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6900 SW HAINES STREET (2) T, t , 1 f n ( }i 1 i l C=_l EA IOREGON ACE ED � 0 hTdifil 1,14 11 I'l 11 ill I 111,1411111IM"k,W"11111111'ill, 114 a Act J` `' s FACILITY �_ o � _, � ¢ . � LLa . OEA BUILDING and 6900 S.W. HAINES STREET TIGARD, OREGON 97223 Map• 1F13e0A }ax Lot• 23M AN nuwl-JWA�wi I DIGKI , � � I , — �'- �� SM , �-�- �a 00 41 i N W Sir + f r ' h I .• i �.0 1'l � t; JUNE 14, 1999 z O I z s, O M/E/P DESIGN CONSULTANT: STRUCTURAL CONSULTANT: ARCHITECT: CONTRACTOR: OWNER CONTACT: BOB GULICK CONTACT: BRAD MOYES CONTACT: DICK KIRSCHBAUM CONTACT: TONY SILVESTRINI CONTACT: KARYL GOTHE CBG, Consulting Engineers kpff GBD ARCHITECTS, Incorporated ASHFORTH PACIFIC, INC. Oregon Education Association 6650 S.W. Redwood Lane, Suite 355 707 S.W. Washington S+:cct, Suite 700 920 SW Third Avenue, Suite 4000 825 NE Multnomah, Suite 1275 6900 S.W. Haines Street Portland, Oregon 97224 Portland, Oregon 97205 Portland, Oregon 97204-2483 Portland, Oregon 97232 Tigard, Oregon 97223 Phone: 503.620.3232 a Phone: 503.227.3251 Phone: 503.224.9656 Phone: 503.233.2358 Phone: 503.664.3300 „ 60 .620.0348 Fax: 503.227.7580 Fax: 503.299.6273 Fax: 503.239.7587 Fax: 503.684.8083 E—mail: 1 bg-ex�grs.o m B-mail: ,Jeash@kpff.com E—mail: dickfgbd--r architects.com E—mail: . tony*aehforthpacific.com E—mail: KGothe0nea.org 6900 SWHaim St. � . 9UP1999 00260 k, 1 of 76 Cm�ilu1nllluiljln�liujnl1uujlli�uujnli�iiiijniliinjiii�inijiui �iiiji,iiluujuii inijiin nnjuu unjuu nnjnu nnjn I►jnu nnjinl nnjnn nujiui nnjnn unjnn jllli nlijnn Inljllii nnjln luijinl ;�uj�tli Inijnn un�uii iiiijiui LEGIBILITY STRIP d ilo ili ila il3 il4 j Ile �h ile ale 20 all zl2 2I3 zla FIs ��e 2h 2IE 2I �.. . . _. - 100401 c� 9 30 r r ,I t.. ;1 y. K+ N i hey t, ,r a i f THESE GENERAL NOTES APPLY TO EACH URAWNC3 DRAWING IN THSRE SET THEY DO NOT APPEAR ON INDEX THE I•DNDUAL SHEETS GENERAL NOTES GENERAL ARCHITECTURAL AO-0 COVER SWEET / VICINITY MAP - AC-1 DRAWING INDEx / LEGEND / GENrRAL NOTES A 1-' SITE PLAN - ROOF PLAN OEA BLDG/BLDG 'E' I. ALL WORK SHALL CONFORM TO UBC 1991 EDITION AO-2 CODE REVIEW PLANS A 1-2 PARTIAL SITE PLAN r^ AND ALL APPLICABLE STATE CODES AND REGULATIONS. A 1-3 SITE SECTIONS / DETAILS 00 2 ALL l7ATA AND TELE COMMUNICATION CABELING A 1-4 PARTIAL SITE PLAN W SHALL. CONFORM TO EIA / TIA STANDARDS A 2-1 GROUND FLOOR PLAN 3 ARCH"ECTURAL DRAWINGS INDICATE LOCATIONS OFDEMOLITION A 2-2 SECOND FLOOR PLAN 10 CIPAVENTS SPECIFIED IN ALL SPECIFICATIO>`I SECTIONS A 2-3 GROUND FLOOR REFLECTED CEILING PLAN O O REFER TO MECHANICAL, ELECTRICAL, PLUMBING, A 2-4 SECOND FLOOR REFLECTED CEILING PLAN Z FIRE PROTECrION AND OWNERS VENDORS DRAWINGS PARTIAL SITE PLAN - DEMOLITION A 3-1 EXTERIOR ELEVATIONS Z W FOR ADDITIONAL INFORMATION, CONSULT ARCHITECT DA 1-2 WHERE DESCREPANCIES OF INFORMATION EXIST BETWEEN A 3-2 EXTERIOR ELEVATIONS Q w DOCUMENTS OF DIFFERENT TRADES PRIOR TO WORK- DA 2-1 GROUND FLOOR PLAN - DEMOLITION DA 2-2 SECOND FLOOR PLAN - DEMOLITION A 4-1 PARTIAL PLAN - RESTROOM$ 4 FIELD VERIFY ALL CONDIT!")NS DEPICTED AS ExISTING DA 2-3 GROUND FLOOR REF CLG PL 4N - DEMOLITION A 4-2 PARTIAL PLAN - ENTRANCE RAMP Z IN CONSTRUCTION DOCUMENTS, NOTIFY ARCHITECT DA 2-4 SECOND FLOOR REF. CLG. PLAN - DEMOLITION A 4-3 PARTIAL PLAN W � OF DESCREPANCIES PRIOR TO WORK 5 THE CEILING SUSPENSION SYSTEM SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN A 4-5 PARTIAL_ PLAN Z W ACCORDANCE WITH THE REQUIREMENTS OF THE UB.C. 199 EDITION. DM 2-I GROUND FLOOR HVAC PLAN - DEMOLITION r� DM 2-2 SECOND FLOOR HvAC PLAN DEMOLITION A 5-1 INTERIOR ELEVATIONS W V 6 FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPENCIES. OM 2-3 ATTIC HvAC PLAN - DEMOLITION A 5-2 INTERIOR. ELEVATIONS Z I ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS NOTED OTHERWISE. A 5-3 INTERIOR ELEVATIONS ` W M 9 ALL INTERIOR SURFACES WILL RECEIVE NEW PAINTED FINISH UNLESS OTHERWISE NOTED, IF NOT DE 2-I GROUND FLOOR ELECTRICAL PLAN - DEMOLITION A 5-•i INTERIOR ELEVATIONS CK N DE 2-2 SECOND FLOOR ELECTRICAL PLAN - DEMOLITION V INDICATED ON SCHWDULES, VERIFY w/ ARCHITECT PRIOR TO APPL•T'ING ANY PAINT. A 6-I STAIR PLANS - SECTIONS - DETAILS Q � �^ rn 9. ALL WALLS, DOORS. I _OORS CEILINGS ARE TO BE PATCHED, PLASTERED, SANDED A 6-2 STAIR PLANS - SECTIONS - DETAILS m N z W AND PREPARED READY FOR THE NEW FINISH SPECIFIED IN THIS SET OF DOCUMENTS NO DP 2-I GROUND FLOOR PLUMBING PLAN - DEMOLITION A 6-3 ELEVATOR PLANS - SECTION$ - DETAIL$ Z z INDIVIDUAL NOTATIONS APPEAR ON THESE PLANS FOR PATCHING OR REMOVAL OF FINISHES. VP 2-2 SECOND FLOOR PLUMBING PLAN - DEMOLITION A 1-1 CASEWORK - SECTIONS - DETAILS .J ALL EXISTING FINISHES ARE TO BE REMOVED AND THE WALL SUBSTRATE PREPARED FOR A 1-2 INTERIOR DETAILS (� p 3 PAINT UNLESS SPECIFIALLY NOTED ON THESE DOCUMENTS. PATCHING 15 TO OCCUR AT ALL A 1-3 INTERIOR DETAILS V o LOCATIONS WHERE ELECTRICAL, TELEPHONE. DATA, FIRE EXTINGUISHER CABINETS, THERMOSTATS, A 1-4 INTERIOR DETAILS W Z Q to AND ANY OTHER MECHANICAL OR NON MECHANICAL ITEM HAS BEEN EITHER SCHEDULED TO BE A 1-5 INTERIOR DETAIL$ J O J p 4 REMOVED OR HAS BEEN REMOVED. A 8-I EXTERIOR DETAILS ` L � � �- ©. THE DESIGN OF ALL SEISMIC BRACING AND SUPPORTS FOR CEILING, A 8-2 EXTERIOR DETAILS Q m MECHANICAL AND ELECTRICAL ITEMS AND PARTITIONS 15 THE RESPONSIBILITY A 8-3 EXTERIOR DETAILS v M OF THE RE3PEGTIvE CONTRACTOR. /�"VENDOR TO MEET ALL CODE REQUIREMENTS. AF 2-I GROUND FLOOR FINISH PLAN U II 4W DEFER TO ELECTRICAL CIRiNGS FOR SPECIFIC LIGHT FIXTURE INFORMATION, VERIFY AF 2-2 SECOND FLOOR FINISH PLAN W W = O DIMENSIONS FOR PLACEMENT OF FIXTURES WITH ARCHITECT PRIOR TO INSTALLATION. Q MECHANICAL - ELECTRICAL - PLUMBING w - W M 0-1 HVAC LEGEND v Z M0-2 HVAC SCHEDULES Z — M 2-1 GROUND FLOOR HVAC PLAN M 2-2 SECOND FLOOR HVAC PLAN W M 2-3 ATTIC HvAC FLAN M 8-1 HVAC DETAILS a: 0 I E 0-I ELECTRICAL LEGEND O ' E 0-2 ELECTRICAL FIXTURE SCHEDULE5 E 0-3 ELECTRICAL PANEL 5CHEDULE5 EO-4 ELECTRICAL ONE-LINE DIAGRAM E 1-1 SITE PLAN - ELECTRICAL E 2-1 GROUND FLOOR PLAN - LIGHTING E 2-2 SECOND FLOOR PLAN - LIGHTING GBD E 3-1 GROUND FLOOR PLAN - POWER AND SIGNAL E 3-2 SECOND FLOOR PLAN - POWER AND SIGNAL ARCHITECTS Incorporated P 0-1 PLUMBING LEGENDS, SCHEDULES AND DETAILS -- P ?.-I GROUND FLOOR PLAN - PLUMBING 920 SW THIRD PORTLAND. OR LEGEND P 2-2 SECOND FLOOR PLAN - PLUMBING 97204-2483 (50:3) 224--9656 FAX 299-6273 ELEVATION REFERENC L- WALL TYPE KEYS - SEE SHEET A/2-1 FOR DETAILS SPECIAL WALL FNISH � ALL WALLS ARE STANDARD UNLESS NOTED OTHERWISE FIRE SPRINKLERS DETAIL REFERENCE - pull locatlon - INSULATION 0 STANDARD s F3 2-I GROUND FLOOR PLAN - FIRE SPRINKLERS V � A�-I wall ,,v.I GENE W. CALU LOUVER BLINDS +� I� D FS 2-2 SECOND FLOOR PLAN - FIRE SPRINKLERS Q n r ----_---—� — FIRE RESISTIVE --- --- — — ox NOTE REFERENCE ►--------------� "� WALL RATINGFURRED WALL 12 WHERE INDICATED A2 w WHERE INDICATED ' T , ECON NEW DATA OUTLETexisting newj 2522 ® THERMOSTAT ',9 �� INSULATED OR RATED WALL I 0 STANDARD WALL SEE 4 / 42-1 FOR ACOUSTIC INSULATION NOTE LANDSCAPE ALL wcRK ON THIS DRAWING TO BE Of q% PROVIDED BY OWNER � NEW TELEPIat7NE OUTLET mo.-- WALL n��r MW MICROWAVE -- L I-I SITE PLAN - LANDSCAPE Revisions 0 NEW DUPLEX OUTLET UW DISH WASHER CF COFFEE MAKER RELITEnew L I-s PARTIAL SITE PLAN - LANDSCAPE WH WATER HEATER RF REFRIGERATOR L 2-1 MISC. LANDSCAPE - PHOTO DOCUMENTATION d NEW DUPLEX OUTLET - COMPUTER CIRCUIT IIE� DOOR /FRAME PROFILE LOW WALL new - A FURNITURE ALL IL!ORK ON THESE DRAWINGS N.I.C. S (GFlAY RECEPTACLE FOR COMPUTER COMPUTER CIRCUIT FURNITURE _- --- — 1 ---- — _ •CMU WALL FOR INFORMATION ONLY F 2-1 GROUND FLOOR PLAN - FURNITURE ® NEW SPECIAL OUTLET 2p SPECIAL WALL CONSTRUCTION F 2-2 SECOND FLOOR PLAN - FURNITURE .,, 98401 O NEW t'.ABLE TV DULCET EQ 2-1 GROUND FLOOR PLAN - EQUIPMENT EQ 2-2 SECOND FLOOR PLAN - EQUIPMENT Project ' --rLUS1�+ . .t®! t T FLOOR MOKIMENT W/ DEVICE M GATED 6/14/99 REFERENCE ALL WORK ON THERE DRAWINGS Date aoe g 1! B SUIMACE FLOOR MOWISW WIN / DEVICE INDICATED FOR IPFCMATION ONLY N/A R-I REFERENCE DRAWINGS Scale R-2 REFERENCE DRAWINGS a R-3 REFERENCE DRAWINGS I s 6900 SW Haines St. � a ISUP19"_00m 01 • : 2 of 76 1 I .,..rtEn'xflM•,.,,:' ."•^�/w••Ir-MMw+-m+rw... !. .' �;y'^ _.....: _ ...... ..,. .TAIf. _.•....+. _. +:.. :.i1W�il4.,u......-.�.rywYL.liC4i.t r,4+WG....u...:.....ef,."'Jf. CIaI 8ILItY STRIPIlIM�IUIIIIII�iu�nII�III11nil�llillilii�illllllll�nn Iln�nnluulnnlnll�IniIIUIIInII laIln�ulIl III III�InI1 I2ull�nnII3InI�InI lnII�IIIII leIln�luIl I7Inl�luIl lelul�lulTIEIIu�II2II l0nIl�Ii2l1 IIIUI�In2I 12i1n�In2l 13n11�1121�14InI�II2II 13Iill�lu2,I,�`u�u2n 17Il2l�len�IU2I I 9IIn�IIn 30 25- X141A CD LAI y 'b 1 ' 7 r 1 4 11 10 9 8 ♦ 7 6 5 EXM1NG PLUMBING FIXTURE COUNT CODE ANALYSIS A Y, Y a I I I& OF PROJEC?QEeC�T!S?►�` 46" of 565 of 165 of asof Ila Of "20 of I5 of WC LAv PROJECT CONSISTS OF TWE FOLLOWING GENERAL ELEMENT f E �w M 4 . I UR 5 2 1) INTERIOR DEMOLITION AND REMODEL OF OEA BUILDING 1 I I F 6 6 2) REROOFING OF OEA DUILDINC; AND BUILDING 'E'3) GENERAL SITE IMPROVEMENTS 'J0 e F BREAK RM .,� a�,a.,ra BUILDING DESCRIPTION:B -- - _- -� f- _ ENRE 'w SUB - TOTAL 11 12 2 TWE OREGON EDUCATION BUILDING 19 AN EXISTING STRUCTURE CONSTRUCTED IN 1968. GROUND FLOOR IS SLAB ON GRADE. CONCRETE COLUMNS SUPPORT A SECOND FLOOR COMPOSED Lilt % , TOTAL 25 FIXTURES OF CONCRETE OVER METAL DECKING ON METAL BAR TRUSSES SPANNING TO WIDE FLANGE STEEL 1 BEAMS. C•ONCI�TE COLUMNS EXTEND TO A GLULAM FRAMED ROOF SYSTEM WITW PLY WOOD ROOF . . 606 SUBSTRATE AND ASPWALT COMPOSITION AND BUILT-UP ROOFING. PERIMETRER WALLS ARE WOOD FRA!"'�E u E25 �� WITW SINGLE GLAZED WOOD FRAME WINDOW SASW. INTERIOR STORM WINDOWS HAVE BEEN APPLIED III of a. '�71f "" TWE MAJORITY OF EXTERIOR WINDOWS. 71 Ln•• f 5 of �'a.... . , OCCUANCY TYPE. W 29 of Q7A ID C _. - w+ (ieli � '� 480 of , Y B - �� i ■ a ■ ■ ■ ® CONSTRUCTI Z . 112b) w �Nom: _ V-N c) 0 W 230 or r2bZ41 ofIr � + ALL �@LEq INCREASES: � ■ '1�' BASE AREA 81000 SF -- ►- s Y MULTI-STORY (2) 16,D00 SF W N c. -= ■ r N SEPARATION ON 3 SIDES (2) 32,000 SF Z N SPRINKLER COVERAGE (2) 64000 SF vy 8,0 of r ` _ TOTAL_AL�EIBLE -LOO}4 AREA: m Z O g L' J145 ■ ■ ■ (P4,000 SF 1 2 640 or Y . � ■ ACTUAL 6gQ15 B'JILDINCy AREA: z .owc w+ iw GROUND FLOOR- 13,850 SF ir z ? 3 Y '� v► cK 2 Ex S REQ D i _ _ 540 or 333 or III �' 60 of w ■ SECOND FLOOR: 13460 SF 09 o i E E. TOTAL: 2"1,'100 SF OK W F= 5 ►- . . ACTUAL WEIGHT OF BUILDING: C Q AREA AREA — AREASTORIES: O w4,550 SF 4,550 SF ' 4,550 SF U WEIGHT: 33 FEET Do MAXIMUM ALLOWABLE HEIGHT; 0 40 FEET w 1 GROUND FLOOR PLAN 3 GRD/SEC FLR PLAN - DRAFT STOP OCCUPANCY SEPARATION WALLS: Z I/Ib' . I'-0• X-FLOOR-01 I/32' • I'-0' x-FLOOR-01 NOT REQUIRED SHAFT WALL RATING REQUIREMENT: 1 WOUR W AREA SEPARATION WAL�°.. NOT REQUIRED MIMIMUM ROOF A° 11 10 9 8 7 6 5 CLASS C A I I I & & I FIRE SPRINKLER REQUIREMENTS: 250 or 130 of of '140 of - 150 or 120 or 120 of 130 of NOT REQUIRED BY CODE GBD ,,,� I. Ow W EXISTING SPRINKLER COVERAGE EXISTS AT GROUND/SECOND FLOOR INTERSTITIAL PLENUM ARCHITECTS 171 AND IN ATTIC PLENUM. CIncorporated SPRINKLER COVERAGE BELOW FINISWED CEILING PLANES WILL BE ADDED. 500 of 125 of 120 of 125 of 450 of 920 SW THIRD • PORTLAND, OR 6 • TM •� PI( U��puNT EXISTING UdC }REQUIRED � r-__---- �--__-- 'w PLUMBI FIY.T 97204-2483 BUILDING AREA: 1'1,850 SF WC LAV DF WC LAY DF (503) 224-9656 OCC. LOAD FACTOR : FAX 299-6273 'bo ofIh0 a ss"�2 •f '"� , 200 SF/OCC IM 6 • 5 UR 6 4 3 2 2 ' 4 IIS of 145 of I ® TOTAL OCG COUNT : 90 F II 6 3 2 tri O0;! FEMALE, 43 MALE: 45 rn• TOTAL 22 4 4 6 4 2 Ira 1 n . • r • e I G 275 er _ _ �� :-- _ OL-- BENE W. CALLAN 216 223 of ■ ■ ■ ■ ■ ■ PARJCING EXISTIopw NGADA REQUIREMENT 11-6 142 151 - 200 PORT D OREGON I .+. ■ 1■ s 2529 st •, 1 ----� p 5 ACCESSIBLE OK 5 ACCESSIBLE 9� OS�v u - I vAN OK I vAN of 9 IF%r -" ^ � 120 0 115 of _ ■ ■ 45tH or � , � ■ Z r i '' ■ Revisions AEm . -------- f ® : • ■ LEGEND -- 60 of 160 of 125 of lee of 700 of 1206f 120 of 120 of I r 190 or ■ ■ ! ■ ■ ■ ■ ■ - - -.- - Project AREA AREA DESIGNATED WALL WAY AREAS 6/14/99 6130 3F 6,930 OF Date I ■5■5■ DRAFT STOP Scale FEC FIRE EXTMGUISWER CABINET 2 SECOND FLOOR PLAN 4 ATTIC FLOOR PLAN - DRAFT STOP WITH FIRE ExTINGUISWER Ift. I'-®• x-FLOOR-OI 1/B2' • I'-0' X-IgppR.01 POO. 0 2 At;GESSIBLE ENTRAP6CE/EXIT � i , •MO SW Hain st y OUPIM-00260 ... 0 ._._.. .. ........,.•,. ,w.....,... ___---__ .- -- -..__._. �y°ice a r 75 •; I -------- cmIIII«.IIIIIIIII Ill Jill 1111111 1111111 0LE8t8tlttr STRIP 10mm.1 em I O f I 2 I 13 I I4 I II III IIII eIIII iIIII�tlll l IIII IIII I IIII IIII I IIII IIII I IIII IIII I IIII 111,I III-I..-I_IrII I•IIII 2IIII I IIII IIII I IIII IIII I Illi IIII I it l sill I!ill�I�I� II':� —,_- .—.._ - - ---._. ._ -..__••_-_. - :. .fin i11.�MC•p` y.iF" : N+t/gW<yr'gWA'R'wy'FlktiY+Rt'NY'�W.R+.,.-qf ; I 18 19 e0 21 22 23 24 25 28 27 28 29 30 is} ds, ,P r„�M 0 + 'P d ti i iu p 1 5 k 1 S� 1 I � I ' AA ' I GENERAL NOTES I I � I - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - - - - - - - _ _ -. _ - -- - - •- -- - - - - - - - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ Z — a O # _ ---a , o _ E J J w -------- ---------- fT-_ .___—----. __--__._. --� -- � , gyp.• ' REFERENCE NOTES Z �c41aw eECT+orl W 0 lu O OOO V V REMOVE EXISTING CONC. TOPPING SLAB, BRICK 02223 Q P - '-r_. j _: _, r. T• PAVERS AND MEMBRANE ASSEMBLY FROM ROOF Q OF MECHANICAL ROOM AREA. Q Z tZEMOVE EXISTING DOOR AND FRAME LOUVER 02223 J ',xN ASSEMBLY AT ADJACENT MECN. ROOM y or - .--. .. :: REMOVE EXISTING METAL SIL ER STACK SHROUDS02223 W z o O AND METAL BOILER STACKS SEE MECHANICAL OW035 FOR ADDITIONAL INFORMATION, O 3 •T*` _ :.�..;.'_._.t.__=2""'*., O EXISTING WOOD BENCHES TO BE REMOVED BY OWNER. OWNER TO REFURBISH WOOD BENCHES, Z Z �. _.�... O TEMPORARILY RELOCATE PRECAST C INC 02223 O 12 G _O PLANTERS. REPLACE WHEN TERRACE WORK F. 5 ~ --- CO ------------------------------------ �1 15 COMPLETE. 23-.-ra---.:-st.�S_x s-r ---- ________ ___ O REMOVE EXISTING LIGHT FIXTURES, PROTECT 02223 Q V Q WIRING FOR REUSE. V W J � (Ld o- MECHANICAL ROOM WALLS O w SHOWN DASHED BELOW Z VJ � � 1 a p Cr. 1 GBD ARCHITECTS Incorporated 92.0 SW THIRD PORTLAND, OR 97204-2483 1503) 224-9656 FAX 299-6273 I Arc GENE W. CALIAN ' n :-3 . UkORKEGON _ LE{�END SEE SHEET XO-1 10 F 49 Revisions LIMIT OF TERRACE DEMMITIGN WORK 1 Project (P/14/99 Date�— I Scale N oiH 11 DA 4 ENTRY TERRACE PLAN - DEMOLMON 1�2 �w 6900 SW Hain m St. SUP1999.00m 401 75 —_. _. ....... _..._._..�.____._-._._ ,,,__._,,,,,._._.�...,,,._.�._...,...._-„�........- -.p�;eir-kY:W►;it:wi411'iew ,r.ivy^nllWorr+r.r.w+wae��t+w.wr•a.•.c,.w'�u��wn+u+ya,►,e•�:..,.,r.-.-,�1 Cm "''I ' 'i' jIII IIiIIIliu1llll IilylllIII11111li Illlllllf 11111111:1111111!II IIIIIIIII 111/1111 IIIIIIIII IIIIIIIII Illl�llli IIIIIII�"'�II�IIII IIIIIiIIIIIIII�IIII illl IIII IIII -_ _ oLEGIBILITY STRIP cIIII ! IIIII'llll 11!1 111';11111111 gill Ilil IIII IIII IIII lill 1111 ll1iIIhI~ 1o• C E I3 I4 Ie A 21 22 2S 26 27 28 20 . =+a t 30 r..l Y _�"�7�r..,•.,.�.�,.,Ip..y..n• .. • ,. �.�._..,•r,._e.,wwyry.MwFl�M�.Y..v+w.r•+., .. - a _. r • .l r } 11 1G 9 8 7 6 5 GENEF LAL NOTE& MAINTAIN COUNT OF PLJIBING FIXTURES CAPMED Ff?R RECORDING WITFI CITY O>FFCIALS AGAINST NEW FIXTURE ASSESSMENTS. 2 SEE SPECIFICATION SECTION @IIID@ - SUMMARY OF WORK FOR INFORMATION ON A15ATEMENT OF WAZARDOUS MATERIALS. 11 II II 1� It 11 II II „ it I) II 3. SEE SPECIFICATION SEC71ON 02223 FOR INFORMATIpIV 11 11 �-••� II I� II II 1 It if I if ii RELATED TO OWNERS TCLEPWONE SYSTEM. i� n 1, , It 11 11 II J II T' II Il 11 II 11 1, 11 11 If w UIr---------------1 \ 11 11 II n 11 -------• I ...• It II J Jt I II II ,1 , I I I 11 11 II z O II 11 I I I f 11 11 11 c1c II 11 I I I i 11 r JI 11 11 11 1 1 11 11 O 11 11 1 I 1 ( 11 �iiii� 11 11 11 , I I 1 I! I 11 11 II 1 I 1 1 II " u•••� 1I ,I , I I 1 II •�•, ; �-y'(/�_ .�,/�/ /tib_ II I I , I 1 1 11 11 1 1 •`"` REFE�,-VE „V'TEV' �SEC ION o Z T1 11 It 1 ' 1 1 II 11 I I 1 11 I I I f 1 11 1 / lt= v1� n �� • ,- 1 g w I 1 1 li I I ,1 ,I II II , 1 I I II I I I ;I I , 11-___-_��- ------------------M_= _---_ -- 1 � REMOVE EXISTING PLLrBING FIXTURE AND 02223 ,1 1 I ---- ---------- ----- ----- ----------- n Q _ I rJ•rb>Y ,, , , �-� _ - _ CAP BELOW FINISM FLOOD -� �� ii i �� ,I I 1 •••• 2I REmOVE EXISTING PLtl"1DING FIXTURE. 02223 W M II -:L=�- --- --- --------------------- 1111 _-_--------- ------ --_ -- ----------------- ( n Irl N �``\ �-••. __ •••' ..-^ �•'___ f______________________ � _________.-___..__—.___ ____—_ 1 III �•••' _—._____________ _T Irl (D REMOVE EXISTI► n NG BRICK PA,iERS A9 REQUIRED @Z223 TO FEATi4ER NEW SLATE FLOOR FLUSH TO DRICK Z 5 '�---• _tom', -��/ `��>_-�� , �— ii i; ``•�i Ir'�� PAVER$ ,/ERIFY ExTENT AND LOCATION. '� m W ZO It Z.5 %+1 -•-A ---: :.•- •: -Loi • +•ice If '; ;� ;i lJ OPENING FOR ELEVATOR DOOR E LSTINGDI1100D 02223 �� = a -- II I; fl jl SIDING 9 DI REMAIN. CUT .SWAY NEATLY AN Z 3 O -- , NG FOR PATCWING. 3 OLM7it (� vi ex PROVIDE TEMPORARY PROTEC T I eS PLASTIC 022.3 < !�`J -r-�I FJi __ • ' 1 �4 4' d 'L F' I 1 11 10 9 8 7 6 5 GENERAL NOTES: I MAINTAIN COUNT OF PLUMBING FIXTURES CAPPED FOR RECORDING WIT!4 CITY OFFCiALS AGAINST NEW FIXTURE ASSESSMENTS. A 2. SEE SPECIFICATION SECTION 01100 - SUMMARY OF WORK. FOR IhFOWATION ON ABATEMENT OF HAZARDOUS MATERIALS. II II 11 II 11 11 it II 11 II 11 11 ii II II 11 II 3. SEE SPECIFICATION SECTION 02.123 FOR INFORMATION II II 11 11 II If II II 11 I; T 11 1 If II �1 11 II II RELATED TO OWNERS TELEPHONE SYSTEM. II II II II r�_.J II 11 II li II II II � 11 II 11 11 II II II li • II If II II II II 11 ! 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MODIFY CX `4'W FA �, I ., ,, 1 PIPING A9 I T A NEW OR INSTALLATION I I ,- .,:;,;-=-=- - - - ===- - --I-=„-- =--- - - - - - - -��'q=- ------ q, II 1, j1 I RECxJRED OAICP�ONPIOD TE ELEVATOR J W r •1 "'KI i ' III J - -a I' hW •.” ,� III /' • 11,.I1� _- __ «_ «__» ».. ,... �) I, r. n•1 v I / ...i. I I 11 L ..� r .!,' A •ILS'• , .� �•- r.L_Z= _ ____ ___.LZ _ .JL:.L:: :.1�-::.F JL..�._ _ l ,,1 1 = t' ' I cc LJL11 I 1._•_.._�.._ - • -� +�r• ., 'll••�•+s•.''-'w'«t,:.�e-ww-:x•«+ s ,M.re-.l .. ..i__+' .�.�! .. _. . ._ . _._.... _ .._...._._. ... ._, _,. ..___._ _ _.11L...,..._.._.. ll I A 11 I •f'f I I • ' I tit 1 ' I I � �� ...... ... ...... .. ... _._ �• _'_ ....r«_. .... _ _... .... .'.fir,T a_....."....'J.6'.. ... ....-1'l , L..L �, � ( ,I '1 I 1 it y SII , 1 CONSULTING • '�' � ! li •, II � 1, � IIL•• ' I [NOINE[RS , fl ,pebo SW Redwood Lone I f I I I 1, ►G':•s A A:: IkAte 3% M •••• O U I I I I, It ( Por h+ld. Oregon 97224 if I F•or 16=620.0346 • _...._.....i I_._ •.., (-•I,.••---••'•�--�.L: ... ::_i. _ _ . _ _ _ __ _ :. .ss,�:.=-=...'--r". -x��. _..�>I��:�:.:: rr._�.�ce�e�—�F"�=�==r3� _l a J + X 11/4"HW 1 iii"HIIAQ I b1 II Revisions 011 g i •--�— 98411 ' 1 I Project .n N I '1 1 6/14/99 '1 Date I 1 I FLOOR (I G A 1 O (T I OI `I 1, Scale DP?-I ssCALE, 1/9".P-0'• li I DP K 2 I 1 6900 SW Haines St. SUP1999-00260 14 of 76 2 MINN. t , U_ LEGIBILITY Cm e .9 � � i�i��l�i I �i�l,.. .1i,ir `�" ;I ...... lli�;I. I �; n,...l'., I Y STRIP IGM a14A► I 4 5 6 7 Ii10 I ( li..l 12 13 la 1 Is i7 Ile i,.9 M2o 2II 2u2 23 2a 25 26 12'7 a6 2 'I 11 ��1 uii,. — 9 30 $I I I 01 qr I HON, s 108 ll,� l .l ll►,�11,111.11 _�l a.I.I I_I_l�%�J.�1�I.11.�W I l iJ>l�ll l�11J��IOW>la l►1a 1> Ilall.1�aa,l la I�I.al�11 I1 I IJ.I.I�li�111 1>.1J1a� 1 �1► i111.I.I.�11�J tl, � l�11l i I�.J i�.�.l�.i t �l.L1111 IJ.,I1!1 I oa 'M..•.A••,YM• M.w..+!.,..,v.».r..N��F.�f'�11�M�A1nM•M:17'M..Iw.MMN��M11k', .. !W!..Y�+r..CM416. p.•ew.FR hH�e ., • .. .. JIM •V • y a i 9,1 �,8 } IT c6 � 5 ) a I. 1aSk � I 11 II it II II � ,I 1 I , I}♦ 1 1 ( Y � 11 it 11 If I O I II 11 11 I �! M I , 11 II I " dl II .I 11 ---JI � 1,1 L _ "- _-•� 1 If '1."' Cz::V7• 1 II �r��=-• I 1 1. 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I I, ,� ,, ,, '' II '� 4 rV 'f i, If If W 11 �,t I t11 :��11 - - 1 - - . -.-_ ,.-.-.�'F- C�� 1 ' • •t' I p----y-- .. -- - � f "11 11 - - - - - ----'---♦1 If 1 , itr.� III r �� lawI� O _.JL 11 II � � �� -• 7 II II ,I y X11 II SII � 1J 11 _ - - - - -. . - .. ♦,;:, I f 'I II ry -- --__ f � �. �II�.,` II it 11 • 11 � I `I _ _... .... ...r ll 1 T 5NEET NOTES I _'T- --- ---- - '1.i - t S'1 .. I - ,, 1 I , ,I +ll I W � � i"� - --L- Y � .rJ �"�, 1� ;riL1 � I. ALL EXISTING CW, NW, V AND W PIPING TO DE REMOVED UNLESS 91"IOU�I J - 6 ..YM... I I OTHERWISE .I � I _ •� I, I VJ A \D` ----:��_ �•r-•.-IFti s'a-+•aa.-w.•a•;-..c� - - - - -��•-��,� _r�-- - - —•ti.r,r„-ti.^ r.�r.r�r•�r.�'ti: ;� "� - - - -� - - - - '� 1 ,I I✓i �� € ,I 1 I 1 � I I IIS (� ••` M - r' _ ._ 'aa I 1, �I 1 11 r•• _- .... ,.-.... --_ , �... » CONSULTING l �� ` •� �� ---------•, �� 11 I'�I. I ( ENQIN�t11S d • ,1 ,' �� t•� .wl 11 ' w r 6650 SW. Redwood Lore t Sue3J6 h, M ,I all ' I '= -= _ _- == - = + $ -r=��==11==-==- -- -=2- �::Fr :er.~. .. -_= PattaM, �►e�onV7X21 FA 111 I .,Owm.u'7L:: � ':... ......- ... _ ..t._ _. 'I y 11 / I t 1 4:10 ' ' Foil (50y3)�ey��-yQ3r'Y4O , ''`,� �I'`,•• II •, Tel (1 Ii I i(♦� M ', r VI 11 11 ' •, �• '✓ ` NII 11 11 1 I t I rFr I � 11 n 1.r , I I 1� '1 t' -' 11 11 II II �' p �\ II II 11 I 1 'I 11 II II `y II 1 II 1 11 If q `�, I II 11 I ,� ; �`W -flj Mfr dl 1 f 4) Y J I II 'I , II I; ', V. _ II � � II I -. _. __._ -+— _. _ lFa �s sub i_------- avL:•rxr�_ .e-_.- rs r�rar a •r .a � Q II r— � . I �? d I Revisions 5 ,BOND FLOOR PLUMEIING-FLAN - DEMOLITION- P2-2 SCALE, VW-P-O" 4 o g 9g4�71 , Project N Dote Scale i g 1 to DP N 6900 SW Haines St. mar SUP1999-00260 150f 75 2. r '+w+rrrurrw...�_.,.-.. ,+♦a�raa•.w,.rl,llri6".. ,III til IIII , Cm I � � I 1 I I', I I I I I�, I II!Ill,llll,n Ill�i �lll �iL. 1 k. LEGIBILITY STRIP O 2 3 a 5 6 7 8 9 10 11 12 1.'3 1'4 16 17 16 19 20 21 22 23 24 25 28 III 27 2e 29 130 ipmn.i cm at 4 PJ O NONI - 106 I�la,I,�,I.11�1.1 LWt�11►11�111 11 11.E 11�1►.�1.I.111 .11.1.1i 1111 a,11 111 111fili Ii,l�1Jh.hli L111�,�• d.d. L�I11di.l1.�.1.� ilil h I tl I I 111 I.l.i 1111 ll 111.111 �1111�i111 X1.11IJ.��U1.>l��tl.�l.�f 11 J 1 I I�I I I 1�OF, , .•, .. ... .. .. -- .. .. ., . .. _. ..rV,wMM,WN 1+••qr,hMtl••!R+M�IAI".a.w.aSl....w,a. _ .. MVIRENVh�!MINdM'¢1M'wt'M�MAdM,''MIV MI'�TNy`rM1�MMY!�'�'.. MM'hwflliwl'.W.a.w..,. w+H_.+'�r.rr.�.Mu.w.v,vr++x,.•eM...w.Tn•hlMnEvgnwa«.„Mr+. ,.y...+n..rrMr,Wwwn*M.ur»r-M+,.yrT�+w . .. .. 1 ' 11 10 9 8 7 6 5 , I t r r, EXISTING l ----fi`�-- L J DRAINAGE u r 1 SWALE LJ 1 ` STAIR Ex-2 I R - _ Itw { • . . ..,..._-. _. . . .. STAIR As1 � . Ex% - - - - -- - - - - - - - - - - w / T'YP. EA. \ SIDE � ( I CP3 ' Z A `�`E ---- -- - ---- `z - �`Z -I �A!-1 s I -� O iu4 TYPICAL _ i /Y1 A&-I ALL AROUND I STAIR At-4 W � � I Ex-3 L I BELOW r �- EXISTING I rW. �.. -. I W Q W M SKYLIGHTS��, 11 I '� I O U N n ..,....�...�... • tl ETAS 1 I O ...........q--.,. I TAIR _ 1 W Cr STAIR I X-12 i ----- --- - -- ----r ! -� O V. II r I _ _ ___ 0 C LL El_ -. _ --- - -- -- -- ----- -- -- I Q 6T�OIIR ` ,F- III $rECltiiCA110N `! tJ L ex-10 11: Ex-9. . . . . . . „ . . . .. Ex R\• I �, REFERENCE NOTES' XcTm a, no STAIR - -• �- -I- - - - - - - - -- ( Q Ex-8 BLACK OUT EXISTING PARKING MARKI • ,y.; I • NGS. RE$TRIPE A9NORMAL 099G?0 W ; ' � .�. -, , .•: -;�wY.: . , I � RELOCATE EXISTING $KsNAGE O NEW - .t .• w. ACCESSIBLE PARKINGAREA. r-----•-------------•--+-= '• !'4r ., .•1 - .- T!-- I T T O BLACK OUT EXISTING STALL STRIPING. RESTRIPE AS 09900 J • , .... - I �' --� ACCESSIBLE SPACES. RESET EXISTING � N _ yy NG SIGNAGE FROM Qi STAIR i I 4 TYPICAL i 8 Ex•!I ` A•-I ALL AROUND PROVIDE ASPHALTIC CONCRETE SWALE TO DIVERT WATER 02151 W TO EXISTING DRA'NAGE SWALE. w ' REMOVE EXISTING LANDSCAPE EARTH MOUND. PLACE 02310 , ; � `:-_�» ,,; + • ;, - - - ___. ____ SPOILS ON SITE AS DIRECTED BY OWNER. SPREAD AND 02810 � s ' __-__,�_ SMOOTH SPOILS TO UNIFORM SURFACE SUITABLE FOR LAND- 02930 �_.-------------- ---J }} SCAPING. PREPARE EXISTING MOUND AREA FOR LANDSC•:PI4, 5 WITH TOP 501L LAYER PER SPECIFICATION. OWNER TO PROVIDE _ � LANG°�CAPE PLANTINGS AND IRRIGATION IMPROVEMENTS. 6 -- I PiovIDE NEW GUARDRAIL AS$Ef'iBLIE$ AT EXISTING EN- 05500 - - _ - _ 7r .,•,,, � TRANCE BRIDGE. GBD i 06 PROVIDE NEW WOODS 4 BENCH. FO.LO, �'� ARCHITECTS I I �\ V PROVIDE NEW C�JTTER ASSEMBLY. I + ! 01530 Incorporated , PROVIDE NEW ASPHALT SHINGLE ROOF. 01311 - .. 920 S1h' THIRD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �,� PROTIDE NEW CUR SYSTEM. 01510 PORTLAND, OR 1 _ Z -- I 0 REMOVE Ea'I$TING ROOF 1 GUTTER SYSTEMS TO PLYWOOD 015' 9 ) 2 -2483 ' SUBSTRATE. REPAIR PLYWOOD SUBSTRATE AS REQUIRED. (503) 224-9656 f' FAX 299-6273 It REPLACE ALL EXISTING GUTTER DRAIN$ WITH NEW DRAIN 01530 !. ASSEMBLIES. u -" • � _ • .d = ;- I� ',` / � Q PROVIDE NEW GALV. MTL. FLASHINCiS AT ROOF TOP CURBS. 01620 ��U A RC PROVIDE SINGLE PLY MEMBRANE ASSEMBLY IN LIEU OF 01230 B.U.R. ASSEMBLY. ALTERNATE 1. NE W. CAUAN -_- _ 1 ____ `+•-� — - i r ' PROVIDE NEW ASPHALT ARCA TO ACCOMODATE EXISTING 02141 ' DUMPSTERS BEHIND EXISTING HEDGE. RTLANO, OREGON 4' x - 2522 1 , NEW 8' CAMPUS 91GNAGE. HORIZONTAL SET, HEIG�4T a • _ _ ._ J = -� ,� • 7 f. ` WILL dE UNDER b'-0'. OWNER TO PRr".IDE AND INSTALL 9Jj� OF I , I SIGN. CONTRACTOR TO CLEAR SHRUBS AND LEVEL / FILL Clfb -- - ' ---- ,� TO MAKE 10' LONG BY 5' WIDE FAD. , - -- • - -i-__ - - N, 0� Q PROVIDE SEAL COAT OVER ALL ASPHALTIC CONCRETE 0214! Revisions •� PARKING AND DRIVING AREAS. _-- ,rte -_:_ i -_-�! - �, �• O PROVIDE PAINTED ACCESSIBLE ROUTE MARKINGS �• ` �' O NEW 4' x 8' 'CAMPUS' SIGNAGE. HORIZONTAL SET, HEIGHT - - --- ' WILL. BE UNDER b'-0'. OWNER TO PROVIDE AND INSTALL 91C111t CONTRACTOR TO REMOVE EXISTRJG WOOD SIGNS. \ O REMOVE EXISTING WOOD SLAT SIGNAGE AND INSTALL NEW ►L 91C4NAGE ON EXISTING CONCRETE COLUMNS. CAP ELECTRICAL PER CODE. 1 9a4+�01 N ® NEW 2' x 4' 'CAMPUS' SIGNAGE PROVIDED A-V INSTALLED - Project _ BY OUTER • 6/14199 -- - - - -- -- -- - - - - - - - - - - ._ _ - - - - -- --- SEE SFIEtT AO-1 Dote ?END 1 I 1131' ■ I'-m' • _- - - _ -- _-- -- _ _- - - _ -- _ _ _ _ - _ -- - - - _ - ` - - - - • . . • , • . PRIMARY ACCES9IDLE ROUTE Scole NOMH s 1 CONCRETE P�AVEf"1ENT 1 SITE K.AN - l1/3:1 - I'-0' x-SITEPLAN - - - - DRICK PA',/ERS 6900 SW Haines St r� SUP1999.00260 i - — 16 of 75 LT LEGIBILITY STRIP 0".1 CTO 2 3 a 5 6 7 8 9 IO I I 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 26 29 30 C Dat I I OI 4 4 NONI • I OZ 1 .1 .t �1.111111�1►1� LIIJ.I�I.dJjli .il.i.W LIl11t]11J_t.1�l�ll .l1�J.1.1.1�1.1a 111 1111111.111 .bill IJ.I.111 t]I I.I.�.Ia(Il.t hIlIJ�J�I.I��(. l� l I ' . oa ila.l.11 l�.l.I w.)� �.11J.�1I11�I1111�.11.1�I.IJ..i��l.�l.�l�(.I IaJ�lll�l l� . ,ytviy..r..a-a«................+wn-•..•+.tvr,w►.q+.«..w•n.w..+r. +..w.......w.,+..w- w+•n..n+rwrw/w.r.•+wo+f.•s+o-r+nw.w+rt.,. k.fw+.+'.M,rrMFW.: - +.w•+vvew,+ilie...,.,+,.•...,«w-ix..,+...n-•ry.w..,wNw.,.+.-....<:..rmrq . _ �'��,.'.«r.' .,..�h.,,«r.4 MYM•MiMIW.IwiM .. .,MIliNR4wRyM.h11..'�w"'w.-.r. .w. w.nvw+h+.Mr+w!••F.LwM.,.Tq..M•'•sy1.+••M•rr•+nra.n.w.•.•+•'w+•Y.wry+e•`f.wm.+Mmn.r•»wr• .rt••.^.+wn•+•w..w..w+.aw+.+w .rMMnenia++w..K,..--'iv+.Tir++!Mr.•+.fM.`+-1w.v+ • Jl -a 1 I GENERAL NOTES: -_q13 - - - - -- - - - - - - - - - - - -- - -- - -- - - - - ^- - - - - -- - - - -- - - - - - - - - -- - - - -- - -- - -- --• - - - - -- - - F /u'� ILIF I - I .J W AI-3 I I I I �r- --- ---F -- -- - - I W O __----- _-_-_, I U EXISTING i •r -` __ prsi} t I - - ' • I W -------- T cr --- I _t. ' REFERENCE NOTES: > ION SECw Z ?4 MOI TJ I - -------- ------_---- ------ -- -- ---_ -,---.----------.--------- I 01 PATCH ALL CRACKED CONCRETE PIERS TO 03300 `r ( e i I BLEND W/ EXISTING FINISH, FIELD VERIFY C TRENCH 1 _ ._ _. SOAKAGE TRENCI•. DRAIN L s I �`, .�_ -z r� _ I LOCATION. L t nu� 10 .11 _ I. I ' I SIM. 0 0 E�ISTING CONCRETE PIER 15 LOOSE. RESECURE 03300 W M T.O.S. TJ 24 4 �44:D. : " _i« AD. I - 1 ' W N EXISTING. T t -. tt� : • �-'� T t2 I l I TO SUBSTRUCTURE. N C .J T- - J FI IF 111- }- _ _ 1 I 41-3 v1 FIELD VERIFY } . �-7 I , I ? Q3 RELOCATE ELECTRIC SERVICE AS REQUIRED TO 16531 W °' a 3,11 tD II I j i '4'I'? - - - OPERATE NEW LANDSCAPE LIGHT FIXTURES TO tN.� Z ► I ;�, BE MOUNTED TO THE UNDERSIDE OF LOWER GUARD �. Z J ----------- --•---- ------ , TJ -1J.TJ �i - - ::-». :� �::.'. �,TJ �. �. ►�- ►-' �, �, ►�- �•l ' I L _ -J RAIL TIMBER z ' I L _ M W ' " `"`"' ""�-!" "' 'rT-'-" ` --- - - - - -� O PROVIDE NEW WATERPROOF MEMBRANE ASSEMBLY 01130 Z O 3 14 '� 1 l �A II iJ T1'P. Tl'P, OVER ENTIRE MECH. ROOM CEILING ASSEMBLY AND Z vi o i � -" TJ II 1 CANTILEVERED TERRACE AREAS. PREP EXISTING Q TJ .��: v I V I .44 "' ":'-' '-' - AD' A1-3 A6-3 I I DECK PER MANUFACTURERS STANDARD DETAILS O �f - -�• =---r= 23 2s I? 23 23 4 1 - AND PROCEDURES UNLESS OTHERWISE INDICATED F I 'I�- O -}. BY ARCHITECTURAL DETAILS. m j I TJ r�-z� +:��--- - ___ ----__--_-- --- - -- -- -------- ---- - 1 - - q q. _� i Q 91M J =� �= - r �` -Lm_J-- --� -L _ _ -_- _-_-- -- O PROVIDE NEW GUARD RAIL ASSEMBLY. 05500 41'4 1 '-II' 1 '• ~ ~ 4 I LINE OF MEOW. ROOM Vd V TYP. - -IJ- _ 14 O PROVIDE NEW METAL HANDRAIL. 05500 D t - WALL BELOW _1 4a.1 n 4 -� �s't -0 o- 0 PROVIDE NEW METAL RAMP ASSEMBLY. 05500 _ r- TYP. Q W I L J RELOCATE PRECAST GONG. PLANTERS FOR DECK 03921 182 I MEMBRANE REFURBISHMENT AND REPLACE AT Z �'LALLN i I' I t� , COMPLETION. RECONNECT EXISTING IRRIGATION LINES. I r TYP. �{ I O REMOVE EXISTING LIGHT FIXTURES AND REPI-AGE 16531 o a i i • CJ I 14 W. WITH NEW LIGHT FIXTURES. SEE ELECTRICAL. 0. I EXISTING EXISTING �-�3 O NEW CONCRETE PAVERS TO MATCH ExiSTING. 04810 WATER �1�3) FEATURE -- --_ - - Q" A 0. n NEW CONCRETE PAVEMENT. PAVEMENT TO SLOPE 03300 O TJ I TJ __ -_.. -.. _-._ _ _ AS NECESSARY TO MOVE WATER TO PERIMETER __. -- EX"TfNdr WATER • _�_. '.'' -.. .. �"'.��. _ .. -. ...�� - -- . EXISTING AREA DRAINS TO RECEIVE NEW 01130 CJ `� --�-.:• -- �.---•- _ -1- .---•,- - - MEMBRANE FLASHING. FEATURE - ---= •_• ...-- -T .._, _�. . _ Is PATCH AND SEAL EXISTING CONCRETE .NIS AREA 03300 ! C. 1 TO MATCH TOP l ��"''-•_ *-`•-*�_ •� --�4+.---I+�:- p � O TO ELIMINATE WATER PROBLEM EVIDENCED ON I ` of REGRADED I ' �'��-�:_.::-�-��.,___-- - ---� �-� _•-- -.- �._.,. _ WOOD SOFFIT I GBD 11 -3 r ¢ BELOW BRIDGE. 1 `�. rr. __ ,�_,__ ,_._ _� _ �,.,_ 14 NEW EXPOSED AGGREGATE CONCRETE PAVEMENT, 03300 LAWN TERRACE. I I 1 ?7 -.-.T.�- �... TJ 41.3 ; ... .... _ _ � ARCHITECTS C NEW CONCRETE RAMP PAVEMENT WITH ROUGH 03300 Incorporated BENCH --'-'=77!- '_T� BROOM FINISH PERPENDICULAR TO DIRECTION OF p __. _. .. . _. TRA-FIC. 41.3 .-z�s----•-�:-.y-c��•«•r• �-s-�•r::-�.�s- 920 SW RD TJ O PATCH PENETRATIONS AT OLD STACK LOCATIONS 04810 PORTLAND, I TO MATCH EXISTING PAVERS. 97204 -2483 i n NEW WOOD BENCH TO MATCH BUILDING STANDARD. (503) 224-9656 CJ PROVIDE EMBEDS A3 PER DETAIL I/AI-3. FAX 299-6773 , O NEW CONCRETE STAIRS OVER COMPACTED GRAVEL R BASE. nn I T J I O NEW CONCRETE STEPPING STONES, SAND SET, MATCH G,%9 A�C WIDTH OF NEW CONCRETE STAIRS. THIS AREA TO BE LAND- 1 ® NEW RAISED LAWN AREA. NE W. �. SCARED BY OWNER TO 71 NEW 2x12 P.T. WOOD LEDGER TO RETAIN BANK TJ MAX. 30 DEPTH PROM O tx t-_ __:�. `Y--; SIDEWALK O • 2N NEW MIXED PEA GRAVEL AND RIVER ROCK 3' - 4' DEEP MIN. -- « --------------- -- _ _--- - - -- - •� - - - RTLAND OREGON � - - ---- - -__ _ - -� 2s CONTRACTOR TO COORD,NATE AND ASSIST OWNER 2522 F CJ -- —,` 1 t-_ _ _ N PLACING ANCHORS TO FWCEIVE REFURBISHED WOOD BENCHES. � of O�9 TRENCH DRAIPI SLOPE TO SOAKAGE 1RENCH. APPROX. SHAPE OF REGRADED LAWN TERRACE. Revisions r_=- CONTRACTOR TO COORDINATE FINSH GRADING WTIH '`�� ARCHITECT IN FIELD. I' POOL JOINTS • li3 _ REMOVE EXISTING WOOD SIGNAGE AND REPLACE WITH POINTS TYPICAL. l TJ) � - �~ ` NEW SIGNAGE. • CONSTRUCTION TJ PATCH W/ mr-K PAVERS TO MATCH EXISTINGI. 04810 JOINTS • 15' WATERPROOF PATCH REQUIRED. TYPICAL cGJ1 LEMND u ' s� sHEEr Ao->I °.l84fam I � K } FIELD - Project VERIFY. _ -- -- - __ _- d EXISTING AREA DRAIN AD. • -�=- 0 EXISTING SITE LIGHT FIXTURE TO REMAIN. (b/I4/SS • r r!~ ' - --_ -- � • NEW PATH LIGHTING - Dote- TJ 1,' - -- I CONCgETE PAV MINTScale I/8 • I -0 mom '---- MUCK PAVERS � .�4---_E_NTRY TERRACE PLAN �' • rte' - x..fc�ta� .... ..,,._. .� ' s 6900 SW Haines St. 1�2 BUP�999-00280 17 of 75 LEGIBILITY STRIP `m0` `m 2 3 4 S 6 7 8 9 10 1 I 12 13 14 16 17 18 1 20 21 22 23 24 25 26 27 28 29 30 PI Z I 1 1 O1 q 9 p C e� I MON a 1 Oa 11.1, 11.1J.1.1�.1,I.lt.�l�,I�;1,�1 i111�1�.1�11 L�J!tl!1,�.1��.�1111J 1U 1JJ ala 11 I I J tI>1.�.1>I t�.11�1 1111 �Jli.1 11a�J I �111�11Tllali.laI.�1�,I.t,T l.t.11.U.U.�1.:�.1.j J 11111111111 �.J I�>laJ11.lt l�ihl..�W.a 111.1.litL Lli[LL�.111 t�1.1 ill.l i111.I ail I�oz .:! ...+•.«.nw+*MMt+MiMr►•M,. wnRIN 25X w.Mk:•+rw ...++..ew.,MMtn-r.Hwrw..nMrnwtt+"*M'Mgt:�M'!y, Y/ rt lYM'•atk+.Mei.Ts!.nwT ^ # wWwwr.•+.wyy'+. .. .. .. - ..rwF!'�'+f�l _ _ ...+•.t.w.•' .. .. . . .., _.., ......., ... .., .. � d1�1�; '"a""R'r'�" .1w^uM.+wW>fM'M+�►IM'1�MM`. I r, ----PANTED MTL HANDRAIL CGALV / PANTED MTL STANDARDS 4' OF TOPSOIL I P.T. 2 X 12 LEDGER BACILL COVER P O= WITH SEAL JOINT WITH MIORTAR MC!• EXI,TNG WATER'EArJPW FILTER FABRIC. ACO 'ULF' TIlNCN EXIOTNG CONCIETE WALK COW..E WALL AND / DRAIN S.1. GOAA E. _ J WOOD CAP TO REMAIN �ti{�:V} :ti:; ' �ti`< '' ,C:pS� <'' (OR AMPROYW EQ AL) J LNALTERED. _ I I i X11:1 _ 11'JI��' _ dU1VS011JDIWCa ——— W P.T. 2X4 STAKE ��..�� . .. __1 , � 000d;...O •• % ' SOIL -__I.` • .� t O( n AW- 'd°.al:� ' ✓ • 3/0' GALV. LAG BOLTS .ow •' ;.. --- --Mw - ' 4' SMOOTW WALL RJLL1'-/ ' .l�tllE�I I y �--' t FIELD VERIFY 1 i PERFORATED P1A5TIG 'I COMPACTED 501E ALL SLOPES, RUNS RISERS i PIPE. 2 'B GLEAN GRAVEL FILL. ' I t. ,, 3/4' TO 7 12' STAIR EX-2 O RISERS NEW MIXED PEA GRAVEL HEW CONCRETE RAMP WdERE OCC M. � ALL SIMILAR W/ 6r.MVSO�IVDING �` SEAL JOINT WTN MORTAR STAIR EX-4 �:J RISERS - SOUTHSIDE ONLY DIFFERENT RISER ' RIVER �•K• STAIR EX-10 O RISERS - EAST SIDE ONLY CC*F*URATI" I` CLEAN GRAVEL FILL STAIR EX-11 C RISERS - NORTH SIDE ONLY UJ lu 1 WOOD BENCH 5 P.T. LEDGER DETAIL 9 SOAKAGE TRENCH DETAIL 13 TRENCH DRAIN DETAIL 17 STAIR EX-1 - NEW MTL. HANDRAILS 0 Q 1/4' . 1'-0' X-A13-1 NTS X-LEDGER NTS x-Outfall NTS x-drain 1'4' • 1'-0' X-AI3-t1 W N I i to II Z W z EXISTING WOOD RAIL AI-3 < w I I z t CONCRETE STEPPING STONE . 3 PANTED MTL HANDRAIL - - - -- MWt - -- - PANTED MTL HANDRAIL � � O w /OVER GRAVEL FINES BASE, INTERMEDIATE DRAC•KET —- - 9 9 - — . _ ._,; INTERMEDIATE BRACKET IC O Q NEW 4' CONCRETE PATIO WHERE SHOWN - ---—_- � .r1 ir1 WHERE SHOWN � � O % p V / W/ e4 REBAR AT 24. OC EW 0 ` e F T.O.C. t 1— ELEVATIONS 21S'-S' � r , 282 T.O.C. � V �,.m. VARY W/ T.O.G. 6' RADIUS TYPICAL a 6' RADIUS TYPICAL Q i NEW F.ENCH. SEE DETAIL I/AI-3 SLOPE TYP. T.O G. T.O.C. • -- '`- - 21a'-10' -. EXISTING CONC. PIER EXISTMG WOOD RAIL ` r r �r - 218'7. -S' T.O.W. " .� GRAVEL . � l .. r,•• r►•• rr •• EXISTING EXISTMG CONC. PIER•� WATER w COMPACTED SUBGRADE FEATURE I''11 NEW CONCRETE STEPS — w FIELD VERIFY ALL SLOPES, RUNS AND RISERS FIELD VERIFY ALL SLOPES, RIMS AND RISERS t MIXED RIVER ROCK AND PEA GRAVEL V, I I STAIR EX-10 (SIMILAR) OPPOSITE SIDE SIMILAR (2 REQ'D) , 2 E�.UY / WEFT SITE SECTION AT NEW PATIO AND LAWN TERRACE 14 STAIR EX-9 - NEW METAL HANDRAIL 18 STAIR EX-9 - NEW METAL HANDRAIL - i � I/4'•I'-0' 1/4 . 1'-0, X-A13-14 ' i X-PATIO-NS � iii• • I'-®' X-AI3-I' ! I PAINT BRACKET BLACK PAINT T-BRACKET BLACK PAINT ASSEMBLY BLACK � - NEW METAL HANDRAIL .- - -- - � ��•---- 1/4' 9TL. GAL V. PLATE W/ GBD WELD TO BRACKET. —NEW MTL. HANDRAIL / BEVELED EDGES T ,/ ARCHITECTS �. STL. HANDRAIL Incorporoted ' —4' x 6' T-BRACKET 920 SW THIRD PLAN TOUCH-UP W/ GOLD GALv. , - -- - -- - --- - - - - - _ WELD TO MTL HAND- PLAN ,�, , R PORTLAND, OR 4. ;� --.::� RAIL ASSEMBLY �f 97204-2483 1i410 x 2' SA. FLAT HEAD (503) 224-9656 —=---a _ MACH. SCREW SET IN FAX 299-6273 EPDXY ANCHORS. 114'0 x 2' S.b.FLAT HEAD f MACH. SCREW. SET �1 EPDXY NEW MTL. HANDRAI- --Gam. TOPPIIJG SLAB 't ANCWOR USE S.S. FLA4T HEAD _t WOOD SGREW AT E:xIST. BF_N'1 ' ! A�pc i Iii ♦ x 2 S.S. FLAT HEAD i t +1 , - WATEI�'ROOF ME-1'fBR4J�E WOOD SCREW U ASSEMBLY. [1D tJOT 11 METAL HANDRAIL BRACKET k C� 11 II 11 1 1 PENETRAT! W/ AIVC' '�,� V I�lE w. �Wilk q .r.� 30 X-A13-II u ' rA !1 -• — -- _ -- EXISTING WOOD BEAM 11 1 15 METAL HANDRAIL BRACKET • A � ,� � i — 30 • I'-0' X-AI3-I5 3' • I'•a' X-AIS-1! ' -- - -'- - -- r-- — — Revisions —_ --- __ — ---- -----------------------------------------..............._.---- .-----_--_ ------------------, ..-------------------------------------- ....�. ...........................I........................ .......... ... ............................... .... ...... _t_ -- ...'�•:. ......:......:..•..•....:...............•............ ........,..................::....:•................. ........ _ .. ...... ........ ..................... .......... WATERFALL. BEYOND ................................................._�-..............."..... ...................................... TERRA1rE OVER!IANC I —.— ....... ...... .............................I............ .................................................. ....... 1 _ ...... BEYOND ................ .......:....................::..............................._Mi.........'.......................................... ........ ................::...............•....•...•.........�`�..•....,....:..........::.................:I.......:.,.:'......... _.... ..................................................:.. :_...... ...................::::......:::':::::::: :: ......... EXISTNes SIDEWALK Project ?` ;`; N)E{LI CONCRETE RAI'1P .....:. ' ::::..:.:.................. ............._. .............................................. ": S MAX 1,20 SLOPE ! .................................................. 6A4l1" :::::. .......:::::::::::':::::::::::::::::::::::::.....--.....................::...........`..............:;.aL:':::.. 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VIII 2 '�" illi' llllllllilll i,lll - LEGIBII-ITY STRIP 0 I I I sll Il17 I t8 19 20 121 2 2'a 25 26 27 218 29 30 . I�mm.I �m Z I 1 1 OI q NONI • l OF 1 1�W�1�J.�1�1�J.�IaJ IIJalal lt��1�_l>Irl.�l J.hall.ul��l�i.� �.i>.1LJaJ. .1.11111]fif1J.I.Lw2J.IJiL�.Iaa.IJ-�lLl.�l��l��1tilh1.01iiiIII �,llIIilldlfija.� I 0, 1.aJa.la.l.t a1�11111.11�.11.;J.a.�J11.U.�1�L1 I� y' i� ,w.w_.....+—..._.....,...-..n,•re«+i.,.hM."�MkMMR'rM,�!r"'�,.I'.MM�"e.r,Y�^1moW.•.Fr+!.M.+uIM�r✓ rn:.�T!..wMwal!n.a.. ,. ""TnIMINIM►y".'�Nla+n.'ena^aN1,NAMIMr11M'NdKMi+e' .�.�.�,M .. AMM MM'Mllfw, m. 04 W 004im .. .. 10001604000 A 00y 'pollFl+I ;-.'. . No - q •t{�* .. •w, 1 1 i ' 1 7 - i ! GENERAL NOTES 00 SHEET AO-1 _y • _ i 1 II� ! TrLL _5 I I I r j w _ .. 0 i r _ SEC. A SEC. BC REFERENCE NOTES- ">I> I Z AS-3 0 l!J Y- Y-2 • EXISTING HANDRAILS TO REMAIN. - Z 11 ---- � • _ _ _- ♦-�-a -•-_ -�- -,.sem. .. � -•---=a�j � --------- Q PROVIDE NEW MTL. HANGRAL A95EMDL IES. 06300 ��-- --r �' ••• + Q PROVIDE NEW GUARDRAIL ASSEMBLY. 06600 a. M } 0 PROVIDE NEW MTL. HANDRAIL ASSEMBLY. CORE 06!lm" n I 3 r DRILL EXISTING STAIRS TO RECEIVE STANDARDS. to O1 a w0 O f mat W 0 cr STAIR r,� .M -- -- — EX-6 `J _ w STAIR HANDRAIL IMPVEMENTS STOAIR -- * ROCOVERED IN FIRE REMODEL WORK 9l:OPE FOR BLDG E N. I. C. I w STAIR REX•4 1 GBD ARCHITECTS !ncorpora(ed 920 SW THIRD FJRTWVO, OR 97204-2483 (503) 224-9656 FAX 299-6273 -- r 7- 1' ► crloi Fry. ci I.:mi 1 Npftili Ic,ul, vo 041CON� 1 GiROl1NL) FLOOR Pi,.AN 1/!' • I'.®• �(-FLOOR-tm ' COORDINATE EXACT R✓%J064 - M DIMENSIONS Revisions • SAW-= I'.r PRIOR TO WORK ExIsTINoi eLAe -- Fv — LEGEND IM 8HWT Ao-t SET A66MISLY TO ALLOW CARPET TO SIT FLUSH CONC. PAVEPTNT W/ — -- - "% REDAR 0 24' O.C. E.W. r { CONCRETE PAVWlENT G RlOUT SOLID - FLUSN TO EXISTING FLOOR ~ •. ELECTRICAL DUCT A96EMISLY — ! • > > '-' - :-- • OVERLAY EXIST. GRAVEL RA 0 A►Y SIPPORT ORACIClI;T - DO NOT ANCHOR _--- —7 _ — ------ I lW LANDSCAPE FILTER a THIt UbW ME IMAM. SHIM AS RECUP ED. !I-T—I 11�I I 1-�LT;� ( FADftIC W40) =1 1=1T1-=1 I I— -111j-�–III Project t- ;i; 3 • PERF. HAPV PVC L RAE _ e WITUT144E PlIIOTECTION DOAAO - BOTTOM AND 61096 —�—I I I_i I =— !I—Tl l=l I � AT EACH C.J. CAP ESS LiQI� ' UPATL'11111111'ISOCP SWW MEMes AM - PlITUT}AMIE 3~ - ;T=1 I I I i !L�r AND SURIWUND Wf b' MMI. 4 SEAL ALL 6110" AND PO'ETRATIONS AT RIVER 1111111110m Octe FILLET 11 a -=•,�_ ` RACEwAn AND cc�17uR TlINGHIS -I I=mo L►1 1 11 . NEW CGNC!!!1'! SLAB .III—I� t v � I�Ii-�)I � Scsa le ` EXISTHO FRENCH ORAIN 4 ELECTRICAL RACEWAY j BOARDROOM SLAB 12 CONC. SK)EVVALK EXIST. RENCH DRAIN _ X-AW-4 . 6900 SW Haines St. •111111 3' 0 1'•ij' I • P-b' X•AK-� BUP1999-00260 o4 . 19 01 75 i - - _ ._.. - _....... ... -- - .r.i..r•a+�.ai�Mntiyrrr.++.R..4r.ii' J.L", rr-ai";e:.t �.r.-. _......_,_...l.a, _. ..o-,__ • ....._._.. ._ .r.. 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CONTRACTOR TO VERIFY III NEW HARDWARE GROUPS, 1 COMPLY WITH ADA OPENING FORCE REGiUIREMENTS PRIOR TECHNICAL TO INSTALLATION. MODIFY GROUPS IF NErAINARY TO MEET T - _74 REQUIREMENTS. OFFICE OFFICE OFFICE OFFICE OFFICE ©4d 1014 ir I06B 1088 11?'Ij I14B ! HALL a4m <v 1 ! I 1038r IN RECEIVING PRINT / COPY SHOP TRAINING W 1658 �-' 46.1 1188 1058 - '. I COPY OPE14 OFFICE OPEN OFFICE • 1158 ' n6aTJ REFERENCE NOTES' SECDONON Z „ w_ I � —- __—___ - -- __.__.___ . O FIRE EXTR�iGlJ181-IEP CABINET TYPE 'A'. 10523 F 2 TYP WALL II'-6' 1'-0' Itae -- FURR WALL$ AS REQUIRED TO RELIEVE -..i 1 °. 11'1A ,}` -____.�___--, _—__ 0' 3 - RECESSED CABINETS a 99 2 9 - - - - - - - - - - - r� ', � I Q PROVIDE NEW WALL, WINDOW, DOOR ,45$f1'1DLY � N REFER TO ORIGINAL BUILDING CONTRACT LL 09 N / Oi STORAGE I I VEST.I 4 �� I g O- DOCUMENTS FOR TYPICAL DETAILS. O ♦ N COMPUTER I I 101A _ �y d , 1 3, CUT EXISTING CONC. WALL " NEW SIDEWALK m33� �VV/^,J� � W Z u� I - I19A TELE. I WORK RM _ — O VJ z p o - - - - - - - EQUIP.i - - - - I I 119A Ia - - Q FIRE EXTINGUISHER TYPE 'B'. 10523 VV��J = � w 1�9d-1 rM-2 rns� FILES 101A I 1 ' ! A 4b-1 ! O ' - - .- .- .. iv Q SAW GUT EXISTING CONC. SILL AS REQ-0 FOR - U. ; "I I I16A I � � r I - WORK / FILES y - � INE OF DOOR OPENING. 3 . n I 3TDOR sE BREAK JAN I 1 _ 4 1 1rs2a I I I I ; I?0B L BRIDGE to oc y. (� _ ROOh1 16?A I I 0 ' 'I I 3 WOMEN I I 1 1 ABOVE 0 NEW CONC. SIDEWALK PAVEMENT OVER EXISTING m2151 O n I6P�d 1628 L I A.-1 STORAGE :t ELEV. I 1 I I A I FRENCH DRAIN. Z .0 0 162s HALL 162A I 5'-5' 118A 1�0�► 06 -s'uw: I so p __-- -- 161A � E� JAN. E EVATOR I I I � j. .,_ uI Q RAISE EXISTING i3lJ?"IPS AND GRATES AS REQ-0 - ----------- b �� 180A 102A 103A / 5 •0 W� N PA . C -. - t -- -- -- - - - - -- - - - - ---- - 1 -- - - - Io Y NO HANDRAIL TO FLUSH NEW PAVEMENT SURFACE. M QQ EXISTING SITE STAIRWAY. - L H I O U I ,tJ IMPROVEMENTS REOV. I TELE. 70 AL*N ARC W/- - - J �`' I MEN i 8'wl I ,. - Q NEW CONC. PAVEMENT. 02151 15 5'-4 160A HALL EXIST. WALL I 135A - y 2 l'-4* -# J 15'JA 4s-1 I I / FI tYP ' QQ EXISTNIG CCt:v. PAVEMEN-. - W �� I WORK LES HALL - - - x '38A l" - =� 1 I??B - TELE. STORAGE A__._ ,ji 141A N•1 I I1 's VEST.E4 A] I I ISSN __J------------ --I -I STRIKE ELEC. "�` TYP .. I J � 141A ISSN I I � � OFFICE TYP Y-1 41- 41-? 12M 1-- - TJ 70 OFFICE - 9 APPROX. SAW CUT I i OPEN OFFICE GBD SHOWN DOTTED DC�AIlD Fool-I 'l I ; 135d ! ARCHITECTS V F.V. Incorporated P ti B 9 a ` " --�- - _ ----8---- ___-_ = N-1 �► MULIT- -- -f - ENTRY HALL PURPOSE �'` LIBRARY �" 920 SW .HIR[I 1438 1406 138$ , PORTLAND, OR A-4 u.: 1 I 9 7204--2483 7-- I , OFFICE (503) 224-9656 WORK RM 1304 ♦ FAX 299-6273 1'-5' 1'-5' I 1368 ! rof Ro GENE W. CAUAN TYID TYP I _ _ ONEGOIN 2522 I . 'T t ON LME OF �.../ — - ---=T - - --_ --- - -- - -.- -- -�r� LINE OF NEW I Revisions I BRIDGE I I I i ADA RAMP 1 GROUND FLOOR PLAN ABOVE ABOVE LEGEND IM 0EET AO-1 I/8' • I'-O' ___ X-FLOOR-02 GENERAL PARTITION NOTE- - _ 3!' 24 3r EXTEND FDARTITON TO STRUCTURE COWAN" PAVEMENT ALL OFFICES, REbT190CI 1S CONE / BOARD ROOMS � � ' 1 PIPE SECXU IAL PERIMETER/2' DEFLECTION HEAD ARE TO RECEIVE ACOUSTIC INSULATION BATTING AS Pfle WALL TYPE 2. � PIPE SEAL ALL PENETRWTIONS PER ADDITIONAL PARTITIONS TO RECEIVE PACE OF CMU SHOWN DASHED APPLICABLE CODE REQUIREMENTS ACOUSTIC INSULATION ARE IDENTIFIED ( ALLOW 1/2' SHIM SPACE �I ON PLANS. ` Project '.IEE DETAIL Ip / A1-2 FOR TYP. PARTITION HEAD ACOUSTIC DA TT INSULATION 1 `21"t' 25 GA METAL STUD AT 24' OCG. - -- INDICATES ALTERNATE STUD WIDTH I TYPE X GYP" BOARD TO SUSPENDED CEILING SYSTEM ABOVE (LL O. NJ 6/14/99 PISOVIDE 'Y TILE BACKER DGAI D AT BRACE TO STRUCTURE AT 4'-m' OAC. SURFACES SCHEDULED POR TILE FNISN. Date �►' TYPE 'X' GYPGW BOARD T'YP. EACH SIDE h' T *X' GYP&JM BOARD M. EACH LIDS ( %' TYPE 'X' GYPSUM BOARD TYP. EACH SIDE . - PROVIDE tV TILE DA-,JMR BOARD AT K P1I�VIDE 1i' TILE BACKER BOARD AT PROVIDE 1'2' TILE BACKER BOARD AT &-MACES SCHEDULED FOR TILE FINI81•l 14y' 213 GA. METAL SCUD At 24' OCG &MACES SCHEDULED FOR TILE PNISH SURFACES SGHIED1k.ED POR TILE FINISH. I Scale 2%12tV 25 6A, METAL STUD AT 24' O.C, I TO b' ABOVE CEILING SYSTEM I WOW RATED PARTITION TO SGA METAL STUD AT 24' OC. TO SUSPeCED C:EILNO SYSTEM ABOVE PLL O. NJ .. TO SUdPENJ?ED CEILING SYSTEM ABOVE lU. O. N.) ,ACE TO STR�JGTURE AT 4'-m' O.C. BRACE TO STPLICT1�E AT 4'-V" O.C. i ddY E& I ASSOCIATION PILE NO.W' W* 4 WALL TYPE 1 (WO 8 WALL TYPE 2 (W2) 12 WALL.. TYPE 3 (W3) 16 WALL TYPE 4 (M) 20 NOT USED x-A?I-4 1' . 1'-O' X-A21-0 1' 611.408 X-A21-12 . 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CONTRACTOR TO VERIFY THAT NEW HARDWAPF9 Cs1801JP8 ' rl in in y.5 • COMPLY WITH ADA OPENING FORCE REGLIIIZITO PRIOR I, TO INSTALLATION. MODIFY CvP= S IF NECESSARY TO FEET • OFFICE OFFICE OFFICE 4. OFFICE OFFICE OFFICE REQUIREFIENTS. 2104 ?,3d 2,raB 20,8 ?10d 1128 � ", OPEN OFFICE W VIP ?SIB - :�,. O 2 e 20" OFFICE STORAGE v ---- -OSTS y 21503 2118 A1.2 4_--- r OPEN OFFICE OPEN OFFICE .� '� h _ iv 0(v :d 1168 �" REFERENCE NOTES "� Z lu FIRE EXTINGUISHER CABDT TYPE 'A'. 10523 •i'-0 h'-2 a HALL Rjpp �.. -=.,,- -_- _-_ — ----- - R R WALLS AS REQUIRED TO RECIEVE --� -- --- - �•• -- , •s 201A H I-4 A `_. . -- - RECESSED CABINETS - _ -- Not— NEW RECEPTION AREA CASEWORK 06200 cr , ROOM I mA- ITFT J� VEST. I , ®'-b' 0 PATCH EXISTING CONC. FLOOR WHERE 0330¢, v �t AS-4 263A I I I 204A 20yA RECESSED PIVOTS HAVE BEEN REMOVED. Z o f j CONE I 1 I _ I OFFICE OFFICE m Q PROVIDE NEW MTL. 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T---7�ej��--�rl -- }- - + -+- I 020 SW T 41RD r� --- PORTIANU, OR ; - ; • _---}-7-• - .. - T i ---—•+-- .� 97204-2483 e' �.- - ~•' � 1 I I. .1 .1 I I , , I - -.. _ (503) 224-9656 r FAX 299-6273 L J- ,4 - EAST 8 - SOUTH G - NORTH � GENE W. cu,ua 3 WOMEN'S RESTROOM - INA (;0 I/4' • 1'-0' X-INT-ELEv-01 15 HALL ,221A - EAST �j D. � X-INT-ELEV-021 '.9 10 F Revisions TYP, TYP. TYP. TYP. Typ. TYP. U N EQ A 1.21-0' 6 E-0 -=�fv EQ A,3 2'-�• Al-4 A1.4 E61 elm • - 1•!f --- .b I 1/4' CLEAR GLd88 « i ,. -'- 1/4' CLEAR CILW I --- � Project �II'1 � rD 6/14/'99 bate Q��[[ �I 4 •4, III I 1 I I I r► �--- � , - - - --- �. -- - -- - -- ---- - - i H 1/4' = V-0' I Scale CURVED WALL —- -- - - _ _---- — _ ------- -- --- - -- a CURVED WALL r I � - PRINT SHOP 1788 EAST 8 OPEN OFRCE 201 - SOUTH 20 OFFICE 2378 - NORTH V . 16.v x-INT-ELEv-m w4@ •i'-O" x•MT-ELEvm 1/4' a 14•.09 x-W-ELEv-02 _ 6900 SW Haines St. SUP1999 00260 i " 32 of 75 LEGIBILITY STRIP 0 2 3 a p 7 1'0 1 1 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 IrA. .T Q 4 q� HON, .y10L 25X l�l.�l.>.1.i1��J u.1 I -,�llwtl 111 l,i�I.I.11�1�1111 W 1�1�.11l�l�J it l ll�l►I.I 1 1U l 11►�1111J ll lilll.LWl lLl1 11 tJ�J�l>1�11)�1 ll t to l�U lllil �l�►lt l:u IaJ�J�I�!►1�JJ1 �1 1L�W I I IQ 03 01- p .r.....x.r..-,.««�... ^^ 1•-*..nmMM/.►s'"+i+1+7^*+wr...yvw,ww+•tw+'+rVh....M..r..»y+wawa w :....' . ... .. .. - - .. +IxavMi..}.l.xv+P.. •T.a. ... ........!..:.a'.OF•p.n...'.MY4.uMr..wan!�1W+F1tn1M►. _ I 2 HF-1 Fm PAR - _ .. ---- - - A - PLAN � -M co Ow 1 RECEPTION 242A - NORTH z O � X-INT-ELEV-02 W W N r- > j Cr. N � aw QQ (n Z W W Z � U Z V1 D 3 M�M � ~ i � W I A1-4 �'� I 1 ! A9 4 B - SEr./T ION O _ _ __ w -- -- - CURVED WALL CURVED WALL z I . I I 2 HALL 246A / 234A - SOUTH 18 R.A. STORAGE w 1/4' . 1'-0' X-INT-ELEV-02 1/4' 1'--0' X-INT-ELEV-02 O If I I GBD aLi -- ARCHITECTS Li 3 - - -... --ii - ---- - incorporated 920 SW THIRD PORTLAND, OR 1 - --- . --- -- 9 7204-248 503 224-9656 --- ----- - --- _. ---- - -- FAX 299--6273 , �� 1 1 •� =_ ___ vW. MAN NE LI T ?— — — r n ZE PORTLAND, OREGON �. 1 2522 `�► (A m 0dag Revisions 3 RECEPTION 242A - WEST 11 RECEPTION 242A - EAST ♦♦^^ X-INT-ELEV-02 1/4' . 1'-0' X-INT-ELEV-02 VJ to z Al-4 I y � I •►,-� A�• I I W4W1 I it Project I 6/14/99 , 4 Date Z1 1/4 1'-0' Q Scale V CURVED WALL t 4 HALL 201A - NORTH I/4' • 1'-10' X-INT-ELEV-O! 5�31i t 6900 SW Haines St. SUPI999.00260 I - _ - - -- — -- ---- - 33 of 75 I r9 Cm I I i,! I VIII L III I'!! III III III r III IIII III II„!I� III'IIII 'VIII !i''!I' ! � , M lllllllll (IIIIIIIIII �IIIIIIIIII' Illlt Illli illi!IIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIU IIII LEGIBILITY STRIP 0 Q 4 5 6 7 E3 10 1 I 12 13 14. It3 17 16 19 20 21 212 23 214 25 98 27 28 29 30 om� .lc "Ill IIpl JCDQ b HDNI 0 loa -, ,,1.�.11�.I11�J.i.I1L11Ll►11a>1��.LI�.I�ILII�J.�I.I.ILIII_tJl-ILI �J�J�.I.111�1 LFIIIaI L11�1�1.I .L��1.11I1.1llll_I.I.I.I.I�ll l�_I�l_I 11a-I IX11.11III11111III�.11.1.1Id17,,1�111].11L.�1 U1W 1�1�1�1�1111J��1�.1a1.1��1.�I.�IIII�oz 25 nor+..,..,._.......,..,.,.....,rn.vr,..,M»�w�aHw -•+•�Ava.�� `1 �tl ( I I I I I • -- - - --- ---r (--- - - - •'- ---- -- }'---------- I 1 I I I t 1 I t I I I I . 1 I i I i 11 ® B ® .� -,r- -- -� 1 VERIFY a: WINDOW LAYOUT �^ V, 1 HALL 201A - SOUTH Z 0 Q 1/4' 1'-0' X-INT-ELEV-tat z z W M N - Al- W W W .� Ln - Z 0 J I I II (X LAJ W _ II I I I 1 �._. � � 3 _ - --- ��-------u ® z ri r-- _____. _ _ , __r N ( o 4 ateJIM ►= in it 7-T IL U I I 1 ` •�. STEEL W A - UJE5T B - NCRTN C - EASTo,�s z 2 MEN'S RESTROOM - 237A 1/4' . I'-0' x-INT-ELEv-021 W O ! y,e GBD I I ARCHITECTS -- I I I I I I u-------�� -LL------11------�- ® ® Incorporated 920 SW THIRD PORTLAND. OR i• - " - �' r 1 _. 1. _ III 1 I I i i 1 97204-2483 , ~ ,. (503 r 11 �� ) 224-9656 `_,. � �• :_._ `'_-'._ _" • ``_�__•�--�- - - -. -- _ I- -�•I �I _ ,;-' _�_ ! - I � AX 299-6273 I 1 T - - -, — - F%J Q STEEL �G�� S � A - WEST S - 5OUTH C - EAST GENE W. ALUM � .� 1 3 WOMEN'S RES 100M - 206Ao, oaEGON t zszz Gp x-INT-ELEv-02 OF OSA i Revisions • •I I _ — z , n LL © to Project 6/14/99 I Date __ l --a- ••-► --- S Scale I I o ! 4 WORK ROOM 263A - SOUTH va' x- -e>LEV-025�4 6900 SW Haines St. SUP1999.00260 14 of 76 cm I .«.. IIiIIj lillliil'i• i ll'lll II!I „.rrwmoWtlwa .. ilii III -„-.« LEGIBILITY STRIP o 3 a s s. ,�� I I I Illil� l; 1w LEGIBILITY i Illllulllllll�.,l :; I pm -Itm 9 10 11 12 13 14 1R 17 18 19 20 21 22 23 24 25 26 27 98 29 30 ZI 11 O1 1 I 4 1 C DJ25X HONI � IOZ ��1t1.�1�1�1�1�111aJ LiIIJil�l�1 1> �.1� J�L�J,�1�1�1�1i1.IJ.II�JlI�l lLWIWJ.J.�ala. I IJ1 1111.I.IlL[l[ltu.li1jIIIII�I�J�u �1.��J�li.li�ll�J�.Il.lil.L �ladl��.�1iW111111 U1111111 1.1111111 OL • ,.:R,^4wew,n...._w...o,wKe+rolwM7l+we�b..,...ru,rwlwfwrw«wMwIA WIN I PVW.-RM+±¢nw.hMl MbIM 'PnaRw+Ml+4 WMRC - . ., ;. .... .. .,.. Kw.«m ..+,"r1�'�'a+w. «.q,.,.w..w+.wrw !w.�MMoAI�•M '.w.wa+»w «N�NIIMMMIIIYPYwI� 1 w 1 9 8 8 FORM MA — NEW METAL HANDRAIL - PANTED A ® WOOD AND OLA66 GUARDRAIL DARRlEIR *&we I' ------ IQ 14' WIDE GLASS JOINT. FXP06W VERTICAL coo" A — EDGES POL. "D. ,I1 I i D 0 0 PAINT RELITE GLAS6 V P-I. m�D _ (C". 'A' 211 SIDE 0NL.Y), '-- _ _ lc� — '-14CLEAR TEMPERED CoLA66 068" V _ Q NEW V GYP. OD. ON PJMW G STRIP'S I� Qi EXISTING WOOD RELITE A66V-SLY - 11 1 I W 0 x .--.- J - -- ---------- - ----------- - ! M: � W 2 STAIR 262A - PLAN 5 STAIR 202A - 2nd FLOOR PLAN 9 STAIR 202A - est � � FLOOR PLAN z Ld N X-STAIRDWG 1/4' I'•m' X-ST.4IRDWG 1/4• a I'-m' X-STAIRDWG O H n A Z V t W Q o 81CD S 1 1 �, , .r .• ! I CONE. COW. rELL y' Y r SIDE SIDE CD ..•� - ♦ -'.� \\ I yam/ 1 am I ST we 1' Ir--► J GBD r ! , ARCHITECTS i -- — Incorporated 04 - NORTH 8 - SOUTH A - NORTH 8 - SOUTH 920 5W THIRD PORTI-AND, OR Alit 262A - ELEVATIONS 11 i AIR 262A - ELEVATION - NORTH 97204-2483 (503) 224-9556 V4' • I'-O' X-STAIRDUJ<3 wr 1/4' . 1'-D' X-STAIFRZX 3 FAX 299-6273 I ........................................................................... . ...... - ...... •I 1 ........ ........... .::::......::::::::::::.... ::.::: CFllE CALI�II .. ..::.....: :::: :..::.: :.. ...................................... .... 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HANDRAIL hEW METAL HANDRAIL /---EDC# OF EXISTNG WALL dw 1 1 %-- 1048-;f- �- t _ 1 - M / --- 4' CLEAR 'EI'^PERED 1 � 1 ' k-2 .K•3 '• GL.Sb6 �_ � r „„ � �` � 01611 I Irl' NCMINA,L STEEL PIPE --- 9 P AND PAINTED EXISTINICs WOOD HANDRAIL `� --EXISTING WOOD WANDRAiL EXISTINGWOOD GUARDRAIL r / -ExISTi*G GR uADRAIL 11.11 CLEAR TEMPERED r ? GLASS Q CLEAR TEMPERED 1 ( r GLAS6 r 1 .' CLEAR TET-IPERED /i- �i GLASS EoISTING TRIM I f `� .- ---Ex STING TRIM �� I � `A& . Ex!STING TRIM iiiiiii, dam w own* y--- EXISTING •RIM � i � ,.�. 41111111111110j' 1 - -- EXISTING P06T BEYON.. -_-_- -- EXISTING W Ex SING S'A R A-15, L� 8R!CK PAVERS '-ICK SET BRICK PA�ER5 'T" CK SE' so OVER �.' PLYt.rOCp LOCATE SUPPORTS AL<jNEDa: 0.1ER �i' pL` �+00D 1 �� _ Wi EXISTING RML DOWEL4 •JNO AT ^"ID-SPAN r 0/1 1 GUARDRAIL SECTION 5 GUARDRAIL / HANDRAIL SECTION 9 GUARDRAIL / HANDRAIL SECTION 13 GUARDRAIL SECTION �---- EXIST►* w°°° -J F. Ow x-•.b:-' �' -C' ♦-Ab2-5 I' • ' -C" X-Abs-9 b�� 1111 I'-m' X-..b:- 3 wf--- Q 0 SCREW UARDRAIL •+EAD TDL1110 x-64 � Q W C141 O*°'Oi= ,,E,,, E AL �F 17 HANDRAIL RETURN 5f rJvO x-A62-6 v~i o^, . CLEAR 'E"'iPERED W w O r- E sSE A� E: E S TYP COLA" 6w I:lL ACK / Z_ v ♦- - - - - ►a-r - �---- . � - d£,SE EDGES yrOOFRu"IE PAINT "-A-,C FRAPT S-EEL PIPE RA'L Z3 0 c3 .,DOD =RA : *• S 'STET" WI-TR-v5 i ExIST NG TR;M Na;_T - 0 of noov WOOD TRn- WOOD FRAME aF- BLND »EAD SCEW PANT 3Y5'EM 3E' FI, •' CLEAR 'Er'+PERSED GLASS - , - WN-TR-'i5 GmfI`- .l sr T1. -Q r;/ BLACK CsLAZ1N Cs TAPE �--T- - ---- _ �� Q i - •' TEI' RED IV STEEL RCD - CLEAR GLASS -. _ Sa I M SauARE AS RE a'. CLE ACK GLAZrNCs �. WOOD TR'M + ANCA iv > �- EXITING .i00D RAIL 'OP OF EXITI ' -"--- EX I ST r1vCa WOOD TRIM li - AND F'L_ / J� dL ACK 5E A1.ANT uj --- --- �--_ ` �•' NPILOT «+CLE - EX'STING WOOD 04ANDRAIL Y 040000iEX�ST'NG W..L� AS6E"W SET ROD N AD++f S'.� 2 GUARDRAIL HEAD 6 GUARDRAIL HEAD 10 GUARDRAIL SILL LU 6' • I . x-Ab:-: b' • -iD' x-A62-6 6' • ' -d' x-A62-Id 1 b � ac 63' WOOD LN ►Ex M.D R>EW j 0 6 Z- �— T WOOD TR M SCT SET AND FILL f ------ ------------t --- - - " ExtST.NG TRIM ANCHORS AND FILL -�_--�- '%' CLEAR TE1'"PERED ASILL W' - -'------ GLAZING TAPE L IGw -- --- 18 HANDRAIL SUPPORT EXIST. TRIM / f s CLEAR TEMPERF_D WOOD FRAJ"E 6' • I'•®' TEMPERED '••' CLEAR TErRED ( GLASS Wi LACK WArNT SYSTErl ARCHITECTS GIN LA66 W1 BLACK GLAZG TAPE �'I '4— - - d WI-TIR-vS D GB % GLAZING TAIME � f 4--;-- SNP1 AS RED a Wom T RIM SCREW WOOD FRAME — - _ __ - -- -_-- - _ - ._ PAINT SWIM EDGE r— - orpow!ed • - - - - - - - -- BLACK I ALL - � SET AND FILL - - - - - -- ij n PAINT SYSTEM " " TYPICAL AT --�- -_- - �: - WI.TR-YS _ _ TER^'1INATION$ I 923-SW '►- J +4 - • •• EASE ALL EDGES TYP aCR,UwC. CR -� _ - -- -- _ 9'204-248 WOOD FRAIlE CLOSE VC5 - - - PAINT ' _ --- - - ,u GRII�0 AND FMISH `S ) AX299`69-38 W-TR-vS ALICkN NEW WARDRAIL _ 1O AS6EMBLY UJ/ EXIST. EXISTING WOOD TRIM C'.�41�'ET/PAD TRIM AtND ANCHOIR o _ I ` M'TO EXIST. TRIM. - - -- 0441M AS PECUIRED \ Fly �Q��'►D �''G LME OF �!I ST INC WOOD f AP RAIL S 1 "T BEYOND w Mix Cn W EXISTING WOOD WANDRAIL -_ \ I6 GA. I' x I V1' x Irl' W�i�E '1 CKET PAIS3 GSILL 7 CU SI _ _ AT STRINGER 11 GSILL b' • I'-D' x•462-3 b' • I'-D' x-462-1 b' • I'-m' x•462-II x 'c � 2522 �� ` EXISTING WOOD RAIL a 4 Revisions low- EXISTING WALL j \ EXiSTMG WOOD PU9'f' 107 HANDRAIL ANCHORt ! '•' SAW KERP AT I' OC TTP. i I ',i' KERF AT I' OC TYP. b' • I'-d' )e-A&2-16 SER ALL C0011HERS I IAK)Or,I FRoWlE EXISTMG RISER CONDITION PAM: W-TR.vS ( MITER ALL C4710RS �� -yam PANT SYSTEM WI-TR-YS GRM BRICK PAvER TO MAD LJ6 984 1 '�►` 1/4' CLEAR TEMPMI M "f 1/4' CLEAR TEMPERED Proj6tct ` - GLA" I&M DLAUC ✓ _ GEAR tW BLACK - C T/PAa GLIA DOWN GLAZWj TAPE __ : —r 0LAZ1NG TAPE 6A41" r- WOOD BACKNG Date WOOD OWES.I� r~EAD SClIQWW r� � _ _IIIOOD TiRR1 Z SET AIS AD DLII D HEAD SSW 0 �►�" SET IMC FILL E16fNG 45 NATE© - _�_ N PRAYERS Scale THICK SET �- SWM SCUAM AS RIUM 6i4I1M 60,14RE AS REGt'D rtYuloOD �. PmIT ow Raaf N.AcxL' p' 6900 SW Hames St BU P 1999.00260 4 GtJARDRAL JAMB 8 GUARDRAIL JAM 20 TREAD DETAL 3 6 of 75 MRS •• • I'-o• x-A&3-4 b• • 16-011 x-Ass-a I �,• . I'.0• x-A62-20 6 2 ......._..--... ,.npKw. h•...•.. .........,. .-...._.......w..........—,ewAd'MA.,na.aurq„oe.........,._.,....._..... -..... ..w.. .—.__.- .. .`.r.—_.. —._. _._ ._.._._.__-_.___ _ - LEGIBILITY STRTr • _- T 2 3 4 IO 11 2 c - _ L.. G 22 23 2o. L_ 2e L� 2=—� L- .- e ZI if OI NOMI aloe Ih 1111" .. kJ, I I ( ( oz y. .a•+ns +w !s t) L ( 71 7Li 1 I GENERAL NOTES. -- VERIFY - - -� 9LOCKOUT FOR HYDRAULIC P P(>BITlON PROVIDE 8' x 8' ' OIL LINE AND 6' x b' BLOCKOUT FOR ELEC. �Ic I CONDUIT FOR THE ELEVATOR VERIFY LOZATION ( I WITH ELEVATOR CONTRACTOR 1 ! I { 10 EB EOTVATOR EOUIPMENY 1HERS ( 2) VERIFY PATH OF OL LME WITH ELEVATOR GONTRACIOR. -- FINISH FLOORING _ I I -- Q - - ❑- -- - - --- (_] ` ------ - - ---_ :--- 3) c.00RDR•IATE LIGHT FIXTURES AND UTILUTILITYOUtLET9 b' x I/4' x FULL LENGTH __ _ STEEL PLATE W/ 1/2' DIA. x 4' _- LOLOCATIONATION WITH ELEVATOR CONTRACTOR . -�I _'_ a n NELSON STUDS AT 12' O.C. STAGGERED -- -- 4) MACHINE ROOM HEAT EMISSION BTUH T01 AL. - _ EXISTING Ll— y I 5) PROVIDE ADEQUATE LIGFITING TO MAINTAIN MIN. 5 CUdCRETE SLAB caw FOOTCANDLES ILLUMINATION a PIT FLOOR (WEiC.). 5' X 4' x 3/8• METAL ANGLE Q VERIFY SIZE W/ VENDOR ,, �ir•3 a / — e-! �3 (P) PROVIDE PIT ACCESS LADDERS, LIGHT SWITCHES, r AT •' OC J = LIGHTS, AND GFCI PROTECTED UTILITY OUTLETS c� a -+1 1) CONCRETE r'c . 4000 PSI * CMU r'm . I boo P81 ww - - --- 8) SEE ELEC. AND PLUMBING FOR W LL — - ADDITIONAL SUMP INFORMATION 17 ELEV. SILL SUPPORT Q AP3-11 O cum Q +f I EXISTING SUSP&VED O --• ? W FLOOR JOISTS SHORE I AND CUT TO LENGTH 0 N w z a I2 0 `` Z (3 _- - - . w LJ 0z SIMPSON LUS26 JOIST I 3 vi 0 3 C HANGER W 10 / D NAILS rA oix VJ z " co, ►_ (2) Irl' DIA x 5' EMBED 4 THREADED RODS AT �M� G ID CL 0111 50,0 R7UT a: D 2 FIRST FLOOR ELEVATOR PLAN 10 SECOND FLOOR ELEVATOR PLAN - 0 2x10 CONTIN•10114 FACE O LU x-ELEVATOR V4' • I'-0' X-ELEVATOR BOARD. le- 7 C �C Z 18 FLOOR / CMU CONNECTION ] I-I/2' • I'-0' X-A63-18 J w tRr';�F 1W NEW CONC. SLAB - I ' CHIP BACK EXISTING _-. __ . ._.._. .. I I _ TOPPING SLAB. PROVIDE O ExISTINCi ( I I ( I I I } I 1 3 x 1'-4' DOWELS AT Ib' O.G. WALL FRAMING I 1 EPDXY SET, 4' MIN EMBED. IN j I I I I I I I GROUTED CELLS. DO NOT CUT K I 1 EXIST'G FLR JOISTS, SHORE AND ' 1 EXISTING . ; r - NG Ll CUT TO REQV LENGTH I ROOF FRAMING I I I 1 t3 IM � I , T ( ♦1-9 i I ' I ( 1 ".; I i j i !I _ - OV�(?E ANGLE: -bx4xi 'x- ARCHITECTS I rl V-b �-�- Incorporated EXISTING I I I I i I - I I i i WELDED TO EMBED PLATE P MECHANICAL FLOOR FRAMING I _ 1 .3 ,,,--PROVIDE PLATE: 3/8x12x17 020 SW THIRD I ----- �____ 3 • W/ l4) 3/4'DIA THREADED PORTLAND, OR --LINE OF ---�-- + . - — _ _-" �8 RODS, s' MIN EMBED SET � FINISH CEILING / ■ M SOLID GROUT BOND BEAM 97204-?483 14 I S (503) 224-9650 - FAX 299-6273 , PROVIDE PLATE: I I/?.�cD I NEW DOOR OPfNINr�'s --- - I _NEW bePROVIDE REPLACE CUT UM CUT INTO EXISTING WALL Cm SHAFT MEMBER (D IS DIA OF WES) n µ IM H I GENE _-- - AT_ { iSAW OJT EXISTING FLAB tYP EXISTING = 19 BAR JOIST / CMU CONNECTION Po�runo, oREcoll CONCRETE FLOOR 2522 ! r FLOOR DECK 1-1/2' I'-0' x-A&3-19 GD I NEW , USC 4�9 ' WALL ----- --- -- -- - _ LINT' OF Revisions FIN 16+4 CEILING - 0' CMU SI IAFT WALL W/ 45 DAR AT 32' O.C. VERTICAL MG 'S DAR ----- I j At 48' OAC. HORIZONTAL � i i COORDINATE AND ' ..RIFT ALL RAIL CONNECTION - 111 DAR CGNT�I BUS - _ -- -- DETAILS WITH ELEVATOR VENDOR PRIOR TO FABRICATION � �� TLA�P� Q � • ALL BARB 3dV W/ 24' i OR ICAFT WALL love E"IED INTO CIVNCRETE SOLD GROUTLLS ' WALL BELOW.v I SAW CUT EXISTING SLAB TO RECEIVE ANC.HOS I l4) b/A' ♦ x b' STUDS � � + 9$4�Dml I EPr'»!'I' SET Project EXISTING ----— 1 METAL 0ONCRETE I S • 12' OC VERT! WALL , LADDE I �'� b : 3 • 12' CIC Ia01 • ' PW'VIDE 3 BAR EPDXY 6/14/99 14 L.. 0 S• ' 8 ELEVATOR RAIL D - -- AT t2' 01, Date — I PRO IDE METAL � '•� •' � D'1DED MM 4" MCS GRATE AND FRAME9 6' S!-AB ON GRADE W/ ELEVATOR VENDOR v v Ek18TING CONC sLAe. A9 NOTED AT SUMP _Ir 3 • 12' OC EW • SLAB 8' CONCRETE PIT UTALL PLATE Scale RIF 1 II VEY STEEL COORDINATE 812E of 3 Ia01lZ ^T. EXISTMG CCW- &AE (2) AND LOCATIONS ' j I'-�' WITH ELEVATOR VENCO#R FM OPADE�TOR F'IT.&AW CUT �� 4 SECTION THRU SHAFT - NORTH 8 SECTION 11-iRl! - T' PORTS 6 REO'D) 20 PIT CMU SLAB CONNECTION ._....s SHAFT EA 16 ELEV. RAIL SUP ( / / 1/4' s 1'-0' X-ELEVATOR -- V4' • I'-O' X-ELEVATOR r.1/j• . I'-p' X-A63-tE I-I/1' • I'-O' X•AIbA-TO • 6 3 6900 SW Hslnss St. r I SUP1999.00260 _..... .......- 37 of 75 ,...._.•.5,, .•• Irat.r cm ..._... ...., �,�� X1111: ; .,... 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INSTALL IN !R ^ I V • � C------------- ------------a 3/AS-3 ONLY. - PLASTIC LAM. I l -- --�, I - - ---- - BOTH FACES I. I SHELF STANDARDS INSTALL SHELF AND EDGES/ SHELF STANDARDS . Z r~ I91 � 9 A STANDARDS IN ALL SIDES OF ALL 9 W N • b I'.6' - r r' CABINETS DOORS N I ` 676 i I - PROVIDE GrROI`1"!'CT �` m W 0 o w Cy M 0 Z PLASTIC LAMINATE VJ p Cr PLASTIC LAMINATE BOTH FACES AND EDGES/ PLASTIC LAM. I O ,J c BOTH FACES AND EDGES/ SIDES OF ALL DOORS - PLASTIC LAMINATE DOTH FACES AND EDGES/ SIDES OF ALL DOORS BOTH DGES/ ►- FACES AND EDGES/ Q Q C SIDES OF ALL DOORS SIDES OF ALLDOORS 'Q 0 p P. LAM. CABINET SIDES/ u, MELAMINE CABINET u; I' x I' GOVT. ANGLE Q ADJ• SHELF / BOTTOM BOTTOM PANEL ts, U. x I' CONT. ANGLE ' ' ' ,�— PANEL 4 BOTH SIDES OF CABINET. 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Incorporoted MELAMINE ADJUSTABLE MELAMINE ADJU•9TABLE W — PLASTIC LAMINATE nl 6'.4ELVES AND BACK PANEL SHELVES AND FLACK PANEL ALL F4CES AND EDGES .n PLASTIC LAMINATE / TYPICAL ALL SHELVES. � PLASTIC LAMINATE � W PLASTIC LAMINATE � � ,.� 920 SW THIRD BOTH FACES AND EDGES/SIDES ?' 150TH FACES AND EG'GEt7iDIDES ? 150TH FACES AIAD EDGES/ 9Lr POR,LAND, OR OF ALL DOORS OF ALL DOORS,! PLASTIC LAMINATE MELAMINE SIDE PANELS `' BOTH FACES AND EDGES/SIDES — SIDES OF ALL Dr�OR6. � v � `-- - � 97204-2483 MELAMINE SIDE PANELS (503 224-9656 UNDERGADNET LIGHT FIXTURE - � ALL DOORS GONThJt,lOUB WALL CLEAT - W FAX 299-6273 E� WALL CONCEALED EXPOSED ' MTL. COAT ROD CONTINUOUS WALL CLEAT - CONCEAL CONDUIT TO WALL � DSp A5ED; -- } CONCEALED a EXPOSED ' GAOINET ENDS �� ,p A i �.-- ---- - - CABINET ENDS ---- PLASTIC LAMINATE `-------__---- . C4 - ¢ — CONTINUOUS WALL CLEAT - VENT. HOOD. VERIFY u; --.v PLASTIC LAMINATE ---- CgVGE,4l-ED a EXPOgED DIMENSIONS 1 NE W. WIM CARNET ENDS '�•. UNDERCABINET LIGHT FIXTURE - � TT CONCEAL CONDUIT TO WALL OREGON r 3 UPPER CABINET 7 UPPER CABINET 11 UPPER CABINET 15 UPPER CABINET 19 OPEN COAT CLOSET q 2522 I'.I'-m' I••I'-m' 09 O PLASTIC LAMINATE Revisions I � PLASTIC LAMINATE DACKSPLApr+ ANL' COUNTER PLASTIC LAMINATE PLASTIC LAMINATE PLASTIC LAMINATE _BACKSPLASH AND COUNTER BAGKSPLASH AND COUNTER BAGKSPLAbH AND COUNTER tu tu BACKSPL ASH AND r L :r COUNTER z -�S'1 i •Vie•. PLASTIC LAMINATE PLASTIC LAMINATE PLASTIC LAMINATE - II%6xl�2' Tb. WPPORT O BMW FACES AND EDGES/ BOTH FACES AND EDGES/ ALL FACES AND EDGES. -_ ID PLASTIC LAMINATE G SES OF ALL DOORS SIDES OF ALL DOORS V BOTH FACES AND EDGES/ Q SIDES OF ALL DOORS MELAMINE SIDE PANELS 9 MELAMNE SIDE PANELS I 984�m1 MELAMINE ADJUSTABLE e. MELAMINE ADASTAALE ;� I Project MELAMINE SIDE PANEL' r—'---- —� SNELVEtS 4 BACK PANEL. 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STUDS BOTH SIDES GONG. COLUMN r, OF T.S. ANCHORED AND ATTACHE TO TOP TRACK a a n - NEOPRENE GASKET TUBE 'STEEL WALL SUPPORT ° TYPICAL ei 2 j ANCHORED TO STUDS - DOTH USG CONTROL JOINT '1x93 SIDES. TUBE LENGTH EQUAL TO CONNECTION DEVIGE6 METAL STUD MITRE ALL CORNERS ;:: i.. PARTITION HEIGHT MINUS 6'. TO BE OF AN PAINT EDGE FLAT PAINTED TO MATCH FINISH APPROVED TYPE BLACK PRIOR TO ( I AND HAVE 100" INSTALLATION CAPABILITY BUILDING 9TRUCTUh+ NO EXCEPTIQ1y� 41D VERTICAL STRUT --� ' TUDS AT 4 25 GA METAL GYPSUM J AT 11'-0' O.C. ter`------ COUNTER5L OI'*E HAt<*ER9 BOARD BOTH SIDES � EACH WAY F MORE THAN 1:6 OUT OF PLUMB GYPSUM BOARD W/ METAL EDGE .. ... •r„ SECURE ALL WAWA-RS LATERAL BRACING 1 00Z TO TRAPEZE BUILDING N STRUCTURE RE W ADDITIONAL HANGERS I AND OTHER LARGE 'dsT'�('GT'°NS 9 TYPICAL REVEAL GYPS OAR CONTROL • a: ALL MEMDER9 WITHIN � L 13 UM BOARD ONTR L JOINT 17 LOW PARTI'T'ION TUBE STEEL 8' OF ibERIMETER F.S. x-Al2-9 F.S. X-Al2-13 3' 1'-0' x-A72-11 O W STABALIZER BAR CROSS RUNNERS FIT BETWEEN ALL __ �I j BETWEEN MAIN RUNNERS LOCATE MAX. b' FROM � w EACH END AND 48' O.C. MENDERS AT si MAIN RUNNERS AT pET1LEEN ENDS PERIMETER ACOUSTICAL BATT INSULATION 8• _ 4 -m' OG 4 -0' OC. 4'-0' O.C. SUPPORT 4'-0' EACH SIDE OF PARTITION `D W M A� m' DG 7 (E'-©' OC) - -- WITH 912 WIRE AT 4'-0• AT ACOUSTICAL PAF�ITIONS REINFORCE LOW PARTITION a C-4O.C. OR WITH 910 WIRE WITH 1' x 2' x b' STEEL TUBE J i-• AT 5'-0' O.G. ACOUSTICAL CEILING SYSTEM WELDED TO BASE PLATE � N at b�0' NAX 11 0' O.C. EACH 'uAY BRAGS TO STRUCTURE ABOVE BOLT TO CONCRETE to Z -- ___-- - - - _ `- - -^ _ �� PER CEILING SYSTEM BRACING DETAIL WITH EirPAN310N ANCHORS LATERAL BRACING AT 12'-0 OC. EACH WAY. O MAIN RUNNER TO STRUCTURE. BEGIN BRACING z• VERIFY R1EQ'D TUBE LENGTH. Q t W cr WITHIN 6'-0' OF PERIMETER AND 2'-0' FROM _. I' BLACK NEOPRENE GASKET (CONT.) _ CROSS MEMBER - 3 METAL 'L' BEAD (TYPICAL) � Z .� ; do , ' 1 N - ANCHOR AT 12' O.C. STAGGERED TO 1 x 1 x 3/16 W NN ^ C9 4 `j METAL RUNNER TRACK �_ PARTITION TYPE WI _ PARTITION TYPE W2 WALL OUTLINE Q Q _ AT ACOUSTIC LOCATIONS 3AB U � (1) t-�' • HILT! K811 i ACOUSTICAL BATT INSULATION 6 W/ MIN 21'4 ENBED _ AT ACOUSTICAL PARTITIONS I t w BASE (SEE FINISH SC-140.) R 3/8 x 3 �/8 x 8' E -- 6 � 6 � � W/ PARALLEL WALL I -- ACOUSTICAL SEALANT1, \ ,)'n TRIM AS REQUIRED AT Z I AT ACOUSTICAL PARTITIONS END CONDITIONS TO �� CONGEAL. 2 TYPICAL CEILING SYSTEM BRACING _ 10 TYPICAL PARTITION HEAD 18 TYP. TUBE STEEL SUPPORT 8I 1"�' ■ 1'-0' X-Al2-2 3' • 1'-0' X-Al2-10 3' • 1'-0' X-Al2-18 w I o I � 1 GBD ' ARCHITECTS Incorporated - 920 SW THIRD - - - UNI-STRU CHELS SECURED TO STRUCTURE PORTLAND, ANN 97204-24833 56 1/4' THREADED STEEL RODS (4) TOTAL. (FAX 99-62 3 1 i DOUBLE NUT W/ LOCK WASHERS. FAX 299-6273 METAL STRUCTURE ABOVE EXISTING I I ONE AT EACH E � A�r -- -- GLU-LAM II �j GENE W. Ml.AN t� METAL STUD 10IEE BRACE AT 4 FEET O.G. CONTRACTOR DESIGN TO ACCOMODATE --- EXISTING CONDITIONS OREGON ��• r' TIE WIRES TO 6TRUGTURE ABOVE 2522 CONT. 16 GA. ANGLE EACH SIDE. W - ANCHOR W/ 010 P'HSMS * 8' OG STAGGERED SUSPENDED GYP. d©.I TI N 'ter-CEILINGASSEMBLY lot Q�9 ELECTRIC PROJECTION 'SCREE � EXISTING WOOD BLOCKING ELEC. ROUGH-IN AT END 2V3' METAL ANGLE BACKING • 16 GA SHEET METAL CLOSRE W/ ENDS. CONT. AROUND RECESS Revisions U -- -____--- -___ _ _-- -- -- - -- ---------------__-_- + 1/4' HEMMED EDGE TYPICAL. PAINT METAL CEILING ANGLE CONT. MTL ft"4ER TRA,,5 AT PERIMETER 1E I FINISH INTERIOR SATIN BLACK SET IN SEALANT 3 Irl ' MA. SOFFIT JOISTS AT 24' O.G. ---- i �I SUSPENDAG(�IJ6TIG TURN STUD ENDS BACK 1 1/2' AND SCREW SUSPENDED CEILING ANGLE CEILING ED ED AC<LY -- AN04OR WITH e8 PHSMS AT 12' OG TO RIP44ER TRACK WED. ANCHOR FROM INTERIOR OF CLOSURE oil rT L ----- --- ` ... METAL CEILING ANGLE SET IN CONTNUOUS SEALANT DEAD GYP. DD. CEILING SYSTEM IVERIFY W/ VENDOR -METAL EDGE TYPICAL P984�m) b/8 GYP. Da. 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HANGING STRIP TUBE STEEL WALL SUPPORT ATTACHED TO WALL * EACH SEE DETAIL 2/DV-8 METAL STUD BACK EDGE OF SHELF TO GBD FOLLOW CURVE OF WALL UNDERICABINET LIGHT FIXTURE - MELAMINE ADJUSTABLE CONCEAL CONDUIT TO WALL ARC�/ncorporated ITECTS NC SHELVES AND BACK PANEL �— FRONT EDGE OF SHELF �.. ✓ TO BE STRAIGHT IPL-U - PLASTIC LAMINATE (PL-U 920 SW THIRD BOTH FACES AND EDGES/SIDES PLASTIC LAMINATE PORTLAND, OR OF ALL DOORS 8 u; 97204-2483 — 56 MELAMINE SIDE PANELS (`iO3) 99-62224 3 iv F'AX 299-6273 I , I I 1 CONTINUOUS WALL CLEAT - 1tl2'XIVl'X.S/Ib' STEEL ANGLE -- L C48 NETT ENDS EXPOSED TO VERTICAL T.S. IN WALLSUPPORT FOR "LF �� ,� Air - VERIFY SIZE REQUIRED all - PAINT T.S. V -- PLASTIC LAMINATE (PL-I) E W. - —' UNDERIGABINET LIGHT FIXTURE • CONGEAL CONDUIT TO WALL 1 ,00REGON 3 UPPER CAENNET 7 UPPER CABINET FIELD of VERIFY Revisions TUBE STEEL WALL BUPPOR'f A-0&4 W/ WALL BEYOND SEE DETAIL 2/DSI-8 I ; (2)iii' x 46, GROOVES — BACK EDGE OF SWLF TO RVE * 4' O.G. 2'-2' FOLLOW CUOF WALL 1. FRONT EDGE OF SHELF TO BE STRA*WT494 i PLASTIC LAMINATE ` '— • DISPLAY SHELF ' PLASTIC LAMINATE 9001 COUNTER Itixl ' 1' T.S. >>lUPPORT Ili'XlV}'X3A&' STL. ANGLE Project s110,1}aORT FOR SHELF ANGFd01lED TO VERT. Tb/Date 4/ TA N WALL - vvtry gIZE Pec"IRED , Z(.I - PANT TS. n AS NOTED 01 UScale i MJ85ER BASE AT WALL 4 DISPLAY SELF 8 COUNTER i • - — - 6900 SW Haines St. SUP1999-00260 40 of T5 73 ,j •+i.:f ..:...r•.�..ww...nw.._wMwr.-w...Vr.ln.e.n.,.-e-...+..... ...•.•.�..ti-•.M•.•.r•.•... ....-.•-.. ,..-..raSF'�'.,�... .i..�_....•.... -..-:.-._.- .- ... ._. .._..-. - ..—. _ - _.-..._...-�_.�_ _ - .�..—. -.._--o.•a...w..�. -_. .-. ... r.....--....r.... -.__ _ _-_ _..-_.._.-..._ ....�._._. _ .r3 6 �IIIIIIIIIIII LEGIBILITY STRiP C O 2 3 7 9 IO I I 12 13 14 I16 I7 18 19 20 21 22 23 24 25 26 27 26 29 30 pmm.l cm Z1 1 1 01 MON I f IOt �l.�lal.�111�1 >1�1�,1i.1�11a.1t��l�.l�lllt�lil�l�lUl�J�l.�liliILI�J� W11�111�W.11�llal.11>Gl�l�l�1 �a.lillJ11�1tltlil�W�l�1►111.�1�1� lal�Ji-ILI.11�l.alall�lt ��I�J.11J�1 �1 t1 0z .�lal�.l.lill a -.. - - _. , ., . . _.•.- T -pop .. f t a . , PLASTIC LENS - ALP MS �-PLASTIC LENS - ALP N5 �, (' r TJI FRMfN1 AG PLYWOOD CLIP ANCHOR EA. COR CLIP ANCHOR EA. COINER s PLYWOOD •I �{ '1 j f�IWOOD TRIM CORNER BLACK GLAZING TAPE BLACK GLAZINrs TAPE . . + PLY'D BLKG. A9 REQ'D METAL CLC. ANGLE + I _ •� TJI FRAMING ' GOVT. PAINT FLAT BLACK ' TJI FRAMI - - .•� I NG ,'�F�� _-TJI FRANC 4u �'; - - TJI FRAMINGC } i � 2'%' RUNNER CHANNEL - TJI HANGER I I -- ss' PLl'li1C�D "' 1 '•�4' PLl WOOD _ _ rl � i4 1 PLYWOOD CUNT. LENGTH OF RM. 4 x '. DEEP h. - I J SAW KEW AT •moi a' - 1 i!! f'1 _ WOOD BLKG. c I' O.G. tYP. ALL WOOD TRIM (2 X 12) _,�Il _ WOOD TRIM (2 X 12) �r .Illy PAINT TRIM WI-OFA-Lj) -- _� ADD (3) Ibd NAIL„ PAINT - WI-OP-L3 H11 I PANT - WI-OP-L3 'I AT ALL BACKING FASCIA BOARDS ALIGN W/ EX1.4TING RANO r, ALIGN W/ EXISTING BANDI,I GYP. BD. W/ ---- ,� ! ALIGN W/ EXISTING BAND - I+ 1'1ETAl. EDGE FRAMING. SHIM AS REQUIRED _� SWIM AS 1�QUIRED SHIM AS REQUIRED -� ExISTING I' I„ Il - WOOD TRIM (2 X 12) BLIND SCREW ANCHOR$ BLIND SCREW ANCHORS _ �, ,� I - - SHIM „1 BLIND SCREW ANCHOR$ WOOD FRAME 1 SET AND FALL SET AND FILL ;l. . 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METAL EDGE LL � METAL EDGE �: METAL EDGE 4d. a OR AS REQ'D BY TOP OF RELIGHT FRAME — TOP OF REL IGHT FRAME ` CODE BEYOND BEYOND WALL TYPE 1 4J' W a: 1 CEILING FRAMING 5 CEILING FRAMING 9 CEILING FRAMING 13 CEILING FRAMING 17 RELITE HEAD z 3' 1'-0' X-A14-1 3' • 1'-0' X-A14-5 3' • 1'-0' X-A14-5 3' • I'-0' X-A14-13 6' • I'-0' X-A14-I1 W BRACE TO STRUC. _ BRACE TO 5TRUC. 1' DRACE TO STRUL AT EACH JAMB AT EACH JAMB S 1,2' x '%' WOOD TRIM I I �-- WALL TYPE /� Q AT EACH JAMB � W M ' SUSP ACOUSTIC �Y SUSP ACOUSTIC 1 �/ W 1 VJ --- $USP ACOUSTIC CEILIN�.3 SYSTEM CEILING SYSTEM N ---- - -- - ---...-. a a L1 I1 a WOOD FRAME i -• v► - -.. CEILING SYSTEM 1 o NEOPRENE GASKET. ;� NEOPRENE GASKET. PAINT - WI•TR-VS '1 SEALANT °' _ / • C W CONT. ',,' x -1/4' WIDE 1 �� CONT. 1,4' x '/4' WIDE 2Z NEOPRENE aQW DE ' 2'�i' MTL. RUNNER CH. ' 212' RUNNER CHANNEL 1'4' CLEAR (ILASS I Q Z I PREPAINT LEGS -- 1 _ d W cr J 2";' MTL. 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ANGLED JAMB 18 RELITE JAMB 8 1 6' • I' x-A14-2 b' • 1'-0' X-A14-6 b' • 1'-0' X-A14-I0 6' ■ 1'-0' X-A14-14 • I'-0' X-A14-16 III a:O 1. �. I 4J- 3J. - I I 2 J' 1,4' CLEAR 131-459 VARIES 1%' A '/i' WOOD TRIM 7 �EM��D AS ON �� — r_---- Ips' CLEAR GLASS � �' BLACK GLAZING OR AS REQ'D BY _ SEALANT _ __� TAPE T`rPICAL GBD CODE - _ " �1 ell ryap _ ` ---- GYP. BD. W/ 1'4' CLEAR GLASS �l �.- TAM ISLACTYPICALG ARCHITECTS— BLACK GLAZING - - -- -- TEMPERED AS _ ARCHI 1 ECTS FLEX METAL EDGE INDICATED ON PLAN __r I, CL Incorporated ---� TRANSOM PANEL TAPE TYPICAL �. .-,� ALL CORNER°' _ � OR AS REQ'D BY / � TEMPERED GAS S I ' I' rtil� -_ __ - =_ CODE �v�t - " i� INDICATED ON PLAN -K n �` _ , _ -PLYWOOD BLKG - - ~ 920 SW THIRD ---- -- - '^ HOLLOW METAL ';• ��t.. . SHAPE TO FIT - - BLIND HEAD OR AS REQ'D BY RELITE PW-�ME - - SCREW TYP. _ CODE PORTLAND, OR PANTED 21%' RUNNER CHANNEL __ SET AND FILL _ BLIND HEAD SCREW TYP, 97204-24x3 (503) 224-9656 CURVE PER PLAN `~ ANCHORS `r SET AND FILL ANCI�ORS FAX 299-6273 9 �\ dilaD ---- - f-WOOD FRAME - - WOOD FRAC T I "I• �' _ PAINT - WI-TR-VS PAINT - WI-TR-VS --- DOOR I � SEE DETAIL 18 / A1-2 �(�D � n/► r1 - 11' x ''e' WOOD TRIM 111 ..�• + FOR PARTITION BRACNG INFORMATION MORTISE JAMB TO i HEAD AND SILL �? GENE W CA1aN 3 DOOR / TRANSOM 7 DOOR / RECITE JAMB 11 RECITE SILL — FAC�MT'ED GLASS 15 RECITE INTER. ANGLED MULLION 13 RELITE ►LATER. MULLION PORTUIa, ol�c�oN 21122 6' • I'-0' X-414-3 6' • I'-Ita' X-414-1 6• . I'-,a' x•414-II b' • I'-0' X-A14-IS b' ■ 1'-0' X-A14-19 a O�y I Revisions �I WALL TYPE 4J. •J WALL TYPE -----WI 1 !� J V J I I � W I -- 4 � --- . 1 IA. 2j' 114' CLEAF' GLASS 4J' T • CL RED AS GLASSEAR - - Z DOUBLE OR ! ,. 7 NESTED STUDS HM. PRAMS NESTEDDOUBLD& - TEMPERED N INDI TED ON PLAN `----__ L ' TYPICAL � , .` --- ND1%:ATED ON PLAN - OR A6 I��i'D BY I'; PANTED TYPICAL ItmGORAs E Rl=Q'D BY 4 CODE .► ;. �11116-4 SOLID SHIM '•' � �,I I 2' k _ 2' BLACK GLAZING ' dl-AGK GLAZING ' TAPE TYPICAL e�4�01 ry ,. LEVELING SHIM 1v I I Project CAPE TYPICAi P.T. WD. PLATE H.M. RECITE rRAM1E MITER STOPS - GLAZNG SHIMS HOLLOW METAL 2 " 4 ANCHOIR TO FLOOR IRR" - PAINTRD ,fir,, DIMPr.E F04t -'�. \ WOOD FRN fE PAINT SIDES BLACK PLAT WEAD 6/4/99 �� DOM PRAM , �/ ��_\� ANCHOR - \\ \ I \ \ PANT - Will Date -•r* g 'p --14OLLOW METAL r' - _ LEVELIM2 S►4�'1S AS NOTED lu aVE MR lq-00}lING I I PAINTED RELITE FR.� ME ` _' - ` P.T. BLOCK613 Scale 1. 11. 2Jj' �' I� 4 4 ' mm pmea 8.0011 ria �. � � 1,rrOQ! rR11h0E 4 DOOR JAMB 3 RELITE SILL. 12 RELITE JAMB (SU SIM) 16 INTERMEDIATE RECITE JAMB 20 RELITE SILL 6' . I'-0" X-414.4 b' • 1'-m' X-A14r.- 1' • i'-O' X-A14-12 b' • I'-O' x-A14-16 b' • I'•D' X-AU-20 7�4 �.mmoftm � 6900 SW Haines Sf. BUP1999-00260 41 of is • I II.I IIII IIII IIII IIII IIII II ...•. -: ..,a cs �..l14,a,.. ....+A'i••relScuM �M"#".. C"n "`111 IIII I I II I I l I I I LEGIBILITY �1R1p 0 Cm 0 I 2 3 10 ill 12 13 14 1 IS .7 IA IA 20 211 2'2 23 24 25 28 27 218 29 130 8 I I OI 7+ HONI s IO0 4 # 1 _ .�.1�ll�I�a.1�1J.1.t.111J�Ja,1JJ.1i11111.1�! 11Jul,UJJ�>,i1J1�i11J11JJ�1.1.lal.lJ.111_�JJ�1J_I.�.I.la1..u1�J.li�1.;.1111JJ.�,IJ��lt1J.lJJJllli.l l_U�.�J.1-�l.11iJ�l>.IiJJJJ�1.�1.1JaJJJ�J.�I.a. I�W.IJJ.!�J�1�.1J��iJ.IJJJ�IJ.I:IJJ.J1� n�. ,,r7,n,• _. �. VIA 110001000 1-ow—m 11 ll 1 11 mile 1110i Ito 1.4 40 00 r EXISTING 2 x b WOOD FRAME - WALL TYPE r WALL - ' W 4 , 112' 'X' GYP BD. OVER 2 x b �' ,. DOUBLE OR f OVER. '-2' 'X' GTP, 50. 1: i COX PLYlU00G NESTED STUDS t f �• •I �, FIRE SEALANTTYPICAL AND BACKING ROD � -- IN, TYPE 'X' GYP. BD. COX PLYWOOD 4 x 8 P.T. SILL , TYPE 'X' GYPSUM BOARD 1/2' DIA. x 8' AN. BOLT . _ -- • 1'-0' O.G. .v �., I I; (MIN. 6' FROM UNDS) y — 2X8ATI6' OC II -- 2XSAT16' OC 8' CMU WALL _� BRONZE BRONZE W r• L AVERS =2 ELEVATOR FRAME4� 8 ELEVATOR' TYPE 'X' GYPSUM BOARD ' ''LR FIRE SEALANT AND ' � --- ____---- b-----------_-.. ------- __--__-_ ___ _-----_ ----------FRAME Wi METAL- EDGE '. 13ACKI !I �, NG ROD ELEVATOR VENDOR VERIFY ELEVATOR VENDOR VERIFY O FIRE SEALANT AND BACKING ROD (2) LAYERS we' TYPE 'x' GYP BD. W/ METAL EDGE 1 ELEV. SHAFT FRAMING 5 ELEV. SHAFT FRAMING 9 ELEV. DOOR HEAD 13 ELEV. DOOR HEAD z I I/2' I'-©• X-Al$- I I I/2' • I'-0' X-Alb-b b' I'-ra' X-A15-9 b' • I'-0' X-Alb-13 z • ^ � EXISTING WALL --- _ — BRACE TO STRUC. G EXISTING 2 x b WOOD FRAME . :,,4• � WALL TYPE AT EACH JAMB WALL - DOODLE OR - SUSP ACOUSTIC ' CEILING SYSTEM 2' 'X' GYP. BD OVER 2 f b s NESTED STUDS Y J n n OVER '12' %w, GYP. BD TYPICAL _ O1 11 N Z WOOD J01$TS REMOVED 7 • �. t ? i FOR SHAFT C>PENING SOLID 2 x BLOCKING INFILL r AT FLOOR FRAMING VOID -, FLAT AINT DL ACK GS Z 3 O NEW '�• TYPE 'X' GYP. BD. iv �,, All J w t WOOD BLKG. 00 CONTINUOUS OVER BLOCKING —- Q EXISTING '2' TYPE 'X' GYP. BD BRONZE BRONZE -{v — PPAAINT SWI-ER-V4 Q 1 ELEVATJR KEW FRAME TO ELEVATOR FRAME 8i• FRAME RECEI•✓E CN ECs9 W ELEVATOR VENDOR VERIFY QO ELEVATOR VENDOR VERIFY 7:iffftl TEMPERED GLASS EXIST REDWOOD WALL TRIM J, EXIST. REDWOOD WALL PANELING 4• 4#' -. 1 �„I INDICATED ON PLAN OR AS REQ'D BY 41' CODE z 2 ELEV. SHAFT FRAMING 10 ELEV. DOOR JAMB 14 ELEV. DOOR JAMB 18 RECITE HEAD 8 I 11/2' • I'•m' X-A15-2 b' • I'-m' X-Alb-IrD i' • I'•0' X-A15-14 6' • I'-m' X-A15-18 a:W i CARPET AND PAD STONE FLOORING O � GROUT JOINT ELEv. THRESHOLD ELEVATOR THRESHOLD ADJUST FLUSH TO STONE -- GLAZING. TEMPERED i '�r j WHERE REQUIRED GBD • ARCHITECTS -- POLISHED VERTICAL Incorporated GROUT SOL ID - / EDGE$ TYPICAL GROUT SOLID,/ - 920 SW THIRD Q• �� PORTLAND, OR 0 SEALANT 97204-2483 COLOR- (503) 224-9656 I LWITH ARCHITECT FAX 299-6273 I ( i QG. S 1 0 Iq x 2� STEEL BAR �V ARC e AT 46 O.G. WITH ANCHORS CV7NCRETE SLAB W.JUW --3TO�FLOORD 11 ELEV. DOOR TH IESHOLD 15 ELEV. DOOR THRESHOLD 19 GLASS BUTT JOINT � • U _ b' I'-ra' X-A16-II b' I'-®' X-Alb-Ib F.S. X-A15-19 I9 2522 �Q 1 -41 i'. SUSPENDED GY"U"I BOARD C:EILW3 ASSEMBLY Revisions �4' DIA. STEEL BAR RUNGS SECURE RL.IJNER CHANNEL TO SOLID BACKING Y x 2' STEEL BAR 1 ~� ',',' CLEAR GLASS _ �• AT 48' O.C. 9 AT Of O.G. TYP. I I ! i �•: ! W/ POLISHED 2112' MTL, STUD FRAMING W/ GYP'8UM BOARD (WR) i ! VERT. EDGE t,y' x 2' STEEL BAR I !1'` I I RETURN FRAMING TO WAI.L AT BOTTOM OF CLOSURE I� aEALANT _ �,• DIA. A.B. 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ACCESS LADDER 12 RESTROOM LIGHT SOFFIT 20 RELITE JAMB 42 of 75 !'JS-120-IFJl01 X-A'0-4 3' • I'-O' t X-A15•42 Ir' • I'-O' I �' IIi� �III Il�lljllll�llll � IIII�IIII Ilii - 3 4 5 6 6 In I I 12 13 1 i14 ll�"'IIII 1�8'III 17 IIt3 IIS I S© I 2! S'� I 23 I 2�1 I P5 28 11111III . L 0161LITY STRIP C�0 1 2 91 28 2J 30 omm.1 tm 01 p0 NONI 71OL O3 _. yw,e. .+w,tr,•.•, . pw--"'-.w-"'^--..-r.,..e,...,,.+. r� ++..,Mnw•awwm•..r!..y„+,R..n►m„�n .�r.ro•• ..w-!•.+n.•.... R^„u.e.w+h...bce�r+ + ..-- ,. _ -_,...+5+ N '-,!' .. _ w1WF _. � J 1 ------_ SEALANT AND BACKER ROD COLOR TO MATCH MORTAR / LIQUID MEMBRANE SEAL a / MICK / TOMATCW EXIB;' ING I Q / MORTAR BED LIQUID AI MEMBRANE 4 DRAINAGE COMPOSITE 4 SWEET MEMBRANE VJATERPRC )FIND I 4 12' WIDE MLf-15R4NE FLASWING BASE 3/4' MASTIC FILLET Q a 1 /1 4 - EXISTING CONC. STRUCTURE w 13 DECK MEMBRANE BRICK PAVERS 1z 3' • I'-E' x-A81-13 z Ow P w SEALANT AND BACKER ROD COLOR TO MATCH MORTAR r• -- WCONCRETE PAVEMENT LIQUID MEMBRANE SEAL N Z UJ 01 Cr 12 c+ x IX = �O 3 MEMBRANE p W Occ p f LINE OF GUTTER BEYOND MEMBRANE TO BE CUT a d V ►" AT BUILDING CORNER TRUE AND STRA*WT. 4 Q DRAINAGE COMPOSITE SEE NOTE 1 REGARDING DRAINAGE ALLOW I/b' GAP. Q Q SLOPE RfQUI": MENTs. 4 � 4 SWEET MEMBRANE WATERPROOFING `�• ` v 14 •.�,�� 12' WIDE MEMBRANE FLASWING BASE ' 1 . - 3/4' r'1AST;C FILLET 0 I _ �''--�! 4 EXISTING CONC. STRUCTURE LU �'f • 14 DECK MEMBRANE * CONCRETE PAVEMENT _ I e 3' a I'-m' X-A&I-14 EXISITINSI••E G DRAIN AND SUMP SWOWN DAD. _y `___.___ _ _ FIT PLYWOOD LINER AND MEMBRANE ASSEMBLY --•----- .__ ._ .__.. _. . . ... -, --- ----_ -_»_ - �_� _ TO SUMP PROFILE AND FLASH MEMBRANE TO EXISTING DRAIN COLLAR 0 o GBD I ARCHITECTS Incorporated I 1 - --- -- -------- - — --- -- '.._-__ 920 SW THIRD i PORTLAND, OR I 97204-2483 (503) 224-9656 FAX 299-6273 REFERENCENOTES - --- --- QED Ak GENE W. CALLAN O EXISTING 4 X 12 WAITER - C=:T Q EXISTING 4 X 12 RIM BEAM, O EXISTING 2 X 4 WITW PLYWOM ROOP SI•IEATWING. -�-V -- GON O 9 EXISTING 1 X 39 GLU-LAM FASCIL, 1522L 0" \ __. C Q EXISTING PLYWOOD GUTTER SUBSTRATE. REPLACE ANY DEFECTIVE MATERIAL WITH NEW SUBSTRATE. 09 O�y9 REP'LAl"E A66OCIATEO CANT STRIPS AS REQUIRED. ---- ---- - -- O EXISTING REDWOOD SOFFIT CLADDING. Revisions (D I/1' COX PLTLJC70D UNDERLAYTIENT. AIJCWOR TO SUBSTRATE WITH FLAT HEAD STAINLESS STEEL SCREWS. 01630 � A SET SCREWS FLUSH TO PLYWOOD. F,'LL BLIMISWES AND JOINTS anTH MANUFACTURES PVC SEALER. SLOPE UNDERLAYTIENT M GUTTER AND SUMPS TO PW)MOTE POSITIVE DRAINAGE. LAYER 301 PLAS-PLY ____.�-_�_._ ___. CD BUILDI 01 FELTS 9ELOW PLYWOOD A16 REQUIRED TO DEVELOP SLOPE. • ^ e� V PVC GUTTER LINER MEMBRANE ADHESIVE APPLIED TO PLYWOOD LINER NEAT WELD ALL SEAMS. 01530 PLASW MEMBRANE TO EXISTING 11111110IDRAMS AT GUTTER SUMP LOCATIONS. SWAPE MENBRANE AND SEAMW42 TO ILE OF EXISTING GUTTER AND DRAIN SUMPS. INSTALL N CONTIrkb" LENGTHS FROM !LUMPS TO CORNERS. --- - WIDT14 OP MEMBRANE INDICATED • 36 INCHES. O PVC CLAD METAL PLA6WMG WITW CONTMUGUS PVC CLAD METAL CLEAT. FORM 1/4 1•EMMED EDGE ON PLASWING. 01530 1 ANGNOIR WITH 6TAVI STEEL PASTWM AT `' OC STAGGERED. C40NTINUOUS HEAT WELD OF MEMBRANE TO FLAGWRI METAL. Project PROVIDE SHOP ORAWJ10 MDICATRNG LOCATION OP METAL FLAI%4NG JOINTS. CWWT ALL PLASHING AND CLEAT JOINTS MIN. 2 FEET. !EE SHEET A3-I POR MVPOSED LOCATIONS OP METAL PLASHMb JOINTS. 6/14/99 C.CW II1OUs IR' TAPERED WOOD SWrw 01630 Dote �J PVC TYPE R TIE-N MATERIAL BEAT WELD TO PVC MEMBRA E. 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F DEG. FEET A 811PPLY AqE DOWUSM SEE Ow GEE DUO 2444 TITUS TDC (1) VAVI-I W. • 240 400 0.15" 93 S,5 Sl,r Os 180 2 5 • TRANE VC IE D RCTURN / E)01 DIFiAIJbIIR SEE OW WE DWG 24x24 TITUS TDC ll) vAvl-2 8" • 4b0 190 0.110" 16.1 55 "AD CA 180 2 5 • TRANS VC.11E C SUPPLY AIR 00"JORM we Dun 6m ova 16x15 TITUS TDC (2) VAVI.3 •" • 330 550 0.19" 10.4 55 842 0s 180 2 5 • TRANE VOLE D RETURN / EXIT DIl41JS/R SEE DWG SEE DW6 Ibxlb TITUS TOC (2) VAVI-.s 6" • 240 400 0.15" IIS 5S, ms OA 180 2 b • TRANE VGUE F 61DEWALL 61PPLY SU DWS, SEE DWG SEE DWI& ITITU6 CTb40 vAvl-b b" • 420 1D0 53.15" 20.1 S,5 99.4 IO 180 2 5 • TRANE VOLE Cil SIDEWALL EXHAUST SEE DWG 6x6 411,3111011111, TITUE 355RsL VAVI-6 6" • 360 69M 0.15' 11 55 MAP Os 180 2 5 • TRANE VGIIR , vAv1-1 5' • 100 300 0.15" 63 55 812 Os 18O 2 5 • TR-NE VCUE NOTES, VAVI-6 6" • 360 600 0.15" 91 55 MAP 0_5 180 2 5 • TRANE VCW I. LAS' IN CQILNG VAVI-9 8" • 990 650 0.15" 21.5 55 106.1 LI 180 2 5 • TRANE VCUE 2. WARD CEILING VAYI-10 8" • $10 850 0.15" 210 55 83.1 LO 180 2 5 • TRANE VCUE_ c9* VAVI-II 6" • 240 400 0.15" 91 55 WA 0s 180 2 5 111 TRANE VCWE •��"� V'AVI-12 8' • 6" IOOV AID" 123 55 140 Os 180 2 S • TRANE VC IE NOTES: - -- p MECHANICAL EC)UF`MENT SEI�iMiC RESTRAINTS Q T1auM4 SEISMIC SEISMIC LATERAL SEISMIC MECH. ZONE IMPORT SEISMIC I COMPONENT FORCE TO HAZARD DESIGN BASIS/ w EXHAUEXHAUST F� COMPONENT FACTOR FACTOR COEFFICIENT R(p) o(p) (x) / h WEIGHT BE RESISTED LEVEL REMARKS ST (Z) (Ip) (Co) IN LBS IN LBS. (SNL) MIN MIN MOTOR VIBRATION ISOLATION AWU-1 03 ID 034 0.80 20000 1101 3 �, SYMBOL SYSTEM SERVED TYPE DISCHARGE CFM SP FAN WHEEL CLASS BASE ISOLATOR MIN. STATIC OPER DESIGN BASIS/ NOTES: (1) EXISTING AWU-I UEIGWT IS ESTIMATED BASED ON SIMILAR AMU. Ol INCHES RPM DIAM BHP HP RPM TYPE TYPE DEFLECTION WEIGHT REMARKS (2) FROM UBC SECTION 1632.1, EMATION 32-2. r+ecwels ovnM Z H INCHES INCHES LBS T O W O EF-I TOILETS BELT WORIZONTAL 2100 0,8 1691 13 N/A 0.58 0.15 11210 NA I '&!°RING _ 1" 163 GREENWECK 6WB-13.1 (U EF-2 FIIEOONI INLINE WORIZONTAL We Os 1351 S N/A 0.13 0.210 1125 PIA 6PRM1G 15 ENWEGK BSQ-90-4 (1) (2) Q EF-3 TELEPMONE EQUIP. INLINE HORIZONTAL 500 0.5 1351 9 N/A 0.13 025 1125 NA SPRING - 15 C&MENWECK OW-9O-4 ll) p v1 C (2) COORDINATE WALL BWITCW WITW ELECTTliCAL EXFAN6 01/12/99 FAN POWERED -BOXES PRIMARY PRIMARY CFM HEATING COIL MAX WATER SIDE TCV TYPE VAN CAPACITY SYMBOL INLET (COOLING CYCLE) CAPACITY OPER EWT MIN MAX (HEATING CYCLE) DESIGN BASIS/ VAV SIZE MIN MAX MBH EAT LAT PRESS F DEG. GPM ROWS PD 2 WAY 3 'NAY CFM ESP HP REMARKS INCHES F DEG. F DEG. INCHES FEET INCHES FPD!-I • P. 600 2000 43A 10 , 103.5 0.15" 180 22 2 5 • 1200 Os" 1/3 TRANE- 2415 (1) F1'BI-2 • 12" DIS 1925 34A 10 81.9 015" {80 1.1 2 5 • 1155 0,5" IA TRIME- 2415 (U FPBI-3 • 12" _ 510 met 50.1 10 IIID 0,15" 180 2s 2 5 • 1140 Os" 1/3 TRANE- 2415 (1) MAX DELTA (OTY) EFF DESIGN BASIS/ PP52-1 i 5" 90 'TOO 14.3 1O 44,) 0,15' 180 01 2 5 • 300 0,5" IAS TRAM! SERIES TYPE 0304 (2) SYMBOL SYSTEM TYPE CFM FV PD SIZE NBS REMARKS F1952-2 • 8" 255 860 38.5 10 111.8 0,15" 180 1.9 2 5 • 8" Ob" 1/3 TOWNE SERIES T1'I'E 1111 (2) SERVED FPM INCH INCHES '8 FTw52.3 • b" 60 200 9A0 10 II1.1 0.15" 180 0.5 2 _ 5 • 2" Os" IAS TRANIE SERIES TYPE 0304 (2) F-I MAIN AWU DISP, 24b90 T 500 L0" (20) 20x09 30 PARR (1) pro .4 • 5" 9O 300 132 10 110.1 0.15' 180 0.1 2 5 • 3" I).5" 1/15 TRANE SERIES TYPl1 0304 (2) P'P62-5 • 6" 166 "0 241 10 110.1 0.15" 18O 12 2 5 • 5S0 1021p" V8 TRANE SERIES, TYPE 0601 (2) NOTES. (1)LOCATED IN SUPPLY FAN CABINET PP52-et • 6" 195 650 26.6 10 101• 0.15" 1869 1.3 2 5 • 650 Ob" 1/8 TRANE SERIES TYPE 0601 (2) _ PILT111111110 p/11110M IRMO • 6" 135 450 183 10 1011 0.15" 180 0.9 2 5 • 450 0.5" V8 TRANE 6EP06 TYPE 0601 (2) F'P52-8 • 6" 119 51b 25.9 10 IIL1 0.15" 180 13 2 5 • S15 03 " V8 TRANE SERIES TYPE 0601 (2) MIMp MUM OUTSIX AR CALCLU TIOM 1'PE32-' • 6" 190 500 162 10 103.1 0.15" 180 0.9 2 5 • b00 Os" 1/8 TRANE SERIES TYPt "Cl (2) rPB?-IO • 6" ISO 9" 183 10 1031 0.15" w 0.1 2 � b • 11101111111110 Os" 1/8 TRANE SERIES TYPE 0601 (2) TOTAL NO. OSA FPMo2.11 • b" 240 800 25,12 10 118,1 o'G.18" 18O 13 2 b • 480 Os" 1/3 TRANS- 1111 (1) SYMBOL SPACE TYPE AREA PEOPLE CFM DESIGN BASIS/ CONSULTING � ENGINEERS FPB2••12 • 8" 240 800 33,9 1 10 10!11 0,1b" 180 1,1 2 b • 800 0.5" 1/3 TRANE SERIES TYPE 1111 (2) (SF) TOTAL REOUIRED REMARKS 6660 SW Redoloo a Lav I0110"D2.13 • 6" 120 400 16.1 10 108.1 0.15" 180 0A 2 5 • 400 Os" 1/8 TRANE SERIES TYPE 0601 (2) AWU-I CONFERENCE 3SI3 122 1220 20 CPM /PERSON - TABLE 12-A - SEE NOTE 1. Suits 356 PF452.14 • 10" 310 12:5 43A 10 1252 0.15" 180 22 2 5 • 135 Os" 1/3 TRANE- 1111 ll) OFFICE � 10831 109 2180 20 CRM / PERSON - TABLE 12-A Pcx Im OreWro 97224 __ - _ _ Fa, t6m 620-0346 PPB2.15 • 8" 210 100 21.` 10 WAP _ 0.15" 180 1.1 2 5 • 100 Os" 1/3 TRANE SERILS TYPE 1111 (2) CORRIDOR / UTILITY 8352 416 DA690 ON ,05 CP M19W - TABLE 12-A TM(m 60.322 FPB?-* • 10" 34!! 1150 22.9 10 100.8 0.15" I80 1.1 2 5 • 690 Os" 1/3 TRANE- 1111 (1) DUPLICATING / PRINTING AREAS 2704 1WI., OD CRM16111 - TABLE 12-A F1w52-11 • 6" lob 590 243 10 lies 0.15" 180 12 2 _b • 550 Os" V8 TRANE SERIES TYPE 060'1 (2) RECEPTION AREAS 200 6 90 IS CPM / PERIGON - TABLE 12-A OINt PPM-18 • 10" 330 1100 24,4 10 104.4 0.15" 180 12 2 5 • 660 0s" 1/3 TRANE- 1111 (1) SWIPPING / RECEIVING AREAS 494 15 0.15 CFM /SF - TABLE 12-A • 1 �� PPe2.19 • 6" 180 1 600 23.4 10 106.1 0.1911 180 L2 2 b • 600 0.s" V8 TRANS SERIES for 0601 (2) FP52.20 • 8" 210 1O0 22.1 10 100,0 0.15" 180 1.1 2 5 • 1" Os" IA TRANE SERIES, TYPE Illi (2) 1 TOTAL 1CM1� WII L FFD2.21 • 12" 555 1860 31.3 10 MOLI 0.15" 180 1,9 2 5 i 1110 0.5" V3 TRANS- 2415 (l)(1) NOTE& (1) INTERMITTENT CCCUPANCY (LESS, THAN 3 WM) - USE 10 CFM / PER M052.22 • 8" 235 11b 24.4 1O 982 0.15" 180 1,2 2 5 • 715 Nd" V3 TRANS b_IRIES TYF%! 1111 (2) 8 oeA/t/R/M w �► NOTESo L EXISTINIS PARALLEL PAN POWERED BOX - RELOCATE TO LOCATION SWOIIN ON DRAW NG - VERIFY 'SITE. 2. PROVIDE UATW STARTER OISCOPMCT SWITO*I AND SCR FAN SPEED CONTROL 3. EXISTI IM BOX ON SITE I IN IrECkMICAL RC? 4 fr►t owrM Revisions A CA. 1/12/9h CHUM WAFER COOLM COU h CAPACITY SIZE MAX AIR SIDE WATER SIDE TCV DESING BASIS/ y SYMBOL CFM MBH H X L MIN FV EAT DB EAT WB I-AT D9 LAT WB MAX PO EWT MAX PD TYPE REMARKS -- SENS TOTAL INCHES ROWS FPM F DEG. F DEG, F DEG. F DEG. INCHES GPM F DEG. FEET 2 WAY 3 WAY N CG-1 24,b90 69600 1654Ao (1) 6 bM 131 633 5s S,:s 01 n4A0 to b.b x R!l�PLACE Ex18TNG (1! NOTES,: (1) SIZE TO FIT EXISTING CAdMET UNIT 61ZE LIMTATIOPIB, SEE DETAIL &MIlli.1 COOLING COIL P11110Mb CO1#C:TI0N DETAILS, C40LCXM Project su"mY F Date MIN MIN MOT" VMATM ISOLATION NONE Scale SYMBOL SYSTEN SERVED TYPE Dl;CHARGE CFM SP FAN WHEEL CLASS BASE ISOLATOR MIN. STATIC OPER DE" BASIS INCHES RPM DIAN 9i1P MP RPM '1E TYPE DEFLECTION YOGFIT REIIIARKS .•' , . INOIES INCHES LBS h'• t +d SP'-1 1 awl 111 40 111'!1 1,,' .' � >� 1'' W �NdifE' 1)(.2) NO'fEs� Il Ptd Mei""LY Pm wft vm IN I t AS 1Sk*J*ft A ' A` C*004 COIL(fC-U AV FILTER (P-U. PM TYPR TO MAVW • VWWT 2) m of M1• b ft" V1""tio147NAt - • - , .., ' to 416 Haines 81. .,• ' . � ' ; •.x, � SUP1999.00� •.; '. .,. � /.�, �; ,, A. . . f , . - s9oo sw Ha iso r . i •v `, .-i �' .,. �, �.. ., 49 of is t. 1. 40 rq #'- ,. �.� - at'• i _ wt .h. „ -... . Jae •:�• , :$ .•. . ., bra-.' _ -.. ._.. .�. ,�... _ ..._ .. 4�1�1•� .....�� - ., ,�. .F.d, ... a .. �__ , .�41Y��-. ... ..'! � . t 1 •� ,.__..w.4.�,..r ..... v-.✓r!e,. ....a.1'• L'n I I II'II Viii' I VII LEGIBILITY STRIP O 1 2 3 4 5 6 7 6 10 III 11 O mml tm 2 I' II3 14 10 17 116 IIs 20 I' 211 212 23 24 25 ''6 27 I 28 29 i 30I. ZI I I of NOMI • IOZ I� �Ll�i1WL1�.14 �1 U11w1�,1��,L�,W.I.Iw.l�1.;d1 1,lU,l�1 1' b, 1�J��J�1�J�I W 111 J�l�1�.��l�l�l l�l�,l.�l�.l.17 03 awpipy .. .. ,. 111 10 1 oil 141111110000 .. 0041 1111 Epp a .- ;_. ,. ,.• 04 to 1 0111101110 01111111110mi , 7M,b►. !�wMIM _ . . ,. . . � � rmrnrhw ,n. .. -. -. .. • 1 r _il Irl � 1 4x10 FA 14x10 FA I .cE�. .lEt .LEL 1EL we _ �e me v I _ ` I �_- __ IIOIe Mie 100 a_ 100 t� 2 I00 1. 2S 23 IOO be I ,z.- -- ---------- ---------r --------- -- --------- -- fFill Ia0 I 15O I i 2 _ } I 1� I 100 O &�:B + -'► 200 II KEYED NOTE CLOM DAMPER AND PROVIDE SHEET METAL OVER SLOT OPENNG6 2 -� 1 i S j 500 5A0 II -� -. _ ' _ __i� 1 I AND SEAL. AIRTIGHT . PAINT TO MATCH EXISTWS . _ + 50 1 �� ;1 a --� I 1 O 12x14IF xl4 ,' ' 4 -�--� '• ; See 300 i} � � i I O OIMBALANCE EXISTING FLOOR GRILLE / SILL &1PPLY TO CFM SW N . I 1 I 1 s,aailt__ �'i- .�«s-a/- -I =s,•i. _-� r 200 _ � 1 11 ff JJ I_.._ - T=— . - I i OGOOI�DINATE NEW PENETRATION WITH EXIBTMG WALL f'ENETRATIONB . ' r1=1_=1 vr.I h� t :Or°� 5.:7P • " _-_ .-_ - �� ° D 300 e+ I � I I i SEAL OPENINGS ;49 RECiJIRED . �. O50 i ' "�J. I I ""3 d• ' it C! �t 1 200 S1 300 1 1 - < O4 PENETRATE CONCRIrTE WITH FLUE . SEAL WATERTIGHT . z � .•A 55m I Z y C` -11 1 , Ike ODRAIN TEE AT BOTTOM OF FLUE STACK . PIPE TO FLOOR DRAIN M __ 1050 Ike - e,r 1 1 MECHANICAL ROOM . PROVIDE AIRCRAFT CA15LE TO SUPPORT STACK . _ _ _ ION = 2-" I' - - -�' -- �xb-Q t - - -- --- I+ -- -. I 1 _ . .. ... STACK TO RI 1 " 119 lfOO _ '- .I. t+ X50 1'rHW6�R +� > ,_Ii-I. _.-'1' GvE 0'-m ABOVE GRADE .. OEXISTING Ib TON LIEBERT WIT TO BE INSTALLED IN TH16 LOCATION . �ii°�-_B I b• �� II��"� '. ' 1OFSKETRATE CONCRETE AND TAP INTO EXISTING I." AND HWR LINES IN 2 2S ' Zee 6A 5e0' 600 10• jl3,�Is•Q�� a i CONCRETE CHASE . • j;?lxd4FA � IS 6 '�', ORIJJ DUCTWORK BETWEEN JOISTS . r I I lerD I I , I I'9` I j I 6x14 ' ' I _4x44 10• _ i n { �•� I •`�- a "1 , ;; II J4 �� J i"IrI OSIZE AS RECOMMENDED BY BOILER STACK MANI�ACTURER . VERIFY . e 1 1 44JJdy,r ,, ., II - - ' L i - ,, ,�''� 1 I I I (E) 2 IW A O (El 1 �1.W r S-. ., .i�•i • I� , G�07 I I lee O Z2 OI 25 _ lkg �:A 1SlZQ I I' 2'� ?`�_. "O I I N = I 1 •-. I , 17 O Q 1 1 fQxb 100 ! : . , _ . ;ib�� tb __ 5th - '�-- . 1 _ ! 10• �,. � ►Lei• 5e + 1 ; 6 .5m - �_ 1, �a�, It }� 1 6+� 1 h Ic ;Cap ! �c /y'`� 1 � .^ v(_, , '� ':c;.� (�.• -.. h�,_.it.ec_'�' .' 'I I T-/. 2PI1(/ ._._may.....+ _ ._ _. � ''�• ll.:,;..,._� q ( i 12'• Ii r . ..»�./ ; ( /G1 � O , 10x20 LOUVER�` �1fy,J�r y r _ 1' �___. 2� i fl I: � I 1 •iiSLO B ARG Sx6-B `I w ag f .' 1"�i._. 100 F- ItI - :I �'o<,.. - I llb I I ISxII FA H II 1. F -p - .i ill ; 2'30 I � o n r`..,.`�+-�' CJR kxb QQV (i ,{ Y ',-�- .x .r `d• - .I •a1}_" •.. �" ]i i Ir�i�� j • - _ 4� _ ` 8 r 1Sx11 FA 12x12-dS°1'� + Zee _ _ . L' !�• I I. . JAL I ,/u, I as O I m 1 _-� lee �• 9•250 Di�'-'s�"+drrr; I I ".�4_ 2!'i10 .._.. - Z O 1 1 &IV ; *x14 4xd , II d. 1rHUB 6x6 A O 43x4• FA 43xd• 22xd• F -+•:LL 1 i!„ �c �1: = E5 ,Is 14•I'-�' ' � � -�:,� 10. 1 ey - l 1 _.._' til -'r �e i I' rOaL.i[ (E) 5D ,� �.T._ Ill 411 r �� 140 /"- 100�� w II ma'A }oEST.� I 250 00,f i 21"HLL2q - 6•- ri= -1p 25 O 2ee 6J- �IQ•r1 II II r I I I ' ' h �, I 2eD t -i \% I r I � � .. '- _ _:I�i�FNI� rT!�_. _ 11 ,1 See r I 8• , ( , �X9•B 1 ' d I - 1 �,"HWR „HWR I , RETUR*1 1' 14x14 22x14 2000 N.2l3 4 _y.._ 200 ; CAIR NA'.�E D t XV r - - - II• -I :I 1Rx1�A _ 30m IO• �fi 1 , 20x44 I 1 ; SB • +500 315 r 140 :-.m ` LEt_ O-ML :� -::..!«, oC• M I II 'D Im• 440 CP h .c goo 14 - i i lee O 5e y I 1 h 1200 -1e5j 12eIa 1i lli4 R 12• I'�r'B Vie, i I I [h , a F5 tem 1 r , ICJ I r t �I A 2" _ ►e. Seo C B G �-L++Z I IZxl2-A 12xf2-A ENTQ , _ t r= C i lsxl5-B I 1F.L. `✓ I 500 bee i iB ' ^� 150 I 600 ; Imo O IOe , ' CONSULTINo ��i� �� "-�9.9 12x12:8 `1� I btI-A ' r cNOI NccR>s ' 21/1. 11!6 R 319 2 BYP � 200 550 UC * p be0 _ :?e0 r 6050 sw rr.dwood lv» I '7" /496 IZxn L 31da1 366 O-� \ b5�'1 i 1 O Por"ors4 Oregm 977!1 __ _ _ _ --------------_ Fos (503162o-00/a 90 le• t _ 10• _____ r • __ lm•_ _ ♦♦ � _ __ 350 �__ _ _ '� _ _ _ I ' �r�� r�� • 11 -_ -----T_1_-_-�__�_�L-__1�_r 7_. _.._r-_• w r♦ '��_•� •' ..�L.r_.. . { w.��1r �fr►r1. �.-I� r++ w��_.}__��_�� _i��r-i r r��r. � :. Tel F7NW d�.M+K _iE2_q> lid-� ILL t I 1' E ' 50 /j �. _. p p� j L p y - ,m , , 1�O _ - Q� �� ; Q Q .. .4 t= = 0 ,0 0 r J O I .� 140010 FA � 2 'I ,`� V: �`�v u ', 4 14x1® FA W. 1 1 I I ! Revisions CO. 1/2/'9'9 DRAM CLEANONT TEE ENCLOSE STACK pELOW GRADE A9 REGOM" IDE0 • ' I / _ . _ SLOPE BY MAKFAr-nM ! l' N 20r. WILE 4 6/14/99 f I I I I Date r g I ` I 1 � � V8 •' •�' I 1 i I �� { �DOILER 1" GRAIN To PLOOR bNIlIC S I D 00k EL �YACLAN Jr r =r1_ _ �+__•_•_ _.—__.___.-.. s^, - i e _ -....._... _._ ._ _ _i. f __ _ .w.... ...+._—._-_. _ •+r. _._• ._ - 1 f• ..4 : '� a .� a. .'g v Ira.ft-m.bow- r [ •I§! i f t" J y Q/I V. • K y i a 1`y ,r , y U•�13 ' ` ' > ' t "f. , h .MI t. * t + 8900 SW HalAt �° ► T ;} rh" s .,v. it rr� a. + i, > t 9UP19"-00260 sx a i n • !' A at �1 /. rJ t1I / ( I.. SO Of IS t i • ' `� ►�; ;� _ to �L' t'� .I'. t"iire.,,,Y i• :-. I•• P r a. •g. 4 �►. r. 1, a V� ,• �+l. .l•. r •t r • 1 v Is .I .._-« I I � i I�r I' I .I.1 :_._ ;._r._I._i iw.w ...._....._. ... ..._r-•iiti•+. ..••v..'Yi yla......_... cm I I I I I I I I l l r l l l l l IIII IIII IIII IIII 1 1 1 1 1 1 I IIIIi�l 1 1 1 � •""' " '++ lu 1 II I 1 IIIIIilllll IIII I. LEGIBILITY STRIP 0 1 2 3 d 5 t3 7 e 9 10 1 1 12 13 14 16 17 16 19 210 IEI 22 23 24 215 26 27 26 29 30 romm.l�m c: Z 1 1 1 01 J How I I Oi'. r L L� so Matto"" tM'N1PR•1M,a.« n...aa.r•._sn,...... +.„wrw .,rnw _ ... w. .. c r 1 �1 10 ( 8 (6) 51 i � 1!E) 1 I 6x11 ON 14x10 ON 14x10 O ,, I t JIL-4pi DN 16xN DN 2S _ -- - -.:"�q52 _ L ;� ..(EL SEL _ 5o123 �/ � i�,_r 50 90 3030 ' I + 123 100 100 10121 SO i -- ----- -----� - -- ------------ ------ -- ---------Dr-K, --- -��-- --- ----- 1 212215A .�♦ 2r1xA Ibx _ axis M 23x19 ti 25x16 !; _ 2CxlS ! i i 90 i -- �'I ISMO y 2015-T•- . I2x12 12x17-A -15 ^�� a!�'4)1� T^ C N0. ISO I •q, , I 400 - I 1?x12-A 329 I 200 ! ISO 11 ' O -� 800 , - , T ! 27S 325 -� 11 2-54 2- �� 00 Q T 11 550 � ' I, 99m 300 250 Sam 1 1 P O_ ' ! c ♦ I I ♦ b'2-1 �A 1 300 -a E n 8• , 16 200 . 1 t �0 16x11 1 ; � �?®0 i '1 60 10♦ - I i OF rICE 11 25 KEYED NOTES v �] I 1 �L! 1 ,- 7� + 1 1 xll ON x12-A lZ2i�:t9 II ,,,,,� 12• OI DUCTWORK R LM BELOW EXISTING WOOD SOFFIT . Q.. • 1 1 cFcN CICE ' T 200 A 3 -I -.•- 3� 6x6 AA h"�" 1 �JJJrff,� -.__ l0 _ W. _� _- .. __ _ _... --- - 1 - - -----�- - - - - .B ^I 7 _=- , .. _.. �; "MON-00 14x44 9 1 T+�'"'fti°`•'�""`+"'u"+x' _____ :�' REBALANCE EXISTW-s FLOOR SILL SUPPLY TO CFM SHOWN . , I 1 �` V 300 1 12 I 150 I t f 3 INSTALL DUCTWORK 50 AS TO MAINTAIN MINIMUM CLEARANCE FROM AHU 1 i ♦ - 700 li0 -F- --•' , 8 OIN ATTIC SPACE W �+ a>t ac O '•� = 12 18x8• E I 2ISc21-B-B I I�Ixlb FA G�! I- f� ';'�++ l F 4 / 775 ' -`' 4 PROVIDE SHEET METAL BLANK OFF BEHIND PORTION OF LINEAR SLOT 1-1 - --i- -._ inA-_-- - - -►i!� `-_ ai(ii.:5�- _- --.._-__.,12��_ _ - _. - --.__.�. __."'�-'-1 1 1 � O z 1— .. r •- •�rw r._ ___ �� _— _!� DIIFIAER ABOVE COW. 'A' - 211A a I1 1 / i - A. r ._ _�-��__ .... ____ Z II r - ` JAN- �I I -EaT x '�'I 740 1i I -'? '_;; I �� pQ.:1A > ' i IS♦ E I iQ,a,� 125 I 150 ; ; OREBALANCE EXISTING LINEAR 'SLOT DIFFUSER TO CFM SHOWN, O` 8 �. I O �____J 1 x 1 (E) 4 ! I FIC' ! r' 2 ' I I 00 -'-- 14 Zl 2S »;��= - -- OFFICE I ICE 1 O 6 REBALANCE EXISTING FLOOR GRILLE TO CFM SHOWN . . 0 11 T I I ------ ---- lox I - ♦Slirt4 O O 1 c S29 - FB'•4 u .. 1 2 t 1 I 3 i 1 1 (/) =T. �' 14x8 EA �'9 a♦ _ 20?� CLOSE DAMPER . F91tOVIDE SHEET METAL OVER SLOT OPENINGS AND p f 1 ' 2Ola' 1 21x8• SEAL AIRTIGHT . PAINT TO MATCH EXISTING . 2 ; ; 350 , FA - 4 1''.:► — 2r' � - L �. I D O lap . - IL I I _'- _-• i 6 1 �._.. _ 1 _. __. __ r_ CTD T WWER ELECTRIC TNA � I ' � , 1 SEL O O RECONNECT DUCTWORK E EL!'C R C DUC HEATER HAS BEEN Q 1 Im !I 30x20 WALL 1 1 a5 REMOVED . 13x11 ON - _ �sb�•+ _ I a -I lip 3 I I s0Z2 I 1t i1 22?�► i 1 I xll ON Z LU i J C _ - - -- L _ _. . 4 ...__ i _ CP • ; ; � ' —_..-__ _..._ i �� •� r ' � a°a 2slO l��-x..a � ♦ �`' -I 1 1 V 1 1 2 ' _ 6 '? 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"'+ .•nrayw•.+I too ot, •n 1tu •.44',f 4 n: +'Y / 1 i • 10 I A 6 5 . I , ' PLENUM A -. ^ ._ r_ .- - -- _ .- - _ _'.r- �' i s -s s* a.tvtr s cr �' - � _. — .�-« i— s_ � - �-.._. �.- _-•�� s. ,. . 1 f _ , 7 - • - Y'�__ ".-. if';`_� :"�.- .'ll._... .?'_ f._'"�___'I .1 _r -• _w_^„s c,c- .aw... rs. ._J, z E • / ,,err ;, O ELECTRIC 9• 11/4"1'4168• , 4 WIT HEATER a I'�i"HUNK 6• I'/3 1• /ELECTRIC P 1 HW9 � 9• / WIT NEATER d 20x14 • 29x16• 32x16 • 35x16 • 31x18 • 1'%"� _ I I 1 w OADANDONED B 2 WIT HEATER �,. 12• W . , , ` • ,�a, 2r,F� 114WRyll , r, KEYED NOTES Z • • `' I 12• ,�' I I 30x16 I ' ' 1 RUN EXHAUST DUCTWORK TIGHT TO STRUCTURE . ti 0 4 12• I�s NW9 0x25 ON _ _ O M _ _ _ _ a W '/� E 1'i� NNJJR 14x16 D Ilk -/'„ OVERIFY IF WIT HEATER STILL IN PL AGE . REMOVE A9 REQUIRED FOR -- H h NEW CEILING . COORDINATE WITH ELECTRICAL . Z W ■ I` I O N Z 10• r OF.EPLACE ALL PNEUMATIC DAMPER OPERATORS AND WATER CONTROL a Z 0 O I V Ibxl4 ' IS• 260 VALVES WITH ELECTRIC . INTEG I DDG SYSTEM " _ ui W I 1- --- MINIMUM OUTSIDE AIR TO BE SET O i 3 0 Z ?"HUNK ( I6• i O4 ENLARGE EXISTING PENETRATION AT EAVE FOR NEW EXHAUST LOUVER .-�4 U lyj ;r a N 6 i i !9Im• OPIPE NEW CONDENSATE DRAIN TO MOP SINK IN JANITORS CLOSET . 80 g 3 �i" 30k20 -4 REMOVE SCROLL DAMPER / OPERATOR ON RETURN FAN . REPLACE ~ 60x24 __ = WITH VFD . SEQUENCE RF WITH NEW SUPPLY FAN VFD . w • CONNECT NEW&--•- 1 � O1 REBALANCE SUPPLY AND RETURN PAPS TO NEW AIRFLOWI� INDICATED . C COOLING COIL TO . — Z 1 EXISTING PIPING 34x1p • AI4U VIBRATION 150L AT I ON SCOPE 8 . 1 1 , I, INISTALL FLEXIBLE DUCT CONNECTIONS AT INLET AND OUTLET OF ALL w w i 5Ox28 SECTIONS OF AHU INCLUDING SUPPLY, RETURN AND MIXING BOX a: of SECTIONS. 2"h�u1R • 2. REHANG BOTH SUPPLY AND RETURN FAN CABINETS ON SPRING AND ti0x24 NEOPRENE HANGERS WITL4 2" STATIC DEFLECTION. ENTIRE LENGTH OF 50x21 • HANGER RODS BELOW HANGERS MUST NOT CONTACT STRUCTURE. x / , /r ♦ E2114-1M '! 3. INSTALL FLEXIBLE ELECTRICAL CONDUIT WHERE CONDUIT TRANSITIONS OSA O _ • EXHAUST PLENUM — PLENUM FROM BUILDING STRUCTURE SUPPORT TO THE FAN CABINETS OR THE 42x8• 25x12 • 25x16• FDO 2`.xI6• 29x1b♦ j . PLENUM BETWEEN THEM. 2"NWS , 4. REPLACE SCROLL DAMPER ON RETURN FAN WITH VFD DRIVE. 30x16 W 5. REPLACE DAMPER OPERATOR FOR THE PLENUM WITH ELECTRIC IT + , , - H 45x10 I 3tOxl� DIRECTLY MOUNTED TO THE PLENUM. - I `. - -- • i - + rT------------------------ - 30x16 ' I 6. CONNECT DRAIN PIPES THROUGH PIPING FLEXIBLE CONNECTIONS. ,fir, • ��" 9• - E 10• 1. DYNAMICALLY BALANCE SUPPLY FAN / MOTOR C B G 0 _ I 9• FD , rr h ~ j;. 9/." CONSULTING '—ABANDONED O s N o I N c c R s O WIT NEATER 2 6660 Sw. Rodwood Lwa •� r'Wwe , R 2"HWS -- Q 5NE E T NOTES s.t. a6a P ELECTRIC 211" BYPASS t1•'� �� a id 20-�W46r6, WIT WEATER 8� i e ELECTRIC I, SEE SECOND FLOOR PLAN SHEET M2-2 FOR DUCTUJORK AND PIPING Fox 2kJ"HWS 4 R WIT WEATER CONTINUATION . Tel UM62o-Sb2 'a 2 "HWS s R 2. RETAIN AIR PLENUM IS PROVIDED AS AN ALTERNATE TO CODE SECTION 3"CHS _ 4'CHS Q REQUIRING A RETURN AIR DUCT SYSTEM . � �At N r � 4'_CNI!_ •V_ _ _ _ _ • I82y 'r .- -. ..Y .•tl ...a•tra.L... Y. '/ .' 'aJ ....Y Y-' tt-..Y' ll-- _-.•'L! :tL SS "- • ._ ,C• - Y'•.tl.•.. .L:3_l• •scs•.Yl•.'.,^4a lta�Y. 1 �s[�/, ' 1 4044 EA1 OLOUVER � i1i w. �! M(PINES: R6visions PON J0 C4. 1/121 ri"w� ATTIC: HVAC FLAN N M2-3 SCALEt I/!1"•1'-tY'a 0 f aye. Project 6/14/99 Dote i Scole2�3 y . 6900 SW Haines St. try SUP1999-00260 s2 f ' a rs r Cm _ I I II IIIIIIIIIIIIIIIIIIyIIIIIIIIIIIIIIIIIIIiIIi,.; IIIIIIIIII,IIIIIIII!'1'IIIIIII *�IIHIM;"l 1 11!1111LE;IBILITV STRIP a O 1II J is 10 210 EI 22 23 24 2S 26 2'7 2 29 30lom ZI I I 11111 OI HONI TOL >.1 �111�10L .,. walMnwwr:'+,.w.nn•'....nr«.w.r' tw.n,n.r,.,hfiwn..arn.w•nw,w«.r..+.crwrw'wrn+'rnwwr'•*Iw'+MM*MMwwrw.. vwl'M'M'fw'!�M!!w."+n.-.. _ .... •.... _ - .,._...... powppwo"'rrw �np•.•.nrx+�rwlnee�rr�.++�'.mrM-+r+. .. ..+.Ynr+wwr AMINIlI11I .I ;x AIR CHAr'dER WITH MANUAL AII0 VENT AND - - - - - - - - - -- SCREW CMYLR STOP PIPED SERIES FAN PMERED TO ACCESSIBLE AREA AIR TERMINAL CIRCUIT - - - - - - - RETURN (TYPICAL)CAL)SETTER - * GRILLE MAINTAIN A MINIMUM 4 DUCT DIAMETERS OF STRAIGHT DXT SIZE OF INLET, THEN T— v THREE-WAY CONTROL TRANSITION TO DUCT SIZE SHOWN ON FILTER 4 FRAME VALVE PLAN DR W*I _ _ INDUCED AIR I iel �YMp01. FROM PLENUM � C -'-� �- VAV BOX WITH REHEAT COIL RETURN LrrNO MAINTAIN MNIMIUM 3'- 0" BEFORE - --- ----- -- - - - --GEILINC FIRST BRANCH TAKE-OFF - FAN - ----- - - - - -- - - - - - �::,L__ ---- - COIL M<.XR Al-1 36" OZ 10 1. _ _ _ - - CONTROLS \j Z •-- UN ION (TYPICAL) EXHAUST DUCT SIZE AS SNOUN ON DRAWINGS. -�• 12MIN, 36 MAX FLEX SHUT-OFF GRILLE / 700 DUCT SIZE AS SHOWN CONNECTION AT LINE ALL SHEET METAL WITHIN IO FEET VALVE FLEXIBLE DUCT- DRAWINGS VAV INLET OF D15GNARGE O° TERMINAL UNIT. (TYPICAL)G (TYPICAL) M (TYPICAL) - ---- PLAN - ALL DUCTWORK UP TO 10'-0" DOWNSTREAM FULL SIZE BYPASS SmB OF VAV BOX TO BE LINED SHEETMETAI. EXHAUST STRAINER C113. CEI.ING -� DETAIL NOTES C4 SUPPLY RETURN --- CO.LAR O MAINTAIN A MINIMUM 4 DUCT DIAMETERS OF STRAIGHT DUCT - 917E OF INLET, Q — Inc it THEN TRANSITION TO DUCT SIZE SHOWN ON DRAWING. Z O --_-- PROVIDE O W a IS TURNING VANES O MAINTAIN A MINIMUM 3'-0" BEFORE FIRST BRANCH TAKEOFF. _ Q � _ C9 w MAXIMUM 36" 3 MAXIMUM OF 12" OF FLEX. . 0 3 LINEN SNEETMETAL BOOT - (TYPICAL) • G O Q $ � SUPPLY s YAC SaX DETAIL 3FAN PouJERED Sax 4 THREE -WAY HEATING COIL � o � 40 DIFFUSER M8.1 NOT TO SCALE 2602_00\C0\R26021ll 11.80 06/10/1999 M8-) 2602-00\CD\R2602M02, 11 40 06/10/1919 r18-1 DIAGRAMMATIC 2802-00\CO\p2602M06 11 37 06/10/1099 w 'oo,zl SCALE: NONE SHEEIMETAL DUCT PLAN (TYPICAL) gYMBOL SUPPLY GE IL MNG I, ATTACi 1 FLEXIBLE DUCT WITH DRAW BANDS TO SNEETMETAL DUCT AND SOLLAR MAINTA-IN CONTINUOUS VAPOR BARRIER ON SUPPLY OUTLET. SEE SPECIFICATIONS. 2 MAXIM W JFFSET IN HORIZONTAL to VER(ICAL PLANE TO BE 6" FOR f-LEXIBLE DXT C044ECTION TO DIFFUSER BOCf COLLAR SUPPLY DIFFUSER / RE TURPd / ri""IIIIIIIIIIIII""� EXHAUST GRILLE r'�8-I °1CAL8+ NONE 2602_00\CO'Np2802u0I 11 39 06/10/1999 _--PROVIDE STACK GAP TO BE APPROVED BY ARCHITECT AIR CHAMBER WITH — MANUAL AIR VENT AND ` UL LISTED BOILER ANCHOR STACK WITH CBG SCREWDRIVER STOP, STACK ASSEMBLY ;�IrRE(2UIRED AIRCRAFT CABLE AS SCREW DRIVER STOP PIPEC TO ACCESSIBLE AREA PIPED TO ACCESSIBLE TO PREVENT CONSULTING AREA ENCLOSE STACK WITH ENGINEERS AIR CHAMBER WITH MANUAL AIR VENT - COR T STEEL L OR LATERAL MOVEMENT 6650 5 Redwood Lore PETE'S PLUG OTHER / BY ARCHITECT TWO-WAY CONTROL VALVE THREE-WAY CONTROL \ PIxt1!�nq O)620- v12?I Fol Isa�1 e2D-034e VALVE TM Ill 62l REDUCER (TYPICAL) TNEIQ!'1OMETER AT AIR PETE'S PLUG. (TYPICAL)DLING UNIT +01 a&��'v TWO LOGATIONB —� yC C ANCHOR CO RETE STACK .+. CONCRETE THRUST „ -SIF- --SIF •�-SIF-�J NO FULL-SIZE BLOCKING AT •� AT BASE -j BYPASS WITH BASE U'F STACK , ' t G COIL 1 COIL CIRCUIT , W 10 1 SETTER 1 /A 1 I I ' vim R �V 1 IL T 1 CIRCUIT �'-'� UNION (EYP.) - 1 'SETTER CONDENSATE �� ; CO. '1/IZNI�J Revisions IN PAN BOILER STACK DRAM VALVE � DRAIN _� 1 BELOW GRADE 1 ' �� INSTALL ACCESSIBLE ' STRAINER ; TRAP DEPTH TO BE 1 / '� DRAIN TEE AT N 1 SHUT-OFF FAN STATIC PRE6WRE AUTOMATIC FLOW J � VALVE PLUG 1 INCH CONTROL VALVE `� BOTTOM OF STACK I" DRAIN BELOW GRADE n UNION OR FLANGE -� TO FLOOR SINK IN wil (TYPICAL)PICATIONS) MECHANICAL ROOM 9$4®m) 1 Project VALVE Vs. -K TO BE DESIGN BUILD ASSEMBLY . DRAWINGS SHOWING CONNECTIONS, (TYPICAL) SUPPLY ' �� C0f*;RETE DETAILS, ANCWORM6 AND PROPOSED MATERIALS TO BE ��14�99 ISUBMITTED TO ARCHITECT AND ENGINEER FOR APPROVAL PRIOR TO Dote NOTE: RSCONdEGT PIPING AT AHU A9 REC JIRFD . L1.� FOR BEL GW GRADELUDE ALL STTACK AS vGUIRED BY STACK MAMFACTUREIR NT6 AS NOTED Scale C4 TW W,4Y . HEATING COIL � TN EE-UJAY COOLING CO's. NOT U6 ED re"I501LER STs4CK DETAIL. P N0LA0\00Vt.W�IM7 11 36 01/17/1966 i6D2.0D\cowa6ozrto5 11'32 06/10/1999 M 1 SCALE: NONE 26olJoo\C0Vt2�0lt109 M04 06/10/1996 M�}-1 DIAGRAMMATIC' M8-1 DIAGRAMMATIC M113-1 SCALE.- NONE 8- ..r A I 6900 SW Haines 8t. SUP1999.00260 53 of 75 d. iiilli nl I I �• IIIII�III��III111 II (III Illi ��uil It III � �'�iii� i� ��; �� ll ! Oil illi I LEGIBILITY STRIP o 2 i a s 6 7 8 9 10 I I 11(< I IIS Ia i Is 17 Ike Ilg 1210 121 22 23 1214 25 128 27 28 29 30 25X CDFl 11 11011 1 ' ' �J HONI I Oi! _u�t 1�1�1�.1�1J��l�l�f J I�W.I�l�.l� 1..11 iu1 L1Lw1,11w.twLbil w1�.1.�.LILL�.11.1�.1�.11 JJ.wl.�.1,�1 b , I 1 J J,1.1�f�J�l�ll �l�ill 1 11.W 1i11L 1 1�1 1 L oz p .r:n. +Nn*MM+,�+�w�" �yr.wleera!ra1R1+N►A/Mewre aw �M1•wa.tAn.M.«rw►w.r rwnrwnw!+ gr�p.sXA°6!IIIP, d ELECTFifCAL SYMBOL. SCHEDULE >rat a•l l 08/191"" Sof RAWOVS MQ S1Memi Lxm nxR=1 NS1RE 811111119m AffillA1OAI M mu 61941CM C VL:Uff wATALLED CGNCOALM FROM PNOW F- WAN ADDED TO LK WT MIXTURE OV11"11OL- - ACT AOOW C4UaBill Tq•- SPACn. MOvID!CROU D COND11."t0111^6 NDIGATI1060"T"WALL On ook&CW T M01MrD L1 � 111"T PIXTI ___.. __ AAP KM/ANNUNCIATOR 1�M� N L DU IGA $04011" . CWWAM CONDUCTOR NOT IYCLIDED N IMB11 MARK NDIGAT1p11. SNRFAGe OR PMTlDANT MIOMTED LIONT P1Yc11a PD 1 OUTLET.(NUMBER INDICATES C FII: T .CAMAL LET1R111 AND A@p11E PINNAL PLOIM �1.. OAANCH CIRI20 MtlTALLRD IN OR BELOW BOOR. A t�DICATES OWITCIMM GOIKTRt7t T JPIGAL FOR ALL Alb 41011"PeMUW dew" --- PROVNDe GInUrD CONDUCTOR AS !INDICATED 1114 PAUL SG44EDwLe . GROUND C>4)UCTOR NOT NG4UL7Wf:0 LOW PIKYw/t;RJ APM AMOYM PbWMa PLOOR TO 601T411 -- w WA6W MARC NpICATION. •• taW.LINB LUSr4T PUXTUPt(MMEIMSiG r CREDIT, AIG -4V-VM NTMRRPTSM CAPAGTY BRANCW CI VW W01ME It M TO PMOL .NASA NIAMM Q IMGESSW CeW-OM LIOWT FIXTURE AFM AMlMM NGICATEA NEMER UP CONOUCTORR, l•wOw10! LA. GROUND CONDUCTOR AS INDICATED N PAN NL _ ■ SMD CSLm LIOM*PrAnm(elRtilCY Gii=p) Aft AVUlerm to GAME tab 6C MME GRfRAO C.GNDUCTOR NOT INCLUDED N Sw1DAD Law A><Tw ON 01MIRINOWCT CIIICW C C0NOW W ASW MARC INDICATION. RECESSED WALL WAGNER.WMwDRD NOM MDIGLILLSGS CIRr:UiT MA<MUM OEMD11iCT10N OF WALL WAGON& Lar VWpLTAt7i PTY CONDUIt wTW MILL eTw/0-�•' -•-- P" BOX. WY's•--X 4-UNO PLLiolm&:04T LJOWT FRXTUM 01101 COftRACTOR RIMN11111S7p OYNSR PONALLEO .AUCTION BOX, 4"SG AAM WO CICT CW><AIT -_ _--- _-- _ -_�..__ FLUOItESCEM 0064T P17RU11S, TANL7e11 WIRED -- 2-t7QpU(T GL1T_ a wTW MUO1M111O AT BOTH COs,. ( MASTRWAILAVe NTEPILGN ECTED WITS ) LOCATE AT•"ASOvE AGCMSSIOI.e ceMLNb. � IT "ATOP WW APl ttl'1TE11. ------ -- ---- --p DATA _. _._ -- 1-� R.NOR�CE IT STRIP LOW PIXTwIs - �STfr•a1T.GAP A/S;1 MIAAC WITH IPPNIROVEp ___. __..- --- _-- _ _ .__-_ - -__-_-- _-- --_-- EG �Y tr'100wNT(tITM PULL- N LOA) I�LUOREOCEN'T LiGWT NXflI!KM Y BATreRM' -_._- PACK OR Or E1'aGINCIr LOWTOO CIRCUIT(SATTERT ® MIANIiOLE • Sia Y SDICAT= 1-AM PAaC NOT TO 11111,117040) w'o Was.t+a Ab NDIGATeD _��i_+aY LIOWTINB TRACK WITW L112WTDO PUCTI�S 114 RRs AbARM MULTI-OUTILLT OU1rACE ItACEWWI ,OUTLETS Al MiOYN. _ __.__. _.. ___._ Cn NOTED OR SPECIFIED MOUNT WORIDONTALLY Wft OPOLE MOUNTED LOWT PMXTURN(NIABEIR OF LIMW PAAP PL ALARI AM+TWCATOR PANEL W �. I TN BOTTOM RACEWAY Il 7"AOOVE COATER TOP FIXTUMS AS$NOUN! PAGI• PIRA A641111114I COWRROL PANEL MATH OR BACKAPLA M UNO. ■ fu MOUNTED PROST TOP LOWFlkfwA WItW MULTI.OUTLET SURFACE RACEWAY ,OUTLttS)DEvtCRs Y - PVPP1 FIA PAIL MAN 4M 6114 IN,NOno OR OPECIPILD . VERTICALLY MOUNTED ■ Wom"tp STEP OR W14LE ; 460 P1f(T{L -- _ . _. __ PAPE- NM ALARM PANEL REPIO e lu _ ._ _. - - ._ -- - - - __ - __ _ - D Dem TILEP40WIN Pw7Le WIN QUr6ETS AS M1O11N. ■ DOLLAND LIB•T PIXTUA WITW CONOWN EIA" OF dA01IO NOTED 00 SPEC04M -- - _ _M._.__.- ® 6110=0 LICA-IT FIXTURE BON dSAERATOR SO FLOOR MOINTIP PMMTAL WITW OUTLETS AS WNN « PLOODLIG1tt FIXTURE - _-_____ _-_ e/1-- WiA0M0'AwL CeAIIT NTERIEPTp TYPE .' --. ____. M MULTI -&AAIB PLUSW FLOOR BOX WITM DEVICSS A$SIM - - --_ _._. _ -._ - - --- --- PICL!MOUNTED PL.00DLIOWr wTN _ _.._-.. _._ _ _ ---- --------------_ ---- CONICNrTE EWE WDA NANO-OPP . _ LJ N COMpNATION FLUeW FLOOR BOx wrm Devices,AB (NUMBER OF PLOOOL1604TB As,SHOWN) _ _ . - .�_ .._,._-.____... ZD 6FIOIW.VOTED OR e/•e01P1 SINGLE PAGE EXIT SIGN WITH NIUMBER OF DIR1EV"O)UL mp SIO P R - -� CONDUIT,UP ARROWS AS 6W=N,Cl1LNG MOWT6D SOLb WPP W04 FOYER PACTM W (Q' CONDUIT D01W CIUADAANT INDICATES PACE. _._- .__ b. ISOLATE AROMO O\ -� _._ _____ ._ _ = O DOUBLE PAC! EXIT SIGN III Krg"OF DIRMCTIONAL 6W..LE SECTION UNDER R OOR DUCT WTW,AUCTION ARRRW&AS SWOYN .CE11.1146 M CIUNTED . SOLO + M110111 moomitSCAL = W BOX AND OUTLETS AS SWOM QAD'.�M ii F!'NGATES FACES _.- _ __ -- -__— _._.... ._ .... ..---.._._... _ — _ _ M44PACWAYM 39 -� I>Wftl OEC'ION UNDER FLOOR DUCT WITH.ASICTIpiap eMILI19WPiGY SATIETY PID[LOW NXrulRe AND--- -- - _ -__-•-- Q :.� EWG'x AND OJTLETS AS SNOIMI PND4 ; WMAD _ ESD CAL NATIONAL eLUTRCA= ��_ V1 Ml TIR(eNKY LIBMT 1110117111111111110 OEM ►+IAD K NLS1R LOW - !4 WO WNii( ® WDPp O010110114 RJAiIM&D CNTRACTOR NSTALLeD ' o STM0. POM011511111100m10b StO•DU►'RIBUTIQd PAN[LBOARD ORwTCW4DOAM Agro OPOI GUNR P/NIM�&NMR wTALLID DRA►CW CIRCUIT rANELE10ARp SOdLE HOLE L16Wt SWITCH PB PSL BOfI 004"POLI LOW&MTCW46" 0 PN PHAM • TCWMY LIBn 4WTCW •• PNL PANEL MAN SYATC1iQAa wZ 4 POUR 64Y LOW SOTM PS PWpw EMLOOM PROD'Lk2W StUiTCW • 4s," SHOD StR1GNiAM! FUMED PUG IN WAP PROM OVEIMAD MlMlwr _ --• - � 1 s CIROMT SMAMN PLL6 N TAP RSO M OVMRI IAD MUSW AY I OINMAtED LL1f1N!SSITCM -__.___. ._._.._. • N M _ ._..__-.._. ___.___._-_ ._-.___ .__._._ _.. - _ W MOTOR RATED SWITCN • IB" SYS SYSTlMI EVtnrns I1DOQTA0t1EE 111101E8 F WMA POLE LOW Sw•CW IIITW Phot LASSO • 4s," T TELW%4ONa ----- -- -_ 04H ADDED TO S'rMMOL .INDICA L MOUNTED _ LOW VWOLTAdE RELAY MOMINTAW LWff SWITCH _ • 4s," - -TTS 721621,4406 TE11"NAL BOARD Y WITW BOTTOM OP OUTLET AT 7" ABOVR C0IUTER TOP OR - - i- - - - LOW VOLTAM FLAY LOCAL.OVERRDE LOW SWITCH • 4s," TYP TTTIC'rIL - BACKbPLAJlN WD - -- - - --- sp WLL BOX DRArl two"LINO) _ ft'. UiO UNLEN N11=OT1iEMSE ______...___--__ ..._. - __. __ _-___ StNdLe COItVENISVCe OUTLET r.. OPANCY W46M.CRILM MaJORD(W • WALL -- - ---- _.v . VOLT - --- _-- - ®P 604Le OUTLET WITM A~AT(EMM MND PER • y'_- CA.MOUNTED) - e(i)IRBfT I�COU}lOATIONM) __. _.__ _ ._.___ .. _. _.__.__ NAI PAL P 1W OI*SWrCw(MUtTON)+ 14" O-- ____ _.. _ _ ___..__ _._.. OLPLEX CArV*E@ICi OLTLET 1s," W BATT ._ _ ... _ ......__.. _... _...._._...._._�.____-__. __ _.....•. LtQiITliti CONTACTOR(NUMBER OP PWOLeS Ai NDt!.ATeD • fMI DUPLEX CONV9W,a' :E OMLET • W. ®4 NEXT TO S'T'T'TSOL OR AS INDICATED ON DETAILS) • � YP __ "Afwm ROOF TYPE • ISOLATED am"Oumax com" 1ENCE OITLRTS - Tr•EI SWITCH • Y" • SWITr1AD DUP'L.EX CO INIm OUTLET • M P PWOTO- ELECTRIC SWITCH fr1O0Lf �� _= • ONaLEIt OUTLET CONNECTED TO EMSRRSOCY CNICUT • Wo ABANDON N PLACE • OPI OOILE OUlILEX C.ONVeN1ENCE OUTLET • Is," $"Mom 'IDN"ONE/DATA mom - -_ __._ ___ - ____--..____.__.r_-_ ____..__. E 9XISTNB TO IREMUM s • DOEILE OL1rLOl CONVlileNCE OUTLrET • r" WWEN ADDED TO SYMBOL , INDICATES OMIT MOUNTED S MrW BOTTOM OP OUTLET AT!" ASOVE CaNTEIR TOP ORC C T AND CAP OR FLUB • ONBLE PRAM SPECIAL P11011111111006 OUTLETS AS NOW • M"WO DACKEPL.AMI WO __ _ R/'IOVE AND RELQCAT! ID THREE PNAOE SPECIAL MICA*MET.AS NOTED TELIPWONE OUTLET r" - os _ _ _ _. _ C B G PL-iISW FLOOR OUTLET 1s,SNdW RELOCATED 4W YLAL fEL•EPNIOIA CUTLET • 44 '-. _._ ___.._._. ._-___._......._._ _ _ ..__ x exlsrliB TO BE ItEM1avED M PAY taE w"OUTtl" • 44 Time i Elora CONTROL! NOTEIj 4 DATA OLP 0 _ • IS" -- � M 9 MOTOR UITW MOTOR NUMBER(SEE EQUIP"ENT SC 4M)ULE) 4 COO M"CIN TLLLEPIi MOWATA OUTLET - • wf' E11�0'1j CONSULTING 0 ._._ ..._. __ _ - -- - - -- -- - CNA 1 N E C R f CAP4BINATW N PIKE♦&V=E DAMPER ®® 111MW FLOOR OUTLET AIB SINOYN ELECTRQi1CALLY CONTROLLIP LOM(MAOI LOM Ea,IR'EafT NJ"AER fSEE e0A111R'"iT SCliDItE) TELR►RiON& TETANAL BOARD ,S"WOW fwDTW AS _._ ..__._ _._.,.. _-_.-._.......__. ...._._. ........_._ ....._. _....._. 6650 SW Redwood Law KITCWEN ECUIfI'MAT NUMBER(WE KrTCWM RQUIPMIAft - eNloeFu•h"FIRE IT!lSIST1VR PLYuIOOD wTW•`c7u W9ND _._.® _ ELlG1RlG BT>rlQ 9uf• 356 OCW DULE) pDYA!R tRAMPEIR _ orIlop , a.00n 9722A a+ NON-NNOED DIeC,ONBC1'OWTCW tMrOLE AK JL PM NIM am- -,_i6 EXIT MO110N DETECTOR Fox (Soa)620-0346 __ — _--_-- ---------__ __-- Te IM 620.3232 q&�DISCONNECT OwI'C1/(FUSIRS Slap PMLR EC<IIPMBiT M MANUAL PILL STATION • 44" MOTION DETECTOR(A)t♦ROIU INpICATlS D!rlCt10N M1iT Wt,ItWT MAJ1tACTURERs,F1EcoMrt►•IDAtIONe UNC) -__ _....__. _..._._.._.._ _...._. ___ _ _ ___.. __._. .___._...._ ._. -- -- - --- ERN COPAtiNATION MOTOR STARTERMJSED DOC IN ECT SYITCN H ALARM IIDAi(WALL MOINrE01 OPTS -- ACTION DETECTOR(OMNI DIRECTICNAL)AXIS) Ae, _. _ V COPlWiATION VIQtALMUDIM.E ALARM • SD"APTM -- �4 RELAAAY SM�BER Q POLE Y SOLfr4T®) _ V vISIIAt STROM ACORN'S - SO"OPTS ® ltE'1rPGA1NZ)OWAOR ......AD 8 ALARM MILL OMR B ZM Sr"A"m _ __.__._. _.._....___ _ _... ._.... .._.._ - .. - . ® PANIC PUIS11 MUTTON • 44" 3'T -- •—•- - PIIOTOELlCTRIC SMOKe DETECTOR(Ce1LN0 —- START-STOP PUAL111 mWrTON STATIC) MOUNTED MOUNTED UNO) ® VISUAL INDICATOR • M � `` O TNOIr'IOSTAT OUTLET PROMDE U!"C.WITW FULL-N LINT • �, 1 aaArION ImM DETECTOR(CEILNB MOUN1=WO) ( ]0 A DOLe INDICATORID_ TO UNIT COT ROLLED I'SEE I"CilIf11CAL DRAYiRbS) MAeNOTIC ODOR MOLDER _ �4 COM7DIiATIQi AUDIBLlMSAL IUTOR - • M �'T23 A° 114-0IGAP CONTROL.STA.12N -DOOR CLOSER wm INTEM& SM10KE DETECTOR ® - EXIT DEVICE(ELECTRIFIED PANIC BAR! -- S W five,�\ 11T1>MLS ONG= WARM � . M NKAT DETECTOR(CEILNO MOUNTED,DO'UNO) • DOOR PONTION SWITCH to ----- AIR DUSMCE 50DETECTOR AM REMOTE NDICATINS -- ----- _W EN LETTER OR NrMDIR IS ADDED TO SECURITY - EX �9 �..n.--. t`MOLC ED CAM CIPWUIT BREAKE11 (Do LOW. RO_'10TE L10WT TO BE CEILM MOLNTE_D WO 2A A SYMIDOL .LETTER INDICATES rTP! A DKVIII NUMBER --- -- --- ----- - .. -- - .._.--_ _ - -- ---- NON ;A4FD SWITCH P110TRI OELEIr-TC SMOKE DETECTOR AND REMOTE _ INDICATES MCIJRITM ZONE © f� IDWT. OW401ELAMWT TO M CMILNRevisionsWTGW T�W KEYED NOTES: ! ( TRANSFORMERTRANSFORMERIC NAl'MBEIZ Vr)IC1TES K 11111,A7111412) Wim"T10N SMIOKE DETWTOR ANC IRePTOM NDICATM ---- K4 _ LIONT. REMOTE LIOW TO M CRILNO MMOU ITED UNO WIRE'?'MOLD 4~SERIES OR APPROVED EQUAL . SEE bFMCIFICATCH -- --'--- ----------- - NIRNCLER LOU N"SGUM SWITCW ISOLATION T"M TRANSFORM ER UTW ELECTI111VATATIC __-_- ._ ._ .___...__ __..___-_. _ _ - SECTION ISM . SWIELD F SPIRIICLeR FLOW SWITCW SPAtN4 ER OS4Y VALVE TAMM't SWITCH O U04M NO WASH MARK)64OUN PROVIDE TWO•D CURL ENT CARRYNO OTWER TRA IRA1SP R ED Pr S) WLESA IM NOTED.EACW ISOLATED MOUND CVWUIT SNMLL NAVE LirR_S:Z CUPURM T . S "AMTYPE&I"DeTECTOR - TIMANM11TrlR CONDUCTORS.ONE•12 6RE11 CIR OUND CC7NDUCTOR,N V) NCW CONDUIT of — — —- — ---------- — --- -- 11- -- --- -- McAMM T 1'PM SMOKE DETECTOR- RECEIvMIR A eePAt>fa►TE NEUTRAL AND ISOLATED G1RAA0 YI11t(NOT e1I0YNx GROUND ` WeN NUMBER 0 ADDED NEXT TO FIRE ALARM SYMBOL, WIR! N M ADDITION TO THE DOMWWNOTED PIlVIOUS. • 4 -- NORMALLY OPDi C_OMTAGT _ NIBeR_NpICATES PIR!ALARM ZGN EO POR NXTLMG ItICISSED N WMb CEIL1NW.P�MDe FLEXIBLE 00" CLOSED CONTACT -- R AdOCILWRT'C.ONTACT(Sl-- TO NEARBY AW-TWM MIX OWA MW DO NOT SWAY FLEXIBLE CONICTKM DRAW-dT TYP!CIRCUIT SPEAKER Nor TWAIN P in PIX UIWG TO Be CONiCTED TO.AUCTION BOX SNOW .16 - - -- O POR PrxTURE&IBCESOeD IN LAY- N CEILM NROME RAXWLE UM46 Q MOTOR StARTIM n4PUM INDICATES STAIMru SIM TO NEARMY.MICTION Bt7X. DRAWINdS DO NOT OWN FFLEX""COMIC"" Pro1 ect ST NOTES: ND MORE n4aN FOUR FIXTURES TO M CAMNIECTED TO AUCTIOII BOX*CWH *CW-® N�wrrw•L Eue SHEET ® PROvDE!"OALVA/ M STEEL CaOOM AAFVES UWCUMN WALL!O&W 6/14/99 f L ALL*"VOL*MAY NOT APPLY DII"CTLY TO T1M JOEL OnORRIIITOE INDICATED. PMR17vIDE NO PROWtM MALANT INSIDE SUWVMS. Dote MI WM HIN* S 111110M1 ARE TO CbffROG OF P§V X uia O MWv1DE%"COVW SM ALL- N LDA PRrMM OUTLET WX TO AC4860OLE ry LO ATWN ASCMe CrLMAi OR TO TT0.UIlUM NOTA OTIEM M NONE IL ALL M OuNTM IOUSM7/AIRF T"IC'.AL UNCI ON PL AW (N SUILDNB V,ALT.1.PIMVIOM CONOU/T TO WITHM I FEET OF CLOGNT t:ATLaBIDRT S W:ABte s,IR■PuORT). TERMINATE CON11011M PATH M" IMLATSD SCt71r1 �1 WX CCWO IOPM AND LAM 4"TE M.SEE SPL9GW&ATI N111 PL7R ADDIT1O14lL IOIORMATION. , O IMDVLDE TWD;(-CONDUIT WhN PUL- N LIS PWM COMBINATION OUTLET g g t t0 ACGMIBLE LMATW 4 ADOVE CMIL06 OR TO ITS.WUW Nt77ED (V IcudmffC 411150101111111111' lODtM comN IC M AM) STrIW" SM SPEC/YATfOr PDR � (N BLLOPO if..ALT.I.PRIOMDE CONDUIT TO M1ilm S PM OF ' q /tSOtfIp1M.N�'MTIQI. . ..,> 4 w:MaSI DIR4IME•POR 1340W LM:.Ne1■i fliwlilD01, ' `. ' . 1- ' , q !1 y `,. . -. • ` 1s, ry)• , ` .immom" L�• ' 5 6900 SW Haines St. ` SUP1999-00260 54 of 75 . i '•l. ,!, , " •• . - .' I ,�.i! ,� 1 - � • h .. .� r j ` .j,., .'•, ►:i�. 'i ' ..•. .. t - _ , y. �: .. •+:+ :' * .3 p.v .i _ �rr �+ . LEGIBILITY STRIP O 1 2 3 4 1 7 Ipmm.I Cm a L� 10 11 12 13 14 16 17 ale 19 20 21 2'2 23 24 25 2e 27 2e 29 30 81J.11wl IrW01 � 1 NIU 1�LL�411J1J 1111U1(J14L1L�1�I U�.l�.. LIJ. NON( �yICIE CIE � q any•..in..w.,....•nwr-•' -- I r f I LIGHTING FIXTURE SCHEDULE LIGHTING FIXTURE SCHEDULE _ LIGHTING FIXTURE SCHEDULE NAME MA PA,CTURER CATALOG • DESCRIPTION MANUFACTURER CATALOG • DESCRIPTION MANUFACTURER CATALOG • DESCRIPTION LI ZUMTO@l RCN TYP>!: 2W, INDIRECT FLUCtRESCENT LII LINEAR LW"TN6 CO WALL WASH 4 TYFE, WALL t1A6WER WITH OPEN REFLECTOR LIS VISA LI6NTM4 TYFFE, 22%W& V2'H TABLE LAMPS 11EFLEGTOR: WHITE WITH PERFOtUTED QASKET REFLECTOR: 6P9CULAR FINOW SWITC•+: 6TAIVDARD MOUNTIING, RECESSED MOIMINGu 111RECI166ED MOUNTING, RECESSED DALL.46T, ELECT!eCNIG BALLA6T, ELECTRONIC BALLAST: NTEbRAL NOV664113: 20 dAUG►N COLD-ROLLCD STEEL. PAINTED MATTE WHITE LAMPS, TO FLUORESCENT 300M /000 Willi V IFY LENGTH LAMPbi 20W DFL 4 PIN GIl1100-40AW 5000 0WO SERIES LAMPS, (2)49W - TbrT XWOK/ WO 6ERtE6 111,111114111611114 WWITE ENAMEL FINIS64: PAINTED _ VOLTAGE, 211V _ VOLTAGE, 711V VOLTA 4i 211V LJ ZUMTOBEL STAB 2'X2' INDNlECT FLUORESCENT ALTER GAI"MALUX HLLIPbOID TYPE, WALL UL161•ER WTN OPEN REFLECTOR LJO NOT L'6E0 - ----- -- RDFLECTOM WHITE W TH PERFORATED BASKET MOUNTING WALL MOUNTED TOP EDGE 1112"FROM I;.EIL440 - - L21 LITWANIA C SERIES TYPE. 4 FT FI.UOREbClNT STRIP MOUNTING, RE=6W) BALLAST, ELECTRONIC MOU0iii 6UFACE BALLAST, ELECTRONIC FINISH, SITE PWI664; W141T4 Z WoUlOWG, JO GAUGE COLD-ROLLED STEEL. PANTED MATTE IWITE VOLTAtSE, 211V LAMPS (2)411111111W - TSTT 3000K/ 000 SERIES LENGTHS, 2 WITS V AND 2 UNITS II' LAMPS, (2)F37T0/10001VOOO SERIES 0 VOLTAGE 2111v L0 V"OBEL dWXI TYPE, LOW VOLTAGE TRACK LKW4T6 --- -- -.----- T' --J1'1^ ----- - _- L3 LEDALITE CRESCENDO SMALL TYPE,`- O' PENDANT DIRECT/INDIRECT PLOUIIESCIENT STAFF LlNGTw: PER PLAN - L22 LITHONIA LES 61R1E6 TYPE, 6WGLE FAC! RED LED EXIT $04 REFL-!•CTraR-1 , A AAM14 'I PAFIABOLIGMOUNTING, UNIVI MAL � Q PUNISH, IWITE/647U601 MOUNTSTEM YTIl ' DROPFN16H: BRU614ED ALUMINUM W PUNISH, TO BE SELECTED BY ARCHITEGr X + MOUNTING: CEILING 1.41J�s WTH STRAIGI•IT RUNG,END FEED A111111111111111111OW& AS MOI TED BALLAST: ELECTRONIC IM7U6NG. 6063 r5 EXTRUDED ALUMINUM ---_-•-- V+OLTACaE, JTl -- - �.-.- -- LAMPS: (2)FlJfe 3000K /000 SERIES(PER 4 FT SUCTION) T}IlMIR; RE1'Iore —L23 LITHONIA — LES GERIE6 SMS AS L22 ExCEPT DOUBLE FACE VOLTA(iE 211V ---- ----- - —�-- VOLTAGE, --170V __ __- A MOLD CAST 41-1-12-XX-BZP-FU TYPE: SPHERICAL GLOBE W FINISH, PAINT CUSTOM COLOR TO BE SELECTED L121 PRIO WI-WH TYPE, ADJUSTABLE 6POT6 FIN16H BRONZE � � N NOTE6, PROVIDE UL DUST GCovZOI SPACING, 4 ON CENTER MOUNTING, SEE SITE PLAN t4 L341 - LEDALITE-- CRESCENDO SMALL TYPE, SAME A6 L3 DUT t2' - LAMP, MAR 30, 15W BALLAST: LOW TEMPERATURE ELECTRONIC a: z of FINISH; _ O LI NOT USED L !^ AMP 115W MW lot = ---•-._.-.. T USED_- S ZL ED L13 MTODMG EL %000 6EME6 TYPE, CURVED TRACK LIC&WT - i------- - _ _ VOLTAGE: ,C4NTRACTOR VERIFY _-_---- - . Z 8 LS NOSTAFF TRACK, CURVED RADIUS TO BE FACTORY PER PLAN& B MOLD CAST 41-I-II-XX-5ZP-FU TYPE: 611"DNERICAL GLOBE � � W Lb ZUMTOBEL STAFF TYPE, 6 V 10 4'APERTURL X 3/4' DEPTH DOWNLIOWTS R - EOR-FLECTCLEAR SPECULAR FINISH, IIWIITE FINISH: BRONZE MOUNTING, 1lHCE6SED VOLTAGE_ - END RED --_-_-_-_ MOUNTING: SEE SITE PLAN U. 3 BALLAST, ELECTI&a NIC L136 ZUMTOBEL %41-11M-52-55M TYPE, AJU6TABLE SPOT BALLAST: LOW TEMPERATURE ELECTRONIC LL U Vf STAFF FINISH, IWITE LAMP: W)M MH p LAMPS. , (1) 32WV LAMP TT VERTICAL 3000K/ 000 SERIES J � 8 v ___ , /3 "T3T3 _- __ TAGIE: _- C)NTR4CT IY � � � 01 H L1 - LITHON04 BRUCK LOWING UNI-LI IA - LG•K!A - TYPEI _-_`APERTURE DC1U�lLIGNr6 ---�-- � GHTS TYPE, -- EU �F--- _ _ VOLTAGE711 _ _ _ _-.- �� VOLTAGE TRACK LIGHT& C NYDREL 910?-A-MNlm-�11- TYPE: I2" DIA SITE UPLKs1•IT � • REFLECTOR: ALZAK TRACK CURVED TO BE FACTORY FQR{1Ep PER PLANE TOP-XX-XXX FINISH: BRONZE r , W MOUNTING, RECESSED LENGTH, PER PLAN MOUNTING: FLUSH LAMPS, ISM A LAMP FINISH: MATTE CHROME BLACK BALLAST: LOW TEMPERATURE ELECTRONIC VOLTAGE, 120v MOUNTING;, CEILWI WUNG WTH 6TTWK.I4T RUNS, ENG FEED LAMP: low MH - LO ZUMTOBEL --STAFF TYPE, --�- • �`APERTURWJ E x 1 trl' DEPTH DOLIbHTb TSR' RFT'IOTE VOLTAGE: 211V V VOLTAGE, rUOv D MOLD CAST 36-2-19-21-BZP-FU TYPE: 36"H x 615" DIA BOLLARD REFLECTOR. CLEAR 6PECULAIR WITH LENS --____ W MOUNTING: RECE56ED LI48 DRUCK LIOWTNG UNI-LOOTS TYPE: Plx 4202maC FINISH: MRONZE BALLAST, ELECTRONIC GxJANTITY, b' ON CENTER MOUNTING: BY CONTRACTOR LAMPS, (1)37W TT VERTICAL 30CAVK 1 a" SERIE6 LAMP, BI-PN G4-GY6,36-50W BALLAST: -20DEG ELECTRONIC ixW VOLTAGE _211_V FINMI,4, - MATTE CWROME /GLASS YELLOW LAMP: l0W MH O L9 _-- - - - ----�-- --- TYPE: --- EXISTING DOUNLIC04TO - LIS NULITE TYPE'', UNDER 644ELF OTRIP LOOT VOLTAGE: 211V NOTES: REPLACE EXISTING LAMPS BALLAST: ELECTRONIC E HUBBELL NRC-4131x8 TYPE, CEILING I"IOUNTED METAL HALIDE LID ELLITIPAR F-209 TYPE, 6191% ADJUSTABLE U;6LL WA&WER--- - LAMPS, (2)F32 TO 34)VCK/000 SERIES HOUSING: DIE-CAST ALUMINUM REFLECTOR, ANOD;MD CLEAR 6PECULAUR VOLTAGE: 211V MOUNTING: SURFACE MOUNTWi, CEILN: _ NOTES, PROVIDE TUDE COVER BALLAST: -20 DEG BALLAST ELECTRON,C L16 NULITE TYPE, SAME AS LIS BUT (1)LAMP LAMP: I001LI MH LAMPS, 40UrJ2TS/T2dWM 3000K/WV SERIES BALLAST, ELECTRCNIC __ VOLTAGE: 211V FINISH tW1TE SEMI GL066 LAMPS: (I)P32 TO 30OCK/ 800 SERIES F MGPI-IILBERN S40-U-111TH-1°R:,- TYPE: RECESSED BRICK LIGHT _ VOLTAGE, 211V VOLrAbB, 211v 120-ORP FINISH, BRONZE L101 ZUMrODEL STAFF Tl"P)cv b 1/4'APERTUR'L x 1 L?' DEPTH WALLWASHERS DOWNLKiHT6 _ NOTES, 1MlOVIDE TUBE COVER MOUNTING, RECESSED - UNIVERSALL11 LITHONIA a 6ERIEO TYPE, 2'x7'FLUORESCENT BALLAST: MAGNETIC - HPF REFLECTOR, CLEAR 6PECULAR WITH LENS Lam, LAMP: PRISMATIC 9W TWIN TUBE MOUNTING, RECZ65G40 MOUNTING, RECESSED VOLTAGE: 120 V BALLAST, ELECTRONIC RR LAMPS, (1)32W TT VERTICAL 300M/000 SERIF& WOUSBALLAST,; 012 ELECTRONIC � G VOLTAGE, 211V HOWINb: DIE FORMED 20 tsAU(iE COLD ROLLED STEEL LAMPS, (2)U 316 _ VOLTAGE, 211V CONSULTING ENGINECRS LIS LIrWONIA 207 6ERIE6 TYPE, 2'X4' FLUORESCENT LENS, PRISMATIC b6% SW Redwood Lone MOUNTNG: RECES6ED $,Ate 356 BALLAST: ELECTRONIC Po:tllvd, Oregon 97224 14QU6ING, DIE FORMED 20 fsAUGQ GOLD ROLLED STfcm 1503;620-0346EEL TM (M 621)-IMLAMPS, (3)P32 TO 3V4W,'dVVW*1S _ VOLTAGE, _7_11V LIOI LMACNIA 2PM 3N 6ERIE6 TYPE, - 2'x4' FLUOR-6CENT - -- F� f DIPFUSEI@, PARABOLIX .:'j I N / F MOUNTINb, RECES6EC BALLAST, ELECTRONIC HOUSING, DIE FORMED 2d GAUbE COLD ROLLED STEEL LAIPS, (3)P37 TO 3e4dW/SOOSERIE6 I VOLTAGE: 211y fiz aid: s SPIE E T NOTES Revisions 1 . PROVIDE LI FIXTURE IN ALL OFFICES UNDER DEDUCTIVF ALTERNATE . 2 . REPLACE EXISTING RECESSED DOUINLIGWTS TYP LS WITH NEW RECESf ED DOWN LlGWT6 (1-32 W TT LAMP IN ENTRY) LOBBY AND (2-42W TT LAMFl AT LOBBY WHERE CEILING IS A Il'-0" CEILING AND ABOVE STAIRS . i g 984(a0l Project lit, 6/14/i059 Dote NONE Scale O 02 8900 SW Halne:F St. ; L� .' •! f :• • •• • '` � •w J ` �, t '''i. y 8IJP1999.00260 u { - -----..—_..._-.__.r.M_.... ...•...+... - a..-M. .......:,- -•- -.i...1 ..•w�•-.. , .. .� ... 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