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7632 SW DURHAM ROAD-6PF FINAL PLAN CHECK 2/25/00 --- 4/2.4/00 ARCHITECTURAL ABBREVIA11ONS ISSUED FOR SHELL PERMIT -----] ERMIT - I � FAv -] SYMBOL KEY PROJECT TEAM X. ISSUED FOR 90% ' AND Lav LararoRY 5C SOLID CORE DRAWING INDEX PROGRESS SET • A, LTG LIGwTING ISSUED FOR 40% DETAIL NAME ou�vER oPl 5 NIL' ACT ACCI�ST'C SPEC"5!. 5PECIFiCATION65' v I� III rj1J COLUMBIA SUITE 81'� LIN. :.WEAR PROGRESS SET /� 5a or s SQUARE PORTLAND, OR 97201 AFF ABO✓E PNISwED FLOOR LB.or • POUND _ SCALE INDICATION , _ 55 STAINLESS STEEL CIV!L a TM ALTERNATE T -- - - FAX: <503 8916.3964 LAB. LABOR, QRY b.SD SEE STRU_:i ORAL D;WS LAM. L�^"11NATE 5TD. STANDARD - - CONTACT. JOHN GORDON ARC.+ ARCwI,gCTrURAL- -- -- 7 MFR MANUFACTURE $TL STEEL _ _ _ • • DETAIL REF.• F'LETCNER FARR AYOTTE,P.C. AVG A rE RAGE 1- - - - -- - BUILGING SEG ION ARCHTTECTURE II.i\'NiNCi [/vTFRItIv� L ANGLE MO MASONRY OPENNG SUS` 5USPENDED C1.01 Grading Plan • • _ ;;, . ; T ARCHITECT FLETGHER FARR AYOTTC "G 5.V 5 STEM DRAWING NUMBER 108 SUJ THIRD AV'E., F)UI I C 200 "08 S A' THIRp AVENUE SUITE 200 APPROX APPRCxMATE MAT�L MATERIA. CI,Q1 Utility Plnr MTL METAL S.V. SwEE7 VINY� Y_ • • AD.: ADJUSTABLE --- - - � PORTLAND, OREGON 91204 PaRTLAN.v, oRECUN 97264-2411 U S A AGGQ AGGREGATE MAX MAXIMItr 5. SOUTH C3.01 Erosion Control PInn • • PNu:\E:1503,222-1661 FAX 15031222.1'01 T MECw. MECNANICAa. SHIk 5HOwER -� - �- - - -"- DETAIL REF •- 1E.-. : 503 222 166! %%A-%'FF.-JASIONcom AyB ASBES 05 C4.01 Civil Details • • _- ASF� ASPN:+LT MIN MINIMUJ1 SNTG 5HEA1HINa WALL SECTION TAX . 503 222 1 .01 MISC rt15CEL.ANEOUS STA. STATION Site Survey • DRAWING NUMBER A/./! Civ 4CT: MIKE 5HEA BM BEAM MULL MULLION $TOR STORAGE -- - ---- - Bc BOARD 5wC SIDEWALK LANDSCAPE ARCHITECTURAL /LMK MEMS. MEMBRMIE. - BLDG BUILDING MN MANWOLE SYTM. 5Y1'�9ETRICAL _- -- _ --- DETAIL REF 1 CIVIL DETAIL STRUCTURAL X933 SW KELLY H BST-IN BUILT-1N M,D MOUNTED T LI -00 Landscape Plc.n • • DRAWING NUMBER ��' PORTLAND5335W L 9720! BIT,A-1 BITUMINOJS TEL TELEPHONE - -_ - ENGINEER ELIC BLOCK NAT NATURAL TEMP TEMPERATURE ARCHITECTURAL (503) 22 2-4453 T4G T,>NGUE AND GROOVE I 2 BLKG BLOCKING NOM. NOMINAL � VIEW �-- FAX:Tl503;T.48-963 NIC NOT IN CONTRs1C1 T TREAD REN. NAGELE BO BOTTOM CONTACT BRK BRICK NT.5, NOT TO SCALE TYP TYPICAL AO.00 Cover Sheet _ - • • • • • DETAIL REF • 4. X 2 ELEvATION(S NCI.or NUMBER TO TOP OF AO.10 Specifications • • DRAWINGNU)"BER ---.� CP' CARPET N NORTw TOL TOP OF CONCRETE A0.20 Specifications • • • 3 MECHANICAL AMERICAN WEATING C CONTROL JOINT T.OG. TOP OF GYPSUM COr1CRETE 1339 5r G!UEON 5? c,• CAe CABINET OBS OBSCURE TOP TOP OF PARAPET A1 .00 Architectural Site Plan • • • • DOOR• - POFTwAND. OR 97202 OC, ON CENTER A 1 .01 Site Plan - • DOOR MARK DOOR NUMBER C_ or CEILING OD OUTSIDE DIAMETER 70.5. TOP OF SLAP � � 50:) 239-4600 r a CENTER 'NE TC TOP OF CURB -- CER CERAM C OFF OFFICE TER TERRAllO A2.10 Ground Floor PIan • • • • • HARDWARE GROUP - FAX: (503 1 239-1038 .� C c OF5 O''ERFLOW SCUPPER - --- CONTACT: DIANE GARGNER _R CLEAR rldIC THICK A2.II Ground Floor Ref Fireproofing Plan • • • C COLD WATER OPG OPENING TOIL TOILET - P _- - --- - - - �✓ GRID LINES C06 COLUMN �' OPPOSITE TP TOP OF PAVEMENT A2.20 2nd Floor Plan • • • • • -/ CAPITOL _ ELECTRICAL ELECTRIC CONC. rZNCRETE PN PENTwOuSE T.V. TELEVISION A2.21 -, end Floor- Ref Fireproofing Plan • • • 12810 NE AIRPORT WAY' CMU. CONIC,MASONRY JNIT PR �,:K TW TOP OF WALL - --- -� WALL TYPE PORTLAND OR 9'1230 CON5T CONSTRUCTION PLAST PLASTER A2.30 3rd Floor Plan • • • • • � u�F uNFIN!SweD 503 255-9488 -- r •�� «�'�' CONT CONTINUOUS PL PLASTIC LAMINATE UR URINAL A2.31 3rd Floor Ref Fireproofing Plan - • • • FAX: '503) 257-1121 CONTR CONTRACTOR PLBG PLJ'IBING n d - CT CERAMIC TILE U '� UNLE55 OTHER1L15E NOTED A� ) Roof Plan • • • • �vi51� GJNTACT: RANDY TASKER PLYIJD PLYWOOD DON. C8 CATC.+BA51N 6R FL PLATE A3.10 Exterior Elevations • • • • XXX CEM CEMENT PT PRESERVATIVE TREATED V.P. VENEER PLASTER A3.20 Exterior Elevations • • 0 • f 1 ROOM NAMEMUMBER LAND5CAPE C"Ek, 4 455OCIATE5 GI CAST IRON o V.TR VENT T•11RU ROOF -- _ wKGNI?E �C SOX 213 ART Bc PARTICLE BOARD _ C' BEA/ERTON, OR 910 5 CLC CLOSE' VERT. VERTICAL A3.40 Building Sections • • • ' • I O � PTH PARTITION (503) 64 5092 , GNTR COUNTER v.c.r. VINYL COMPOSITION TILE A3.50 Partial Sections • • • • !-' CONN CONNECTION QTY QUANTITY VEST VESTIBULE - - - FAX: (503) 644.50166 - - " - - CORR CORRVOR QT QUARRY TILE A3.60 Partial Ser,tions • • • 1 • .i l� CTR CENTER WCT. WANSCOT ct - CONTAC': JANET OT'Ev A3.70 _ Wall and CanopySections • • • • _I RAD RADIUS W.G. WATER CLOSET -- - - CTK COUNTEIRSuNK RCP REFLECTED CEILING PLAN WP. WATERPROOF A3.80 Wall and CanopySections • • C` CG CORNER s5 �kC REF REFERENCE WT WEIGHT CODE INFORMATION r. DEMC DEMOL'TON REINF REINFORCE W WIDTH WEST A4,10� Enlarged Plans - Ground Floor • • • • 1;- DETAIL RESIL RESIUE•NT - 2nd F:oor • • • • woo wlrLour A4.20 � Enlarged Plans I DA C. • DIAMETER REO REQUIRED WD WOOD A4.30 Enlarged Plans - 3rd Floor • • • ! DIM DIMENSCN REV REVISION W.I WROUGHT IRON -- - �uILDIIv3 ST,�T'STICS I . i DR DOOR k RISER WR WATER AES15TANT A5.10 L^b b y t l e va t i o n s • • • • DN Dowty R' Root' 45.20 To'!et Room Elevations • • • OCCUPANCY - B DWG DRAWING RC ROOF OPENING A6.10 Ground Floor Reflected Ceiling Plan • • • • BUILDING T"PE - "YFE II-1 ✓~OJR 18,000 SF ALLOWED DF DRINKING FOUNTAIN RD ROOF DRAIN � Y- DBL DCUBLE REDWD REDWOOD A6.20 2nd Floor Reflected Ceiling Plan • • • • 1ZO% INCREASE FOR 1"1ULT15TORY 36,000 5F - DEPT DEPARTMENT REFR REFRIGCRATOR A6 30 3rd Floor Reflected Ceilin Plan • • • • 100% INCREA5E FOR SEPARATION 3 51DE5. 72,000 5F DWR DRAWER RGTR REGI5TEIR g �_ 110% INCREA5E FOR FULLY FIRE SPRINK,.ED 144,000 SF ALLOWED D5 DOWNSPOUT 5cL. SCLEDULE A6.40 Partial Reflected Ceiling Plans • I i • • D5P DRY STANDPIPE A6.41 -Partial Reflected Ceiling Plans • • • • SATE DEi/ELOPi�tNT STATIST ICS } ' ' SECT 3ECrIrJlr -- EA EACw SLIT 5LEET -- t ELEC ELECTRIC SIM SIMILAR A7.10 Door Hardware & F in'sh Schedules • • _ - EwC ELEC WATER COOLER A8.10 Exterior Details • • • 51TE AREA - 363,093 5F. ?.3Q AC. EQ EQUAL PAVED AREA - 1 7' ECu� EQUIPMENTLA8.30 Exterior Details • • • 0 ,5(05 F. D Srnokr•,' IE�oRExlSr ExISrING I A9_10 !nteri6�r Details _ • • • I BUILDING FOO PRINT AREA 3054 5F. �---- T Oth.r Inspoc:�;s 3 STORY OFFICE AT 92,642 Sr EXT EXTERIOR A9.30 Irterior Details • • • T ELE✓ FA6?aT,ON T1 Typical tenant Plan • 40% Lo BENG UCOMPAC9 STALLS - 'NONE ARE SNOIUN EMER EME%ENC', STRUCTURAL PARKING RATIO AT 3.811000 ENP ENCLOSURE HANDICAP STALLS 7 REQUIRED Li,. ONE ( I) VAN STALL E P ELECTRICAL PANELBOARD SO.01 Structural Notes and Special Inspection • • • 2 LOADINrz AREAS INDICATED. FE FOUNDATION S1,01 - Foundation Plan • • • BIKE PARKING SPHGES FEC FIRE ExTINGUISLER CAB. � FAB FABRICATE S 2.01 Foundation Details • • • - FT r FOOT or FEET -- - 1 ,56`11000 zz 77.9 X 2.7 = 210 REQ'D PARKING 5TALL5 FIN FINIsw 210 PARKING 5TALL5% 15 = 14 REQUIRED BIKE 5TALL5 FP FIREPROOF S3.01 2nd Floor Framin-Plan • • • ` FLR FLOOR 53.02 3rd Floor Framing Plan • • 6 BIKE 5TALL5 ARE COVERED. Southwest Centel FLUOR FLUORESCENT g - -- G%% '� office Building Fs FULL 5� 53.03 _ Enlarged Floor FramingPlans • • FIG GRN FP,eoll� 54.01 FramingDetails - • • j • VICINITY MAP F O I C FINIS,aED 0` OWNER. 54.02 Framinnq Details • • • IN5-AED BY CONTRACTOR S4.03 FrarTling Details • • • FA r!RE ALARM - - - -�, - r nA RG - F$ SLAT BAR 54.04 Framing Details _ • • • 3 " - -Sp- a F D FLUOR DRAIN r 1;(IUD --- S5.01 _ Poof Framing Plan • i _ I1 1 _ t 1 . I cr -- FF FIRE ExrINGUISLER 56.01 Roof Frarniii Detail • • I • a FFE FIXTURE/FURN15LINGiEQUIPMFNT 5 ,a Fuc FIRE LOSE CABINET 56.02 Roof Framing Details • • 1 r- 1'"1 FLASH'G FLASLING - - --- - A� 1 I c F o c FACE OF CONCRETE S7,01 Panel Details - • • • G �! 1 r ±4$N _ _ ' `" �� SN SHAK Issued for steel! permit only FJF FACE of FwIsL S7.02 Panel Elevations • • • � 47 � �T ^ YNAI - Final Plan .r.ck 2'25100 F 0 5 FACE OF 5TUD S7.03 Panel Elevations • • • 1�` S F5 FULL SIZE - �_ - 5 5t(i FURR FURRn� PLUMBING UAL✓ GALVANIZEC -- - - - �' R -r GARD., 'W GA GAUGE P 1.00 11 �j GEN'L vENERAL Site P l a n • • 1 LSW GL GLASS P2.10 First Floor Plan - - _- • •www d 0 dt NAME _J SW GYP BD GYP5UMBOARD P2.20 .second Floor Plan • • � � + !II � HARR1 GL GLUL M F IAiM P2.30 Third Floor Plan _ _ • • � G � AV 41 GL BM GLUCAN BEAM GND, GROUND �j ! an, PROJECTNUMBER: 003999 GR GRADE - - ' u ? � SEY DATE: - 111,1199 GSM GALVAN'ZE:? 5NEET "IETAL HVt^( HB HOSE BIBB �-- - _ � BRAN%-N: rhea NPCP. HANDICAPPED M1 HVAC Layout - First Floor • • --__- APPROWD: HDwR HARDWARE M2 HVAC Layout - Second Floor _ • • t _ - TWE D HARDWOOD WEIG1WOOD r _ M3 HVAC Layout - Third Floor 0 • T� � � ~ a�, E�LN r � � � � � � F PLOT DATE: - �25'00 FINAL PLAN .,HECK 2/25/00 M4 HVAC La out - Rocf • • REvrsrc:,rrs WC HOLLOW cC� - � . 1 M5 HVAC Schedules and Details • • ' HORIZ. HORIZONTAL ISSUED FOR SHELL PERMIT c - PROJECT SITE -- - HW HOT WATER M6 HVAC Specific_at;ons • • HM. HOLLOW METAL r --- HDBD HARDBOAR>r 1dJ I HR HANDRAIL FIRE PROTECTION -- - - --- - HGR HANGER _ - i� ELECTRICAL M N a� rrt;:r IN a ' INGH6E5! - .. ' FP1 Site Plan • • c• � 1 y �Inn�A-a� ' _- -----� - - INSUL INSULATION _ _ E1 Site Plan - - • • r ; 51 INT INTERIOR _ FP2 First Floor Piping Plan • • E2 First Floor Power Plan • • ----- `'i------� - -- I ID INSIDE DIAMETER _ - I 13 I FP3 Second Floor Piping Plan • • E3 Second Floor Power Plan • • I JT. JOINT FP4 Third Floor Piping Plan • • E4 Third Floor Power Plan • • ar z ar JAN. JANIT(,* -- - 1M KIT KITCHEN -FPS First Floor Reflected Ceiling Plan • • ES Roof Power Plan --� • • st �•� �' 4 �� „� Cover Sheet FP6 Second Floor Reflected Ceiling Plan • • E6 First Floor Lighting Plan • • `�- __ 7SIA FP7 Third Floor Reflected Ceiling Plan • • E7 Second Floor Lighting Plan • • i`(ER ISt1ER �, „ E8 Third Floor Lighting Plan • • �� `N 1 --- -- IN � �' E9 Schedules • - E10 Panels - • • , - b F.- AOOOO - - - - - - - - - -- 7632 SW Durham Rd. SIT2000-00001,OUP2000.00016 I of 54 iw Cm !!IInnlllillllllll 11!1111 IIII1111 IIII IIIIIII!!nln IIII IIII IIII IIII IIII IIII Iii; Till IIII IIII IIII 11 ' ; i 1,i,.I I "' y - I!IIII 1IIIIIIII Illllll ul 11 - I II, Y 1111111. r. LEGIBILITY STRIP o i t3 TIO I�I 112 IIs la 1�8 7 tlEl 19 20 1211 22 I z's 24 2'5 26 217 2'e zs 36� pmm.l cm I • C DZII 1 I OI MONI • IOL _'.�tU �l�liW�ll�. �ul�l�l�l�l �lLl�lt111�1�1ta U11�1�1!l�IllilJ l�1��i1�111�111�1J 1t1 �1�1t1�W�l �LlLl�wil�1�1a1�1wa�J, .�z r . ,ry GUM AW R '•rr IMM n RIM 1w" d IN ,4r.1`.P. "w 1.34!'( � ME IN Ing 1( n.•I 140.14 'Anal AA If 0:1 1.1`4. 1 (•,•: c w . . i1iE_ci' o r.G o' r'_;" r ;4Pr✓ NEW TOPSOILDSCAPE d Iw.. I: r ae Y.r.. , �\ a _N cf w t.kt w Fr Fr r it, .�. o ESU E SEF_ SITE PUN _ SITE DIMENSION E -- ; � vto-:'° AND/OR FLOOR PLAN TOOLED - - - �- �_ - _- --. -_-_- -._.-_ - _ / �� ;t' � SEE SITE PUN - , Ev ry a ' SEDGE r it . 1 ca r. - .. -- -- SLOPE 21< MAX. - . . 4c c -" �, v p�C�f l+ ,-s 34 REMOVE k .Nf ^ I _ _- .,4• r.Cr-LICE EXIST ' 1 1/2. A.C. UFT I I I.I -11 i- --- -�- DU14M GARO . ,^ _ -ti+a. x>I e',w. w:�• SIDEWALK, CURB, ek GUTTER 4n�,1 CONSTRUCT STANDARD DRIVEWAY .• ~ I I 31�: / \ PER CITY OF TIGARD STANDARDS. :,,Er.r„; 1 1-- 1 1/2 A.C. IJFT - 1 1/2" A.C. LIFT .wr oms , MATCH EXISTING GRADES r f!S_ .II LIFT ..- - a" SEE qTY DETAL /142. 1}tl� EL �f ••� 1 1/2" A.0 tame, 'a of,. 4, 1 cp ;re 4 MATCH / 4" OF 3 4"-0 CRUSHED •" i s •• -_ _ x Sit _ «.. n,•a- 1 � F FJOSi1N0 GRADES. w. ROCK BASE tAAMENDED SOIL CEMENT .,. -T++ =7i - - -- s' + -- - �� .��,___ r `:W., -'*' FLETCHER FARK A OTIC,P.C. 8" `AMENDED SOIL CEMENT J i - P -- AR- C'HITECIURF PLANNING INfkR10RS •u�, r FDC ® 1 it �_: -fi r.•.. I. / 08 S.W. THIRD AVFNUE(14-24UITi Oo COM ACTED SUBGRADE i !•f • - .a'"'r •' i M HP . fK)R7lAND. ORF(A)N v� 0 6 / 147 9(74 .3! - ' � � ' ` , ® ', = PHONE:1503122_'•1661 FAX (SOL)-//-:-1'01 NOTES: 8" HIGH EXTRUDED CONCRETE CURB 1.18 d;' y "y - ' W WW FFADESIGN COM SET IN EPDXY. PROVIDE JOINTS AT \ 1.) PROVIDE NEATLY TOOLED CONTRI L JOINTS AT 5'-0" ON CENTER. 20'-0" ON CENTER MAXIMUM. ___ _ _--. 1 1 r . 'd } `• rr• 4p, 1 1 NJ'1. -.4M>T ;1:1 T T,.r rfr lii, ' +,. ,� �- .�; , car: cl= I;4 ". 4 BC 14 1 T 14 >j42 1 ��' • 1 DEMOLISH ALL EXISTING BUILDINGS AND SIDEWALK SECTION CURB SECTION . R►t t •5 - r 1 DE-COMISSION SEPTIC TANK & DRAINFIELD �4t AC �\ r 4 1 SYSTEM PER O.A.R. 340-71-185 C1.0 CI -? dwq N.T.S. C1.0 C1-2.dwq 11.T.S "+ L.P. •:` _ } T43.5 43.7 f, X3.14 C89 ` „ 9 BRIM t40.1 µL � r•1 43 6 ASPHALT M 142.5 CONCRETE \. `1�.3 7 • 4 # 1 • PAVEMIENT, 1 1/2" CUSS C i' ON 1 1/2CUSS B r'UCFD IN TWO 1 1/2" • AC \ u p ; r! •' UFTS {•�'Q is 1414 _ 114�� 144.48 S H.P. f40, e'I,V � ''�V 1/ �/ 14 w \ RIM 139.5 �� Q� EXISTING BUILDING 140 -- C' fit' ' I H P \� Cv k�1 TClive' see 1p� I ! I I I1=J 11=1 \ PROPOSED 1"4 BUILDING (TYP.) C 4 \ TC 139.0 ♦ � 1 11- NOTE. DEPTH ARE ♦ - +(7811_ /yC 13B.5 COMFiCTED THICKNESS " \\ IT 144.50 1(TYP) T 44,3 RIM 13�. .� ♦♦ � �;.MK �rlsulting Engineers , TC 138rf7, ♦ ♦ - _3 ♦ ♦ J O SCARIFY SUBGRAOE A MINIMUM DEPTH Of 12" ° \ j BC 1.��5 AND UNIFORMLY BLEND 5X TYPE 1 PORTLAND °u ° 5 1/2" CONCRETE / I \ 'h Y CEMENT, THE SOIL/CEMENT BLEND SHALL THEN RlM 142.28 \� RI 137 3 ♦♦ ♦� »1 ? - C I BE COMPACTED TO 957[ OF THE BLENDS. MAXIMUM 4" OF 3/4" - U" DRY DENSITY DETERMINED BY ASTM TEST DESIGNATION CRUSHED ROCK ,E•j M , ♦ ♦ D-898 (STANDARD PROCTOR). THE MOISTURE CONTENT OF THE BLEND SHALL BE WITHIN -1 TO +2 PERCENT ITL II R R TI 1T �, ►r` ` ♦ OF ITS OPTIMUM AT THE TIME IT IS COMPACTED. � ,., g 2 � / ♦ �'• � /. + FIELD INLET \ AC^ 3 PAVEMENT SECTION 4 BUILDING SLAB SECTION RIM ,4NL i3 3 ,�,, �,,o 1.0 S I C1-3.dwq N.T.S. 1.V CI-4.dwq N.T.S. j gll"F�,� 1 143.4 I 1 I�f �r C 14.3.2 J .3 �' J 9D� ;► 1 / �1�+t�^��`� "� SO 142.7. - 144.48 i 145 0 RIM 1 ' 1 I 1 INC C.,4d / BC 145. 2i� ` A.C. BC 143.4 �1� 'o BC ,�• sees 1 �\ 3H:1 V SIDE SLOPES .. j ^� AC- 1 CQ- -- 141.01 E139.2 POND r. .�`�•�� 1.�. r y 1 3 • TC 147.7 �.•- RIM 142.x• / ,.�r�� r/alrs�lw� .'•.•• - • J , do • 44•• •', I • BC 147. � 144.-5/' C 43.8 i,k a• •• . T • 1/I1�II1111.4111�U 11 UIJ/11111�111UU1�•4 �' �;� 143.3 i ASPHALT A.C.. BC 144.0 2` FC-144.0 \ C85-- - "`, r w•�.•__,..�eN ,w . ,w.r.• PAVING LANDSCAPE yti � 145,7q 7 � � ` C 143.5 � � kIM 141 \ '�w .,.,% 10 I'0_��+�� "� 50' RIPARIAN ale 14 147.8 - ^•C_ 0 . SETBACK 14 BC 147-- �.-� 7 143.80 TC_11�4��5 010 4•a 0/r , \ 2 IBC ]K4.0 C • w / FLOODWAY CB1 / 14 AD � BOUNDARY 6" CURB TYP. r ,RIM 14p-Tre 1144.ft� 'S► WETLANDS / SEE DETAIL 2/C1.01 lip -''BG 144.45 o • do 400 II�� 11 r • /,... T� L44.75� L45..0 9C 44.25 . Tom O ., 144.5 '!, } a i�147 C 145.75 ,- wMlewe �,� � e� / C82 '' bh*Ir000 _LANDSCAPE I / .- RIM X43. 40 T 1-44 0 �to W r YEAR �`tr�•.,l� _ saw �" � • ' lot ., . 47.0 t' • 5 SLOT DRAIN PLAN �. _ 4 x - �,,s'' f1_WD PLAIN C 1.0 000 N.T.S. r*, !� 2 4 F� 1 50, ARIA41 _ A.C. d�. .. Qi, SE11gA CSO � '••.•� r.1 onam . "wsoma� • 1.15.3 � ` e � 1••,.1� �'• ' sell . . ,� • •••'1/ SOUTHWEST EXISTING DRIVEWAY - l Fri CENTER :1. MATCH WIDTH & GRADE - ' •' GIYa 4~ ',#RAS eP•artl Weal IwA1rAIl tE1�A01 � ' R W LINE100 VW FLOW PLAN : r M• - ,.,',, _.. IHIIIIIIIINHHIU.LLIHH.,IIe ., s n./1 •�,�• �'4f,_'� FLAOD�AY�OINOARY -• _ . SEE NOTE 4 •.w.ra.......■ FUrM PAIM G11DIIIIIIIIINT ` s SEE NOTE 3 '� 1 SEE I GRADING PLAN 1• _ 40' 5' M9: NOTE 3 IN 2 „ 111 I'1 f,t'�t'IId SEE NOTE 2 SIDEWALK D - Final Plan Check SPt 2 /25 'nn 40 40 80 120 a - ' I 3r1' MAX � -�•+ - - 10' -MIN - t PLAN S = GRADING NOTES SITE GRADING LEGEND .-. SGA _ :,< _•h - .'rrN.'�_ - 1. ALL GRADES SHOWN ARE FINISH GRADES. FILL TO 1-FT BELOW GRADES SHOWN. = .1i V - 154 EXISTING CONTOUR LINE 3/4 2. SIDEWALK CROSS-SLOPE IS 0.10-FT FOR 5-FT WIDE WALKS (2.0X). 1yy.___.� ■ CATCH BASIN � STREET -• 2- r 3. ALL TOPSOIL REMOVED FROM THE SURFACE IN PREPARATION FOR GRADING AND CONSNEW CONTOUR UNE M CONSTRUCTION NEW MANHOLE � �� PRO;ECTNUBLR: 991" I•1 I IS TO BE STORED ON OR NEAR "111EFIE SITE AND PROTECTED FROM EROSION WHILE GRADING �U� ♦- UnuTY POLE =� T - ------- - • 1 OPERATIONS ARE UNDERWAY; AND SUCH STORAGE MAY NOT BE LOCATED WHERE IT WOULD CAUSE '�� EXISTING SPOT ELEVATIONAK FIRE HYDRANT - _ - r - DArE: - 2.25-00 ♦ 6.. SUFFICATION OF ROOT SYSTEMS OF TREES INTENDED TO BE PRESERVED; AND AFTER COMPLETION 154, 5 M ME11ER DRAI�?V: " OF SUCH GRADING, THE TOPSCIL IS TO BE RESTORED TO EXPOSED CUT AND FILL EMBANKMENTS - NEW SPOT ELEVATION ❑ ARM BD 2" OF AGGREGATE (3/4"-0") COMPACTED OR BUILDING PADS TO PROVIDE A SUITABLE BASE FOR SEEDING AND PLANTING. PROVIDE STAKE. SEE SPIELS. ❑ UTILITY VAULT SEC r10N _A- A EL ELFVAl1UN Q TRANSFORMER AHD PAD APPROVED: - TN 6" X 6" 10 GA MESH B. M. BENCH MARK ® VALVE BOX COVER `F SAA - - SEE NOTE N0. 4 KEYNOTES ;f� LIGHT POLE. -1' = 2-25410 T. 0. C. TOP OF CURB = ?an;K PLOT DATE: B. 0. C. BOTTOM OF CURB -- . . WALL MOUNTED JGHT M. H. MANHOLE ' TE' - Tom':. •! REVISIONS: 0�1 WATER QUALITY SEED MIX. CONTAINS 20X CREEPING RED FESCUE AND BOX ELKA PERENNIAL RYEGRASS C. 8. CATCH BASIN < FIRE DEPARTMENT CONNECTION C,1 NO IE S. SEED AT 5 LBS/1000 SQ. FT. ---- 30' PEDESTRIAN PATH J 1 CONCRETE COMPRESSIVE STRENGTH SHALL BE: A MINUMUM OF 3000 PSI AFTER 28 DAYS. _ 50' RIPARIAN SETBACK OH'.: - SLOW-FF' LOW:,FF 2 ASPHALT SLOT THROUGH LANDSCAPE MEDIAN AND CURB WITH EXTRUDED FROM TOP BANK/WETLAND BF`, = EUTTERFL V v!,"vE ------ ---- -- - -- - 2 CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. CURB EACH SIDE (10" FACE TO FACE CURBS). SEE DETAIL 5/C1.01 x x FENCE. 3 EXPANSION & CONTRACTION JOINTS SHALL_ BE 1/2" PREMOLDED ASPHALT IMPPEGNATED MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. I 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. r SI:R1,,f Y INF IRIdA`II-'N «;-,V 1`0c1-,,-RAFIIV' i(7•,r� r-,,*),• - WErV? E Se ti'S_r:Il;lATE'> DATED f- u ) --- ----- (NE I '4. NW 1/4, SE(_, I.' 1.23 , R 1W., p A i� CITY ,'11, 'C:SRC, WA`HINC-Tr.-N ('(:LINTY, -RF GRADING NOlCALE PLAN DeO�EDr100!!•'Ml1!>tT A01flfN P. DIES I STANDARD VLMK PLOT DATES. no'31s. GOO dw an1e��l OHIO• NQ 11/2/99 13:4}_23 ARM ' ,� SO 04-1" _- - DFIVEWAY 1 42 1z z7/99 16.2734 HAT ol .ala !� az-4,T Wlllhl 1�M 12/2 000 15 7 34 HAT 1,nPi fAX �){�-r»r - - 1/14/2000 11.44-51 HAT ]I,1 uw a/11�MZ I � 2/3J2000 8 5013 AB 2/4/2000 12 9 43 BMD 2/7/2000 16 5 16 BMD C1901 2/9/2000 8.57.31 BMD 2/117/2(700 10 31 11 BMD 2/22/2000 11:41 12 TC 1632 SW Durham R 99177c1.dwg 2/24/2000 9 2 7 ARM - SIT2000-00001,9UP2000-00 016 2 of 54 C Fr 1 LEGIBILITY STRIP OCm i 2 3 4 5 F 7 e 1� 10 III 12 13 I4 16 1'7 1a 19 20 21 22 23 24 25 26 27 26 29 30 IOmsl C DFAv 31 II 01 HOW s IOE 4 tl 1:�1 �1�I. 111J1 !l�.tW II LII)11>1a1111W.IJaJ t1�111.11��1a li 111�1�111�11Jlil�lLlaliulll�W.�l�ll1! �1�11 ILIiW VII� IilIJ.IJ.�!-11111 1 t1� �1�(�J�U �L1 J�1LlLll1�'.. ul.aU1.L Oz :. 4w; .. ... .. ... .. _ ... ,. - 41, 1.140 .r,aa.u.wrngcrn.w►+r,n,m•cwc'...•.elram.rr!r,wlsrt,ear_srae+,e+eeRaie.•.wvrt..~wrc +v.:.+r•+ar.,•,.•IrxlRxrser...nn-r.+ro+van+r+wS+■ Leh•,t+l:nep +�+Ia+Ilel{�#MIIMMlraaci" y�,ti S S i t TOP OF TRENCH EL- 128.0 MATCH EXISTING GRADE 41, - _- "t1R6 INLET :[ N ,N.t1 R E 1 ,c. A �, \\ r.,•0 „�, �r r,..- r - Til M. �...L _ 'f •N %79 M LMI>�LEL, - •P .k� h --� r , 'E OUT 14'11 f eUki WlE7 r.. 6'r. t.!-c ♦ f i. tlk'. - 54;: SE FFAl 1/V t' U(/(/�Q l� -I I ITTT'' 1.::46 W:E' I b�'� E M •l91�N �� - 1= �0/,� p,Qp 0 0 00 a a I tl.sy• four e!4{•E I \'\e -a 1 =IIIT 1 I o0069000 00c -- ----- - 4 / I I' lu .000o LA W, - LC i V, n 000 0 0�i 000 _ _ - „«•t,F ------__._.. ---- .w �- ark -__-•>•-_ � 3' DRAIN ROCK 0 `� p 000 A4,w1_ - 0 0 -__-_ - - - - ----- ---- 0 0 0p p \ _ DUE* AM ROAD:FABRJIC 00 000000 - _ _�- �_ T _--. _ -- .f _ - t `' -._ _ - / ��: - -- - FLETCHER FARR AYOTTF.,P.C. PROPOSED • ` - -- - - 1 - `T- ARCHI'I'ECY1;VL' PLANNING IN I LR1ORS PGE VAULTT ?ON S W. THIRI) A\'F:NUt, SUITE 2W4w - - - -- -- .. _ .._ -- MRTLANC. OREGON 972W2417 USA. I,IMPE7tMEABLE 12' PERF. PIPE ' - - PIIONF-(50.'�I 222.1661 FAX (503)222-I'01 E rM \ n ' • 1 11'R'W FF\DFSION.(•OM (SET PERFORATIONS AT TOP) H 4i t, . n\ i p.r \�.�� ` I M 1 \ &20 EXFILTRATiON •TRENCH DETAILCONNECT PERF. PIPE .�TO STORM SEWERI tG: ACAD99 99177 TRENCH.dwq N.T.S. 6'IE 141.0 '''`' ! » •1w» 0404 , 1 4 6 0� / ••. �• IEL140 35 CBd_ • m S S 042 'RI 140.5 1 �- 12 M / IE/I3r'.76 f >! ` ( ,•ts.:Td11. ,IE 139.46 \ 1 \ ' a \CAST riOM CIdMEft 1 11 112* m F �ot'snNc iRouNl \. 0 .�o JC 138.5 ` RIM 39.50 - :.. ..•, ., ` /IE 1142.0 IE 137.84 -- _ \ l/ \ ♦ i ':,( •� EXISTING BUILDING \ IF. ,42.4 / D - ,\ ,��, i Z \ 8'STS IE f42.o o�t't� ` --- - ' '• "� -----------1 \\ •� � \ �\ .♦ ♦` � PrIK Consultirly Englne�..�. \\ BUILDING � \ CB,1 /,( \ 6'� , 94 J � M 139.6 ♦, ♦♦ ` 11 ' CONCRETE PAD REQUIRED CLASS 5000 CONCRCTE-� ) IN PAVED AREAS ON:, �EcIcIED • \ N `O�s \ \IE 1 7.6 ♦ MECKANICAL PLUG 4w \ IE 42.0FF-144.50 8'IE\\ •\ � ` ♦ - ,•• , \ U /� RIM 137.3 ♦ ♦ CAST IRAN FRAME \\ ;1E .0 ;+ IE 135 13 ♦♦ �. ♦♦ \ `�' 8'IE 135.33 ♦ �►• ♦ 12'IE 135.16 ♦ ` / IE141.02 RIM 142.28 � 15'IE 135.03 CONNECT PEIif. PIPE // IE 140.28 o�iJ, 15' STS % WO/1)ETENTION ♦ ♦♦ TO STORM SEwE(i, // 8•S ��/ 1 S� 0.021 / OUTLET STRUCTURE ♦ r �>,A S-0.010 1>EE DETAIL 1/04.01. 0 -FIELD INLET / (_,tt IE OUT 133.0 ♦8'IE-� RIM 143.1 �// o ♦ 140.77 �.\ IE 141.1 p IE 134,79 , !� BOT POND ♦ `T xtL[: -6'575 5-0.115 <f>0, rp`' IE 125.0 1 ` A'L CLEANOUT MATERIAL. TO /'IV EL. 134.01 (END) LIE SAME AS CARRIER PIPE / S �I'..r 6' Sw } �. O l exp 1 \ i��.O TYP.� -+ coNCRETt �` \ / �^ � 15'575 OUTFALL I PROTECT1VE�o\ FIRE RANT ASr8Y.-� ,b 0 STS / IE 134.3 / PROTE lUCTK01 1 ETAIL G/C4.01 S 0. IE 140,0 J \ v / CONSTRUCT 6' x 6 FIDICNG 1 i i ICAL) (- ! / M 140.36 ROCK OUTFALL PAD - MECHANICAL PLUG - . �j/ IE 138.36 O \ r. IEi 1 \ qG': TOP OF POND C83 C.0 /iy EL 139.2 (F 1D).0 0 40 i �� `~ (�t(9. RIM 132.9 r'0 N - O�`rJ� IE 140.5 /r �K1TIl1TY S)'SING: r^rrrrrrrwrrrrrr+ rr AREA DRAIN- , 5 10'IE 137.66 / 12 STS IE 137,05 .0 SEE DETAIL 7/C4.01. ++zi+X*'•a tom^ •'^` 4E' - 1 p\ 12'IE 137.58 4'SAN IE 131.21 00• _ IE OUT 125.0 r CLEANOUT S4.075 r / 6'IE; 138.42 ,C 1 \'S�104 !# ' i [ Eti rtsr s>rr.,.�� w r..r r �� a ~Y! I 1\ 4NfE 138.25 \ 0 ►�^ r-IE 111 L � ��r 50 RIPARIAN ' J /� \ SETBACKto FLOODWAN' / SANITARY CLEANOUT ,/ E IE109.DD rM 14,1.7OMMARY 2.0 to 0111 G: ACAD99 99177 CLE-ANOUT.dwq N.T.S /' e IE 138.91 / IE 139.7 ♦� 10'IE 136.63 �A Q pt •VETLAIDS a•"',�.•� ,,r / I/ unrt ;wu«�.1c No ,.i•' \ •` / ,LQ1 I • �� • ;I" ' "Y'1_••a�� / j MAY '99; \\\ y'OO - /� 100000 'I - \ I\� .� � "�S�` , •\� �__•_ ...� / Y. / / 00 CB, � rn � "�` , L, op 1 .1 • 1 11.7 ��2 1 / I vr- '»t+llE'1G'*vow 1 CONN. NEW 4" SAN - -�_, , ._' .t'. ` �J. �/ j RIM 4T� � ,r' �♦ TO EXTG MH PER _ � GENERAL NOTES ` Y SEE DETAIL 5/C4.01 IE 141.5 100 1ENt U S.A. STANDARDS. - ' 4` ` t•• ( ) ^� 01♦• FLOOD PLAN �.. ow' / 1. SUB-CONTRACTOR SHALL PROVIDE ALL MA iERIALS, EQUIPMENT, SURVEYING, PERSONNEL, � \ TYPICAL TRAFFIC SAFETY CONTROL AND AS-BUILTS FOR ALL PHASES OF CONSTRUCTION. �\ \ ,moi %i 0 - - 2. SUB-CONTRACTOR SHALL VERIFY EXISTING AND PROPOSED UTILITY LOCATIONS, LENGTHS, �\ \\ �� RIPAINAN ..S"MCK r r� wf! -PEI, ELEVATIONS 1 -- - - EIEvATI0N5 AND MATERIAL QUANTITIES PRIOR TO CONSTRUCTION. ` r' �e 3. SUB-CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY UPON DETERMINATION OF UTILITY � � - -- CONFLICTS. � � woo SOUTHWEST 4. PROPERTY LINE' BE..RINGS AND DISTANCES AS WELL AS SITE AREA �\ �� / \ CALCULATIONS ARE PROVIDED FOR ZONING AND PERMIT' REVIEW ONLY. CENTER REAL PROPERTY LEGAL DESCRIPTIONS AND AREA CALCULATIONS ARE TO BE PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. _ S. CONTRACTOR SHALL COORDINATE PUBLIC IMPROVEMENTS AND INSPECTIONS WITH WASHINGTON COUNTY. /_r 1 6. ATTE14TION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE �� ♦ - ,' . ° OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR952-001-0010 � ui� �� r�t� � �ANAw �� / - � � \'., •' , THROUGH GAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER 100 BAR FLOOD PLAN r ' BY CALLING (503) 232-1987. IF YOU HAVE ANY QUESTIONS ABOi1'T THE RULES, YOU MAY � � � � �. �. � FLIOODIMAY BOUNDARY CONTACT THE CALL CENTER. YOU MUST NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT FUIMR PAIN EAIEMT \ NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 246-6699. 7. ALL SANITARY DRAINAGE, RAIN DRAIN AND STORM SEWER PIPING INSTALLED WITHIN 5' OF THE OUTSIDE OF THE BUILDING UTILITY PLAN t' - 40' Final Plan ('hpr4 Set 7 ?F n� SHALL BE CAST IRON, DUCTILE IRON, SCHEDULE 40 ABS-D.W.V. � � OR SCHEDULE 40 PVC-D.W.V. / 8. PRIVATE STORM AND SANITARY SEWER: PVC 3034 OR ADS N-12 / 11 I'� !' \ 1 ! I 1 • { (USE SCHE.D. 40 PVC WHERE COVER IS LESS THAN 15'). 9. ALL DOMESTIC WATER LINES OUTSIDE OF THE BUILDING a � 0 40 80 120 � - - SHALL BE SCHEDULE 40 PVC '- ,.E"Ak ',v'\i 4!� -. ;-.'� ",•�, '.!•+'��" ( ;) F' FINE y'.._ = W�'[r _ !`iF 10. ALL I OF FIRE SERVICE DOMESTIC AND IRRIGATION LINES cv 4! - L'AI LF. 'ttiti' _ '.ti�TF'� ':�� .� I AS WELL AS WATER METERS AND DETECTOR CHECKS SHALL BE BIDDER DESIGN. � , - `f4K N�' •\STEN �' T.F 11. CONCRETE THRUST SILOCKING SHALL BE PROVIDED AT ALL WATERLINE FITTINGS AS REQUIRED BY WATER DISTRICT STANDARDS. BLOCKING SHALL BE POURED AGAINST UNDISTURBED :0 AL _ q L'_k; ,tc = a_'T_' _ �•1Jh:_( 1 �� EARTH AND CLEAR OF JOINT ACCESSORIES. BEARING AREA OF THRUST BLOCK SHALL BE m AI' - Al', -r_ �' c' - �'�Wrf: F,' - `•'t COMPUTED ON THE BASIS OF ALLOWABLE SOIL BEARING PRESSURE. 5''.4 - 0Nv4liF - �' v\1. E PROJECT NUMBER: 991'7 SITE UTILITIES LEGEND SITEUA FR, - rR1,1T -,' - `I"JL _ 12. UTILITY TRENCH EXCAVATION AND BACKFILL SHALL BE PER DETAIL 9/04.01 - •1 = ' 5-, t,!rTWr. DATE: 2.25.00 N"SAN- NEW SANITARY !lE1�. ..1;... � .tV'.E. '.SNL --- ------- --- -- __-_ - - -- N"SAN - EXISTING SANITARY ;Rc IRON RCD Fl1!N^ DRAWN: :IRM HD _ 0 CATCH BASIN (C.B.) N"STS- NEW STORM SEWER `� - r. r;'?; 14 r.' 'fn 'L I'Sr • t p. . I _�-`..♦ 1 + - _. --T _ .._a_ , , - - _ _ - _.-. --- _ _.__�. Jag 1. -iy6" __ y��'l•�• _• N,., '�- ,. _ —___. ..L c�. IK i ..-- ..-cin, ---a .—.._. _=_ a=. .... --- -- -=SI•M:JJE 4: F♦;h��_t-,.. _ — �.\\ — -. .___ '__ —___—.—�__ a- r e4 _DURHAM ,, �r� _ t n. I �IfV 14.9 i t4'1 _ip 7, 3L.. ,:1."111 ..1a .��,\.' ,G \�/N TF +. \-li `, C,D tYQv +}p0 0 _ .....•,cs. w Ts: Ie,4, !_.- - _ .4� M- 4, I. _.f ■ _ 3V .. .._ '. •v M ,',.Y.. ,IGR►Y.. :6701 +IN't !r i', „ n. q. - _'- _-•••y_ r n�--�•r� 1_ „! w0 ')0�� c0 n .r v ♦ ..: qua _ �- •� — --'•.r-.-� . - --- - -__ - .. 0 / douC�adCndCp�°p��C anp d / ///!_'�1,J'• - !n�♦ �_ OMe:i4O�'sr.. - a-_-_._-. �-.. _ .\.AIr'e,^,•r -d �a..F- _.� :r...-ojal7f` ,Kf .' - .7A14`�o o. R FLETCHER FARR AYOTTE,P.C. t `� — �� I • r C� ` I(• �" = ARCHIT•FC171Rk PLAtiNING IN 10UORS RADIUS - 25' MIN • 1 '08 S.W. THIRD AVFNUF SUITF 200 •'•" ` HORILAND. OREGON 97204.2417 US.A. r i � �//�_.. NI .__�._ / oto.. ,• i �� PHONF.(5031222-1661 FAX (503)222-1701 i CLEAN PIT RUN OH' 8• MIN. / •\ % ,, _ _ • . n' �'�/i •'�.--- '44' �' Y '\' If 14� _; 's , � 1 � 1 2"-MINUS GRAVEL DEPTH t } - - LT -f r *ry' ! 1 1 C. \A'VI'V.'FFAAESIGN.C'ON SUBGRADE REINFORCEMENT F, PROVIDE FULL VA DTH OF GEOTEXIILF, AS REQUIRED INGRESS/EGRESS AREA I 1 _ o f/ ?4 T /. GRANGE O TI1111t10N a j: t;'" 4 3 \ ,, ,<. ENTRANCE DETAIL 1 1 GRAVEL CONSTRUCTION ENTRANCE \ .. . THIS;SPCET ( - C3,0 S Er0-entr.dwg N.T.S. 1°6 44 4 i _ - i ' �• •\r"',r , ^ EXISTING BUILDING ; ; � Y' �� s � r �' BUIL bINc \�; '� r , (� I y ' II�jrI I I P , f % If PROIECTM f -op v1 E w • �� j r \ ''ter f HAY BALES OR BIOFILTRATION BAGS + ' "��" - - w 1 • / 4 do RUNOFF WATER WITH SEDIMENT A P�� t.: . a ..! ... i.....vu.............lr......r.rr r.Ortr,r.rt••'' r •r/ r II .w Wows 11.. .� go 4%c w w w w w r/ r "A y 550' RIPARIAN ..H �I +:•"•a• SETBACK l I i i � _ ., ..., •' \, "' � I.' ,w' � FLOQIDIMAY go BOUNDARY r -` / 1� ♦ • 7 ♦a/ ' Tl.NIOS 0 go op 1W do do 90 ill. Oil I _ DIMEN,T, FDrCE • OCTAIL 2 THfS i" / ! "' .,•:f \SEDIMENT \WIRE MESH WITH FILTER >w;r r r �',, • : �!! >�E OETA'L 3 IRIS /'�� lHEET (TYPICAL) • r• ` -✓ FABRIC ON TOP -IfUT (TYPICAL) // �/ '2iy`� " FILTERED K ' '\ ` .i r .." 100 YEAR �� .� + WATER 400 doo OF acr owl 400 SIDE VIEW �`� } l '�, TB,IpF mow • ..�, INLET BARRIER C3.0 N.T.S. ! ,•/ o SOUTWKEST LEGENDe RIPARIAM SMACI( CENTER t....................................... . PLANT "OMY ��ANGLE BOTH ENDS OF FILTER FABRIC . r. wo�IN• t'UTUR E PATH EA�IT , 1 / FENCE TO ASSURE SOIL IS TRAPPED ./ "//g _ 9 _ 4 A �� / ERO:;,uN CONTROL PLANcl 1• - •Io' INTERLOCKED 2' x 2• POSTS ,F _,_le-, , 40 0 40 w 120 AND ATTACH Ili 0 TOP VIEW ,l Final Plan Chock Spt 2 ?F nf1 FILTER FABRIC MATERIAL 36" WIDE ROLLS I r I t t I 1 t1. EROSION CONTROL PLAN — STANDARD NOTES ERO-NOTS I 1 , 11 RECOMMENDED STANDARD NOTES FOR EROSION CONTROL PLANS (FROM TECHNICAL GUIDANCE HANDBOOK. REVISED FEB. 1994) °p A. ALL WORK UNDER THIS PERMIT WILL REQUIRE SITE EROSION CONTROL IN I AT NO TIME SHALL MORE THAN ONE FOOT 0' SEDIMENT BE ALLOWED TO 1 COMPLIANCE WITH ALL PROVISIONS OF OAR 340-41-455. SITE EROSION ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND PROJECT NUMBER: 99177 6' MAXIMUM SPACING CONTROL PLAN TO BE APPROVED AND CONMOLS IN PLACE PRIOR TO CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. FRONT VIEW CONSTRUCTION. THE CLEANING OPERATION SHALL NOT FLUSH SFDIMFNT-LADEN ---- --- WATER INTO THE DOWNSTREAM SYSTEM. DATE: 2-25-00 B. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES 2• BY 2" FIR OR PINE POSTS, NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE J. STABILIZED CONSTRUCTION FNTRANCES SHALL BE INSTALLED AT THE bRAV1'N: ARM'BD STANDARD OR BETTER OR DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RFSTRICTORS, BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF EQUAL ALTERNATE: STEEL CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE FENCE POSTS THAT ALI PAVED AREAS ARF KEPT CIFAN FOR THE DURATION OF THE — C. THE IMPLEMLNTATION OF THFSE ESC FLANS AND THE CONSTRUCTION, PROJECT APPROVED: TN MAINTENANCE, REPLACEMEN I, AND UPGRADING OF THESE ESC STITCHED LOOPS TO BE--- USE STITCHIED LOOPS FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR STANDARD NOTES FOR SEDIMENT FENCES: PLOT DATE: 2-25-00 INSTALLED 1 UPHILL 40 OVER 2" X T• POSTS UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND SIDE OF VEGETATION/LANDSCAPING IS ESTABLISHED. 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT REVISIONS: __ _ N TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS WHEN FII MATERIAL- 0I D. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE ;PIJCED TOGETHER BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING ONLY AT A SUPPORT POST, WITH A MINIMUM 6--INCH OVERLAP, AND BURY BC11OM Of `�.� THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2" X 2" FILTER MATERIAL FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING POSTS AND ATTACH AS SHOWN ON DETAIL. - --IN 6" BY 6' TRENCH SHALL BE MAINTAINED BY THE APPLICANT/CONIPACTOR FOR THE OF] DURATION OF CONSTRUCTION. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE COMPACT ALL C TRE CH �� CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A FILTER FABRIC Tn'ENCH E. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A a" CONJUNCTION NTH ALL CLEARING AND GRADING ACTIVITIES, AND IN MINIMUM OF 18 INCHES. SIDE VIEW MIN. SUCH A Mt,NNER AS TO INSURE THAT SEDIMENT AND SEDIMENT-LADEN - WATEAPPLICABLE NOT ER SRANDAP.DTHE AINAGE SYSTEM, ROADWAYS, OR VIOLATE 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE BACKFILLED AND COMPACTED ALONG THE F. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM ENTIRE DISTURBEn AREA. SEDIMENT FLNC� REQUIREMENTS FOR ANTICIPATED S11E COI`.JITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE f 3 01 S: Ero-sedf.dwg NEEDED FOR UNEXPECTED STORM EVENTS AND TO INSURE THAT SEDIMENT MANUFACTURED STITCHED LOONS FOR 2" X 2" POST INSTALLATION. EROSION AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE OF THE SLOPED AREA. CONTROL PLAN G. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAIN?AWED AS NECESSARY To INSURE 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED ,HEIR CONTINUED FUNCTIONING. THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTL rROTECTED AND STABILIZED. H. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A 'AINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY FOLLOWING A STORM EVENT. APPLICANT/CONTRACTOR IMMEDIA"ELY AFTER EACH RAINFALL AND AT VLMK PLOT DATES. LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS 12/23//99 13:40.55 BMD SHALL BE MADE IMMEDIATELY. 12//2000 139.2 26H HAT C3 ,901 i 1/12/2000 9:34.10 HAT 2/9/2000 11:51.22 TC �.. - -- --- - O 2/1 /2000 10:35'IF BMO 99177C3.dwg 2/24/2000 8:37 1 ARM ' J ---- — —_ 7632 SW Durham Rd. .. SIT2000.00001,BUP2000-00016 4 of 54 cm III 1I 111111IIIIIiIIIIIIIII�IIIIIIIIIIIIIIIIIIIII�IIIIIIIII�IIIIiiIIlIII11111i,IIIIIIiIIIIII IIIIIII LEGIBILITY STRin lomm.1 CM 0 I z :17 41 10 11 12 I3 14 I'F, 7 e 20 zl 22 23 2a 25 26 2� 28 29 ao FFA1p 1 CD HONI 2.470a �!�.�w.lay;.,�.�►.w�1,�I�:.� :�w��.�.��.�.L�, �w��►�.i,a.�,� .�1��'.�w�l�.�,.l.l,.�. Oz A&I rl .. 1 1 ill 100001 1611111110 ""-MM'^.MIw-...P,rf.'.wnN1.=•"W'. ...PRO'. ..•!µ'^.Mt AIM' P• Wq•.,.•.1•v• .. ;,. , .. J..rrrcP,.,rrwr.wsPr ►• tF5M5M1101 .f•++w.•...,,..f....+.P.,e•.,.MMny.".n*,.n...�+. . w...r'�II�A•.W.hw�•..•.v .. w.,e..rm,.4►M»�..}.II.M��.�e..M'...i..,'mgtw•..nr.,..>t+..r,..w.W... n.._.•.•...,.....�..r....wA.n«i"..M,w. �n..w.n+aP.sP,....•rwry .......... • FFAr I • I I I CITY WATER DEPT STANDARDS PLUMBING CODE 12' BEHIND SIDEWALK THKUST BLOCK CITY APPROVED II OR BEHIND CURB RETAINER GLAN� BACKFLOW DEVIC FLANGE COUPLING --�1 WHEN NO SIDEWALK � `--- - -- ADAPTOR LJ FLETCHER FARR AYOTTE, P.C. W • ARCHIJECIAIM PLANNINO IN'INRIORS I --- 2' OR 1 1/2' f p TOP OF POND EL = 139 20 FLOW 1 MTN METER `Y • PORTLAND,-WTIt7RP<;c)NNl F SUITE 200 `\ FAX (241 U S.A MEGA FLG 4: PIIUNE.ISU31222-1661 FAX 1503)222-11)1 �- SLOTTED GRATE DETENTION VOLUME I FLG OR EQUAL FIRE DEPARTMENT � : w"a'W'>F.aUEsicNrur, (T� 1 E' I ^- OPTIONAL❑AT THIS 25-YR OVERFLOW ELEVATION 13725 MI LOCATION - OSHA APPROVED LADDER � r4' MIN 4 4- -- TREATMENT SURFACE ELEVATION 135.90__ WITH ALUMINUM LADDER 1 a Nor EXTENSION BY UTILITY%' �) . WATER QUALITY VOLUME VAULT - 7' 2' FLG X COMPRESSION ANGLE TO IRRIGATION `� IUNTRACTOR TO SEAL ALL I I' 4" ADs •� •. PLAN OPENINGS IN VAULT WITH STOP (FITS 1 1/2 APPLICATIONS) NUN SHRINK GROUT PRIOR A POND BOTTOM 13400 T❑ BACKFILLING MJ X TAPPED 12" STORM SEWER--\ 1 / $� �quou c4 11 =I1 3 MIN 6 MAX 2' TYPE •K' TEE TO RE�ILLrI f IE OUT 133.0 u°o m c _ `- -- - odt�oa, m _ I I I GROUND LINE DRAIN TO CURB OR P DAYLIGHT COPPER FIFE 112 Cu YD y < � 3/4" DRAIN ROCK ��N I �� METER Sax l-- 3' MIN CLEARANCE DOUBLE CHECK '113 m „ z" wEEPNo�E ON OPENED 3.l"I DETENTION ORIFICE ;� '`- MAIN LINE VALUE ASSEMBLY -` --- US�,Y VALVE COPPER BENDS ` MEGA FLI-j OR EQUAL-, AS NEEDED o ,e" INLINE CHECK VALVE _ '- ---- - I SUMP , 2' MIPT x COMPRESSION CORP •� ( CONTRACTOR TO INSTALL_4 ' ' (SUPPLIED BY THE CITY) - RODENT . o A- • P oa r 0- I CONCRETE BALLAST 3 LU. YLI SCREEN -- MIN WHERE FLO❑DING OR -'"'VI AN DON PIPE STAND ir - HIGH GROUNDWATER EXIST - �Typ ) �,r DRAIN TO DAYLIGHT OR + VLMK Consulting Engin?f_,rS 6' - 1:-0" INSTALL SUMP PUMP V UNION EACH ;IDE - T,'J3 ELEVATION CONTACT CITY FOR NOTE 1 WATER QUALITY ORIFICE , _0" PUMP SPECIFICATIONS I. CONTRACTOR TO INSTALL MJ X TAPPED 2' T AT CRUSHED ROCK BASE 08" DIAMETER IE 133.5 12" EES 90 ANGLES TO METER ELEVATION - LOCATIONS. HORIZONTAL Es LEVEL. ' 24 MIN INSTALLATION SHOWN IS ONLY A SUGGESTION 24" MAX 2 CITY TO PROVIDE 2' THREAD BY COMPRESSION CORPERATION STOP TO BE �, FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM INSTALLED BY CONTRACTOR, (CONTRACTOR TO TEST MAIN W/CORPS INSTALLED) 1 ROUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER MEEK UTILITY VAULT OR rEGU BILCO DOOR OF DEVICE SIZE v1T1+ FDC WITHOUT FDr- UR .EQUAL 3 CONTRACTOR TO MARK LOCATION OF CORPS. WITH A 4X4 PAINTED BLUE. 2 BRASS, STAINLESS, 0R PLASTIC FLOGS TO BE INSTALLEli IN TEST 1 WATER QUALITY DETENTION OUTLET STRUCTURE 4 676-VA 577-VA J-SAL 4 CITY WILL INSTALL ALL COPPER PIPE & FITTINGS FKOM MAIN TO METER I.DCATJOt� COCKS IF BELOW GROUND INSTALLATION 4,0 G: ACAD99 9917 DOUT.dwg N 6 687-WA 676-WA J-SAL J 1 5106-LA 687-WA _�-3 "s DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION Io AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATjONS ■ CITYITY E A 21D6_LA JD-3AL ENGINEER APPRtTVEO EQUAL FOR INSTALLATION. I • NO lCAI,E �rrFowe to A01!lTNI P DU[KA3 NO SCALE "�`�P' ,. Z.00 NO S-ALF DOUBLE CHECK D E T E C f 0 R o+ala>r+o DQARTMDI, P' °UOiAf AOUSTIN P oUENAS owa NO. 2" & 1 — 1 /2' aow[cp,Nr oP IRRIGATION DOUBLE aw ti_ 17na �uFlco i�, �� ,1�s r ,. .a, - orr OWII N0. �,:>tr "..P w.oCN 6h •ap t0., �»-.,r, VALVE ASSEMBLY �tiF►� "`""' """" »"" MARCH I"I WATER SERVICE 531 Val eor w-nn YA90M t9N Z Z •OKt w, .�. .,• c � O�/ w)»' ?' CITY OF FGAR`, I _ 5 3 3 r., Iwo{w• •:•• A#twMt I Litr Vi TiGARD — --_ 5 2 I ,,, l�p�(y,_r;t• MARCH ,99! CHECK ASSEMBLY -- _ - _t_ MOON M\Owl DAN -------- - C2 DOUBLE CHECK FIRE VAULT 4.0 s ncARD s33.dwQ NT5 �3 THICK, DOMESTIC WATER SERVICE 4 IRRIGATION DOUBLE CHECK /HE VYDUTY CAST IRON IRON,IRON GRATES: TIGARD S21.dw0 NITS 4.0 4 O S: TIGARD 531.dwg NTS F 2" x 2" x 1/8" ANGLE AROUND TOP WITH 2- 1/2." DIA. X 3" STUDS EACH SIDE (8 STUDS TOTAL) RIM ELEVATION SEE PLAN 6 0 0 _ - - :' SIDE= WALK ADjACEI`\lT TO CURB '-4• IPE INVERT 18' CAST IRON 910 1 -1 `O SEE PLAN ® VALVE BOX TO F ERf N' \ 18• BREAK FLANGE SIDEWALK3' MW _ \ MIN 6' MAX A T--- SEE D"'AME A NO ATE �- A FOR FRAME AND ,RATE i -- _ `OIL TRAP WITH 4" a CLEANOUT PLUG 24" 6" - I I '. DRAIN ROCK NOTES TAR PAPER (MOISTURE BARRIER) 1 A.) CATCH BASIN TO BE CONSTRUCTED OF PRECAST CONCRETE 6' DUCTILE IRON PIPE � RESTRAIN ALL JOINTS W/ _ B.) OIL TRAP CLEANOUT BE HINGED OR BLOCKED TO PREVENT LID FROM REMAINING 'FIELD LOK' OR EQUAL GASKETS SOUTHWES TNG IN OPEN POSITION. C.) CAULK PIPE TO CAULKING HUB, PERF. D.) SET CATCH BASIN ON 6" THICK COMPACTED CRUSHED ROCK OR SAND BASE. 6' MEGALUG RETAINER PLAN CENTER/ F•) DRILL 3'- 1- DIA. HOLES IN TOP OF BASIN EACH SIDE \-CONCRETE PIER ISLAND (EBAA IRON)--, 6' RON)--,6' GATE VAl_V 12" INLET PIPE E.) BACKFILL AROUND CATCH BASIN WITH COMPACTED CRUSHED ROCK. BLOCK FLI; x M -I - :� -s MIN 10 U I II IV • ' SI?;EWALK WITH , PLAP'�' L �' ZM.J x 6' FLG TEE ---_-. 5 CATCH BASIN STRIP AT CURB 0 ,1 ' � • � LNE SIDEWALK PE RF �� v v 4 O S Sib-cb.dwg NTS - .i' MIN. - v �_ L' MAX, BREAK FLANGE -- - --- --- NOTE ° F,n,1 Plan ChPc k SpI �5 00 r ° e° > n i- a-2 v 10 ° e o ° ° ora 1 HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6' MJ, 5 1/4 - - MVO 3 PORT - TWO 2 1/2' PENTAGON OPERATION NOT, OPEN I-EFT WITH THE FOLLOWING: L ' 2'-3 3 9 A OIL RESERVOIR ---� e" - 2 _0 - e"�-- �g e••�-_ B BRONZE ACTUATION NUT C BRONZE SEAT RING SEC' T10N A—A SECTION B-B NON-STRUCTURAL/ D WEATHER SHIELD CTAP - STRUCTURAL.___ __LANDSCAPINGE SAFETY SLEEVE COUPLING NOTE s IF THREADED NOZZLES WITH 'O' RINGS DITCH INLET CONSTRUCTION IN ACCORDANCE WI,H ASTM C-478 MATING EXISTING PAVEMENT, TACK PRO NEAT, STRAIGHT UNE WHERE G NATIONAL STANDARD THREADS AND SEAL EDGES 2. SAFETY CHAINS TO BE REMOVED, 3" OF 3/4" COMPACTED BASE MATERIAL BY DISTRICT FIRE J• COMPACTED THICKNESS ASHPAI_T E MARSHALL. 3. HYDRANTS TO BE PtLARGER TO BE PRIOR APPROVED -, ,INTED USIN(-i R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED DITCH INLET STRUCTURES FOR PIPE SIZES 24" OR PROJECT 99177 EXISTINGC ''CRETE PAVEMENT - CLASS '. _ STRUCTURAL I -MOUND EXCESS NATIVE Mr,I[rcIAL OVER 4 HYDRANT TO RE INSTALLED TRUE AND PLUMB. PRECAST _ MINIMUM WALL THICKNESS TO BE 5" DA 11: 2.25.00 SIECTION TRENCH TO ALLOW FOR SETTLEMENT. 5. NO OBSTRUIFTIONS WITHIN 3' 0' RADIUS OF HYDRANT, REINFORCEMENT TO BF. REBAR MEETING ASTM A615 GRADE 60 OR WELDED 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. WIRE MEETING ASTM A497 ! 7 VALVE BOX TO RE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROV D DRAWN: � ARM 'BID 12' CEMENT BY ENGINEER, AMENDED SOIL 8. THRUST BLOCKS SHALL NOT BE PLACcD AT HYDRANT LOCATIONS.PER �PPROVFD: 1N DITCH INLET ----.-----_ SOIL REPORT -COMPACTED NATIVE unified SEP PER SOILS AOl!M P. DUOAA! No SCALE-- - PLOT DATE: 2-25-00 PIPE AS SPF.CIFIEO• -_---- REPORT I � � i rD PE SHOWN - _u ,aoRmoto 0ltA,t1M[RT �.1.�1 FIRE HYDRANT oNo. �. AREA DRAIN TYPE 11 sews _ — -- --- COOE REQUIRED COVER .rt� ►L, 13125 *nz� i6agency REVISIONS: ro« I,o,;•� INSIALI_ATION O �i i I r�F tit;ppl� rAxC M2 4w "7 YMCN tMle 54.2 (MODIFIED)-_ _ - DRAWING NO. 250-ST ---- ------------_---__-- CODE REQUIRED E*DDING ------ AIIIIIIIIIIIIIIIft MZ I'll DRArT:TORY!D DuwO SD250Sr PLOT t, - --- -- 6 FIRE HYDRANT ASSEMBLY 7 DITCH INLET FOR EXFILTRATION TRENCH LIS-X Um + S* 4.0 S: TIOARo 542.dwy NTS4 REVINLET NTS 24• MN (�@TlirS` 1. NATIVE BACKFlLL MATERIAL AT UNPAVED AREAS SHAII NOT HAVE PARTICLE SIZE GREATER THAN 1' WITHIN 6" OF THE PIPE OR THE SUB-CONTRACTOR HAS THE OPTION TO USE GRAVEL BACKFILL PIPE BEDDING CONFORMING TO 9-03.12 (3). _ � ----- CIVI L 9 TRENCH BEDDING & BACKC ILL DETAILS VLMK LS 4.0 NTS VLMK PLOT DATES. 112/23/99 %2000 19:1838 88 GHAT 1/11/2000 13 57 7 HAT C4901 l- ---- -------------- - - --- -- — ------- ------ ---- -- 111112000 13:58.7 H A T --� 2/101200 8:23 24 BMD 7532 SW Durham Rd - _ _ 2/10/2000 10:27.49 BMD SIT2000.00001,8UP2000-00016 9917704.dwg 2/24/2000 8:57.46 ARM S of II II 1 LEGIBILITY STRIP v m I 3 4 e % 8 6 110 I , 12 113 Ila 116 17 le 19 20 21 22 23 24 26 27 28 29 3r.1 r CD 1 _h 4I IIIA l ,11 11L�i I I I I I Lll1J�►�1�1 w111�1��1 1111.�1 iJ�l�l�ll loll ► i)1� lU�, I Ir jJ lbw IJ IIID w1�1�J�l�l� l l l�111�►)J 111111�J4 'oz F ARMS UMIt`r - :';xetol'AAr+Nt - . q,�..w:.-,..wn�'.r».n..,..�.rc n+"w+'mfr•^»•,w.w.w�,Ptyp, Fly'M�wYu 4'N•."M',rMMM+..,IaMnYM+rriMM•�+M+IMAMM�rR.•+flirwobMwwM• we+.n.-wenm• +.,1•wwn.wrPw+nmwr s•r.w.,r.,,«wnrr mr.-rrrw+MMr nawww.4r _ .. - .. eNa��Msr�*wMrnn.*w.n..aT*mrgwbP�•• ...... s.. ,. �. wm••/+aevw. :i,i CURB INLET 5TORM DRAIN MH CURVE RADIUS LENGTH DELTA CHORD CH.BEARING CURB INLET IE OUT 13566 N RIM 13989 IE IN 140 33 N \ IE IN 135 52 5 CURB INLET C-1 537.96' 69.07' 7'21'24" 69.03' S 60'40'43"E IE OUT 14074 5 CURB INLET IE OUT 13542 E T.B.M. IE IN 147 2 t W � If IN t 36 79 W � IE OUT 147.13 E. CURB INLET CHISELED o TOP CURB, WEST ENU BRIDGE. fM IE OUT 13676 N For. IE IN 138.84 w �� 1 AI ELEV. = 140.36' , CURB 505NLET PLP 0 IE IN 13971 N C69PO T IE IN 150 59 W PIP IL OUT 139.66 E \� SEDIMENTATION - f SRM OPUS Northwest L.L.C. IE Out 150.56 E. 1550 6 G OLE DR_wh DR•WV S.W. Durham _ Rd. �� U I'lP RIM 14042 r 3 tONC CURB 5+G' G 51 5(1 G 15017 G 49 49 C 148.78 G 147-34 G 11619 G su -- - ---- ,S4 D4 G 45t0 G 1447` t45a6 G ,4,66 C S96S G ,39!: G 3h45 G ,3791 G 375' G Legend: ` ----- N G G - G- n—G G G _ Ki G ; + G. CONCRETE i G G —� 0 —O �'�E TREES CG = -LEAN OUT ASPHALT150 n ® DU - DECIDUOUS -0- = STORM DRAIN / 5jrso. • 3i• •s5 `• 5 tu7 '• '' ® CD = CEDAR SAN MH - SANITARY MANHOLE d '46 72 -- ---- --- ---- -- ,4747 a +3963 ,38 W. R uPr,�s ® SO = SEQUOIA -S- = SANITARY SEWER / - Mt, 9URiEo) , I - - - u S37 59 W 2.00 }, = PINE -W- = WATER LINE P A 50 16 1t n " M = MAPLE WV = WATER VALVE m t c �5+3 t;• w•3 ,c . 59 1c .b e, ,c 1•s 5 tc ,•a,. I; ,4' .3 Tc �- `� 0 = OAK WM = WA1 ER METER 155) iC 1St StG 1• G 1907. . 14 141956 14'136 14525 G1 14.61C 115 1.4,16 1434/ :: t4, 1410 -. . - -- -- 596'a er, 5 y 15 5o.s GONG - p tyv L _ - - = s9 D3 ,, se .S G 7199 3;,+ G ® DF = DOUGLAS FIR FH = FIRE HYDRANT t5 11- • 5 'S - -- -- -- '-w�i- s4lcwu. 14853 - 1j 6 coNc c '1 �a u54a - 1�s15 15" 1 34_ 4 4, •4 4,j 6, 3+ To 1 F \. FL AL = ALDER AS = AUTO SPRINKLER 1 - . 0 - = WITH L HT ---- --- I51Y --- -- ' - - ' f`'- 4, ' • 4041 ,4002 °41Q ® AP - APPLE FLP POWER POLE WI 1, S 57 -- -- 5�5 G 1 17 D, - - 3 _ _ CW = COTTONWOOD �V = SAS VAL'✓E C- S 5700' 451.1 ,5 e. 146 0 l •4 y. t 6 th wM :4i:9 ` I '3 �- FR = FRUIT -G- = GAS LINE .••'��'' .�. .�-�`• 1529 1W {r J -1492• 1 145 e•� t.1 S• 4• WL = WILLOW I = r, �w 414•- -_14'r, 1464. 2• �, �w �. • ® �M GAS wre / 5/8'IRw/ o cHA�, --� 3 _�_ I HY = HOLLY -T-' = TELEPHONE LINE CAOP •tyDS s RO WAY SLOPE ENC OACHMENT �'�0• NE 0, {4 6 • s' ' -X- = FENCE t • •.0 moi- ( 1yD b M1' ° 8`bb 0, *611 �+ 1 a i + • .,.s .,s. IRF = IRONROU I FOUND h X3.3. _ t 5 • / , ` PERMANENT TFA _ ELECTRICAL RANS ORMEk METER IS • _ :LOPE EASEMFNT TC = TOP CURB 1.1u.----vim 7636 S W DURWIM •'1! \ TB.M. - 49 / •,eba C\ r HOUSE FRAME FPT,( 0116 •tL'., \11 1 +� `.. _0 - SPUTTER ELEvAT10N NORTH FLANGE BOLT, TOP FIRE HYDRANT. OUSE w,,,IASEMENT 156 I - _ ELEV. = 154.83' • I ieU / .,•'•• `2-10-W 0 / �p� , •I • .� 1 / LF_IDNC I,CONCRETE •" 1539 •,Y 4v , C, �"" `� •1•DI ` \ I % 4 WLT = WETLAND TAG BY OTHERS OLE ASPHALT .,..e e'11sNw.. �� (;, BAR• , - TOP ' 11111 wuo0 Purrs ._ -� TANK ` TB = TOP BANK 54 4 n ,9 NATURAL GROUND 4` MILLER - 'C. + 1 RO DWAY OPE E CR CHME T ''3i 9 ` = BASE FLOOD ELEVATION G, 44 AIM• 1 3 3 WATE LINE NCROA HME NT'� 13 e . 1 'I ` / TE - TRASH EN^.I OSURE 5e 4a 144 14416 DI - [DUCTAL IRON •"h CAST IRO' 0 '� ,':. \ 3' GRAVE ►sEA05TONC5 / 8 \ \ DUMPING Sn[ / E!O = BLOWOFF •�, s 1 .,,.s ,44'• 441 31 GAR. •1�'bN -\ B`s' BUTTERFLY VALVE i <•• .A'. - •+4f •,541 1h 4• 1 n ,519 1 , c-„ •144 •143h 1435 •14 1 \\ fes\ CONTOUR INTER'vAL = 1' 4�� r 7� 4fe�' � DEMOLISH RE DENCE METAL BUILDIN ,� 4 DECO MISSION S gT IC ANK w ° i 14,4• 435 9 DRAT IELD PE A"k 3 0-71 -1 5 +• • VO ,\ NEW BUILDING P \ r v 01414 t d ��O 1 STORY N _` _ 01466 1446 .1 2r \ Co 4SURvt, y CONCRETE WAREHOUSE • ♦ •''° •1446 1.310 444. {,43 461 SSOC \ 9555 c 1 \ '46 . \ a PROPERTY .N �• �, \ CENTERLNE OF CREEK �W, 14h I. " '• i METAL BLDG `' '' t7 �' , AS LOCATED • e6 141 t14` W/CONCRETE FLOOR " ,1 5. \ \ JUNE '999 TE •� �' ,4.. I 1444• � `Ah � 'e'\., i 461 ` COURS SEARINv DI_%" •,416 1S4v •,' •14Gr X1.4 ' 44•M• \ \ �\ �.�^-. CENTERLINE CRECM, L-1 S 42"4'13"w 45.05' i 14 5 \ "• PROPERTY UNE �-3 5 11 44'Ge"l. w 44 01 r • L-4 5 C9'57'0'"W 4' 40 p 45 t• -44 10 / 14D is I 1 ��\ 6-5 S 10'26'16'w 11 16. 4 2 4 \ (' L-6 S C6'05'37'E 19 31' 1 • e\ L-7 S C8'25 53"w 61 94 ENCROACHMENT 1 L-8 S 13'44'59"w 33 `�_ °'. NATURAL GROUND .•a L-9 5 16'30'46"w 3".66 TREES, ROCK WALL, CURB II �• L-9 S 16'43'44'W 27 28' ASPHALT, TRASH ENCLOSURE ,545 i 65 �" 144 30 14160 111111 S. \ L-11 S 15'00'39"W 33 21 6 G `y►'A / 1 1/4'IRON PI L-12 � `4'21'22'w 42.03' .•364 C"'\\ L-13 S 67•28,15,.W R2 1 Z. • ,• / \ L-14 S 73.51'10"W 3585 L-15 S L-16 N e6 417 5t4"W 19 32 .e9 L-18 N 39'10'46'•* 2 82 ASPHALT • / •,�1 / \ L-17 N 51'34'0'"W 4,5T 40 / seg t•. F L-19 N 61'58,1,"W 59 7' L-20 N 50'38,�S'W 4168 54., , • ,an 2• ,44 j• +4,e. 'J .,•, ••\ L-21 N 60'31'16"W 41 62 'aM4 1l•10 / V. ,.e , � L-22 N 7"41'16"W a�'9 �A rOV .1 •--"�-- 4r , SAN MM •1 5y' 3� . / 1 \ iE 104'4 101AN, cM .. . ,1 \�� •.'1.0 .•4,ti I/ 0451 1.1114. J \\ �1 :hP' '�. •1.14• 11 :6 �0 10 S� 01396 0, �•v� / ,. 1 / 9`« • 1 e• •ti• 0,466 +3.1. t,6 v� u .ti •'416 ,3.30 / . it ••155 �` .c- P /• lee 4. 1 39 s• •• / CENTERONE 1�,pN 4 1 •'.vR � 'e2 30' WIDE SANITAR• .9�510" S/IIRON •` u u ,41 70 / • /� CEQ�nQ ! BOOK RB"BSPACE Ti9: 139 • % . 1477' NATURAL GROUND til• 45 40 !G 216 V� \\\ 'S'E• •aR�• / �' r 14 . 17' p0 INF • / / / J 1 . .1439 EL14 1-10 EVATION I .3 +' 46 25 2• 1 ;..�. l*w," PIPE � ,. / 7.4• / / / / ED PRJFESSECNAL . ,.te I •t;a4 \ 5" � ' 7• yi6 0.216 �.- , 4, ,� / 14 � �� en •tM � LAND SURVEYt�� j ,n• / 12 • .126, / 2 / v� 4- AL i J4 / > '�• .r� 114 + '` 0 GON I 1B 11'6 �� 4! I►5 9;� qtr _ /y / er.,.,W, ,•. •99' . 44 4 / 142 30 / ' , � •� 'r � `� rS► � `•� T ,,�A� t�' C.R. PELSER � •4-t• .•24R / 1u!'!• OS wLT 20 �► b +n2, nr�(Ar� 1500• T 11� � ExPIRES DECEMBER 31, 2000 1445• ,47.2 , 4 WETLANDS WLT 1B ? ft► PLOT 34 SAN MH • RIM 12 1'� WLT 148 / 1 .l `�� t '4R r,• •1149 IE 103.68 (PLAN) •1719 41 • /J O 1 .2 i / ,11516 •2411 �fi / ,3, �r Surveyor: 76.2• / - - - ��'` Weddle & Assoc., Inc. l TS_ H 1491• ,43.7• 4 1 0 •114� / 0 t -- • --�`'_•� , — - — --�` 1750 SW SkvIine Blvd. c-� 1666• 14 • r 3� INE / :• Suite 105 V11 O / S Tom• CENTERL .1496 445. :.� ' 'o ', )`*? CREEK ` 29 544 c, ,2 f — L--20 1 e Portland,� OR 97�'' 1 -2r 478# �' �. 8 'i (503) 299 8083 / ------� .� 9 L. 1 7 x,61• �` � "--� `�' �• - -}'� ' 1 -888-2;22-8083 4A 3 / CENTERLINE CREEK Fax: (503) 292-0938 '. ;� PROPERTY LINE .� • Jn ' a_ eek—=— — I w Survey Topographic , �Q S/6"NMN ROD � .•e. P��O j✓ / I W CHASE-JONES bk ASSOC. 'J J' PART' of A TRA.C'7' of LAND IN: / 114.5 „ � Notes: ''s I I �• 1 THE LOCATION OF THE SEPTIC TANK AND DRAIN FIELD IS PER THE OCCUPANT �s r�, OF THE PREMISES. NE 1 /4, NW 1 /4 , SEC. 13, 1 ..9.,`'1. , R. M. ,W. , W . M. BENCH MARK: a" � - I I y 2 THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN HEREON ARE PER FIELD City O f Tigard, W d S h 1 Il t.U ri ��011 Tl t �s MARKINGS BY THE UTILITY LOCATE CENTER, AS-BUILT MAPS SUPPLIED BY THEb . �, & CITY OF TIGARD AND NORTHWEST NATURAL GAS. (11•e�OIl BRASS CAP MARKING THE NORTH 11/4 COR OF SECTION 13, � • � CENTERLINE j2S, R 1 W. `3'`1. I 3. THE BASE FLOOD ELEVATION LINE SHOWN HEREON IS PER FIRM SEWER 30' WIDE SANISARY COMMUNITY-PANEL NUMBER 410276 0005 B. CD' 14e 9 4 4 113` I I BOOK R 678 P'GET 242 v ELEVAT!ON = 132.74', NGV[) 1929 DATUM. 01 I I Job No. 2938TOPO ^� Cv ,126 / I I '- 19 •�� » f f SCALE: 1" = 30' I SCALE: 1 30. 0 AUG. 2, 1999 7632 SW Durham Rd VL MK PLOT G7:1�5: SIT2000.00001,BIJP2000-00016 7/27 99 15:4914 BGL 601 54 2/712000 15:50.31 BMD L OOSURV dw9 2/24/2000 13 7 44 ARM C m. LEGIBILITY STRIP o 3 4 5 6 7 e s IU I 1 12 I3 1'4 I's Ie 19 20 21 22 23 ?4 2� ' 10 4.,cm _ � 26 27 28 29 30 C Del I 1 OI Q q q' HONI6 IOZ �1a1J1>Ja l�' I>1�1I IJP 1 tl�ilJ 13111 t�ilJ�IlJ1J 111 1113�1�1J 1�1JJalt�ll I I I�ll.l.�l�!_Il�ltl�lJ1J�.�1��1J�1)111�1J 111 tWJ lJ 11.1.1 L��a 111.WJJ� LIJ1 t it ll1J 11� il�111�I.LL�I �i u ia�1�1�111a1J1�1Jlll�f�LJJ {J1J111111�1>11 l Oz ^M.1• ?M.M••MNT.M,Mswr.wwlMluw••w"ww.r ItI11Mw.. . .I.r.w+wwn.ua++w•e—'.Sri",A4fIM ' R.SMI!•II14MN.�.�M� R•^y. 1�M•MSP.M4.uM/4Y+i'*Mu.. ..w• .wiwRnTw................,......,«..:..:,.......r..,...,,..0000 ,.. 00_00 --•.«0000.. 0000.. ... . ... 0000...0,000. .+.-.... ....,. ..0000.. . 0000 .............. ... .. .. ... .,. •... _... -.... .. ... ... •..,..«.. .........._...r...+..... ar_... .,..,•.... • ..w. 0,000 ....,....w...r. •s.r+++..a+r•.w+... qfw... � . !F ., 1 I.. II 'i , . SECTION 01300-SUBMITTALS 2.05 HANDRAIL BRACKETS SECTION 07250-FIREPROOFING 7. Whm wood blocking orcun under cant SECTION 08200-WOOD(XCIRS&FRAII 3.01 BUTT HIN(iEs T y B. (:amply with requ"utcub of ANSI A14.'.3,A58.1 and strips,trail coal&host to wool blocking with 1.01 QUALITY ASSURANCE A. General, 4-1/2"Full mortise ball baring tyae, 1.01 SHOP DRAWINGS,PRODUCT DATA AND SAMPI_i S A Aluminum Blum 314 mutat finial. 2.01 PRODUf`IS large had galvaaizod nail*spaced not more than 6 (SIJHM]1"YACs AND DISTRIBUTION} e'su1 1910 of Occupational Safely and Heae!Ih Standuds (OSHA) as applicable to atom, handrails and 2.06 FABRICATION ind-(I 50 mm)on orates. After Cant strip u with flush barrels;non-muriatic stainless steel I tau, protection of openings. A. Provide "Mm"Ne MK-b"(W.R.Gnae d Co.) or inatallod apply strip of base about 2 inches(50 A. Special Requirommu of lea: flu button ti and square carriers. Pack hi approved to UL indicated on dmwin; Regulatory Agencies: W, W raga,with � A. Submit Shop Dw A. Form nil-to-and post connections and all changes p.Alternate nom)over top of rant step and 4 incltea(100 mm) Where hardy inre raticgs are indicated,provide appropriate type screw*required by door and fitune wtnmga Ptorhhgx Data and Samples m 1.04 SUBMIT1'A1S products acid UL designs maxuyg the 1 ho,_r fire rating onto roof. Mop roofing fele draw plat tiled ,otic o Fire and saaticn o*meeting requirements of the oaostruc hun. accord- with agreed Schedule and with such in rail direction by tedium olbows. requiremurit nuy be submitted for approval. to cant strip. Do not extend bitumen o.,ppmp ' regulatory promptness to cause no delay in Conuactor'a work. No A, Sb Dn Show in detail Construuti above of rant agencies having jurisdiction,and listed b I. Exterior top edge Y Hinges: O-rcenog bl darn; °E . e Cls material square wad ndamvc burry from all 3.01 PA1Y7iIIJG AND CLEANING Underwriter I ahostorior 'res.or Warm k Heaney, wrought atoll:Provide mn nermvable type pine to he nor of time Dr will be granted because of failure gauges, 1=doting, methods of i,..+.11.nn ti fast etung mrpeaod edge with m rhamafc Testing and inspection A got cy, witL Bot screw concealed in barrel s have Shop pie inga, oall Product Data xand Saupla and e submitted is ample tithe y allow for processing � rn, and lo�ioa aryl nim of weldor, amhuring, A. Repair areas whore Cuepproofic,g ham thee° eroded 8. Follow additional applicable Subcontractors shall submit Shop Drawings,Product Data g porunom data and information. C. Make exposed Joints butt Light And rbiaL and where malarial has bean damaged by subsequent requirements of roofing m asenals roanufectwer 2. Interior Flinges: including exterior itucvinging duan: sort la °fit wrought steel,unless otherwise spocifirAt non-nswg Icxabr:pins. ----- - -J �P ��Coatutactx Submit detail•saws w scale u not lore than I/4 inmch construction ora. 1.03 REFERENCES per foot(1:50). Shop Drawings shall c-tam doaipn, D. Close upas en,Js of han"I by use of F. Composition Flashing 3. Finish:626 Satin(chronic. type of steel and load assumptions. Where conditionsappropriate B. Ct m adjacent 4�-,.a"' required w rueove A. Except am modified by governing codes and by F'LETCHER FARR AY077E P.C. W' Bement. 1 Hale Flashing: Install using products Contract Dtimnonta,comply with applicable provisioets B. Hinge Sim: Where prujo ting door trim is AR(_HrrEC'iURE PLANNINO INTERIORS B. Identify Shop Drawings,1'toducK Data and Samples in tlra (3)or more ewsuocualve moria are exad-tly, firepvaoofise L date risme of Project,h with sMctor.Subcmtramtt, and alike, drawings array be broken and noted w include E. For am in concrete,furnish and rysiems specified in roofing material � I. N recommendations ood heinbw&Dex>r Aarocuuam minimum barof the fallowinji. 01100untcrod,rel�xutxi width w clear trim with hinge 708 S.W. "I'FFI)tD AVENUE! i SHITE 200 teat. Accompany each with approved t�rmnft U lure duplicate nlnu. Pust 8 SECTION 07420-COMPJSTIT AETAL PANELS maauficwe&*latest spocificaticns,whore Pro) referring to name of Project,Specificat,s�t era,-tics sleeves or ituert not leas these S Intek-�long. NWWDA S POATiwND, OAPAON 97204-217 U SA number, Bad indicated or required- Provide not leas than Industry Standard 1.S. i A aeries. PHONE:(503)222-I66 ;'AX-(503)222.1701 paragraph number when applhcablc, for 2.01 MATERIALS 1.01 SUBMI TALS three lies of t or fiberglass 2. "Quality SWdud*dllusuista (AWT). C. Hinges Per Doan Provide 3 eta c door ifdom identif-tit- of each iLcm. Number S Dn F. Locate fntelmodiste rails equally spaced between P a►i>� Blas+ ► . �8 Pe WWWYFADlssl(,::(x)M �P tvutnge applied in accordance;with roofing manufi attain'e 3. "ANSI A208.1,Mat-Formad Wood u Ica*than 90"tall.Pruvide 4 lunges othhrrw.:._ casmaecutively cud retain numbering system througFaou A. Soructral Steel. ASTM A36. lop cul marl firurhed floor or oxo cr line of trod A dray, Cabo dimensions and fors Particleboard"(American National Standards Shoe togs wing toning details. oqufranerru. Modified bitanrrien home fleshing nrsy reviuona. Du not °umboSlip Dnwingu by trade G. Verity dimensions on site prior to shop B. Color sample- 12"x 12". be used if approved institute). JurudtoProvideuc . Provide ' u e Catch Dmwmg and Sample with B. Steal SheetsA,TM A570 and A611, grade clew gser. for Contractor's and Architect's o fabrication- 2.02 MORTISE L(x KS,l .1'CHf S ANT.)UEAL)1(X:ILS 2.01 MATERIALS SECTION 08100 METAL DOORS AND Pt. ,MES 1.03 SUBMITi'A1S Where cspace u not available or Samples,t, submit requited w meet etriutura!raquiremenW. ptautpmhit A. c L series or heavy duty mortise with tag.or stictxere. .chage approved C. Roc;angulu Tubing: AISI MT-1010 and i41-1015; SECTION 06420-WOOD PANELING A. Camroaite Paull, A lu"thoud 21 or Reynob,nd RE 160FR Kynar 1.01 QUALITY ASSURANCE A. Shop Drawings lockaet with Schlage 931.lever handle and escutcheon in i C. S bat quality, hot rolled,electric rasistant welded finished aluminrur.skumcd panels with fire reactant txrmpaito I. Doors slowing types of material,detsI of cutouts,sizes 626"tin chrome finish. D Shop Dnwtrugs Product Data and Sample*hall tsar seamieas cubo°steel. 1.01 QUALITY ASSURANCE care meeting Class it -yuiroments for Acme apeed and®oke A. Special R,,gwrotoanta of Regulatory Agencies: and Vis. `c.�,�� (jti Ceubw*)t's stamp oartifiring they have been ( 2. Door and frame achodule. 2.03 OVERHEAD SURFACE CLASERS moi'• f coordinated and checked by Contactor for completeness X10° phone hearty tiro ratings aro i.udicared,provide Ji D. Steel pipe: ASTM A53,Type S,Grade B, close A. AWI Quality Standard: Comply with applicable components and sosembtice meeting roquiranens of C� and compliance with Contract Documents and have DACE t N C_ coiling, black unless indicated as galvanized. Use tequiremettm of"Architectural Woo,dwoA Quality B. Color:chosen by architect from manufu•.turces stock*colon. N&bonal Fire Protection Aasocialm and regulatory B. Sample A. General: Heavy duty with hill rack and pinion Cmtrwtoris approval. Affix Contractors sump of standard malleable iron fittings for aloof pipe. Standards"puliliahod by the ArcSitoctunl Woodwork agencies having Jurisdiction,and listed by 1 12 rich(300 ram)square sample of oath independent closing speed and!drab regulating valves , every mheot SuMzfasionu without Guntractors slam t71iTl Ah G, OREGON P Institute(A1►'Ij except as otherwise indicated 3.01 FABRICATION Utiderwnten Laboratories,Inc.(ar Warnock H face venae species showing finish,wl:tr,and and adjustable►+ank�.�:single aim with s.ijuathle and mubmiasion• which, in An:hftect's opinion, are E. Handrail Buckets Hersey opoculu ilow selected- power spring to permit sizing for door and installation 11 incomplete,crntain eurnomw errors,or Lave not hew I. Standard T F'S T 106511;cast iron B. Qualifications: Award l' work to A. Approved and installers:Har requirements;reversible nom-huuded ; checked or have toil boon checked superficially wall be Pawling PP1O D (ur,ply w.!i s,pinliuole provisions of NAAMM,Cf(M-I; req ( ) regulu or /�T Y t�'� Y cmc'. ..-,od u shown. mamubcxurer with minimum five(5)yam experience in Architectwnl,Keith Patel systems or approved. Specifications for Cusum Hollow Metal[bon and C. Catifiratea Submit rn ultifiicturces certiAcatoth Parallel oma as indicated. Furnialh closers for 180 01'1 Ow returned Pa Type: scope epee Frames. ;or each unit shown for labeled opening larger than degree door opening where partition arrangement will for resuttmisaion. Clardy lou proposed 2. Special T As indicated. work of simmnlar and nature w that specified deviations from C(intract Document ran submittals B. Design and fabricate panels wing route w Bis limitations wtabliehod d return by NFPA and UL for permit. Subcontractors cuaung shop drawings arta solely F. Malleable iron constructed in Cas ,Grade 3_;018CR . C. es as responsible for quantities tad dimensions 'mom' ASTM A47Regulatory Agencies.Treat paroling with lite system with concealed fasteners.include any 1.02 Sl1BMITTAIS abelm�• State that unit tura bo retardant to c,mply with flame spread clawificnoon of reinforcing,*tiffenen and festoon required accordance with applicable requirements for labeled H. Sac G. Holt and Nut. ASTM A307,Grade A bolo. Class 11(26 to 75)per Uniform Building C-3dc Tables 8A A. Sbop Drawings conatructfonn. D. Shop lka SECTION 07510-HITiI.T•UP Dfl UMINOUS ROOFING 1. Dox and frame schedule. lie Y oP wangti std Product Daus shall show In and 8-H. I. (Fanaal: Sia u; I close door detail, materials,dimension,thicknesses, userrmhty, H. Set Cep und: Hallmmite's Por-Rok. autamuticall smooth) and tightly not door ooB '� 2. door and(rime details,including Y. Y. a8+i am'sc tor, rection w edjoitung work, cad other 1.01 SUBMITfALS 2.01 MANUFAMIRERS frame Linder operating conditions;monufiscttres PatWI data and information. In ch." kml S 102 SUBMiTi'AI.S ararhon, Ip �P I. Perruus Metal Primer: "Soria ppnblis6nt recommended atm are minimum. Take D-swing. and Product Data,Co nusclor shall vert A 1'r1. Pr Lauer fY tltl Azrn,n Prima"(Tnemec l:omgaany, A. Shop I)nwiogm: Submit fu�ncuio,n drawings for 2.01 FABRICATION A. Aecoptable Menufiictwera Subject w compliance special precaution u)compensate for unxiliary P 1. rimer. t,provide products of one of the hardware,overinwilors,star k action in aua}la, monsius and field Cxditioru and shall ,:track and Inc.). each dram. Include dans mA3 elevations u ll2"-1'- with requirements, 2. Felts"fittmcs. folltpwin coordinate Slap Drawings and ProdLict Davit with O"and detail section at 3"-I'-0"scale. Show 3. itrmen. A. Flush Doors 1.g, Fiudwoods,Inc. and differential rressureu caused by au requirement of various sortiuos or trades relate! 2.02 FABRDCATION flitch: .1ling,jointing,anchorage and.wessory 1. Construct anterior dory^with 18 gauge BQns conditioning sYnern thereto. as required fur proper and Complete 4. C' ition flashing. (1 tam)fact shoes and canoes-doers with 16 '°n°p item.-,.,,..ate finia.aa mnp°s 8 2. Eggan Industries. installation of work. 5. Insulation. A. Provide stringers, risen, sub-treads and gauge(I.5 mm)galvanized fou:5t+eot,with edges 3. Saud«[kaon Corporation. 2. Operating Forte: Pull or poli`acs latfarms to fila indicated. Foran tired and B. S lea: Each era with find 12 6. Warranty. 4 Western Oregon Dort.Inc rood to e door. rorce mwuured at right P Pro Pen � � �t �: welded and finished flush- Do not expose roams or required operate E. Submittal Procedures 7. Proof of installer certification maanufacturcr. °set in Cmtumoow piece w ra;eive finished tread. inch by:l.inch(300 mm by 300 mm). � joints on ober occa. Reinforce fate sheen with S Weyahausr•Corporation- angle to odour and on interline of specified Weldor bolt risen and treads to carver angles. Weld 8 Proof od proposed sy itan's suitability for use in I in rated 20 gouge(0.9 tom)interlocking vertical C or Z 6. Matman Company. backset. I. Provide arse septa trod raves pones of Shoup assembly per Ul.P225. or rivet came angles to enamel:uul Brood stringers, C. Fier Retardant Treatment: Submit certification 9. Proof of roofia Pen rttinforcimg��spaced ern over 6 Dnwmp with monsoonal final forry to Architect g systemb compliance with Factory Mutual I- r 2.02 MATERiAIS Fasten countersunk hula or stud weld clips through tutuirog roma of fico retardant Balt used,that inches(I 50 mm)apart and epos welded to face a Exterior Doors Maximum tl 5 2. Provide three les with tranmutW 90 Clitoris Same para and platforms w facilitate fastening of welded trY>lmlerit compiles with Contract Ikcsmnent and shoots. Provide flush inverted 16 gauge(1.5 mm) pounds(3.8 kg) forms to Architect wire fabric fat concrete fill Pmvide welded-on clipsspecified American Wood Prese-vers Association A. !'Lige Bands: 'Thoroughly lido dried wood matching b. Interior-xxm: Maximum 5.0 bottom an door. Place o a bshoots t top ]. Pnprndr four era.at ,..gyred data with fur of eoffihl, Close erode of channel or box $ 2.01 PRODUCTS support pocifieations and this fire retardant sahb will not8 N F>am prourmde(2.3 coP N far Jetta. Ni.Nc.finger ,int httoct transmittal forma ori Architact members. Provide removable mouldings of 18 gauge c. Fire Rated Ikaon. Maximum rtrtngrn. bleed tltro(sgh fituahod surfaces. A. Provide Class A or B 4 ply built upI with (1 mm)steel for glued olhentugs in doers. Apply B. race Pan-:1 Two ply or three ply with face vetoer I5.0 pounds(6.it kg). B. On intatnedste Tat provide metal bases 2.01 MATERIALS fiberglass febt and white mineral cap shoot.Provide 2 minimum 1/50 inch(0.5 mm)thick at 12 percent moisurt SECTION 014(Kh-QIlA1 TTY CONTROL. �'I labor and 10 year materiae warn Provide with s(M)n n) an len spaced not sure thin 12 formed of etnngrn Miter and weld internal and )'eco Y fY' content,face panel minimum total thickness of I/12 3. Single Size,Hesvy L)uty Reversible inches(300 tom)on center. At utnnor ckaorn ( ) �• roofing system suitablr for use in 1 hour rated roof inch 2 mm),thoroughly do A'Grsde.,book matched Additional fauces shall include;reversible(non I.OI QUALITY A55URANCF.-CONTROL OF INSTALLATION external Comm of rtactal '�' A. Flush Paneling,Wood Ventxr coil' assembly described in Ul.dead P225.Provide provide foam insulation between internaltape *P grain handed)application permitting regular or parallel tr44 Y Br �� Fora veneer scull be less diced with C. Provide railings of file hudi system meeting mqurrement of FM 1-90. running vertically,A Monitor.,o....ity cannel over suppliers,manufacturers, 8 Pro cared,attached w 1. AW'1 Quality Gude: Premium. ng y,*andtd to snaoth finish of the arm plttcem«at and sd)uAuble power spring(string) product,eervir star stringers or wall surface*. 2. Panels: 3/4 inch thick w oh vcr eer rn 2. Provide conduit frorn center hinge following species: door and installation regwrements .ea,site canditioru,and workmanship, ale bond rare Claes D Care n B. Acceptable products: "g to p0doee Work of specified quality. O10�ng tom' 1. Scl.11^r/tilallville 4 GIC reinhrwnmt to lock cut out in doom schodt.loxt D. Cournmink nvet,bolt heads and screws on 3. Flice Veneer AWI grade'AA'Pear or to roodve electric lunge. Terminau conduit to 1. Pain sliced birth. 4. Vcr*head condition prior to tin•niahmg door clown;make finished rurfacee, ar cut off flush with surface*. le wood veneer or alternate close 2. Tri-Ply Nit B2P-M a rogwred modifications or:hangs due to conditions at no cat to B. ['empty with rtnanu �cturen'inttructiona,includingeach � B'tind juua:tion twee equal to Stanley JB-1. veneer architect,selocted for 3. Irde..'Permog4us M-B4TP N C. Glass:Provide SAM"Superlite I" wireless rated Owner.Install on side of door away from corridors or public step in segtrerne. F.. Prodely ft and socwely foam components transparent finish, lain-*hood. 4. 1'aalarkey M4-WU AHA-iI B. Hallow Metal Frame@ glass and telrulw tampered Blass where indicated on Dont'Schedule. apu:a. C. Should manufecturm'instructions conflict with together, making exposed joint close fitting. Cut, Provide factory applied light sandblast finish as Indicated on C. teapot Banner Over Metal Cocks: Kraft Papa type. Vapor door schedule. 5. Finish:626 rate chrome. Contract Documents,request clarification from drill,punch and tap u required for installation. 3.01 FABRICATION beerier including adhesive shall be Underwriters labontoria, 1. Provide standard Z"profile frames, 16 gauge knockdown ArchitecUNmginaer before proceeding. beerier under"Roof 0-ick Construction"(I'G F. Make Joint as strong and rigid as adjoining A. FabriLate panels in aaeerdanoe with shop drawings. Inc. FCX),and an exterior.drywall type at mW for franca.14 gauge set-up type at 2.03 FABRI(:ATiON 2.03 EXIT DEVICES sections. Weld ecmtnwausl al entire lint. of Fit joints accurately and U described for metal deck a menblica,Construction No. I,armor D. 1 with fled om stringent e tolerances, tall for Y along J Y Blit:�'�hY gluing tee actor A. Moet res aremaents of"Custom for A. General: Furruah exit devices where mchodul Comply specified quality contact,tax where t weldingu indicated Where mechanical fasteners equent Canatrtation No. 14,and in addition he F Mutual and 2. Providce rte ted or the work coli**rmrc mai t tolerances,cxades, ceQt °aa • required to prevent*tabs shaped Ctrrtiga 7u Bim" ed, exceptFactory Insurance Association approved t finish described in AW] r the•olio or specified requirements indicate highs standards or bolted or riveted connections err indicated, nada twparaticn. perforated metal antrhexs into adjoinithg mnaaon-y or en Quality Standards subject i. wing: connections may be,welded Grind exposed wclda flus're concrete construction.Fabricate anchor of steel 1300 for flush doon and 1400 for stile and rail doors. 1. Mounting: Furnish with provision for more precise worlrmanahip. D. Roofing Insulation: R 19 polystyrene approved by reefing concealed mount thro bolt Trot and smooth. H. [sang prefabricated pawl*with metal clips�o' ro lighter than gauge(thickness)used for foes, � � �'ePI system manufacturer for tree in 1 ho,p rated assembly.Insulation B. Fabricate corridor done. end fames*having fire 2. Keying: Furnish devices with E. Perform work b)'pexsmas qualified to produce workmanahi of oo 6stemen are visible in tlmc final inatallatioo 2.1R mrlaa wide by 10 inches long(54 mm wide by ke:ytd P G. Give fermus metal au rfices alb coat of fetrour, with combustible integral fiber board la)-z will not be allowed resistive rating teat law than 20 minutes when tested Tinders. K cylinders to building specified quality. °p� 250 ram lo»g),three(3)Pa Jamb rip to 7 foot(2.1 cylinders. cY •Y rat ryatem• metal primer. Before painting,ttarrrughly clean xtrcl in)high and fou(4)per jamb over 7 feet(2.1 m) in accordance with UAL:Standatda 43-2 without hue* 3. Provide bolt retracted feature,for concawd vertical rod or ima surfaces of lease scale,filings and other SECTION 07200-INSULATION AND VAPOR H; E. Gypsum Sheathing:GP"Dena glass gold"or approved high stream tart. devim. F. Secure products in place with ppraitive anchorage or materials. Remove 4. Provit;.•cylinder do 1 ��' APPIY int SECTION 08400• ENTRANCES AND STOREFRONTS y ung devices designed and dzoi to or disfgu stream, in weather or under cover,ensure that steel or 2.01 MATERIALS 3.01 ENSTALLA PiON vibration,phya;al distortion,or disfigurement. 3. Anchor fruw jambs to concrete t or H. Manufacturers and T Rim forma 4000 iron surfacesto are free from rmishuas or front. Do not A. Curtainwall and widow*pAMrrl pawl iein .tin•"FT3X A. Wood Blocking and Nailer. Provide wood blocking herpes. which�been pard prior a setting of 1.01 SlJBM1TTAI c � � deliver materials until shop cosi has Lined. Baia,with 1TOA exterior trim or approved with 626 1.02 TOLERANCES � ftarrta with 3/8 inch(10 mm)concealed bolt into �° 90 Ctutain Wall Insulation"(Fibrex,Inc.), r1w ma6b-r and nailer not•ndicated but necetswry to comply with SECTION 05720-GLASS RAII.INGS Curtain Wall Insulation CW90"(United States.ry!uum,";o)or roofing materials m anufacturde requirements. (4)paafon type shields or is ble minimum er tones A. Shop l how ter Submit shop drawingston and hardware �� A. Mointor tolerance control of installed Product to pled (4)per jamb. Apply removable Bops tocover schedule. Show typical dets;is of conditions for produce acceptable Work. Do ant permit toraw lences 1.03 STRI'('FURAL REQUIREMENTS B. Vapor Branchorer anchor boltt . members,join ,anchorage and glaring system. Provide 2.04 DOOR STOPS accumulate. B. Exterior will insulation above ceilings:semi- in submittal glass dougn,aluminum design,support t rigid *fibs board itisulati�xi with 4. Terminate bottom of Ganem at indicated Calculations shall tzar Bal of structural A. General: Furnish wherever hardware ita.•mh or open Handnu-and wall rail, assemblies r,nd attachments gid Bias vapor bwriw. 1. Base Sheet: Insall,using methods and �• B. Comply with manuLmcturere':nle,.nccs. Should �1 floor ievei. Where floor Till or setting bods engineer registered in Oregon. da,;might contact wall or other part of building, Y shell withs'and a minimum ooncentnted local of 200 pounds Glu fib•.°and Uterrna•sethjS reams coirplying with quantities of hitumen recommended by manufacturer u ,where echo dulod for uverttead stay,Pttrvude wall rrtanttfictiren'tolaacca exm'fict with Contract ASTM C612,Cl"I and 2;3.0 cubic foot 4 aecmu,support Game by adjustable clip or Aloe �, Y' appliod horizontally r- :.'ically dawn u my point on the Pow e� ( 8 of roofing materials. mmmted type where door itsullanua and surrounding Document,tegUCal clarification from �nil. kilograms per cubic metra)dGviry;K ae,,Dtx of 0.23 anchored to etrrctural substrate, Provide angle 2.01 WINDOW AND CURTAINWALI.SYSTi3M5 Architec"Ingmeer he ore proceeding. tool 0.03 watts treater kelvin; floor clips of 12 psuge(2.7 nen)noel,welded to eotutructioo permit;floor mounted type where ( per ) vapor k arrier facing 2. Kraft Paper: Apply*&waive in royuired conditions ere unsuitable for well mounted types. 1.04 SUBMITTALS 1, glass quantity � fume and punched for two(2)3/a inch(10 mm) A. Window Products'Kawnaa"Fa-Bet 4g u or lead 2x4 laminae of aluminum foil,and ase wTim and to metal roof deck surface aPF'ro C. Adjust products to appropriate dimension;position reinfilicemen with rating o,J.02(0.03 n w,m); lel to flutes,using mechanical applicator fimtaurr' finch fnmung*ernes with I"gazing unit and clear anoxlizccl before axurin� t, Penin rg � Pwv 8 BPP 2.05 FLUSH BOLTS prrAtcts in piece. Submit shop dmwinp.Indicate comp.ment details,rnatiena.ls, mou ufacturees standstd sizes;thickness n.•lic@ having suitable metering device. install vapor tinia6. finishes,connorticm and joining metFip ts,and the One of the following or anal: barrier and adhesive in compliance with insuring A. General: Manual and automatic;furnish in pairs A. Curtainwall product:Kawneer"..250 I_R wall"or approved (top ) top bolt in len gth relationship to adjoining work, agency's accede^lids construction. and bottom of door Provide 1.03 MOCK-UP 1. "In Caul-Shield 300"(Manville C. Hardware Preparation: Mortise,reinforce,drill systrm with I"glazing unit and clow anodimed finish.Provide and tap coon and foatnes u factory to receive mortise struetunJ silicone tum glazed mullions where uidmcated on in)above et fi locate flush bolt operator a inches with 2A1 ACCFPTABJ_{MAMIFACIITL(ER C-u�>�+w)• C. Btltnv-Membrane Insulation,Cant and Tapered Edge m)above finiahsd floor. Furmv*h standard strikes wtih A. Assemble and croct specified items with specified 2. "703 Soria"(Owers/Craning Fibsellae). Stripe type hardware in accordance with hardware schedule end drawings. wro t boxes for bolt. Furnish" f Southwest outhwest Center attachment and anchorage dor-cs,flashings,sale,and templates. For surface mmmted hardware,provide top > finishes. Railing pipe and components*boll Fps as manufactured try Strikes"for hatless hyla. C. Perimeter and roof itin;laton:Extruded I board 1. Install in accordance with internal teinformilent which is to be fold drilhd and 2.02 ENTRANCES O f l 1 c e n u i 1 d i n 1'mlius Bhlm&Co.,Inc.of Catlrtdt,New Jersey,or polystyrene Use steel secured welding as 7' aplm'ep• insulation,"Styrol am SM"(rho Dow Chemical Company), manuficturere printed instructions and modify,as topped. by B 2.06 GASKETING:P«nko 297 A v or approved B. Accepted mock-upa tae representative of the quality mama6cluttv'm oUwtarc'wies;thickness indicated. follows: Whore total insulation thickness exceeds reinforcement Rmnfilm e as follows: A. Entimme boon and Hardware: required for the Work. 2.02 MATERIALS AND FINiSHPS two inches,piply insulation in two cyan 1. Hinges 3/16 by I-,l2 h r 9 inchcs(5 mm 1. Blue bid:Provide i(awnocr"Narrow Stile 2.07 THRESHOLDS AND SADDLES C. Where*nock- has tpoen D. Exterior walls below:tiling level:fiberglass bats with ataggeringjosdo maximum ammint. Fit insulation up accepted by Architect/Etiginew A. Aluminum foil vapor harrier. needy and accuratel•a walk,curbs,and other by 40 mm by 230 mm). 190"in clear anodized finish with clear tempered and is nfiod in ) A General: provide at all exterior doom.Single spec prduct specification cations to projections end std ervds of omit into glass or approved When panic hardware is Prod bring edges length,width required to align with both jamb face" be removed,remove mock-up and clear*sea when directed [?. Acoustic insulation-3-ill"thick unfimd fiber 2. Lock Fronts: 3/16 inch(S acme)thick by inticaurd on door schedule,provide Darrow 400(1 1. Extruded Pi;x: Alloy 6063-T52 meeting B�bona, moderau contast aim required hardware moinufactttrer. Whore required for door closer djuotrnerlt,provide with to ob so. ASTM D 221 Owen Caning"Sound Attenuation Hatt"or apppr+eved.ItmetWl in T'q hY coria claw etnodizal concealed vertical rat tepee matching finish removable threaded valve hole plugs for perimnneter^,-.ills of all toilet rooms,electrical roome and 2. When for datum is applied directly to unit or spptxoved.Provide dogging but no exterior match n adjusting screws. elevator Machine room base aped or second la 3. Lack: 16 gauge(1.5 mm)by size cylinder.Pnwide electric strike and catdk 2. Drawn Pipe: Alloy 6063-1;932 meeting yea of insulation in two n' ASTM B 483 layer construction, surfaces to receive ��by�m manufacturer. activation of electric suike where indicated on slsamas �P B. Threshold blight alull show for maximum deviator SECTION 04200-UNiT MASONRY F. Unde slab vapor barren.For Libor"Moirtop"or approved iMulatine with full map coating of hot halt door achodule and in hardware groups described asD between lending levels of I/1 inch(12 mm). 'Maximum 4. Closer: 12 gauge(2.7 inn)one-piece below. 3. Reinforcing Furs: Alloy(1061•T6 meeting height of threahold, 1,2 Itch(12 mm). I.OI SUBMITTALS ASTM B 22 i O. Mechanical Fasteners:far use abs ceilings at 3. Provide t.ama where imulatcm djoina chcnnol,limo required by hardware nmemtfictmmer. 2. Alternate bid:('tervide Blumcnft"1301 acne"in clew exterior walls:Zinc coated steel or rylon fasteners vertical surfaces Provide taperee odJr':strip 2.08 KEYS AND KEYING A. Shop Drawings Provide shop drzwinp of concrete c consisting of orated ate and or rdl where indicated. Secure cant in.ice with S Other hardware reinforacrmnmtta as anodized finish,with clear tempered glass.Provide DH-I OOB push Issued l�Of Sl'^.11 i3elTnit only 4. Extrrsde Ban,S end Momildi B P� P T�Bs spindles. pawls showing extent of brick work, inclu sing haply one of the following: required for adequate strength and anchorage. pull.Whet'*panic hmtl'wiur.is indicated on door schechile,provide Alloy 6063-T52 meeting ASTM Bi21 nB trwpppinAe of hot asphalt or mechanical futeneru. A. General: Determine specific keying requintstarns I( 2/25,00 eouniop, dimonaiuna from panel edges, and djscxtit Hlun,enft H-IOOA panic dewiexe.Provide electric.trike and Final Plan Che:. / reveal stn . Provide hill enclosing steel Cover boxes candkey activation of electric strike wharf;indicated on door with Owner and Architect. Review keying requirement Iw' S. P,xtsttdlad Poeta: Alloy 6063-T6 mtdting 1. Goon Fastening e,Ione,Inc.l4. Insulation Over Kraft Paper Vapor over mortises. Provide removable access plata in schedule and in twdware groups described below. with Owner prior to purchasing locks and cylinders,to ASTM H221 2. Craxlloe E.Moore,ins."Genes Insulation Barrier. Apply fiat aye of insulation over ensure proper security of completed work- Furnish B. Samples:One unit of each color of masonry unit 8atue had to receive o hinge deep closers. liangerrs"- vapor barrio in eocottlarmce with reduxiraneent of OHiet refeforrYarneett so hiege or keeper ties*are B. Hardware Brcptlpe Cylinders with Cpestruwticm master keys. 6. Castings: Ahnag 35 meeting ASTM 926 3. Stir Klips Manufacturing Company"Stir- lloderwriters Laboratorics,inc.and/or Factory C. lockup Pinel:Cmisurict Sample Pawl u Project Site for Klips", Mutual for Class I Ccrrstntction. flush w th face of frame rchate. 1. Lockxets Brad Cylinders: Key,master key each type of mosomy reit. Construct each panel 8'-6"high by 2.03 RAILING SYSTEM A. Group A:Floor closer.n overhead concealed closer with 5'-0"long hY full rhitkneas. Cant simulated "pawl joint dlmvn 3.01 II�STALLAIIUN,ufINHRAL S. insulation tm Mlotal Roof iockw: 7. Hula for Rmiand Dox)!lepers: Three oftkrt pivots,threshold and Tliaw atha push-pull combination and B�manger tfY t factory. E,ntablieh end easter of panel.1.1*e materials,bond,jointing and patios as (3)for situgle doom eat two(1)for pain of HO i ixHG114 in.US 32D finish.. maintain keying u fictoa�. ifled for Wont. A A. Malarial shall conform to and be finished in Mechanically secure first Irryer of insulation in ofours. Instill spot Accepted panel will be used u control accordance with the following: A. Extend insulation f all thickness over eilitre area air ordaaae with requirements of Underwriter plrmtic plugs in silenoor tales to B. Orm-p H:Panic hardware as specified in section A,floor I 3.01 INSTALLATION GENERALSangple for juidging acceptability of final work. to be insulated Fit insulation tightly wound Laboratories,Inr.and/or Factory Mutttal for Claes keep bola claw doing installation. closer or owshosd concealed close with offset pivots,electric 1. Railing System:Flush or fiscie mounted obstectiona and apqu ist other insulation. I Coostructiun. strike activated by tardkey,system,threshold,and H,Awatha HO 11 ty polls in U5 32D ftaiah. A, Install hardwire in door as rdxarnrmended as detailed- B. Provide cutouts for security detection �' 2.01 MATE3RIAI S devices as ommufictttra. C. G:Derma 4000 Baia rim t nil hardware,with hacdwsre manufacturer and so required. Fit locks end PROJF.f"T NUMBER: 003999 B. Neatly finish insulation exposed to view s ithout 6. Do no,lave itsuL3ion to � type Pa broken or trvn comas tee mtQoad etch+ter in to ors and remove before painting. 2.. Rails: Aluminum;Ahura 1130. gran joints. weather. La no moot insulation than will be YM exterior cylinder and pull,overhead concealed closer, Y Reinstall after(loon finishing ie oompletod. Upon A h by Brick. ASTM C 10ck type TAX,exterior grade-.*"thick b covered with complete built-up roofing tem on B Provide jutred to box equal tr c hinge JIns indoor threshold,weuhontrip and ofhel pivot. DATE: 12/23/99 P P B� completion,adjust and tuFiriute hardware flu proper high by 7.625'wide,"Mbrick System"tee apprt,ved«"thick brick. Prtsmea scheduled to receive electric hinge. Install u 3. Posts: Fabricate posts from 1-a;•' C. Apply innilatiom;o overhead surfaces with same day. operation. _--___ _. Provide 3 Dolan clmoaen by Architect orad ay sup in random color UstchsanJcal alpha, center hinge location. 3.01 PREPARATION outside diameter aluminum tubing. Apply other'insuiluitirm with DRAWN: ehea pattern in ratio of 70/10,10.Provide standard frill and half adhesive or mechao'cal f sstenes as reuommendod by E. Built-Up Roofing gpbP rating A. Veri ditnesaicrma of structure at IdjInatirtict ttsttteet end mainst�el in proper hardware APPROVED: - stretcF.et unit mrd leaner units in general with nrrmun unite manufitctrer. When mechanical futeom ore used E. Pointing � supporting -. whore iadicatxl on o1ra4. Glass Structural Balustrade: B*Imttttrede - w7lip. shall he 3/4 inch r within eight feet 2.5 m of floor,cru ria 1/8 inch 1. InstM built- project site so entrances and morefttmtm wort,-11 he tcmpo+od Aloes and ora 'pre to BM ( ) P m roofing th idg 1. Clan,trwt and t surfaces of coctrrate designed,the as requirements of Apar 297.1.Roll lemA (4 mm)beyond flue of board and I self-lockf quantities of trtrtta�iala and methods of application � IY Beed,fsbriated and fitted to ---- 3.01 INSTALLATION ve reshow nan B in aooerda ce with memnactu rWo retammandation.� accordance v th roofin materials lkbt•:cated hollow metal work,inside and out, ativctamre. Toleramoee for su ppatting etrttctire area 3.02 HARDWARE SCF1F D[JL E PLOT DATE: 2/15/00 to curve as shown on drawings. B menufFacturties specifications and as additional) wr��exposed or comerld in conatruntion. specified in other Sections. _ _ A. General:[ay rrsaonry unit it,r-0rscrett fixtns plumb,true to 5. Shoe Moults Extnided alumnimtm ell D• Stagge7 insulatiorn bond's joints in both specified herein. Brown plies of felt into hot Y FPatirvare Clraip A-see eppec section 08400. line,with level and accurately spaced Cbttna,oath asrnse 41' cY2. breaking joint 0th course below,aux 6063•T52,Ahmn i 143. directions in multiple Layered installations,antes and tacky birdmen, escape, Thoroughly �� cl,eetl meta]surfaces of loose B. Coordinate antrttnxs Bred etmettomlx a reek with ��:. H set REVISIONS' ng joi rapt u otherwise indicated, othevaise indican 1. Stagger and joint locations in vings,filings,dirt or other oesniguous work and provide Components a proper time scopspec section 08400, le la iris deleterious m 'aerial. Remove greseo and oil by and sequence to avoid els in wast. Place such 6. Pitting:Wrought roar.-rill of stainless �8 Yea installations. 2. Finish appplidtstioe of batik-rap roofing � Hardware Grail C- SECTION 05510-METAL STArRS one of methods specified in SSPC-SP-F-63"Solvent items,including inserts mad anchors,accurate m Owl. Miter eQrown shall Fps o. gilded mctttdutA insulation and aggregate surfacing in FY - hinges as apec:.fed 1.02 QUALITY ASSURANCE --_- - oe tion with no weld marks visible when the SECTION 0724ane operation tip to line of ltocmtnation a end of edgeCloomfng". Pill as r»yufred to fill sa:.�.�n relation to fmal to cation of window wall Components. - lock*"1,9030 fitting is installed. (1-FX TEIRiOR INSULATION AND FINISH SYSTEM each day's wreck. install temporary cut•oflk a tea' - closer end of each days work and whenever precipitation SECTION 08700-HARDWARE . smoke ket --- A. Qualifications: Firm pm�ucing Wdxk of this 2.01 PA.ODUCTS: Dryvit"Otttsuation"with standard meati and la��. 3. Apply two(2)datum of metal primmer to 7. Gmnectar Sleeves: internal connector; "3aadblur fird ^ " Hardware D- Section shall have five.(S)Yaws experience o wort of utnded altteiinum. ah,3to Rwall with standard rrleah and reinfnrcemtet and attachment steel and foaming 1 it l SUBMITTALS - -- similrT scope and nature to that specified ",%lit.75"finish,or approved.Provide single integral 3. Page:aggregate garficing to within 5 which will be in contact with trmosonry or concrow. u�1)- cola fir project matching arrhitods sample. hinge ape 8. Glazing Accessories: Ext(1.5 m)of weer cut-otlk and glame Coal A. Finish Handwara Schedule: Submit seven copies of - latchaet L9010 ed 13. Design Criteria: Provide mer::;yam *tato and rtIImaindnr of daxpioeed reef srrfisce. Ranine 4. and to illy treat i Balsa with phosphate fi^Jah hardware schedule Covering complete . closer platforms of designss ihen It00 iundu per q re font a) Slotting block: Polyvinyl 3.01 INSTALLATION: temporary cutofik before proceeding with next �>�to�� Pmt ble internal Apply Identification of neem required for Project Include . smoke et live-load of not leas Ilvn I00 D.putndrl per square fed strf4lcimt number of coats of acceptable talamtel �` chloride(PVC);Blum No.8710. day's wale Rnofing that has been"phased"is sot Catalog cuts. List menufl ctrer's name with (490 kilograms per etgwue aster)end 0000entrthd load A. Tolerances: Aller,licked*sea,to obtain ultiftaraily smooth i b) Protecdvo insert: Polyvinyl acceptable. maoufk Butes hardware number together with finishes Hwdwwe F- of 300 ppaeda(133 kg). Pec vide nilitlp rad stgq+arta 1. Variations from Plumb or radiated esxposed etrAaea. in atltditloo,apply one(1)coat Group I to withstand Cpwe osteo„,�of 20f +/-1/8 inch maximum variation in 20 That of t•slmd m to both inside - h� specified � it chlowide(PVC);Blum No,8714 'at. iwlude separate aehe�de of key and as r etaiAaed prpLmdm Anglo: light-colored primer, (90 kg)applied a any point,downward or horizootall c) Filler. Cement > MMC=146 e. 4. delays du of @dvi l exotica sheet sod outside star ices. Tomb-up acaees having Gro malttakey ayat®t. Architttict's review ahold not relieve - locked L9473 ►.� eC1 .1C8t10Y1S Y d) Color. Black may Fps delayed dare to adverse wathos Cpmditione Contiectmr of teaptstati lity Arm requirement to and uniformly diatrlbtded load of not leas than 50 2. Vs-+-dim Rom Level or Indicated at rooting memtifischlrer's recrammendatinn. rune,smears or bete spots. provide Conti leets hoderm fa project fiadrvare F- Y 1 poimds per lineal flint(74 kilograms per lineal meter) c Slope: +/-i/8 inch maximum variation in 20 fbot - hiware specified F- , applied downward a horizontally 2.01 FASTL7NLrR. cur Iwncsrmdstive. 5. Embed loose granula,matching mineral - i orma 4000 series panic hardware w/JT08 trim and cylinder M AJ. O�ets in Ed-to-End or Belp-to-BEdge � A. exJsarpL..al Fasteners: f J mechanical flateners cap ate.hese and covering bittmom - Clow1.03 REFERENCES used in the aeaembfy shall be reanuactured lhdan Alignment of Consecutive Members and at Edges in ervruu- smoke go". stainless ele sbaeL Btposedumiu ofta t in ignmeSurfliwea: 1/1 6 inch(z ram) Hardware Orcup F-see spec section 08400. A. Except as modified by governing oodea and the maxiattsm trl5et in dippnmmt. 6. Provide tblded-back envelope topxrvmt Contract Dwinnmb,comply Frith appheable provisions B. Adheiin: Scotch-Weld . bitumen a terminal points of built epoxy adhesive Catalog No. ` t 7632 SW Durham Rd. OW recarrsrnnsdatlrns of the National Association of 3M 13C 2216B/A(.lea Amber. B. Canal: Miter oasrlen of oorrsioe. roofing except where roofing b,it hem tuned m at A0610 ArchiterUW Idatal Marntactaon(NAAW Metal Stain /tJip>•' SIT2000.00001,BUP2000-00016 Mantral. art 7 of 51 -.....ten,......._ r"..s+ C 7101 cul nu1lu lln1lll�nn1ullnlljlll�ilu�lllt�fliijin1iiiljiin� ��111 11111' ��J'ii111i .iii ji�n1,I� -- -_ I�iu,I �, ,III 1u111111uu1PIl. LEGIBILITY STRiP c T 9 o I'll, Iz 13 Ila ;7111111 If7 17 1e I's zlo zl 22 z3 z4 25 2e 27 2e zs �o . -•_ Omni rm . - III'I III''IIIII�IIIIIII'IIII'I1III17Iy I IIILr'IIIIIIIIIII�I'IIil ., I . CD - 11__4LLWi1i1Ji1dJ�I:hJ1Ii1i�+��+�+�.4�Wi�MO I i WiLL11111 aF1K1 I'll ��l,Il�a � iI a pOO� 10 X ., .. .11 . 1 .1 - I -11L .--, , . ---.-.-. - , I . Y.'. It .lim ..; _ . - - .MMLM _ _ ...- _- -. ,� .. ,.. ., -- r. IN 1_-" .. .. -. .. NrX.I+MaOarMllFrberMF'Oa++-�aNx1s<mp" ++wrrM :nwM," "",tiM.yw�wm".n."a•.,, ,++w-� eco"a,+".+,.,�*-k•n+�+"!M-6..N,-.eM w«""""+,...k�r�... ,,,"�.,,.�+:^",+,.r.-w.w.".•".nrnwa•"aa,«..n...cocoa"�e.wpaM�.�fe.-wsoow*"mvvrobeenrww.mw-"I'rr�w.«-wa+ry:`u'r"aeM�.I*'"r -e .4w,-.,-AQwww"R+rwgo"�..,""7 .gee•* a 'a1► SKr, _ - z1. ' a, t r SECTION 08800-GLAZINI; DFrameless Mirrors F. Portland(emend: ASTM(' 1N'i1ND.150,Typo l;white wheat SECTION 09900-PAG FFA 1.01 SUBMITTALS required to match Architect's sample. 1 01 SUBMI f fAI S 1 Mount with Adhesive Paint back of . mirror with additional coat of uroisture-resistant A. Sampl:.s.Each type of glass,(except clear flow G. Waterproofing and Crack Isolation Sheet Membrane: A. Product Data paint of type,ecommended by mirror manufactura. glass)12 inch(300 mm)square. "NobetSeal TS"(The NOW- Company). Suppon mirror on setting block s placed in f. tvlruufacturefa product data on each type continuous minor moldin Apply mirror mastic in 2.01 GLASS MATERIALS H. Portland Cement Mortar: Comply with ANSI AIG8 of punt. g. PP Y accordance with uuwtic manufacturer's Standards for mixes. BPsintind Schedulei strxtioms. Do not cover more than 25 percent . A. clear Fluat. ASTM('1036,Type I,(:lass 1,(duality q3 of mirror baric. Apply mirror to subouatc sir 1. Dry-Set Mortar: ANSI A I 1 g.l. Also comply with TCA Formula 1, Each painting system showing types of areas not:;Aerated with mantic will remain open for > 759 for use with ous and vitreous ule,and with TCA surfaces,types of paint,number of coats, H. Spandrel Glass: S"furl CI(W8, type 1,Class I, u�^`n ventilation,with I/8 inch i4 ruin)minimum color as selected. Awly fused opaque ceramic fns Formuts 763 for use with non-vitreous irk. Mix sand in the manufacturer's name and trade name of material w clearance from substrate./8 coating on inside face of glass. Locate tong mar ks formula at the factory be used. --- _- ----_- --- along edge which w1 if be concealed in glazing system. 2 Seatre continuous mirror molding at . J. Grout for Ccvcrnuc Wall Tile: Color s related, (� SamDlr.' bottom w support mirror. Satire modeling with YLETCHER FARR AYOTTf,P.C. one of the following: I Colors: Appry to 8 inch by 10 inch(200 C. light Glass.i green" light of clear glass with outer g' appropriate type countersunk futeaen at 12 ARCHITECTURE PLANNING RVTERiORS light of Pis(i"Solar gncm"or approved. 1. "Dry ng,Inc.).Wall Grout'(LAM-Stow mm by rd, mm)size pas on. Opaque tial us i inches(300 muni on center;line molding with 709 S.W. THIRD AVENUE ' SUITE 200 Manufacture lcardboard;usher finishes on same material used in Z. "H droment Ceramic Tile Grout'('The UPCO 1 g tag aPP PORTLAND, OREGON 97204-2417 t-.S,A Project showing various stages of Lcat:a: protective tape. Mace murur Inco molding,set ►). Structural Silicone Glaring(STSG) y into position and V-eas firmly until mirror mastic PHONE:(503)222.1661 FAX:(503)22. 1 01 Company.). Submit 3 displ.iys of each colo[,finish,texture, co'co'a'FFADESIGN COM 1. Fabricate glazing gaskets.seal+t1 type lots achieved proper'-ar backers within glazing pockets and co,inu our K. Grow for Ceramic Musaic Floor Tile: Color es 3.01 FINISH DEFINITIONS glass spaces pads w glass butt joints from black selected,one of the following: SECTION 12690-FLOOR MAi S heat cured sihcoue rubber(type one where sea!aut I. "Standard Floor Grow"(L&M-Surw API W-Exterior latex fur csucrctt adhesion is to he prevented and type two wA.here Manufacturing,IncIn. I adhesion is desired) ) I. I cow pruner 2 "H'dromcot Ceramic-file Grou,"(The UPC'O 2. Structural Silicone Seaant One of the Company.). 2. 2 coats acrylic latex point 2AI MATS following: `Q fL t p 3.01 PREPARATION H. PI01 -Exterior alkyd for stA. Rubber-Tire Mats a. "793 Silicone Bwldin I. 1 coat stool primer over SSPC'SP3 preparation-'I nemec g acnes 4 or approved 1. Acceptable Manufacturm and I ype. One Sealant"(Dow Co . Etch concrete substrate with 10 percent solution apP ntui>g Corp.).�) 2 2 coati extena alk d enamel of the foUowiog or approved �IAOPb. "Ultroglazc SSG 40011"Ic,rueral of murutic acrd as rryitrod W remove ctrritig compcxinds Y a ON • or other materials that would intedero with Electric Co.). �°'� C P102-Exterior alk d for vaaited meal a. Amrncan Flour Pnidtncs Cu c "Rhodorsil 70,5C'"(Rhone adhesive bund. Ririe with water to remove acid traces. Y gal "Century Flooring(CC- 1440)" rJj `V I I coat primer for galvanized meads Tnemec series 15 tint B. Inc.I B. Seal substrate with sealer as rectictunended by 1bondurtof te�aiar alk d enamel oved b. Pawling Rubber Corp.("Dura ?L, C OF 0 3, Spacer Casket: Size,shape:uiJ rdbesive itrunufact-area Y 'file Style L!-50"for checkerboard pattern) durometer recommended by glass nWnafactUrcr. D. P 103-Sealer fur concrete ("Dun-I Ile Style L T-51" for conunuutrs C. (iTnd or fill concrete,masonry and platter linear stripes) 4. Backer Rod: Open cell polyuretharte foam substrates to comply with allowable variations. E. P20()-Interior latex t:,r g)'posuini board nod stock,compressible Aid rompwhblr with 302 INSTALLATION 1. 1 coat PVA primer 2, Mats. Manufacturer's standard units of sealant,recommended by sealiwt ivanuifacturer. , . 2. 2 coats Interior acrylic latex edge-grain-haminaadt and chenille-buffed rubber A. Standards Unless otlrerwisc shown or specifics, lire wall cuts,banded to flexible backing sheet SECTION 09100-METAL SUPPORT SYSTEMS comply with applicable requirements of ANSI A ION I F. P201 Interior alkyd for steel forming single piece mats 2 through A 108.6,and recommendations of TCA,"Handbook 1. 1 coat sial pnmer over SSP( SP3 preparation 01 MATERIAL ti 2. 2 coats interior alk d etuuncl CumminLinear Strips u for(lrnnc Tile installation" Install tilt noel siert y Fabr.:ate in long length as possible with floors according to F 113 At floors,F 122 at slwwer A. General: Pro�tde sial mutcnrls fur areal G P202-Interior latex for wxl grim rwsnuhg parallel support systems with galvanized coating ASTM A523, G• floors,00.4,i w walls and 00.4;at sixxver rooms. a 1. I tort primer for waxl 60, aluminum:sating ASUM A463,1'1 25,or 55 percentH. Manufaciwm's Irrtructions. Comply with 2. 2 coats interior acrylic latex 3 Color Manufaourcfs standard color. aluminum-uric coating. mmufacturer's instructions f• installation of each material H, P203-Transparent finish for wuod(AWT system TR2) H Light Gauge Metal Stud System 1. 1 coat v'uryl sealer SECTION 14240 If\'DRALLIC ELEVATORS C. Lay out rile usuug field tile and trim shapes as 2. sand with 220 grit I Studs. U S Gypsum ST,SJ,C'S,CR Series studs and ruiners, 3. 2 coats catalyzed lacquer 2.01 Elevatrr systems Montgomery iadicatad or required. Center ult fields both y' g nary MX renes,Dover Seville or Knot or approved. Install gauge as indicated at drawings or m directions in each spay or on each wall sea and approved mating requirements,bcicw rccommendocd by rnrriufactiurcr for height and lateral load. Finnish adjust to minimize the cutting L sc uniform joint 1. P204-Stained finish for wood floor and ceiling track,and accessories. widths of 1 16 inch(2 nun)for ceramic ule Cul field I. I coat stain A. Regwrcnwnts 2 tine only. Do not cut trim shapes 2. 1 cost vinyl sealer I Speed I S0 fat per minute. Blocking:Provide 16 gauge blocking for wall mounted items 3. sand w ith 220 gnt 2. Cap.,:r 3000 pounds. tricludmi;handrails,toilet accessories.grab bans,wall mounted 4. 2 coats catalyzed la.yucr 3 Leveling: Within 1,4(6 mint inch under light fixtures,wx1 wall hung paneling D. Extend the work into recesses and under equipment g and fixtures in spaces indicated or scheduled to all loading conditions 3 Lateral L tied Design S potinok pet with receive file Form complete covering without SECTION I OR00- I OIL VI AND BATH ACCT-SSOkI1.S A\D 4, Wmking Pressure, Maximus 4(10 pounds deflection unit L240 interruptions except for control and expansisn Joints TOILET PARTITI()NS per square inch ind;sited anti required to comply with requirements 1 01 SUBMITTALS 5. Cab ceiling Montgomery design H'in 44 brushed stainless C. Ceiling Suspension and Furnng System: U.S. Terminate work neatly At obsuuLuons,edges and steel. Gypsum components, or approved, consisting of the comers without disruption of patem or)omt A Provide manufacturer's product data.,including 6 Lighting,Montgurri halogen fixture with black trim following components. shipment dimensions and finish data for each occessury and for 7 Cab wall panels 5 R"Class B particle board with wood partition system veneer as specified to"06240-Wood Panel:ng"and transparent E. Install waterproofing and crack isolation shoot finish as specified for system P203 in"09900 Painting" I l LS o -4 inch 6 gauge men)and I-I 'inch 2.01 MANLTAC'T URERS A. P•_)vide hooks and protective in one cab 140 mm! cold-rolled I6 gauge 11 S our) .hsnnels, membrane Duct(]Dors and walls at shower mors. P Pam painted9 F n, sh at hoistway entnmce doors 44 brushed stainless F. Normal Thin-Set Installation Use dry-set mortar A The specified"B"numbers arc&_)brick Washrocx„ stn 2 US Ci vielvanized Metal Furring Hat for thin-se the work,unless )tb4-rwi.w indicated Equipment,Inc.accessories specified to establish IU F'im h et inside cab doors +4 brushed stainless steel. Channels, 16 gauge 10.4 nun) as recommended byrequired design criteria. The;ollow ing manufacturers I I Finish at hotsm air jambe and bead u4 brushed stainless manufacturer for weight of material suspended. G. Adhesive Installation(Thin-tied: 11sc organic an approved: steel. Ale adhesive for setting file on gypsum wallboard and 12 Hoistway door fire rating 90 minute abate indicated I Bubnck W'as voom Equipment,Inc. 13. Handrail:rear only,tubular stainless steel 3 IJ.S.(i Furring Grinned Claps. 2. McKinney. ✓�'1.4 C'a►�by esrpea subzoatractor. 4 A1 mm)au e 4 hanger . Marble Thresholds: Receive from fabricator, 2.0,,` 1 K g ( P wire;and tie Hld install in one piece,fit neatly to door lambs and 1.02 MATERIALS Elevator sluff pressuinzaton system wire. i backpaint with Sionebacking 4110, loch Brothers Div. A. Requrremer•ts St.Louis,MO,before setting in full moray bed A. Staininx Steel AISI Tvpe 304,No 4 finish 1 Provide minimum airflow of 2126 cfm, 3.01 INSTALLATION Provide roquuvd products for installation Provide at 2 A stroke detection system shall Is--part of in aprproved alarm system. entries to toilet Homs on each floor H. Hrasx ASTM B124,Type 2, J. Ani sprinkler water Ouw or manual pull statin shall also A. Light Gauge Metal Srxd System act•:ate the elevator shall preesanzation fan. I-4 inch(6 mind thick. Mirtory shall have a unitorns 3.03 TOLERANCES C. chASPM 01036,Typic I,Class I,Quality y_,, 4 Whenever the pressurization fan is activated,the norma)elevator vent 16 1. Align floor an.l ceiling track accurately shall be automatically closed and held shut. A. Allowable Variations in Ftmshod Work Do not coating of silvee.protected by film of electrolytically r along (lax and ceiling according to layout on .. At least one Isniwittxi smoke detector shall be mounted on the ceiling of exceed the followtrig deviations from level and plumb, deposited copper complying with FS DD-M-41 d. drawings. Secure with[tails,screws or fasteners each elevator lobby. to suit conditions,spa.ed not more than 24 inches and from elevations.locations,slopes and aligntnemtts (600 min)on center acid not more 8 inches(200 nim) shown D. Chrome Plating ASTM 8456,Service Conditions No. B Testing % I. Floors: 1/9 inch(4 mm)in 10 feet(3 SC 2 Prior to the approval of a certLncate of Occupancy,the system shall be tested and from cx:h inn end. PPro Pam .', )" im)nun.anv direction;+-1/8 inch(-/-4 mm)at approved by the design engutoer and a letter of acceptance shall b e provided to 2. Set studs in track t icing indicated any location; 1 32 inch(I mm)offset at any E. Fastening Devices 4tainlem steel ox cadmium \\-\^the City of Tigard Building Deps tment. i on drawings and secure in place according to location. plattei steel,concealed in finished work wherever manufacturer's recommendations. Set end studs not 2. Wales: 1/8 inch(4 mus)in 8 feet(2.5 possible. Use Phillips flan head screws where exposed, END OF SECTI()lb more than 2 inches(50 ruin) from door frames, m)rum,any direction; +-1/8 inch(-1.4 trim)at count-munk and finish to match accessory. any location; 1 32 itch(I mm)offset at any with screws or rivets tthrouughgh t comers and intorsetshrns. track and stud sup and Ferrein location. F. Mirror Mastic: Adhesive setting:omptwnd r flanges 3. Joints: +- 1/32 itch(+/- I mm)joint manuGtctured sp,eci,ecally for cutting nirtors with width variatior at any location; I/16 inch(2 mm) continuous angle support at bottom alae. B. Ceiling Suspcna ion and furring System in 3 fat(I m)run for deviation from plumb and true,and for other vanationx in alignment of G. Mirnrr Molding ASTM A 167,Tvpc 302 or 3(14 I i joints. stainless steel,21 gauge(0.8 mm),No.4 finish I. Stwith8gspend -1 a hornnch 40 wires niches Southwest Center channels with A gauge hanger wires 4A inches (I SECTIUN 09510-ACOUSTICAL c1ilLINGS 2.03 ACCESSORIES 200 nun) on center. Attach hanger wiles to !, structure by wrapping smund beams, joist or 1.01 SUBMiTi'ALS A. Roll Paper Holder: "H-2988",double roll holder, Office Building inserts to approved method. Install channels at 48 inches(1 200 trim)on center and within 6 inches locate etc sial. Provide Aur attach water closer � (150 trim)of walls. A. 1'rxiucl Data and Installation Instructions, located cobra indicated . e including evidence that the and grid systems arc 2. Position channels for proper ceiling approved desis P2or use and I our rated ceiling systems ref UI B. Paper Towel Dispemxar and Disposal: height,level,and secured with saddle-tied hunger Kn BI:8-359 dispenses and lispusal wire. Allow I inch (25 man) clearance between 1.01 MA f I RIA1.3 B2:D-35903 dispenser 1 chaoncls and abutting walls and partitions. A. Ceiling Tile: fire rated 24 x 48 x 5/9"square edge C. Feminine Napkin Dispenses. "B-3500",recessed, 3. Erect metal furring channels at right Armstrong Georgiae,USG"Pebbled" or approved. combination feminine napkin-tampon dispenser,stainless angles to I-I/2 inch(40 Trust)cold-rolled channels steel. Unit shall have nameplate and coin mechanism spaced 16 inches (400 mm) on center, unless B. Ceiling Grid: Armstrong Prelude XL,suprafinr XL for 10 cent operation.n. Ptiovide or a in each women's otherwise indicated,and within 6 inches(150 ram) Donn DX or appoved. toilet,located where indicated. of walls. Secure with channel clips or saddle tie. Neat furring channels at least 8 inches(200 C. Drywall susrension grid:any pr dui approval for use in I D. Soap Dispenser: "11-8226",lavatory-mounted, trim)at splices and wire tic with double strand of hr rated ceilings per UL design P510. stainless steel. Provide one at each lavatory. Issued for Shell permit only 19 gauge 0 Trim)wire. Final Plan Check 2'25,,00 4. Lateral bracing shall SECTION 09650•RESIT iENT FLOORING E. Grab Bar: "B-6906 series",stainless steel. ein comply with UHC Standard 4 7-1 R. 2.01 MATERIALS F. Shower Itrod: "D-207",stainlesx steel. Provide: one at each shower.A. Shret Vmvi Flooring:Tarkeu.09 inch in SECTION(19300-TILE AND STONE Steel(nay,57029. G. Shower Curtain. White duck, 10 ounce(?80 g), 1.01 QUALITY ASSURANCE B. and pre-shrunk,with permanent ws,er repc;lent B. Rubber Base: FS SS-W-40,Type i(rubber►, finish. Double fold edges and stitch. Mourt on shower including premoldod end stop omits;smooth finish. rod with stunicss steel books through stai,Jess steel A. Mock-Up: Finish one toilet room to rove n monk- Unless otherwise indicated,provide base 4 inches(100 grommets• up for all toilet moms. Adjust mock-up as directed. rmn)high;mtatiufactiurer's sWte'trd colon to be Repair mock-up as directed to as new condition at time selected. Provide in contintiow rolls minimums 100 foot H. Rote Hook: "B-2116",stolid brass,c,trome plated. Pcxiv'ide of Owner's acceptance. (30 m)lengths. Provide fist type at carpet,cove type two at each shower,located where irdicatedd. PROJECT NUMBER: 003999 at vinyl tile,sheet vinyl and concrete floors. 1.02 REFERENCES Provide factory-formed external comets,cleanly bent 1. Shower seat:"B5191",phenolic a.id stainless steel. DATE: 12.23/99 unite,or neatly cut,fit and contrrt-cemented pieces. _ A. Except as malifiai by governing codes and by 1. Mop Rack and Shelf: "B-2:4",36 inches(900 mm) DitAw'N: alien Contract Documents,comply with applicable provisions Icing. Provide one in each jar:to's clo"et,located and recommendations of the following. where indicated. APPROVED: - 1. TCA"Handbook for Ceramic Tile SECTION 0%80-CARPET K. Keying: Key coin bo its for sanitary napkin uiispenners separately. K ey other accessories alike. PLOT DATE:__. 2'25/00 �t2..ICA 137.1 "American National%m idard 1.01 SUDMITTALS Specifications for Ceramic Tile". A. Manufacturer's data on adhesive and pad with -- ---- information on odor control and offgassing. 2.04 PARTITIONS REVISIONS: I I.04 SUBMITTALS ---- - A. Plastic laminate finished particle board,overhead L� 4/24/00 A. Samples 2.01 MATERIALS braced partition xystem:Bobriak 11142 series or L Groat: Grout color. approved.Provide latching handicap accessible latching A. Carpet:Harbinger and Bolyu products-see hardware and t.oat hook at each stall door.Partition 2.01 MATERIALS finish schedule. color:Matt Back,Nevamar S-6-537',or approved. A ceramic Mosaic Wali'file: American Oban 2x2 B. Pad:Tubber type suitable for double-stick 3.01 INSTALLATION Satmglo,porcelain body,cushion edged,2 inches by 2 installehon, inches by 1/4 inch(50 mm by 50 mm by 6 mm). include A. Install Accessories where indicated;rigidly required bases and trimmers. Provide bull-nosed 3.01 INSTALLATION secured and in accurate alignment with other fixtures. external corners and trim pieces;and square internal corners. A. Provide direct glue down installation over B. V hero toilet accessories are to be mounted on double stick pad.Select adhesives with minimal odor. toile+,partitions,ob not through-bolt Drill and tap - --� B. Ceramic Mosaic Floor Tile- Northern Lights 8x8 partition reinforcement for accessory bolts' Specifications porcelain body,unglazed,cushion-edged. Colons asindicated on finish schedule. C, Provide templates of accessories for drilling and tapping required in Section 10160-Toilet Partitiors. C. Marble Thrcnholds: Fabricate from highest grade Madre Cream Alabama or Georgia White marble.curt from sound stock,free from cracks,and spelled edges. Honed finish on exposed surfaces. D. Stone the and beat material: 121120/8 gwite, Intrepid Marble and Granite or approved.Colors as inilticated on finish schedule. AO . 20 7632 SW Durham Rd. E. Metrtl Edge Strip:stainlexs steel shape at joint SIT2000-00001,BUP2000-00016 d between atone and carpe(. 8 of 54 I j �nulnn�nulun�uulun�nnlnu�uul u1lnnlnnjuulnn�nulun�: LEGIBILITY STRIP l m0mmm.1�m ? 3 4 5 6 7 9 6 10 11 12 13 14 IS 17 IB 19 20 21 22 23 24 2!7 e`.hd 27 28 29 30 1 ZI 11 Of 1 q HDNI a IOL 11�1111� WIm Llta L l�►,W1�.1111�,11 I.IL1lL J 1 1J 1�1 '��I�I 1W11►J hilt lllil��l��tJ iJJ ll 0Z �1 CD .. ''�-F' .. I illoul -. N,ql.t.w�weMtiMh+�wMnM�f�wfwllYf.rl�7ni cane*tre"�*�+,�a�•w�M�Mrxxw�pvMr!pK .. n.rr�w+�ror.�.t�,xM.wraMMN� ww�w�aM�ro��+N}�VCPM1Mrlxk fr+;�,r,-ye^*�wD+,•t••••"s.. ... ..-.ne+•.nANra-ann+.•w+•+•yi�++.''nrnMM -.•,•.•.•••,+•,.,•••,••,., •>••. •• ,•" ++«•••••�`t�^M�rVl�w! »••w,+a.sa•.Mr,w..�aw". .+M■ea+r ++,wwwlr. . r d w„ ir• :?M y. K� 't I 1 ! FFA DURHAM ROAD 1 - — _ FLETCHER FARR AYOTTE,P.C. ARC-II1Tucnim, PLANNING Ih rE RIORS ! 'OC S,W, THIRD A\ENUT? SU:TF. 200} a PORTLAND. OREGON 9'204-2417 LISA t •/ PHONF 150312:2-1661 FAX (5031222-1-0I IV1u FF 4DE51G\COM r - t 1 I EXISTING BUILGIN.� PROPOSED BUILDING �► ` _ -- -_ _ ` ♦` - , ♦ \ .. ♦, I L. / ♦ , ` If .. --_ .. SITE AREA 363,140.63 S.F. 1 NET USEABLE LAN[ �;. AREA 245,?85.20 S.F. r.r M rrmM r .( r r go •• � •r •� E►. t'f0►l UN —low �rlt��r'�ros i DO' RIPARUW i 000 nDco AY ` SEE SHM L2 ••• J r GoLkaARY FOR SITE 1-1NDSCAPE PLAN r• • ..,s!:+' J i J 'r r r I' r s', 1�TlJ1NOS ', '5 '50 r 4 go 000 do fop of dip I � • Itgoogol �x �1c � Lam' �' r•' / 40 10 low zoo Yi •r r 100 YEAR ..• - ```lir!.Wk FLOW PLAIN 'o logo TYPE 1 SENSITIVE LANDS REVIEW TYPE 2 WATER RESOURCE REVIEW SOUTHWEST CENTER mw wwo iw*m r,w.1lw mm alt RPANAN SEISAM � 100 VW FLOOD PLM / •� �• FLOOOMAY BOUNDARY ammmmmmmmmmm. MW PAIN G19110111NT / SITE PLAN 1• - 40• / 40 0 40 s0 120 I ,i I I PROJECT NUMBER: 991,1" DA rE: 2.25-00 DRAWN: ARM BD APPROVED. 'IN PLOT DATE: 2-25-00 REVISIONS: SITE PLAN I VIMK /LOT DATES: 12/2000 11515 730H AT HAT 1,,14/2000 11 4911 HAT 1/17/2000 8 36 47 HAT A1901 2/4/2000 9.555 32 8MD '632 SW Durham Rd 2/8/2000 17:49 38 PMD 5112000.00001,BUP20110-00016 _ — ---- 2//12 D 4/ Sof 54 39177C0.dwg 2 /2000 8:35 43 ARM .,.,...aaw LEGIBILITY STRIP o om z 3 5 s e e 10 11 !2 13 14 16 17 18 19 20 21 22 2a 24 25 26 27 28 29 30 I'III'I�II'I'I�TII'II'1I''III'II' I1I' I CD CONI 9 JOS 1�111� ,UJB,1,lJ,�L�iW11�1�1�.1,�llLl-L�1.�l.G.�,I; .Ot . . .•wiesq Mw�rerwrcrw ... :...., .,......rw•..+••.«ev.....+s.+...»ne....l.^+rww��.rr+M.wswwwa,w,..+a.+.. . n„rN+..-,.».+.w,«•a, .�.••e......,....,..,+...,,»... ..-..,. ....-., .,. M.....».,.- -..,_<,..................,._..,..._... .»...,..«...,..•.. �R.�.. r-..,. _ .,..,,..,....,..•—.w..,............. ,..�n.e.•...�wh.�^�.w•Mww�.s...r.. y � e�bwra.NrrwiMMll�l�lll�' 1 G N RA NOTES. INDICATES I-NF? RATING j V 15'-0' -8 I/ ' 10'-0 1/4' -5 5 ' b'-4' •b' TTP. 26' PANE_ �1/8 I'-1 I/$; -- - - 2'-1 ''8' - - - - - I'-1 I/8' 3'-4 1/8' 5'-0 , 5'-0' 5'-0' 5'-0' S'-0' 5'-0_*5'-0' 5' 6' L6'-1 I/2' I '- FLETCHER FARR AYOTTE,P.C. AROUTECTURF PLANNING L`rTEI IORS oe SW TTiiRn AVENUE SUITE 200 PORTLAND, OREGON 97204-2417 U,S.A ;x1111 I j6 cn . . PH(')NE:(303)122.1661 FAX 1503)222-1'01 1 --_— ,11 M WWW FI'ADBIGN.COM 31 EXIT PA SAC# RISER ! Qtl i PORTLAND OREGON OF 001 - 1 1 U 1 1 -- y 7?' 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Qa 3 9 A3ba I i: ; m I + x d' 2,40 Issued for shell permit only 01 E ATLOBBY "___ •� �0 AT s-a' G Final Plan Check 2!25/00 3ra r" wto x tz - - --- - - - kr - - - - W'12 X 6 r • I O O I I i LE _ AGE a of o x . x . AT K � ' I Zaf 00 0 x x . x . 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I ARCH TECTURE PI.ANNTNO INTERIORS 708 1.4 W. THIRD AVENUE / SUITE 300 PORTIAND, OREGON 97204-2417 U S.A i I PHONE(303)223-1661 FAX(503)322-1701 W W W.FFAI)EWGN COM I - I A3bm I OV D AR PORTLAND, OREGON I OF 0�le I I 21 'N ROOF A rGH .11 2'-6' �4'-� ' CLR I (Q ROOFTOP ' UNIT I � 011000011010 19'•1 3/8' 4'-1' 9'-9 5/8' Z'-2 1/0' 35' ----- --- � (�► \ III \\ � 8 � � . 1 10 I I N I I I i 24 rl ' 171DI II 4 I3' CR RICXFT FORTED OP TAPERED PM' 6Ty%EXE M&ULATION TOO MMR'AM 1 I I a� elrl I I I I - ---- N~gF�_cNIW_s Southwest Center Office Building ' I I '! TOILET EXNAUet --_g1-4�-_- -- _. ' I U_ 21 sl a I _ C Issued for shell permit only ELEVATOR&HAFT Final Plan Check 2/25/00 n ---- I ROOFTOP r- ' P �W86LIRIZATION PAN - 43-IFJ' x 3-141•CLR ' K1 � W It (0 EIFe CO TTO 1■ CAeT - e MRECA8 T715 I I I I -- _ GUAR FOR ELEVATOR&HAFT I 71& VENT-31'x31'CLR NO OI■INM�r � .IO I � II I I i � g TTP I TYP i I .10 10 PROJECT NUMBER: 00.39-99 I I I I — DATE: 11/30/99 DRAWN: S HEA — APPROVED: — PLOT DA i E- 2!25/00 REVISIONS: - 1 I Q I � I I (A-350A3.70 A3.10 N X3.8 Roof Plan Q ROOF PLAN I/4'■i' � I I I I A2040 7672 SW Durham Rd SIT2000-00001.SUP2000-0001° - _ 16 of 54 — LEGIBILITY STRIP O 2 3 a 5 6 7 f� G I om12 13 14 16 17 IO 19 20 21 22 23 a 25 25 2d ,9 m. rR Lp ��IIIIIIIIIIIIII14Q111'''1,1 1111111 ''II'' IIII��II!!IIII f -• I^.1�WiAAWi4F�iiiiJJ+� O 1.W�.W.1M.W. iW.W�iLLL I I 1�.1��1�J,1 NON! 11 10' CD :3 0 , « . - .. w■IfpM�ll �.¢,M+w....,...w-.,.....,r.,.v.. ...,.....+,....�w•..•...,.r..._.....+.,..«w•»e«-....�,M.. a,...•...n.,».,,.,.......»,.,......,.,..n.... ....,,I.M.nn tirwn.wr�+»w+..,....,.rt.+l...,*n.,w•,..-...+n,«,+„+.r.MI+..I.pw.J'w�.ww+wnl�.w.,ro1,«,.• . w.+w.r►•wu.*.,�-...«•-was 1 y tFAr - CORNICE BUTTS INTO CORNICE BUTTS INTO / �� 3. �\l CONIC REL ,_ CONC SPANDREL I 1 10 CORNICE BUTTS IN'C ! 2 i 3 2 TYP T1'P'CAL. EIFS CORN G CORNICE BUTTS INTO CORNICE BUTTS INTO I LCAiTIIGE BUTTS INTO I to to CORNICE BUTTS INTO GONG SPANDREL CONIC SPANDREL CONG SPANDREL CONG SPANDREL GONG SPANDREL FLETCHER FARR�►YOTTE,P.C. - - PARA _-..--= _ .. --- ' - - --- ----. . — --- — _ ------ --- -- — --- --- — --- -- - --- — ------ -- _ _ wRCHITFLTURE PLANAIINU tNTf�3t14RS 708 S W. THIRD AVENUE i SUIT! 100 — —� P4ATlAND OAP.[.)t)N 17 USA A _ PHONE 003)222-1661 FAX.(503)222 1701 'J WWW FFADf:51GN COM - SPANDREL GLASS - YPICAL TY is - - 1O �o EDA ' SII.IGONE BUTT - JOINTS— A SILICONE BUTT L 61LIGONE BUTT THIRDLOOR C�"� -� - -- --- _--- --_- ---- JOINTS-- --..__ - - -- I ---- — JOINTS -- -- S1 DELI FARR --.. ,- _ r FF:� — -* -- ss -- e3S D, OREGON.__ ..�_ — ' --- ---- _. _ . 9 r 1 1 0& YP 4 TYR 3 T"P 1 TYP 0�, O - SILICONE BUTT - - -� SECOND FLOOR JOINTS V.7 - TYP REVEALS TY - -- JJi�gg -- - - - - - -- LOOR I IN -- - TYPICAL "`BR!CK -- HATCHING INDICAMS MBRICK THIN BRICK ---MATCH BOND PA TH'N BRZK CAS' SPANDREL GLASS EMBEDED IN CONC ESTABLISHED IN EYRIES NTO PANE` TILT-UP PANELS BELOW - TYPICAL EAST ELEVATION CORNICE BUTTS INTO PAINTED -- GONC SPANDREL 2 CONCRETE - CORNICE BUTTS INTO TYPICAL EIFS CORNIC CORNICE BUTTS INTO H.� CORNICE BUTTS INTO SYSTEM PIS � LONG SPANDREL- CONG SPANDREL-- CONC SPANDREL TYPICAL CONG SPANDREL CORNICE BUTTS TO PARAPET ------------ ROOF I T TY ie I ' -SILICONE BUTT i SILIGCJNE 11tt /51LICae BUTT ,�RD ILOOR - JOINTS _ - - --- JONTS--- -- -------._ 1JOINTS ---- 47 Southwest Center _ d' I 1 -- - - Office Building SECOND FLOOR 1 TY 19 - ' i -- _ - -- -- --- FIRST FLOOR 1 Issued for shell permit only j Final Plan cl cck 2/25,00 I 2 SOUTH ELEVATION SCALE: 1/8' • I'-m' PROJECT NUMBER: 00-39-99 11 14 DATE: 11/SONS A8d'� 13 14 A8.10 A8.1� USE CORNER UNITS A8.10 A8.10 USE CORNER UNITS � PANEL JOINT OUTSIDE FACE -- - AT PANEL EfX•:FS - AT PANEL EDGES - USE CORNER UNITS DRAWN: SHEA !4 14 AT PANES EDGES - USE CORNER UNITS 4 Irl -PANEL JOINT t. r FULL UNITS AS SHOWN FULL UN!TS AS S►aOUAd APPROVED: OF INCOMING FULL U'N115 �.� �HOI1A+1 5• �� PANEL JOINT A8.10 A8.10 -___- Z'-1 5/8' CURTAINWALL I'-11 Irl' STRETCHERS AT EDGE OF 1/Z - ADJACENT PANEL-CUT AS RE.Q'D. Z'-1 E/8' 2,-5 5/8 21-5 5/8' -- 4'-15/8' 3'-8 1/8' Pt�TDATE: ans1oo EDGE Or INGOr11!VG — i i - PANEI_ WITIJ _ _ - EDS OF - _ _ - -- EDGE OF AN m - -- - ---EDGE OF - _ --- ---- - E —---- EDGE OF WINDOW OPENING - _ - _- EDGE OF -- '- - - �- EDGE OF F L -- - Ll CID -- - -- -— r REVISIONS: FACE OF BRICK WINDOW { WINDOII' FACE OF BRICK ° WINDOW OPENING WINDOW OPENING T --- FACE OF BRICK RECESSED 1/2' a0 OPENING INSIDE FACE - c° OPENING RECESSED 1/2' °D --- FROM EDC OF PANEL- _ _ _ tp _ RECESSED I/2' OF PANEL � - FP_�M EDGE OF PANEL -- -- _. _ _ - - - - GU I NORMAN BRICK TO 9-5/8' - — ><__ _ __ _ - - FROIl EDGE OF PANEL' 4 CURTAINWALL �; ; ,4 4 _— - -- - — 1 �_ ----- - IF DISTRIBUTE NOR!'1AN BRICKS A8.I0 FRAMING A8.10 A8.10 IN BOND PATTERN AS SHOWN - EDGE OF PANEL TYP CHAMFERJ OUTSIDE FACE OF INCOMNCs PANEL TYP CHAMFER TYP CHAMFER - ZIPPER JOINT TYP ELEVAl10N DETAIL En"N DETAIL _ ELEVA11ON DETAIL ELEVA11ON DETAILLL JOINTS EL,EVAl10N DETAIL ELEVATION DETAIL 8 � 6 - 3 SCALE: I/1' • I'-m' SCALE: 1/2' ■ 1'-0' SCALE: 1/1' • 1'-0' SCALE: I/1' I'-0' - SCALE: 1/2' = 1'-& Exterior Elevations A3 10i 7632 SW Durham Rd -- — — SIT2000-00001.BUP2000 00016 _ - -- ---_---- 17 of 51 I -1anNaft- Ili I LE.;IBILITY STRIP O 2 ti g 7 H g n I 12 3 is Ig a g 20 21 22 23 24 25 26 27 128 29 30 1 C De::N Z1 " O1 IND, 1 JJ . los 1111h1111111111 111111!1111111111 .r ... .. - .. ... '.. �� -, -_... +nw.r.-,.ex......�.ear•nrwy..wry+w.r!ryn ,w.' '*' rw•�.-..4MwwyNnM'left•i'Wr' ""'*r+^q^`^.+,,awn°'*'^rw^wnr+w+,.,.aw . + M.rt.r,,,..,._,. .y ...^.....M4"anr.«..,n. . i�Y i L FLETCHER FARR AYOITE,P.C. ARCHTTEC-MRE PLANNING WrERIORS 708 S.W TH"W AVENUE / SUITE 200 PORTLAND. ORi")N 97204-2417 LI S-A PHONE(S03)M-1661 FAX (503)222-1701 WWW FADIMON(:1714 ARn FARR - 3 �QDALf I.AND. ORFGON ` OF ° I i I 1 I I 3.1 24 TYP CORNICE BUTTS INTO AB,'m CONC SPANDREL X PARAPET 7T I — I1 ,I 20 TYP -- 2o tYP - /SILICONEJOIBull ��..R - .. - TYPREVEALS _____ -.--_ _..__-_._ .-- -.------ -------- -_-. __ _ FLOOR ! _ 43.'0 SPEC;= CONCRETE PAINTED _ L OOR SYSTEM PI00 -TYP - HATCHING 1771 j v INDICATES j SPANDRELC:1.A89 , FLOOR :-- L1 21CLEAR - L_. � S '6 -- ---- 4' GALVANIZED DOLNSPOUT ANODIZED "18RIGK t�'N BR'CK PAINTED SYSTEM Plm? -TYP DOWNSPOUT �- EMBEDDED IN — APPLY DAMPRROFING FROM FINISH GRADE TO TILT-UP PANELS Top OF FTG - TYP AT NORTH I VEST ELEVATIONS Cl)_!LEST ELEVATION E: -m' �C;\� , Southwest Center 1-I _ Office Building TYPICAL EIFS CORNICE CORNICE BUTTS INTO 31 GONG SPANDREL PARAPET . ROOF Issued For shell permit only _ Final Plan Check 2/25/00 1 cn SILICOW. MM - - �-�—_ - - -- � � - - a� THIRD FLOOR JONTS---7 ---- - _ - — -- _ -- --- - - - --- TYP REVEALS --- -.__ - ---.- - ---- --- --- _ - - - - `9 PROJECT NUMBER: 00-19-99 Aa B d --- -- A3.i �.3.I DATE: 11130/99 - --- -- --- SECOND FLOOR DRn SHEA - - - _ -- -- - -- TYPICAL 'MBRICK' APPROVED: -- - - T- --=---. ___ -- - -- --- T TIO PANEL CAST - - PLOT DATE: 7./25/00 I S I ' REVISIONS: 1 ' FIRST FLOOR - - ----__------------- I APPLY DAMPRROFING FRLA**' FINISH GRADE TO TOP OF FTG - TYP AT NORTH WEST ELEVATIONS 2 NC)N�Th-I ELEVA,ION Exterior Elevations SCALE IB' = r• I . i A3020 ur SIT2009-00001.RUP2000-00016 16 of 54 CM ' IOmm LEGIBILITY STRIP O.l[m 1 2 3 4 5 6 7 6 6 ISO 11 112 1�3 114 1,6 17 16 1'9 210 21 12 23 214 25 26 217 28 ?o I'I'I'I'I' V I I I 41 1 q I I I f'I'''I'I ' IO HOW I IOZ CD � "[111�tlIlI I I I I 11111 owL�iJ a"i�J 1L1111�11�1J�1�1�111�11J LLI.1�1�11!.�11 1 11111Ui �1( j1�1�1�1�1U W,141W�1�u�1 1LLI LIl11J.�1 U- LUlll,�l.�Jll�J�.W L'I I•� ILLI. U1.1.11.11J.�.OZ .r. .. ., .. .. _ ,.., . u RMI 01.0, 11 poll _ w,+rh+wr.•. _ "� .Raa*veM.w..,w•.+....!M'm.+++r+w...+r�NM1M '^*•w+:,...wa w,....rq+v,..««..M•MM..+III►M►M . r.M+MT"n'egRilaMMA,MIMNrNM4M,YrMw+M1y.+rw.+m*...A,•.n.M,+w. . ,.CY GENERAL NOTES: - — - INU;:RTES I-HR RATING ..� FFAI I FLETCHER FA"AYOM,P.C. ARCHITEL-MRF PLANMNO INIY3U()RS 7013 S T URD AVENUE! / SUrrE 2OU PUR RAND, ORti00N W7204-2417 U S.A PHONE:(503)222-1661 FAX ( 11,>>222-i7Ul WWW FFAL)LW IN MM Dr=te DALE FARR �� PORT-AND, OREGON ° nkti rZOOFTOP UNIT ' OF ol$ 0 - - I ' 6UFPL Y 4 RETU AIR &4A lT � f 7 I i I --- 7 + I 2 BUILDING �SECTION Southwest Center 5 (o S� �g� �� Office Building , I ROOFTCP UNIT Pilli -- — __ Issucd for shcll permit only Final Plan check 2/25/00 j 4 TJW i AI 9NAF? STAIR ENCLOSURE ELE ATOM _ ------ — i - - -._- _ PROJECT NUMBER: 00-39-99 I I i t I i DATE: 9/27/99 --- ,R �4 �I - - - - �`\ DRAWN• -------_ -- ---� �,_- � APPROVED: PLOT DATE: 2125/00 I REVISIONS.-_-___------ --------- - I _I BUILDING SECTION I Bui](dirig sections 1 A3640�r 7632 SW Durham Rd. SIT2000.00001,BUP2000.00016 19 of 54 Cm " 11 10 11 i Yi- i(llltl' 2 1/ 2j1 " LEGIBILITY STRIP IOmo 3 a m.lcm � 10 I I 12 13 14 16 117 ISH 19 20 21 22 23 24 25 26 27 28 29 30 CD --..�.1�,1�L•�11�W.�J.i�,1�.Ir.I�l�.lil��I,W,ilL�1�l.>ulll!1�liI.�I.I.U.La1�W��I.IJ�1�1�.11Wa � ��I.�111�1 �tl=—z ,' I F' w:q�i11K .lNIIMdMr!.MMMMn!%1W.'A•• M•wr.MYl�IIR'"TfMM.� .w+.•w4FiF .VM' ..... ... ... _ Mr.wrvw•q,-, +T'1"wYVew•4(i!•.F^.+.ar-•.-,.fir........-..,......,-......w. MA . ..-........... , ..w... .. ..-.r. - , .1 ,I "I. I, f I 1 I 1 I FFA I FLEXTER FA"AYOM--, P.C. ARCHITE[,7I11RH FL-A"INO INTERIORS 708 S.W. THRID AVENUE / BUTTE 200 ! PORTLAND, ORBOON 972LW2417 U.S.A. PHONP-:(503)222-1661 FAX(503)222-1701 I WWWJ'FADM0N COM ALT r H PORTLAND, OREGON ' I J� T Or 01 I I I I I I I I I I I I I I I � I I I 3 A370 I I JL I I I -?------ f I ---- ----- LL 1 _ 1 NR RATED &&P GYP 11-IR RATED SUS4 AG T 5/8' TYPE x - -- 8D A86EMBLY PER I CLNG ASSEMBL PER /7' --- 1 NR RATED SUSP GYP —� _J GYP BD EA SIDE OF UL DESIGN P510 l»,- DESIGN P225 3-1/2' 20 GA 8"UD8 I BD ASSEMBLY PER J I 1 - --_ 1 1 UL DESIGN P510 ' 16' OG - I .-1R RATING FILL STUD CAVITIES I f f W/ ACOUSTIC BAT75 I I I ' I 1 I 1 ELEVATOR GUIDE RAIL- I I 1 MOUNTING BR4CKE78 I 1 1 BEYOND -------- __ + I 1 — 1 �, ------_=-- - — -- -- - --- --- —�— - _---- _. 1 Southwest Center Office Building t - --- - I (---- II - 1 Ii 1 NR RATED 8U8f CsYF Y _. I ' IHR RATED "P GYP 1 BD ASSEMBL f 16 n'P —— 1Z Ib rn' (UL DESIGN P51t2� 1 BD ASSEMBLY SIM A9.1m ( I UL DESIGN P51m YID A930 A9.10 f 1 ' A9.10 GA-31130 12MOOD P� L=i A930 I _ _- __-_-- 1 1 f I T86xI0 CpRTAINWALL I I 1 I I 1 1 Issued for shell permit only 1 I Final Plan Check 2%1.5/00 -79 -- I 10 __ f I ' � 1.9` GL R ANODIZED ALU f f — HANDRAIL IN SLUM A - 20 GA 3-1/2 STUDS Ib' OCL I _-_- --_..__ _ 1 510 -- - _ W/ 5/8 TYPE X GYP f f - BRACKETS 4930 I HR RATED SUSP GYP ,� f f I I ' ' PROJECT NUMBER: 0(?-39-99 .— BD ASSEMBLY SIM --- 1 _ 1 I UL DESIGN P510A9.I0 I 1 1 DATE: 10/6/99 VESTIBULE f DRAWN: --__- SHEA I / I WOOD PA - - A930 I I -- '----- I _ APPROVED: -- Q93rd PLOT DATE: 1125100 I I I I II 1 I I I I I I I Partial Sectic ms ELEVATOR LOBBY SECT! --0N BY SECTCION 2 1 A3s50 7632 SW Durham Rd SIT2000-00001,P-JP2000 00016 200f 54 CIT I ` IIII'IIillIIlliVI II II! � li «.awIlrI! LEGIBILITY STRIP o 7) Io II 12 1 4 Is -710-1 CM L9�III,I�IIII 2'i,... 2 2n,l il2i 3 d2 4 l..0. 25 26 27 26 2P 30 LI 11 OI 4 q 4 1r �MI+ .. M0N1 • IOL ' I ��1'I'I'I'1`Ia111t1i1i111�1!IaIt1i1�1i1�WtIaJULJJUL I oz C D ,. .. .,.. a...i.�.,p%%IMS- ...».,-v.....•..-.+T++`rlM+*n/1..�'Ro�MRIM nn �7RMy1p»!M�.nMnwn .rww+Rr11�IMAM1+watf.�•w�..�roMs�r *q"""w#wvw4wpsr" w .. w.tires•»rrn+w+.'..r *nlrw+.;wM.*.,..Iw+.Mlpr+MI.�V.w,l*ar.�l.�w.-,n...�!Ise^•,•.-,.».,�++w.w•w.►�rTwNtlgrM.s�m�+.•rr,�-�n.rlMrww..w�WIMI.II+w1ANfNMM'M41 "'•wwwhPh!M.q�+^rw+.- ».eeiwnrww+:n�R,«r++wlwf� T' r Y� WNERAL -NOTES: - — - INDICATES I-HR RATING i IFFA � I ROOFTOP HVAC UNIT - - ROOFTOP HVAC UNIT I, FLETCHER FARR AYOTTE,P.C. 1RCH1TEcTuRE PLANNLNO wrEBJORS 700 S.W. THIRD AVENUE / SUITE Zoo Ag!10 TYP PORTLAND, ORBOON 97204-2417 ).S-A. PHONE (303)222-1661 FAX(503)2U-1701 WWW FFADESIGN CAM C,L Ak «ppS/7� 3 SIM Cy ACJ.'0 y A9.�O PORP-AOREGON -3 -- __ -- IJA f 'OF 00 I L O'KEEFES 0523 PREFAB ALUMINUM SHIPS LADDER OR CUSTOM FABRICATED _--- _.-- - --- - -- STEEL SHIPS LADDER r \ r lN� A930 3 � 4T_7P A9.10 A930 A930 Q � OL A?30 -�- 5/8 TYPE X GYP EA 5/8 TYPE X GYP EA / SIDE OF 20 GA SIDE OF 20 GA -- 3-1/2' STUDS 16' OG 3-1/2' STUDS 16' OC A -.-c 8 TYP A930 I TYP ^� I r A930 - — Southwest Center Q vo Office Building A„30 I � I / Issued for shell permit only Final plan Check 2/25/00 L r- 5 \ 0 5/8' TYPE X GY 20 GA —5/8' TYPE X GYP ON 20 GA AIB OJF,CT NUMBER: 00-39-99 _ 6' JOISTS 16- O - TYP 6' JOISTS 16' OC - TYP _ r DATE: 10/19/99 AT BOTTOM OF 6HAMTS AT BOTTOM OF SHAFTS — / DRAWN: rhea APPROVED: I 8 ryF, PLOT DATE: 1!25/00 ---- --- \ REVISIONS-- ------------ a a - 3 TYP Partial Sections 1 A930 1 STAIR SECTION STAIR SEC11ON I x's V 1 In. 1. A3 A 60 , 1632 SW Durham Rd, SIT2000-00001,SUP2000.00016 21 of 54 ' t Cm LEGIBILITY STRIP O I 2 3 4 5 dj! B ! Ip I I 12 IIS 14 Ommcm I'8 17 I16 19 70 21 22 23 24 25 26 27 28 29 30 .i CD HOW 9 08 ..Z I I I O I 4✓•1. 11.u�1�1 Ud�.W.U'l111.LLlLL1�J.4.��LAJ.UU 44141.7.1�.1J.1L.LLLIJ, UI J�J.IlLLJ11Ll.111.111.�1.11 ..1.lLLlJ�L 41L��L1L171.ULLLld.L1 OM w ,,,;«,.., ..,... _,....,. ... ,.,•. ,..,,. .mow�,•- ._, .n.... ....,.. .. .. ., -. .,, .. m, .• ._ _..,.,,,K,, 4 Pl_Y BU ROOF R20 RIGID IN5UL EIFS CORNICE 4 5/8 GYP ON METAL BUTTS TO S�ANDRE- _ ^- - I DECK W/ I HR RATING 1 I A8.10 - ^ I ;n 9 E- / I T.O. REVEAL STEEL JOISTS I N I A8.10 I FLETCHER FARR AN'OTTE,P.C. ARCHITECTURE PLANNING INTERIORS I I :--.T.O. REVEAL _ �, — I 1011 SE .W. THLRD AVENUE / SUMS 200 -- -- --- - -- — -, 1 f_ I PORTLAND, ORIi00N 47204-2A1"/ U.S.A. — -� • _' I I I PHONE:(503)222.1661 PAX.(503)222-1701 1 �l W W W PPAU�.tiiON COM Q - FASTEN CURTAiNWALL I O PANEL m , EL EDGE i B 9 - - - - - -- - - T.O. REVEAL. ' T.O. REVEAL �l) Ak - F FAT � C�l _ _ _ T.O REVEAL DALE. F R /PORTLAND. OREGON ' _ INR 2ATE - - SUSPENDE CLNG A66EMBL T.O. REVEA- OF 0 lUL DESIGNP225J FOR KNELL PACKAGE INSTA L 4'x4' GRID, STACK TILE - --- 2x4-I/2 CSR ANODiZ 4 REMAING RID ON FLOOR WINDOI� SYS W/ DB!_ ;,t BLUE GREEN TINT 4 OR °3CTTER � r B B , I °' -�— e-!/2' C-ONCRE—E — - - -- T.0 REVEA,_ FASTEN CURTAINWALL TO SLAB EDGE � T.O. REVEAL "I-BR!CK BAND T COURSES 0 TIP B Ln - ---- --y — ---- C TYP 3/4' PANEL T5 CURTAIN 1_ - JOINT e 1� LATERAL SU ORT \\\ - - --: - SPANDREL GLASS SPANDREL GLASS B '_� T.O. REVEAL - ""t-BRICK BAND TOS 231-10, �p ;o ^,� :c 7 CO�JRSES TS8x8 LATERAL ;a SUPPORT FOR �._ _' I HR RATE CURTAINWALL -- — __ _ SUSPENDS CLNG A55EMB1_ (UL DESIGND216J FOR SHELL PACKAGE INSTAL L 4'x4' GRID. STACK -ILE 5'-,-I -- I 4 REMAINI GRID ON FLOOD 5'-1' TS8x3 LATERAL eo ICn SUPE"_T FOR `° on CURTANr iJALL '' v END OF REVEAL. A8.!0 ' a' i AND BRICK T I -1 / 9AND8 OS .-� -•— — / t.0. REVEAL \ L �— - -- M-BRICK BAND CURtAiTWALL � c --EDGE OF PANEL _ CURTAI FASTEN CURTAINWALL z 13 COURSES TYP MBRICK BANDS TO SLAB EDGE Q � j n 5-1/2' GONG SLAB iv GYP BD �_— --T--- LEDGE j �— _ -- - TPD SINGLE PL"!' ` TS CURTAIN L R1I FOIL FACED EMI-RIGID ----� - M-BRICK BAND Southwest Center " ALUCOBOND ROOF OVER GYP INS TYF' IN SHEL PACKAGE T GOUR5E5 PANEL -- SHEATHING ON LATER,QL 0U OR7 — SPANDREL GLASS B Office Building PANEL EMBEDS TOS 1} ® 1-1/2' STEEL DECK _ 4 TS AT GRIDS = --- -- -- 3.3 4 51 ONLY I � -� C r � ,p 116 GA BUILT UP DR LIN ►fin � i � � .n � � ►n _-..-------- -_ ___..__-- - DELETE THIS BRICK � 5/B TYPE X GYP PANELS W/ r- - BAND AT GRIDS BD CLNG ON Lt 2' FABRICATED 10 I HR RATED ,•,_ - SPANDREL GLASS 3B 4 5.2 ONLY SUSPENDED CL ASSEMBLY �I GA JOIST 16' OG RE*URN A� i /- 5-I/2' GURTAINWALL M-BRICK BAND Is�•.ued for shell permit only CLR ANOD17.ED FINISH - LUL DESIGN D21 J FOR SHELL PA :AGE INSTALL a 23 COURSES Final plan Check 2/25/00 W/ BLUE/GREEN LINT GLASS ' VEST LE \--TOS 1f0'-0 3/4' � u■.48, SHADE C:OEFF•.54 OR 4'x4' GRID. STAGK TILE � � A8.' N Imo Cn / 9 BETTER 4 REMAING GRID ON FLOOR Cq 2x4 NOM STOREFRO��T B .a 111«< ►n An SYSTEM CLEAR SEE DETAIL I THIS �;' I m ` SHEET FOR BAND ANODIZED W/ CLEAR A I 20 GA 3-1/2' STU S 16' OG W/ � r TS 4 REVEAL LOCATIONS SINGLE GLAZING— ��— TYR IN 8HERII FOIL GL P CKAGE I 1 t PROJECT NUMBER: W-39-99 T.O. REVEAL 1 - ___ 5111 A8.10 A8!0 _ V DATE: 9/17/99 2 EXTRUDED - N 2 EXTRUDED 38'0 POLYSTYRENE 9 , POLYSTYRENE a M DRAWN: --- ---- 11ha I \l \l PERIMETER '^ N PERIMETER '^ '^ INSULATION-TYP INSULATION-TYP N APPROVED: ] r TOP OF SLAB — - PLOT DATE: 9125/00 — ` — ` "U.0� 00 O O o ,o o -/o�O X f pfvy�_ REVISIONS. a 0 a O� o o O o O o o � �•�d✓�O - (LOd-�O �On�7'JT51 ci) J ^Poi,c�yyo o�p o� 'qqo.� c-n 'o oU o a o oU o oo CCii-'o. .0 31 o -- — 0�)O O o60 0�0 0v0 oV 0�0 0 �Q (�� 2' SAND OVE o�Qo q 0 Q0 , o .d- p�� ,d-! d' c . '` oV0 o`�O 000 o`/O au�C Z' SAND OVE o,J0�o aUo a`fQo ago SUB SLAB VAPOR 0 a o or. SUB SLAB VAPOR ' Po 0 0 ^ BARRIER? ON . BARRIER ON ; CRUSHED ROCK • . ' CRUSHED ROCK ^ ' SUB-GRADE ' . SUB-GRADE -- a ' e Wall & Canopy Sections Rl_' RN ELEVA110N CANOPY SECTION CUFiTAINWALL SECTION TYPICAL WALL SECTION A3e70 7632 SW Durham Rd. SI?2000-00001.OUP2000 00016 22 01 54 �� 1 LEGIBILITY STRIP o 2 3 d b 7 9 to 11 12 13 14 16 1'7 18 19 >0 21 22 23 24 25 26 27 -18 29 30 i Omm.i tm CDZI 1 I 01 q NONI 70 E 7AI —�I.111,�111��1111JJ1J,11JJ�1�.11 ULIIl�1J.WaLl1!1111111.1t111altltlWlll11L�1�Wa. 1111�I.I.f�1111JIJ�11 .1llllatlill ll�Jal!�l�ltltll�� i oz � •. ..p.MnMx>rr++m+�► MIIMNM9MM+rKw"++nM�rwwrw•..w..+..» ..•MMMMMIHIN,n'w'gM1e�w�++•w•q,++•!!.n+ww.�. .P'rw•q.+�++.,+nw+Mu!w�.+7..n+r...r.r..,w.r..•.•.Mph•�.n.«w.�w�w.q•sn,wr.im•�r-..•+.+.wnwa+M•a�arew�n•.+w...«.'^eM• r.iwwr��+- n«..n�.+.w.,..,..,..�.r..w....�•..vnv«, . MhlM�l,NtasTM+.•..�Y��MM'.MM-RY af4,n,'•M+�..aMM.'�+.wr..,.ti-+1!+�.uwMM'+�nY.�wYw�w.wew. •�.e•'M`.'•n..-w.vyTw.p,..»r._.Wrr �Y� IFTFA I I ' FLETCHER FARR AYOTTE,P.C. AkrHTMCTURf PLANNING LrY'fERIORS 7U6 S.W_ THIRD AVENUE SUITE 200 PORTLAND, OREGON 97204-2417 U S A --- - _-- -- PHONE 1507)222-1e61 FAX:(503)222A701 - %A W FFADLSIGN COM I I AR(,�i - ---- -. -- - C4 DALE FARR ----_.�_—_ - _. . _ -- • PORYLAND. OREGON 0 1 , - --- -- - - - � OF0 I I I PROVID DEFLECTION -. HEAD I I -- I HR RATED 9USO AC TILE I �1--_.— CL L '�• � I I I I IRATED WALL - INSTALL W/ 2JAYER5 1/2' TYPE X GYP AT --I HR RATED 5U5P LBY SIDE, 1 LATER 5/8' AT GYP BD CLNGOER SIDE. SEE ELEVATION FLAYOUT OF REVEALS AT LC155Y SIDE GYP ON 2C GA 3-1/2' STUDS 16' Or- TC CT SLAB ABOVE e o� -- SET FRAMING FLUSH W/ SLAB EDGE 50 GYP BD RUNS t'-145T AND COVERS SLAB EDGE SINGLE PLS'" TPC ---- -- ----- - __ _� --- _...: - ROOF - LA? UNCER ALUCOBOND PANEL t CURTAINWALL Southwest Center ALUC050NDALUC0115CND Office Building PANEL END PANEL i — 1 HS RATI'N;>,. ►� BEYOND SUS AC T I E 1 HR RATED WALL HUNG - - FROM BEAM ABOVE. BRACE - -- -- - — BACK TO SLAB W/ 20 GA STRUT 4' OC. INSTALL W/ 2 LAYERS 1/2' TYPE X GYP AT - LOBBY SIDE, I LAYER 5/8' AT -- -- OTHER SIDE. SEE ELEVATION -- - FOR LAYOUT OF REVEALS Al - -__ Issued for shell Pernit only I HR RATED 5USP AFinal Plan Check 25/O(1 GYP BD CLNG LOBBY SIDE GYP - ----f�� ALUC0BOND PANEL . ---_ _-� FABRICATED Wi — --- - ::; RETURNS _--- --- - PROJECT NUMBER: — —00.3999 2m -� -, DATE: 12161" i — — — — DRAWN: ——__— s6ta r APPROVF,D. PLOT DATE: 2'25100 REVISIONS: i Wall & Canopy Sections 2 LOBBY WALL SECTIONCANOPY �SECTION I/2'■I' � � I/2'=I' A39801 7632 SW Durham RA 3172000.00001,BUP2000-00016 ---- - ----. _ 23 of 54 1 C,n � - � .�.��; i "i'�:.. jl ii',"��I. I�� iii:l�._.....,�,..,,._.. .. I r LEGIBILITY STRIP 2 3 A 5Ii O III 112 113 14 118 17 IIB 19 20 2�1 22 23 24 25 28 27 28 29 ;n '30 CD - LI I I nl 7j I B 1 i is fIR (IENERAL NOTES: INDICATES I-NR RATING , FFA I FLETCHER FARR AYOTfE,P.C. ARCHTrEM URE PI-A NNINO INTERIORS 708 S.W THIRD AVENUE / SUITE 200 PORTLAND, ORIAJON 9T-04.2417 U.S.A. PHONE:(303)222-1661 FAX (503)222-1701 ' -FOLDING SHOWER SEAT 1 8x8 TILE BORDER c� EXTEND UNDER LAVATORY 2' DALE `"NR a I R COUNTERTOP AND, OREGON ' FD 1 114 Q OF, i` 1 AT WALL ADJ TO RESTROOM DOORS PROVIDE I '• v MIS 4 -1154' AT WALL ADJ TO RESTROOM DOORS BEST I 100 ADA' bx8 PLAQUE, SQ CORNER J i \, BEST 'I40W ADA bx8 PLAQUE; SQ / NO BLAZ)ER W/ RAISED INT SYMBOL ;-OR FD,l' ` FD i5 P 4 NO BORDER W/ RAISED INT SYMW T1EN' AND MESSAGE 'MEN' W/ SAME IN 'WOMEN' AND MESSAGE 'WOMEN' W/ S< C I BRAILLE - TYP ALL FLOORS. i -r / `-- AAN BRAILLE T�'PALL FLOORS. 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Irl' 9 I t, ' , r � � C '1'-4' 4'-b /8' - - - - - 4'•4 1/0' -- II'-3 3,4 - ---- -4-4 I/8 - ---- - - - iAGE OF GYP. 3'-10 5/8' FACE OF GYP. �_ LIJ d FA= OR GYP. - SPRINKLER - — --' - -- - -- - --- - - - 5RISER A930 A930 �, - FACE OF GYP 2 GROUND PLR STAIR 119 PLAN Southwest renter GLETNINSET GRANITE I Office But;ding 1 TI 0ORDER/BASE t BUILD! OBEY 7 ce I — ---CPTI INSET - - --19'-9 5/8'------- --- -- i Issued for shell permit only m r FACEGYP. ACE � GYP. i ` 41 Final Plan Check 2/25/00 -. Cq 4'-10 1/2' * ,3 -10 I/8' —GTI B — --- PROJECT NUMBER: 00.39-99 VEST! LE HATE: - 1on(s/99 H CONTINUOUS - _ 2' DRAIN LINE GURTAIrIWALL -1' DRAIN LINE --------- - - NANDRAI - �@ FROM CANOPY FROM CANOPY f :t -1 _ a, DRAWN: ehp - M 1 - ---IN STUD SPACE I IN BTUD SPACE --- — '� — APPROVED: VAIS W - -— —'-- _----— -- —— C 119 F II PLOT DATEi---' 11!23/99 5'-10 3/�--_ -_-- - - _ v ilk 1x4 NOM ST FRONT REVISIONS: T82x4e TYP - SYSTEM - GEAR I -- CANOPY AT DOOR FRAMES ANODIZED LU FRA o �\ OVERHEAD — 1 W/ CLEAR S E PANE I ---- -- ------- GLASS. IDE BRAKE 54APES-OR ERTRZIM - 1 COVERING 118 COLOINS 5 I A9.3@ A93@ Ground Floor C3 ?j_ ROUND PLR STAIR 117 PLAN LOBBY AND CORE FLANEnlarged Flans 1/4'r I' A4 ,, 10 ' 7632 SW Durham Rd. SIT2000 70001,BUP2000 00016 24 of 54 1 2 4 o I 2 3'ia •�wnlilllll �9 s 0 I 22 23 a 2's zs 7Inl,n link llnn�nli� 0LEGIBILITY STRIP omz ,t .Z1111� IW rL44L�LI1tiL�I�i7.1��1 L+La•6WI .♦ 4111Lw rNi4i.4� + MON! L1111111 Ill 11 OZ 1 -+ .. nxt*..•.n.r.+xstwaw++ -. 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ARCHMC'FIME PLANNING WIERIORS I 708 S.W THIRD AVENUE SUITE 200 POR'rLANI , OREGON 97204-2417 1;.5 A PHONE:15031 212 1661 FAX 15031 222 i 101 WWW FFADESIGN COM I I I I I -GTI 8x8 BORDER v ' BASE GALE FARR • PriRTLANo. 6REG(IN II'-4 1/2' 0 F If- Fz� 1/2a 1 �/ �. 1 " -1 " Q - ' �Q &A Lit J ELECT IGAL I - --� ..; �/;• L JANITOR 3 `♦� �- ---. - --- _,_.� o� 2( 133 MEN N © - --- • n ON • (;Tl B45E N 3'-4 I/2'#-4'-0'--# - 4'-6' - - -_-- i I NR WALL 7I - - - - - -- - - - - - - - - -- - - - - - - - — - - - - TO $LABABc Vt �IS FACEjOFG P. `* �- GPT3 FACE OFG P. i '`_________-_--- 1 ----- GTI BORDERIBASE 19, TREo0b 4 W-44 11 I I C T2IT 4S319 10 4930 1 `fl I I 1, I � --- I I 1' RISERS - --�. ELEVATORIOB,EY 5T_AIR YP I TIN • 11' Q� b_0' 5'-0 1/2' !IIT G • II' -- _ (� � - 13;5 YP - M Ills-- - IN sb 4930 FACE OF GYP. 21,0' C4,7 - I 5 FACE OF G` F, 4930 4930 Southwest Center 2 SECOND �FLR�ST�AIR�2*�P�L�IN Office Building BUILDING -OBBY I j I 3 / \ Issued for shell permit only Final Plan Check 2/25/00 - --- -- I VESTIBULE B OW I 11 11 2 1 1 '1 / I I I - - -- -- - - — ----.------ - — ---- PROJP(T NUMBER: 00-39-99 2 2'-0' I DATE: - ------- 1026/ri9 3b _II -- 2' DRAIN LINE I C. F:TAINWALL 2' DRAIN LINE - � FROM CANOPY , FROM CANOPY DRAWN:— ---- - shes (S SAI - I! T e II `,Ag30 IN BTUD SPACE IN STUD SPACE -- --- -_-- ---- - ---- -- . ---. -- -- APPROVED: PLOT DATE: 2'25/0k) 21-0' I -0' OVERFLOW I A'r ROOF RAIN FAB CRICKET FROM R07 DRAIN- OVERFLOW REVISIONS: T SCUPPER TAPERED INSULATION SGUF'PER -- - SLOPE TO DRAIN 25 g 1 CANOPY I ' I i Second Floor !ECqND FLR STAIR 217 PLAN BY AND CORE PLAN Enlarged Plans j 1/4A4020 '=I' I 7632 SW Durham Rd. 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ARCHITECTURE PE.ANNINO INTERIORS _r-- - - WALL-MOUN I ED LIGHT 708 S.W. TH11W AVENUE 7 SUETS; 200 —,-- I ---- A9J 0 I ® ' PH ►F' '-1,EWll N F AARR � � a1 U.S.A. 2 ONE:(!03)222- 661FX:(503)222-17012! I2SCONCE WwwFrAc8CNawA913 A9.Im ELEVATORTRANSOM 4A PANEL GORIDGR 201 I /WP P ®3 BEYOND BASEBe Ea DALE 41 ' PORTLAND, OREGON TOP G P CHMNEL 2 A3BOF 00 2 Il T ALS Z CORRIDOR 1°1 gI F1 3 - BL ! ' WP-P203 P�°° u9 LE ' BEYOND -- --- Ilb it 105 i , m4 WP P203to :7 �1 C2.301 i • i - GBI - GBI GBI GBI __WALK-OFF MATT --tial GBI GBI BI NORTH. oo `'-O'- ----_ 'b�-°' '-°' WEST. ELEVATOR L055r 106, 206, 306 A9.1m 1 BY ELE.',,ATION - FIRST AND SECOND FLOORS I GYP REVEALS 4 G5-P200 - _. ---T ELEVATOR LOBBY \ / Z°b BEYOND GB-P200— I I Z-i35-F-1200-- B-PZmm BLVB A9. CORRIDOR Z° ' I lm5 I I BEYOND ---�---t — ELEL VATOR LOBBY ZGLASS RAIL- G5, AILGDI C B1 A9.1(D ---- - - - ----- -_, ---- �_ GB-Pam ------ r r \`N, rrr III I I o —7 r 2 I ELEVATOR rE V- BY \ Q: Southwest Cent e r CORRIDOR I°� B y�- BEY DIREcToRYZWP.F203 BEYOND Office Building-EL At Y GBI 151 — GBI— GDI BI GBi SOUTH. b WEST. BLDG LOBBY 105 5 I C 5 ALIGN ALL WALL MOUNTED EQUIPMENT AS bHOUN Issued for shell permit only CONSULT ARCHITECT FOR Final Plan Check 2/25/00 LOCATION .;T ANY EOUPMENT NOT SHOWN PROJECT NUMBER: 00-39-99 ' GB-PZm?1— - —GB-E'2m0 DATE: 11/01% ----------- DRAWN: LCH APPROVED: - \ / T \\ / I PLOT DATE: --------7J25/00 CORRIDOR 301 CORRIDOR 3° REVISIONS:GB-PZ°° L-P200 IZ _BEYOND BEYOND K �[ GBI GBII BI GBI BI I ------- --- - _- ----- NORTH. EAST. SOUTH. WEST. LOBBY - 3062)-jAT��R •I — — - — - LGuby Elevations I A510L* 7632 SW Du•am Rd I SI72000.00001,BUP2000-00016 i-- - - 27 0l 54 CRI . LEGIBILITY STRIP L 2 3 a 5 6 7 g 10 I I 12 3 114 II6 17 I;IIIIIIIII is 19 20 21 22 23 24 215 26 27 28 IIIIIII29 IIIIIII3IIq_0 01 HONI CD � i f. A 1 I FFA ?II-E TO l' AFF TYP p GB-P2fDfrd _� F Ks-- -- CsD-P200 - - 05-12200 —_ P200 F- CaB-PAPS --- -- - GB-P2®0 GB-F'2®O MIRROR WWM1J I B2 GT3 -�I GT3 BI —� — - C;T3 GB-P200 G D P2O/,1 CT3 O E- --E A CT3 I - GT3 E� ' -,{ FLETCHER FARR AYOTfE,P.C. A-� r r -- - - 7 ARLHrfFL-rURE PLANNING INTPRIORS U1 i e — 9 706 S.W ML&D AWNUE i SUITE 200 --- - -- K*TIAND. ORWON 97204-24 1 7 U.S.A. , R1 tj PHONE ($03)22.2-1661 FAX(503)222-1701 W W W J'FADEWIN MU T �-GTI CTI GTI GTI -- - - CTI UJE51 . 50UT4�. EAST. - r�IORT�-I. FOLDING - SkAT (I) SHOWER CONTROLS 1r / 211 / 311 - MEN'S TOILET ROOM SEE SPEG SECTION 10WO FOR TOILET AGCt:SSORIES Q DALE FARR a LETTER DES16KATION5 ON THIS SHEET 1"1Alr-- LETTER "ar't.AH , CAEGON GE5IGNATION9 IN °PEC BtCT:CIN � C or, 0 0 SEE FINISH SCHEDULE FOR FIN184-4 D'=SIGNA"ONS 0 _ r- 6#5-P200 G5-P200 - MOO GB-P2 f� QiD-fr100 WAGS 05-P200 dl GT3GT3 GT3 - 52 P200 C GB-G5-G5-i!02002mGT3 O S I A- A A EAT f MIRROR / A EA CT3 CT3 D O �L - - r � N I -- Ar t _ - CTI I 5 U^I ITL I. '-T GTI FOLDING EACJ. T, GTI *lOR7 I. CTI CTI LU ./ TBEAT a I) �i t'� SHOWER CONTROLS— 2 112 / 212 / 3 Q2 - WOMEN'S TOILET ROOM Southwest Center Qftice Building X tl I Issued for shcll permit only Final Plan Check 2/25/00 PROJECT NUMBER: 00-39-99 DATE: 11102/99 DRAWN: LCH APPROVED: PLOT DATE: 12/23N9 REVISIONS: Toilet Room Elevations A5020i I 7632 SW Durham Rd SIT2000.00001,13UP2000-00016 28 of 54 Mi. III,' IIIIIIII II! 1111 IIIIIII,IIIII I�IIIIIIIIIIIIIIIIIIIIIIIIInII IuIIIIIiIII:II „LTi 1I II l i LEGIBILITY STRIP O 2 3 4 5 6 7 8 9 10 1 1 12 1'3 14 If3 7 is I9 2'0 'I 22 23 2a 2$ 29 27 28 2e 30 mm.l Cm '30 "-i�LadldLLLJ,�I 1I1II� �II,III IO�I� I1I'I IIIII1I1�'I I'1'III' I I'IIII1�IIIIII'II�I II'IIIfI,I'I1 III1II'II'I''III'II''IfI1IIII I,I1I1I'' I'I'I ��.0 , . l oa 44AJ1LULU LU W U U 1.1��i11u W11.41 UlIJ.I�W,U.�+�++ k +++ �M�FiLIW i11A4i�L + 4k14 �� dW�4�LN�iYi81.u1W 4iLiY6l 0a CD . AMtvwll+MY�MA�'T^"%^ 1 11 1 1, 11 0 0111MINAOMAM 00WA"W .. - _ . . . . 0180 01 MMh+1M"NlAM a7,+rM . a.rn . w Mw • a 2B (3 ' 30' - 31, ----- - 30' I i �- FLET HER FART.AYOTTE,P.C, - -- -� — ARC-WYECRIRE PL-kNNING IT-I-ERIORS 709 S.W. THIRD AVENUE I SUTI'B 200 PORTLAND, ORN.WN 97204-2417 U.S.A. PHONE:(303)222-1661 PAX.(303)222-1701 I W W W PYAl>F 91QN.ODId _ _ I I — --- - -- — --- - -- I DALE FARR a P EGON I T OF TY Aa.10 I 1 - - - -- - - - - = -=-T== - -- - - -- -- - - - -- - - - - --=-- = - - -- - -- -- — �� _ � I 31'-b' 31'-b' 31 -6' 30' ----- -- --- - - .-. - --- - - ---- -- - - _ --- - f- ----- -- -- ---- ---T -- ---� I _ I - - - - go - _ - ----- - -- - _ -- - - - - _ -- - __�_-- - -- - -- - - - - -- -�D FIS L! I I I ' 3 — — I — —+—-- -- --- Southwest Center - _ — 12 - - -- - - - - Office Building - - „ UD °ill ' u I -- - -- - 1 - -- --- -- • I I I i 0 4p In Ar Cl 7 ---- - - - _ Y �1EVATCR-IL055, Mr--Ii-0b I — - - -- -- - _- -- - --�--- - - Issued for shell permit only — � I I I I -- - --- - _ - -- ®I I g IIb - - -- - - - -- - T Final Plan Check 2/25/00 + •I I , I I 1 - , - - I --- ---- -- - ----- ----- III I I I I I IN -- 4p 8717 OVC> 4EAD r — - -- — — - - -- I PROJECT NUMBER: UO-39-99 BUILDING LOBBY - - - - - -- - - - DATE: 9/17/" -- , -- -- - --- — - — -- - --- DRAWN: SHEA min ., .. 4p I - - — - . . � . � -- --- -- ---- - - - — �---- — -- -- --- -- -- m APPROVED: I PLOT DATE: ——1125/00 • I _ I REVISIONS: ° I U4) I Q O O O o 1-HR RATED GLNG A96EMBLY (UL D216) 19' 20' Ground Floor Ref Ceiling flan GROUND FLOOR PLAN SCALE: iib = 1 -✓ A6 * 10 7632 SW Durham Rd. 1 SIT2CJ0-00001,BUP2000-00016 29 of S4 i C nllllillll111111111 IIII�IIII 'iillll�ll n� 1IIII�IIIl11r ^ 11111 IIIIIIIII Illl�lr��. �Inl IIS LEGIBILITY STRIP o 2 3 $ 10 11 12 1�3 1�4 IAF 117 IAB 1�9 20 PI 22 2�3 24 25 26 217 26 29 30 2 B) F FAr 120 �' ' 1 NONI 1 IOL C D .l�l�.1 1 1iL 1�1 1il�1J � 1tl� 1t ,1q �Wi1rL�I u a1�111 111111 l M1111111 Jill °a — w .......... rt .. • r"1•l�rR1l.""M . . "WIWW1Mh " • • , a. .. . -. -. .. .. ,. _ .. . .:. p rr�••�•:.,w»:w+,+. . n[t1Ye!". �cMr�/'rMMMM+I�MIeryMw•eMM•+'}+M,�A"�eNal�'t'lMMp1�•'+!'"R�!. ".I t, (— I 1� 2 2.5 3 FLETCHER FARR AYOTTE,P.C. ARCIUTF.LTURE PLANNING LNTERIORS _-- 708 S THIRD AVENUE / SUITE 2Ul 1 PORTLAND, OREGON M04-2411 U.S.A _ -- — - — — — PHONE (503)=-1661 FAX:(503)222-1701 9/WW FFApP.SKiN(YIM i - - - -- - - -- -- — - ,; �,D AR�� - --- — -- -- PORP-AND, DNEGON ' �- ,-- - ---ST ► -- — - — - -- \ OF ov � - — — - - — .-------=- ------ I I -------._— •our1; '—�2Ai--•128 I i � _-------- -i - 1 � -------'----- ------_-_ �� -----_----. •--C--.----;-`-�-u,_�n-'I I- - -------_ --I -- - -- -- - — --_-- —_---- �-i—------+---I----N-R RATErD�I�e - - II/ of LE 1II' if tic Southwest thwest C— — e- n te r: ffice Building A° ° Ab 0 OE-5 • O R ° STAIR Issued for shell permit only LEVAT&LOB13 Final Plan Check 2/25i00 2061 14 o ------------ 0 0 — PROJECT NIMAER439-9 DATE: 9117/99 ' ° u R BIL1 ° o DRAWN: SHEA ON APPROVED: ------- PLOT DATE` 2ns/oo REVISIONS: GLW., AOEML7 (llD21*) I9 201 2nd Floor Refected Ceiling PlanSECOND FLOOR F `AN SCALE: 1/FI A6 * 20 7632 SW Durham Rd. 9IT2000.00001,BU02000-00016 30 of 54 F FAr IF7 Cm ngill III [I1i W: . 4,T11: ,.EGIBILITY STRIP o 3 4 110 If 1z ,3 14 ;o 17 ,e Is 2 21 zz 213 24 25 98 27 28 als 3101omm.1cm 10 - C D I II OI NONI • 10 ;�Q: .. ... wr»+.rnr.+.nuw+.Ya... .«...r..,e.r+a+.......«,.+.w.r....•v.^ M..winfw.t.+...+o..+.w+eanw.r.,+a.+.ny,,.... ,.sv�nw•..»,rwe'gw�,+..wu. w...w«.wa+w.. e.•.w..ae+,�r,�. ..ayrr..+eM+r+ra'�.+.+.e�aaa.�..++�s�..+.+Marw+nV+. 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THIRD AV 04" i SUITE 200 PORTLAND, 011 BOON 97204-2417 11 S.A. -- ---- -- PHONE:(503)221 1 1 FAX:(503)222-1701 WWW YFADaIGN.Ol3M I I I PORTI.ANO, OREGON I 8 F STAIR -T - - - -- --- -- -- I I I _ I RDOF � W NATCF( �- Al II AFT - -- - —- - - - - - II T, -- - - -- - ---- - ---- —- --- —- -- ---- - - ---- �V I I I I II I 10 , OS nI 31'-b' 31'-b' 31'-b' 31'-b' 30' I� ---�- - -f- ------ - - — - - - — -- 20 , LZA I 1 II I I I -"Y— I - -- -- - - -- -- =_- =_ _ - ___— ____ _ i t -.'-. !rP`"^^""^"' • _._-_-_--_.._---_-__.-j-�--=-�- �-----9-_'-�—'-CrCr--�'- _-' -I-I—I�I_-—.-j__JIII II iIILEII;I..-.--I-l®—_••�+----_1—.8-II1r'A---S—9----,---.-1 1 E 0--'--CM--C-*-^------------.-.—.--_-A9-.—`9.j -A�.—i1jr--09—�---110-9—----'----9--�-—--i/--2-�'---�r_---�—-----�--l—---------I--1.--.-----;-rF---_-----m--11I'--'A•--III I�'lI,IjI` III 1-1�_A,�—-+-�-_--I,1-.--�-9I-,-I.t-=�BNa,O�1.I�W-O-t�I—J.�t—_W_.-I-I--.�—�--,-1-�-l,t_-q-u--J-.—l-.i-U.l_�-l--�J1l�.laa.LI�U'J.I.W11li.W�1�4T>��1�1.4I.�11�1�1��• . �J.�I.I.�Ii�►1�1I1L.�--L---�---J-l-�—-.-l-a_1---�-.I1j�-f�--.l_-�l—_�----ill-L-_—l—l--.l-—�-�1-.�1 l_�_-L-_J-�--- .--�--9—------`--�b-Ll�—--.W—1lWm—�•-�_--9m'-6'-_-'---1-A--3�1IIIIi 1+v—O�-®4N4I•,'m t-.\4+ ''--'•�-4SLB'P,- ' - LII 8T1IIi A IIIi'(1I,IIII'IIIii � sPB '.-m.�0—O•' - -9? ' .----b • I= __-- -- — I F_LE_T_CH.J�_hhER. l�FAA�LE°ll--_hR-- _—A-_AN Y-c -_O_ T_e` '�-l. -3E , P— ._C . ARCH TEL TORE PLANINO IN'rEPIORS 708 B.W. THD AVENUE :iUIE 200 PORTLAND, ORBOON 97704-2417 USA. PHONE:(503)22.2-1661 PAX:(503)222-1701 W WWFFADE80N COM PORTLAND, OREGON loI „F n +- TYP A1110A9 I O O- O za Ij —51-6 1 + Ail-of T ------------- ------------- %100 0 O O 4IN LIGHT FIXTURES, SPRINKLER 1� OPEN TO BOVE AD AND OTHER CEILIN M TED E IF1ENT AS O SULT AITECT FOR ALL CILG MOUNTED ITEMS NOT SHOW do 4' 11'-4' O -----G Al r--i---------. O ALIGN LIGHT FIXTURES, SRINKLER Southwest Center ' HEADS AND OTHER CEILING MOUNTED EQUIPMENT AS SHOWNOffice Building 6P LAOCTTECT FOR ALL SPp O LINMRDb A9EITEMS NO op A30 O SSENDED GYP p E GYP tI 00 Eq CLN - TYP CLN - TY OPEN TO ABOVE O O 4 Issued fro shell permit only O O Final Plan Check 2/25/00 ---------------- C7 [=jO � PROJECT NUMAR: 00-39-99 O O DATE: 10/26/9 DRAWN: shee APPROVED: PIAT DATE: 2/25/00 REVISIONS: ONiAI FLOOR REF CLNG PLAN 3 ALUCOBON� CANOPY A3.10 Partial Reflected Ceiling PlansGROUND FLOOR REF CLNG PLAN 7632 SW Durham Rd A6040 SIT2000-00001,SUP2000 00016 32 of 54 LEGIBILITY STRIP O 1 2 3 4 SB 7 11 112 Ila 114 is 17 Ie Is 20 21 22 23 24 25 26 27 2e 29 30 C D � 1ill�� 1�N1� /K� �I +BIW. I ....,,.,.., i _, �.,�...... .....,.-,,•.,•,..xr.a.w•v..,-,.. .:,.., •.-»r+w1,w=.r«aiewl.grlMllwr.11AM+Yi•11+.N+w ..., .., r r y r J IFFAI i i FLETCHER FARR AY011 E,P.C. ARCtM'E 7VRE PL.ANNINO INTERIORS 708 S.W. THIRD AVENIJE i SUITE 100 PORT-,AND, OREOON 47204-2417 ''J S A. PHONE:(503)222.1661 FAX:(503)22,.1701 W W W YEAAP.SIGN 000 I � PALE RR n POR D. OREGON OF 00 j I I I I I I, I I I 0&4T FiX R,bPRJNER NEAPS AND OT R CEIL:NG M T_ED EGAJI - T A5 S�4OIIJ�_I. CON LT ARCM C.T FOR ALL CEII.1NG MOUNTE() ITEMS NOT SHOT N. I. � I - Southwest Center TO _ I Office Building i a9.;m � _ I • -f---�- • O O O O • IF-- -- iLl ------1--- -f �I Al AQ m -{----- -- - - — -- e' O . ' �� Issued for shell permit only Final Plan Check 2/25/00 ��- - - zOJE:CT NUMBER: 00-39-99 I)4'TE: ---- -----------1026/99 —-- ---- --- ® 0 -�— DRAWN: ---- —� Rhea - --- -- - — APPROVED: SUSPENDS GYP l-- --- - -- 4'-4f O II'-4' GLWj -T PLOT DATE: 2125/00 I I , REVISIONS: J ----� -- - �'- ------- _- e1 -� 1 Partial R.eflectc.l THIRD FLOOR REF CLNG PLAN I Ceiling Plans I/4'■I' A6041 7832 SW OUrham Rd SIT2000-00001.13Up2000-00018 33 of 5A i IT LEGIBILITY STRIP O 2 3 y 5 B 7 B 9 10 l 1 12 13 14 16 17 113 Ig 20 21 22 23 24 25 26 27 28 29 I OR CD III �'6'I4'1I1'JI,I.�W��L�fiµ��U�b�I'(I.'I ILLIL1�''�IItJI6'LIL'�I,LI�1'U'II�i'IfIIWIII�'4ILIL'LIlI4I�JIa'lI)fdI13OINONI11111 S .: _. .. -. .. .. loomniMrirny�rw� ,� ....-.. , MIIA� M�Y�'s�r!��s•-vro-ore*.++. 7M pip 410 - I FINISH SCHEDULE DOOR AND HARDWARE SCHEDULE i F'LETCHER FARR AYOTTE,P.C. �70 M ROOM NAME - OOR - - BASE WALLS CEILING 200 NOTES -- y --♦ DF�AILS A NMNU [Ni'E7t)ORS 708 SW. TILIRD A. -Y--- -- --- _��— c -- — - W — --- PORTLAND, ORHOON97204-2417�U.S NORTH LIST SOUTH WE T I W ^ ce PHONE (503)222-L661 PAX:(303)222.1701 —__ T _ ', - T ^ T __. _ T — - ---__ a W Q WWW PiADE81(1NCOM MA F ti C„LOR MA CO. R MA . COLOR MAT FIN COLOR MAT FIN LCOL0R MA FIN COLOR W1T FIN COLOR OPENING SIZE i a -- - -r-- ---f- -- 100 LEASE SPACE -”- o I t u' �' < s v) o m Rr MARrCS '101_ LEASE SPACE - -- --•-. ----t--_ - - 1 - - - O x 0 L Q Z j., ? o o < x102 LEASE SPACE T - - r ---�-----r--- Y-----+ -- - - _ 4 _ _ _ N � a a,� '1 - -- -4A 6080 __ _ _ _0 _ F FA1r p'3 6 _ 1- 1 F S R SF E S��C 0840y r -,-- --- - ---�- .--- - GB P200 1 A d08_Q_- 1-3 4 SF FRS C_R F -}-- -+-- -. r----r--- ---}---- -+- 08Q 3 - SEE Sa_EC Q840C _ - - L105 BUISLDINGEL088Y GM1+GT2TCPT�-S E 44.10 'GT1 - QS _ �1-314m A - P204_S�CLR� WD _PZQ3__ _ ._ _ _ GT1 -- P200+P2�03 SEE_/5 1a P200+P 3 SEE 10 POO+P 03 SEE x...10 200+P 3 SEE 10 GB - P00 _ _ IQ5B 40�Q_ __- -1d A y�(p 0» ,�R, VSD P?43 20 T- ---- -- - .-- . --- - 106=, ELEVATOR LOBBY GTi+CPT1+CPT2- EE A4.10 GT1 GB P200 _ GB P200 IGS P200 P200+P 3 SEE 10�G8 P200 t 1 Q7A 3070 1-3f 4 A _ �Q • P�04_ CLLR- I�M�_ P203 y--_- ------- ----_•- -.------- -----•----- -r- -•-- --r-----�- '-- --�--_._-_y_-.-__- --- , 1 A 3070 'T�-_ P 4 •-- p --- ---- j x107 - - _t_—_ 1 1 Q4 -+ „r �-► , _ 0 y 20_ . _ + Wo �Q �4 -- C--, �-t0-8 - - - - -- --� -•---- ,- -- _ - ---�- -- -1- -+ - - 1 9A, 3070 -+- 4 -� --+-�-t P � -- --,--�, PD1_ 45 , -.--�- - - ---- --_ - --- - w---- - - -rt- --- -- - -.-, ---�--- 1 l 0h, 3070 __�I- 4"'_ H P 1 --- H - -- -- - - -LIDO_ - CD EL. 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CT�Z_ CMB_ CT3 CM8 CT3 _ !CMB CTJ CMB CT3 WRGB P00 11 @A; ¢Q�Q__-�-3 4 __ HILI- P�Q1 OAR ;__H� P241 r -�_ Flyeh fid.gt ;nact;ve I -- y---- _r--- -_ .---- 1-----r---- - ....... 1188. 70_- 1-J 4•r- H� 2Q $ r --- r-- -•- -• - 115 SHO_W_E_R_ CT2 CT2 CMB CT3 - MB CT3 _ GMB _ CT3 CMB CT3 WRGB P00 P 1 _ HIM P 1 4 r-`tt0 STAIR GT1 +GT2»CP , -SE 44.10 GT1 WP yP203 -�- GB P200 GB P200 -_ . GB _•P2O0 GB _ P200 t- A 3979 _ r- ' �_� HM- $ y '�� p 4� ?_ SEE S EC QA400 1HM« - -_ ---. �---- .. y----- --- -- 1 A' 17 STAIR C P103 GB P200 GB P200 -- G8 P00 GB P00-t--- GB P20 _ --. -- -- -- - • ----�--- r---- •----• .---- .- r -----� r C_._� 1�QD. -• 7Q ! 'I4, _. F y AIS_..-�-3-5. G4_R .- F--.MfR�.- - -• - �---� - --- - ,—__ 118 CORRIDOR _ _ _ _ _ 1 1 A 307Q__ _ 1- _- H P201 H,kl _P01 - 119 STAIR C P103 -� G8P200_ GB P200 'G9 P200 ---- GB-f�P- 0- ' - _. _; -_ 1 A 3070-_____•)-I,_1 2P P2-' _ PNS - - - t 3A - H� 121 FIRE SPRINKLER_ C •P103 RB,__t GB P00- GB_ tP200- _SGB �PQO SOB P200 - QAC-^_ r- - - - -- 2074 3070 -- �I-3 4"-_A �Ip ' p2Q4 R p17 --- I -- - •--- -•----•--- 1- _ - -- - --- -- -- -- --- X122_ •CONFERENCE CPT3 RB GB P200 GB P200 _ GBP200 GB PZ00 AC eq _ 4 -- -- - -- -- 123 DDC - _ .•C P103 RB GB P2110 GBGB P200 G8 P200 GB P00 AC 2'OA' 3070 `i-jZ4" aEQi ' H P22g -- -� - -�---' - -�-- -- - --_-- --•-- ---+-------r--.� - ...___. �. - --- ------__.._., ----�-- ------------1 Ort• -�--,- - - ----- A � --* ------- - - - -- ---,---�-----+- I -+ - - - -----,- - - 'AC - --- -- -�--- ----- 2' 'A, 3070 n- • p2Q4-` SA.ND •' P20 -- -- ------- -- QQ_ LEASE SPACE _ ---y--- -� --------- - - ---- T . - -+-----�---_ +-- -- - ---- ?'�A 3070 1- 4R ��y r P204 0 P 3_- -- - ------- --- - - 1 LEASE SPACE --- -- ^-- 21 JA, 3070 1_-J/4 _Hk P,2Q' P2Ql �-- 174 3070 `t- 4" H P 1 T---- ,-- - i - �� LEASE SPACE -.__"�- - -t----- _--__. --• -- -.--� .• @--• M 20 _ ._ Ham-. Pi-'__ - ----- ------ --r--- t-__- +---- r-- - ,-- -- 194 3070 - ._?-J/4 . �_ HM P201 �- , P F 9016 ELEVATOR LOBBY GTI+CPT I,+CPTZ EE 44,20 GTt GB _ PZ00 _�_ -_GB ___ __ P200 _-,GB _ _+P0�0 't-- P200+PtO3 SEE 45,10 P�QO - - �- - ---- - - - --- --- 10 ELECTRICAL - C ;Pt03- _ RB'-'-- GB .P00 -- - - Pa4 - -- - - --- - - - _ - -- _GB _ _ 'PZ00 GB P00 -�- GB P200 w _•- -- -- - -- - -- - 1211_ _ MEN CT1+CT2 CTI WRGBCTJ WRGB_-. CT3 WRGB CT3 WRGB CT3_ _ - -- ---- --- - ----- - *-- ----_ _ y-- P 3004. ;1070 i- 4 _ A- P CSR WD . P2A3- -- --�--- ---�-- - - - - - Q4 21 WOMEN +CT2 CT1 WRGB CT3 WRGB CT3 WRG8 CT3 WRGB_ CT3 - - - G_B tP - J1 � . __MQ_ M P201 -- Xt -- --- --- �»-- _ ___WRGB73 _.___--- � --.. -- �� .- -30-10 1-- 4 _ H P 1 ri 213 JANITOR -_ SF - �— COVE SF' --_- P200WRGB _ P Qp -^- - - v/RG-B �P2f10 WRGB __ P20C �-- AC- TT -' - ' 3114 3070..- �1- 4 A 1LVQPP�Q4._ N4 . W'Q P2Q3_- 20 - .._- ----- ------------ �210 STAIR_ CPT2 _ WP P20d GB P200 _ GB P200 GB P200 '-- G8 p ---y~ - 3� 1 3Q7Q 1-�4" A P 4 P --- 17 - - -� -__�__-_ - - --. _ --. -- 3114. 3010 ___ 1-3 4 - Q H �PO�'�!►_ND _ -P � STAIR _- +C ,P103 RS -' GB --P200 GB P200 •Gr] PCO GB P200 - - '-- . 241 __�-_ _-.-,_- + _ _ �_.- ,_-_--•�__ -_ _ 174 3070 1- 4 H P 1 _ N P 1 4 _ -t----� 3 . - - Q-. - M 20 -�_� - �Q-- ... 218. STAIR -_ _T._ C P103 RB - - 'GB -- P00 C8 PO �G_B �P00 �_--_ GB P2_0_0 - - -�- 317 3070 _ 1-3 -- B-- HM - P20i ---. -HM_. PPPP201 , 4$ _r - ��- NA♦ 3070 'i- 4 HM P2 HM P201. 45 300_ LEASE SPACE ---- - ---- F 301 LEASE SPACE - •------�--- -- -- -- - }-----�- - -- ---- ---- --- ---- -�--- t ---+- ---- -- - --. ---_ - _.._.�. X302 LEASE SPACE - --•----- --�-----+-- _- - _- --tom• •_---- _....�..__..—_.� _._ - - _- - --- -- - 306 ELEVATOR LOBBY GTi+CPTH±GPT - EE A4.30 GT1 GB �P2C0 SGB -�P00 GB P POO+P 3 SEE _ ,1� P20 _- 2Q :�' LABE • -'�• STOREMON' '0000 'FXW ",WSH SEE SY97M NUWM TRi3'PEC'�DG` _ 3,0 ELECTRICAL - C . P103 RB GB ._�P�QO GB POQ _ _GB P 0 GB !P �� -_ 45 45 VINUTE LABEL �1 'HOLLOW METAL SANG yTEVPMM GLAS _ -----_r _.B.—.--r—.--.._--.--...•- J11 MEN CTt+CT2 CTI WRGB CT1- WRGBT3 WRGB 'CT3 I WRGB T P - Al 'ALUWNUM 'WrL -METAL WD -'S0L1D LORE --- 312 *WOMEN CT1+CT2 CTi WROB ��- _ 'S CLR ' P "IT CLR CLEAR TEVP. 0 C:A S _- •-. - -- __--- _ _ +� -CT3 � WRGB CT3 _�--,-WRGB CT3 ,WRGB r CT _PZ 0 313 JANITOR _�___- COVE-SF -^ WRGB _ - P200 WRGB P200 WRGB P 00 WRGB P 371 STAIR C . P103 RB - GB -_ P00 GB P00 GB P200 GB 200 �_ 3 8 :STAIR - C ,P103 - RB GB P2_00___•____ GB P200 ..-r---- �- iP200 GB ;P200 -- - --- _ _ • _- LEGEND T --- - ---� FLOOR ,( BASF. MATERIALS HALL Ic CEILING TE PAINT F�iISH SE SPEC C CONCRETE �^ AC ~ACOUSTI TILED--- —�P100 - exterior I tax for CPT ^ARPET SECTION 096800 _ ;AS_ ALU STO EFRONT SECTION 5400 P101 - exterior Ik d fa tool CT CERAMIC TILE SECTION 093G,))j WP WOOD P ELING (SECTION 06200 P102 - exterior Ik d for alvanized, metal _- -- _ GT GRANITE TILE (SECTIpi 09J�`:,j iWRGB Wi'�R R SIST GYP BD P103 - sear fa concnt FM _FLOOR MAT (.SECTION 12486) � GB GYPSUM GUARD SECTION 0 200 -,,P200 - 'Interior Ir tax for sum b=ra �- GB GRANITE TILE SECTIO 09300 R8 ___RUEfffX__WjE (�ECTTQN 09650) t! GLASS R UTE P201 - Interior a d for eel DOOR � CMB CEMENT BACKER BOARD P2031 - ,tranepare�+t finish or woo_d+_ SF ,RESILIENT SHEET FLOORING_ (SE TION 09 50� +P2p4 - ,atoined f+ish for ooh- -- - _ ------ �:��- -—•- - a --- ---+ __. p0 COLORS _ CT1 - Northern Li9ht# 0x8 Rai�tforest CT2 - Northern Light! 8x8 Tundra -dT-3 American Oleoa 2x2 Sa in Io D1 G rdenia GTI- Granite Tile - 12x'2 It id 24 01 Absol to Block - -T L�1 -?EMPERED GT2- Granite rile-- 12x12 Irt id 41 26 Verds' duttarfly, � - -- CPT1- Harbinger b;j�u BJU-40 -Emeral - t ^ CPT2- Harbinger Mo' vs MJV- 04-Josh a -'-- ---- ---•- - -----•t- ----_. _ ._ -._ _ -- -- --_._ -----, Q RATED - - CPT - - _ CPT3- Alternate A: B I u CI barn CLF Su}folk _ -'-"-- 00 GLA°$ - ,CPT3- Alternate B_B I u_Tcin�TCN 34 - -'-""— -t-- - i i _, `" SEE SPEC '�- Center A -_ICI Low Luita► 8 tin Swie Coffee OY1'0447:- Southwest- - C -- ._-_-_ Office Building --•1-- - ' �rt .� r� A rr� e Issued for shell permit only Final Plan Chcck 2/25/00 PROJECT'NUMBER: 003999 DATE: 12123!'99 DRAWN: .na r --- i APPROVED: PLOT DATE: 2125/00 REVISIONS: Finish Schedule Door Schedule i t 1 0 A7 * hm Rd SIT2000-00001,SUP2000 00015 34 of 54 Cm l 1 n�nil Iiiijllii ! n�itll ilulunlllll�ln"I o i 2 3 a LEGIBILITY STRIP O E 3 4 ! I 7 e g 118 I'7 I'6 I'9 20 22 2'3 24 25 28 27 2e 29 30 om0 �m -�iL44LLiII 1 I �L1�U�1�-ll1U,U1W1..1 ' ti�Hi ay1oL v 1�1111.4-11!.�LILlu�l1�,L��l�l�l�.I�1�1.��111�.L�11111�1Lia1�.l�.a.�l�.t�l�JJ1ti�,W.l�l�J�4W.l�>t1J�J�l' Oz �_,•.': 1 .«.+•�.r++r .,e...,.. Mrtl�6MI�aMMR «+-,•q�F•+.+nrks••wrnyew All Mt' rMC.• ...y.r,n+.+a.ew,y glwir.v.+w•n+++�., aaa�r.wnr.MRMb+M�Mwm!r!ww•rw•..an,..w„e..n-+�+h,•-wwM•�*,+.M+rmrrr-«r,w.e,.........+•rw..,..+rwnrn.wr+w.,,...,. - -- - - WRAP BASE PLASHIWj CCINGRETE PANELS _ SL OVER TOP OF CURB STL. TUBE BRACE j - - V ------ COPING Ud. ANCHOR _0 ---EXTEND EIFS 6' DOWN INSIDE --- PAINT W/ SYSTEM P101 SEE SPEC; M-BRICK ° -- - SLOPE CLIPS A 5'-0' O/C. TYP - AGE OF PARAPET ry RECESSED OVER CONTINUOUS PT BLOCKING u' - -FABRICATE CORNICE OF sFAr MECHANICAL UNIT 11' FFF40M _ r 5' FABRICATE CE INSULATION i 7if SS. FLASHING - - SINGLE PLY FLASHING IN PANEL FACE '� v E- - - ANCHOFc BOLT =/ BONDING ADHE. �+/E. LAP OVER ROOFING PER MFR'S INSTRUCTIONS ;i E PAINT SYSTEM PI00 EIFS FIN5H GOAT Q 0 I -__ CONCRETE CURB I, ' 1I (------PAINT SYSTEM Pi00 - SINGLE-PLY Tf�O ROOF a Uj u_,J ___ _- - 22 GA GALV COUNTERFLASHING - CONCRETE SLAB - SEE STRUCTURAL -- I' INSULATION A "`r - - - - _ w ADWGS FOR REINFORCEMENT SLOPE BO RD j BASE FLASHING Q TO DRAT METAL DECKRI9 RIGID INSULATION 20 GA GA�v COUNTERFLASHING �_-- � PAINT W/ SYSTEM PI02 - SEE SPEC 1'-3' Z' " F- METAL DECK a BUILT-UP ROOF FLETCHER FARR AYOTTE,P.C. BASE FLASHINcs ARCHrrECPJRE PLANNING INTERIORS m ----- — 5/8' GYP BD LAID PERP TO m - 7W S W THIRD AVHNUlr surf zoo v -- - STL. ANGLE METAL DECK SUPPORT "1-BRICK - ;� v ~- --RI91 RIGID INSULATION PORN:(503ND, oR-1661 AX ( 03) a SA 170 - ---- RIGID INSULATION DECK FLUTES PHolve:cso3)2u-1661 VAX (503)22.2 nol - — — — V/%V FFADWGN(XJLI PAINT W/ SYSTEM P101 - BEE SPEC CORNER UNI SANDED SEALANT — - — 1 1/1' STL. DECK 4 BACKER ROD --- -a -- 2 --� - - ----- - - CHANNEL - SEE STRUCTURAL DWGS --_-- _. _-- - --- _- i PAINT W/ SYSTEM P101 - SEE SPEC 3/4' CHAMFER- 1 5/8' GYP BD LAID PERP TO DECK FLUTES VY, 4 �� -� CH. EQUIP. BASE _ CANOPY EDGE PANEL JOINT CORNER _ 50 PARAPET AT CURTAINWALL CORNICE AND PARAPET �� Rc a SCALE. 11/1' = I' 0' 07600060 �� SCALE: 1/1' = I'-0' SCALE: 3' = I'-0' 03300021 SCALE: I Irl'0 ASE F ' PORTLAND. OREGON ° -_ / SANDED SEALANT AND BACKER ROD --- -- - R!' BAT' NSULAT ON ON ��' 00 ROOF HATCH 4 MFR'S STD. CURB N -- INS- CLIP ANGLE BY CURTAINWALL M�,q� S6 P �F INSTALLER FASTEN EA. MULLION / 24 GA. FLASHING CONT. ------ --- EDGE OF CHANNEL BEYOND TO T5. CANT STRIP _SLOPE - SINGLE PLY TPO ROOF W/ TPO ;, �t--- - 3%R ! �DOD U SLEEVE OVER - EXTEND THIN BRICK ' • I SEALAN' BACKER ROD r INTO PANEL JOINT AS TO DRAIN FLASHING IN BONDING ADHESIVE C CHANNEL f"10_:)A6 - BUILT-UP ROOF EXTENDING 4' UP FACE OF WALL r REa'D TO MATCH --_ -_---_- , BRICK COURSING - -- lrl' REVEAL - 2' ROOF DRAIN AND DOWNSPOUT PATIERN . --- -- dPAINT EXPO'kD STEEL - - --- - - - X ELBOW DS AT b' ABOVE GRADE iJi V,,,- FINISH FI - GREY � AC %E i y or CYCLOOPS° 1110-13 - 'D STALL BICYCLE RACK BY 3'x3' PAINTED COLUMBIA CASCADE, 1915 S.W. FIFTH AVE. SYMBOL OF A:ZESS --DRIVEWAY SIDE I PORTLAND, OR 91201-5133 ---- — PH. 1-503-113-1115 AL. PAVIK�s -.-- 111X18 SIGN w/ I I INTERNAT IOIN AL -- �__ ^ SYMBOL OF ACCESS CENTER 4' TO 5' 0 ABOVE GRADE AT SEE PLAN FOR DIM CPC� OF T� THEHEAD -IE REQUIRED PARKING _ K 6PACE. SIGN SHALL BE - —— — ---- --= � _ AR THE WORDS 'STATE DISABLED -- --. PARKING PERMIT ipI � FLETCHERFAjtRAYOTTE,P.C. r 4- r _ PLAG I RECJUIRED.' NTFRIoRS U LANDSCAPE SIDE 708 S.W. THIRD AVENUE 'sSUITE 200U *- . ' . . , . , -t — PAINTED LJALKWAY PORTLAND, on8«ON 97204.2417 USw . . . . . . ..! _ I I Z -- COMPACTED FILL MONE (503)222-1661 FAX:(507)222-1701 ry +-Y W W W Ff ADIi i'I6N COM r-}--.-y -- f 1 1 F + 11' DIAM. X 14' DEEP I e \ Q 1 : 50 GROSS SLOPE MAX. b ` -- . ._�_ . . , _ _-_ . _ _- ,-r -_ . ♦- -- I 1 Q' � � � ADAAG APPROVED BASE .-. --• •-+ +-t- -� - ,-,-� Ccave. FTG. --- --.___ -1 DETECTABLE WARNING . SURFACE- 11' STRIP - . +..-y. . r- ' ,-.-♦--. t+-,-• �_-- -t---. , _•_f--,-_t . _-r.4 AT SIDEWALK_ AL EDGE BIKE RACK HANDICAP PARKING SIDEWALK SECTION FA1v + i . r-.-,. , ,-• -• _ r., , . . r---,-- Y--- ---,--Y _ r-,--.-: SCALE /4' 10' 02800016 C6 / c. + . -r ♦ .-. ♦--r-,-• r-r-♦'-. .-♦-r-._.- ._-i-., r--+-+-- 'Y- _ / Sri ALE 1/8 - 1' = ALE F R ��..--..✓// ' - -0' 0150000 SCALE: 3/4' I'-0' r�33000®1 -� PORruNn, oRtcoN G" J BLOCK -- - 6 GURH --- --- ------- FIN , OF Og 8' CONCRETE BROOM "p . . . . , , . .. . - .-. 4--. ,-•-. _ . 4'-0' b'-®' FIELD ARF�S OF - . , r _ - .r • , ---. , _ - - r- _ -_ 3/8' X 5' X CONT. STL. -- 1 : 11 SLOPE l MAX.) GONG. - - — PLATE. ANCHOR TO ALL RAMPS • ♦--r-r-. ♦ ♦-r--t-r• { r-r-r•r•-r-4-+- rr-•.t . G"1U WALI. STEEL TROWELED . Y -` _- ADAAG APPROVED JOINT, TI�2pt,�L -- -- 2 X b x li4' TUBE STL. DETECTABLE WARNING 3-1/2' EA SIDE OF DOOR FRAME. WELD D - -- SURFACE JOINT EDGES ♦ 5X6X1/4' STL. X. -- ___- - - - - - - - - - - - - - - - PLATES - b LOCATIONS SIDEWALK - 1500 F'S A R C l—! E n E LJ E �.� ! MAXIMUM GROSS- ENTRAINED C 1NG .,/ bxb Ii M 11 I --_- ---� --- - SLOPE OF SIDEWALKS AND CROSSWALKS 1 I ---- I I--------------=", - - _ is 1 : 50 BASE - b' 3/4'*0 NJS CRUSHED ROCK NOTE: 4- VA —t MAXIMUM SLOPE OF ANY SURFACE ATTACH RESAWN WOOD °'DING AND - — ADJACENI TO CURB CUT NOT TO ---- SUB GRADE WOCD TRIM TO WELD PL.-I E EXCEED ' . 10 ENLARGED ENTRY PLAN DOOR JAMB DETAIL CURB CUT SIDE:ALK T 16 OGLING SCALE 1/8' = 1'-0' SCALE: I I/1' = I'-fd' 04:00011 SCALE I/8' = I'-0' 02500001 SCALE: ' '.?' = 1 -0' J 03300006 _.-_ - ---------__ ---_-- "ANi5CAPlNG TOP SOIL BY gib. CONTR ----- b X b X 1!4' TS. POST -- --- CONCRETE PANEL EMBED MIN. 2'-O' IN 8' X 5' X B' WITHie- 6' - - ' R "OGLED EDGE • CONc.'�TE i'-e' a'_8' I .8' ADDRESS NUMBERS — GONG. CURS SET !N — 2 X b X 1/4' TUBE STL. EACH 51pE EPDXY w/ EXP DOOR FRAME. WELD _ - n'P REVEAL JOINTS • 20 -0' OC 5 X b X 1/4' STL. PL. SEE DET 20/A8.10 6 LOCATICNIS EA. LEAF :' I E— I' HIGH NL•JME3ER5 -_-- -----I STAINLESS STL I 0 -- AG 0AV NG - -'/2' GLASS C ON 3/4 CHAFFER ALL 1/1' CLASS B I 11 COMPACTED SOIL CEMENT BASE- -------• I _ --- SEE SODS ORE"' SECTION 5.9 -- - IB' X 9' X 8' GONG. I-111' IB GA GALV DECK WELDED TO -- FOOTING TUBE FRAME - PAINT P102 *_rALORAMB DETAIL: 3'•I'-O' 01800008 � SCALE 3/8' , I'-0' 02500009 � SCALE: I I/2' . I'-0' 03300003 Sou•-hwest Center — b x 6 x u4' TS. POST EMBED IN CONCRE,'E 1/2' FELT EXPAN51ON Office Building 13 MIN. 2'-0'. PROVIDE JOINT a 30'-0' OC 3 END CAP AT TOP OF MAX. SEE PLAN LOCATIONS.AL FOR 1-,- ----------- = - -_= -- - ---- - - --- -- SPIKE ONE SIDE w/ PO YPI� �------. _ � 20d G.I. NAILS a X --------•---- --------- .=---- J_t�1 t:H - 11 HARDWARE 24' OC ® x`x -1- • 1, 3 1 PR BUTTS LATCH �� •' ,. •, ,, . ., .,. , ' --�- GONG. WALK OR -,. CANE BOL -- PATIO CANE BOLI - J Issued for shel permit only LUJ LU I Final Plan Check 2/25/00 TUBE STEEL FRAME -- STL DECK INFILL. TYPICAL 2' SAND BASE EACH LEAF - -- 14' TRASH ENCLOSURE ELATION �E\ 1 SLAB EXPANSION JOINT PROJECT NUMBER: 00-39-99 - --- - SCALE 1 I!1' 1'-0' 03300002 DATE: 11/8/99 — — - - DRAWN: HASTINGS ( - APPROVED: —— ----- r,ONCRETE WALK - ___-- -- b' CONCRETE CURB---— PLOT DATE: 2125/00 74' CONCRETE SLAB — ----.____--___-- W/. THICKENEE3 EDGE '/ \�� LAND SG.1PE REVISIONS: 7 I � i \�\ AREA -- -- -- ----- - 1 6 X 6 X 114' TS. POST I / ZIN. ED IN CONCRETE I /// - I I 2'-0' TYPICAL I ''► �,• ---_---- ------ --- _ % SLOPE SIDEWALK a �\ AND CURB TO WITHIN 1/1' OF AG PAVING Site Details PR 4'-9' X 514- - L�PR 4'-9 5'-B' PR 4'-9' X 5'-8' L00 SCAPE ----`"' PROVIDE ADAAG AREA APPROVED 14 DETECTABLE WARNING SURFACE SI/ ENCLa;3URE PLAN ACCESSIBLE RAMP 15 --- __ A8930 , SCALE: I/4'=I'-0' 01800001 EiGALE: 3/B' n 1'-0' 02500008 7632 SW Durham Rd. ( -- ' i SIT2000-00001,BUP2000-00016 36- - --- _ of 54 Cm o Iililliliij LEQIBILITY STRIP o i 2 a z �3 I'a s e I9 z'o zl zz 23 24 z's 2e 2'7 ze 29 30 --.. _... IOmm.i tm CD71 I I QI I I NDNI = ton I I L1a1J1t1��.L1L.I�.1�.L�1,L1�.1J1ilL1.L1Lla.I�llUul!lililL.li1. :iltU,l�1j lal�.� L�,��llt•11111�J.11,W,�LI�I�Il�11�111Wa,LL,I �JJ.�lt�11 , z 'f _ ..._,... . . .---_ .. ...•!� Vii. .. •,w,N,e, R•uwon,,,n,.w...,„q„w,.n,ro,e,.,.:.. +«.+n-«----.•.•x.•r,....•..ewnr....,,«.».......• .w.r..n.-..,,.....,.«.•.. .-...._ .•.,,.,..s...,...,......,. ......:.. _._ . . .114 a WINDOW WALL. SUSPENDED CEILING W/. I � 5J8' TYPE X GYP Bp. j � , I F-- 3 I/2' METAL STUDS W/. 5/8' GWB. EACH SIDE --WlOx STEEL CCLUMN - INDOW SEG?ION j - - -- ----- 3/4' WOOD PANELLING HUNG ON _--------------..................------------- ALUMINUM PANEL CLIPS --------------------, 2 LAYERS I%1' GYP BD. - -- - 3 I/2' MTL- STUDS AT Ib' DG. - r I E-- ---- Ib GA BLOCKING FOR PANEL CLIPS } -- i TIE: INNER LAYER TO COL W/ W/ 518 TYPE X GYP kap. NEOPRENE GASKET � I I I I I I8 G 4 'WIRE 15' OC. GLUE 2nd FASTENED TO DECK ABOVE HATING w W/ PAFa 48'OG }-- j ! LAYI=R Wi LIe 20 GA Ix3 BRAKE SHAPES — 3/4' X 3 1/2' HARDW'D TRIM I j , COM�aOUND. SEE UBC � OVERLAPPED AND PAINTED TO SPECIES MATCHING PANELLING i I TABLE 1A ITEM I-7.1 L-__-_--- E- - FABRICATE LIGHT GOVT FROM MATCH WALL COLOR F FA, FLETCHER FARR A'OTTE,P.C. 14 r- � :u SUPSENDED CEILING SYSTEM --_- -- I/lb' X I/Ib' DEEP REVEAL I I - EXTEND GYP BD LAYERS - - COMPONENTS AND 5/8' GY1O Bp. E._ - METAL STUDS I j I b' ABOVE: GEIL!NG ,a S.W.ei E wve�+UeNNN0 SUM( �oo�o --- --- -- FASTEN TO STUDS OR 16 GA 118'x1/t3' - HARDWOOD DOOR FRAME I roarcwxn, onaooN 972042417 us.w W BLOCKING W/ 12 GA WIRE. WEAL AT PHONE:(503)222-1661 PAX:(503)222-1701 i - 1/8'x1/8' REVEAL AT - -- - GYPSUM WALL BOARD EA PANEL SMOKE GASKET 1 _-_ j A'WW FFAUNAI(3N C>7!/ EA EDGE OF EA a TRIM EDGE - ---- E-- - GALv CORNIER BEADS, TYP j PANEL -- � - --`/�—_ PROVIDE METAL CORNER BEADS AT ALL EXPOSED EDGES. WOOD DOOR--- --, CTYP WOOD PANEL JOINT 21 - _• LIGHT COVE SECTION TYP. WALL p MULLION LOBBY TENANT DOOR HEA&6 _ D TYPICAL COLUMN �g D Akc FULL. SCALE �� SCALE: 1 1/2' = 1'-0' r SCALE: 3' = 1''-0' SCALL 3' = I'- �� 3�,1 rb� �� 0 JAMB SIMILAR ,�-o, ,�R a i PORTLAND, OREGON 21 - ------- - I. HANGER WIRE 2 LAYERS 1/2' GYP BD. - SCREW OF 011�l" J 2. AC CLNG GRID _ Lb - NNER LAYER TO STUDS W/ % — -._-- -_- ---- 5/8' TYPE X GILL EA SIDE 3. WALL ANGLE CREW - DRYWALL SCREWS 24' OC. S F-' - - 3-1/2' STUDS .4T ib' 0/C OF 20 GA STUDS AT Ib' OC 4. 5/8' TYP X GYP BD -�� OUTER AYER ER 0 STUDS W/ '16 , - - -------.._ ____-----_---- 5/8' GWB TYP. 5. DRYWALL SUSP iRID DRYWAL---s -------`- � I ' 1 SCREWS 12' OC. ��_ b. CHANNEL MOLDING -� --- ------- 1. CORNIER BEAD ' 61 GYP BD GLNCa 8. ANGLE MOLDING - tS GOLUI`1N - SEE STRUCTURAL '3. DRYWALL CLIP ELEVATOR DOOR JAMB /' ;, 10. WOOD PANELS ! - I-5/B' 15 GA 57U::3I ------ - - - ------ - - FLUORESCENT FIXTURE • II. DRYWALL CLIPS 1 J PAINT INSIDE WHITE - E- EDGE OF SLAB AND SILL ' ' /41 3/4' X 3/4' PARABOLICBELOW • LOUVER ON ALUM. H--- -- GALv COWER BEADS, TYP -- EDGE ANY:LE WITH i� --O �---'�- � L_.. .. � ,- LIM1111111 Hui ACRYLIC 1. ERLAY - - DRYWALL REVEAL MOLDING - FR1' REGLET 9 t- EDGE OF SILL BELOW DRM-625-25 OR SIM - _ 0 MIRROR ,� \ Ir © UL DESIGN X528 TYP GYP BD REVEAL �� TS�COLUMN 022 - �OFFrT LIGHT ELEVATOR DOOR JAMB ART SOFFIT FULL SCALE �� SCALE: 1112' = 1'-0' 12 SCALE : 3' - 1'-0' 7 SCALE: 3/4' 1'-0' CARPET 4 REDUCER STRIP 4' RUBBER BASE BAS I?E TILE - SILL ASSEMBLY BY ELEVATOR MFGR • ! ` r_�_� 5/8' TYPE X GTP BD EA S DE - v E r -=- OF 3-I/2' 20 GA STUDS 16' OC -i--INSERT ANGLE 3 i I (UL DESIGN U425J - a0 Ga ��---- , C /8' GYP --------- 1 � � ,% ' 6 OC W/ 5 SILL ANCsLE 4 n 4 I , �- � 1 i — CONCRETE SLAB DEFLECTION HEAD TRACK ---------------------------- -____ - - -, I -----r- - STEEL DECKING j I 1 I. A G NG GRID R WIRE -5/8' TYPE X GTP BD EA SiDE �-- SILL LINE - - _ T -�_.n _ ,- _ -- -- - OF 3-I/2' 20 GA STUDS 16' OG j GRAM>E TILE I ( I - 1 3. WALL ANGLE G (UL DESIGN U425) j ELEVATOR SHAFT - 5— ! 4. 5/8' GYP BD i -----�--- I HR WALL W/ DEFLECTION HEAD 5. DRYWALL SUSPENSION GRID 1 F --- ----- - BEAM L_ 6. CHANNEL MOLDING i I t 1. CORNER BEAD 8. ANGLE MOLDING S. DRYWALL CLIP 1$ PILASTER ELEVATOR DOOR SILL TYP SOFFIT SHAFT AT SLAB SCALE: 11/2' = I'-0' SCALE SCALE : 3' - 1'-0' SCALE: 3/4' = 1'-0' Southwest Center TYPE X GWB EA BIDE Office Building OF 20 GA STUDS AT 16' OC nry v1 nrv-ti-vvzr MAIN REAM -CONSTRUCT BMETS --WALL BRACING j OVER LIGHT FIXTURES T OF AC GLNG TILE ELEVATOR DOOR HEAD j \ - E UL DES 1=225 / DETAILS AT 3RD - SUSPENDED ACOUSTIC T;LE CEILING FL GLNG, D216 I HR RATED PER Ul_ DESIGN 0216 TRANSOM PANEL MATCHING ELEv FOR IST 4 2ND DOORS BY ELEVATOR MFR FLR CLNGS • A 5/8' TYPE X GYP 5D EA SIDE OF � Issued for shell permit only CROSS BEAM --- 3-1/2' 20 GA STUDS 24' OG Final Plan Check 2/25/00 (UL DESIGN 0425) At IST 4 2ND r-LOORS -- / BONNETS NAY BE FO?Z IED FROM ACOUSTIC E- ELEVATOR DOOR BATTS - SEE UL CIES i�rl7v�r�rin.nrzr�r�r-� FLOOR SLAB D216 FOR DETAILS GROUND FLR ELEV DOOR HEA LIGHT FIXTURE TYPICAL CORRIDOR 14 D 9 PROTECTION 4 j PROJECT NUMBER. 00-39-99 IP SCALE SCALE: 3/4' = 1'-0' OS120003 114'=I' DATE: 11!0/99 SET MIRROR ACOP BAG0-" DRAWN: a6es LASH �------5/8' TYPE X GMB EA SIDE -� .---_ �. --- D DRYWALL / OF 20 GA STUDS At 16' OC MM ><1 V1' 10 GA COI'1PRE6MON APPROVED:j --- ----- BAGKSPLASH - 1/4' - y -- -----____ CUT FLANGE6 AND FOLD A9 6TI�lT t2'OG(MAX)EA WAY to DECK OR 6-Ab OF CLN To 6APLAT DATE: 2r,5100BEIOIW ECREW TO DECK AMA-:. W/1%6CliEA To DECK ADow oR 1 PAF'e TO GLAD ABOVE 20 GA 91IdD BR/CE -- CUT S1ltp FLANIGEB / ON WALL 4x 3/4 GRANITE BAC.KSPLASH V OC EA WAY FOLD UM ALONG TOP REVts[oxc BEYOND , MATGHINCs COUNTER- GLUE TO E-- 3/4' WOOD PANELLING HUNG ON bP'LAY IM �EIu G GRID.SCREW UJ/ ------ WALL PANEL CLIPS 3/4' GRANITE GOUNtE OR SLAD ABOVE ---4 /E—(4)12 GA ePLAY WIRE6 TO ABOVE BIM TO DET 1o/AWD 1_%9CREM BRACE ,�Q f DECK OR GLAD ABOVE � TO BRACE E 2 NTO GRID I - -I / AT EA COI'1PMOCN 6TRUT --- - ---------- ---- / CHAMFER LEADING EDGE 1/I/4'. -- 5/8' TYPE X 6118 EA SIDE OC EFC)XY TO SUPPORT E'WGLES 16 GA BLOCKING FOR PANEL OF 20 GA STUDS AT Ib, OC LL" CLIPS CLNC>t TILE 8' MIN te - 60REW OR RIVET OTle1T 3x4x1/4 ANGLE WELDED t0; IN WAE To I FILM GRID- INSULA D D IN TS3x- LL BEYOND. TO W/ � --- 3/8 STONE TILE BASE 9 GLUED TO WALL BOLTED TO SLABWELD BP 4 WELDED BASEPLATE BOLTPLACE FIELD CUT SIDE ELEVATOR DOOR MCL MEAD SCWW Top WNER To OG GRID `r .. -� �'�6rREw61'oC AT FLOOR L!NE \ - - 4-114x.3/4 GRANITE A ECCENTRIC TO TO 50 1 EDGE Interior Details ,� MATCHING COUNTER OF BASEPLATE IS FLUSH W/ 3/8' SCONE TILE TNINSET 1 SET 114' BACK FROM FACE OF TO -- ON ISTD PDXY LAB TO E LAVAT STONE !ASl= TYP EL7ATCfD09R HEAD CEILING� BRACEISMIC 2� ORY SECTION 20 SALE : 3, - I --- 1510INGc WALL_ SEISMIC BRACING SCALE: I' = I'-0' SCALE : 3 - I NO SCALE 5 3'=1 A9 . 10 --- 7632 SW Durham Rd 3172000.00001,BUP2000 00016 37 of 54 i t LEGIBILITY STRIP pmo• �m 2 ,., 3 4 5 7 1I . ,o 1 i 112 13 lia �~ I8 ill Ile is 20 21 2'2 213 24 -25 29 27 2e 29 30 t, CD --Zt� ' ILLI it ILIYI,ILI IW1.141Li..iWi i lulLk��L4{j�.+.V�.�' ��Mi�Mil�M�MriM' - �,«L4.uz OPINION t` BLUM 1130 La'OD ALUM. HANDRAIL �- 3/4' CLEAR TEMPERED FLOAT GLASS --1 1/1' DIA OD STEEL PIPE 1/2, U HANDRAIL - - 1 1/1PIPE HANDRAIL iFFAl • RETURN TO WALL AT y1/2' ENDS - PAINT C14 I I i{ STEEL STAIR SYSTEM SUPPORT IN WALL BEYOND BLUM 1143 CLASS RAIL SHOESEE DET 5CUT STRINGER TO MATCH LANDING FRAME - REPLACE ----STAIR TREAp FLANGE u/ 1/4' PLATE TO CLOSE EXPOSED TOP i FLEFCHER FARR AYOTTE,P.C. :t ---- --- _� WELD AND GRIND JCINT ® CAST HANDRAIL WALL 200 708 CH's �"MINo r',io s �\ ------ --- ---- SMOOTH -- --- PHI BRACKET W/. (3)OVAL HEAD ! P RTIAND, ORaooN en04-24n u:,.►. 4 X 4 ANGLE WELDED TO STAIR PHILIPS WD SCWu.6 - PAINT Ne:(503)222-1661 PAX,<<03)222 701 STRINGER ti I 1 1 WWW.FFADMGN.cn►1 NOTE: PROVIDE SOLID I -- ` I r4_NSIM _ _ BLOr-KING AT EA HANDRAIL - - 5/8' GYP. ON 3-1/1' STUDS - SUPPCRT LOCATION LA17IL RAED Ake i 6 STAIR SECTIO;J _ RAILING C�ETAIL _ �f� SCALE: I'= 1'-0' 0511001! SCHLc: 3'- I'-0' 05110018 - PORTLAND, OREGON - — — BLUM 1130 1.S'OD ALUM. HANDRAILOF �' io 3/4' CLEAR TEMPERED FLOAT GLASS — 11,1' DIA STEEL. PI HANDRAIL -- -- 5/8'x1 1/2'x3' HORIZ PLATE WELD TO 1 1/2' 1/2' x 3' x 1/8' ALUMINUM ANGLE 5 - / --- i —149a TREAD AND RISER OD PIPE HANDRAIL - ' CARPET -- - -- ----2'-0' - GRIND WELD SMOOTH 10 SEE PL 3/4' - - --- 1/4' PLATE CLOSURE AT ALL ---- FIELD WILD EXPOSED ENDS (TYP) WELD AND GRIND JOINT TO STRINGER SMOOTH I LL LANDING BLUM 1143 GLASS RAIL SHOE __�_ --------__.---{- -------_. 3/8' STIFF fQ AT POST, TYP MCI0x8.4 STEEL STRINGER CAST INTO SLAB I, �' -- 1/8' HAT CHANNEL ON SLAB EDGE - - 4 SIM ✓�------ --t-- - C1 LANDING STRINGER -- 5/8' GYP ON 3-1/1' STUDS _ SECTION ELEVATION 12 BALCONY RAIL STAIR SECTION HANDRAIL SECTION 7 SCALE: 3'■ I'-0' SCALE: I'■ 1'-0' 05110012 ` SCALE: 3'■ I'-0' 05'!10015 In' OD CLR ANODIZED ALUMINUM GUARDRAIL -- Mr10 x64 STT-'EL STRINGER /T'YP) BLUM ALUM, HANDRAIL END CAP _ 14 GA METAL RISER MOUNTED TO WALL. AND TREAD Fr BLUM ALUM. HANDRAIL END CAP --ANCHOR TO 4' %Z/ AND //��i%%/j%/ AND BLUM 1130 ALUM. HANDRAIL 2 In' FLOOr' A10 3/4 CLEAR TEMPERED FLOAT GLASS \ --- FLOOR LINE 1/2' x 2' x 1/8' ALl;1!NUM ANGLE ` n a , 5/8' GYP. ON 3-1/2' STUDS -- CONCRETE FLOOR 13 BALCONY RAIL ELEVATION STRINGER AT FLOOR SCALE. 3'■ I'_0' � -- SGALE: 3'■ I'-0' 051!0014 Southwest Center - ---- - -- _ --- TREAD BEYOND Office Building —_� ------ I MC10x8.4 STEEL STRINGER 1' -- ----- - --3/8' X 2 1/2' FB- SIDE 3 1/1' STRINGERS Ill/. 3/8' X 2 1/2' -— FLAT BAR SUPPORT 1/4' PLATE - FIELD W17LD --- - BRACKET AT LOCATIONS AND GRIND SMOOTH - -- INDICATED. ,1,,' -- 1R' RADIUS (TYP) r 9/4'0 RUNGS AT I'-0' O/C. � EXPANSION JOINT Issued for shell permit only Final Plan Check 2/25/00 E-- - C1 STEEL CHANNEL 9 - - -_--__-- - --- -----CONCRETE PAN FILL AT X 2 I!2' FLAT BAR TREAD (TYP) a FLOOR ANCHOR. n, n, m r - --- --14ga TREAD PAN DER DETAIL STRINGER AT `ANDING PROJECT u1JMBER: 00-39-99 )_tDDATE: Il 16/'99 : 3/4'■ 1'-0' 05110019 SCALE: 3'■ I'-0' 05110013 DRAWN: Rhea --- --- 5/8' TYPE X GWB EA SIDE F--- GYP BD PARTITION APPROVED: — - OF 2d GA STUDS AT Ifo' OG 11/8 I HR RATING ---- ---- PLOT DATH: 2125/00 3/4' THREADED ROD - -- -- 3/4' WOOD PANELLING HUNG ON - - TO STRUCTURE ABOVE REVISIONS: PANEL CLIPS - ---- --Q 3/16 PL 5/16 TO 1 - --- Ib GA BLOCKING FOR PANEL CL!PS 3/16 \MCIO ----- - - --FIRE STOP SEALANT AT ;n STEEL PENETRATION OF ------ "' I I SHAFT WALL -----_ --- STAIR STR114ER - =_' - -- 5/16' STEEL PLATE I I I MC10x8.4 STEEL STRINGER sA _ � ------ 3/4' ID PIPE CONT WELD TO 5/16 PStair & Rail Details'I y - I - - Cl BEYOND ------------) PANEL AT STAIR -- -- �DETAILDG FRAMING ' A . 3 10 SCALE 3' - I'-0' 5 LANDING SUPPORT DETAIL : - SCALE: 3'= I'-0' 05110016 76)2 s) Durham Rd � SIT2000-00001,BUP2000 00016 I 78 o1 54 CM . , LEGIBILITY STRIP Ommo.l cm 1 2 3 4 5 �i 9 110 11 112 113 11 4 16 117 1'e 1'9 210 21 22 213 24 25 26 217 2e 2'9 30 CD OB 1111 111 ZI I 1 01 FWJ1L41�1J 41 LL4hLLLW UJ LLU�tULJ�WIIWAL11Y1111 L4��6�414 LL4U W L4kA1W 1W W 1 ■ 'OL . �IIkIFt.. +awner».rwNq> ApMwten ,r�r+w .. .. .. .... .. .A,«+.« .nw..........:........ . ...... ..... t j STRUCTURAL NOTES GF.dE89L 1, These notes set minimum standards for construction. The Drawings govern FFA inspection is required of all drilled epoxy anchor installations. over the general notes to the extent shown. 11.AI1 drilled expansion anchors installed in concrete masonry to be "Kwik 2. Sub-Contractor snau verify all openings t and conditions of Drawings and In Bolt II" by Hilti, Inc. (I.C.8.0 #462/) Cost anchor bolts or other field. Coordinate locations al openings through floors, roofs and walls drilled expansion anchors may be substituted only with prior written with architectural, mechanical and electrical cies ors. Notify coedVLMK approval of Engineer, E xponsion bolts installed in masonry to be Consulting Engineers (VLMK) of any discrepancies or if actual conditions differinstalled in fully grouted cells, in an area which leaves a minimum 3 J. Sub-Contractor from those shown or noted. inch distance to any edge of the masonry unit and a minimum clearance or Contractor wall provide all necessary temporary support prior to 1-1/2 inches to the center of the cross web. Install all unchors per completion of vertical and lateral �:.atl systems. VLMK has not been P • retained to provide any ser,rices related to job site safety manufacturer's instructions, Provide embedment and spacing noted on precautions, or to review the means, methods, techniques, sequences, or Drawings. Special inspection is required of nn drilled expansion procedures for the contractor to perform work. Unless we ore anchor installations unless specifically noted otherwise on Drawings. specifically retained and compensated to do otherwise, our work is FLETCHER FARR AYOTTF. P.C. im;ted to the assign of wr"• described on our Drawings for this 12,"'l drilled epoxy anchors installed in concrete masonry to be "Hilti ►RCHITkCR1RY PLANNING INTLRIORS project. HY-150 Adhesive Anchor" by Hilti, Inc. (1.C.B.O. #5193). Other drilled . a. Where reference 's mode to A 'M, RISC, AC. or other stondortls the latest epoxy anchors are acceptable only with pilar written approval of 708 S.WTHIRD A%'F:NUE Surm. 200 Issue ShFPY ali apply, Engineer. Install all anchors per manufacturers instructions. Provide PUATLANp, ORECION 97204-241' LISA. 5. InspacCon and/or job supervision is not provided by VLMK. embedment and spacing noted on Drawings special inspection is required PHONE:(503)222.1061 FAX:(5031 222.1'01 6. All work shall be in strict compliance with the latest edition of the of all drilled epoxy anchor nstallulions• P'L('K'.FFADESIGN(-OM uniform AlJlding Coae (UBC) as amended by the State of Oregon and all ST JOIST other state and local building requirements that apply. 1 Steel lata shoo be designed, tabricaled and erected 7. Desigr criteria: W 9 per SJI Standard o. Basic roof live load 25 PSF Specification. b Floor live load 50 PSF 1. COrni an joists with standard cambers per above Standard Specification c Wind 80 MPH Exposure B unless noted on the drawings. d. Seismic :one J 3. Provide bridging as calved For by above specifications Do not use slotted holes ;n bolted connections unless approved by Engineer B. Mechanical equipment, any other and sprinkler piping larger than 2 4. Provide shop drawings and calculations that indicate joist sizes, Inches in diameter or any other items producing a hanger or support A load loading, member sizes, panel point locations, cambers, calculated deflections, of Over r pounds shall in hung d o system approved by AHK. Any bridging and any other information that may be pertinent to me ob. Sha Hanger or support producing p load ow 200 pounds shall have add�tionol Y P j p framing installed to transfer these lauds to the main structural beams drawings and calculations shall be stomped Ll an engineer (the product engineer) Of wall un-ess otherwise approvedregistered in the State of Oregon. 9. These Drownys nave been prepared solely for use ;I, the construction of 5. Provide Inspection report prepared by the product engineer certifying line SOUTHWEST CENTER OFFICE project located in TTgo.u, Oregon that the joists have been fabricated according to the eeslgn assumptions Possession of these Drawings does not grant j license t,, onstrwct or and requirements Report Is to accompany the joists on delivery to the fabricate the whole, or parts of th;s project in other locatwhs. project 6. Joist erector snail exe, se extreme care during erection of joists to SITE Wooli prevent the joists f- buckling laterally Jae spreader bars fur 1 Remove all organic material and topsoil from areas under the building or lifting joists and ; vltle lateral bracing as necessary Remove any „riderpaved areas. damaged joists from the job site. Do not attempt to reinforce damaged 2. F'II material to Consist of a granular material or conditioned site joists material. Place fill In lifts not to exceed 8 inches and compact to 95% 'EEL FL.O standard ASTM D-1557 under footings, under paved areas and under floor slobs 1. Steel floor deck to be verso or prior approved deck monufactuter with 3. Base material immediately under slab to be 4 inches of crushed rock per ICBG upptuval. For unsnorea corstrl. Ilan ,,ge minimum three spa, IOyt.p geotechnical specifications, unless otherµ-se noted on Drawings. Depth, guge and attachment to to as 4. See specifications for additional informat,On, ihown an Drawings. 2. MI welding to be it conformance 4v.th AWS D1 3 �OUNDATIUNS 1. Design soil pressure 3000 pass LL plus DL per Geotechnical Invest;gation STEEL ROOF DECe VLhIK Consulting EnginFr., prepared by Terra Associates, Inc doted October 1, 1999. 1. Steel roof deck to be Verco or pr or approved deck manufacturer w to 2. AI footings to bear on firm, und;sturbea soil or approved compacted !CBC approval with minimum three Spon Ipyyp unless otherwise noted o^ fu m'nimum 18 inches below final grade. Notify VLMK before proceeding Drawings. Depth, gage and attachment to be as shown on Drawings, 'f any un„suol conditions are encountered in the footing excavations. 2. All welding to be it conformance with AWI J 3. Do not excavate closer than 2:1 slope below footing excavations �fiJ L?.)-»»5� ` �' »k' '':t 4. Cleon an footing excavations or loose moterlal by hand. LISet1L►t11.19LBEARIf&_�T�_-WA" 5. Excavot-ons may be made under continuous footings for pipes. Bacrtf,n 1. Steel stun framing snau be metalled as Der ASTM C754 to De approved by Geotechnical Engineer. 2. Meta stud sill frocks are It; be attached to concrete floors with minimum 0.145 inch diameter x 1 mch penetrat on powder-dr.ven fasterers Spaced at 24 metres on center. 3. All light gauge steel 16 gouge and heaver shall be formed from steel of �� CONCRETE ASTM A853 Grose D with Fy 50 ks-. Light gouge steel 18 gouge one 1. Strength: Average 28 day concrete strength determned by job cost lob lighter small be formed from ASTM A653 Grade A with Fy = JJ ks' Deta,l and fabricate grit gouge steel 1 cures cyliri0er to be as indicated below plus increase pependinq on the 9 9 9 Per A151 standards. An light gouqe ' Plant's standard deviation as specified in ACI 318 provide mix steel sections ind;cotes to be per the Metol Stud Monufacturer'1, designs to Fnglneer for all concrete to be used. Clearly label all mIx Association specification, designs for proposed area of use. 4. Metal studs are to be 18 gauge "Cl!" sections with minimum section 2. Minimum mix requirements- properties as follows. x;= 2.026 m"4, Sx- 0.665 in"3 Studs to bear on full width of top and bottom track typical unless otherwise noted. Location Compressive Slump (a) Minimum Ad5 Golvanizea coatingto be G80 minimum, btrentH rnlxtures be 16 Inches on center, unless otherwise noted or, (Z3�♦I . g cement 6Stud spacing to bDrawings. ' n content (jos) (Inane') (tbs.) 7, Wall coverings to be attocneci per UBC Table 25-G or Table 15- H vl�{1r S. #8 gauge screws to be used to connect metal IfOming except as noted or, ,SPECIAL INSPECTION PROGRAM NOTES' Footirgs 3000 0-5 470 none the Drawings 1 DURATION REFERS TIME AND FREOUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED ABG 1E Grad vi �on 3500 2-4 517 WRA (b) Provide s`op�drawings for oil structural products de,,vered to the project, r C - CONTINUOUS INSPECTION IN WIHICH THE SPECIAL INSPECTOR 15 ON SITE AT ALL. TIMES OBSERVING THE Gide C.C. (d) Shop drawings of bidder designed items are to be or area by, and bear tot, WORK REQUIRING SPECIAL INSPECTION. (interior) P g g P P = PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY stomp of an Oregon licensed $hal e n (product from Such daw;ngi TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT Slt.tis on J500 '-4 51 t WRA shoo certify that the drawings have not deviated from the VLMK design in Grave AE (c) any way, or shall toll to the attention of VLMK that the product engr"eer DRAWINGS ANC SPECIFICATIONS. (exte►,or) hos deviated from the VLMK design drawings. Such deviation may be cause 2 THE INSPECTION AGENCIES ARE AS FOLLOWS for rejecting the shop drawings. Engineer wall mark up a maximum of three ENGINEER VLMK ENGINEERS Wail Panels 4000 2-4 564 WRA sets of shop drawings. If more than three sets are required, submit one GEOTECHNICAL ENGINEER TERRA ASSOCIATES, INC. and Columns PT20 (e) set of reproducible$ ($epics). Fall submittals will not be oecepted w tmout TESTING LAB. TO BE DETERMINED prior approval, An cugls shall be reviewed and stomped by Sub-Contractor Engineer, TESTING LAB SHALL PERFORM INSPECTIONS GF ALL PORTIONS OF WORK DESIGNATED IN THE ABOVE PROGRAM, Miscellaneous 3000 0-5 470 WRA prior to Submittal to EngineTHE SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED. APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY THE OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUBCONTRACTOR, PER U.B.C. SECTION 106 3 5. THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE DESCRIBED IN U.B C SECTIONS 1701.3 ANS ". o. Slump exceeding written limits small not be ser.Incorporated in the THE SPECIAL INSPECTOR SHALL BE A OIJALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE. TO THE project except d written Opprovol from Engineer. SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION b. AE = water reducing agent OR OPERATION REQUIRING SPECIAL INSP:CTION. c. AE = air entrainment d. up to 1-1/2X calcium chloride (C.C.) allowed during cold weather. 3 PRIOR TO THE BEGINNING OF CONSTRUCTION, THE ARCHITECT (OR ENGINEER) SHALL CALL A PRE-CONSTRUCTION e. Por:ees ar (heft. required for all concrete places below 40 MEETING WITH ARCHITECT. ENGINEER, BUILDING OFFICIAL. CONTRACTOR ANO SPECIAL INSPECTORS TO REVIEW THE degrees rarenheit. SPECIAL INSPECTION REQUIREMENTS THE STRUCTURAL OBSERVATION REQUIREMENTS SHALL ALSO BE DISCUSSED DURING THIS MEETING 1-1/ 3. lige Type I cement, per ASTM C-150 amass 2 approved. 4 DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE, BUT ARE NOT LIMITED TO 4, Aggregate to be per ASTM C33. Site to be 1-1/2 inch minus for all tilt - walls and slobs an grade. All other concrete may use 3/4 inch max. CODE REQUIRED SPECIAL INSPECTION AND MAT' <IALS TESTING PROGRAM S OINSPECT DWG A) ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, aggregate size. Do not use 3/4 :rich minus aggregate in slabs on grade, PROVIDED BY THE LOCAL JURISDICTION 5. Water reducing agent (ill snau be Polyheed R-1 or Duracem 55 applied FOU.XATIONS AND SOILS: COMMENTS DURATION INSPECTION AGENCY B) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS at 6 oz. per 100 pound, cement. Comply with ASTM C-494• AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE Grading and Subgrads Compaction Ref Project Specifications P Geotechnical SUB-CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING OFFICIAL 6. Air entrainment shall comply with ASTM C-260 and be 5X +/- 1% where __ _ _ _ required. Fontlna Fsct vatron and Compaction __ �4 P Geotechnical C) THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING Accelerators: Pottotec 20 nun-chloride for ;omponents exposed to weather -_---_ _ _ _ _ _ _ OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND (OTHER DESIGNATED PARTIES), IN A TIMELY MANNER, AS in the completed structure (wc�!,, exterior paving, etc.), calcium FootingForm work and Reinforcement -� - -- Testing -� ESTABLISHED AT THE PRE-CONSTRUCTION MEETING chloride ;n interior slobs on grade. Quantity (dosage) to be determined P Lob/Engineer D) THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL accelerators. r by Sub-Contractor and approval obtained from Engineer prior to the use of CONCRETE: INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED PERMIT SOUTHWEST EST DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. 1' 8. Place and cure all concrete per ACI codes and standards. Placement of Reinforcing Steel for Slab-on-Grade -- PTesting Lab/En,1 neer 5. DUTIES OF THE SUB-CONTRACTOR INCLUDE, BUT ARE NOT LIMITEC TO 9. Provide control joints in all interior slabs on grade at 25'-0" On center each way maximum unless i �__ --- CENTER otherwise shown on plans, Provide heav -- - -------- _; l�) " Y Placement of Reinforcing Steel for Elevated Floor Slobs Testing Lob/Engineer A) NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY r LS2 -PECTION AS EAT 4 HOURS BEFORE SUCH (3/4 inch) tooled joints at 5'-0 on center in du exterior walks unless -- - __.- a _ INSPECTION otherwise noted. Placement of Reinforcing Steel for Reinforced Wall Panels P Testing Lob/Engineer B) ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN AC::_-. ,LE AND EXPOSED UNTIL IT HAS BEEN OBSERVED IO.Sleeves, pipes or conduits of aluminum shall not be embedded in --- -- --- ------- ---- ------ AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFF CIAL. structural concrete unless effectively coated. Placing of Concrete for Reinforced Slob-on-Grade See Note 6, Item A C Testing Lob C) PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SIT'- REINFORCING Placing of Concrete for Elevated Floor-Slobs - W See Note 6, Item A _ ,C - Testing Lab _ D) MAINTAIN AT THE JOB SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. Placing of Concrete for Reinforced Wali Panels See Note S. Item A C Testing Lob 1.All reinforcing steel to be ASTM A615 Grade 60 unless otherwise rioted -- -- - ---- -. OTHER INSPECTION REQUIREMENTS: 2,AII reinforcing steel which Is to be welded to be ASTM A706 unless Prior to and During Concrete Placement for otherwise noted. Cast Anchor Bolts and Embedment Plates C Testing Lab 6. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO THOSE REQUIRED BY ,Fabricate and install reinforcing steel according to the "Manual of - -----• ---------- - --_..__- -_--_ __ -.�______ _...-_ - U B C SECTIONS 1701.5.1 AND 1701 5.5: Standard Practice for Detailing Reinforced Concrete Structures" ACI Drilled-in Adhesive Anchors. Rods and Dowels Shan A. CONCRETE INSPECTION AND TESTING REQUIREMENTS: Standard 315, be continuously inspected during installation per ICSO Evaluation Report C Testing Lab 4.PrOvide 2'-0" it 2'-0" corner bars to match horitontal reinforcing in _ _ __ 1) CONTINUOUS OBSERVATION OF SLAB ON GRADE AND TILT WALL PANEL CONCRETE PLACEMENT IS REQUIRED. poured-in-b!a.e walls and footings at all corners and Intersections. Drilled-in Expansion/Wedge Anchors In Concrete per ICBO Evaluation Report C Testing Lab 2) OBTAIN 4 TEST CYLINDERS FOR EACH 100 CUBIC YARDS PLACED (OR PORTION THEREOF IF LESS THAN 100 CUBICI 5.Splices in wall reinforcing shall be lapped 40 diameters (2'-0" minimum) ( U.O.N. Noted on Drawings ) __ _ YARDS ARE PLACED). BREAK 1 CYLINDER AT 7 DAYS AND 2 CYLINDERS AT 28 DAYS (!F THE FIRST 2B DAY Fina! Plan Check Set 2 25 OO and shall be staggered at least 4' at alternate bars. --- - -- CYLINDER BREAK IS LESS THAN REQUIRED STRENGTH. HOLD 2 CYLINDERS FOR 56 DAY BREAK) HOLD 4TH CYLINDER FOP 6,AII openings smaller than 30 inches x 30 inches that disrupt reinforcing Placement and Installation of Coupled Reinforcing Steel per ICBG Evaluation Report C Testing Lob 56 DAY BREAK. BREAK 4TH CYLINDER ONLY IF REQUIRED STRENGTH 15 N01 MET WITH 2 CYLINDERS AT 28 DAYS. shall have an amount of reinforcing equal to the amount disrupted placed f both sides f opening and extending 2-0" each side o1 opening.ollowing reinforcing around wolf openings larger than 30 3) VERIFY THAT THE APPROVED MIX DESIGNS ARE BEING DELIVERED TO THE SITE, BATCH TICKETS SHOULD BE CHECKED 7.Provide the f =Ti1llCTURAL WELDING AND HIGH-SYMOT14 tilMioil FOR ALL TRUCKS ENTERING THE SITE inenea x #5 inches, unless otherwise noted ;n Drawings: - - - - - B. DRILLED EXPANSION ANCHORS INSPECTION REQUIREMENTS ARE AS FOLLOWS. a. 2 5 over opening x opening width las 2'-0" each side. Single Pass Fillet Weida 5/16" and smaller # P 9 P 9 P P Testing Lob - b. 2 #5 undh side o} opening x full story Height. Fillet Welds larger than 5/18"er opening x opening width plus 2'-0" each side. a 2 #5 each - - ) --- - Testing Lab C- -- 1 VERIFY EXPANSION ANCHORS TO BE INSTALLED ARE PER THE DRAWINGS AND SPECIFICATIONS, T B.Provids 90 degree hook for bars at openings if required extension past -- - - 2) JOIST SEATS - CONTINUOUS INSPECTION OF INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE openingcannot be obtained. Metol Deck Welding and Welded Stud Installation P Testing Lob ON THE DRAWINGS. 9.Provide (2) #4 continuous bars at top and bottom and at discontinuous Welding of Structural Light Gouge Metol Stud Framing - 3) LEDGERS - PERIODIC INSPECTION REQUIRED. VERIFY INSTALLATION PROCEDURES ARE FOLLOWED AT BEGINNING ends of all walls, unless noted otherwise in Drawings. 9 9 9 g C Testing Lob 10.AI1 wall reinforcing to be placed in center of wall unless shown - -- - OF INSTALLATION, UPON COMPLETION OF ALL DRILLED ANCHOR BOLTS, THE SPECIAL. INSPECTOR SHALL TORQUE otherwise on the Drawings. Welding of Reinforcing Steel per U.B.C. 1701.5.5.3 C Testing Lob TEST 2571 OF BOLTS. ROJECT NIJMRF,R: 99177 11.Provide dowels from footings to match all vertical wall, pilaster, and Welding A706 Reinforcing Steel for Embed Plates calami. reinforcing (poured-tic place columna and woos). Bar Larger than #5 C Testing lab STRUCTURAL OBSERVATION NOTES' kTF: 2-23-UO ' 12,Alternate ends of bars 12 inches in structural slobs whenever passible. _ , 13.Provide (2) #5 is opening dimension plus 2'-0" each side around all edges ----` -of openings larger than 15 inches x 15 inches in structural slabs and Welding A706 Reinforcing Steel for Embed Plates I. Ti SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD A MINIMUM OF 24 HOURS IN -�-- - place (1) #4 x 4'-0" at 45 degrees to each corner. Bar #5 and Smaller P Testing Lab ADVANCE OF REQUIRED 03SERVATION(S) . APPROVAL BY THE MUNICIPAL INSPECTOR DOES NOT PRECLUDE DRAWN: ARM;BTI _____ _ _ OBSERVATION BY THE ENGINEER OF RECORD AND APPROVAL BY THE ENGINEER OF RECORD DOES NOT PRECLUDE 14.Sub-Contractor to provide design and additional reinforcing required for High Strength A325SC and A490SC Boit Installation TI;Z INSPECTION PROCESS BY THE MUNICIPAL INSPECTOR AND ANY OTHER CODE REQUIREMENTS FOR INSPECTION lifting tilt-walls. (Torque Verification) P Testing Lab APPROVED: TN 2 UPON COMPLETION OF WORK THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO OWNER AND BUILDING OFFICIAL 1. Detailing, fabrication Milli and0U5_S_in s HI h Str th A325N and A49ON Bolt Installation WITH WET STAMP AND SIGNr�TUrr ATTESTING TO THE VISUAL OBSERVATIONS MADE THE REPORT SHALL IDENTIFY 1. Det stru ianuand erection shall conform to the steel g g Verify all Bolts Installed to P Testing Lob ANY REPORTED DEFICIENCI[o WHICH HAVE NOT BEEN RESOLVED. PLOT DATE: 2-23.00 construction manual of AISC. "Snug Tight" condition 2. All steel W-sections to be A572, Gr. 50 typical unless otherwise noted. APPROVED FABRICATORS ItL�'ISIONS 3. All steel plate, angles, channels, to be A36 typical unless otherwise DEFERRED STRUCTURAL SUBMITTAL (BIDDER DESIGN): - 4. All structural tubing to be ASTM A500 Grade B, Fy = 46 ksi. All steel Certificate of Compliance must be Submitted to the pipe to be ASTM A501 (Fy = 36 kst) or ASTM A53, Type E or S, Grade B (Fy Architect or Engineer of Record, for all Off site Fabrication P Testing Lob Open - Web Steel Joists and Girders - - - --- - = 35 ksi). such jos Structural Steel. Open Web Steel Joists and Girders -- -- ------- 5. All welds to be made by certified welders to AWS standards with E70XX Glu-lams, and Pre-cast Concrete, Etceteras Fire Protection System electrodes. --- - _ 6. Unless noted otherwise, bolts to be A325N for steel to steel connections and A307 for anchor bolts and connections with wood. Provide standard - --- -- - plate washers under all bolt heads and nuts in contact with wood. - 7. All light gauge steel i6 gouge and heavier shall be formed from steel of OTHER INSPECTION REQUIREMENTS ASTM A653 Grade D with Fy = 50 ksi. Light gauge steel 18 gouge and lighter shall be formed from ASTM 653 Grade A with Fy = 33 ksi. Detail STRUCTURAL OBSERVATION and fabricate light gauge steel per AISI standards. _ -_ _ _ NOTE: B. Do not oversize drilled or punched holes with burning torch. FOOTING REINFORCEMENT P Engineer SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, 9. All drilled ex,pension anchors installed in concrete to be one of the - -- -- - --- -- - - AFTER REVIEW AND SUBJECT TO BEING IN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS, THE ENGINEER WILL RETURN - -- following: Red Head Ty Po Wedge Anchor" by ITW/Ramset (Ik Bol. WALL PANEL REINFORCEMENT___ _ P _ Engineer THE SUBMITTAL TO THF CONTRACTOR. THE CONTRACTOR SHALL THEN FORWARD THE SUBMITTAL TO THE BUILDING DEPARTMENT. r #1372); "Power Stud" by Powers Rawl (LC.B.O. #5225); or 'Kwik Bolt II° SUBSTANTIAL COMPLETION STRUCTURAL STEEL ERECTIOs' - THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED STI�IJC l Ul'.AL. by Hilti, Inc. (I.C.B.O. #4627). Other drilled expansion anchors are __- _ �P Engineer_ - BY THE BUILDING OFFICIAL. acceptable only with prior written approval of Engineer. Install all AT COMPLETION OF THE LATERAL FORCE RESISTING SYSTEM P Engineer NOTES AND anchors per manufacturer's instructions. Provide minimum embedment and spacing unless otherwise noted on Drawings. Special inspection is SPECIAL �NSPEC. required of all expansion anchor installations unless specifically noted otherwise on Drawings. 10.AII drilled epoxy anchors installed to concrete to be one of the following: "E con Ceramic 6 Epoxy Anchor" b ITW VLMK PLOT DATES: p / y /Ramset (L O #4 11/299 15:47.21 ARM #4285) or "ET-Epoxy lie Adhesive by Simpson Strong Tie ()CBO #4945) 12/1 99 10-39.23 ARM S0001 t Corp. Other drilled epoxy anchors are acceptable only with prior 12 11/99 14 10.49 ARM 7632 SW Uurham Rd written approval of Engineer. Install all anchors per manufacturer's 2/2000 14 1 2 ARM 5lt2000-0o IN urharn o-000ls - instructions. Provide embedment and spacing noted on Drawings. Special 2/22/2000 10:41.53 KAN 9177SOOt.dwg 2/24/2000 8:34.35 ARM 39 of 54 I1111I1, 11-4111111111111111 11111111 11111111l li �i LEGIBILITY STRiP O 4 5 10 11 I'2 13 14 I'e ly 18 19 20 21 22 23 24 25 26 217 213 29 30 • - - IOmm"I tin CD I I I OI Tf )'I'I'I I'' NDN) x IDS 1�11�L�l� l�1�J111UJ1�U��uLLu�ul � JI�11J Oa `0 011111" 1111 ..,.«..,,.,,n, ,!wfrttxtM-fethxr.allll y�.,41 30'-0' 17'- 30'-0" 15'-0" 26'-0" 26'-0" 15'-0" t C _.J 3 ] SILL & SPANDREL 20'-6" I 16'-6" S20 P — - ---- - �- -- " - A FOUNDATION PLAN LEGEND: r-- r --- --- -- --- ----- -- 7--- + - - , —� JiitiNQi _ ._._----- --_ -------- - ;1 .�) 1 a' -. 1 0" •-xx•' t'LETCHER FARR AYOTTE,P.C. F FAv �O.Ft -INDICATES DEPTH TO TOP OF FOOTING BELOW FINISH FLOOR. L- I --- J 9 0`S.W. THIRD AVE.UE(; ISl SUITRS E--- ---------- -1 3'-9 3/8" C. J. C J 04 -INDICATES CONCRETE WALL PORTLAND, OREGON 97204-2417 USA PHONE:(503)222-1661 FAX.(SO))222-1701 c. COLUMN AND FOOTING SCHEDULE O -INDICATES COLUMN AND FOOTING TYPE. SEE SCHEDULE AT THIS u'uu FF.+DESIGNcoM v' rT 1 n REINFORCING NOTUS ` X16 MK I"Oi_UMN EAS;( ('l FOOTING SHEET FOR SIZE AND REINFORCING I -INDICATES NIDE FLANGE COLUMN I ' ----- ' Wb x 51 1 I',Aft_ 6'-0" X 6'--0" X 16" DEEP (7) N5 t.ACH WAY AT BOTTOM _— i _._ _.._ rx� -INDICATES WALL PANEL NUMBER REFERENCE 5702 & 57.03 > 12 r SHEETS FOR ADDITIONAL INFORMATION --- ' , 2O W8 X 40 / 1" PLATE T-O" X 7'-0" X 20" DEEP (8) /IS EACH WAY AT BOTTOM ' I i 3O W10 X 49 / 1'iPLATP AT 7,-6w % 7'-6" X 20" DEEP (7) M6 EACH WAY AT BOTTOM P J. -INDICATES PANEL JOINT 520 r- -------- -- - - - -I W1q X 49 / 1 /8 PLATE 8'-0" 8'-0" X 20' DEEP (9) N6 EACH WAY AT BOTTOM C J. INDICATES CONTROL JOINT, SEE DETAIL C, J. 5O W10 X 54 / 1 1/8" PLATE 8'-6" X 8'-6 X 24" DEEP (9) #6 EACH WAY AT BOTTOM S===5 - INDICATES FOOTING STEP PER GE TAIL 520 a r © 410 X 54 1 1 4" PLATE 9'-0" X 9'-0" X 24" DEEP 10 - INDICATES LOCATION OF PANEL HOEDOWN ANCHORAGE �pp4 / / / ( ) /6 EACH WAY AT BOTTOM ^ TO FOOTING SEE 7/5201 AND AS NOTED ON PLAN TO F�TYP WIC) X 54 / 1 1/4" PLATE 9'-6" % 9'-6" X 24" DEEP (9) N7 EACH WAY AT BOTTOM ., ' -___ O ; ; c W10 X 68 / 1 1/4" PLATE 9'-6" X 9'-6" X 24" DEEP (9) X17 EACH WAY AT BOTTOM - -- 1 ) CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN OR NOTED WITH OTHER DESIGN 1? r--'""'� r , �� — DOCUMENTS (ARCHITECTURAL, ETC ) NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES 11 rr- ' _ _ _ . • ' ; I , ; I E N ' O9 WIC) x 60 / 1 3/8" PLATE 10'-0" X 10'-0" Y, 28" DEEP (9) #7 EACH WAY AT BOTTOM 2 ) CRANE SUPPORT REQUIREMENTS ARE TO BE VERIFIED BY CONTRACTOR PROVIDE THICKENED M r I' U 1 ci 16 10 WIO X 60 / 1 3/8" PLATE 10'-6" X 10'-6" X 28" DEEP (11) /7 EACH WAY AT BOTTOM SLAB Oft LOAD DISTRIBUTION PADS AS REQUIRED r. ''"'_-_ '-"'` ' __ _ ' 1 3 ) PER THE SOILS REPORT, UNDER SLAB VAPOR BARRIER AND/OR CAPILLARY BREAK 15 TO BE L-- ' - -- I J �.__.__ ____ ; 11 W10 X 68 ! 1 3/8" PLATE 10'-6' x 10'-6' x 28' DEEP (11) /7 EACH WAY AT BOTTOM PROVIDED AT OWNER'S DESCRETION. ' r ; ; 12 CONCRETE WALL 3'-0" X 24" DEEP X CONT (4)-#6 X CONT. TOP AND BOTTOM SEE DETAIL 11/:,201 FOR TIES WHERE REQ'D —. (2)-N4 x4'-0" BARS IN SLAB q AT INSIDE CORNERS - TYPICAL I 1' 13 CONCRETE WALL 3'-0" X 24" DEEP X CONT. (4)-N5 X CONT TOP AND BOTTOM SEE DETAIL 11/5201 FOR TIES WHERE REO'D BEND BARS AS REQUIRED WHERE ` -- 1 CC 1TROL JOINTS ARE PRESENT C 9' 10' 0'-8" 14 CONCRETE WALL 4'-6" x 30" DEEP X CONT (5)-N8 x CONT TOP AND BOTTOM SEE DETAIL 11/S201 FOR TIES WHERE REO'G i. ' 'u 15 CONCRETE WALL 4'-6" X 24" DEEP X CONT. (5)/-N7 X CUNT TOP AND BOTTOM SEE DETAIL 11/$201 FOR TIES WHERE REO'D I r --, I Q 5 Al 10" OC TRANSVERSE BOTTOM _ FMK �onsultina Irl I _ 6)- 5 X CONT TUP AND BOTTOM . o _ V CONCRETE WAIL 6'-0' X 24" DEEP X CONT SEE IiETAIL 1175201 FOR TIES VW,rRE REO'D ?'y?3 CONCRETL WALL 1'-6" X 12" (EEP X CONT, (2)-N5 % CONT. TOP AND BOTTOM ___—�— ^�^ ; ti, to L 44 19 18 TS 640/8 / 1" PLATE 5'-6" X 5'-6" X 16" DEEP (b)-N5 EACH WAY AT BOTTOM 4.',_ 110 ; 19 TS 560/4 / 3/4" PLATE 3'-6" x 3'-6" X 12" DEEP (3)-N4 EACH WAY AT BOTTOM I Yf C J. � r-- - ....... 0 0 © W8 X 31 / 1" PLATE 4'-E" X 4'-6" X 12" DEEP (5) N4 EACH WAY AT BOTTOM - — CONCRETE WALL 4'-6" x 4'-6" x 12" DEEP (5) 04 EACH WAY Al BOTTOM 1 / - t __ -- -- — - - —� - DESIGN SOIL PRESSURE 3,000 p s t DEAD LOAD ♦ LIVE LOAD 1 6._ -.1 1 SEE SOILS INVESTIGATION BY TERRA ASSOCIATES, INC DATED OCTOBER 1, 1999 C i.1 1 `�� I �1 1 - 4 ) j4-01 31'-6" 31'-6" --F-- 31'-6" _— —f— �V - - - -0" 15'-0" 26' J 24' 0" 2S' 0" 25' 0" 25' n 46 V : +- ' 12 13 14 I 15 1F 1 19 It 1 1 1 , I 0 TYP 520 .P �- r BLEW FOOTINGS 4 r I I r ---- ----� r----- J i_ .._� TYPI AL — -------- - VO I 5� — _- L_ --- ---- -��-- - -- ------- ------ --------P P--------' -- -----I-P J.-.•---'?--------- -- --------P-J--- -------- --------------D•J- -- ------ - ------ - - ---- - ----- - -- - -- -- -- ` - IIjT ; ; I 1 •1 V , I I 1 I 77. -- ------ - - --;,IM„- -- --------------• -------- -------- -- --------- •--- ------- --- ------ ------------ -------- - IM. 111111-»__ - - -------- - ------ ----------- L.-C, r_ C. J. -- - C• J, C. J. C, J. - C'J - -...- C. J. C.I J. C J C J W , jIG �, L----------� L----- ---- -- --J FO COLUMNiLY._—.— NO r z 6 - - i 116 a I POUR STRIP AS REOUIRED I I • U 12 r � SLOPE FLUOR .•_0 - SLAB TO DRAIN L4y---'I 1/2" MAXIMUM iI I r----------*1 r---- -----• 1 1 1 I 1 --- -------- - I I I I 1 •---------'� I 1 o �+ , � , I I I I - ; . � , - -- I , earn.•-•--•�+ 1 1 -- I -- I -.- --� "--- --'-. ___ ' . . .. _. - . � _---.. ___.. -�- - "- -- ---"—'-- - - 1� . _ ;—__ —__ —}— W' SOUTHWEST EST 1 ' I. 1 — ---- ----� 4 CENTER. 1 _ 1 I •----- ------. © - C © ..---- -----• ----- ---- - 119 11 / 10 10 O . 50 1 ` SLAB ELEVATION 144 L-r-J LOOP 1 SLOPE TO DRAIN 15 1 5 1/2' UNREINFORD CONCRE E �N 1/2" MAXIMUM C. J. COORDINATE W/ SLAPERBON CEOTECANICAL'SPECIFICATIONS CRUSHED RUCK 40 ARCH DRAWIN l , _.-__. - _-- x11•�■ _ ' C. J. 8 �...r•'.. .. _. p VI L-- IV I V PROVIDE ROD BRACING 1 �_� 5201, I I � I , I I I 40 BETWEEN COLUMNS AT '" --J `J *•-J L______J I j1 SUMP - VERIFY LOCATIONS SHOWN 1 C I N ' LOCATION WITH , 1 I O 1 N I'"11181 Plan Check Set Z 25�� N i ELEVATOR MANU .I I ' -0" 20'-6" 1 I r O 1 1 1}8004 I t C I I 1 ,• - -- - - \ � (2)- x4'-0" BARS IN SLAB + Oa AT IN7IDE CORNERS - TYPICAL iF ROLL CHANNELTO P� BEND BARS AS REQUIRED WHERE ACHIEVE fUR D EDGE ! CONTROL JOINTS ARE PRESENT, r `--- l i`-'-''1 C. J. I --1--•, I- }*II L 1 V _ --- ------ -- ---- - -- �}'WW}''�� -- ---- --- ---- 1 / I I I I �" ---•1--.. , I I C, J. - '� - L _ t 2 I I 1 1 I I O I I I 1 ( 1 I 1 I I 1 _--J I 1 " ' ' L-_------__J Uj , 1 ,Q - PROJEC'TNUMgER: ' I I I L_____-_ J I I bo L-----------I L----------- -- - - -- L_---- ---_-J uj b 17 �� l 4" 7'_5 j 5 ---I-- 10 I tYP. �g 1� rn 10 , Z DATE:L�: 2-23-00 I 1 -. CCZZ M r Has$ MI in N -i a — - -- 5201 ' _ - - FOOTING'-, `!n BLEND FOOTIN 5 (I 52G1 ' q BLEND FO a DRAVIrN ARM '8b I , - ----- -. ---- --- II M TYPICAL C. J. 1) v M TYP. TYPICAL L --- — ---------- ---------- I 1 APPROVED: TN 0 A — — _ r (� - " v 1 ,• _ 7 , o PLOT DATE: 2-25-00 U 1 `- J --------- POUR STRIP I - REVISIONS: AS REQUIREDCIO C. J. C. J. C_1J.___-- C. J. =——————— -- - - --- --- 1 711 r- -�� 21 211 r- --� C. J. r ---1 21 '.n- i I L- -- 1 r•----J I I L----- ----------- r ' I -- ---------- I 13'-9 3/e" ' C. J C. J. I r�l IL J 1 i L h C. J. C. J 0 L J O L J ' tom- I �__ C. J-I r 17 I a ------- ---- C- J--------- -------C J --- ---------- 11 ' 13'-9 3/8- 13'_9 _____________________ ___________________ ________r0 _ -J I�_ ' 1 r_ J L __b _ ___ ___ _______________ __--_____---_______ _b J L - _ _ _ _ L-- -- --- - --- ------- ---- - -J L------------------'----J L-- _ - ---1 L -I - --- ------------ -- - - --------------------- ---- - -- ----`---------------- --- ----`-- ------- -- ------- - --J -- P. J. 13— -�'� P. J.' 13 - I — T P. J. 13 — - r 1'-8" 3'-0" I -0 T.0 FT -�f I I TYP SILL do I 52-01 SILL do SILL do SPANDREL SPANDREL I �. � � SPANDREL ( SPANDREL r \ 41 39 37 36 34 32 31 _229 27� 2e 24 22 FOUNDATION 15�-0- / 26'-0" 26'-O" _\�/I 28'-0" I 26'-0"— _ 26'-0" \ -� 18'-0" "e _ 26'-0" _ —_ 26'-O" 15'-0" --- 15'-0" PLAN 30 9/1(7/99079:20.8 5 KAN 0/27/99 16'45 36 KAN 19'-U" 20'--0" 4 11/1/ 9 8:59.42 ARM L — — — 11/2/99 14-12.6 ARM 11/23/99 14:15.13 ARM 12/ 9 10:40.13 AR'd 12/23/99 9:25.7 ARM slool 1223/99 16:17.29 ARM 2,1/2000 8:46 57 ARM 7832 00 Durham 0- 1 2//2/',1000 9:51 36 ARM slT2000-c000t,euP2o0o-000te 2/22/2000 10:47_.46 KAN goof 54 9177S101dwg 2/24/2000 9 17 36 ARM LcuIB1LITY STf?IP O 2 3 4 5 E 9 10 12 113 14 8 7 18 19 20 21 22 23 24 25 2;i 27 26 tri 3 O mm.l tm C D -'��I:W.iIaA�I�MF..I 1M .411+MJ,Mi..F.YLI.L4l�.W .JJ.41LL1111Ji1.4„1.J.rJ�4iL.1.LA U,A +-..4LLM�J. A4-W�4A�.LLIJ.L4M•+11-Lll)111IA1.' W�glyII'I 'Ikr!M1+�. NJNI )0Z ,1�1�,�11.11 larliJ.�lI,1 ,�1�J„l�l�l z 2 • ••.. ..y" - t..... - - nrkN.r•M"rVNM wy,IM.krmntl+alW MM-1 Mi�IMMIn+.RI•r.e+F -"w11NwMIUFMlg14+Or r."+W1nr1*1w1•M/fWhMwIM1 /NMM*Tr..•�V•.••«•-.. w-ryV-+ M+•rlMi+• "wn•." M+�wl**r.Fr .. "'-�•�--• ... ,11rM11rMU1�Ildrr'I" ... -�x�F1IA1�M{1.MM�•llNln/+f 4-fM"w"rw".N•"'.MM.!••.. ..(YhIlY1�RMOM.,fAaB"T 1M-'.!rVY.fi Mwr .'r.rlrrrrdflr.rM1^+I';riMrsri-'M-a^� +rr1-•�•M+•.Mrl!_, ."•IM !1-r1r!41"11• ..wbM l 211 _ - -.. _ �..-._ _._ - _ -_-- -..__.-_.__-'._-_..._.-......_._._._ _.-. _ - 4444 -.r__-__—�._-y--_„ • e -3/4" 1/16" MAX SLOPE TOP AND BOTTOM NOTE IF WOOD FORM 15 USED FOR -_ fff AT W10 COLUMN •- 16"r16" PLATE KEY, KEEP W000 WET BEFORE CONCRETE POUR TO PREVENT GRID v v SWELLING AT W8 COLUMN - 14"r14" PLATE / BEARING PLATE - NTH ^/ STOREFRONT DOORWAY / (4) 1" DIA CAST ANCHOR BOLTS 15" MIN EMBEDMENT SEE ARCHITECTURAL :�I6 SEE SCHEDULE FOR PLATE I/8" RADIUS TOOLED EDGE �, � KEr LOCATE KEY AT MID �PRE CAST CONCRETE TILT-UP WALL --- _ THICKNESS \ Lrwar- r SLAB DEPTH WIDE FLANGE COLUMN PER FDN SCHEDULE j CONCRETE Tlll PANEL • SPLATTERS BY TIGHTLY WRAPPING I i N I II PROTECT COLUMN FROM CONCRETE v . _ PER PLAN \ f WITH 15 LB PAPER TRIM FLUSH j WITH SLAB. POUR JOINT. SIMILAR TO COLD w CCNTROL JOINT EXCEPT RUN SL�.B 1 1/2" TYP. BLOCK OUT SLAB FOR COLUMN. REINFORCING THROUGI� JOINT FILL A'TER COLUMN IS PLACED — ALL CONSTRUCTION JOINTS TO BE COLD CONTROL JOIN-: �� FLETCHER FARR Ati'UTTE, P.C. ? I SEE PLANS AND SPECIFICAnONS FOR TYPE AND ' = LOCATION OF JOINT COMPACTED SAND OR SHIM HEIGHT NOT AHCHITEC`Il1ftE PLANNIN<i IN I Lltl(11t5 GRAVEL BACKFILL DO TO EXCEED 3/4' • • :L z �•,1 � � q TOS S.W. THIRD A�'LNI;F, suln: 20(, t3/7 � 3 z • NOT FILL WITH CONCRETE PORnAND, ORF(A)N 97204-241" L S A COLD KEYED CONTROL JOINT �' �• �= �, . PHONE (303)222-1661 FAX (303)222-1-01 J� ,G WWW.FFADFSIGN CDM 1, c, � ,, 1" t NON SHRINK GROUT ti-OBA 1i2 I'-G _z _• ' SEE PANEL EFOR PANEL LEVATIONS 9;tltoLOo4 --- . COMPACTED BACKFILL �- D �Iil iAT EACH SIDE OF WALL. a 11 --GROUND FORMED � USE CRUSHED ROCK INSIDE 1 3/4 x -0" SMOOTH GREASED I' • i • • FOO'ING i DOWE_ AT 2'-U" ON CENTER SEE �,__- - - SHIM PANELS AT 8'-0' 0-C MAXIMUM ' CENTER N SL 18 P(AN.rT t' GR(MINUTUWITHINE24SHIMS HOURSEF SETTING .- -- - ( r _ •,iii/�'„ ° e j I • ADDITIONAL REINFORCING AND TIFS V v " J ' SEEFOR SCHEFOODULE SIZE OCCUR SOME CONDITIONS SEE AND REINFORCING FOOTING SCHEDULE ;; DOWELED JOINT INSTRUCTIONS • • • -1 HE CLEAR 1 ) GRIND ENDS OF SHEARED DOWEL TO REMOVE DEFORMITIt' . G -- NOT USED M H -SEE SCHEDULE FOR 2 ) CAREFULLY REALIGN BARS AFTER TROWELING SLAB ° FOOTING SIZE AND /� ,� TO INSURE BAR IS PERPENDICULAR TO JOINT 4 REINFORCING 2 V S11-804 Jw9 374 = t -O `- SEE SCHEDULE FOR FOOTING },MIZONTALLY AND VERTICALLY M -i SIZE AND REINFORCING 3 ) GREASE ONE END OF BAR SEE DETAIL 11/S201 2 _U'• 1" CLR # FOR TIES WHERE 4 ) ALL CONSTRUCTION JOINTS TO BE COLD CONTROL JOINTS 1" C R REQUIRED Y I SEE PLANS AND SPECIFICATIONS FOR TYPE AND (3) #4 r- 1 2 0 LOCATION OF JOINT SLAB AT WALL POUR JOINT COLUMN PER PLAN EMBED INTO COLUMN q DOORWAY AT STOREFRONT INTERIOR COLUMN AT FOOTING L �. PIER AT 6" 0 C T 51-�dw. FDN 09 1 = 1 - OLD DOWELED CONTROL JOINT r 20 / ,r4 r CONTINUOUS BACKER ROD. PLACE IMMEDIATELY BASE PLATE SEE �- FTER SAW Gut (SAME DAY) SCHEDULE SAWN JOINT 1/5 SLAB DEPTH �_- � / SAWING TO OCCUR AS EARN I VLM►( �_Onsultina ErlgirleFF; AS POSSIBLE WITHOUT SPALLING •, - CONCRETE DO NOT WAIT UNTIL THE . •�� - _.._'� , FOLLGNING DAY r �� c �:a 1"* NON SHRINK GROUT SEE PLAN VERIFY WITH ELEVATOR SUPPLIER , JOINT o�� LOCATE (3)- TIES AT TOP r-- , ° PIER 2'-0" r 2'-0' 3/4 r 6 r 0'-8' WITH c L4 r 4 r 3/0 W/ 3/4" GIA n . WITH (1) - VERTS (2) - 3/4" ■ 6" DRILLED ANCHORS AT 24' OC NELSON STUDS SEE ARCH FOR LOCATION ,, +� • WITH M3 TIES © AT 6' O C. SEE SEE PLAN FOR BEAM AT SIMILAR CONDITION i :J STOP REINFORCIN . 0'- CLEAR '-1" ` MAY USE (2)-1(16 BARS , TYPICAL CLEAR fd INT EACH FACE AT PANEL ,> :-r- AND (4)-#6 BARS n < • WET SAWN CONTROL JOINT 1F PANEL ELEVATIONSFIs��~ IR REINFORCING - —I2)_ ( ''I VDN-08. - COMPACTED SAND OR __ ___ /4 r 6' AT 24" 0 C ` GRAVEL BACKFILL 24. ----r ELEVATOR PIT SEE s 4 6" AT 24" G C ° a DETAIL FOR N /4 AT 12" 0 C HORIZ } --- ,)FFSET TO ALIGN WITH o VERTICAL REINFORCING FURTHER INFORMATION I W LR N4 r AT 12' O.C2\` C�� ( L •0 PANELS- r L6 X 3 3" 6" TO A706 • L 1 1/2"r1 1/2"■ 1/4" SEE PLAN _ ____�. BARS 7/,6 4' \\ CONT GALV EA SIDE ANC \ \, r 0ACHWA2 • `//\, x NELSON STUDS AT 24" 0 EA AT 12„ Q > \ L6X3X5/16XREO'DW/ • `� d (3) d6 A706 BARS, EACH FACE 4 ) i4 MATCHING ''KATION OF (3) I • ( /1' GRATING OUTER MOS BARS IN PANEL • • If / 4 \I pj0 ty REINFORCEMENT LAP 48" MINIMUM r , I • • 11 • - LENGTH TO MATCH ANGLE — • • �� N4 r 10" DOWEL SEE PLAN _ r DISTURBED ,. AT 12" O.0RTH / LATE3/4" X (PANEL THICKNESS + 4") "e X REO'0 W/ 6 A706 BARS W/ 90' ' -0" r 2'-0" — COMPACTED //tSTANDARD M 0 -SUMP PIT CRUSHED ROCK NG - I>ANEL THIL`KNESS + 1" - - F _REINORCING 1 ^ - SEE FOUNDATION PLAN M4 EACH WAY NOTE. VERIFY SUMP 0,* �y,0(��1L 1'-O" MINIMUMI FOR FOOTING SIZE AND 6" REQUIREMENTS WITH MECM 1 ) ,=DOTING SCHEDULE FOR FOOTING VERIFY WITH REINFORCING to r DRAWINGS AND LOCAL C?DE 1'-6" MIN REINFORCEMENT LOCATION OF LJ REQoiREMENTS 1'-0" ELEVATOR FOOTING SIZE AND REINFORCING 1U 2.) SEE 11 5201 FOR TIES AT PANEL r -,� ,1' a w p'0 AT FOUNDATION PLAN 5201 BASE CONNECTIONS CL ,•w � � C� FI TYPICAL STEP FOOTING `IZ0 1`N 1• ' ...1 -° PANEL BASE CONNECTION HOLDOWN 20 S61-12 dwg � , -0 � PIER AT ELEVATOR PIT 9 ELEVATOR PIT t ( `2r1 2pI-o'dwy 1 -0 �L0 S21-2 dw9 3,'4 -- - - VERTICAL PANEL �J 2" NOMINAL CAP BLOCK SOUTHWEST REINFORCING PER SED SIDE_ PANEL ELEVATION ------ TS COLUMN PER PLAN SPLIT FACE A..L EXPI) c ---- nE5 PER PANEL CONCRETE WALL ELEVATION PANELS -- "� _ S CENTER (2)- BASE PLATE NTH J* B !2)-5/8" DIA r8' 'J' BOLTS • •.� AT CONTRACTORS OPTn)N, BASE PLATES MAY BE EMBEDED #4 IN SONO BEAM ANGLE EMBED AND IN CURB WITH 'J' BOLTS y - 1- VERTICAL BARS 1 1/2" 1 1/2' PER 7/5201 . I A -� WELDED To PLATE 4" 4' _ _ LINE 0 PAN ------.---- FOUNDATION EMBED AND ' OTI \, PER 7/S201 BEYON / !2)-N4 BARS AT TOP ✓- - - - ap Of WALL I — PROVIDE -PANEL. HOLDOWN l" B" 50LID GROUTED C M.LI WALL oo� N4 TIES r PLAN FOR 7 ° ' �P T.S. COLUMN (2) M4 u CONT ��SPLIT FACE EACH SIDE PER DETAIL 1YP► AL / ,4 _ .. --- - -_ •-- SEE PANEL -- SPACE TO MATCH AT 12" O.C. C1 5222 • 46 -- 16 PER PLAN PANEL REINFORCEMENT AT PANEL HOLDOWN \\��y SPACING AS SHOWN LOCATIONS %// SEE 12/S201 ��// CONCRETE SLAB FOR BASE PLA 1E i Final Plan Check SCI (1O -/5 EPDXY DOWEL ATi5 FOOTING AND REINFORCING - - - - 24" O C WITH 3" _ I PER PLAN PROVIDE TYPICAL _ -+ PANEL JOINT 1 PER PLAN 5'-0" 90' FIDE PI SOF. TIES NOT REO'G - '' �� • EMBEDMENT ,�-NS VERTICAL AT 48" O C ,0'-U AT LOCATIONS WHERE 6 1,12"STEM WALL _ O PANEL BASE CONNECTION r OF REINF AT ENDS `---` PANEL HOL.DOWN IS AND CURB p ao I f 1 2. .0 �-- NOT PRESENT _ GI) S201-1 OA,dwg 1 = t -p" N4 AT 24" OC VERTICAL AND 12" 0 C. HORIZONTAL PDE TYPICAL LAP • 7 EAM • -- (2) N4 CONTINUOUS AT PERIMETER SPLICE , AT CENTER OF ` AT)48"IO CQMAXND B PROVIDE PANEL AS REQUIRED - (2)-N5 LONGITUDINAL BARS AL ��! \--CONCRETE NCRETER PLAN `'LAB CORNER BARS - TYPICAL c • • -J 6" r 4" r 1/4' r 0'-8" GALV. ANGLE WITH 3/4' DIA PARABOLTS ' K71 '1N\ TIES AT BASE CONNECTION 1 ? ENTRY FOUNDATION AND CURB 3 ENTRY POST AT SLAB 1 #5 VERTICAL AT 48" O C PROJECT NUMBER: 9917' 24" < S201--11 dwg 1/8' - 1'-0" _ 1' t�" ",/-� S201-13dwg t" t'-0" � DACE: 2-25-011 120 9 S20,-12 dwq 1' - LV 4 4" � _ - ---- � #4 AT 16" ON CENTER EACH WAY ------- • - DRAWN: ARM 13D — - -Tf s --- - __-_ 1/2" CONCRETE TILT-UP PANEL z APPROVED: TN m • 0 e`$ �` PIAT DATE: 2.25.00 REVISIONS: I • `." CONCRETE SLAB WITH #4 AT 24' ON CENTER EACH WAY (2) N4 CONTINUOUS • E.1 DOWEL >< - AT 12" O.C. 0'-4" CONCRETE FOOTING c 0' - 14 CMU WALL - GARBAGE ENCLOSURE _ t -._----N4 DOWEL AT 48" C CENTER C 20 S201-14 dwg I 1'-0 Z • CONTINUOUS FOOTING WITH 04 BAR FOUNDATION - DET AILS `. TOP AND BOTTOM CONTINUOUS NOTE SEE PLAN FOR SIZE I �• AND LOCATION ---- VLMK PLOT DATES: 10/28/99 10:59 20 ARM 11/2/'99 14:43 7 ARM 15 OPTIONAL TILT WALL GARBAGE ENCLOSURE 11/23 99 13:56 25 ARM 7632 SW Durfiam Rd I ?0 5201-15 dw 3/4 = 1'-0 12/1 99 10.40.42 ARM 12/22/99 t 5 8.6 ARM S2001 12 23/99 13.16 29 ARM 212/2000 10'18 28 ARM SIT2000-00001,BUP2000.00016 2/22/2000 10 59.36 PEM 41 of 54 -------- --------- 91775201 dwg 2/24/2000 9'34.28 ARM � LEGIBILITY S`RIP IomoO ,_m 1 _ 'I� f3 9 IO Ii11 11 I2 13� �' I4 �••••' 1ls nII71� 11 18..._- 1g t�120 ---21-- 22 •z .. CfT1 I ' � � � � � I 3n M2'4 2s 2s 2'7 2e ?_9 3e CD zl II of � 1 I� 1L�1�1�1�.1� 11�4.ut W.�loz 1 I yam, I IM/^'^^^'�M�n{`V'w.NFAMpP.YiwM'A'M!*'Nnwa�++.wMli.lrtWT'•MIMM`nJ y.�tMaw�.MMM•nW�hw•-+wr.��+rf/r.nvo M,1)R.ryt'IRrN#TIIMx4A.'atMnW^•:.rRfM•"'wXM.vM'r14M�1! �14a!F•.'��.1�4RM1l VON N.0I•(R,AMIr'Arl!,�M'rMM. ...._. 'ffi .. 4RMa�w.�•VFRI�M•�K•t,JElls.��'.!J.!R•e"'."+Mwr11.oM•r-nM-•.`<W."••yn,ke..... _..... _. AdW A. K '1} I 1 1 ( 1 2ND FLOOR GIRDER I-OADING DIAGRAMS A SECOND FLOOR FRAMING PLAN MARK GIRDER LOAD TL/ �� c 30 t/8" - -o" (To'F �4 FLOOR FRAMING LEGEND ODER DESIGN NOTES: f R ^ SEE NOTA CALCULATIONS FOR ENGINEER REVIEW DECK SPAN 1 ) CAMBER GIRDERS FOR 70% OF DL DEFLEC11ON PROVIDE DEFLECTION 30'-0" _ 37'-0" 30'-0" - INDICATES SPANS OR METAL DECK AND FLOOR SYSTEM. SEE NOTE /3 P 18 UK/ 5 1K W = 289/ 83 pl FLETCHER FARR AYOTTE P.C. N3N3 10 --- ARC'IHTEC rURY PLANNING IN"I+.jUORS BELOW 540 ( I TYP. I - INDICATES TYPICAL WIDE FLANGE COLUMN - SEE SCHEDULE SHEEP St 01 2 ) GIRDERS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD 1-- _ 37'-G" ----_� 108 S.W. THIRD A\rENUF SUITE. 20L 1 I I I I OF 600 POUNDS LOCATED AT ANY POINT ON TOP CHORD P IP �P- r-W PORI-LAND, ORr-c�cTN 97204-241, US-A 4D INDICATES TUBE STEEL .XUMN of PHONE:(303)222.1661 FAX (503)222,1701 TVP I I I I l 3 ) GIRDERS TO BE DESIGNED FOR TWO ADDITIONAL CONCENTRATED LOADS ----� I WA'11'FFADESIGNCOM /1 INDICATES CONTINUOUS LEDGER ANGLE - SEE DETAIL 540 OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD / I.- - -- -- - t- - - - - - ` - -" -- - 7 - - - '- - - - - - - - - - - � \ FOR TYPICAL CONDITIONS. P = 14 6K 42K OV 486j 139 PLF 4.) DIMENSIONS SHOWN ARE NOMINAL. SEE PLAN AND DETAILS FOR I INDICATES CONTINUOUS DRAG STRUT. STEEL SHAPES ARE TO BE BEARING CONDITIONS. `- -- 30'-0" 'f 1 30 I SPLICED AS DETAILED ON PLAN REINFORCING BARS ARE TO BE P p� �yy SPLICED WITH MECHANICAL COUPLER CAPABLE OF DEVELOPING 5.) NO NET UPLIFT FORCES ON GIRDER I I 6 125% OF BAR CAPACITY CONTRACTOR TO SUBMIT COUPLER DATA - 1 Wt 2 X 14 I 4O FOR APPROVAL PRIOR TO CONSTRUCTION 6.) NOT USED BELOW 1U I - Y I �� - SEE GIRDER LOAD DIAGRAM FOR GIRDER LOADS 7.) ALL FLUOR GIRDER BEARING DEPTHS TO BE 7 1 2" P = 18 8K/ 7 5K W = 625/ 25C PLF 6 W 40 I I -} - INDICATES CONTINUOUS CHORD REINFORCING N SLAE' SIZE AND g,) GIRDER DEFLECTION LIMITED TO THE GREATER OF TL/24U Uk LL/36U 37 1 40 I r y1 I NUMBER OF BARS INDICATED TO BE CONTINUOUS PROVIDE MINIMUM 1`'-- - - - - 0 H"" ^ GLASS I .'V ? , I ci LAPS AS FOLLOWS N5=35 N6=a2 N7s50" STAGGER LAPS Wt IF IP W2 TS4n+r3 OE I �\ L -- -- - - - - - - � - a w10 x 12 -- ---- -- �--- (21-/5 - - - - - - ------- JOIST DESIGN NOTES. (FLOOR) �) K _ _ FLOCP FRAMING NOTES: t ) CAMBER JOISTS FOR 70% OF DL DEFLECTION PRCVIDE DEFLECTION P = 16 2K,' 9 3K W1= "200 Wy= 700/ 400 PLF 7 T-• CALCULATIONS FOR ENGINEERS REVIEW 19'-0' TYP v W10 x 12 4 D 1 ) CONTRACTOR IS 10 VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN OR NOTED KITH OTHER DESIGN DOCUMENTS (ARCHITECTURAL. 2 ) JOISTS TO BE DESIGNED LOCATED FOA AN ADDITIONAL O COP CHORD CONCENTRATED (OAU P r-W 4 = ��_'- OF 300 POUNDS LOCATED AT ANY POINT ON TOP CHOkG 40 �� J OPP ETC > NOTIFY F!:uINEER IMMEDIATELY OF ANY DISCREPANCIES I 2.) SEE DETAIL 3/5402 FOR ANTICIPATED DUCT CLEARANCES AT TYPICAL. 3.) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD 4_1/4_ ' 4 - 30" AND 36" LH JOISTS 1F CLEARANCES SHOWN CANNOT BE OF 300 POUNDS LOCATED AF ANY PANEL POINT OF BOTTOM CHORD. � W16 X 26 \ ACHIEVED NOTIFY ENGINEER AND COORDINATE NTH P 22.OK/ 88K W 625/ 2'C PLF WI.? ?c 14 f -- - •-- 1 VECHANICAL DRAWINGS 4.) ALL FLUOR JG15T BEARING DEPTHS TO BE 5" UNLESS NOTED OTHERWISE T 15 I t 3.� ,�TAL F100R DECK TO BE 20 GAGE VEkCG TYPE "W3-FORMLOCK 5 ) AXIAL LOADS SHOWN ARE TO BE TRANSFERRED THROUGH BEARING, :EAT pt P2 p, p4 I (�-� SECURE INTERMEDIATE 40 40 LAYUP TO BE TWO SPAN MINIMUM FOR UNSHORED CONSTRUCTION, UNLESS NOTED OTHERWISE i _ I I - 9 1/2" E 7 1/9" E. STAIR LANDING TO STRUCTURE EXCEPT WHERE OTHERWISE NOTED, WELD DECK WITH 1/2" DIA O.H - ABOVE PER DETAIL ( 6.) NO NET UPLIFT ON JOIST SIM 3 1 AT (4) CORNERS 6 1 PUDDLE WELDS AT EACH LOW CORRUGATION EACH SUPPORT AND VLMK Consulting EnginF% 40 BUTTON PUNCH SIDE LAPS AT 24' 0 C WELD TO MECHANICAL 7.) JOIST DEFLATION LIMITED TO THE GREATER OF TL/240 OR LL/360 P1 - 12 7K/ 5 IK P2. 14 1K/ 5 6K p 15 6K/ 6 3K P - 5 5K 9K 40 MEMBERS AT 24" OC TOTAL THICKNESS OF CONCRETE SLAB AND --�- - W BLOW TA K I 5 I REINFORCEMENT / 6" 37'-G"3 4 j...., ;.I�. �, METAL DEC S /2" IS TO BE 3 AT t r � j M SIM. OC EACH WAV. W1 p -1 W2 ~'t.'1 4, w 1 N m _ 4 ) CONTRACTOR TO VERIFY SIZE AND LOCATION OF OPENINGS IN SLAB. j I I + h I YF - REINFORCE OPENINGS PER DETAIL --,OR �3 AS APPLIES / h "' 5 ) FLOOR DESIGN LOADS 4 40 ; x DEAD-55 PSE. / I 663/ 225 PLF W2= 813/ 325 PLF I _ / P 10K a UK Ill 7 wl 4 '� 4Ol PARTION-20 PSF �._�.. 9, 0' -� 40 40 lt'TQ' = LIVE-50 PSF (REDUCIBLE AT GIRDERS NOT REDUCIBLE AT JOISTS) �-- P r W I rI h. W X iD y� 5401 _.\ P 37.5K/ 15K w 563/ 225 PLF �) , _3r-0"q. _ W10 x 22 -I \� J P3 Pl P2 P1 P, (M) 7 � I 1 1 I P1 . Itl 9.3K P2. 2AK/ 1.09 P3. 1.5K/ 1.2K W . 500/200 PLF q i u TYP n , z rr I 9--0 v 31'-8' '1' r' 31'-6. 3, G.. • 30'-0" / I I 1 TYP �^ I x zL'i 1 I t BELOW _ I WT 5X195 ------ _ 4 N,I ._-_-...-_ --_.--- .__----- - �z ---� a - -A 1 i ,x 1 f'JI AL EQUAL EQUAL 1 E O SPACES GRID. TO GRID TYP I I I I,I - SLAB EDGE ALIGNS ,�, z WITH FACE A BEAM �1 ti 36" L11 (.1312/525 I I I 4 + N1 ry C ---�• U. t 14 40 SLEEVE ALL PLUMBING I SOUTHWEST v PENATRATIONS THIS h S,OPE FLOOR AREA AND COORDINATE IWITH DRAG STRUT i TYP TYP. ;LAB 10 DRAIN i CENTER / ��41O 1/2" MAXIMUM REINFORCING DO NOT I 2 Z- �!4 ZG 2N A + DRILL SLAB L 24 ZG � 36 2G 3N 36 9k 36 LU 3N 56 9N 5r, I,. ';N tc vw H 38 2G 3N 10 7K H 38 LIG 3N '+; a� E I 40 3 ,;� 4 - - + 8401 `• •S 0 14 2 LS• f(I S„ t40 SLAB EDGE = EUGf 0' .IiHST j \\.� Trp. TYP. 4O ' X Sj!!• 5401.DECK Sp N TYP % 4 _ - , 7 SEE NOTE N3 x - SECURE INTERMEDIA tU 1 °' '� STAIR LANDING TO STRUCTURE ABOVE PER DETAIL 7 II 5 14 - '� x • xl - (41 CORNERS I 5401 T E.2 C-_ _ W1 a x 12 40 1 0� �.� �... 54n� - I 5401 40 0 __ - C o' r� 4 11 1 's . r / t• 402 I SPACE AT Tv I I TYP -- ; x 40 ° L •40 : 4'-0" 0 C 61. x xq. B W ! 1 H.. WALL CIO r^Mn so vi N l' S 2,. F ; �� 3 9 1 1 7."1 M w,o x 12 0 �� , `N �i312�525 -- 4^. i 40 Final P,an Check Set .. ..5,'00 Z 36 - 6ELZw lJ _ F -� ui Z e� W10 x 12 W16 26 w �y "+ 1 J I Ste/ Z ! O., �` ILI `1 _ - 7 112" E 7 1/2" F Y z • _/ m I SIM W1 x 12 I n �14 �" E. DECK SPAN X312 g25)'�� I O 5 a 30 L I T, I 40 •i BELOW SEE NOTE N3 I I Q.H. --� - - 15 1 a - 16 „ I 40 40 - - - - - - - W12 X 16 - (B, 36 ZG 4N E0 (F 24 ZG 4 ---- � � II � a I PROJECT NUMBER 99) , • ---• SIM. - - 6 7_G 3N 3o.9k 36 ZG 3N .36 9k 36 ZG 3N 36 9k 36 ZG 3N 27 8k W16 X 26 I - - - -- -- - - - a _ .. / DA I-L: 2 WOO; w 11 N 4o I 15 4 ,/4.. E;4 \ DRAV1'N: ARM 'Bb BELOW N C4 4 t/4" 14 -3 3/4' \ n a0 4 .5 01 .v + ---------- --- 402 O.H 40 S40 n APPROVED: TN X. TYP t `�'! C4 PLOT GATE: 2-25-00 Q 0 0 0 A'-1 3/4" x rV 3 x --- r 3 i3t2 525) Ig2 REVISIONS: 36" LH I 13 IIS W 12 x 14 ❑ -- ------- - 12 i I o l 72 55 , 56 - I 52 ) _1`� 3 'S/"4" E. i 3 3/4" E _l-� SLAB FC1;E ALI NS � -� GLASS ui '60 6 -- 4O4 1112 r _ -- KITH FA(_'E OF BEAM -_ / 16 I O.H. I -- 16 X \ � � -`- '/- 40 H. I I (j;4 u-. 40 -- - --- _ 4 $I - -1 4O2 I _ 40 i - -- ------ - --- -- - ----- ------- -- - - -- - }1. - -- --- --- ------ ----+►� 40 40 -.._-------- ---1- - TYF ! ( I IS 8x3x3 8 FI_ATMISE ABOVE I \) I 6 X 26 I i BELOW TVP �l ,1 GLASS I 1 I b< G 4SS I I I I to 'ABnvF � a I I I I I - - - - - - - - - - --- - - - - - - - - - - - --- - - - 1 - 1 ao L1 - - - - - ----- - - - - - - - - - - - - -- - - - - - J - - - -- ---- - -- - - - - - -- - - - - - - - - - - - - --j -- -- - ----- I I � I �4O 7 I � 2nd !=I,OOR ao 40FRAMING ) Sao I TYP. i _-I ; TVP. TYP. 10 40 VLMK LOT DATES 19'- 20'--0" 4'-0" I 9 17 9 9:20.8 KAN _ I BELOW lb/8 9 9.53 10 KAN 10/2 /99 11:36.34 KAN 111'2199 14 16.45 ARM 11/2/99 14:32,31 ARM \�- -------- ---- -----~. 11/22/99 14:47.59 JCS 11/23/99 13.37.37 ARM 30 12/ 9 10:41.25 ARM S3001 1 t2 22/99 8:32.43 ARM 2/2/2000 9;4737 ARM 7632 SW Durham Rd 2;22/2000 10:43.28 KAN 517200(1-00001,BUP2000 00016 --- -- -_.__----- 12 or 54 91775301.dwg 2/2 ,'2000 9:52.14 ARM (11111 n lelll Ilnl ILII ILII II '�-- CPT) LEGIBILITY STRIP 0 2 4 5 8 e 10 i i IIP 13 14 Is 1'7 I'© 19 2., 2 4w FFAr lomm.lcm cl 22 23 2'4 25 26 27 216 29 30 ZI It 01 CD jdj11jJili111�1�1�1�1�11lil�lll IBJ�1,�111�W i1I111�t 11�1�iLl�lll)Ja I LI�J�JaI WSJ�l 1;1�J11i.I I�I IJJ LI�I>ai I � INI)NI • IOOZ --. IMMM+MI+�li. +w.N.!,Meh' ,w+!1, ^..gR �'t _."..•,..i.".-x-...n-,....r,...4..r..._._.",,,,*,IM�,wn„w,.,, +N...wM�I,IIAM► NA'�R!,1'..men(•,.,,.r�4:».,+.a,,..,....w.. »rx �.w+xwu•M*+•.n,w,.s,,. wr.t.,n...,r.",•,..n.,._.,.+w.. .,,._."n..r.+.r.w,.,....w.,.. ++.M.�Eww..'N. .., .w...rw + M.wte..«r,.wi+.wnere .. t� I i I A THIRD FLOOR FRAMING PLAN 30 3RD FLOOR GIRDER LOADING DIAGRAMS FLOOR FRAMING LEGEND GIRDER DESIGN NOTES (FLOOR) —_� - 20'-6" - 16'-6" �.- MARK 30'-0" 37'-0"- w I 30'-0" 4 DECK SPAN _ _ INDICATES SPANS OR METAL DECK AND FLOOR SYSTEM. SEE NOTE 3 1 ) CAMBER GIRDERS FOR 70% OF DL DEFLECTION. PROVIDE DEFLECTION (TYPE) GIRDER LOAD TL/ LLL i-- a` "' --- " --- ----- —+ SEF NOME k3 CALCULATIONS FOR ENGINEERS REVIEW - — FLETCHER PARR AYOTT E,P.C. I TYP TYP. __ _ _ PICWI '� - ARCHITECIURE Pl-ANNIN(i INTERIORS� y t0 1 Z I - INDICATES TYPICAL WIDE FLANGE COLUMN - SEE SCHEDULE SHEET 51 01 2 ) GIRDERS TO BE DESIGNED FOR AN ADDITIONAL CONCEN TMATED LOAD P ` h "08 SAV THIRD AVFNLrF SUITF 200 ' ,540 ♦0 40 OF 600 POUNDS LOCATED AT ANY POINT ON TOP CHORD i OR FLAND, OREGON 9-204-241- V%% _ �— ---- ---- % PHO 2- - INDICATES TUBE STEEL_ COLUMN 3.) GIRDERS TO BE DESIGNED FOR TWO ADDITIONAL CONCENTRATED LOADS . + - -- - - - - - INDICATES CONTINUOUS LEDGER ANULE - SEE DETAIL 540 OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD. NF I auK Ff.ADEsw�u)M 0 122 1661 FAX 003022-l"01 -- - -- - - - - - -- -- - - - - - - - - - - - -- - -1 FOR TYPICAL CONDITIONS 4 ) DIMENSIONS SHOWN ARE NOMINAL SEE PLAN AND DETAILS FOR 37-0• _ ---� - INDICATES CONTINUOUS DRAG STRUT STEEL SHAPES ARE TO BE BEARING CONDITIONS p -- � I F W SPLICED AS DETAILED ON PLAN REINFORCING BARS ARE TO BE 5 ) NO NET UPLIFT FORCES ON GIRDER SPLICED WITH MECHANICAL COUPLER CAPABLE OF DE VEL 'NG p 125% OF BAR CAPACITY. CONTRACTOR TO SUBMIT COUPLL JA TA FOR APPROVAL PRIOR TO CONSTRUCTION 6 j NOT USED p 14 6K " 4.2K N = 486,% 139 f--4U-00-I�t - w 12 X 14 140 BELOW- � I (x j - SEE GIRDER Lr,AD DIAGRAM FOR GIRDER LOADS 7 ALL FLOOR GIRDER BEARINr, � '-" � �, ) DEPTHS TO BE 37 �5�0INDICA TFC '_ONTINUOUS CHORD REINFORCING IN SLAB SIZE AND - -- --- V O'" 8.) GIRDER DEFLECTION LIMITED TG THE GREATER OF TL/240 OR LL/360 w, p p - _w, r NUMBER OF BARS INDICATED TO BE CONTINUOUS PROVIDE MINIMUM -~ :LASS z I _ LAPS AS FOLLOWS #5=35" p6=42" N7-50" STAGGER LAoS I W 05�-- - }� -- L _ ____ "' JOIST DESIGN NOTES: (FLOOR) — - -- - n FLOOR FRAMING NOTES: t 1 CAMBER JOISTS FOR 7076 OF DL DEFLECTION PRGoGE DEFECTION P - '6 21(/, 9 3K h1= 2 7 _ 4041 CALCULATIONS FOR ENGINEERS REVIEW 9-- TSP ± AI) X 12 ° 1.) JONTRACTOR IS TO VERIFY ALL CONDITIONS AND DIMENSIONS P 2.) JOISTS TO PC DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD E j402 _x ' -� NT ON TOP RD ,p SHOWN OR NOTED WITH OTHER DESIGN DOCUMENTS (ARCHITECTURAL. OF 300 POUNDS LOCATED AT ANY POICHORD ETC...) NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES - 7 4 1 4 _- X40' 2.) SEE DETAIL 3/S402 FOR ANTICIPATED DUCT CLEARANCES AT TYPICAL 3.) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD 1 Tug 30" AND 36` LH JOISTS IF CLEARANCES SHOWN CANNOT BE OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD r - 22 ,K/ 8 8K w - 645/ 450 W12 X 14• W16 x 26 ACHIEVED NOTIFY ENGINEER AND COORDINATE WITH 1 MECHANICAL DRAWINGS 4 ) ALL, FLOOR JOIST SEARING DEPTHS Tr, BE 5" UNLESS NOTED uTHERWISE r - - �- -"� I SECURE INTERMEDIATE � �-. � IP, p ,- � - '16 15 I STAIR LANDING TO STRUCTURE J ) METAL FLOOR DECK TO BE CO GAGE vERCO TYPE "W3-FORMLOCK 5 ) AXIAL LOADS SHOWN ARE TO BE TRANSFERRED 'HRGUGH BEAkING SEA•S, H 2 I~ a0 ABOVE PER DET41l,� LAVUP TO BE TWO SPAN MINIMUM FOR UNSHOREO CONSTRUCTION, UNLESS NOTED OTHERNnSE I 9 1,'2" E 7 1 2' E AT (a) CORNERS 40 EXCEPT WHERE OTHERWISE NOTED WELD DECK W1'H 1/2" DIA 6 1 NO NET UPLIFT ON JOIST P - 2 7r " L - + " Ong f . SIM 1 fI 3 1 PUDDLE WELDS AT EACH LOW CORRUGATION EACH SuIPORT AND _ ' BUTTON PUNCH SIDE LAPS AT 24" C.0 WELD TO MECHANICAL 7 ST , - n ) J01� DEFLATION LIMITED TO THE GREATER CF TL, 24C OR .L, 360 , - r+WS X 16 MEMBERS AT 24" O.C. TOTAL THICKNESS OF CONCRETE SLAB AND »' BELtJW x M y '"I x METAL DECK IS 5 1/2" REINFORCEM;NT IS TO BE /3 AT 16- - - - - - -- -A I O.C. EACH WAY - h I ^v w J , r -- ix 4) CONTRACTOR TO VERIFY SIZE AND LOCATION OF OPENINGS IN SLAB ---- ? • \ r�F REINFORCE OPENINGS PER DETAIL «�.OR 1} AS APPLIES I I ' 5.) FLOOR DESIGN LOADS: 40 40 —_ 5 x F r -- 40 DEAD-55 PSF W __ �_• Ct�Ct1 ' PARTION-20 PSF WI x t2 W5 x 16 LIVE-50 PSF (REDUCIBLE AT GIRDERS. NOT REDUCIBLE AT JOISTS) a c - w 10 x ~ COLUMN STOPS ) I I ^�/ o ' I x UNDERSIDE OF �- - I I I i DECK w 65E, 263 Ile 2• I W Wt O X 22 TYP S40V , 401 I v i 1 I � - N 9'-0" '1'-6" * 31'- 31'- 6" I o I I TYP. 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X10 2� - - 402 I - --- (3)-/6 -- - -- -- - - - - - - - - --- -- --- - ---- - - - - 40 4021 rvPI --- -- - - -- - -- ---- --- — — --w2r 4a ---- ---- - ----- - --- - --�- ------- TYP s x 2 I BELOW TYF I GLASS I i GI '.SS I- - - - - -- - -- - - - - - - -- - - - -- -- -- - --� E------ -- - - I I - - - 9 -. ----T ----- -- - - - ----- - - - - - - - - - - - - - - - - - - - - - - - - - - -._- 540 540 0 4D BELOW e D4O 9 7 , � 3rd FLOUR TYP TVP 5 40 40 ,�, TYp. 10 FRAMING 40 E 19-0" 20'-0" BELOW VLMK PLOT DATES: 10/27/99 11:37.14 KAN 3,Q 11/2/99 3/99 143352 47 0 21 HRM ARM v 11/23/ 02 12/22/99 8:33 21 ARM I 12/23/99 14:21.24 D_M 7632 SW Durham RA 2/2/2000 9 48,10 ARM SIT2000.00001,SUP2000.00016 - _ 2/22/2000 10:44.49 KAN 43 or 54 ----- 91775302.dwg 2/24/2000 10 2.19 A. Cm , LEGIBILITY STRIP o 2 3 a s 8 9 Io I 12 13 Ia 5 17 e 19 20 21 22 23 24 25 26 27 29 ?e 3c pmm.I[m CD1 L I ��'11111111111 �U.11111�WJJ�-IBJ-�L�1�JI.,�.I.LlI1�1.�L 111�1JJ.11�l I I,I...t11�.1��J.�L��l�u�lluiJ�l�l1.�1J,11�1jI��IOz _ .. ... .- -. _ •�'++"w�MI+11eAMrw rgr,yr .�.....«,.».,« ..r.„_..r,.,....«- ,,... ."..z, .r• ..»..y.- •...... <M-..-..»........-.w..._ M No 1110 0 PRO- J tFFA ' r} -�- — FLETCHER FART AYOTIL,P.C. 1 I ARCtHTEC-'FLN". PLAtiVING INIFRIORS I r---------t -1 ' 20 f-�' "- --- i '08 SAVTHIRD AVFAUE SUITE 200 PORTLAND, OR:fiON 97204-241" U S A I , PHONE'(503)222-1661 FAX.1503)222IT01 --_-_-_1 t�4r AyA11 I f-""-""" ' R'N W FFADESIGACOAI I - -- --- f `—CONCRETE CURF i I I I r 'AK Consulting Eng�nf yrs 1 ENLARGED VESTIBULE FOUNDATION PLAN : . �� . �� `-�2,z,I•ol �D4 13� v • I • a I ~ i 1 - TS 4.4.• 4 4.4.l a 4.4. 4 4.4. a a.4.• 4 4-4 F- I '� � ♦ V d `I k! x x WW ♦ tl d d d W O• r r d �vF d v v • � TS 2.2.1/4 V TYPICAL AT 10 a0 40 ��40 NOSING _1'-4" 0 4'-0" 2'-2" 4 -� _ 6'-2 4'-9" _ 6 1•-4- TO FACE —�---r * '� TO FACE OF PLATE OF PLATE INDICATES SPAN OF METAL DECK AT CANOPY 0 DECK TO BE 1S GAGE VERCO TYPE 'HSB-36' SINGLE SPAN LAYUP WELD EACH DECK DEICE SOUTHWEST 112" DIA PUDDLE WEDS AT LOCATIONS TO EACHPT AND BUTTON PUNCH SIDE LAPS AT 24" 0C SUPORCENTER ENLARGED VESTIBULE FRAMING PLAN Final Plan ('heck Set 2 2s 00 C� PROJECTNINBER: --- 99177 DATE: 2-25.00 H , 13 BRAWN: --- ARM 'BD X40 cf3.11. \PPRO\rFD: TN PLOT DATE: 2-25-00 W q REVISIONS: x n " i x Ln rA ui I IF ENLARGED 3 ENLARGED CANOPY FRAMING PLAN PLANS 30 14 = 1 -0 VLMK PLOT DATES 12/22/99 11:32.47 ARM S3 ,, 03 1 12/23/99 13:35 57 ARM 7632 SW Durham Rd 2 2/2000 9:50 26 ARM SIT2000-00001,PUP2000-00016 --„ ---- --------- 44 of 54 — — —-- 2/22/2000 11.12.40 KAN 91775303 dwg 2/24/2000 10:11.25 ARM— C M RMCRl �' Iin� � �I��illi�,,o�!:,�li 1II!i�lrl;' LEGIBILITY STRIP O IO 1 1 12 13 la 18 I'T '8 9 2'0 21 22 23 24 25 26 27 28 29 30 Omm.i tm CDLI I I I OI 4 4 I r HOW • IOE - l�ltltJ�lt �.1111li1L11�1�JJ�J t1�J�111�1�1�W�I�IBJ�1�1�lila Ii.11I�J I.1.1J.I1�111�1.!Jil11�,1a��a�I�1.I.l�W1J�W�-W ,li1tLU �JI�11�1a111 11111 �tl�l�l�l 1�1��OZ Y; Ja I LL. 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COLUMN PER PLAN ti / � 86 6 ! 4 O1 I I 3/4- DEEP SOFT CUT JOINT ABOVE ALL--\ L._ O CHAIR BOTTOM BAR AT EVERY OTHE / _- -- OF RE©AR INTERSECTION ABO \, VE JOISTS GIRDERS O - ♦ RE MAINTAIN CLEARANCES INDICATED �-'-3 X 3 X 3/16 ANGLE WHERE BEAM - REQUIRED FOR DECK SUPPORT FLETCHER FARR AYOTTE,P.C. 3^ 3" � 1 �2"A� I2' 3 X 3 X 3/16 ANGLE WHERE— ARCMTEC•I•URH PLANNIN(; ININ-RUORS �— TYPICAL 3/16 +� CONCRETE SLAB PER PLAN REQUIRED FOR DECK SUPPORT �. -- — WF COLUMN PER PLAN 70H S W THIRD AVENUF SUITE NJD 1 1/Y CONCRETE SLAB PER PLAN 1`0F IIAND, ORF60N 4'7204-2411 U S A EMBED 'A' EMBED 'B' �� • -- --� I PHGNE!(503)222-1661 FAX 1501)222 ,.01 2 1/2' '��-��•.�� • - • �"'( %V%V%'FFADESI(N.00A1 TYPE I YPE 2 � .. TYPE 3 - --- JOIST TO 1 - -- ` Y CAL BEAM CONNECTION SCHEDULE SEAT, TYP. 1 4 2 1/4 - 3/4" PLATE 3i 4" PLATE _4_ BEAM SIZE PLATE THICKN IV'ELD SIZE N0. 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ALIGN CENTER OF ALL - I W12 OR MC12 1/4" 3,'16" 3 TYPE t EMBED PLATES WITH CENTER OF CONNECTION BRACKETS SEE DETAILS �- -� i ,GIRDER AND :EAT SCREENED-- W10 OR CIO 1/4" 3/16' 3 TYPE 2 2 ) ALL STUDS SHOWN TO BE 3/4"0 X 6" UNLESS OTHERWISE NOTED. DO NOT WELD BOTTOM CHORD--�/ STEEL GIRDER PER PLAN FOR CLARITY L STEEL JOIST PER FLAN ' TO STABILIZER PLATE TYPICAL W8 1/4" 3/16' 2 TYPE 2 3.) TO EMBEDS SHOWN OTHER TYPE EMBEDS MAY BE REQUIRED. PLATE 1/2" x 6" X 6" SEE DETAILS TYPICAL 3 16 STABILIZER PLATE BETWEEN _ 4) TYPICAL REINFORCEMENT PROVIDE (1) N4 X 4'-0" HORIZ. AT EACH 4 GIRDER BOTTOM CHORD ANGLES NOTES: I , ALL BOLTS TO BE 3/4" DIAMETER A325 N, UNLESS OTHERWISE NOTED ROW OF STUDS. _ S40 VLMK Consultinl� STEEL JOIST PER PLAN -- 2 j ALL WELDS EACH SIDE WITH E70XX ELECTRODES. DO NOT RETURN WELDS 5) ALL STUDS TO BE NELSON STUD AND INSTALLED BY FUSION WELD jJJ 1 SHORT SLOTTED HOLES Ar- PERMITTED IN ACCORDANCE WITH MANUF BEAM CONNECTION SCHEDULE 2 TYPICAL EMBED. PLATES 3 F!OOR GIRDER AT COLUMN 4 FLOOR JOISTS AT COLUMN ' I 177(IrU1 dwy 1 . 1 -0 EMBEI'�SCH dwg I 1 -U � �� 40 17711r02 dw t - I O 9 ,4(1 1 77}IrG3 dwy WELD TO VERTICAL 5 16 �� ANGLE LEG TYPICt-L AS REO'D, SPLICE - A706 BAR AT EACH VA1 EMBEDMENT P,.ATE CONTINUOUS LEDGER // r � -I ANGLE AT CENTER OF N5 X Ie' FLARE OLT FROM 1 C' EMBED AND PROVIDE ,--_� _____-__� SEE FLOOR FRAMING PLANS FOR JOIST SPACING FULL. WELD EACH SIDE WALL AT 30' rritE_ ' CHAIR BOTTOM BAR AT EVERY OTHER 3J' LEDGER TO REBAR INTERSECTION k8OVE JOISTS -TOP OF PLATE EQUALS r- PANEL JOINT 1 I 3/4" DEEP SOFT CUT JOINT ABOVE ALL EMBED 1,4 4� TO MAINTAIN CLEARANCES INDICATED / TOP OF SLAB SURFACE GIRDERS �-CONCRETE SLAB PER PLAN � I / t" / 1 PER PLAN STEEL JOIST PER PLAN / STEEL JOIST PER PLAN 7 Cr:. TOP OF PLATE EQUALS CONCRETE SLAB OVER TYP -- 40 M ` —TOP OF SLAB SURFACE $40 i METAL DECK PER PLAN 540 1/4 TYPICAL - - rte... 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N5 x 8" rr r FLARE OUT FROM e�YWALL AT 30' 0 1 4 TYPICAL 30' O O AT EACH LOW CONCRETE SLAB OVER 1/2 CORRUGATION METAL DECK PER PL.AN� B - STEEL JOIST PER PLAN \ Final Plan Check Set 2 15 00 ••- ",.•MP's"' , s w....wwr•w•w.w+"wr.r•.".,.w�ww ,'/• - Kw_•"_�w.r..,".." � ERECTION BOLTS �_�� __ AG REQUIRED CONCRETE SLAB OVER w i METAL DECK PER PLAN 3/167-2-\,' YPICAL \ SECTION A \ ---EMBED PLATE PER DETAIL S40t % OF - 1 4 TYPICAL PANEL ` CONCRETE PANEL 6" JOINT g PLACE EMBEDMENT PLATES ALONG EACH PANEL SUCH THAT 1 PANE' JOINT OR a T / INSIDt FACE OF 3/4" x 6" X 1'-0" BEARING PLATE 1 DISTANCE BETWEEN CONNECTIONS DOES NOT EXCEED 5'-0" O.C. I / PRt)JCCTNUMDER: 99177 1/2" X 6" X 6" STIFFENER _ ____ 40 ADJOINING PANEL _- iP i1► �' 1 DATE: 2.25.00 77 r TYPIC L 1 4 \ - -_ --- _-F _ _ ----- SIM. 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'A' PER DETAIL ` - - - -- OF PANFL JOINTS - CONCRETE NOT SHOWN - -- CONTINUOUS LEDGER � 30' FLARE OUT FROM yY - WALL AT 30' ANGLE AT CENTER OF B' EMBED AND PROVIDE STEEL J T BELOW FLOOR SLAB FULL WELD EACH SIDE SECTION FRAMING; FLUOR SLAB AT CONCRETE PANEL 9 FLOOR JOIST AT CONCRETE PANEL JOINT � �TI��N B_ 10 FLOOR SLAB AT CONCRETE PANEL_ �ETAiLS �4 V 1 77FLR07 dwg 1 = 1 -O �40 177FLROB.dwy 1 1 -0 4lJ 177FLRO9 dwg 1 = 1'-0 VLMK PLOT DATES: 11/2/99 14:26 33 ARM 11/23/99 13-53.19 ARM 12/ 9 10:42.0 ARM S4901 --�- 12/21/99 16:13.34 ARM 7672'0 Durham Rd --- 12 23 99 16:12.26 ARM SIT2000 00001.BUP2000-0001 2y 23/99 11:13.31 KAN 450/ 54 9177S401.dwg 2/24/2000 8 42.41 ARM LEGIBILITY STRIP O 2 3 a 5 6 7 8 q 10 I 2 13 4 18 I'7 B 19 20 21 22 23 24 25 26 27 28 29 30 10m r "AI "'"""""�+�'• I�J1�1r�►III�l.IJ.LLlL41t41�:I.J.L1.41 k111 .4�ilAl�1�lA.I I,I.UJ�.I�i,I.LLI.IlJ.1J.1J.4.U.1�.��.U1�W411�.IJLLYIIA�.U.�.LU,�I).1�.A1.L1111 �1�1L1.L� NON, 4 IOU 1�111�1�I.L�alJlil llr"I11i111 Oz CD loop �•,"P.� ...... +Rnl..,.r..•e-a•»..,.:«mr�ti'M,,,�.,,.r....�+•.a,. .. .. �YMMNM�ro«�!«a.wx,..... _ .wm»»,.n., e.m.r+�..r.,.,..., ...,..._..,:.....+,,., ._.. .._ .. _.... .._. .. .. , .. _ _ _ _ t„ ...rw,•,.: ,.. — •R.- --.'.r"gyMi�' "'+^....ar,. , u i_ 6TYPICAL F FA* WELD TO VERTICAL _ 6 _ 8 ANGLE LEG TYPICAL EMBED 'C' PER DETAIL 2� �-- 54011 AT EACH LOW OPEN WEB JOIST PER PLAN � LINE OF OPENING CLEARANCE CORRUGATION DECK SUppp��ORT ANGLE / DETAIL/ , `1114%OE CRETE SLAB OVER 40L DECF PER PLAN I / CONCRETE SLAB PER PLAN • _ly - -- - - - -j FLETCHER FARR AYOTTE,P.C. ARCHIT-EC11JRE PI-ANNIN(i INIL•RIORS • v __ '08 S%' THIRD AVENUE SUITE. 2oo AT SIMILAR CONDITION CONCRETE PORTLANI). OREGON 97201-2417 V S A TYPICAL VERIFY W PHONE:(S03)2.2 1661 FAJ(:Is031 z22-IToI �\ 5 x 5 x 3/b X CONT =_ 1 4 ( / SLAB STOPS AT EDGE OF ELEVATOR , - BETWEEN PANEL JOINTS - / J015t MANUF \ — ELEVATOR WITH ARCH. AND / �Z N'N'q'FFADESI(iN CONI ELEVATOR MANUT iv t 4 6 - o `�` 1 /-CON RETE PLAN AND MTL --�- TYPICAL 1 4 2 TYPICAL � ', � a_,- DEC PER / j CONNECTION PER DETAIL 540 EMBED 'B' PLATE PER DETAIL (01 �w (' DECK PERETE SLAB AND METIR-' 401 3 4" x S" x 6" 1 DECK PER PLAN '"ACE AT 5'-0" OC E/CEPT BEARING PLATE - •�+--��} AS INDICATED ON PLAN \ - ,.-,�..,,, ♦ -4 - _ 1 4 TYPICAL --- n 1 MIN � • �-- CONCRETE PANEL \ `-FILL WEE\e/ 1/2" ' -MAXIMUM DUC I SIZE WITH • _..!-� 3 16 3 /� • STABILIZE PLATE MAXIMUM CLEARANCE (SHOWN DASHED) PER VULCRAFI ALLOWANCE FOR SPRAY UN • 3/16 V '; , /� ..J 30" LH JOIST FIRE PROJFING • \\ TYPICAL L8x4x1/2r8" RECTANGULAR 12"x27" ROUND 20" "__-`-=_--" SQUARE 17" //, pp CONN PER t UARNG4PLATETTED� DETAILE54 36" LH JOIST 01 / STEEL GIRDER PER PLAN RECTANGULAR 15"x34" \ ROUND 26" BEAM PER PLAN SQUARE. 21" -- - -- ---- — L 6 x 4 x 1/2 x 0'-6"STABILIZER BEAM PER PLAN • ANGLE, SECURE LLED A 1/2" DIA. JOIST PER PLAN x 4" EMBED DRILLED ANCHOR BOLTS , 1 FLOOR SLAB AT CONCRETE PANEL ?_ GIRDER AT CONCRETE PANEL ' DUCT CLEARANCE AT JOIST WEB FRAMING DETAIL FLOOR FRAMING DETAIL 117FLR'O dwq = 1 -,5 40 17FLRI1 .twy 1' _ t -0" 4c i DUCTDET dw,- I -G - J , ting Engineer I" CLEAR C014CRETE SLAB AND ~FROM PANEL METAL DECK PER PLAN „EDGE TS 500/16 BLOCKING BETWEEN JOIST ;PACES 1 ♦ h -- L5x}x DECK CLOSURE PER CONCRETE SLAB AND REINFORCING METAL DECK MANUF. PER PLAN ^ / t;ONCRETE SLAB AND'-. CONCRETE SLAB AND - /6 / METAL DECK PER PLAN METAL DECK PER PLAN i-LEDGER ANGLE PER DETAIL 4 -TS 5x3x3/16 -TS 500/16 ♦ ��- AROUND OPENING y r�r L5•. 'Ix AROUND OPENING BEAM PER PLAN _ _'-�l+-,Tnu2,M'-.r..r...r+r...«.,....... .. «w:r........«...w•T.w++r�rrr.+x,� w.�..,..,y!•.r.r♦.a. � r.wr,�++.wN �.� r ��- - ----- (2)-3/4" DIA A325 r -� • BOLTS ti J 1 • 3/1f 4--12� - , \ - ---_ -- - PLATE 6 3/4"r7" BEARING TILT WCL: PANEL PER 4 ) - - ---------- --- - 3/1� 1 1/4" • , - - - .:_.-, w._ r T~ 1P PLAN. REINFORCINCING i. • 1, 4 1/4 .. �� w NOT SHOWN FOR CLARITY I (� A. 1 4 � - BEAM PER PLAN •`-BEAM PER PLAN BEAM PER PLAN _-___ -� � t►-' r r CONNECTION PER DETAIL 1/2"r7"x7" STIFFENER EMBED 'A' PEI; 2/5401 3/4"r6 3/4"x21" EMBED / r6" NELSON STUDS ttl EMBED 'C' PER DETAIL 54 rte' PLATE W/(3)-1/4' DIA. CONCRETE TILT PANEL A- WEB STIFFENER -- CONCRETE TILT PANEL `►� L6r4r5/16 (LLI~M0-6" A,a9 - NDITI,DN USE JOIST PER PLA --- ~ , ANG'._tH -E FLOOR FRAMING DETAIL 7 FLOOR FRAMING DETAIL STAIR OPENING DETAL 9 FLOOR BEAM SUPPORT DETAIL 1 7 WINDOW SUPPORT TS AT PANEL END S_FRM_02dwq ��Te [} S_.FRM,_03doq 1 1 -0 �O "_ERM-n4 ]wy , , - 40 tRM_0 dw,, /17, -SATGA•,. :w; DECK CLOSURE STRIP 4D , 4D 3 OR 32 TYP. ADJACENT BEAM » BEAM } _BELOW MIN, -_ MIN /BELOW PER METAL DECK a WHICHEVER IS t/8VI/2N(TO CUT WEBS - - --r MAUFACTURER �`+'+` LARGER -SEE _ NOTE #3 ,n PER i --CONCRETE SLAB AND _-_ - . - -- ' PLAN t/2 EACH AONCMETALSDE�K -_� J _ �.-_•r- -- _ - /x� 41 1/B 1 UPFERAT NFLUTETER FBEYOND ' PER PLAN SOUTHWEST - -- REINFORCING PER PLAN - OPENING (TYPICAL .»._... M _ 3 16 NOTE -___ >R BLOCKING BE-WEEN CENTER - - t ) REINFORCED OPI=NING5 WITH L ' 1/2" X t 1/2" X 1/4" A5 - ----_ JOISTS- _ 00, SHAWN. ANGLES SHALL DE PLATED ON TOP OF DECK -- } LENGTS5wTH ENTIRE If / REBAR I ? JOIST PER LENGTH OF BEAM - - AND MUST EXTENC ACROSS 3 WEBS PAST OPENINGS --. _ -- -� ---- T AC!ACENT TO _� / _. --_ ^� PLAN - - - -- 16 2-12 2 ) HOLES LESS THAN 6" IN DIAMETER AND CUTIING v1 EAr,H GUT 1B�/2 - ---- 3/16 f -- --- -- NO MORE THAN I-NE WEB REQUIRE NO = WEB (TYPICAL)-` -- / V' 1RDE F a REINFORCEMENT z - _ / --- � R PER • CONNECTION PER 1 --- w - - _ J - p DE TAI(�J��\y\� _-- -- --- -- __. z 3 j IF DIMENSIONS HETWEEN OPENINGS ARE LESS THAN THE U - t -_=- v - --- ', LAN L` • - � W � MINIMUM DIMENSION NOTED, THE OPENING GROUP SHALL T.� - J ---Y-- PFAM PER PLAN _ -___l - bE CONSIDERED ASA SINGLE HOLE A k REINPORCED I r-�- a �'^ AS FOR A LARGER OPENING. SEE 13&40 >' - - �- - - W i z 4 ) PRIOR 10 CONCRETE POUR, SMALL Or,ENINGS SHOULD BE - = v w BLOCKED OUT AND DECKING LEFT IPiTACT AFTER 1 1/2" X 3" X 1/8" STEEL TUBES 4 vt`S CONCRETE HAS CURED, BLOCKOUT CAN BE REMOVED AND �!S< PLACED ON TOP OF DECK Final Plan }lt'U')+ Set 25,00 -- a DECKING IN THE AREA OF THE HOLE REMOVED IF THE OPENING OR CROUP OF OPEIfIINGS OCCURS IN ONE DECKING UNIT, THE OPENING - - �"--'- OR OPENING GROUP MAY BE CUT PI'I)R TO POURING OF CONCRETE i FLOOR FRAMING DETAIL _ 5 '1 MAXIMUM HOLE MAY BE CUT NO MORE THAN `• D ',5-FRM-06.dwg - 1' -i. _ _ - _ - 18" FOR TYPE 'B FORMLOK' 2 1 IF, AS SHOWN IN THE DETAIL ABOVL. THE OPENING OR OPENING GROUP CUTS THROUGH — 41,J -- --- --- 24" FOR TYPE 'W2 OR W3 FORMLOK' TWO DECKING UNITS, THE DECKING SHALL NOT BE CUT UNTIL CONCRETE HAS BEEN PLACED FOR LARGER OPENINGS, CONTACT ENGINEER AND CURED FOR HEADER BEAM REQUIREMENTS --- - - -; A AT THE TIME OF POURING, SUI FABLE SLEEVES OR BULKHEADS SHALL BE PLACED AROUND THE OPENING. 14 GIRDER BLOCKING ~ �1 D 5 3 ) ADD REBAR AT CORNERS OF OPENING L 18" 40 OR 32" 4 ) WHEN THE MAXIMUM DIMENSION OF AN OPENING OR OPENING GROUP EXCEEDS ,i1 Q Sent-14 jwq = 1' BEAM BELOW x ----1- BEAM BF'.UW 24", CONTACT ENGINEER FOR HEADER BEAM REOI.IREMENT_, `+ 'HICHEVER IS LARGER SEE NOTE N3 PROJECT NUMBER: 9917' r DATE: 2-25-00 12 REINFORCING AT ROUND OPENINGS 1 . REINFORCING AT SQUARE OPENINGS 5401-17 dw 1,/2 1-7 AND METAL DEC 1/2 CJNCREIE SLAB PLAN - ----- - - 9 5431-18.dwg 1/2" = 1'-0' PER PLAN 4!) _ o DRAR'N: ARNI BD I APPROVED TN (W SIMILAR CONDITION COORDINATE EDGE OF SEE PLAN FOR VERIFY - Iia" BENT 3" (W8x COLUMN) PLACE � AT SIM CONDITION - SLAB W1T1-I ARCH, TYPICAL 30151' KNIFE PLATE ON OUTSIDE THIS PEAM ODES � AND ELEVATOR MANUF. --�~ FLATEx12 12' PLOT DATE: 2-25-00 FACE OF COLUMN FLANGE NO GIRDER SEATS NOT OCCUR _ __/PER 1 CT PLAN N BLOCKING WIDE FLANGE BEAM -�/ EXTEND 6" MIN. EXCEPT - \ /2 CONCRETE SLAB AND RFVISIONS: CONCRETE WALL PANEL r WHERE BEAM ABUTS DECK NOT SHOWN PER PLAN L. I t�2•• n - ---- --- 3 t6 3 SIDES AND REINFORCING PER AN ADJACENT JOIST , M-n-x FOR CLARITY 3/16 2-12 PLAN 12" a GIRDER PER �� _�. I PLAN ------ 3 _ _ f l WEE FLANGE BEAM -- tj ----RADIUS TYF' - - - PER PLAN • \ -- KNIF1- PLATE, BOLTS — _ _ ___( - - - • AND WELD PER `� 1 EXCEPT AS 40 I G _ NOTED _-------.- ._A 3/16 2-12 • / BEAM PER PLAN _ -_ GIRDER PER --' 18 �- GIRDER PER PLAN WIDE FLANGE COLUMN - - -- PER PLAN 3/4" PLATEx6"x1'-9 - 402 PRE PLAN rNGE BEAM \ PLAN BEAM DEPTH WITH (3)-3/4" DIA x6" TS 5x3x3/16 VARIES AT SOME NELSON STUDS AT 9" O.0 \ 3/8" x 4" SLOTTED- I BLOCKING BETWEEN CONDITIONS - BEAM CONNECTION BEARING PLATE JOISTS CONNECTION PER FRAMING PER9,0 DETAIL1 540 - DETAILS 15 BEAMS AT COLUMN 16 BEAM AT WALL PANELS 17 FLOOR FRAMING DETAIL 18 BEAM CONNECTION 19 GIRDER BLOCKING VLMK PLOT DATES: i [�0 S402-15.dwg 1 = I -0 5402-16.dwg 1 = 1 -0 /-� S402-17.dw t = 1 -0' 11/2/95) 4 1915 ORM 4� 4V 9 S402-10,dwg 1" - 1'-0 ^ 5402-18.dwg 1" = 1'-0 ao `FQ,• 11/22/x'9 17:1543 ARM 11/23/99 13:54.30 ARM 12/ 9 10:42.35 ARM 12/21/99 i5 1423 ARM 0 02 1 2.3/99 13:52,18 ARM 7G32 SW Durham Rd 2Y212000 911: 3. ARM SIT2000.00001.B11P2000000t6 �- -- 2/22/2000 11:13.7 PEM 31775402 dwg 2/24/2000 10:17.59 ARM 46 of 54 I cm LEGIBILITY SCRIP O 2 3 a 5 6 7 6 J 10 11 12 113 I4 16 17 Ig 19 20 21 22 23 24 25 26 27 26 29 3n O m0 tm y CDZI I OI �- HOt,I o 1OZ l) =. _ Llt1J11��1 ►II�1111�i1,�w�1> i.Wl��, ;l�ll LIUila1�J.�1JiJ�l�l11�1�11�1a1� Oz ,.. aM,MI►+IIAMMARiMa. .. - :. .. ,. . . .w,r♦ •,�xrw.r*x�»M♦�b.9,ltlfArlelnFw�«�.�•,.".u:..,w..,..,..".yvra.+w•.v ��1AMIR•��.�II,t�.•"„�•r,",n_,n«^+rb^w•�4�+�7RRxl�prm�rxMl!M�,.�y,dr,.wfi+.,,....Few+n.:rrrMrlAIf M.�+nrrn+w�'M+M*xF�ww.w�l�.w�w.FMMM+ wrw•+n.,M+•.M+,n"+«ywn,...w�.•*rrr+e.�MMM.,i4sMxw+�+ww4w. .MM� I� (4 *i' . I--- - -- --- — - — _.._. _ - —- - ---- -- - - - -- \ : TO STRUCTURE SEE DETAIL ~ - 3/4" DIA. A307 THREADED _r ROD TYPICAL 3" I F FA, /16 MClOx8 4 FRAMING AT 1/4 CLOSURE PLATE TYP LANDING TYPICAL MC10x8 4 STAIR FIELD WELD AND GRIND GRIND SMOOTH CONCRETE SLAB OVER MTL DECK SMOOTH 3/16A STRINGER TYP �3 i A PER DETAIL ~ 1/8 2 �- - - - -- 40 _ — - - � - \h ON - — � - 3 16 BENT PLATE - - - - W/ 1/2`x5" MELS CONCRETE TREADS IN 14GA -� STUDS AT t'-6" O.C. STEEL FANS W/ 14CA - - i FLETCHER FARR AYOTTE,P.C. STEEL RISERS 3 , . i �.Y- PER ARCH ARCHIT'EClllitE PI�i1NINC' INTERIORS 'Ux S W THIRD AVENUE SU1TF 2W L 1 1/2x1 1/2x1/8x8" SUPPORT • _ :), .4 y/ POR71AND ORtWN 97204-2417 U S A ANGLES EACH END TYPICAL �! - 16 PHONE (S03)222-1661 FAX 4503)222.1701 -- - 'AWW iF MC10x8 4 STRINGER - 3 1 8 2-12 2• ZCONCRETE SLAB AND) ~ L 1 1/ 1 1/2x1/B MTL DECK SUPPORT ANGLE 3 16 " • 'b STRINGER TO / 5 \ L 1 1/2r1 1/2rt/8 MTL 40 VERIFY \ 3/16 METAL DECK PEk LANDING ,3' 6 - 40 DECK SUPPORT ANGLE 7 CONCRETE SLAB AND PLAN 1 8 2-12 I , ANGLE AROUND PERIMETER - __ OF LANDING __ _ _ � 3/4" IU STANDARD PIPEx10" REINFORCING PER DETAIL 5 SUPPORT AT STRINGER - —.—_ DOUBLE NUT AND 40 BEAM PER PLAN SUPPORT SIDE CONCRETE OVER 8-�ORMIOCK OPP GIRDER OCCURS AT METAL DECK 4" TOTAL THICKNESSWASHER AT BOTTOM SIM � W/ N4 AT 16" 0 C EACH WAY A SECTION ( SIMILAR CONDITION CONCRETE TREADS IN 14GA --- S FEEL PANS W/ 14GA STEEL RISERS L 1 1/2x1 1 x1 /2 /8"x8" SUPPORT INTERMEDIATE STAIR LANDING DETAIL ANGLES EACH END TYPICAL j MC10x8.4 STRINGER - TYPIC AL INTERMEDIATE STAIR LANDING DETAIL INTERMEDIATE STAIR LANDING DETAIL STAIR LANDING AT FLOOR LEVEL J. " - 4U Tk Jw,i t �� _;TR_04. 1 ( : 1 r= --- -- M. Nk i LINE OF TREAD BEYOND I CONCRETE SLAB AND MTL - 1/4" CLOSURE PLATE DECK PER PLAN - — COPE CHANNEL AS REQUIRED Ai-0 t 3 TU STRUCTURE SEE DETAIL 4U 2" MINPER SIDE }/tb _, SEC TION B�— • -- -- MCIOx8 4 STRINGER 1/4" CLOSURE 1/4' CLOSURE TYPICAL 16 V PLATE PLATE L CONCRETE. SLAB OVER MTL DECK W / PER DETAIL�c�'� r MC10x8.4 STRINGER I _-�— A� 1 L �f•O 'J C :2 , BEAM PER PLAN- � � CONCRETE TRENDS IN 14GA � � - M:10x8.4 STRINGER. 'YP D{ MC10x8 4 STAIR LANDING FRAMING STEEL PANS W/ 14GA, i-- r�� 4"x4"0/8" 4 11. ri STEEL RISERS TYPICAL N0. 2 1/2" PLATE �,. . . ...._t.r+ �_. CLEVIS 3 16 L 1 1/2"■t 1/2"0/8'18* SUPPOR' -- 3/4" ID STANDARD PIPLx6" 3/4" DIA A307 THREADED ANGLES EACH END TYPICAL ROD" �� • ., .-�•---•- �40 -t2 --- SEE DETAIL �.4x41s1 4x6" W/(2) '. : FOR INfERMEDIATE 3/16" BENT PLATE W/ \ ,'2" DIA GRILLED ANCHOR LANDING STUDS 1A1 S" bEL�OCN Tc Bol *,Y EMBED CONCRETE SLAB PER BEAM PEP PLAN FOUNDATION PLAN INTERMEDIATE STAIR INTERMEDIATE STAIR LANDING DETAIL r, *NN LANDING SUPPORT ROD DETAIL STAIR LANDING DETAIL FLOOR LEVEL g STRINGER DETAIL FLOOR SLAB /�( I S-ST1t_Di dog 1 112" 1'-0 4 iJ S-STR-06 dwil 1 1'--0 4 I S-STR_07 dwq 1 1/2 1 -0 (�L1 dwq - 6._0" 5'-6 1/4" 6'_p~ 5'-6 1/4" VERIFY W/ ARCH VERIFY W;' ARCH. - VERIFY W/ ARCH VERIFY W/ ARCH 1" VERIFY I 4"02"0/2' EMBED PLATE Wi —, �� --BUILT-UP 1,-4" PLATE LINE OF CONICPANEL BEYOND y (2)-1/2 DIA. x 4' NELSON STUDS MEMBER `� VERCO HSB-36 DECKING TYP VERCO HSB-36 DECKING TYP- VERCO HSB-36 DECKING TYP. SOUTHWEST ROOFING PER ARCH'L ROOFING PER ARCH'L ROOFING PER ARCH'L 1/4" CLOSURE PLATE11 1/4" CLOSURE PLATE ' +6 3-12 \ �' 3/16 FASCIA CHANNEL CENTER C i C � '+' 1�. 3/16 1.4 �+, rF _ PER PLAN HEIGHT VARIES. + _ �4 ~ -� SEE ROOF SLOPE T54x4x5/1G TYP -• '- _� - _j TS4x4x5/16 TYP - - _ _. i T54x4xS/16 TYP - 1 8 2-12 \ 2-12 (1 3/16 i•,v 1 4 TYP. L4x3x1;4 (LLV) --- L2x2X1/8 ROOF DECK 1.2x2x1/8 ROOF DECK / L2x2x1/8 ROOF DECK-- ;1 SECTION x CONT SUPPORT ANGLES TYP SUPPORT ANGLES TYP i SUPPORT ANGLES TYP. -- TS PER PLAN TS PER PLAN 311W CONIC TILT PANEL 1/2" PLATEx4"x8" --- WITH (2)-3/4" ,.A K6* NELSON STUCS CONC, TILT PANEL - � AT 5" O.C. PLACE 66"x8"012' EMBED PLATE W/ Final Plan Check Set 2.f25,"00 TS6x3xl/4 COLUMN TYP. (2)-1/2" DIA. x 4" NELSON MUDS EMBED T THIRD POINTS 8"x12"0/2" EMBED PLATE N/ SPAN 3/8" BASE PLATE (2)-1/2 DIA. x 4" NELSON STUDS(2)- 1/2" DIA. x 3" EMBED DRILLED ANCHOR BOLTS \ \,J .II ' If CONC SLAB PER FDN PIAN ---- ! ENTRY CANOPY FRAMING DETAIL 10 ENTRY CANOPY FRAMING DETAIL 11 ENTRY CANOPY FRAMING DETAIL 12 PROJECT Nl;h1(ICR: 991 T'CANOPY SECTION _ _ _ 4r� CANOPYI dwq 1" = 1'--0 �1 CANOPY2 dog 1 = 1 -0' O CANOPY3 dwg 1" = 1'-0 iQ 4(_1 -- CANOPY4 dwq 1 = 1 -0" UAfE: 2-25-00 J DRAWN: ARM ,IID 3/16 MC100.4 FRAMING AT — ��- 'GRIND 1/2" PLATEx4"x8"— LANDING TYPICAL APPROVED: TNSMOOTH W/ (2)-3/4" DIA x6" /, NELSON STUDS AT ;( A PEENCRETE R DETAIL PLOT OVER MTL. DECK 3 i6 -- PLOT DATL. 2.25-00 MITER 5/8" DIA. TENSION w I `^ v { T S POST PER PLAN REVISIONS: CORNER ROD W/ NO.2 CLEVIS ROD DDOES3NOTMOCOCUR ----- EACH END. �� ! 3/16 - ALL LOCATIONS. SEE PLAN 3/16 SIDES rl. Now 3/8" BASE PLATE x 3 1/2" A SECTION1� 3 SIDES _ _ 2 1/2" x 10" WITH (2) 5/8" DIA A 3116 - -- -- - - -- ��\\ DRILLED ANCHOR BOLTS PROVIDE - II• - -------- / 1/4" x 4" PLATE 3 1/2" MIN 3 8" PLATE--� - - II I, T.S. POST PFR PLAN EMBEDMENT. ---- WITH 1/8" CAP PLATE. CONCRETE CORCR SLAB PER PLAN _� n, -1/4" PLATE x 4" x 4" " L2x2x1/8 ANGLE -- -- - - - I' 4 " ", Ail FOR DECK SUPPORT 1/4"x5'0" KNIFE 'I �' ,I 1 - < --- - - DECK NOT SHOWN PLATE �a FOR CARITY I! ,I L_� 5/8" DIA A36 SMOOTH ROD. EMBED 'A.' PER � - II' � - DOES NOT OCCUR ALL LOCATIONS r sEcrloN 2 1/2 FRAMING I DETAIL S O o--- 3 I6 SEE PLAN. DETAILS 13 CANOPY SECTION 14 INTERMEDIATE STAIR LANDING DETAIL 15 POST AT SLAB 11z/990T1419E15 ARM j 1 4 o CANOPY5.dwg t' = 1'-0 4G 5403-14.dwq 1 1/2 = 1 -0" ` 40 5403-15 dwg 1 1/2' = 1'-0" 11/22/99 17 16.19 ARM 11/23,/99 13 596 ARM :15 0 RM S4903 t 1211199 10:43.0 ARM 12/21/99 16 12/23/99 13:44.16 AR 7632 SW Durham Rd 91775403.dwg 2/24/02000 00 98:44 56 AAE SIT 2000.000()1.euP2000-000te J 2/22/2000 11:19.12 PE 4701 54 i LEGIBILITY STRIP Cm0 i 2 Itiki 111 uulnulnl�lunjuulln11111 nulnnl x _ 10m"wlcm 4 5 7 A 9 10 1 12 13 14 16 17 IF 19 20 21 22 23 24 28 28 27 28 28 30 1•I . . � 4Q4 lL�lUa.(11Wq,�.11,t�.11�lLl.I�I.WqSJ.11�1.11�.1.�1�111�111�11.1�1 J1;,111.�.1Wfi.0�111.� HOW III. 1�uI'uI'I�1IW,I4.'1I�I I oOzZ ..-e.wn"el.fq.w..In.n,m".r•..+wrn�mwrw...,....._—.-,.i....,......,,.r..-..... CD _..+'• A.MCMI"'+"'""„*""'�! '�'+t!1n RlS �w.•q.,,ry fMl►07WIL•.v"-".#to." q�MxM4 M "ns.�orsn,~e.."•ww+wu.".xxlnrra. x r,.-_ ,,•, ... ... Mvwr ...... .7xM� go 10 1 pol .. w _-..._., 111Px t~"..www.w..w•w'Mv,.w•.•"w"-N".,...,nxw+www +w+he�ww•»�•"..,,w++.e•w»�•,..-."«..,,,e.,,...,war+"t~+..w.*�w"+. �+..+•r""'nw�w"+~�. _ ,.wr•rw."s.,."•....r,«na.•�w.�Mu i I FFAI I FLETCHER FARR AYOTTE,P.C. AxcHimcni". PLANNING INITRIoRs '08 S.W THIRD AVFNUF. SUM.. 21,10 PORTLAND, OREGON 97204-2411 USA, PIIUNF (503)2221661 FAX (503)222 111)] A"A"'FFADESIGN COKI 1" ■ 4" x 1'-8" PLATE -- HOLD FLUTE 8" MIN FROM I FACE OF WALL PROVIDE 18 GAGE CLOSURE AS CONTINUOUS 3/4"x4 1/2' (CRITICAL)-- REQUIRED AND WELD METAL TO DECK 16 6 1� \ DRAG STRUT PER EDGE REQUIREMENTS NELSON STUDS AT 24" � REINFORCING 0 C CONTINUOUS NOTED ON PLAN 5 t6 y-� PER PLAN. CONCRETE SLAB AND • CONCRETE SLAB AND i METAL DECK PER PLAN • • , METAL DECK PER PIAN U p • • • wrnwarr�^u.ar»ur µxro rr:, ,r..)r) L11x•Yrt Y•�tl�r/,MY �L 1 - - �� • 0 1. 1 Y 7— VLMK Consulting Engineer- ' -0NTI000$ ANGLE PER 7/$401 SHEAR STUDS PER 1 5404 CONTINUOUS ` 2 WR' DRAG STRUT / DRAG :TROT PER PLAN 41 3/6" PLATErFLANGE -�. WIDTHW EACH SIDE A WT' DRAG STRUT REINFORCING KING I - ' PER PLAN OPEN WEB GIRDER 14 OPEN WEB JOIST I GIRDER BLOCKING PER --i--� PER PLAN PER PLAN I / NOT SHOWN FOR 4� 3/16 CLARITY 5/16 -6-12 ft' - -- Si r'^ M DRAG STRUT 2 ,,41-14-1 dDRAG STRUT SPLICE 3 DRAG STRUT DRAG STRUT SPLICE . 1 - A✓ wq 1 1 '♦� 1'4C1 5404-2dwq 1 1/2-7; 1 -0 AOQ ,.404-5dw9 t12 . 1 - '4j54i'4-4 •«q t t 12 •i I I i -il 13I GIRDER BEARING -'-/ r--- C C'NCRETE SLAB ANL SEAT , EMBED "D" PER METAL DECK PER PLAN EMBED SIMILAR TO "D" (& — WIDE FLANGE BEAM PERx PANEL WIDTHPER PLAN � ERECTION BOLTS I TS BELOW 1` ' � T 5 COLUMN AS REQUIRED PER PLAN PER PLAN 16V 4 WT5 x 11 x REO'D , 112* BEARING PLATE PROVIDE BOLTS AND ' —T c BEAM x 6" x 12" 3 16 I SPACING PERI 1 4 ' PER PLAN �4 .112" x 6" x 6" T S COLUMN - FF AM PER PLAN 5/16 �•i I STIFFENER PLATES PER PLAN 1/4 J z ` LJrJxt/aro'-5" ��-CONCRETE WALL PANELS WIDE FLANGE BEAM j FOR PLAN. REINFORCING PER PLAN CL % MADE FBEAM BEYONO E 1E iNOT SHOWN FOR ARITY rO_IV. _-_v T S. BELOW J PER 4/SaO2 o PER PLAN - --- SOUTHWEST r 1 C ENTER BELOW JOIST PER PLeN v `) GIRDER BEARING SEh I BEAMS AT TS COLUMN 4�) S404-5 dwg '=i 0 ^40)f YlJ 0 ;404-6 dwg , 1,121 - , � 7 FLOOR FRAMING DETAIL ° TS BEAM AT TS COLUMN 4(� S404--0,'dwg = 1 -0" ;404-08 ewg 1 1112" = 1 -o II 01 LIMN FIR l AN- Pinel Plan Check Set 2,'25/00 -- \\ I i WINDOW ATTACHMENT BY OTHERS CONCRETE SLAB AND -�- DOUBLE NOT METAL DECK NOT SHOWN FOR CLARITY 10_ 6_# T,S 8x 8 PER PLAN L - - -- , CEILING PER —�` — - PROJECT NEMBLR: 99177 ARCH. - - - 3/e" x 5 1/2- SLOTTED ANGLE PER BEARING PLATE �r PLAN -- - WIDE FLANGE BEAM / \ DATE: 2-25-00 T PER PLAN --- DPA'AN: ARM 'BD 3/4" TENSION ROD — /� —GIRDER CONNECTIONi� JOIST—�� ALIGN VERT. MULLION - -EACH SIDE OF DOOR / BEAM CONNECTION ----- ' PER S400j PER PLAN y APPROVED: TN T S 8 x 3 --- - RADIUS - TYPICAL PER 1 �`. - / PLOT DATE: 2-25.00 PER PLAN ALIGN -� 3 16 C L 540 1;'2" I MAX. HORIZ W/ MULLION COPE - REVI910NS: FLANGE AS _ USE A307 NUT --- -- REQUIRED AND TACK WELD _ _ TO PREVEN( SLIP BEAM PER PLAN � WINDOW MULLION STEEL GIRDER PER PLAN GIRDER PER PLAN PLATE 1/2" X 6" X 6" - -- STABILIZER PLATE BETWEEN 4 GIRDER BOTTOM CHORD ANGLES - — ---- S40 SIM. fa TS BEAMS AND TENSION ROD DETAIL 10 BEAM TO GIRDER CONNECTION 40 S404-09dw9 -I" V-0' 5404-10 dwg 1 12 1 -0 1 1 FRAMING CONNECTION 1 FRAMING CONNECTION --- - `I -- - 40 40 5404-11 dwo 1' = 1'-0" 2�1J 404--12 1wq 1 1.!2•' - l'-0" FRAMING DETAILS I I VLMK PLOT DATES S404 12/23/99 16.24.9 ARM 7532 SW Durham Rd -- — - ^ - -Y 2;2/200 9,4530 ARM slT2000-00001,euP2000-oonle 2/22/2060 0 11 PE ae of 54 91775404.dwg 2 24 200E 8:500 42 42 AR CmIIIIIII jliil IIIn llliili�i jli it — IIIn�IIIIIIu LEGIBILITY �InIlIII111uIIIIIIJIInIInl11nlllluLEGIBILITY STRIP o I a e 881 10 I I 12 I� 14 le 17 le 19 20 21 22 23 24 2S 28 27 2E1 29 30 pmm.i cm 3 4 ` �I�I� 'III''IIIIIIIIIIfII�'I'I' I M0111 I�I -N .I.�. a�IOL• OI � . LLL111L1i1� 1�:11�II� .I,I,I,I Ot CD 111 11 0119'"'ll — .. +rY•11.!ai!•�rrm.. .. - - ..4A *11l .'—ft"111 "ooM+M- ~wrowr+. .. 1 ft I1 �. y -- --------- ipp- I 97'-0• A ROOF FRAMING PLAN ROOF FRAMING NOTES= - 20'-6" 16'-6" -- 30'-0" 50 30 1 ) CONTRACTOR IS TO VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN OR NOTED WITH L -- 15'-0" -� 15'-0" ---� 7 52'-0" 8 _ _ 13'-0" OTHER DESIGN DOCUMENTS (ARCHITECTURAL. ETC ) NOTIFY ENGINEER IMMEDIATELY 560 /-� OF ANY DISCREPANCIES FLETCHER FARR AYOTTE P.C. 21 METAL ROOF DECK TO BE 22 GAGE VERCO TYPE "HSE-36" LAYUP TO BF TWO AW IIFFECIURP. PLANNING INFERIORS SPAN MINIMUM. WELD EACH DECK PIECE W IH 1/2" DIAMETER PUDDLE WELDS AT SEVEN ROOF FRAMING LEGEND oM S q' THIRD AVF.NUF su1rF 2« LOCATIONS TU EACH SUPPORT AND BUTTUN PUNCH SIDE LAPS AT 24" OC -ON S-W T OR AVE 9�20J2SU IF 2 DECK SPAN UNLESS OTHERWISE NOTED WELD TO MARGINAL MEMBERS AT 24" OC DECK SPLICES -INDICATES SPAN OF METAL DECK AND ROOF SYSTEM 7.0 BE LAPPED 2" MINIMUM OVER SUPPORT AND WELDED WITH 1/2" DIAMETER PUDDLE PHONF.:(503)222-1661 rAX:(503)222-1"0T _ W9_X.10 1 SEE NOTE ,N2 SEE NOTE 02 WELDS AT SEVEN LOCATIONS EACH PIECE A"A A'FFADESIGNCOn1 3) Al CONTkACTORS OPTION, HILTI DECK NAILS O.C.B.O. #4373) MAY BE UTILIZED TO r ( U, M U -INDICATES MECHANICAL UNIT WEIGHT AND LOCATION- SEE DETAIL 560 ATTACH METAL DECK IN LIEU OF WELDING HILTI ENGINEER SHALL BE REr ONSIBLE XXXX0.' FOR TYPICAL CONCRETE CURB FOR SELECTING THE APPROPRIATE NAILING PATTERN TO MATCH OR EXCEED DIAPHRAGM 4. VALUES PROVIDED VIA WELDING _ONTRACTOR SHALL SUBMIT FORMAL REOUEST FCik 11 \ CHANGE IN WRITING TO VLMK ENGINEERS FOR RNA'. APPROVAL i•� W$ X 10 TS60j1 X701 N�k( 1F SPAtiL�kt I ;� z I ;� O -INDICATES TUBE STEEL COLUMN � sic, n I I 4 ) CONTRACTOR 15 TO VERIFY ALL ROOF OPENING SIZES AND LOCATIONS REINFORCE M > L.rrW►'+•►�•r ~�+•�•�' I -INDICATES WIDE FLANGE COLUMN OPENINGS PER DE 'AIL 11 W , 60 � I W8 X t0 J ------ -INDICATES CONTINUOUS LED:,ER ANGLE- SEE DETAIL Sfi0 1 ROOF DESIGN CRITEPIA: 12 z FOR TYPICAL CONDITION 01HER CONDITIONS DEAD 20 PSf S60 11 T_ { 10 p �� AS NOTED ON PLAN LIVE = 25 PSF In k 1 r`1 S.:O - 7 �- - _ _ o o -INDICATES METAL ROOF DECK TO BE 20 GAGE VERCO TYPE HSB-36" SIDE SNOW DRIFT AS INDICATED - SEE 1/S602 I W8 X iG x v 1 LAPS TO BE TOP SEAM WELDED AT 12" OC. PROVIDE SHEARTRANZ 11 AT EXTERIOR DEFLECTION LIMITED TO GREATER f n Y a BOUNDARY OR ALONG DRAG STRUTS INDICAIED THUS Of LL/240 OR TL/180 4 1/4" I ti OTHER DECK INFORMATION TO BE PER NOTE 02 ry < \ GIRDER DESIGN NOTES: (ROOF) W14 X 22 IJY8 X 19_ - -INDICATES METAL ROGI ; EI.K SIDE LAPS TO BE TOP SEAM WELDED AT 12" O.C. PROVIDE SHEARTRANZ AT EXTERIOR BOUNDARY OR ALONG DRAG STRUTS AS 1 ) GIRDERS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD F FAl e S ` INDICATED THUS " OF 600 POUNDS LOCATED AT ANY POINT ON TOP CHORD 15 '0 OTHER DECK INFORMATION TO BE PER NOTE #2 a 40 O.H 1'' 2 ) GIRDERS TO BE DESIGNED FOR THREE ADDITIONAL CONCENTRATED LOADS - L - SIM t• - - OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD m -INDICATES CONTINUOUS DRAG STRUT a\ 1vF 3) AN AXIAL LOAD OF 3000# IS TO BE TRANSFERRED THROUGH BEARING SEAT �tiI o xI x ` cgp�j -SEE GIRDER LOAD DIAGRAM ON SHEET 13/S601 4 ) DIMENSIONS SHOWN ARE NOMINAL SEE PLAN AND DETAILS FOR m. _ _ BEARING CONDITIONS - - 10. -, >p of 5.) ALL ROOF GIRDER BEARING DEPTHS TO BE 6~ VLMK Ci�t1SUltInI� Er,a1rIF�T; M1 u - SIM W12 X 26 m 6) NO NE T UPLIFT FORCE ON GIRDER = _ W14 x 22 _ �- 1 YV' o,) we X 10 r l 4 JOIST DESIGN NOTES. (ROOF) �• "' �"' ; ^ � -- 1 ) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD ' x , x W8 X 10 c OF 300 POUNDS LOCATED AT ANY POINT ON TOP CHORD ~- h o 2.) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD -� o W12 X 14' (o S a 0 TYP x I �' "' - OF 300 POUNDS LOCIED AT ANY PANEL POINT 0 BOTTOM CHORD / P I T P f R ALL ROOF JOIST BEARING DEPTHS TO BE 2 1/2" UNLESS NOTED OTHERWISE / 4 ) AN AXIAL LOAD OF 30000 IS TO BE TRANSFERRED THROUGH JOIST BEARING SEATS, 6 1 UNLESS NOTED OTHERWISE 560 1 5.) NO NET UPLIFT ON JOIST ' / TYP z v % 1 /LA 165'-0" v) 1 31'-6" 31'-6" - ' - -- - -- - 13'-0" TvI- T 7 l 4 �II I ;60 LJ .. - � - -- � - - .- -- - --- ---- -.. .. �1 a i S 6x3xJ,/1�- 1. . ..•.� "+ I W L4x3x1/4 (LLV) 'v o o L4x3x1/4 (LLV) a� Y L4x3xl/4 (LLV)-/ i I AT 6'-0" O.C. AT 6 -U O L. r _ a AT (7) EO SPACES w 18 , ( 6, G. 1 \ z r - ) > ^ J ry��P ti ,A ( -`=OK ,(<I''1150) A T 0�'__(1'- ,L I I L- -` _ - - O iOfl' x' x' x I 10 nI < I i 5 - ' S'-7' 1 s 1 24 VG 4N ;4)QQ VG 410; 36 `,G N 9 1M 36 G 6N 9 ik 3 vG 6N 9 k - 36 VG 6N 36 vG f,N a tk '� S�° SOUTHVA'EST 1 / t-: M - {�' ' �'�� CENTER 2 I ' w10 12 w8 x 10 I I ( L _ I �� Cncl .i C�6o I I I �I 6D �..� I L5X5X3/8 M p 1 x O � I ( 7 I 6 b I w w 1 O S601. � - x W10 K 12 TVP I < a \560 -- -1 L4x�x)/4 (LLV) , - - DECK SPAN 1 r AT 7 EO, SPACES I - SEE NOT'c 2 x Y ti 1 0 6 I w I 11 5 ---_ - 24K (27 N ! -. n °° n z \360 150) q -0" o,- i" I .1 - z U 'T I I I 2 I I. 56 Q > �-1-'- - - W14 x n Q I I - _�•`-�s - - - - TYP I > °�° I W12 4 1 - - (� 'oo� Final Plan t_'heck Set 2'25/00 _ 9 2 7 L4x4x1/4 I 560 J FRAMING �� I -T p �' 1 (V �f N sm �' • 0I 10 BE I N1 PER `�.,.l._ Y �6 i 24 (170 iS I o 11/S601 t L4x4x1/4 - i v P 0 Al K LI. C 1 «- - U 0 N. �. Q�� L4x4x�4- 1 1 1 pp 0 - - -- - - -- - -1 W10 X 12 (2�}6 VG 7N �21�OA1. � `, SOU 24 VG E9.4K 36 VG N 9.1k 36 G 6N 9.tk 3 VG SN 9. k 361 VG 6N / W12 X 6 - / 1.4x4x1�4 -- W I 24 V 4N 9.1 t1 i �F �~�• �l I ' s y PROJECT Nl,ht[IL:R: 9917' i 16 -- --- - - - I z 1 I p 40'2 H o n I a DATE: 2.25.00 oa ^ o' -20K (238/13 qT 560 o o I x . r . x 7) QUAL c� CEe� ` ES60 t . x . x . I �' - W 1 DRAWN: ARM ,HD 20K (2 0 150 I 1 cr ;' AT 6'- „ v 00 0.C. t8 270/1 AT o APPROVED: TN z t p" C a - - - - - �- -,--- 20K 27 TSO) rl I _ .. _ ------- ----- r� CONCPETE SPAN -O. O.C. I-- I PLOT DAT[: 2-25.10 L4x3x1/ (LLV) y IcK 70/150) I RF.VI510NS: 6 CONCR TE SPANDREL AT 6'-0 .C. AT 6' O" 4 �S_§10 L,1� - 20 72/150 AT I 601 �� I T. C. i o I - I In NCS A i i r,ONC ETE SPANDREL I 1 I L - - - - - - - - - -- - -- - - ---- - - - 4 6 _ 510 . - --- - -- - - - --- �- - - -.-_.-- -. - � - - __ - -- - S• 0 S60 S60 4' 0" 20'-0" 4'-C"� S60 S 0 7'-0" 11'-0" SFO 40) TYP TYP, TYP. TYP. TYP -YP. 52'-0" 28'-0" I 52'-0 18'-0" 52'-0" 15'-0" 15'-0" ( t 30 37'-0" 19'-0" 20'-0" 31'-6" 31'-6" 31'-6" 31'--6" _ 30'-0" --- ROOF 262'--U" FRAMING VL/MK PLOT DATES 190/8//99 99 190 36.45 KAN AN 10/27/99 11.37.41 KAN 11/1/99 10:21.19 ARM 1112199 15 30.1 ARM 11/10/99 14:36.27 ARM 11/23 99 14 57.30 ARM S5s01 1 �- 12/1 99 10:43.40 ARM 762 SW Durham Rd. 12 22 99 11 32.13 ARM SIT2000.00001,BUP2000-00016 -- 2/22/2000 11:53.10 KAN 49 of 54 91775501 dwg 2/24/2000 11:15.40 ARM l3 10 i III 21' I II'I3I I I I I IIa `111 11I IIB 7 18 119 210 2 r* Cm '1"'I "II! ''�' "'lull III,, Illi IIII IIII IIII II!' illl IIII II IIII IIII III LEGIBILTTY STRIP o i 2 3 a s I I nllli' IIII 10 MM I cm 21 2 23 24 A 26 217 28 29 iv C DJ HONI + TOLi VL 1:. . ... .. - ._ .-..t�M.�x+..�M�er.+MsaMVM�9M�•.,MiLAr. ,M.n•+. - , '•IMIIrlh9lt.MM.w.MM'.M.T°•".^'•"rw,•..«,w.�wIMIM.bFYwv,-..wyll.�.�1, :"rRMtiM�N!TM,+"....•"•••_ mRN'.M/QAw✓nr _ .. ." ,., www. .... -. M1"Y r.•P N.MV4., ... .... .. .. .. . . ..-•Mw,M"u.�MtvM•••."v~�'hw ., ♦`IRS.'•, .. ... ..SAM.YgSpMWM+R�.NI,/IIM,Vv.MYMM• .MiM•?AYY �II t r ,,n4 'T. LEDGER AND CONNECTION PER DETAIL •FAv �'/ X60 1i2-Z--<PER PLAN _ SEE PLAN FOR JOIST SPACING -PANEL JOINT J � BREAK LEDGER ANGLE 3/16 \ 2 '\TYPICAL y6o AT PANEL JOINTS S60 KETAL ROUE DECK PE PLAN METAL DECK PER PLAN X60 - TYPICAL 1/4 [" ROOF DECK PER PLAN 116 ` METAL DECK PER PLAN + r• STEEL JOIST PER PLAN -- ----:_ ----------- -- - I _ _ FLETCHER FARR AY. I'G, P.C. 41 4<TYPICAL TYPICAL 1 4 4 * ----- ^- - ARCNITEC771xt: PLANNING iV l'1'x10rtS _- --- - -- - - AR 5.11' THIRD AVENUE SUi7G 2110 F >D - -- VERIFY WITH -ERECTION BOLTS --- -�t - PORTLAND, 0".60N 97204-24 1-' U S A 1=x - MANUFACTURER AS REQUIRED PIIDNF (503)222-1661 FAX,1503)2221701 J \ � e:N'N'FFADEti1rK('OAt �` L 5X 5X 3/8XCONT 1 4 r I PLATE 1/2" X 11" X 1'-4" / BETWEEN PANEL JOISTS CENTEREG ON COLUMN / 1 1/2" `\ \ I STEEL GIRDER PER PLAN • TYPICAL ERECTION BOLTS I 't L 5 X S X 3/8 X 0'-10" AS REQUIRED \-EMBED. PER DETAIL ` / \ / S40 NTH 1/4" STIFFENER PLATE j 1\ , 1 4 \ I EMBED. 'D' PER pETAIL 2 EMBED PLATE \ 540 PER DETAIL t-5=6-0�j ---- STEEL JOIST PER PLAN , 6 K - �I -�------ - CONCRETE PANEL-- • uuJ L STEEL GIRDER PER PLAN -PLATE 1/2" X 6" X 6" STABILIZER DO NOT WELD BOTTOM D BETWEEN GIRDER BOTTOM CHORD STEFI JOISTS P PLAN ANGLES TO PLATE TYPI, _ ANGLES TYPICAL STEEL JOIST PER PLAN I 3 16 TYPICAL WF COLUMN PER PLAN--�-----� I� ROOF GIRDER AT WF COLUMN 2 ROOF JOISTS AT GIRDER ROOF JOISTS AT CONCRETE PANEL 4 ROOF JOIST AT CONCRETE PANEL = - 1 1-',RF01dw1 - ,' C �/l 177RF02dwg 1 1 o 1: i1 F awl , . , -G Cr�rl -I<F^4dw,T - VLMK Consulting Englni-' SLOT WELD SHEARTRANZ TO ROOF GIRDER LOADING DIAGRAMS -LEDGER AND CONNECTION 3 8 X 1 \EACH LOW DECK CORRUGATION PER DETAIL �\ MYPE GIRDER LOAD TL/ LL 601 'SHEARTRANZ TO EACH (TYPE) r • � PER PLAN � 1 16 1-6 HIGH DECK CORRUGATION /.- 1 2 LEDGER ANGLE PER DETAIL S�(j EMBED 'C' PER DETAIL v0' EO EO � EO EQ. P EO P EG P EG�W / VERCO SHEARTRANZ-11 3 16 2•<TYPICAL � j7'_C" / •�.��-�.G�� METAL ROOF DECK PER PLAN t 2 PER PLAN AT EACH LOW DECK LEDGER ANGLE PER DETAIL 1 3 1 P . 4 4K/ 2 4K W 135/ 75 PLF / •'YN C I 172__Z7_<CORRUGATION "5601) �• �' STEEL JOIST PER PIAN PANE. METAL DECK PER PLAN ~ - METAL DECK PER PLAN ROOF DECK PER PLAN EU P E0. P E0 E0 �, EO EQ EO h )nIN f (�� i 1 rotoon r_1 36K/ 2 O W +19 ' E6 PL: .i r• 1! Ir•�}..o�.T.�.�. �-LEDGER ANGLE PER DETAIL W P IP P / -PLATE 112" X 8" X 1'-0.. = - - - 19 -0.. ,. WITH (2) - NELSON STUDS 1 74+-4 r 3/4"• % 6" � P � 5 OK,' 2 81; W . 135i' 75 PLF mm. BEARING SEAT P - 5 CK/ 2 8K W P P F ROVIDE EMBED PLATES I 5 I 6' 2 P� .} ERECTION BOLTS n 6' 3• 3, 16�V FOR LEDGER CONNECTIONS '' A$ REQUIREp P2" 1 8 SK WITH 1/4" STIIFFINER AT CENTER AT EACH SIDE OF PANEL 20-C" - EMBED PER DETAIL 5 t/2" JOINTS AND AT 5'-0" 0(-. 1/2" x 6" x 6" STIFFENER P - 91K/ 5 OK / BETWEEN JOINTS WHERE 3 W 135; 75 PLF ERECTION BOLTS JOISTS DO NOT SUPPORT P ,F P P ,-w • 580 AS REQUIRED 1 4 E� E� EO � E0 � EC 4 5r TI N A �) -�+- - �- P . 4 1K 23K W s 13"5 � 75 PLF 1 4 Pi 4.1K/2.3K P{- 5.5K MECH L 6 X 4 X 1,,'2 STABILIZER ANGLE 3E TWEEN GIRDER BOTTOM CHORD P_- 4 2K MEGA P4- L 8K, 1 6K A GLES TYPICAL SE uRE to PA w l t* 1/2 DIA x 4 EMBED DRILLEC 6, 1 2 6 1 3 4 5 1 4 E 1 4 6 �a ANCHOR BOLTS tel/ W V/ V/ ROOF JOIST AT CONCRETE PANEL 6 ROOF DECK AT CONCRETE PANEL 7 ROOF DECK AT CONCRETE PANEL ROOF GIRDER AT CONCRETE PANEL 4 5' P1 6' 6' 6' 6' P1 3• _1 I� 31'-6" ��(J 1 77RF05 dwq 1 - 1 -O 60 177RF06 dwg 1 a 1 -0' l + 177RF07 dwg 1 -777-•0 1 7kFi)g jw t 1' I'- G V Pi = 4.1Ki'2.jK P1- 4.4K MECH BEAM PER PLAN --- P.,- 15K MECH P4- 2.2K/ 1.2K JOIST AT SIM. H" f0 ZO" � a/16j\ CONDITION - ---------- I (2) - N4 CONT �- 1'-0" _1 6' z2 6' 04.5'24 E' w4 w <' �`- Mn. ROOF 5' I1 6' It 6' Pt F• �1 6 SOUTHWEST N5 VERT. Al 15" O.C. - PROVIDE __ DEUK �- w. » LEDGER ANf•LE PER DFTIAI ST9 HOOK = TYPICALLY EXTEND 'wL& Q, ROOFING OVER 6" CONCRVE WALL UNDER MECHANICAL UNIT - W Pt = 4.1K/2.31( P3- 4 4K MECH CONCRETE 8" CONCRETE WALL NEXT TO CONDENSERS / NOTE PROVIDE L 2»2x1.8 EA 1 K x ROUND HOLES LESS SIDE OF OPENING, PERP m P2- 1 SK MECH P4- 2 2K, 2 /-/5 AT 12' O.C. THAN 8" DIA. REQUIRE TO DECK FLUTES. EXTEND W NO REINFORCEMENT PAST OPENING 12" EA SIDE - �P2 �P3 IF4 1F4 1�1 (2) - N4 CONT. / . 81 5 5' V/ 5 5' V/ 5 5' V/ 5 5' ` do SCREW W/012 SELF-TAPPING -� SCREWS TO EA LOW FLUTE •) ' P P P F, OPENINGS W TO 2.0' _ ENCOUNTERED 5.5' 1 5 5' 1 5.5 1 5.5 5t 27'-6" 3;16 - \ BEAM PER PLAN COPE VERT LEG 10 AND BE ON ADJACENT !^1 n - 41K/2.3K P - 5 5K MECN. /ORMLOK -PLATE IDE x 2 x REQUIRED 3 SIDES CONNECTION PER DETAIL �5 V 3 DECK EACH SIDE OF WEB ANGLE OF JOIST (1" MIN ) 3/16 P 2 8K,' 1 6K P- - a 2K MECH. 4- --CONCRETE MECHANICAL SLAB EMBED 'C' PER DETAIL &40 �P2 �P3 �P4 �Pa Final Pian ('heck Set 2'25,00 NOTE SHORE ROOF DECK W/ M4 AT 18" 0 C EACH WAY __- �_ 5.5' Z 5 5 'L 5.5 V/ 5 5 Vi 5 5' FOR CONCRETE PLACEMEN' CENTERED IN SLAB ABOVE DECK RIBS 1 2" MAX. MTL. ROOF P P P BEAM PER PLAN PROVIDE L3 x 3 x 1/4 DECK CONCRETE TILT PANEL �P1 5 5- 1 5.5' 1 5 5' I 5 5' S.5' j _ REAM PER PLAN AROUND OPENING NOTE- CONTACT ENGINEER �- 27'-6" OPENINGS 20" TG 4E' 48R HOLES LARGER THAN JOIST PER PLAN - a MECHANICAL UNIT CURB 10 ROOF FRAMING DETAIL 11 TYPICAL ROOF OPENINGS l ROOF FRAMING DETAIL 1 ROOF GIRDER LOADING DIAPHRAMS MECHCRB.dwg 1' = 1'-0" 177RFtO dwg 1" = 1'-0 G:\ACAD\ACTIII\Mu-2.dw 1" - 1'-0" 5601-12A.dwq 1" = I'-C" RF_SCHDL dwg I 'P-" 1' - V' �0�1 60 60 9 - X60 ��0. PROJECT N11MBER. 991" 4 ) UA EE: 2-25.00 ter; DRAWN_.__ _ ---- TS DRAG STRUT PER PLAN 112" PLATEx5"- ARM 'BD x3'-0" ' SEE 15 FOR 560 APPROVED. TN ADDITIONAL -? PROVIDE PLAN/ 1 2 DECK PER LPEROPLAN * ° INFORMATION SHEARTRANZ" / _. CONCRETE AND WFI_U DECK JOIST PER PLAN PLOT DATE: 2-25-00 �T__ EACH SIDE AS WALL PANELS 4 _ _ _ INDICATED ON PLAN 3 161. 2-12 - (LD) REVISIONS: �- - GIRDER � - T5 3.5»2.5x3/16 �- BLOCKING BLOCKING BETWEEN PER JOISTS 16 SECTION TS DRAG STRUT _-- - -- 16 2" - PROVIDE \ 560 �� - �--- 3, "SHE<RIRONZ" GIRDER PER PER PIAN 5601 �-- GIRDER PER - - AND L K PLAN PLAN METAL ROOF EACH SIDE AS 3 1-6f--. 2-12 -___------ - - DECK. PER PLAN INDICATED N LAN / JOIST PER I-�- -� - JOIST PER TS DRAG STRUT - \ PLAN _ �' PLAN PER PLAN --�\ \ - GIRDER PER RADIUS--- j i 2" MAX. CiOiST PER I" MAX. PLAN \ / / - --� (A) PLAN t'�T PLAN - I ANGLE PER j - I TS DRAG SMUT - TYP ANGLE PER PLAN PER PLAN -'-- 10' " PLA PLATE COPE VERTICAL LEG -- - A 1/4" PLATE» TYPICAL BOTTOM AT SUPPORTS AND ROOF FRAMING v EXTEND 4" MIN �- --_--- --- I BETWEEN SUPPORTS A SECTION DETAILS 1/4 �_ ROOF DRAG STRUT DETAIL 15 ROOF DRAG STRUT DETAIL 16 GIRDER BLOCKING 17 DRAG STRUT INTERSECTION - PLAN VIEW 18 ROOF DRAG STRUT DETAIL VLMK PLOT DATES: S6G1-15.dw 1 - 1 -0 12/1 99 11 : k6 ARM S6001 1 i �r -- --r-e 111/2/99 14 21.35 ARM �(_�(_) 9 5601-16.dwg 1 = 1 -0 C:' S6U1-17.dwg 1 = I'-0 5601-18.dwy 1 =- 1 -0 5601-14.dwg 1 = 1 -0 6 0 6 0 `� Q 1/299 15:54.6 ARM 12/22/99 8:48.30 ARM 7632 SW Durham Rd, 12/2/99 15 4 54 ARM SIT2000.00001,BUP2000-00016 ------------ 2 22 2000 t 1:31.52 KAN 50 of 54 9177S601dwg 2/24 2000 8-52 22 ARM cm 10 1112 ��3la � �IIII�IIIIIIIII(IIIIIIIII�IIII� LEGIBILITY STRIP o I 2 3 4 9 9 16 I7 I8 19 2G 2I 22 23 ea 25 26 27 28 29 JO 10m . �m CD ZII I'1 01 q 4 HpNI 0181-8 Jl II'lIIIJ�LbL�Wa11 jj_1il�l�l�lLll,11[lr111i1�I�1.1�I�lllilill.I�I.I lalllL�I.I.�W��I.�I.�I.�IIll]WaI.ITJ-11.1111.��1il��1.IJa.II�.)JaW�l�l�l»�IilaW. 0 .. .. ..... .. ... .. _ - ., - «.n....,"...-.-....F,._ .. _..-..". . . ....,.,..._.........,...,.,.....__.,,.....«-......,.-,.,w,..-,. ..,. ..-..,x.„,....,...... ,.«.s.....-..,«....«.. ,.,,. ,. ,•,....»",.».,.�« ,...........,•,ti+nan.nn.... .......,.w•w�.�r-s".,a»F-..,.......«....r.."+."._,."......-.*v.M ,.-,-o,.,,.,,.......�........,.....+...,.,...,..._.,...._.....,......,...........,r, w•.�.,.w.•...•..s....r.....n...,r.,,,.,r............,.., .+w•.....•...."..,..",»................,.,...n...w.»..,,..,.w....+lr. .... !1-«lau I FFA RETCHER FARR AYOTI G,P.C. AN('FII'CFC-IURF. PI-ANNING IN I I-NIORS '08 S A' THIRD A\ENUF SUITE 200 POK7IAND, OREGON 97204-24J7 U S.A. PHONE (503)222-1661 FAX (503)222-1'101 WWW FF.-Wli.CONI I i I v J r ORF y� ROOF SNOW DRIFT r ,Z•31.0 TTYPI'a- 25 PSF SNOIA :6D (NC' '. ,L)ED IN DK;' � INDICATED '�yyEl(jNT 21 PSF a I � I i i 37 PSF 104 4 .1 SOUTHWEST U. ` =� CENTER 1 SNOW DRIFT (1" S_SNOWD'Cog N T S Final Plan Check Set 2'25/00 METAL ROOF DECK PER PLAN 3/16 3 METAL ROOF DECK PER PLAN - - _ _a - - -- --- VERIFY v — - - -- - --- _ i-1/4" BENT PLATE x 3 BEARING BLOCKING BETWEEN JOISTS v DEPTHS �,( \ AND GIRDERS 1 PROJECT NUMBER: 991-- L 91-- f ' - - JOIST PER PLAN / r 3 16 2--12 DAfE: 2-25-00 GIRDER PER PLAN ARM [1D BLOCKING BEYOND / [)R.4�N: PER fff — ----- ti 3 ! \ OAPPROVED. TNN 1 JOIST EP -- --- — — Ki GIRDERS PER PLAN BEARING SEAT PLOT DATE: 2-25-00 REVISIONS: 2 GIRDER BEARING SEAT 3 C)EEP BEARING SEAT'S BLOCKING --- — — -- �O 602-2dwq 1-77'17 0 602 3dw9 7 = 70" _.._ ROOF FRAMING DETAILS VLMK PLOT DATES: S64, 02 1 12/22/99 11.3327 ARM 7672 SW Durham Rd. 12/23/99 14.56 42 ARM SIT2000-00001.BUP2000-00016 —` 22000 11 32 44 KAN 51 of 54 91775602.dwg 2 24 12000 8 53,53 ARM C(11 IIiW7il�ni ��unlllu�� u�Ilnln LEG18IL1TY STRIP O 1 2 3 a 5 6 7 8 9 IO I I 12 I13 Ila IIs 117 19 19 20 21 22 23 2a 25 216 27 29 29 30 omm. cm CDL I I I (11 ` NONI tlJl Oi �1,11111a ►1a1�1�i�1 tl�Wi1.��J1JJ1111aJ11 �il�l�llil,.ltl�l�lLlll�1 tl,1t!w)Il�1L�I,. I��l�!�11111�L�Lt1W�lil�u1�Q Oz Xk V .N .. ... , .,..,. -: . .,.. .. ., . .. _. w..1..W�.'ur FMra•.Y..wT9Mgw+rM-Iw.•�+-4�+Yrn..Yw.Y.".F.rn.Mr.,..I:M.•r.w.....r,yr�.a.uurr.r.Y"r.W..ri.•ur"•M !�'/inr�Wr4Mq�•n. � K ....._ "..—yP� � y �r l I i -- CORNICE PER ARCH , ATTATCHMENT BY OTHERS FFA 55 TYPICAL PANEL REINFORCING TO BE (15 S AT 14" O: EACH WAY - 4x F.T. NAILERxCONT. (2)-N4 PERIMETER BARS TOf AND BOTTOM DIA.xB" J-BOLTS AT aB" GC OF PANEL PROVIDE EACH SILE OF PANEL i d* a Ljj MVE REINt RCING CAGES ARE NOT PRESENT + r 570 570 )R570 T TYPICAL (2)-p4 PERIMETER BARS TWO CONNECTIONS AT EACH SIDE OF PANELS TYPICAL PANEL FLETCHCR FARR AYOTTE,P.C. _ TC BE AT PANEL MID-HIEGHT AND 1'-6" 0' 3' X J/8" X 1'-0" FLAT BAR LOCATE CONNECTION AT MID-HEIGHT AND 1'-0" BELOW REINFORCING ARC'HITEiC•111RE PLANNIN(i INThRIORS LOW TOP OF FRAMING - IUP Of FRAMING (2) CONNECTIONS PER PANEL JOINT PER PLAN '08 S W THIRD AVENUE SUITE. 2Uo WITH 2- 1/2" DIA. % 1'-6" NELSON / - DEFORMED BARS BENT AROUND EXTRA WHERE PANEL JOINT OCCURS URSAAT BEAM ONE, LOCATE ONE PANEL CONNECTION AT MID-HEIGHT ONLY. PORTLAND.NEAS03 ORhGQN 97X (SOI' USA _ —WHERE 3'-0" EXTENSION PAST OPENING S NOT VERTICAL N4 BAF 9Y 4'-0" LONG. PHUNE:ISUlJ222-1661 FAX.1503)222.1�I11 r' POSSIBLE PROVIDE 90' HOOKxO'-6" C(At EACH SIDE DO BUTTERFLY PLATE xCONNECTION8" HATH 1/4" NOT OVERHEAT SLOT TND 1/2" 111 CENTER HOLE. PAN T -- TYPICAL VERTICAL REINFORCING TO HAKE l PANEL OP I / BEND OP AND BOTTOM LEGS W - i 6" STANOAkD 90' HOOK EACH END / 0'-8" LONG FILLER ROD BY JOINT OPPOSING DIRECTIONS TO FILL JOINT i (NOT REO'D AT ROOF) / WIDTH + 11/8" owl I CAULK JOINT - 2 1/2" X 2 1/2" X 3/8" % 1'-0" ANGLE WELD EACH LEG. -- /WITH 2- 1/2" DIA. BY V-6" NELSON 3/16 4" DO NOT OVERHEAT DEFORMED BARS BENT OVER EXTRA 3/4" ///��EMBED ANGLE EA FOR REINFORCING CALLED OUT EACH 6 N4 BY 4'-O" VERTICAL / PANEL SEE�` EXTERIOR FACE U 0 N ` FACE (E F ) LOCATE 3/4' MAX CLEAR t- 2 1/2" x 2 1/s x 3/8" x t'-0" ANGLE INTERIOR FACE ` / OF EACH PANEL FACE -(2)-N5 BARS AT TOP AND BOTTOM OF ALL 570 WITH (2) 1/2 [IIA x 1'-6" NELSON (\ 570J OPENINGS. EXTEND 2'-0" EEYOND SIDES (POURED UP) 0DEFORMED ANCHOR BARS BENT r 1 1/2" CLEAR Of OPENINGdh / OVER M4 4'-C' VERTICAL i.MW..,htlxWYWWY..nyN•tl�,.." .wy� PANEL THICKNESS -FULL HEIGHT REINFORCING CA;ES PER PLAN ` I ` !� f AS SPECIFIED 5 I 3,'4" TYPICAL CRITICAL ANor 570 f rrrox,n FINISH FLOOR - NOT TO SCALE EXTERIOR FACE U O NSEE ADDITIONAL � 2 NOTES \`P DO NOT BACK UP ROD DIA TO BE 3/4" CHAMFER AT _URFpCF 20' 570 3/ 6 3 \OVERHEAT EXTERIOR FACE CION 1 1/2 TIMES JOINT W13TH L•XTERIOR FACE N 'l> POURED DOWN --_- ADDITIONAL NOTES AT DETAIL 1/5701 ( 3/4" CHAMFER AT ALL -- - - FOR BRICK VENEER CONDITION SEE DETAIL 9/701(SIMILAR; _-0-8" LONG FILLER ROD EXPOSED PANEL EDGLS CAULK JOINT X JOINT WIDTH +1/8" EXCEPT WHERE BRICK 3/4 ADDITIONAL NOTES AT DETAIL�q PA.!JEL EDGE 15 PRESENT SEE ARCH ='.C IV L-_ TYPICAL PRECAST WALL PANEL PANEL CONNECTION — OUTSIDE CORNER 3 PANEL CONNECTION — INSIDE CORNER 'TYPICAL PANEL CONNECTION 5 PANEL CONNECTION '&Ve Consulting 1/4' a 1'--0" S5-2 dog 1 1/27'1 -C 70 5701_I dwq I 1 ! - I D I S701_10 dogr-T— _ r , ; —- N3 TIES AT B" 0 C »4Ir "" TIES PER PANEL BAR IQN AL 1 HOOKSNATE T ,L A n�N -- M3 IES x = AT 8" TO OF HICKS TYP N3 RES AT 4" 0 C 1'-0" ABOVE AND BELL OPENINGS t /� / ` LONCdTt'GINAL BARS 'ND BALANCE AT 24" TYPICAL ` • r - PER PANEL ELEVATION SEE PANEL ELEVATION 1./4" CLR TVP _.------••----------- -•--------- I ~ Iry .i "7154. 10f� J�JGS'IN _ EXTEND • • I - - - - - - -. . _ - - - - __ ._.._ ARCHITECTLRAL BRICK • • HORIZONTAL CONDITION AIjQ i� 1" ALLOWENCE FOR ALTERNATE -A - � N3 TIES AT 4" 0 C AND REVEALS �G r �ay • TMRU O AGES' LOCATION OF HOOKS. TYP \� LONGITUDINAL BARS )VERTICAL BARS AND TIES EOCH FACE PER PANEL ELEVATION '/4" PER FANFL ELEVATION, CLR TYP 6Kf (Z"4�1'Ol1 j _BETWEEN PANEL JOINTS "CUT - + 'wj�� 1" ALLOWANCE FOR (1 1"2• MAX ) -- HEAVY TOOLED _. -___ ___ _ -_.•______ ________ _ _ ___ __ . - ARCHITECTURAL BRICK 1 U PANEL SECTION 3/4" CLR TYP •t• EDGE AT POURED 0 AND REVEALS 7 V UP SURFACE V • TYPICAL. aw TY-MAL CONDMON 3/4' ixx��.x�xr� R TYP NS AT 14" O.C. ALTERNATE LOCATION �_-- #33 TIPS AT 4" ': I OF HOOKS. TYP. EXTERIOR FACE U.O.N CONTINUOUS - LONGi%iDINAL BARS AT PANEL JOINT OR EDGE 8 PANEL SECTION �-� FFR PANEL ELEVATION 1"CLR O '01_03 dog 1 1 12 • 1 -0 11 1/2" MAX 4" CLR. TYP +-,r• �- N3 TIES AT 8" O.0 • • d t" ALLOWENCE FOR _--- - --___- ---------------- -- ARCHITECTURAL BRICK OPENING OPENING N5 AT 14" O C WITH LONL BARS . AND REVEALS I • OR EDGE � OR EDGE T* o 90' STANDARD HOOK EA(,H ERCP NENAEIEVAT10N S;4" ENG, TURNED IN PLANE OF ')ANEL /- INSIDE FACE _.____.._______ _.. __•-- ----------- - 0 CLR TYP BETWEEN OPENINGS OR EDGES PANEL SECTIONNL TE ' 5701-09 dwg 1 1/2 . 1 •-0- VERTICAL BARS TO BE 3/4" CLEAR AT REVEALS- Dn = LOCATE TIES AT REVEALS. ALTERNATE - CONDMON ABOVE aro F:LOORN3 TIES AT 4' Qf - TIES TO BE 3/4' rLEAR AT INSET BRICK VANEER LOCATION OF Ft HOOKS TYP LONGITUDINAL BARS , PER PANEL ELEVATION ' I !' SS-6.dwq 1 1/2" 1'-0" '" / O 581-11 dwq� 1 1/^2� 77" 1" ALLOWANCE FOR .�:* ARCHITECTURAL BR!(-,K ' irPICAI. REINFORCING TYPICAL REINFORCING SO HNATST AND REVEALS PER PLAN PER PLAN CENTER. T1MAL CCPV (MON_ CLR, TYP, 9 PANEL SECTION 03 TIES AT 8" OCC 70 S701-04 dwg t 172" 171 ' -LONGITUDINAL BARSr ' PER PANEL ELEVATION --N3 TIES AT 18" O.C. -N3 TIES Al 1e" O.C. n ; t" ALLOWENCE FOR CONNECTION PER LONGI TITl1DINAL �, LONGITITUDINAL H1nal1�f �� (III I REINFORCING EACH 1 1 lan Check Set i F ARCHITECTURAL BRICK REINFORCING EACH ` - -- `-- AND REVEALS AT BOTTOM AND 1-0 ; FACE PER `PANDREL FACE PLR SPANDREL « BELOW TOP OF FRAMING i ELEVATION 1 ELEVATION 3/4" } FF 1" 3/4 C_QNDM0N A yE 3r'd_ROOR QLR. TYP. 1 11 1 11 CLR CLR I" ALLOWENCE FOR - 1" ALLOWENCE FOR A ARCHITECTURAL. BRICK ARCHITECTURAL BRICK AND REVEALS AND REVEALS A? -- -- ----- 03 TIES AT 4" O C. iv " I61 -- LONGITUDINAL BARS ;; ' /�' 14 SPANDREL SECTION 1I SPANDREL SECTION PER , ANEL ELEVATION 11 _ Ir 5701_07dwq 1 1/2" = 1'--0" I,I S701_08dwa 1 1/2' = 1'-0' ROOF DECK AND LEDGER PROJECT NUMBER, "I" �_ = V PER PLAN\3 ------ 6 -- - 1" ALLOWENCE FOR _ _ ARCHiTECTURAL BRICK '3/4" THIO ''' " .,K "ALERT TF" 11 -_ ----- - _ AND REVEALS BEARING PAD - SHAPE 11� r-�- DRAWN: ARM BD TO FIT BEARING AREA3 -1 ----------- -- t6 APPROVED: TN TYPICAL CONDITION 3/4 THICKENED PANEL — 1 T.S COLUMN 570 PLOT DATE: 2-25-00 CLR, TYP EDGE UCCl1RS � A PER PLAN � I SOME CONDITIONS a 1 I — A `-- L 6•x6"x.3/8"xPANEL WIDTH MINUS REVISIONS: CHAMFER, W/(3) A706 N60'-0", HORIZ, CONCRETE SPANDP.EL (2.) 05 x 3'-0", VERTICAL - >r 1/4 V 1 PER PLAN " EMBED "B" CONCRETE SPANDREL 4 L PANEL SECTION 13 SPANDREL BEARING 3/4" BEARING PLATE PER PLAN COLUMN WITH x 7" WITH S7C 06 dog 1 1/2 = t'-0" 7Cl SPANK 1" 1'-0" PER 5 0 1/2' z 6" x 5" STIFFENER lli EMBED "B"- TYP. T t 4 PER - I 1/4 II 3 16 I 540 ---� 1/4 -� S \TYP. ' 1 -- I T S 6 x6 x 3/8 x REO'D EMBED "A"- PER A"PER ' 4 x 1,14 If REO'D S7 X40 - - -- �>> - CEILING PER ARCH. PANEL I T.S. COLUMN PER PIAN DETAILS il I I s 16 SPANDREL CONNECTION — PLAN VIEW 1 SPANDREL CONNECTION — ELEVATION f 5701-16 dwq 1 = 1'--0" � 1�1 5701 -17 dog 1" t' 0" S7 ,, 01 VLMK PLOT DATES: 7632 SW Durham Rd --'-- -^�� 2/22/1000 11:24.51 KAN SIT2000•00001,Buvz000-000ls - - - -- - SZo 51 91775701.dwg 2/24/2000 8:54.49 ARM rm _ LEGIBILITY STRIP O I 2 3 d b e 9 Io I I Iz 13 11 1 s t7 is 19 20 zI 22 2^ 24 zs zs 27 28 zs jo Omm.I Cm C DNON' • 102 I'�'1' I I I I'IfI I.I,I.I IOII I I ' Q �I �.I'I I I I I ' 1�''I,','1I I'I,I,'�. I'I'I'I �I ' I,' I'1.I'(' 1 I ' �1�t�1 J U I U�.�I�J�J.�111W 1��J 1141 11�L�1 L11L11 lW LUJ IJJJ Ia4W X11111 W J l�l Ila.I1�W�LiJJ,UJ1Ul► 1W-��11��W1�1 L�L�t .l1 11�U111I 1�1�uw�liJl llJ�.1�l lJa IBJ�I I I X11 lla lJ.l 111 l.l. 0z T� on- M aM . ,. .. 0 No— .. .. .. - - r"qmllIr"Jo'woR1!.MIMAI+W'r_ .. he+w«•.eorn.M.rv,".,....•w..w.+..,+.".w w+M�Mw.«.ww..".."..«,mnrRtw..s.un.nw•.ww,MM.!"rwnB...w.+i,»"+n.«w"...w�.wr+.w..nww+Yl. *�a+w+ANx�+e+rwM.wr.+.MTww.MM..".-»n.+�•'.�naMrMl " 1/)3/4,. 3/4" 3/4• 3/4' f N `j cr 3 4" 1/4" " /t �— TYPIN b 1/1� TYP• 14'-2 1/4" 7 1/4" 7 1 F FA, ;4' 14'-2 1/4" 1/2" N n \ 8 1/2 TYP. TYP 14'-2" 1/2" TYPO. \ 112- TYPICAL OTHER REINFORCING _ -- --- --___-�'_ N iv I TYPICAL PER I/S701 SEE PANEL '25' SEE PANEL '25' SEE PANEL '25' --- FOR RE NFORCING FOR REINFORCING FOR REINFORCING 5 I. 0 P E_ - _ _ ___ _- _ --_- T.O. ROOF S L 0 P E iR --- ----- - OTHER REINFORCING T O kUOF i7 c -... ----- - - --- SEE PANEL '25' TYPICAL PER 1/5701 SEE PANEL '5' SEE PANEL '8' FDR REINFORCING 7 FOR REINFORCING f PANEL ti FOR REINFORCING PANEL 8 ! f FLETCHER FARR AYOTTE,P.C. ql� \ / - e / ARCWTbM,'RE PLANNIN(i IN I ERJoKS 13 3 `70 570 /". ` s ' / P I 708 S W 7HIRL A%'I. SUITE. 200 'D PORTLAND. OREGON 97204-2.11' U S.A - - ,,� -- - -- • PHONE,(503;222-1661 FAX (503)2221 _01 (6)-(y5 LONGITUDINAL (8)-k5 LONGITUDINAL G1 H'A'Y,'FEADESI(i!�COM BARS EACH FACE. - BARS EACH FAC II l MINIMUM OF (4) TO FULL HEIGHT T U. BE FULL HEIGHT (9)-N7 LONGITUDINAL BARS EACH FACE. r FULL HEIGHT AT ---------"—'� - - - - --- ---- f -- - EA CH GIRDER l - (4)-#5 LONGIACH TUDINAL f " •\ FJLL HEIGHT f (�)-(15 LONGITUUINAI (5)-N5 LONGITU INA G BARS FULL WIDTH OF BARS EACH FACE. I PANEL. PROVIDE MINIMUM OF (3) TQ:- (1)-05 O�nQ STANDARD 90' HOOK BE FULL HEIGHT ro1 ol - - -- EACH END 9 570 1 �,, 570 j c 70 �. / ^ Q o QD - r (3)-05 LONGITUDINAL `� --- ' -. / i BARS FULL WIDTH OF ro \ ` - - - -- - -' -� PANEL PROVIDE f -- - --- STANDARD 90' HOOK 10'-0" -7 5/8" EACH END 3'-8 t 'B"� 7'-7 1 �__ _ /-- - s - -+ ^F -► - ! I /8,. 6. 5 7'-7 1/e" 7'-7 t/9" 3'-8 1/8- 2'-7 5/9 8'-11 1 2'"6 7/8" t ' .— .-- - l4'-10 1!4' 14'-11 1/4"� 14'-3 1/a' 14'-10 1/4' - 2-5 s/8 --- -t--r— '38 10'-U" Liz 5�6" O a5 11 5/8' _ 5�-11 5/8• - ----� , 14'-2�� 14'-t1 1/4„ 3/4.. D C_6_7 � �� 'dLMK Consulting TYP 8 1/2" THICK PANEL ELEVATIONS - 7 1 /4" THICK 8 1/201 THICK PANEL ELEVATIONS - 8 1/2- THICK PANEL ELEVATIONS - 8 1/2 THICK N _ T �� h• 3/4-TYP '< - - - - - _ _ SEE PANEL '20' SEE PANEL '14' r' - — SEE PANEL 5' SEE PANEL '14' - r ' yEE PANEL 14 SEE PANE. 14 FOR REINFORCING FOR REINFORCING FOR REINFORCING FOR REINFORCING ( SEE PANEL 'S' H , .1 --I,Ir(Lk REINFukIiN FOR REINFORCING I FOR REINFORCING FOR REINFORCING S L 0 P E OTHER REINFORCING TYPICAL PER I '�r1 TG ROOT _- I - -{ TYPICAL PER 1/5701 = � j - /� __ -- - - `� }� T j•;1.01 i (7)-05 LONGITUDINAL ---- - ----- - --- (e)-N5 LONGITUDINAL i BARS EACH FACE _ M-�_ MINIMUM OF (4) TO �. � - _ BURL EiCHTFACE,-- -.. _. T C 3rd FL. ' it 6E FULL HEIGHT if � �" I . _- \ / � r .` t �- � � \• / � �\\ -_- it `\ / _ �� I --• � \ -~1, o (5)-07 LONGITUDINAL (5)-05 LONGITUDINAL- ) ~ ff BARS EACH FACL_ _ ._�. _-- BARS EACH I`ACE. � BARS E CH FA SINAI ?'' 2^i FL i MINIMUM OF (3) TO MINIMUM Of 3) TO MINIMUM OF (3) TO r N 1 BE FULL HEIGHT t 1 BE FULL E GH BE FULL HEIGHT x 77 X0 I , 2'-S 5/8 + -- 2-5 z . 2'-5 S e" 2' . ----� - 3-10 1 4" - 2'-S 5 e" 2'-S S e". - 1'..5 5 8" - -- - - ( 2 I 2'-5 S e" 2'-S S e" 2'-S e' 1 ;4'-7 5/5" G_ A9 S' t / -e 3/16" -7 5/ 7' /7 7 — 2• a'-7 1/z" 5•_ 4'-1 e J ib" a-7 7'- 1 - — ----- 7'-e 3 16" 7'-e 3/16" 7' -e 3 16" , _7" _ 2" 0" T-7" 7- / s/e" a 3/ 6" 7'-e 5/16" 4' 7 0/e" 7'-e 3/16 11'_1• o _ 25'-11 5/8" 24'-1/4" 19'-8 1/e" - - 3'-10 7/8" �- 24'-1/4" 5.`e" 3'-5 �- [9 3/4" 1Q 3/4:/, 1t -, 3/4. TYPICAL... �ryPICAI 24'-1/4 24'-1/4" 25'-11 S/e" _ , CJ 12 13 14 C_15 3/4" 16 3/4" [� SOUTHWE� T CENTER _PANEL ELEVATIONS - 8 1/2" THICK PANEL ELEVATIONS - 8 1 /2" THICK 3/4• / 1 )3/4- 3/4" 3/4- TYP TYP. " _TYPJi 4" 3/4« 14'-2" 1/2., tYP` 8 1/�' TYP f--_ e 1/2 14'-2 1/4" 7 1/4" PTYPICAL ER 1/S7EINFORCING 7 1/4"01 — - 14'-2 1/4" 1/2" r II ' __ N Final Flan Check Set 2 �� 00 SEE PANE[ 'N' -- _ -- - - SEE PANEL '8' f7--- T t�)R RFINFnR( IN • FOR REINFORCING SEE PANEL 'S' SEE PANEL '6' SEE PANEL '25' I SEE PANEL '24' ' 1 T O ROOF FOR REINFORCING FOR REINFORCING' __.- FOR_REINFORCING_ FOR _REINFORCING f T 0 S. 42'-0 1/2"� -- - _`- i ABOVE SLAB- " NOT SHOWN HERE NO? SHOWN HERE 70 - - — In ,3 OTHER REINFORCING - (2)-#5 BARS EACH 1 570 FACE PROVIDE TYPICAL PER '701 I STANDARD 90' NOOK 14 `� ----- EACH END ON HALF OF 57U - �� (3)-N5 LONGITUDINAL- r 84R5 io 0 1 ) PANEL THICKNESS INDICATED INCLUO:S A 1" ALLOWANCE BARS FULL WIDTH OF (5)-07 LONGITUDINAL - 1 FOR ARCHITECTURAL BRICK AND RESEALS PANEL. PROVIDE BARS EACH FACE, T.O. 3rd_FL n N PROJECT NIJMRER: 991'7 STANDARD 90 HOOK \ FULL HEIGHT AT f 2.) PANELS ARE DRAWN FROM INTERIOR F4CEEACH DATE: 2.25.00 SPANDREL BEARING 3.) SEE SHEET S701 FOR TYPICAL DETAILS AND NOTES -- % \'e / (4)-115 LONGITUDINAL DRAWN: BARSEACHFACE. ARM HD \ LL HEIGHT Y APPROVED: TN - (3)-N5 LONGITUDINAL _! \ o PLOT DATE: 2.2S.00 - - T.O. nd FL. _ 5 6 GARS FULL WIDTH OF _ - --- -- - - - -- -- --- ---- I of 4 REVISIONS: -- PANEL. PROVIDE _ STANDARD 90' HOOK --- - in I 3 7 B EA•;H END - - - - ---- /`, 17 9 ,i / \ / \ /• /' y ii� TYPICAL REINFORCING o o~I 10 _ 4 PER 1/S701 , a — - --- - -- ko t / t ' in °b 47 (3)-N5 LONGITUDINAL -- -- f --- 11 BARS FULL WIDTH OF I SEE PANEL '24' 46 12 1; 14 15 16 17 4•-7 5/Q� 2'-5 5/8 2'-5 5/8 4'_7 g 8 FOR REINFORCING11A l45 1B PANEL PROVIDE - -- -- - - ---- --1 - -- - T.O. SLAB - - 44 , STANDARD 90' HOOK — - ---- 43 2'-7'5/8 8'-11 1/2" 2'-;6 7/8" 2' 3 5 8" 10'-0` 2' 7 5 8" EACH END 3'-8 1/8"I 7'-7 1/8" 7'-7 1/8" 7'-7 1/8" 7'-7 1/8" _ 3'-8 1/8" 2'-7 5/8 10'-0" [2'-2 5/8" 2' 2 5/8 ,0'-p" -7 5/8" io 20 14'-2" 14'-11 1/4' 2 '-11 5/8 5'-11 5 8" 14'-10 1/4- __1__l /4" 14'-11 1/4" 14'-3 1/4" 14'-10 1 j4" _ 1B ,g [20 3/a.. 21 22 I- - 42 I l � E-23-1 zaE-25-121 414 232 PANEL 3 3� 3 34 33 30 29 28 24 ELEV .kTIONS ---�- -- 25 -OG PANEL ELEVATIONS - 8 1/2' THICK PANEL, ELEVATIONS 8- 1/2" tHICK 8 1/i"" THICK PANEL ELEVATIONS - i l 4" THICK 8 1/2" THICK 37 36 32 31 27 26 KEY PLAN 11/2 PLOT DAIES 11/2/99 16:7 50 ARM NTS 11/22/99 15:22.28 ARM 11/23Z99 13:49.39 ARMS7I 1 02 12/1 99 10:44.51 ARM 7632 SW Durham Rd. 1 SITZ 5 of 54 000-00016 ---- - - 12/23/99 16.1 . A o00 0000t 2 22 2G00 1:23.51 KAN 9177S702.dwq 2/24/2000 10:3057 ARM Cm luuliii'i�nnlnuinulnuiuulnniuulnilinullnl�Iliillnl�nnlun�nulnn�nnnnljuu un�un null I LEGIBILITY STRIP o 2 3 a 5 a to I I I12 I'3 la I's 7 le I9 zo ?_I 22 23 24 25 2e 217 >bIB alit )lo •- - inmm.itrt, OW CD Z- RMAI J�LIi I I ' �Jl�AJ ALM 111 LLLLLLJJ 1(► 4 1 ltiLI14Ul1JJ 6V4�W J 6��W L1�7 J im 414U 1411U11J 1�1J.L�1J U �1121�1L:)11�JJ N ICIE M1t. _ .-. . .., f� rq•M'M[Nfi�'.nww MMM,N-w...,^+MN.+.n.ww.w.r"r,-..w...+-"..«.+....-.......,".w4u*.".n.�n",.....�..".......«r•" ,.MMw.wwMKM•+w".+•.wwr.rw+++......+--v.fw..+w.+t.•+K«,.•w........w..r.,..nrw!•.�".wnnw�•Wrt+1Mc+MnVl�w.w.wr .....•+e«.;,..:.•.w+va..+,..,.+..+«....a,«.."n•«!*.wew.�.ew w.+.;...w«r«.w. �•^-ww.wwwrr 3/4" 3/4" - , 3 4" J 1 -T iFA1p 4'-21/8" TYP 4 2 1/8" \ 4'-2 1/8" YP / 3/4' 4'-2 1/8" TYP. 8 1/2' J,7 1/4" -7 1/4" 8 1/2" 8 1/2" 7 1/4' I 4 7 1/4" 8 1/2" EE PANEL '5' SEE PANEL '5' O.H. TYP - TYP. I -- - T'p" - \3 F'D6 REINFORCING FOR REINFORCING Il ' � - - T.C. ROOF.__ _.... - - N j SEE PANEL 'S SEE PANEL 'S 0 H N r. - \ I r. FOR REINFUk('ING FOR REINFORCING j� --- ._- _ N -TYPICAL REINFORCING - TYPICAL REINFORCING � -�1~-_ - --- �.-- 13 PER 1/S701 13 70 S70 13 PER 1/5701 13 -(2)-N16 BARS EACH _ 570 15� S FLETCNFR FARR A�OTIE,P.C. (3)-SIF. BARS EACH S7Ov ',RCH1IiX_f1;Rh rLANNINC, INTERIORS FACE PROVIDE FACE PROVIDE -' 14 _- -_- ---- - -----A,__--__-- _ 'ON S%' THIRp AVENL'F. BUTTE 2W f �Ot STANDARD 90' HOOK p PORTLAND. OREGON 97204-2417 USA, EACH END ON HALF' STANDARD 90' huOK EACH PHUNF. 1503)222.1661 FAX:(303)222.1'01 TO. 3rd FL. ' N BARS ENG ON HALF N'NK'FTAUFSIGKCOM _ BARS - - - - - -- -- - 1 ♦ V- I j 19'_2 1,12" T.U. 2nd FL •' n 001 PANEL 4NNECTION \\ / PER i �� - -� — — _ ,w o) tV _ 01, C, TYPICAL REINFORCING , p PER 1/x_701 j �\ / C)pq I I N m 4•-7 5/8' > 1'-5 5i5" - - 2'-5 5/8 4-7 5;b' I _ -- --- I - --- :1 �'-; s/e� a'-6 afe' z'-s a18" ti ls'-3 5�,. 1 1 U. SLAB ---�- 14 A 3'-8 1/8" I 7'-7 1/8" T-7 1/11' 7'-7 1 /8" 7�-1 t j8" �5 b _ '- 7-7 1/8" T-7 1/8" 7'-7 1/b" - __� -. . - i -- -- 17-11 4 .10 1/4. 2 11 5 e -- - a 25'-„ S/8 25,-Il 5 8' a u , a' / 11 -- -- r---- - - f- - - + - - - --- . --- -- - - _5- S/8 4'-10 ,y4.. 4" •. —— - 3�4 32 (--,.i- - a - n TYP ^ sr VV CUnsultln, PANEL ELEVATIONS — 8 1/2- THICK PANEL ELEVATIONS 7 1/4 THICK PANEL ELEVATIONS — 8 1 /2- THICK PANEL ELEVATIONS 7 1/4 THICK a - r 3/4" 3/4 3/4' 3/4.("' F, \ 1 TYP TWTYP. p ,OREGC'r �� e 1/2; TYP. 14'-2 1/4" iz 1/4" 7 1/4" 14'-2 1/4" 8 1/2" 71 1 - -----SEE PANEL 'S' SEE PANEL 'S' O.M. -- - - -------- N � ... SCO '�s t- • . SEE PANEL '25' 1 RY d G�j FOR REINFORCING FOR REINFORCING - S L 0 P E I I 1 I l SEE PANEL '20' SEE PANEL '20' O H �, I?,51 •I S L O P E FOR REINFORCING , _ _ ' j n FOR REINFORCING FOR REINFORCING I -- 1 T O ROOF O r � SEE PANEL '25' + SEE PANEL. '24' o SEF PANEL '24' SLOPE 1/4" / F 0 11 T I FOR REINFORCING FOR RFINCORCING FOR REINFORCING 1. a Ir 01 3fd FL LZ 4 - - -- - �I T.0 2nd FL " 1 I SEE PANEL '29' SEE PANEL + - --- + FOR REINFORCING FOR REINFORCING •'-7 S/e1 2'-r5 5/8" - E'-S Sf&' -- -t4�7'J>8" - __ ... -- ---- - - — - _ - - - - T_0 SLAe._ 8 I/P -r7'-7 1/8" 7'-7 1/8" 7'-7 1/8" T-7 1/0" 3'-e 1/8' 2'-7 s e ------._... --14 + SOUTHWEST --- - / / 10'-0" 2'-2 S/e" I 2'-2 S e -715 e" , 7'- 1,/8- ' 4. zs'-n s/e` 2s-,1 s e" •/ 1o'-o" / 3'-e /e" 7 ,/e" 7'-7 7'-7 ,/e" �'-7 lie" 3-e 1/e" _ R 14'--3 -- -. =6-1 3/-•�--- 14'-IO 1/4" � _ ta'-tt" --- -- " i 14'-10 1/4" � � 2S'-11 S/e 25'-11 5/e" � I � `'6- 37 38 39 40 41 - 42 3/4- © - TYPryp ' CENTER PANEL ELEVATIONS — 8 1/2- THICK 8 1 /2" THICK PANEL ELEVATIONS — i 1/4" THICK 8 1/2" THICK PANEL ELEVATIONS — 8 1 /2" THICK i 1 4'-2 1/8" 3/4" \\ 1� ) 3/4" 4'- 1 \ ' TYP. TYPE 2 /e. — Final Plan Check Set 2 ,S 00 8 1/2" JL7 1/4" I 19--2112 7 1/4" 9 1/2" 3/4" 3/4" _ _ TT11 TYP. N SEE PANEL 29' ;p TYP �,1 __--- SEE PANEL '2n' -- -J-- SFE PANEL 'J.0' 0 1+-------- FOR REINFORCING I C l I FOR REINFORCING FOR REINFORCING + T O P O F R O O F -- L- - .- SLOPE - - 11 b[O 1.) P 1.) PANEL THICKNESS INDICATED INCLUDES A 1" ALLOWANCE i'RO1FC"1 Nl)MFiFR: 991 FOR ARCHITECTURAL BRICK AND REVEALS. 2 ) PANELS ARE DRAWN FROM INTERIOR FACE DATE: 2.25•1N1 3 ) SEE SHEET S701 FOR TYPICAL DETAILS AND NOTES. DRAWN: — ARM KI) APPROVED: TN f " PLOT DATE: 2-25 00 5 6 -- - --- --- -- ; C) RUVISIONS: 4 - -- --- - 3 7 8 -_ 2 / 48 - \ ` 10 47 \ / \ ILA V_ 46 11 12 13 14 15 16 17 \ 45 18 SEE PANEL '29' � 44 19 FOR rLINFORCING 1 43 r� 20 - --, - _- - --- -- tO -- 4'-7 5/A 2'-5 5/8" --- 2'-5 5/8" - 4'-7 5/8" 3'-8 1/8" 7'-7 1/8" 7'-7 1/8" 7'-7 1/8" 7'-7 1/8" 3'-8 1/8" 42 2' PANEL 4'-10 1 4" L — 19'-2 1/2" _` 4' 10 1/4" 2.'-11 5/8 5'-11 5 8" 44 a5 as J - �4� �/4" �� 414 23 ELEVATIONS PANEL ELEVATIONS -- 7 114" �H CK PANEL ELEVATIONS — 8 1 /2" THICK j3�— 37 363 ;4 '32 313 29 2827 26 Z$4 ��' 17, -1 =0 1/8--V-0' KEY PLAN 11/2 PLOT DATES: , 11 j 2 99 16:7.50 ARM NTS 03 11122/99 16 3059 ARM 15 44,40 ARM 1 1/99 10.45.24 ARM --- -`- - 1 z/2 3 99 16:9 2 ARA! 76J2 00 Durham Rd, - — - 2/2000 11:22 34 KAIJ SIT2000.00001,BUP2000-OOMfi -- - -- --- 917'S703.dw 2/24 2000 10 39.43 ARM 5e o1 54 Cm - -- - -- nuluulu 1luu�nululllu l�n'11nI1Inn�ulll ..-- .,_. LEGIBILITY STRIP O 2 3 5 8 7 !ly > IO 11 12 I'3 1'4 I'6 I'7 18 19 20 21 22 23 24 25 28 27 28 29 3n U m0 tm tl I I O1 I MON a IOL' 1�.. 4 9 1 lalaJ.tltl�i1U1�1�1�1.�11�1�.�Ilal�llJill lIll ljllT1l.�llJlll!1111�.1�1��1>n1.ll>l�l�l�I.�I�I��aUlll.1.l>,I�It1�l�l��l.�J.�.�lil�l.I,U1t1�.111L1�1.�1�!>.1�1��1LI�1�Jil.�l,�.1�11.1�°ZCD , 1 K., r H hli . Iw.,xtisRr`tlr� F�II�.IIR�M".�!++•*el.w.*4"!•m+.'rr++wr�M^h+.+�w+++rR.