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13221 SW 68TH PARKWAY-10 kA INDEX OF DRAWINC�AS_-__ $ fl.1 COVER AND INF09MATION SHE,T t. CML DRAWINGS --- C1.0 SITE PUN7 y RIANGLE CIA TOPOGRAPHIC SURVEY (OOr INGLwR-0) �4 C2.0 SITE GRADING PLAN C3.0 SITE UTILTY PLAN 9 C4.0 EROSION CONTROL PUN d NOTES C5.0 DETAIL SHEET .0 0 C8.0 DETAILS SHEET W if CO [ R ARCHf i FCTURAL DRAWINGS Y, A1., WALL TYPES�3UILDING III L9 U N h O m A2.0 BASEMENTFLOOR PUN RPO ,FNATE ==� A2.1 FIRST FLOOR PUN A2.2 SECOND FLOOR PUN �LTerwwWJ A2.3 THIRD FLOOR PUH A2.4 FOURTH FLOOR PLAN -- A OR �® TENANT ���� ��� ��� TI p ARD /{/'� � A2.5 FIFTH FLOOR PUN ■/�./�`Y` +jV/� :,E A2.6 ROOF PLAN 4850 S.W. N.awdam Avow* A2.7 ENLARGED FLOOR PUN Suite 220 A2.fi ENLARGED TOILET DOOM PLANS k ELEVATIONS Portland, OrMJOn 97201 A2.9 ENLAPr,FD TOILET ROOM PLANS 6: ELEVATIONS Phone! (503)299-6000 A3.1 BUILDING ELEVAIIONS FAX: (503)299-6703 A3.2 BUILDING ELEVATORS A3.3 ENLARGED ENTRY ELEVATION ! PUN A3.4 TRASH ENCLOSURE PLAN AND ELEVATIONS A3.5 ENLARGED ELEVATIONS/BRICK PATTERN A3.6 ENLARGED ELEVATIONS/BRICK PATTERN STRUCTURAL ENGINEER 000�ANALY� A3.1 MONUMENT SIONACE A_R_CHI i ECT CIVIL ENGINEER -------------------- A4.1 WALL SECTIONS - FOR REFERENCE ONLY PASED ON 1994 EDITION UBC W/ 1998 AMENDED, STATE OF OREGON A1.2 WA--L SECTIONS - FOR REFERENCE ONLY EW KPFF STRUCTURAL SPECIALTY CODE AS I ENLARGED IDBBY ELEVATIONS GROUP MACKENZIE, INC. GROUP MACKENZIE cNIJ NEERING INC. A5.2 INTERIOR EZVATIONS CONSULTIN a ENGINEERS OFFICE A5.4 MERIO ELEVATIONS 1 \ OFFICE BIIIWINC TYPE B ASA IM ERIOk EIEVAT:ONS 0690 �. 14j. BANCROFT STRr FT 0690 S.W. BANCROFT STREET oma BUILDING ,z7s,o Au.9 SASEFIRST FL R JNGGENU RAN P.C'. BOX 69039 111 SW FITH AVENUE BASEMENT ,x281 A6.1 FIRST D FLOOR CEILING PAN P.O. BOX 69039 A6.2 SECOND FLOOR CEILING PUN SUITE 2500 CONSTRUCTION TYPE TME fi - FOR A6.3 THIRD BOOR CEILING PLAN ASA FOURTH FLOOR CENNG PUN P:4TLAND. OR 97201 -0039 PORTLAND, OR 97201 -0039 PORTLAND, OR 97204 dIOW RIF OOR AREA A8.5 STAIR FLOOR DETAILS PUN PHONE: 224-9570 PHONE: 224-9570 OFFICE BUILDING 38,900 50 i% (TABLE 5-B) A7.1 STAIR PUNS & SEI SECTIONS FAX: 228-1285 PHONE: 227-3211 A7.2 STAIR DETAILS 8 AILTION3 FAX: 228-1285 AREA INCREASES SFPArATI - N 4 A7.3 EXIT STAR a DETAILS FAX: 227-7980 MULTIPLE XN ON 4 SIDES - 700X A8.1 DETAILS SHELL STRUCTURAL ENGINEERING MULTIPLE STORY - f00X A8.2 DETAILS SHELL 1(F�gEt>Qlroef6 A8.3 DETAILS SHELL 11111 SW FlfN .4ve. TOTAL A-OWAE LE FLOOR AREA AB.4 DETAILS SHELL Suite 2500 OFFICE BUILDING 319,200 SF AB.5 DETAILS T.I. Portland. Oregon 97204 ABA DETAILS T.I. Phone: (:103)227-3251 Bull DING HEIGHT ITARy 5L-W ABA WINDOW SCHEDULES FOX: (503)227-7980 - ALLOWABLE I6o'-o' A9.2 WINDOW SCHEDULES CONTRACTOR (12 STORIES) MECH/ELECTRICAL ENGINEERING ELECTRICAL/MECHANICAL ENGINEER LANDSCAPE ARCHITECT - PROVIDED 72'-0- (5 STORIES) STRUCTURAL DRAWINGS KOFACE SCHOM IC- - 5TH FLOOR ELEVATION 54'-0' 6542 SE Lake Road S0.1 STRUCTURAL NOTES & DRAWING INDEX Mlwaukle, Dragon 9722E THE OFFICE BUILDING IS PPY LADED WITH AN AUTOMATIC FIRE PROTECTION INTERFACE ENGINEERING INC. G%ENWORKS SYSTEM AND AUTOMATIC SMJKE DETECTION THROUGHOUT S2.1 FOUNDATION / BASEMENT FLOOR PUN Phone: (503) 659-6394 R &_ H CONSTRUCTI7N CO. S2.2 SECOND FLOOR FRAMING PUN Fax (503) 659-9029 E 542 S.E. LAKE RD 8001 NW 6TH AVENUE S2.3 SECOND FLOOR FRAYING PUN FIRE RESISTIVE REOLIIREMEN� 32.4 THIRD FRAMING FIFTH FLOOR FRAMING PUN CIFEENLANDSCAPE OR PAILI.NAUKIE, OR 97222 SUITE 327 1530 SW TAYLOR ST. EXTERIOR BEARING COLUMNS 2-HOUR (OSSC, TABLE 5-A) S2.5 ROOF FRAMING PLAN 800 NW 601 EXTERIOR NON BFARING WALLS NC/NR (OSSC, TABLE 5-A) S3.1 MOMENT V BRACE FRAME ELEVATIONS 800 NW 6111 AVE. PORTLAND, OR 97209 PORTLAND, OR 97201-0039 INTERIOR BEARING WALLS 2-HOUR (OSSC, TABLE 6-A) S3.2 WALL ELEVATIONS Suite 327 PARTITIONS - PERMANENT 1-HOUR (OSSC, TABLE 6-A) S3.3 WALL ELEVATIONS Portland, OR 97209 PHONE: 655-6394 PHONE: 22 -5612 PHONE: 228-7177 FLOORS, • FLOOR-CEILING 2-HSR (OSSC, TABLE B-A) S5.1 CONCRETE DETAILS Phone: (003) 222-581: 2 ROOF 6 ROOF-CEILINGS ,-HOUR (OSSC, TABLE B-A) S5.2 CONCRETE DETAIL, Far. (503) 222-2283 X: 222-2283 FAX: 224-3638 SHAFT E'N'CLOSURE 2-HOUR (OSSC, TABLE 6-A) S6.1 STEEL DETAILS =_=1 FA TABLE 5-A S6.2 S.YEL DETAILS CSSC ProJe..t FAX: F;59-9029 2 HOUR ) STAIRWAYS E 56.3 STEEL DETAILS 36.4 STEEL DETAILS TMANIOLE rX)FPORATE MECHANICAL DRAWINGS PARK BUIJ _-- � . �Df to ■ Y2.0 BASEMENT FLOOR FUN - HVAC M2.1 FIRST FLOOR PLAN - HVAC CITY OF TIGARD M2.2 SECOND FLOOR PLAN - HVAC AppIOV6d.............................................. { M2.3 THIRD FLOOR PUN - HVAC FOY Cor10itlonRlly AppoVEWf...................he Work m .... ( (: M2.4 FOURTH FLOOR PLAN - HVAC ERMITI _ NO. ,. M2.5 FIFTH FLOOR PUN - NVAC SBe Lotter l0: allOW..............................( j; SYMBOLS AND REFERENCES M2.6 ROOF PUN - HVAC ABBREVIATiGNS M8.1 SCHEDViS - HVAC Minch"-•-••••• • •-•. M8.2 SCHEIIULES/LELENO - HVAC By: Mtlreee: j )• E INSIDE DIMENSION R RADIUS SECTION Y8.3 DETAILS - HVAC y-'--'- -�-DBEs: •• L�� _ A8 ;"OR 80.T DBL UONt>4 I INVERT ELEVATION RAO RADIAL � AC ASPHAL::C CONCRETE DI DI DRINKING FOUNTAIN INSUL INSULATION FOO ROOF MAIN BURDS:G SECTION NEY MARKS ADO ADJACENT DIA DIMEEIER Mi INTERIOR FEF REFTRENCE SHEET © GROUP MACKf.X2I tB98 .. AFF ABOVE FIN ,T rI.OQN DRE ONFMSON P2.0 BASEMENT FLOOR PIAN - PLUMBING oiEAALL PoG15 RES7tK.D ALF ALTERNATE OL DEAD LOAN RENF :ItEINFORCING Bi CATEGORY QUOU ORAMM MC TF. PROPERTY IY O e ON DOWN AT JOIST RED REQUIRED CATEGORY P2.1 FIRST FLOOR PUN - PLUMBING (ROUP R REPRO E .';O ARE NOT lO s N11H ALUMMW REV REVISION P2.3 SECOND FLOOR PUN - PLUMBING USED OR REDRO WITS ANT A ANm AFLAUNMOOOfM DOOR AT ioAo RM Roots PL3 THIRD FLOOR PUN - PLUMBING c MOur PRIOR WRITRN PfRY.,51q;^ g I APPROX APPROXIMATE 05 DOWNSPOUT A LL LIVE L AL RN RCOw NPENtNc SECTION - P2.4 FOVRiM FIAOR PUN - PWMBINC ----W' A.. G ARCHnCCr(URAL) OWc ORAININc RDW TIGHT OF WAY REVISIONS:I= AS AIRSHnWER MAX MAXDMOM P2.S RFP! FLOOR FLAN B PLUMBING E65 EXTERIOR INSULATION FIN'SH SYSTEM MEW MEAIANICAL SAC SUSPENDED ACOUSTIC CEILING SECTION KEY MARKS P2.6 ROOT PLAN - PLUMBING �1yqyPPPPX,,,,, 166,8P��MR B/ BOTTOM OF EIEV ELEVATION INFO MANUFACTURED 23 SHEET F Po.1 SCHEDULES/LEGEND/DETAILS PLUMBING ;9W REVISION EDITION RD BOARD F1.ECr ELECTRICAL MFG MANUFACTURING SIG SHEATHING - 3YtRO tl.05NC, DATE SIM SIMILAR ti Po.2 MISER DIAGRAMS - PLl'MbING E:TWH BETYAEEN EV EQUAL MON MANUFACTURER SPEC SIMILAR ON � CATEGORY \\' FLINN WILDING COST EXISTING MN MAN HOE gg SQUARE 6�Z8�?S Wx 91.00• EMP JT EXPANSION JOINT MIN MINIMUM 55 STAINLESS STEEL I " DRAWINGS B EG BLDCXING EXT EXTERIOR MISC MISLELLANEG)s STA PT STATION POINT DETAIL/ ��� - Rim 9ENCH MARK MK NARK STD STANDING WTT BCnON r/SrM FOS FAGS OF STUD YO MASONRY OPENING SUSP SUSPENDED 1 - RRO C BEARr:O PLATE F/WALL MW FAQ: OF WALL ELEVATION KEY MARKS SHEET / FD FLOOR GRAM N1c NOT IN coyrRArr I/ TQ' OF SUB_ E1.0 SCHEDULES/LEGEND I ELECTRICAL -T CB CATON BASIN FDC FIRE DEPARTMENT CONNECTION HO/0 NUMBER INK TH!O((Nc55) SUB-CATEGORY E7.1 SITE PUN FL ELECTRICAL Of GATT (FILM FE FIRE tYBNGU1511FR NOW NOMINAL TS rU� STEEL CATEGORY V' E2.0 FIRST FLOOR ROOK PUN/ POWER/SIGNAL W tXI JOINT FIN FIR FINIS, BOOR NTS NOT %0 SCALE w TRt-UP _�_ � E2.1 FIRST iL00N PUN - POWER/SIGNAL --- E CENTER LINE FIN OR FINISH GRADE TYP TYPICAL G i � E2.2 SECOND FLOOR PUN - POWER/SIGNAL MG CF.11JNG MR FLOOR O/A OVERALL DETAIL/ i � p�7•�� r_ -- OR CLEAR FOC FACE OF OMCRETE OC ON C� TER FTT/1 A+SM E2.3 T/I'RD FLOOR PUN - COWER/SIGNAL $ftf�f TITLE: TAM CORRUGATED uiiAl PIPE FND FOUNDATION 0O OUTSIDE DIAMETER UL UNDER MINERS LABORATORIES 12 f ran �+�1A+ E2.4 FO JRTN BOOR PUN POWER/SIGNAL ONU CONCRETE MASONRY UNIT F'OIC FURNISH Bl' DINNER INSTALL BY CONTRACTOR 010 OVER HEPD DOOR U/S UNDERSIDE DETAIL REFERENCE NARKS SHEEP '�W'y „ •-� j. E2.5 Fl!TH FLOOR PUN - Pi'NER/SIGNAL [b CLEAN OMIT FOS FAVI ON S11A O°NC OPENING WHO UNLESS NOTED UTHERY75E SUB-CATEGORY 17 ' E2.6 PJOi PLAN - ELECTRICAL Co. W1uMN FOw FAEZOFWAu OPP OPPONN \LFII VERTICAL CATEGORY �+ t E3.1 IST F1110R PLAN - SIGNAL TITLE SHEET E.2 2ND FLOOR PLAN SIGNAL COIC U (;FNETL EET FT F /TOOT 0/S OJrSDE •.EST VESTIBULE - - i .. COM L'ONN[CTION FTC FOOTING E3.3 3RD FLOOR PIAN - SIGNAL CONST CO/STRUCTION 'PJ PANEL JOINT W/ MIN ROOM NAME_ CONT CONTINUOUS GA GAUGE ! PLATE I 80 BASEME3.4 4TH ENT FLOOR PUN PLAN NA LIGNTINC CONE WFMUGATFIXIM) PUM PLASTIC LARINAlE WC WATER Q.OSET 1 OEN GENERAL CD PLYWEI PLYWOOD WD wOQ.` ROGM/SPACE IDENTIFICATION 101 E)(I3TYJCi FARA16a8 E6.1 FIRST D FLOOR PIAN - - LIGHTING CSp CON(REYE SEVER P:CI GEN WAVE PIC PUN, VINYL CHLORIDE W/0 MTN XT WOO CENT`-T+ � BR sn�uy BOARD PwT PAVEMENT W:' WATFF PROOF R� /)/ NV�IRANCE B�JO' EB.2 SECOND FLOOR PUN - IHTING G E IT PRESSURE TW..AT!D WR WARR RI WNT \ /R E8./ FIFTH FLOOR PUN LIGHTING WYM WELDED WERE NEST - d -1JJ/ryFS HB POSE BIBS WON WATER HEATER NO: Hollow CAKE 11_ DOOR / EB.S FIFTH RDOfl PUN - LIGHTING j DOOR SYMBOL NUMBER �- / NOR ' SEE DOOR SCHFDUI_ NOFITN N EB.1 POWER RISER DIAGRAM NW NAROWARF E8.2 PANEL SCHEDULES Hy NaJ.oW METH E8.3 O,.TAILS - ELECTRICAL DAIS: WA NPN HAZARDOUS Pa6�'STIDFI MATERIALlvr - LL TWE E8.4 DETAILS - CIECTRELECTRICAL2�8�9iJ HaRIZONtA. WE SIMROL HIT; HEATING 1:8.5DRANK BY: HMD I DETAILS - ELECTRICAL Raw WALL Ti P HVAC HEArINf., 'I'.N'LLADON AND AIR CONDITIONING VICINITY MAP SLAB ELEVA710N CHANGE CHECKED BY:FPA / LANDSCAPE DRAWINGS SHEET o O 1.1. PUNTING PUN "Y u. WINDOW TYPE A L2,C U PNTING 8 IRRIGATION DETAILS I D L T A(I e T'.' I 6/18/96 I0POGRAPHICe SURVEY (Prwldad by WVdlake Consultant* In..) OFy JOB 40. 29804:1 I?'l l SW 6W' P:ukwey �nrnw ,• T1-- 797 NIIr•'OAIRI I REVISED T.I. PERMIT / CONSTRUCTION SET: JUNE 26, 1998 If this notice appears clearer than the JUN 0 22000 w .; nmeHl, the document is of nlnrRinnl Runlil Y. +` '" I111Ci't/II�i11C[) I, Ii1111�� ii IWilwl�Ih�Illll�ljl�l(I ,Ii ' IP�' ill I ;II I ;i I 1' �14 !i�iU�i "gi�l1 �!�I,I l l�ipl;�ipli� I 1p�l�l�ljlj' i�l!II � �� t a _ s - III II !'.I I II I I Til 1 P I Lila lell T . r y: ,ar,yiBYetl-ui'3t{eIX1,&Li .WWt� %Ld'"Y� :.' .'{^a14e&V9'. .) LwXs vo moi_, - �4 iS _. r N, r' ra 4-6 kms; Fr • M+00 t d[ - _ EJ GYP BD " -- - DOUBLE: LAYER "GYF� BU" GYP BD -� - XATT ~ - - 2 LAYERS . -GYP BD -� + " _ • METAL STUL'S �� METAL STUDS AT 16 oc _ -- METAL STUDS ���~ -- '� _ 'CURS - IASULATION - 2 "C-H METAL STL117S AT 24"oc -�'~ 1 - 3 SOUND ATTENUATION BATT IN:A)LATION P2 CERAMIC TILE EACH SIDE AS OG �� 1j� MI_TAL DECK 3 SOUND ATTENUATION BATT INSULATION S -^ - 01-ASS MESH MORTAR UNITS OR - 1 c SOUND ATTENUATION BATT INSULATION - DOUBLE LAYER "GYP BO - H ERE INDICATED ON iIRAWING --r - METAL SIDING - 1 aFy,1FTLINER 1 GYP Bp - GYP BO EACH SIDE A5 OCCURS - 3 METAL STUDS �- - 3 SOUND ATTENUATION BATT INSUL EA SiDE P1 UMBING CHASE LETWEEN STUDS 0- w0 w 4JGo•��. 1 r,q �n, �( AT WALLS INDICA'IrELz TWO HOUR RATED ON PLANS PROVIDE UL DESIGN #U43 AT WALLS INDICATED ONE HOUR RAVED (.N PLANS PROVIDE UL. DESIGN JU465 AT WALLS INDICATED TWO FLOUR RATED ON PLANS r ' T ONE HOUR RATED ON PLANS AT WALLS INDICATED O PROVIDE UL DESIGN #0474 PROVIDE UL DESIGN #11465 C SP 4650 S.W, Macadam Avenue Suite 220 Portland, Oregon 97201 Prone: (503)299-6000 FAX: i'503)299-67A3 ° �' ALL LP [Pa3PENTH�U�E V11ALL 5 STAIRENCLOSUREP'I INTERIOR PARTITION P2 PLUMBING CHASE_. - _ P� �����' W �_•- i ---ACOUSTICAL BATT INSULATION WHERE INDICATED ON DRAWINGS ------------FIRE SAFING AT FULL HEIGHTi --'----SUSPENDED ACOUSTICAL RATED WALLS BETWFXN FLUTES PANEL CEILING `-�-,-LOOR/ROOF STRUCTURE ABOVE r --- METAL DECK AS OC+�iJRS J 2 ----- A1.1 � -- 20 GA 3 5/8" METAL STUD BRA.CIN tF A1.1 r v q / OC FLOOR STR SHEETEMETAL 0" • v / ( ) i -.� / SCREWS AT EACH END. BRACING - •T-"-GYP. 130. EA. SIDE DEFLECTION SP/.CE of +n / / TO BE �RPER EO PERPENDICULAR DISTANCE -- INTERSECTING WALLS OR HORIZONTA DO NOT FASTEN S rUDS � � / BETWEEN PERPENDICULAR 1 1 v I I OR GYP BD TO RUNT LER a ETAL STUDS /---METAL STUDS -�.�J �/---`---METAL_. STUDS CL \ / / / 4.5' 88'-BRACING BETWEEN WALLS EXCEEDS r---BOTTOM TRACK TO FINISH STRUCTURAL ENGINEERING ? _ t MIN �/ FLOOR WITH POWDER DRIVEN w — CONT 1B GA METAS. C ANCHORS AT 4'-0" O.C. �' —SUSPENDED CEILING 111 SW Fifth Ave. FASTENED TO DECK ID 2'-0` w 50UPJq ATTENUATION INSULATION �`` Suite 2500 a z OC STAGGERED w' —SOUND ATTENUATION INSULATION J WHERE INDICATED ON DRAWINGS `\ \ `—' CUT TILE FOP TIGHT Portland, Oregon03)297204 U.) X f-CONT ACOUSTIC SEALANT i�l �' �J FIT AT WALLS (n WHERE INDICATED ON DRAWINGS Q I EACH SIDE AGAINST TRACK Phone: (503)2.27--3251 (: �- ' -_-_ ! NO SEALANT AT SIM GOND w �� CASING BEAD USG 200—A Fax: (50:0227-798U -FiRE SAFING SEA!_ANT r 7YP EA SIDE OF TRACK - CONCRETE SLAB (w _ ATTACH STUD TRACK �l- ---- v� DIRECTLY TO GRID MECCA/ELECTRICAL ENGINEERING --- -------- FASTcN RUNNER TOR GYP BD EACH SIDE ACE B W- z 22 9 2'-0" oc .� 6547_ SE Lake Road Milwauk- I 3 \ Phone:le(5033)) 659-on -6394 t A1.1 `�----- METAL STUDS 3 ��----- __-CUT-CUT TAPER OFF GYP.BD.AT WALLS Fox: (503) 659-9029 ' A1.1 L1 FLAT BASE WHICH RECIEVE -^ — LANDSCAPE �, a WALL TO SUSPENDED CEILING 300 NWGFED6th VE GYP BD PARTITION at METAL DECD 3 NON-FEARING W�►t�L AT FLOOR I 4 T_ YPIAL INTEIIc�R WAL.� _ r_ _ -- . ; site 327 1 WALL TO STRUCTURE ___ _ - _ •I ► A„ 3 I A1., TYPICAL 3"=,'-D /4"=1'-0" Q Portland, OR 97209 3/4"=1 —o Ail --- 3"-1'-0" A1.1 3"-1�-0" Q ¢ Phone: (503) 222-5612 Fax: (503) 222-2283 �.•.� ' Imo•_...-- -;ZOOA EACH SIDE AND CAULK P5 =`� WITH BACKER ROD Project Nx, " . :� ' j'_5•• _ __ � CONCRETE SLAB ON / 20 GA. 3 5/8 METAL STUDS BRACING TO FLOOR STRUCTURE AT 6'-0" OC • � �--'` _ �/ METAL DECK •�A{�.-E ` / W 2) #8 SHEET METALSCREWS � � ASI EACH END. BRACING ,O BE ---�" JOINT ���A� PROVIDED WHERE DISTANCE BETWEEN / -�.—V'—✓—�`�, `�'— �_..---- a• � d • . PARK BMIDM 14 ,5. PERPENDICULAR INTERSEC7iN _ RERjRN WALL O SIM GOND. _ _17Q - -- ,�•L' WALLS Gf.' HORIZONTAL BRACING BETWEEN WALLS rXCEEOS 8'-0' OG i.-,____..__ �""'..�- '�..�`_i.._./'�_•/�_.'�./� �_ Ai v `�-'-- --` -- "-- SOUND CONTROL DBL LAYER GYP BD f I --- -,---- . I- ---i INSULATION BOTH SIDES �I? i I Am STEEL BEAM SEE PLAN -GYP So PARTITION SEE PLAN r t[ SUSPENDED CEILING ATTENUATION LINE OF SILL A5 OCCURS � � .� ,�, �•I. ' �- DEFLECTION HEAD SEE —GYP BU -- --"1 IJU� J�. �/V 2 /A1.1 SiM �� .✓T ALUMINUM CEE TO MATCH STOREFRONT � W/ 1X1" RETURNS BY STOREFRONT MFG �` SiISPENUED CEILING � �'-"'� O GROUP MACKENZIE 19<J8ALL t, \ iTS RE CUT TILE FOR TiGHT THESE DRAWiNGSCARE THE PROPf,RTY OF . . cn I '^-' --METAL STUDS \ Fit AT WALLS Q �— _.___ __-__-- -- _-_. ___ �� r FIRE EXTINGUiSHEF? — —METAL STUDS GROUP MACKENZIE AND ARE NOT TO 6E J -� CA'NG BEAD USG 200-A CABINET Nay;. WITHOUT PRIOR WRITTEN PERMISSION '' �_ ��• \ � •-- ATTACH STUD TRACK USED OR REPRODUCED IN ANY HAMMER, UJ DIRECTLY TO GRID PLAN PROV DE CAULKING AT ALL TRAC< TO STRUCTURE REVISIONS: :Yr ;YP BD EACH SIDE LOCATIONS PER 2dr.3/A1.1 4 - _ NEOPRENE SEAL `� N ------ --- - - R SIGN v -�- ------•-BASE AS OCCURS � � � CLOSING DAlE STOREFRONT GLAZING METAL STUDS 1 6/26/9-8 —CONCRETE SLAB SYSTEM ON 6 WALL TO SUSPENDED CEILING 1 - --� �o EIRE EXTINGUISHER CABINET `� STAIR - 6 TYP NON-BEARING PARTITION WALL I 7 WALL AT MULLION _ � - • �' CO � ---------- 3"=1'-0 I 1 NTS I AS.�� 1 1/2"-1'-0" I --«--:--r --'------- 31.w1'-0" I A1.1 3"=1'-0" ! Ai.1 TYPICAL_ a a - --1--�-- -- --200A EA^H SIDE AND CAULK Atl VARIES Pa �✓ /---- WITH BACKER R00 SHEET TME: ,---------CONCRETE SLAB ON F / 1 1/2"VARIES 1 1/4" _..- ` . METAL_ DECK P5 " �r�� CONCRETE SLAB ON< >11 j -�` ,,,,--SOUND ATTENUATION BATT - _ METAL DECK hf --FIRE SAFING BETWEEN — -j!".t JOINT �'`'� �-- FLUTES AS OCCURS / " MTL STUD ETAI LS — BENT Q SEE STRUCTURAL. �-r� r ..r. -FIRE SAFING BETWEEN irk- — '314AFT WALL STUDS —ALIGN WALL FACES FIJJTES AS OCCURS —UNE OF DECK AS OCCURS ' LINE OF DECK AS OCCURS - — 'n�a EACH SIDE AND CAULK 1 5/19" METAL STUDS —� WITH BACKER ROD -I%- METAL STUDS '�-.._. P4 _ I --�14 CONT EXTEND 2'-0" PAST -- --- STEEL BEAM SEE PLAN --- -BENT R - SEE STRUCTURAL OPFiINGS .2i_ RAI _ - I I s/zF/a� . . .; • JOINT 14rGA CLOSURE -STEEL BEAM SEE PLAN3/S8. .r-- __ STAf$ SHAFT SITE 7 _ DATE: -.---�" GYPSUM SHArT LiNER ,a.lAR3 '` ��--- --2X x 2)! x )(e 1_ 0'-4` x Q 32' OC - _` --•-"--'-•SHAF`TLINER C i° DRAWN BY: l STEEL BEAM SUE STRUCT. P5 i -._.-_. —-----DBI_ LAYER GYPSUM BOARD - NO FIREPROOFING _ CHECKED BY. �'/'�------DBL LAYER GYF' BD � - --�•`� C'7' SHEET " NULL g I t p5 - __ _--- PROV(0€ CAULKING '•.T ALL � -- - ( I t TRACK TO STRUCTL RE R MM•• _ ^ . • < (l `� :* ----ALIGN WALL FACES LGCATiONS PER 2131AI-I -2 HR RATED WALL_ Koff., JM. !� PROVIDE: CALLKtNG AT ALL PROVIDE CAULKING AT ALL IAT ELCVArOR GENERAL CONTRACTOR TRACK TC STRUCTURE TRACK TO STRUCTURE SOALL COORDiNATI SLAB EDGE AN+3LF OR /AI 11-i .�- LOCATIONS PER 2At3 — M I cJ08 NO. q_ • • • � LOCATIONS PER 2&3/A1.1 t�F' �r n{ - Rt�ruirtrME-NTS WITH ELEVATOR CONTRACTOR __ WALL tri/ �--, C.r`F� " C W ETWEEN SHAF1'S WALL L AT STAIR WALL AT EL 1 � AIR ENCLOSURE � Xa y I 1 tl T _ HAI . Mlr iw _ _._....— "VAT) � _...._...__.-.. ..._ •— 1 / µ 1'_ °n 1 1/L 1 ° . �Q IMIMt'HMN/�Mr 1}Ml t,k• ,.I.Oo AI 1�, _ — w _. 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I 3 0' itr -.... ..,,.e , ,.v. ,.n..... 1.. 1. ,.;, ,, L.;a=,. ,. h ;" .r.., �: .r..,�, ,r:, I .: .,„:lllr art a!^f, %•, Al ct-'•.,"nt f�P �r i1, t � U>. ,1 5 y i a: .Falb; .•° .:e, , .,,;y..u.r,xsr,-r e:': >w e,Ai: A Asa, .I.: ;. & ,l' Y .r,.YA dA.,x a ., � +.:Lf. �I"^� 1<�'1k' ��;. ?? , ?Ad+ .., .+ `'�'V^+fR". t .., .. x. , .77 a far ' t PAaPSwal „� rs � 0 � , , n y C', c t' w~. .._ ..,, . .... .... . .. .._.:. .. .. GENERAL N - - i 0 4D LEGEND _ _ __�_ --- .__ 1. ELEVATOR PIT LADDER � � p A. SEE STRUCTUR11 DRAWINGS FOR PILASTER 2• ;i'_.0" DEEP PIT r, is ONE HOUR RATED WALLDIMENSIONS 3. SUMP B. ALL INTERIOR WALLS TO BE IHR RArE_1) U.N.O. 4• MIRROR TO 8"--0" A.F.F. r' C. ALL. INTERIOR DOOR JAMBS TO t3E '4" FROM � INSIDE EprE OF CORNER U.N.O. 5. REMOVABLE. GUARDRAIL, SEE DTL 9/A7.2 ONE HOUR RATED WAIL - TO STRUCTURE ALLS TO BE SEMI--RECESSED FIRE: EXT JNLG11[SHER, SEE DTI_ 10/A1.1 Sf_'E DETAIL 1/A1.1 D. ALL INTE''IOR DIMENSIONS * INTERIOR W7 6, 3 " MTL STUDS 2'--0" Q.C. ',V/ %* TYPE "X" GYP. BD. ;. OF WALL U.N.O. 0 UNOF_RSIDE OF CHAINLINK FENCE r -=� 2 HOUR RA.Tr I7 WALL - TO STRUCTURE E, ALL INTERIOR WAIT TYPES TO BE P1 T a. + -- ---- J, NO r USED SEE A2.1 CEILING U.N.O. ETD. TO BE " TYPE X U.N.O. -t�RASII RAIL, MOUNT TOP OF RAIL. 3,6" A.F.F. F. ALL GYP. � v+ m �' s�,�0 1 G. SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION 11 PROVIDE BLOCKING IN WALL rOR TV. 5.. � L+qi I : *� C ;CRETE WALL o, N. SEE REFLECTED CEILING PLAN F�KI ADDITIONAI. INFORMATION ;,ROVIDE ARTICULATING TV MOUNT. 0 Ujj ,r 1+ SEE ENLARGED PLANS FOR DIMENSIONS AND NOTATIONS 12• WATER HEATER oo C-4 1 SM STAIRMASTER - PROVIDED BY TENANT K WALL THICKNESSES ARE NOMINAL UN4 c a •_,;n LC LIFECYCLE - PROVIDED BY TENANT � � � TM TREADMILL - PROVIDED BY TENANT L. EXTER(QR WALL DIMENSIONS ARF SHOWN AS NONINAt_ DIMENSIONS 14. (P1JOOR INTERIOR W/ SOUiIC A'TT'ENUATION, SEE llTti 4/A1.1 aG "> m TV TELEVISION - PROVIDED BY TENANT0,_AJ34, t r t } t3�E: I I Avan+se 4 1 4650 S.W. Macadam I I Suite 220 1 f i Portland, ('Negon 97701 1 Phone: ('503)299-6000 I FAX: (503)29+ -6703 4,2� 1 ► ._. __i I 1 ! 1 1 ' 1 F`� N J I I 1 D E ---30.4 : 0 C _ ._-- —T 1 A 254'—Ow _ 27'-60 -- - -- ------- 22'-6 _ _ -- ----__ ---___--------_ -- _ 4o_,o_ __ _ I -- 1 0 1 -40 0 10 _ m - _ I ING ._.... . ..-'r"'.,,,_..._._...--... ..,.__ � .....,, - NEER - _ I HALL_ 10 7 10 1 ip STR(JCTURAL LNG 1 _ _._. _,. .,_ __ — .—_ _ . ._.•.I _ __ - i _ � I �7 Bool � I i KP'FF� �y1 >t -- Ave. __ -_ . . . - - _ - -- _—.... __ J � � � I I 111 sw Fifth l _ _ _ _ _ _ J — I i -- -^ _ - I Suite 2:00 - _ — �T VESTIBULE 1 Portland, Oregon 97204 BOG2 I Phone: (`.;03)277 in �1-1 �I I Fax: (503)22"7-7960 " 15'--6 1 4" 1 1 2_` II 1 i d i i " g'_5" 15'--11" 9'-3 1�2 -2 3f4 - - 1 - o- I I N i , " I r 27-10 0 - 4� 10 i 1 ENGINEERING { 8023 a W-110• w 1 " 3'- 7 1 2 -8 1 2 _._ --------t .._ ----- , _— --r- -------- - - �__Y__ . MECH,EI ECTRICA_ ENGI r -42 SELake Rood ' i STORAGE ® _ -. _ -- -____ - j--- ..A''iiwaukie. Oregon t I I + - - j 1G Phone, 503) 659-6394 I. 9 --6, t• 11 I + I 1 - - - I HALL aDU4 In SPE:.._R i ? Fax: (503) 659-9029 1 --- ----------- --� - - - - ` B003 ---- , ► Lc' 8005 I �� I } 1 ,Lc I - -�- I _ 14 E J { �---� _. .___. ._ ._ LANDSCAPE f 1 I _ -- FC8 ~~ 1 - —WORiE UT--- - _.. l� - - -- - -- "* !� 8G0 NW 6th AVE. • 6 _- I- — j _ an 2 H� Suite 3?7 n 5 > Portland, CTR 97 09 I iI I _ L i 283 -- 5612 22 2 , ox: i r }, � _.� � hone• 0 � -----.'•}- ------ { -__-I--- -- _`- �TM 7 M SM 5 3) 2 --r M i I c- —:--- -- �c- k 010 I6 r 1 ST�IR '! I 3 ProJacT _E 1O 14 I =I - --- - n, A4. 'r I 0 1 } i 11 I '� i I OO ;i ` / 1 I _4 I I PARK I I I I c I_-_ ® .. -- -.- --.-_._. 1 HALT �I - -- ._. _- I 10 I (�(3�•�Q M 1 „ BUI�DIN l X022 F HALL 'i� 0I '`'', 10 �. 7.3 - - - - � •- I1 I I 10 , B00� to tO� �� 7�- - - -- ; A, - - 4 It -- UNE)MVATW AFEA 18020 �� i 1 2 - - ----- J »s� ' '1 1 `C` '�,,, ,1 �. ,ELEVj 1 F 3 MAIL ,I � - - ..------- - 3 A8 6 T B02� reLr- -8 1 2" 1 }��11� 12'-5 1/2" _ 1. 1/2" A8.6 tiIM '� ,!' 2 1.1/27 3• 7_Y; 6-5 -Na 3 ` - - j1% Few -- - _ -- - _- - — - - - 1 � rte,"•-•„ - - - - -_____ -1'- N I 1 r.'� - _ `._, .--•�. __ 10 r �� �VE TBIJI F � r- --_•�—i�•�s•►-�-= •--� `` HAL(_, rn \ I 012 I '' CROUP MACKENZE 19911 6 B01F.� I y 1 SHIPPING © ALL RIGHTS RESERVED PROPERTY )F i HGM 9 �_ �" AREA TfIESE DRAM KS ARE THE PROPS 1 I� io uSEDPOR F EPRODUNZIC CEDD INARE ANYNOT MANNEBR, 10 ( jAnICAjT PRIOR WRITTEN PFRMISSiON I ' 1 _ I I CJ ENS 1 I I N c-, _- SI NIT 1r� BON Ey -� 8013 C I o0 I REVISIONS: of t 3 v --- - { 1AM r�wsloN EDITION I j z CLOSING CIA 11 6, ( 6/26/98 R . HO HOWE 11 - LOCKER 1 N w _--•-+-- _ - ___ �I,I r3ot 4B 8015A - .............. -'__- 1 1 i----- v 1 ,1 C= = I i --_ - _ _ _— FOW -T=• — fI I -...— ' { I STAIR 7ZZ 1, _ -- - — S 1 li __ _ T1 RE: �.� A2.�J I __.. SHEET I -- �` A7.1 BASEMENT . ._ _ _ - -- - - ..______ - — " _ , �. �.� •"�• " PLAN 1. ,p 2 4. (A4 1 DATE: 3/18/98 DRAWN @Y: pfCMV , CHECKED 9y.PPA/DTR 1 ti. SHEET 11 fi/28/98 � u A 2 EASE-MENT FLOOR PLAN _ OF - . .__--- JOB NO 298041 pit 4 8 'I2 hr�ri►r p 16 TI-'29?33 REVISED T.I. PERMIT l C ONsTRU�;TION SET: JUNE 26, w s 221 5W hN Parkrvn_1' tiN 140 YY ,,. ,„; . . .�.• nnlice appears clehrer Iluiu the , ,TUN 0 Z � dattunlcnl, the dncunle'll is of m;u I;uull gnalil�', 1111C1'O>F1�T11C(� I. ,j I I I,I I I Ijl(1 I�{III 1 III) illll�� I�li�l � III I � I - - 1 IMCN Mi1D[NI glgN i---� µ —1� 1 ri, I 1 1111111 �i II Y � � I'! 111 IIII�illl{II!I�IIUI:!!!�!III!!IIIIIIItII!!I�ill,Illl�itutrtlli,CJli„ :, II (,,t•.:j1 I l�! !III till t 111 11 ” i , , : I rv . ^ a v ie!^n` -..' , : 'L�a.::"w:a,1. :u.:'i11.iY91� �I�I�rL "65U4LW16RN.: ,'....:. _ .. _. . ....uw...i�Cr'i�1Sx:,ut :.,..::._i.w...Kc,hh f - •.3 -- _ / � �F: ^ - .> a a' .. dh,; ra i;�Yl' I a:� ;s,v ry.6 y'�,..q; + .:,:3 ', .i i.... rFT ' x -,,' >.W ,C k':•7 P �:,, - ! -.,,!1 .!..kr,y:,, ; r ',l'.: r' `u�, .i' i{ i i ;.L ° ."7 :. a Ii7 a i. .: V. ria. 1.. �'�. t r f r.R d,y t r i w S ,,y., : s 1,, i h 1Y �'r ''bi S;i " °1'8 1 ..iI .4. , , ivR R 1 `t��f {rsi i t a tri, �; q ♦ i,"F rift, sLtt, pr,�� td r1111 A , �i YYI". Lz Jr it f i': '. l Pfw� , o / e " s '�s r , t ; �' i t(�'t ,1 , i 1,'✓, .1,�qt?,x i.es " ,,ih r r�rr.1, j S Gbh, ' -::'l; ... ,,:. , . rO,iiIGA' + 4u.roc:' r,., k ,. .._. ..�. . ... ,.. ,vt_..,.� ,.. a sed y�":� .L. ;y, 2 ;...., a. ''� .::_,3=,i kl'�.:. • :.._ - ;., .r ,:,eYr 1� I if ,p z. _ .. .... ,.• a_,. R� 'xa ... X�c'�•h?��J;aft.:�' s%Iu rr' ��.'ri17�6iy'�,.+1->I�n+t", r.- - �'..•,. _ . , 'i1!Sy".,?i.*c� .3 rte+",;'"xx.l ,l.".�K74dr:t1',M N ',:'" 9'$6"7E.:¢a 'p,`i r':?k;Ad1 &'r' a%*t::iy+Pl�,,}�h, �a �� ____._-_.-_.-__. LEGEND _�___ ____. __,__ -._- -_-__-_______..---._ L� m -- _ - - --� A. All INTERIOR DOOR JAMBS 70 BE 4" FROM .. RECESSED WAl"C-hFl MAT1. c • 1_ �'-"'-'-`=--� 1 !R RATED VVALL. INSIDE EDGE_ OF CORNER U.N.O. 2. PROVIDES FULLY RECESSED KNOX BOX FOR BJP TO 1C KEYS 24. INSET PATTERN WILL END O CORNER OF WALL. 0 --7t 1. ,1 r ` r° EI. ALL iN7ERf �R DIMENSIONS O INTERIOR WALLS TO 8E FOR FIftEMANS ACCESS; MOUNT TGA' OF f30X 9'-0' A.F.F. 25. 3" WIDE PATTERN O THIS END r � ,t. 1_,11 E_�-== � MR RATED WALL - (TO :�7RUCPURE) GF WALL U.N.O. 3. OPEN AF�U'vE tB. 30'-U` RADIUS �.��;• SEE UETMiL 1Jr^.1.1 C. ALL INTERIOR WALL TYPES TO BE P1 TO UNOERSiDE OF 4. EDGE OF FLOOR ABOVE 27. 42'-U" RADIUS EV - 5. ROOF DRAIN & OVERFLOW. PROVIDE :SOUND BATT �,�-3.2__4 R DIUS `� " =- _ 2 NR RATED WALL TO STRUCTURE ►_'EU ING ;.LN.O. SEE DETAIL 1/A1.1 SIM D. ALL GYP. Bp. TO 8E TYPE X U.N.O. INSULATION ALL AROUND �,�9. NOT Ur E. SEF IN ELEVi T'C"!5 FOR ADDITIONAL INFORMATION 5. DUAL LEVEL- DRINKING FOUNTAIN 30 '�tEtSES DRY, SEE 1/A5.2 Irmwr . r - al A f 7. SL:MJ-REl',ESSED FIRE EXTlN(fUISHEf 31. HVAC; SHAFT '- SFE ARCH AND MECH PLANS. - PRO�7DE 2HR RE,ASI CONCRETE F. SEE REFLECTED CEILING - LAN FOR ADDITIONAL ,NFORM lUN G. SEE ENLARGED PLANS FOR piMENS1ON5 AND NO 8. FLOUR SINK HOR.C. SHAFT TERMINATION 6" AEyOVE FIPST FLOOR/BASEMENT" 0 WINDOW SCHEb7ULF SEE SHT A9.1, A9.2 J. WALL. THICKNESSES ARE NOMINAL UNU 9e WAfER i-1EATER CEILING O EJOTIOM OF SHAFT o' 2 �' E K. EXTERIOR WALL DIMENSIONS ARE SHOWN AS NUMINAI. DIMENSIONS 10. INTER104? WELL W,/ SOUND ATTENUATION, SEE 4/A1.1 3L. (5) ADJUSTABLE F'-LAM SHELVES. c: 11. RELITE, SEE RELITE SCHEDULE A INTERIOR Ei_EVS SHEET ?/Ao_ 33. HOLE IN COUNTER, DIA TO BE fief(". FINISH INTERIOR EDGE. 0 0 r 12. ELECTRICAL F-ISLR, SEE ELECT. DRAWINGS .54. HOLE IN COUNTER, DIA TO BL 1'I. . FINISH INTERIOR EDGE. 6 11 1 �. BUIL T--IN CABINETRY, SEE SHEET A5.3 35 Cf'1i-1 iC 1w. CABINETRY L`OORS TO SWING OUT ANu SLIDE BACK IN 1`0 WALL 36. CF T 3 - 6v 1W ,I . 15. ALIGN WALLS 37 ! 4. :2 80ROEt? �V^ ", +- by 1. If16t ..�C LATER PO-�NT FOF�_W�NQC,W CV?V,AJU 2E �.U DEf< CABINET REFRIGERATOR, I1-LINE OR EQUIV W . k U,,C`�• 17. (C&�7 �AAINT Vi�iOLi`. WALL, 'P--2 MODFL #29FF COMBO 2.1 cu.ft. ce. -� � ¢, 18. ALIGN WELD WITH GRID LINA ` 39. HOLT: TO ACCOMMODATE UNpERCABINET (D V V t- U a 19. SI_-1 TRASH CONTAINER _t ,J. '^___',._/\_/__/'- _, / 40. VENDING MACHINE', N.I.C. 1 ��- - --= ----- 21. SL-3, 3-._Ft 41. NIGHT CALL STATION. MOUNT ON PEDESTAL. l - 2 -3./HEAT +HELD STf!IPS 42. ONDERCABiNFT DISHWASHER: ASCO 1385WN, OR EQUAL / GM I/ i4� 23. HEAT WELD -- JOINTS, COLOR TO MATCH SL--3 ` ( BLACK 32 JJ- ) _0w� ( 43. MICROWAVE: SHARP CAROUSEL R-420AK 1.3 cu.ft. \ -I--- -_^__-^� BLACK OR EGU:YALF-N7 ) '�, 4650 S.W. Macauum Avenue \ ✓�� �`^--I---,- 44. 12'--0" x 1'-8' BUILT-IN P-LAM CREDENZA Suite 220 1 45. REFRIG (NIC - BY TENANT ) �,�� Pottiand, Oregon 97201 Nl-" J�`_�^.✓ Phone,: (50)3)299--6000 '�'� FAX: (503)299-6703 -_. ------- ___ , r__--T_- - ---- ^ p F G H J > K L M A > \,/ _ 254'-0` _. .- ____.- - _--.. - 30'-e 1 - » 1'-8" _�� 30'-4` - ___ _- 25'-O" _ - 271_6w -- _ -. 221-6` ,_--- -- _ __ 40'-0" .---------- ____ -- 22'-6` --III-.- 27'-61' _-_.--- 23'"'0» -. -- '-��-'4,30--� 4,30-Oa I� I'1 Imo- p- » 1 r s r r i ♦ n , r / r _ V - - f 2'_0» _q" 1 6" x'-V` , -2'-0' 2'"'0" 21-Ow 21_0» 31-0` 3 C 2'-0" 2'-0" Z-0.. 2 -0 - 2-•0 r_ -3-0 2-0 2-0- I - - _ _ - 15'-6" 10'-6` 1C'-6" 10'-r' 10' S" 10'-6'1 6 .�, �, 81_0» 81•••Ow 8. - 8' 0" _ 8_0• Or ----10'-6` 10'-6" - -- 10'-6" _ 1rJ' 6" 10' 6" 15' 6 , �. - ,,,f __---_ -----.-- - - �I` �I` - - - 2-0 3 1 -fid'-0 (� - 1 -- - --- I I i V r, I ' O OW�B O I �OF P �.J I �="iOPp OOPP ' , r `O i� 9 1 r ti A B `B B B B I I I _ - --_ - __ _ _ _ - ._.. - 1 -6 I I O © ! `-,OPP O I � " I O I I - ___- - --- - { - -_ _�-1__ - _ ' -- FOW 1 I � , ___ - ._ - . ,__ -- - - - ---_ __ - - ---= - - -_ -- - - - --_-- _. -- - -- _ ..._ -- -_�=--= _-`�_- -� •!�=-_._-- _ _ -_ ____ ____- CONE. �� OFFICE 2 I i I I ! + STRUCTURAL ENGINEERING A rYY 18 21_. ._ - _ - I t - OFFICE OFF'CE I 126 v t0 I 128 OFFICE A8. I I I I i I v ! • 1 1 SW Fifth Ave. _, �� �� I I I f ! i I it N I C co 1�'t COf �61�91a�'o 1 I ( . - I "� QFFTCE 124 125 10 h I I 129 ! OFFICE 0 I _ ._ _ - _ _ .. OFFICE i 20 1 ' ..�4 ,�/� "'�' Z3 A MBLY 13 I I o, 123 I . 11 b I 30 "" 130 1 _ - _ _ 6 -� __ i 134 PP o Suite 2a0G -- ) "`"�- d1 � f-v---fir' / v.-.��� _1/ -V' - , un f r I Q 04 ' ,, a3 ,.. , C� �° .�_ f I 1 I I _ ,.� I Portland, Oregon . 72 1 116 10 -- "' - ,I`�-� - ® - ! I I I -.----- a t o Phone: (50,5)227- 251 ._. ) IIt)l E 21 2? `, �!% �A -.! -- - __ _- ! 11 4 F 8 __5 Eo_. - ER_-- I i 1 _ - !r 25� 9! i .� I FI N,j' 1�� ....�_ `- - ' _ '`- 1 I 15 i I 1 1 i �I s: a N F'ax: (503)127-796Q 20 1pn N - 1 ;5 1 ! 1 - 127 -. __1� -'�' _ 1 ' _ .. ..-- - _ _ -_ - _ __- - _ _ - ---- ,ACE - tG 2 7 1 � � _ .,.1 i r iYIEI;�•I/El„ECTRI%AL E:NGl1dELRIF '*� r 3'-1f �2;-g .. ,_�� r i g1 - '-8,',,_ ..,t.. ^3 1- 6,-12 ` 71_7 " i 8,-1 .. _,^8� 8�_3» T _ _ 2��11r B 9 6-0 ?.4 4 1 r » -� I -14 0 9. 6 r 10 --8 20'-10" � "* - -_. _ 'L - - _ 6 - -_- k - - 6'-O i t _ _.: - i I 7 - �-�y 1 (- - -( �D of 654?_ SE Lake Road 26 -- - i I i OPEN i I . 4 io I I I I- I / OFFICE - Milwaukie, Oregon 97222 c� . ,-,,,A26 » ! I 1 OFFICE i 1 ! ! i I I I 9 I C7 / c '�,� "°` { I >f♦-8 I I a 2 ENTRY I 135 I • Phone: 503 659-8394' C41 I I 19 \ _ A2.8 ' g'�1- 6'- " i 131 f ( ; I I 1 ' I ! 7 Fax: (503 659-0029 23 22 - i I I I I I -1 I 10 1 3 -_� - L' i I 2 i I _ " _�to � ) / 22 __ ,.._.... ... 28 23 _. .. .L L. ___ -' - -I 4-- - a,o. "� - _ - 1.0 '. ---FPCE - -- _.' - --- - - - - ---- - - - f I I �10 1 _ _.._ ---- 1 q row i 40 1 �_ -- - ,�- �- __ is6> , t •- - - _ - _ - 1_.- .-- '" ___ ► - __ _ 1 T 7PY I f 7 17 STORAGE '�, -�� n - _ _ - LAN SCA W '04 --- _ .r �*. ,r-tr - _.-. - �. iv" " --- _ 31 _ v i 1 I 800 NW 6th AVE. .._.-,. .._. I � .. r3 � t 8 " 133 5�. - - -- --- 2 µ 1 WAGE A7 3 i _i I 4 J I (o f I i 5� �� _ --, _. _- 1` Or / 23 4' fi 11 I ��-- -- .1 , -1. 10 I e.x COPY 13 I I 1 i.�I EL 3 t I 1 f -,_ I _ -- - "- 4 __ ----.----I- - -- - -- -- - -- -- -- - -- - Suite�J rtiand7 OR 9/209 "' " -- -- -- U, _. __ - _ �- 1 - l - - -s - til - _ 12 in I/ - - - __ - --�-� - - _ j ,~ / .S 11 ,eo Phone: (503) 222-56 - _ - _ -� - __ � .I - - - ? J r \ I t9 - \" S401 i4 1C �' I' __..._�. 12 I i Ela �411 I� P - K )I/ I I 1 07 ICE cax: (503) 222 -22f43 I rl _ IP. Q - _ ---_ 10 O- 1 ," EL G. �- . 136 _ Rl�7 118 ' P ` \K -_-, I `. _,. ,.... _. 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L __ ._ ..1 iw _ .. - - - - � N c��. - -_-.. } e _-- --_ --- l,- _. ._ __ .-_ L .. .,. .,I f - _ -. ,_ . ._ ,. 1 - REVISION. `' �' - _ -- - - _ 35 I r 2 O - r° I - -- = i o 1 1 A3. F 101 � - I I J „� k' iV N A?.1 ti' L. I I 4" �) �. N OFFICE 111. 411,: I OFF! �� 1 I r.a f I 44 i 1 �', V 10 r 144 _ _COJ ,.. t - 3.3 _-..:I._ -1 ....:.1._-- •.. - - .,.. .._T.,, - _. _,- ,e_. _ _. _ -I_..N. _ _ I � 136 E � � % i, a t i t _ _.. ._ _. _ _ .._ .. __ _. _ . _, -- __ ____ -_ --_ _ - ( I 1 ^ O t• zr. , P ? to i I 111 . I-. ._I_ .T_• T _T 10. -- - � 1 R�41St(MJ EDITION l'I � `,,� :�M ! E f .� � N ,� � __ � -I OFFICE 7 � ( t V-6* b -Y c E oSINC DAiS c �. b pI�P I i E I I i !, I AS.t 1 I 143 i I. r i 1'0 I I y 1 5 T 1 6 26 98 :., ,♦ "Y .:Y,:.r. , I,- �__ A8.2 r I _-1- L ._ _ 1 OFF ,F 4 .2 6 i /`� C4 - . r,� I 1 .3 k ! I -. A8 I i 7 L8. ��` ;. af,s, I I ° SIM i I 1., ! CONE ".:,. ».,.: S IR I i ;42 j 1 ,.. I ` I _4----+---+-- -..- y,,'. 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AIR 4 f v d p, c _':. •i: :..- ... ..:, ,..:. . - .'w ,'.• .' �:.- :. .. .., gX X61 _ .. .. ,:' ..a,. ,• „ +', ;,f �7��k+��� �'7.u'r+}4SYs6'Sll`:�!-�,,�.Ert�9^:GGn:A d.,.,;a�s.F...,.,e..ur'.•:4..1,. ti..,s:i-, ikwil'a 'ardIV�I���tIIW1' _ _ C11 P .. na. ,.. a.,uJ6u •i,uk.,o+nr�;rtw`s,.fl,'F�:, L;Cdr'Il`JAS.' ipEi!ie«lt+tiaiid'�li'i�:d,d,,,. t � �x" .5 .ltlk,k.aa...,e,.„f +1F " a'&1't,r J+.�p.(K'E:�rK.« !�✓^.;X,�i .i..,,..,.., A,.xn F.::d,..a,.4.1f.:.s....r ,.. It a 040 C�I LEGEND ENERAL NC - KEYNOTES ._.__ _ _ m •� � s ry A. ALL INTERIOR DOOR ,IAMBS TO BE 4" FRJM 1. ROOF DRAiN do OVERFLOW. PROV17F. SOUND BATT 0 a -=--� IHR RATED WALL INSIDE EDGE OF CORNEP U.N.O. INSULATION AROUND DRAIN. TYP ALL FLOORS 0 "- Q 10 B. ALL INTERIOR DIMENNSID14 S 0 INTERIOR WALLS TO BE 2. ELECTRICAL RiSER, SEE FL.EC T. DRAWINGS m C �u. f=-==�;F;3 1 HR RATED WALL - TO STRUCTURF (j OF WALL U.N.O. 3. OPEN BELOW c ,j SEE DETAIL 1/A..1 C. ALL INTERIOR WALE TYPES TO BE P1 TO UNDERSIDE OF 4. EDGE OF FLOOR ABOVE -�-=- 4 2 HR RATED WALL TO STRUCTURE CEILING U.N.OL 5. FULL HT. REL!TE, SEE SHEET 2/A5.2 � SEE DETAIL 1/A1.1 SIM All GYP, BD. TO BE %" TYF'F X U.N.O. 6. DUAL. LEVEL DRINKING FOUNTAIN azzzrt rra BRICK WALL E. SEE INTERIOR ELL:VATIONS FOR ADDITIONAL INFORMATION 7. `iEMI--RECESSED FIRE EXTINGUISHER, SEF DTL r0,IA1.1 f-. Si E PFF1 F(,IFD CEILING PLAN FOR ADDITIONAL_ INFORMATION S. FLOOR SiNK PRECAST CONCREtE G. SE ENLARGED PLANS FO., OIM`NSIONS AND NOTATIONS 9. WATER HEATER, SEE SPEC. iS H. WALL THICKNE.SSE" ARE. NOMINAL UNO 10. INTERIOR WALL W/ SOUND ATTENUATION, SEE 4/A1.1 ffi 0 Witlt?OW 'SCHFI?ULE SEE SMT A9.1, A9.2 .). EXTFRIOP WALL. DIMENSIONS ARE SHOWN. AS NOMINAL DIMEa114S1ONS 11. CURVED GLASS AND RAILING 12. CLERESTORY, SEE SHEET 1/A5.2 m; 13. CENTER POiNT FOR WiNDOW CURVATURE 14. HOLE TO ACCOMMODATE UNDERCABINET 4''ASH CONTAINER 0 h- 15. HVAC SHAFT - SEE ARCH AND MECH PLANE'. PROVIDE 2HR U �- o HORZ. SHAFT TERMINATION 6"ABOVE QASEMI14 T CEILING rm � 0 3 ; 1 0 80T\Tplld,QF ,StI�,FT._,i_ ul , OLto v,C, 16. ACCENT PAiNT WHOLE WALL. P-2 , 18, CPT-3 19. CPT-4. 2" BORVER } 20 EC�Pj"�QE�SIt ��I 2 . L IS71NG REF�IGE AT GrF•W/ N 22. MICROWAVE: SHARPCAROUSEL R-420AK 1.3 cu ft BLACK OR EOUiVALF_NT ACO 1385 WH � cm A � 23. UNDERCABINET DISHWASHER: S n OR 4650 S.W. Maeadom Avenue, 1 ( � EQUAL_ BLACK 32 " Portland, Oregon 97201 \ Suits 4• `�""^J�� �'F Phone- (503)299--60(X1 FAX: (503)299-6703 k / C E F G H 2 K 1. �M <\A B A2.7 254'-0" -_- v - - ® 1, 8w 30• 4w 2'S' 0" ''7...c• 22'-8" 400--0w �- - -- _- - �• g• 27'-8" 25'_0• 30'-4" -- 3,-p• • 2'-0` 2'-0----,, 2'-G` 2'--0" . 2'-0" 1'-8' 3''_0. 2'_0• ( 2'-D- 2'- ," 2'_p• 1 -6..� �1-Q --a-Q 2' -0 -20-00 2-0 -3-0 15'-g` 1A'-8` 10'-6` 10'-6" 10'-8" _- 70'-6" __8'-0" 1 8'-0"-- - _l _- -- - -- r -0" 8'-0" 0" 10'-8" 10'-8" 10'-8` - • O ��-�.___ B O O I BOARD ROOM t -' V./ it OW B J I O I O i O p 13 0 1 L. A O I O L1 i ! tom./ _ - - I I 224 I i _ P �P - - I - I t0` I t , ^. 0 __ _ - .- - N K FON' I I I 0"P I i I I °PP _ _- ,, » O = } F0W 8 0 '� e 1 ICE I '- - 17� a ' �•" A9. i(3 ''�^" A8. �� f SIM p { 1 1 I ! i ! ) 5- 1/ - EfghoM 226 227 ' OFFICE OFFICE A1.1 STRUCTURAL ENfdNEERING ! I I 5 OFZ CE 0222E C"Y -J I ti '1 10 22 I I I � C� I OPP { I 1 ( 19 ip I I I OFFICE 231 232 �_ E �O C.+�1�t�1Q gF I A1.t 1U -- 3 18 5 at 10 i 10 228 I ` 233 4 EQ. °'18 f " OFFi t3 I I Suite 2500 - - - 111 SW Fifth Ave. "� T_ TYP _..,. .,, ,»,. -: .- �\ FFi N Portland, Oregon 97204I E OFFICE ; I I I 1 1 ( .-I-�--' p - �� _ C " -� 12 1'� _-- . n Phone: (503)227 321 •� O 214 I 1 ! I I L. ( t"---- ---r 20 � -- COATS '� r `-+ o I I Fax: 503'2?7-79!90 1 18` .-311/ �'-11 3/4 � - '-11 3/4` `3 1/2` Y5O 9 1/2 I -- -.1 . . ----- I io ( l I f '- ` 3' 1 '1 '-11 3 4 4' 4" �'-� ` '-4" 11 3 4 8'�5' '--3 1 10'-0 �2'1 13'-3 1 2" 10'-a 1 2" 10-2 1 r. . - .3'-8 1 t =8_1' _. _ 15-4Iy. -- - --1- - - -- - --- __ _ t f I ! ! i t ♦ r o MCW LE;CAL�RiNG. ® n220 1 I "'- "' p°EN I PEE - - D 1 6542 SE Lake Rood RECEPTt N --- 1 I IOFFICE ' pC iv - -fir--- - i I I I ! I ���--9 �� « j ! 2291 I " TYP r MOweukie�, Oregon 972 .2 _ I ! ! I A, •8 �`t"'�. �s.a U, 225 , - 1 3/4 I N - __ _ _. 7 Phone: (503) 659-6394 \ i I I 1 4 I i 1 i I ! 10 -I - - t_ / Z I ( i _ 114 10 ! ` 6 LR �' 24 -� 1 9-� ��'I' - - Apt.t I I ,I� 7 Fox: (503) 659-9029 I 7.3 i ! I ; Ii `$ _� --- -- - - It I LANDSCAPE �� -- -- _ -�_ - - _ - - -1- - - - i -ci /6 - m - - -- -- - - - - -a - -- _ -"'_- I w - - �-- - - ------ T�r r F 3 f 16 i ! O 0 .T' iGFEENWORKS � - -- W --- - - - i-- -- - _ - 4 1 !_ _ _ x-10 1/a �8 .- __.. - �, Nri 2 9 8 _^_- 24 1 1 2 - .LLRp i 10 COPY a 1 9-5 1 2 5-0 \ 2 A9. SiM COPY • r S -- - - -- 12 I Suite 3276th AVE. - 16 I NW - I EU3 ' 247 - _ - \ I If ` I --I ---- _ - - - - f ��J/ Portlond, OR 97209 12 I ' �� ] , , ..7 �, I IS Q23 � 14 ® � \ Phone: (503) 222-56 / ( - � �' n L) 14 23 1O I , _ ------- L?.-46 10 - Y L' Fax: (503) 222-2283 - i P 14 / P4 M N S V I _ ME �4 I \ -� - IMEGhr . - • - 203 I L �. F' 45 i- -- j-� pu 1 - t 3 13 I 3 I 1 13 A1.1 cora , �I �_ °OIC MFCF� 2 01 4 ` " �'� I -- ._ J_ r_ I - 1 STAIR - A1.1 "_ R, 7-�- o Project A i' � P / Al 1 3 f J ! ;! L1.1 ! P� _� U ao 10 (22 a °'�' ° I 10 I sr rs. E `I� I a \ 22 t I P4 P{ 1 j , r J a i K 1 I 3 . I I 15 I IN r i - it .L3» s� © `n cv W a, l.2 CUFF'4'ETRANGLE c� OK CE ` I A ,1 FEE 10 13 9` >� 8 I 1 G 248 !! __ _ �) - 0 CE I c� o I c 2 ci •-- 217 -- WOM N ISN r -- '� AN. °� I _-. • r� 6 I 1 I 1 i W + �;q - _.... -- _ -" `- ;S W a 20 6 �.1 EtaEV \ N I 44 _-.- -.--_ -- 7 � v 12 I I m °' PARK WRIMTE ►� 7 i s 1 FILE LA N L A MAI to I I BIJL.D�Kii L� 219 ^r • li'_rJ ! HALL a49 16 - -- -- - - - 218 iv !� �- •I 10 - 2' 3/4" _,�{'-3 1/4` .rte ALL - -- - I -^_ -04 - 10 2 a, 1 -3 � � 10 �`i' 3 ; I I 1 i LL�\ o I r.�"�,)a ,�a-+►� 205 .�I ]I{_ /� I -5 1 ,.t `• • f 6 I i I r / I I r . s X-2 « 1. 1• I . M� I �1 I • r " 1 , ( I I I • 1 -9 1 _ 12- 8 _ _ _- /4" 11 -10 1 a 14-a 1 2 - r YP � OI FFI E W 1 Z i " ! ► 1 I ► in - 8 _ -.._ w 37-! - -- -11 1/2 8 10 1 4' 6 3 / - -- - - �. 11 2 _ + I I. 1 �- ... o-_., 1 ! 1 � i ! ! I I 1. I I !S240 I 1 "� ' '� I i = i*1t t -- 206 - `, �A& SIM FILE I I t I j� I f I i ► I I f t �-' © A!l Rl(;Hl�r^,K1 ESERVEED y N `-' -�--�, 1 ! I t 13 N j I I I I I I i 1 � 10 ! I I ' ! 1-d2 ! I t ! 'p ' ! t I i t-. .. ... t �� C* p THESE DRAMIINUS ARE THE PROPER(( or .- . O E ; rJ I ( I ! _ I I N I I 1 • Gk''WP MACKEN71E AND ARE NOT TO BF OFFICE 1 i r�' ! 1 ! I i I i { i ! _ � _ C USED OR REPRODUCED 'M ANY MANNER, ! 2 8 I t I I ! 1 1 19 I �. , I ' �- �.�.-� ! L ( 8 - N 40 WITHOUT P PERMISSION -- t . . I i f I I { ! I ,1' L_. ._. _. » 1. ,"._ _L.... _ _ .. ._ ._! ,_ _ _.. - J 9 1�/2" A1.1 I - N F'Eilt ---� ._ _ ._ ,J I.- _ !_._.. ... ... _ .. _ -is 1/2 - I I PRIOR WRITTEN L,,... ... _. _...1_ � 3 E0. � 1Q ( _ � % - �� 10 � � ��" 3 _EQ. '�# TYP ! REVI510NS: I ^ rn - - 4 N FFI CE - _ /-_. 1 p i I 10 f __ _ i \ Ir ' �3 I I I ..- ... .,... I _,... _. _ .. .. _..._ _ I OFFICE '� • 21D _. ,_ .. ... _ _ _ --� ! 1 I - _ 1 _ '""1`"` 'r" "i` .�" _ r 2.38 O ( L REVISION EDITION E I I / ! i �+ I f 0 j �' ( '/ \`/WlV/ I i f 2 f ! ! ! t OFFICE a� 5 z CLOSING DATE -- b OOPP OFFICE ,I 10 - ! i ( 5 A8. t o ! l 4 1 I I 2.39 ,a( A8.3 I 209 0 i 10 t t !10 a.3 - -- - C-�, I 1 i I \ 1 G 2fi 98 _ CONE .- - I CONE. _.r FOW 01'P I 1 207 i �� I 241 1 O . Og O 12'--Q" / I O`-' 2'-0 OPP O 1 -p 30' 1 4 0 -0 F 1 - 2- OPP 2'-0` CPP 2'-0" 2'-0" 3'-0" 8 is ! + + . . . r « . . r w . --- - �. OPP -- 1Q'-F" .._ 10'..6" 10 6` _ f Q'-6" 10'--6* •�- 1S-8 10-8 _ 10--8 10-8 10-8 1Q �- 1�NlNk �o _ O Cr . « SECOND r I _ 8'-0" 8'-0" 1r 6" - _' -- 1'-e 8' FLOOR -0` a o" o I r « o PLAN "� 1. 8« _ 2-0 a. gr f�f A8.2 _ 2' 0` 27'-8" 25'-0" 30°-4" -_ -. �lr' d 1 � r ", 30-4 7, '_ 4,. , • _ ._ 4Q'-V` ,-8` - " 't� •- 25'_pw 2 Z - >�I^;'' yyyq i. it�. ;4 2 • 2 i A4. �A4_ I • 82-� 43'"p• T mss, 101 89'-0" _.. -__ DATE: -3/18/919 �' 4�r�,J . �.�0.•Y, -•--- __-. _.-_.__. - - . .. _ ��` DRAWN BY: D/Ct 4 b Y ry CHECKED BY:PPA s ++ SHEET k Er' rox A2 2 6/2648 SECOND FLOOR PL. a AN OF 0 4 8 18 32 298041 r. y 4¢ x j TI--29755, 13221 SW 68,"1'ark„a> _ REVISED T.I. PER CON MINION � , maw �. f ;• � � �IIIT • RUP 98-0191 ;f , wage S of ' '-.�ws Intl' " ' • ..L:ifl. �a .� :11�',..L.w _-.-s aw11,:.Ww.. W...a• _..1,..:,L.. _ .... if thio notice appears riceici than the JUN 0 2 2000 r omen(, the darumcot is of nuu kion! qu,ility. Il Ill'f(1t 111T1C11 ,.:., : ;. Y I IIi Illli I illll i ! I III I'i I I ill I � 1Ii II��al lI III � I � I ! ! , 1 1 : I . Iii Ni II II ! { 1 . •�,,� II ► I� .. '• f , .-i- I L. �� I , , .,� rr 4 ;ra i llclr�ic'�II��i,,4-11-1; ,In,rl,,, I" IIII�IIIJllllj�ll!;Iflll��jllljlllll!!�:.IIJIIi!I!IIII!!III i!!!,',11 !'.`mot till III i '"w #�; •, RNs.+ .�1i ��'I�Q, N a 4 . �r�•C,,>d�rz� K�'� �(��'',i' i w'F. . - V'i - cn. r '�6^ei•n1b, ^6i, ,, .., .., ., _ _ .. .., ,. .. ,-• .. rY:�'u` &a LJF . , T} pl ,tlrt htlw.t ' Jfn1.1. .j 1 1 r .r.,:ati'G�7i(9�'+f�Iru'r.E'�,aa>,:�a,;s,�.GwA-.a,awad'va>d�Y�•'.Ila:L6bids+r.'GFlraal�=��U',�+uuie.�$1J��JN �� ' ' ,� I '' s F. 4, „• 1 ,. .--•�-• le`� ?ami e 0 r; .Yr M.. ✓ ., :.,y..t. .tE fi.F .Y -. .X. ..♦. .'I . '., � :��L,. . WS 't ( { - ..... . v}' P 1 .-- _ .._..._,.-__ _...__.,v.-...... .__- ....._.._ LEGEND .._._ n 4N �Er3 iy r -sw. ",,,,.:.>..:.,, ,. ,,:!,;.:.„,.pk;-. �,3,:.•.M�,r�,5;,.,�+•� � tr". .t,,,.,,.-.,,F.,..r;'.-,,A:I..w,,�1 n•, ,_,,,.r.,'1._:;..,�.a,•..•,::.:,.•.,,rr-,,�.t,,.�,.,,�„r r�x,,,r.,,•.:,.,..,.,,._.,. ,.c.,�.,.p.,@..,,.„.,.•,:a4.e,;,.,,.,J1.ryt:,,,::�..6:,...,..,.,..,.,=.r:r .aI,,.,,a,,,:, . iN..;F.p,ad::�.,.,,,a. .,;,.:,:.., ,_..•..;.., r.:.-r•�:.�.:..,>..-'; .,t.;,,.,: RFLUW Ueeu;. {'d a . ec pFRGV! SOUND BATT DRAIN dOVA A INTERIOR DOOR JAMBS TO BE 4 �. FROM FLOORSINSU!ATION ARhJNO DR, !N TYP. ALL 1 H INSIDE EDGE OF CORNER U.N.O. SEE D L � 8 R RATED I 2. BUILT-!N CABINETRY, SEE SHEET A5,3 ALL INTERIOR DIMENSIONS INTERIOR WALLS TO BE , 3. DUAL. LEVEL DRINKING FOUNTAIN r: w - TO STRUCTURE' (>F WALL U.N.O. + 1 HR RATED WALL / .J :,: . •3`. .,. n ..r .... t 5t.4 .:fir._ , : ' a 4. SEMI--RECESSED FIRE EXTINGUISHER, SE; 10�A1.1 SEE DETAIL 1/A1.1 C. ALL INTERIOR WALL TYPES TO BE P1 TO UNDERSIDE OF � FI OOR SINK STRUCTURE----� 2 HR RATED WALL T O S CEILING U.N.O.tI N O 5 6. WATER HEATER SEE DETAIL i/A1.1 SIM D. ALL GYP. BD. TO BE. TYPE X U.N.O. T' ELEVATIONS FOR ADDITIONAL INFORMATION 7. INTERIOR WALL W/ SOUND ATTENUATION, SEE 4/A1.1 E. SEE INTERIOR ELEVA ION , ' crA BRICK WALL 8. FULL HT RELITE, SEF: 2/A5,2 i F. SEE REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION s I WINDOW SCHEDULE SEE SHT A9.1, A9.2 �, G. SEE ENLARGED ARENOMINAL 1 NNIS AND NUTATIONS 9. ELECTRICAL RISER, C.00RDlN A i E W/ ELECT. DRAWINGS -/ H. WALL IC 10. ALIGN WALL 11. CLERESTORY, SEE 1/A5.2 J. EXTERIOR I:ALL DIMENSIONS ARE SHOWN AS NOMINAL DIMENSIONS 3Y�,,-CF144:8-PQIN-T,FOR W1NQaW,uRVA1'URE 13" ACCENT PAINT WHt'SLE 1NA11 P-2� �• `t' (L la r.. 14. OPERABLE' FOLOINC PARTITION, SEE DTL 1/A8.6 AND 21A8.6, CL r ~O 13. MICROWAVE: SHARP CAROUSEL R-420AK 1.3 Cu ft Lb BLACK OR EQUIVALENTS W N 16. HOLE TO ACCOMADAiE UNDERCOUNTER TRASH CONTAINERUJ CL Nrd 17. UNDERCABINET DISHWASHER: ASCO 1385 NH, OR EQUAL C BLACK ,32 J¢" �1 ax :; 0 4) GEFONWEDUN t 4650 S.W. Macadam Avenur. Suite 220 t Portland, Oregon 97201 A4.2 Phone: (503)2.99-6000 FAX: (503)299-6703 A B �D E F G H J K L M _ 254'_0• -- ,- w « '-t7" _ 2T-8" _ 22'-6" -_ _- 4+0'_00 ---- -- _. �.-6r 27r-8" - - 25'-C" - - -- 30'-4" 30 J'+ �r_O. 3-2 3 �✓'v-�- O 2r '- ' 1 -6" 2'-0" -2'-0" - 2'_0" 2'-0" 7'_p- 3'-0' 3-0 16 2'_Ow 2"-0" 2'-0` 2'-0'- 1'_6r '_3'-0" 2'•-0- 2- " � r r » w r « 1 4" 10'-'6" .... . _ - 8'-0".. 1 8'-0"- / 8-o _ 8- o f o-s 1A-8 10r-Fi 10-s - �'-6^ _ - 15'-6- q#-3 -- � , w �_^ JOW oe O I O O ! `J A 10 � 11-1 1 11-8 A s I e 1 I _:.. =_ I ! ! OPP OPP _ - _____1 _ _ OPP t� iV - :. I O I j I OB I OPP - _ - - - -.- - _ ) - - - _ - _ - FOW , -- - <�8> - t - _._ 1 J - _ --I f I� - _.-- - - - - - _---! - I- --i--- i ! -_. CNF. _� 9 i 13 • I I i 1 I I r f 1 ! i I F 8.3 ! 1 1 I t # l OFFICE Or-FICE OFFICE OFFICE , w OFFICE OFFICE ! I i ! I ( I SIM A1.1 I t STRUGTl1RAL ENGIMEERINC ! 325 327 329 1 331 5 EQ. 8 /2 ! 338 1 34G I 0342E c'' ! O �C I I I 1 ! I 1 _ . I Ave. in I OFFICE I l !# ! t ! ! 1 °� --- i j • Opp 111 SW Fifth L 320 -L� •i a 8 - I ._ ..,. _ _ _. r .¢_ ._ _ ._ iv O>`F(CE p Suite 2500 N CE a' A, t i I. .-.. _ _ ...� ° 1 4• 3'-2 1/2 36 " _�,•- +- 345 ,1 I Portland Oregon 97204 E ! i 1 ( # - I I a4 I ! ! �� 9 r .. ... . w . » . w . e r . r w . w w , n �} � t I r O J 12-11 1 2 10-9 1 2 11 -2 3 4 7- 1 3- 1 2 14-5 4 1 i -2 3/4 12'-0 1/2 12-_11 1/2 ! , ! 1 1 _ __ t o Phone: (503)227-3251 1 c.--..�-.�- _-_ HALL, 1 --- _ _3- - -__. _ 1 - - *-- HALL ! to ! ! 1 I 1 ! �I Fax: (503)227-7980 - o - 1 10 1'- 2' 332 6 ?"I 4 2 " 162 343 I I N OFFICE ev ! ! I I 1 t - - t I 1 -_ _ _ - . _ .� �.... !_ INC - 32 �� �' i i "' "0 - II o �iEEFFACCTRIGAL ENGIN�R OFFICE I ! I I 1 1 1 i N1RY OFFICE ! ! ! 0 112' I 1.1 7 �QI V I I 6542 SE Lake Road e� 319 I' i I i I I I # irj 334 D OFFICE OFFl OFFICE 3 34t `1 # « I J w � 1 1 C4 I A1.t Milaaukie, Oregon 97222 cv O I Ni i # I ! ( I 1 •11 0324E I 0.326E FI OFFICE 1 I 6 0 24-1 1 2 335 3 ti ,�- I A8.6 � - -r- I 1 C_7 TYP 1 Phona: (503) 659-6394 '- 1 330 I I I .i- SIM 7 CLR -i_. __ . _.. __ ! # I _ .. _. I.. _,. . _.. ...! - I� I Fax: (503) 659-9029 CC 40 __ 1 _ __ _.• __-- _ -. __-- _ _ __- _ 2L ­ 1 2 / .--- 61-0- - _.� LANDSCAPE 6t $ - w-r---�- 7 7 9 2 - _ _ _ �_ _� .� ro. OFFICE ^ I I 80 h AVE. OFFICE _. _ -,.LK i I 7 I _ coPY z U I ;cite 327 - 1 I05 - '_ I I :r,,l ;i I 7 356 i I a - --Q -I - - - - 31$ , - U `- a - -_..__ L I -I - ---� - I � -co s: - .. _� Portland, OR 97209 - -- - - -- .. .- - _. _ _ - _ _-1 - - --4_� _ _. . _ _ }-- - _ - T ---- _ _ j. ,..-� --. _.- .. . ��- �✓ Phone: 503 222 -5612 �. CONF. __. ___ E f �_ U Fax: (503) 222--2283 =w I i I p ?r M-CH 323 t it M N' I 54 _� -/`• - ! M EGH I �I f I 13 I 12 " 1 P 4,t P .� - I MFCH ,303 ( EL V \ s ! I � P4 ! '4 �--1 1 3, 1/2 "'v,` 7 LOE BY 2 I CONE. �_ 7y - STAIR 5 i R�1T- ! s Project 27!_3 1 Z I I 12 P - STA R �. ( 9'-L3 5-,0 1 300 _ 1 1 15 _ `A `�#1 13 - h _ 4 f U I t J 1' » 355 1 1 C"-' I -I _I 3 I fzL t� v I- 3 00, �' _ _ 348 n 0 = K ! OFF: - E i � M �. � >� 5 I C057 C6 � � U A1.1 I _�:`-1� 1 OFFICE _ _ .- rn 4.� ���� i 1� � c3 � 1 -� t JAN. . I o 0 M _LLJ _ 1 a = i 3 -- -- 7 t 7 7 ( M i ELEV N 353 - --- _ 4 _ ._. "� ►�I rn PARK ./ 1 11 ) 7 11 �, "� 1 j - z COPY ? rr_ J7 _ 13 \ J _ t � A1.1 `� io Yii of '3 �2,� I 3 -0 - L ' TYP w. Joe OZ 1 3 ! i, 8 � o f I OFFICE I' ¢ ! e7 � S . TELE. I 74 �, ', 8 1 2 1TYP O C �1 ! 1 I 1 ! S 306 7 305 I H At,.1 I ._ . (�_ I r 1.t x ` \,.4W _ -1 L,. _. A1.1 _ _.T I. 1 1 1 _ . _ - 1 1... .». ._ �_- �. .I _ - - - _ - - - - U �t'lr "311a p . --- - -- I �, I -I __ . co r -I----- - -�---} -1- "__�_ -1 I_" TY�_ -" _ 1__.__- `I _ I -`� �-'i-1 1 ! - I , - - - --- - - 1'-13 1/2" I - aSs J 4- 2 1 2 ! 60-70 1 I ! -- ------ (�A 3 t f3 1 - �► + I I ! ! ! I -7" 114'-2 1/2* 7'-3 ''-11" *4'�5" 140 r-0 3 4" 11'-5"1 8'- -5 1 -7" _� .-� I _ . _..,.... .. P -. � ? r ! w r `� ( OFFICE . ..- �.. ... ,_ _{. t i I I ! I 1 3 2 -I ! r ! 0 N 0 cr >lJ RI(M,IAi sERVE[8 N a ! 115j i ! # !# i ! ! J ! ! I ! I # , I ! * � # A2.7 I ! I i a # I # # t ! ( I i 1 !M OFFICE O THESE ORAWNGS A E 1NE I'RMf'ERTv UE » r / I = GROUP R REPRODUCED AND ARE: NOT N R, t PJtUC}UCED JN ANY MANNER, 10'-2 1 7 9 0 1, 1 L I ! I I ( ! 1 I L t I I ! , 1 ! I I 1 1 FtE ■ I_: ... - --- M M U VAS OUT PRI N PERMISSION 1 ( ( I I.N� --tN- OR Wf21TTE lo _... _.. R ,_. .�_ _ . __ L �- - _ -_'-�-. ____ a L - _ . - J L_ _. . __. _ .. ... -#- _ ~{ EAWNS: _.._ NN ') I I I I I i i I I I # I OFFICE OFFICE a: 1 E I ! I ! I I ! ( I # I iv 351 ! t I 1 ! I ' REVISION EDITION ` eo � OPN _r. ,1. ... _ .. .i t { # 1 a = CLOSING DATE f !: / y C `r l ! I 1 # ! ! 1 # # 1 "- ,-" I I I I I I. I 1 - - _ _ _ ., _ .-J, - r 3 1 OE P 31 1 S - - - - t, - l (_ „ �� M 1 i 4 i l_ _. _. _i 15'-0"[ _ _ 7!T ... &T 4" ! .._ __ 22.-8.1 4. w- �/ « -I -m 3 A8.3 4 1 5 N 1 __• �26 -- --___ f r. I 8.3 ! ( _ _ __ 8 « w ,5 - A8 A8.3 `98 l 1 SIM 1 f 1 # I Ftl _g Q.. .,� F.O._ E0._ ER� 6 - - - - - \ - -_ - - t I 'I _ � -�__�r _- ' -•-•-••�•------' -- _ -- - _ --- __._. -- ® � - _ Q:'=-- -T_���-"_'"fir..=-__.--r:- -�'.-_-�-=_--t�_�=-_. ---- - -- H -. * __._._..<_-- _._,__. I - - - F I ,r _ OPP « O .O '_ r 12 -0 0 - - t3 I t - � I B B r 2 0" O Pp I ' 2' O" � 3 0 �C14 �OPP 2'-0' PP 2 -0 I B " b B 7 n'_ F OFFICE '' OFFIC L/ - rw rOPP 2-0 » r) " w I o ------ 0 + - - 0 ? -0 OPP - 10'-6"- _ 10'-6r ( 1G'-6 10-6 N_ _. - ---_10'-6" 1' 312 F -. F ' iv ONE. ( 7 ) 308 OPP 10--8 10-6 10-6 10-e 10'-6 - ---- �` 7 311 14 310 14 3In SHEET TITLE:- t -- 17) a C ��O I �~ tiJ 1 ��� 1 I �_ _ -- 2'-0« _ __ _ _ THIRD A8.3 - _------ 3. O 2' O' 2r D 1160 N ,1L. �. w FLOOR _8.-0« e'_0"_ �_ _ ,'-s e-0 e 0"_ o PLAN 3 Ow TYP � 8 2-Or Q „ -2'- r r A1.t 40#_O" A8.3 22`6«_.._ "- 27'_6" 2S'-0" - - _ - - --_ 30'-4" 1'_pw e, 27-'6" 30' 4" 25*-0 22'-B" 1 1.4.1 4.2 3 '_O" O - 23'-0" 82' -Sw .g2r_6w 2.Rr nw LL. _ -. - - - - v - DATE- 891-00 DRAWN BY: D/.c m G CHECKED BY:PPA SHEET THIRD FLOOR PLAN _ �- '`. _6j 26/98 �' -- 3 �: 1 �Y 4 8 --_-- 298041 _ OF ,loe No. 29 80 41 ,� I--- TI--29735.: $ 13ni swo," rnl,. ,. �,, I)1-1p 9R-nlgl REVISED T.I. PEF�I�J01T / CONSTRUCTION SET: JUNE 26, 1 , 7 �'I. rte 6 of i �. , T - �, a , 6k If this notice appears clearer Than the ��N U Z 2000 r mt�rul,Inu�Il , _, ument the document is of mar Inn Ilalit R ' �t r , , j�111��I I I!I�I I I I I I I I I I I I I I I I�r; �►Ti T I I I A I , .';ij1"I I I , I!I I � I I I I � I I'I I I , �I t:l►� I � - ai M1�DC 111 C�NIA :L-_ }�� 1`:rs , ,: �, _r`p I �li! I'11111!1!�JII!�I!"Illlll�j!LI!!il!!l1 1!!II'ilI,III��I " 't ' ill!Iil�'llTillll,1111!'I'IIIIIIitt!kllttlt!llill 1 I i . .., II„rl 111 e, 1 r' a r4 -r • I Y ! J' n , w y. �x 'bal r I r a , , mw ' I _ S$r t „ n � a'. .. :,: ' . s .•. ,v: i,u•• . •§._: :i;.• -u ., ',,.:--r..,rla:..wx h4:sed:Y✓u..tkralG.Ya:MWdi :.'rl'1Sde,Au: mVJId�Y '1b,Y'r.w,,,,.,,.vNu,wE .+�..+:Yl,ieiFs'' 6�► dddGL+i�Afr�4w1YY • . .:;4''�. �'����:4'kk!"+.(^4.,r--,. ..•.mut.*•. r.: a. a i4 " r:a 1}_ GENERAL NOTES _ KEYNOTES LEGEND -----__ - -_ ____- - �. r 1. ROOF DRAIN dr O\CRFLOW. PROVIDE SOUND BATa' A. ALL INTERIOR DOOR JAMBS TO BE 4" FROM RATED WALL INSIDE EDGE OF CORNER U.N.O. INSULATION AROUND DRAIN, TYP. PLL FLOORS. , iHR '`• k B. AL1. INTERIOR giMEN510NS 4/ INTERIOR WALLS TO BE 2. BUILT-IN CABINETRY, SEE SHEET' A5._ _ ELECTRICAL RISER, SEE ELECT. DRAWINGS ~ '~ti 1 HR RATED WALL - TO STRUCTURE OF WALL U.N.U. 3 SEE DETAIL 1 A1.1 C. ALL INTERIOR WALL TYPES TO BE P1 TO UNDERSIDE OF 4. WATER HEATER, SEE SPEC. 'w, 1 2 HR RATED WALL TO STRUCTURE CEILING U.N.O. 5. FZOOR SINK SEE DTL 1/A1.1 SIM 0. ALL GYP. BD. TO E_ %" TYPE X U.N.O. 6. FULL HT. RELITE, SEE 2/A5.2 e ' er FE. SEE INTERIOR- SEE REFLECTED C I�INONPLANRrOROITIONAL ADDIT ADDITIONALNFORMATION INFORMATION 7. DUAL_ LEVEL DRINKING FOUNTAIN P"""T•- BRICK WALLI 8. SEMI-RECESSED FIRE EXTINGUISHER SEE DTL 10/A1.1 SOUND ATTENUATION, SEE 4/A1.1 G. SEE ENLARGED PLAN: FOR UInAENSIONS AND NOTATIONS 9. INTERIOR WALL. V// WINDOW SCHEDULE SEE SHY A9.1. A9,2 '0;, -CLERESTORY, 1 A5. l FL WALL TI-3CKNESSES ARE' NOMINAL UNO % ' J. EXTERIOR WALL DIMENSIONS ARE SHOWN AS NOMINAL piMENSI0N5 11. ACCENT PAINT WH E ALL, P-2 12. CENTER POINT FOR EXTERIOR WINDOW CURVATURE I e '13. HOLE TO ACCOMMODATE UNDERCABINE7 TRASH CONTAINER '14, FUTURE CABINETRY, PROVIDE ROUGH-IN PLUMBING 15. MICROWAVE: SH,4RP CAROUSEL R-A20AK 1.3 cu ft BLACK OR EQUIVALENT ql o 16. UNDERCABINET DISHWASHER: ASCO 138,5M 4. OR EQU ra. � 81-ACK 32 4650 S,W. Mocadarr Aven,ut Suite 220 Portland, Orc9on 97201 1 Phone: (50:i)299-6000 A.4.2 FAX: (503)299-6703 E B � D 1 --_ 254'-Ow -.- r '� gr _ 5�-r+ - �#-4" 22 -tin v '• ,`a + •z 5ti 'e'''S �` • eeffe r 30'-4"- 25'-0" --- .-_._-__ 431-08 , r r f. a , R;?', • r • r r " 3'-°" 2'-°" 2r_-0 O 2-° » /�-° r ' '- r r r ``-° �_ " 10'-8- 2�° r r i-2'-0r 2,-U» 3_p r r - K€ r « 4'-0 1/4�" 2'-0 2- 2-0 - 2-0 15#-an -3-° 8-0 8-0 -0 10-8 10 g 10-8 10'-g" 1 -if • » » _ _ -- 13•-5 �" 10'-s' f o'-s" 1o'-s" to-6 '°'-6" '� a-D" a _° o , 3 _ - _ - - C C -� O I I '-O N, WU i O P O I Ot�PP A1.1 A. PP I,�� ! "� - �° i� 9 k, to .. AB B I I I B - FOW ! -- --�= - - __ - - I CONE Nth ■ ----K- 13 - ---- { -r a 429 9 A8.3 i At3.3 { I I t 1 '',w K, . I .• { I 1 i I I I N STRUCTURAL ENGR� RING OFFICE OF OF''10E 5 EQ. 8 - _ OFFICE I OFFICE t I 4 I i I I I F OFFICE E `° c7 I { I 1 426 427 10438 - I + hA t �__-___ _ i 2 1 I ( I ! 1N I 11? 5W Fifth A•�:. OFFICE ( t I i I 1 , I i 6 OFFICE I 433 x434 i 0p�-N �w _ .._ _ ..i.i 437 Opp Q o i { I P��tv- OFF!'E Suite i�00 - ---- 420 . .. OAC' rn I ! p%.1 i -- I e. I { loo © cv I • Portland, Oregon -97204 _ _. .. I - _ --- -- - I CE! f ,io i ! I -- • o Phone: (503)227-3251 II U 424 --.v__-- i C4 ( - „( Fax: (503)227--7990 f e r l 3'-9 1 I 2'-1 3/4 4'-b 1/2" / 2'-10 �1 1'-3" I ` / 2'--I3 1/2 I w r r �1 • " + 6'-0" '!' ? 24'7 4" I �' 9-8 1 2 _ _ C4 i•, _ -- I i 1 {i 1 OF { I t N 4'-0" 12'-8" -10'-a.1 2' 1�'�2 3 " 11D-0 4' - "1 g'-0• 1 4'_ "� `-3 1 _ 9'-i - 9-6. _- I_ -------� 3 I 1RICAL ENGINEER ;r_ 9 2-3 f AECH/ELEC t c �II�1 OFFICE 11 NTH�ACIE +I _OFFI E __ .. Typ - ^� P-N I I I: 1 1'-3 1 3 I t I 0 _ Ti- (~ - t t / i i !_I OD I 6542 SE Lake Rood l+ OFT-ICE 421 ( I o I Y 1 - i FFI E - - ---- 1 I i 1 I t OPEN { I I = OP N I OFFICE { 1 I i 425 E t 1 t 1 t u, !`� N Miiwoukie, Oregon 9722?. IF 419 I + I i { t i s 1� ENTRY I �1 1 OFFICE I 436 1^ ® / 7 Phone: (503) 659-6394 N ! 1 ! i ! 1 i t I , I ) 430 ' i I A •6 i [ 431 1 ` 9 ! 9 4 4 i 1 _ __ I A1.1 .1 �7> Fox: (503) 659-5029 a I I a o i I� � I 1 i i i 1 , /.---r -•---.�_-=.t I\ ------ �t'' � �'IM �rtl•� � -_ � -___ A7:3 --- --- -_T•-..1 _ • �� LANDSCAPE GRO _ _ • I• __ .__ M. _ _.1_._. .1Q--� 2 I 7►3 - _. ._ ,,._ ....[_. ` __ - ... . ..._ _-, ..._ --..._ _- -- _ I - va _ _._ 11 ._.a h�AVrr, - _- / -r_ -r--r- - --___ _ _ - ( i/ I Y cl OFFIC I I F30(T NW 6t I 9 24-1 1 2Y - -6 g-0 Q w r I I 4 ~ � A Y ■ _ -- -_. ._--_ _ ---- \ I 439 1 in Suite 327 `' ---- ; CL 1 - - -- - - ---- S Portland. OR 09 11 < 9'-f 1 1 2 g-0 i I �' EL V 3 452 2 i -. - - --- I d OFFiCE � 0 11 - G � I 3 _ _.__ 97l ^_ \ CLR I I I- l - - - - -- - n \ '1 `� hone: (503) 222-5612 ~ P �---LAB I ---i � •. 1, f 6 -13 U °-� �` Fax: (503) 222-'2283 - - - - - - _" I I I SIM I i c" / � I P4 I I I t < �✓ 1D 423 P4 ) I I 1 J` - A1.1 I p 1 _ 9 MEN'S I ELEV 3 ,� ' 450 \- � � � to 4 ECH' P4 ( P5 i 12 •_3 rs I I - I ! in I , >{ F4 j I to ix 403 I i OE3BY I FI_E ./j2 I T 2 ; .\ STAIR 13 ,� 7 - i K ! o- of Projert - I t �. 9 I C� P4 I SPM I I - I 3 R..27•/ •i 12 ! o ! I. s rA ft M �, I 'v� 1 -- i 400 f .4 I I F�. 1 _ T�A .� I I . _3 � �CGFFEE 15 1 a4 `' I 1 A1.1 I _,,.� "' OFFIC o o A4.2 # P4 i I ) I 4 I 51 4.53 C� __ - �.. _.. _ l Il > 440 I ► I CORKMm oMEN'S 7 I �I 4 ' _._.__. -- -; _ __ -_ _-__ - ( �� W I a PARK t ; I CE ( + L_ 1 I 404Ij i MI `� +M =LEV iii N I Y - ._ : SJ ) 11 I I �Ll JAN. 1 0 417 7J`) .. to ._- ----. _._,. __--- -- a - i111% to v i I 1 I II *404 _ - :_ ---- -I -- - - i F E - - vsnaulF 1 _ 1 !} 422 2 402 I 12 i © 3 d I• \ -'�^I OFFICE `O rn ,, \ `• I ! # i " _ " 1 9 �� \�/ YPt I 441 _t 1 1 1 S TILE. 2 4 2 3 4 8 '� t I t ! " { 9 ,,,G1 - 1.1 r i ( 9 �- - --� .._ V - _-. __ .. .... .- -T- - � Tl"� 1.... _., ... .., .., .... ._. _.._ --� _ _ ._ _ _. _ _ -- - __ - - -.. - •-----f- ----t 1 4- 1 - �' � - A8.3 - • -� ___.._.-_._ ._-_ � �_- --_-- � I ! i i I l 1 (' t' I ( I I • ,�• t 11 i i 1 I , ! I I r i ; ■ -- ---- 3 1 2 _. a gt-p•_. _. 112'-8" 1 I 1.2'-6" I 12'-j6" { 12--6 7 B f 2 9'-6 w 1 i 9 ► t ! t I l 1 - / ! ! I - 5�-1 1 "' g!�1•_- :.0 ,3 '-8" 7'-04" _i 14'•-5" a -- 8t- i • -( - - ----�- { OPFN i 4� iN GROUP NIACKENZIE 1998 ■ 9,_6w n° 9'-1 2". _ _ _ -- _ _ _,.... _ }. - _ .. _ _-a■3--8- 2 - i t I _ _ _ - . o __� __-- --- 1 ! t I ; ( II t HWN I ! (� 412E I p I THESE DRAWINGS F RAND AREx OTRTU •- ALL RIGHTS RESERVED .,. I D l� { I r 1 I I I 1 i I ! { 1 i I 1 I 1 { 1 I ( I _ .� f I ■ GROUP MAG E ZI N.•, (V I 1 I I t I I 1 i �' I t I 1 �_ , _ �_ M I p USED GR REPRODUCED IN ANY MANN1 415 ( a i ! I { I E t I _ ! i ----- „ •� n� ! I E i ! { f M I I { . _. ._ .. { -- N WITHOUT PRIOR WRITTEN PE.R►aassEtr . .... I _. a. _. _, E . ._. .... -_,.- r REVISIONS: ' OPEN 'j t 1 E � �- I ! 'OFFICE a , i I i I I d .. t7 io 1 1 1 I i I OF I REw5I0N FG�f'(tON 1 4 7 EKE] : ORE J I 3t i 1 1 i I L_ 00 OFCE CLOSING DATE , • i .:. _ __ _ ., _.. __ ,_. __ _ , t,.. I- ._} I i _V ✓^I,�.✓ i� \/-�/ I OFFICE OFFICE I _ _„ ... F - �' i' "T ( /^\ w.�_ _.i { _ __. 1_. I ..I I ,` OFFICE ( I 443 I 1 G r2G 9� {3 i .,. .«, �•• w , 1 ( _ _- _-I _ 1a - t_ - _. _i,.22'�'8.1 , I._. - _. .��,?' }L2 '"0` a.3 Ls47 I 446 0445' 5 O -----, o 'OPPF10E `e f I ( L_ 15-f -t1, "I-� - A8.3 1 8.3 - �- I I t L I t 1 r 3 EQ. a 1 2 (5) EQ. 8 1 2 3 EO _ 1 - r - - 414 o i - -- - ---- - ! z 00 (ND of FO W _ .- ---._ - - _=-� -, < ) «o r nB I w O , _ - ti-� PP 2-0" IV-0 `--' g +__+--- ^ �- B B OPP 1 I 6 1 1O F \ OFF ICE 1 - 2 UFP 2` 0 2`° 0 I _ QPF1a'-0" -2''"°°�2'-°" 2'-°• �OPp OFF,C '� �- / /.'-_,/�y� ` 9 40AOPP 10+_� 10-810'-8" 10-6" 10'-6" 3 3-0OPP 2' „ w " CONE. /� ' 9 �� --- ---- __- - / - 10-8 10-6 C I 10'_.g' _ 10'-8" __10-6 '' •"" � - 1 9 410 - _._.. SHEET TiTLE• ' � _- _ - ----- _- -.__ - _. _ - __' - � • of �, r r� _ _ - ._-___., o _-_ -._ • 1 G 1 C 4, O 1 ;� FOURTH C ftp C I �� O ► A9.3 I _ - _- -- - �"I ^ t P. 3-0 2-0- - 2 `0 I _b _ __ ► • » O� �I-AI� r r r r r w 8, 0" t3'-0 8 -0 0 3 a, A 2'-0" 6" 5' 0- 0'-4" 3 3 » 27"- 2 - _ ?•7r-6w 0 _L. 2'-0r r� _w _ _ _ .....----'- -- ..-. 4 -8 30'-4" 25'-0" -- _ -- 2'-8" M A4.1 A4.Z 30 �y 3 A4.1 82'-8" -_- - - -' 23' °» -- `- DAIS 3/181/98 ' u _ -- -- - ----- -- DRAWN by: ' CHECKED By'PPA wzf�` SHEET a i * q k A3.4A2 * 4 FOURTH FLOOR PLAN 8/1R/98 ,, 5'k=alfMr.;41r",,� •ah�'{ e....i�i.,- � .. _ _.. _.._._-_.._,_._._.___ Of` �►,a i,r ------ ----- r,r'". 0 32 JOB NO. IrV.��-�'/'1 0141 �A V , � N S ET" UNE �6 -... RE / �nTPERUIT NSTRT10 _ ,w gP9t1 U , Poo 7 of 57 1 i i - r.V- Wpm, 11 this notice apprnrs clem-er Ihsln the JUN 01 „ ocumen v u mn t1CC� d I, ume'tt, the 1 i. f r�i,wll yul+Ilh. 1111 1 i I i ! ttttct'ciiilt I I IYi-fLJl�j .�` I�I Ijl !I III{I I I I III I i ,' ,. �T�1'll ,,,I,iljillil ' IIII�III�E� !�1 ,' II i I IIIb I IIIIiI���li I i I I : ,,, i . III III il;ljl iI I � I nuc• I «I�oc x+allw ff I � fl';!p iii 11iL!IN�!I!, 111 i! III 1 1IIIIfla�11 I Illiil11.1Lijlaln.11,l.llnllLt.,lln,itll !IIIIli,n,Hiili:,AJlI„',:,illlL,,...I►ih,,,JJI!„ Ii„I,1 li IIL,I•IIIIIIIII, 11 ., ' A � fi,l.�.iik .., ,9'x':I i LiW.,f-d ,'. .i,., � A ''cC.rWi"^• ::, ..., .. ,. .., ...,:. ..... ... ... .. - I t , WIN immolowoU M Vi • .. - C,�', , v V GENERAL NOTES IC O�'E N LEGEND - - -- -- A. ALL INTERIOR DOOR JAMBS '10 BE 4' FROM "Ow",ft%,1`1 " 1. ROOF DRAIN do OVERFLOW, PROVIDE SOUND RA fT v �► � �d IHR RATED WALL INSIDE EDGE OF CORNER U.N.O. INSULATION AROUND DRAIN `" B. All INTERIOR DIMENSIONS * INTERIOR WALLS TO BE 2. CENTER POINT FOR EXTEkIOR WINDOW CURVATURE. .� 1 FIR RATED WALT. - TO STRUCTURE OF WALL U.N.O 3. ELECTRICAL RISER, ScE ELECT. DRAWINGS _3 !- - SEE DETAIL f/A1.1 C, All INTERIOR WALL TYRES TO BE Pt TO UNDERSIDE OF 4. WATER HEA•"ER - -=�I 2 HR RATED WALL TO STRUCTURE CEILING U.N.O. 5. FLOOR SINK ' SEE 1/Ai.t SIM D. All GYP. BD. TO HE. %" TYPE X U.N.O. 8. REMOVA6LE 42" GUARDRAIL SEE DTI. 9jA7.2 errr�r z�%xr� BRICK WALT. E. SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION 7. DUAL LEVEL DRINKING FOUNTAIN F. SEE REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION 8. i MI-RECESSED FIRE" EXTINGUISHER, SEE DTI. IO/A1.1 G. SEf ENLARGED PLANS FOR Q:MENSIONS AND NOTATIONa `i�: •�-iNZf'ftfOR VlALL.YVf.tat)UAIf] gTTF�lU�1,j1O�1 •-5�:- A1.1 3S WINDOW SCHEDULE: SEE SHT Ay.?, A9.2 19. ?ROVIDE W000 BASE THROUGHOUT CURRIDOR H. WALL THICKNESSES ARE NOMINAL UNU - t J. EXTERIOR WAIT DIMENSIONS ARE SHOWN AS NOMINAL DIMENSIONS / .__� �__/�_- ^ -�^ _ '^ /�--�• -� Uj a � N ,.; U1 U Q OIr /EDLEN 4650 S.W. Macodarn Avenue Suite 220 A4.2 Portland, Oregon 97201 1 Phone: (503)299-6000 FAX: (503)299-6703 r F G H> J K � L M A/ < <� _ 254'-0" _ - ____- -- - 30'-4" - 1 - 1'-8" _ _ - `------ 400-0110_-- `- 22.-6r 27'_:6" 25'-O" { 1'-8" 30'-4` 25`-0"_ _ 2T-6"- 22'-6" __ _ _ _- --- ._ 2'_ " '_p•_ 2'_0" `-0" 2'-0" 2'- "-� •2• r a_0• 1 8" -2'_0" - 2•-p" 2'-0" 2'-0' .._. 2 0 -, 2'--U` 2 1 -6 _ _ . » , r . . r . » . . . » . r 8-0 8-0 0 10 6 f 0 6 10-6 10-6 10--6- .31-00 _ 15-f4 _*_ 10' 6' _ 10'-6" - 10'-6" 1i�'-6"--_ 8-0� 8�-0- I la_ I B B R B /�.C./) (�-C-�) ; I _ �c UOPP I �OPP I OOPP I -OOPP (Q cc N 9 _ Yom-- _ to I I O O I OOpp I OOPP _ _ - I - - -- -- --- ___ - -�_ I . I --- _ ---- --_�- - FOW _ - -- _ - --- - - --- - - - - o ___ _ -_ ..__ -� ' 8 A8.3 I A8.3 STRUCTURAL ENGINEERING I I I I I I I I I OPP I 111 SW Fifth Ave. in I 4----- Seita 2500 Portland, Oregon 97204 �i of OPEN OPEN I -- .,n P I OFFICE I 0512CL N Fax: (503)227980 ' --��- - of I Fox: (503)?27-79030 - -- N o - 511 v I I I ►� 510 I I I \+� I I MECH/ELECTRICAL ENGINEERING 6542 SE Lake Rood rauFACE 4IFJC• . r 'Z 3 � 3 N Milwaukie, Oregon 97222 9-f1 1 2 6-0 11 17 1 �- CLR 2'8 8.6 SIM 6 'to Phone: 503 659-6394 c,l 2'7 0' A1.1 TYP I A7.3 I I 7 Fax: (503) 659-9029 10 11 2" A7.3 I I -- -�--i--- --- - -._ I ------ I�' 1 I 6'-0" ` 24'-4" P 9'-8 f 2"�,� -- ' 24'-1 1/20 6'-0" 't -- - -_ -- - - - - - _ - - - - - - _ - - CCB __� r _ - L LANDSCAPE ILO 9-8 1 2 ; ---- CLR �- _ - - A -/�- - - - -- _ -- -- - --- ------ _---- p CLR � 6 800 NW lith AVE. _... --- -- ---- - ,n 9 I te 327 p 6 LT n g �. I g I I Ei_t V �t3 I 3/ - - - - --- - - J P irtlt nd, OR 97209 T-_ _ _ _ ___ - -� --- - - - - - - _. -�r ` - -- --- -- --- - - - - -- - - I Pnonc: (503) 222-'5612 • - - OPEN -- 1 -- T I 16 P4. i ~-�-»• P4 - U P5 OPEN Fax: 503) 222-2283 OFFICE I P `sT.dIR P+ p4 I OMEN'S MEN'S I i ELEV `- I OFFICE 50A ( P. ?J I , ` - p4 I LOBBY /¢4 I is I ASECI± I X13 " r----_ - 2 r� --VE 59. - [o� , �,M; , , MFCH 1 �� 16 -I I I _P4 ) I 509 a ELbt./ 2 I I JAN. I STAIR I 13 �� R 27-- 3 1/2 K a o Project / O _-- ^R�2T'-3 i �rn A t.1 rn . , 11 I �� f. ''- 1/2" 13 v I I .r --rte_- I t ✓4 5 11 - 515 SIMJ A1.1 I I r I U I A1,1 • ■ 4, 1r� --- I COMMATE Ela - by O I `- t{ - - - # - =� - • - �7 �\ N S HAi� jT �� 1 '� 1 I rn ori P� • � 8 ` HAL, 10 � R21 9 _ I _ V ci" 0 CO 517 �+,Vii- --- --------� io 2 I �.a�� a - 1 - ._-..- -.... --.. -, --._••' __r_t�ac7 - _ -- - -rL e• 1 16 �ST A1.1 _ 2 6-7 Al • 4 SIM r - - -I' -_ I 3 TYP • 1 ' �+ ,, ,, I r-6 _ I � tq �i' 4 3 4" 2 8 1�/2" 2' FB 112 HALL I J i C _ AB.S I 1 10 I - - 501 - 1 I +^14,1,; r I _ - - - - -----I-- - --- - - - --- - - - ---- fi. N . i l to '{ - -_ -�fp� 5 • 7` 0 3 '_8" 7'-0 3 4" 11'-5"; 8�'Br._ _ -5 5'� OV Im� -------_--� ' o � I GROUP MACK',N71E 1998 ALL RIGHTS RESERVED NI o I I I I I N I I I I F I GROUP MACKFNIIE AND ARE NOl TO BE THESE DRAWINGS :RE THE PPOPERTY OF OPEN C-.4 c]� 1 USED OR RE,RODUCEO IN ANY MANNER, i opOFFE5 �1 (O-F_FI�C-Et I ATHOUT FRIOR WRITTEN PERMISSION ItE • _____-__s-__ I 508 OPEN ' I - REVISIONS: 1 OFFICE M I I I I ( I I 507 I I E tO i ra REVISION EDITION •� o 4 I E ! 7 � CLOSING DMT[ so v �OPP ' 8+3 4 5 Ai3.3 FA�8�31 IFOW -- FOW �� B B • B 2'-0" A 3'^0r 6 cp 3 A\ B 8 _ O O iloo !, oI ,'- `-' 2- OPP 2' 0 _ J DPP• l 2'-0 Pf' 2'-0" 2' 0" 2'-0" 2'-O"', PP V COPP " r I_p r>P10-8 10-6 f0 6 - 10-6 10-6 15-6 A8.3 t 10'-6" 01-60 -6 ' I - -- a - - - - -- -_ _- --- - - - SHE TITLE: TLE: ; - p Ik O 1 FIFTH _ n 2a- A8.3 - -- 3'-0 2'-0" 2'-0 r w 11'^?L` - _ - FLOOR 1 -6 W-00 L _ 3 PLAN _8 0-2 0 0" - o 27"_6• 2'-0" �• gr 40' 0" A?.3 22'-6" - - - __ - ---- --- - 27 6" 25'-0" 30. 4" 1' 8 - _ 30' 4" 28' 0" 1,2 1 A4.1 A4. r A 4.1 3 i,. 82'-6" 23'-0" 43'-0' 23'-0" - - --- - - - - o X a. DATE: 3/18/98 _ - - - DRAWN BY: }��;�ID�Cwx) CHECKED BY:PPA +Y SHEET T �I EI�I F=LOUR PLAN Az.s 5 1/anll Og-- - t3/26jD8 • r OF r 0 4 s 16 32 JA8 N0. -� a 298041 TI-297 353 13?�I ti:;;•R.,'Parkway f;111 gR_Ill9l REVISED T.I. PERMIT / CONSTRUC110N SET: ,JUNE 2faq 1 Pa c R °t• 57 w r i '' If This lto0icc tpl►c11rs 2 2W clelurr 011111 01e JV1� 0 � •untenl, the docuntctt0 iv of nuu•ginal qualify, miCrol�s(mE`l� . ._ i till ;Ililll��ll.l li'jjl�ll�lll�ill(I�ji ,j�lll�l'� �j1�� I I INGN 1 MADE N CNIIN CI "1 'lr_ W.>� _.,:tf ,l, i , , ,i� „ ,I�I,i�i,l, III ( 111 (lllilllll I111�1H�iltt!il�liil!!�Ilii!!,!;�!II ill,Lilill.+l llin.lilililii,!„II ttll:.l.,, Ill,.11lI �llrl1r ,.ilil al�,,,..,III E iil;li�„r I ,,.ill,,,, IIII, f�.,llllillIII Ii I •.,. ,. ,111 ,i in n 0 1 , { mum R, a �, , I . pr 4 r - :0' .;a )�.,•i,-,r r r�• P�: ' i ,t,f fi s. �kl Ji�1�'j{d5�� �`,ygpp4 M""n � I i ,_ F ' X >'R xrt"' r�! .r I t` 11r,fit dr.{.:� � ' �w'• n Yw fi IS �y3 Srxx11 i 74 cA�VyW9 i d ii + � S 4+x'te kyr Wyk - _ ,.,If .�j a l�'M Lf��� �!vt 4�A��K• uT ` ,� IYI; *y; , /A",4� 1•+k a:'t yt��,.rF1�yyf r,Ati16e� y' d.kh 1 r, ?"�'1f �F'��"'r, O�r , -:��T".,:$:-,�tN.Y✓0� `�,,�,! � A :� h,.:k4s .. k�R, ��r.,. _ k j d 73...n�`. !r,S'��'aa YI •l .��:' wq ...!S ;", t n:',y¢ :, ?S$ �" .. 1..,: -. :„;rs., _ ':x S ..G v - ':P - t1,,: 4 . t ak r 4m �: ,.. - ,.,,. , .:.�,... ...;n -r LC�t'�S�.i�i:�6��i>�sut.rF'�b�i' •A�lru - '.�y, ,t t -s +�'xltsi�. 1Ji&dlati ( YiiY➢C . r��lrf�iw;tlt�sr> iS ,' ..._ .:,..... ,: t,. .:.o._..,.,.:,. ,.. .. . .:'.., ,: , , ,. .- _ .lo-.+A-". .a-,.,.a..k ...H d+WY.l�k. 't• 7 .� vq sow n atd�Cdo 1 tt¢laaSr �uav ,we1r. %e :, >,...: .. s. n :-„ ,Y ,.,., ,.d,+,, >4srr , { � raAu.•lu�'i.x .awrtiF.W4.4e+k...J[Sn#utA. N • • .. „ .,., t , >._, N' .,u. ,.}$, �+6�,'�ks Is1�f9vNt7� r • _ ew a., -,.,, s� .o^ 2. �' v +4 I^q . , : _ -.M1 l '.n,. , f.. ..14,A,. ., tial ,.b�.Ei: T.w 11.tE",l:sH.•""D.R� 1: 'A.. ' . .. •. ... , '.. r. mrf.,.:.Xi.Bt-�eo-.t�...c f.l „ `.: , , r .,. , r . ..A4'.. ' 'v. C'• {Ig•,lf x , . ...� ,�` xU �. O .1. :,. , -..o- .. I,....e;....,•., ,.,i}c.,a?„r ,._•.,l. ,,�' , M1 M .,L,i .'� d��' ,.. ikv r,`�',,r •: '` r d`.I . ., , s -., 'r, � .tlL� I _ _I �.. � t� 1.:�. "ID,; .. �'.� ;q.• .._ a � M - , �d � a> x: ,j � "t ;g "•� �iY,x`}6�.•�' R'; Q� .,. . w ,aN,., p,�, i F r M � A E3 C 254-0" _ _ - __ ____--- - �5 ---- -' 30'-4* 22'-6 _-- _- __ 27'-8" -0 ,177'-8' - t _ -- - --- -05 f z t 14 24 �5� !C� T,IPARAPE r T 4U T%PARAPET T/PARA°ET '.�'" _ _ -30 " /---- E3 PET ( !/PARAPET 2AR�APET a �� '°- . J► l _ - 305'-0" - / I I N �� to ow M O°' I I - ---7- - T/PARAPET I - -- - • I 26 .__._....._.. TYP ----_-__ -•_ �- �6 � - - - �- T ECK 26 �"`- T DECK j 299 8 , �''- 299'-8" � � T/DECK ! - I W. -IT b26 T ECK // CfC '�` I I 299'•-8" 1 n; I I 1 4650 S.W. Moi odour Avrna,>" 29y'-8" '�\ 11 / Suite 220 i T DECK w I11 / . Portland, Oregon 97201 ` / 1 N o a I Phone: (503)2,99-6000 `• I \. I I ? TYP II FAX: (503)295-6703 -` A2.6 • g SLOPE 8'n--- 1 w • �9 1 SLOPE '7 ,-- TYP ! Tb26 \ f TLDECKx_0 COL ''' ( - I 7 ! ! 2 COL � 11-7 " -- 9'7-4„ I � � g I 2 ( ! T .ARA ET �O I T D[CK O C C _ I T DC.K - ` ' T DECK O COL L 7 - I T DECK O G)L ..-- ..-. I 7' 1 - A. i I I T DECK T/PARAPET 11E. L g � -' 297'-10" :, .29 5 -- --------- -_ .__- r.-_ DECK ao • • 1D 1 _ In -IJ T ECK 1 _ _ ___ - - - - - '-- ---- ❑ \ / � it ❑_ � fQ ? �. ,�' � � I � ./ I . �I � - - RIDGE 26 - I - i T4 0-❑❑ i 2 \ / IDC I \ // I ! RIDGE o - - -- __.. i 3�-� /\ I 10 ❑ ❑ ❑ �`` I I 2 r-�r `✓ I I 1• OPE �9l'`-� ❑❑ I � I /\ II I( r��� r�� II 1p I /\ � t � I �. `�, I I a { � ^ 1 I � // \\ III II � 1_1 ❑ �❑ �1 7YP SL i j 1__I L_J I / \ I I i 12 I ❑❑ , // `\:I I I ❑❑ ❑ _ 11 12 I �' - - -- --� ❑ �_s�.oPF_ _ s,.-�aPe � �, I I / _ - - __ - aa. C ❑ i 0 I _ - V _, 1 17.1 ) I- ❑ ❑❑❑ CK O.�QL 1 STRUCTURAL ENGINEERING SLOPE �❑ �- - - - - - - _ ❑❑ ❑ _ - =- - - -- i ❑❑ ❑ ❑❑❑❑ ❑o❑❑ - ❑❑ ❑ r.�❑ � I ? ❑❑❑❑❑❑❑ I.�❑❑❑ L.]❑ ❑ ❑❑ ❑❑ ❑ " kFf C up E11pl1rtiei+lL�ru T ❑❑❑❑r�❑ ❑❑❑❑ PL]❑❑ 4l ❑❑, ��❑❑❑❑❑� 5 2p7-10 Ave f ❑❑ 017111❑ - ❑1 .❑❑Q0� �-� �--� 111 SW Fifth 5 ❑❑❑❑ ❑❑ C_IL ❑❑o❑ -�n❑❑ _ - _ - 4 rot- Suite 25 i I- - Portland, Or'sgon 91204 T DECK O COLI 2 - -` T DECK Phone: (503)227-3251 17 [D] _ - cv 5 r '-` ' 8 T ECK O COL I 299'-8" -� -rnI I Fax: (503}227-7980 T ECK - 1 Q ❑-L ❑ �' T _DECK ---- -- I / r T DECK ry�''�"' -D"- T� !`1 n(�( 1 n I a❑ 191-1 r� �+ .� `�` o • `- - - - --- --_ - .� 0.1ECti/FLFC TFICAL ENGtNEG`ZINC: 1:1 +.amu•..'�•.u'�' - _-_-_ _.. ��� W. T ECK r 29, -1 - _... _ - - - -- - v F O PENTHlSE __- -- T PARA E 6542 SE Lake Road _ _ _w... - I- F. w • - - - _ _____ c - -- --_.... __ -- _ _ T ECK ® COL T ECK O - V MEZZ -�-t ,i �� -3051-0, M�Iwnukie Oregon 97222 F F.F. O ELE T PARAP --"3"- - / ^_-� r-- ------------- -- •-- � � � I I �"""_ T' ECK O � g � � � I � Fox: (503) C59-�9029gd � f / 305'-0" � `� SLOPE - ' SLOPE - ' - us __"•'�... --' /• I I ? I i LA!JDSCP.PE C a I �--�f 13 o I � 13 I I ! . • TYP �) " 25 t I i 800 NW 6t.. /-VF-- TYP- N � • l_� ;�� T YP _�, c� N Suite 327 • • TYP I l LTJ n e 26 'P ro Portiafie, C? 97209 o Phone: (503) 222 -5612. T/DECK - Fox: (503) 2-22--22$33 I ( I 299'-8" 24, ProjAct i T DECK T DECK I299'-W > T 'DECK' 26 _L____._._.-__ - ��► .,� I ! 26 299'--8" PARK V I 2TYP I - -- - - - - - - - -- __ -- i� It - --- - ._ - - --.... •_ t _ -_ - I , '1'/PARAPE` � 7 � , - of I p �� '--� u= _ 1 T/PARAP �� I TLDE�•' i j � � TYP - . :. .: T/PARAa ! 302'-8" { T/DECK \ 299--1p �JF%K - ' 26 0Ai 302'-8" --- - -__-- --- _ ;;�• ? 299'-1p" �. ��I �„ >•+ - _ x,. 2A BAPET - - -- - t.`� ` 305'-0' V T AR-APET +�y,1 ,y e, 7'- 5'-0" -----�- __-_- --._ P U; ItE i9148 TYP - - - _ ___ _ _ �_ - _-___--_ (� �U RiC�.., Ri:.;E!?VEn l p5 ZT-8 / .2' Q" 2'1'-`5• ___ _ _ .- -. - - - i)!' J!at vs! n /2E t`Wf'D0 TR,IY 22'-B" 2 s 2 � - ;.4" �.___-____-_--J_---_.___ -___-- _. -.- -------- -- � CJ'rJriY DAA!'.ENZ!!: •�D a 1,:) T; {� �., 24 - - - - -- a0' - ------- --- - 1 ,�:.. , , flE j-.,!)UCM IN ANY MAw1 R ' q a 24 I 1 A4.1 24 A4.2 tA`IlKKI Pn,.dk kR"Tk„ k72iAt�:�ION - • ti. �.� ter. ' 2' g• ----- -# REV! i Jt x _ 23'-0* - - - - -- --- --- r;; Y it . r _ -_'23'-0" �Y----o~,._- ..._-_.._. __. -.-_._ .y ED ' r "� + '� - AIA AI1.1 22 T/t LEGEND KEYNOTES _ L _ -- 1. G PROTECTION PADS - VERIFY AND COORDINATE _.�_-_ - ^ I WALKING �-.�._.- -_��.._-_ qa ] INDICATES DIRECTION OF FLOW TOWARD ROOF DRAIN QUANTITY AND LOCATION W,/ EQUIP MFR I _-- SHEET TITLE. ROOF S£ OPE MiN 1/4" / 1'-0" 2_. TAPERED INSl1l.AT10N OVEFr CONCRETE MECHANICAL SOUND 9 I ATTENUATION PAD - SEE STRUCT N A8.1 { ,�F�.F. EL.FV ME7.Z 3, ROOF TOP MECHANiCAL UNIT, SEE MECHANICAL ROOF 17 --,.-- - _ I 4. ACCESS STAiR 'r 30?'-3 I 5. CRICKET AS REQ'D PER ROOF SLOPE - )4"/FT MIN SLOPE PLAN A A' F.F. f i' N - : - F F --8 13. STAIR HATCH, COORDINATE LOCATION W/ STRUCTURAL ..... _ .-- 297-8 f.- ���*- ------`-`-""""' - - - � 2, 7. METAL COPING, 5F_E 1dc.2jA8.1 8. 6" PRIMAR:' ROOF DRAiN, SEE DTL 6 & 7/A8.1 14 _ i I I 19 YYP EAST IT ATION -T 9. 6" SECONDARY ROOF DRAIN, SEE DTI. 6&7/A8.1 WEST ELEVATION a- e 1/8 -1' p 1/8" 1'-0" 10. MECHANICAL. CURB 311 --9 11. BUiLT-UP R00 - �- 12, HVAC OPENING ( 11 I 7 13• (2) EYE' BOLTS FOR WINDOW WASHING TIE BACK - SEE' 7 /6 4 4 t 1 STRUCTURAL_ FOR INFO) ON EYE BOLT SIZE & CONNECTION. I A SLOPE MiN i � A8•,1ARA SET IN F'I•ICH PAN - SEE DTI.. 15/AA.1 _ I I 1� __ - -- GENERAL NOTES 1,� GLITTER �.aTF: j 11 T�; -- -_-- - ;r/DECK i L _ N CAL 15• ELEVATOR EQUIPMENT TYP - PER SUPPLIER 1 F DiNATE EXACT LOCATION OF ROOF TOP MECHA ! DRANM F3Y: DSV; A. COO 16. t:LEVA'rFD SI_AR PER CLrVATUR CLEAR OVr''?IIFAD REQUIREMENTS A9 1 + } 17. 4'al DOWNSPOUT TO SPLASH BLOCI CHLCKED BY;DTR/PPA A. �- EQUiPEMEN`F Wtrht .ARCH/STRUCT/MECH ! ! r 18. METAL_ SIDING ` I __ - -1 * _,J �3 I , B, FOR PIPE PENETRATIONS SEE MECHANiCAL DRAWINGS AND 19 CONCRETE CURB SHEET 17 1 � I+ I DETAIL 3/AH.1 20. ELEVATOR SHAF"'F VENTILATION LOUVER - SEF MECHANICAL x= -- - -- - C. REFER TO DETAIL 14/A8.1 FOR TYPICAL ROOFING ,r1, INTAKE LOUVER W/ OP05k.D BLADE DAMPER - SEF MECLi w ---_• .. 17 17 _._.-.. t• _ , MATRIX DiAGRAM 22. SiDEWALI. PRnPF1.LER FAN - SFE MECH ! r` i 23• HOLLOW METAL DOOR A2 s F� 20 13 20 6 25. CORNICE A8.1 $(x)TN NATION 26• PROVIDE SIGNAGE & AFFIX TO BACKS IDE OF PARAPET NORTH ELEVATION 1 a1 -0 SiGN TEXT: "DO NOT STAND ON (IR PLACE LOAD ON PARAPET" ___ OF -�- - � ;;oe Nom 298041 »wtl�ule+n,at a]PENTHOUSE ROOF PLAN n 797 T53- -7 yy-, 3- """'7 x,2.8 1/13"�-1•-n° � SET'F�E:YIS�D T.I. I�EI�MIT / GGI'JSTI�I��TiG�, ..,���'' JI�NE 26, 1 �.. : WIN JUN 012000 - _ tl If Ibis notice Rppenrs cl�'au•eY flour the .•r,., . 100 ,, ddeunu'nt, the dorumcnl ie of mnrkin;tl quality 11111'I'll�lilill'l� i 11.E fl1(1�11 II IIIiIIIjiIIII I II ,dill {fir `TIT i`i i I I li t I ,i, , I I{ ij I � l?i{�i:{i�i{I{i'I i�?1111111�;1 1 I{Iiilll►I?II{I i I{I(Illlljll� ijill�I�I it INCH MAO!IN alms - -r r- JIT-' {I 11! INl{Ii 1-ill Ill,l�li�lll�' f{Illllfili iillllll{IIIIIJ,I{IIIlLtll�ttllNt!t{111!ill!{iluUl�i:;1'fli,�•, ! i 1 • I,II !! i I 11 illi, ? 1! , , I' !Iilll l Ilii ? ! �llllli,ItNlllt I�IIlL N }- 1 t' r _. .• ... ,. .,IMT w. f Arc"Ffi , , ,Jw , t .. .,,- .; - - ,.,., .., .^. _ . .. _ .. .. r ,., . •.,:1.x.,,..•7 t. 17 J I y'Y 5} Nd s a,y i �tl tt+ r 0 117 ,. . :, r•.. } i its. I 1 r' r I�ty 'A 'Mi., � � I ,o9 g•�lC1'N.9�,y'.k,.•.A-p•',---':,.x-,pMuI.,m.�'-•--I_T._-,r'.._I--_4i�I. "•a,�'._—^-I__7_�M�_.,_..,i__.._._-_.--_-- _-I _ '_'D_w___.-_.-"-tz=l.�_-II II I_Ii_ i �r_-Ii II{----_.--I�—\-�I.-._-.S._-_-1—1__._{II__-_-(�\.1_•_r-z__„-_F`�_._\_-v.__...,=aA_�Y.�--_i..T`v_Y'.•.2.._"_.s_--1_'a�I'a_4_r'.,--_---.___-_=__-j._-_(-�_.�.'-aw_ _.•+x—-11�_-.a.T_�Vj_!-_-r-+y-�.a,-s-nu-re_.4]i'K_'._lrntin/e,�__i;_-_!-I.n8.4_-. _-.<_."-.II__•I._t i-i q__nE.i'-.-.a-�iI.V,_I--`I_-m__6.-f_„}i-.e r I6,+—yw.a_"a-y., a1-xbl-l:-�--„>',T«,_�•,—'O-ti'.Vb.:l�t N"g,^I�g' «-__.•.1 I1iIn�"....,�1'_i-„.!I_.�,.-A___._- I .- _r.•E°k�-,�_.3:.- {J-_----t--_{-,_-_--`•_II-II_I II_�__ _-I-�_-►IIII II II-i II-I I1 II`I-III�_-_-_. TT_-_�..-_.._ ------I--_„.-_-_.•--.r._">r--"._r-.—_"_� llT_a1T-i_+�I�•CI_!,!)trrIn,q I,i_I',I,i1=�lI”-�l�I_-lIi_�--l1 I!JE-t1{III-II/-" I-I-�-j_1I•"`,_I\1,I1!1 .1E l—I._lY_f•1It�I!—1 lT+ -l_.~I l.—l.,i.�'_�►r.�(I-ti,M—I_f^-.—I__I�—�v-1--1-I`"1._;R-1"- -_6r1wI-f i\�►!-_-!I..,Ia,V I.'_'�I�-,_I I_,.-_IIa_,=^.'I.•..I(I?,I-�NI!.~!-Ei!`--'1':l,C��S;'�om_1- .l�ut���.l/--!_I°�'1IR_J I_.rIiI_U..Yrmo_'i�__I�,lI:��(_q�~._I tt I,_f•—I �i�l I�'1I(•mo`— "tiI3 ,_•.i.I {,..\{,.I.{-�i I�.t�.,I1./l_`1{.{O\.l•-.I�._-.•!��I 1f I I�_ro�..I+I�`/I__1�1�I,f�^I`.f�• I,.j1,I•I, .,. I' !:,I�.II,IeII--I•,.i.'I.1-;'-,I!Ij t •:, }'f"'Leh.',,�hqa yE�y'ryt�,9r*��!a.'tw7yr ,r,tY..�?�J�`-_4I;�1'G9i.-'aA:,�.r e+ii,+��t�'"w'.,,/b M'3FhtT�w.1bitt.�2_tY,��-�t!�•47i.ri,�'y#11"'`-!-�r#"rit,rt,-� �* F0 co KEYNOTES 2. CPT-4 4 FULL TILES 12 8X, ST co .G 5 C CE MAT �-��-✓ 1. .�' /.�xx r`,.*.M_^�_,I";J�`T�.",°x«>.�E...,'-•.`+.`1_ .. . ' +�!CiqiV A.2J- 6 2. o.8. CPT- 2 ER . 1- 6 Y .'./_ -5- - R 1 --��0 E °)= � 0 ~ _ �1 FlU IT UP TO WOOD 1 ? v9. STONE TO 10, RADIUS TO MATCH SOFFIT ABOVE 0 12 BOARD ROOM 11. BUILT-1N AUDIO/VISUAL CASEWORK LU 12. ONE FULL TILE 3 I ARL F 7jLF T E OF ARC AT THIS LOCATION A14D7CT02 0 I �Y MONUMENT NTC r ` 15, RECEPTION DESK ONE FULL TILE CENTERFD TART TILE LAYOUT AT 'PHIS PONT N 7148 8I _j %0 4650 S.W. Maiodern rvM'Jr Porte 220 ELF V. c'hone: (503)29S-BQ00Portl;nd� Oregon 97 104 41 FAX: 503)2E96703LOBY CO5" ( W7M NS MEWS L 1051., 105 4'-O' ..1k15n 147 / a -)_u I I1LE 12 0 7 Ot N RECEPTION 22ENTRY 61 a FULLTILES _ ? 18wX - STRUCTURALENGINEERING 111 SW Fifth Ave. 12 CY W ko Suite 2500 tOregon97204 2 327 Fax: (503)2277980 13 I 6' S" MECHLEC1RICrL ENGINEERING STAIR _ s N' _ _G STIR 8542 SE Lake Road 3 ci� E7E [ Milwaukee, Oregon 97222 8. Phone: (503) 659-6394 Fax: (503) 659-9029 LE'�VLANDSCAPE BY GFEEMOWS V. 800NW 6th AVF Siete 327L2Portland, OR 97209 WOML,WS MEN'S C4 Phone: 5C:3 222-5612 2Fax: 503) 222-2283 IRY — 04 n 101 to JProject TRAWYLE to itJANITOF- DF 1 7 1 ATE E L-2�Ln ff n PARK VETIBULE W1,-E*4G M S20W HALL 4 FUU_ TILES Eo 0co PICAL ELEVATOR L.ORRY - EiNiS � KLAN RES3TYOUP MACKfNZtE 19 98 ALL RIcTHIRD, FOURTH, AND FIFTH FLOOR A27 114"=1'-O" THESE DRANNGS ARE THE PROPERTY._v. _O t _ .f GROUP MACKLNZ!E AND ARE NOT TO BE �1 USED OR REPRODUCED IN ANY MANNER., ULE INITHOUT PRIOR WRITTEN PERMISSON VESTIB� REVISIONS: 6 REVSIJN EQITON CLOSING CATS SHEET T111.E: I. ENLARGED NOTE- FLOOR SEE FOR CONC. SCORING PATTERN. FINISH FINISH LAN PLANS 1/4RS? IT RAI DATE: DRAWN BY: EKK LPi CHECKED BY:LMF SHEET A 2 . 7 SECOND FLOOR FINISH PLAN OF eM N0. 298041 T11-29735: ; REVISED T.I. PERMIT CONSTRUCTION SET' JU�4E 269 1 0 10 of 57BIf 11noice appears clcal,ra JUN 0 Z2000 imew. the is of ntacRinal quaity ", - :;, wl 01" T rlz� .'.M ; 1 i rr da,Q "I a , ' .z_ ,� r.r_}:,�.�ti'>�`ILX�htk � v ,:: 1 1:y ' k r, 1tII•+t'., , 4 i , 1 ... - ^.....' :.,.. ,;, I r. - .. '. RIM W. , A P 10 , y _ 51 , �.. , rV _ _ .. �-mar-�.• <. I, J i_1 GENERAL NOTES � _ � a A. INSTALL 2 NOMINAL THICK BLOCKING AS RE4U TO � SUPPORT TOILET ACCESSORIES, TOILET COMPARI MEN fS, ffi w 1 L E+ ---- � f " / 11R1Ne.:. ;iCREENS AND SHELVING „ _.�..-�.__._. / I ` ( - ICLR� CLR B. SEE 1/A2.8 FOR Twwk MOUNTIN!Q HEIGHTS &, FOR TOILET ACCESS ORES AND r IXTURtS u, c, t c AA.c_cE�ssoRY _ E ACGEsscx2} —��►. --4r=- - - ---�_ -- ` SSORY A FMI RECESSED ROLL �ACCESESORS)'�____.SED �SFMIEREC:E,SED �_� CJ OMBINATION TOILET COMBINATION ' KEYNOTES � PAPER TOWEL DISPENSi'R, WASTE RkCEPTACLE COMBINATI N TOWEL SEAT COVER DISPENSER TOILET SEAT COVEft 15 15 18 1 DISPENSR�VASTE SANITARY NAPKIN / DISPENSER, 70ILET 18 � 3 3 1. UNFRAMED WIRROR, WIDTH OF COUNTER - T/liA1RROR O FJ' 0" A.F.F. RECEPTACLE 0J5POSAl./ TOJLET TISSUE TJSSUE DISPENSER l l "� f 2. LOTION, SOAP DISPCNSER �, w DISPENSE'k ` 4 t t 0 n 3. 36" GRAB BAR 0 a iii ra o 8 8 4, 42" GRAB BAIT O n ( - 5. KICK .PLATE L \ I I 6. LIGHT COVE SEE DETAIL 7/A2.8 w a v ►- OUTLETS u, 17 'i ���� � 21 v 19„ 7 M 12 11 7. SEMI RECESSED PAPER TOWEL DISPENiER/DIc."OSAL ,fin"d 'r G- SWITCHES v -' \� ~I S. FLOOR DRAIN (COORDINATE W,/MECH.) I - 9. SEAT COVER DISPENSER/SANITARY NAPKIN DISPOSAL/ �' C do ENVIPONMCNTAL ___ -- ( �0 I jTOILET TISSUE DISPENSER - -- � CONTROLS --._ '- �_ I '- ?0 iu D-- �� (9 OT s I I 10. INSULATE DRAIN PIPE PER CODE 9_1 YP 11, PARTITION MOUNTED TOILET SEAT COVER do TISSUE 2� `v _ I i -� ACCESSORY LAVATORY H DRINKING_FOUNTAIrd _ SWITCHES AND OUTLETS DISPENSER (SERVES Two TOILET COMPARTMENTS) C �IEw+�-a,4 IN j I t5 1A0!1NT FLUSH ON DISABLED 510E OF THE PARTITION F NAPKIN I•AMPON CG \.J DISABLED ACCESS (?3 '` 9 I I� TYp "' 23 12. PARTITION MOUNTED TOILET SEAT COVER/TISSUE DISPENSER do APKIN I I - __ LSANITARY NAPKIN DISPOSAL (SERVES TWO TOILET COWPARTMENTS) - MOUNT FLUSH ON DISABLED SIDE OF" THE PARTITION 1650 S.W. Macadam Avenue Sulte 220 �•,_2' 4 13. METAL PARTITION Portland, Oregon 97209 I O� , 3_6" - �A!B r 14. ' ! LOW DRINKING FOUNTAIN _ C7 2 ! I 2 7 I81A2.8FAXne(503) 99-s703� 15. CERAMIC TILE WAINSCOT SEE 16. 6" STUD WALL 11. SANITARY NAPKIN UiSPENSER _-- '� u, ' � ��-t � ,��^�� • �> s �• 18. TILE PATTERIJ O END WALL, SEE 10/A2.8 _ _ _ ~_ _ ! �� , w - WOMEFI - DF OF MEW --- 2O. PT-2. �yS STONE B iCSPLASH� �� � 21. WC-2 CENTER IN ROOM`I -r.----- - �k----- I ` ./ L u EQ _ U� 22. GYP. BOARD PAINTED K\ 'TYPICAL DISAHI_ED ACCESS STALL /L WATER CLOSET M URINAL N DISABLED URINAL /` Wz - r STOP CERAMIC TILE Wf! 1 BULLNOSE TRIM AT EXTERNAL t,Cr7NER 23 -s >' - _ ____�__ __ - ____ - r, ) �s X14 TOIL�.ET Lr�OC)►11� A�OESS®IRIIIII�S AND FIXTURES C c+ -7 2. MOUNTING HEIGHTS AND DIMENSIONS + HEIGHT -T O HIGHEST PART I-r" J -- WHICH IS ESSENTIAL TO HASIC 4' 2'-7" _ 4 -a' 4 10 1 1' 4 1 2 TOILET ROOM PLAN - _MEN/lie,®MEN STRl1C-LURAL ENGINEMiNG :'- 1/4"=1'-U" 1ST, 2ND, .3RD, 4TH, ETH FLOORS � r � r•- 7 111 SW Fifth Ave. A2.8 �2 Sure 2500 22 A2.8 6 1 21 2'J 1 6 13 TYP Phone: (503)227.-3251 , + 13 97204 TYP C _ Fax: (503)227-'980 �- - MECH/E:L.ECTRICAL ENGINEERIN, , J 7 21 _J F SE Laky Road � '• / 2� 11 r M!IWOL-kie, Orerrn 97222 12 11 ' 11 2 19 , 19 , 3 t 3 Phone: (503j 659-613 , ?I` i i Fax: (S03) 659--9029 15 I { \ -.-�� ;a GT-10 ` LANDSCAPE SCE SPEC SECTION I s 1 800 NW 6th AVE. - - - Y._- __. - - BULLNOSE TILE Suite 327 , ------ Portland, OR 97209 " — r TYPICAL P 1?-561 K L L 10 6 �_/ 5 7, 10 C7 WdM L K CT-9 hone: (503) 22 - 2 ' ;.-�W_T.. '_ SEE SPEC SECTION i ax: (503) 222-2283 TYP 9 `1 g TYP �•� SCA f f� �� A22� NORTH \� A2.8 f` ----� TRACK .rr / Project TOILET (ROOM ELEVATION -- WOMEN � TOILET RbOM 'EVATION MIEN - ��--SUSPENDED GYP BD CEILING � _ - _ ------ COFVICMTF- 1 - - 1 '4"-V-0" 1ST, 2ND, 3RD, 4TH, 5TH FLOURS 1/�"=1'-0" 1ST, 2ND, 3RD, 4TH, 5TH FLOORS (; / - - ----' a--- I � y. 5/8" W.R. .YP BD PAW WIRE HANGER w V. --- 3,� STUD O '6" O.C. CT-70 A2.8 (rT)I \�1 / �*=—/ — - - LUMINAIRE ? 21 \I 118 I� / - -LAMP '• •_ ' --•1. .•�_M SEE SPEC SECTION y.' 1 L • pro 18 21 l h, " 1 STL CHANNEL Vi -t - q,� - 1 TRACK - _.Y - LJ CT- 11 ! A" HAT CHANNEL j - -»� _ i_ --._- --#-' SEE SPEC SECTION :' W.R. GYP BD 1 r� _ I t CT-8 3 t ! -- --t - _y. i SEE SPEC SECTION a 314 21 - — - _. ____-_.._._ _ - _. -_L _ GROUP MACKENZIE 1998 �..- - Pr-2 © ALI. RIGHTS RESERI&D SEE SPEC SECTION THESE DRAWINGS AR: THE PROPERTY OF �— GROUP MACKENZIE AND ARE NOT TO BE 20_10 115E0 OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WP.ITTEN PERMISSION LA - -_-. - - - _ REVISIONS, -� WEST 7 10 (A-28 7 WEST KTYP ? r r� � _ RFvlsloN EDrncnl _ SOFFIT C7ETAIL. _ _ `1 MEN'S ROOM TYPICAL WALL TI�_� PA ERN � - - � �����NG DAM 2. --- 1 1/-"=1'-D" •,.,f� WOMEN'S ROOM OIPPOSFI ,S/4"-1'-0" Q �/ __--• . _—__— ' TOILET ROOM ELEVATION - MEN/WOMEN s TOILET ROOM ELEVATION _ MEN/V OMIE!V_ --- 1/4• 1ST, 2ND, 3RC ',TH, 5TH FLOORS 1/4"=t' 0" 1ST, 2ND, 3RD, 4TH, 5T!• I'LOORS cr-to �T-to SEE SPEC :�tCT1ON CT SEE SPEC SECTION --�-- BULLNOSF TILE, TYPICAL -- OT- 1 --- MIRROR f T-11 1._ ___ _ ._.-_T ,.J _.,- - i I_ _ �-. SHEET TITLE. OT-11 1 c �_.: I ��_.. _ _1 �_.__)._._,- SEE SPEC SECTION ' G�E����RIES SCHEDULE �"'��- SEALANT SEE .PEC SECTION i- TOILET A % ENLAR�EI� TONE BACKSPLASH, , 9A FRONT EC ,� . .,, ,�� TOILET ROOD iLET�3QS�d A2.8 z PLANS AND 1 - __.,__STONE SIDE SPLASH - RETURN "f��~ ~��•--�,.-�,-_ 0 c0 1. CSD-1 1 EACH O WALL / 1. {- In cn ! ELEVATIONS 2. 138. 1 2 EACH '�"V\_ _ 1 - 6" HIGH STONE _ _. _._ _ -_ "1 Y __ ._ _ 3. LSO-1 2 EACH /' 2 x 4 AT EACH FLAT BAR r SIDE SPLASH, S1'-2 - PORCELAIN / `t' SUPPORT �I !...-.. _�.. _ . _.- _.. ._. J 1 {, CT-9 _ 4, TDR-1 1 EACH SINK 1 _ __- CT-9 --_ I _J i 1 RA1 c '" STONE � •• SEE SPEC SECTION 5. NMR-1 1 FACH -���._ r _.._-_ ! e. __ _,., _. .__ tL c� e f 1 COUNTER TOP, ..T-2 SEE: SPEC SECTION _- - I- Aa.e 2 x a .A-- \11 ° J .�.. LJ lu I 6/26/gA �--- 6" STONE BACKSP1.ASH t - - - 1. CSti-i 1 EACH CH iD 6., F.B. 1,t" x 2" WI (3) -- -- CT- 0 - _. \ .,.' �--V l SEE SPEC SECTION -- 4 7 r { CT 10 6' 11., i, CSU -3 ? EACH 7 DATE: 2_ 9 2~ --- 1/4' x 1 1/2" LAG SCREWS -i� } SEE SPEC CEC►'ION i + _ i� �' T$ _ _ C ' I - 3. G9-1 2 EACH 2 - ._ _ - _.�. .� , �> N 70 2 x 4 AT COUNTER AND (a) ' \ 1 2"a M.B. THRU STUDS, F.B. _�_ ' - -�~ — BY: BEI� 4. t DK­AN J —" - SEE SPEC SE '. 5. LSD--1 2 EACH rn MIN. 'r' SUPpOFtTS A'! EACH END do -"-" C7`8 � 6 � �•„ { � _..J..,. _ _ _. �M �I'► AT 2'--0' U.C. MAX. - SURFACE BULLNOL'E SLE SPEC SECTION "" " I SECTION CHECKEL` BY:PPA �, 16. TDR-•1 1 EACH - _ _-_-_-- M - 1 EACH , f?ADIOS 11/4" I ����� _I . + ,HEFT ` ---INSULATE ALL HOT WATER AND � ._... .... ._ .'..-... ..w._- s, }...... ._ — 7. H R 1LIMES ~-- STONE APRON -+ - E - DRAIN - _ SEE SPEC SECTION i PT-?. � `� co PT-? � `r -� SEE SPEC SECTION � 4 _ _..� .. '. ,...�".. .",�." •--_.1. r -- PT--2 METAL 'STUD AT EACH 1. M6h 1 1 EACH14-4 '- - FLAT BAR SUPPORT A. EDC'F DEIAi!_ -- — �, �, -_�. `• '� •�, / , �_� /���'' CORNER OF WALL. A2 . 8 F NOTE PORCELAIN SINK MOUNTED IINDF..R COUNTER, GOLUI? BLACK Y5"t- ,� CORNER OF WALL 11 1;'L MVOMFN'S TOILET ROOM MEN'S TOILET ROAM 4 FULL TILES i _ s LAVJA t0RY-C6UN R � TYPICAL EN_ -� IL TILE PATTERN OF 804'1 i )-1-297,553 4 a ��,K_oli�l REVWD T.I. P RMft / CONSMUCTION SET JUNE 26, 19978 of Illll 57 - JUN n �� i ..M1,x_ . . , ', ,; 11Th{I notice nppc:us ciciu•e: Ihsut the . . • N. ument, fhc documcnl is o! nsstrkilln) qunlify. tl'.1Cf('tt11111CC� I ! I I I III i T'7-(T) C ! �tl.�l ► i; 1 ( I{ I��I�I� ! i�l�l�fjl; ,i l t�tjl�l�� i ►'I a ' � � ill II�I'I�;II i I i I � 11 i I ' � Ilil�illi►ItI1�!►1�1�,1' INdI MADE IM p1111A - I i i !! ( � - Iii i 1 •I,r � ! illl�ii IIL!II±{lil�ll!�UI!I�I!I�IlH IIII�i!ii,Vlil�l,;i111!III;;,11!II�!!!'ti"!I{R!!lIIIII!!±±!1!1�!!pII!11{I111111�f{I1i11111Ir�l,I s • Ita�al I! !III III{ ! o+r EII1�1.l1�l.., '� III ,,•..�; - ,' 3• ,„. o , c sa d• I r A Y ! t i d 1 R 7• a • , a., r y •:w 4 ,+ C 5 1 �I ut onV `` ((..++ ism '..�•I � i I'I' YM J .r Ik 51l �l d((y1�y, { ' �'g ... r • rw� �[ '...I}' 'a V �4! .rt,• 'I F • ;. pd1 Eae• . .. , r... ,. ..::y- rr.. i_. . .1. V�,�O, ,1,.W�YL.rr�.L�W..A...4,•J. ,,. !''-{n:..>..J{w•`TI :,q r<',. {� r , y y:. fri'f:#PIm .rM +� : •,. :. _.:.„}, . . ....,, .a::r aL. d.,tdl. ,ftCK_ F.., :"..:.,,.._Md.7 "+.Neufd,R'u��'E.Si.'�, 1k77iy - - , tCgJ: •q H a Y_.0" s - ✓ �, '.- �� `v._1 v,-.�.- ,\ •-_.v_ .,✓-.� V v.-y `�f"V ti " � 1� Y•_ ✓__, v" �'"`✓ _No -v"ti's 9, 4" - --- saeco, � d'� 1 U'•-1 1 2" 5'-10" _ - ------ _ -� y, C _- •.I _ __ _ ___ --5 118 1 2 NOTES � -- 1 - GENERAL _ _ v 31. LH 1c, i A. INSTALL 2" NOMINAL THICK BLOCKING A5 RtQ'p TO 4 - SUPPORT TOILET ACCESSORIES, TOILET COMPARTMENTS, - URINAL SCREENS AND SHELVING CES50RY' ACCESSORY-V! _� P,CCESSORY -� r --21--- -- r A At:( "5SG?Y_ Q ACCES50R1 - 04kc_mll _ --- J B. 5EE 1/A2.q FQR TYPfCAI_ MOUNTING HEIGHTSSEMI RECESSED ROLL SEMI 3iECESSID RECESSEi7 D COMBINATION TOILET E COMBINATION `�' ,_- r CEPTACLE COMBINAT! TOWEL. SEAT COVER p(SPENSER/ TOILET SEAT COVER I 1 VESTIBULE R FOR 1G[LE7 ACCESSORIES AND FIXTURES �' ' ` g PAPER TOW-- DISPENSER, WASTE RC ISI'ENSR VA5TE pISPE NSER, TOILET SANITARY NAPKIN 13012 TIM 77 qq �� 17 F7EC:L'PTA LE DISPOSAL. TOILET TISSUE TISSUE DISPENSER w pct N DISPENSER? I W F O" i _3,_.IO., I -�.�' 10" __ K'� 1 N�.J 1 L�.S 31 - -- _-- -- _ 1. UNFRAMED MIRROR, WIDTH OF COUNTER T/MIRROR O 8'-0" A.F.F. 2. LOTION SOAP DISPENSER !LI f1 `^a IT OUTLETS ` 2, `, r I I -�- 0 21 3. 36` GRAB BAR CC 19" _ J - i , ` I I . 18 4. 42" GRAB BAR (] SVwITCHES . - -- do ENVIRONMENTAL __ 3 31 _.__ _. s. r .l ,� 8 l_ Q ; c`v5. KICK PLATE - , �4a : '•.' o (_�J 1 1 I A2.9 6. ROBE HOOK c._ -=--`-=-- ►- --- v CONTROLS A2.9 2 1 TOWEL DISPENSER DISPOSAL c � I I I 7. SEMI RECESSED PAPER OWE / [] 2 I I 1 WOMEN'S - Dol 8. FLOOR DRAIN (COORDINATE W/MECH.) ���►/�' ,� MEN'S 10 9 _-__._.__ •R. I �/ 8016 u� �I � `v 8013 9. SEAT COVER f11SPENSER/SANIT'ARY NAPKIN DISPOSAL/ C F ACCESSORY_ G LAVATORY__ FI DRINKIPfG FOUNTAIN � SWITCHES AND OU iLETS - � � - - _ CODE Avenue 6 l I I "' 31 TOILET TISSUE DISPENSER NAPKIN TAMPON - DISABLED ACCESS I �• S.W. Mocado . P L----- --- _ - -- -- - - �F- 11. TOILET INSULATEDRAIN COVER/TISSUE SSlR1E D SPF_NSER Suite 220 m nu 10. 4'650 S W VENDOR _ - _ __ _--___._ - _- I 1 METAL PARTITION Portland. Or on e7�. -- - �13� LOCKERS - DOUBLE TIER Phone: (502"-60W 23 ( -- - - - - _ 1 - CLR FLOOR SPACE_ o 24 c, _ �: 22 13 14. 3' 0" X 4'-U" FAX (503)299 '"7030'- 3'-6" 22 '`' /"\_ l \� �M 6' 0' STUD WALL 11 0" 1 NCH 0~ _ .-.__-- i- 6 LOCKER QLR - i6. HI FIXED DRINKINGDFOIIN.TAIN.,- ' _ BO BAR 50 BO BR a \O / r� 6014BSHOWEk II A2.9 i?014A 16 ` I 1Fi. TILE WAINSCOTTING,CSEE 71A2.9� _ 26'r cr A2.9 I -" 19. CERAMIC TILE, CT-7, SSE SP CJr ICATIONS. U I AL- 2 6" a' u'_ _ / �) 29 \ ,�-_� 20. CARPET, CPT-5, SEE SPECIFICATION. ( -� ( - i ---•-*- -- --71` � J �1i 23 _ r �i _ - SHEET LINOLEUM, SEE SPECIFICATIONS. E _ 'h -- 2 _ ip ,_-- , 22 to 2 �FIuxp PANF'L TRT MA? OCKERS - c- WATER CLOSET DISABLED URINAL_ O j iV� ^-pr I'_n' hn EQ / iO " - - 23. CLOTHES HANGER PEG TALL22 1 g a 28 25 ,> 1 ' ", I ' J� - \ i) TYPICAL DISABLED ACCESS S CK> 01- @_!�RINAL N �', NI 7 _ 24. MOVABLE BENCH w � -•- •� �' :. 19 '� "' Tr-- 25. LL LENGTH UNFRAMEq MIRROR, �\ � ,. >r 7 i'� FLJ 1 �-�_�-✓ _ _ •--•R• -� L ,2 TOPTO ALIGN WITH TOP OF SLOPEL` LOCKERS •- VERIFY WIDTH� �'� �/ . . IL ppOOM ACCESSORIES AND rIXTURE5 - - -- _- -- - a. TO �l - i "--i _ ---7:- y} �- \ 27. NOT USED - - PAINTED , I ,. =y: - . T HIGHEST PART - r SHE - ' 'r" SHELF N07 HIGHER THAN 56 r AN DIMENSIONS HEIGHT U �•• .�--- � _ a _ •�•_,,' %�-ti.�'�`.-../�_�'-- _-''-.-'�---''�. i .� '� � I ,� 28 ACCESSIBLE LOCKER, �- F �. MOUNTING HEIGHTS D � --' --- , WHICH IS ESSENTIAL TO BASK y 29. ACCESSIBLE SHOWrR STAB_, 'TRANSFER TYPE WITH 1 4'-6 1 2' � �`„ - 17'-7 1 2" 6'-2 1 2" 3'-0' 1'-10 _ 3'--0' 6'-2 1 ?' � -- ---_��_-..___3-5 �2" _-_ ._. FI_l�' UP SEAT AND GRHB BARS _17 - 30. REQUIRED CLEAR FLOOR SPACE T1 aw bi r'" F ~': 31, STOP CERAA0C TILE WITH BULLNOSE TRIM AT EXTERNAL CORNER 32. LOCKERS SKS�RCIxMt�61p Irk -��J 111 SW Fifth Ave. 2 TOILET/LO . KER ROOM Suj+e ��00 ,.. ..: TOILET" AcdCESu^ '�S SCHEDULE - 1/4"�1' �_ Poriland, g Oregon 97204 *� - 2. RASEMENT Phone: (503)227-3251 I, ' , �' :r�-'# .�-✓'v-�.'\ Fax: (503)22.7-798n MF ME " 1. CSD-4 1 EACH ' 2 EACH 26 26 AIECFI/ELECTRICAt_ ENGINEEFtIN6 I4 2r GB-1 - c � 3. LSO-1 2 EACH 26 26 ----- 6542 SE Lake Road - Milwaukie, Oregon 97222 4. TDR-1 1 EACH ---- ) 1 Phone: (503) 659-6394 5. H`IIR-1 1 EACH _�_� 23 TYP TYP 23 + 1 - �(� -_"_• �. 029 � .fid 1 f - �/ 2 8 Fax: (503 659--9 CSD-5 1 EACH \ ` �.3 113 -�' I� \� A2.9 LANDSCAPE Oso_6 1 EACH $ 7 ____ f :- # t4 ,� 18 3 \ 800 NW 6th AVE. 'i. GB-1 2' EACH ( A2.9 - , f7 4. LSD-1 2 EACH 1 c., I Suite z?7 5. TOR-1 1 EACH � Portland, OR 97209 6. UMR-1 1 EACH i / / --- Lr-7� ---- - 2 3 � Paxne (503) 222 22222812 ` MEIN I Q!Z2Z2i+�R�Q?M _.._ �- � �y��, 1. SST--1 1 EACH _ I r , � lO ! y1 3 k.,�dR° �, TFRANGLE -1 SEE gWGS 1011 L 27 12 L SOUTH RH 5 M �(7�7 L 11 r/ ��NORTH Project � / NORTH SOUTH - � „ 3. HMR-1 2 EACH _ , T�ILE`I`� RSM EL;=VATI®N/'SECTIONS MEN'S -- PAW k Ir4 1 EACH -__ -- - - --- 1/'4'-1'-0'% � 1. SST-1 ,` I 2. RH-1 SEE DWGS / T' - 2. 7 >,I 3. HMR-1 2 EACH o- b° „fir � IIZS�R;L? EI p {ate v-��,_ ✓"V v rF w 1. MESH-1 1 EACH r-/^'✓ \, /'--�-�-�- �,--� VV_ r-��~ "1�-�/ �_ *1 PSI 4. 0\ 7 26 2.6 A2.8 1 _ fitTRTi R P ACKENZIE 199E1 - lk GROUP RIGHTS RESERVED THESE DRAMNGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO HE. 251 - - - - - __ USED OR REPRODUCED IA' ANY MANNER, F J WITHWT PRIOR WRITTEN �'ERMISSION REVISIONS: CLOSING LNATE I wEsr r; sourH 13 5 EAST 5 13 �2 1-- T- 61/26/9b - M�, w WEST 32 EAST 13 NORTH 1� ✓� OCKER tX�M ELEV�►. y ION - WOMENU. ^"" N'S, , 5 LOCKER h _ _ . . ti,..�._.�-'-�•_-__�-�- �. � - -- :EE FINISH SCHEDULE - 1. CT--6 SEE FINISH SCHEDULE --MIRROR SHEET 1111_E: Cf-3 .___-SEALANT SEE FINISH SCHEDULE -PL-9 AACKSPLASH, ENLARGED i% TOP Ik FRONT EDGE TOILET . � /�� // ri� _ !ii ' -•.P -g SIDE SPLASH - RETURNROOM LOCKER _ WA _ L pry > _._ ....... _ __�_ i • � CT-3 � / O LL - SEE FIN'.SH SCHEDULE _,,.�•_-,.�,, •� t-• : 2 x 4 AT EACH FLAT PAR PLANS_.ANS �c ✓i / 'D SUPPORTELEVATION �_. �. CT-4 - a _ -* ♦ ♦ LO ---2 x 4 I RAI SEE FINISH SCHEDULE ,.r._.q- A2.4 1/4" x 2" WITH (3) 1 __�/1 9 - -- J _ n - DATE. D II • __�.. _ CT-3 6 6' 1 1/4'0 x 1 1/2' LAG SCREWS 4/27 ��8 SEE FINISH SCHEDULE I _ z' TO 2 x 4 AT COUNTER AND (4) I - 1/2"o M.B. THRU STUDS, F.H. DRAWN 13Y. - _ D/EKK BEE MIN. r' SUPPORTS AT EACH END do CHECKS 5 1 A'r 2'-0" O.C. MAX. � a TD BY: I'A �* .� I_ I_. _ CT-1 ` I L HOT WATER ANU SHEET � _ INSULATE ALL r - -- ''r SEE FINISH SCHEDULE s DRAIN LINES f J CBT-2 RUBSERBASE f` ' I J cit z ---DOUBLE METAL STUD AT EACH SEF FINISH SCHEDULE FLAT BAR SUPPORTA2 * 9 , IF ._J L.._.. 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VP NON633*4 W- �-J It G, E 6542 SE Lake Road Milwoukie, Oregon 97222 19 Phone: (503) 659-6394 Fay. (503) 659-9029 LANDSCAPE 800 NW 6th AVE. - _ auitc 32 ---------------- Portland, - . __�__ = _ _ - Portland, OR 97209 Phone: (503) 2 Fax: (503) 222-2283EAS ELEVATION /8"=1 Proect A3.2 g TMAMMAGENEFALNOTES CORPORATE: 'AR�� 04. SFE 'NALL. SECTIONS FOR SPECIAL REVEAL ROUGH NDIMENSIONS B. REFER TOSHEETS .1 Ac A9.2 FOR WINDOW GLAZING INFORMATION 12 NAL INFORMATION &T/PARAPET C. SEE PLANS FOR ADDITIO 7 7y' +3DIMENSIONS ARPET .6 FOR ELEVATOR PENTHOUSED. SEE SHEET A2+302'- ELEVATIONS E. ALL GLAZING ON NORTH. SOUTH EAST ELEVATIONS TO BE LAMINATED (ACOUSTIC) GLAZING F. ALL STOREFRONT ODORS TO HAVE ' INSULATED GLAZING GROUP MACKENZIE 1998 [IT 1111 In 'HTS RESERVEDALl RI( op THESE DRAWINGS ARE PROPERTY _-�- ' O F :ROUP MACKENZIE AND ARE NOT 0 BE USED (2 REPP.IDUCED iN Ai:` MANNER,-, WITHOUT ERINt WRITTEN PERM, 50P KEYNOT ES FF 5TH 1, BRiC< VENEER REVSI N EQTlJN2 ACCENT BRICK RECESSED BACK 3 SOLDIER COURSE PRECAST 10 /98 T PANELS S. 1" WIDE XSGFP REVEALS IN PRECAS4-- 6 - 6. EiFS CORNICE TYP7, CONTROL JOINT SEE DTL ,1/A8.3 CAZiNG TYP.3 INSUATF FF 4TH 9. STOREFRONT ENTRY DOOR +2 70 _ GLAZING it. CURTAIN WALL SYSTULISECAL;Pf-NTAFYOND1<. MfCNANI ia• rAC� URSHEET TITE� SHNrLOS i_ CANOPY ABJ TIPTYP i, BUILDING lf. EiILDING GENERATOR 7 CONC. WALL:R� NS fCONCr'LTF WAL_�SiDE ALK 20. DEFT CMON JOINT 0 LEDGER, SEE DTL 10/A8.3 lo 3.4 FF 2ND DRAWN BY: CVW'=.�15 CHECKED BY:PPA 20T SHEET 3 LTY3 ,9 2 / 7 - OF , 1 , : , •` It x, T.'•. t, - ' �_' � 5,, ,,L - ' t`rIIIfIImtIcINIIiI i!i!;i-II���IIII I Ilill-l-ll`lll� - - T.,•1'-•,'. f.,-lJ.,r`U!;.7;N. I 0?LII�:TT-'^I,.:•C1� III I ' 1IiI lr:l•I�j'I .'I-iILlLi,lI;I,l iLI,.IIti�TI,i•I`Ii 1"II�1'Iill1n'ill_iI.;llI�1 l►jl1'1C1 II I I l ' �W 2a 98 _1 _ _ _ . __ __- --_----. ---_� SOUTH ELEVATION TION � TI-297 .. ET-- JUNE .3 A3REVISED T.I. PERMiT OONSTRU IlI ll'N8-01's 1 11nge 14 of 7ml 20 is notice nppeu•s cleu•rthe nnunt, the document is of nuu•1;insil yusslity. I 111C r.nw a+w 'V s ...� ,_,.- .... - lI'rll ILII 1 Itl 1,1 I71 ILII I ii!) 1 Il `t •� .: !sI � 1 iI I II I I-(II !!I I'II i it is!slliil '!I IIIIIIIII�IIII{�IlIII111111111IIlll 1,!!if 1{ 1 Il I Il i I ".;. ,., ..l , t f { n , .-1 A a.',. .. : ,..,,. '• :'r',i'xigate"3;�7.dRr'+pkm;'�:',�er.r:t.'L.:9,�.1,t,. ,.@;, �m..,,.Y"' h q. �w:- �# - 2;7': p b�' I I' ' 1. , y :,' .`",° : �, ;,•,l e'•' IIil'L':.'• 7�ri," Ip, !y :,:... I ^..: ,...,. a k,G �1: I I � 1 f u ,! 0 wa•wA v, �nl dm a , � ',. .x'.. :'..,.1: '�a1 `:. vY;W. 1X_,11 '•.. :::A,• '�• - .. �,, d.. r'1'bu.. �. I. ,(�'� �!�� - 'e-.:I ,e,'I�.. • `Y -3. 4:1',�'. _... ._._...... _.-.r._ +aP•vr --._r .. y x s» • S m •,n� 7 ,. �15i.'il-"df�4;d =til.•" • _ _ - _ .y _ .,_.. .,. n S.A... ,4..,..•.a ,,,., o... •i y J'X sla t E + THIRD f10OR ' -t;r-j'^_l�`'•�r--ice_i.r_.�;_. tr<.-�-'ti�r ►` ri'r-v` T' � Y u"yr—tv:.1' Y— U�f �• r -1. 'trt.r� r tr`ti rt, ►rt Y1r�tr t, f r t f. ,i_,, t-t!!j e- r 1 r'tT 1•r :r r�rl r r v tf�r '1 i•,v'ti-fir-is-- t� ud a n UJ r a� y 1 IICE G I' 4650 a.W. Macodom Ave w, f i , ` - SECOND FLOOR Suits 22 ► Oregon 97201'ortland, i (503)299 0 u r N1 Pone6�3h (5C3)298 . ':'.r • � ,. . ,... L ,( � ply M _ IF i , ?4V y� ",j 7 , STRUC1URnL ENGINEFRING P *Tf Canm&V Erl!;�,M'11 1i1 SW Fifth �.�. c��+F• 1�+�,�, ;•. ,;, Suite 2500 Portland, Oregon 97204 '+ ` V�"1 1 I�N (SEE A9.2 FOR WINDOW DIMENSIONS) Phone: (503)227-3251 f� 1 EN'TR_YECTIC?�i/EL M e :s Fax: (503)227--1980 , A3.3 1/4`=1'-0" r MECH/EL.ECTRICAL_ ENGINEERING DACE BWRAN00111110%M 6542 SE Lake Roach Milwaukie, Oregon 97222 " Phone: (503) 659-6394 Fax: (503) 659-902C LANDSCAPE E E Gf'UM0W$ ENT NCE 800 NW 6th AVE. F Suite 327 I Portland, OR 97209 V ! KEYNOTES Phone: (503) 222-5612 I ( I Fox: (503) 222-2283 - --- M ( s 1 1 CONC, IJGHT BROOM FINISH -- . 'w 1: ... •.._.__- -„_,.... . w ..._. _ _. ... ........,- .. _ t ' - - — - - 2. CONC MED BROOM FINISH Project - --- - -- - - - - - N TYF - 3. SCORE JOINT W/ "-!J ER, ITIANGLE 4. CONC CURBOFF d 5. PLANTER, SEE LANDSCAPE DWGS (: MATE 6. PPECAS PIER PARK I. STOREFRONT GLAZING SYSTEM BULDM 11 - T OF ACCENT BAND TO AUGN W/ RADIUS 7 OF CUFVE N I - iv - f•-4- 2'--0. 8'-1' I +2' C)” TYP t 4" T .: _—.___ ... ... t 1 ! 2 • • Av to — _._ t i 6 6 r 1 - 10 2 _ _ TYP - THESE ,..., r 8,-0„ 3'_p" GROUP J, ,�F.i;iHAxF'NOT o OF 2' 0' USED C:? '?C"'f' d�iED iN 1,y IANNER, �0„ —p„ ,• 0" NATHOU v -O"A. liR1TTEts �15SON.._a 0,. �• , - d - - - �`��•, ?. --- ri' `1,�aa 1 4 --- - REVISIONS:- . EQ C� EQ p„ ___._.__. 'l 3 "� 1 s`�� �ilt�7A1fEM � '- 43' 0" -- -- 3 _ - TYP i YP 8 1 �626/98 _ A - - _ _—_-- . .. :• RAMP aowNHEET RMNp DO _ ED -- RAMP DOWN _.__ - - 9 4' ENLARGED LA _._,__ 2 �p 2 p• , _�„ 4'-o" 2'-0" • 2'-a„ 5 ENT RY _ _ -- ,� ` ELEVATiQN & PLAN _._ 0._._ 4 3 \ - 4 4 i - _ _ __ _ _ DATE Jr EQ __ - ----- - DRAWN BY: CMV!::: 89' 0" _ ___.r. -. o _ CHECKED BY:PPA/HMD c SHEET A3.S C 6/?fl/9A _ ICER FLOOR Pl,-�N ►T ENTR f1ANCE EXTf. (' CBOUTRU(7;ON IN THIS AREA �0 EAN' ER ML:T f2K:.AL ABOUT �- BULi.DING ENTRANCE A3 . 3 eA31/4'`==1'--U" a 1 OF =� r• N0. 298041 TI --?97353 REVISED T.I. PERMIT// C:ON S�'f�U '11 N SET .DUNE 2f, 1W8 ,b • h111"m-(1141 1 � •, � ,.• . �.,. .fl. t I„ JUN U T 2000dk WIf Uti+ 11ofice nppexrs clrn► r► :n 1 Illlt'fu1 l l ltic tl V `' uncus, the tlocum�•nf is of mnrkm;+1 gn;llil�. I _r, :_ i I 7 i III I i�i�l�i I lil. .IJ • 11 I I;l'l I ,r i�1 101 ill II S Il Ili' 1�hlll��j)I I ! I ,jijl�i I I I A 1 _ "m Kim"a a+fm I E► fi- , I i� tl t I t�,t �illl�llllillll;�llH�'III��II!{II'i1111H1111��liiilll .�'�I i'Ill"I I�J,•,•tl,�l,!�,I,i�_ 1 It '"111 I' 1 � 1 iI I II�14 Ill( ltiI i '!ti I!!�j I ll�llllllfli�f I IJ; tI llf!If . 1IJ11 li I _ N dx I i' m Y !J , : y. :.. a ,... ..:. ..�: ,_..... v,-.', �.r '.m�rru�iu'':'�i.•°' m1�:.�J:=�fui.A , ; , s , t _ OWL woo 0 d � �1� t ; s_ r :.i i., .., 1 x t_ `l.:c: .. ssi _ 2ND _ FF 2ND. — -. M1 I I 0u W � � .0 16. - � 3.4 �A3.�` O GUTTER I 3 _ = FF 1sT G1E /� 230'-0' �-� ---- - `- --- --- �— +230-0 ff _ -- — mpg"-* a 4.650 S.W. Mc:c,.Idorr A�rnl Suite 220 3'4 ` _ Portland, ()reqan J7[01 { -'.- �, ------- -�- Phone: (5G3)299--6OOO / \ 13 { � _ •"'' X• (50'x)298•-87 vY1 J L _ __ __ __ _ _ _ _ _ _ ! 1 _ _ __ _ __ _ _ _ _ _ _ __ I_l ,. SOUTH ELEVATION_ EAST EL.E`J��TICJN 2 STRUCTURAL ENGINEERING KPFF Conwift W" 111 SW Fifth Ave. 14 I 22_9.5' Suite 2500 Portland, Oregon 97204 3�. 229.5' �� 6 225.5' 225.5' Phone: (503)227-325l.� r 0 t-/ L Fax: (503'227-7980 TYP { NGCN/ELECTRICAL ENGINEERING WEWACE ENGINEERK W. m 6542 SE Lake Road 'c2y 5' 6 229,5 ' Milwoukie, Oregon 97222 I . � Phone: (503) 659--6394 TYP Fax: (503) 659--9029 5 LANDSCAPE GREBIPHOWS - xg- TUBE FRAME / o 800 NW 6th AVE. TS30 � _I � ) Suite 327 21 -0 ! — rE';,LANT eft � 6 � ._ r_ 11'-O» Part!an-' OR 87209 r- (2) iF5 VERT _ C,.�T. - — • 22 .5 ' / i� FLASHING, TYP T — — 229.5' Fax: (503) 22? 5812 _—_- _._ _ -- - _ — _ - -- - - --- - Fax' (503) 222-228 �►' TOP & BOTTOM p ! 1 l f hl 1 N I Project METAL WALL PANELS I 229.0' >> - --- Illi/'I40L_E f;r�RATE A PAW I L � i _ ------ ROD & TURNBUCKLE: 229,5' A3.4 / 1 E 6O INTERIOR EXTERIOR BRACING / ` -� -- / \ i ?25.5' I / C?� �� \ -- )("0 CANS BOLTS I I \� TYP ! '"R1 � FCR EA. LEAF I � J p .: T rp _ -.--L -x4,:9 x I ., -- W/h"0x16" DEFORMED __/ U� - ' A " J4" x 2" x CONT. �i 224.0'_ ` BAR AN; TORS O S O.C. `_ -_-__ ! ` 51 I / � � (2) /.5 x CONT. � J ASPHALT PAVING t H GROUP MACKENZIE 1999 All. RIGHTS RESERIvEl) THESEAwN ; ARE THE PROPERTY OE' GROUP20UP MAGKENZIE AND ARE NOT Of 1*T'O BE • USED OR REPRODUCED IN ANY MANNER, � K 1 i WITHOUT PRIOR WRITTEN PE)�MfaSION 2 PAIR 6 6 WELDING HINGEt= HAGAR 1650 LP OR 1 I - i PIPE SLEEVE-EMBED 4" { REVISIONS: EQUAL, PAINT TO MATCH GATE 1 _6" - - TRASH ENCLOSURE GENERATOR � � 7 (10SI G FDlE I 1 g �._�� - -- cv ...�. `xt ('�,OSING DATE ENLARGED JAMB - N -043.4 GATE SECTION N 225.5 I _ _-_ _ 4 4.4 1/4"�1 �- Q � - ,i6 98 ` v'^�� ✓ - TOP OF WALL BEYOND GENERAL NOTES KEYNOTES _ I ( f PRECAST CONC PANEL 1 1 1. N.M. DOOR EDGE OF WALL BEYONDJ A. SEE STRUCTURAL DRAWINGS FOR CONC WAIL do REAT!NING 2. TRASH ENCLOSURE ► T._ - Sl=ALANT �$ WALL INFORMATION AND DETAILS 3. METAL CANOPY 4, LINE OF METAL, CANOPY ABOVE SHEET TITLE. 5, BUILDING GENERATOR TRASH 6, PAINTED CONS;. REI AINING WALL, SEE CIVIL FOR EX l r.NT OF WALLS � ��R,, <,L: ENCL.OSIJRE M TL ROOF - � _�T �,1$ED e� 9. PRZ)Vi�' PTF''E Sf_�FVE FOR BOLT. SEE D1'L 4/A,3.4 PLAN & - _ �- FOR LEDGER 10. PROVIDE DAMPROOFING BEHIND WALL do EXTEND TO FINISH GRADE C SEE STRUCT 0DE 77-7:= '� ( MTI_ ROOF - _A �ti SIZE & CONNECTION TO WALL �1 -GOTi� S ! ELEVA i REGLr 13. 0 ��j L,� B44CK 14. 8" WID X 8" O EP N 7CH FOR CUTTER 238.58 1 CU T TER \ 1 i"MTL DECK 1 \, DATE: —3/18/98 j SHIM i �---— DOWNSPOUT L3EYOND DRAWN IIY: CMV C-.,. 1.-D. 5Ec STRUCT. FOR BEAM .� ! 3.�..J__ CHECKED BY:PP/'� HMD ';IZE do CONNECI,ONS I ! 1 1/,2" MTI_ DECK GUTTER 1 ! EAM, SEE :RUCTURAL FOR MTL CLOSURE SIZE dt CONNEr'TIONS 4 rl f • Ya r Y I r,'• A' OP Y GOTER � �- CANOPY �':TL _ _ _ � °� _- � � CANOPY _ 1 1�/2-«1'-O" � �./�•`+} i 1/2"`=1' 0„ � JQB 'C'. _....___._, 1.98041 M� REVISED T.I. PERMIT / C014STRUCT10N SET- JUNE 26, I ° �k,o, 1111 P')R-()I')Ipilge 16 ..rw...:»x.-+,a.,,,.,«,.,,...a,•.w�.......wl...,.....-......r,....,w»..«n..»M.,,,.",,.......r...,.,,....,. ,..W»...-„w.,".,..w,,..,.«.nw,.......«.....,... ..y.... 771 -IF"r ,y •I �I inf tho notice cc atpcirs �Ic;ut•acslltt{),mal,t tlqt:•. y. I 2W a' 11O� I1C(diculenl, file 1sof h ,� I LI 1I � i ' 1��'( (�I�Ill�ill�i�lllll{I I�i�IIl�ifllIllf� if !MOM MAN IN Q11MA { 1 i •,::Ir IMI 5' "" - 1 'x - - __ _ —_''a' 1t- _.— — LI P `. u) , I is rxlllr. I n"'! I:IIIttII' �;n!!tllllR'Illll I11!Ilt�,ll{ �f ILII !�!W 11! 'I{it!Ili li I`111Hhill!!Il111!!'!�'III11 !{III+I„ !ILII!!NNI!IIIII!!Iluill!!.111111!t ILr1l"11,11it i;,,JII,. ,..T yQa _, I' ' �'# SfSRk."y, tV�.4 t�1 w ?, � c ...n .:xY- ✓. .rrr .. t 'fn"� 1 1 i ' rip,-rgpal M e.t , .,,:Jh.. Y w• J�. 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Oregon 97204 Phone* (503)22.7-3251 t7-7980 N\ I �,-„,,,, -r_._,•-,` Fax: (503)22 MECN/ELECTi210AL ENGihIEF.!?Ih;i' r^ N70FACE ENW&f§M 6542 SE I_akr3 Rood l I \ Milwoukie, Oregon 97222 Phone: (503) 659-6394 Fax: (503) 659-9029 i LANDSCAPE 800 NW 6th AVE. y --. _ _I Suite 327 r Portland, OR 97209 � 503 222-5612 Fax (5')31 -2.28 I � 222- Project Project CID --4-- ! i TH A� s r - _T PARK 4 _ II _ - = �iy i BU ■ V! j EXISTING MONUMENT T FORKWAY13190 68TH PAR (BUILDING N MONUMENTI ` A3. :/�'•I��.�� .r t N\C ` OR BUILDING 1I1 »'« Y • r � }Elt`�%v�_t\�,s„ .;; _. 1 - � TING SIGN MONUMENT FOR 13190 68TH PARKWAY BUILDING Ii}) �. "�� 1 - 'I �, �-• NEW SIGN MONUMENT .' 'b., a ti� \ '"+ «u �, `..y aw 1� . ,,€�• 1 f �,i FOR BUILDING ili OF P MACKEN7iE 1998 a n GROU ThBL LOCATION 10�� i n' — THE[DRAWINGS ARE THE PROPERT' OF 3 • '�� 2 SIN C ALL RIGHTS RESERVED a0_T ��PL.AN - �1 C-KENZIE AND ARC N0�1 i LISED OR REPRODUCED iN ANY MANNER, GPJl1P MA.. MATf'OUT PRIOR WRITTEN PER MhSiOA: REVISIONS: r � REVISION EDITION rLOSINry DATE X 6 26 98 I� yyyy r v ke jt, ; t•tl"`'"�r it r� 'Ly 7r Fj{' * 1� `"1 hF,'Fr' J�`'4"� } M�'' '1. —4" PALANTlNO LETTERING GxA r ♦aa; $ 4 t , SATIN YELLOW BRASS FINISH —•—,—T— '�" FA SIDE OF MONUMENT 1'0 —� r-1/2"0 AB O 4'--0" OC SOUTH ENTRY dt (f) SIDE. 0 / —+ _ ) .0P (TAPPERED) 2X P.T. 1 f(' { e"'` ��e► `" r q 4NEE�T ENTRY ��- ` 2" PALANTINO LETTERING ,+ »`� 1 A -CON CLEAT SATIN YELLOW BRASS FiN15!i T TYP47 F +� r. 4" �EA SIDE OF MONUMENT 2 SILO d A SHEET TiTLE• 4' ' 8 �_,_ 7UTH ENTRY do (1) SiDE (. .. — LASHING F �------f k t_ PAINT RODDA _ _ �_ ---'E WEST ENTRY) / r » '�" DEEP REVEAL`:----_ _ . `-_'-- ' SIGNAGE SOUR„REAM -- o, y REVEAL Ir Mo M L T } ry, " PAINT RODDA---- TRIANGLE CQR QRA _ PARK " RV 62 a 12 OC HORiZ. EA FACE ►_>+ ;, "ICELAND L .W KWAY i 137.21 S88th PAR REVEAL • � �� �r;� �� i '� , _ FA FAC:T REVfA_S #c r VERT ' 45. O ENDS TYP -ADDiT10NAL SiGNAGE PAIN i ED CONCRETE iF5 CORNICE PiECE BY TENANTS) FAINT RODOA— 1 y<li "SOURCREAM" ��^ (;ONC WALE PAINT RODDA - - -- ---- a ��f "SMOKY LRV--37" -- --_- FI[�C�'AQE.--_1O �L% DATE: FIK MAW 41N 'i „A, - (3) i— b 3/4 DRAWN BY: BSR ca , CHECKED FJY:PPA MI aRw a rq;l� 1 SPIFFY S-01'On , SAP DET __. « 5 SIGN A 3 . 7 d':47'lC" :d N S�\/ �...— ..--.,--•--•— , % .. `'�` N ., a Y (;3�7 �12 � _ ______.._ 1 I�0"�_•_ --- e�.7� 3"-1�-0" SIGN �LVATION (Ir-RONT/BA�IC� _ " -0" a7 OF z"o ,e No. 298041 • p TI--X9735:7 F� T,L P�PAIIIT ; CONSTRICTION SET: UN Rf�VI 13111 SN RUP 98-0191 , : � Peg: i9 of 57 i3 xm —Al ' T. 20M i If Ibis notice a •ppears Clearer thnn the JUN Z unu nt, the document is of nuu kinal qu;ilily. nlirrlll i lnlec1 l�l�lji'l ijl�i�lli( I I f j I I I �;I !I1!t III! 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TS BEAM.— cp 1,-- n SEE STRUCTURAL g --+�-+- — I J — 1"x1" REVEAL SEALANT A�SEMENT AND - ; �-PRECAST CONCRETE. --'- '-'— — - _ T -718'_0" HACKER ROD ATTACHMENT TO STRUCTURE -_ _ BY MANUFACTURER. SHEET TITLE: A4.1 WALL s SEC ABOVE EN`I"RY _ SECTIONS° 61­' WALL" SECTION z WA L- SECTION _ �� -Mi1/4" 1' 0" A4.1 5V�TU 1/4" -1�-Q" A4.1 3/4"=1'- 0" '4 GENERAL NOTES A. FIREPROOFINr3 ON STEEL FRAME AND ROOF DECK OMITTED FROM DRAWINGS FOR CLARITY. FOR FLOOR CEILING PROTECTION USE UI_ D759. t %j i„ FOR ROOF/CEILING PROTECTION Liar UL 819. n�, r DRAWN BY: d KEYNOTES _ _ _ CHECKED BY:PP A SHEET -� 1. GEOTEXTILE FABRIC OVER RIGID !NSULA i ION OVER WATERPROOF MEMBRANE. A r 2. PERIMETER FOUNDATION DRAIN. /i POR BA IE BETWEEN 2 LA'EpS ^.r' CR SHE R(?.k . ) '�`""�^^ � 4.-'�IP��D Z rnAGLAFf FILL. ' 5. PRECAS r CONCRETE. ,± '! 8. GYPSUM BOARD SOFFIT. OF 7. STOREFRONT ENTRY VESTIBULE. JOB N0. S. ALUMINUM BRAKE METAL ENCLOSURE TO SCREEN FIRE SPRINKLER LINE AND ELECTRICAL_ CONDUIT. �98��1 >r7, I' WIDE REVEAL. IN PRECAST CONCRETE PANEL. ,,r N BET= MUNE 26 1MTI-297353 FSE` IBED T.I. PERMIT / r,.,0NBTRUC TIO lu'I'gR-(II1�1 r . ....r•......F......,.:..:ww.:.......-...«..«..rw..+r...«._.,-...-.a_..,r._y.-.......rr+r..._......... _.. -...._. .. .._.., .«.........,..r.... .. . ......... ... .. ..r.M.rwn . 'i cr flhpr me clralr Ihnn U JUN 0 Z 2000 if this noli .; d umtull, Ihr ucumcnl is onuu f 'I;11:11 qu;llily. InicltllIIIl1Cll w r x'' ! 1 , ,, I I 'III 1 i I I c' r� I I.:� i I llll:ll Illli -rra !r,f;.„..,....,.•,:,.,E,,,Y...1 y,I,',.i':l,3x:,1..i.,R'f .�.':E. 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V-8" UP ON NORTH, SOUTH do 1, V-8` ON NORTH, SOUTH, l ; - FAX: (503)299--6703 EAST ELEVATION - ANG EAST ELEVATIONS c_ \ STOREFRONT 3 - -GRIP GLAZING SYSTEM 6.4 ;•�. '� *•` i :r4,p I � - SUSP• G�Nc. WOW SYSTEM W/ r . Gsr '� I r 9 112 » I I DEFLECTION CHANNF_L _O ..� TYP .; ,• , .' ?;k' '' 1 FOURTH FLOOR r - _ �WALL_ rvE - -V - " o J tl � 7v `/4»jl3/4"=1 -0270'-6".- A� z . .., y�' ✓w.,,al.,r�.t� res .•.a.>r..••a»� r! , -.— :r.:c:.. :.a,. J i WDW -�••�FF I _ I 6 �_ r �/ •-�''`��' �..... 6/12i98 _SEE PLAAAAAA �--------SEE ELEVATION 5 I I ) ! I 5/8" GYP BD.-- 11 i� A0.4 MTL STUDS W' 5 8" GYP. SHTG 1 / 1 1 / STRUC11JRAL ENGINEERING ( BATT iNSULATIOR MTL STUDS I I ATT INSULATION I .___ RECESS BRICK J2" i i 1 \ ,— �— — 111 SW Fifth Ave t 1 BELOW WINDOW Suite 2500 SEE ELEVATIONS g `� Port:cnd, Oregon 97204 ! ! ! I I J I ~ 8 ` r---- FACE OF BRICK BEYOND Phone: (503)27.7-2251 A4.2 Jill1 1 A8.4 to Fax: (503)2.2-!- `180 THIRD FLOOR 257'-0" 13 -NORMAN BRICK N.: o - I > r I I CONC SLAB O1/r? I ' A8.4 CONC SLAB OVER i a I `� ; fr � MTL DECKING � MTL DECK g,4 I �� OVER h" AIR SPACE MECH/ELECTRICAL EN�1N[ERINt: C SEE SfRU'SEE STRUCT ! f ' FIN. FL.R 6542 SE LGke Read , 2R. Milwaukie, Oregon 972 Phone: (503) 659-6394 l 1 _ 9,.-o }.. _ eA42 Fax: (;:Q3) 659-9029 LANDSCAPE WIDE FLANGE-- { TYP. ) WIDE FLANGE _ to CfEENWOW.8 SEE STRUCT I '0 SEE STRUCT �, _ $00 NW 6th AVE. 5'2-4- r M` Suite 327 17 8'4 I J 2 4 PRECAST GONG Phone: (503) 22209612 ! I DEFLECTION � Fax; (503) 222-2283 --- -- SEALANT & t I - CHANNEL1 \ BACKER ROD - SECOND FLOOR ( 3 MATT INSULATIONTL 243'--6' t - -'---- Project - -- - - . 243-6 I B y+* _1 7/ DRIP r i to 1 A8.4 t, 2 COFFOMTE- - - {--� ELEV ONLY - f WDW SYSTEM N// — PARK -- ___-- _ --- _- r 1 __-- FLECTION CHANNEL i SUSP. CLNG _ SUSP CLNG--� B N 9•- I - I __ i __ I �T1) � SEE CLNG PLfiNS - - --- 3� ___. rYP AFF A A8.4 1i 8 7 I ! w \�1 A4.2 A4.2 4 s WALL SECTION J o WALL SECTICr. » . �. _ . , PE► P./el,t 3 TYP. A4.2 TYP. 8 rr / A4.2314"=l3 t ' I ' I 4"=1'-O" Q 71P. A 2ND FLOOR -0 •q } l I I �.,� ,��• „��.. ,4 •�_ �i 5 $" GYP BD. `• f •. J 0 ! - MTL STUDS W/R--13 en�/ i / I BATT INSULATION O �► ! NN ! FIRST FLOOR IWC j GROUP MACKENZIE 1998 _---_---- ._ 230'—D"-- —— ALL RIGHTS RESERVED I SPANDREL GLAZING THESE DRAWINGS ARE THE PRGPERiY OF / GROUP MACKENZIE AND ARE NOl' 10, 9E - - - r F GRADE MTL CLOSFR PLATE—— SEE ELEVATIONS USED OR REPRODUCED IN ANY MANNER,, —• — - -- - `Y—-- Y VARIES WITHOUT PRIOR WRITTEN PERMISSION 7 FLASHING & ! 4 ! ! --- wl TYP - CONT.SEALANT CONC SLAB OVER A8.4 I ! 1 P,I-VIS{ONS• I MTL DECKING SIM �! \ SEE STRUCT i i i : REVISION FDfnON FIN. FLR. CLOSING DATE -$ — _1 T 6/26 /98 1 TY TYP _ i _ I ! WADE FI_ANGF 2� 4 �. -.REVEAL - SEE --+ 7 " 5 l ! �� 6 ELEVATIONS TYP SEE STRUCT i BASEMENT 3 - 218'_0" 17 - -+--�_ + 1-4 moo_ �7YP nb: 8.4mrT ( --SEALANT & ----- , � �, i, '� \/,P N'"i f ��"�f �l BACKER ROD �-(� TYP TYP I �/ EXTEND GYP BD UP 6" ----� �-� V f I SHEE7 TiTLE: ON WEST ELEVATION ONLY 1 .� } 1'•--8" UP ON NORTH, SOUTH, DRiP WALL ! W!":LL SECTION AND EAST ELEVATI(.NS + I VW ALL 2 WALL SECTI®N TYPICAL 3 WALL SECTION �.�,��_�.�,�,�_��-� 0 EAST CURVE_ ---- - - - — f�1 �ti S CT i Q 6 rS _ - /4"- '- 0" A421/4"' '-O" a NORTH SOUTH CURVE USP. LAqtO " WDW SYSTEM W/ DEFLECTION CHANNEL TYP .. Ad.4� o r F-n•-1 GENERAL. Nw"I"ES _ __.. a '�IOr ALL SECTION a A. F•IREPROOF7NG ON STEEL FRAME & DECK OMITTED FROM A4.2 t DRAWINGS FOR CLARITY. FOR FLOOR/CEILING PROTECTION --USE UL D759. FOR ROOF/CEILING PROTECTION USE UL 819 DATE: DRAWN BY: f ► �' N D' t'�'�/N -�•E(�► CHECKED BY:PPA ;: f- v `v V�-- SHEET ti 1, CEO TEXTILE rABRIC OVER RIGID INSULATION OVER 1 WATERPROOF ME WBRANF 2. VAPOR BARRIER BETN+EF_N 2" LAYERS OF 6" CRUSHED ROCK) I • 2 3.`--•P ?1MkT F NDATION DRAiN 4. AI.L A TTACH'.TENTS OF STUDS TO TRACK AND TO STRUC'T'URE OF I SHALL BE WELDED THROUGH WALL. FLASHING WITH F ND DAMS 5. SETONITE WATERSTOP JOB NO• 298041 � I ;­I ,N\ h}{ Parkway 7aloaha.eRen aa�� ./�,�9e Y HIT,,,,k-11191 REVISED T.I. PE=RMIT / CONSTRUCTION SET, JUNE 26, 1M r I. I'a!;t•21 of 57 ,r5 d If r..MkA1t a,14a : ,tt ,, If this nolicc nppc rs cicorc Ulan the UN �Q rsv` urnenl, file document is of nuul;in;rl qulllify. i111CIulI�I11C1� :. Ti �.� iji�i 'I f�Ii:jl�i�ili c i�i�i�i�li ;{ I IIIIIi�IIIIIiLII�1�lIlll�lil�l ijilill I INCH MAOC IN GM 1K?' ,. ' .. `• , � ,_�J ' � ItN� — II ' I 111 II I II I!'!II I IIIb i !II!I I'!I Illi,:Ill II!lll!lllllif!!'.�Illi I i 111 1 It 1 1 11111111 1111!,ttnf!IIIi.q;Jl I, Illi ,. 1 W '✓, i� .. .. • _.._... . ., ,., ; Y poll ' r' .ry. f . .. i:.'y - , • s : ca., ,•,. a..,l,,:a !i�"171.a �T11ir"„air�lur,......ei�Lr.... ,....,,_::._,...:.,.._....rw ..a.r.J..:,.r...-ru.d. :.•�.e,e,u_.rGw.x,..:a....:--.r_._4-:.:.,..._...:y....d .. r:.,o:r.:.-.........»_ .. .�. . ..u.a.. ..... . d r ! t p: t _ •i' x� } r'�� y t 1 , t i : fib , , , 1' v i qt � V q p5,.. a w: ,. ,.,,n ,.4q..1}.0 rj• , :_ ...._. ...._ :.-....... ......:.. ...............:.. . ._ - :T#'x-ardkxa..'.., ... ."1w;-.^17+*�!.'?qa?'. .n' t .;3zap rl w , IV M '.j sv. ♦q Ip ((�) 3' THIRD THIRD ' O" o is ._ . ._ �...__ 257 0 t8 e YP yP - a 11 I; , 6;89 ) SIM T ` 2 7 w - SI L t, I - . _ LAI 17 y 8 _ t A. 4 1 I 17 3d o to , rt • .: l i } H � 39 ' - 2 TYP 16 j G 1 rt i 7 �140 101 I� ' t !Ls t 2 j I I_ __ - - .. I --- - -- - ---._ _: _1 c,., 0 i 'N i i 1 l t r SECOND FLOOR _ • I .� SECOND OUR _� . . _ _:-__-_--..._..JL__..=-.._ _ : I _ -_ _ =. _ � ,•5�•i � u;�� 243`_6= 243'--6" t jsl 1 J i 0' )} 2 "r 20 14 it i ! r'1 I P 1 ! 1 i t I- c� ED..EN i 18 Q� 017 I ,D 4 I r 17 1 1 I 1 r ++ 1 I I 1 I \ 12 4650 S.W. Mosadoni Avenue ,` v 2 1 } I I ` + 1 I } I I' Suite 220 U • l � Portland, Oregon 97201 t I I , /'� 15 I Phone: (503)299-6000 �ji I I I' I ro / FAX: (503)29A-6703 . I' 1 2 ! 1 1� i a, r.._ i 1 �i b --- -_ _� _.�_-� L_� -- - LANDING ce 2 i .5 \ .. FIRST FLOOR FIRST FLOOR `r' - - 20' to J _ A 230'-0 5 5 - •�, to 4 ::191 1! I TYP 4 5 A _ EQ. -_ ___ '-i 0' �t"'o•5 ___- - -.. I {� a' INT 'RIOR ELEVATION �rill4� • IP,CT�RIC�R ��\.•. r � 1 IOI� __,. -- ...-_. _. .... --- Irl i,�� r;• „•_„_- ac 2 3 � t 5 � r• THIRD FLOOR_ - /^� 257'-0" t 0 18 9 8. STRUCTURAL. ENGtNEER1NG fh{IItQ FLOOR- f^✓- ""V._� �� �r"� I 18 TYP T,P A8.5 1 KF'F�-C i".OV WNW* 39 ' ) 2 iv -j 1 ) A8.5 2 18 8 5 A8.5 Ab.S h y A8.5 SIM , 2 4 39 1 S.5 -,/~ Atf.S ---- -- ,-•_ ,.,. 111 SW Elft Ave. Suite .^.500 4 SIM � i - "� -' Prn-tlar+c4. Oregon 97204 Phone: (503)227-3251 ql T 5 3{ £ '4y _., n. T..r __ ox. )2 27•-7980 1- ` 1 14 2 -. jw 17 7 M��ECH•�/�ELECTPICAL ENGINE[RING }} l ' I 0 �'--,� 38 OPEN TO' <i1GiT-A 7 �a 21 9EYOND -- 4 SE lake Rood I 1 \ Atl. , 7212 �n s - 4{ __ 11 Miiwaukie, Oregon 9 1 1 In 16 2:) 11 9 11 q �,: J i� .t 1 i , ` "J 6 -. - _ - Phone: (5,U3) ''559-6394 Irk vs ` I i - - - - - I g Fax: (503) 8S9-9029 r T 1 -. -___.- 1 q U-) r I �,'r• C #r i I � L 1`c e,' , �s,,,, .p=,•`'.. '1 V '.'' I 1 i• -• `� '� '1 -� / `o `` � ` I 1� \` --- " - - - - - ° ° --- 15 LANDSCAPE , � 8.5 t 2' 5 , 4 .I 1 \ It 1 -- I I �,� t 1t �1 SECOND FLOOR _. r , -•{ ,, ,.__ -- - r •- »--�" i i 1 1 j I 800 NW 6th AVE. FLOOR 243'-6 , - i ::S3 Y 3 � i t } t } i ,/ 39 - i r i R t t Shite 327 MIN 143 -6 __ __ I ► i /f,' F r I 16 4 @ j ( t 1 , { ' i i 3 Portland, OR 97209 41, � 14 19 1 4 1� r_ - A8.5 Phone: (503) 222-5&1.�_.._- zt I J _ �� SCM } � ��� A ` �ax: (503) 222 -2283 r- \y ` l r P c` NMI n' 1 A8.5 y -� �, y• �` r� 17 TRANGLE7 x,, I I II - {� i i : �; � � .� �f 1 i i �1 f � f , 1 _ ► � � 1 , , 1 s �, PAR(Y I t I Nit j 12 � n OPEN TO- _ ; , I R. 1 I � i � .Y � + i • ; , + M w i I I � ;- '11"«�n .. �l 11 � I � _ 9EY01:� I i J } ... 1 + , 1 ' / :.:�i�.`' LANDING _..- / "5 .n �•, •�� :,4.e. :.. },.... Ta :{T^'.'"' ., .,.:-':{ ... r�' �� � IA 232'-3 , ( rt 1( ti W K 1 1__ _. _ a�_.._ - A � '�o AI 2 � S Y Inca I _ _ t 2 `� 1 \ 5 FIRST FLOOR SIM. s FE• c 1 230 O J' wee ' 1 FIRST FLOOR J _,._.�.►.� fir---- I 4 5 . 230"--0'7+ I 4 I`Ufilfg ', Cgt�1?i .• 1 `.. 5 4 5 19 .. •.a,,�F,,, �•-� •_i f' A9.5 TYP11-7-7 -!- EQ• i;'--10' _____-�� ECl. _��_ __.,__ 1'-10' MATCH OPP WALL- 1'-1 0 MATCH OPP WALL4 NTERIOR ELEVATION _ �'�'o� o��`� 3 INTERIOR ELEVATION _ _ / " © G1998 ALL CHISMACKRES VO .till RICJiTS Ri:SERYE'D `r• THESE DRAWINGS ARE THE PROPERTY OF =UP MACKENZIE APD ARE NOT TO B KEYNOTES p OR REPRCIDUCE,I IN ANY MANNER y - WITHWT PRloh WRI11EN PERMISSION 18 REVISIONS: hs' 8.5 1. GYP BD, PAINTED - P-4 2. WOOD PANELING, FIGURED CHERRY REMSICH ATES 3< WOOD PANELING, VERT' GRAiN MAPLE CLOSING D --- 2 4. REVEAL, TYP - SEE 5/A8.5 - i \ r 6" H - SEE 4 A8.5 -+-18 +-+ _ WOOD BASF T'�1RQ FLOOR �� ` f r� O _ 257-0 L 8 K A8.5 ; �1 6. WOOD RAIL,, 4" 1i - SEE 3/m-8.5 ___�-------- 7. _� - �. A8. 1 7. WAIL COVERING 8. RUBBER BASE 4 b _ I _ T ` ( ,' // 'f 9. GLASS PANEL, TYP ff 10, GLASS PANEL, CURVED " " - . 15 _ ON I !V RA WOOD -r- --`- 2 ♦ .• "' l , WD 'STRIPE', VF'RT \ 12. HANDRAIL, (WOOD i 130 ) 17 7 1/2 1 1/•2'- ,., \\ \�r 13. S i EEL_ POST FOR HANPRAII_ ASSEMBLY, SEE A7.1 --..00D PANELING , SHEET TIT1E: 7 P ADU I OPEN T - �'�.- TYP s �� i 2 BEYOND 3 TYP -----iN00D EDGING • 14. WOOD CURB, 6" H --- (\2-�) 15, WOOD TRIM CAF' c('`� a - T�5 �' -- r TYP -GYP BD, PAINT A 1�,l.� 14 N F ao L.5 -. a.,.w.__ - A$.a PENDANT LIGHT �iXTURC T , �,` /� �j 16. WAL SCONCE LIGHT FIXTURE, TYF ENL0••'1R 5 18. EXTERIOR GLAZING SY,;TEM p'''�[][��/ 19. DOOR PER SCHEDULE LOBBY D B 1 - 1 i /� A c ' COD EDGING ? RI�)R CLEVATION -•_. ____ SECO,*vO FLOOR - - _ "- -- - ( " TYP " 20.21. ORCA SI DOOR,PANG - "J.i.C. E 1-t:.VAT 0 N J 743'--6" �� 8 N OD PANELING A8.5 1 4 0-8,5, T YP J I r 2:. DRINKING SIGNAGE L 5 23. BUTT GLAZING NTAN FIXTURE'S - ` 1 RAI t 29 � _ I 'i,i A5,2.5 r 6/Ztt/9A \.J 24. CLEAR TEMPERED GLASS o f }, SiM. �, 8 6 `� r 7.5. MEDIUM ETCHED GLASS GLASS28. /4" BAND. HEAVY OFCLEAR GLASS 2 , I .,1 �h'JC�D PANELS, / I I ' �, ter- GRAIN TO PERPENDICULAR / 28. CLEAR LOGO iN ETCHED GLASS DATE: 4/3/9b AS SHOWN / 7 13 7 _ / 30. WOOD SILL29. WOOD ING �' 1���4,.•', ,I 15 '', ��� ._._. � •/ ' / , DRAWN 8Y: BSR f�)D ': 1) 3 --- -- "..,.,..,_.. ®-- WC701) EDGING / !►rr �' 2 J �b;g A 5 TYP / 31. FABRIC WRAPPED HOMASOTE PANELS, GLUED r r \ 32. POCtKET FOR RETRACTING BiFOLD WOOD DOOR CHECKED by DTR/PP 4 th TYP ,, / J I I OPEN Tra.._ R �. C BEYOND °'i __-. _ •----- -. - _ __.__..._.___.__----___. ` 33. TV - N.!.C. PROVIDE ADEQUATE CORD DRC„' SHEET 1' 8 _ I-' . ` 15 v' �, I �� °� I 1 �"�- ---GYP BD, P%NT \\ 34. ADJ PLAM SHELF 1..P e A8.S r ` _ rJ 35. MIRROR, 8 0 H X �C 36. BUTT JOINT F,RST FLOOR tY . _ --�-� F tr".- �--- -- -- YVOOG PAP:%LING 5 19 37. PLASTIC LAMINATE CASEWORK A5 ,v 1 230'- 0" i C5)_-`/ 5� 022 /17 - 4 � 4 4TYP 1. 8.6 PAINTED - P--S 8 5 39. 1 1/2' SOLID CHERRY 1 + ~ ,A PANELING 1 Ar' 1 �� D �s� NTERIOR ELEVATION _� 40. , 1,/2 (J.D. RAIL S.S. #8 FINISH OF R WE �10R ELEVATIf $ �'� f AI�EL..III�1 E�EV�'`- w I'-+E��I� ---••- - - --"- 41. COORDINATE AND VE:RiFY LOCATION OF FIRE PANELS��..JJ� 1 - __ ' -� ��� - -_ -1 -O W ARCHITECT. CENTER AS SHOWN JW NO. -298041 1 4"= --I?" fW�Y 0191 �-J REVISED T.I. FIERMIT / OONSi1RUOTiON ��E�9 JUNE 26, 6 Ti-297353 1 - Pale 22 of 57 htln the th{s ueiice a en 1, 11 r Il:lrt icrc�filnle(t unl!'nt the document Is of marJUN 0 2 20M kl 1 y. fit ¢y:y4 1 .e+,. 1 �, ., _, •, '.C,i . , r ..,. i 1 I � � .1�I I I III`t � I�I I 1 , ;til h • d ' ,, rtl ,,'��.�'��>������,�1,n, (�(�1�1� III i i f I I I i �f I�f I I 1 , � _ _ _ _ .. ,. tNCN ' MAD[IN CAIN }� , , B • Iln•. ..:.1,u 1 t..11. n hl nCll nll!'II 1!!I!I III i I ,. ;. 1�'' _ Ile>» „ .: -. ,, •.t.; ,� .: a .- , ..r, , _., , :, , , " ' �li II In IIH�I!NII!!l,ilJ!I,..II lI1, +It11.. i 11 Irlilll,ll :,4111,lt„!1111!U.Llinlhllll„,111l,,:.,InI1n,L•, IIII ,,,11,11,,. .,11111 111 L I - 1 4y' v I 1 I1' i A : "� - , m i t rl 4 1' y , ° 1 '":5 i.•/.� .^,.. �, r......: ,, ... f ''6.tr' r, '1' �'_,.r. . .4 I'. 1 :. - :..,. ,..... _ .. .. ... .. ..._ ......... ... . . IL " ,,i,,.+y+,}, •,:I' ; ,11�. ,u,�x' a ...,_{.. t M1Mr _ ':u r: Iw.rf<.n L, I,Y<. �, ,�/�:'ro'y `I: }�1' + t q:'i�•� ',. i ,t •Y t -0 N>1- n°• Y N � d ,y M1n < 1 ,rr' •4 � r �rt " r i. a .. . . f�.i n, ,Si.• -_:" ,.rS�:.. :x - ... Yrr ,la,. ... I ,.,a.., , ,fid' 9 ; i ' ^� ._... „r 4.tli..,x,. .. ,. v,l.,. •4 ..I a{ .,�,;� y .,: � .. ,� +.y � ; 11, }Y e o No 8 TEMPERED BUTT GLAZING ` 18 2 4 1 + e 16C1- ;: 7 - i4l - - - - - ,lto \ _ J 17 w 17 ,r <a I f/" 7 � G 3� SEE PLANS / p a FOR DIM AND I \` � ! OF GLASS SEGMENTS _ - I 2 _ _ - 1� _ tIL _ f 4 $ � • I GEPMOJEDLEN EO EQ SEE PLANS I ���"` MATCH OPP WALL -10' 4 TYP' 10' MATCH OPP WALL i 0R DIM AND •- ..-- � -_ � ��1-'-10' -'.i �'� Li) �.9,� AB.R �� 4650 S.W. Macadom Avenue OF GLASS SEGMENTS (r 4 TERIOI� ELEr//�TI N ELEVATOR LOBBY Suite 220 ^�, 1 ELEVATOR LOBBY _ E YY N 1 V 3RD, 4TH, 5TH FLOORS _ Portland, Oregon f�7"101 ON 2 RELITE ELEVATION ____ -_ iiffERICIRELEVATIQN -.9?0, 4TH, 5TH FLOORS 1 RELIC iE ELEVATION Phone: (503)299--600 - �'`5. /4"�1'--0" FAX: (503)299-6703 -- TYPICAL CONDITION #2 .ia. 1 " -� � �. _.. 5 TYPICAL CONDITION 01 IN LL _ 4'- 0' 4'-0" 4' 0" 4'_0" 4'-0" E02 - E 2 Ei12 ' T-5" _- - _E01 _-FQl --12- - -- - Eo cQ - _ - - - _ 31 35) ' i ► x �;° ;� �/ KEYNOTES 3 c� -- SIM _I -. A8 5 •; °p - -----�- -- 1. GYP BD, PAINTED -- P-4 2. WOOD P",NELING, FIGURED CHERRY -� 1 3. WOOD PANELING, VERT GRAIN MAPLE ALIGN W, - --- SILL HEIGHT _ _ `__ _�_ -_ - - - 4. REVEAL, TYP - SEE 5/A8.5 STRUCTURAL ENGINEERING .14 5. WOOD BASE, C" H - SEE 4%A8.5 i� EU 36 8 7, WAL6. L COVERING SEr 3/A$.5 Suite 5W Fifth Ave.! Portland,OOregon 9 i 204 INTERIOR ELEVATION It.JN iK, ___ p h -�_____ --__ "_�_" _-___ . GLABEP BASE Phone. (503)227--3251 INT 41NING ROOM X109 - � INTERIOR ELEVATION ION WORKOUT ROOM �D008 S �� --�- 1 GLASS PANED TYP Fax: (503)2?.7- 7980 trJ EL 5. 1/4"�1' 0" 10. GLASS PANEL, CURVED TRAINING ROOM 109 5. 1/4"=1''-0" I?. GUARDRAIL, WOOD MECH/ELECTRICAL ENGINEERING 12. HANDRAIL, WOOD AM ;p,,A W„ 13. STEEL POST FOR HANDRAIL ASSEMBLY, SEE A7.1 x;542 SE Lacce Rood a � � 15. WOOD TRIM CAP Phone: (503) o59-f,394 14. WOOD CURB, 6" H Milwaukie, Ore�;:�n 97222 16. PENDANT LIGHT FIXTURE, TYP Fax: (503) 659-9029 r 18 4 2 4 A8.5 A8.5• id 2 1 4 2, 32 C? 17. WALL SC ONCE LIGHT FIXTURE, TYP LANDSCAPE A8.5 /"�-- .r 18. EXTCRIOR GLAZING SYSTEM 1 2 4 A8.5 i.•-- - - - r - - :� _ 19. DOOR PER SCHEDULE 20. ELEVATOR DOOR, TYP PANEL N.LC• BOO NW 6th AVE. T Suite 327 Portland, OP, 97209 32 I FOUNTAIN FIXTURES Phone: 503) 222-5612 I 1 . 21 0 1 i �, __ �I .,,-,_ •.,,,___-- - � 22. DRINKING ( 1 23. BUTT GLAZING Fax: (5'33) 222--2283 13 I 1 15 I 37 18 24. CLEAR TEMPERED GLASS -••.-•--•-ter A8.5 _.,j. I 1 7 I /) A8.5 34 I ►� `�I 25. MEDIUM ETCHED GLASS Project r'' I 'r I //• ii 7 6 - TYP *� , 39 TYP 6 A6 5 TYP �/ \ / i i \ / / (� a' 1 26_ HEA�'1 ETCHED GLASS a> ASS �i OPEN TO - �- r 33 I 27. 1/4"R AUGO 11ND OF CEECHEDAR LGLASS ��%SAM OPEN 70 ._ � , , , BEYOND , ; . . a c� - BEYOND .� � \.. )I 1�� � Q 11 29. WOOD CASING ,r, I �'' ? 2 \ 39 ij i WOOD SILL �Q 3 r c { I A8. �` � . , _ - ! L 31. FABRIC WRAPPED HOMASOTE PANELS, GLUED r , � 'Y -- - \ � - - �--"� '�. --- - . .. '' - °n 32. POCKET FOR RETRACTING QIFOLD WOOD DOOR � + } a ' S 33. TV - N.I.C. PROVIDE ADEQUATE CORD DROP �� S ,� 4 2 5 I I\1' 10" 4 4 TYP 1 O�-134. AUJ PLAM SHELF TYP ,� 48.5 i " " 35. MIRROR, 8 0 H „ I '' I RIOR ELEVATION _ ) 8 RIOR ELEVATION/'�TI4JI V BOARDROOM X1224, RECEPTION #225 �- - �r BOARDROOM X2''4, RECEPTION X225 36. BUTT JOINT c,, � `1, " --- 5. - , 4"•-1'-0" 37. PLASTIC LAMINATE CASEWORK Pd�TILP 9,01 I' ?3 y 5. 3E. GYP, BD, P&SITED - P-5 j 39 1 112" SOLID CHERRY V� �1tt__ 4C°. 1 1/2" O.D. RA:! S..S. FINISH B Vf' 41. COORDiNATE AND Yi.RIFY LOCATION OF FIRE PANEL A8.5 ``" $ A8°5 18 2 1 j9 2 W ' ARCHITECT. CENTER AS SHOWN. ---- GRDtI? MACKENZiE 1999 A$.5 18 A8.5 � / ALL RIGHTS RESE'ZVED y 1 1!3 TYP 1 C A8.5 r - ____ - TH:SE DRAVIGS ARE THE PROPERTY cK LIT - Gf2WP MACKENZIE AND ARE NOT i0 6� 1 _ USED JR RE.PRC7pUU€D IN ANl' MANNER, €t 5 PRIOR N1iITTEN P ftMISSI -_. - - - G r I , _ -•r--- -�``• � '' \ -._ _'_ - � - -- - - 13 REVISIONS: I \ 13 1 _ 7 \, RE,190N EAITION I 9 7 '� \ 15 ! 3 ,.� CLOSING DATE 7 / f / 27 X8.5 I.t'PII \ 6 { \ I 8.5 I Ar9.5 2 f .. 17- 0) - 1 t0 5 30 TYPC29 � r -.- 1 / 8.5 \ Q \ r, �• r� 1 `, \ / A SIM , - - - _.,_ , , -- n r1 73 r, cq 19 26 �r blg -s ._. �.-. _ 1 A9.5 TYP 5 �4 5 ( 2 Q. ' 2 8.5 TYP -- \ /�Try^ '` ELEVATION �/ 12 )NTER10R EL Vf1 11�./N RECEPTION #225 SHCET TITLE INFERIOR ELEVATIOiJ BOARDROOM #224 ERIOR CLE Y ATION DOARDRCOM 24 r on R ELEVATIONS \1 18 TYP 8.5 r, 26 28) 24 25 2 4 _ 'e} - � '-c' 1 RA1 - - I I G /26 „ PATE: AWN BY. UK MR 1 TYP I 4 ?.7 ) 5 ; a - :--- - _ - CHECKED BY•r t yl} C1M� 8.6 i- 7 I SHEET 'AL P. c'. S 5 C2 r1 { d5 (�04 19 4 1 5 2S� `�\v / 2 23 2A 5ts 2 6 2, 2 ♦� � � \ TYP Q h! INTERIOR ELEVA"90N-CONE. ROOM J223_ K16 iNTERIOR ELEVATION COi,'F. ROOM #2.23 r "'� /'�, r14"\,VINTERIOR! EL.EVA�I©N CONE. ROOM 2i3 .. ,• _._____.. .-_.,___ - 3 I () L.RIOR ELEVATION RECEPTION 225 -- 5• 1/4"� 1 -0" _ OF M 5. 1�4 i,-D" ,,og N0, 298041 ! \ TI53 iR-0191 REVISED T.I. PERMIT / CONSTRUC11ON SET �1�1NE �C�, 19� k VY 200(! ,u s clr:u cr iil;m the notice alrPe• this n omen!, the docunrcnl is ni m;uRinnl yucrlily Illll'I'll(i�111CCj I ;� I TAT IT(11'1{li ,{,1�{i111iii 1 (�{� �{I(IT11j(' IIIc ii I I{ j,i ;' w sr anus `� -- _ !■' - " , ell! U ,1 1'`111111 1 IIfI 1 'll1' I11 IT III!{ililill)l�i �I `' ,;,.., ro: I' ..:, t `•a>w�. YF#MTl�lSf�X�"a�w�4¢,s1p Q vi ds�e5� "� �+�5'+ y �k s. 4F � ..,,,.:.. hd�In u�'b � .•.Y X'G yr�,i.%';>r'�- '� •1c � '}??. .,`{ ( p 1 , I , I tU� i1 r , i ii i 4 - A Wb"*iPl'.'',M'�":7T 17& 1 ,,•. f V f „ r a t xeITJ .:'i:p �r •' y �yy��y� y`�y,.,,y'. "t(y ,,:-, ,.c:..r' • ',,: .::p,.-1• >.. 1 :'zn .:v'1.�.' `''!': ''ti RI..` w.hM1Al�.i�`1.Hlsk'Lse.t`.retitSiO�iik.S�rt Wilhatni44wL.atiTudd4r..AF33t, �. , .., Y$i.�v� , .. ' •.•�"„.1'^�I'4Y.�'SMNAW16[MA�1Y� �, tl.., 1` ,..,... d �'W� ? lm`P+YWir:K3ilo�l - 8"X7" STAINLESS STEEL '_ - COFFEE MAKER CONTAINER 28H X 2.3D X 10W 15 3114-X7- - 4 1/4"X7' STAINLESS STEEL 4._0" T-0' 4'-.6• CONTAINER 0 a • --- _. — EQ r-0 - '�-- - EQ EQ .- ��..- EQ EQ EQ Eo Eta-- - _ ,i`- __ `' 0 1; _Q - - - _^ — -- LL ON 1 _ - - I M/W $ i- ---. M w L_ � �i I I c I I t __ _.. I REF I rs REI I _ w q, I iDIN --- I rn W - '-0" 3' 0' '-O" EQ EO '-0` 3' 0" '-0` EO_ EO I ____ _ EA EQ EO EQ EO __ _ 'k 0 EQ- EO EQ -EU EQ --- - m T_ SEE PLANS SEE FLANS _ _—. ._ . • � a .� h SEE PLANS -- -- --- _ -. 3-0 - - c 0 <; SEE PLANS --_. _ _ --,� / -- — 1 ` i 1 COFFEE: POTS UJ C :• a '�C N.I.C. cc 17 ------ 6 3/4" DiA. OVERALL } h- O.- A5.3 RECESSED TRASH RECEPTACLE . � _� ENLARGED PLAN { r _ 4 ELEVATION p ELEVATION 2 ELEVATION — _ (-�)ELEVATION _ — — 5 "=1'-0-~ A5.3 COFFEE COUNTER, i- d[CAL 1at --0EL a - COFFEE 151 Ni 5 COFFEE 24d, 3�7 & 453 }E ` 1, 0 '"--" COPY 216, 217, 322, 356 do 452 4650 S.W'. Macadnrct Avar:u�" COPY 122 do 5 - � -v- Suite 220 Portland, Oregon 97201 Phone: (503)299-6- , ; t FLA ASAI FAX: (503)"/_9g-6703- - 4 Awl - + ;' _ 2 `--� A5.S T' 9'_8w 8,-0. E4 EQ Eo EQ Eo ,�---- - — ------ - i o L_ __ __ iV / \13 is - I I I I o, i I I I n o - - I - - NDI o I - !- I\ - -- _ I REF i I� N'� REF II REF I - D W 3 O t Dw OPEN /OPEN\. N _ - / \ it - - '-p• 3' 0• ` '-0" EQ EO EO 4'-6" 4'-6" i'-10"t 2'-3" 2'-3" 3' 0" EQ EO E ;` EQ EO EQ EQ 4'-0"_ --- EO_ _EQ _ EO EQ 4-0 -' 10'-10" t --- -- - PLANS SEE PLANS SEE PLANS 1 SEE PUNS SECTION LIGHTS 7 -- -' E - UNDER LIGHTS 1 UNDER OVERHEAD UNDER OVERHEAL' 1 1 1 1 SOUTH WEST STRUCTURAL LNGINLCRiNG SOUTH WEST KPF�Caw*V ET 's ill SW Fifth Ave. Suite 2500 Portland, Oregon 97204 /� n ELE`J/`_TiON Phone: (503)227-3251 `' " '� ® ELEVATION t ^�1'_0^ A53 LUNCH/ASSEMF3LY ROOM 116 "�1'-p" Fax: (503)227--7980 ELEVATION s ELE • A 1 I�N - -`_`- - "=1'_p" - 3 LUNCH/ASSEMBLY ROOM lib � MAIL 152 14" 1'-0"r ��,3 MAIL 249, 3:i8 do 454 `` 2-1 2" M X 2-1 Q" N MECH/ELECTHICAL ENGiNEE=RiNC 1N1F3 A W TYP TYP 18A 6542 SE Lake Road - � 5.3 Milwaukie, Oregon 97222 `{ phone: (503) 859-6:194 Fax: (503) 659-902 3/16" MASONITF, TYP _ I ANDSC APE -'-- EO 800 NW 6th AVE. �._--� 1 1 WC-3 w _ - IL Suit© 327 / ; 1 POCKET FOR w M/W . 222-5612 r I Portland, OR 97205 RETRACTING BIFOLD I o t o a j Fax:Phone (503))222-2283 WOOD DOORS 0 1 _ ___ _ PAINTED DADO. TTP �, 1 1 Protect t _ DW \ - \ IRAWLE -- \ ' II I EQ EQ '-0" 3' 0" '-8 �►�� SEE PLANS _ -- -_-- PARC Efl ' ' 6" '-O" EQ EO EQ EQ EQ EQ EO -O` - }__-- -- SEE PUNS UNDER COUNTER „ SEE PLANS SEE PLANS _-- _SEE_PLANS- REFRIGERATOR 1 WEST SOUTH NATION ;3 DETAIL __ C-.V5 — �c• Y/"oTI�N j2 ELEVATION _ _ , t 3"--1' -D" 1/4"=1'-0"ELEVA�ON ELE "=1'-D" A TELEPHONE ROOM 107, 305, 406W=V-0" A5.3 MAIL ROOM OI EN S•-!ELVES ,3 TRAINING ROOM 109 ~ ----J �t -0" STORAGE 13 3 K1998 c_— —.___--- MACX " 12" 9'-0" A.F.F, [;RALL OUP GHTSFRESERVED 13 THESE DRAWINGS RIGHTS ARE THPROPFRTY 01 = GROUP' MACKENZIE AND ARE NOl TO At SED FPRODUCED IN ANY I t FixEO SHELF ! I U WITHOU1RPRi R WRITTEN PERMISSION R s (2) ADJ. VELAMiNE ( ) _ SHELVES �-_-- _ -= REVISIONS: MiRROR REVISION EDITION CLOSING DATE 19JOA I 5.3 T-0" 1 B" BACKSPLASH I ' 6" BACKSPLASH -- -' - io 25" P.L. TOP ;'5" P.L. TOP { - MIRROR- • _ _ ^� " w r w 1• _ 25 *P.L. TOP g" eACK:�YI i�,�i,! ------------------ ' Or ET TITLE: w M/W SHE + ' _--- _._ rn I i .�__ --- (1) ADJ. MELAMINE �- _i (1) ADJ. MELAMINE L _ �-_ - '� CABINET REF I _ = _ . SHELVES SHELVES r- I — — — ELEVATIONS - b c+ I DIN _ z- _ i ! I OPEN o __ _ ! 7 �, SEE PLANS `" EQ EQ --0" 3' 0" --O' II` •,�<, ._ _._-S�PLANS RA 1 ` ^' T A3:3 29-0- * 8r 28/913 ER SECTION ri��COUN TER SECTI®N DATA: �/18/9F "VATIO�� _ n ENLARGED ELEVATION ,$_ COIJN`T _ _ _ _. - EI,�E _ ^ r �T�'PiCAL 3/4"-1'-0" ;j LOUNGE 121 3/4"-1'-0" DRAWN BY: EKK o /� --- " 'II-0" TYPICAL 1 =t' 0" � J.3/ ELL..NATION _— _ _ ___._.._-_ - -- )( 1 -p COFFEE. COUNTER, ..._. . 1'-0" LOUNGE 1 1 COFFEE 277, 4;2252 c"/"'`• E 2 CHECKED BY:l MF— -� ✓ - i.,�'�. `�V�-�'-.�--'/"` 1'-�1� SHEET _KEYNOTES _ GENERAL NOTES 1. OPEN UNDERNEATH COUNTErl FOR ACCESSIBILITY A. FINISH 41.1- F't`F'OSED CABINET ENDS. 1* 2. PROVIDE SEPARATE PRICING FOR MAIL ROOM OPEN SLOTS R. INSULATE ALL EXPOSED PIPES, PER HANDICAP CODE_. 3. PROVIC,E UNDER CABINET LIGHTING. C. ALL BASE CABINETS ARE 24" DEEP UNLESS OTHERWISE NOTED. A5 * I), PF?OV1�F. 3 i" FILLER STRAP Q ALL LOCATIONS WHERE CABINETS MEET ADJACENT WALL, OF F. VERIFY ALL SITE DIMENSIONS PRIOP TO CONSTRUCTION OF CABJNEiRy 'Ion NO 298041 Ti sw ea:::14,1�ti4,.1 REVISED T.I. F'ERMIT / CONSTRUCTION SET: JU 2671998 r , ' enl N 2U If this notice nl p •s clearer than the d 1 �` ,-••., cumcnt, the Ilocument is of nuu•Rinal qualify. Ti11t.:CU111111CC1 I t I ::L. . ,; I Ii iii i; .. , .. cw f I�(�__--•_ 1 1 �- � � I'n, n+� 1 u,t +II n m� nl,r n `. r INCH MAIC pl p111M .. ,., , 'Illa� �1't� Il { I : 1 IlllllllllUll'lullltfll IIII°r .Illllllr•r..:il+�l'rntll��,. .III'r,SIISn ,+tllH,rlll{ ' Y r ' • 1 r e r I : i . , r. .. Y � n . M,:.'_ • ,,. ,ftp 77 6 l ,d L� 4, li A, I k qtr yrx f!'�l� d� ler' .- `��'���+�"'�dr + x� Jy,9�tl iz ,�d� N" v�, e-'M!x' � •>i # 4,X�$�A, J 1' ar' � j d�"•�,f7 �r . n !1 pd�,(5h��:� � ,� `�� y �p+e�,. �"�t r 1�f ',r, -A'k•11:r`�"'#ilii fi k t h wT•.' •_.mla^:1^�s-•."n-•e^„�,n•.' , +nwr«...nwy.�w•w•.._...•,.l+r.......Tn.••w.v-�w.,r• ,w•n�.�vva•- r�-v'�'-- V �'�✓ 1'..1}" RECESSED TERM SIZI! 1.-�1. N ~ ✓"�,.y�/�.� �/~WV``�� �. "`�/"'�/�`\/V.V ✓'_ �.. - STONE CCX/NTERTc7P r 33__ W_ 0 F J :sv AND LOCATION T� BE STONE COUNTERTOf� �..� VERIFIED le P-LAM AT P-LAM AT K - � WORKSURFACE" , p , •� !- 1 ,/ - WORKSURFACE 41 ____ _-•---------- - `� `r` 1 �, P-LAM ALI. EXPOSE[ 4j" -_- - P-LAM AU. EXPOSED 41` l I i 3A 3 SURFACES I, 1 1 � .---- IOLiD WOOD - �� SURFACES :ar � ��--- SOLID WOOD i u k 1 A5.4 5.4 F � � _.__- 1 1 -- =-- BULLNOS-. -- .l �--�� 1 -- - - BULLNOSE �� - PENCIL RAWER P-LAM FINISH W/ WOOD BULL. NOSES tE ESSEG m {{ �` FII GRAP.CR IEDGE M I1ORP-LAM ALL EXPOSED a . O rn CABINET 'k---- -- -` 1- - r- SLIDE UI1T PRINTER - II -LAM ALL EXPOSED Ac SURFACES EDGES 1/4" REVEAL r yf' SURFACES k \t •a wTRAY V91s- ' SIZE •�a> � 3N (a C p u1 C14 N. STONE TOP ST--2EDLEN I WOOL) BASE- r r >�y:_ - r SEE 4/A8.5 {. 1•-2• -- -_ 3�-1�' --------•--��-2� -- -- FtMEW- GUR:_U CHERRY' FIGURED CHERRY WOOD BASE WOOD R.,5E VERT GRAiN MAPF SEE 4/A8.5 u to 220 Macadam Avenue S ; V -- " SECTION ION Portland, Oregon 97201 RECEI�TION DESK• daLAN 2 RECEPTION DESK ELEVATION 3 RECEPTION DESK '"''• - �A RC��'TION �EI�, E110N " _ Y Phone: (503)299-6000 +'- `-- 1 1/2" _= 1'--0" �A5.4 1 1/2 1 0 a I:AX. 03)299-6703 __.. _ _.. - - A5:4 5 � 1/2"=11-0. rArR I i ' I c , 4) Ir OPEN TO 7 ' 1 , t �-. 3 11 BEYOND KEYNOTES a / - _ �- -____ ,_-� -- 1. GYP AD PAINTED - P-4 I •/ - 1. WOOD PANELING, FIGURED CHERRY l / \ _ - , 1 �\ 1 - MAPLE 3 WOOD PANELING, i I � � - 5 �I 4 VE - SEE 5/A8 5 STRUCTURAL ENGINEERING 5 WOOD BASE, 6" W SEE 4/A8.5 ill SW Fift .S - -- ` 6. WOOL` RAIL, 4" K -- SEE 3/A8.5 ) + \ ✓/ / Suite 2500 103 11 Ave.-- O ? - 15 7. WALL COVERING 1 e85 Portland, Oregon 97204 �J 8. RUBBER BASE Phone: (503)227-3251 9. GLASS PANEL, TYP Fox: (503)227-7980 J ra INTERIOR ELEVATION _ iD. GLASS PANEL, CURVED INTERIOR I �L /'1T�ON INTERIOR ���VATION - �� 11. GUARDRAIL, WOOD MECH/ELECTRICAL E.NC:INE[aRlN' 12. HANDRAIL, WOOD r��ACE SIC. -5• 1/4"=1'-0" 13, STEEL POST FOR HANDRAIL ASSEMBLY, SEE. A7.1 6542 SE Lake Rood 1/4 •-s1 -0" - --� ' � 1/'" 0" 14. WOOD CURB, 6" H Milwouk!e, Oregon 97222 r 15. WOOD TRIM CAP Phone: (503) 659--6394 16. PENDANT LIGHT FIXTURE, TYP Fax: (503) 659-9029 7 17. WALL SCONCE IJGHT FIXTURE, TYP 18. EXTERIOR GLAZING SYSTEM LANDSCAPE 19. DOOR PER SCHEDULE 800affeffxNW 6th C8 VE 20. ELEVATOR DOOR, TYR Suite 327 r' 21. ORCAD SIGNAGE PANEL - N.I.C. Portland, OR 97209 22. DRINKING FOUNTAIN F:XTURES Phonu: (503) 222-5612 23. BUTT GLAZING Fax: (503) 222-2283 - 24, CLEAR TEMPERED GLASS ---- -� - r 2/ \ 2 25. MEDIUM ETCHED GLASS Protect 26. HEAVY ETCHED GLASS TRAWLE -. - - - 27. 1/4" BAND OF CLEAR GLASS i 28. CLEAR LOGO IN ETCHED GLASS CORPORATE j 39 71-/ CPT-4 , 29• WOOD CASING PARK 3� 7 �`CPT-2�_� 30. WOOD SILL Q __ --- - ! 31. FABRIC WRAPPED HOMASnTE PANELS, GLUEDr--- J 32. POCKET FOR RETRACTING BIFOLD WOOD DOUR -. ='- - _ __-._----------_ -.----., 33. TV - N.I.C. PROVIDE ADEQUATE CORD DROP a.- ADJ PLAM SHELF TYP (- ! ` , 3 - w 4 _1 36. BU?`r JOiNT �:"� i•�>I� ��� ! 35. MIRROR, 8'-0" H 37. PLASTIC LAMINATE L.4SEWORK l EAST �•r SOUTH (WEST OPP.) 38. GYP. BD, PAINTED -- P-5 . (i5s, ," ~ .v r 39. 1 1/2- SOLID CHERRY L a ELEVATOR CARPET PATTERN ' T/"q® --- - 40. 1 1/2 O.D. RAIL_ S.S. ,>�8 FINISH t" �,y�--- a INTERIOR ELEVATION ELEVATORFY TION 1/4 1'-0' 41. vvy A CA ITECTD ENTERLASASHOWN F FIRE PANELS r-- GROUP MACKENZIE 199„ - y9' *43-) 1/4'=I'-Ow ALL RIGHTS RESERVED tTHESE DRAWINGS ARE THE PROPERTY OF _ u GROUP MACKENZIE AND ARE NOT TO BE SCD OR REPRODUCED IN ANY MANNER, / WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: R ?,SING IEDI ON SHEET TiTLE: INTERIOR E LEVATI O 1d .� i PLRAI I G%?6�9R , «s DATE: DRAWN BY: DWO ew.- % CHECKED BY:LMF L*Nr- 't; SHEET Of 7 r JQB N0. 298041 t'a�rkwny aI:'~4 �: INE 26 19J8 TI-297353 11111)99-0191 REVISED T.I. PERMIT J �O��IR1'R110T10N SET J 11;igc 25 of' 57 - .a Illis I11111re n 1 n PAI.9 clearer >harl file JUN 0 7 20002000 r 0,+ir�r�r,i:'t + ._1_!a!„�`•} ...,i�> : :',� �,. •', lay umc•lt, tile tI0(Il lt tl1 tf, Illd r !i ! 1 ql », 111 1cd ,:5, t l i l I i l Il it lillf l ill 1 1 I I I I' �I I(i ��.,- rt . � !q.,I, .x f :� � �► ! �!� SII I f 1 Il �"Il� i I t`�i I ii��i �� ! � ��� i��� Ii Iiili I I ► 1i! I . . i . 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",'mv J j i .1 POW y ' r I , r - _ GENERAL NOTES _ KEYNOTES LEGEND _ — I - -- - ^LNG TILE Tv BE O 9'-U)�" A.F.F UNO 1. SUSPENDED ACOUSTICAL CEILING TILE SYF ZM, SAT-1 © 1 HR RATED WALL SEE P', FXPOSED STRUCTURE A. ALL SUSPENDED ACOUSTIC .. a ` GYP p!) CEILING S. ALL ELECTRICAL '_!GH i TING do DIFFUSER LAYOUTS HAVE BEEN 3. LIGHT ES'fR M, YP�iE . D 7'/12.8 1 HR RATED WALL - TO STRUCTURE ALIGN GRID WITH FACE OF' WALL. SEE DETAII. 'I/11,1 PROVIDED FOR REFERENCE - COORDINATE W/ ELECTRICAL UWGS. 4. 2 HR RATED WALL_ TO STRUCTURE GYP BU GELLING C. REFER TO MLCH do EIEC. SHEETS FOR HVAC do LIGLITiNG RESPECTIVELY k' SEE P5 • �•• I RA37 D. PAINT ALL CXPOSED MECHANICAL EQUIP AND DUCTS -- SEE J r f SOUND ATTENUATION HA'fT FINISH SCHEDULE 6/76/91 �r INSULATION 2X4 SUSPENDED ACOUSTICAL - CEILING TILE, SAT--1 C $W) • co ell rr LU R\Y NG/ o! 4650 S.W. Mncodom Avenue Suits 220 1 I i Portland„ Oregon 97201 .4.2 1 1 Phone: (503)299-8(00 I I FAX: (503)299-6703 I � I j� 1 , F \� H y_ _ K Lrim C > p f'FtEdk}IJ:it'!Q > StIE W 1FD 114 A 254'-0• — — _- ---- ----- — --- �_— _ ____^—.— ----- 30'-4• 1 SFiEI..I_i'ERMiT� A 22'•—B• 27' Bw ---- 25 0 22'-6• --_ _- 25'-0• V-80 _... _ __-- _ _. 1 w 30'-4• • - -- — `.4 — 9> ...._. .._. -...r ...r._•.._ wr wn••...i C14 I STRUCiURAL ENCANE'E-RING I I IAF L`t�f 1lbe,�lt10 Erghftm 1141 1 111 SW Fifth Ave. �`, +� I I I I i I 1 Y- i Suite 2500 r `Y'''. I P.)rtiand, Oregon ?7204 I I Phone: (,303)227-3251 VES'ITBULE I I I Fox. i 503)227- 7960 BUILDING x F I ! I I ! I I STORAGE ! - 12 GL�IY___ MECH/rLECTRICAL (PigNEERING STRUCTURE ALS C N ALL STORAGE L -- -- --_^ ____- 6542 SE Lake Rood -- ------------ LANDSCAPE i I I _ - - - I B E004 SPNXLR -4 -,- Milwoukie: Oregon 972?.2 —� I 0003 � Phone: (503) 659--6394 I t / Fox-, (503) 659-9029 LANDSCAPE I NOW I _ 800 NW 6th AVE. � � I 7 Portland, OR 9�209 Phone: 503 222•-•5612 , Fax: (503) 222-2263 t 4AL ! I - - STAIR E S I Project I •�• o 3 THAI I ! ! LF CONE E EC7� \, H L.t_. I Qui" A.F.F i. I iAL 1 I I i BO 7 I }1 - I . - - --- - - ---- - x °;r ti` I ___.._-`__-�---- -- -------- — ---__.` __ _-_1--_.— _ — --- -- _-- - — --�•-- _- C � ' -• 1 RA37 i ! • �{'�`° 4r+ ��"'p ao'" O n2 v - H LL _ - `•:../ 6/26/91 o, .. - - - - , �� - ---- -- t--- — _ - - - u ' STOR. I B 1 3 I 01 f i a6 0 I z �" f 0019 " YP 6/26/91 8 0 1 A. F. ciAREA G I GROUP MACKENZIE. 199E STAIR I, WOMEN'S ME3 S I I QU06 ! © ALL RIGHTS RESERVED i ! THESE ORAWINi:S ARE THE PROPERTY Or JANITOR Q16 � / • GROUP MACKEMZIE AND ARE NOT TO [3F. T 2 3 I O to USED OR REPR70UCED iN ANY WANN R, !( ! I 1 I I WITHOUT PR•',k WRITTEN PERMISSION i 3 YP FiLvISICiNS: r; - T' SHO - -- — EI'_0" TYr ! I i, CEi015 I ! - A.F.F. k Rk�RSIt1N EDIi1tNt I I I I LOCKER L- SHOWER BO KER I I IOSINC DATE 8015 2 pU14A I ------- --- 1 I � ! 2 I N ! ! i ---- X I I I •- - - --- - - -_ _ _-- - - _ ---- - - - SHEET TITLE: M _ Imo.`. - — . a.. .—. ._ E 1�T _ BASEM REFLECTED CEILING 82'-e 3 4• ______ -- PLAN 65-9 3/4 _ 148'-6 1 2• 14.1 — 14.1 4• DATE: DRAWN BY: i. CHECKED BY:PPA R nom. k.n SHEET !£a t w BASEMENT CEILING FLAN A6 * 0 >? : y p 1 d y � OF i 0 4 8 16 32 JOf3 N0. 298041 r r e 6• ; SW REVISED T,I. PERMIT / CC)NSTR�JCTiC)N SET: JUNE 2 , X98 �I .t1.26 '. err vr,,;{'S� '��.�•1�trri.;..;.. .'. -I ka,Y k�SR9tTf Ir this notice oppenrs clnArer then the JUN 0 Z • y dl►cunlent, the Ilncunu•nt is of m;u•t;inal quality. 11?irrufilnlCdIL 11�711!I!i!'!I!i!i!I!i _1 lit !I! : i I lil�!i!�1►• c i► VIII; :il '1 INCH IMAO[NI Ci11IIA "T— t ,.11Illilli: iNlri;!r,111;i,1!!;n!,,I;!IIII!^nR ' T' mI III,,I,IIr,11rllllll ,,11111,.. , I�I��IIIII�'ll�,lrl i 1 ii f f t i tl�i , f, ��^' .',v:� a i .`: 1,.„i'.: s' 7 " � ..,'e„:.,- '.i:''' :; ,,,, its.'..•,d _. s.':, ,.:r'I n : r:. _ i i56' 1 m — arev.gal:...::.:..- .:._..:r:,_...:.-.u6a..w. u,', :....,_::__— .. Cf L.; fk•a .JlaL.:.,u:;,.Y.,:...,_1....._..L:w.'+.:i.. i.au... .Y2:a. ... R t q� :. ,�. ,. :, .. . ,.. , a. �� .. � -. •!v:w t. .,.,-r„ ,art _t -. r w. .d .r.• t 4 :,.. . . o ,. _ � . 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SHEF_I5 FOR HVAC k LIGHTING RESPECTIVELY � DOWI�I.TOFt� _- SEE ELECTRICAL f•--�'"`'�. �---- 2 HR RATED WALL TO STRUCTURE ` 1 SEE: DETAIL 1/A1.1 .'"i!M `------ `7, NOT USEU `� 7�A2.8 - J � \8.. `LIQWJ_ T AT -STROOM T R 1 SOUND ATTENUATION BATT g. PENDENT LIGHT OtiA TO i30T 0. FIXTU�_ N / /f 10. RECESSED ELECTRICAL F'R(31�E�1f 3Gf+CEA10 i!" f,'%i/f.;';.:• INSULATION O 32" FIT-HER SIDE 2'Xi SUSPENDED •>CUUSTICAL CEILING TILE (117 CENTER !INE OF WALL c SAT-1 � t� / trz cv F CX e' a 3 ff �otUM-1151 A- 2'X2 SUF^ENDED ACOUSTICAL CEILING TILE 98 `� o- _ SAT--2 GE (EMEN war 4650 S.W. Macodom Avenues Suite 220 ,s. Por'cland, Oregon 97201 Ptlone: (503)2.99-fi0{� FAX: (503)299-6703 A4.2 M \ \" E254'-Ow 7'-8"--- 30'-4" -- ' ---- 1 - _ , 27*-60 t — " 30— N V 4S.'TK�UC/T�UR�P,i..y�E�N�yGI[��N'p�E�E'��i�pP!p�G[pY F. i O -- Ave. � � ! � _ 111 SW Fifth _. 12 i — -- - -- su;te, 2500 I CE 34 FI E 2 2 _ _ _ - i Oregon 9720 Portland, 9 o Fax`Pho}e(503)2L717g'3051 to N - itSC F I _ ---- ---- - - - - 42 SE i�cad MA5w ukie, Oregon 9722? -- - 1 36 —� 3 6Gi9--6394 � 207 Fhone. (50 659--907.3 frax: (503) LANDSCAPE W momoms li, 800 NW 6th AVE, A. .. . 2 __ .,. t ,� _ - / ,' - in Suite 327 I I - -', r Portland, OR9"720q // - •. 1 I 5 Phone: (503) 22.2-5612 �-�- Fax: (503) 222-2283 ' T �- �, , �,_ .__._ 3 yt c Project _ M NMEN'SC 1' STAIR - E 'S ' ,, ' _ .- -.:_ , ,, 106 105 i � I a F• / — ' �.�p�p V ( / 1 9 C EE1 I I A .2 +CdA 4 'tZ LOBBY - - 103 F � PAW STAIR I % �-•�r---� .i, :f �' .,,. ,� TIBULE _ A. .F. ,, . � OR 11 , I r ' _I �r 104 '-0"� ! _ - { ,. � ,, � _ - _-- - � - - / T r e' I -- - ID F.F. 1 5 I 2 �y � 1 Q ,' j ''' - --- -- _. A.F_F. _ E . _ � I --1-- 'i'_" -rl ..0 %� i' :�: ✓ - - - - �l �. F,, ���`t , Jllll 1 x A.F.F. _ — _ - - - 4 _ _ -- \ CROUP MACKFF'.nF B'- J r 10'-O" A.F,F. - i 1' ■ y .(' � 41.1, R!C#il'S .0 ecs -I-- 8 i/:r�i% 'w✓ 11' p A.F.F. j A r I < THESE DRIwi,ft" ARE THE 'O'F•1':VY OF A.F.F 4,F,F. I -- Cdi000 MA:.I!EM IL �.NO ?f,E "�vl til : . I -� -- — to USED V ir�c:. IN NY '�, :HER, p v5-11-TEN f 1� � _ N REVISION I 1 P � s � �x, - - •;,r".� ,�' I -1 - - I F7r'VI^a:f.A' (:fit R'.}i� T , _ Y . IIII - _ r YP - 0 ». 8,r8w . w SHEET TiTLE• 1 '-6wT� — J.�r ` `�5 rl ',i'', y • I F.F. F.� TYM' 00 R A _p"TYP A — --"" �EFLECTED p• _ I - �'v A.F.F. j!` r t CEILING 2 PLAN ��� t t RA38 1 A4.1 A4.2 V As.1 DKIN: fr ' DRAWN BYEMDk a CHECKED BY:PPA SHEET r A6 1 ^ r OF r FIRST RLCCR CEILING PLAN , 1011 NO r ..moi t4 1 re a is - r t: ,. 293041 TI--2973` " Y C)N �� JUNE 1 � I i . IT CONSTR CTi . . aT.I. PERM f U T' �z �''\y T , ,a R _.._ x• I_s,!:I ',N 68' • ll j : a4 �t 7, 1�:�'7 i': :v'f� 9,i t JUN O i � - N•�"M"' n rnt•s clrn thn t the r , iii r•.r. if this Pp i111C1 lmed ..•, ,. •,, notice t'rl' ..:. ' •cif-i fY. dpcumcnt, the document is of ntstrZillitl yustlity. 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ALL ELECTRIC4L LIGHTING & DIFFUSER LAYOUTS HAVE BEEN 3, SOFFIT t , r ^� 1 1;9 RATED WALL - 'TO STRUCTUkE PROVIDED FOR REFERENCE - COORDINATE W/ ELECTRICAL DWGS. 4. EXPOSE STRUCTURE SEk DbAIL AIL _/_ GH -LECTRICAL 2 HR RATED HALL TO STRUCTURE L --- -� GYP HD CEILING C. REFER TO MECH & ELEC. SHEETS FOP HVAC h LIGHTING RESPECTIVELY / 8. NOT SED SEE DETAIL _/_ `--)tLLtdh 'I''AT Rr TRQOM TVP, ;�/ SOUND A`TENUATIAN A, PENDENT LIGHT BATT #( f 1, 9. RECESSED ELECTF'ICAL PROJECTION SCREEN r� 2'X4' SUSPENDED ACOUSTICAI CEILING TILE f:l/!/ '///; INSULATI '4 O 3t" EITHER SIDE E g OF CENTER, LINE Or WALL c 25 0 O w = o -- 2'X2' SUSPENDED ACCUST!CAI, CEILING TILEy G� cnU U d /EDLEN w opmeff. 4650 S.W. Macadam Aw:m:e Suite, 220 Portland, Oregon 97201 Phon{d (503)299-6000 FAX: (503)299-6703 / E ' ` G t� J K TIA 254 1 , -G —/-Or21'.�Sw27'-6" 25' 0" It __-__—_ - ----�________— - --- --- - ice__- ! 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STAIR C _ 1Fr ~ 1 .� TYP ; EV _ " I I I I ; GIJ rE j' � I- - - - - I d a Project s. L Y _ / Eo3S Boa T - r M F ' i , CORPOMTE - - — - -- f i 1 _ .�.;- IPAW - IS1A A.F.F. JA A r_ - I ! I BULEMn 4 I- 2 4 ► ► i L - -- _ - - - � p � tom' •� O ____�_ H � i •� � 1, � 1 f ,,•+ � I . f 1 , - / ICE I - - - 44- - - oil I f ZT IEE 8 8 8 - - I GROUP MACKENZiE 1998 1 0 N I ,'; '{ i ON I -1 1 l t r T FIL- ' ( I I A N I ALL RIGHTS RESERVED - 24 - I - -- -- THESE DRAWINGS ARE THE PROPERTY OF I ° ° ' j s I GROUP MACKEN71E AND ARE NOT TO BE 10 I. , " .: y - - ` 0 - -1 - - 10 USED E WITHOUT RP IUD REPRODUCED N ANY PERMISSION MANNER. I I I ( I TLE 5 10�B I I_ I I- -- -z _ _ -_ _ 1-- - - -- - - - R E to , - --_I S OtvS• F. FFI c ` - _ - - ..._._ . RF Ji ' - — 2 8 I ::1 ,ANO IRON DTE - II r. __ 1 v _ - - - - - - - - r F 0 d I ° ° �:.il 6L1 9898 �+ r _ — r 2' - - - - --- sa 0 EQ. EQ. 0 r o - ` -_I 1 ry � T YP F Y A.F.F. �r3, -M��,--._-_- ___ -�_ SHEET TITLE:R _E0. EQ' - ' SECOND Eq A.F.F. 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SUSPENDED ACOUSTICAL CEILING TILE SYSTEM 2 ¢ �' . ,. , t, 2. 9JSPENDED GYP BD CEILING rr rt e •a d `_rk: *V .. ap 1 HR RATED WALL - TO STRUCTURE B. ALL. ELF_CTRICAL LIGHTING h DIFFUSER L.AYOU i S NAVE BEEN3. SOFFIT fJ, PROVIDED FOR REFERENCE - COORDiN-NTE IN/ ELECTRICAL DWGS. 4. EXT-')SLED STRUCIURE •.:� SEE DETAIL 1/A1,1 --- 2 HR RATED WALL TO STRUCTURE. (' GYP Bu CElONG ' ' EE ELECTRICAL SEE DETAIL 1/A1,1 SIM l C. REFER TO MIEC,H & ELEC. SHEETS FOR HVAC k LIGHTING RESPECTIVELY =0. NSED + ' �T AT RESTROOM IYP. SEE DTL 71A2.8 (xQj SOUND ATTENUATION BATT L3. PENDENT LIGH T 2'X4' SUSPENDED ACOUSTICAL CEILING TILE ���r ! '�.- INSULATION O 32" EITHER SIDE OF CENTER LINE OF WALL �D _ LCC_IIII �' a. � N arti fits - 2'X2' SUSPENDED ,ACOUSTICAL CEILING TILE m _p 0 iv y r w 41 +a , 1 4650 S.W. Maeodom Avenue Suite 220 Portland, Oregon 9729 :;3 Phone: (503)299--6000 FAX: (503)299-'6703 \M 254'-0" _ 1 - 30'-4" 25-0 27'-60 22-s _ - 40-0 __._ -_ _ -_ _ _._ 22_'.-6_ _ 27'-6- 25'-0* 30'-4* 1 - - i Z I T ( , 3 ~` _ — AI I _ _ _. I i ----------- � I I - - _ 44 F71 - cA0 I i ,i C IC CE, 0 Fl ` % FF , OF IC 0 I - `3 $ 34 4 c��n.)RA ENGINEERING _ _ --_-- -- -_ _- _3 _3 .Z. � 9_ .__ _ __ 3]i _ �.. ,. _ _ - _ I-_ _ � L _ _ _... E 3 ' _ _ _ s 4 I 111 SW Flfth Ave. quite 2500 I kF1 LL HALL 1 - �- o P� dona 7(503}22 3251 - - - - } -3 F -�-- - - - - - - - -�- - -� - - - I Fax: (503)2; '-7980 to j - __ __i---J__ _ — - M _ _ _ _.._ _ - -- -- _ - __-- -—. - -- -- 9�_ Q-_ .._ _ .. .-- -- _ _. _ -- _ _ _ _.____ _ __ .-_-- _ -_ _ _ - MECH(ELECTRICAL ENGIhEFF�{t;i 31 I I I .F F. I - - -- - - I- 34C J - IN RFACE W, FI T , pF C p -; ENTR 6542 SE Lake Road , - -�- _._..I O Fl E _ F E �F IC �_ - - - - -- 1 . _ 3 ,- 37 - --- 33 1 - _�- M.twaukie, Oregon 97227 Phone: (503) 659--639,1 Fax. G ..9 ._L- -_�-_ 1 3) 659 90 , - -- - _ - - - - - - - - LANDSCAPE r :� -- ---- 'r i . 1 r, I P N �E 31 ' I r rj I -� COPY T4 4I 4 1 800 NW 6th AVE. NOWS I - .__ �r ,r - - L- I •56 I �_ I Suite 327 ILL L � F. - / _�-_ i �.' I..-. �._ I. Portland, OR 97209 % 32 `� 8 a — '� C. I ;� ./i%r.' I' Phone: (503) 222-5611: - - -- - - __-._-_ __ "' ✓ 'j J$IS // 54 - it t -_ -- _.._.. n ?2$3Fax: (503) 222 30 STAIR STAIR �#2Projt3y 00 TRIANGLEMEN 3 C �rn TE 304 303 6 I - 6 ��, -iI - - -I - -- _-- A f }_ _ - _� l - N - I -- - — - PARK I I 32 3 8 `I t j AII. I L. ,T16UL 3 I ' Bl1H.U1�ICi - - - 35 _ Y02 9 �/ _T — 0 4 _ _ - — ` 30 F. I E o) IAr t I � � �w'0 _•!' fir' '! ILEI J GR R '. l - - - - - I - - - - - - I I I - -- j— I - - --_5n( k I U ADL'RIGHTS ERE SER}VED FF I I I THESE DRAWINGS ARE THE PROPERTY OF I , GROUP MACKENZIE AND ARE NOT TO BE ( I I T USED OR REPRODUCED IN ANY MANNER, -"' I WITHOUT PRIOR WRITTEN PERMISSION CA C I 0 - - - - I - - - - - - - I l - -- - --L REVISIONS: O - I ' REVISION EDEtION CLOSING 1 qP, 1 5 i y. ---.__—��- - _. — 1 r_ r 2 l _ —y:._'•'-�_—_._�_-� ---- - _ �'---�—t____.. --��-'9�--- _ -_ --------- __-'—fir— __— __�-- A.F.F. F'I E I ON C tW g' 0 F - f i g Typ. 3 1 31 3 Q 0 tl 1 _ SHEET . - 3 T17U: i{ THIRD FLOOR j REFLECTED CEILING P LA N ' I RA44 A6.3 6/26%08 A DATE: DRAWN BY: � , CHECKED BY: -�j4 ` SHEET Owl �� FLOOR �t:6LiiV�i PLAN 6 . 3 � 1 %P'�_1, �.. .;' roc► . /* wwH D 4 13 16 :32 OF JOB No' 298041 13221 SW hA"'hnrkwny fit 1P'7R-0191pi=nk Pn a 2a1 of 57 A'� 1+'"1 ! 1P I R^` - +�r r%e � '��' � Ni�"�'1.'°���n A �1�"""�'a. 11 7�11"' A/� +/�1/'�/'1 Ti-2973%A B " a,�,"t'g!1F }Pk�",�,h,AT'ri 15�'R,M'i'.a r�� "rr•i+r ,� r Wt liF fills notice appeal '9 CLeal'PI' thtltl II1P ��� L . un►el►t, the document is of mtu�inal quality. fill l'1'tI�I�i11Ct� ..; `c x : I ;; � ���rx# � ��� ' r r� 'i�{ 11.t�>It�ili ►lllllifi;�ll I IIIII,���(Tj! l ! � I�; I '1 f II�i�Illj.li�i! i i I i i 1 �� _ �_ ° f INCA MAD[IN CH WA _' '. •��� ax ',�I �''r'Y 1�.; T— cw ! - �r,11.,k1111n�IilInI111{Filnl�l11) Y ( ' - S h l• 5.. r-1� , d'.t,A tt L s,k , ,. ':lit{" "' Y a",, 1, '{:� '� i► f��,�_ 4a�:�}9 # :,r, .. ... .. -. . -. .. .. _... -. t, , , 4, I- ;::. ., I , r ,r I !` ! �y� ;! k t-. r a r. 1 t 119,1 1P41"�` ,v;r,.• v i r. t1: 3.,,1 r:.,; f i ?�,. � ,. 't i a.:r ,v. •OM1 1' v. •m'''-',. r: -�1 [ I fy.. � ,�i� • ,1 �g �� �'. 1 I I I i' �r < c 6:44 , f ` 1 5. ►QJ LE�^aEIeJD GENERAL. VOTER . , .. ... ___._.__•.___ - EX OSFD STRUCTURE A, ALL SUSPENDED ACOUSTIC CLNG TILE CO 6E O 9 A.F.F UNO ED (FYI BD CF(L1NG IN SYSTEM SUSPEND [ "- 7 HR RATED WAIL P SUSPENDED ! 1 ACOUSTICAL CEILING 111' Jill 11.1111111-11611., J 2 a S. _ LIGHTING k DIFFUSER LAYOUTS HAVE BEEN IT 1 HR RATEC) WALL - rO STRUCTURE: PROVIDED FOR REFERENCE - COORDIN.ATI / ELECTRICAL GWGS. POSEL' TUR -. . . , . UCS_ ELECTRICAL ALL ELECTRICAL l IGHT 3 0 ` 4 EX STRUCTURE r 5. —=-� DETAIL R RATED WALL TO STRUCTURE: - GYP BD CEILING C. ECH do ELEG'. SHEETS FOR HVAC & LIGHTING RESPECTIVELY 6. NOT USED S LE 7 LIGHT SOFFIT AT RESTROOM TYP. SEE DTL 7,/A2.8 SEE 2 NR � REFER TO M a.� +r tg# c:N� aw a rx,�t:-;.a+ ass': F xf[ +t. �t tie: rq cel 3r: ¢d+ las atupyc aac_h�ioreratt'rr �F t, i �: SEE DETAIL 1/A1.1 SIM - , 8. PENDENT L1GH r SOUND ATTtNUA a ION BATT * ' � INSULATION A 72" EITHER SIDE ` 2'X4' SUSPENDED ACOUSTICAL CEILING TILE OF CENTER LINE OF WALL tr ul 0 w q sr 2'X2' SUSPENDED ACOUSTICAL CEILING TILE UI 41 "'0 GC ry . LO t> �nr= 0 EC?L"k:�1 . AW 4650 S.W. Macadam .lveml:e SJite 220 Portland, Oregon 97101 Phone: (503)299•-•6400 FAX: (503)2�9--6703 y'. IF / p > E C\/ G \H K L M A B C 254'-0" 226 40#-0*____----___-------_-- _.. — �'-g" ---- 2T-6" 25'--0" 30'-4" i • 30'-4" 25 '_0" 27-8— --- -- - --- -- - _ ----- 0 A.F.F. 1 3 TYP I .N Q4 \moi -----�=- =-- -•_�".� •rte f . ,: - -_ - - _ _ - _ �- - - .f C N R N - - 1�29 STRUC•tURAL ENGINEERING OF Ic 4 11 _ - - -- - I -_!_.� I .,; C �.C "FIE _ _ - - -- - - 43 - - - - Fifth Ave Suite 250 l500 P - - - - -- orte Oregon 97204 Phone: 503)227--3251 _t F 0 E ! P I - -- Fax: (503)21.7-7980 E to r Of - - ' .0 N ' I I 1 O P7 E I - MECH/TLECTRICAL ENGINEERING 3 _ + 10" _ - _. - -- -- - - _ ------ - - - - - I 3 65AC a Rood - -- k _ -- F• - Mllwaukie, Oregon 97222 19 - - -.�( - - _ ( 0 ) 659 9029 — - -- - - - - - - r, � r - ... ._ •! .-- --- -- - - ' - •>.,>rr ' .�/ _;)'. ;'. !" f 1 � F P94 oxns 5(303 - I I 7 \ 659 6' 1 I ItILL _ - LANDSCAPE lVMUm 800 NW 6th AVE. 3 -%Ito 327 - - -- - " , ✓, / nf, j _r , I Ata. 1a �' 147 „ r. - - - - --'- - J Portland, OR 97209 I I�--t-• ", �.' _ 'l' - - - --. --} hone: (503) 222-561 t__ I Fax: (503) 222-2283 P 2 � � E. 11 LHY w i j T i Tis i t I STAIR I :f o Project _ STAIR 4 1 t 400 1 - I t �� ;; "RAWILE - _ I 4 I 3 CrA+'E C ` j WOMEN'S MEN'S I - / / -- - - -- - - -- -- PAW 3 17 ! I 404 _ _ - of 4 9 ! 'i I I / _ - -- _ - - - -. . ------ - 4/ I 42 , ! �• r T'YP r r, � .,a A.F.Q. + I_••-�- �_ �{ . 0 w 0 H F. I -- — - -VN Cl- _.._ — — C3l • XIM1L E O GRD 0 C - -- GROUP MACI<ENZ!_ 1998 ALL RIGHT°.; RESERVED 1 N SE NGS ARE E PROPERTY CT E - - - - -� - - - - - - - - - - -- t 1 I TUSED OR R4EPRODUCEDnIN ANY MANNER, GRWITHODUT PRIOR WRI�TTENRPERMIS SON E NOT TO t : T _ _ - �PESI REVISIONS: _ -- - ' - 'TION EDMON I P MOSING DATE -- - -- 4 -- - - 4F{k1F } - 5 -� 44 - IVIG 44_ _. .._ - -� v _ - - - �- - -- - + 9 OF Ci a I C A r, F. -- -- - - -I - - N fl C - - SHEET T11l1E I FOURTH FLOOR REFLECTED CEILING PLAN DATE: " DRAWN BY: DSC `v(', PPA CHECKED BY:PPA r x 1. t I SHEEP , r.'4• '.+:,. I :�,'?i.r, ., '' :+ Y,• .. :..e ,, .. L 1._.'�zii.» •'� -1 It r i M��•1' ,:'�1- �I,., �t �r N r.,, m a a t � ..,+» �:w , "y# �,A �.,_,_.rl. ,_•� ,:.4. . •r- ,, �ar:raaItax ..r y,.,t_. v ,y, ,..y -.. , ..;..,,r, _- ,,; ..,.•rig . • :a: t`-. I,n^n!x :y.J .y..;- !1 u)�'r.�N% x <5 Nrn .. ,' i1 s_ „'°+' +�` i +P _ a4y,..l,1,•;, r :> �.�> .,'+'l,s.�•vkj. ' �T'}"' i ^'.i;y , �° ''w ct�. - r ,:� t..":, 5�; Iw! i l' .',y'.! � •i�::l+� '.'fr 4,1;��"�y''."�'�.,�F;:'Ui; ;8�. .,-,.`i" •:,�ii!� 6SM,„n,A'..�.,, w� f.'.: �. - :r,�., v fd#,,:. 'sy z'tr,.;4 � ;�! 7 ='�,:,i`. �& r� .., i F7�, .p..,p '9w�•''".-�a .il ,taRS r,.a k '' Ivr.' 3,'.:,^, R' } 4 } �, iS :•.a:, ':; .,. A FOURTH FLOOR CEILING PLAN I OFPODAEM r `I t • NOR'il+ „ o a 8 18 32 ,'09 N0. li 2.98041 i ..nTi --2973b3 REVISED T.I. PERMIT / CONSTRUCT1OiN SET: JUNE 26, 1998 I q I r,:e .'� ...:, . . , .,. . ,,., .,, .. ., .._ as r�^mrk mmw'wnu�: .. .., ;;a:,.. :_,.:.,..,•• _:.-. , age 30 of .5 7 If thi, notice nppel+rs clea�.r than Ile JUN 0220 a - Umcnt, the dnruntcut is of mar{;inal quality. ;i ���ihiill !III'llll►e'ilil I I I(I� 1 f 1 111 !1! 11 11�1ed I : II I I i� ' I'li f t�IIi ;�IIII111I111 I;II'! :. . _. SII t I.I :•; t: INeCn H MDL IM TCNN:A IIIe. l I 4 _ ? Il1 _ "'"' '!I'II 1111604'J17 —IIIIIIIiIqI I,IIIUI ISI11! 11 �.I• f is at 3 r: Lft , „ : ' ' iiYlihil► I r! c ` 1. t M 1p 1 yn L iY !r I ! - i .. ;... . "_ � � Y ti Au� 4 - �1 i �r �ttr - � t,�' � .�'• a ,1,a yyF.1 I �M 1 fF 1 vl , w v 1 1 . ..: .-, —. ,y. .. ...:.... .. .. . ...:.., .•�: 011. N WNW ' LEGEND �_ �..___ GENERAL NCJT�� ------- ._- K��'NC�T�� __..�_.�.__ 0 � � EXPOSED STRUCTURE A. ALL SUSPENDED ACOUSTIC CLNG TILE TO 8E O 9'-0 1/2" A.F UNO 1. SUSPENDED ACOUSTICAL CEILING TILE SYSTEM � � SPACE. AND 3. SOFFIT 1 HR RATED WALL 2. SUSPENDED GYP BD CEILING B. INSTAL;_ CEILING GRID ONLY !N TENANT .PACE. PROVIDE �-= _-� 1 HR RAT WALL - TO STRUCTURE STACK 2'X4' TILES NEATLY IN SPACE APPROX 30'-0" OC 4. EXPOSED STRUCTURE SEE DETAIL 1/At.i 5. DOWNUGHTS - SEE ELECtRlCAL. - 2 GYP 8D CEILING 6. NOT USED HR RATED WALL TO STRUCTURE ' SEE DETAIL '1,/A1.1 SIM �,---•------ 7. LIGHT SOFFIT AT RESTROOM TYP. SEE DTI. 5,/A5..3 8. PENDENT LIGHT 9. ALIGN GRID 2'X4' SUSPENDED ACOUS 1,CAL Ci_'ILING TILE x 0 - a w r7 V 0 �� c1c 4850 S.W. Macadam Avenoc 'Suite 220 Portland, Oregon 97201 Phone: (503)299-8000 FAX: (505)299-6703 <E� IF G � ' K1 Li M B A/ — -- — -- ---- ,r 1!_ 30'-4" —_ - - ----- 25'-0' 22'-6' I TYP 3 ' ' 1 9/ _- I — . - - - - — - --- - - - - - - _ _ -- -- - - -- -- __ _ - _ —-- $ I i _ _ - --- - - - - _ _ _ - -� - - - - - - I STRUCTURAL NEE RING Ave - -- --- ---- __ -- - -- -- Portland, 97204 I _ _ � - 111 sw . suit• 2500 d Oregon - - - Fax:n (503)2 27 - - - CN i _ M 'HALECTWICAL E?40NE Ri -- fl �I N1R3�A ( 'w. - - - -- 1 ! , I I - _ _ - - - -- 8542 SE i_asee R oad Fa - � klilwaukie. Oregon 9722.2 - - - - - -t ' Phone: (503) 659-6394 /> Fax: (503) 659--9029 _ I i _ _ 4 — _ - - - - - - - --- �_ LANDSCAPE - - - - GIFEENWOM - `` 6th AVE 800 N W 6 .. _- - i - i in Suite 327 1 - _ - --__—. _. Portinnd, OR 97209 I Phone. (503) 22-22832 TT- ! - - --- - - - , I Fax ('503) 2 _ STAM - - - STAIR T I I Lr I I * o Probst I j i I / I _ _ I 1 TFMWa'E I 9'_0" /AAF. I - - - - - 01 CITE PAW I I - -- TYP �" . _ _ _ _ AF. - - -- - - - — �— - ` I GROUP MACKENZIE 1998 ALL RIGHTS RESERVED �— - 1110 GROUP MACKENZIE AND ARE NOT TO LTL 10 U:ED OR RSE EPRODUCED IN ANY MANNER, NAT OUT PRIOR WRITTEN FERMIS-WNL REVIFIONS: EDIT1i�N CLOSING-• � CLflSiNO DATE _ - I TYP A.F.F. -, -� - -- -- - ', SHEET TI1L.E: — - - - - - - I - ;: - FIFTH FLOOR REFLECTED CEILING PLAN DATE: DRAWN BY: D/CMV CHECKED BY: PA SHEET AS5 FIFTH FLOOR CEILING PLAN_-._. • OF- - 4 8 16 32 JOR NO 298041 TI-297353 < 7�II 15w G>t'" par WAY " REVISED T.I. PER / CONSTRUCTION SST- JUNE , `, �iBiM1'�xra+wwu ^r, I;I IP 98-01'a l �. page 31 of 57OO t u..,' ra ',, - ,,, :� ' ', •.'.,., ,.. wr , � u �,: -, i If thttis notice "llpears clrara•r Than the JUN 0 2 urrY.. Vit, ,''.. 9.,' , �.,.: !. 1 y. '•, "� ddcument. the docruarenl is of mar�in,l! 1 u:alil mlerclfllmed ,�.} ¢ � 11,,4 r; v , � !�Y a va'�16rsuy��,r°t�a5 if, i ,, 1M' IIIIj►1,1111 III!I!IIl11,1 ! 1�.lIIIII�II�(1+ I IIi ! 11 � � 1I I - i r r• w INGI MAO[IM CMaNA � � ,i a,,,� , , r 'ii, '-,,; .. "" ! _.___ � I, !tallllliiiiilti IC��JII'!'!';! IIII!�'�IIIIIR ll;Il11It!!!;II!IIIIIli11!�1t1IIl;'I'I �,,; I,; nulls InI; I I i' I!In In �I_nI,IILI�i,IIn nllll111�1I;llIIII,;,I, n!Ilnlll I I r ! : ,i , w 1 . 4 7 a r ;v n r r1 , r p w - uift T � 5 S 5 Jr r ir. t t` . r , e �y b o, QI """RIMINI WON i,71 ff a L I7. 1d" s r 1 10.� ' ' 1 '' HALL Ii _ I I ; f TAIR �`� �� 2 �v 4 , - 20R O e 75" o �p�' I \ FQ U, OL ------------- --- -_v 5 5 raC A7,1 \� /�; tR3 6 - ca 1: E z TYP6,-6, 6'-6- STAIR -6"STAIR 2'-6" �- 13'--0" a 1 --_.� - - , I I 6 LOBBY DOORSED E TO ALIGN & CORRIDOR 4650 S.W. Macadam Avenue ! W�FACE OF Suite 220 - _ LA ALL BELOW Portland, Oregon 97201 I DOWN w - a _ 4 Phone: (503)299-'-6000 Q - i A5,1 FA X: (503)299-670 KEYNOTES HANDRAIL, METAL i 1 I I - ----- _ - --- - o T`113 .. .� i`�/ eta Ile — --- -- - _ c� I 2. 6» „ MAPLE 7FINISH 1/2 0 STANDARD PIPE 9 i t 4. GL'•SS PANEL IN STEEL FRAME r I •F'­ -----------I -- - _ _____ ---- - 5. CURVED GLASS PANEL, TYP OF (3) �..� STAIR (}'-*"'�G6. BASEMENT WALL BELOW I) _----GUARDRAIL ABOVE 1 ` �_�------ _--____ _ I Q it4----- {! CL ARi CLARITY FOR w ----_-_-_-_ --__-.---_ 7. WALL ABOVE AT GROUND FLOOR o �OBY 8. NOT USED - --___ 1 I ---- ---- 9. HANDRAIL, MTL (TYP FOR EY.IT STAIRS) 3 I I : 't°Gti 1 ` I I o 1 `oaf - -- -�_ A1.1 STRt1CTi1RAL "GINEERING , ----------- ------ g ! I I •, s„ ' c'. I I �- ------•----� ----- -- ' I ------------ ---------------CIE- GENERAL NOTES11W Fifth Ave. Suite 2500 A. ALL HANDRAIL WELD- TO -E GROUND SMOOTH 1 v _ a r Portland, Oregon 9�'2g4 o 0 : UP 1 _--------------------- IN _----__ --__ ---- 1 w Phone- (583)'227 -a2 - -- I I 1 101 - . - , 8 R O 8.55" Fax: (503)221-798C' - ----- - --- I i -- ------- -- --- - -- ( - -- 1 MECH/EI.FCTRiCAL ENGNEERIN a INI FAM MPEOVA W1. 6542 SE lake Road - ---- --T Milwaukie, Oregon 97222 • -- � A, I ! I ----_� I `` ` �� Phone: (503) 659--6394 - - - - - ---- --- - _ --_ - 9Q29 t1 ---=-------- - ----- - -- -- - T \ -- -_ Fax. Q ) 6513 — ot I I ------------- U) I o � 0 3 I o 1 f in ---------- �- --_ I - - - --- - - -- -- I o �} I , - ---- - -� o �� }` 1 LANDSCAPE ------------ - --------'---- __ I - ' , Now '} 800 NW 6th AVE_ 7 1 TYF}t Suite 327 J I I I it m Portland, OR 97209 6 } s " w '-0" a } a _ — ' '-9 2 , Phone: (503) 222- 812 �. _ - -- _`"`_.; ' z- ----•-------•---•- -- _ .—_ � I I � }, ,i � � ,1 i i 'J Fax: (503) 222--2283 -- UPF ' 4 r ! 17 R O 6.55" I ��IF�L , I i i 1 D g _ L_ SEE 3/A1 FOR , , 4R 6.75"` n m 0 I I LOBBY SR AT ' s --- --- I Project GROUND OR i i i ._� a- __-�� 1 R9 3„ i i is 3 a - - --- I -a, �GAPIGL.E I s UP in I 1,—p,' w PARK 1 I I 1 : '�/ M/�-!`_•J`: - 1 1 - - - I C-, .31`.,+52AL ti 1 OF B 7 -- A7,2 A7.2 A7,1 GROUP MACKENZIE 1998 Q ALL RIGHTS RESERVED _ THESE DRAWINGS ARE THE PROPERTY Of r '�j �A �" STAIR FLAN C)E1 AIL AT Gr�OL1N0 ELOOR� 3 STAIR PLAN DETAIL AT SECOND FLOOR GROUP MACKENZIE AND ARE NOT {, BE 1 STAIR PLAN DE HAIL AT BASEMENT — C2 R —._-. ,— _ - _— - ---.- — r t15ED OR REPRODUCED IN ANY MANNER, WITIiOUT PRIOR WRIT',1 N PERMi��' ,. 47.1 1/2"=1'-0" REwsloNs: r - '' i � 3 3/4" ____ p REmst'oN EU mN 5TEF'LBRUSHED IL STAINLESS ClOSinl:^ DATE ANDRA 2Y"0 HALE- ROUND MAPLE- tA�O -_.TW - LlD WITH CLEAR FINISH 1 6/26 98 ,a _ 1�"0 EXTRA STRONG PIPE— 0 BRUSHED ^, _-- { � STAINLESS STEEL HANDRAIL "'-•--.._ __ -- '"0 ST STEEL POST I: " •... I r- » /8" W(1 FILLER PIECE —;- - -.-_ i 1j� tb BRUSHED 1 1/2 ---2 x FLAT 3AR 1 1/2�_ fAINLESS STEEL �I I - - -- 1 1/2" --5/8" GYP BD OR W000 ( /- --- 3"¢ ST STEEL BASE PLATE " GLASS J ililil I I 1 ----- I r A/A 7.1 FOR HANDRAIL HANDRAIL ----h CLEAR TEMP GLASS _ 1 // , - PANELLING, AS OCCURS SES �._/�- �✓^ Q I SEE 4/A7.1 CONSTRUCTION AIL ; I -- CONSTRUCTION / � -2x MAPLE TRIM CAP W w SHEET TITI..E: d II ! iv I I STAIR �` -2�"xJd" FLAT BAR ,a, -2x MAPLE 7�.sM CAP W ��• CLEAR FINISH, W/ }g"x d i .! 4 CLEAR FINISH, W/ A x�" STOREFRON i GLAZING REOQUIRED NT .� SHIM A RCONT EQUIRED EAI.. SHHfM AS I -2x MAPLE' TRIM CAP w » SYSTEM /, PLANS, I _ _ CLEAR FINISH, W/ x, O DETAILS + N : '�- CONT REVEAL EA SIDE. -2X CONT WD BLOCKING A5 REQ D t-, MA LE TRIM -- 2x MAPLE TRIM CAP W W CLEAR FINISH ��., 1 2.., * CLEAR FINISH, W/ "x�" 7 1 2____ ( I .� / - MAPLE TRIM SHIM AS REQUIRED. RECESS / CUNT REVEAL. EA SIDE. I I W/ CLEAR FIN;SN 1 ESCUTCHEON PLATE AT PIPE. �- CLEAR DIM TO FACE OF A I SECTION SHIM AS REQUIRED. RECESS ESCUTCHEON PLATE AT PIPE. ---PLYWOOD BACKING--------,, - -�- V - . 1 _ I I P NE JNG ++ FINISH FLOOR MATERIAL: to FINISH FLOOR MATERIAL `o I I : -�iTA1R FINISH MATERIAL is -2x WD TDF' PLATE, CONT �+" � TAIP. FINISH MATERIAL - _al I I ; 2 1/2" MTL STUDS­­ - t "+• BLOCKING A� REQUIRED " ! —3" MTL STUDS �" I I 6 16' OC, FURR i I '_..- -TS STRINGER OUT AS REQ'D ° `-- -- 7 I �- ----- :- a 1/4 PLYWOOD BACY.INC�--'-_ _ {� ~ 1/4 I I _ - • "s+. I __--TS BX4X CURVED), I I -__ _ - -'-MTL TREAD pAFI, -_ _ _ }( � CONC FILLED 7/8" L"rt FURRING CHANNELS TL TREAD PAN, ----3 5/8" MTL STUD SEE STRUC -- CONC FILLED BATE: I I - ` '�-._ » GYP B[) SPANDREL GLAZING -�_ _ / I I - ---STEEL STRINGER - - - - —STEEL STRINGER DRAWN BY: ,� 3 DBA X #3 DBA X 1'--6"-----' - - _ gD I I fi/'8" GYP RD OR WOOD s � l/ -'�...-- "�- _ PANELLING, AS OCCURS 5/8" GYP (3U------_--_-�.._._..,_ ---L- 3" MTL DECK W/ 2}¢" CLING,-- SEE STRUCT 2 » CONC,- ���/8. GYP BD OR WOOD I I , . __- _- >TRUCT `� _ PANELLING, AS OCCURS I I ' I I 3 5/8" to i t. STUDS O 16" UC ALUMINUM Sill_ FiY ---EtATT INSUL CHECKED BY: SEE .. -+3/8" GYP BD ,. -. STUDS - ... " » " -•• -3 5/8" MTL STUDS . ---WALL PER PLANS S10REFRONT MFR \ _�� 1/�" MTI_ t ``"1 SHEET-.� MTL CLOSURE, SEE STRUCT- -� -g//B" GYP BD OP, WOOD MTL- CLOSURE, SEE STRUCI-- -- I _� -3 5/8 MTI_ 5TL1D`� O 16 OC I I I _ PANELLING, AS OCCURS WALL PER --; ---5/8 GYP BD ---- ST�EL BEAM, rr'_ STRUCT-- '� PLANS _ '1 -- I - O 16 0(; A' �• .—� '• 6/26/98 ' - _ - �` 6 _ CTION AT S�'AIR V01A1._L -- <;ONC FLOOR SLAB » SEC�.TION A't" CUR © I�t_OO�i ED t ______l____ �` --- 5/8 MTL STUD 1/2"-1'--0' f *DIMENSION TO TREAD NOSINGA 71 DIMENSION TG TREAD NOSING O e - � - - --- ** RETURN PANELLING STOREFRONT MULLION iRlM CAP PROFILE TO FACE' OF I 5/8" MTL_ STUDS O 16" OC 7 ,CL L OF SECTION AT SPANDREL GLASS U3 "0- 29804.1 ;- SECTION AT FL _Er E-_ - A�`1 1— 1 -0 � 1--- REVISED T.I. PERMIT / CONSTR UCTIC�►N SET= JUNE 2 199 TI-29.7 ; 1 111 Ip r)e-0191 '. .,�' wdarga•w,.+u. MiYM.,ru."Y.►"r++MWYMM�' .,y:.,,..,r,.. �'1yq�# „•..,. ,.,-:;x 7 ., "'¢:R'"�prtdA.M,f''v�,la!} 3"�Ri'a,'�,°7', +r+ If This notice ahpesu•s clesu•er than the , ^ t',' I ontcnt, the rlo untcnt is of nuu`uinnl qu slily. 1111C1Otfl ri10d ' ;r t I ' II � ) 01iIIIIal ;IIJ111111�mdI i I I TI�1�, I II { II� �' ` III I � II � �, �L ItdF,° t,, a r •' '�;, _ ii___ .—,I,r -_.—�._.. 17ff l I ,,. • :> 1 r I I ! 1 t 1 ill!!1IL1111�11!111tll!'i'I' {{�C!iilil r ;:�''� ,,' a+' � a::, .,.,. ,, ,' .:-'. • r n I ,,, + I i ll�ll II �! i;N IN .H�INi. n�IIIIi.lli�:IIIiHIUillll,l.l.11lll..t.!I t ( _ r •;; r ` , rv!x ,.lzMF F n-r r ` w x r syy,4 ..aSr nor.'-.-re � :< :, ,tr ,e �J� /t; PP'`'• n .: a ,. }, r' l .., "• .:. fit „ i ,::.::„ .", ,vG :. •.. t„':_- .: ,; : �.,.,, . 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' .. dc -- T[.''� 2 <> IN.,r'e I 14, is r .t : 'c a ,�,r ^:' • e � Rga,P: � rtA.�, a. � : I ,i 4 ,.d:,r .:•. , ,..y,# L .'°s ,:-: ."1,n ..1 it A.. tl� ..,�.^, in,,1 _.. ,. , THIRD f j:gQf .Y -0 ”. b a n, •: •, fi� �#a."r �.� ,'� n �M• I .,; w ,�'. , �#�'4�� * ::Yt � 5 Y �� .aa, r' t� � 1 x x I � u r 4. t ,.i.i. b a .,. �: t,• , r. .... -::,7M'+ � ,. :, .,. „ 1.n: - -! .. f.. •�' M'i'L9iXn,..�'"*+7'i � .,it'�'76 t..iNrrPr # y7 s �., 'M � �..'�.�.R 4 �•c �,�.,.� L� ti. tn• I'. - KEYNOTE , 0. PA 'MTL. SEE DETalLS QN SkE:E•f A7 ILj E A _ " S a` z. AA�tfizA71� I I 3. SUSF ACt OUSTIC CLG ASSEMBLY S 0 m •© a ( (�) F O�- ScE SHEET A5. Ft OR - - PAINT ! WALL FINISH WFO ,/^ c - 4. EXPOSED STRUCTURE -- 8) 5. STEEL BEAM, SEE STRUCT 6. GYP BD, PAINTED SECOND FL-OOR _ 7. WALL PER PLANS 243'--6 �� 8 / 8. WALL BASE, SEE FINISH SCHEDULE { 3 �/. Macadam Avnu� STEE POST A7 1 9. HE:GHT OF S .'FIT TO BE AS AS HIGH AS POSSIi 4650 S. ALIGN Wt MULLION �/ 7• Suite 22U { �.- Portland, Oregon 87201 STOREFRONT MULl 'ON `i fl?REt� )NT f:L.A21NG TYP �--S1pREFRONI MULLION ` Phok�se: (:103)299--G000 FAX: (503)299•-6703 ME';'AI_ HANDRAIL, So ,� IN 7XA7.y -'' A7.1 I __ - - ( 6 N ST STEEL PO!JS { II ;.;:' 106 )� 2 � \ q l I I ITI �_.STpREF2pNT MULLIONS LANDING .•L - EQ cO I 1 232'_ 3• Y W14X22 EQ A7.2 __MAPLE TRIM ( -_-MATCF WIDTH OF CURE I -.-- A7. BEYOND FIRST FLOUR , -- •' o lI II ---------- CAP ��----_-- --_ -__._-------- - -- ✓ -- , _ .� ____-- - CAP ------- AT STA!R WD BASE TRIM -0 0" 4 ---______-� T N _ CURB IFY _,.tet-.-.._.�,,., . ..•_.. __.__ .__ _.--- I' a IM CAP (�4) 00 ` o 1NGA 1 1 BLOCKING AS REQ U o jI•- a \\ o WOO PANELLI I U'to7 STRUCTURAL ENGINEERtNG _—PAINT EXPOSED MTL N j 4 - , � N t r 1 y_I PER PLANS - ``~�a'ka ----WALL LANDING �_�� / 111 SW Fifth Ave. Suite 2500 221'-3 1/4" 97204 Portland. Oregon � 2 1 - - Fiur (503 �t '�c30 Fax:, (503)227-7 -� P N BASEMENI - _ BASEMENT - -- WOAD EASE, { ( t _.-_� -- --- - F TYP OF LOBBY 218'•--0» I I - STEEL BEAM i I I -STAIR TO BASEMENT SEE STRUCT ' � M;.'CH/ELF-CT121CAL ENGINEEriIPJG c r 1 DACE W- STEEL BEAM- I J r°v/ r SEE STRUCT I I __N/ y x542 SE 0 90 Road 7222 MiiwaukFer, I I t Phone: (503) 65'.3-5394 WALL PER PLANS— ---1-56"/8" FURRING 0 1'-- O.C. _ " • • 2 STAIR SECTION Fox. (503) 659-9029 ------5/8 TYPE X GYP. B EGTIC�N AT LANDING SEEMJ72 F'OR TR AD/RISER A7.2 LANDSCAPE 8° FURPING ® 1'--6" O.C. 6th 6800N NW 6th AVE. /Qt7.2 3/4"-1'-0" /�^ Suite 327 t> Portland, OR 97209 Phone: (503) 222--5612 Ti 2)!" HALF ROUND Fox: (503) 222-2283 MAPLE WOOD, W/ CLEAR FIN. �._._� 1 "t8 STANDARD PIPEF -- 1n" 1!o STANDARD °IPE F�ro)ect -� THANME 2j�"a► HALF ROUND _ " q" 4" 1M*0 METAL HANDRAIL, CON 1 MAPLE WOOD, CLEAR FINISH h" TEMP CLEAR yy PAW GAASS 1BLAUDW 8 LANDING SLAB ... .���a:,� .. :v ,;,,,•'- �ai_ t5:sem' " 0` \ <"b STANDARD PIPE, PTD / a M41T 17TYP FP Ta®s ( N °r FEiTe� .mug T71 a t TYa EA. SIDE OF GLASS I -__ _ - -_ [Y VIj C1 1 GASKET AND BOLT -` V l FLAT BAR, PTD. `� I PER FABRICATOR _ -STEEL SUPPORT BY �� 1• _ � 4" 1 '> �I Ulla ME STAIR MFMFR "© �\ �` \� �`x / tn ,�' "W TAF_ I �F HANDRAIL. WITH CLEAR FINISH �. x MAPLE TRIM ~ h• " TABS \\ 2 ,. x4 xui" F8 . GROUP MA(,1(E?!z!f 1498 BEYOND `' �` S .,\ ��� � f/ E.4 SIDE OF GLASS U AU RIGH--S RESERkED r 1" TYP. w —STAIR STRINGER BY STAIR MFR 1 4" --------- ' ` \ GASKET AND BOLT THESE DRAVAN#;S ARE THE PROKRTY Of' f TREAD AND RISER PANS 2"X4"Ili 4" FB TABS y ' GRt,UP MACYENZIE 4NI3 ARE NOT TO ati ' IR STAIR MFR EA. SIDE " GLASS # �i ' � PIR FABRICATOR USED D'l REPRODUCED IN ANY MANNEIN. GASKET AND BOLT i J\ VRTHt7UT PRIOR MIRiTTE?i Pf'4t1A9S'�'QN r: PER FABRICATOR ' � - _ N �TYF n . � REVISIONt+Dl'>i10F t/8 t»NG DATE_ I V IR EDGEV1^e(ION �T R ► L _ -- - y VAl1�3I�1 AT STA -____._-- , ,/,Nr,,-QN _. �____ �• 1 1�1 MIN T RAIL 5 EL..E �_-----------'- -_ __---_".__" , ,/2"g1 -D" STA TR�_A®RISER_ 4 q=�y�TiQN A ______� t 1/�" 1'--0" A7zTYPIGAL _._.1 A72 STAIR �;rRUCTUuE do CONNECTIONS 13Y STAIR MANUFACTURER 1 1/2"=1'-0" a A72 1'_p• ��- -- �- w n SHEET TLTLE: L_ -— to r, w a STD PIPE � '- STAIR GYB 80,Y F` t, Q a ILQ a 0 SECTIONS r _ o°p aye w o� LANDING SLA Za ra ,,' VERIFY W-� Z J In '` 2 112i112" 6 v CLQ 0A AtT'aC I CONT PFn'uETrR ---y 0 x-�` -GUARDRAIL ' STAIR TREAD, TYP ca U'tu�-L)o " STRiNC�R AT SIM Y STIFFENER I'l. CLOSURE; t I VERTICAL CONDITION (LANDING) ^" _ + _ ; --- AT EA E:ND OF STRINGER', GUARDRAIL -�-�-- 1 YP _.70 VERTICAL ' - - S DATE. /< ! ._--- STL STAIR STRINGERS STL_ STAIR STRINGER7x-/x%" BASE P ATF e} 28/98 1 ED MTL - 5TAIR MFR p O -- '. SEE 9b1SK (PA,NT EXPOS BY . z \ / AT STAIR) - 1 DRAWN BY: BSR ,--- OMIT GYf' BD I3El.OW - r` "' , I CHECKED BY:PPA " - 5TL ANGLE CLOSURE F- � � • STRINGERS IN DEAD / SPACE AREAS r' �-- ,�` SHEET 17'�3 8" : n td �_._ --- - WALL TYPE PER PLANS e EDGE OF SLAB .� � EDGE � �`-�___. -- --- STAFR SUPPORT OF � BY STAIR MFR - SLAB ^ A7 . 2 NQ'L�- HANDRAILS NOT SHOWN VOR CLARITY &A7 STAN� GUARDRAIL LANDINGSCENDING STRI G � . � OF 1A� RS ATCOMMON WALL� �- R EI_FVATOR MACHINE 11 V�EAMANUFACTURER 1 i/2 -1 -U JOLT h10. p STAIR S 1 1 2"�1'-0 n A?2 5TAIR STF?UC � l �_� , SIDr WALLS SIMILAR r �* .. T.I. PE19-98 RMIT ,I GGNSTRUGTiGN SETS JUNE 2L, 1 REVISED 11l II'`IK-U I I'ahe 31 of 51 r C - icnrer than the ,ION 0 22000 it this notice RiVencs c - f dOcumeal, the document is of urac9inal quality. tturrufllntcd . ,,.. .� r �il�i i�l�j�l I�I'I III 1�1i{jC 1`i�(lT�T Itl _ I Il�lil !IIIIt INCH MAD[01 CHINA � , I#1 I ! �!!1 Illl���llll!!I�fli!il!!�!IJll,il''�IliltlJl�IIIII "�I�IIII Hll�iillllifli!I!II!I!!�llll'!!14I'ttllii!!IIIII!Illl�iiii#Hil�i ��rlllr,il ,r1111�1�1' Ill 1,,Y 1.11,1' •111'1it„tt{t,"tli' �' , I }i �.i • I rr k r; 1 `. •,- ..., , '"�. ,r '` ', ij 'fit "� r e 4 i ;r / ry rrapt ,I 1 r : n 'M a i 1 1 .y : .__.<..:_ r- r•w 7C r ..,.+_. „w.u._. _r.-»` r.rra•,.,,wu ., ....«,:. _. ..w, m...«...._..........u. .•. ..uwr...1.rrWw•wWw.a.YnMnaw..a,.M.....Y.. "w�w.,.w.rwM'.'.'w..�Y'Yr A 11r , { , ..�..r r,+•.,..•-•.....u....rw•r".r,.s•m+.+.w.w•,w•+'w"_rwr...wa"M..++.•r1+w.nrw...ww'.aw+— ..rvs.w..nw.,.+:.:.w vwv.n.wq.r,r:. ,: -_..,y..-.r»an�r,._,+<r+••"• •nwr=_wrr,s..,.,.,r,.y._asu-.....u........r„.r.ww-"•'».•'^• -, .. " - a,.,r.rr•e.rs.r+r.Mr+,.••.r..rrw,.wn:+w.w..,......=.• 'uwa•r.rYa,..:.,w,»:_,w.,-..nw+_+:aww..:a.w..wn+n'rw..,-+.,•r•w...r.,MM•..,•r....:.,_r.r...,r.:.rn..v--rrr._war.....y..r..u..y,-. i r ry, Ir I - w 4 OL L .. yLn r '; I _._._.......,,. __, ..,.......-� --LANDING SLAB 1 I" TYP. �,►; "�„-`. /,/'�\ ,'� � � m V. 1' TYP. 10 TREADS O 11" 5'-D" -- _ STAIR STRINGER BY STAIR FHT/ _�_ _.._ - ORT 5Y z rJ _,—_- - ..- 121A7.3 TYP ,.F,..,_._r..__,..__..�..,,..,. ..._„,_.-_r_.�, VARIES STAIR MFG ROOF DECK e , _ .-_.. -._ __ _ -.-_ .___._-.______ - -_- . STEEL SUPPORT ' 1/2 00 HA _- _M —---_ . SEE }� L .9 CC ^ , 1' TYP. j v ' STAIR STRINGER BY STAIR MFG n t,ro ,' 1 �\ ��- --TREAD AND RISER PANS o ,� � ____--. I — cp Ul -- I "CnI � I BY STAIR MGF' '^ 1' 0" 1 1" `caw a I v. - �7+�w• - a 4-0r \` c t+ '_ 6 SEE 71/A7.3 FOR STRINGER AT SLAB�_ -- c-- I CLEAR , < y/ I 1 1/2" SEE 7/A7.1 FOR TREAD CONSTRUCTION-rYP,236-110 -- _FIFTH f"OOR — % 'I - ; +234'-6" —� AIR TREAD MISER ��} STAIR AT BOTTOM LANDING � 4650 S.W. Macaoom Ave1,uP. 7 PIAL ST _._ I 8 _.__ '� � � � ' . � J.3 ' 1 1/2"p 1'-0" � 7.3 S1AIR �!1 AND #2 3,�4".-1'-0" � Suite 220 1 STAIR PLAN BASEMENT �, ST'Alr �1 AND �2 / '// Portland, Oregon 97201 S-TAIR X11 ;� //'� 1 __ / FAX; (503)299--670.0 � qr to k K L V) ex __-..__ 1 ��Y \ ,`\ I�- ti• -- MAKE TOP RAIL CONT z o• 3 N \ I I WELD AND GRIND SMOOTH B' G 11 TREADS O 1 1"•'10'- 1" 5'-c,• -- I � \ I o HANDRAIL- \ :w CLEAR 4i a SEE 12/A7.3 TYP A rLUMB CUT AND PLUG \. INTERMEDIATE RAILS ------ FOURTH - --- - - - --- - - �;_ FouRTw FLOOR \. \ aA7A IM +270 o SEE 2t \ l !/ A 7.3-TYP w LIP 44 o co ¢ e �/ f .� LANDING SLAB /' 11" 1'_0C4 1 al " ! \` I �-6w e � t0 w I _i I. - _ __ \ r d ® cI / r— , \ LANDING SLAB " I 1'-11'�'� io a I .'Z.' �� STRUCTUr L ENGINEERING , I - _ . -- _I I \•�. \� \\ f�. _ STRINGER—- - - - Krl Co fifth A evhwl l SEE 12/A 7.3 r UR ADD'L INFORMATION / 111 SW Fifth Ave. u SUPPORT r Suite 7500 SELF \ " ► • r"crtlond, Oregon 972 II �- Phone: (503)227-3251 CLOSING 9 TREADS O 11 8-3 c \ -L Fax: (503j221-7980 \ >.} / GATE TO a' ' � \ _0 +♦ ?w�- BASEMENT " 1OJ" / STRINGER ANGLE CLOSURE x CONT.--� tx.EAR— ^ ------- ---- -- � � I II II ,� THIRD FLOUR OA � / SUPPORT 41[•.CN/Er..ECTRICAL Ehl^.IPcIF.-RING _- _ L I __. _- -_,._- yyyt•�,,1" " i +'z57'-0-" SEE ;/A7.3 FOR TREAD CONSTRUCTION—TYP. SEE 7/A7.3 FOR TPEAD CONSTRUCTION-TYP. MEWAM�' NC _ _STAIR PLAN 1ST FLOOR rVoad AT MID—LANDING s5�2 si Lreg 97222 STAIR " " 41 �' ;i I (4373 STAIR T LANDING — I 10 I # ,� , a 3 4"�1'-0" Phono:Miiwaukte(503) 659-6394 3/4"=1 0" �.�� STAIR AND , 2 / N Fax: (503) 659-9029 t. � �Tl�R 1 AND 2 r"b' r• t.� co w LANDSCAPE -y� IVYOFi m N I CA r ` N \\\ 800 NW Pith AVE. { a > ( ,o - \\• ��-- Suite 327 Portland, OR 97209 CL -' Phone: (503) 222-5612 i t I " • `� �\�\ ` Fax: (503) 222-2263 11 TREADS 0 ,1 X10'-1 I �? cr• 4 ar - \ �� 1 112* 0 OD HANDRAIL TYP 1 r+:;.:;• I . ._._}� Q C- HANDRAIL I X �I X C14 j' SEE 12/A 7.3 TYP Z/ —STANDARD HANDRi 11. BRACKET - - Project k FASTEN THROUGH WALL TO �f'RIANa".E - _ - �—n" U -6: +243' PA RCBACKING SECOND FLOOR t -UP'-' -PROVIDE BRACKET + BLOL>W ■ N ♦ y:., _:i AT EACH RETURN TYP. ^�};4' I I I 1 x I -H ;- / CONCRETE SLAB c-- t,.. SEE STRUCTURAL ,ry _ to Ili� I �� , ��._..:r ! -- l-EXTENSION AND PcTiJRIJ �- __ � 1 ,e STRINGER I to � Ikll FACE OF WALL--�. OR61M. N _ _._ .__ --_..__ J \� I Q I ��->`' �\� -•SUPPORT 9Y STAIR MFG �BLOCKING TO -1 112- 0 ri ` __-•____ ._ I ��I I \\ � I o I ' OF CONIC. WALL E, �� x I .` \ BTWN. METAL STUDS -' `, I ---'-------- — 2'-8" I N �, cY GROUP MACKENZIE 1998 CLEAR w --,---4 I '- ` r ALL RIGHTS RESER'h:1) C14RETURN HANDRAILS — —— GYP BD THESr DRAWINGS ARE THE PROPERTY QF --^- ^ • I ' : FIRST FLOOR SEE 7/A7.3 FOR TREAD CONSTRUCTION- !YP. TYP GROU' MACKENZIE AND ARE N01 TO HL ! .,LEAK -_ __-_ " TO WALL USED OR REPRODUCED lh AP1Y MANNER, +230'-0" 1 1/2 r_ - `� w rHOUT PRIOR WRITTEN PERMISSION ' �j I 3 STAIR PLAN � 1ST FLOOR 1/4~- 1'-0" STAIR #2 a ,....r STAIR AT _FLOOR SLAB _ � _ I �2 _ _ _ 3• � ,,,/ " TYPICAL HANDRAIL �,S. w A7r3 S rAIR #1 AND #2 cn CLMNG DA it: • v, X I \. 2 SENT q x 3'-0" W/ (3) " A HEADED S1 UDS O 9" OC: --r- --- - ------ --- I L_6• • I I r5 � •�\�\\ " MIN EMBED 1/2a, gS• --_ ..--- � + TREADS O 11"�10'-1" 5-0 n �., I \� I NOTE: I G_0 11 _-- _ I w I --i REMOVABLE 42" -MACHINE PLATFORM TO CONIC -:-�-- ------ -- I C=AR _ _ _ N p, r-UARDRAIL. SFF-\ _ / ---- _ BASEMENT DETAIL 9/A7.2 r / CURB JOINT - SEE STRUCTURAL SEE �, FOR - ___ - y - - f ( — ._. _._.� - ( 3' x 3 LR �3 ADDITIONAL INFO __._ ..... }- , . : : ,,. ,.: , , ,:',r55J � ._.•,;: __ ._.__. +218'-0" O 9° - 6" LANDING AREA �-� - __ -_---.__.___ LINE OF ELEVATED - - �'"'"""' I _- 6 EO TREADS 4 _-- 7.3 MACh'INF PLATFORM - TYPICAL. EA END ,: SHEAT T�TtF: '` o 5 STAIR SECTION II --- -- ` P I I � I 8 w a w � <\ 1�a. ! STD PILJNG 11� I 14x1 -0 / 23w,I \ - r - A7.3 1/�1� EXIT .mow--r-•-- A . -- �``'`- `J+ �` -�FDGER BY STAIR MFG. on w- N: w . w -- o� . /�/ STAIR 4-10 14 _ I _ , A LANANo oacTt / 4 DETAILS 1 o ! '� A7.3 , 4 7/® FSS$ r -- ` 1 O -I-1- - i 11,_ 11" I 8'-2" 21 T/ ADS A 9"a15'-9" I I \\ ` - -- _ - - - JP U X� 1 _E R OF'PLAN -C).i ! k I : e T--"--- - `-- ' ll._�-� '^ .._- -- ---' a _— ._ __.___� — _____.____._ ... ._-. ._._._ ._ � � i \ {I �O• , TDow YP Jet IF - - I Ii i I \ SIM � 9 DATE:— 4 /27/98 CLEA? P 1" TYP f a � •�,a DRAWN BY: CM V } / 1r _ - d - I �n - o o FSE r _ -.._ _ -M_ d L. CHECKED BY:PPA _ /�N ��!® T<-�R�J ►`ft-I Eh °..�R _ _ _ -_ I I _ 4 STAIR PLAN _ --- -- I -- " — '� �]11M)O 0 -_� A ----� l� SEE -R07F PLAN : `I SHEET t TYP A7,3 1/4"-1'- 0" F1AIR #1 SHOWN STAIR #2 OPFIIANO PAINTSGALVD AND _ SEE PLAN - � � L e 0 I 1 1 III 1L.._•�_-_� METAL .ACCESS STAIR i SEE DETAIL 12/.',7.3 7 . 3 L - -- - LEbATOR EQLfPMENT PER ELEVATOR SUPPLIER • - - �•2'-0 � 11 TREADS O 11"-10'--1" 5�-, � I-lO " N y ACCESS STAIR PLAN -- _ _ `� A��r i�55 STAIR SECTION _ _ -- i CIFAR _ -- -- - 1 � 3/4"-1'-0" � AT ELEVATOR EQUIPMENT P.(�Old 1/?_ >y 1'-0" - 7.3 ELEVATOR EOUII MENT BOOM 7,3� _ :�_ -_.-_--__.� �.. � � .,� ,i08 N0. '�.(.�BO's _e ROOF STAIR FLAN STM FLOOR_ _ rlh STAIR �1 I I� neeo.l�a�'•"•'y"'1,,, !,�``! / �1,7.�� I 1� 1 wil.gg.01`'1 51 I~uEVISED T.I. PERMIT � CONSTRl1CTIC�N SET: k:1�� .!� 267 1998 P1 POOR. I If This notice Irphcnrs clr,+. r 111.111 file J U N 0 Z 1000 - f llcctifdpcnnunl, Thmil lilITTICIr'�I�Illll� ' ! 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I .- .td _. -.1+. .: r n,^ r .r tev: ,!, a.y: .r". ..",I�.Yr t:^',�r-:A<'ASowM1�9'�7aFa 'rnP,4v�reru• 'Idia,t. ..#ui:- u.,m:, .... __ ... ,�r..."e. ... :'Sr d ,:.',,:. •:'..,,.5!.yg5 � 4z r-. f., p .r lila Yt+d +:1'.f+>"tl .:. l'�f>'" `,+"�:," " o ..,•.r,:..,.-„..:......: .3 :,.,5, $' ,,t.'., ':.: ,1�.,].i Y.v1�l r, h I i{�;.11:,,;y: -. .-., '.,,,^?p f C#,:r'7 ' 1'{' „„uu - .... .,.,.-...»�..•,-.•..-+-,.r«..,-... ,w e.,..-.:«,....,..+w.........�•...�...,.r...w..�-.f..a-...:.,.....o.+.» C hP „...:d� ,r''"'i1 a3:e. .y :-•:li r. , .,a.,�I„ i :. T.•y. :,.a,: �. t, �i ,`'.N;.r�-�k� C` r.,...�...,.-.__,...�...�.-...--..�......,-..........:«....�..-.._.....,-,.,-a.•.••--e�.... ..,.r...,--. "-..m.•• , , : I , b ..,. ,"N , a:..'�'a 1fx y��' fYq , z � a4. � ,,„r, ,q...: v .: •_-•, _ w. -�.._ __......_._—... _w.+rr!1; - - :. :S'"}:fi f. '..:1 , :,.:.r{:.. 9r Pii�i,.(r'.vr i' .A. �,:ff::'. S YY� .. ':t . ,: yy,,,,:Ndf '.I� :Il .: '.:(!v: 'py�.].stw;V•31. 4"m”, "WWI" „q{� r. .. E,:., f : .'Y'; _� :`6d"i[`•. . . T.4:°�'P�T. �,'� 5..:,:.,. . .. .1''"^'r 4.��.,....,., .v - r '.: __ � oa c°Dv ` FIRE & P.T. F'i.Y __�- NOTE: -__._ 'Z ry g•RAF. T PROVIDE N3Y ERS SEE STRUCTURAL FOR ° ,-, -- AS REQ U EJY a --- FIRE do I�.I. PL YWOOD _-N' - . 305 O ROOFING CON1'R CONC CURL? AND SLAB � p � K "`-- - '”' to CAP FLASHING I 1 Rf::INFCI<CING m � . I METAL COPING - --__-_ _ _-_._---_.____.. ____ � T ARAPET r METAL COPING-- ^-_- - - � �•_ 302'-:g' / / CIUNTERFLASHING--� CONT SNAP CLIP ' -►- - i I I / & CONT SEALANT `-- --METAL PIPE w L I / MECHANICAL EQUIPMENT i --CONT SNAP CLIP I I p .r ac C NT SEALANT I I / '�` CONT zl r,) m tv a 64 METAL STUDS W/ I I � � -- I BUiLT--UP MEMBRANE---x PT PLY SHEATHING f 1 I PARAPET BRACING. SEE STRUC. ---°---{-- / , / o LEAD SLEEVE.-- DRAW BAND ROOFING ASSEMBLY o G" I w V +r p u7 .h 1 AND FLANGE `�Elf`S In a+ CON-7 SNAP au •v _ I . - I+/ I „ - � / ! .- EIFS - \ -- y' 0 :9-C+ METAL HOOD fu 2 CONT SNAP CLIP------' 4 / -BUILT-UP MEMRANE qm I % ROOFING ASSEMBLY MATRIX (.O U h vCAN T W a I I II GYP BD SHEATHING I I I C SLAS OVER ago :F I I I I f `-C(NJ FIUILT-UP MEMBRANE I I I t ( , I - ROOFING ASST Mlit Y ! I � - I FIRE SAFING i � ROOf DE:K - " `�� METAL DECK ANY r I OVER RIGiD lNSIJLAIION I [ I _ {} I I I 4850 S.W. Macadam Avenue i k STEEL V AM. I i `) GYP BD SHEATHING i 1 �,- u-� METAL DECK SEE STRUCTURAL. Suite ?20 [ILI > ` I I \ Portland, Of 97201 1 t ` c, I I 4 4' s I RIGID f'-:;IJ1_ATiON ___ I I I QUILT-UP MEMBRANE - / I Pho EAM 2 I ROOFING ASSEMBLY I I _ tc FAXne(--303)299--6703 0 (10 SEE�STRUC7 6.4 I OVER RIGID INSULATION " / I I GW BD SHEATHING PIPE FEN _ A_rION L.&TAIL "' h/IECHANICAL CURB _ _ METAL DECK l R-19 BATT' INSUL. I I a' SEE STRUCTURAL ~ ` y �� PROVIDE FIRE I % I I ao Or TREATED 2X I 1 oc c3 STEEL BEAM MEMBERS ( / I I i4 17 SEE 3TRUCTUP14 I I ,I \\ - BRICK �/ I I QV BUILDING PAPERk-v I I FIRE SAF[NG _ I 1 Rr%`F V 7 ITAtAPL.. 1 �— 3'-6" DISH SLOPE i" _ TO DRAIN I SECONDARY ROOF A�.1 1 1/2"=1'-0" Q I ( - / -BUiLT,UP ROOF ON WATER DAM- I DRAIN ASSEMBLY CONT. WOOD NAILED METAL DECK— ( �� ---" i" UP PRIMARY ROOF DRAIN---\ ,,0 .,.SULAT[(NV -AS REQ'D LEAD FAN RIGID INS(JLA PIONSEE STRUCTURAL I.; N ASSEMBLY \ I I —3'-6" • DISH METAL COUNTER FLASNIN(J - - AS READ � 1 1 ---- --PRIMARY DRAIN SCREW ANCHOR W/ - 1' -"' - } � o_ Z E:XTCNSION— I EXTENSION SLEEVE( i, I / 3 - SLEEVE NEOPRENE WASHER AT 12 OC � 1 w -STAIR HATCH ( I k J — L;NE OF LEAD PAN � AS REM) STRUCTURAL ENGINEERING /`- � ! LEAD PAN � CAP FLASHING ------RIGID INSULATION J �. -2 0 r/ CL O N x �..' C s M � • ' y a .., I I 8.4 SECONDARY DRAIN - - _ 111 SW Fifth Ave. -- STEEL BEAM - I s- _ _ VARIES �, - - - R- PLA'N Y�� ---BUILT-UP MEMBRANE ROOFING ( Suite 250:0 SEE ROOF SEE STRUCTURAL �- �� �� I Portland, Oregon 972'J4 " w (�< \ � Phone: (503)227-3251 -I'L 1/4 x e x CONT, s I - Fox: (503)227-7980 k �� 4 SIDES OF STAIR HATCH �I 1'-5" 1'-6" Li LjLi , _--- xOPENING I N ---CONCRETE SEE STRUCT DWG -- ,�-�� � _ � --^ MECH/ELft.;iRiCAL ENGINEERING FOR BRACING & FRAMING A IE FILLED PAN r tr I� M1P31 7 --ROOF SUMP RECEIVER / UNDERDECK J rWr 652 SE Lake Rood x. 1r ^» A8.1 ROOF SUMP RECEIVER—J CLAMP M1wouKie, Of egon 97222 , Phone: (503) 659--6394 r OF PARAPET " t \�\ _ I UNUERDECK CLAMP Fax: (503) 659-9029 v' id \� ♦ V \ r - 77 7- .1 a LANDSCAPE Wows r -� a rr aef t 6?p` 1+ rri!7 f k. +� S'l c.El. CHANNEL-- i n j 800 NW 6th AVE. _ TRANSVERSE RO_0_P DRAIN SECTI®N SEE STRUCTURAL STAIR STRINGER II B ROOT° DRAIN PLAN I --- °D Suite 3'll t� _ --- 1 PRIMARY AND SECONDARY DRAIN AGE ASSEMQLIEE 3. 1._0w 4 Portlond, OR 97209 1/2"�i —b" A .1 Phone: (503) 222-5812 ' '¢ Fax: (503) 222-2283 11 - � h A8.1 A _. �w _ -CLASHING, EXTEND 6" 3EYOND 9UILT-UP ROOFItJG P�O)ECt SYSTEM OR APPROVED METAL STUDS SPIFFY MTL CUING EDGE OF IN OVER RIGID INSULATION ilk r 6' METAL STUDS -METAL PANEL SIDING METAL PANEL S1DiN I TRIANGLE FIRE do PT PLYWOOD �' ATTACH FLASHING 70 1 SYSTEM OR APPROVED \ r - -BUILT-Up ROOF OVER +�,,. aT vv�',•,,,t, SNAP CLOSURe t PROTECTION BD OVf R EDGE FLASHING I EOUAI. CiLOI�AT� c t EUrjY "t:;++�Ra COUNTERFIASHING TRJUQUS 'C'___ R-19 BATT INSULATION EQUAL R-19 BATT INSULATI"iii " p1$''?. (y' - CLOSURi: 0�'E: FT MIDI RIGID INSULATION --1J�" METAL DECK PARK ''<` _ SL _V / SLOPI T MIN 1 J�" MFTAI_ DECK � .[ ' T ,� .�- GYi� BD- --BUILT-UP MEMBRANE GU --CONT 'C' CLOSURE - i" GYP BD _ x \ - - 3/a" �., USG 200-Al- RIMA?" crnr►JG FLASHIN(r . - COUNTERFLASHiNG ROOFING P_SEMBLY 1 ` " r FLASHING EXIT NU / CONTINUOUS HEMMED EDGE 1 rI 1 _I OVER PROTECTION BD DECK BEYOND M ,{ 4 ': 1 < N _ r CONTINUOUS SEALANT COUNTERFLASHING- ,I� ,�4 1 I I -1 CAFE FL�'..�HING C I + �" i I CANT OVER RIGID iN�UATiU 11'-3' ��- - !_ V �" PANEL SIDING I ��4 -� -1�" METAL DECK " 1y r �` RIGID INSULATION PROVIDE FLASHING W/ (ANT- X11 � ! RIGID JNSUI.ATION 1j� METAL DECK 2x4 BLO K C AS RkQ`0 FOR �- CRICKET AS GCCURS �\ t _MACHINE " Y r. SEE ROOF PLAN HEMMED DRIP AT OPEN \ - Ft FLASHING & MEMBRANE ATTACHMENT 1 -MACHINE PLATFORM HEAD LOCATION AS S.iOWN i C)` - CG'NC CURB--` BU!LT--UP MEMBRANE ROOFING SEE STRUCTURAL TYta •EA sruo --STEEL BEAM DRIP W CONT CLIP SEE STRUCTURAL �.1 OVER RiGID INSULATION .JILL FLASHING 01/ CONT-- I + STEEL BI'AM-- / cn " ® 1 AS SHOWN CLIP AS Shu' ': I 'AlROLITE' FCEf66G FORMED GALVD �+{ i . to RlGID4 SEE STRUCTUF AL /� _ _ '1� IN_ULATiON i �/ SEE S+RUCTURA:. _ A, FIN. A2--6 f - T ' -T _-� i i STEEL STAIIUNARY VkNTILA !ON LOUVER 2 x 20 CA METAL OR APPROVED EQUAL. - SHOP RiME X' -'�� --._. S ID INFILL FRAMING �\ I SiTE PAINT GROUP MACKENZIE 1956 y r a \ 2 x 2 GA METAi COUNTERFLASHIN . C ALL RIGHTS RESERVED > I !M" MTL —' 4j I -Lax3x}( _, STUD iNF1L FRAMING _� _j DECK -STEEL BEAM o !r'EfAL DECK CRICKET AS OCCURS ! THESE DRAWINGS ARE THE PROPERTY OF x CONT STEEL BEAM MTL PNL SIDING SYSTEM GROUP MACKENZIE AND ARE NOT TO BE w 1 fAL DECK SEE S7RUCfURAL I I --CONCRFfE CURB w J4" SEE STRUCTURAL OR APPRO"r EQUALOVER- BUILT- r fy fa SEE ROOF PLAN \ USED OR REPRODUCED IN ANY MANNER, w �'�.,` CCXV SEE STRUCTURL T! ON C SLAB >M lou - - r ✓ � 1 PRIOR WRITTEN PERMISSION a" �1r a Iv blTL PNL DING SYSTEM GYF BD --. SEE STRUCTURAL O BUiLT-'UP MEMBRANE Ik " CYF' BD 7^ 1J�" METAL DECK ( �� REVISIONS: Tr <<• ;' a _ (,YP BU ? ✓/ 6_r----��� ;:!`:�FING ASSEMBLY I Ilp� AT QM" - # > -- l WF BEAM �• I REVIsION EDlra+ CLOSING DATE MTL PNL SIDING -1!�" METAL AS OCCURS R-1 BATT INSULATiCN STEEL BEAM ' ` \ SEE STRUCt .-� 6' x 16 GA Mkt AL STUDS 6" x 16 GA METAI. STUDS- - `� STEEL BEA.'.4- �� �'_ _ SYSTEM DEC,, x 16 GA MTL R-19 BATT INSULATION SEE STRUCT 1 6 2696 AT 16" OC AT i6" OC SEE STRUCTURAL ' - -- UI R-,rl BATT INSUL STUDS O 16" OC PENTHOUSE i `a./VVLw. �✓VRB h re ELEVATOR PERITHOUSE CURB w• --- — , PENTHOUSE COPING _ t ENT'HOUSE COPING �2 ELEVAT'OR – F►RE PROOFING NOT SHOWN FOR CLARITY -- _ -- " - -- O'_i" 1'_0" +I .1 AT ELEVATOR EQUIPMENT PLATFORM 1 1'-0" r� �.1 -..--_--_______ _. _._ 1 1/2"=1' -O" �I /0�1 A8.1 A- I UUMNU LAST CONDITION 1 1/2 -1 '0" Do "A 1 Ft: 1fO" SHEET TITLE: -- ROOF ; DETAILS BUILDING � 3 +T ,� • MECH EQUIP. do ANCHORAGE 9V OTHERS POOFING MEMBRANE. RIGID 1�, �---- _ -- INSULATION - SEE STRUCTURAL FOR SIZE do CONNE'TIt;N OF PROTECTION-- ,� i BOARD EYE BOLTS - SL'F ..'OOF' ✓' l }c PLAN FOR LOfA1l1�N DATE: {X a< �ROE ;SEE 1 .la�j DRAW AX: itilMD ROOF PLAN I AS.I l 'j F METAL DECK I ` -- PITCH PAN e j 29/eta CHECKED B'.': SHEET vi:. � a � r _-...--FIREPROOFING* -----ROOF BEAM A8 . 1 ::V OFr , u _ > . AX Ne. V 4 i y ry/o}ry��"� t n V '1;'' ]!M MOl1f"t 41 � G A '' EIUiEL'Y_ IETIOf� 'r,�.� � �� .., ..�� TYPICAL ROOF MATRIX " _, leez _-__.__._ _— ,"�,'`1�" � � P9, , � .s�'S�i '�°� 13221 ��u t's.:: I Ag.1 PROVIDE. 1 HOUR UL RATED DESIGN PER UI P819 3 rl'-0 1�,� REVi,-ED T.I. PERMIT CON' �T����s►T�� JN �?�T� 4_��N� ��,. � �•7 Rl1N 5R-(t 111 l '� I � 15 51 _ a9 r...., - -_ .' 1,( If this nalice appRars clearer !luta Ute i UN 0 721100 ..: rmirfttl imc I i I SII {t, r ddcunt(nl, the docuntenl is of ntay;mal quitlily. III III � � I� I - Illil'Illi;i ' t �CII � I , , , i,IIII IIIIII1111 �1�1 + I; ► I ► iI i ( ti , 1 ..�.: INC III I r ry; a - N MAO[IN CNIAM — j( n .'+,• I .. ''' G -*:5-'.' �.l: .. - •. + 1 li 1 ill 11 1•rlll 1!IIIli 11111,11'1 t. Illllll Ili :;it'll, I Illlil'it Iliiil ,yr I 11 I IIll.liH 11111!.111111{ .f111111 •iIII,1 II:I I _ 1 •' ,1 1 .., ,,: '., !a. !,T ', to x» ;:. f ,, •g, q. .., .,_ .. r , 1 t f f f IN tk t 4 ro t 4' :� 4 t• , 1 c kA. `I aRkrt p fir§ IM41F 'lwrL �4;,KIS ki >r 4 , ,.,,,, «1•,. �.,. -,,fir;: r r .. _ ;: ...- - „" ti►`4Xf�tdM�im.6, �itSl1ek:Yerc u+ fi _. - .,r.,. . .i. ..;,. y ,.`'1.. s xt '6rd «w1� f'.;., :,,,, .. ,. .. .. ....:..,, .. . ....,.,.,�.;.riE_rnwy. wr;1�tl;6,w, ...,it1',w`r' '> Y}CdtY'�i61,��1�,����":r96 ,wih4u.H•�w d;..;�y:•c+•.ruJfi�� „e �t - _ r N w ' w. �•r. P. to 4) o. STOREFRONT GLAZING SYSTEM ?J-p. BATT INSUL " 1'-0" 2'-C` ----5" PRECAST CONIC. PANEL � :, •` ..� � INTERIOR GYP BD . 4•. ' i . �-- ___ ,t•- � ', .•,. '^, •,. 'V'•,• 'Y•,�.J• •YJ. . , •t..•• 7. ,..., (Cuda) int / - `, ti,'Y'.. . .T ,M .�.. `, •„•>..,,,1i; tu, 2I-O■ " •Q r. • 1fl ► STEFI TUBE COLUMN 1 ' O/ iW .A; •, .,,_,,. t T'` ..t• ;:. .'�.' a SEE STRUCTURAL � >: ry m eC 0 IN to `--• SEALANT do BACKER ROD � -_-� \ LD� —.- '� :' ^ ' r' t `^ ',••,Yr ' .• , I •„• -6 PRECAST CONIC PANEL. CJOAAp Mc7cadam Avon v 4650 S-W.Suite 220 Portland, Oregon 97201 ••'' �o —BEEF S ROC TUBAL ( Phone: 503)295-6000 FAX: (503)299-6703 -� :k FIREPROOFING EXTERIOR WALL * COLUMN >; EXTERIOR_V ALL � COLUMN _ Do � EXTERIOR COLUMN _ - _ 2 / FIRST OND FLOORS /Ag•2 FIRST FLOOR -- 1 1/2"=1'-O” ►~ /A8,2 FIRST AND SECOND FLOOR 1 1/2"-1'-0" 1 1/2"-1'-0" - - I �-• --------STOREFRONT GLAZING SYSTEM 1 ,1 1/2" 112' j 4 EXTERIOR COLUMN - 1 1 2 --0" t- . - A82 FIRST FLOOR / --�.—�—... /��,.'�,•a�, •rte - .. 0 -- STRUCTURAL. ENGiN'EERING -STEEL COLUMN KPrf • a, , �� i--• SEE STRUCTURAL � � 111 SW Fifth Ave. Suite 2500 STEEL COLUMN I r --FIREPROOFING Portland, Oregor; 57204 SEE STRUCTURAL �I _ Phone: (503)227-3251 .__._ • �"'•� '.-: '_, •.. _ Fax. (503)227--'79 80 -- - �� a•- I •• BATT INSUL t•-g■ -- I " I<> q. w �° x' -h' ---- - ----pATT INSUL TORE-FRONT C,LAZING- I - INTERIOR GYP 8D M���Am EwwanlNa IC EERIE + I t VV � AL ENGIN , cM-0 c r 5YS7EM J6542 SE Lake Food �Z J - 659-6394 _ i + �''' METAL STUD Milwoukle, 0•-ego "1 - STEEL COLUMN 659- . � Fox: (503) 9029 , Nows •r `• .,`•.i; Phone: (5C3) t ry .+: jL � 1( SEE STRUCTURAL - -- --�C ) c 1�6 _ b - O `._l�- l_1c�! t 6" PRECAST CONC. PANEL. 800 NW 5th AVE. r • .;: _J. ' • r,: �,• I Suite 327 .,' .. ••, ..' _ :� •! - --- 'i•. .,' :A�;•r`'` �`� Portland, OR 97205 EXTERIOR CORNER COLUMN -- - - -- t - 1 1/."=1'-0" Fax: (503))222-22&32 SECOND FLOOR F- ,- , ' 2' Q■ 6 PRECAST CONC PANEL _ - N Project _ no — -5 PRECAST CONC. PANEL p 10 FIREPROOFINGCOFFOMTE I CORNICE BELOW r�' iSTOREFRONT GLAZING v a PARK SEALANT dr GROUT 'j I SYSTEM iv � "- w # 4 \_ BATT INSUL „J' -INTERIOR GYP BD � ,Lr.1 11' �, r � " , y 5" PRECAST CONC. PANEL 7 7. '`'w 't'•-. SEALANT & TUBE COLUMN . � •`' _ - „ _ alt .�. :, a •.�. .•,k• •a:.� • „ .. BACKER R00 r�1��y� ATT INSUL SEE STRUCTURAL_ J L` t• r METAL STUD / 1" '? 421 rr .�'11' ' 2-0 -- — — _ EXTERIOR COQ. 7 EXTERIOR CC�7RNER COLUM(� �, 8 EXTERIC)R CORNER COLUMN "- .- " t-- 4' if-to SECOND (LOUR 1 1/2"=1'-0" c~i /A8? FIRST FLOOR "-1'-0' a8,2 FIRST FLOOR 1 1/2 1 O I' C GROUP MACKENZIE 1998 -T- - ALL RIGHTS RESERVED � I --�•-S' THESE DRAN`rNGS ARE H E PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE. -STOREFRONT GLAZING SYSTEM USED OR REPRODUCED 'N ANY MANNER, . � 1PRIOR WRITE N PERMI55I REVISIONS: RECISION EDITION _ -- - NOSING DATE N 2'-0 1r— ■ r w IN TYP •6" PRECAST CONIC PANEL EXTERIOR WALL _ to FIRST FLOOR 1 t/2'=1'-0" '' •`"" __.___, __,_-. I , 2' 0" w --g" PRECAST CONC. PANEL ------- * SHEET T111E: , + - INTERIOR GYP BDA ` -- SEALANT & BACKER ROD yy _ —.--STEEL COLUMN D E AILS SEE ILSSEE STRUCTURE ' -STEEL COLUMN SESTRUCTURAL -BATT INSUL_ MET/J_ STUD ' j+ , ,� }: +r '' . .•' • ` �`- �„� rte-�___._-_ __-_____-.-� I DATE, - {. 2•-p” SEALANT . . i ' BACKER ROD DRAWN �. - 1 ' ,`� /!-- • ,' J.:• ,. m - - B( T THICKNESS TO BE CONFIRMED BY CHECKED :f �PP,IA-STOREFRONT GLAZING SYSTEM NOTE: �RECAS5 � ! U� PRF MANUFACTURER ` .,• :,; �. PRECAST CONIC, , M A � . ' 4- SHEET �I PANE!- ,.r . Imma \ ," i �•„ 1.'�1 -STEEL COLUMN I -- --- 2'- o - -* SEE STRUCI TURAL � rG rr I A8 �^ _-------6 CONIC PA.L_I.E —STEEL. TL'pr r( .UMN . �'-' SEE SMUCTUR4L ,� OF 10 EXTERIOR! rALL tn EXTERIOR CC?L ,� EXTEBOR COLUMN - - ---- .,DO NO. n: 29$0 � IST �7.00R 1 1/2"�1'--0'' i SECOND FLOOR 1 1/2"=1'-°" � ,lF,1 FIRST F1_rJC)R 1 1/2 '-1'-0" �` i SET:REVISED T.I. PERKf / CONSTRUCTION SE T' JUNE 269 1,998 t Ill'1' y ;• • ; I':tgl'36 til $7 '•„_._ ...:............<:..,.:va'.•.,rc.:,..Y-.ui...�nrww, .:..,.-r-. .- .......xwswm,,ce:.!n+w.. ,„M..z�u ,._ .... .. , If this notice appears clearer Ih:ut the JUN 0 2 200 count, the document is of mm-011:11 quality• 11111'1•()f11111CC1 • (�lli�l�l�l ,�r�i�Ili�lli i I�I�I�I�I,f�i �I r I, •il;'I � _ . - INdI ..i• ,. hli+�11 l lI -__�. rl ar i ru11' n 1 r trllltrl I r rrrl r I r t . ,i ! :.m .. •• II � tl I i •r 1 l � I! I l li, ! _ � .1111I�i4it,lltlli:;irlllrr' ,i IIJ�r,,...Ill�l„IJrill,,.. ,,LIIr111nr„1•I,Ilrl 1 ' Illtll HI _ . 1 � I � I�IIIII�I_.,jllll���i.�I�J,l�,ll',III��,,11),!l1lII(�I,If)-+^li sill 1111�11HI li�{I�J�l�lll�� �lill�Llllifih ILII!., II!. 1,4 ,, - V� t� %Y � .f 1 ,.. ,..m d.':.,+;5C.....--„"•'YddaAkl i.'iNitldNnl°k't� - ' i , F , � .:.. r, .' ,' ,.:.. ....,. .. ..... ..,:. , � r el • r � T ' a r m f F sr � l ",,..,i._ ;.- _„ ^ ',A 9s� PI•Y'+. ri.p z,;,r 1 ti4.° :'P' '�tf ^4 a aye - r -t,�4 y [ t >-4.1', ps •r. .. '.,.. •'. •'M. 'E •','"Irk. ";. ' ' , >wti,9� Y _ _ -.T-•°.-.. c`.. ,.t: ', . +• ': ... .,','r.:., -', ,f,u, L: •.:+ ,!+,; ,' euffid..ktieP1il-tA,dr...:OiNGF:r:.v..,�< .,:ci+, .. _...,.�.-.-....�..._..-..... _. � 1 <,.,.. ,... •, x :. i si�' -°'�tsw�r �rsl�r'.�avdCz�wl�srk' - __ .._". ._._..,. ,r,e �, .-MiC„ ��++,, ,i1.,,d. :..:,. y+'v. IF � J�k: :. .. ;,,,.:,..u..,'. .v.. >a._isaa vlb..,f Y...w:� ,•_ .. ..__.. .._.._....._.._.. .._.. ... .._.............._.__._.....-_. . ... .__. _ _ wl�} �ft.'ti'x.:. ...- '•..,».,......,...•. ..._ .... _......,.......- .,,..—.... ..,......,._-.s,°e1..1.._1.1..,...............—,. ___.,.—.—... -.-_ ,.._....«_.........-«...._._.,. .,... .r,,,.._ .. ,......�.__._.._...,__..._._.• -.._. � 1 �,.,..,,'...,...�,.,,.,._.,.. .............._ .. .- .. � _. to `r�" 0 N ..O0i O � ,------INTERIOR GYP BD O 1 1/2" o 7777 1 c: -END DAM FLASHING } ! , :i 1r// 4" LAP FULL HGHT , w e r, / - � r-----FIREPROOFING �� �r,.�'m � •.x.:r�::a OF -JAMB T-YP '/ --,f/' a1 w INTERIOR GYP HD `al ." c �- INEPIOR GYP Bp _ iNERIOR GYP 00 - /',, / / 7T� _ �" i.. I o �_ ---- _ W o \ VENEER BRICK WALL" I 1 L � -BA71 INSU._ —BATT INSUL I I I 0 � pa io STEEL COLUMN -) ( -METAL STUD METAL S'flt0 tJ' U ►" " R VENEER --- `'-•-'_ SEE" STRUCTURAL � -B BRICK E ��� .- ^•/j -�- �_ I -� V r f - 1 �r AKER do it-is b �??"� �--- I / I .• ,�,. ;.• BACKER ROD ._ -- - - - I -BLDG. PAPER FIREPROOFING C I 1 ` STOREFRONT GLAZING -� I -_--- e / SYSTEM I - S.W. . • ;,•, •�.� , _ Z NG SYSTEM Mocodarri Avenu ( ,a �ul STOREFRONT Cd.A ! Su to 2'0 METAL STUD i , I :STOREFRONT GLAZING SYSTEM / �I Portland, Oregun 97201 FIREPRjOFING I / I V I I PRECAST CONC. PANEL ._ 6000 .•.-...-, Phony I "-•� FAx�( - it jl 1 STEEL. COLUMN ---BATT INSUL __- \ in SEE STRUCTURAL - 2'7 1 _00 10 - `e-.__ RIOR G`�P BD - Z D - �--EXTERIOR GYP BD -BATT INSUL "------EXTERIOR �- / !— i w END DAM FLASHING -BUILDING PA..'ER BUILDING PAPER 1 1/2" 1 1/2 --ENO DAM FLASHING --BRICK VENEER 2'"� �c `) - W/ 4" LAP FULL FIGHT ---Br?ICK VENEER -5TOREFROA!T i"aLAZiNG SYSTEM ., I�7 ('�j'� A� �[ �jQ CORNER �] ! ��A N _3XT�R;I�R GC�►LUivis 1_A 4 9=XTER��f� C�LU�IiRi �' �_X' _�IC�F? WALL w �� EXTERI�R ®_ 1 l0 w�� V e..i��MN _ 2 �/��RIO 1 L. O NE 1 COLUMN _ __ _ _ — w i- ,+ -- � 1- SECOND THROUGH FIFTH hLOtiF� 1 112"=i 0 r� ..r - -- _ A8.3 :ECOND THROUGH FIFTH FLOORS 1 1/2"=1'-0" ra A8 THIRD THROUGPI FIFTH TH Fl_D01?Sr 1 1,/2"=1'-U" °3 SECOND FLOOR 1 1/2"=1'-0" A®- �t_COND THROUGH FIFTH FLOORS 1 1,2 =1'-0" I— ' r'. + , rR M e k SSyTT�R��UUCTURAL ENGINEERING KPFF 111 SW Fifth Ave. Suite ?500 o Portland, Oregon 97204 I Phone: (503)227-325, 5., Fax: (503)227--7980 -CUR'A!N WALL liNG r + ei _ ' ` GLAZING SYSTEME�G � tCALRiNG - I N iKITERIOR GYP L?D - �. \? _--------_____._ ._-_-._. - 6542 SE Lake Rood _ 1/2" I _ —_ 1 -0 -2 MilwauNie, Oregon 97222 -- � ALU iINUM SNAP CLOSURE. i i I END DAM FLASHING I J „ _ Phone: 503 659-6394 VV/ 4" LAP FULL FIGHT l FINISH TO MATCH CURTAIN WALL I ( 029 OF JAlv9 TYP ti - I :.r' ;,.' METAL STUD ( ) Fax (503) 659-9 - ----------- BATT INSUL LANDSCAPE INTERIOR GYP BD - I 1 ---- (_ 1 BRICK VENEER ! INERIOR GYP .9D �'�✓ 4, Z._D. \ I �`,:' 800 NSW 6th AVE. ' ✓ I , �� // -._ - - --- Shite 327 6" CONC. Cortland, OR 9/209 Irl f"'� I VENEER BRICK WA;I. I / ' -- -SEALANT A o PRECAST PANEL L • STrEL COLUMN / BACKER ROD ��-� � � �- I Phone: (503) 222-5612. �I cEc STRUCTURAL ~� \\�\ \ iv Fix: (503) 222-2283 METAL STUD COLUMN I 1 ` - - - -- - --- - - B --- STOREFRONT �- - ( ' I STOREFRONT GL.AZiNG ! � _ � RICK VENEER- l I BLDG. PAPER FIREPROOFING•--i--- I �-- - - - - SYSTEM 1 \ „._ _ - - :y', :, SEALAN r w1< Project BACKER ROD\U/ CORPORATE �! TSA -BRICK VENEER I - ..-.J -INTERIOR 3YP 8D • ._ I o PAW / FIREPROOFING BATT INSUL �STEFL COLUMN --_.....--- r� I SEE STRUCTURAL BATT INSUL_ �� _ _ 4:tir �� sr � J 1 ►��(� (� � / V ---F7Rt PROOF;NG ,�----- � -•'"'- - `� jk `'' i • I STEEL COLUMN BATT INSUL o ..-----STEEL COLUVN / - / SEE STROrTURAL SFE STRUCTURAL -' ____ Mt9.ORC STOREFRONT .lr;�..:� SYSTEM - }i 1/2 9 STOREFRONT GLAZING SYSTEMfc� � --STOREFRONT GLA7ING SYSTEM WALL COLUMN �_ _s EXTERIOR WALL _ C®lUlu1N Rr�`�,� +��L�U�AiV 7 EXTERIOR CORNER COLUMN_ _ � �81EXTERK)R _ � All RIGHTS REE 1998 6 EX 1 LZ SIO 1 CORNER wZ --- w J c 1 1�2" 1'—O" q All S ARE RtSERVEn A�� �r �._ 1 1 2"=1'-�J �- A$.,'3 SECOND FLOOR - � THIRD THROUGH FIFTH FLOURS 1 1/2"=1 --0 n A$,3 THiRD THROUGH FIFTH FLOORS / I— SECOND THROUGH FIFTH FLOORS � 1/2 '��-Ow � _ THESE MACKENZIE AND ARE DRAWINGS A4e THE PROPERTY OF USED POr, REPRODUCED IN,ANY OMA MANNER, WiTHOUT PRInR WRITTEN PERMISSION br RCVIS ° t>.� x � 1 IONS: . s Y REVISION EDITION P ° e " [�ONt) DAT* t! ;lav �b e,4 `" 's INTERIOR GYP Bo 1 X 6 `2C 98 12" TYP METAL STUD ___ - BUILDING PAPER _ MMA"R --- ""' - -- GYPSUM SHEATHING --'- .-� ---�� 7 b011-DING PAPER - -- --- FIREPROOFING HIGH 1 EA GRAVEL _ THOUGH WALL FLASHING (;YPSUM SHEATHING I BATT INSUL SHEET 11TiE: i WITH 8" LAP �•-�„��r,�' I _/ i .----- MASONRY VENEER -----VENEER LINTEL - GALV'D 1 I cv TRACK \ 1 STEEL COLUMN "'� I SEF STRUCTURAL DETAILS 12 GA. DEFLECTION CHANNEL I BRICK VENEER WELD I'D TRACK ABOVE 11-� I ` -METAL STUDS OPEN HEAD JOINT AT 24" 17•C. SEA!_ANT AND JniNT FTI.LEP i ---_��„��� ,• ( \ � -'r-�',✓1 _ 112- COMPRESSABLE I MATERIAL `��• / / rAWCLIT BRICK AS REQ'D I i '-- --FXPA'5I NJ ,)CINT FILLER 1+ -- CONTINUOUS SEALANT TRACKI I 1 �.• •-��.- -------._____.-_._._.____._ _.._..-- a+ - --.-_-GYPSUM !SHEATHING DATE: _ r DRAWN BY: Ham► "ETAL STUDS CHECKED 8Y: tt' --- STUREFI?aNT GLAZING SYSTEM- SHEET - --(:YF'SUM RUARD N.I.C. V r-` •. I :�� R-19' BATT INSULATION 00 ,� L.>�TERIOR WALL., COLUMN 00 orl l - , _, 0 /� 1 (,� 1 �--- MASONRY OOr�1 'ROL JOINT -- _.._ - .11 111011 CHANNEL/► NNEL, * LINTEL Ir � tI � THIRD THROUGH FIFTH FLOORS / o __. (io _ 1 .�w e w i I I A 8 . 3 f n �oB No. 2980141 I 4 D T.I. PERMIT / CONSTRUC"�1OI4 SET: JUNE 6. M8 T1--2�7353 REVISED . . ._ ,i,� nur q8-0191 If Ihis notice appeals clearer. (hIUI 111c Jul) O Y 2000 : „ document, Ihr• dn;•unx•nl is of nl;u•Rinst) gn�al;iTilt l•�. IirlCl't11111T11'll s, I VIM1iI I I t �j •I L`t 1,,: 6,Ii`t�l ' I illlll•ill 'li r i i I i I'I' INCA MACK IN r.MM �j I 4nuli iu11 4i 11 4 + Y rff 11114- ,1111! ', �I(��' II 11�1�II �Illl�jjl!J�I IIJllitll�ifl(1� 11 4�1!�I,jll�llaill!!�!I lfli 1:.":.�Il,!.III!�iliiJli{�i,;:Yll ,•'"4111„{II Il�r.!I .1i1„11111i1L1+rllll cry, '�..:,.,� • ,r, ,r. -_ q f f m�Si ,r 1 �e sIt �Iv�y�• a , ' 1 {I M I • , W. Co , r •4. a. _�._.a METAL STUDS SUSPENDED ACOUSTICAL 1 1/2" i !r -- CEILING 1 * \ � i I BATT INSULATION _t - sFS 1 1 r. -_-«-�_- -----METAI. STUDS -'-'+vYPSl1M SHEATHING / � .---CURTAIN WALL - ------- ____--R--21 BATT INSU'LA110N `-- �^ '� GLA -� ZING SYSTEM --.___ -$70REFRUNT GLAZING SYSTEM BUILDING PAPER I_ -- GYPSUM SHEATHING � -- - TRACK 8" HIGH PEA GRAVEL vAll �- I -./ -_ SEALANT k BACKER ROD ��.-`"^ @ Gl i THOUGH WALL FLASHING -'" ,�-•- - `' ,Oc[5 •' '�, JAMB MULLION WITH 8" L A F' ANGLE - SEE DRIP EDGE -r'• (D a - as o o STRUCTURAL - _'L" ,�� —. t in c>,e �" �-..�•-1_� � �� � _—__--OPEN HEAD JT 24"0.u. L«-.-.---- t COORDINATE MTL- .-{ -� in �•:-=' > - --� -- CUT BRICK - SEALANT W/ STOREFRONTLD USC 21231" AFF GLAZING SYSTEM I ! -- .---- - STOREFRONT ENTRANCE A-0 1 2 `_- �� 0/ I; $USP CLN1" `--�- UEr LECTION CHANNEL �r1 J 1 METAL DRIP ADHERED ` / 1 0000OM TO -THROUGH WAIL 1 1/2' FLASHING 1 --—CURTAIN WALL GLAZING STUDDED ETOL T ATTACHMENT- DEFLECTION CHANNEL 1 SYSTEM CXWf A TYI, ( -"` --_. _`- --- 4650 220 Macadam Avenue ` '-C 5/8' GYP 6D Portland, Oregon 97201 W -1--- �—`- Phone: (503)299--6000 SfOREFRONT GLAZING < l-_. _-. -- 1 ►� FAX: (503)299-6703-6703 DOOR HEAD SYSTEM ^• -�.__^�_ "_- WINDOW MULLION WINDt�W HEAD '^ yWINDC W HEAD _ _ - — 7 _ ____ z __ _._� _ /1 tom+ (�/� N �� w w C \ 3'�t'-O" S I A8Q 51M AT JAM© 3'-1'•-0" STOREFRONT 3"�I'- 0' I A�,�, CURTAIN WALL 3 =t'- 0 3 A�.� �' USF'. CL•!C - f - - -� ---- FAGS OF BRICK BEYOND r---_ AUGN FACE OF MULLION W/ METAL STUDS FACE_ OF PRECAST CONCRETE PANEL BELOW GYP BD- -- -' I SEALANT 1!r BACKER ROD LAP GLAZING ----BUILDING PAPER —ANODIZED ALUMINUM BRAKE MULLION AS SHOWN -CURTA.'N WALT_ GYPSUM SHEATHING METAL SILL BY STOREFRONT GLAZING SYSTEM -- -STOREFRONT ENTRANCE ,- SUPPLIER SEALANT do BACKER ROD -GYP. 8D. \ / J ---BRtGK 2'-5 AFF I GONG SLAB `T F. FLR. ENTRANCE MAT END DAM JF THROUGH -_ -- ANGLE BOTTOM RAIL WEATHERING STRUCTURAL ENGINEERING SEE STRUCTURAL iv WALL FLASHING WITH 4' 111 SW Fifth Ave. r LAP FULL HGHT. S> ANDREL GLA:3S --THRESHOLD W/ SQUARE MAS Suite 2500 , 6.`,CK SET IN FULL MASTIC Portland, Oregon 9720` PRECAST CNC. PANEL Phone: (503)227-32_ - i BED Fax: (503)227-7980 { / 1 2% MAX_ l SLOPE MECH/ELECTRICAL ENGINEERING x - --- —--- NTBrAGE E�+l >>6 WC. d ! v \ 6542 SE uk e, Oaego n 97222 Phone: (503) 659-6394 1 —STOREFRONT GLAZING ----- -- --- � Fax: (503) 653-9029 SYSTEM LANDSCAPE 1,. 5.• 2" 4. INOWS WINDOW SILL - II'YINDOW SILLrg DSR SILL 1 800 NW 8th AVE. WINDOW JAMB 327 -- — l V 3"-t'-0" A8.4 3"=t'-'0" 1 suite 4 S70REFf?OIVT 3"=1'-0' � A�� 3"�1'--0" � A�.� CURTAIN WALL � Portland, OR 97209 Q ✓'1/ 4 Phone: (503) 222-5812 Fox: (503) 222-2283 -- GYP BD — Project --FINISH FLOOR GYP BD \ ry� CURTAIN WALL ��-- STOREFRONT GLAZING ( AIT� SYSTEIA GLAZING SYSTEM ALUMINUM BRAKE PBULDING AW ^'- -SEALANT AND BACKER ROD ) � PLAT/_ BI' GLAZING � - ��--- ANODIZED ALUMINUM BRAKE 1 1f2 t t MFR -- FINISH TO METAL SILL t3Y STOREFRONT �` STOREFRONT GLAZING p SUPPLIER I SYSTEMA ----� MATCH CURTAIN WALL SID t�,�,�~t� W. ( SYSTEM - �- --- ,��\ 3DRt '<4i}" K ROD - T Iii i ISR EXTERIOR .Q i'E,'� N.1ii TD J SEALANT AND BACKER 2�-..8 AFF_ T/BRICK -- �- ANC017ED ALUMINUM BRAVE !' SEALANT AND BACKER ROD METAL SI.L BY S I OREFRnNT - 1 # 6° SUPPLIER I �--- HM DOORPfJRT•�AfFl131 till ANGLE2' C SEE STRUCTURAL - `6' AFTSPANDREL GLASS - a - T/GONG I ----SWEEP f�'/�': (. I -- --- - BUILDING PAPER METAL STUDS j. - l THRESHOLD @ GROUP MACKEN7_IE s93a iSET IN FULL ALL --GYPSUM SHEATHING METAL STUDS '-` 1 MASTIC BED - --- - . _ _ '_ _- ______ THESE DRAWINGS!ARE THE RESERVED OF J j GROUP MACKENZIE AND ARE NOT TO DE .----FACE OF BRICK BEYOND �, "� 1" --FIRESTOPPING USED OR REPRODUCED IN AN' MANNER, - h" �y (W/MECH CLIPS REQ'D) WITHOUT PRIOR WRITTEN PCRMIS', ON �38"3 BRICK SET B.aCK UNDER1 2 ( - —PRECAST CONCRETE ( �'' - --A7TACff CURTAIN WALL —� WINDOWS. TYP. 1 PANELS ATTACHMENT �y< AS PER MFR REVISIONS: xam � � TO STRLICT BY OTHEPS ,-- � R,EyQMMF„[�DATIONS 1 3/8" O BRICK RECESS t 7/8' rYP, �r — --BATT INSULATION REVISION !TtfJN CLOSINGG D DATE MTI- STUDS W 1 6/26Z2_8 �- / _ cn _ - 5/8" GYP BD J WINDOW SK—L _ �- ,. STOREFRONT 3•�.•_-.0'--��'/'\-� v �`�- �--� �..�..�,._../�_/`�- _._.- -�-�� -BLDG PAPER � WINDOW SILL ------- WINMW SILL z EXTERIOR HM SILL --- _ —GYP SHEATHING Dae t+• PRECAST CONC 3"=1'--0" 1 A�.4 CURTAIN WALL 04 3"=1"-0" A®, -3"-t'-U" °Q° r00 ._ ,------- RECESS BRICK d —. �•✓ �r� �/ /� --FACE OF BRICK • BEYOND I - -" 8" HIGH PEA SET TITLE: GRAVEL --- 024 Or JT ly� I WI N DQWS il_ASHING (8" LAP) \ l/'r \ H N D CUT BRICK - SEALANT PRECAST CONCRETE DOOR /� C •� I ..... / � BACKER ROD �.�--� PANELS ATTACHMENT DETAILS •�"" '`'` /2 ` TO STRUCT BY OTHERS t 6,/26/98 <• � I � '!� -METAL STUDS SEALANT AND STACKER ROD DATE: AN • SFF STF VCT _ F� ... � ., DRAWN BY: t-�fp�C t•t�J I — DEFLECTION CHANNEL TrP. *�,•. -� I ` .._.. ^., � CHECKED B' WA • n- SHEET STOREFRONT GLAZING 1 1/2" SYSTEM, -v -� " Z 4" GYP BD EXTEND f0 ABOVE: • PRECAST CON[--- ' I j 5 . CEILING ON WEST ELEVATION ~} 6 PANI.1, ONLY. EXTEND TO UP ` ` �•� 1 ON NORTH, SOUTH, AND - - �� EAST CL.EVATIONS. Mn STUDS W/ ion NO, —� / BATT INSULATION ( > -'~'"�`'�`'� WINDOW HEAD 298041 "Q WIND�JW SIf�.L -. .�__._.____•. — Ae,4 ._ ---_____w_.W.______ -7,7,77 „...,, �:_�. =-.t., 2*57 3.5,.x;. � REVISE[) T.I. PERMIT / CUNSTPIUCTI0N SET" JUNE ._fa, i.� 8 li. . �r .. 18 '39 of JUN 2000 K J • I, ` 'r r t,',- ,� ;''lI�� (a I, :+q°�, 4 x IF IhIS llnlife i111hP81'S CIPIIi•PI' than the ununl, the document is of marginal qunlily. I111CT(111�11T�1� : < £'1�f I`t .li-t1 I i I I I � I I tl I I (IIII III IIII I .I!II �III!If ! I I ! • � �;,,. �1 • '"� ,,,�5,,y !I ;II��► I II+�� ►III � I'II I . . I s — } MAoc w alw► - t I III I I IIIII� VIII 1 � l i i 1 tNc l ,.., .I. - ...:, : ...,. •'�,- 4'Mi. k , a I 111{I �� ' I 111111 1 111 1111 1111.11 II 1 111 1 + - - -„ ..: :.: "ei ?,.f.. •....... {....:� + .,..., II 1,1 i{I III IIII,.!,I,II,..!!.�ilI11NII II,I..I„111111I�IIII:IIIIIII, :,,IIIII....,.IIIII„III,III„ . 1111111 I.Illi, 1 I r It lI,JI,,.11 11!,..111111, I,II.I! I{Ilillli!Itl!II{III u I I III 1 I } II.i ! I I I • I '.i°� "1' 1�' I [ , ,rt ;•.' _. of ,:: ,, ,..: .,. _,a` I^,r:: I i II ( Tn ' A I I ir i , .F ,••,)'. r,,.,.. k:,.;'s , : :'1i 1 'i r' It.i:. '''IE1kY,,>M:A..+Y�. , !'' i ,r. 12 I�r .�,,...z +w '„�4PtaW sw,�,w�Wcm��,�t.rti3kta:,�+ud .�#h+k,lad? k...v.�t+f.f,:�1tw'Y�r��b�dA , �r --•- m U r+ 43 0 a i • .fir ` � ” ! � .. 12 t ---WOOD VENEER PANEUNG ' WOOD VENEER PANELING ! OR WALL COVERING' �-OR WALL COVERING - -- - " AS QCCURS, SEE ELEVATIONS /As OCCURS, SEE ELEVATIONS FOR EXACT LOCATIONS FOR EXACT LOCATIONS WOOD RAIL C 1 _-- WOOD VENEER PANELING 5/8" GYP BD ( � Cm 0 � R .---5/8" GYP RD ) OR WAIL COVERING /" ,•�S OCCURS, SEE ELEVATIONS - WOOD Vt Nc:E:R PANFLI_INC _ � _� ,--,/ / ID L �p u, r FOR EXACT LOCATIONS - -- '._ - 1 '~, NT ELEVS 40 --•-WOOD VENEER PANELING ON CLI! SYSTEM _ _ -- /8" GYP BU \ --f2EVFAL PER I ON CLIP SYSTEM 1/4"" 1` i 0 3t PAINT ENTff�E CAVITY BLACK I CA d - - _ _ IL / " a '° ROUNDED EDGE J4"0, TYP - -MOOD VENEER PANELING �` ! � ON CLIP SYSTEM ---..---WOOD VENEER PANELING 1 7� ON CLIP SYSTEM " TYP 4" 4'TYP ,' 1/4" r - _�_ ---" EDGE Y`a - ` ILL " II o \ VENLE-R EDGES, TYPAMLM - II EDGING l • WOOD BASE )!("x6" SOLID WOOD E C .. N PANELING I A LEER""---WQOD YE EER PA �` / GYP BD +��u� F NIST! HE f' SC.RF_W- . . i,,,.ON Cl.1P SYSTEM � ,,PRE-ORII_L A�D PHOLE1/8" K�RF"'- --5/8" GYP FID ---��----8 8 4650 S.W. MocodomROUNDED r:DGE Xt"0, TYPSuite 22J SEE I�I7_ELE1L_EDRrDIy _.____ * 3/4» CARPET OR STONE: Tlt� EDGES. / •J•-- AS OCCURS EXTEND STONE TYP Portland, Oregon 97?.Ol f - - SOLID WOOD EDGING f \ J ` TILE UNDER BASE-TRIM Phone: (`iO3)299-Ei000 ---'-kOl1NDE0 EDGE }4'a, TYP BASE. AS REQUIRED SCRIB �-� ,� / - FA.X: (503)299-6703 �` �-' _. ��_••_�`-f �� TO FIT �`- --�_�� z _ a WOOD B�l,SE PANELING Q 5 WOOD PANELING JOINT _ ANEL 'STRIPE' a 3 _ WOOC) RAIL f AI� LIN - - a WOO® s 2 WOOD !PANEL STRIPE a __ _ a_ 3"�,'-�" � AB.S AB.S 3"�1�—°" � AB.5 3"c1'—o" AB.S 3"�1'-0" AB.� MTL STUD'i AT \ �.•- SAME SPACING AS WAi_L, 5/8" ma STI:`JS AT \ TYPICAL I I - SA E SPACING AS WALL, \ � TYPICAL I I \ Ll /8" GYP BD • + �• w + + - -;0" MT„ RUNNER TRACK. CTUDS ' I+ + —___--- + % ° I " \ I I �-- -'Jr SAHEBS ACING T SSS WALL, -WOOD VENEER PANELING 10�-Q AFF �--_ TYPICAL ON CLIP SYSTEM WOOD EDGING USP ACCOUSTIG CLG + , -- --+ *i '.d I I — / II I s 1 - A STUDS W 4 - f 9'-0 " AFF \ #10 SCREWS AT WALL I � KPFF TUBAL FN�GWON INEERING� ( ` 16 GA STUD W 4) #10 SCREWS AT WALL --- + + U ACCOUSTIC CLG I Y --R OUNDED EDGE 34"0. TYP 1 i 1 t SW Fifth Ave. ___. SEE SHEET A7.1 FOR Suite 25J0 * + + �" ,'-� -V_, + + + / —c I t I HANDRAIL do CURB ----- Portland, Oregon 97204 + ; 1 -- -� �i-8=8 AFF + `t _'ISP GYP CLG ASSEMBLY CONSTRUCTION - ----` 1 9' 0 AFF Fax:n�•503�j022�-2-79(i�751 --- GYP ZRD TYP ! VARIES - " Gam' BD TYP yyppp VENEER PANELING t�ECH/ELECT�IGAL CNGINEFRI�'G IVARIES _I , ON CLIP SYSTEM --___ _-------_-_-_-___ SEE ECTED CLG PLAN - , M DS SEE REFLECTED CLG PLAN _-- ---- - ___ -_ 3 TL STU I �nl I. 6542F� 16 GA STUDS W `''4 + + I s ! ---- #10 SCREWS AT ALL + I' --- -5 8" GYP ESD 6542 SE Oregon Road I I I I k� � ,_SECOND FZOOf� � / Mllwaukie, Oregon 97'!22 Phone: (503) 659-6'394 I I —16 GA STUD W 4 Fax: (503) 653--9029 I - --._...VARIES - 8 X110 SCREWS A� WALL —_ ' ✓�J 4 I II I SEE REFLECTED CLG PLAN � � - � --- �"�-�~ LANDSCAPE TS, SEE STRUCr Maws WALL PER PLANS 1bALL PER PLANS WALL PER PLAIDS --- --- " GYP BD TY^ ! ---3,%- MTL STUDS SUSP 800 NW 6th AVE.. - - - _-_ �,---- I ' - FROM BOT OF MTI_ DECK �2 W��� ��ANL�••�INVY JOINT Z Suits 327 OR 9720•) '--_ C //�"�' �/ I -�1�% _ - - a Portland, r SOFFIT CONFERENCE ���" _ B SOFFIT AT L.LE A 1 OR ®B® i I I AB.J 3"=1 -0" 'hone: (503) 222-Ei612 SOI~EIT AT CONFERENCE RM 7 SO �/ -- --- 1 1/2"=,'_p" A8.5 SEE REFLECTED CEILING PLANS F09 SOFFIT HEIGHT 1 i/2"-1'-0" ,� SEE REFL.1<CfEp CEILING PLANS FOR SOFFIT HEIGHT 1 1/2"=1' 0" " GYP BD TYP Fox; (503) 222-x:28:: AB,5 I I 3/4" WD PANELLING, TYP. A TTACH W/ PANEL CLIPS, Project BLOCK AS REO"D I I I - InMot.c' " I I ATE ---I - ) " MTL STUDS, TYP -✓'v'"�r� \��'�/-�/'u-� PARK GYP BD SOFFITBLIDW SA E SPACING p.5 WALL, -- _ �� -- -3 5/8" MTL STUDS AT I + + u + + 6 GA STUD W/ (4) " _ 1 "�1/4" REVEAL -1 ----3 MTL STUDS SUSP TYPICAL I T #10 SCREWS ✓ - - - '—� FROM BOT OF MTL- DECK I I ---- \ 1 =_ r — — ___Ii_— ! ! --16 GA STUD Wl 2 I —16 GA STUD IN/ 2) /Jar- - ROUNDED EDGE )�"� #10 SCREWS EAN� #10 SCREWS AT AiL 3/4" WD PANEL SOFFIT __-- - I : W . _._. _ _•- _a_. t PLYWOOD BACKING / —�qUD WOOD CASING49 i ( fv �+ +.I — --- --- --- w. 16 GA STUD W 4 / . .. - 10 SCREWS mmmm: �j' -- -- + + ,o -SUSP ACC'OUSTIC CLG I # / - GYP BD + ACCgU�IlC CLGOF - + / -- 1 r_ - - - - - - -- - - 0 MTL RUNNER TRACK I - _= t °I W SONGI __..___ _ -ROUNDED EDGE 34"0 THESE DRAW NGS ARE T�'.F�'Itr!<g0TY f 4 WD PANEL 0" MTL RUNNIER TRACK / PLYWOOD BACKING I ( O L RIGHTS RE.�R'VCt II II MTL. STUDS LINE OF RAIL 1/4" REVEAL GROIIF MACKENZIE AND ARE K 7f., N4' ° O " ' USED OR REPRODUCtO IN l:.u' APPICP. BELOW SEE 31A8.5 1 I _ DOUBLE MTL STUDS ---------' T6 GA STUD W/ (4) - -- -� REVISIONS ;�; -------16 GA STUD W/ (4) - '�' .___ - 9' 0 WITHOUT PRIOR WRtT f + + #,q SCREWS � - - _ .• .. .. . .. .. '_ -- - - . -- - --'� �— " AFF WALL PER PLANS c- WALL _-..----_ #10 SCREWS _ � 1'-0" 6" 6" Ct _ I 8" i " " GYP SD TYP I -_ - - -- -- --- - �._ -. GYP B0 TYP I I ' .--_ 1 X10 8-- — CX-U;'JNG DAIS ---'- Y Y - -`j(i" GYP BD SOFFIT i� _r 6/26/98 — h?_. �����, CONSTRUCTION 1S _ - WALL PER PLANS --- 16 GA STUD W/ (2) I -_--,USP GYP CLG ASSEMBLY SYl itTRICAL ABOUT #ip SCREWS A11 WALL � SOFFIT _ ,, I ___�,______.__ -+--,-•-1--- ____ SOFFIT AT CURVE:D FLOOR EDGE — � WOOD CASING q -�-• g SOFFIT AT LOBBY _ SOFFIT AT LOBBY - -- AB.� — A&5 SEE REFLECTED CEILING PLANS FOR SOFFIT HEIGHT 1 1/2"=i'-O" (48.5) i ---- _-+--• SHEET nn.F�' I �. k�! , D ETAI !_S X.r PAINTED GYP BD f A'. 1/4" `_,1 112" /4" REVEAL_ AS OCCURS ! OUNDED EDGE }4"0 SOUND ATTENTUATION - 1 t AA.S AS OCCURS �-LINE OF PAINTED a/zs/qe DOUBLE STUDS GYP BD SOFFIT • OLID WOOD CASING WOOD RAIL--� TYP BELOW, TYP � ..a AT JAMB, r;L . �.-. rl-f_vn rOFr JAMFJ = DOOR FRAME ---—WOOD VENEER PANELING DATE: 4/26/98 ON Cl_11 SYSTEM DRAWI.1 BY: BSR (/8" GYP 13DJ v CHECKED BY:PPA LMF 1 ROUNDED EDGE }4"0 1 " '� " I � �`+lr_•_._.--------WOOD VENEER PANELING' SHE 'r WALL- -WOOD VENEER 1/4" REVIIAi.. _ 1 " " f " 1 , SIM CONDITION WOOD NG AT WOOD VENEER " OR WALL COVERING I PANELING ON PANELING ON ��I OCG1R5, SEE ELEVATIONS ,'' PANELING CLIP SYSI EM CLIP SYSTEM -- —DOUBLE MTL STUDS -WOOD TRIM - WOOD VENEER PANELING LINE OF CHAIR- �" —VENEER EDGE, TYF' k. --L_INE OF RAIL. ADOVIF ON CLIP SYSTEM -- WOOD RAIL BELOW 1 _- ._._ RAIL ABOVE CHAMFER AT JAMBS WOOD VENEER PANELING A8 * 5 SEE 13/A$•5� ON CLIP SYSTEM FOR ADDITIONAL INFO rte, � _. . N _ (rn OR JAMB z \` OR JAMES �ANELIN _ _-- LEVATOR b ( n z CNAOC.� CASING w PANELING ANELrNG CORNER W/ TRIM ------ 1 1 i,2" ,' �t� N0' 298041 - - --- c -�I 3"w1'--0" ap. /� low CONSTRUCTION SET J l N;�M '7 REVISED T.I. PERMIT ! ��=0 . 1 ��, 1 - 1,Ige T9 of S7 L.,. J. t If this notice al,pears clearer than the JUN 0 2 2000 unnnl, IIIc documenl is of markinal ynalily ' lllll'f(1�III1ICCI • ! !! I I I'I I I I III I ( f r`l .+`hl i I (1 I I t ! { i1 i t I�III,I I I{iill! I{I{I{I I ;IIIIIfjI�Ilt I !I!IIII 1�IIIIIiIII{II�,II') I I i I � 11' IIT ' 'I I I I !; ;'I i I� -- I INCH ' M11f1�ql a111N I I I !I! Ill!!!IIIII11l{IINIIrIlllllln!!I slllt I,I III IIIc!111!!til!II!!!!!IlIL'!:!:!II11!!llfllllHfllfllEll iliiiwi!li;,:,!Ill�'!:1!Illl�!1!':'1I11C;1!I!III'. '!111;1{iilll{ill;l!1111!{11 I �4 • ' rr t 9 { i+ -t•` d � v z ai , ,_.. .:'ki:aW,�'tRid"vti�'iWS:G:::vi{"✓i',. wkxe,.±f','a9f id.F$ Gk ,a �1 ti • _ .� U -_—SEE STRUCTURAL L8x4x3/8x1'- O" --- L'OR SUPPORT 1X- FURRING STUDS r o• ' u' �" ` Y `— —ACOUSTIC SEALANT' EACH ---- WF COL UM J, 'SEE STRUCT. r 1 SIDE OF TRACK TYP FURRING STUDS STRUCTURE ABOVE GEN CONTRACTOR SHALL '' _ --}z" TEMPERED GEAR 'r C"D!NA'W_ ftoo Sr'ACING, / GLASS EMBED Ed's AND SUPPORT FRAME WORK P.EOLI.r2ED WITH � C? OPERABLE W,11 MFG _ I �� c: O va il ! IV--3" SOUND ATTF?JUA'ffON f � � u r '•''�cry ter--}�" TEMPERED GLAZING /.-------POLISHED CHROME Ita the :3- is ZZ SEE ELEVATION FOR FINISH CHANNEL_ o y - - - 1— II If c I I / �� C✓ ..�: r —CEILING A5 OCCI.,RS RESILIENT SPACER i I / ATTACHMENT { II l� ��•1 -T 1/8r _ _ ____�.- -----FLOOR FINISH I I �`1•�-•�„ -- SEE PLAN FOR WAIL TYPEff I I ! JL -- W10x12 O 4"-CT„ CTC ! - GYP gD CLEAR STRUCTURAL.- PARTI1ION WALL ( I I ( I SILICON AT BUTT -`, �� _ r4 _ - -4 h JOINT Suite 22r. SUPPORT HY11 FLOOR TRUSS W ADD'L-____-- 465?J S.W. Nlt cod�'m Avenue 01 HERS ILL -_ ._1_U LOAD EA SIP- UP - ------HARDWARE BY MFR. Phone: Oregon 97201 � PARTITION WALL PER PI AN Phone: (x03)299'-80U� FAX: (503)299-6703 '`r- "' FURRING AT C+OLUMiN - 4 LAS SE&`%I�E� __._.____._____. _ 5 �iLL. DETAIL AT �E L _ OPERABLE WALL SUPPOU :� OF &H-RABLE WALL HEAD _µ J � _.� _____ _ -__-- - � FuII Siz® � A8.8 N.T.S. � Q �}�' 1' -D` " A8.8 1IV=I o" z A8.8 ® L3u7r JOINT � 3 A8.8 ;1 I ( I t ; \ \ ! PROVIDE 13RACING AT COVE LIGHTING SOFFIT O 4'-0" OC. \\ \ I SEE 8/A8.10 FOR SOFFIT i STRUCTURAL ENGINEERING DETAIL. �\ ✓ .' 111 SW Fifth Ave. --PROVIDE 3 1/2" x 20 GA Suite 2500 BRACE 0 4'-0" O.C. Portland, Oregon 972('4 Phone: (503)227-3251 +j/ + 6` 20 GA METAL STUDS 0 16" OC, ox: (503)227-7980 SECURED TO STRUCTURE ABODE. ttLCH/[LEGTi71CAL ENGINEERING HTERFACE ENGNEERFA WC. �_-- 6542 SE Lake Road GYPSUM BOARD M!Iwaukie, Oregon 417222 Phone: (503) 659--6394 GLAZING CHANNEL Fax: (503) 659-9029 LANDSCAPE —} TEMPERED GLASS --- -- SEE ELEVATION 800 NW C 6th AYE. EC iD DETAIL I Su!' 327 z Portland. OR 9'?209 8 N.7.�. Phone: (5031 222-:5672 AMB SIMILAR J Fax: (50:3) 222-2:.83 -� Project TRVNGLE- CORf'OWE PAW 8_lW 1 R OREGON 0 : Q� GROUP MACKEN& 1998 ALL RIGHTS RESERVED THE1F. DRAWINGw ARE THE PRXERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNCR, WITHOUT PR;OR WRITTEN P"ISSWN RF_ASIONS: REVISION Et"D111011 CL.OSM DATE SHEET TITLE: WINDOWS AND DOOR DETAILS � RA1 A8.6 6/2b�9A DAIS: DRAIYN BY: Gt�W CHECKED BY: WA SHEET rAA 8 . 6 JOB NO , 298041 -n= n3o , 9 , :: RE VIED T.I. PERMIT / CotZ RUCTION BLT JUNE "'16, 0 i' P R-0191 kv` If Rlii; notice -ppe:u-s clearer than the JIM 0 220 u of nrolilrnec ment, the document is rg - q .11ily. 'll II ILL (11i lig lll�ll�► II1�.1111�1,111 I TTiT,f� III ! I I I I I , I , I i i I Il _ i CH MAf NL1NM t , ., �. it � �. � (Eifllil-1 Lil�111111llh!I It r; 1 C;!II;(i;ll!;II ;IIII;;i�-11�1111C—! lose- s _ J .r ., pRIMi V,4,1"� ultl , a 8 �;:.....: .:. . ..: 4• dI � 4'�lukul•:,t.�. "'idnh ,.. ,..,, r :.. ; e w , . :a�wulr�+t�4.'l�wc�r.�•ars�ia'J�IPa� . ,. :. 3kiaY�ritac .,_.s. s' ,Ta► M .. r.... , -a, ,.. +-,., "• �.. .- :.+:,. -. ; , "ORW ,raga. .,.,."�T,r,. ......:. RTiK, "$.;Y}s .. 'tea ;:� .. ,.. ,..,.a�!�" a ,•I .r+•r r. ✓ �.', ' ..� .' Rk�+.` ,F" �H,.., •. � Y�r (... - � - 1 t. � n� X..,5�d6iG.:':k , 7 lilt r 7 V GENERAL NOTES CD A. FIELD VERIFY ALL ROUGH OP_NING DIMENSIONS. YSYN.,. ,�r��tits�.� •!�`d.'i�. .---.. �:..._ ._.__ __.._.._ �-. ..._.mow-.- _..�_...__. ._ .—._ - B. TEfvIPERE0 GLAZING AS REQUIRED BY CODE Ln ulCmz y.- H to M trI' Y . U 0 a OOtt Do - CEJ r; _ aLASS SGHC)tJl.l..l O IME. 2 ST ELEV TYP. - -�--`- O INSULATED GLAZING EAST ECFV TYP, 44650 S.W. ;iocodam Avar,ue: Suite ?.20 i � � 'n C2) Partlond INSULATED (SPANDREL) GLAZING r Oin 97201 Phone: (503)299-6000 FAX: (503)299-6703 ,r O WEST ELEV TYP. � �� � 3 j 3 ACOUSTICAL (LAMINATED) INSULATED GLAZING J ____J ___.'-_ __..-� 4 ACOUSTICAL, (LAMINATED) INSULATED SPANDREL GLAZING O CAST L:LEV TYP. ' to to tV Zv FF 5TH -�-•-FF 5TH , •t- 284'-00 � � -►' 284'-0 i R I :t 1 � -' ----'-- ----Cil 10 r0 I U) I u7 M � 1 a� __ --C-0 STRUCTURAL oaft NEE rp KFFF II N FF 4TH ---—N 11 SW Fifth Ave. FE" 4TH - ._ �.___. +27x1-6..A�.-. Suite 2500 �' 770,_6 ,l Portland, Oregon 97204 Phone: (503)227-3251 Fax: (503)227-75180 --- - - MECH/ELECTRICAL ENGINI FRIN-0 65�42�SE�Loke Road . t° , Miiwoukle, Oregon 97224: tO i !2I 1 Phone: (503) 659-6394 to Fax: (503) 659-902.9 to j _ LANDSCAPE Mows Q0 - 800 NW 6th AVE. Suite 327 lI _N Portland, OR 97209 N FT: 3RD --- -c� 12'-0" _ FF 3RD -7- . _ phone: (503) 2L? 5612 . , � � FIELD VERIFY Fax: (503) 222-2283 + 257'-1)m 11-6w 5'-0 0 4'-0w ��'—s" r_. _ _• Project 1 I T 1 rff!'1 NOLE PARK M I I I o BIJLDWO■ u� FF 2ND _ I '"""� •.. y. + 243'-S' •1, `��.,.` 2,x.0• /'/1 L2'-0 EQ - _ _�__. -.,�--• �1/4"=1'--Ori 43'—aw I © GA(NJP MACKENZIE RESERVED ALL S ARE RESER4F� — i :�—_ _.__—_. _ GROUP MACKENZIE AND ARE NOT TO OE FIELD VERIFY 10'-6w TKESE DRAWINGS ARE THE PROPERTY (N' ' FIELD VERIFY USED OR REPRODUCED IN ANY MANNER, " W TROUT PRK)R WRITTEN PcRMISSION REVISIONS. 40 to f I- RFV 909 COITION CLOSING DATE ,o,/f � , _— 1 X 6/26/98 — 10 EQ _. C, 9 30-0 FIELD VERIFY fi pa r + SHEET TITLE: WINDOW tv 1 M a {gF� F'r'•t :�e'Stllsfl �� i� .� E w r M SCHEDULES 5,-0" _FIELD VERIFY 80-001 Sr 4a—0r 5r-0r -- ' -FIELD VERIFY5r-0r — FIELD VERIFY FIELD VERIFY t _6^- 3'-6 a 1a, I4y "'}"`^r � 1'-6" 5'-0" EQ — _EO- - '-----'— ip aIt )' , O WEST ELEV TYP. C2 ) - ,..,ki�� .r,t• r DATE: 3/18/98 r - ,, 2 O WEST ELEV IYP. (2 ) a .•�,g� s,a ', O WEST ELEV TY. . �� /� Q� EAST ELEV TYP, C4 I JJ to I ip I �� 1 `3 DRAWN BY: CMV.-- /(��. 1P, O EAST CLEV TYP. 4 �1 Wt° ° O EAST' rLEV TYP. t�o ' 0 I I CHECKED BY:PPA O WEST ELETYP. w [ to T"' � " a C SHEET O EAST ELEV TPO WEST ELEV 'fY1'.WEST ELEV TYP. -a _ — 1� �./ O -A,r ELEV a P. 3 O EA,,�1 ELEV TYP, cr- t � - Y t A9 . 1 " ``/r ,_/4*-1 0-Ow i. A ._ _._„_..._..__–._, --- ` ..J 7/�4 as1r..,.O• & 174 r� __Ow ^^ M l•� NO. 298041 Ili iI a-111y1 REVISE[ T.I. PERMIT / CONSTRUCTION SET: JUNE 26, 8 � (`age,11 n1 ST " 2000 ., If !his notice rmpears cle;lrer ll►:ul he �.: y��� qq L �':•:�� umcnl, the dornnlcnl is of nl;ll•I;inq ;11 ulllily, I1lIC1'tI�I�Il1C(� ` j��� 1 I�il i I .I t I � i � j il'11111j1�ijf(I� <j �•il ,*i ► I l�� ,Ijij � j:, � i�� � I�� � � � � , � , � I wk IPI C"I"A - pq- -7- - `�- Irlll,II, �1 r �, 'J'' ' ,• �)�.I�{,���.���. i,• '.�.�ii�!! �''!i 1: li Mill I IIII � i I11' 1 11 1 Ella d!UI I lit iii i IIt ,:,,;II 11111,..:nl I' � ,. If Ilial I',,IIII i 131 • „�., M7 �! w. .Yvw w� ,, fv ,,: y• .SIC n I , P •. F N 1 , ,... 't.-:.,. L* :'.r e -,n:.w. ..r"pF 1 ::.• 1 l 1 y "! "A � :...t'C., VM L.. x.:1- •T' :,1.: I'.:- p:l , t d t a .-. .. ,. ,:. J. I.. -. �.. •..,-:-r, �. � '� ( 1. .. „ .. ....., I ,.:., 8 �.l rl'Lha� `II, ,. ,'�•I� I 1' p i .. ,., •,.. '.-. „ ,.. -:, ',1 .... :. i.: ,,W_-:. '.il..l• Ys::a•.' .., x :,y_r'Ih'4n,M A :• .,�' _ .,. .:..i A Y:,.... _,I .,Me`, n...' 1f.,Y' ,•. .-.. , ,r<, ff :if, �,.,�,.. M.v+- . , �xry F , I a o- L 1 GENERAL NOTES A. FIEF VERIFY ALL ROUGH OPENING DIMENSIONS. ' F FF 3RD 1 D. TEMPERED GLAZING AS REQUIRED BY CODE (SECTION 2-4)6, UBC) i= 1 d 0. n ,n r cr __ - m ! 0�" "� _ C. STOREFRONT DOORS TO HAVE INSULATED GLAZING a� t 3 MR -a�l C b Ur 0- `- CLASS SCHEDULE INSULATED GLAZING 1 !NG 4650 S."/. Moc:odarr Avenue I pa Cl FF 2ND Suite 220 INSULATED (SPANDREL) GLAZING _ Portland, aregon 97201 FF ?ND _ ___-- ____ — __ + 24,•3''-6 -- O to Phoney: (503)299-60M r S L FAX: (503'299--67'03 - �� to _ 03 ACOUSTICAL (LAMINATED) INSULATED GLAZING rte, (q� ACOUSTICAL (LAMINATED) INSULATED SPANDREL GLAZING d, 711 y N �t a ty� 7 h. FF 1ST '. " __--- FF 1ST r► , "v , x _ _-- -t- STRUCTURAL ENGINEERING �W COr1�1AIQ�>(�1s'i�l'8 ;t 111 SWAve. "- Suite 2500 I I Po-thnd, Oregon 97204 Phone: (503)227-3251 N • � 1 Imo Fax: (503)227--7980 43 -- - - _ _ ------- 0- 2.-o. ti --------__-_-------______---___------ c►•� FIELD VERIFY I `� ! MECH/EL.ECTRICAL ENGINEERING _ --- -- -- -- - = f \ Milwaukie, Oregon 97222 2'-0" EO 2-0" ED FD _ tyn./ 6542 SE Lake Road �•^Q« -✓" _ ?-..0" `'� �j1 - Ir0" Phor.a: 50� 659-6394�._ —_ -- _ " EO ox 503 659-9029 •. '�'' ' � 30'-0" _____ LANDSCAPE a —� t� ,9 j` D _.�_.__ _..--------- FIELD VERIFY / 'Y 800 NW 6th AVE. Suite 327 Portivna, OR 972(19 1 Phone: (503) 222-5612 Fax: (503) Z22-2283 , V) Project � ..E CORFORATE PARK BULDNO r OF F F G H GROUP MACKENZIt 1998 LaAll RIGHTS RESERVED i>..t , 38'-0THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE, NOT TO BE I ---;-- - -- -- " -- - ' USEO OR REPRODUCED IN ANY MANNER, 30'-0" _ I WITHOUT PRIOR WRITTEN PERMISSION On 5-0 5 0 5-0 'go-on 5-0 5 0 4-0'� REVISIONS- CLOSING t)ATEO -I 1 to i 1 r , ry I Ifs - F , 1 SFtEE•I' TITLE: C4 - at-ON FF 2ND I—= _ _ �— !�'tl !N DOW ` FIELD VERIFY -- f y� p ' 1 00 4#-Ow SCHEDULES r to 2 DATE: 3/1 x/98 LL DRAWN BY: CMV T � , I'• FF 1ST __.—__� �_ � -- N CHCCiCED B'r_PPA .4 SHEET 2A9922 _ e OF ;' f! JOB NO. r 2980141 ' ��vT1--29735 1 . �w F,>~ P o►,µl;> REVISED T.I. PERMIT / CONSTRI�CTIC N :SET: JANE 26, 8 l+11t'ne•�►IQI Il lel' ►.'- I,f 51 ' ,....._ .._ ..J,. 1r Ihis notice appent•a clearer ii►nn the JUN 0 Z 2000 document, the document is nl' 111311inul yu;llily. 11111'f(lj lllllltll -. I �; 1�I�I�lil�l`!I!j!�l�ljijl i IIIII�I�I(1?TTT�i'(��� !� i ��; � � ��;j�ilj�� ! Illi:lllillil !`illlili�l�i;l I lllilfl�lj!II;I I II!jll�ilji�l'Ij;;ijl�l�,l ► ! Mlwc Ix cHlw► r �. ..I II 1111 1111 I 11 111 III III I 1111 , .; IIIJI!illtilli�llll4l t!11 III Il I III 1111 IRjItII!!It!111!!!1IlIIIIHIIlIji!!ul!iJjl,,;;lill;�!!!lIIJILII, ..I111L.IIIII!!Illl ,illl il;l,l,,,lltlllll, .IIIIIIII, II! Fr. I I. w, 1 r ! 3' _ _ _ GENERAL STRUC T1JRAL �._N0'�.EDRAWING INDEXth - i r , .y S IRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCH I TECTURAL AND MECIiAN I CAL A WATER -REDUCING R -REDUCING ADMIXTURE C:ONFORI.;I NG 10 ASTM 0494, USED IN STRICT .ACCORDANCE WITH N� r E S DRAWINGS. THE CONTRACTOR 1S RESPONS1BLE FOR COORDINATING SUCH REQUIREMENTS INTO THE MANUFACTURERS' RECOMMENUA11ONS SHALL. BE INCORPORATED IN CONCRETE DESIGN MIXES. S0 . 1 GENERAL STRUCTURAL THE!R SHOP DRAWINGS AND WORK. A HIGH-RANGE WATER-REDUCING (HRWRy ADMIXTURE CONFORMING TO ASTM 0494, TYPE F OR G. MAY BE USED IN CONCRETE MIXES, PROVIDING THAT THE SLUMP DOES NOT EXCEED 10". AN AIR— Z AND DRAWING INDEX THESE GENF-RAI. NG",S SUPPLEMENT THE PROJECT SPEC I F I CAT I ONS. REFER TO THE PROJECT ENTRAINING AGENT CONFORMING TO ASTM 0260 SHALL. BE USED IN CONCRETE MIXES POR EXTEF I OR � r' SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS HORIZONTAL SURFACES EXPCSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL. BE 5% 9Y VOLUME CODE_RLQL_11 ,TI CONFORM TO THE UN I F ORM BUILDING CODE, 1994 EDITION. AS :MENDED BY IL ,r) , // U N AT r �T A E M ,�N►I� THE STATE OF OREGON. SLEEVES, OPEN i NGS, APPR VE AND OTHER R'STRUCTURAL EU ITEM`, NOT SHOWN ON THE S CON t URAL. Q I� �, �V 1 j j�I � DRAWINGS SHALL. BE APPP,OVE(' BY THE 5Ti2UCTI.:i2AL ENGINEER BEFORE POURING. COND'J I TS F' r- T M RARR Mjj j.QN.1,�: THE STRUCTURE I S DES i GNED TO FUNCTION AS A UNIT UPON EMBEDDED I N SL ABS SHALL NOT BF I AiiGFR 1 N OUTS UE DIMENSION THAN ONE Tti 1 RD OF THE j PLAN THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. II FLOOR SO O R P I S/� N AND/O f ION, 1 +lJr C� AND/'OR SUPPORT ]HAT MAY BE. REQUIRED AS THE RESULT OF THE CONTRACTORS CONSTRUCTION PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE. METHODS AND/OR SEQUENCES. ff,J NFORC t N(j SIEE„;. REINFORCING STEEL SHALL CONFORM TO ASTM A615, INCLUDING S I, GRADE 60, CONTRA:IOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER FOR DEFORMED BARS AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESS F {J) ((1 S2 . 2' (;� (�'� I� �'Lt �) �,R A M I N CJr PLAN THE EFFCCTS OF THERMAL MO',"MENTS OF STRUCTURAL. ELEMENTS DUR I NG THE: CONSTRUCT 1 ON OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706, COLUMN PER IOD. SPIRALS SHALL BE PLAIN OR DEFORMED BARS CONFORMING TO ASTM A615, GRADE: 60. REINFORCING to Q RETAINING WALLS WHICH TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE UPPER SLABS STEEL.. SHALL BE SECURELY TIED IN PLACE WITH #I6 ANNEALED IRON WIRE. REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED AT THE TOP OF' THE WALL.. BARS IN BEAM'S AND SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE: BLOCKS OR APPROVED � � � X S2 . t� S E C�;C�N D F Ln `'a y �I A ld1 I 1� LSA N METAL CHAIRS, AS SPECIFIED BY THE CRS I MANUAL OF STANDARD PRACTICE, MSP- I. REINFORCING EXIST 1 tjG CO Q. , QDL;. ALL EXISTING COND I T I ONS, D I MENS I ONS AND ELEVAT I ONS SHALL BE FIELD E.LD STEEL SHAi_I BE DETAILED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACT ICE FOR VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES DETAILING REINFORCED CONCRETE STRUCTURES," ACI 315. SHOP DRAWINGS SHALL INCLUDE ►i 1� U. FROM CONDITIONS SHOWN ON THE DRAWINGS. ELEVATIONS OF ALL. BEAMS AND COLUMNS SHOWING BAR LOCATIONS. LAP ALL REINFORCING BARS PER � � r , r _� Iia i 1 1<, THE LAP SPLICE SCHEDULE ON DRAWING •S0.I•, WITH A MINIMUM LAP OF 18", EXCEPT AS NOTED. --.-- . /� T�i.I r L j> � J(� i � C� � �1 1 11 FLOOR O R p�j_W_QI TER EA, DESIGN WAS BASED ON THE STRENGTH AND DEFLEC1 1 ON CRITERIA I A OF THE 1994 UF('HAN I CAL SPLICES NOTED ON THE PLANS SHALL BE DAYTON BAR-GRIP SPL 1 CES OR APPROVED WITH A � j i 1 R D O �✓ UNIFORM BUILDING CODE. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ,'I`RENT ICBO APPROVAL REPORT. 1 NT J P LA A T ALLOWI',BLES WERE USED FOR DESIGN, WITH L1VE LOADS REDUCED PER UBC: 1 1'� REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: ROOF 25 PSF L.L_ (SNOW DRIFT AS SHOWN ON PIANS) LL FLOORS: VSE OAR OFFICES 100 PSF L.L. (INCLUDING PARTITIONS) ��T �� T l T I�� CORRIDORS, STAIRS I U() PSF L.L. cLAB BARS 1 2%w a ca ROOF i Y' AMI 1� G +F-'_1 aAl� FILE STORAGE 250 PSF L..L, 'NALL BARS: INTERIOR FACES 3/4" ALLOWABLE SOIL BEARING PRESSURE 2500 ® PSF PER SOILS REPORT BY UEO RESIGN, DATED MARCH 2, 1998) EXPOSED TO EARTH OR WEATHER 1-- 1/2" 5 AND SMALLER) RETAINING WALLS -- RESTRAINED 55 PCF �EQU I VALENT FLUID PRESSURE) 211 � 6 AND LARGER) � 1INRF;TRAINED 40 PCF FOOTING BARS 3" Q 53 . 1 MPH EXPOSLJRF B Bf-%,ACED AND MOMENT FRAME WIND 80 EARTHQUAKE D S 1 GN WAS BASED UPON THE FOLLOW I NG Z = 0.30, 1 = 1.0, C = (AS CALCULATED) CONCRE_ TE 18�A���QF3QII�Q (UNLCtiS OTHERWISE NOTED): FT EV ATI O N S Rw = 8 (FOR BRACED FRAMES) Rw =� 12 (FOR MOMENT FRAMES) �1(.AL1...It�Lt'rK1�E.S5 j�gj y.QI�TAL BARS VERT 1 C L.a� L4C.A.I1QI`1 -j,u�Y:. SHOP DRAW I NGS SHALL. BE SUBMITTED TO THE STRUCTURAL ENG!NEER PRIOR TO FABRICATION AND 6" #4 O (6" O.C. #a �F 16" O.C. O CL OF WALL S3 . 16-2 `� ELEVATION' ,T CONSTRUCTION NE:,ARD I NG ALL. STRUCTURAL i TEMS INCLUDING THE FOLLOWING. 8" #4 O 12" O.C. + O !6" O.C. OCL OF WALL CC � WALL L r^� n C� 10" #4, O 18" O.C. #4 Q4 18" O.G. O EACH FACE e.� • %-s r� A LL E LE VA 1 I`J N S CONCRETE MIX DESIGNS, CGiJCRETE REINFORCEMENT (INCLUDING MILL TEST REPORTS), EMBEt.jFjj.i) STEEL TEMS, STRUCTURAL STEEL (INCLUDING MILL TEST' REPORTS), STEEL DECK, AND STEEL STUDS. AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF TWO #5 BARS OVER, UNDER AND AT THE SIDES, (� 7 ELEVATION m IF THE SHOP DRAWINGS DIFFER I-ROM, OR ADD TO THE DESIGN OF THE STRUCTURAL. DRAWINGS, THEY OF THE OPENINGS. EXTEND THESE 'BARS LAP DISTANCE OR A MINIMUM OF 24" PAST THE OPENING. (� . �� 'r r A( ( L L�V A I N SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REG i STEREO 1 N THE STATE of 4'-0 PROVIDE ONE #5 FOR SINGLE-LAYER EACH REINFORCING AND TWO #5 FOR f OUBI.E-LAYER REINFORCING, J 1UL 4'-0" LONG, DIAGONALLY AT EACH CORNER OF ALL OPENINGS. REFER TO TYPICAL DETAILS FOR �•(3 , ►� OkLGON. ANY CHANGES TO THE STRUCTURAL ORAWiNGS SHALL BE SUBMITTED TO THE ARCHITECT DISPOSITION OF CORNER BARS AND BARS IN SMALL WALL SECTIONS. SLAB BARS SHALL BE HOOKED f!! AND ARE 5UBJEC'f 10 REVIEW AND ACCEPTANCE OF THE ENGINEER. INTO WALLS, OR HOOKED DOWELS SHALL BE PROVIDED 10 MATCP SLAB REINFORCING. PROVIDE TWO #4, DE-MGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS F"rk THE DESIGN AND FABRICATION OF ITEMS 4'-0" LONG DIAGONALLY AT EACH RE--ENTRANT CORNER IN SLABS. PROVIDE HOOKED DOWELS FROM (1 S50 1 (,0I C I FE DETAILS THAT *,%L DESIGNED BY OTHERS, INCLUDING, WINDOW WALL, AND ALL OTHER GLAZING SYSTEMS SHALL FOOTINGS TO MATCH VERTICAL WALL REINFORCING. t1 BETHE SEAL. AND SIGNATURE OF THE STRUCTURAL ENGINE'-R RE-GISTEI2ET IN THE STATE OR NCRETL_,\CCESSQj21E5;. HEADED SHEAR STUDS SHALL BE NELSON HEADEF• ANCHORS WITH FLUXED OREGON, AND SHALL BE SUBMITTED TO THE STRUCTURAL ENGINE ER PRIOR 710 F�AARICATION. CALCULATIONS SHALL ENDS OR APPROVED. D! FORMED BAR ANCHORS (DBA) SHALL BE NELSON, TYPE 02L, OR APPROVED. BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE', CONSIDERING LOCALI7LD EFFECTS ON STUDS AND DBA SHALL BE AUTOMATICALLY END-WELDED WITH THE MANUFACTURER'S STANDARD n Z r ti t .I STRUCTIIRAL ELEMEATS INDUCED BY THE CONNECTION LOADS, DESIGN SHALL BE BASED ON THE EQUIPMENT IN ACCORDANCE WITH THEIR RECOMMENDATIONS. l! C,DNCR�,TE DETAILS REQUIP.EMENTS OF THE 1994 UEC WITH THE FOLLOWING' �! EARTHQUAKE ZONE 3 EXPANSION BOLTS SHALL BE: HILTI KWIK BOLT-11 CR APPROVED WITH EQUIVALENT ICBO ALLOWABLE WIND ZONE 80 MPH, EXPOSURE 8 TENSION AND SHEAR VALUES. Com~ THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, PLUMBING, AND PER'�ANENTLY EXPOSED EMBEDDED PLATES AND ANGLES S:BALL BE HOT-DIPPED, GALVANIZED AFTER 1� 1 S T E L L D E'TA I L�7 FABRICATION, UNLESS OTHERWISE NOTED. NO LOADS OR %YELL ti SHALL BE PLACED ON EMBEDDED PLATES O ELECTRICAL EQUIPMENT, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY C11NNECTIONS TO STRUCTURE NOT CONFORMING TO SHEET WEIAL AND AIR CONDITIONING OR ANGLES FOR A MINIMUM OF' 7 DAYS AFTER CAST IAG. (J/ CONTRACTORS NATIONAL ASSOCIATION (SMACNA), OR SPECIFICALLY DETAILED ON THE MECHAN'CAL_ WHERE NEW CONCRETE !S PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE 1•!- E, 1 ENGINEER'S DRA'NINGS, SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF SHOULD BE CLEANED ANROUGHEN-D TO A MINIMUM 1,14" AMHLITUDE. S6 . 21,E F C DESTAIL OREGON, AND SHALL BE' SUB►:t T T ED TO THE ARCHITECT PRIOR TO FABRICATION. i EPDXY ADHESIVE- EPDXY ADHESIVE SHALL CONFORM 10 ASTM C881 AND SHALT_ BE A TWO -COMPONENT, Z FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTPaCTOR THAT D I FF'E+� FROIA, OR ADD TO TNF_ STRUCTURAL DRAWINGS SHALL BEAR THE SEAL- AND SICNATURE OF A STRUCIURAL ENGINEER LIQUID EPDXY WITH NON--SAG CONSISTENCY AND A LJNG POT LIFE, AND SHALL BE SUITABLE FOR USE ON _ '� REGISTERED IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO DRY OR D,,MP SURFACES. MINIMUM SLANT SHEAR STRENGTH SHALL BE 5,000 PSI, AND MINIMUM TENSILE JS T L L, DETAILS CONSTRUCTION. STRENGTH SHALL BE 4,000 PSI. HOLE SIZES AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH z 1t THE APPROVED ICBO REQUIREMENTS. SPECIAL INSPECTION PROGRAM STRUCTURAL STEEL SHALL BE ASTM A36 FOR PLATES & ANGLES ,;ND ASTM A36 /50 l C� L� DETAILS F TT ESTABLISHED PER 1994UBCSECT1ON 106, 108 & CHAPTER 17MIN. v a •4 S T E��L iJ L' I'A I la �p - - DUAL CERT I F 1 ED F<< y50 I) AS x5 A GRADE 50 FOR ALL pT HER SHAPES. TUBES SHALL E . QCT' � , � '�Elalsr ASTM A50C, GRADE B (Fy = 46 KSI) DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE' 'JV I TH g THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". �- i BOLTS SHALL CONFORM TO THE ASTM SPECIFICATION FOR A325 OR A490, HIGH STRENGTH BOLTS. WELDING SHALL ! - rONFURM TO THE AWS CODES FOR SRC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDS i --- - y- -- SHALL BE MADE USING E70XX ELECTRODES AND SHALL Li 3/16" MINIMUM UNLESS OTHERW!SE NO D. C. _ WELDING SHALL BE BY AWS CF.ZTIFIED WELDEP.S. PREQUALIFIED WELDING PROCEDURES ARE TO BE x _ "-` USED, UNLESS AWS QUAL I F i CAT ION IS SUBMITTED TO THE STRUCTURAL ENGINEER PRIOR TO FABRICATION. TS I INAND COLUMN�k. THE ELECTRODES USED IN WELDING _ SHALL BE LOW HYP;ROGEN ELECTRODES. THE WELDING FILLER MATERIAL SHALL HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS VALUE OF 20FT-LB AT A TEMPERATURE OF 0 DEGREES FAHRENHEIT. x WELD I NG OF CONT I NU I TY PLATES AT MOMENT FRAME BEA..►.! TO COLUMN SHALL COMPLY WITH -rr-T7f I. . _- I THIS REQUIREMENT. THE FILLER METAL SHALL BE TESTED ACCORDING TO THE AWS A5 FILLER METAL LL 1 --- - - SPECIFICATION. WHERE CONNECTIONS ARE BEING MADE TO SHAPES IN GROUP 3 (WITH FLANGES 1 1/2" Q I w" _ OR THICKER, GROUP 4 AND GROUP 5 THE PARENT MATERIAL SHALL HAVE A. MINIMUM CHARPY V-NOTCH �^-- __- ` - TOUGHNESS CF [OFT-L-BS AT 70 DEGREES FAHRENHEIT. ALL BACK UP BARS AND RUN OFFTABS SHALL BE REMOVED FROM THE BOTTOM FLANGE AND WELD BACK GOUGED. FILL GOUGED REGION AND FINISH WITH q, F I"LET WELD. yj�,QlNQ_F R E 1_fRAM, ELECTRODES USE IN WELDING BRACED FRAME MEMBERS SHALL BE LOW to 11) + P 40 �^���- _ " HYDROGEN E:I_FCTRODES. THE WELDING FILLER MATERIAL SHALL. HAVE MINIMUM CHARPY V-N UTCH i + 11 39 �gF s-- -- - -•.33 F'SF •, _� � .___._ _� TOUGHNESS VALUE OF 20 FT-LBS AT A TEMPERATURE OF" 0 DEGREES FAHRENHEIT. ! 1'IF UNIT --25 F-*5F- I UNI i r ► ELEVATOR Y 9'-b" ____ _ ��� SIEE.1.._QGs�S:. STEP- FLOOR DECK SHALL BE A COMPOSITE TYPE WITH R!BS AT 12" O.C., OF THE SIZEb. U AND GALE SriOWN ON HE PLANS. STEEL ROOF DEC✓. SHALL BE i-1,12" TYPE B STEEL I 1tiNCLt78UR� � DECK SHALL CONFORM 70 ASTM A446, GRADE A. THE GALVANIZED COATING SHALL CONFORM TO ,Q "'FI PSF 1 P8F ASTM A525, G60; G90 WHERE LEFT PERMANENTLY EXPOSED TO WEATHER. is) - 37 p 91 MINIMUM DECK GAGES ARE SHOWN ON PLANS AND ARE: BASED ON 3-SPAN, UNSHORED CONDITIONS, w E'J7^`a, FSIDIfi(} AND M I N I MUM PROPERT i ES AS F OLLOWS: O Q THE I TEMS CHECKED W I TH AN 'X' SHAL L BE 1 NSPECTEp I N ACCORDAN( w I TH DBL' CHAPTT R 17 L�1N1F i l SS�(I N'/FI) w I A� B) A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL. SAMPLING AND TESTING REQUIREMENTS, RFJTR TO THF: MATERIAL SAMPLING AND TEST 1 NG Z tx I Q� SECTION, THE PROJECT SPEC IF I CAT I ONS AND THE SPEC I F 1 C GENERAL NOTES SECT I ONS. THE FLOOR DECK: ' TESTING AGENCY SFIAii SENO COPIES OF AI.L STRUCTURAL TESTING AND INSPECTION REPORTS d 1 D;REU.ILY TO THE ARCH I TF.CT, ENGINEER, CONTRACTOR AND BUILDING OFF I C I Al ANY MATER!ALS i-1/2"-20 GAGE 0.2 I.'. 0.234 'Q WHICH FAIL TO MEET THE PA0,CCT SPECIFICATIONS SHALL I MUED I A i EL Y BE BROUGHT TO THE 3"-20 GAGE 0.896 0.534 21F�e� J r ATTENTION OF THE ARCHITECT- SPECIAL INSPECTION TESTING REQUIREMENTS APM.Y EQUALLY TO ALL BID(" DESIGNF'D COMPONENTS. ROOF DECK: (�- �- _ I 2. SPEC 1 AL I NSPECT I ON is NOT REQU I RED FOR WORK PERFORMFD BY AN APPROVED FABRICATOR PER �' 0.234 U Z�. UBC SECTION 1701.7. 1-1/2 -?.0 GAGE 0.213 S CONITINUDUS SPECIAL INSPECTION MEANS THAT THE SPECIAL. INSPECTOR IS ON THE SITE AT Z AL1 TIMFS OBSERVING THE WORN REOUIRING SPECIAL INSPECTION (UAC 1701.6.1). PERIODIC FLOOR DECK WELDING SHALL BE AS r'"OL LOWS: F- 2 w SPEC:A:. INSPECTION MEANS THAT TN„_ SPECIAL INSPECTOR IS ON SITE AT TIME INTFRVALS W V7 Q Q NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIAN(I.. 1/2" EFFECT IVE DIAMETER P;UDLE WELDS AT 12" O.C. AT TRANSVERSE AND PERIMETER 4. AL'. WELDS SHALL BE VISUALLY INSPECTFO. SUPPORTS -1 la 112" EFFECTIVE DIAMETER PUDDLE WE AT 16" O... AT LONG I TUU I NA SUPPORTS p 1 cx - Q 5. /d.i COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY !KO BY USING ANOTHER BUT TON PUNCH OR 1-1/2' TOP OR S i DE SEAM WEI.O AT 36" O.C. aT S I GE LAP CONNECTIONS ''� r,� � w .-`�3 I,. r APPROVED METNOU. p 6 PERIUDIC SPECIAL. INVECTION IS ONLY RE-QUIRED FOR WELDING OF ASTM TA 706 REINFORCING ROOF DECK SHALL BE ATTACHED AS FOLLOWS: � � 0 STEEL NOT GREATER THAN NO. 5 USED FOR EMBEDMENTS, PF.UVIDIM THE MATERIALS. IUAtIFICAT IDNS OF WELDING PROCEDURES ANO WELDERS ARE VERIFIED PRIOR TO THF STARS I/2" EFFECTIVE DIAMETER PUDDLE WELDS O 6" o.c. AT TRANSVERSE AND PERIMETER SUPPORTS. OF WORK; K4100 1C INSPECTIONS ARE MADE OF WOR."( IN PROGRESS: AND A VISUA'. I NSPC_ T I ON OF ALL WELDS I S M;DE PR I OR TO C()IJ�IFT t ON OR F'ft I L71i T O SH I PNF'iT OF SkOP , WELDING 1/2" E F"ECT I VE DIAMETER PUDDLE WELDS O 12" o.c. AT LONG I TUD I NAL SUPPORTS. y� J W STRUCTURAL ENGINEER OF RCORO SHALL OBSERVE CCtNS1 Rt1CT I()fl AT APPROPRIATE PERIODS FOR REF. NEAR DIAGRAM ON 16/56.2 FOR SIDE LAP CONNECTIONS. �• N m ^ N PL ACFMENT OF RE 1 NFORC I NG, STRUCTURAL STEEL ERECTION, WELDING AND PLACING OF BRACE: AND �IEEL�'I STEEL. STUDS SHALL. EJE C-STUDS WITH A MINIMUM YIELD OF 33,000 PSI FOR 18 AND 20 Ci "� "t K '^ RIFT D I A G FOAM MOMENT FRAMES, ALONG WITH OTHER CRITICAL AREAS OF CONSTRUCTION. GAGE, AIrD 5(,000 PSI FOR i4 AND 16 GAGE. STUDS SHALL BE OF THE S 17.E, GAGE, AND SPACING w SNOW D �. � F CODE SHOWN ON THE DRAWINGS. MINIMUM SECTION PROPERTIES SHALL BE AS FOLLOWS. PROVIDE � r 1 -- -- ---- -- - �:91`l fiEIE: CONCRETE WORK HALL CONFORM TO CHAPTER 19 OF THE UNI FORM .;U I LD I NG 9R DG I NG IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ADEQUATE FOR N.T.S. CONCRETE ST2ENGTHS SHALL. BE VERIFIED BY STANDARFT 28-DAY CYLINDER TESTS PER ASTM C39, DEVELOPMENT OF THE. FULL MOMENT CAPACITY OF THE STUDS. FOR i_OACr-BEARING STUDS, TRACK AND SHALL BE `.S FOLLOWS: SHALL BE OVERSIZE TO PROVIDE FULL STUD HEARING. SCREWS SHALL BE ELCO DR I1.-FLEX, H I I_T I PRO KW I K-FLEX, 012 APPROV(:D. A;3.5QLQSF WATER-CEM�NI..._�S1SZfi�L...NlIE LSiHT. I(M'N) S(M I;J) I(M 1 N) 5(M 1 N) NJQN_A.'E=LN_J3A.�NLD 9.t..t3_ENTRAINED SI Q12_ 1ZE 1 lY4 1 L`l3 j� ."�JZE 1114 11I'; 46 F ON GRADE 4" X 16 GAGE 1.07 0.53 4" X 18 GAGE 0.56 0.28 � 3,000 .58 ORFGONN 4,000 .44 .35 A-L USES UNLESS OTHERWISE NOTED 4" X 18 GAGE 0.65 0.42 4" X 20 GAGE 0.43 0.l 1 4" X 20 GAGE 0.66 0.32 6" X 18 GAGE: 1.53 0.51 •• ESTABI.!SH PER ACI 318-89, CHAPTER 5 6" X 16 GAGE 2.81 0.93 6" X 20 GAGE: 1.20 0.40 6" X 18 GAGE 2.22 0.74 HIGHER WATER/CEMENT RATIOS THAN SHUWN ABOVE MAY BE USED fF SUBST AN! IATED IN 6" X 20 GAGE 1.72 0.56 ( ACCORDANCE WITH ACI _,118-89. CHAPTER 5. MINIMUM CEMENT CONTENT PEI: CUE'1 C YARD SHALL ESE + As rOLLQWS: f'�_ajl i!ANJ4_QM_QWLRZ "30_CU0JC-yMQ DRAWN BY. 3,000 470 LBS. JA 1 4,000 550 LBS. JOS NO. E FLYASH CONFORMING TO ASTM 0618 I!NCLI)D I NG TABLE 2A) TYPE F OR TYPE C, MAY BE USED TO REPLACE IJP TO 20% OF THE CEMENT CONTENT, PROVIDED 1HA1 THE MIX STRENGTA IS SUBSTANTIATED BY TESL' DATA. SHEET THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA AS REQUIRED, A ""WWI MINIMUM OF TWO WEEKS PRIOR "O PLACING CONCRETE. u 0'� 41 •s' , C ON fRU G I 1 ON .,1E 29f� . H I'ltge 41 tit' 57 99 yds �evl_mffl_m, If ILII. II' Iikv ;Il11 cm, II,':ucr III;ul Illy JUN 0 2 2009 da+Imcnl, IIIc IInlllnunl i. of nI;IrLinal yu;llil). Illll'IU1!IIIIIL'll �I �9'� I I I'li! i I'I I II I I I I l I I I i I I I T'4i I I I II !I! i!, I i I' i'!'I I Ili " I'III� 'LII lill! I Ittll 11�IIIlIll1!�i i;!Iclilllll III � 17 -In" ;LMADC IN CHINA tT1 SH jlll, . I�I!IIIlIi!IIIII�IIII�IIII�!I!'!II11��1lIIJIIIII!".!Alli!!I II!!�!!!!II'!! 'ai1', •!'!!'!''!!IIIIIIIIilli,il!!IP'II!!I!1!!!!!"'1�111!!!ill!!!I!li!!InIUI I IH......TIL.,. 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J, ,i'�;'Jl�i �qf,h.. c 'S, t r fi .fit.,'re ,�1.�,,. }„ .1�. �" �, , ,,'Mv,'; V•o '} ';' Y :,N},:i.. i �K r "�,i, ,�`; + ,d, i �+ih• � xu,_,o,� A ,.I;�x .,rt i.e; ., bd w y sad `rS� �, 1 �;• !' aYtg�. ice- 1 �Ur 3 a pr" }} s : yp y '. ;.:: '. �r•.,.< .;v:°' ,. , ,+,.',� Y ;:.a '. �,. ., ._"„ t, y,/sr� 'I' :f. t M'' � ±d,r. � WI- '^S'x I,. �. REF. ARCH_ FOF. EXTENT AND PLACEMENT OF �-t . - -— -1 tI1 LL WALLS. VERIFY i ALL DIMENSiON5 cz w/ ARCH.oF_ uJ 1 11 4 221 2'1 -b 11 25 -® — - - 30, dl 11 2'T _ Typ. 11 __.�_ , • off �0 ��ti j I � i I t I n ! i17 ! t t� - � _ - __.- 1 1 L__ ._ _ + 1 - _ 1 f J 7 � I V_ I 15 (222ZOI �(22'ix00') TYP. ' I TYR 1 _ ! 93. � •i $5 �I OL I .ter . 1,_____�_u__.__,__ _.,�_,_____..,__.� __.._._-._..__.___ _ ___._________ �•- __.. _ _-. 'lO � i 0" GONG I Q �t -._ (222-009 /,� F �O WALL TYP i I �/ 2 I V (212_50 .t I �,� \ I ! V 0 40„ DEEP FTG. - i } EACH WAY TOP 4,_411 i AND BOTTOM +�'� 04 _ _ _ I Oda. i i I �ry 1 I t DEEF w/ " 8 � FTCs. Z 40' G E ' - -.__. __... _ _ __— - -�- - _ _.._. .__ WAY TOP I _ ... _ _ EACH ' , 13 I i� (214-50-) I I AND 80 OM ' � I I2 -0 x 20 0 x 2 0 I i I I f i I 7YP. I I I Tl'P. DEEP FOOTING __ EAG , WAY TCP 4" S.Ojs. w/ 04 � 16' o.c. g A AtiD BOTTOM ! !209.x0'1 I I EAt:;-, WAY A?' OF SLAF3. T^� i i ll_ ,� F EL. 118,00' 1 t 1TY, I 7_ r.�_. wl {lph ,'11+tD/ ( I X11 Z `may 1222.00' �. in i r ' V L _T � -- - - -- CC !22"1.00' I ( L'd-1 t-1 ('22 1.00') TJ I ® 13 1 � W TY. ! 1 �C__ 5, tD� V, ®iw u ' � IN ,< � ..• T _ __ _ _._. ___-_.__ ' TYP, i I i I - 6 0 � A 0215.00 021450 ) i I -. ;' � i l �(214.50'I 0) (" � � O 2'_b" m M cT 10 i ! 1. (XXrXX') INDICATES BOTTOM OF FOOTING ELEVATIONS. - FOOTING ELEVATIONS ARE MIN. DEPTH REQI:). `Faso PROFr \` Nf 2_ Y� INDICATES CA?►T-IN-PLACE CONCRETE WALL INDICATES FOOTING TYPE. REF �/ 55,1 FOR OREGQII'', � ^� FOOTING SCHEDULE- 1 4�rljl�q wt�'�So� t _ 4, EL. XX.XX' INDICATES TOP OF SLAB ON GRADE ELEVATION. '�---� - _.__ 30: D FLOOR�R F'IAN 5. gym INDICATES STEP if`: SLAB. F O U N D AT I O N /BASEMENT _ _O _-_ :)pawN �Y: A -- ---- 6. I INDICATES WIDE FLANGE :STEEL. COLUMN. J`, REF. �/S5-1 FOR GGL.UMN BABE PLATE/ANCHOR roe NO, BOLT SCHEDULE. 38353 7_ ( INDICATES WIDE FLANGE STEEL GOL..UMN SHEET ON CONG. PLINTH. REF. 13155.1. a• REF. 3/55.1 FOR TYP, CONC STAIR ON GRADE- N�a g. RIFF, 1155.1 FOR TYP UNDERSLAB REQUIREMENTS. w 1'.I!i. 1.1, - x�sw�r.nw.f..wau w�wrw.,ssw��--�+� �r�wr�w V\� ylA�...i-7I CI ♦ BET /x('80 ....e:.nr.�.t..+f.,�.�+.nrw.w..w_.w.,.tww'+'ww.,�'_"""'�t y /'� C,7111!'11 UK-111'11 u"."'�.......w.a* �a 1 1 ,11 Y rill �q „te"'°4 H m I "IT 1 "-- FRt�• "t`P R .� 9 d _ <rlFryk �E{,... II IhiY nnlitr :I Itl11:IrW 11r;1r1'r than the JUN 0 2 2000 docunlelll, the durunn•nI i. of nl:utin:ll 11u:11i1,. Illll'fltl11111�'lI I I I I ! I j r IMI ''I'"'I""' ! I !'i t�'I ''' ' ! " !I " "' " !'I' I Ili I iiljljlli II' Illlljl1111lljiilj! I Ilji !jij!;i Ijiiljli!lil + h IIIiI III , I1 Ijllfl1 �''y' INCH (1MADE IN CHINA �--- , Ill 0001 F-- ;w` Q cp �+ t�) Z ly REF. ARCH. FOR �- EXTENT AND C� PLACEMENT OF 3 AMSCA) OH A) \.� I ' ' 'y • 1- I) 1- ,1 _ d$�I—mll 1__ (�QF 22.-611 I 3m'-a `251-011 _ Z 1'- "...._.«+ _._.._... .. .-- -.___"__•---._.. _. -----._ ._._ '- __...__. ...._ .-----_.... _. '�.1..!� _- _, I - , - I I ( 4 \ I 1 ' TYR f TYP QQ _ v n A-\ 1 ! ! }a} 3 _�_ TYP. pp r I i W 21x44 [39 n ,T W 12x19[19]<I1/ "> \ W i4x22 2 <�:t"> W 14x22 [20!<I1/s"> 6LA LU I6x2CO-11014"> L 4x4x/; \+ - Z I TYP. , I I-�, ( I f\ I iJ �� I l�. I ; W 21x44 [39]< 1"> M W 12x:9 X19 %�'> _._� i W Ib_x2;�[a��<3•s '> �, REF. ARCL-►. FOR , I I ! SIZE AND LOCAT I ONS\ ` x 5 v I j ! OF OPENING 6� W ?.4x55 18-11-i0� ls�4"> (° W !2x19 i3 <�� "> W 14x22 [2(o10/4"> 1 20 <1/7 ,> W 4x22 [ ] U_,7 {_ 1 I 4� W !b xZ� < s L''J ,N 33.-2 M. � / 93. 1 } `.► - 4 gi 1, r � f?63 I x2 . 36� CI�z I,� I 111' V 0 U 'Q' 1 m cv 2 W 14X22 [ 0] a > F W 6 & [ t - .__ BRACE FRAME _ -______ __ ______ _ .. ._ ._.__.__ __ r:__. . ,� ---___-- �_- � - -- �. � � - / I H ---- �-� _- - -- - 1 14x22 [l�]<I%''> 8xdx '�' 'c---- --- ,\ ! f-- A �, ' j _ \\� iV x X I "-a � Fi \Y V/ I.V -_� S.I. ' )( II 3 x �+- 1 c0 I x G _ cA I 3 _ Q 4 r ! �� , G W 16x2(o [22j �4r- / I 14x22 il'1]</, > gx4x IW 14x22 X26] < 4 '> �� �__ -- --• Oil „ A��� / W 14x22[2r�_ <!/2,1> f - Y'�� ,�d, i e C 4 r 441 1 I r,a P� '_ 5 EL. 230.00' ' � � _ \9, 1�. c-..� • � } W lbx21a -- - <I/z > \ 'Tl'P � � I f � --�-- j `1 I W 4x55[10-5-5] <3/4 > V 4 I { _^ W 21x44 29 < �,"> , ( ! �,c ! 4" 5.0n. w/ '° 4 16" o.c. {� .D X n EA. WAY ® t OF SLAB. 36- .• ..f g ( 4 -4 �+ TYP_ W 21x5015-6-13; cv N v �\ 96 L i i / - TYP. ! W 1(ox26 l2"�� <3/4' > L 4x4x1i4 ! I TYP/ U 4 ''6, — TYP. EL. 230.00' I r g Q I 1 I f2El=. ARCH. FOR � W 1(ox26 [I OF 51ZE AND LOCATION n / --- L i - TYP. I I OAF Or-ENING. n Q- - �' J cI �4 ,�-4] d� p x 9 [� 4 x , �, \ W 14x22[2x01 <1f1„> W W 1Hx2h [21 0/4")1 N I _ I \p ;,, W 12x19 I3 </2 > W 14x22 L2� < 4 7 \ ��- x I cc D-1 3 -1.. tU 16x26 1'i <'iz,1> 1_ TYF'. , 4 Y I } O I 4.'i lli, I I I4 TYP. & 1 (2 LL,\`L r _41D � is yr ca LL T_ at rr Zxz i1 NOTE 84:10 co ca QO co I + 4ig �_Tylo. IR.ADiUS at M o. c1 T i W � MM °° � � N i ' 1• --- - INDICATES 51-AN, DIRECTION OF 3"-20 CSA COMPOSITE DECK w/ 21iz" NORMAL. WEIGHT CONCRETE TOPPING AND bx(6-W 2xLU 2 LLE. PAOFFss 1 N£F 2. -�-,�`.- INDICATES 5PAN DIRECTION Cr i"% -20 GA T"T-PE "B" �•' ROOF C�EGK � -• OREGON e 3. & EL. XXXX' INDICATES ELEV,4TION AT TOP OF 5LAE3. w io 4. L^J INDICATES 501-TED CONNECTION, REF. 2/U,- 1 4 11/36.2 0 9D GROUND FLOOR FRAMING PLAN F� 5. IN. 'GATES BOLTED CONNECTION AT CONCRETE WAIL, REF. 6/5fo.l 1 DRAWN BY: INCHES _ JA 6. UC > INDICATES MIG'--SPAN CAMBER IN II '^ 1QF3 NQ. '1. [X ] INDICATES NUM3ER CIC ji4"4x41i2" HEADED SHEAR 5TI1D3 '38353 8. REF. ARCH FOR EDGE OF SLAB AT RADIUS PORTIONS OF BUILDING. SHEET 9. nl_ VERIFY ALL OPENING LOCATIONS WITH ARCH. , i ',. ,.....,.rl .,...�+we.w��.. .....�- www r�r���s�►�rrwulu��l�l��.a� .�r.wrww�s.,su��rr.=�+w.�..a... .+.�.s-...�.. ......» ...w.�,ww..w....,�......... ..w..+.'_,'...•'�'a'o ..7c}1J41 II'I" II II11', 111'1!!!' :11111'•11` IIl.II1'I 11111„ III1' JUN 0 2 2000 docunlcnl, Ih1• Iluclllncnt k 111, nu11-ttinnl (l IIIIc'11l1,11IWd I I 1 I I'11! ! II!II I I i I I I I I I i.. l li! !'Ii11i11 !I' ' ji;i; i'' l'I I :II iIIII Ilill;ili II:;IIIllllilll�lllll;l I Illllil�ljil� illlillfllll T1iI � III Il�illi III � i1 ili ! Illili ; I'I !III INCH ( MADE IN CHINA — m r i �`T , , I i .__lf— I I I 1 1. 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"` 1 Z�!? - f`.JTE F% ` 1 -D TI INDICATES SPAN DIRE TION OF 3''-20 GA COMPOSITE DECK a, "� 40 � � uj FOR F,.A)1US �� w/ 21/z" NORT''AL '-JEiCsNT CONCRETE TOPPING N T-T P �i nNr � .nwo ! j Z, --� ►+- INDICATES MOMENT CONNECTIC'N z V) Li 3. St EL. XX.XX' INDICATES ELEVATION AT TOF' OF BLAB i r� 4, INDICATES BOLTED CONNECTION, REF. 2/56.1 t II/562 �PROf i��RE frJ, 5, <X"> INDICATES MID-SPAN CAMBER IN INGPES r Q �o>� ~i 6. [X ] INDICATES NUMBER OF 3/4"4x41%" HEADED SPEAR STUDS 1. / / INDICATES AREA DESIGNED FOR FILE STORA45E 8, REF. AW;14. FOR EDGE. OF SLAB AT RADIUS PORTIONS OF BUILDING. SECOND FLOOR FRAMING _PLAN -_- 9. Al VERIFY ALL OPENING LOCATIONS WITP ARGP DRAM 8Y; \ .J A 10. lX INC;SATES BOLTED CONN. w/ UELDED SPEAR TAB REF. i;B6_I A JOB N0_- 11 ALL BEAMS FRAMING INTO MC;LENT FR�*'iE GIRDERS ON GRIDS A 4 rl 98353 :3PCULD HAVE FULL DEPTH aPFAR TABS WFL.DED REF 1/56.1. 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(�y/J W 16 x�6 311 < i,, cy —� - ff�4 11X-C, 11 ,-REF. 2/52.4 FOR n G �C y4 - r � 1C G .9 FOURTH t FIFTH LG 0 611 �t �f ,-' t �:J FLOOR FRAMING I i!1 ►n -;� -- �n x TYP. TYP x t] I II X 1 A 5� _K n W !(oic26 f 3-11 <3i "> I j 11 Tt� .� „> n W 12x19 [i9] <12 > W 21x44 L3 W 16x4 6 31 < _ —_ _...-- _-_ - _-r--� — :� � �� � �_ - IV L_`'J I [L`4'J� o G G _� _I 3 Lb '/' 14-22 0 <li ">ro 4 --I �_ }- - 4 U 14x22 14x22 i.!E� 1 [191<1/2'�` ! I W 24x 5 B 11 101<3y4"> r _ Wife &fill 02"), ~_.v.,_ W 2 7 , ._. W 160x 6 Il 0 "> - - - - _ .._�_._. .. _ .w _1i�7 b'-ll" 8 z 7 e 1/ r, 5' 61 b� u �T` �+ n ✓ 41�Z' 3 11 -� t` 61 V 2 a`� 1 i �° ( L�' > -� �I �� `y 3 I6 -- L__[ [_ „ y F 1"'i� V W lf�x2b I'll <? v " I RAGED FRAME: -�' r W 14xj2[15 `�]� - �� 1 1-1 a CED YRA��� i z lL V �- w 16x.6 1-i c > -'I 11646- 4 �' ?----- - w ;4x22 i I'? < '> Sxax� I, _ W f�- -W 16x.76 / _ I 1 - i i� -_ ;' n [7 - , 611 rti 4 ttl _ r--, 0 = [4 I `;' I - _ I - x x 2 61 al - ' ,9 4 �4 s Qi N �J I �" �' 0 0 2 9 '�� r3 / v' '; Q ii 2 A - ® 3 61 2 z 6� X x �� 3 _� `- - x Q' n _ / \, w 16x26 T-r P. r X 3 _ cv I ! / i y"' 2' 1 <3� '> t W 16x26 ,W 16�x2C�` 12 <3, > �/ \\ ! 0 � _ � � � U,! 14x22 [I-11 <'/2"` 8x4x t�i � 4 43- ' �� 4 _ --- j W 14x22 '101 tiiz,l> v t3 '-! ,..- W 14x?2 [2 01 <'-,"> W 14x2, 15 � -J _ 3 % 3 14 g I 4 G G �� Iu ?6x26- k TYP. C� C] - w 16x26 - � � � TYP. 41 � W 16x2F� 1 W 12x19 > dJ 1400-- W 16x26 111 i <'�2„> � - ---- , ___-___ --r s _.-. �_ _j 4 - °� Z I 24X55 18-11-10 <3/4"> I J] f 4 �- _ �� W 16x26 Z9 <3y "> i LU 16x26' 29'1 C3�c' > 'n w 21x44 [39] <1"> 1 _ `' 3 � I I - 3RD FLOOR EL. 25-1-00' T 1 n I - 4 �� ty 4TH FLOG EL. 210.50' �. + �.r . + m\+ -; `Sl X `4 I ., ,� Q v 5TH FLOOR EL. 284.00' � \� � �, X � �,, I � j uU/ 13 A 3 all, TYP. TTP. -. _._ " Q G n n N �� 4 (,r 9 --' G =� I W 14x;22 '%6 < • W 14x.2 201 <',�' > �� �_ W 16rx26 ?Q <3/ "> 14. 20 <'y "> W 14x02 26c <3y '> � < � '> � UJ x22 � .�. � 4 � w IbX?�C 23] 4 � _ _..�.. 1 � _ I I r- Wob 3 3 E' �4 L� ►_ yQ-. 3 3� _.� ____ --'� ___._•._. ---- _... __.- __-- - .._ � - -_=� j W 12x19 Clga <'iz''> _ W 14x22T15� W I6�" c ,'i� W 16x26 11 I +1�i4xZ2 15r W 14x22 ]•157 W 12x19 19 <VT > W 21x44 [39] <I >1 qq W 14x22[15 I _ u, +� 1 1 1 x � I 0 0 ov 2 1 i3 .� 6 ! C? © r J �j/ nl I �i r X ! LL1 0 a I 010 0 I'm TYP. �] �� I W 14X22 i5 W ?4x5F 46] <'✓�"> + W 14X21 151....._x . i ___. __.._.___-- --_-_. -----�-_ _ _._ -.___..-___ __... a � w s 4.0 _ _'-W 12 12x14 I x 4 �g}W 12x14 i I I _ Z 4 11 1� I REF• 5 NQTE 1 .. NOTE a 14 yIT 5 ( rnm °0 mo°Q, 1 ' FOR RADIUS TYP. TYP. D-i `INDICATE5 5P4N DIRECTION Or- 3''-70 CSA. COMPOSITE w �r� °i s I , / 2% I W 12x S [l9 < 2 > p _ oo M :� y,w ----- t I i .'' IDEGIG w 11" NORMAL WEIGHT CONCRETE 1"OPPiNCs. � � � "' � 1 �� _i�f M U7 4D IBJ d 2, INDICATES GOLU1'",y 5F'LICE TO OCGU►? AT THIRD FLOOR 1 4'-0" A130VE TOF' OF :FEEL REF_ 11/a6.1. - r+ W ,14x22['Ell `"� r✓ 3. _._..� �---- INDICATES MOMENT CONNECTION. PRO\. rt Q 4. EL. XXX.XX' INDICATES ELEVATION 4T TOR OF 5LA13. �v` �GSol � . x LEI 2 ' `�� -� '4t aIJ ® 5. r�;� INDIGA•TES BOLTED CONNECTION, REF. 2/56.1 , 11/5662 I �n Ell �' � DREG i <X11> INDICATES MILS-5FAN CAMBER IN INCHES �� ' Soy W 14x22`iC.J � ---, r�_`` r1� �. [XI INDIGATEb NUME3ER G'c �/i"mx4�?" HEADED SHEAR STUDS [i"vwe U�j_�Qe��] l �J mmmol w 12xi�J [I9] <'ix I> C4) THIRD THROUGH FIFj�'H FLOOR FRAMING PLAN �. REP. ARc�a. FOR F:DcxE o� SLAB AT RAC>IIJS PORTIONS OF pLIILDING. ' DRAW; BY: 9, n VERIFY ALL Of-ENING LOCATIONS WITH ARCH `1A � � JOB N0. pp 10, L� 'NDlGATES BOLT1ELD CONN. lu/ WELDED SNE4R TAE°. . REF. IlSb.i. 98 53 C3) 11, ALL BEAMS FRAMING INTO MOMENT FRAME GIRDERS ON GRIDS A 4 M SHEET SHOULD NAVE r-ULL DEPTH SHEAR "ABS U LDED. REF 1/56.1. L � r _ PARTIAL FOU PTH � FIFTH FLOOD FRAMING Ii till, 11„tltl :1!,,,, .II : 1lralll 111,111 lilt, JUN 0 2 2000 .Iocunuvnl, the dnrunlrul i. of 1n;1ljjIl;11 1111a1i1-N. Illll'I'111111t11'l1 1' I III 1'1111111 111 III i I I I I i i III,IC ! I !11+1,!11 !II i I�il i i!; I tIl I i1'i 11!1111 ,I►III 1111111 11111 I IIIIIIlIIIIIi'i!ill�l' ! II l i ti I-I 111 1 6.I I i , . l�l i l I INCR I Moot iM d11NA -- — 1 - tf tF ls— 11 �f ill >T y ..I ,.1 , ntl II 1, n n ,I, •, ,,,In, , :,1,,, I, , !,n. II „I i I. I I I I ,. ;I !• ! + I I ,,,,II a „X11111!II+!!II11!!II!11,k;ui!11I' llllln,,1IIJI.! -.11111„1,1,111„111.,f..„.,IL i W ' � ✓u 1 Q tP tp z 4U 111 U r y u_ Qm x Q` (1) A 111 Lill, , 8m! Z'1 b 11U I I X99 -8' TYP W 14x22--- x k --tU 14x22 I T.O. DECK ! 3 TA. DtcGK - � V T.O.t0DECK W 14:522-_-- - t__ C4 I I W 14x22 --____ W 24x68 I- u I�Y2� W 14x22 I W 14x22 __ ..... ._r.—_..._...— --_�_.__ _ __ 3 __ r � - 3 3 5 3 6-J 3� �� �3� 6 12,K 3 �-�'� iA 4 8 6 3 C3J ! 6 W 14x22 W l9 ` 4 W 12x19 L W 14x22 W 12x14 W 21x44 73i 0 3 - Knl x l._\ X n ... � _•� 18x35 REF. 2/525 .A �, I nl 1 c `� , AND 31825 W 6 FOR FRAMING 3 � � � � � f - 112,-,ISW 14x22 W 12x14 :3 W 24x62 � — A5OVE. W 12x19 W �------ _ 3 „ 2 99'-8" ( -� _ „ - 299'-8" 291 "b - Pte) 11'-10ll._. - - ® 4 5 3 T.O. DECK 3 T.O. DECK ,p { T.O. DECKS 4 T.O. DECK, 3 3 3 ' t 4 I Lv '� W 1x22 W 14x22 4_ ,�._ W 14x22 W 1.4x22 [20i W 12x14 15 W 30x108 ! - - _ - o 1U 3 Illi?' A y 3 6 6 -1. - _. _i � II'-11,. L5)I 3 r ... 3 _ _.._. .._ _ _. _ _ 4 .9 2 �-r2, 61x=„ 4 1 7"X, 2' 2'' 2 6 4 W x2 ,p; n !1 (1 "Cfi b W Ibx2h 26 - W !6x26 \.1 t 1 V " w 1F�xa6 x W 16x26 i 1'x19 ,sx2F� l _ x 1�� - ►'`' f � 3 � 3 ? = c� _',-, 2 I a(" � bx4x r'4 , ' 3 3 N W 1Ebx26 L Ibx W 1bx?b c0 2 ` X x I A _ i t 8 n \ 3 x � r 3 cx Tl P. - J n C_ 6xdx _ c'' I 1 3IK-3 I W 16x26 W t6x2 I < 3' I .g I I �StEb. 2 flog` �) �� 5 4 2 N 3 3 W 16x26 4 a � , 1 a 2 --�-- T� .� / r--, ��,► cr � � v stl 14 3 �a b t�. �,AG Q W 14x22 1 a - __ - -------- - ---_ I - [� i. 4 W Ibx2 �� _ $ __ _� W 16x I tJ) 16x16 W 14x22 W '� - W Ibx26 W 16x26 291 -(0"_ 3 g 3 3 " 291'-6" W 33x118 _j t't ® 4 b r3� T.O. DECK 3 4 3� 3 T.O. DECK >� 3 b 6 W 12x19 ( 3 LJ 6 3 3 7YP. � 2 - `4 W 12x19 W 14x22 'JJ 12x14 1 W I x22 W 16x26 _ f U) 16x26 _ �-- � W 2 1x44 � �. 3 � [ I 3 3 T.O. DECK X99 -8 �4..� W 12x{4 ,- I T.O. DE - W 18x35 � LTJ d) W x a E uj 1 , d 3 n �, I �x `i �, 1 LIN 1 ILI v 1 `� 04 r _ n I 1 ff n � 3 r3 41 LIE 15 5, �3J -� L 3� l 3 �' + 4 ' W 12x19 W 14x22 W 18x35 W 14X22 / W 12x19 -_-- W 16x26 W lhx2t'v .�. � ` �'( ``' -- 4 299'-8" 6 6 I 299'-8" 299`-8" } Lbs 289'-8" T.O. DECK (4 4 I (44 4 T.O. DECK Q- 4; 4 -4 6 / \ T.O. DEC}< 4- 4 6 — ,--` �,�0. DE 5 W 16x31 W 16x26 W 16x26 W 21x44 �� �/ W 16x26 W 16x26 _ W ,,vx31 _ _ I 3 K�i 3 z 34 3I �W 1? 14 W 12x14 W 12x14 d W 12X14 � � x e W a =� NOTE5• J a c� v 7 ! W 24x68 W 12x19 _ _________.___�__. _ .__....___ ____. ___ _ ______ __ ___ w L w o W 12x19 _- liCK I . _ - I I. —� ►'— I INDICATES MOMENT CONNECTION I rul o � . j I I 1( I 299'-811 I I V W W V1 I 299'_gW 14x22 NO,4 2 •9 W 14x22 2, ® EL. XX.XX'' INDICATES ELEVATION AT TOP OFsLAB O ,� c z zo I I T.O. DECK W U � �...j T.O. DECK � I y REF, t3 I 3. INDICATES BOLTED CONNECTION, F. i/56.1 - 4'-2",_. � 4'-Z" ® A NOTE 12 I 311'-3" 311 -"i�il FOR RADIUS TYF. YF, ,� I Im �' a °' T1 P 4, UC"> I INDICATES M!D-SPAN CAMBER IN CNES �.� T.O. DECK T.O. DECK I r- si "a Ii '' N A STUD. v M M • .0 -. tD N tD Q1 t0 n N S. [X� 1NDI,. ArtES NUMBER OF 3/4"40,x41/2"2 N ADED S E I� Ui 24xb2 ® _ -"" (P, INDICATES EXTENT OF ' 4 0-1 INDICATES SPAN DIRECTION OF 11/2"-2m GA. TYPE "B" ROOF DEC< '1. P p PAOFF �f F's 28ki ~N'I . � 5J jv 8. 0-2 INDICATES SPAN DIRECTION OF 11%"-2?J GA COMPOSITE D1=GK ��� I W/ 2/2" NORMAL WEIGHT CONCRETE TOPPING. / � 9, , _D-3„ INDICATES SPAN DIRECTION OF 1'�z"-IB GA. TYPE "B” ROOF DECK ORrG PG28k-- 1 Ibk v �x ..--.. ��f I ` 10. �_xXX'-X " INDICATES ELEVATION AT TOS OF DECK OR PARAPET P 28k / F,�,� I 11. (XI INDICATES BOLTED CONNECTION w/ WELDED SMEAR �1AB. REF. 1/S6I - -- 4I ( 4 E ROOF FRAM I� LALN � la_ REF. ARG N. F-OR CIMENSION AT RADIUS PORT!ON5 OF BUILDING. �A� �' JA 13. VERIFY ALL OF�ENINCs LOCATIONS WITH ARCH. ,TOR NO. - ' 24xb � _ # 4 ® 1N 98353 3111-3$1 - ,�/ _ 14 REF 12/'36.2 FOR WINDOW I�AVOT SUPPORT DETAIL. � 311 -'I -I� - -?.O. DECK Tl'P. i , T.O. DEC � INDICATES 60LTEQ CONN. w/ WELDED SI-�EAf? TAR. REF. I;'S6.!.ALL BEAMS SHEET S ON ' y ROOM� FRAMING _ '�` T ,l�lM I;RA,MING PLAN I+c+. SHOULD NAVA._ FULL DEPTH SOEAnI FRAME )�3 wELDE..I�RREF. 1/SKID~ .~ MACHINE ROOM FRAMING FLAN � MACH NF _-R_ -_._ _._._ __ GC�NSTfRUGT I ON :.)ET IU'I'•lS iil' I If this nuticc ;�t,pe:u's du mr th:ui Uic JUN 9 2 2000 docinnent, the docu111vot is of 'iim-ginitl quntitY• Illicro1111iled `III 1 i I'III I III I'I i'I I I I I 1 I T 1 111111 .I Ill Ill i ii,l. I L�(IIIII,,Ii!�i! '!'llij.11�!III! lililili�lj:;l I Illilll,llill;! I :IIII�IIII!II illlillllli i1ill � Ili 1,11111 IiI � II � tlilll 'I,l I ;.I '. i I' L. ! � INCH MADE IN CHINA _ _ _ u— T iii ;t 1� If ti IT fi I,. ! ! I I I „II ,i1tii11 , i ,;in'I„'�IIIIIII!Ii11 ILII;11lIIIIIlII11!,tl�'lt�ltl{1�;Itllllnlflltll{Itlllt '1111 ,;,�I, , , ,11111 11111 II Ilinll II III, I Ill IIII Irl! 1 i 1 ,,, ,III Ifs„ „� L, yl � u�ll.,�� I,,,i y;llll'„II I,t ,,; u, iii . I. 111 IIH II II,liul,lll • ,,,,, •I 'fir H V M l b" 27 b i / EL. nL -_ El- VARIES i � W 14x30 � -- --- 1 I EL. VARIES I j 1 � W 24x55 [18] W 24x55 (;?4] [_ W 24x55 [181 4x3 _ �f_�-�__ _._.___.._ - - - __ --- - _ ._.__ L ..---- .�... ._. _ 0 Q Q C9 1 cls i 4 s '`� \, ►, 4 111J �? I �� ► � i r"d,_z�� / \ `---- � \ NI � EL. 284'-0" `r W 14x34 [24] EL. 284'-0" L. W 14x34 (241 " { ! / W14x84 Pal W 24x84 C 24] w 24x84 [18] ` V. 7 i xcXv X "r Cv x \ \ , EL. 2`10'-6" W 14x34 [L4] W :8 3EL_ 2104-611 - -- W 14x34 [24] _ Pa] 0x108 ( W 30x108 (181 I W 30xl08 [248 l .._ ._ A Y F. i3 ! x I' s TYP \ I -'J EL. 25�'-0"_ W 14x34 [24] EL. 25�'-0 EL. 25"'-I 0 14x34 [24] ,� UJ 30x i08 [is] w Ill 30x108 [18 J I W 3ox108 [24] _._-- `- _.-- Lu r X N h , �l I CIA x a j 9 ----- EL. 243 -6' — �_ 3 EL. 243'-b" / 14x34 [241 3 EL. 243��0 3 ! / 14x34 [24] W :�IJ�x108 [i8] W 30x108 [24] W 3C'x108 18 -' 1 l i 16 h_ 1 11 i � ► ,�' \ QN-1 TYP, \ Q / / ~� " / W 14x34 [40] EL. :30�-0 } { EL. 230'-0" � EL. X30 0 � �_� -A BRACING TO OCCUR I I !11 I AT 3'-0" o.c. ALONG I W W i4 AT TNi S LC �T ION 1 0 ONLY. x i ---— 10 a _ )7 i Z � ! �i W j W 'LEVA'�JION BRACED FRAME ELEVATION Q I a!N z{ { BRACED FRAME E 1 82.1 w iCL W - 3{a MOMENT FR ME ELEVATION — �_ S2.1 3/18=i'-0" U �I� W C'3' 3/18=1 _p' !3/16=1' S2.2 �� � 6r� a O I Y Go so co coo, co N1 � C.1 FI- (1 S Kl M HM to I. ALL ELEVATIONS INDICATE TOP OF SLAB ELEVATIONS. in --'-'--ter, S��aEq PROFfsfi bollE a DRAWN BY: .J Q X8.35 r SHEET CON5 .. Cr1t-`v'4� TRUCTION Or t•• .'I r - If This Ilnticr al�hc:u s cls an r Ih:u� Ih,' JUN 0 Z 2000 documvill, file ducunlenl iti ul nuulin;Il 11"lily Illy ft►IIII)ll'cI ;jit ''I I,, INCH M ;'j�;j;I1f AO[IN WIIN �iTi 1 I �• i h i uil � Jnnlnu n : t �l V 1 J4 ., �. ,:. ..- .. :,, '.., •_ �' .D•„,. y� E 1N }p, j� 5 t.,y• _., _ . i.l .. .... .. .. :. :.:: •... ,. -, ,. �' .a. .. 4. :. _..... uk.._} _:,.-a•{' ._. �... •� -... :.. i'. i� ,k� ..._.�7r: i' k. .. - ./. :. .. '.if�, __ i .. _ .. .•�M... w ::.Y.. .Wx t,._.'.. i. �.a'V6.:e.. -,Y �.Y�. F�. :1 f ._....,1 r.... • ,. . ,.. ,iM '�,. . 1' :@'� 9 .,. W:.. 4 •. E . v. ., r. r y,. N 1 . ]RN q 1N _ r: a w,.': .., �... cW14, 9�'f� t � •f... .yf,, .. ::k. ..v.. ,.' .7k ,.: . .!! ... :.,. .„ r. a ...,i. .IVY ,..{,. �t.,:: k-`1 r �. ,,,•, ,._�., ,�r� .. ,. ,'• �'l ',_” 1ul'_�t, ! a.. A, 7 g:' . •.... •."'9!�k. t ✓-::'Y� .: ,. c F+J f'."` :'.! d 4Y1 ,l,'�• .t .•YH�/,� srY%:y ti;�. � .ri.w-, r;,. �����'"� ;r_ . _ _:: : • ..,h,� _. , . •t' . .�. �JF.,�.�Iw�RS,3�"4-c � .,N.,.,.�..�...�.,�.,.........�.�- Y...-- """""f"' i -- .----_..��.._.�- ----- ---nw�_...+...»•,. 1s>•woo w ::'y.�fi?'114a;:�esd4:;'dp'.'!� �G,x'.r.:,. ;�a..-- �.� iyti �,,r�:s,' 4 w k`M��S'�”«i•,,� q,ne^iv�r,�'�Y"• �:.�,;1 t9 �„';y`�*}�`u•�:;d":..F. _ „-xw».�. +�rr+crwr.,.,w.r....�...+.ro•.. ........xM..r�..r p^C r�r.rMrrr.r+i.�f.•,.+ 4f Y 441 •.'R"� ';1 ''�� �r gb�, � "5' ^N, . M t d: o yl r ,�i � :-P:•� t H! (J 'yl�"�' "f. �,(qi.: rr red. e r � r •�4 y L� iy A :�c�, _ ' ,� k ''f F }_ _ .� f+•N.�NN ,.w pA''N E3fiq.,; y 1� n F Y: 1�Ty 4 � Q� jfFI -REF. NOTE 2 ol --~+ --1 I I i I I r ) IF c REF. NOTE 2-- I ; ' i i �) t(y A r- -- � sil REF- NOTE 2 a`l W �( \ �, l -� I / I FF 5TH "- �• I Z' IN LIL\`' , , —� ! I FF 4TH +�1Q' 6 1 i 1 I I I it I U cs ! __ FF 3RD jit tz", -Ij\ I f � I I � V 0 FF 2ND r `, CL REF. NOTE 1 I { I ( ► �_.__ _ _ FF IST i • ul d) z REF. NOTE I (Y 'J WEST WALL ELEVATION — I 9 � � I. PRECAST CONCRETE 5,45E: DESIGN OF PREC.AST AIC) IT'S CONNECTION ( IN BY" OTHERS. JOINTS AND GONNEGTIONS MUST ALLOW FOR �" VERTICAL REF. NOTE 2 LIVE LOAD DEFLECTION AT MIDSPAN OF SPANDREL BEAP15 0/4" AT 6RID5 I M 36'41 —'1 I I 1-8 A AND M), SND FOR 1112" INTERSTORY DRIFT UNDER 3Ru/8 SEISMIC LOADING. , --^-- I 2 GLASS CURTAIN WALL: DESIGN OF CURTAIN WALL I4) E_`` OTHERS. JOINTS AND I CONNECTIONS MUST ALLOW FOR 3'e" VERTICAL LIVE LOAD DEFLECTION AT REF. NO 7E 2 – __ _ _. _. _ _ _ _ _. _ -__!-- - -- - - {1 - - _ ry ` I`11DSPAN OF SPANDREL BEAMS AND FOR 1'%" INTERSTORY DRIFT UNDER - - - , i -- ( 1 ; REF- NOTE 2 3Ru,/8 SEISMIC: LOADING- REF. 14/56.4 FOR bRIC+� TO GLASS CURTAIN t I + I WALL DETAIL. I I I i v 1 i I I q I -• I I 1 I I 3, ✓ER F1' ALL DIMENSIONS WITH ARCHITECTURAL DRAWINcsS. W ti ' r I wl I I iNK\ 4. REF. 12/56.4 AND 13/56.4 FOR T'Y'PICAL CORNER DETAILS. F F 5TH �— vl I I II I I + I � Z vt r N U N /1 I I .4 - 1 �► \V I I w �m ►� I 1 I I I !+ 4 \ + I 01 _� I ci1� wEx � Fes, 4TH a 0 of ---+L�-O-7-_6 r, .�{ " o Cw� CL (� I I C.0 w m I r tiwM 'o+ N� fa � Na — t„ I I I t I I , I"J M M Eh 4D /x FF 3RD_ 1 \ -RE''. i4OTE 2 ' \ f I g A x 1 � OREGON I REF-. NO I E 1 / I DRAWN 6Y! ( FF 15T JOB NCS, 98353 –� SHF.E1 I "ER NOTE' i rq--�— ELEVATION NORTH WALL EL-__ _ 1 w,.. CONSTRUCITIC'N SE If Illi nolicc allpem 4lemI c Ih;ro the JUN 0 1 2000 tlo(11mcnl, the docunu•ul i, od 111m,"in,El yIl:Elil�. 1111cwhitllt'll I (III Ii!Illljl', liiil,ll;jlli l jl l 1111 ( ji1;tl i{Ij,ji�iliji jl�i�i(I� LIIj1 l{I Ili ,li'I''I�Il�lllliiljlil(I 1'llljtjl(I;I(j 11{f;r;i ,,r{ 1 ,; i•i il� I (I{ {I I !jl{I(I{III{I Iilli{I(I{ill- INCH MSD[IN CNIN� ,, --� �{ � yam— y�•- , ,�r' „ cf. �-_`— 1 13 1;�.1� s� . .,�jt. ..`I` 11C'..' 1f 1 f 11fiI,•1 Inrinllnn ,ulflrL�lrllraarl • �—�� I I I n ul II{lil,!Ilfl:l!! I!!II!Ililli'!!i!i:'i!!!I!II! ;!!+III!I''!!!I!!I1t^riilll!1!i!!I!!IIifI!I{1!Ilii!tll!lll?!!!!{111!1!!!!{111!1!III{IInfIIII{i•.�11111{'!;111111{!!. . IIIIIr.IJ.11lr.: .,IlrrflfLa,,rrrr,ILrrrr: l::r.:• .: r :.I!1lllinllllf!l�1�,�1 �1! Ipal,ll•,rlrll•r a ���•" ,� I — REE. NOTE 2 - -- -- _ _ ___L_ 1 _ � IF V1 ' ! 1 REP NINE 2 1 � � I 1/ `7i 7-4 --REF. NOTE 2 -A U I� 7\ vi i I , F1^5TP I XK D) I It rch 1 7 LU FF 4TH _ 1 I / I X7 �. I I j l 1 s�i�Gr � � i f 1 t � Nz— X ca V V FF 2ND REF, NOTE 1 � �F. NOTE 1Z (Y Ll d IST �----- -- -- -REF. NOTE I z EAST WALL ELEVATION _—w_--- — --- `� `� � W. oa - _ f ! i. PRECAST CONCRETE BASE: DESIGN OF PRECAST AND IT';i CONNECTION IN BY OTHER5. JOINTS AND CONNECTION: MUST ALLOW FOR " VERTICAL b - REF. NINE Z I +905'-0"_ t SPANDREL SEAMS f'�4" AT GrZIDS u SIVE LOAD DEFLEC, ION AT MID'3PAN OF I A .AND M), ANU FOF. 1'%" INTERSTOR'' DRIFT UNDER 3Rw SEISMIC LOADING_ ! i i I ! ' 2. c"{l �'gc� CUR'i AIN 1:1ALL: DESIGN OF CURtAIN 'UALL !S PY CTHERS- JOINTS AND � I I I ' -- _ F NOTE 2 — - - __ _ I _ I I ! GONNECTiONS t-iU5T ALLOW FOR �" VERTICAL. LIVE COAD CE»FLEGT!ON AT 1,_ _ _ _ - _ __ _ _ .� � -� � MIDSPAN OF .�, ANCREL BEAMS AND OR 2 NTER5TORY DRIFT UNDER O E _ -REF. NOTE 2 3Rw/8 SE151'"IC LOADING- REF. 14/56.4 FOR 5RICK TO !x:-ASt= CURTAIN WALL DETAIL I I 3- VERIF ALL DIMENSION5 WITH ARCHITECTURAL DRAWINGS. I }} , . i 4- RFS. !2/56.4 AND ?3/56.4 FOR TYPICAL CORNER DETAILS. I I FF 5TH , � I �+28�'-m',,_ I I iI i II I I t ! I T_ �, I I 4 , I FF 4THmn I I I 1 J wlln n 1/—f I I i a r- to V I I \ f I I ` W r� cr � W Z � i N ) d ZV FF 3RD { I} I C w W�rn Obi �'v� I to 1 f - 1I � l i ---REF. NOTE 2 v , 1, j 1 I LIA� FF 2ND_ --:�3 -6 .<�.E4 P ROF fS Ip._F. NOTE 1 - I . _.__� __ _ __-}- ------ - -__ __ _-_, .__.__ _..._ ._...J' _-- •---•� ---• -___. .__ _.___ ____ � �.... ...�. _�,. _.._ .___._ .___-- ��/I lo A OREG ` 1 { ��� i \ I, I � �,p�i � l� `goy► FF 15T ��_ JA -- REF. NOTE ' ( I � I ;0p No. X13353 i.n...rrrr�r SHEET SOUTH WALL ELEVATION �35 k-2) 298041 C'C:�1�15!"�:I,IGT ION 5 If Illi Ill,till .1II111:u� 111,ucr 111:111 Illy JUN 0 2 2000 (IJrunlr111. Illy 11111ulurnl i� of lu:uyin:ll yu:11i1�• Illi will1111k'd !'! 11 Jill Ijilill�llil cnl 1 i' 1� T ! IIIII 1 ( 1111 I II II II 11 illi' 1 II! {II' I� i II!I III'lill �II ( 1i.,,I 1) I, il '' �il�ijll �i�nll ,iunji,II,IIIIIIIiillillll.�i1111i1""Il' 11iji1i111jl�iiil�ll!II'1'"I'I',IIIIi'illilllllllll{{Illiill"II -rr I <4 �IPKwn.W.+w r..w•.s:.r.u...ww....n.�www:....uw.nn..rr. ��,wr e� KEYED JOINT— T/10 w - - - -, x(3/4" MiN.) f (AT SLAB MID-DEPTH) PAINT WITH CURING COMPOUND A8 BOND BREAK BEFORE: UP t0 2'-O" 2'-0" TO 4'-?�" AG.IACENT SLAB "'"-'-'"'"T' {CONTROL JOINTS m { fi * -. �. _ _ a :'�-`= Y°o a°°.n°. _ �•el TO BE 20'-0" nc .tr - _ 16 PLACED ` '"`` ' REF BA 1.,� �`— FOOTING 5CHEDUL'�. e•n Y q.� o e n `•G.Y"!` MA.:. Q � m f --3 MIN. n o O a u " O ° O " '� _ ..-.... �—.• ..�._-._. �l`I�Egg FOR a .....__ •O a�fO.Y..O.Y•u'•Y•O•Y•u` � / � 17 ff SIZE __--- ` MAIC IT" 1RE1'NFORCINe , `�,.. �°.°•o.°-°.Y•°. •Y.a•°.e Q O „A., x PRECAST SUPPORT A5 � p °.Y•..Y•o.Y•.•°•° - • 3 w 8' llc.' TYP. WALL STFcL RE:r'D. (!;OORL7lNA"fE 1" lay ;�t k 1 ri , A „ « . „ WI, ARCH- FOR RECEs3 - NST I•iCTf©h J<pINT """"V – �� `'�"- � ' = Aft IN i"IA �cGT 01x1 _ -0_^� . -0 _� 6 c�.c. EACH WAY --•-f � _ �_ I L,hIG 1`MBED BY OTHERS,. __— _ B r' _..__ _ r 1 � - Ii'-6"xll-w" 2'-O ' llb) " � EACH WAY CUT--, 6„ I' 0„ i - _ yr - • M_ (5AW g METDAY`' /1/ PRE U'a DEG (l� Q c� (IF,) • `i EACH WAY a a a � � :El • � � � oo p m� ° oq ,7 . q A5 FOUR) FILL �rr •„ w/ 'aURFAGE w/ JOINT SEALER REF. 1/5 .1 a t 1_ -�r-=- -'�- 1_ i_�'-0"xl:s'-0" 2'-©" (18) M 1 EACH WAY I FOR UNDE"Il AI13 � CD� _ REQUIREMENTS 14'-?�"xl4'-Q" 2'-6" (191 " 8 EACH WA't' `I4 (3) • 30 �=� .�-� _ -- +3 A �:r „ �, „ ( ) w8 ArHWAY -a5 CONI. a ap , ap , •p . ,y° °p . q°p. q . 0"0 q p i •SEPARATE CORNF.IR 15'-0 x15 -@ -6 2@ E _ _ I -m" q p . q q q p p BARar_. OPT I CNAL REF. 1/55.1 FOR ' " °p • �,° • a"° .q° °v q v . q °v. q"p UNDERSLAB �' p o p q a •p , a p 6 p q°O o n° q 1 "- i TO TIES l22) • £� EACH WAY REQUIREMENTS p . 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FOOtINCs SCHEDULE 1/55.1 ---11/2" NOMINAL &TEP Oil TO 4'' REOWREI"IENTS ..!� j / NON-Qui-�RIN1C _- - TYP 6 VERT. �� �f -t 1 /� GROUT � n0 � __TRANS_ INF. ��— — _ v z �A �4 `� — _ - THiCKENE EGr-2E O I • �'�"�2., -� <1 J ANCHOR BOLT _ �- �� = � a" CLR i ' REF. SCHEDULE - TYP. - II 9/"�5. 1 z u �- Z-4 41 4W I 1 I CaROU T HOLE _ I __ • - (OPTIONAL) ��� -.___ + . ., X 0 _ ,4 0� O I ._�� _ .._._-.--22'`* I 1 \ • , TYP. a (25"* AT $1M.) ! _; \ - 0 ` RE=F. SCHEDULE 'd I 9/55.1 FOR 81ZE O i -- M 4 i IES AND _ ' *..._ I _- �' t __� 4„ a - I - --- 1 c:,RO,.°�TIES 1._.--.--•• � � � ����, ® _BARS TO I"1ATGN •+ 12" o,c. MAX. -____ _ f Q `BASE x '/�" ISOLATION JOINT REI:". BASE • SLAB REINF• TYP. 1 j I w/ ♦''REMOLDED JOINT _---- 5 F;LLi=.R IE SCNED. 2'"0 _- -_ 9/55.1 �T -fid"' TC 4'-0'' SLAB ON GRADE « 4 0 12" oz. CONTROL JOINT EA. WAY T,--P. . SECTION BASE PLATE DETAIL FOOTING DETAIL AT STF]EL COL. TYP - STEP IN S . O . G . CO_N_C . 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EDGE, REF. 4/55.1 REINF. o.c. n, 1 { „ j ' /ERT OF. �� 1 " MRl ETA I_ DECK w/ 21/2" �si� REF. 1/95.1 11 . GONC. TOPPINCs UN ER45LAB °O ° 0" RI -"4 TIS 4REQUIREMENTS , 2' GLR_ I' GR05STIES f TYP. 0 t u I 4 ,0 . _REF. 10/56.1 FOR I ! Ul GON1 1OP LEDGER ANGLE 1'-0" j...._.I'•@"�/Ii el'' 12" oz. MAX. p �..__ _._ _�r �.__ " 0 . L�� 4 TIE 4 LCNG. BARv I• • ! • • GROSSTIE& " 4 • 12" oc. - i t( u ® 12'' o c. MAX d1' Sl tc� o c. NORIZ. EF. - " 5 w g" i 0 � 0 ( U , a • o • ° a TRANSVERSE BA1R3 � I F. `rIER'T ^ .a , °° o TOP 4 50T. i �.-REF. PLAN FOR 1_ _ cel ctl X ATGN 5 0,. . RE INF. - �L. • ° NOC?K:3 TOM 1 • ' • ---------- 4 * I ` c d S.O.G. RF-INF. - I 04 ..� 135' " 4 C.�1�• 12" oc. FOR A MIN. � - I (2) " 8 x :5'_0 4Gl-aEQ • __ - --- i NOOK5 • 12" o.c. • '� GJ l . -- t.'X= 8'-®" ON EAGN SIDE ��.� ! E✓AR3 AT'50TH ENDS ALTER-NATE 1 I-�� ____....... ._..T_ - COLUMNS- (EXTEND "4 � �� - 1 ��� OF FOOT iitiu. (NC)RIL. 4 VERT, TO ENL? OF FOOTING AT -- ... __- _ Lu EXTERIOR COLUMNS �+ 112) " 6 LONG BARS - • • " �! N 1 '• LONG. BARS. � . a • (16? " 1 VEcZT.• "^ I • i=' R. (16) "8 VERT. - ' , 2 GL 0OKS * 12" orc. � 1 FZ � .T._ I ATL T1 P. C� I cn • • I • -.!' A,*ORIZZ.. 4 VER 1 , ,fir. a ..__.,•-� - _._. (8? " 9 x 24' .0'' ADDED ri 5AR5 TO EXTF_ND 12' •0'' �• 6 • 10" o.c. PAST EA. SIDE OF 3" C':LR. TYP. TRANSVERSE BARS INTERIvR coLUMNs. PILASTER DETAIL � ~ MOMENT FRAME I�0 n T I N�; WALL SECTION - . _ _ ._.. _ �.,��'� _- __ ._._ PILASTER DETAIL _ � _- _-. _ ____ _ _ to) - .11./21, ROOF DECK REF. PLAN FOR ` •- - " 4 DOIU'ELS er-l__ _— 5.0n. RE INF. • 24' o c. U OL -----REF. 10/56.1 FOR �r, • r • ' `�, f LEDGER (4) " I'v GON i. ° 11-011 11-01, 1 1 DECK w/ 21-'2" T- 1, • TOP OF WALL f 3 METAL DE . "4 TIES t 8" CAST ­N-PLACE d ` CONC WALL ,211 ` �-R' ,f Gi_.R GONG. TOPPING RI �,/ r 2' GLR Q � • 3' oz. EF. GROSS. IES ((8) TOTAL. BARO ° TYP. • 4' o.c. MAX � ` � �► - - 3TRUGT 4 * !2" o c. - _ 10" I L � ^ - GRO55T`E5 V + REF. GENERAL 4 +� 12 o c. EA. FACE. `\ NOTES FOR WAi_L EF. VERT 1 -0. I'- • m 12" oz. MAX aj( 0 ` C� Z I RE;NF. ,, -._ ___.- REF. 5/56.1 FOR _ ---__._ -_ • • TYP. LONG. CONN. ^_ _ _ -� NOOKS TOP ,AT / � t S.C.G. REINF. �-� I-�ORIZ. EF. 5 d 9" G.C. « • 12" C.--- IF. VERT • _'" �U `l �Y Il - F. PLAN FCR 5.0-G. r ------- _ ___. 1 r'' ' REINF. TOP 4 5_0'I. I REF. PLAN FOR REF, PLAN FOR ��_____ .A . .-..L_ • _i ._ S.OLi. RE INF. NOOKS TO MATC'N S.O.G. RE{'`F. _ n' I -. ._ S.Ofx. RE INF. • • _ _. F-- �•_- U- 46 ° TOP 4 BUT. "' REF. iiSS.l ` UNDER5LAB ° a tp f 3'-2" 10' 2'-0' + ,!I ° . ® c EL. 218. -� U V • ° fJ 2 REQU!REr'!ENtS a ° V " CL rr- _, ALT. i-�O04G5 ° ° _ _ _____ t I'r---- A I _ • q�'' I ` Q- 0 G-- t'"'_'.. -� (11.0) " 6, LONG 514R5 GL R °o p °n I Im U cv U °°o o•, • • (20) 08 VERT -'� `'� C12� " 1 VERT. 4 1 l1 i HOCKS • 12' o c. (3) " 5 DONT. ALTERNATF 'HICRIZ. 4 .'ERT) r�RA1�J5 2'-011 04 I1 �R. 0 1 " 4 CONT. V • • e • 2" GLR • • r Tt ALTERNATE " b 1 I (, 3" CLR. TYP.I Tn _ �_-- _ • 6 ' oz (HORIZ. 4 VERT) i � �� 1'-011 � TRANS✓ERSE i�ARS I -� p __.__ _. 2 -�.._ _. __ _._}- T : PILASTER DE'FAIL _ PILASTER DETAIL , , y RETAINING WALL FOOTING____ ^- __ _ _ WALL SECTION Z Y P , �, ONT. � 0 U I I I`v G ___ _ _____ _ �� ., " � _ --___. _-_-_ ___ 1. 10, f (4) " 8 CONT. _ 3" METAL DECK w/ 21/2" • 311 oz. EF. I GONG. TOPPING w (8) TC'AL BARS } C-4 U L RI 111 � ��- 5,41 12 oc. ALT, FACES °� � �CIhJ 1 VER cr Q p /oo" " 4 DOWELS __ _-_ • �1� W �n v Q ° Aix 161 1 r.G. _ --- - . '8 __ `� / �, o = °°° • O°nO°'� � 1 REF 10/9�a.1 FCR _ _ • \ " 4 B 12" U.C.. !r C3 do ° NOR{;'_. EF. I �i 1'-F" 1'-0' '� z o 1_77DGER ANGLE 1(d' / O I m ; a Q 12' o.c. OF• WALL IF VERToc. ao ao r I 1 VERT OF. REF, Pl_AN FOR M S.On. REINF. 1 • \ • • -- -.140OK5 TO MATG!-1 1 � -REr. PLAN FOR S.O.G. S.O.G. RE INF. _ -�-f- , 2" CLR. R,L`--INF. Fl-._2 LB= 3' ._ I Tl'P, R! I .,......._. ..........r_........� 211 v TOP 4• 1 • 10 o.c. GLR. ( � (R: 1 TRANS. BARS s • - ORE r \ . rr -_ ! , -"-� 135• • \ �yPGLR s-- HI00K5 • 4 o.c. ' � '- I ALTERNATE _ I m U =,._.•.__ : • -' I ` _ ~- _T-�___ (NORI Z. 4 VERT) "4 T I E6 t- (4) " 5 CONT. B 1 E , 4 135 - _ -�-• a c:.:'R055TIE5 DRnwN BY: jo 12' o.c. MAX. o JA _... _ it I - t lI;, .. �_ ;; -n __ II Nook S • 2 " r, • 12" cz. TRANS. a L��___.1_ __. __ - 1 ",4 TIES 4 ALTERNATE 1 d E-3 • • i GRD55TIE5 (NORIZ. 4 VERT) ,as Na. 983= 3 • �0 4' G .C. MAX. -� ---- 01, SHUT 8 T 0�J 130T. 3" GLR. TYP.1 1"' LONG BARS ' 1 �� - KT,, ,T 7 PILASTER DETAIL _ P�Zi�-S'I,ER _ DETAIL �__.�..__.. RETAINING WALL F00 INS A��UME SIT FRAME WALL FOOTING0 7 __. _.___ __.___ _. ____._.__._-_____ i =i -0 _ �/ - -- It till, 1I11I111 :II,III•.II, 114.1111 th1III th+ JUN 0 2 2000 IIO1111111'll t, the dunlmm�t i. ul nr,Irxin;Il qu;Ilil�• 1111�'fI�I 111111'll � Ip 1 !11'!IIIII!11f1 ! ' I I I III'I l 1111{II;�!11111111f111 I, Irl;rjc� I , Illjlll ! Iji! I ijly:►Il;lljl IIi�lIlli�ll:liLll;!i!I!�Ijil!;! 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AS gtECIFIED / tTYP, -_ a �- !_ \ PROVIDED STUD MAX. ee "" SC fOLTB, J ^T () SPACING : z _ -._ - - 3" METAL DECK __.....__ z,"_ -�'br _ - (3) BIDE-5 TYP w FULL 0 Q - " l'+�It1 / 't+ F . �1y, �/ DEPTH 5�4EAR TABllL 4r r•.,.• .. ._ /� �- ._, .fir _ r_ 1-i /•1i 1 1 W l/�� 5541♦ 1� I 'W r A5�12 GFZADE 50 .. TOPPING . - - b'� fE '�: 5 * W Ib I % �+► il, 1�` REF. SCHED. ,3b.1 x I r --- - I lI� f19,4 , TYP. ,4T y` nl 1 k12 UJ 14 ..--� __- _ 11= 4f► SHORT ,LOTTED �- � �_ �br ul U ' _,,,_,_..., 4 3Y MME TR'T� ' � � ( bib � � [X � I/ � sem `~" ►• 7 - `�= — — T d) b g - PR20vIDE ADD'L STUDSQR h l _ -- _ S • • •' ' t ® ENDS TC MEET NUMBER - � �� REF. SCNED. 2/56.1 HOLD � .� j REQ'U. IN BRACKE I UEBY FROM u in Gla TS � x. 4. N _ BEARING -----r t 'tr�' '_ _ w/ (3) Nb"0 A325 I }_ ; ` E!2_< F_.E SEE_ P�CtAl 4A ' Q_g 1 SCS 50LT5 EA. SIDE 4x4xCONT. ��VWEp_To 5AM T COPE FLANGE _ _ -- • OF WEB an _ .. s}-- _ - t ,.. r _. L._. T w/ AS REQ'D. --fE TOP t 50'r " N�TF - BUILT-UF IF EE . ' y4 , EMBED IE �x6x0'-8" 1 [ ] STANDARD OR 60ORI*I' 4 48' o-c. T/ (2) 0x5' THE MINIMUM NUMBER OF 5TUD5 REQU.RED DUMBER OF S UDESHOWN AS X N h - 1.) SLOTTED HOLES FOR <N HEADED SUDS THE FRAMING PLANS, [ � INDICATES IQ %x(h - I!%) FOR t _>�I 1�"0 A325 5G BOLTS 11! :�« --_-- ON A GIRDER BETWEEN BEAD" CONNEGTICN POINTS. NO STUDS REF. TYP. BOLTED • ______ �";,NGRETE WALL s ARE REQUIRED WHERE NO DESIGNATION IS GIVEN. ADDITIONAL FQ�; BEAM CONNECTION i m To MEET THE ABOVE MAXIMUM DETAIL o NQT�. 1. STUDS MAS" BE REQUIRED O EE D>* L _ REF. 4/362 FOR Ai-TERT1ATivE SPACING REQUIREMENTS. OPT!ON 1. IF MULTIPLE STUDS ARF REQUIRED IN ONE FLUTE. THE IlZAN�1/ERSE SPACINGS SHALL BE 3" MINIMUM. L_EANI TO COL.-.WEA ' REF. 5GNEID. 2156.1 © TYP . COMPOSITE BEAM TYP . i IK47112XI'-0" W/ 4) - A/4 A3 A3''S i BOLTS AT USUAL. ' i W 1@ 5F-YC*4ICJ,� \\ _ _ PF'., MEGH. Y TS bK4,J U 01 TYP. 4 I - ✓- -` , ADDAil / 'L. FLANGE M (! ( j / lr ►�'- ` ` r' ,' Axl'%xi'-0" O�� ,�4 ~�`'''� z ys { � I� a.c. _10 �r W 12 COPE FLANGES - __ Ie I( 6 �x' A325 Q a� SC BOLTS `'� � / EA. 510E OF 1 ALT. NOOKS; ; u � -~T~� ' (UJ 14 6 51M.) L4 (� w! 4 4 (�j FLAN6,E: /---, i �' BOLTS. Z Q n 0 W 12 GTL. ^4, l3I SIDES • 4 WORIZ. •- --- Q� 12 C. MAX. ��� - 1�2" METAL DEG : , II _ - fE, /4x4 w/(3) v +� e 71'P- � w/ 2" GC3NG. � , _ - � �4 'o A325 BOI."f 5 (ALT. FACES) _ _ QL ,� f£ �fe 3 EA. SIDE _ . . _ �. ... TOPPING -----FULL DEPTH r . ._ _ r�-> x r, i � � `4 STIFFENER fE 4b" ___ __ ____:, __ _._ _._._ OF COL 2.. 13ELOW EA. J �,,,. - -.' - `" { I. _ W 12 C:CL, " _ _ (� ��1 A FLAWaE ON BOTH `- - ---_- EDGE BEA:M5,,.,__ _-•...- _ 'J J` I _ _ � t!1 y4 ` `\ SIDES OF WF WEB REF. PLAN )C ,, TYP r -- EDGE OF SLAB -0 BEAM 1 y4 (3) SIDES T8 bxb COL. ---- -' y TYP. ,10 ���� 0, nr- r 1 W 12 ESM 0 n, ti ry EA1`✓1 ' Q - 1. S COLUMN TO WF B `� 5TIFF�NER fE, J B EDGE OF SLAB DETAIL _ CANTILEVER_BEAM _CONNECTION_ AT ELEV•AT01 MACITINE ROOM ® ® MECHANICAL CUR _._._ __ �_�___._________---___ ___ _-_ 1 _ .___.�� a x 6 Q N W 1.2 E r�A M _�� _ .___________ _- _- -______ �� ___ 5 1 '7 13 (4) - b/4""0 A325 � ..." BOL 15 AT USUAL J4 Tj7" GAGE (2) �/ "mx4" HD'D. ._. * -'. I 1 4 _ _ 4 -'�I n''UDS A? 11/�" OFT; L� ----- �,p � � IDECK +2A. COMP.� :� 0 BEYOND F.P., �\ )i� ` 'rYP END 07 CAP fE (� * ♦ TOPPING. AD17'L. FLANS:E t c + I • ' xixl'-0" ON � } � � - • rrs"� A:�525I � � �,�, / EA. SIDE OF 21/2�'. ,, U - � -~ "" -" SEE PLAN FOR ��` 5c'� BOLT5 1 t r -3 METAL DE(-,.'. E L'��ATION. -I FLANGE =4 BENT DBA fes-_ '�� � w/ 21/�" t.ONC -}-• - ''f I , ~ . �' 0 TOPPING VERIFY w/ MEGH. r_ i 3) SIDES CENTERED ON �,� _� �. 3/4'" ( 3'I -1S/4" 3 _-� ! �_� "' GAP IE ,-fQ '6 w/ HORIZ. --_ ,- 1/2 20 GA. __.. '34 ' TYF-. SHORT SLOTTED /--�� }GOOF DEC< (1/ f -- .--- FULL DEPTH - .�' `, _ -- - / K- STIFFENER fE �' G.tP fE '�,(�,'__. -- `l ♦ w w alp • _� a, • / -- BELOW EA. TS _ .>_ _._._._.{�{ ~`— 4x4x!/4x0'_6'I • ' � � 4► .rr wr � s -.� FLANGE- ON 50TH (y_j T ri 0 1 10 SIDES OF WF WEf3 Z 1 1 _ _ I .rte ,� aA I alp --. ff'_ '/2x8x0'-9" w/ l2) Y4 W iC� !� ---...._% I to 0 3/4"t A32 5 BOL T5 4R ,•5 6x6 COL. ':, 0-XFo COL. a TS 6X6 r n' � •int •0 ! � � ar i � 111 • ; \.� l� n 410 40 40 40 HA { ! , "�--W 16 Bl'i -;.._. b 1 ---) I TYP. "a .`325 C� TS COLUMN TMJ YiTu BEAM (k �-- Sr. B✓ T5 -- -- 'loN Ja-A �� AT ELEVATOR �:1A(�HINE ROOM — TS COLUMN TO (SON C . SLAB ��' TYP . BEAM CONNECT'I01`� DECK TRANSITION TS fi�F� ON W 16 BEAM � _. 0 _ _ -1„_1,_�.„ --- _ _ _ —__- ---_ - - 1„_1.-0” / 1 1'-0 ►L- 4- 9( U- 1 S 3 � ! x r' �LE \ "YP r-5A5E f? 5% 6x1'-Cal” IE /4X!i,KCCN.. w/ _ ,q DOU5LE ROW 51W_%LE SHEAR M COW S(C Eli 3/4"*x�4'', HDV. STt!DS - - ---- - -- } Ai`CHORS WEDGE 1 16" Ivz- 5TWN. B1` VOLTS MIN. WEE3 t* MIN. WEB t*- EMF3EDS REF. GEN, CONN 1ST ?ND LATE LEIi,sTi4 CAPACITY IF TOP "LG IF TOP 4 BOT « ` TYPE COPED FLG. COPED c� 3x1'-6” A'1PiFi �- --- STRUCT. NOTE- __3" METAL DECK RDW ROW BAR �' 16" O.C. 1°/ '" !ROOF DE'K "�' , r — -- - I 2 w/ 21/2 CONC. 1 ! 3!/i 4.9 .1�3 .202 SEGTit�1 A-A r� TOPPING F5 2 2 - 6" 13.4 X187 ?'`3 y ----TS bx& COL. (2) ,43011 ERECTION—-- y23.0 - 195 BOLTS A5 REQ'D- -____ 4 CCJ 3 2 9" ! y I - i --- - 4 E_j 2 12" 34.8 - - _ A �'�' -----14 GA. CLOSURE 15" 46.0 - - ,� fJ !/2 NON-SHRINK 't8 4-12 L�1 5 2 --- J � � GrzOUT :3G ICOIJN. __-__-�/ • _ W 12, TYP. I U 6 2 i8" r✓-(0.1 - T,.. --- OFFSET ADD. 2 I/2" RETURNS ��� 1 G� `i 3 21" 10.3 - - EMBED. 21/2„ T 4 5 TYP. �.. '�-- �-T3 8x4 (SLOTTEGI 8 4 24 89.1 - _ a 4 ! -- pa� `,� THICKENED w 8" CONIC- WALL _r J 9 4 27" !OI - - _ REF. IiSSJ -- a ,o EDGE REINF. W i4 BEA!" 10 4 30" 511 - - FOR UNDERSL AE's REQUIREMENT 5 )FOR tw <MIN. WES t, CAPACITY 15 REDUCED BY FACTOR tw/tMIN. T EDGE CLOSURE PLATE ac T W BEAM TCS TS DOUBLE ROW BOLTED C0��1IV . COL. TO, _THICKENED EDGE_ TRASH ENCLOSURE BEAMS ______.___ ________._._ __ _ CII � l iiyHU 1 1"�1 -0., �-_— -1 2Y W L� NIG4g0 r� m � r �•�. as 3/ "4 Q�) (�) p A32a" BOLT o ao N "0 � WINDOW DAVOT TYP. AT "' Y,n VD ° . 4 , 4 SUPPORT cy BOTH g(8 8 all �'" ,_. 04512 GRADE 50 (y4) 4 ENDS 18 8 fE '/2x5 6 W I6 'J, •J, �x41 ; � W 14 PR TS 8x4-_.-_--., ' fp 2 .�. NOTE, ,OREGON �7 4 I � , `-' _ 1. REF. ARCH. FOR LOC. DECK SHEAR V PUDDLE WELDS SIDE SEAM ATTACHMENT .y OF ALL WINDOW y �� ' PER SHEET DA`.'OTS 4 �'' ``�-_ -A5`12 GRADE 50 V AT 941 F+LF 1 BUTTON PINCH 0 12" oc. TYP 3� -' EA.A32BC 0 TYP', GRAw'N eY: 2. MAX. OF l2) WINDOW �� -_.._._....--W 24 BM. s �---- EA. SICE � W 16 JA i DA,VOT SUPPORT.. •V AT '1,91 PLF = 1 BUTTON PUNCH • 24 o.�.. PER BEAM (2)IDES �fe !` _,/ '. ,'``' W 14 loe NO. 9835 3 1 BUTTON BUNCH 12" o.c:.1 �'• AT 516 PLP sH-EEl Q] DECK 18 TO BE TYPE HSE 36 w/ 5HEARTRANZ II ALTERNATIVE BEAM TO 1 r, DETAIL TS TO BEAM CONNECTION BEAM MOMENT _._CONNECTION _._ o 0 ? SHEAR DIAGRAM _ WINDOW DAVO _ _ _._ _-_ 4 C16) N.T.Q. �._/ - ..".,.. ... r t: 29804 III I' ,R-nl't! .,..J :• '+.� ;; .k:� s.>" If Illls nolll'I' I , ,I',u. I Ir,u I•, Ih,ul 1,r JUN 0 2 2000 :,, dOcumenl, Ihl• Ilul uu,cnl is of n,;u'1;inal yu;11i1�. Illll'f111111111'11 }' � VIII .1 11' I II 1 1 1 1 11111 I , I 11'1 IIII i t ,II', IIII - 1 ��� � 1 � I 'IKGN MAOF IN c"Im _ i_ _ _. _-. YI - - ' - ' f [i T- ij 1i s T, � ---rr— t� . pI ti � n ,I,,. „ , I , T I114 ! III!' !!!1111!IIIlIiliiiililli ,{ 111„ .III{I�,,,. !1111„ I,II TI II 1111,]i, Ii11I I II I •I. I I I I Innll"I"1{!!!II{,! PP I 1 „III,! ,111„ � �I II ��� II I�� ,I III I�� I!.I ,li'IuIII II I. -I� I II lui!!!tlll !I!,!, I I. , .� tf•A,� r ! TYP'y>A B; U1 � COLl1M1� f �_ 7 PEfi'F'ENDiGULAI+Z FRAMINCs ._------__-_- __-.•.,,1„ _ . - I GO1P031tE DECKING-, L 3x3x1/4 w/ -3/4"a AT SUly f A301 E30LT EA.S 'l COLUMN UJ/ REF. PLANS END ..._-.._ __ \ZJ1 1}11 r CONTINUITY ES � -- �. D BRACEI. FRAME GGANECTiOhd ..H' Uim I l� ,�, MIN MIN SIZE LENGTH SIZE t SIZE � �, k> y ! '__ ___ 5RAGE P - _ EW-s LENGTH N 5 - .. I NO STUDS -f'' i / 4 a `1 l LE NO TUDS THIS ZONE L 4x4x/4xl O , ` �' ,� THICKNESS !"> F Q - M _ T 1'P A B C: TH15 ZONE II U wl (2) 11p ll _ Q _ i 42" II 52'1 I i I I Ek!='ANSION BOLTS l - i �. T5 bx8x/4 4b' _ - cq - - - --.` (31/2,I EMBED) // ,u! 14 AM WEB DOUBLER BE -r J \'_` --_ :_--- P, MATCH LEN6TH T6 !0x10x!,IE, 3/4' si(`' 18" 34- 54 4' _ 64" LONGER GUSSET - 2 1j- ;' , g.,I 1 I 1 ,�i ,�' 5i11 54' _ .. _—mow_.._=.. - •" •. ,1 I ,f/ - _ - _ - __ _. OF ' � 1Q S IOx.I?)x � 3/i' � ''ib f!� �1 X vo I `, `, U 111 .-_1 d) U_. SCHEDULE SPACING OF BRACING ANGLES TO f ,' 1/So.3 FOR rU55ET -------- W 24 Ol'li2 W 30, F=RAME GIRDER OCCUR AT THIRD POINTS ALONG / ,' � /' fE THICKNE55 CUT FLANGES AS SHOWN \ BEAM AT 51M. _ a REF. SCHEDULE FOR DIMS. -� r RAD I UE) - 4C2 +-B ? `�J� _ /. bG � I. ALL 5ACK �1P BARS AND RUN TAB5 AT BOTTOM FLANGES SHALL BE REMOVED AND . - ' -T LD. -- GE BF�A.CE BRACE TO BEAM CONNECTION��NECTION BP,ACEI) _ .FRAME__ CONN . SCHEI)t_.; _ �� IilELD BACK-GOUGED. FILL GOUGED R3~GIf}N AND FINISH WITH FILLET WE BOTTOM FLAN _ _--- ---- 1�----._--_-- - -- 1"il _p" S3.1 ca 1a5 "=1'-0" S3.1 U 2. ALL COMPLETE PENETRATION JOINT U.ELD5 5HALL BE INSPECTED U_.7 RA50NIGALLi' AS _ 4m -- REQUIRZED BY AU15 Di.1. /� " x COL. TYPy4 3-12 / WiDTH x COL. 5 4L ,' � y•. 3-12 3. EDGES OF GUT FLANGES SHALL 13E GROUND TO HAVE A SURFACEDEPTH GRADE ROUGHNESS VALUE NOT 50 PGP fQ _ IN51DE FL/�NGE IN EXCESS OF 1� 00 AS DEFINED iN AN51/45ME 846.1. GRIND MARK.-, SHALL BE PARALLEL. A B :SHIM P ltux13 ' t ER AXIS. J A B �-' fE ��f6x5 CN EA. TO C4 RD r /'/ TYP. W 24 COL. �' f - / SIDE OF ;UEB r / ` TYP. CONT!NUITY P tE ! 1 �" / REF. SCHEDJLE TO FLANGE, TYP. t -l� I { � W 24 t31`AM TTP /563 FOR <sU35ET -_.._.. ,1. e TH I CKNE 55 4; GRADE 50 ---- _ *p -----OUTSIDE _ ..._ � , OUTS DE FLANGE WEB DOUBLER P I/�" GAP SLAB i 1 - '" W 24 FRAME I-CLUMN j g I CsRADE 5O = w! THICKNESS ALL A!r?OUND ! ' REF. ELE` '.� !ONS �^ - ! P x12 TYP. 1 x 1F- +- U i' I 'fb ! ''^ -- fE 23/4 16x3'-9" - 4 PER SCHEDULE j / - 5 ^*� # v ' I WELD wI (I) - P: 1JG f _ 24 (8.) �ie,Ia A332SSG V 1/ "4' PUDDLE WELD ! 1G.F. 5 24 BOLTS ON EA. SVD �{ ® � OF C CL. 0 � i � TYP � y. '� �' �r OF SPLICE. (16! `L felli� t4'} (-1 TOTAL R Z GHT OF fE FOR PER P11D HE. / DOUBL]r R P T!-!C<N- E35 i _. _ __._._ I - FULL DEPTH SHEAR fE � _ I BOL .� ! I _,_ TOP77- OF FOOTING -�� . LESS Ti-44N b4. PERPENDICULAR FRAMING I FLANGE TYP + W+�ERE OCCURS. REF. TYPICAL- I I ' �1'/z" NON-SHRINK MAINTAIN 2" EDGE DISTANCE TYP. {:>,-)LTED BEAM DETAILS TYP. 41 B01 H I I GROUT E3AGh�-UP BAFZ ` SIDES OF COL. JJ I _ �'�. 3 TO F.O. COLUMN._ ._.��� k 1 t .B1 I 0 iE �,x8 ON EA. B q 'A I ! i I r. . i 51DE OF WEF3 �1 ' W 12 COL. � 7 P----..__ _ N4 STUDS � � j � ( NO STUDS ` n w/ (12) 1+110 THIS ZONE t`AL1✓ THIS ZONE I I , ! ` NOTE: A3255G }✓OL r5. I REF. tYP. MOMENT FRAME 1 CONDITION FOR ADD-L. INFO. i SHIM 51ZES ARE BASED ON ' MILL TOLERANCES, -j r� 10) 11/41,aA325 (� t � � CONTRAGTCR TO F1E��7��7'ERticlf r�:M� Q 4 �`" J �+,NGHOR BOLTS — -- � ----i I B ,® ---- -- 02" BETWEEN ROWSy,-- - BRACE FRAMI�, SPLICE TYP.1 P MOMENT FRAME r �- I a �I 1 'U r 3 T AT FOUNDATION -�' �'Y 12x65 TO W 12X70 CONNEC TION AT TOP OF COLUMN BRACE CUIV n . 010 1., _ 53.1 - 53.1 1 =1'-0" { - }-- _. I u TYP,; y 3-1� s EREGtID f:0 + pit ;,`s ! 4 -SHIM RE /16XIm ' INSIDE FLANGE- fE I/ex1>a fe �bx�x1'-(b" BUI_TS 1 9 AS REQ'D. ! -- t-" - (2) fE 34X31'2 AT SIM.) OUTSIDE FLANGcE '� ' A B MIN. I 2" TYP. I �SPLIGE fE 3x9 5t� _ /� . A . B s_ -- -.-----�-=__ RETURNS f j, / t�-�T 7t8, TYP. � � 31. {IT _ �� TYP. ��, -'-W 14 BEAM, COPE ' t i TYP. (8) -1/8110 14325SC FLANGE AS REQ'D. BELTS ON EA. SIDE r� TYP'. / a OF SPL ICE fE (I6) fL'I ! �� � W 24 OR W 3rd FRAME GiRDER r. � 2 .t ; TOTAL BOLTS REF. ELEVATIONS PER FLANGE TYP. 14 iE t x 4 x d-6, GRADE 50 -" MAINTAIN 2" EDGE I t GIRLER 11PB THICKNESS y 3 G t }- DISTANCE TYP. +� f A B ` I y" ! !E h CONTINUiTY FE +- ROUNDED UP TO NEAREST e TYP�- . C ~ �__ i { TO WEF3, T`r P. ` Gi !BIRDER NOMINAL DEPTH, 1, IP / �n } -- �' 3'bxl�a ON EA. r- I - -_--- A . B v SIDE OF WEB I _ w/ (!0) TOTAL I CONTINUITY fE THICKNESS TO n Ira 'W A325SG 5 / . - �i I E F MATGN GIRDER FLANCI BOLT5 TY"P. ' ! I _ E F e W AT CONNECTION ` _-- W 24 COL. TYP ! REF. SCHEDULE 1- SHIM SIZES ARE BASED ON MILL TOLERANCES CONTRACTOR \`PREF. SCHEDULE 1/563 FOR GUSSET 1iOT TO FIELD VERIFY FINAL 5.-�IIM 5!ZE5. � i �ql,� 1 1/663 FOR GU55ET ft tHIGKNE55 � ELEYATi_ON _ r __.. IE THICKNE55 REF 10/563 FOR DETAIL - _--- +� TO'= OF COLUMN, TYP. ® 2. SIM. CONDITION REFERS TO W 24xI03 TO W 24x146 CGL. SPLiCE ~ i- I __.._`�_ - I T W 24 FLANGE BEYOND ~ V� a� , _._. O D BRACE CONN. AT FIRST FLOOR BRACE TO BEAM COI� NECTIOIti � �a o oN MOMENT FRAME COLUMN SPLICE __ _ �_ ---__- _- __ �N W 24 c0L U1'�N WE1'3 —-- _-- -- ''� 1"=1,_p" z � „ ., 53.1 53.1 � (� -_--_- 11 / i, =1�_p 53.1 1 ju DOUBLER PLATE SCHEDULE W - - PLaT>` rµ;cicNFsg AT GRID LOGATIpN `- "G�NTIi'tUITY PLATES . _-/ r - ' --W 12 COLD-N o N J -EYE:LfE A, 2 4, 3 A, 6 A, 8 M 2 1"S, 3 M, 6 M, 8 ;: / E F - GRADE 54Q \ '� ��-W 24 GVL UMN ROOF 3/iru- 3/16 3/ib - J!16 a/16~ 3/16 3/16 3/16 �/, g /l� TYP W - 1 11 2 I GRADE 5�-- ib -COPE FLANGE AS10 r 3/16 3,16 3/8 3/8 3/6 t 4 4" o N N 5tH _)/116 3 -- ----. WEB ,'INUIT`k" PE I. 1 _ . -I/e"a A325 fE 23/4x16x2 -m REQ D. r M M 'A to tD i 3/16 3/16 '1/16 �/i6 3/Ib TO WEB TY P. { � ANCHOR. BOLTS ! 4 - /(0 1. ib Jib gib ! REF. TYPE LGI CONN r TH _j - -- t TUBE. �1e `1 FOR BOLT t 1/16 -1/16 �\ fE ! I 1 1 ` _ C� EMEN �I/,I1,w1Y N i/16 i/16 1/16 x/16 - T - - 2 _. - _____ .. PLATE ,, ' ! ARRANG D ;; I/a' NON - ' r'-'_ _ ! WET- DOUBLER T J} `i T' { j OP pRar SHRINK FOOTING= �E�- �s�/ MOMENT FR,,4MF- ll = —� .,� i r b� 21 -✓TOP OF W,. 01 j -- .r lF Ca . OJT SC�4EDULE R GON � OR FOOT (6) 1'/4"aA325 � COLUMN it �..W 14 BEAM ir1>~;N51onIS / W 24 FRAME O , - � �, I ANCHOR BOLTS '`, _ ql�R tM 55-4—E _. I _ £iIZE i1/," NON (I2" BETWEEN SFT "A" iN. 'rs" 1N. "C" ,N ,, --_._..._..-�F. SCHEDULE-: _-_..�� �, I _ I GROUT ROWS) .� 1/663 FOR GU5C _. µ W 30x108 9 28 2 Va 1, -,i y fQ THICKNESS os7awN BY: .WEB TaOl1BLEf� PLATE 1i TYP. 4 JA UJ 24x84 8 20 2 '-- PER 6CHEDUL.E � y4I �VO No. 2 x3xO \ 9035 3 W 24x5 8 20 1��41t ,�-v, rut, __-- EAGH \ 1. 1 tl ` y �_J� V 51 r E, SHEE1' C '5x4m A B 5ECTION_A w/ (5) 3/4" BRACED FRAME A �� 5T Ii�ENERS � --_ ---__ . C 0 N N�,C T 1011 �?J �r&gzn� _ J BASE PLATT , �. COLUMN _ _ T OL. z OLUMI� AT F C)U�� DATION BRACE TO C:._ TYPICAL MOMENT FRAME CONNECTION MOMENT L I__---.______ __._ -- � -_- "_ _ , i ( S3.1 i"-:t' -p 53.1 S3.1 `` 1 —1 p' __...,,_.-._..............._ cl M " ss.1 2980,11 hs I.II,.t,l I , I11I�-nl'II If Illi Il 111111 ,I ll lll'I1� 11f:11C1 (11:111 IIID JI;N 0 2 2000 . (lotulncnl. 111c IImIIIIIenl is III, Inarvinill yn,Ilil�. IIiA II1111111�'ll ,�IiI!IIjIjIII'!I!!!�!�iil;! ! IIIjIIIIll11( i"i�>ii�ij!{Ij!I!11II{I{il!ji{I',,,II;' ,!! � ii� ,!I! i;� ! i{li:{I�Iliil !IiIijlli�ij:;l I I{I'tlll�ijiil{I J!�]!jl-ji�!il{Ij� Iiilllllljil r INCH MAD[IN CHINO, 51 1� —j —�' {j E� 1� Ly L• — i <n1 "—i-��� � ` ,�Will 111111 krL. .. ' ... I i` ,� t�,y ,1 .i,'� 1.; Y n . N u.r. rsM. . , w.. . . M.rw1rM.. _ _ _ __—" r...a..r.+..ww...•,.awr. r, .,n.r,r.-..i..w+.w.. 1 '•` ;,�,,.,, _ ,.-. a; ,. , tt,i,. .. ,u' _....,...,...,.._._-.,.,-.,,,,_,,,_,.........,.-„_....._._:.,.........,.,......,.«,..,.r._......e...n.........,,......,...w.,.r„nr.,Y....,......_....1,,,�., r .. 'r, „ -- — __..__ E 3 It 'xi8 (.sA. TRACK w/ __ , b TRACK wl"x1B GA. T A - ' (2) " 8 S ” FTA INCA ._- L 5x3x s (2) " 9 5Ei F TAPPING 5CREWST O EA. TUD ' *• „t ' ; ,i.a; r }F : SCREWS TU EA. 5TUD -41 Ll x13 AGs . STUD __-- G,T . 1 , '. ��4✓I Vl wr ti b x18 64A. STU,:) -- v y ib" o.c. (MAX) 16' o (MAX.)LEDCER L 5x5 t , ? ttl 5TUD 4 l4 ,a. cL.v�ur�E--__ �� --- 4 '� _...._�__ f_. 11%„ ROOF DECK -- ., 6" 18-GA STUDS " --` Y� TOP < E301'• �r TS 8xb w JAMB ONLY. F REF. FOR FDGE OF �� REF. 9/56.4 t ,_�� r 4 61 AE3 TYP. --e3%bxl0 CONT. r-'FE �+ FOR - �� Uf'Pf_R Gc'7NN. UPPER CONN. ._ � ly I. 1 '� y� ' 111 0 r__ rQ 4" 18-CSA. STUD } n 1 12-Cak ANGLE � / N r �__ 4" 18-GA. STUD � -'3„ „ k e EACN uTUD. �~` EACH 5TUD �) 0 m Q STUDS wA. 5TUU5(13A.—/ _ 111 - .. - - , _ _.__ __ 48 o c. 48" 1, 4 t__ ..._ - - .,._._ ., - g ya 4 r L 5x5x1/4 �'� �f Q TS bxb - -' 1'4 4 t._ . -- _ _.. _._ ._._ a v- 4 ��..- 'L 5x5x ,, -- - t�- �-_ .. 4 n 1a 4 tL j , '-- ! '' d SELF TAPPING - I " 8 SELF TA PING f j SCREW TO EA. STUD , 5CREW TO EA. STUD _-- W BEAM T Y"P. �_, - - 3-12 (o' x18 CxA- TRAr'K 3-12 L �OLU' IN__� (REF. PLAN) _ v , b x 18 G A. TRACK _ _ OF BRICK PANEL SUPPORT AT r TYP . BRICK SUPPORT CLADDING CONN . SILL -- �, , _ PRECAST PANELS R00 _ EAST __& WEST WALLS c TYP . INTERIOR C U R N E R WIND 0 W ABOVE V E P __,_ __-.___._._a________..____ ___ __.._ _ __ �_. L S ' 1� A'I' _EAST S T -�C _. ._VY--��_�T�_ W�A L L� �. K.. a_ TS BEAM TO 7S COL ---- - 1 -1 -u Ll cC, -„- __ ____-._el __.. t `� i,.Wi,_(Y� o 6"x18 GA_ TRACK w/ 0.145"0 LOW VELOCITY__ � BEAM, ---REF. ARCH. FOR ; C " 8 SEL~ . STUD TAPPING FA8TENER5 AT 16" O.C. Tl'"P. GLASS CURTAIN �_ EXTENT OF SCREWS TO EA. STUD - ALT. SIDES OF WEB WAI.i_ (SUPPORT i' BRICK (LLE ®.1-f1"4 L.VR FOR �< '' `-`6' -Ib GA STUDS BY OTHERS) 6"x18 GA. 57UD -- _ _�._ �, REF'. 1/56.4 FOR FLANGE THICKNESS IN ib o.c_ a 16" o.c. MAX. y _ ; INFO. NOT SHOWN. �1 J GREATER THAN I% ', 'LEDGER L 5x5 ya 4 4 18-CsA. STUD ff\\ I LOW - 1 4 �_. l-1 STRUCTURAL ; -__--�-'.�' �", VELOCITY ' ' 0/2" ROOF DECK- / --� PLYWOOD (ATTAGI-�f 1ENT5 FASTENERS AT i �� j , _ EDGE OF _ AT 6" o.c. AT PANEL 12" oc. 0-11N. 1!14" „ i'� SLAB T-TP. _ REF. 9/5x4 4 EDGES AND i2" c.c. EMBED) } 11 — UPPER 4 FOR THROUGHOUT) UPPER CONN./' fl b" CONC. CURB 1 " 4 VERT. a 12" C.G.- - '" AT ELEVATOR __._. � ` ._----.. --- BOTTOt- O` [.::1~CK. NO BRACE � PENTHOUSE (REF. ARCH. FOR EX'ENT , ,: :. _ - _ . _ _ . - "*� ;; 6 G,� HD'D ----_ , �- - -- - - ! !_ - -_ _ . ..r I ,-4 I8-r. A. STUD � _J ... 3/.�' 4 x t HEIGHT) -- STUDS 12" o c. - 4 � ~�� " 4 HORIZ. 6 12" c.c- �� EACH STUD. . -1 I ,7 a [ MAX. (ALT. FACES a Ye ; 8 i< �`-` ti !yIt . I .rz ' ��J�, yB L 5x5xt/4 -4 ! } W BEAM TYP. ,,� (REF. PLAN) i f uj DECK ,, I 4' -20 GA. -- _ �.- - \._���-- 18 GA CECK i 1 ply,_. JSTUDS M H SELF TAPPING __-- 4&.� O.C. 5CREUJ TO EA. STUD 6" 16-GA. TRACK'" L EXTEN510N W COLUMN' I-DO NO, ATTACH - -, b"r:18 GA. TRACK _.__-.-. 3-12 STUDS _�..---1.---,�-„--..--�-- wF BE� � _ 1 FULL BRICK C K S I��P P t:�RT �-- �- --�_ STUD BRACE BRICK PANEL SUPPORT AT TYP . F LL IHS' B � � �! - SECTION AT I r ON AT DEC�'K -- ROOF -- NORTH & Sa-(1TH WALLS ____._____A '_ EAST_ & 't� T_ 'VALIJS __----- ELEVATOR PENTHOUSE. BRICK TO GLASS Ct TRTAINWALL CONNECTION _ _ ______ __ 2 "� 1 p _._ .._ .._-- _ _ 0 y- 1 1"=1 (� 4 "x18 G,r,_ TRACK w/ -- ` 3-12 -�` �- .0 -b' x18 GA. STUD (2) " 8 ;SELF TAPPING - `' _ -L 5x3x'/4 - _-- - ''6 4 v 16” o.c. (MAX.) SCREWS TO EA. STUD P 1g 4 E ACI-4 ! ! 6"xi8 GA. STUD -- -_.�� r� STUD I 1 i WINDOW WALL 'V 16" o.c. (MAX.) �- I -� S'r-STEM B`' 4"-20 GA. � } � ._-I`' 12 ci... x OTHF_RS STUDS i4 GA. GL05URE--_.� o.c. TURN I I �2" o.c.. \ ;� TOP 4 BOT. I 1 BOTTOM OF DECK ,� \ `� 1 j y� 4-12 �� (Y4) 3-l2 TO , Ys' 4 I NOS.: \ BEAM i. ' NO BRACE ! 3" METAL 'DECK ` �' Ot — REQ'D. �e w/ 212" CONC. ~1��� "l)� 4,r-2@ CsA. TOPPING .—.� - 4 STUDS 40"+ c.c. 4'' 1b-GA. :�TUD } 1 Ilk �8 "� '� 0 EACN STUD. I - RADIUS L 5x5xg� r--_ _ y� - / ! ► YB 4 -, CLOSURE RAD!U5-- '""- '- 4 BENT P/e -F-RE C 5 B OTHERS ` 8 SELF TAPPING �! WF t3EAM'-_-.""-- .t_.._�� „- - ,•---Com"-18 !3A. TRACK � I � w/(2) 08 SELF SCREW TO EA. STUD TAPPING SCREWS _. 12 A TO E.A. 5TUD. (TYP, b"xl8 GA. 'TRACK < . � TOP 4 BOT). IW I _________. __ - _� -1•,--- . P A RA I E r TYP .P BRICK SUPPORT --- �---- ------_ STUD BRACE w Y r T � 1U AT GLASS CURTAIN _WALL --- � � ON AT WF BEAM�_�_ _ _._._. __nAT;NORTH_._. & SOUTH TrI�_��,I�L�__._.----. � TVP . WINDOW WALL SUPPORT CONNECTION_ �W . ..� ry __ --- --- 3 ow -" z CK tl4 1`u IQ ONT X16 x C i1�1 v �, z a CD 0 SHIM AS REG1'D. 50 �r t� _ 2 RETURN _ TOP 4 BOT. b,�„18 GA. TRACK--�....._.�y GRADE 5@ �e w/(2) * 8 SELF 4 INSIDE FLANGE TAPPING SCREWS REF. 3/51,.4 FOR tj " M cm a IE �,*x5 ON EA. = !E 12 GA. x @'-6" TO EA. 5TUD. (TYP. INFO. NOT 5Hc�WN_ `� `' ^" T'o v a0 -_ cv 51DE OF WEFT / TOP 4 BOT). y4 3-12 t TYP. ,/ �g 3-12 TYP., 34x!31/2 y4 3-12 1 > -�''a _ -c�NIM EE TYP. EDGER L 5x5 b"-18 GA. STUDS - ,} 50 OUTSIDE i --` - �� a I 14 ) FLANGE IE l/exl2 TYP. I � _ 1��EO PRC1F�sri U BOL t5 ON EA. 51DE i [ OF SPLICE. (32) ++ LL 2@5� POWER m BOLTS TO'i AL PER _._. . . ! I � - --- DRIVEN FASTENER �� �� w _ FLANGE TYP. m 12 o.c. MAINTAIN 2" EDGE r !, DISTANCE TYP. i M ! � - 1a GA. CLOSURE _ r�wawr+ H . 1a 3-12' 4 r G♦r:ADE 5@ EE I/,x8 I EDGE of CN EA. 91DE OF WEB .T,. _ , L� 3-12 _� -t 'too MO W 12 COL. TYP:-- __.� `` "" SLAB T'I'P. --PRE(:AST PANE i_ _ c BOLTS, 98'' 3 NQS- b" 16-GA. TRACK DO NOT ATTACH SHIM SIZES ARE BASED ON MILL TOLERANCES. W COLUMN`"�' --------W BEAM T)'P. ! 5}'�rT CONTRACTOR TO FIELD VERIV- gN1M 1 3 -.`-\\ (REF. F'L AN) TO 5 fUDiHELOW. v t , ' , ._ TYP . FULL HT BRICK SUPPORT ORT BRACE FRAME SPLICE _ TYP . WALL, AT TOP OF PRECAST_ �o -_ AT NORTH_._.�c .__SOIJTH _W:�1LL_��_.__ W 12x 170 TO W 12x21. 0 - TYP .. OUT►�IDE CORNER i —1 -0" � � If this nuke o :11FM: 1 s � em—cr Ih:u1 1h,• jUN 0 Z 2000 document. the Il-umeuf is Ill' n1: "011111 yu;llil). 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