required by the architect. described on our Drawings for this protect. The total loss of prestress due to unreplaced broken tendons shall not 1 � r 4 ✓Viere reference is made to ASTM, AISC, ACI o, other standards the latest exceed 2% of the total prestress, issue shop apply. 10. Testing and records. Inspection and.,,or job supervision is not provided by VLMK. a. Test a sample of the tendon with anchor from each reel of material used 6 All work shall be in strict compliance w h the 1997 Uniform Building Code p accordance with the Post Ten;:ioning Institute Manual and ACI 301, j (UBC) as amended by the State of Oregon (1998 Structural Specialty Code) Chapter 15, See specifications for testing and procedures. and allother state and focal building requirements that apply, b. Provide calibration certificates for each jack and gauge used. '. Design criteria: Calibration intervals should not exceed 6 months a. Bask roof live load 25 PSF c. Submit daily records of all jacking forces and elongations. The records b door live load 50 PSF (Reducible) shall show the procedure and order in which stressing is )erformed for C. Wind 80 MPH Exposure B each slob. (See specifications for additional items to be recorded.) d Seismic Zone 3 d. Tendon prestressin force shall be determined by (1) measuring tendon 8. Mechanical equipment, mechonicol and sprinkler piping larger than 2 inches elongation and by ?2) checking jack pressure on recently calibrated gaga in diameter or any other items producing a hanger or support load of over or by use of recently calibrated dynamometer. Any discrepancy which J 50 noun 1s shall exceeds 7% snoC 112/ S w Salmon be h��ng by a system approved by VLMK. Any hanger or be corrected. Suite 100rb suppert producing a load over 200 pounce shall have additional framing e. Elongation requirements shall be based on load-elongation curves for the instatlea to transfer these foods to the main structural beams or wall steel used. In the case where the discrepancy between gage pressure and Portland, OR 97205 unless otherwise approved elongation exceeds 7% and where corrections cannot be made by ordinary Tel Band, 1.1121 9. These Drawings have been prepared solely for use In the construction of the methods of release and restressing within allowable )age pressures, all Tex. 032o,.2077 Tigard the Center Parking Garage project located in Tigard, Oregon. work on that member shall be stopped and all data submitted to the Possession of these Ornwings does not grant u licen►c to construct or Engineer for resolution, fabricate the whole, o, parts of this project in othar location,-, f. Tendon records shall be submitted and receive approval from Engineer 10 Provide Shop drawings for all structural product: delivered to the project. prior to cutting off of tendon ends. Do not weld around tendons. Shop drawinr of bidder designed items are to be prepared by, and bear the 11 12. After the tendons have been stressed, burn off the tendons approximately ` n stamp of an Oregon licensed engineer (product engineer). Such drawings CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM S:OINSPECT.DWG shall certify that the drawings have not deviated from the VLMK design in 1 2 inside '.he face of the concrete. Take extreme care not to heat any of SPECIAL INSP roll N any way, or shall cal, to the attention of VLMK that the product engineer the adjacent components 1/4"s occurs FOUNDATIONS AND SOILS N PROGRAM NOTES' c nos deviated from the VLMK design drawings. Such deviation may be cause 13. f slippage of more than 1/4" occurs afte• release, stress the tendons COMMEN73 DURATION INSPECTION AGENCY 0+ a,v 2 for rejecting cc the strop drawings. Engineer will mark up a maximum of three again, 1. DURATION REFERS TO TT�E TiME AND FREQUENCY OF INSPECTION FOR THE PORTIONS � = N Y Grading and Belgrade Compaction OR ONS OF WORK INDICATED ABOVE. W z x sets of shop drawings ! more than three sets ore required, submit one 14• f proper elongation is not reached at the specified force, the tendon in _ _ Ref Project Specifications p C = CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR t a - _ Geotechnical 0 5 ON SITE AT ALL TIMES OBSERVING THE set of rproval. lies (sepias). Fax submittals wi;l not be accepted without question shall be stressed again after sufficient lapse of time for stress Footing Excavation and Compaction WORK REQUIRING SPECIAL INSPECTION e prior approval. All submittals shcu be reviewed and stamped by contractor equalization. P Geotechnical P = PERIODIC INSPECTION IN 'WHICH THE SPECIAL INSPECTOR IS ON SITE AT TiME INTERVALS NECESSARY prior to submittal to :ngineer. 15. Stress evenly spaced tendons in the slab prior to stressing banded TO CONFIRM THAT THE WORK REQUIRING S L INS INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT tendons. Footing Form work and Reinforcement DRAWINGS AND SPECIFICATIONS. w Y v Z P Testing Lab/Engineer 1 Pour strips are to be poured sixty (60) days after post-tensioned slabs CONCRETE. 2 THE INSPECTION AGENCIES ARE AS FOLLOWS: tj 3 CN w are stressed. ___ ENGINEER,: VLMK ENGINEERS cv Placement of Reinforcing Steel for Slab-on-Grade - GEOTECHNICAL ENGINEER. GEO-ENGINEERS Y a^� wQRIR� P Testing Lub rEn ineer Ln n t h- TVI I N 4 - MASON - - _ q 9 TESTING LAB: TO BE DETERMINED a X c d Placement of Reinforcing Steel for Elevated Floor Slabs _ 4 v a A. CONCRETE BLOCK P Testing Lob/Engineer TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE ABOVE PROGRAM,GENERAL Placement of Reinforcing Steel for Wolfs and Columns THE SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED, APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY P Testing Lab/Engineer THE OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUBCONTRACTOR, PER U B.C. SECTION 106.3.5. 1 Remove all organic material and topsoil from areas under the building or A a ' under paved areas. Placing of Concrete for Reinforced Slab-on-Grade THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE DESCRIBED IN U.B.C- SECTIONS 1701.3 AND 1701.5 Z See Note 6, Item A C Testing Lab THE SPECIAL INSPECTOR SHALL PE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE v material, Place fill in lifts not to exceed 8 inches and compact to 95: 2. All CMU units to be Grade N, Type 1, lightweight units Placing of Concrete for Elevated Floor Slabs See Note 6, Item A SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION standard ASTM D-1557 under footings, under Ypper ASTM C90 dry to C Testing Lab OR OPERATION REQUIRING SPECIAL INSPECTION. 9 paved areas and under floor intermediate humidity condition per Table No. 1. slobs. 3. Mortar to be Type S using the Property method per ASTM C270. Minimum Placing of Concrete for Walls and Columns See Note 6, Item A Testing Lob 3 PRIOR TO THE BEGINNING OF CONSTRUCTION, THE ARCHITECT R Hose material immediately under slab to be 6 inches layer of compacted strength of moiler to be 1500 psi. MEETING WITH ARCHITECT, ENGINEER I (O ENGINEER) SHALL CALL A PRE-CONSTRUCTION CONSULT4Ji crushed rock with less than 5% passing the number 200 sieve, 4. Compliance with F'm shall utilize either the Unit Strength Method or the Prior to and During Concrete Placement for BUILDING OFFICIAL, CONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE 4 Cast Anchor Bolts and Embedment Plates C Testing Lob SPECIAL INSPECTION REQUIREMENTS. THE STRUCTURAL OBSERVATION REQUIREMENTS SHALL ALSO BE DISCUSSED Sae specifications for additional information. masonry prism testing method from the latest edition of the Uniform DURING THIS MEETING 5. Design soil pressure 3000 psf LL plus DL per Geotechnical Investigation Building Code, Placement of Post Tension Tendons 4 DUTIES OF THE SPECIAL prepared by Geo Engineers, Inc. dated January 26, 2000. 5. Grout to have a ,minimum 28 day strength of 1.25 times the compressive _ P Testing Lab/Engineer L INSPECTOR TO INCLUDE, BUT ARE NOT LIMITED TO: 6. All footings to bear on firm, undisturbed soil or approved compacted fill strength of the concrete masonry units. All grout mix designs to utilize a Stressfng of Post Tension Concrete Tendons A) ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM minimum 18 inches below final grade. NotifyVLMK before fluidifier admixture, Intrusion Aid b Secrete-IP or approved equal. C Testing Lab G AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, proceeding if any Dosage to be y p PROVIDED BY THE. LOCAL JURISDICTION, unusual conditions are enccuntered in the tooting excavations per manufacturers recommendation. Drilled-in Adhesive Anchors, Rods and Dowels Shall B) THE SPECIAL INSPECTOR 8. Cl not excavate closer than 2:1 slope below footing excavations. 6. Contractor to prepare and test (3) grouted masonry prisms and (3) ungrouted per ICBG Evaluation Re EC OR SHALL OBSERVE THE WORK FOR CONFORIAANCE WITH THE APPROVED be continuously inspected during installation port VED PERMIT pRAWINGS 8. Clean all footing excavations of loose material b hand. masonry prisms y q 9 C Testing Lob AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TG THE IMMEDIATE ATTENTION OF THE y per ever 5000 Square feet of wall, duringconstruction in CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING OFFICIAL. 9. Excavations may be made under continuous footings for pipes. Backfill to accordance with UBC Standard 21-17, Drilled-in Expansion/Wedge Anchors in Concrete he approved by Geotechnical Engineer, 7. Contractor to prepare and test three (3) grout prisms per every 5000 squareer ICBO Evaluation Report C Testing Lob C) THE SPECIAL INSPECTOR SHALL FU?NISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING feet of veil area during construction in accordance with UBC Standard 21- U.O.N.( UONNoted on 0 swings ) OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND (OTHER DESIGNATED PARTIES), IN A TIMELY MANNER, A5 18 Placement and Instalration of Coupled Reinforcing Steel ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. L B. All work :hall conform to Section 2102 through Section 2111 of the latest 9 per ICBO Evaluation Report C 7estin� Lab 1 U edition .f the Uniform Building Code. D) THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPGRT STATING WHETHER THE WORK REQUIRING SPECIAL ISN i= �ONCR T AN INF R INS STRUCTURAL YIELDING AND HIGH-S1REN0frl BOLTING INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED PERMIT 9. Rs'allowg for masonry to be ASTM A615 Grade 60 placed in centers of calls _ DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. as `allows (unless otherwise noted in Drawings): Single Pass Fillet Welds 5/16" and smaller a. Ve-t'cal: (1) no. 5 at 48 inches on center plus (2) no. 5's full height P Testing Lab 5. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: A. CONCRETE Mix/MATERIAL each side of openings, unless otherwise noted on Drawings. Fillet Welds larger than 5/16" J 1 Strength: Average 28 day concrete strength determined by job cost lob A) NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AS LEAST 24 HOURS BEFORE SUCH b. Horizontal: (2) no. 4's at 48 inches on center for running bond, (2) C Testing Lab -� INSPECTION. cured cylinder to be as indicated below plus increase depending on the no. 4's of 24 inches o.c. for stock bond plus (2) no. 4's at top of wall - _ plant's standard deviation os specified C ACI lab Provide mix designs to and at each intermediate floor level. Locate first bond beam at ground Welding of Reinforcing Steel per U.B.C. 1701.5.5.3 B ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT 'AAS BEEN OBSERVED Engineer for all concrete to be used. Clearly label all mix designs for floor level. AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICI4i. Proposed area of use Welding A706 Reinforcing Steel for Embed Plates C. Lintels: Bar Larger than N5 C Testing Lab C) PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE 2 Minimum mix requirements: 1.Less that 4 feet wide 2 no. •:'s in I ( ) bottom of 8 inch deep lintel. D) MAINTAIN AT THE J(�8 SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. LOCATION 2.4 feet to 6 feet wide (2) no. 4's in bottom of 16 inch deep lintel. Welding A706 Reinforcing Steel for Embed Plates MIN. COMP• SLUMP MIN. CEM. ADMIXTURES d. Corners and intersections: (1) no. 5 corner bar x 24 inches x 24 inches Bar /5 and Smaller i Cc STRENGTH (a) CONTENT at each bond beam for 10 inch walls. To Testing Lab Lv PSI If�CHES POUNDS OTHER INSPECTION 0 e. Splices 5 vertical ',rail reinforcing and horizontal bond beams shall be High Strength A325N and A49ON Bolt installation Verify all Bolts Installed to p Testing Lab 6. THE FOLLOWiNG INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN A IP Ticallopp52 r -meters. DD ON TO THOSE REQUIRED BY �h Ca Footings 3,000 0-5 St7 None 10. Electrical boxes, onduit and plumbing shall not be placed in any cell that "Snug Tight" Condition 9 U.B.C. SECTIONS 1701.5.1 AND 1701.5.5: V Slab on Grade 3,500 2-4 contains reinforcing. STRUCTURAL MASONRY: A. CONCRETE INSPECTION AND TESTING REQUIREMENTS. 577 (b), (c) IT. See Drawings for additional reinforcing. O � � I 12. Special Inspection Not required for partition walla. Prism Preparation and Test Specimens 1) CONTINUOUS OBSERVATION OF SLAB, WALL, AND COLUMN CONCRETE PLACEMENT IS REQUIRED. Post-Tenson 5,000 2-4 658 (b) 2) OBTAIN 4 TEST CYLINDERS it1R EACH 100 CUBIC YARDS PLACED (OR PORTION THEREOF IF LESS THAN 100 CUBIC ( � Slabs (f) Placement of Masonry Unita C Testing Lob V _ YARDS ARE PLACED). BREAK 1 CYLINDER AT 7 DAYS AND 2 CYLINDERS AT 28 DAYS. (IF THE FIRST 28 DAY Ct F� Columns 5,000 Placement of Reinforcing Steel CYLINDER BREAK IS LESS THAN REQUIRED STRENGTH, HOLD 2 CYLINDERS FOR 56 DAY BREAK) HOLD 4TH CYLINDER FOR Ct 2-4 658 (b) DIVISION 5 - METAS P Testing Lab SF DAY BREAK, DREAK 4TH CYLINDER ONLY IF REQUIRED STRENGTH IS NOT MET WITH 2 CYLINDERS AT ^ Grouting Process and Grout Space prior to/ohd during 28 DAY`- V a Walls 3,500 2-4 517 (l)(b3) ADDITIONAL CY'_INDERS SHALL BE CAST AS REQUIRED FOR DETERMINING (3) DAY STRENGTH OF F.T. SLABS CSL Precast Panels 5,000 2-a 658 l Grouting Operations C Testing Lab PRIOR TO STRESSING Installation and Grout Placement for Cast 4) VERIFY THAT THE APPROVED MIX DESIGNS ARE BEING DELIVERED TO THE SITE. BATCH TICKETS SHCULD BE CHECKED �xr/ A. GENERAL Anchor Bolts and Embedment Plates C Testing Lab FOR ALL TRUCKS ENTERING THE SITE. fir/ 1. All structural members to be detailed, fabricated and erected in accordance a projeSlumpct exceeding specified limits shall not be incorporated in the with AISC Standards, latest edition. Submit shop drawings of columns and �7!x project except b written a Dritied in Adhesive Anchors, Rods and Dowels Shall B. DRILLED EXPANSION ANCHORS INSPECTION REQUIREMENTS ARE AS FOLLOWS: y pprovol from Engineer. miscellaneous steel. be continuously inspected during installation per IC80 Evaluation Report C Testing Lob ! b WEA water reducing agent 2. All bidder design structural systems to include plans and calculations 1) VERIFY EXPANSION ANCHORS TO BE INSTALLED ARE PZR THE DRAWINGS AND SPECIFICATIONS. c. AE = air entrainment Drilled-in Exponaion d not used stamped by an engineer registered in the governing jurisdiction. /Wedge Anchors in Masonry per ICBO Evaluation Report C Testing Lab 2) JOIST SEATS - CONTINUOUS INSPECTION OF INSTALLATION IS REQUIRED UNLESSF e Pozzotec 20 required for concrete placed below 40 degrees forhenheit, 3. Unless otherwise noted, Contractor will be required to provide a separate ON THE DRAWINGS. SPECIFICALLY NOTED OTHERWISE PROJECT NAME f Use superplasticizer to achieve sufficient workability. B. MApER AILS(or bidder design structural systems. APPROVED FA9RICATORS: 3 Use Type I Cement, per ASTM C-150 unless otherwise approved. 3) LEDGERS - PERIODIC INSPECTION REQUIRED. VERIFY INSTALLATION PROCEDURES ARE FOLLOWED AT BEGINNING 4 Aggregate ASTM C33 size to be 1 1/2 inch minus for slabs on rade and tilt 1, All steel W sections to be ASTM A992 typical unless otherwise rioted, FArchitect icate of Compliance must be Submitted to the OF INSTALLATION. UPON COMPLETION OF AL 9 2. All steel plate, angles, channels, etc. to be ASTM A36 typical unless or Engineer of Record, for all Off site Fabrication L DRILLED ANCHOR BOLTS, THE SPECIAL INSPECTOR SHALL TORQUE wolf panels All other concrete may use 3/4 inch maximum tize aggregate. rP Testing Lob LEST 25% OF BOLTS. Do not use 3/4 inch minus aggregate in slabs on grade or til, walanls. o.herwise noted. as Structural Steel, Open Web Steel Joists and Girders 5 Water Reducing Agent (WRA) shall be PDlyheed R-1 or Durocem 55 at 6 oz. Per 4. Pipe: Pipe ASTM A-53 (Fy=35 ksi), type E or S, or ASTM A501 (F,-36 ksi). Glu-toms, and Precast Concrete, Etceteras at pounds cement. Comply with ASTM C-4g4, Structural tubing to be ASTM A-500 Grade B fy-46 ksi. 6. Air entrainment (AE) shall comply with ASTM C-260 and shall 5 Unless otherwise noted, lasts to be ActiN for steel t. steel connections STRUCTURAL t09SERVATIOiv NOTES& where specified and/or approved by Engineer, be used only and A307 for anchor lolls and connections with wood. Provide standard SL LL]�� plate washers under all bolt heads and nuts in contact with wood. ! THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD A MINIMUM OF 24 HOURS IN Accelerators: Pozzotec 2e non-chloride for components exposed to weather ADVANCE OF REQUIRED OBSERVATION(S) . APPROVAL BY THE MUNICIPALINSPECTOR in the completed structure watts, exterior 6• All drilled expansion anchors installed in concrete to he one of the DOES NOT PRECLUDE ( paving, etc.). tanned Quantity following: Red Head Trubolt Wedge Anchor by ITW/Ramset (I.C.B.O. #1372); OTHER INSPECTION REQUIREMENTS OBSERVATION BY THE ENGINEER OF RECORD AND APPROVAL BY THE ENGINEER OF RECORD DOES NOT PRECLUDE (dosage) to be accelerators. by Contractor and approval obtained from Engineer or Kwik-Bolt II by Hilti, Inc. (I.C.B.O. 4627'. THE INSPECTION PROCESS PY THE MUNICIPAL INSPECTOR AND ANY OTHER CODE R before use of oall concrete N ) Other drilled expansion EQUIREMENTS FOR INSPECTION. 8. Place and cure all concrete anchors are acceptable only with prior written approval of Engineer. STRUCTURAL OBSERVATION per ACI codes and standards. nstall all anchors 2. UPON COMPLETION OF WORK THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO OWNER AND BUILDINGI ` �/ 9. Provide control joints in all interior slobs on grade at 25'-0" on cerate per manufacturer's iotherwise . Provide minimum WITH NET STAMP AND SIGNATURE ATTESTING TO THE t4 OFFICIAL each way maximum unless otherwise shown on plans. Provide heavy3 4 inch) embedment and spacing unless noted otherwise on Drawings. Special FOOTING REINFORCEMENT E SUAL OBSERVATIONS MADE. THE REPORT SF ALL IDENTIFY ( / inspection of a.pension anchor installation is required unless specifically P Engineer ANY REPORTED DEFICIENCIES WHICH HAVE NOT BEEN RESOLVED. tooled joints at 5'-0" on center in all exterior walks unless otherwise noted noted otherwi a on Drawings. PLACEMENT OF P.T. TENDONS AND REINFORCING O 10 Sleeves, pipes or conduits of aluminum shall not be embedded in structural 7 All dri0i epoxy anchors installed in concrete to be one of the following: IN ELEVATED SLABS P Engineer LU 0 concrete unless effectively coated. Tie A Ceramic 6 Epoxy Anchor Ti ITW/Ramset 4945 . Other or Et-Epoxy AT COMPLETION OF THE LATERAL FORCE RESISTING SYSTEM Tie Adhesive by Simpson Strong Tie. (I.C.B.O. ;y4945). Other drilled epoxy P Engineer � B REINFORCING anchors are acceptable only with prior written approval on Engineer. DEFERRED STRUCTURAL SUBtrN7TAL (BIDDER DESIGN): 1 All reinforcing to be ASTM A615 Grade 60 unless otherwise noted Install all anchors per manufacturer's instructions. Provide minimum Storefront and Curtain UB Systems Use only A70' weldable rebar if rebar is to be welded. Use only low embedment and spacing unless noted otherwise on Drawings. Special hydrogen alae+ odes All welding to be in compliance with AWS D1,4, inspection is required of all drilled epoxy anchor installations. Fire Protection System 3 Fabricate and install reinforcing steel according to the Manual of Standard 8. All drilled expansion anchors installed in concrete masonry to be Kwik Bolt UJ Practice for Detailing Reinforced Concrete Structures-ACl Standard 315. II by Hilti, Inc. (i.C.B.O. #4627). Cast anchor bolts or other drilled Q. Mechanical / Electrical / Plumbing Systems � v. 4 Provide 2'-0" x 2' 0" corner bars to match horizontal reinforcing in expansion anchors may be substituted only with prior written approval of Engineer. Expansion bolts installed in masonry to be installed in fully Post Tension Tendons poured-in-pace walls at all corners and intersections. Ct 5. Splices in wall reinforcin shall be la grouted cells, in an area which leaves a minimum 3 inch distance es any and aholl be staggered at least 4 feet at4alternate ebars. 0" minimum) edge of the masonry unit and l) minimum clearance of 1-1/2 inches to the 6 Provide the following reinforcing around wall openings larger than 12 inch center io the cross web. Install all anchors per manufacturer's x 12 inch, instructions. Provide minimum embedment and spacing expansion anchor SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD o. 2 N5 over opening x opening width plus 2' 0" each side. installation is required unless specifically noted otherwise on Drawings. AFTER REVIEW AND SUBJECT TO BEING IN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS, b �2; N5 under openingx o enin width plus 2' 9. All drilled epoxy anchors installed in concrete masonry to be "Hilti HY-150 THE THE ENGINEER WILL RETURN E SU9MITTAL TO THE CONTRACTOR. THE CONTRACTOR SHALL THEN FORWARD THE SUBMITTAL TO TH: BUILDING DEPARTMENT. 1� ~ 0 9 p 0 each side. Adhesive Anchor" by Iiilti, Inc. (I.C.B.O. X15193). Other drilled epoxy THE DEFERRED SUBMITTAL ITEMS SHALL NOT 8E INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED V C. Provide 90 degree hook for bars al opec ngs if required extension post opening cannot be obtained. anchors are acceptable only with prior written approval vi Engineer, BY THE BUILDING OFFICIAL. d. For openings larger than 30 inches, contact engineer for required Install all anchors per manufacturer?s instructions. Provide embedment and `enforcing spacing noted on Drawings. Special inspection is required of all drilled �+ l 7 Provide (2) M4 continuous bars at top and bottom and at discontinuous ends epoxy anchor Installations. of all galls 10. Light gauge steel 16 gauge and heavier shall be formed from steel of ASTM �♦ 8. Provide dowels from footings to match all vertical wall, pilaster and A653 Grade D with F _ �♦ column reinforcing, unless otherwise noted on drawings. o y-5U ksi. Light gauge steel 18 gouge and lighter shall co 9 be formed from ASTM A653 Grade A with Fy 33 ksi. Detail and fabricate SHEF_1 TITLE 9. Lap ou bars m intersecting (Datings 2 0" or (40) diameter whichever is Tight gauge steel per AI SI Standards. greater. C. WELDING y 10. All vertical wall reinforcing to be placed in center of wall unless shown 1 All welds to be made by certified welders to AWS standards with E70XY otherwise on Drawings, electrodes, Contractor shall Nay special attention to the means and 1t. Extend reinforcing to within 1 inch of wall and slab odges. methods of construction they anticipate employing on the Project. Some 12. Contractor to design and provide additional reinforcing as ri 1.eel for �- lifting precast wall welds shown as shop welds may need to be field welds to aid erection. panels. D STEEL ROOF DECK C. POST TENSION SLABS 1 Steel roof deck to be VERCO orrior a (--- p approved deck manufacturer with ICBG 1, Post-tensioned reinforcement shall consist of t/2 inch diameter high approval. Layup to be three span minimum unless otherwise noted on strength stranded, stress relieved or low relaxation 7-wire cables conforming Drawings. 2 Depth, gage and attachment to be as shown on Drawings. to ASTM A416 and having a minimum ultimate strength of 270,000 psi, L-_ 2 Cables shall be coated with an approved coating compound before slippage of cables when wrapp Ir •3• All weld ng to be in conformance with AWS-D1.3. DATE 3.29.00 Wrapping shall be plastic or paper to ensure free g' E LIGHT METAL BEARING STUD WALLS L� tensioned1• Steel stud framing shall be installed as per "STM C754. 3. Anchors shall develop a minimum of 100% of the ultimate strength of lie 2• Metal stud wall tracks are to be attached to concrete floors with minimum tendon which is being anchored. 0.145 inch Did. X 1 inch penetration powder-driven fasteners spaced at 24 Shop drawings shall be submitted for review by the Engineer of Record. inches on center. CHECK. TN Shop drawings shall include the following information: 3. Metol studs are to be 18 gauge "CC" sections with minimum section j N DY.• � PEM n. Profiles of prestress tendons shown at maximum aft intervals properties as follows: Ix a 2.026 Inches "4 x Sx = 0.665 inches "3. Studs DRAW b Dimension tolerances for locating tendons, to bear on full width of top and bottom track. c. Plan layout of tendons and dimensions plane. 5. Wall coverings to be attached per UBC Table 25-G or Table 25-H.locating tendons in the horizontal 4. Stud spacing to be 16 Inches on enter or as Indicated on Drawings. PROJFC 1; d lacking forces at anchorage locations and temporary6. /8 Gouge screws to be used to connect metal framing except as noted on the e Required elongation and etc+gation calculations lacking forces. Drawings. f. Maximum horizontal curve of tendons enual to, or greater than, a 24 ft 7 Galvanized coating to be G60 minimum. radius curve oro splay o1 1 in 10 unless noted otherwise. sora 12125 SW 69th Ave• E BUP 2000.00112 f I 17 of ace VLMK PLOT DATES: M lD LRS 4RCHITECTS 97 99277SO.O.dwg 2/14/2000 18:54.32 PEM CM IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Iilllllll rllllllll t� •--.---..P..._S.T._R..I_P IIIIIIII~IIIIIIIIsI III I �.._. ��..,..•..I � 1iIIII-llli -n-, IntI�IIII l II�III jlilI lllI ilii I nil I ilii i IIII I IIII I Int I IIII !I l n l l l l l l l l l t i .. PERMIT SET 3 2Q 00LE618ILITII II 2 14 le IT � Ie 20 22 23 2a In110 II 2 x_ 2e 26 30 CDy rr�4 ........... Ic i I x I ' �+h a, 1 N �^ul i I tM oi i 197'-4' j t ''- 26'-10' 26'-8' 26'-8' 26'-8' 26'-10" 17'-3" 1'-3' ` � I II • I li I . I I EXISTING (E) 18' STORM DRAIN /- �/��\\ t8 UT -- �111_.25366t r--- �----� Vk --- ----,`-, `� --- --� I �i - Il?t _ I Salmon 1 52 t, !g V)r , ✓lr--------,� O (nr----I--•- �------ _ suite-!UO "• -- ----- �� -- -- ----------- --J L---------------------JJI - - ♦ g 1u O ti -- -- - - -----------iu ------------------- -1v L--_ _---_-_ _----J JJ I ---- "---------------- --- ---- - rE DET�AICIOIR/S2.o OG R 21205 ` S �1 Fcrtland. 0 C. J. _ =s= - VA E F 0 N Tel 5J3 22111 'r -- - Pal 503 221 2077 N I I \C J. , -------- -'- _ _ L ------J L-- -- -J NL ---- --- - 71 I281 I TD Ft¢ 1 I TD.Ft¢ .�oi . , `n I TOFt¢ TD Ft¢ Ft¢ �•Ft¢ ----_ _ -_ i T.O.F. I / J -------- C z c CMU WALL ----- �2.t --- 5 - - - 1 _ Z ' --- ------ I --• ---- SEE LEGEND = _c - ,. Y I C) I r- � r----- --- --r (i r-- ---------I C, r----------� Oj r----- ---- t 1 -HSSI-EE- ------------ 5 3 CL I , I 4\ I - , 2 16 52.1. / / - z 52 1 I I W W 3.5 T.O.F. E n I --- L -------- __ ..J _ZULL _J ---------- 41 ------J L --'------I C s ~ C 258 1 - I PROVIDE (2)- /5 EPDXY SET - ---- -- 1.5 % �1 5 TD.Ft¢ ' - 52� I DOWELS INTO EXISTING FT, I T( ' I� EMBED 8' MIN. EXTEND t¢ J'�' 1 �•�¢ TO-Ftq. TO.Ft¢ TO• iv 18' MIN. t � TO Ft¢ 263 1 .... .5 I S2., -- - a (n'P_) cv I 4' CONCRETE SLAB N cRCfCE 31 �t5 EPDXY SET- I _ OVER 6" DRAINAGECOURSE •---•..----. �JwE15 !.'� EXISTING STC, , , EMBED 8' MIN. EX ENC 18" I 1 10 (COMPACTED CRUSHED ROCK) --- -- - MIN I /, 52.1 5 - I TYP. , �, =M„ *AL- ------ 02 r----- --- --------- O SEE -EG<N-- Ir 1\ '/ \ I I I 2 I 1 rn Jul/ I t. -"_ --. ---- ------- 1 �______� 52.1 L i_ I 1' I -------- - _72 1 I y ---- Ami, ___ 24 as��SCL��e /JJ/ S 1 u,,! f a -7r TO Ft¢ TO.Ft 1 I TO.Ft¢ ' I 52.t �J -- � % TU.F+ - - - 1 ' ¢ I _/ 8 ' 1'-10' ,23-0 t _t0• TO.Ft¢ TD.Ft¢ z T'O.Ftg. { 32 1 I WALL , 1 WA - Cc lu ' S2. LL 2 WALL�-� - r-------- ------- ----------� T MART50N 12 8" X t'-0' SCUPPER C.B ��. /_ 2OZ 3.5 Z V z ----- , r---- ----� O I (8 `D .O.Ftg. \32� THROUGH WALE ,�" 1.7 7 _ ,, , - - 3, ------ - I ---------- i -------- ------ J. F- ------ --- --- ------C. J. C..J.---- -------- -,---------- --- --------- ---------------- S21 `` - ------------------ ---- ------- ----- ------------ ----------- --- - ------ _- _ C J. _� � `1 j 7 i -� � \ - ___-----__- Jt'� v �`wAL- .J) - - _�- \LwaLL '1 •r-_ - V - _ S2 1 TO Ftg -- _ - `• I _ O \ -.INTE�;FOL L 00 TD.Ft¢ I ( ) T0.Ft -- TO.Ft¢ I `O p i i \� ?� 1 TO Ft¢ COLUMN g /R \ ,� I I- I FROM Cc V i. W ABOVE �I L ' i \IO , � 1 / I Ip I I I I 10 /4 4 ----------- ' N c`- -JC --- I I _ I -----`/ 521 r /1 f_ _r_+_-1 I r__� --_ _'1 1 --_ -'-___- ------------ - - t I I I I I lc; _ /`. I I I � , , , � r I ____ Q --------- - ----- Q a Q -- ---- I Cc El S2.1 L - ------J� L-- 'tf ----- ' I ' TYPa'_71,/ 1 I t ) i ¢ TO.Ftg. TO.Ft¢ I ; MY4 I � \ F¢ i TD.Ft I S2.,. *A 1 i T0.Ft¢ (TYP.) 3'-6 5/16" 3'-6 5 16" 1 ----0 r--- -- r---- ---� 0 r----- -----I O r--- -- --1 r ---(-----� O ---- -•-- ----------- 02`v' rn 1 , / 1 1 1 I I 1 V' 1 I LJ 1 , / 1 \1 I 1 I , , , , ` -- 1 1 ` Q. �--i i----' I �' TO.Ft¢ L---� r---� `�\� r- � L \`\ �--- ----- `---; r TO.Ft Z TDR¢ I , I TO ' i 1 I , 9 ¢ O TO.Ftq• I 1 I \ �, 1 TO.Ftg. 1 SAO. ' TO.Ftg. I 9 I 1 1 1 I S2. ' r --•J L '-_ ---J � �---- ---J L- -- ---J L---- ----' ---- I 1_ 1 TD.F 9. TRENCH DRAIN l i f 'w W f TO Ft¢ �TO.Ftq TO.F tp. I q 1 \V/L/1 I 6 V II \� ' 6 V,I 6 V/1 1 ` /1 (fig) (J,' r-- - `---- -------------- ,i J. -------+- --------II C. J. ------------------�J J, ----------------- _1J /C J. ` ----- -,----- ---LJ I --------------rli -----. _ _.J _ _ 1 S2.1 9 LL S2.1 1 � ' i I i I COLUMN AND FOOTING SCHEDULE 1 FOUNDATION PLAN COLUMN FOOTING REINFORCIN, NOTES II 2 99277S2.1 1/8 -1 -0' , / TYPE 'A' 9'-9' x 4'-9' x 24' 11 -#7 EACH WAY NOTES• O 2 TYPE 'A' 9'-0" x 9'-0' x 24' 9 -/-% EACH WAY I 0 TYPE 'A' 8'-n_x 8'-0' x 20" 10) -0b EACH WAY v „I�;o,,S •4,27.00 I FOUNDTInA, 1. CONTRACTOR TO VERIFY ALL FOOTING ELEVATIONS MATH THE FOLLOWING O TYPE 'B' 7'-6" x 7'-6" x 20" 9 -/6 EACH WAY CONST. SET: I A . 0164 LEGEND: CRITERIA - TOP OF FOOTING TO BE MINIMUM OF 6' BELOW FINISH GRADE 4.-0.00 OR FINISH. FLOOR. BOTTOM OF FOOTING TO BE MINIMUM OF 18' BELOW g °ERMIT SE 7: 3.29.00 KNISH GRADE C� TYPE 'B' 7'-0' x 7'-0" x 20 !i) -f5 EACH WAY -X'-x" (!'>) -r7 LONG. -- _ 1.) 0. t9.- INDICATES ELEVATION OF TOP OF FOOTING 2. ALL FOOTINGS TO BEAR ON 12" OF COMPACTED CRUSHED ROCK PER © TYPE B 10'-6" x 6'-0' 1. 24 (10) -7S TRANSV. SEE DETAIL 4/S2 1 CEOTECHIMCAL REPORT 8Y GEO-ENFINEERS, INC - - I CHECK: 2.) - INDICATES CONCRETE WALL SEE SCHEDULE THIS SHEET TYPE B. 6'-6' x 6'-b" x20' 7 EACH WAY I FOR REINFORCING AND THIC':Nf55. 3. SLAB ELEVATIONS SHOWN ARE TO TOP OF STRUCTURAL SLAB. SEE / ) -� I )PA*N N BY. - 1 ARCHITECTURAL DRAWINGS FOR ANY ADL'IIONAL TOPPING SLABS A1�1 J 3.) �- INDICATES 8" MASONRY WALL TYPICAL REINFORCING CURBS. WALL 4'-8' x 18" x C1T. _ ♦) - /S CONT. TO BE /.5 VERTICAL BARS AT 48' O.C. AND (2) /4 ; O WALL - 1'-6' x 10' x CONT (2) - /4 CONT -- -- - PPOJECT,: 99�•2l HORIZONTAL BARS AT 48' O.C. SOLID GROUT WALL.. WALL REINFORCING SCHEDULE , (12) - e11 FULL LENGTH BOT - 4.) O - INDICATES COLUMN AND FOOTING TYPE. SEE SCHEDULE THIS SHEET TYPE THICKNESS v REINFORCING WALL 62'-0' x 11'-0" x 36' (12) - /11 x 16'-0' EACH END BO 4 ' TRANSV. /5 AT 12' O.C. BOT. VLMK PLOT DATES ! 5.) - INDICATES WALL TYPE. SEE SCHEDULE THIS SHEET. 1 10' AT 16' EACH WAY, r-Aa; FACE /5 AT 18' EACH WAY TCIP 1/17/2000 15.8.41 ITEM - - 1;'25/2000 10:4 55 SEM siso � 1, 28/ 000 1 S:54.29 PEM 6.) S------S - INDICATES FOOTING STEP. SEE DETAIL 14/52.1 FOR 2 10' AT 16' EACH WAY, EE� FACE 11 TYPE 'C' 6'-6' x b-6' x ,?0" (7) - �5 EACH WAY _ __ � 2 TYPICAL CONdTIONS 11NlL,S OTH�RWW'SE INDICATED 3 8' AT 15' EACH WAY AT CENTER WALL 4'-0"x12'xCONT. (3) - �5 CONT. I SEE DF:AIL 20/52.1 2%16 2000 10:10555 KAN 2/14/2000 18:57 21 PEM DESIGN SOIL PRESSURE: 3,000 PSF 3, 27/2000 17:27.48 PEM eIQ�; 03 SEE 3/27/2000 16 58.10 ARM UNLESS OTHERWISE NOTED (U.O.N ) ALL WALLS ARE TYPE V SEE SOILS INVESTIGATION BY. GEO ENGINEERS. INC 3/213//2000 14.4.50 PEM SEE 15/S2 I FOR TYPICAL COLUMN TYPES INDICATI=D- 4/70/2000 132(1100 110.34 MTW 992 77S1 0 e.9 4/277/2000 17 42 35 JET 12125 SW f9th Aw BUP 2000-00117 Of 30 C 17�CfII�![L11 7 ' --'_•' OsO.I U a g 7 .., ... I1011 lil tlllil' In IIIlll ll'Ift' 'I_ ''4'Itl 1 t I�I•.ili ,I i, ;,. ,..,_ .If�'M!`.".111• J,r...r.v Jt ry'k_ ..as '. ...w..+s..... , M `...w'• --- ..-..._._STIP i ! 4 0 II II I 3 II I'7 I 8 (1i 20 21 22 23 24 25 26 27 2.8 29 30 .r C D s, 1 i-, { ..S - `-� 7 rl, 11 5. t `J u. y 3/4' /1/16 MAX SLOPE TOP AND BOTTOM - 2 U" \ NOTE IF WOOD FORM IS USED AOR NOTE. �-� /-TYPICAL HOR1Z. f KEY, KEEP WOOD WET BEFORE V O T. ON FDN PLAN REINF #5 AT 15" 0 C PILASTER N CONCRETE POUR TO PREVENT CONCRETE COLUMN VERT. REINF. TO BE � DOWELS i0 MATCH /5 AT 15' O.C. AT % SWELLING SEE SCHEDULE AND 1M• - SEE DETAIL 2'-0" I VERT. REINFORCING CENTERLINE OF WALL -DOWEL 70 MATCH � r---•�- (2) -/9 FULL LENGTH �' �4 1/8" RADIJS TOOLED EDGE DETAIL 15 LAP 40 DIAMETERS SIZE AND SPACING / 9 KEY LOCATE KEY AT MID ��" OF VERT REINF.4" ' �---� (2) -/9 . 12'-0' 2A•M /SLAB DEPTH 14 DOWEL. 6' AT 32' O.C. � / • • • • o di' EXTEND REINF ��/ \' \' momI4 r °d o °.° 0 36' MIN INTO S 2 1 \\/�\ (� \//� � \ C °pO v FOOTING EA ENG ///� • //\\ \\ \ s JID ALL CONSTRUCTION JOINTS TO BE COLD CONTROL JOIN'.: C p o c{o odd $� ��:0 ay ° „°' �o °i • FDN DRAIN 6 at - °• '• ° °.� ° °. °.� o°c SEE DETAIL � � 1.21 - M7 2 1 SEE PLANS AND SPECIFICATIONS FOR TYPE AND �' SEE �1 o n dv'o °, o \ \� LOCATION OF JOINT • PLAN V o C � 6° o. " l 4 52 1 ' 4' DIA. PERFORATED PIPE SURROUNDED BY FREE ' ` SEE SCHEDULE o °. \�i DRAINING CRUSHED ROCK AND WRAPPED WITH FILLER ' FOR FOOTING FILTER FABRIC - CONN TO STORM DRAIN - SEE CIVIL r ° •. • . SIZE AND �o • • \\/\�� SEE PLAN FOR LOCATION AT PERIMETER FOOTING • - A COLD KEYED CONTROL JOINT REINFORCING o� - /\/\ UNCOMPACT S `,Fdn-080 dog J = - ° w /�/ ' OJ G. y x,P a 12' COMPACTED CRUSHED ROCK BELOW FOOTING TYPICAL-4 d °O `\/ 9 ° ' I / MATERIAL PRIOR �b p d c 0° ° 00 0 �o �° TO PLACING fir$ o°,C pc ,�d0 8 $ oaC� cow oo ,q°c 8 v $ o°,C°0 'Cp• ° d eddr--1 COMPACTED CRUSHEL, RU! h a°°'0•CC 3 d,Plo. p d p d .°QC ¢oma• C I ' STRAP BEAM DD o tl 0 0 W°,°p d ° BELOW FOOTING TYPICAL nr( o° e::t p dd pC. o ay o C 0 O pp. 1 r c °o°.° or° 49 ooh 0 0�°r J 0 2' COMPACTED CRUSHED ROCK '/8' RA;,US TOOLED EDGE 3/4" x 1 -O" SMOOTH GREASED r `P• •O� a °•ie� �• �°� a °•'a °•i0� 6• �!• a �•�BELGw FOOTING TYPICAL /\�\/.\/,\/.\/.� /.� /, • /,'� /� i� v DOWEL AT 2•-0' ON CENTER it CENTER IN SLAB rw 2 TYPICAL INTERIOR COLUMN. FTG. DETAIL 3 TYPICAL EXTERIOR WALL FOOTING 4 SECTION AT PROPERTY LINE FTG. • C S21-,.dwg 1/2' = 1 -0 S21-2.dwg 3/4'- 1 -0 - 4 �. S21-3 dog 3/4 _ l'-O- STRAP BEAM »zl .► S�lm�n COWERED JOINT INSTRUCTIONS �2 S21-4.dwg 1 1/2' = 1'-0" Suite 100 � • • PortJend, OR 97205 Tel 503 221.1121 4" Fax 503 2<'1 20 ,.I GRIND ENCS OF SHEARED COWEL TO REMOVE DEFORMITIES. • ♦ ,114 DOWEL 6f AT 32" O C 2 1 CAREFULLY REALIGN BARS AFTER TROWELING SLAB SLAB ON GRADE NOTE' TYPICAL REINFOR^LNG TO ROUT BARN PERPENDICULAR TO JOINT • PER PLAN NC' SHOWN FOR CLARITY HORIZONTALLY AND VERTICALLY 3 ; GREASE ONE ENO OF BAR , - -- SEE PLAN v e --- a EXTEND HORZ. s FACING WALL 4 ; ALL CONSTRUCTION JgNTS TO BE COLD CONTROL J01;�TS WALL REINF. INTO • NCC SHOWN '• C = I SEE PLANS ANG SPECIF'CATIONS FOR TYPE ANC BOUNDARY ZONE lei ��`. LOCATION OF JOINT. • • AND HOOK ' _ pOa °o ` \� �� T C^ Z o.��oer A y a d , c y Y SEE PLAN - TIES AT 6' O.0 `----- _ - CONCRETE WALL c BASEMENT WAIL AND PER PLAN C COLD DOWELED CONTROL JOINT — REINFORCING PER PLAN S `,,Fdn-08b.dwg 1 1/2 = 1'-C' 8-/7 AT 9- ' • • - EACH FACE s,, v EACH END 52,1 1 Sim ° •` � $ r 10'-0" Y Y _ /3 PES a7 DOWELS TO 52 I 1 1/2" I5 . 5,-0'L BARS AT ,5' O C. . '•' 12; #5 ■ 61—ABOVE �_ AFTER R00 PLACE IMMEDIATELY • • • 12' COLUMN,' PILASTER BARS HOOKED INTO COLUMN. > AFTER SAW CUT ;SAME DAY) ( • • / 6' O.C. MATCH VERT. CLEAR SAWN JOINT 1 5 SLAB DEPTH , / LAP 40d TO MATCH VERT WALL REINFORCING PER PLAN MAY U5E RICHMOND ANCHORS SAWING TO OCCUR a5 EARLY HOLD TO OUTSIDE FACE OF WALL AS REOUIRED AS POSSIBLE WITHOUT SFALUNG � AS SHOWN ', Z CONCRETE DO NOT WAIT UNTIL THE • • • `:OMPACTEG BACK FILL FOLLOWING DAY •►'� JUNT • �' • 8-/11X16'-0' ,#5 AT 12' O.0 J � FOOTING PER PLAN v 8-f11 FULL LEGTH j 0 A°• , 11 •moi • • (8) - /7 AT 9' EACH j d SEE SCHEDULE FOR SEE PLAY w _ WIALL EACH END OF . \ 8 ELE V. SH EAR WALL N 0. 2 FOOTING ° 1 ` A FOOTING SIZE AND STOP REINFORCING G'-3' • REINFORCING - - 2 521-8.dwg 1/8 1 -0 �_- CLEAR OF JC>1NT a' DIA PERFORATED PIPE SURROUNDED BY FREE ° DRAINING CRUSHED ROCK AND WRAPPED WITH FILTER , FILTER FABRIC - CONN. TO STORM DRAIN - SEE CIVIL SEE PLAN FOR LOCATION AT PERIMETER FOOTING = WET SAWN CONTROL JOINT 6 SHEAR WALL BOUNDARY 7 _ Fd�-°�` d�� ' 'j2' _ - D SHEAR WALL INTERSECTION 9 EXTERIOR WALL FOOTING 10 LARGE STEP DETAILcc 521-6.dwg CMU- WALL REINF PER ', 1 2. 2 521-7Awg i' = t'-O' PLAN - S21-9.dwg t' a t'-C" 2 S21-12 dog 2' _ -C W TYPICAL WALL BOND BEAM '1� d• o °o °. CONCRETE SLAB PER PLAN- CONCRETE SLAB PER PLAN v HEIGHT VARIES 2 a C � 1W' • SEE PLAN V « a s AT 15' X15 DOWEL AT oo °b•o °' ju °o �+ c o W EACH WAY _ SAME SPACING A a F , u AS VERT. WALL. O Q _ r . REINFORCING COMPACTED BACKFILL EACH SIDE �CulvpAnON RAIN -� ; ., o ° OF WALL (USE CRUSHED ROCK INSIDE) V SEE DETAIL; 3'� , `0000 ° -SEE SCHEDULE Q. FOR FOOTING �' /5 DOWEL TO MATCH VERTICAL • • / //\/� CC �I4 AT t2" O C SIZE AND REINFORONG - WALL REINF. SPACING EACH WAY 6" 1•_0 r1 SEE PLAN ALTERNATE BEND , �— v SEE PLAN 1 T� a ~ _ - SEE SCHEDULE FOR FOOTING ' cc cc - - \j/\ SIZE AND REINFORCING \\\� MATCH FOOTING 1 - =30o • - • • •' \/\� 3' CLR. /\� REINFORCING `— cc CL y °° d °° ° d o°° _°° r^ 6" 6• aG, ° �a C. ° tP'e�C dO SPC n 7� '� �j t'-6' MIN' V SEE-AR,:H FOR t ° e��s° �o �,° �c �o o FOOTING SIZE AND REIkFOR^.LNG WATER PRGOfIN; a p d" 1 CMU WALL FOOTING AT FOUNDATION PLAN �� #4 AT 121--i 2. S21-13.dwg 1" 1'-ll" , 14 TYPICAL STEPPED FOOTING _ SUMP - VERIFY / l 2 SHEAR WALL FOOTING �_-- — == SIZE W/ ELEVATOR 2• STEP ' - ' -0" COLUMN - SEE MANUF 2 S21-12.dwg 3-r4777-170" NEW COLUMN PER PLAN ELEVATOR PIT SEC110N S21-ELE dwg 3/4°�t'p FOOTING - SEE SCMEDJLE L, r-(3)- a16 DOWELS. EPDXY 8' MIN INTO EXIST FTG EXISTING FoonluG EXTEND 18' DOWELS TO MATCH VERT. \ REINFORONG. DRILL AND EPDXY 12' MIN. INTO FOUNDATION RI EXISTING FOOTING. LAP DRAIN - SEE 3 --8' CONCRETE WALL t5 • 40d WITH COL. REINF. 1 SEE SCHEDULE ,","I� I -._. I 621 , , , _ o. a , o,o 0 . I EXISTING FOOTING, EXISTING FOOTING ►0 < •I , �5 EPDXY SET INTO 2'-0" A EXISTING FOOTING AT h• 1 1 , , 4 — ,r , — - F 24' O.C. EMBED 4". 1 L GRID — --- -a-- ---•--- �.. .� —I �- -- - - — - EXTEND 17' �, —� L1J J3 TIES I a SEE ARCH. --_.--- ..._( Q I —� TOP AND 807, ' GRID `---------------- `( �' 2'-0' B MIN 12' ,OMPACTED 4' - CRUSHED �'OC� BELOW _ 18 NEW FTG. AT EXIST. -- T1 ------ --- ------------ -- AT EXISTINC FOOTING - T �'� S21-18 dwg -/3 TIES .. _S..- .�. — �� ..t.. �. �..L=.r. �.. — _1 S I 1 L. OP AND BOT. � • � --- _ I �- J • • O - - - - - - _ - -- - - - - - -—• CORNER SPANDREL/ WALL 16 NEW COL. AT EXIST. FTG. 17 WALL FTG. AT EXIST. FTG. • 0 ' 2• S21-16.dwg 1 1 770 'Z S21-17.dwg t = 1 -0 TYPICAL SPANDREL W,NLL ,�-e-�----- 2-t• �• o c°' °°�, °� . Typ � ES �-L=E 6' TOP TOWER CRANE---+� I SHEET 71 TLE AND BOT. i FILL AT 12" � '' " - , , g -(4) - 117 -- - , -- -- - i ; I SEE S2.1 1 1/2" FOR ADDITIONAL o i3 TIES • • I CLEAR oc o`ti INFORMATION I , --SHEAR WALL - SEE PLAN �- _ P(Aylt 4.2 7.00 ' ' , FVERIFY INSTALLATIONOUNDATION ANCHORS. , �— CONST. SET. 4,1G.00 _ 0O ' • - • -• • 4 EOU RFMENTS WITH (• (6 x 16'-0' AT 18' O.C.E.W. 11 R o CRANE MPGR. � � ! // AT 18' O.C.E W. ' , �� T SET: 3.29.00 o - ti �E LOWER �— � R LUWE . CORNER • � _ a I-..1- 111 , � b I I I I i— 1�1 )PA*N B". PEM 15 C I IIIIIII� f 1= J 11 1 X11 r ' PROJECT• 99;-21 OLUMN TYPES 2. S21-5dwq t . 1 -0 -, GO Q /8 AT 16' O.C.E.w. CO .�o o , /8 X 16'-0' AT 16" O.C.E.W. POUR AGAINST UNDISTURBED MATERIAL Q 2'-0' 1•-0' V-0' IDR COMPACT BACKFILL PRIOR TO CRANE - i_MK PLO DATES:15-16.31 PEM s2wl 20 DETAIL 1/28/2 15 5351 PEM 2/14/2000 19-419 PEM 10 TOWER CRANE FOOTING S21-20A dwg 1 1�"0 3/24/2000 16 23.9 PEM CRANE; dwg 1 ♦ t -0 3/30%2000 12000 d 27r35 ARM 2 4/7/'2000 14-32.43 ARM 99277S21 dwq 4/27/2000 16 2557 ARM 12125 SW ffM Ave eup 2000.00112 It o1 10 LEQIlILITY STRIP s e e Io II 12 la I. �•�ap 2 3 4 D 17 18 I• 20 aI 22 23 24 26 28 a7 28 29 3CD0 v F If A - I I ,... .. r..... ..i. , .. .. , I ' , I 19?4' 10" 17'-3" 26'-10" 26'-8' 26'-8" 26'-8' 26'-8' 21110" 17'-3' 13 J 1 Y n 6'-B" CONSTRUCTION- rb JOINT I o 1121 S M Salmon Pthru-132k 31E Sk 211.2k 184.8ko Suite 100 3 6k 3 6k 3 k X(16 � 422 4k I -- odd- - -� r= a Portland, OR 97205 Tel. 503 221.1121 Far 5032212077 CA _ - - -- - 0 - 1 1/4 M M M M 3 1/2 M 5 /4 1 1/2 ,. 51 43 1 M TYP M Q "N `041 N 1 , - C < 4 4 \ dLj0 Y ... 6 N N N N a N W z Q 1/2' 5 4 11 1 1/2" 5 V4 3 1/2" 1 1 1/4 c+<,<+_z 11 A a Q 1 r 2.: w CB z' ' n 1 _ w M M M Z ,1 In n Ln U ;Z f., ao� o i 3 1/2 5 /4 1 1/2 oS I 3 1/ Q Q v Q S 6'_ " o �� 13 k z .1 N N C14TYPICAL a j \ \ L \ d w LN M CONSULTANTS a I \ Q 1 M i 1/2 I" 2 1/2 5 /4 1" 5 /4 1" 1 1/2 5 /4 1" 5 /4 1" 5 /4 1" 5 /4 1" 5 /1, 2 3/4 1 7 \ \ Q Q Q vfn Q Q Q e Q r Q a ct `0 2 IU, M TYPICAL N Z 1 N fV N ao M \ d \ G N \ Q \ GI Uj PLT.VS AB "� Q ATED \ Q U M M M 1 N N N 1 i CN N N N \ ry V D M M10 _ Z_ Q M -- - ---- -- --------- 04 - - --' -- ---------- ---- - - ------�-- /,�r NN N In N a __ _ __ __ __ ____ _ _____ _ _ ______ _ __ - ___ __ ______ ` v. H U_ \ a w C. T J. M Y M \ / \ I O � �L pi X C YC14 �N CN i \ v �' SLAB ON Z U co M Q Q Q Q Q GRADE O M M M N cc C --'cc 1 Q 1 cc in 55.2 M M M M M ' I() 1(1 In 1 1'n N 7yU V 11 /2 2 1/2 5 /4 1' S /4 1" 5 /4 1' 5 3/4 1' 5 52.1 TYP. PROJECT 1d a VE N N i0 Q N i 1 1 J M � Q. "41L J0 NLJ LJ LJU U M 1 W N 4 1 \4" 1 ------- ---T� cr N N cV 4 3/4" 3 4 14' / • N a N Q N a 5 PROFILE VARIES CG yryQ d Q C . C J. c- _ Flu I Ary I 4. CONSTRUCTION 396k 3 6k 3 k JOINT rr� 6'-B" v, cc SHEET TITLE N(,_ -S: LEGEND L_ p I trey sioNs: 4.2700 FIRST TIER - POST TENSION SLAB PLAN 1 ) POST-TrNSIONING MATERIAL SUPPLIER SHALL CALCULATE SHORT AND ~- INDICATES DEAD END OF TENDON. SEE DETAIL 4/55.1 CONST. SET:_4.10.00 t 3 9927753.1 1/8- - 1'77 LONG TERM LOSSES. SUPPLIER SHALL DETERMINE STRESSING REQUIREMENTS E.-.-. INDICATcS C*RESSING END OF TENDON. SEE DETAIL 3/S5.1 - AND COORDINATE NTH GcNERAL CONTRACTOR. L ERMI I SE T: 3.29.00 2.) TENDONS TO BE 1/2' DIA. HIGH STRENGTH, LOW RELAXATION GRADE 270. "X"_ INDICATES TENDON PROFILE HEIGHTS, THE HEIGHT IS THE DISTANCE USE 7 HARE STRAND CONFORMING TO ASTM A416. Z� FROM BOTTOM OF SLAB TO CENTER OF TENDONS. SEE DETAIL 1/S5.1 CHECK. TN 3.) WHERE TENDON PROFILES CONFLICT NEAR COLUMNS, HOLD BANDED TENDONS LDRAWN BY.' PEM TO INDICATED PROFILE AND LOWER TRANSVERSE TENDONS THE MINIMUM PRACTICAL AMOUIIT AS NECESSARY TO RESOLVE CONFLICT. IN 6' OPPING SLA SEE S4 4.) MAXIMUM SPLAY FOR TENDONS PASSING AROUND OBSTRUCTIONS SHALL BE i IN 10. EET F �DIONL IF MA ON. 1 PROJECT: 99121 5.) TENDON LOW POINTS SHALL OCCUR AT MID-BAY UNLESS OTHERWISE NOTED. 6.) CONCRETE SLAB TO BE Pc - 5.000 p.s.i. 7.) TOTAL WIDTH OF BANLED TENDON PLACEMENT SHALL NOT EXCEED WIDTH OF COLUMN S3, 1 SHEAR REINFORCEMENT. VLMK PLOT DATES: A.) DESIGN BASED ON A FII IAL RELAXED TENDON FORCE 26.4k. 1/14/2000 13:29.14 PEM 1/20/2000 10:32.20 PEM 3/28/2000 14:0.7 ARM 1/26/2000 13 25.12 PEM 2/14//2000 18:51.27 PEM 4%7/2000 12000 336.32 RM:28.15 ARM m (AS aFCrl'ECTS 777 12125 SW eNh Ave. 99277S3 t dwg 4/2 /2000 15:25.26 JET OUP 2000.00112 20 of 30 i i LEoiBILIt� STRIP CI^o i''il.11liU III till jlillllil Ilulllll llll�llll IIIIIIItI Illt�llllllull1111 IUIIIIII IIIIIIIII IIII�1 Ii�I111IIIIIIIIillll~ I�Ilii�i��in;It�. ill�r , 111 ," Ijtltt tlllltin Illljtlll In ,:I ,,I,I tj,itt iiltlliu ttt�ii,l tltlll aj 1 •1 1 �t 1 l _I- .........+wwlll.r I_ I _I_ -+_ --� .■.I cw • 7 • • l0 1 1 1! 1� 14 I• 17 I• t 0 2�0 21 �I! �.ra J`4 i7 >R N 30 C D '11,11 Iqj 1 'I f MND OL 1 2 3 4 5 6 1 8 9 194' 10" _ 17'-3" 26'-10" 26'-8" 26'-8" 26'-8" � � ..6-B 26'-10" ',7'-3" 1 n 1121 SW Salmon fD Suite 100 Portland, OR 97205 G-8 Tel. 503.221.1121 CONSTRUCTION Fax. 50322/.2077 JOINT 184.8k _ 211_.2k '� Pthru=132k 31 8k 211.2k 184.8k 3 6k 3 6k Padd-52.8k - 3 tik n 422.4k (� o \ _ - ... _ N .- 4 N p 4. !. 1 1/4 M M M M M M M C N pp r 3 1/2 5 /4 1 1/2 5 4 3 1 ON it Y z 4,M a ��s W O Q Q Q N Y O v Z ' O N N N N N N C vj z 11 1 1/2" s /a 3 1/2' 1 1/4 3 z ti w \� M �A d F I -40 Ln 5 \ \ o 1 S5• 3 1/2 5 /4 1 1/20 5 4 31/ / Q � I L'' N NT PIC o 132k � ° CONSUL�A^ `5 � I C \ a G 4 4 4 4 d v ^ _ 1714 C14 TYPICAL TENDONS TO MATCH n ADDED TENDON PROFILE WHERE OCCURS, TYPICAL ^ 1/2 2 1/2 5 /4 1" 5 /4 1" 1 1/2 5 /4 1" 5 /4 1" 5 /4 1" 5 /4 1" 5 M /4 2 3/4 3 1 M M Q M\1 Q Q \ Q Q Q a a Q C _ \ M M \ \ N ! U) N ! � v 1 Lu M TYPICAL V N 1° MI Q Q G \ d 4 - d114 \ \ WLu M M M N N N 1 M M V Cc CC c) \ N N Q CD)�,o,' M M p\j ") Q M a - M a M \ \ 4 0 CE i1 N 1A \ a 'n in ca 1-1\ ^ Y Y M O ��_.rrr �A � M 'X V ,/rte Q re) T N N N N ` nD M I Q M \ Q \ Q 2 Q /' \ '� Q a M M N N 0 ' N M Q� 1 r R 1 CEM M qt M M M r-I r� r , in N u'1 y7 L J L J L J o N N /2 2 1/2 5 /4 1" 5 /4 1" 5 /4 1" 5 3/4 1" 5 3/4 3 1/ 1 1' S 4 1" PROJECT NAVE 1 / 5 /4 2 3/4" 3 1/ Q Q Q Q Q Q Q Q Q I i N N I \ a to N Y CL I v 5 co55.1, �i 1 1 v d a a o a a F M M M M rl rl m M M M Q� N in L J L J L J N N � N 4 1 4" i 1 iry ^ N N N \ N ! ! n 2 1/2 4" 4 3/4"160 3 4 1 cc N 4»51 N Q N Q N N Q N v M I N Lu I PROFILE VARIES Podd=26.4k O N I I N LG `�� a \ a a I �-- - 184.8k t, , cc 1.u. 184.8k CONSTRUCTION W T3S k 73S k 3 k JOINT 'w 1' 6'-8" 0) sHEE r TI TL E NOTES: LEGEND 11'-8" L�!VOY 4.27.00 1 SECOND TIER - POST TENSION SLAB PLAN 1.) POST-TENSIONING MATERIAL. SUPPLIER SHALL_ CALCULATE SHORT AND �- INDICATES DEAD END OF TENDON. SEE DETAIL 4/S5.1 LLRE SET: 4. 7 0 99i'77S3.2 1 B : 1 -0 LONG TERM LOSSES. SUPPLIER SHALL DETERMINE STRESSING REQUIREMENTS E-� INDICATES STRESSING END OF TENDON. SEE DETAIL 3/S5.1 I PERMIT SCT: 3.29.00_ 3• AND COORDINATE WITH GENERAL CONTRACTOR. 2.) TENDONS TO BE 1/2" DIA. HIGH STRENGTH, LOW RELAXATION GRADE 270. "X" INDICATES TENDON PROFILE HEIGHTS. THE HEIGHT IS THE DISTANCE USE 7 WARE STRAND CONFORMING TO ASTM A416. Q FROM BOTTOM OF SLAB TO CENTER OF TENDONS. SEE DETAIL 1/S5.1 L.CHECKL`� IN 3.) WHERE TENDON PROFILES CONFLICT NEAR COLUMNS, HOLD BANDED TENDONS DRAWN BY.---- PEM f0 INDICATED PROFILE AND LOWER TRANSVERSE TEND(" THE MINIMUM �--- -- ---- PRACTICAL AMOUNT AS NECESSARY TO RESOLVE CONFLICT. ;;;;%;j ;; 4.) MAXIMUM SPLAY FOR TENDONS PASSING APOUND OBSTRUCTIONS SHALL BE ' IN 10. i;/-;%•�;%� MM��7��G FORL SEE S4 PROJECT- 99127 5.) TENDONLOW POINTS SHALL OCCUR AT MID.-BAY UNLESS OTHERWISE NOTED. 8.) CONCRETE SLAB TO BE f c - 5,000 p.9.1, 7.) TOTAL WIDTH OF BANDED TENDON PLACEMENT SHALL NOT EXCEED WIDTH OF COLUMN S3w2 SHEAR REINFORCEMENT. 8.) DESIGN BASED CN A FINAL RELAXED TEND04 FORCE = 26.4k. VL.MK PLOT DATES: 1/21/2000 9:26.31 PEM 1/26/2000 13:24.55 PEM 2/14/2000 18:52.7 PEM 3/30 2000 11:28.29 AR� JP LRS ARCHITFCIS 97 4/7 2000 13:37.8 ARM 99277S3.2.dwg 4/2 /2000 15:27.31 JET 12125 SW oW Ave. SUP 200000112 2101 30 1 '- *'^-^- _._.. _.._ ._ _. 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ZR o 41/2- 5 1 i 112" 5 /4 3 1/2" I N 0 1 r z mom ci /, 1 1 1/14 i , a~ i- N N 11 I V ♦ ♦ 1 Y 0 ` n n \ \ V J T`r= G n � _ „� > as LJ LJ 5 z 1 J5 3 1/2 5 /4 1/2 0 5� 4 3 112 o x A 0 h r 6'-8 o N \ cv TYPIC ° 1321, Q —TYPICAL TENDONS TO MATCH n ADDED TENDCW PROFILE WHERE OCCIIRS, TYPICAL --- - - t j 1 n cc 11/2 2 1/2 5 /a 1" 5 /a 1" 1 1/2 5 /a 1" 5 /a 1" 5 /4 1" 5 /a 1" S �ja 2 3/4 3 1 t, n n �o N 2 N u7 a n TYPICAL Uj LU '1' n Q n Q n Q N Q N Q N Q \ Q ~ �Y 1 ~ t n n N Cc rr�^ Q. \ Q � C'4. ,� r T h ,n I \ c ^ N Ielf a n'00Q M Q \ Q \ Q v Q /, \ IN V F Q \ Q v I n O % n N _ a N Qw N n n cc � Q n 1 n r-1 \ •' Y iA iA L J r l r, n M \ \ 41 L J /1 1" /2 2 1Q/2 - 5 Q 5 /4 t" 5 /4 1" 5 3/4 1" _ 5 3/•1 3 1/ i t" 5 /4 1" 5 /a 2 3/4" 3 t/ -JEC A D \ r ry Y O ~ I I 1 n n n r� r� Y1 in h L L J L J W %n - ---� N 4 1 ---------- --------. ,.r " , N 1 \ I k1 � - •�N Q \ N V i 2 1/2 --CID �4["— 4-73/4" 3 4 1 4• L N a N a Q \ Q I Q n L.l - Ll J N ; N f V n i N PROFILE VARIES 1 ;� cccc Padd26.4k N i ■ .� N N N � Q > Q � Q � Q � Q N L \ ry -- -- - – -- --- — -- ej 184. 184.8k 3 k j k CONSTRUCTION 3 k JOINT SHEET TITLE l NOTES: LEGEND „'-e" 1 THIRD TIER — POST TENSION SLAB PLAN �GREN Isa+s 4.17.00 r--r 1.) POST-TENSIONING MATERIAL SUPPLIER SHALL CALCULATE SHORT AND INDICATES DEAD END OF TENDON. SEE DETAIL 4/55.1 99277S3.2 1 8 = 1 —0 L CONST. SET. 4.10.00 3. LONG TERM LOSSES. SUPPLIER SHALL DETERMINE STRESSING REQUIREMENTS INDICATES STRESSING END OF TENDON. SEE DETAIL 3/S5.r I PERMIT SET. J.19.00 i AND COORDINATE WITH GENERAL CONTRACTOR, 2.) TENDONS TO BE 1/2" DIA. HIGH STRENGTH, LOW RELAXATION GRADE 270. X. INDICATES TENDON PROFI!.E HEIGHTS. THE HEIGHT IS THE DISTANCE USE 7 WIRE STRAND CONFORMING TO ASTM A418. Q FROM BOTTOM OF SLAB TG !•tNTEH OF TENDONS. SEE DETAIL 1/55.1 CHECK: TN TOWHERE TENDON PROFILES CONFLICT NEAR COLUMNS, HOLD BANDED TENDONS � DP,AINN Br• PEM TO INDICATED PROFILE AND LOWER TRANSVERSE TENDONS THE MINIMUM PRACTICAL AMOUNT AS NECESSARY TO RESOLVE CONFLICT. IND 6" OPPING SLlB SEF. 54 4.) MAXIMUM SPLAY FOR TENDONS PASSING AROUND OBSTRUrTIONS SHALL BE 1 IN 10. j;ij; j, ET F DI ON _ I A ON. 1 PROJECT.• 99121 5.) TENDON LOW POINTS SHALL OCCUR AT MID-BAY UNLESS OTHERWISE NOTED. 6.) CONCRETE SLAB TO BE fc - 5,000 p.s.l. 7.) TOTAL WIDTH OF BANDED TENDON PLACEMENT SHALL NOT EXCEED WIDTH OF COLUMN SHEAR REINFORCEMENT. VLMIc PLOT DATES: S3w3 8.) DESIGN BASED ON A FINAL RELAXED TENDON FORCE 26.4k. _ 1%26/2000 9:26.31 3:24 55 PEM 2, 14/2000 18:52.49 PEM 3/281d.C:- 14:0.50 ARM 4//37 0000 1000 337 J55 ARM ® (PS ARCHITEC'S 9' L 99277S3.3 dwq 4/27/2000 15:2939 ,IET 12126 SW 69th Ave. BUP 2600.00112 22 of so Cm II'I 'IIIII'IIIIIniI Iillli:ll IIIiIIIII IIIIIuII llllll111 !1111111 IIII�IIII IIII�IIII IIIIIIIII 111/1111 IlII�IiII IIII�IIII IIII�IIII I"'I 111111 III:�IIII IIIIIIIII IIII�IIII illl�llll(tlllllll 111/1111 tIII�IIII I � IIII IIII I "viii ul + LE6IBILiTr STRIP 0 I 4 � � � 6 � � � I f � � � � �j I � � dill Iow..;�. 10 I 1 12 I3 1 6 1d I IA 1 : 23 24 29 216 �7 2 �O ao w; p r. 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OR 97205 Tel 503.221 1121 � CONSTRUCTION 6'-B` 1B4.8k 211 2k Q 31 Bk JOINT 396.8k 3 k Far. 503,2212077 I 211.2k 184.Bk + 3 k 42 4k I I I � v 1 1/4 Q 1/2 n T574 1 1/2 n 5 4 < __- p 2 C 7 Y 1 _ V.I Q t - \ \ \ \ \ N N O C Q C: ^ 11 40 N N N N •.� N L) O 7 2 O 1/2' 51 a 1 1/2` �5 /4 3 1/Y C Y -�-- 5 t i%4 O A C ` W D a° q s5 / v :^Z' 1 y \ N n - ! < � �z� C) > y = O rfi vn -_ --- •- -e" a 1 1 3 1j2 5 ;a 1 1/2 5, 4 3 t o I 132k I Y 4 do N -TYPICAL TENDONS TO MATCH AUu70 TENDON PROFILE rj WHERL OCCURS, TYPICAL 1 1/2 2 1/2 5 /4 1' S /a 1` 1 1/2 5 /a 1" 5 a 1" ;a N / 5 1' 5 /4 1' S /a 2 3/4 3 1 ll cc C h \ .n vt - n .n h all 55.1Lu n TYPICAL C14 �4v M 4 \ i 4 4 N 4 \ W n n n N N n N CC OAC z \ N � 4 Q W Ln In C14 n cc CD i "- cc N n n ii cc ; d In Mn i „\j ; ;"\t � i� < ♦ - fir. n \t \ I ?; 1/2' 3" 5 /2 g /4 1" 5 /4 _ 1/2` 3 1/ N \ N N N N Y Q. co 1 12 co rn N 4 i 4� � N N N R . n 4 \ Q \ 4 \ 4 N 4 Q rn W i� cc / 2 '112 4" 4 3/4` 3 n r7 cp l � � 4 1 4 N N I PROFILE VARI , N N N G Q yti \ Q \ 4 " ` 4 di cc 184.8k 184.ek 0 LL t, SHEET TITLE I 11'-8` NOTES: LEGEND 1 FOURTH TIER — POST TENSION SLAB PLAN 4.2 .00 J' 9927753.3 178- - 1 11-0 1.) POST-TENSIONING MATERIAL SUPPLIER SHALL CALCULATE SHORT AND INDICATES DEAD END OF TENDON SEE DETAIL 4/S51 ECONST. SET.' 4.10.00 LONG TERM LUSSES. SUPPLIER SHALL DETERMINE STRESSING REQUIREMENTS INDICATES STRESSING END OF TENDON. SEE DETAIL 3/55.1 - AND C'10RDINATE MATH GENERAL CONTRACTOR. PERMIT SET, 3.29.00 2.) USE TO BE 1/2" DIA. HIGH STRENGTH. LOW RELAXATION GRADE 270. X. INDICATES TENDON PROFILE HEIGHTS, THE HEIGHT IS THE DISTANCE :,E " MARE STRAND CONFORMING TO AS 1M A416. 0 FROM BOTTOM OF SLAB TO CENTER OF TENDONS. SEE DETAIL I/SS t � CHECK: ?N 3.) N1•IERE TENDON PROFILES CONFLICT NEAR COLUMNS, HOLD BANDED TENDONS DRAWN BY.' PEM w TO INDICATED PROFILE AND LOWER TRANSVERSE TENDONS THE MINIMUM +' PRACTICAL AMOUNT AS NECESSARY TO RESOLVE CONFLICT. :%�% ; _ '/';•; IND PING SLAB SEE S4 4.) MAXIMUM SPLAY AOR TENDONS PASSING AROUND OBSTRUCTIONS SHALL BE 1 IN 10. /,;-' ET F A DI ON I A ON. 1 � PROJECT- 99121 F 5.) TENDON LOW POINTS SHALL OCCUR AT MID-BAY UNLESS ORIERWISE NOTED. t 6.) CONCRETE SLAB TO BE trc - 5,000 p.s.l. 7.) TOTAL 1NDTH OF BANDED TENDON PLACEMENT SHALL NOT EXCEED 04DTH OF COLUMN SHEAR REINFORCEMENT. V`LMK8.) DESIGN BASED ON A FINAL RELAYED TENDON FORCE 26 4k. 1/20 PLOT DATES: 1/20/2000 10'31.51 PEM S3A 1/26/2000 13:24.36 PEM 2/14/2000 18:53.59 PEM 3/28/2000 14:1.5 ARM 3/28/2000 15:3.22 ARM 3/30 2000 11:29.4 ARM MID LRS ARCHITECTS 9� 4/7 22000 13:38.0 ARM 99277S3.4.dwq 4/27/2000 15:31.56 JET 12125 SW 99tH Ave. 1 SUP 21X10-00112 2�of 30 / ....«...r..a...,.�..,, I Iw cm iIIIIIIIiIIIlll�lltl II11�1111 (IIIII111 IIIIIIIII IIIIIIIII illllllil ilrllllll III VIII IIII�IIII IIII�IIII IIII�IIII IIII�I111 Illl�tlll IIII�II IHI111 IIIIIIIII II�IIII I111�1111 IIIIIIIIIIIII1�1111 IIII�IIII 111/1111 IIl:inn�ll;;i ;lllu ilim�llll�llllllul�n uujlilliiiu�lnll LEGIBILITY STRIP o i 1 i IQI I I� I� 14 le I Ie to �0 0l z� 03 0'4 $YIa ze 27 d zo ao 10-0.1 cs CD .......... -,-n,.1--.._.. .me.._..,....,:.,-___.............:. ......... .�.,.,-u. .d._,...c..�L..,..4.,....wi:Y�,r_r ss_.,, ..._:�fa.....-.�ra:i6:.._.-_ .. .._.. - _ _ __ - ._.._..._.-..•.-..._...__.....__..-_......_--_--._.-.�_.d,�..-.-._. -- — __ '_ _ -_-i...-........-.. T. -y c ;I. 4 5 6 g 8 � 1 Y "v 6' 194' 10" waNM 17'-3" 26'-10" 26'-8" 26'-8" 26'-8" 26'-8" 26'-10" 17'-3" NUJ I CONSTRUCTION 13 JOINT ^ T 4 _ 55.1TYP, 6'-8" - --- S5.' 13 X5.2 win 0 (6)p5 T&B x 10'-0" (6)p5 T&B. x 10'-0" (6)p5 T&B x 10'-0" S5.2(6)p5T x 10'-0" (6)p5 T&B. x 10'-0" (5 p5 T&B x 8'-6"(4)p5T. •I ,I 7 1121 ., �' �'► b 73� 4. 198 Suite S100 Salmon 15 _j I Y 7 tq 5 Portland, OR 97205 AT i T. 551 TYP 1 v L Tex 503221.1121 DO NOT REMOVE SLAB x 10'-0 Fel. 503221.2077 vi SHORING UNTIL SPANDREL 16 ,-(12) p5 AT 4' O.C. AT BOTTOM (6) - p5 AT 8" O.C. AT TOP 10 SUPPORT IS IN PLACE, S 14 i 0 0 b o 0 0 2 BELOW 11 SEE DETAIL 15/S5.2 S5 1 I I I �i 4D oD ti ao in m L7,_ 3 to x x 1 x x x x S5. o t` 18 76 (8 5T: x '-6" (13 5T. x 10'--O" 1 (13 5T. x 10'- (13 5T. x 10'-0" 13 5T. z 10'-O" 4 -cl S5.2 -- ( (13 5T. x 10'-0" (8�. 8' 6" - ---- --- -- FLY o Cn z [L W) Y L� VJ7M - 0-0 78 7 1 h 71.7 \\ r w C'V T 1Y T. 6 u7i w�q i 2) p5 BARS AROUND TYPICAL MAT REINFO CING x 10- 14 S• 0 3 G w OP ING. EXTEND 2'-0" p4 AT 24" O C z PA T EDGE OR PROVIDE EACH WAY - BOTT 55. , v Q u 6" TD. HOOK TYPICAL. Y r a:r w INV" 1 1 e > o p r. 7 N 8 �,5 1 8 OPENING. EXTEND 2'-0" (2) p� BARS AROUND r v d S5. ACROSS C ST. "OINT N S5.2) PAST EDGE OR PROVIDE I �, LU a 6" STD. HOOK TYPICAL. _ J e 0 0 , 'v � o N I ,175. 1 I I 1 O I x 0 1 a� co co r 71. 71.,t O1 (4)p5"T&B (8 ST. x 8'-6" GD (13 5T. x 1 -0" 13 5T, x 10'-0" x x 0 (8 ST. x 8' 6" (4) 5 00 CONSUCTA!vTS x ( (13 5T, x 10'-0" (13 5T. x 10'-0" m (13 5T. z 1 -0" p C _ _ x x 41 w 4'- - " VaM 11 1 [� n 74.87 S5. 7 7 i TYP. r 6 i S2.1 S21 Sg cc t" � Lu, , PIPE SLEEVES /4-t PIPE SLEEVES BELOW W 0 ?TYP P.T. SLAB 1� o °D 275.5 I x 0 52.1 4- :1- TEMPORARY �: 0 OPENING FOR �t 'O `u. a I o x (4)p5 T&B (8 5T. x 8'-6" CRANE � .r � 4 -------------- ------ -------- --------------- 2! V 76 3 FLOOR DRAIN v~i SEE PLUMBING a o 0 o C. J 7 '1, 76.11.�o DRAWING 8" X 1'-O" _CLIPPER .* I 1 0 1 1 55 1 u rW a THROUGH ALL 1 x 4 a ~ 271. q V 7 SLAB ON Q z 17 r S2.1 GRADE CC � - i S5. SIM. Q o I o 01 .1 Q. � p cD I ^b � 8'/4' 10'-0" �i x N x x x x' (4)p5 T&B (8 5T. x 8'•-6" DD (13 ST. 10'-0" 13 ST. z 10'- 17 1 x _ ( 55, (13 5T. 10'-0" (13 5T. x 'i'-O" 1 O z E -- - - _ _ V YR i1 1 7 7 1 1 6 8 1 6 52.1 cc S2.1 S5. I 52.1 I N ACROSS C NST. JOINT I io 1 N H ` Ile. 1 ^ PROJECT NAVE 5 0 1 S5.1 0 0 I TYP. 1 0 00 OD G0 co 1 1 x x x 'xD (4)p5 T&B (8 5T. x 8'-6" (13)#5T. x 10'-U" (13)#5T. x 10'-0" (13 5T. x 10'-O" (13 51. x 10'-0" F - 0 - 0- Q 7 5 7 1 \S5. r i� 'o m S51 10 O > Im 55.1 m ap 17 ~ 76,5 276.5 TYP. TYP, cc r O.H. +.I ,I - ' -I - ,I C. J. C. J 15 u 1 I c (6)N T&B x 10'-0" (6) T&B x 10'-0" L(6)#bT&B. x 10'-0" LL(6)#11 CONSTRUCTION T&B. x 10'-0" T&B. x 10' 0" JOINT cc W vd cc 11'-8" LL SHEET TITLE t 1 FIRST TIER REBAR PLAN REBAR PLAN NOES: 99277S4.1 175' 1 -7 1. ADDITIONAL B.`RS SHOWN TO BE GROUPED TIGHT (3.0 C.t) ACROSS COLUMi� LINES. DO NOT SPACE EVENLY ACROSS COLUMN STRIP. �' PfRMIT 4.17,0G 2. SLAB ELEVATIONS SHOWN ARE TO TOP OF STRUCTURAL SLAB. SEE l Rf�sroNs: ARCHITECTURAL DRAWINGS FOR TOPPING SLABS AND CURBS. I CONS,. SET: 4.10.00 I PERMIT SET: 3.29.00 LEGENDs INDICATES CONCRETF BEARING/SHEAR WALL LCHECK: YvTN SEE SHEET S1.0 FOR TYPICAL RFINFOPCING I DRAWN .9 Y: PEM UNLESS OTHERWISE NOTED. --- -- 1 ir4r,�-= INDICATES 6" PRECAST CONCRETE SPANDREL Y. 0 INDICATES STUDRAIL SHEAR REINFORCEMENT AT COLUMN PROJECT: 99121 SEE SnHFDU'-E ON SHEET S5.1 I.LMK PLOT DATES: %,- INDICATES AREA 'f0 RECEIVE 6" CONCRETE TOPPING SLAB. LEAVE , CONCRETE ROIiGH IN THIS AREA AND PROVIDE BONDING COMPOUND 1-25/2000 9:13 .1 PEM 1/26/2000 13:24.19 PEM BETWEEN SLABS. REINFORCE WITH p4 AT 32" O.C. EACH WAY. 2/14/2000 18:37.46 PEM 3/24/2000 12:0.55 KAN S41 3/24/2000 16:22.44 PEM 3/28/2000 14:12.59 PEM 3/30 2000 11:29.18 ARM 4/7000 13:38.24 ARM 4/7/2000 13:34.38 WTW MQ LRS ARCHITEr,TS 97 4/7"?000 14:47.37 WTW 99277S4.1.dwg 4/27/2000 14:45.33 JET 12125 9W lath Ave. BUP 2000-M112 24 of JD ! CRT' I 'I�IIII IIIIIIIII IIIIII!il IIII IIII IIII III (IIII IIII IIIIi`j IIII IIII IIII IIII IIII w.+.�W,Id4Mrvw' r •+:•�«°.�;:ax's7tia,Wi3"'«' I r --'. -.__._.._-__,_..,_.._ ..-.. a .,,,,w,,ux",�w�n .•mw+„r�r: r.�Mirrrs„a I I I I I I IIIIIIIIII�IIIIIIIII�II I)IIIIIIIIII�IIIIIIIIIII!IIIIIIIIITIII,,IIIIIIIIIIIIIIIIIIIIIIIIIII111111111IIIIIIIIIIIIUIIIIIIIIII111111IIIIIIIIII(In�I1111III+IIjiilllill�nnl - ;-., T LE6IdILITT STRIPAdi O I 2 3 8 8 8 0 I0 11 12 13 14 ItI 7 10 10 >�O 21 22 23 94 26 0 27 28 20 ao 1 c ri .. C D 1�1 i iTl • . P A .yi _-__ .� ._._• .:�. - ..aur ..•_ __ ......_.._. ,..-e.. -..._...u...... a...-.�.-_r_fE..lv�rf4,tY.1L.c..ar-.-_. - ._ .-. � _ .-....-.r-.__._r.....m...._...� -_r ......,:w:l!...:....•JAY.:..-_.._..' - '. �. .-.rr"�. , ,j • y- ' s`J S. i 1Tv "0" 17'-3" 26'-10` �- 26'-8" - 26'-8" -- 26'-8" -- - -26'--8' -- 26'-10" 17'-3" , to!. KNF . •3011 til I I 1 CONSTRUCTION ►`?' 13 JOINT 1 14 S5.1TYP. S5.1 -(5)/15 T&B. x 8'-6" \ Q -(6)p5 T&B. x 10'-0" 1-'(6)/5 Tdc6. x 10'-0" V(G)#5 Tdc6. x 10'-4" -(fi)MS TdcB. x 10'-0" -(6)MS TCB. x 10'-0" (5)05 TbcB. x 8' (4)#5T. I 'I I •I 19A 1 A --- -- - -- - - - - -- - I / -- - - -------_-__-., _ - --- -(4 5T. 55.1 � Cb 15 - " a 0 ; o 0 S5.1 -T . _0 1 -�• -1 g 1 1121 S N Salmon 55.2 - - - 1- I I + I I ,� Suite 100 ' TYP. ., I 13 r 1. 1.0 y r 55.I Portland, OR 97205 n \ / 55.1 1 55.1 ..- II Tel. 503 221.1101 AT } T. TYp, i / TYP. (12) - #5 AT 4" O.C. AT BOTTOM Fox 503221.2077 i%/; � DO NOT REMGvF: SLAB � x 10`'0 !, �!' .-;• (6) - M5 AT 8" O.C. AT TOP 14 SHORING JNTIL SPANDREL t 1S :•,i /:''i;ii; SUPPORT IS IN PLACE S S5.2 1 I 10 i' 0 0 0 ! 11 SEE DETAIL 15/55.2 / m ao N 00 00 x ao '01 8b , x x x x x !; ` (8 T. -6" (13 5T.I x 10'-U" 1 13 ST. x 10'- rn ( (13 5T. x 10'-O" - (13 . T. .x 10'-0'_ (13 5T. x 10'-0" (8)15-T 00 8' 6" 4 B - F rnW„p z 0" : rh %al-97 - x c ^ Y L^, �'za � 1 18 o S 1 10 241.85 8.72 o I \ 81. c J 0 M S5.2 '° 0 1 T 12" T. 2) #5 BARS AROUND 14 fi S5. OPENING. EXTEND 2'-0" TYPICAL MAT REINFO CING >, 1 _0 S c Y ' z /14 AT 24" O.C. O o N z PA. T EDGE OR PROVIDE EACH WAY '- BOTT M 55.' �1 vii a N r N 6" TD. HOOK TYPICAL .- D Obi Ov O 8 8 (2) X15 BARc AROUND -----"• � � M a v a OPENING. EXTEND 2'-0" I � S5. ACROSS C 5T. "OINT 55' PAST EDGE OR PROVIDE w a 6" Sr,. HOOK TYPICAL. 18 1 z o O I � .79 1 � b o � o -�-_- ---- 55.2 � u I o ao 0 1 c_, in aG 0 � 81 0 xIlk (4)p5 TdcB (8 5T. x 8'-6" (13 5T. x 1 -0" (13�ytl5T. x 10'-0" (13 5T. x 10'-0" I x q CONSL,_ _ ('� x (13 5T. x 10'-0" ao (13 5T. 1 -0" (8 5T. x 8' 6" (4)�5 \ - 4'-0" - x - '• I_ % r, ^ - - - LO IA 5 11 s 83 7 S5. TYP. a _ 6 6 S2.1 5 S2.1 PIPE SLEEVES 1 PIPE SLEEVES 0 1 TYP. o I TT 00 0 571 oTEMPORARY ao x OPENING FOR o YP r 0 x (4)k5 T&B (8 5T. x 8'-6" I I o 00 o u, 1 O x '' 1 r CRANE Y 00 (8 5T. 18'-6" (4)N5 , x uY I n n 5 a o o F 281.0 ui V a ✓ ~ ~ I /\ 280.81 < 7 Q i 5Lij 5 J S2.1 CC cc SIM. i 0 0 0 O Q W r I I O 8 4" 10'_ bD 10 4 CH I I x x OCC �R E x - (a)MS TdeB (8 5T. x 8'-6" ro (13 5T. 10'-0" (13 5T. x 10'- 17 x x (13 5T. 10'-O" (13 5T. x 10'-0" 1 I (13 5T 0" x ° V r 11155cr- .9 (8 5T. x 8'-6" (4)#5 x z xe E QIn L, 4'_ i_6 m Q 0 281.0 _ 17 81 N I� 0 a ' cc 6 8 6 52.1 S5. i 52.1 8 5. ACROSS C ST. JOINT _V b 5 � � 55.1 TYP. PROJECT NAME o OI Oj O 0 0 1 0 00 a0 I I 1 I I I x Go 00 1 00 00 `O ro x x x (4)N5 T&B (8 5T. x 8'-6" (13 5T. x 10'-0" x x x F - (13 5T. x 10'-0" (13 ST. x 10'-0" 13 5T. x 10'-O" - T (4)N5 cyl x ( (13 5T. x 10'-0" (8 5T. x 8'-6" r,8 n 1 All - - 5 to �_, Q 'w+ Q Q a Q ak "I ;n E 1 .n 5 _- 11 AI TYP. Q I r` 1 00 13 17 ai m 55.1 p� "�- S5.1 � ' ? n Q �t1 m 1 m ai v� r TYP. r I TW. f JY 1 1 55.10.H. larf I h` 1 2Q4.8Z u� I 7 ` -ml• 1. O ^\ .. uj I ac I F(6)05 I I Icc(6)y TAcB. x 10'-0" (6)N TAcB. x 10'-0" (6)N TQcB. x 10'-0" LCONSTPUC-"ON - TdcB. x 10'-0" T&B. x 10' 0" JOINT L(6)#5TAcB. x 10'-0" (5)N Tdc6. x 8'-6" (4)#5T W W� 14 55.1 17 F O i u _ W SHEET TITLE BEBAR PLAN NOTES: L 1 SECOND TIER REBAR PLAN 4 99277S4.2 1/8, e 1 -0 1. ADDITIONAL BARS SHOWN TO BE GROUPED TIGHT (3"0.C.t) I _ ACROSS COLUMN LINES. UO NOT SPACE EVENLY ACROSS -- COLUMN STRIP PERM11 2. SLAB ELEVATIONS SHAWN ARE TO TOP OF STRUCTURAL SLAB. SEE 1 RENSIONs: 4.27.00 ARCHITECTURAL DRAWINGS FOR TOPPING SLABS AND CURBS, CONST. SET.- 4.10.00 LPERMIT SE T. 3.29.00 a -_ INDICATES CONCRETE BEARING/SHEAR WALL CHECK:_ iN SEE SHEET S1.0 FOR TYPICAI. RE NFORCING DRAWN B I: PEM UNLESS OTHERWISE NOTED. - �� INDICATES 8" PRECAST CONCRETE SPANDREL PROJECT: 99121 Q INDICATES STUDRAIL SHEAR REINFORCEMENT AT COLUMN SEE SCHEDULE ON SHEET S5.1 INDICATES AREA TO RECEIVE 6" CONCRETE TOPPING SLAB. LEAVE CONCRETE ROUGH IN THIS AREA AND PROVIDE BONDING COMPOUND VLMK PLOT DATES: 1/25/2000 9:14.0 PEM S42 BETWEEN SLABS. REINFORCE HATH ,�4 AT 32" O.C. EACH WAY. 1/26/2000 13:23.50 PEM 2/14/2000 18:32-53 PEM 3/24/2000 12:54.20 KAN 3/24/2000 16:12.33 PEM 3/28/2000 14:14.44 PEM 3/32000 11:29.33 ARM 4/7 2000 13:39.5 ARM _® LRS ARCHITECTS 97 4/7/2000 14:52.49 WTW 99?77S4.2,dwg 4/27/2000 14:50 25 JET 12125 sW 69th Ave. BUR 2000.00112 28 of 30 ®.-.-_...�...-. .....- .__�.._,...,.,,.._ _. .._. .,......„...._...._ .. ----- _. --- - .. �•"�gq�MM1�Mw••r•wW.,. .�w,nw..+-+awwr...,. �.•1w.,. cm,IIII1IIIIIIIII�iII111111I1IIIIIIIIIIIIIIIII�iIIIIII�IIIIjIIII�II!�IIII�IIIIIIII1�11I�IIII�111I IIII�IIII IIII�IIII IIII�I111 IIII�IIIInln lylnll nnlnllllin n Inyn I I u�nu un�un�In1�1111�uu�nll�IIII�IIII�nn�un�un�lln�u In�rlllll�illlii�ii�iil; �I�i� , LE6IBILITV STRIP 12 3l ObI J� 9I to if IZ 11 1114 18 117 lie l0 21 22 23 24 25 20 27 28 29 30 ---- 1pww.ldll Ajit.j 2 dry, ;� n 1 r� 'a t�Ki� r�"�t I �71•t' ek v �ri.. ��r �1• w i c �+ x }} CD - •.....p ,....., . . if 4 ;D � ,.a .. . r .ti 2 3 4 5 7 lot C8 194' 1 0" 26'-10" _ one" C D .......... . '�' 8" - 26'-8" 26'-8" v �� 26'-8` 26'-10" 17'-3" ' !!' Es E. KNE I ti n CONSTRUCTION + 1 13 JOINT 1 S5.1 S�1 TYP. 6'-B" .., (5)118 T&B. x 8'-6" (6)115 T&B, x 10'-0" Q (6)11 T&B. x 10'-0" (6)y5 T&B. x 10'-0" � (6)115 T&B. x 10'-0" .I (6)115 T&B. x 10'-0" -(5)115 T&B x 8'-6" (4)1157. 1 I �I `I 19A 1 (4 5T S5.1 L ,� - 10 -� I121 ,S.1! Salmon ' �- S5. - -- ----- ;-- 194, 4.5 '� I' 3, w o 55.1 0 0 q I '-0 .1'-1Y" 19B 1 10 v v v TYP. a I .1 1...Z� I 1 SS.t Suite 100 N 55.1 551 Portland, OR 97205 1 AT 1 1. TYP. - Tel 503.221,1121 DO NOT REMOVE SLAB x 10TYP. i�/ (12) - k5 AT 4" O.C. Al BOTTOM Fax. 503221.2077 C4 16 % 6) - 115 AT8" O.0 AT TOP SHORING UN'f1L SPANDREL 14 SUPPORT IS IN PLACE. S S5. i of ~ o 'o SEE DETAIL 15/S5.2 S 4DD I a% '� I 1 I � I o 0 � )1 I ( (13 5T. x tO'- _ (13 5T, x 10'-0" (13 5T. x 10'--0" (13 5T. x 10'-0" % 4 v i Z•. x' '-6" 13 5T. z 10'•-O" j x " x °X a02p,72 m CB . -------- --- - - _ (BST $' 6" � c 1p pL rnW� x n v Q R Q _Milk ___ ___, _ C 7 N Y 18 Lj `� 0 S5. N T12" T.I "`�' 6 18 1 � � , w (2) 115 BARS AROUND TYPICAL MAT REINFO LING x 10'-0' ; S 55 2 c X z OPENING. EXTEND 2'-0" 114 AT 24" O.C. 14 0 z PAST EDGE OR PROVIDE EACH WAY - BOTT M i ; S5. U N c N U I Y co 6" TD. HOOK TYPICAL. N 1 S5. ACROSS C ST. "DINT 8 (2) M5 BARS AROUND + + ' a J �a.a: ~ S5. OPENING. EXTEND 2'-0" PAST EDGE OR PROVIDE ` !' 0 6" STD. HOOK TYPICAL. '�' ;,•jig!.;:', 18 1 2 0 0 R - 0 I 1 1 I 1 0 0 0 55.2 co � 3 7 II A i 1 x 1 W 00 I x x uo 29 ao 1 0 x (4)/5 T&B (8 5T. x 8'-6" (13 5T. x 1 -0" (13 5T. x 10'-0' ('3 5T. z 10'-0" x x x7 `c (` _ _ _ (13 5T. x 10'-0" (13 5T. x 1 -0" (8 500 x 8' 6" (4)15 °D CONSUL TA n 4.S o x1e - I - '° 't Q -- � n i 1 67 55.2 a 6 i S2.1 5 6 cc'1 , 55.1 S2.1 1 � PIPE SLEEVES 1 TYP, I 1 PIPE SLEEVES W 0 ! co 1 0 I x 7 TEMPORARY o S o1 S2.1 of OPENING FOR n o S5 0 00 x (4)1!5 TdcB (8 5T. x 8'-6" a v CRANE I TYP. I 0 x 1 , - - + aD (8 5T. x 8'-6" 4 5 :t a a I 3 ,a - ( )N i of Uj in 4.S v N r x co -gy J6 � t,, Y r� W 7 2a9. 5. 1 S2.1 Q z ' S5. SIM, er ct c 010 o 01 0l I 1 o O g I 1 x x " 00 x co 7 - 0)115 T&B (8 5T. x 6'-6" 00 00 co x (13 5T. r X10'- S5. (13 5T, 10'-O" (13 ST, x 10'-O" 1 (13 ST -0" (8 5T. x 8'-6" (q) gT ° C 1 4.S_ n L r, A L, 4 x O Q p .� VAL- VU17 90.0c 9v 6 8 1 6 i c 4 S2.1 S5. 52.1 8 5 `I I ACROSS C NST. JOINT 5 PROJECT NAME 0 0 55.t 0 0 m m .00 I 1 TYP. 1 0 � x 00CIO W 1 x I j 00 10 (4)115 T&B (8 ST. :� 8'-6" (13)#5T. x 10'-0' (13 5T. x 10'-0" (13 ST. x 10'-0" 13 ST. x 10'-O" 1 o II ( 13 5T, x 10'-0" (q)M5 ,1 r� 22 /� x' A '^ w:Zj Z 290.0 E\ Milk L4'-0" w v V Up VT L I 4, 6 v 47 v 7 8 1 - - - -- - v ti9.72 - S5, r` Tl'P i I 00 13 m 10 Qj S5.1 q1 S5,1 1 17 TYP. �tS i oo m LO X55.1 S TYP. .I " v r► � O.H. .^ .. I '� I � � j ' � .0 iD .. cc -W1 I a a (6)/ T&B. x 10'-0" L(159111 T&B. x 10'-0" L(6)#i1 CONSTRUCTION 1 1 tO ncc T&8. x 10'-0" 7(6)11 T&B. x 10'-0" L 6)11 T&B, x 10' 0" JOINT (6)JN T&B. x 10'-0" L(5)#5T&B. x 8'-6" (4)1157. 14 S5.1 1, 17 LU S5.1 6'-8" � a p sHLf T TITLE 1 THIRD TIER REBAR PLAN REBAR PLA N.L�. OTES: - -- 4• 9927754.2 1/8w-.71 -0 1. ADDITIONAL PARS SHOWN To BE GROUPED TIGHT (3"0.C.t) �- ACROSS COLUMN LINES. DO NOT SPACE EVENLY ACROSS COLUMN STRIP. L PERM 2. SLAB ELEVATIONS SHOWN ARE TO TOP OF STRUCTURAL SLAB SEE ' wMIR S:_ 4.27.00 ARCHITECTURAL DRAWINGS FOR TOPPING SLABS AND CURBS. LCONST, SET 4,10.00 '� c�Q�±E�N��1: LPERMIT SET' 3.29.00 LVNLL1LLi --- INDICATES CONCRETE BEARING/SHEAR WALL I CHECK: TN SEE SHEET S1.0 FOR TYPICAL REINFORCING DRAWN BY: PEM UNLESS OTHERWISE NOTED LDRAM INDICATES 8" PRECAST CONCRETE SPANDREL PROJECT: 99121 (, INDICATES STUDRAIL SHEAR REINFORCEMENT AT COLUMN SEE SCHEDULE ON SHEET S5.1 INDICATES AREA TO RECEIVE 6" CONCRETE TOPPING SLAB. LEAVE CONCRETE ROUGH IN THIS AREA AND PROVIDE BONDING COMPOUND VLMK PLOT DATES: BETWEEN SLABS. REINFORCE WITH /4 AT 32' O.C. EACH WAY, 1725/2000 9:14.0 PEM 1/26/2000 13:23.50 PEM S4s3 2/14/2000 18x47.58 PEM 3/24/2000 13:12.51 KAN 3/24/2000 4/7000 1363925 ARM 1 PEM 3/30 2000 11:29.52 ARM 4/7/2000 15.2044 WTW l.RS ARCHITtCTS 9i 99277S4.3.dwq 4/27/2000 14:52.6 JET 12125 SW Seth Ave. SUP 2000.00112 26 of 30 C(Tl I'llllllll IIIIIIIII IIIIIIIII IIII�IIII IIII�IIIIIIII� I�IIII III111111 IIIIIIIII III VIII Illlllllllllll�lllj IIII IIII III III I II III /"ryll IIII IIJJ+IIIJ UJIIIIII 1111 lHI IIIIhhfl�txill Illf'llll 111/1111 IIII Il�l�i 111 I I LE6IBILItY STRIP- o I 1 1 I I ( I I f II 1 I�InI .nllu 11 1 nn�nn nn�nn uuluu lo�in.l cm 10 1 I IJ3 Iil 14 le 17 le 19 20 21 22 23 214 215 218 27 218 219 310 �.. r -. •f r 1 a: } I 1 ( 2 3 4 5 6 (�� (8) (�; r5si too194' 10' 17'-3" 26'-10• 26'-8• #.* 26'-8• 26'-8• 26'-8' 26'-t0' 17'-3 I I I I I I STAIR ENCLOSURE � I CCNvSTRUCT)ON r SS 3 13 PINT TYP. __ _ _ t cTAIR I I (5)05 T&B x 6'-6" �(6)05 T&B x 10'-0• (6)/5 T&B x 10'-0' -(6)/5 T&-B x 10'-0' rlEl/'_ T�6 x 10'-0" / r N_IR RE p 1 I V-(6)/5 T&B x 10'-0' r'5i#5 T&E-8-6--- -- - E 14 S5.1 I r,41#5T 1 pl 1 � I ' 1 .� 1 A I , �s - 15 s f i o o n o T2 -C -6 8 Sulfe1121 ✓100Saltnoa S5 �- .•f 10 + ' : ' y 1 I I I : : 5 I POTVaDd, OR 97205 1 k ( S 0 I Tel SOS 221.112! TyP. SS t ! (12) 1 #5 AT 4• O.0 A7 F)-=�A Fax 5032212;'^ DO NCT REMOVE SLAB I I I \ I i ( 1 SIM �rp ( Ei -1#5 A 9' 0.C. AT -CP .- SHORING UNTIL SPANDREL 16. 14 ) / AT 12• T. I _ SUPP R' ISN PLACE. S c o I I 55. 1 1 x10'-0• I I 11 I SEE DETAIL 15,'S52 I co eo m I 1 1 t t x a0 1 ( I L ` 8 i, x -6• (t3` 5T, 410 X13 5T. x 10'- (13 5T x 10'-0• 13 T x 10'-0' x I I T 4 I a - ('31#5Tyx110'-0" 5 c B � �i C - Y v :' �' y ^n v '� I r L" 7 I p > 1 to I I 1 \L7 Io; '� ; , 1 c < - ' Af =-� 1 _ SSS 1� I 2)l►5 BA,?S AROUND 1 TYPICAL MAT REINF ONG #5 A 2 S ' fTr ^ 1 c _ _ Z \ I-------- / OPENING EXTEND 2'-0' i4 AT 24- O.C. z'.v-0• I a t4 � 1 U 3 S5. I Y N `_ EACH WAV 6077 PAT EDGE OR PROVIDE 6' TD HOOK TYPICAL (2) #5 BARS7 A T 4" 7 OPENING EXTEND 20•SACROSS C ST. NTPAS' EDGE OR PRC DE E' STc o0 3021 co \� -- -------m m„ (4)#5 TdtB (8' T. x 8'-6" (t3 5T, x 1 -0• (13 5T. z 10'-0' (13 T x 10'-G' (13 T x t0' 0" (13 5T I1 -0" 8 5T x 8' 641 54'-a 6 vI 11 I 7 SS I 4 v TYF I + rYP i •. ` I edl �L I - I t5 I i I I 55.1 I Typ I o 0 o co p l I Iri I I ' x o f I ' n n o t � rp I o CD \ (4)i5 TdcB (8 5T. x 8-6' S5.{ 857 x 8'-F• 5 T Xuj 1 - _-_-_ _ _ _ _ _ _ U N ,r) 303 5 + '-IC __ ! I i + v 11 (5) /8 BARS v I a 0 1 1 j 4i1 CONTINUOUS I vi 61 I L + 1� 'h � EXTEND 8'-0' I I � V 06 MINIMUM INTO ( Q Z I I x CONT SHEAR WALL AND CC z °D STAGGER CUT OFF _ I I I I 'p p ��t 1 p I pp I I 275.79 I v a II x l I _ � � � p � II (4)#5 &B (8 T. x 8' 6• (t3 T x 1 Y E - 4 - - -�' (13 5T x t10. (8! 5T x 8•-6• (4i#5 4'- V-6. Y C S5. I cc cc4wr I IItc N II N I 7 7 I I S5. 55.^ I (2) N I s x CONT. � - IIiI I - I p ' I p p p o I ao I � I 00 x x C(J (4)i5 T$B (8 5T x 8'-6• ( I c ■ 13 5T. x t0'-O•I ( (t3 5T x t0'-0• ;8' 5-1 z 8'-6" a � F (4)/5 T x - 303 s �o cc h �• � E I ui � S5. 18 cc co C6 I I 55.1 4 t7 �S m m I a cc 55.1 i ' .n ' 71 I �o + OH G _ 4' -6- - - LCL I (6)/ T&B. x 10'-0' (6) T&B. x 10'-0' L(6)#5T&-B. x 10'-0• (5)/ T&B. x 8'-6' L-(4)/57. 14 55.1 17 Icc S5.1 f O LL ( M SHEET l(RE 1 FOURTH TIER REBAR PLAN 4 9927754.3 , e'. 1 _D REBAR PLAN NOTES: 1. ADDITIONAL BARS SHOWN TO BE GROUPED TIGHT (3'O.C.t) ACROSS COLUMN LINES. DO NOT SPACE EVENLY ACROSS COLUMN STRIP- _ - PE0607 2. SLAB ELEVATIONS SHOWN ARE TO TOP OF STRUCTURAL SLAB- SEE ftb"Ao+5 4.27.00 ARCHITECTURAL DRAWINGS FOR TOPPING SLABS AND CURBS I CONST. SET' 4.10.00 PERM T SET- .3.;9.00 INDICATES CONCRETE BEARING/SHEAR WALL CHECK. TN SEE SHEET S1 0 FOR TYPICAL REINFORCING I ,�.R.A*N BY.- PEM I UNLESS OTHERWISE NOTED, I INDICATES 8• PRECAST CONCRETE SPANDREL PROJECT 99121 1. INDICATES STUDRAIL SHEAR REINFORCEMENT AT COLUMN SEE SCHEDULE ON SHEET S51 {{ tk f INDICATES AREA TO RECEIVE 6' CONCRETE TOPPING SLAB. LEAVE 1/26%7;100 000 93123.35 619 PI 1 CONCRETE ROUGH 'M THIS AREA AND PROVIDE BONDING COMPOUND VL�!K PLO DATES: ( BETWEEN SLABS. REINFORCE LATH /4 AT 32' OC EACH WAY. 2/14.2030 18.50 59 PEM S4.4 3/24/2000 15 13 28 KAN 3/24/2000 161.30 PEM 3/28/20UO 14 27 41 PEM 3/30 '2000 11 30.7 ARM 4/72000 13 39.52 ARM 7S APC!' 'ECS 97 4/7/2000 15 28.14 *TW 9927754 4 dwq 4,127/2000 14 59.52 ,JET 1/26 SW INMh Avg. SUP 2000-00112 I 27 of 30 ' 14I�1' LE6IBILTTr STRTP0 1 2 3 4 s e 7 A 1S 10 I�I 119! 16 114 1e 17 18 19 20 21 22 23 24 23 28 .27 28 29 30 10...1 a. CDI •1; f X: 1 1 CL :)F TENDONS — — /4 X 0' HAIRPINS AT 24` U C / Y 4 TYPICAL ADDITIONAL REINFORCING BANDED TENDONS - EACH SIDE OF EACH ANCHOR - j MAT REINF. AS INDICATED ON PLAN /� SEE PLAN FOR PROFILE OCCURS AT CANTILEVER PORTIONS / OF SLAB ONLY ♦ 1�.• 4` (2) /4 CONTINUOUS PLACE 1 1/2" • SEE SCHEDULE - ABOVE AND BELOW 1st POUR 2nd POUR /�,",� BOTTOM TYPICAL MAT ClR THIS SHEET FOR, ABOVE CONTINUOUS DON TENDON F_____#___� G((� \SEE 0 REINF. ABGvE TENDON STUORAIL CLEARANCES ti ��•.��.�.��.r 4ANCHOR TOOL EDGE AND •`•••••••••••":••••• • w (2) #4 x CONTINUOUS— PROVIDE SEALANT AT MIDSPAN PLACE ABOVE AND PLAN FOR PROFILE I -- — -�-. ( -- f BELOW TENDON \ -- TENDON \ ��E, �M H ��• MEAD IM DRAWSIONINGS) (SHOWN AS �.... ON DRAWINGS) �. � � "DECON' STUDRAIL. SEE PLAN _� _-_.. \ / LOW POINT 1 1/2" CLR. TYPICAL MAT-JI 1/2" CLR ' TENDON REINFORCING / _ TENDON ANCHOR (2) /4 X 2'-0' HAIRPINS TENDON TYPICAL_ MAT REINF. EACH SIDE OF EACH ANCHOR 1-1 TENDON /BANDED P T TENDONS CONCRETE COLUMN BEYOND 4 -OCCURS AT CANTILEVER PORTIONS CL OF SEE S51t FOR TENDON OF SLAB ONLY SEE FOR TENDON TYPICAL MAT TENDONS REINFORCING REINFORCING CONSTRUCTION JOINT WITH •fe• DEAD END ANCHORAGE STRESSING 'LIVE" END ANCHORAGE INTENTIONALLY ROUGHENED SLrFA,_E DOWELS ACROSS JOINT- ' (EXPANDED METAL FORM S'OP) • , PER PLAN PLACE AT -TENDON INTERMEDIATE J SEE PLAN FOR MID-HEIGHT OF SLAB STRESSING ANCHORAGE • • PROFILE DIMENSION INN" (SHOWN AS ON DWGS ) DEPTH TYPICAL MAT REINF -LR i HIGH POINT 2 SHEAR STUDRAILS AT COLUMNS 3 TENDON STRESSING ANCHORAGE i ^5, S51-2.dwq ' �'T° 5 551-3.dwg —1-- ,'_o DEAD END ANCHORAGE 5 INTERMEDIATE STRESSING ANCHOR P.T. SLAB PROFILE DETAIL 5. S51-4 dwg = ,'_�• 5 551-,6 dwg _777 GAGE ,,., s Salmon `D S51- dwg 1 `1 -0"' Portland,100 OR 97205 � Tel 5032211121 -� Fez 503 2212077 tq O O O O O 0 DISTANCE - FIRST STUD (So) O O SEE DETAIL� O O AT SIM CONDITION O O FROM COLUMN FACE FOR 55.1 6 COLUMN TERMINATES PRECAST CONCRETE v -a SEE STUD RAIL SCHEDULE O O ADDITIONAL PROVIDE MINIMUM OF 2' CLEAR O O SEE DETAIL 55.1 2 t T SPAN FOR STUD RAIL INFORMATpN O O FRUM SLAB EDGE, TYPICAL. BELOW OP OF SPANDRELS C NFORMATION FOR ADDITIONAL SPANDRELS \ p+ , r Z O O O O O O INFr)r2MAT10N. V z O O O O O O W Z y a O O O O O O O O O O C O O O C7 0 0 0 0 0 0 0 0 0 W O O Ica C c ZZI$ O 0 _6-0 © O O O O O 0 0 0 0 0 O O f O� c 1 J ® s PROVIDE MINUMUM OF 2" / U ;z n w r CLEAR .'ROM SLAB EDGE, TYP CAL U_r r, U O O O O O o O O O OOO� ? c o W - f73" MIN C' a 0 0 0 0 0 0 0 0 C, 0 0 0 0 4 0 0 0 0 0 ` Z O O O O O O O O O 01 4 LOCATE 10 RAMS PER IO O O O O O COLUMN IN CONFIGURATION Q Q OMIT RAILS O O SHOWN - TYPICAL UNLESS AT SHEAR WAIL O Q 6 , •STC C 3 OTHERWISE NOTED O O O O O O SEE OF.TAIL'S' 55 55 1 Q O STUD SPACING (5) O FOR ADDITIONAL 0 O INFORMA TION PLAN.- L-01, 20- O 0 r RENFM NOT SHOwN AOR CLAR'TY MINIMUM 2' CLEAR i 1 I F. TYPICAL 10 RAIL COLUMN 7 RAILS AT 3 SIDES W 8 EDGE COLUMN S51-6 dwg , _ ,'_0 5 C:\Odrowinq 96447.01\S215-8.dwg , , _D 9 CORNER COLUMN 5, 551-7.dwg , = ,'_0 0 TYPICAL SPANDREL ELEVATION W 5. 551-8 dwg —7-77-1`7 551-13 dwg I ,'t = /--- 1I2' PLATE z 12" x 14" WITH ``� // (4) 314" DIA x 6" NELSON EXTERIOR ,� 1'� uj STUDS AT 9" GAGE c� FACE V / _ /5 AT 18" O.0 HORIZONTAL C E SPAN--,;;E- ct (t Q SPANDREL PER PLAN. PRECAST CONCRETE TYP.SHO REINFORCING NOT ,^ /5 AT 24' G.C. VERTICAL NOTE: TYPICAL COLUMN ''/4 SHOWN FOR CLARITY, CLEAR AND SPANCREL cel • AT T HORIZ. BARS REINFORCING NOT � � J FINGER TIGHTEN AND AT INTERIOR FACE SHOWN FOR SPANDRELCONNECTION Q PROVIDE BACK-UP NUT ® �-- (7) /6 HORIZ. " • CLARITY _ a _ r BARS AT o . '-' PER DETAIL 12/S5.1 1' r l a EXTERIOR FACE .: '16 F ,�! 1 CD S`5�,, 1 O �L / , r • s• w " SPANDREL CONNECTION Uc � BELOW PER DETAIL 11/55.1 12� • „ 2 f �-�-�-� �2" O.C. AT CONCRETE 4 /� - WALL ri i L6 x 4 x 3/8 x 1'-0" -l6 z 4 x 1/2 x 1'-0' - -• x�. WITH 2" HORIZANTAL WITH (2) 3/4' A325 4 Qc SLOTTED HOLES AS SHOWN ANCHOR BOLTS IN 2" �o r --- Q • 1 4 3-9 4 HORIZONTAL SLOTTED +, HOLES, BENT OVER EXTRA /4 x 4'-G" BAR. � < 1 �— L6 x 4 x 3/8 x t'-2" W1T11 (3) /5 x 2'-0' PRECAST CONCRETE BENT A7p6 BARS AND (2) 3/4" A325 ANCHOR r r SPANDREL l BOLTS PROVIDE EXTRA NUT TO SECURE L4 x 4 Y ,jg x 1'-2" , DURING CONCRETE PLACEMENT L 0 NOT WELD (2) #6 TOP — \ • � _ _JEC' NAVE WITH ('1) /5 x 1'-6' AND BOTTOM r SENT A705 BARS • L, i 3" MIN /- SLAB PER 1 PLAN 1 TYP. SPANDREL CONNECTION DETAIL 12 TYP. SPANDREL CONNECTION DETAIL 13 TYPICAL 551-14 dwg 1. e , _G L SPANDREL REINFORCING 4 SPANDREL CONNECTION <� , 5, 551-15.dwq 1' m't-7-or 5 551-17.dwg + 7_77-01 55. 551-18.dwg 0» a _ I N�I�AONWUIIPLL CONNECTIONR DETAIL 11/$5.1 SPANDREL CONNECTIONBELOWPER TAIL 11/S5.1BUTTERFLY CONNECflON \SSt ,5.1PER DETAIL 16/551SEE 17/$5.1 2 ,/2" z 2 1/2' X 3/8' x 1•-2' - SPANDREL CONNECTION -0" ANGLE WITH (3) /5 x 2'-0" A706 PER DETAIL 12/S5.1 SPANDREL CONNECTION waft BARS DENT OVER EXTRA I/4 x 4'-0" PER DETAIL 12/S5.1 PRECAST NOTE: - e- -i r_ O CONCRETE TYPICAL COLUMN r�--..� r ® I Lu SPANDREL AND SPANDREL of .. - WI x 3 x 3/8 x 1'_2' REINFOSHOWN NOT 15 SPANDREL ELEVATION lU WITH (3) /5 x 1'-6' � SHOWM fOR CLARITY � '� � r ' BENT A706 BARS - • PRECAST — SPANDREL IS--/ � CONCRETE CONTINUOUS COLUMN SPAP'DREL IS —� J. 351-19 dwg _ SPANDRELS CONTINUOUS ui 3' x 3' z 3/8' x 1'-2" BENT PLATE PAST COLUMNcc SMTH (3) #5 x 2'-0' BE•1T A706 BARS r NOTE TYPICAL WALL AND SPANDRELREINFOSIUDRAIL SCHEDULE O SHOWN NOT 1 i SPANDREL CONNECTION 18 SPANDREL CONNECTION MARK M OF RAILS N of STUDS STUD sTUD DIST, TO NOTES V SHOWRI FOR CLARITY PER COLUMN PER RAIL DIAMETER SPACING FIRST STUD BUTTERFLY CONNECTION: 1/4 5' 1/4' PLATE x 3` x 0'-10' WITH 1/4' \,55. S51-21.dwg 1/2 r , _0 5• 551-22.dwg 1 2 a 1 -0 A 10 8 3/8' 21/2- 2 1/2' SHEET TITLE SLOT AND 1/2' DIA. CENTER HOLE. 60 J BEND TOP AND BOTTUM LEGS IN _ OPPOSING DIRECTIONS TO FILL JOINT. SPANDREL 8 8 3/8 2 1/2 2 1/2' LOCATE RAILS ON (3) SIDES PER DETAIL --- I L BUTTERFLY CONNECTION NOT USED I PER DETAIL 16/55.1 4 7 3/8" 3- 3" I LEVATOR 10 7 3/D 2 5/8` 2 5/8" UPERMIT 4.27.00 WALL • 3` x 3/8` x 1'-2" FLAW J PLATE ARSWITH (3) /5 z 2'-U' 10 5 3/8' 3' `3• 1 CONST SE7: 4.10.00 A706 BARS BENT OVER 6 SPANDREL CONNECTION EXTRA H x `'_°- 5 7 1/2' 3' 3' - — I PERMIT SET: J.29.00 --2 1/2' t 2 1/2' x 3/8" 10 8 3/8" 2 3/8' 2 3/8' 5, S51-10.m,q t 1/2 - t -0 x 1 -2" ANGLE WITH (3) _ CHECK: TN /5 x 2'-0' A706 BARS s TTERFLY CONNECTION L BENT OVER EXTRA PER DETAIL 16 55.1 /4 x 4'-0" / STU d3AIL &',)J� DRA WN 8 r. PEM PER DETAIL CONNECTION � .) ROVIDE 1" CLEARANCE TOP AND 3/4' CLEAR, BOTTOM PER DETAIL ,2/55.1 2.) SEE DETAIL 6 -S5.1, 7-S5.1, 8-S5.1, AND 9-S5.1 FOR TYPICAL STUDRAIL LAYOUTS. r PROJECT: 99;-21 n U SPANDREL i I 19 SPANDREL AT E,_FVATOR WALL 1/25/2000 1616.16 PEM 1/16/2000 14 5.3 PEM S541 5• fIEV-Wl.dwg 1 2 1 -O 2%214%2000 19:4.55 PEM 3/24/2000 16 24.40 PEM 3!28/2000 14.24,33 ARM J 3/30/2000 11 3023 ARM i — — -- _ —_ -- VLMK PLOT DATES --.__ -- - - 4/7/2000 16:16.14 WTW _© LRS ARCHITECTS 97 -_---_ 99277S5.1.dwq 4/27/2000 15:1019 JET - 12126 9W 6lM+Ave 2:011 UP 2000-00112 —-------...w+ LEGIBILITY STRIP C^1 ,•..,,,.-nom - ao 11 ��IIIIIIIII�IIII�IIII�IIIIIIIII�IIIIIIIIIIIIIIIIIIIIIp1II11111111IIItf11111I11111111111111111II�IIII�IIIIfIIIlifI11�1111111111 10 00.,n ' 2 3 S e 7 0 Il"� I I 1 2 13 14 Ie I7 1e la 2n 2r 22 23 24 26 2e 27 2e 26 30 1 1 Y'i�l a, .r 4! I • r blfs M ' son" 1 1/4" ~ v SLAB ON GRADE P T.SLAB --� __ CLR = w a DOUBLE TIES AT TOP L AND BOTTOM *Q�fr''y/ CONCRETEKEYE -- , JOINT ERNDEOL COLUMN TAIL 52.1 SEE 3/55.2 BEYOND —� Clk FOR CONNECTION • -- — - �� - 2 x 6 NOMINAL ° /6 x 8'-0" VERTICAL--.,, CONCRETE KEYWAY BARS AT 12" O.C. COLUMN �� y AT INTERIOR FACE 2'-6" BEYOND -- - OF VEHICLE BARRIER. - 0 o BARS NOT REQUIRED �YtRI Y • = o TYPICAL WALL AND %�/ ADJACENT TO WI �I. X16 x 8'-0" VERTICAL--- ' -- CONCRETE COLUMN - PER PLAN HOOKED "UB-SAE"— REINFORCING PER PLAN Z/' AT PEDESTRIAN AREAS. BARS AT lY O C. = N - /5 RICHMONL /�� • I AT INTERIOR FACEP \ OF VEHICLE BARRIER 1 2'-6 a RIF Y Ln c ANCHORS AT 1 / W w 2a" O C c 1/4" NEOPRENE r BEARING PAD — 1" THICK x 12" PIPE S? 1/4" NEOPRENE • INSULATION ON REINFORCING BEARING PAD ' DOWELS TO SLAB. TYPICAL • THIS WALL i r a 1/2" PLATE x 5" x 1'-6" ! �, �D o,; 121 r M Salmon z WITH (4)-3/4" DIA. " � w. < Suite tOt) • USS ��riOVIDE —TYPICAL WALL = O �• AT 48' 0.C.. REINFORCING PER PLAN ' Tel 503 22 1121 land, OR 205 � ° I � -- N Fax. 5032212x77 t/J ° N5 x 12" HOOKED L4 x 4 x 3i8"x12"-J DOWELS AT 18" O.C. --.— 1" THICK x 12" PIPE • INSULATION ON VERT REINFORCING. TYPICAL WALL AND REINFORCING PER PLAN N y Op U. C a0 - --__ W Z x 4O4 5 u c t W SLAB AT CENTER WALL 2 SLAB AT BASEMENT WALL 3 SLAB AT BASEMENT WALL 4 SLAB AT BASEMENT WALL 5 TYPICAL CONCRETE COLUMN c Z L CI S52-1 dwg .TTO 552-2.dw 1" = 1 -U �� 0 Y rj g 5 S52-3.dwg 1 = 1'-0 552-4.dwg 1 = 1 -0 O p cv W 5. 5 551-9 dwg 1/2 • 1 -0 U ; 7<v V) O„MiCr11 O� O SLAB REINFORCING AND PROVIDE STD. 10" HOOK`) FOR CLARITY NOES PLAN ( < TYPICAL CONCRETE SPANDREL Z �r-C REINFORCING NOT SHOWN, SEE LEVEL ONE - TYPICAL WALL 13 SL REINFORCING • PROVIDE STD. 10" PER PLAN • HOOKS - TYPICAL - (3) TIES AT TOP - - CONSUL TANTS SLAB AND REINFORCING PER PLAN. NOT ALL SLAB a BOUNDARY ELEMENT - _ / / REINFORCING 1 1 2" 6" 1 1 2" SEE 6/S2.1. FOR SHOWN IN THIS DETAIL — I Uj, x DOUBLE TIES AT TOP CLARITY NOT ALL -LAP TYPICAL WALL x v+ a W � 1/2" EMBED PLATE X 6" x 9' AND BOTTOM • . ' y WITH (2) 3/4" X 4" HEADED STUDS BARS ARE SHOWN =, REINFORCING 24" 12" x 12" CONCRETE — - • ul a. • MINIMUM PILASTER. REINFORCING " • I • WITH (4) N7 BARS ' i BOUNDARY ELEMENT + D • '` • AND 03 TIES AT 5" O.C. SEE 6/S2.1. FOR z = ci CLARITY NOT ALL SEE FOR TYPICAL BARS ARE SHOWN a 10 • X5.1 Z x 0 SPANDRELCONNECTIONS3 '16 TOP BARS PER�� I ' 1 V) CONCRETE COLUMN PER PLAN - PLAN -- PROVIDE \ V U ui TTIF7HOOK AT SLAB N ( 1 ' EACH BAR pE X 6" X 3" \./ • SLAB REINFORCING AND L� '', P.T. TENDONS NOT SHOWN • LOCATE EMBED AND SIDE �+ R FOR CLARITY - SEE PLAN `' �_ PLATES AT 4'-0" O C. TO Q Z TYPICAL WALL REINFORCING • • ALIGN WITH VERT. REINFORCING PER PLAN ° AND GROUTED CELLS IN M CMU WALL I ` O ' O Q - I W 4, Q o CONCRETE COLUMN — TOP TIER 7 SHEAR WALL SECT•( - — TOP TIER � 9 PILASTER DETAIL 10 ON—BEARING CMU WALL AT SLAB � 8 - WALL SECTION — ICAL �5 551-10.dwg 1/2 = 1'-0 � S� -11.dwg 3 4 = 1 -00 '• � ' 5. 5 S51-12.dwg 3/4-"! 1 -0 5 S52-9A.dwg 1" = 1'-0" S5.2 S214-5 1" = 1'-0" cc p OAC SLAB PER PLAN. REINFORCING NOT—� _ CONCRETE WALL BEYOND — PROVIDE 1/2" GAP SHOWN FOR CLARITY (OR FILL WITH FOAM) —CONCRETE WALL BETWEEN SLAB AND WALL /"„R// BEYOND AT WEST SIDE OF OPENING P.T. SLAB PER PLAN 4'-0" �-PROVIDE 1/2" GAP REINFORCING NOT (2i N4 C HAIRPIN AC PAVING • SHOWN FOR CLARITY 3^ 12" AT EACH ROW OF STUDS s � (OR FILL WITH FOAM) LAP 3'-0' MINIMUM (2, /5 PERIMETER ° BETWEEN SLAB AND WALL BAR:: AROUND OPENING • ° AT WEST SIDE ^r cNING. TYPICAL T ° °RGJECT NAME ° SLAB PER PLAN. REINFORCING NOT ° S _\ 1/4" NEOPRENE BEARING PAD SHOWN FOR CLARITY ' #3 TIES AT 8" O.C. .• f \�-- 1/4" NEOPRENE 3/4" PLATE x /4" x 12" 2^12^ P.T SLAB PER PLAN TYPICAL REINFORCING BEARING PAD ' I SON)S /4" X 5" 1/4 (2) /5 TOP AND BOTTOM RI NOT SHOWN FOR CLARITY ° BEND REINF. INTO TS 4 x 4 x 1/4 1" THICK x 12" PIPE SLAB. BEND ONCE ONLY INSULATION ON VERT. • • 1/4- NEOPRENE REINFORCING BEARING PLAN SEE 3/S5.2 FOR o k 1/4" KNIFE PLATE x REQUIRED I ANGLE AND EMBED ° ° WITH (3) 3/4" DIA. A325 .w 1" THICK x 12" PIPE INSULATION ^ WRAPPED AROUNG REINFORCING • '\ BOLTS. PROJECT PLATE THRU T.S. AS SHOWN CONCRETE WALL AND �g—�-- � REINFORCING PER PLAN STAIR STRUCTURE 3 16 1/4" CAP PLATE PER STAIR '' r 1 ELEVATOR DOOR HEADER 12 ELEVATOR WALL MANUFACTURER Lu 5. S52-11.dwg _ ,'_0 5 r� 13 P.T. SLAB AT OPENING SS -12. q 1 -0 552-13.dwg , _ , -0 14 SJ AIR LANDING SUPPORT � 5 S52-14.dwg 1 • 1 -0 U 1 NOTE DO NOT REMOVE P.T. SLAB PER PLAN TOPPING SLAB SLAB OPEN SLAB SHORING UNTIL TYPICAL REINFORCING BELOW � Z UJI WALL AND REINFORCING- � f /--PLATE 3/4" x 4" x 2'-6" ( 1 SPANDREL NOT SHOWN FOR CLARITY. /5 TRIM /5 x 4'-0" DO'NEL AT SEE 10 SPANDREL SUPPORT PER PLAN W/ (4) - 3/4" x 4" /S5.1 FOR TYPICAL SEE PLAN NELSON STUDS CONNECTIONS WHERE SLAB IS IN PLACE AND GROUTED BARS 12" O.C. USE RICHMOND -- c FOR ANCHORS AT CONTRACTORS _ f REINFORCING PER PLAN AT SIMILAR CONDITION 1 4 6-12 - IS PRESENT. --- - --------- - - - OPTION. SLAB TC SLAB INTERFACE -_— --�-- - _-- TOPPING SLAB STAIR STRINGER PER OCCURS BOTH SIDES PLATE 3/4" x 3" x 2'-4" l ��^ S iAIR MANUF. TOOL EDGE AND �� PROVIDE SEALANT - ZJ L4 x 4 x 3/8 x 2'-G" -- P.T. SLAB PER PLAN ° _-_-- r i REINFORCING NOT �\ L4 x 4 x 3/8 x 2'-6" • / / (4) - 3/4" x 5" ` S;iEET TITLE • CENTER ON SPANDREL � 'r� / CENTER ON SPANDREL SHOWN FOR CLARITY ,. ___-- W/ (4) - 3/4" x 5" NELSON STUDS NELSON STUDS � • • • . 1/4 6-12 COORDINATE JOINT GROUT TIGHT r �� L4 x 4 x 3/8 x 2'-4"- ��• LOCATION WITH ARCH. � 3/4" PLATE x 7" x 12"- SEE ,0/S5.1 FOR TYPICA: (RIMMED TO 3" x 3" TO SLAB WITH (4) 3/4" DIA. x 8" , , 2" CONSTRUCTION JOINT WITH • • --- QRENSroNs / 3" CONNECTIONS WHERE SLAB 1/2" PLATE x 10" x L5 x 5 x ,/2 x CONT. NELSON STUDS, PROVIDE INTENTIONALLY ROUGHENED IS PRESENT. A , 1 PERMIT 4.2700 CONT. HATH (2) 3/4' x AT (3) LOCATIONS TO SURFACE (EXPANDED METAL KEYWAY AND DOWELS j — '• RECEIVE STAIR STRINGERS FORM STOP) PER 1/S5.2 SLAB OPEN • CONST. SET. 4.10.00 21"No NELSON STUDS AT � TYPICAL ,� O O BELOW / n � PERMIT SE T.- 3.29.00 1 4 4-12 s O O �TYPICAL SLAB AND u • REINFORCING PER PLAN �1 � CHECK: TN 15 SLAB SUPPORT AT SPANDREL - REINF°RCE - DRAWN BY: PEM 16 SLAB EDGE AT STAIR B R$ A, 5 552-15 dwq , . , -p 10" o.c. EACH WAY. 17 CRANE OPENING INFILL 5 552-16.dwg , . , -D 5 , - $ 2-17.Jwg , _ , _° 18 SPANDREL AT SLAB OPENING PROJECT: 99!-21 5. S52-18.dwg 1 . 1 -0 - t 1/26/2000 14:7.4/ PEM VLMK PLOT DATES: 1/28/2000 11:3.18 PEM S5w2 2/14/2000 19:31.7 PEM ' 3/24/2000 16:23.51 PEM 3/28/2000 14:36.49 ARM 3/28/2000 15:3.57 ARM 3/30/2000 :27. 9 ARM _6D LRS ARCHITECTS 97 4/77/2000 15:27.49 JS 99277S5.2.dwg 4/2 /2000 15:15.40 JET 12125 SW 6 th Ave. BLIP 2000.00112 29 01 30 R 1 - .\,`+W+.v::,;..ww ..".,. SMI.#PWS.INS.4WM►xtlll'.i`�,y 'p�¢.tT°G.atlMMJIM.'iV Nplt'"' MIN .. Cm III11 IIIIIIlII!III!III!III!III II!III !III!III Ilii !III I II !III!III !III!III 11!1!III !III !III 1 1)1111 !III III !III !III III !III!III 1111 Illi !III !III !III 1111!III !III!III !III !III 1111 1111 !III!III!III 11'1 !III !III !III !III r ,LE6IBIUTr sralP o ; I I I I I I I I I I I I I SIRIP. _ ,0 M .I 0x1 b t o I I l a I II+ Ile II7 Ile 110 alo all alt 213 2l4 2'5 210 217 26 29 310 CDX11.. .,;;.,,,,d...t_ ate...,,,lw:,.aawe•iW, _ :......,-.. :; - .. . _,....W--._........�............__.....��_..�-_.-_._�.....-e........._ _ - ___ _ ..�..._ - ..-.._......_...._ _ - .. �I •4 Y J ♦ IMS♦ TS COLUMN ` b `y� 55 3 1 DIMENSION PLUS12" PLATE xUI�MN- , 4 PER PLAN • __ _ ��__ __. _ 3/4' PLATE x , 1 --- y LI'10' WT NELSON 3/4' -� - x � T•�PFIN; SLAB C y 3 7 FACING BEAM S� S53 4 - - 55 3 OCCURS, SOME7-7 S , CONDITIONS - NOT T�P T �� ' �� 1 - - SHOWAv FOR CLARITv - - TS BEAM PER \ / l BELOW i 11 6 PLAN ISATEEL TS COLUMN PER PLAN I ----- --- — PROVIDE BONDIN^ - ^ PT STRUCTUJRAL - -- - f �- -- --- COMPOUND BETWEEN SLAB - ------------------- --- SLABS - TrPiCAL -- - - ' 3 TYPICAL BEAM COLUMN CONNECTION + - — -- -r COLUMN BASE 553-1 dog I112 1 0 C S`-3-2 Cog 2 _ + B 1 I.--- ---_ - --- 11?1 -:'V Salmon k *3� X38 Suite 100 Fax 503 221 E ' c,10 � Portland OR 91705 1 ,� i. Tel 503 221 l.?l 20 TSISx6 x 1/4 ,n`) � _—. _� � _ ,55 3 S`3 � T `✓ SEE -F - --- - - �- - - LAN TVP P TS COLUMN 13.5' tpJ --- - - BELOW �� PER PLAN I ?1 P. z Fc c_A SSSS ---- - BELOW C i ?S BEAM �_— _-.-_77-777 3/4' PLATE x 10' - ------ PER PLAN P ?_ 1�4 7� ■ 10 MATH (41 3%4' / / C _ DIA. x 6' NELSON STUDS WEST STAIR ENCLOSURE FRA�%,iNG °� -- – x 3/13' PLATE x 4' ' —� '/ C (3) TIES AT TCIP CONT WITH 3/4' - U 3 s ? 4 , -C ► , DIA. x 5' NELSON < Ste, �I STJOS AT 32' O C T PENTHOUSE FRAMING NOTES* 6 O , " COLJMN PER PLAN f 1 ---� 0.C,_a'c_ SFA•. ME'A_ ,E'K DECK TO BE VERCO TYPE 'N-24'. LAYS P ? BE - ---- - CGNCRE WA..-� GER c• AN ` �4 . 4 . 3,%9 x B' A SINGLE SCAN lii EA_M DECK PIECE NTH 1/2' J,AMETER PUDDLE WELDS A? 5 W- A 1/4- STIFFENER LCJ'ATIONS % EA-� SJPOCRT AND BUTTON PUNCH SIDE LAPS AT 24' 0 C • - "-°� ? jNLESS OTHERWSE NC''ED WELD TO MARGINAL MEMBERS A- 24' O.C. 4 31'6 AT CONTRACTORS OPTION, HILT DECK NAILS (I C.B 0 /4375) MAY BE UTiuZEC TC ,S5 3, 11 1 3/�161 '2' PLATE x 10' x 10' ATTACH METAL DECK IN LIEU OF WELDING HILTI ENGINEER SHALL BE RESPONSIBLE T NTH 4; 3/4' DIA, x 5' cOR SELECTING THE 4PPROPRIATE NAILING PATTERN TO MATCH OR EXCEED DIAPHRAGM BELOW - - - NELSON STUDS. - rALUES PRC'VIDED VIA WELDING CONTRACTOR SHALL SUBMIT FORMAL REOJES' FOR r CHANGE IN WRITING TO VLMK ENGINEERS FOR FINAL APPROVAL / L INDICATES ELi'VAT1C-N DF T;ic S'EE. rFAMING B=-'JM M META, DECK 1 COLUMN BASE r BEAM TO WALL CONNECTION EAST STAIR ENCLOSURE FRAMING �� S53-3 dog1'-0' 4 W Z I W Q LuW !—SEE ARCti. 7-7710 • —L6x4x5/IExCONT, rR 1/4 3-12 Q. V CORNICE PER TS BEAM ------ - IK VERTICAL BARS c v ARCHITECTURAL a- 10' C.C. HOLD PER PLAN . -C OUTSIDE FACE BUILT - UP r� �./ Q • ' Dw HEAD SEE AS SHOWN SEE DETAIL 8 _ - - - I,S BEAM cER PLAN cc S53 -- SEE 3/S5.3 FOR Q ^ 2 x B F T. TOP PLATE NTN _ 4 TYPICAL CONNECTION CL 1/2' DIA x S' ANCHOR BOLTS AT 498' 0C MINIMUM 4- (t OF (2) PER SIDE TS COLUMN - PER PLAN a" /---14 HORIONTA: 9ARS CIIIIE- 'SEE ` - , _ EAR NTC 2CJLJMNG3JNC TRACK METAL STUDS = j ' EACH AND TRACK --------_ _ _ _ - - _-- - 3/8' PLATE x RECD• 4 • ` STUDS Ai mcNiMUM (4) - \— 0+0 10 S K W1, TO BUILT UP HEADER NTN 3,'16 1/4' STIFFENER--i' CORNER L4 x 4 x 1/4 x CONT-/ (3) 6DDCC16 STUDS AND EACH WINDOW HEAD x b- x REC'D � / - P T SLA" PER PLAN WITH 3/4' DIA. DRILLED (2) 16 GA TRACKS SECTION PRE - DRILL 4- REINFORCNG NOT CONCRETE ANCHOR BOLTS AT HOLES IN PLATE SHOWN FOR CLAR,'' 48' C.C. MAX. , PER PLAN ST�LQti.I A- •E- : - DECK SUPPORT DETAIL 8 STOREFRONT FRAMING DETAIL 9 STOREFRONT FRAMING DETAIL " CONCRETE STEM WALL 5. S53-5.dwg 1 1/2 = +.'-0' 5 553-6dwq 1' S53-7.dwq 1 1 -0 r" 553-1C.dwgmwft _ -_• J Q uj 0 cc Z O , V QREAS111i d 2;.00 CONST SE d 10.00 PERMIT SET. x 29.00 LCHECK: DRAWN Br. FcN g i . PP:OJECT.• 99VI I VLMK PLOT DATES' 1/26/2000 1 i PEM S5w3 1/28/2000 11:3.18 PEM 2;'14/1000 1991:3.1:31.7 PEM 3/24/2000 16 25'1 PEM 3/28/2000 10 4.34 ARM 3/28/2000 14 32 45 PEM 3/30/2000 11:30.58 ARM 4/7 2000 11 14.48 JS © qs APCH'7CIS 4/7/2000 15:53.52 JS 99217S53 dog 4/27/2000 'S 18 58 JET 12125 SW f9th Avo t OUP 2000-00112 30 01 30 i J I �II I�f;l II ill I` HI 1111 1111 q�►o. 10 11 12 1 11 18 17 18 19 20 21 22 2 •. A LE6I8IL?tt STRIP is 3 2 n 25 2F, 217 I, -