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Plans BU P2007-00 130 WATER BLDG REMODEL 8777 SW BURNHAM ST 2-n.......,... s.5.,-,-,....,...., ,-.--,... ________ __ ,_ ____- -- ,„,„ ,. ....... ,,,......____ ,, .. , tst.$.01) ARei. --,e,„e„,:„..11, t.. tri 1........,s, 1,...,. _ .._ ., .„., ., - w •• k ! i .48 0 F 01.4ct°' R S . milli. ir. 0 i i A 1"I o N �.. I A it REIN • (1) 1121 SW Salmon INA T E R L38 URNH OREGOAM N ST 97223 Suite 100 BID SET 71„.771,:)sw BN Portland, �R 97205 '� 02. 0 ■ Tel. 503.221.1121 TIGARD, 5 07 Fax. 503.221.2077 tzt PROJECT DIRECTORY DRAWING INDEX PROJECTS MARY GENERAL NOTE '°� ® THE SITE PLAN IS FOR REFERENCE ONLY. SEE ALL OTHER PLAN SHEETS FOR CONTRACT DOCUMENT INFORMATION. BUILDING OWNER: SHEET NAME DATE Et tia Joe Barrett Joe Barrett,Buyer,Joseph @tigard-or.gov CS COVER SHEET 02.05.07 L GENERAL INFORMATION: Llal A0,1 EGRESS PLAN 02.05.07 City of Tigard-Building Dept. Rob Murchison,Project Engineer:robm @tigard-or.gov PROJECT NAME.• TIGARD PUBLIC WORKS _° -• »---�°-- -° --'^.'"*.' �� -c .,; i'lli A0.2 GENERAL NOTES 02.05.07 PROJECT ADDRESS: 8777 SW BURHAM ST. `.' .' s� ` ' � x -: 13125 SW Hall Blvd. k :` r:� rz (a) A0.3 SUSPENDED CEILING AND LIGHTING INSTALLATION GUIDE 02.05,07 '' Tigard,Oregon 97223 A0.4 SUSPENDED CEILING AND LIGHTING DETAILS 02.05.07 ti TIGARD OREGON 97223 �° �'"' •° t �"`� � �° � .;ID g g MAP/TAX LOT W408333 t R2?43974 - n Telephone (503)639.4171 A1.0 DEMO FLOOR PLAN 02.05.07 LAY Fax (503}624.0752 A2.0 FLOOR PLAN 02.05,07 � � S ., .�, " �; �' . �',may � � `��s �4 � fi!y� � ,. ..; ;, r�� s ,p ' � r A3 0 REFLECTED CEILING PLAN 02.05.07 ., Y . M £ ate i-, ., , : 6#�- 4 - A4,0 DOOR SCHEDULE&GATE ELEVATIONS I DETAILS 02.05.07 II. APPLICABLE CODES; n ,F, 0. , _ r` CONSULTANTS SW ARCHITECT. A5.0 INTERIOR SCHEDULES AND ELEVATIONS %.,-44,404;':, 2.0 A7 LRS Architects,Inc. hi m 1..00 INTERIOR DETAILS 02,05.07 2x03 INTERNATIONAL BUILDING CODE ,� � � - � � �,, �, ._ � � -~ �•` ,.�� 'Paul Boundy:pboundy�Irsarc teas co CURRENT STATE OF OREGON STRUCTURAL S CIALTY '� ' �� . N P P ( 1 9 ) 02.05.07 , ; k FINISH PLAN 02.05.07 ;1121 SW Salmon,Suite 100 CODE - ;:. • Nerim„ IN; 10 Ma Fitzpatrick'.mfitz atrick Irsarchitects.com �ro'ect manager) � �� ' '.,,._ n.> n AB.Q FURNITURE PLAN(FOR REFERENCE ONLY} � ` , Portland,Oregon 97205 CURRENT UNIFORM PLUMBING CODE FO DREG �= fly ? � -.�1-�.� � : �� 3E�'E�i►��D CURRENT NATIONAL ELECTRIC CODE FC, i'O', � ' Telephone(503}221-1121 E0.0 ELECTRICAL LEGEND AND ABBREVIATIONS 02.05.07 °° W Sp t"' ch Ill ca CURRENT INTERNATIONAL MECHANICAL co ' ��R OREGON �� µ�� r•r � i i�1�7�� Fax(503)221.2077 E0.1 ELECTRICAL ON DIAGRAM 02.05.07 E0,2 gg :DEMOLITION PLAN 02.05.07 IBUILDING STANDARDS; - �' ` 2•PANEL SCHEDULES 02.05.07 -- �, �� GENERAL CONTRACTOR; E1,0 REVISED POWER AND DATA PLAN 02.05.07 -� , ` �' ' '` ' ' �'~ ' ' Q2.05.07 BUILDINGS TYPES: �` �`'. 1� Ii E2.0 REVISED LIGHTING PLAN �„ r» Enem cos) E3.0 MECHANICAL CONNECTIONS 02.05.07 '" ` ` OFFICE OPERATIONS BUILDING:- N ° , '{ � ` N MECHANICAL: �`�, t �` pi.1 Ct M.0 HVAC LEGEND AND COVER SHEET 02.05.07 OFFICE AREA: +f- B 720 SF � � � Munro&Associates Doug Downie:doug.downie aL?munroassoc.net M1.0 HVAC SCHEDULES 02.05.07 � �- h - rr�` a z ' M2.1 HVAC PLAN CREW BUILDING BUILDING OCCUPANCY.• TYPE ' 1' 18678 SW Banes Fern/Rd. 02.05.07 � r _ �.� .._`�- � -�_ � �� _ - ` _ w.. � ,,, Loren Dem,P.E.:loren.demmunroassac.net OCCUPANT LOAD PER TABLE f i 9,2:95 M2.2 HVAC PLAN OFFICE BUILDING 02.05.07 1 %Tualatin,Oregon 97062 (,°�no Pa MULTIPURPOSE ROOM AREA ? 744 SF i F ° r, ® Ct Z �j� van T PLO PLUMBING LEGEND AND COVER SHEET 02.05.07 PL2.1d WASTE$�VENT DEMO PLAN DEMOLITION 02.05.07 OCCUPANCY:A-3 C _ •CONSTRUCTION TYPE: V-N-F .Y SPRJNKLERED ; ,. or TIGAIID- part PL2.1 WASTE&VENT PLAN OFFICE BUILDING 02,05.07 ;_ ' " Anpro�ed...........* �w�••••»•.- ()• 02.05.07 OCCUPANT LOAD(PER TABLE I 9.2):250 r sit Edger' .._ St PL3.1d WATER GAS DEMO PLAN CREW BUILDING 4 CanditionallyApprova .......- •• PL 3.1 WATER&GAS PLAN , f ELECTRICAL: Q2:Q5.tlfi i �� -� � � FIELD OPERATIONS BUILDING: :Follc►w�...#�.r. .. , r ,�,s► �" + mss....,,. S Reyes Engineering,Inc. Fred Hartley:hartley@reyeseng.com FP1.0 FIRE PROTECTION AND SLOPING 02.05.07 _ I v,. `t"lfJ ` Cur �f`a�t� " �► y ,,7° C� 0_iir 6126 SE Duke St, OFFICE AREA:+/- 9,680 SF � , . �s , i$ Permitdumbet" CGCUPANCY. B � � •`r • Portland,Oregon 97206 CONSTRUCTION TYPE: V-N-FULLY SPRI cps 'FD ` ►� '` !°� Pa .ti a + Telephone(503)771 OCCUPANT LOAD(PER TABLE 9004.9.2):5? y ; s V �, Fax (503)772-2496 '" I CINIT Y MAP („I ( } OTHER(NO WORK IN THESE AREAS): s.w 1„�„ BUILDING OCCUPANCY.' NOT TO SCALE •fir- k STRUCTURAL: TYPE S-3{GARAGE) 1 ! Ian Dean CONSTRUCTION TYPE: Y N-FULLY SPRJNKLERED �n�Y Type 7 N shk Edward Dean,ed d�n�shkian.com OCCUPANT LOAD(PER TABLE 9004.9.2):26 Occupancy Load Z4? B ® 425 SW Stark Street,2nd Fir. 8777 SW BUR STREET Construction Type �? Portland,Oregon 97204 TYPE H-4(FLEET SERVICE) Rated Corr idor CONSTRUCTION TYPE: V N-FULLY SPRINKLERED ?: ti, ,: >E En rgy Code EaS Telephone(503)274-1843 :, OCCUPANT LOAD(PER TABLE 9004.9.2):22 "; x ,r Accessibility Fax(503)273-5696 rr PROJECT NAME ak . ; TOTAL BUILDING FLOOR AREA +/- 97 283 SF - � � ,fie �- t. AREA OF WORK: 10,144 SF . --,..z ICE CO COPY I •TWO EGRESS PATHS PROVIDED 34'WIDE EACH : z :': I x`44` , - �s . 3, �.�.�� , Iv. EMERGENCY SYSTEM STANDARDS: " fi R ,R ' t '" �+ s. xs� t � �, S",#"' S€ ;� *'fig bb '44.-4--.....„ ,A. BUILDING IS FULLY SPRJNKLERED �r'4.-44'..1,:-- - F r�' .z-,...,...,:w . '"-� r �x �=.,�,#�.' � � � - �R. B. BUILDING IS FULLY SMOKE DETECTED. _ � k r .` ' F ` C. BUILDING IS EQUIPPED wires A VISUAL STROBE SYSTEM. , . .r"4 �;�Si a u� a"�` �" €. �, �` t -� ,�,�F "�`.: ° � � . . : x _ h REVISION V. ADA ACCESSIBILITY: -, f --:-.2,,,,,,,,,,,..;,.„4. , 5 k , :.. N -. I DATE: 02.05.07 A. THE BUILDING IS ACCESSIBLE. x Vi. SPECIALTIES ...' � f �r� I CHECK: PB- '''.1- - ..,;-,--...4 ..'..114,1*- '`9-', ..k.4,..-.1.---,f?, x'� ,. - . k r t.-.-',-,=,-;7?-- "i A. FIRE EXTINGUISHER REQUIREMENTS:SURVEY EXISTING OCNDIT IONS w 4 G" �� a - P CD T 07) !F ENTIRE FLOOR THAT PROJECT OCCURS,AND PROVIDE NOT LESS I DRAWN BY. THAN ONE APPROVED FIRE EXTINGUISHER WITH RATING OF NOT LESS - *_: ` ; - , V. ` x - , THAN 2A 9OB/C FOR EACH 9,500 S.F. OF FLOORAREAi OR FRACTION l r f X - s THEREOF. TRAVEL DISTANCE TO AN EXTINGUISHER FROM ANY PORTION `.:-t �. t A PROJECT: 206262 OF THE BUILDING SHALL NOT EXCEED 75 FEET. PROVIDE FIRE { -. ,' .., �. - i EXTINGUISHER IN ACCORDANCE WITH CURRENT CODES.PROVIDE NEW ~ f; �` FIRE EXTINGUISHER AT ALL EXISTING CABINETS WHERE MISSING.ALL ' . ._-' R INSPECTED AN OR . x � �4 ` FUSED EXISTING FIRE EXTINGUISHERS ARE TO BE INSPEC _. ,. r 3 RECHARGED AS NECESSARY JUST PRIOR TO SUBSTANTIAL :' � � ' �:: COMPLETION. N AI C S BUILDING LOCATION NOT TO SCALE PROJECT NORTH C ® 1 ® 2 3 4 copyright©2005 ttzs Architects'Inc. — --- ------ _ _ — -_,.- PROPERTY LINE . ..... ..... \/ v-a L'44 11111/1■ lir e, .... ....-...-....- e••■•• ■•••• MIII■oww........ 01••• NUNS ,:14,, ,4,1)t, .4,40. .0, /1)__,,, • . _ ___, ..____ 4....+ .■■•■1 1.■.■4 ......1 qt. \ wire OF 00. -- 7 (1) E _____ . R S , ,.1 ] E I W 11 ,,,---10---411 pv ' i , (25) ,1 (AC) \ i 7-..„--eir, A i , -r.-elAlll dry 114 n 1!: \ r) IT Li e----1 r-----, r---i Mr. Fr A ar, / ...., AV E ".'571—"Hir-411 (43) 1 7 . 2, AREA OF WORK \ \ \ h.... ...,. tb \ •■■■•■lt1111 E Illare, 1 rApPAr Ar, E LEGEND \ r) liri, (10) \ 11 Atimi AlArl "'Amami , I r A AREA OF WORK V '' .1 ... ..... ...... _ EXIT EGRESS PATH __ 1 1 F -0- [ -ii Ei E ..44,ANIN 1 B OCCUPANCY GROUP \ 112 1 SW Salmon Suite 100 t ' r----. (XX) OCCUPANT LOAD PER SECTION 1004 \ Portland, OR 97205 Tel. 503.221.1121 ..... 0 - ....■....4■0 / Fax. 503.221.2077 SERVICE&BAYS GARAGE CREW AREA I /// 1 0 EXIT SIGN W/INTEGRATED DIRECTIONAL ARROW I-1-4 OCCUPANCY S-3 OCCUPANCY B OCCUPANCY II (2) Al A WHERE OCCURS AT ALL EXITS,EVERY 100'IN CORRIDORS,AND IN SPACES WHERE 2 MOE ARE \ (22) (26) (51) I ,c REQUIRED PER SECTION 1011. SEE ELECTRICAL EXISTING rr, DRAWINGS. (W/POCHE INDICATING"Dar TEXT SIDE GAS PUMPS (6) I 1 (6) OF SIGN.) SIGNS SHOWN IN CORRIDORS ARE CEILING EASTING SIDEWALK 0 / ilf HUNG. SIGNS SHOWN ON WALL ARE WALL HUNG. tt,„I . ,,,...1,71,11_--Azig0-Ai I _ //1 E —Po. REQUIRED oar AND EXIT EGRESS DIRECTION 'Err 1 ...... .7. ..11 ....,..J li Art.. drAppr Aor M A EXISTING CURB ----- A 11111111 E Nor. Ativ AK 67 ■■■•■■, ......,..*■•■ -1 A Artal AREA OF DISCHARGE Mill P-41 37 1 revcW rr . A / ■ a! I /It L... Fier:/4; Vai 441 1 AREA OF WORK A. l, 40, A ...: __i„,, .A..jl ,,.........,, Fr, ot--- !ill r • I Wily A' CONSULTANTS OFFICE BUILDING - B OCCUPANCY .!.•.. .. ... NEW SIDEWALK ..... ,. ..... AlAi ' • _AA20:4■Ago, fly Aro , creilmoil! . i 0 M m , r rannimm,erai . L 0,, Aa. ,.._Ad P "(27 EMERGENCY Th ) abl- ea 0 a POINT E I r A irr■ Aiir 4 4 kz W . EMERGENCY ASSEMBLY EXISTING SIDEWALK COMPLIANT,SEE DOOR e cx 0 Dimm..... .....................rt. .! ..,„„ N.. %., -NI ,, -*- im o ••. , Q - co cs 101.1 POINT SCHEDULE CL ...1 . - a 0 Ca (101) t t 17 1 Ual P% EXISTING SIDEWALK 6, L.. A-- . A i pm 0 1 CC r— et..4A. ..... B MIIII E A EXISTING PARKING EXISTING RAMP id N ......., i , , , . MULTIPURPOSE ROOM PROJECT NAME A-3 CONCENTRATED OCCUPANCY (250) I c . V / 1 I /V es—Th e 0 1 . , REVISION / .. ' I DATE: 02.05.07 PROPERTY LINE ■ i .0' DRAWN CHECK: PB ' ...■ I BY: CD I ...- ........---.• -*I' — . PROJECT: 206262 ..... , voN00 ••••• "----- , .NNO •••■• OIMIMMWONNONOWNIN■ - *WINO ■■■••■•■•■•■■■ 41.1.• •MMINO ONIW. WM/N/VM/N ... MM.-alialai-, •NNIMIO .INIMP aNNNIMI • •IIIII• OWN. ••■■••..• 4•1■ MM. •Nelli •IIMO N.NIIN •MINI■ S.W. BURNHAM STREET N SITE LOCATION AND EGRESS PLAN 110 AON I SCALE: 1/16"=l'-0" C 1 2 3 4 Copyright 0 2005 LRS Architects,Inc. ct,ttD A,R02„. . • $P *;'AUL L :•. '-.f i-CV. +M PHASING SCOPE: ' , 1.w GENERAL NOTES: d1" OF ()% 14 ;3 0 1. OWNER WILL ALTERNATE OCCUPANCY OF BUILDING THROUGHOUT CONSTRUCTION,AS WELL AS OCCUPY SURROUNDING PARKING AND FLEET AREAS THROUGHOUT R S zi, ____ ....___ 0 PROJECT DURATION. ..1} 2.AREAS UNDER CONSTRUCTION CAN BE USED FOR STORAGE OF CONSTRUCTION MATERIALS UNTIL NEEDED IN OTHER AREAS. c) II GENERATOR ' AREA(A) OWNER OCCUPIES AREAS B 0 AA 1.COMPLETE DEMO AND BUILD-OUT AS SHOWN IN ALL DRAWINGS r+Y'� ��' R AND SPECIFICATIONS. cb 4if c. � , I I BAY ; � . AREA(B} I ,. - OWNER O: :OA:::ILDOUT CUP „'�/► �E ,Ai - "'�E `►- 1. AS SHOWN IN ALL DRAWINGS � 1121 SW Salmon t,4 rp .—. N WHEN AREA(A)IS COMPLETE. Suite 100 Ax � �r�► 1 'I�' ►6 I! Portland, OR 97205 �• � I) ' ;a.;.� S r AREA A .� 503.221.2077,....„ 1 P„,,,,,,,,,, AI'41tAillhhhh.”' .1041111''-'42'lliv(z)./4-41"11,1-..---1,-41 Ell FE A-02 -Niiiiiiir„ , ,,,,, I A C) 0 (11)mz C) / f 17”-19" - I �. E h 1 OF, —_-.—,� J p Z = Z to CONSULTANTS E2 0. , . , c) 6"MAX ,�/ / 8"MIN__,I,. :if =�% 1 f AL__.,1 DRINKING FOUNTAIN roll I C) lirr r4) I Ir Agi iri Alr4 A Ai......., 10 VW r I, '11 cl, I WALL MOUNTED y ,0:E 1'141 min .. Jr IF MINT E LAVATORY or LAV Q Q Z Ara � �_� /� � IN COUNTER ! � O! Air mi I 8 MIN KNEE t irfrriP, of. Z ti Z �, i g W O �•.�L , CLEARANCE rn g Q, . E r �y r2 N 44 0 AOP LIU 44144 a Z wit v I, .��. :r_ �► �- �.��.��—� INSULATE (D 0 a C� , 6"MAX TOECLR ` ` � �' EHOT WATER �► O LAVATORY Z ' IFAIIT/1 i. Ci Q r,� AREA : r1i Q LIJ 01•3 pi. 1... z 0 14". OL lir,l �� ; �� II � TOWEL DPENSER. ! 1, --- l RECEPTACLE 1 II 1 !b, r �'�► �, MIRROR COAT&UTILITY,1# B ill —. 1'1 , , .: HOOK ir ,, E Vii •„ �41 , ......_ _ Allri 4 i '' 411■_.....,4 LC,L . q., Ne ,. , II ...,_. , Ai 1 �� '� P ;: = 0 > w PROJECT NAME ,r �1 •� V Q f.:1 p i 00 0 2 ....I Ce r 'I, , I ...:- A. Al. i. A. i .4., ipiPlipP .7. 1- R 41 1 .. ,,,,,,,, -0, 41•00Nr --...v. et - 40., '0'04 _A Atiti I /Or A AfAilli I v40., II , ,, . ,4140.,4, A 104P, ,..‘ �i ..- ” 1 , � �„ a,� �,, TOILET ROOM ill'il I 1 '� ,:ak x } - ss ;g +,C r` r } . x" " ..�. 3.� :..a •ii+ I 1 I I � 0 I REVISION I —1 [-1 — I SANITARY NAPKIN I DATE: 02.05.07 � AREA B DISPOSAL C TOILET PAPER " DISPENSER 36 I CHECK: PB I , Al GRAB BAR I I! , TOILET SEAT I DRAWN BY:: CD 4 CO m H "C 3' ,A COVER 3.-Q" 6" f! � g � 12" 3 ' DISPENSER l IRIci -1-0 v o PROJECT 206262 Ir 4 11 0 ‹ IIII W-1,,C ) = --sr(-4' I• --sr‹....1 to / — — — _ N , 0 — 2 c., 12"MAX 18"a, 0 0 0 0 C 5 0 101 ACCESSIBLE TOILET D2. PHASING PLAN M OD D4. STANDARD MOUNTING HEIGHTS A0. 2 SCALE: N.T.S. SCALE: N.T.S. C _ 1 2 _ 3 ONOi 4 Copyright 0 2005[RS Architects,Inc. , ■ DAR Y • a ,- ,, -AU I. • NDY ow c,z4„34 . , �/r :IP 41 ri) •.-- .,,,, ,SUSPENDED CEILINGS FOR NEV CONSTRUCTIONS GENERAL NOTES. ( � CP 178 PART CEILINGS FOR NEW CONSTRUCTIONS OF 00 ART l. SUSPENDED GS O C PRESCRIPTIVE DESIGN R S z., For buildings that are classified as either Category I or II buildings by Table 1604.5 in the International Building Code(IBC),suspended ceilings that comply with the following prescriptive design standards without an engineer or architect approved design may be allowed with approval of the jursdiction having authority.These prescriptive D. Seismic Design Requirements. '-i design satandards are based on the City of Portland,Oregon Code Guide dated February 1,2006. 1.General. 9.Wire attachment. n A. Permit Application a.Closure angle. Wire attachment devices shall be attached to the structure and support a design The permit application for a suspended ceiling to be installed to this prescriptive standard shall include three copies The perimeter supporting closure angle horizontal leg shall be not less than 2 inches. tension load of at least 200 pounds of pull out.Powder-driven pins shall not be allowed ts." of manufacturer's data or ICC-ES Evaluation Reports identifying that the system is a heavy duty system conforming The closure angle supporting the grid wall attachments as noted in b below shall be as acceptable attachment devices in concrete construction based on the prohibition of to the requirements of ASTM C635-00;provide a schedule of fixtures and other ceiling supported equipment, anchored to the perimeter walls by at least one#6 screw directly attached to the wall their use by ASCE 9.6.1.6.5.The following table is provided to give guidance for devices and components and their weights;identify all connection devices and their loading capabilities. framing at not more than 24 inches on-center or by a means approved by BDS staff. alternates to powder driven pins: [SEE B2 ON FOLLOWING SHEET] Construction Type Fastener '." B. General b.Grid attachment. Wood 1/4"x 3"screw eyes ` One end of the grid shall be attached to the closure angle at each of two adjacent walls. Steel deck Pre-drop wires,CMI DC1 or DC cb 1.Ceiling system classification The grid shall be attached by screws,rivets or other approved fasteners.The opposite 2 1/4"metal deck screw eyes All buildings meeting this prescriptive design must be in seismic design category D or less.As such,all suspended end of the grid in each horizontal direction shall rest upon the closure angle such that there Post tension concrete Pre-drop wires,embeds,1/4 x c� ceiling systems that are installed using the provisions of this guide shall be classified as"heavy-duty"ceiling systems is 3/4 inch clearance between the end of the gild and the wall and the grid is free to slide 3/4"metal hit anchors as defined by ASTM C 635-00. on the closure angle.[SEE B1,B2,A2 ON FOLLOWING SHEET] Poured in place concrete Pre-drop wires,embeds, 1/4 x 3/4"metal hit anchors 2.Limitations and allowances 2.Lateral Bracing Requirements. c,, Lateral bracing shall be provided for suspended ceilings as follows: h.Stabilizing members. a.General. Members perpendicular to the wall at the unattached sides of the grid shall be tied 1121 SW Salmon 1)Use of this guide is limited to buildings with a seismic importance actor(1 )of 1.00 as determined by Table a.Ceiling height allowance. together(stabilized)to prevent their spreading.Members shall be tied together at a point Suite 100 1604.5 in the(IBC).Suspended ceiling systems installed in buildings with a seismic importance factor exceeding Ceilings with a maximum of 12 inches between the grid and structural support do not require not more than 8 inches from and parallel to the wall.[SEE B1,A2 ON FOLLOWING SHEET] Portland, OR 97205 1.00 must be engineered.For engineered designs see Part II of this guide. lateral bracing or compression struts. b.Ceiling area bracing. I.Ceiling mounted light fixtures,egress lights,speakers,air terminals and mechanical Tel. 503.221.1121 2)Ceilings greater than 144 square feet in area with a length to width ratio of 16:1 or greater between ceiling 1)Ceiling areas less than 144 square feet.Ceiling areas 144 square feet or less in services.[SEE C2 ON FOLLOWING SHEET]. Fax. 503.221.2077 breaks or expansion joints may not use the prescriptive bracing standards specified in this guide.Such systems area which are surrounded by walls or soffits which connect directly to the structure Lighting fixtures,egress lighting,speakers,air terminals or mechanical services weighing up to n shall be engineered.For engineered designs see Part II of this guide. above do not require additional lateral bracing. 56 pounds and directly supported by the ceiling grid system shall be positively attached to the ceiling system.Attachment shall be made with a minimum of 4 approved fasteners located within 3)Specialty ceilings.Specialty ceilings,must be installed using an engineered design and may not use the 2)Ceiling areas greater than 144 square feet 3 inches of the grid intersections to suspension main runners,or to cross runners with the same provisions of this guide.Specialty ceilings include but are not limited to those: a)Ceilings in excess of 144 square feet in area shall be provided with diagonal carrying capacity as the main runners.In addition to the above grid connection fixtures weighing a)Incorporating arched ceilings,curved or curvilinear ceilings or sloped ceilings;or bracing(splay)wires.Bracing wires shall consist of four 0.080 inch(12 gauge) 20 pounds but not more than 56 pounds,shall have two 0.080 inch(12 gauge A.W.G)hangers A.W.G.wires connected within 2 inches of an intersection of a main runner with connected from the fixture to the ceiling system hangers or to the structure above.These wires b)Having no direct connection to the surrounding walls,such as"free floating"or"cloud"ceiling elements. a cross runner,and splayed 90 degrees from each other at an angle not exceeding may be slack.Fixtures weighing less than 20 pounds do not require slack wires.[SEE C4 ON FOLLOWING 45 degrees from the plane of the ceiling.[SEE B1,C1 ON FOLLOWING SHEET] SHEET].Fixtures weighing more than 56 pounds shall be supported independently from the grid 4)Suspended ceilings without panels.Suspended ceilings where no ceiling panels are installed may use the system directly from the structure above by approved hangers. provisions of this guide provided all of the provisions of the guide are incorporated into the design induding, (1)Wires are required within 6 feet of any wall and at 12 feet on- A but not limited to the requirements for center in each direction. j.Ceiling penetrations. a)Heavy duty grid; (2)Where ceilings are 12 feet or less in width,two rows of bracing wires shall Sprinkler heads or other similar ceiling penetrations shall be provided with at least one inch of b)Splay wires; be provided.Wires shall be located off-center(less than 6 feet from any wall) clearance in all directions surrounding the sprinkler head or extension.The opening shall allow for c)Lateral bracing;and and shall be staggered in such a manner that the wires are not directly across at least 1 inch of lateral movement by the ceiling,in any horizontal direction,without causing damage d)Compression struts. from one another.Wires may be located up to 12 feet apart. to the sprinkler head or extension.Where either of the following alternates is used,the opening surrounding Otherwise,such systems shall be engineered. the penetration may be reduced to 114 inch. b)Splay wire alternate.As an alternate to the diagonal splay wires specified above, 1)Where rigid braces as described in Ceiling area bracing,splay wire alternate above(I D 2 b 2)b)) 5)Suspended ceiling support.Each individual ceiling module must be rigidly supported on two adjacent sides by ceilings may use rigid braces.Braces shall be attached to the grid and to the structure are used or, walls,partitions or soffits.Ceiling designs not meeting this requirement fall out of the scope of this guide and above in a manner to limit lateral deflections at the point of attachment to the ceiling to must be engineered. less than 1/4 inch for the lateral loads expected for the system. 2)If the sprinkler head or other penetration is provided with a listed flexible connector capable of accommodating 1 inch of ceiling movement in all horizontal directions without harming the sprinkler MEI CONSULTANTS 6)Weight limitation.Suspended ceilings installed according to this prescriptive design shall not exceed 4 pounds c.Perimeter wires. head or other protrusion.[SEE C3 ON FOLLOWING SHEET]. per square foot.This weight limitation includes the weight of the grid,panels and any building components or All perimeter wires shall conform to the requirements in Section C,General Installation Requirements, elements including but not limited to light fixtures,mechanical services,electrical or communication or control of this guide.In addition,all runners(mains or cross tees)shall be independently supported at the k.Cable trays,electrical conduit,communication cable and other similar wiring or cables or insulation. perimeter within 8 inches of the wall or ceiling discontinuity.The wall angle or closure strip shall not installations shall be supported independently from the ceiling. be used for this purpose.Perimeter wires may be attached to perimeter walls instead of the structure CO CO b.interstitial space. above provide the wires are positively attached to the wall by using a mechanical fastener such as 3. Special Inspection. �..�, The provisions of this guide apply to suspended ceiling systems that have an interstitial space of 15 feet or less between a drywall screw.The perimeter wire shall be attached to the wall at a slope of not more than Umil the suspended ceiling and the supporting structure. Special inspections will not be required for suspended ceiling systems installed in compliance with Pe g PP g 1 horizontal:6 vertical.[SEE B1,B2,A2 ON FOLLOWING SHEET] all of the prescriptive standards specified in this guide. Q_ Z lial■ c.Grid systems. d.Compression struts SEE Cl ON FOLLOWING SHEET] (D 0 Suspended ceilings installed to this prescriptive design may use standard grid module systems that are not more than P A strut shall be provided at 12 feet on-center maximum,which shall be fastened to the main PART Il. SUSPENDED CEILINGS - ENGINEERED DESIGN �`'" l'- j 5 feet in any direction. ) P W J Z Y runner and shall be extended and fastened to the structure.The structure attachment shall be no capable of supporting the dead load of the compression strut.A strut which encapsulates a V", N is.A I d.Ceiling panels. hanger wire that is attached to the main runner and the structure above need not be separately A. General. 0 0 h„ LIU 1)Suspended ceilings installed to this prescriptive design may use either standard acoustical lay-in ceiling panels, attached to the runner or the structure above. " " O� tegular or kerfed ceiling panels. An engineered design for a suspended ceiling shall be designed and certified by an architect or � engineer,registered in the State where the project occurs.Engineered systems shall include support k z 2)Specialty ceiling panels such as metal or wood or similar panels may also be used provided the panels: 2)Based on the maximum spacing of 12 feet on-center in each direction,the following strut of lighting,mechanical systems or partitions. Z (lel a)Weigh less than 2.75 pounds per square foot;and may g' �,,,� sizes and corresponding maximum lengths ay be used: Q Pps Z b)Are retained in the grid by clips or other mechanical fastening devices designed to prevent the panels Max.Length i Mr ""'", B. Permit Application. 'Z to, J V) _ from dislodging in a seismic event. pp � � 112"diameter conduit(EMT) 5-10" The permit application for a suspended ceiling to be installed according to an engineered design m 0 IX es "ell e.Installation of partitions. shall include three copies of certified drawings and specifications,and one copy of calculations, W Z Ceilings installed according to this guide shall not support partitions.Partitions may be attached to the grid for cosmetic 3/4"diameter conduit(EMT) 7'-8" prepared by an architect or engineer registered in the State of Oregon.The submittal shall show A Q m �w purposes provided: that the ceiling system's capacity to resist vertical loads and seismic loads in compliance with ei J (I) Cs) 1)The partition is supported independently such that the connection between the partition and the ceiling grid does 1"diameter conduit EMT 9'-9" applicable code chapters and standards;shall identify whether the suspension is light,intermediate, QIcl) 'C'a ,,: cj:„,,I P, .not impose any additional loads on the ceiling grid system;and ( ) or heavy duty;and shall identify all connection devices and their allowable capacities.The submittal vY �Y fY P 2)The connection of the partition to the grid does not cause the grid to deflect or rotate more than allowed by other Single 1625125-33 metal stud 12'-0” shall include appropriate substantiating data,manufacturer's data and ICC-ES Evaluation Reports. Ct N. provisions of this guide. 1-5/8"x 20 gauge) t.. ( gg ) QuJ1.. avoa PART M. UPGRADING OF EXISTING CEILINGS CI 1"., oo Z ' '11 C. General Installation Requirements [SEE Cl ON FOLLOWING SHEET] Back to Back 162S125-33 metal studs 15'-0" _ 1.Hanger requirements. (1-5/8"x 20 gauge) Q A. Ceilings without Seismic Bracing. Q. Q rapt . — a.Hangers shall be located and sized as noted below.All hangers shall be Single 250S125-33 metal stud 13'-6" of soft annealed mild steel wire. (2-1/2" 20 gauge)2 x Where existing ceilings are without seismic bracing,the ceiling system shall be brought into substantial g B compliance with current code requirements(including compression struts at the center of the splayed bly # Cn Hanger location Minimum Diameter American Back to Back 250S125-33 metal studs wires,attachment of slack wires from light fixtures and air terminals to the structure,etc.)when a Cl) Z " " substantial amount(50%or more)of the ceiling tile is removed,altered or repaired as art of (measured in both (in inches) Wire Gauge (2-1/2 x 20 gauge) 15-0 ( ) g part directions) number a general space alteration,or if all the ceiling is removed for washing,painting or replacement.This 4feet on-center 0.080 12 Where utilizing a strut that is not indicated on the table above,the strut shall be capable of resisting the requirement does not trigger the need for a dosure angle as required above in part I D 1 of this guide. 5feet on-center 0.102 10 vertical component of 180 pounds induced by the wires. These upgrades are not required when: PROJECT NAME 1.Removing portions of tiles or panels and/or grid to alter ductwork,sprinkler pipe,etc. e.Seismic separation joints required.[SEE B3 ON FOLLOWING SHEET] 2.Lateral bracing and fixture attachment will not be required when portions of a ceiling 1)b.Hangers shall be attached to ceiling suspension members and to supports 1 General. are removed only to facilitate the installation of sprinkler piping. above with a minimum of three full turns within a 3 inch length. Ceilings with an area greater than 2,500 square feet shall be provided with seismic separation joints. Separation joints shall divide the ceiling area into areas less than 2,500 square feet and shall allow B. Ceilings without Compression Struts. 1)Hangers shall not press against pipes or ducts.Where hangers are for a minimum of 2 inches of lateral movement of the ceiling providing 1 inch of movement for the Where existing ceilings have seismic bracing but do not have compression struts at the center of the I sloped they shall comply with the following: portions of ceiling located on either side of the separation joint.Each 2,500 square foot ceiling area splayed wires,the addition of compression struts will only be required when and where the grid is replaced, I eY P Y g� P Y q g a)Wires more than one in six out of plumb shall have countersloping wires added. shall have its grid attached to a closure angle or other approved device on two adjacent sides as altered,raised or lowered. b)Countersloping hangers shall be installed with a minimum 45 degree angle from the horizontal. required in section D 1 above. 2)A trapeze or equivalent shall be used where obstructions prevent direct attachment to the structure. The diagrams included with this guide are intended to help clarify for the user some of the requirements Trapeze suspensions shall be level to within 1/4 inch in 10 feet and shall be a minimum of bad(to back 2)Alternate. specified in the guide.These diagrams are not design or construction documents and are intended only 1-1/4 inch cold rolled channels when spans exceed 48 inches. In lieu of seismic separation joints,the ceiling may be divided into areas less than 2,500 square to illustrate some of the technical aspects of the guide. feet by the use of partitions or soffits as described below.[SEE A3 ON FOLLOWING SHEET] REVISION 2.Hanger attachments. Hanger attachment devices shall be capable of carrying either 200 pounds or 3 times the ceiling design load as a)Partitions. ( DATE: 02.05.07 shown by the manufacturer's data or ICC-ES report,whichever is greater. Where used,partitions shall extend a minimum of 6 inches above the level of the plane of the grid and shall be independently braced to the structure above. 3.Carrying channels. Carrying channels and main runners shall be level to within 1/4 inch in 10 feet.Leveling shall be performed with hangers taut. b)Soffits. I CHECK PB Kinks or bends shall not be used to level channels or main runners.Wire loops shall be tightly formed to prevent any vertical Where used,soffits shall extend to a point at least level with the plane of the grid and shall CD movement. be independently supported and braced to the structure above. ( DRAWN BY: 4.Deflection limitations. f.Spacing of bracing members. PROJECT: 206262 Deflection from the installation of lighting fixtures or other equipment shall be limited to 1/360 times the span between hangers. Lateral force bracing members shall be spaced a minimum of 6 inches from all Where the fixture or equipment causes a deflection in excess of 1/360 times the span between hangers,the fixture or equipment horizontal piping or duct work that is not provided with horizontal bracing restraints. shall be independently supported as indicated in Section D.2 j.A ceiling fixture installation shall not cause the runners to rotate more than two degrees from the horizontal. AO. 3 C 1 2 3 4 MI Copyright @ 2005 SRS Architects,Inc. ctViD ARc, „ ._•„„ tc.,.. . . . ,or ,c,... '-'b • m rip,, , ri) 4 et•le4 r,f4 - a •• . III I ( , rt • 4.,§S ANGER WIRE WITHIN 81'OF IA, c OF a'' WALL .- - 0, V HANGWIRE AT @ 4'-0" • 1 oe% •0 .6 0.7 0.C. MAX. _-----" • • • ••4 • •4 1-1/2"16 GA U-CHANNEL t::- 0 00°0 8"MAX I 4 . ° BRIDGING @,4'-0"0.C. ' 01111 'TYPICAL 4' CROSS TEES ''. 0 04:ri 07 1,,,, ,„..•00 0 00,1 0 4 e°j0i, 2' ON CENTER 0 _. (1 --'.: ck. • -.:,,,,,. *%%N%**...,,,,,,..„ ■ (.1 .... 40 ■ , 00°' C .' ,40°.- 41 % . -■ 'TYPICAL 4' CROSS TEES 2' 2" • tt ON CENTER •4 CEILING JOISTS AS FOLLOWS: 4 21 SW Salmon t■e)"( 13'-0" JOIST 362S137-33 @ 24"0.C. ,•••• • Suite WO Portland, OR MO5 ...,. /•"`"' -% STABILIZER BAR REQUIRED • . .4. 171-4" 362S137-33 @ 12"0.C. '`., ,, ..." Tel. 503.221.1121 ONLY AT UNATTACHED SIDE If 191-7" 400S162-33 @ 12"O.C. Fax. 503.221.2077 , HANGER WIRE WITHIN 8"OF ''''*.N. ..1....,, .' aill WALL 5/8"GYP.BD.SCREWED TO APPROVED 'TYPICAL 4' CROSS TEES 2' JOIST BOTTOM FLANGE 1/4" FASTNER ON CENTER MIN.PENETRATION Al. PERIMETER WIRES & STABILIZER BAR AZ ATTACHED END OF GRID A3. TYP. FRAMED GYP. BD. CEILING SYSTEM SCALE: NTS SCALE: 3"=11 ,-0" SCALE: N.T.S. A 8"MAX 7 WALL ANGLE 4,,%,. Ifil 2"WALL ANGLE k SCREW 411166 .Vim, ATTACHED •00 - C CONSULTANTS ..._ Tr APPROVED IIIigME ..101110 WI FASTENER ,%■,, k'‘■ - SEISMIC SEPARATION JOINT LIU i,-,--.. PER MANUFACTURER 0 MI .... 0 , C , 41°' 4k1 Z I:1 w il ill Lu I 0 = (..5 C • ..ft • Ca Pia 0 f pi 0 < ri• ..,c- 041/4i . 1 8"MAX (X 11•1 Pi Z Z 1-- ' I.- OP • gil 4111111 Po- A 2ft WALL ANGLE . Et C4 "4"m el% 0 0 1.4., Nt. osiol ■••■ < *4,t tit .. ..■■■••■■ ..... , i II z 0 °' • 1":": ..., ....... .oe' 8"MAX L1J .--,„. , 41104b. ,,••0' STABILIZER BAR o o 1 o ' , o o o • ° 24— 2 Co 0 fq (,) ct '04t 0 010 14 UNATTACHED • (I. ‘*440Kri liel 40 3/4" 3/4" .4 IS% 14444s% 41, 2" 03 0 CC 2" ill .. tz c)h‘ , ... % 4 It 1114 Ca CI' C/ 11*"1 % i . Ill CZ IIIMft. Cil) cx cx t... 1171; 4141114 - 144 loft% #rilatt Ull 1**4 IN% 1... alia vio Fie,. co 0 I Alk 1-14. BI. TYPICAL CEILING GRID LAYOUT B2. UNATTACHED END OF GRID B3. SEISMIC SEPARATION JOINT SCALE: NTS SCALE: 3"=V-0" SCALE: 3"=1'-0" k Cl) ....4 B ea SEPARATE SUPPORT PIPES, ::. 1 12'-0"OC EACH WAY /CONDUITS ETC,SECURE ALL HANGERS TO BUILDING ' 4441SLACK WIRES PROJECT NAME :. #12 WIRE @ 4'-0"OC #12 WIRE @ 4'-0"OC STRUCTURE.TRAPEZE 6'-0"MAX OR#10 WIRE©5'-0"OC /OR#10 WIRE @ 6-0"OC/ROUND DUCTWORK AND 'Y / ...,- -- HANGER WIRES . 8"WU( OTHER LARGE LACK WIRES .pt... ... .. .. ..i . . DESTRUCTIONS. t,a ,••■,t., t..._'.■,i.. .._ .'■.,_ .',, ::,,71 0, .;^P,i:./.0."7:#,■:::,: 7,:,':,'",k,7%,. ‘;.t.'.: . , . , .. ,..., ,.ii,,,, ..I% i.s..0. :. O. ..: L as. tt, ,:. t■ ,,, t. 1.0%,.0., .1s,4:.0%...t.,4,.0%. ,..I■, ..ts, ..O.,1.6%,.1 ANGER WIRES I IIGH-HAT LIGHT FIXTURE .. ..*).-• .-'''',.:' ''..; ''A, v 4;.0 .1.•P ibiliA6.6titkieriliti•; .''.1. 1..3 v i'l.0 ...;P P .7:1 t.v..•P.v.•; '.•; ''it• Q "'"?t tk)421,& 4* -.1*ttt IGHT FIXTURE / LIGHT FIXTURE SUPPORT . „,.4 . '6'. ''4 -;-. / • i , _., ) ....' 4 0 ..... • 0 ', .. .20.. Ay rail : . 11 1 1 1 1 REVISION •.I, k b. , Pk 1 \1 ki. Al& \A iilil IPPIII' . . imumewelrema,mammosomussarrpr■ DATE: 02.05.07 -!:. ,. ,..e. ,'" SECURE ALL HANGERS TO tk. Alik / ':-Z-.: , BLDG. STRUCTURE. '444,),,,, EXPOSED TEE GRID SYSTEM - CHECK PB . /LAFTERAL BRACING @ 12'-0"O. TRAPEZE AROUND DUCTS ‘1411 "" ' klz/:(4,,t. - 0 I --"'*-I C.EACH WAY,MAINRUNNER AND OTHER LARGE ,e„,_„, '' 11.0 =,........ . ..) DRAWIV BY: CD .. TO STRUCTURE.BEGIG OBSTRUCTIONS. --°tI,i N 00,040,' -, ... o —3 -- o - . fl. 15:47==0,-- ---- oft. = = = ... =i_9_ ,., 3, -I= o 1 I - BRACING WITHIN 6.-0"OF . §%t„ 0, '\., • e PERIMETER AND 2"FROM k'44.,-,- ,01 s,„-„, tot .441.41.-7 ,t_ I- PROJECT: 206262 ,:. CROSS MEMBER -•*° ---- ,,11" "e''''' ' '-'k''44'''''' COUNTERSLOPE HANGERS IF ''* '''' ADDITIONAL HANGERS AT ALL MORE THAN 1:6 OUT OF -ti ,,0 '''1444 MEMBERS WITHIN 8"OF PLUMB 4k,'4. 'IN 1° %,"?' EXPOSED TEE GRID SYSTEM PERIMETER WITH SUPPORT COMPRESSION STRUT FLEX HEAD SPRINKLER WIRE @ 1:6 SLOPE AT 12'-0"OC EACH WAY. '''''"k4,,,,_ -§k,,,, -,',11"' VECTOR CEILING PANEL STABILIZER BAR BE'TWEEN ''''bk. ALL MEMBERS AT ATTACHED SIDE. Cl. SEISMIC CEILING ASSEMBLY C2. FIXTURE SUPPORT C3. ALTERNATE SPRINKLER PENETRATION C4. LIGHT FIXTURE- LESS THAN 20 POUNDS A 0. 4 SCALE: NTS SCALE: 3/4"=V-0" SCALE: 1 1/2"=1'-0" SCALE: 3"=1'-0" C 1 2 3 4 Copyright 0 2005 LRS Anigleds,Inc. tk. I;kklilio,i10, , C.b , t't 0 9 1 0 6 ,. :s: illy 14 4 0 F /.-` LL T •4,,. r'Pl1 ; t i s DEMO NOTES .,-- c.,* j A 1.REVIEW ALL PLANS AND SPECIFICATIONS PRIOR TO 0 ANY DEMOLITION WORK.NOTIFY ARCHITECT OF OF � I I I I i 1 I I I — — — O C O ANY DISCREPANCIES BETWEEN WORK SHOWN ON PLANS OR e4f-#7 C.„V I IN SPECIFICATIONS AND ACTUAL SITE CONDITIONS R S 1 PRIOR TO DEMOLITION. _ I 2. REMOVE ALL EXISTING COMPUTER,DATA,AND ``i _ 11 - TELEPHONE WIRES.SECURITY SYSTEM TO REMAIN. n 3. OWNER TO SALVAGE ALL PLUMBING FIXTURES AND 11 I I RESTROOM ACCESSORIES,INCLUDING PARTITIONS. I;r. 11 11 _ 4. COORDINATE ALL DEMOLITION W/REQUIREMENTS FOR NEW CONSTRUCTION ON A2.-AND MECHANICAL, VrI1I �� g ELECTRICAL,AND PLUMBING DRAWINGS.Ilir Mr eI ri) ! F� . I - - -.. 1 H 1 0 t. I O� 19 19 ® / ll I - 1 11 ■ _ H >I = 1121 SW Salmon 23 11 \ II 19 `� j KEY NOTES Suite 100 Portland, OR 97205 ,.• =�- 17— Ki:: DEMO FLOOR TILE,BUT LEAVE FULL TILES AT EXISTING Tel. 503.221.1121 AREA TO REMAIN. 1 s C = - _t•�-� [� I I Fax. 503.221.2077 .4 19 0 � -z I _F _,Iy,��Lj I I \ DFI - - - - i --\�� I- —� \ I �- —,� — - I L J ° _ _ - I I O DEMO EXISTING COUNTER,SINKS AND FAUCETS AND c' 1111 \ II !_ 17 STORE FOR RE-USE.SEE FLOOR PLAN A2.0. _ i 1f 10 I _ E t DF '0 ,10G (2-2) ( 0 DEMO COUNTER,SINK, PARTITION WALL AND ri 0 19 1 10 _ 11 FLOORING.CAP LAV PLUMBING. 0 - 15 I I / I,. `� _F -1 /FE ❑ 4 DEMO PLUMBING&CABINETS.CAP PLUMBING NOT TO BE L__,__„ , _ 43_°__:_l � �` - �-�- I REUSED. SEE FLOOR AND PLUMBING PLANS. O DEMO BRICK WALL APPROXIMATELY 4r WIDE AND FULL 'Th A 10 = _ I HEIGHT.LEAVE ONLY FULL BRICK AND HALF BRICK • -' I I WIDTHS FOR EXISTING. _j �+ I - 11 F� KI:: DEMO SINK. LEAVE PLUMBING FOR NEW SINKS. -FE O >8<01-1' D W I - O DEMO POWER POLE&REMOVE WIRES. _ 11 0g REMOVE EXISTING DOORS,LEAVE EXISTING DOOR --......, 0 - FRAMES IN PLACE. PREPARE FRAMES TO RECEIVE NEW STORE FRONT DOORS. REMOVE WATERCLOSET AND PREPARE FOR CONSULTANTS 9 _ 1 � NEW 0 R JANITOR SINK. CI 1 _ 14 r , 0 REMOVE AREA OF WALL AS REQUIRED TO ACCOMMODATE NEW DOORS AND/OR RELITES. 24 = 11 wH I^ 11 DEMO FLOOR FINISH,WOOD BASE TO REMAIN. O p� J �? 12 DEMOLISH CEILING THIS AREA.SEE REFLECTED CEILING 0— I O PLAN AND MECHANICAL DRAWINGS. O r 13 AL D NGS. N - I I 13 DEMO RECEPTION COUNTER FLOOR TILE TO co rm.; LOCATION OF NEW COUNTER.SEE FLOOR PLAN A2.0 tz [REFI,/ li\--77° �, W B /. DEMO PLAN - CREWBLDG I I ( 0 ,��1 ,T 14 DEMOLITION WALLS,DOOR,FRAME,CEILING,AND 0 �: Olt1111142411 FE w�J` J CASEWORK.REMOVE JANITOR SINK&CAP PLUMBING. �`` SCALE: 1/8"= 1-0" ; 21 y LUZ_ 1 15 COORDINATE DEMOLITION OF HVAC WITH MECHANICAL 1 r O O DRAWINGS.REMOVE STEEL GRATING AT DRAINAGE �,,� i-- ,\I Zc, 0,10 2 TROUGH. it Z® .vi , zW o ""- I=1� - -' 11 16 DEMO EXISTING DOOR AND ADJACENT WALL.SEE t J - O FLOOR PLAN A2.0 O ILL �F �, Q m 25 (---., 17 DEMO EXISTING CABINETS,PLUMBING,ELEC AND WALL. 0. •J 0 0 20 3 11 I I ® DEMO DOORS,DRINKING FOUNTAIN,AND WALLS.REUSE Qco 0 1 1 M DOOR AT SAME LOCATION-REVERSE SWING.SEE her. LV titiCX 1 I FLOOR PLAN A2.0 Q I I 1 19 DEMO SHEET VINYL FLOORING AND RUBBER BASE. " O I - I 0 I rz lict _X I 2p EXISTING TILE TO REMAIN — _ =1 — — — I- — —_— 1= 21 DEMO CABINETS,PLUMBING AND APPLIANCES.7 .--------1- B PRESERVE PLUMBING AND ELECTRICAL HOOK-UPS FOR I I ; I ( —/ I _ NEW APPLIANCES, AND PLUMBING. i—11 _ j 11 -ii SEE FLOOR PLAN A2.0 I 0 _ 22 DEMO WALL AND DRINKING FOUNTAIN. PROJECT NAME 23 REMOVE FIRE EXTINGUISHER CABINET AND SAVE FOR RELOCATION. I 1 - I DEMO AND SAVE FOR RELOCATION ALL SPRINKLER P 1 — n O_ — 1 I 24 SYSTEM COMPONENTS IN THIS AREA. 25 DEMOLISH DRINKING FOUNTAIN.COORDINATE PLUMBING AND ELECTRICAL FOR INSTALLATION OF NEW I DRINKING FOUNTAIN. I I _ - _ I I I I I I REVISION _ _ I DATE: 02.05.07 I 1 i - i CHECK: PB Q ( I 1 _ _ I DRAWN BY: CD I ' PROJECT 206262 I I I — — — — L — 1 i _ 1 R — — I — R 0 0 10 8 \ ® o N AI NO C2. DEMO PLAN - OFFICE BLDG CD . SCALE: 1/8"= 1-0" c 1 2 3 4 Copyright 0 2005 tRS Architects,Inc. t, „tD ARe , ,-A • UI I. :�f._NDV t 14 9 6 4 „ i;,, � � GENERAL NOTES � d e97 - - - - I A 0 0 1. DIMENSIONS ARE TO FACE OF FINISHED WALL. C OF I i----1 1 i -1 I i! i - -` - — — OFFICE E R s „, GENERATOR I 210 I OFFICE OFFICE D- I I ttr, 127 OFFICE s I REF A ,/! B3 KEY NOTES (rf-Y a J r D A5.0 BFk_ Ki; PROVIDE ALUMINUM LOUVER IN EXISTING DOOR,SEE to - - I . I - DOOR TYPES B2/A4.0 i 3 MEN 2'-0” C -' O NEW LAMINATE COUNTER,CABINETS AND HALF-HEIGHT -- O 205 R. 1 ELEC 1fi SECURITY DOORS i s 1-- OFFICE BAY _ �,� I � 123 _ A {� I LOCKER — 115 T I 0 JANITOR SINK 1121 SW Salmon I 3 1 204 CREW ROOM I D A3 B HALL Suite 100 201 1 A5.0 3'-•1'" 117 _ 0 DUAL HEIGHT ADA COMPLIANT DRINKING FOUNTAIN Portland, OR 97205 �' 0 --- 11 F C 1 Tel. 503.221.1121 ' `� - IA, O EXISTING CONCRETE PAD AND LIGHT POLE Fax. 503.221.2077 N a .. I - I . HALL me WOMEN L - I - (Ei 0.116 O EXISTING CONCRETE SIDEWALK n 206 OMEN 7 EXISTING CONCRETE CURB A ME \.j ,e a OFFICE _ O S. I VEND VEND REF MECH 1 112 A5.0 126 ----_- 0 ALIGN AND LEVEL NEW CONCRETE SIDEWALK TO B 8'-10" '-6" . a - y2 �'' _ ALIGN WITH INSIDE EDGE OF EXISTING CURB HALL 'I . . • • • f zs 203 I OFFICE I O FREE STANDING COUNTER AT WINDOW AREA.DO NOT I 12 HALL w ATTACH TO WINDOW CHAIR RAIL. E I FE rn OFFICE I '. .a d STORAGE 118 OFFICE 114 - • : ' 0 128 10 ADD BLOCKING TO EXISTING WALL FOR UPPER CABINET �-----I ] "' 202 a Q .• i :. A LAUN Y 4'� • •`• 4: .: . 10 o SUPPORT. .' .,' ,... FE ' . fir - ) CN4. .jScINKLER� ... . , - & L \ 11 RELOCATED FIRE EXTINGUISHER D MECH/ : . , 5'-0" 5'-2" 5'-0"-FE •• '� '� _ I 12 NEW STEEL GRATING AT EXISTING DRAINAGE TROUGH W� R0�8 � � �.:.° �:��. � � OFFICE 209 .:. ,.; . ,,,•• . 0 • • 111 D3 13 NEW SINK&FAUCETS.SEE PLUMBING DRAWINGS AND 0 •: A5.0 SPECIFICATIONS. • .. • :, OFFICE 14 CEILING MOUNTED INFOCUS PROJECTOR(OFOI) !7 : ` ' I 113 _ LOCATIONS PROVIDE PHONE/DATA,2-AMP,2 WAY CONSULTANTS -:..,.;• - I DEDICATED ELEC.ABOVE CEILING GRID. � 15 RELOCATE AND RECONNECT SPRINKLER SYSTEM TO i FULL WORKING CONDITION;CONTRACTOR TO 14 • - COORDINATE W/OWNER EXACT LOCATION. °• , Cl - F N : . .. °1"_ A4.0 I OPEN OFFICE . JAN 1s Z INFILL DOOR OPENING FLUSH WITH ADJACENT WALL '` 110 ( MATCH TEXTURE&FINISH. 1 • B I. FLOOR PLAN - CREW BLDG — C:C l w SCALE: 1/8"= 1,,0" -.. ... �� ,■� .�. � .� � ..r. �... �....,,,,6 a M 0 0 Ft., it! Z REF FLOOR PLAN LEGEND W N 1 (-_-) .. FE OM1� 1 • � D4 NEW PARTITION TO CEILING GRID k � t?! Q•:: • i •••: L' MEN D- -� ,- , ` A5.0 (SEE DETAIL C1/A2.0) Zr J °. a , - A5.0 — 107 B3 ! L (J - �� NEW PARTITION TO CEILING GRID Q M • c fi.O 6.0 =� BEAK ROOM (SEE DETAIL C1/A3.0) �"' !rig Ns . . a - / 105 +rr,J . ?? 111 Ct 1` U 1 1 EXISTING PARTITION ,, CD % 0,„r, ii_o... . -T, -DF I EXISTING RELITE CI m 0 - 4 HALL EX ...i C3 .4 �� _ 102 1 REVISION NOTE m Q .._ _ _ _ _ _ _ ....... n o, Uri CONF LOBBY 0��. ��•p� �� = 109 101 0 KEYED NOTE � F. •' �` I I NEW RELITE 2'-0"WIDE,T-0"HIGH �1 Ir 4) ;::_ . A4 � " - O 2" • tO E OFFIC ROOM NAME 106 ROOM NUMBER � ■ 0 ! I I C J-L ti I B _ ( a m . o o _ 109 DOOR NUMBER . • '• .1 • 5•-s" I 0 A J INTERIOR ELEVATION ATTACH CLIP TO DECK OR PROJECT NAME STRUCTURE OR BEAM 48"O.G. SECURE TO METAL DECK W!1!4" A3 AUDITORIUM A6.1 D A6.1 B DIA.X 1-1/2"POWER ACTUATED A4 0 0 103 — DRIVEPINS INTO CONCETE FILLED - I I C FLUTES OR#8 S.M.S INTO METAL. _ PROVIDE 1!2"EXPANSION JOINT 20 GA.3112"STUD BRACING TO _ _ _ __ I DETAIL IN DRAWING SET Ale @ P A8 1 . 0.- . STRUCTURE - 8'-0'O.C. � I -lillp el = .0- ..... PROVIDE 2"x 1/8"LIGHT&SOUND I f 1 lift SEALING GASKET CONTINUOUS �► I i PM DETAIL IN PROJECT MANUAL BETWEEN WALL CEILING. �, I I _ 0 L.. 0 —--- SEE RCP - 14 _ I I... _ .. .� ..� "..1 ,4 i I REVISION PROVIDE(2)#8 S.M.S FASTENERS © N _ - DATE: 02.05.07 EA.BRACE STUD CONNECTION TO ,l� I TOP OF WALL STUD ,�i SUSPENDED CEILING AS * SPECIFIED I ►� CHEGK: PB 0 :0� I I _ I DRAWN BY: CD 3-1/2"25 GA.MTL STUDS @ 24"O.C. ',P ali CO— i - - Q WITH 5/8"GYP.BD.EACH SIDE. ■ I -__. __///'\\ --_ ..--PROVIDE 3"SOUND ATTENUATION I PROJECT: 206262 BATT INSULATION FRICTION FIT IN 0 I EXISTING STUD SPACE AND ACOUSTIC j: p p STORAGE I SEALANT @ CEILING GRID. #: HILTI POWDER DRIVEN I 104 I :4 N ANCHOR DN 19P8 AT 4'-0" R - I _ _ _ _ _ - _ R-mom BASE ON BOTH SIDES AS !t pii O.C.THRU MTL.STUD SPECIFIED TRACK I I 6...11 EXISTING SLAB. 0 0 10 8 0 0 0 0 0 N A2. 0 CI. NEW PARTITION C2. FLOOR PLAN - OFFICE BLDG CD SCALE: 1/2"=1'-0" I SCALE: 1/8"= V-0" C 1 2 3 MI 4 Copyright 2005 LRSArchitects,Ina OD ARa,„ v� -AUL i. :• It 14 9 (6) 4 0 11: fA 1. 11 GENERAL NOTES fl , 17t, t 1- o Li I OF C1----4 U I I 1 r t i r I 1. REFER TO SHEET A1.0 FOR COMPLETE LIST OF ■■■■■■■. ■l ................ I GENERAL NOTES,SPECIFICATIONS,AND CONSULTANT S 1111■■■■■■■■ PLANS. , UI......II r ISUIIRUSI rr •`i`r 11!P... !M1 2.■ 1111 1111 ■ •••••• ©I_ _ ■( I ■ ©■ ■© ■ ■, 3. ALL ELECTRICAL OUTLETS DATA&SWITCHES ..116■rrr.r 9'- " ■ ' n 11 ■■■� I - - I SHOWN FOR REFERENCE ONLY.SEE ELECTRICAL !iE !!iEI I !!!!i . . 1111 1111 fl ■ SEW WALUGLASS&►■.M.:�.:■ 1111 1111 1111 ■ AL ..}- r� J ° i B ( •u •iiai 5.CLEAN EXISTING LIGHT FIXTURES TO BE REUSED. IHIMMIIIIII101111 :)II G G P' l :::::: ■ U••••U •I _ cb G 0 8-0 11111 1111 Eli: ,i or 1 // ■% :iu:i:ui:1 , . h I -�- 8-0 ■ 1111■■ EMI�■► 1111111111111•• � 1111111111111:-.1111111111111.::■.� MIP-211111 .. 1111■■■■■...... 111111111111111111111..... ( NNE I milmmo ■ 11111111111111 ril R.r1r. ■� ' ' , ,+ -� �■■ I 1121 SW Salmon 8'-0" 1■■■■■■■_■ "■rs.ar . . / : a• . s► , r �■■ r■wr ■■r ■ '''■■�■:"ii.'■ ■ uite 1 0 �� ■� ■a�■rr■::: Portland, OR 97205 '�/■►:::::: ■► r � ��1111 ::: 13-1 �■■■■11.11■//■■■■■■■■■■■■■©■ iiRiii i-: Tel. 503.221.1121 �— ® 1111■©■■ KEY' 1 0 I❑ .�. ■ PII ■0_■�1■■■ NOTES Fax. 503.221.2077 ' �/� " iI: II1 1Aii1P ® ■■■ �� . •� M 1111■■ � 0 CEILING MOUNTED PROJECTOR LOCATION- ��6//.7�i■/,��/�i Im!��w■■o�■ 1g/ iiii11 PROVIDE 3/4 PLYWOOD BLOCKING @ BOTTOM 1111 �■ •��-'��"'' ■ OF TRUSS OR BRACKET ABOVE CEILING GRID ,sta.i.." rpIMUMMMEEVrNVA.....IIIL1-"-i, " = 1211111111111112111111mmei •: ..■... .■� ■ - ® ■■►st,...r, ■_,� g-p �,.,� I i ©'� g,-0„-, FOR OWNER PROVIDED PROJECTOR.COORDINATE �•©/�`EDINI ` l ■%■1 1111■ W/PROJECTOR REQUIREMENTS. 11111111111111111111111111111111111111Mmism _ 111.1111M11111111:::::11BNI, 111 � 11■��O I/- ■©■�� .►.,. y A '" ■ ■ ■1 13121110111e., .lt., 1111 :: :: :. : ::.: :: .••••••: • :.:P-1 .8-0. ��1 + ��u ��.....�■ ..■� 1111■■■■ : . .:::. .. . . ■■■et■■■■� - ' " 11...11 •.•• •: : •::: r ■©� I AIM a�►, { 1111�■.!11 irilliali 1111►'■■ ( INNEHMO 11 SEE GENERAL NOTES,SPECIFICATIONS,MECHANICAL, ■ ■ ■■1 �■ ■ AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. __. ��■ 1111 ■■■■ SEE A0.2 AND A0.3 FOR IBC EQUIVALANT STANDARDS • SURUlI ••U- CONSULTANTS ( FOR INSTALLATION OF SUSPENDED CEILING SYSTEMS, ■.. g�-0" SPRINKLERS,AND LIGHT FIXTURES. L11daacIIaml1 N.. ---- I 4 OEM 11111111111111111111111111111111 1111111 EXISTING GYP.BOARD CEILING NM 111111111111111111111 RUIU • I : : ::::: : is Z ( ( , • EXISTING CEILING uuuuauusuuma•i P, I 11111 Q. . a I_.._.._.._u.I . . .H : :. i . G @ Cl) . ...�IV 1111■ ■■■�■■■■■■■©■1 _ NEW GYP.BOARD CEILING 1.. Ctii U " ■11■■■■■■■■■11111 MEM 'Zi•e. ' '$'QR 81-0" NEW 24"X.24"ACOUSTICAL CEILING TILE AND GRID W N rr - ar.■rw ►��■B REFLECTED CEILING PLAN CREW BLDG ( 111111 ■1111 ■ ii M .: ; :: : ; :;: C3 Q �. P.,:: ::: : : P-� P uui± r.rI - EXISTING LIGHT FIXTURE scALE: � ■11 ■■ ■■ 11 •• •• ; 11 11 1• :I:!:::::::N::::1 — . { I■■r■I■■■, = ESTING RECESSED COMPACT FLUORESCENT DOWN MEM LIGHT FIXTURE Ct _ 0 _■_■__--_IMI■lAMM■_■I •ui :::: :: . . : , . z ILI I I ----=- � � - {�- RELOCATED RECESSED COMPACT FLUORESCENT � � � �: 4,� 11■ 111 DOWN LIGHT FIXTURE Q CZ �■■■©�►.t■■■■■i►:�■ © 1111O EXISTING RECESSED FLUORESCENT WALL WASHER D. i■o -►© �, •r� ir""Erillii fi 11111111 IIIMIIIMI k ct •iuc ■ .•maiusii ■�■ ---- v EXISTING TRACK LIGHT FIXTURES TO REMAIN 4 y Q 0 m• si IRRII $UlNI IIIIIIIMIIIIIIIIILZIIIIIIMIIIIIIIIIIIII - EXISTING 2 x 4 RECESSED LIGHT FIXTURE rCX E,. 4 /" Lu 1.. ta) LIU NMI NM 11111111111n-w-11111111101111111 a w W NJ •••�•►■ ► 1111■©■■■■©■■1111■■ _ RELOCATED 2 x 4 RECESSED LIGHT FIXTURE �„1111.■. 11.r.. ■\1111.. „►.�� ■, ■��■ X 1 ,01■■/■►■1111■.■►1111■■.■,1111 i o aC W • UU•iRN•UUU1—_—_ ■■■■■■■■■■ .■ ° a Ea. EXISTING 2 x 2 RECESSED LIGHT FIXTURE...._ -- _ —.�.—.—..�..�._....�.= /■, B I ( 11 ° - G EXISTING EXHAUST FAN IIMIEIIIIIIIII HIEININIMINI ATTACH CLIP TO DECK OR ( e (> ' 1 1101-111-11111111111E111 a = G RELOCATED EXHAUST FAN STRUCTURE OR BEAM 48"O.C. SECURE TO METAL DECK W/1/4" IMIIIIIIMIIIMIMMMIIIIIIIIIMI r.■■i PROJECT NAME ""' EXISTING HVAC GRILLE,SEE MECHANICAL DIA.X 1-1/2"POWER ACTUATED 11 I .: DRAWINGS FOR LOCATION OF NEW DRIVEPINS INTO CONCETE FILLED ° - FLUTES OR#8 S.M.S INTO METAL. I IIIIIIIIIIIIIII 111111111111111119111 PROVIDE 1/2"EXPANSION JOINT 20 GA.31/2"STUD BRACING TO - - EXISTING SPRINKLER HEAD . 1111111111111111111111M1111111111416*P EXISTING OCCUPANCY SENSOR_ � STRUCTURE @ 8'-0"O.C. — — - - - a , ,, - ' a.. 1 PROVIDE 2"x 1/8"LIGHT&SOUND 1= SEALING GASKET CONTINUOUS �• � � �'�► EXISTING EXIT SIGN s 11111111111111 a� ■� . � " • ►■► EITIENTEIT C1 O-O CEILING HEIGHT AFF I BETWEEN WALL&CEILING. o ( ■■� � ,_ 0 ;- )t: o _ _ SEE RCP� I- I P_� FINISH TYPE I uiiuiuiiiuuiu " ass '�•'+.,� I I 011119111111111 ::::: ■ a I REVISION rrrsi iii l: I PROVIDE(2)#8 S.M.S FASTENERS @ :;�-.i ..EA.BRACE STUD CONNECTION TO ►'� '° ° r► SUSPENDED CEILING AS TOP OF WALL STUD '�,r; '�a A 02.05.07 si I SPECIFIED I ■ time PA. ■C. r 1 1 iI NEE= O O 0 1 0 O O 1 A I ( ��; � 1 1 �- I CHECK: PB �fi' _ I I 1 1 I Imo ' " - ' _ I DRAWN BY:: CD 5-1/2"25 GA.MTh STUDS 24"O.C. �.�, Q — — — ' I '� — Q WITH 518"GYP.BD.EACH SIDE. ire PROVIDE 3"SOUND ATTENUATION BATT INSULATION FRICTION FIT IN I ( PROJECT.' 206262 , STUD SPACE AND ACOUSTIC �. SEALANT a©CEILING GRID. = HILT!POWDER DRIVEN ( I ►,,,� ANCHOR DN 19P8 AT 4'-0" R — ( — I — — 1 i R BASE ON BOTH SIDES AS � O.C.THRU MTh.STUD - - SPECIFIED TRACK I ` Ile EXISTING SLAB* 0 0 10 8 0 0 1111 0 0 A3. 0 (1) cia NEW PARTITION , C2. REFLECTED CEILING PLAN - OFFICE BLDG SCALE: 1/2"=V-0" SCALE: 1/8"= V-0" C 1 2 3 4 Copyright 6 2005 LRS Architects,Inc. 1) ARe .--A,,, c,, - , :t J.11 v.--. r.z./ 1111.1--1 00"1".-", r) c4 „ . ,‘ ..„, ID MI -,i='""ft 11, , c r s OPENING DOOR HDWR. Notes No. ROOM NAME SIZE Thick. Type Material Finish Group rr 1 101A Lobby PR 3'-0"x 7'-0" 1 3/4" FG ALUM ANO 1 3,5,6,7 ► 101 B Lobby PR 3'-0"x T-0" 1 3/4" FG ALUM ANO 1 3,5,6,7 <32" ALIGN TOP OF OF O0 110A O n Office 2-8 x 3-2 13/4 FL WD ST 7 1,4 B4 - TUBE STEEL 110B Open Office 3'-O"x 3'-2" 13/4" FL WD ST 7 1,4 (HSS)WITH TOP A4.0 1/4"STEEL Ft B3 ` R S 4, I 112 Office 3'-0"x7'-0" 1 3/4" FR WD ST 2 1,2,3,4 OF MASONARY SQUARE A4.0 122 Office E E L E E E WALL,TYP 4'-0" TUBE STEEL 124 Unisex 3'-0"x7'-0" 1 3/4" F WD ST 3 1,2,3,4 T _ GATE FRAME ELECTRIC ALIGN TOP OF STRIKE 125 Men E E E E E 6 . - " STEEL ANGLES ■1 rwwwwwwwwwwwwwwn■ ,I� \��1h51111 lwwwwwwwwwwwwwwi! T■■ 128 Storage 3'-0"x7'-0" 1 3J4 F WD ST 2 t 2,3,4 ■wwwwwnwwwwwwwwn! lwwwwe[alwwwwwwwww! " " 3/4" WITH BOTTOM ��i rnwwnwnwwwwnnnwn■ I�� -��1 lwwnwwnwwltwwnwnwr - =�� 129 Office 3-0 xT-0 1314 FR WD ST 2 1,2,3,4 �.•- rw![wwwwwwwwww�w��! lwniwwwwwwwwwwww! OF MASONARY �� I rwwnwnnwnnannwwn! T�� -IIMIT uawwnwwwwnnnnwnw! . �� .- 204 Locker E E E E E E 1,2,3,4 lrt�lwwnnwwwwnwnw��! lwnwnnwnanw•nwnw! �" CAP,TYP =MN I !■nwwnwwwwwnnwwn! ■�� T��■ rwnwww■wnnwwwwww! �� ■w.ww■■nwn.wnwwn■ CARD READER rwwwwwwwwwwwwwww■ �� I rwwwwww�wwwww�wnr ��/�� T aaiimmu nwww mores al �•. 001 Exterior Gate 3'-0"x6'-0" MTh 5 2"SQUARE iiiaaaii.aaraauaaiil iauaa.auuiiiii . �� I rwwwwwwwwwwwwwwn■ �aMi/ �� lwwo■wwwnwwwwwww! �� GALVANIZED _`n_ rnnnnnnwwwwwnwnlIS /--- --�',T unohn wnnwnwwwnw! M Ell �►. WIRE MESH, MEM l.wwwwwwwwwwnwwn■ lnw�w�wwnww�wwwwr lialliaillainnal STEEL !n■wwn►11wwwnwwww!188"DIAM M�•� LATCHGUARD ---' _!11101111wwwwwwr11_ -�- ��i 11111;41111111111111111111 ��1 i iii MIMMaterial Legend: ALUM Aluminum l . -- .11111111111 co ANO Anodized,color:match existing door frames 1111111111111111 - suoilE;1--- --�- �� w-- n E Existing ��w��ir��;�wr ■�s.�►��[.�.as.�w�.■ ST Stain EXISTING �� inI�� rjT1■ �rw�nwnwwwwwnwwwwll WAINI lwwwwwwwwwwwww.•! +�wwwwwwwwnwwwwrr- _.._.__ MTh Metal,painted steel MASONARY �� rwwwwwwwwwwwwwwn• T�� 1Mta riwwwwwwwwwwwwwrrwa imam= ,.'" lwwwwwrlwww�wwwwwr GATE PULL �wr rwwwwww■wwwwwwwwr WD Wood WALL,TYP �� lnwnwwwwwwwnnwww! �� -_�■ `,=� \_ , rnwwnnwwwwnwnwww! rnnwwwnwwnnwnwnwr lnwwwwwnwnnwnnnn! --- rnnnnwltnwwwwwnnn! .`-- ---- I IasaaaRuuIa ISM au _ --� til Quan' Name: Quanti Name: !■ww■wnwwnwwwnww! -` �T� lwnnwnwwwnwnwnww! 1 ��I lnwwnuwwwwwwwww! �m� Hardware Group#1: 2 Center Pivot(set) 2 Mfg Std.Pull ��lnwnwnnwnnnnwwnw■ I lwwnwwnwwnwwwwwwr 1121 SW Salmon P ( ) f9 - rwwwwwwwwwwwwwwn! 2 Concealed Closer 1 Threshold �� ` 114"STEEL 111111111111•11111111 lwnwwnwwnwnwwnwn! - �� lwwwwwwwwwwwwwww! R ( rnww■wnwnwnn■■■wa Suite 100 1 Rim Cylinder 2 Exit Device with concealed e��.� nn --- ( i Portland, OR 97205 �- f top and bottom rods HEAVY DUTY SELF-CLOSING sioJ PANIC EXIT low Tel. 503.221.1121 GATE HINGES(3), 3'_0= NOTE: DEVICE Fax. 503.221.2077 CONTRACTOR TO Quantity Name: Quantity Name: VERIFY HINGES MIN 1.PROVIDE A 118"CAP AT ALL NOTE: t� Hardware Group#2: 3 Hinge 1 Door Stop 31/2" WILL SUPPORT TYPICAL NOTES AND EXPOSED ENDS. REFER TO A3/A4.0 FOR 1 Entry(Office)Lockset 3 Silencer Ar7r5- WEIGHT OF GATE 2.ALL EXPOSED STEEL TO BE PAINTED,COLOR:BLACK. DIMENSIONS SCHEDULE Quantity Name: Quantity Name: a DIM Hardware Group#3: 3 Hinge 1 Accessible Unisex Toilet "P) i` A3. GATE ELEVATION- EXTERIOR A4. GATE ELEVATION - INTERIOR 1 Privacy Lockset with Raised and Braille ♦ ' 1 Door Stop Characters&Pictorial SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" 3 Silencer Symbol Signs,Complying g A TEMPERED 1 Occupancy Indicator with ADA 4.30. ui a GLAZING Quantity Name: Quantity Name: iii i EXISTING Hardware Group#4: 3 Hinge 1 Door Stop v `�-- MASONARY WALL 1 Push/Pull 3 Silencer = a 0 # � . BEYOND 1 Kick Plate � o TUBE STEEL 2"SQUARE 1 1/2"x 3/16" - GALVANIZED SQUARE STEEL 5/8"SQUARE ,_BEYOND • • G L ANIZED WIRE Quantity Name: Quantity Name: FG MESH,.188"DIAM MIN. GATE FRAME STEEL GATE PULL ALIGN R WITH Hardware Group#5: 3 Hinge 1 Panic Exit Device FULL = 1/4"STEEL Ft, c� INSIDE EDGES OF CONSULTANTS 1 Electric Strike 1 Card Reader GLASS(PAIR) II? GRIND SMOOTH =♦ 1 1/2" GATE FRAME 1 Door Pull EXPOSED EDGES y��, Quantity Name: Quantity Name: PANIC EXIT I Hardware Group#6: 1 Privacy Lock (E) Other Hardware Existing 1/4" !, /2" DEVICE,FINISH: % milli,, 114 STEEL R I ANODIZED BLACK 1 Occupancy Indicator , u, Q SCHEDULE SCHEDULE opvci 1 0 *, Foam Quantity Name: Quantity Name: � _ I - tY tY DIM 2-0 DIM o Ni I 112" Lill Hardware Group#7 2 Hinge 1 Electric Strike 'r (TYP) '' '' ' ' (TYP) '' cp c i ' Q 1.. 0 1 Passage Set Ay-- --s co III J 0 11 1/2" 1/4 STEEL P, RIND ,, W N CL cia SMOOTH EXPOSED P.'a 4" 0 2"S UARE fn I 0 0 f.t. CX Co Notes: 1. Wood doors-rotary cut,book match, 5. Re-use existing door frames. Repair any damage to = 2'-4" _ a GALVANIZED WIRE EDGES f 4 Z center match,stain to match existing, existing frames prior to installation of new doors. o o " N " �: 11/2"x3/16" 9 9 P w w MESH,.188"DIAM MIN. 2 11 , ' 0,.... et _ tr,Oak veneer-Grade A clear finish. 6. Contractor to verity new doors and all hardware are • U NOTE: SQUARE STEEL ABOVE ...... 2. Door frames:Steel,painted compatible with existing frames and existing automatic door closer. 4 1.PROVIDE A 1/8"CAP GAT GRADE _♦ �� 1 1I�" """' """"'� �r E FRAME 3. Door Hardware:Best 7-Pin, existing N 0 AT ALL EXPOSED ♦ - STEEL ANGLE J kft. WOwner to 7. Re-connect existin automatic door loser, _ „ � a Cr provide new cores throughout. associated push buttons,and wiring. . T ENDS. " �♦ TUBE STEEL POST [BEYOND Ca 0 4. Hardware finish:Oil Rubbed Bronze. • 2.PROVIDE A 114 ALL I N CS Q . � 4m ��11 F L FR AROUND FILLET WELD - -_, BEYOND 0 UJ AT ALL JOINTS,UNO. . . u . N e d . . NOTE: 3.ALL EXPOSED '� - �'�' d 4 SEE B3/A4.0 FOR NOTE: J k ct 0 4 FLUSH LOUVER FLUSH PANEL S TYPICAL NOTES 1.PROVIDE A 118"CAP AT ALL EXPOSED PANEL W/RECITE STEEL TO BE I 4• e C2 Q 'Q �r LU PAINTED, 4 ` AND DIMENSIONS ENDS. Ch HINTED,COLOR. .s ) A4 0 2.PROVIDE A 1/4"ALL AROUND FILLET CX IX i et BLACK. - - - --, Q W t10 ..� 0 WELD AT ALL JOINTS,UNO, 3.ALL EXPOSED SURFACES TO BE CD uu . Z •.. B2. DOOR TYPES T=114"TEMPERED GLASS B3. SECTION THROUGH GATE B4. GATE PULL PAINTED,COLOR:BLACK. pa F. lacc UJ SCALE: 114"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3"=1'-0" W rrno. B Z 1/4"TOOLED EDGES,FILL TOP ELECTRIC STRIKE,PROVIDE W/JOINT SEALER,1"DEEP 1/2"EXPANSION SMOOTH TOOLED BAND(TYP) 3/4"x 9"x 12"I BELOW NECESSARY ANCHORS WITH PROJECT NAME CONCRETE SLAB W/BROOM GRADE METAL FLANGE/HOUSING TO 4"EMBEDMENT, FINISH,UNLESS NOTED CREATE A 1/4"WIDE,3/8" TYP OTHERWISE ON PLANS 1/2"EXPANSION WATER TIGHT SEAL I DEEP CONTROL 1/2" ANCHORS WITH 4" PANIC EXIT BETWEEN STRIKE JOINT WITH 1/4" 2" 2" 4" , 4" 4" 4"x 4"x 3/8"HSS EMBEDMENT,TYP MECHANISM AND POST 4"x 4"x 3/8"HSS TOOLED EDGES SIDEWALK EDGE DEVICE SMOOTH BAND W/TOOLED I = a o. - EDGE CONT.L 4"x 4"x 1/4" - VERIFY 314"x 9"x 12"R GRADE 1 112" CONT.L 4"x 4"x 1/4" 'd' STEEL VERIFY ANGLES I I = a a - 2" _ I BEYOND �- - - TYP - � PANIC EXIT DEVICE - _ - _ s 5/16 �►i ■��►�� r��i�s GENERAL CONCRETE WALK NOTES , (��1 (,:-: )1 (�� r 1/2"EXPANSION JOINT BOARD TYP 1. PROVIDE SIDEWALK JOINTING AS FOLLOWS: 1 • REVISION FULL DEPTH POUR JOINT(CONSTRUCTION JOINT):PROVIDE AT TYPICAL ,+�s__ rrAmmimmiko/ DATE: 02.05.07 INSIDE CORNERS AND ABRUPT CHANGES IN DIRECTION. ' 3/4"x 9"x 12"ft _ - NEW oo L co . " ids - ' �% - ncC FULL DEPTH EXPANSION JOINT. WITH 1/2 EXPANSION MATERIAL, CONCRETE w fk ,_____1� ► ,t,w IP /V PROVIDE AT RAMP ENDS,ALONG ALL WALLS,ALONG ALL RETAINING AND 11/4- WALK �' ' I !` ` I I I / i > { CHECK: PB i SCREEN WALLS,AND AT 100'MAX RUNS. fl I 1 I■► DRAWN 8Y.• CD 0 o I a Ia © a lI..∎∎∎ �:__ .. IsrAr or 1 3/8"CONTROL JOINT: 3/8 DEPTH OF SLAB AT 5'OC TYPICAL AS SHOWN ON �p T SITE PLANS U.O.N. PROVIDE JOINTS WHERE INDICATED ON DRAWINGS, • 4 . I ' .. -:1 I (�,1 (C1 / ' ( I 1/2" ��`��' T-, (4 • Irmu.rmri...vi PROJECT: 206262 AT BUILDING CORNERS,ALONG COLUMN LINES,AND POINTING TOWARD >- I �7 1/2 EXPANSION CENTER OF ARC AT RADIAL SIDEWALKS. , O ANCHORS WITH 4" J L - - - - - - - - - I OD ct 4 ! EMBEDMENT,TYP EXISTING STEEL GATE FRAME 3 1/2" PROVIDE MATCHING TOP ELEVATIONS AND EXPANSION JOINT AT MASONARY EXISTING CONNECTION OF EXISTING SIDEWALK AND NEW SIDEWALK. WALL 1/2" STEEL 1 3/4" 1/2" • :Th-%..% E X CONCRETE VERIFY STEEL GATE PULL VERIFY MASONARY WALL MAKE ALL JOINTS WITH TOOLS LEAVING SIMILAR RADIUS,TEXTURE,AND it 1'-6" Jr FOOTING GATE 4"x 4"x 3/8"HSS FRAME WITDH. LAYOUT JOINTS TO FORM REGULAR EQUAL SHAPES AS CLOSE NOTE: VERIFY 114"STEEL LATCH 3116 N TO SQUARE AS POSSIBLE. HEAVY DUTY GATE GUARD TYP 1.ALL EXPOSED STEEL TO BE PAINTED,COLOR:BLACK HINGE NOTE: 1/4 A4 N 0 1.PROVIDE A 1/8"CAP AT ALL EXPOSED ENDS. NOTE: 2.ALL EXPOSED STEEL TO BE PAINTED,COLOR:BLACK. 1.PROVIDE A 1/8"CAP AT ALL EXPOSED ENDS. Cl. CONCRETE WALK C2. GATE POST a EXISTING FOOTING C3. JAMB @SATE HINGE C4. JAMB @ GATE LATCH 2.ALL EXPOSED STEEL TO BE PAINTED,COLOR:BLACK. SCALE: 1 112"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" C _ 1 2 3 4 Copyright O2005 LAS Architects,Inc. $*BD A Re 444 �"if; • -, I, , C. • PLASTIC LAMINATE ALL EXPOSED SURFACES ,, PLASTIC LAMINATE COUNTERTOP(SEE ELEVATION)OVER 3/4"PLASTIC LAMINATE AT ALL VARIES *� 3 STAINLESS STEEL EXPOSED SURFACES&EDGES. OF ADJUSTABLE SHELFNP. VARIES 1. GROMMETS WHITE MELAMINE INTERIOR,NP. PROVIDE . R S a, t N PL-2 AT ALL EXPOSED FIREPROOF PULLS: DOUG MOCKETT,ARC `� SURFACES&EDGES BLOCKING AS ,� PULL DP18B 90 ii� lI!- .» --- -' `�► REQUIRED ti PULLS: DOUG MOCKETT, ARC PULL DP18B 90 r PLASTIC LAMINATE ALL (2)3/4"PLYWOOD THICKNESS CLEAR SILICONE CAULK AT ALL n ' I EXPOSED SURFACES AND HARDWOOD EDGE , OPENS ELF SEAMS,TYP. 1x2 CROSS BAR III PROVIDE WRAP CABINET SIDES WITH FACE - PLASTIC LAMINATE COUNTERTOP ��' STAINLESS STEEL PROVIDE &SPLASH(SEE ELEVATION)OVER ��, iii BLOCKING AS I _ LAMINATE TO DEPTH OF STANDARD BLOCKING 3/4"PLYWOOD&HARDWOOD REQUIRED UPPER CABINET BEYOND WORKSURFACE SUPPORT AS AS REQ'D 1" c•, EDGE. PLASTIC LAMINATE AT ALL I, REQUIRED •.. EXPOSED SURFACES&EDGES. �' LETTER FILE DRAWER,MELAMINE 1'-8"CL R /15 d ► or �"= i 1) INTERIOR-ALL SIDES&BOTTOM(TYP) SOLID WOOD EDGE BLOCKING c� I W/PLASTIC LAMINATE ALL EXPOSED SURFACES n I! 'I!- I b PULLS: DOUG MOCKETT,ARC ' PULL DP18B 90 I SEE INTERIOR ELEVS FOR FACE w �1 PROVIDE `�`� I�� &FINISH OF ALL EDGES OF DOORS © A, _ FIREPROOF -� PLAM BOTH SIDES&ALL EDGES (I, i BLOCKING AS OF DOORS/DRAWERS WHITE MELAMINE INTERIOR w/STEEL REQUIRED :"4" -WHITE MELAMINE INTERIOR wl 1121 SW Salmon { ��i -- --- __ _ ACCURIDE FULL EXTENSION ALL STEEL = u.. �► STEEL ACCURIDE FULL ;r�`— BALL BEARING GLIDE DRAWER SYSTEM, 0 -,�, 2'-0" EXTENSION ALL STEEL BALL Suite 100 N BEARING GLIDE DRAWER SYSTEM Portland, OR 97205 ' ,. .1 TYP. ■ ■ CLEAR SILICONE CAULK 4"RUBBER BASE 7 RUBBER BASE AT ALL SEAMS,TYP. Tel. 503.221.1121 4/,3" HEAVY-DUTY ADJ.HEIGHT STEEL LEVELERS AT 1► Fax. 503.221.2077 FREESTANDING BASE n A4. CASEWORK DETAIL Al. FILE DRAWER BASE AZ MICROWAVE CABINET SECTION A3. CASEWORK DETAIL SCALE: 1/2"=1'-0" ` SCALE: 111=1'-0" SCALE: I"=1'-0" SCALE: 1"=V-0" 4, 2'-2" d, N. Ci w A 3/4"X 1 1/2"TRIM,PL-3 PL-3 OVER � ' 3/4"X 1 1/2" TRIM CLEAR SILICONE CAULK AT SEAM WHITE MELAMINE INTERIOR AND AT BULLETIN �f� 2'-0" / 2'_1» }, P) ' w BOARD ■r MIRROR M EXPOSED SURFACES&EDGES, 1/4"FIXED SHELVES, (MOUNT FLUSH w/ CHROME ADA COMPLIANT FAUCET ALL SHELVES 1/2"AND FIXED,TYP FRAME WHITE MELAMINE,NP. / TILE) OPEN SHELVES w Ci 1/8" REVEAL AT STAINLESS STEEL ACCESSIBLE KITCHEN SINK-W/ SOUND ABSORBING UNDER-COATING PLASTIC LAMINATE COUNTERTOP BOARD BULLETIN d. PLASTIC LAMINATE COUNTERTOP& (SEE ELEVATION)OVER 3/4"PLYWOOD FRAME 1" \ ` SPLASH(SEE ELEVATION)OVER 3/4" w &HARDWOOD EDGE. PLASTIC LAMINATE ��..,� PLYWOOD&HARDWOOD EDGE. PLASTIC CONSULTANTS AT ALL EXPOSED SURFACES&EDGES. A PL-4 COUNTERTOP OVER 3/4" N LAMINATE AT ALL EXPOSED SURFACES& I*. _ _ _ _ _ _ _ I PLYWOOD,PLASTIC LAMINATE AT i._ ' EDGES. , � ` „ ALL EXPOSED SURFACES&EDGES .,.. A1/4---- BLOCKING AS REQUIRED PULLS: DOUG MOCKETT, �, CONTINUOUS STEEL ANGLE PULLS: DOUG MOCKETT, _ _ ARC PULL DP18B 90 CO LINOLEUM BULLETIN BOARD BB-1,SEE `-' ARC PULL DP18B 90 4 1 -=-- - tO I REMOVABLE BASE CABINET '' FINISH SCHEDULE ' ° ° '�,�� _ ; DOORS AND BASE W/ FULLY CONCEALED Z WHITE MELAMINE INTERIOR ° . " . , EUROPEAN HINGE;P.LAM BOTH SIDES&ALL Q 2X4 LEDGER-BACK& Paft�` --- u. Z N U EDGES OF DOORS&EXPOSED AREAS° ADJUSTABLE SHELVES,TYP g p SIDES BLACK HEAT- Z : MIN.WIDTH CLEARANCE AT SINK:30" ,� \ PROOF WRAP (f, ° ° p Z z Z z_ EXISTING SINK TO @ EXPOSED c? Q 4"BLACK PLASTIC = PLAM BOTH SIDES&ALL EDGES o o g ° BE INSTALLED AND CLEAR PIPING N REMOVABLE BOTTOM � L� Ry ,'"� kJ' _ ° SHELF&BASE LAMINATE BASE,TYP. M OF DOORS/DRAWERS ;" �'- N LL CAULK ALL SEAMS 4"RUBBER 0 14 14■1 II I 1::C ( ch rm. ---A BASE,CUT TO CABINET WIDTH Cl) ° WHITE MELAMINE INTERIOR CONTINUOUS STEEL ' ANGLE SUPPORT 1 v Z WI Qo fit 0 HEAT PROOF WRAP 4"BLACK PLASTIC 11" 1'-1" \\:. t LAMINATE BASE,NP. EXPOSED PIPING 2'-0" "'�I ' Z Ca , I CONTINUE FLOOR FINISH 11,4) CI UNDER CABINET AT SINK, Q c t ' ADJ.HEIGHT,HEAVY-DUN, o rat 3.11 3" Ili STE EL LEVELERS,NP. SEE FLOOR FINISH PLANS �,,J- _ II A: �`'`-- ADJ.HEIGHT,HEAVY-DUTY,STEEL Q Ca (4 BI. CASEWORK DETAIL LEVELERS,NP. B2. CASEWORK DETAIL B3. SECTION THRU VANITY B4. CASEWORK EZ �C '` t� SCALE: 1 1-o ORK DETAIL t•. F., ' "Q W � "_ " SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" rimi: Q k B PLASTIC LAMINATE COUNTERTOP(SEE ELEVATION)OVER 3/4" PLYWOOD&HARDWOOD EDGE. PLASTIC LAMINATE AT ALL EXPOSED SURFACES&EDGES. PROJECT NAME PLASTIC LAMINATE COUNTERTOP 1 1/2" AND SIDE PANELS(SEE ELEVATION) PLASTIC LAMINATE COUNTERTOP(SEE ELEVATION)OVER 3/4" PLASTIC LAMINATE COUNTERTOP&SPLASH(SEE ELEVATION) OVER 3/4"PLYWOOD&HARDWOOD PLYWOOD&HARDWOOD EDGE. PLASTIC LAMINATE AT ALL '�'- --- EDGE. PLASTIC LAMINATE AT ALL �` � ---_ -' EXPOSED SURFACES& OVER 3/4"PLYWOOD&HARDWOOD EDGE. PLASTIC LAMINATE AT ALL EXPOSED SURFACES&EDGES. I ,' h EXPOSED SURFACES&EDGES. �'(� WHITE MELAMINE INTERIOR w/STEEL 1" E �! 1 1/2" SOLID WOOD EDGE BLOCKING ;: 1/2" -- ACCURIDE FULL EXTENSION ALL STEEL //� c-„v W/PLASTIC LAMINATE ALL jI - - -- -- .., BALL BEARING GLIDE DRAWER SYSTEM, EXPOSED SURFACES FASTEN TO PULLS: DOUG MOCKETT, I ,� CABINET OR ' ARC PULL DP18B ' PULLS: DOUG MOCKETT, i !_' �I!- WALL BEYOND . ' ` ARC PULL DP18B 90 ill _ PULLS: DOUG MOCKETT, -' ARC PULL DP18B 90 '' �1 WHITE MELAMINE WITH BLOCKING II ', . ° II 'ti ° CAB INTERIOR NP. '' ° _ III II — REVISION _ � PLAM BOTH SIDES&ALL EDGES - - - _ �T MELAMINE DRAWER M ; STEEL DOOR FRAME c4 II DATE: 02.05.07 SEE DOOR SCHEDULE _ I = '- INTERIOR-ALL SIDES&BOTTOM(TYP) ° -~-_ I WHITE MELAMINE INTERIOR w/ °° ° I ADJ SHELF ' - ° ° I ADJUSTABLE SHELVES,TYP. N 1' 1x2 CROSS BAR II,, I CHECK PB ° SEE ELEVATIONS FOR �' ;II , 1 PLASTIC LAMINATE TYPE, ° ° j 4"BLACK PLASTIC �I_ SEE INTERIOR ELEVS FOR FACE DRAWN BY.- CD . MATCH EDGE TO DOORS '' ° . I LAMINATE BASE I &FINISH OF ALL EDGES OF DOORS I 11 ' I 1i' STEEL ACCURIDE FULL EXTENSION ALL • , ____ -- - -_=� STEEL BALL BEARING GLIDE DRAWER Mal PROJECT 206262 . 44- 4.----3" 3" a ri"..--- BLACK PLASTIC LAMINATE BASE,TYP. 3" - �� - = SYSTEM,TYP. r1 ''� ♦ ♦ BASE,SEE ELEVATIONS HEAVY-DUTY,ADJ.HEIGHT STEEL LEVELERS, HEAVY-DUTY,ADJ.HEIGHT STEEL */. 3" NP. LEVELERS,TYP. Ca/. CASEWORK DETAIL C2. CASEWORK DETAIL C3. CASEWORK DETAIL C4. DRAWER BASE SCALE: 1"=1'-0" SCALE: 1"=V-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" , A6. 0 C _ 1 2 3 4 Copyright®2005 LRS Architects,Inc. ""%�x� 6D A� Y 0 tar, � ' :i ':. 14 9 6 4 $1:4 r.„,if yfrAi MEI • - ilv GENERAL FINISH NOTES ci,A o 18OFO, a - - - 1 A �` _ _ 1. NOTIFY ARCHITECT OF ANY DISCREPANCIES I I �-- i { I I BETWEEN DRAWINGS AND SITE CONDITIONS. OFFICE / \ R S , 121 2. PAINT INTERIOR METAL DOORS&DOOR TRIM P-3 CP-1 UNLESS OTHERWISE NOTED.SEE KEYNOTE 6. P-5 - ti 3. PAINT WOOD BASE P-4 GENERATOR - t 210 I OFFICE p P-1 OFFICE 4. PROVIDE RUBBER TRANSITIONS AT ALL CHANGES IN_H- 127 120 I FLOORING MATERIALS.ROPPE MATCHMATE RUBBER tzr ACCESSORIES,COLOR P177 STEEL BLUE. PROVIDE cP-1 P-5 Cp_1 - DOOR MANUFACTURER'S THRESHOLD AT NEW EXTERIOR DOORS. OFFICE 0 ' n { B 122 (E) I 5. IN PROJECT AREA,WHERE NEW SUSPENDED CEILING AI ' ® E CP-1 I GRID SYSTEMS ARE INSTALLED,THEY ARE REQUIRED b TO MEET CURRENT STRUCTURAL SUPPORT AND 1I KI;4 - 1 p� LATERAL BRACING STANDARDS. cb 1111 , F� ,/� E / MEN sv-1 ( ) - 6. REPAIR/REFINISH ANY DAMAGE TO EXISTING FINISH\ I 205 = CP-1 SURFACES IN IMPROVEMENT AREA CAUSED BY BAY sv 1 ELEC p_6 OFFICE CONSTRUCTION OPERATIONS. 1 I 123 LOCKER i r t _ �_- 1 115 = 1121 SyYSalmon 204 CREW �� L P-6 P-6 7. MATCH EXISTING WALL TEXTURE AT ALL NEW WALLS. r, 201 / I WM-2 P-6 Suite 100 ''� 0 HALL Cp_1 8. WHERE ALL NEW PARTITIONS ABUT,JOIN OR Portland, OR 97205 �• � P-2t I I - P_5 P-5 117 _ CONNECT TO EXISTING SURFACES,WALLS,OR NEW Tel. 503.221.1121 441. I)1 P-6 I — CONSTRUCTION,THE FINISHED SURFACE SHALL BE P-6 I ; - - HALL " ALIGNED FLUSH. Fax. 503.221.2077 WOMEN - I LN-5 \ 116 n 206 O N_5 CF'-1 I 9. SEE INTERIOR FINISH LEGEND AND INTERIOR FINISH V' J:,11L I MEAL WOMEN OFFICE SCHEDULE FOR ADDITIONAL INFORMATION. • N.,... MECH 1 112 - 126 - � P-6 P-6 HALL ALIGN SV-1 _. (E� P-1 ice;- - - _ (/® wm..2 203 �.� - I-_: I —P-6 CP-1 P-6 P-5 OFFICE FE , OFFICE HALL 114 " I 11 202 a- STORAGE 118 OFFICE - 20 TYP CP-1 128 129 CP-1 A 6 LAUNI 'Y - 21 P 2 ° � - � F .c.+ 1* I P-3 \ MECH/ P-1 mall '.142.SC417.wb,„ >elx ROOM IFE/WM-2 S /NKL os ( _ cP-1 - / �, 208 W (E) OFFICE ' P-1 P 1 NA _ 4 ,__-) CO I CP-1 111 ABOVE .1 I I � \ KEY NOTES / = ��'Z'-�� L!42 `�� `" ' PAINT DOORS&FRAMES AT STORAGE 104 P.4 N P-6 OFFICE ILL 4- 010'0"P :a` CONSULTANTS P-5 _ 1 C.+.::, IAA. - I 2 PAINT CEILING SOFFIT FROM LOBBY 101 TO HALL 102 P-2 SI —`'�V`r. 0 PAINT DOOR P.4 0 ' :.::::_.-•:1 L _-. _ ir-1 SCALE: 1/4"=11„0" JAN 40 POWER WASH ALL TILE.RE-GROUT AND CHALK AS OPEN OFFICE NEEDED.REPAIR ANY DAMAGED PARTITIONS I 130 110 CP-1 I I 0 - P-5 KI1 PROVIDE NEW PLASTIC LAMINATE COUNTER,FINISH: 1111,_ - —� PL-4.RE-USE EXISTING SINK,SOAP DISPENSER,& �� 1 1 1 FAUCET. W N � � j ■ 6 PAINT TRIM&PAINTED DOORS AT EXTERIORS P-4.DO Q gi Q T __......._...._._.__. � REF ■ ■ " � ■ O n � I'�U „�I _ ■�■�.�.�■�■ NOT PAINT CLEAR WOOD FINISH DOORS. zi B 1. FINISH FLOOR PLAN - CREW BLDG I (Ej �� ■ ■ ■ ■ ■ I ,L lF C OM1 . 1 i!R!R! !i1!al.w= r w SCALE: 1/8 - 1-0 . Z = E 4 N MEN (E) 4 ■ ■ � W '' p Ills (E) O � ( � O rjam •jripui c� 0 :1?) Ifir 4 0 ._ _ � 3 / ■ ■ ■ i� Willi oc .4 -/ ■ 111 ■ ■ ■ /! FINISH FLOOR PLAN LEGEND o LL —OF , — P-3 1.11111111111111111111 111` ' O w (E) 1 , ■ ■ 1111` .■) Q Z 0 HALL ( ) ■..■ I� Q. •J - j� 102 ■ ■ t0 Q .. �/ (E) O � � KEYED NOTE Q t1: OC � Z CONE P-2 LOBBY I c� _ CD rz, 109 101 wm..1 FLOOR FINISH MATERIAL-TYPE 'Q 41 Ki I I CP-1 I F"'l4 - r WM 1 URUSUUUUUUIlIURRUUU P-I WALL FINISH MATERIAL-TYPE P ■ u a■■■u " _ 7 u■■u ■■s�a■■� m■ _._. 0 1 i 1 FT — 11111111111111111111111111111PRIMINEEMMI B A. zi..1.i . _- prAt).1-f,. 20"TYP WM-1 WM- 1 I I I I I 1 I 1 I I _ ■U1111M •7911 ■11111111'ta■■11RR1 r PROJECT NAME .i_u..LJ..ausa..asa 4E1 16,14-,2: - —®---- — — : • a !I I I i I V41:4121�* r�.0 . !NL. I :". ■�■■ I . r fi :.: MN I ■■■■■■■■■■III■�IIII�■■� %'/� I �/ II!W I I I :4(,# i -441 I V I I I 1 1 1 1 I 1 1 HIM ! SCALE:1/4"=1'-0" } I I i 11IlI1II1III1IlI1I I REVISION = I I I 1 I l 1_ 11 I 1 1 1 1 1 1 1 1 - I DATE: 02.05.07 • uiuuurnu IIIIIIIIIIIIIIIIIIIII _ I RNURU*UIUi!iUR•UNRI I I CHECK PB I I APIIIIIIIFIVINEMIll ■n'1.a.■■ ( DRAWN BY: CD 4 - - - - - - - \ iiirlitarrammird� \al ___ __v 1 I 6 I ",.�-.ILI motannisommi � PROJECT: 206262 \ •uu • 1 R - i - �'�{ I •••■■ aamm. - I - - -�._ - R 0 4110 10 8 ' ) 0 0 0 0 , A7. 0 C2. FINISH FLOOR PLAN - OFFICE BLDG , ill IIk SCALE: 1/8"= 1-0" \ r\ Mr C 1 2 3 \1 4 Copyright 2005 LAS Architects,I . 911) ARe yA . . , t,s ,„,..4 L I. .•, ,.. 14 0 9 a 6 4 0 x 11,5„ :� � n A OF 0 I- -1 J 4 1 1----I , r - ---i-I--r- i --t- -Lir- - ---r- ii I I 0 R S 1 1 1 1 , ` I ó7ó7ó �II� �Z� � 1 ti r II 11 .-1 ( 1 ... 1 1 0 0 1 1 GENERATOR I I c - -{I II- - i � I �� -�'Q I JLthFFIJLJ I n 210 ff = I = � � E _ �l� iJ J � 1 I ___. _.11 IL ____ _L7 I I- 0 0 -I ....± -__IL /20_1_ - ---1 -OFFICE _ � _ i B I I I n n I I 122 - j ..,"n I REF El �+. = _ J IL _ . . +',,� � j � c II I c �� c � — - - I co c. --1 1 " I I ,,(N ,,,,, I I I II II BAY i� ¶0N5 � . L ?j IF - I ELEC �� L . I — J 123 r_ ,L _ J� �. _ � � — � JI / I —LOCKER U. 1' J - r I _ I 1121 SW Salmon 204 CRE WV*� I � � 201 HALL Suite 100 7 I I � f f7 _ Portland, OR 97205 �. Tel. 503.221.1121 I Fax. 503.221.2077 MI WOMEN (---- ; eallt C� LI I � � [� � - - i 1� HALL I n ---) VEND VEND REF ♦ • I ME EJ WOMEN i ' ��♦ I _ MEC� � 112 � - (---- HALL 203 *W. - , � � I I (I r �7 I� ICE ?PPM OFFI, STORAGE 8 - L—i I D O � � 128 f29i ; - A � LAUN �Y 2U e e G.0 I � ) i - 1 - L Q&YROOM� SPR/ KEH/ 0 T COFFI I L i - � _ T.� Lr iTwit - _ � � CONSULTANTS "i 14 CO _ I Mr- i IIIIi I�- 1 –u i Q�_L 1 _ _ _ = lOPEIV� �i,�� v0 III J I �J N z II- `t�%' � II �� I i Q _ II crl Cin Pia r — — — 7 I.[_-_-. .-_ ---I. -,_-.-._.-JJ - a I II i 0 F - - - - --1 ,,,,_ 1- _J � REF, li � W Lulft° N B1. FURNITURE PLAN - CREW BLDG (FOR REFERENCE ONLY) i i � � _ JT_ „ oM oo 0 oit. f.s,1 Q SCALE: 1/8"= 1=0" _ I n 1 MEN, 106 W I 0 W LLI - I- ii -� L _ J \_--- fog ( [ BREAKROOM = J Ca di 0,,,kEt C% /aft � z 0 1:X H °-f � HALL � Et � [ l( Thr ] 102 � QCb4) C 5 C J� co* --, LOBBY I i Ti_ D � � ^ F� Li. co ,,,,, .--- CA hr_ ir r _____,/ rizicc .... .....___ U :::: 7 7 B i I 1.....„A,......rix._ I i PROJECT NAME AUDITORIUM 103 0 —1 El 1 1 1 � 1 REVISION = I DATE: 02.05.07 — I CHECK PB 1 DRAWN BY: CD Q - - - - � -J - — — Q PROJECT. 206262 STORAGE 104 I m 4111 1 0 8 0 0 0 0 0 A8. 0 C2. FURNITURE PLAN - OFFICE BLDG FOR REFERENCE ONL 4; SCALE: 1/8"= 1=0" C 1 2 3 4 11111111 Copyright zoos LA'S nmam,Inc. I 1 cc'Sk9 PROP 18602PE 60644;;;-----' OREGON 4 v(/ 10. A 6 )' 9N0 kV. EXPIRES 12/31/0$ i 1 F 1 i - \ / 1 r 1 R S AFF ABOVE FINISHED FLOOR LTG UGHTING 0 0 CEILING LUMINAIRE: SURFACE, RECESSED E ® ELECTRICAL EQUIPMENT maoijo FIRE SMOKE DAMPER A AMPERE (AMP) LV LOW VOLTAGE CEILING LUMINAIRE: PENDANT MOUNTED Ct? ( WALL RECEPTACLE: SINGLE, DUPLEX, EMERGENCY, 4-PLEX ■�i 1. PANELBOARD: SURFACE, RECESSED ALT ALTERNATE MAN MASTER ANTENNA TELEVISION E o ® © © SPRINKLER SYSTEM SWITCH: FLOW, TAMPER ARCH ARCHITECT ARCHITECTURAL MCA MINIMUM CIRCUIT AMPS FO 1 WALL LUMINAIRE: SURFACE, RECESSED * ' o WALL RECEPTACLE: EMERGENCY, 4-PLEX, 4-Plex Orange CABINET. SURFACE, RECESSED ❑ / T TRANSFORMER P MANUAL FIRE ALARM STATION c) ATS AUTOMATIC TRANSFER SWITCH MCB MAIN CIRCUIT BREAKER 0--- Q-'- WALL WASHER: SURFACE, RECESSED CEILING RECEPTACLE: DUPLEX U Q SMOKE DETECTOR MAI CU E CB CIRCUIT BREAKER MCC MOTOR CONTROL CENTER ' ° ° ° TRACK WITH HEADS LOCATED @* DENOTES RECEPTACLE ABOVE COUNTER I E}? EQUIPMENT WITH GROUND X P=PHOTOELECTRIC *' A C CONDUIT MDP MAIN DISTRIBUTION PANEL L Num FLUORESCENT LUMINAIRE: SURFACE, RECESSED m SPECIAL PURPOSE OUTLET AS NOTED, EMERGENCY CURRENT TRANSFORMER (=IONIZATION �,, c P -� B CCTV CLOSED CIRCUIT TELEVISION MECH MECHANICAL I FLUORESCENT LUMINAIRE: WALL MOUNTED (b CLOCK HANGER RECEPTACLE AB=PHOTOELECTRIC WITH AUDIBLE BASE CKT CIRCUIT MLO MAIN LUGS ONLY FO I '0 FLUORESCENT LUMINAIRE: INDUSTRIAL F:4'1' M � � CABLE TRAY R=RELAY BASE, 2 AMP SPDT ,��, . . ® FLUSH IN-FLOOR OUTLET: DUPLEX, COMBINATION, SIGNAL B CLG CEIUNG MTS MANUAL TRANSFER SWITCH GROUND ROD Z = PHOTOELECTRIC DUCT DETECTOR 4+0 -CI POLE MOUNTED LIGHT PEDESTAL OUTLET: POWER, SIGNAL, COMBINATION E $ _ R CT CURRENT TRANSFORMER NIC NOT IN CONTRACT .�.� — H TOELECTRIC cb H ® DESIGNATES LIGHT ON EMERGENCY CIRCUIT S FAC IP: w VOLT METER - DN DOWN NL NIGHT LIGHT CIRCUIT ,� SURFACE E OUTLET STR DIMENSION AS SHOWN N o o METER, METER I I-IONIZATION c, E EMERG EMERGENCY PA PUBLIC ADDRESS T I-� EXIT LIGHT: CEILING, WALL (ARROWS AS SHOWN) TELEPOWER POLE, POWER, COMBINATION p PR=PHOTOELECTRIC WITH RELAY, 2 AMP SPDT T 4 EMERGENCY GENERATOR 1-1 _ EMT ELECTRIC METALLIC TUBING PE PHOTO ELECTRIC CELL - BOLLARD 0 El JUNCTION BOX ` ,� IR-IONIZATION WITH RELAY, 2 AMP SPDT V I EP EXPLOSION PROOF PF POWER FACTOR , E Qx THERMAL DETECTOR id" EMERGENCY BATTERY LIGHT: HEADS AS SHOWN E CF' C]-' DISCONNECT SWITCH: FUSED, NON—FUSED • Q WALL OUTLET: TELEPHONE, DATA WITH 1 RC=135T RATE COMPENSATED EPO EMERGENCY POWER OFF PNL PANELBOARD CAT6 CABLE R S ROR=135T FIXED/RATE OF RISE 1121 SW Salmon A EWC ELECTRIC WATER COOLER PRGS PVC RIGID GALVANIZED STEELG'� $2 WALL SWITCH: 1 POLE, 2 POLE ® � MOTOR STARTER: MAGNETIC, COMBINATION Suite 100 FA FIRE ALARM PVC POLYVINYL CHLORIDE CONDUIT 3 WALL SWITCH. 3 WAY, 4 WAY 0 MOTOR CONNECTION E WALL. OUTLET: EMERGENCY TELEPHONE A ROR2=19O'F AXED/RATE OF RISE So/ WALL SWITCH: LOW VOLTAGE, PILOT I _ Portland,OR 97205 T RA FULL LOAD AMPS PWR POWER Q © CONTACTOR, RELAY, SOLENOID 41 WALL OUTLET. COMBINATION TELEPHONE/DATA F135-135 F AXED $K $M WALL SWITCH. KEY LOCK, MOMENTARY G WITH 2 CAT6 CABLES L F190-190'F AXED Tel. 503.221.1121 I FLUOR FLUORESCENT SDP SUB-DISTRIBUTION PANEL Sot. SWITCH: MANUAL MOTOR SWITCH WITH THERMAL OVERLOAD a ® PUSH BUTTON STATION q 4 WALL OUTLET: COMBINATION TELEPHONE/DATA Fax. 503.221.2077 GA GROUND FAULT INTERRUPTER STR STARTER WITH 4 CAT6 CABLES A ® RELAY/CONTROL MODULE 0 GFCI GROUND FAULT CIRCUIT INTERRUPTER 0 U OCCUPANCY SENSOR: INFRARED, ULTRASONIC. I I I, WIRING CONCEALED IN CEIUNG OR WALL A SV SOLENOID VALVE © MONITOR MODULE, SINGLE INPUT A DESIGNATES LUMINAIRE TYPE (SEE LUMINAIRE SCHEDULE) ——I-R—--— WIRING CONCEALED IN FLOOR OR UNDERGROUND 1 • DENOTES WALL OUTLET ABOVE COUNTER N GRC GALVANIZED RIGID CONDUIT SW SWITCH ` ., i_ ® MONITOR MODULE, DUAL INPUT !- HOME RUN DESTINATION SHOWN SYSTEM M ® SYNCH MODULE S GRD GROUND TP TAMPERPROOF , 1 K9 (9 STEM CLOCK: WALL, CEIUNG 0 � e N i N HP HORSEPOWER TTB TELEPHONE TERMINAL BOARD S --o -.---• CONDUIT ELL UP, DN. KO EMERGENCY BLUE FLASHING MGHTS I MIA I DUAL SYNCH MODULE 4 0 .§8,,:-...,:-.,q&r HPS HIGH PRESSURE SODIUM TTC TELEPHONE TERMINAL CABINET CD 430 EQUIPMENT DESIGNATOR SEE SCHEDULE. HO ® SPEAKER: WALL, CEIUNG ®4 # AUDIBLE/VISUAL, I INDICATES CANDELA �". .§ HV HIGH VOLTAGE TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION Y _ OD AUDIBLE, BELL w M 1 I-0 ® VOLUME CONTROL WALL, CEIUNG w HZ HERTZ TYP TYPICAL of EXISTING TO REMAIN x # VISUAL # INDICATES CANDELA w IG ISOLATED GROUND UG UNDERGROUND M ® WALL OUTLET: COAX CABLE (CAN) A X EXISTING TO BE REMOVED E ARE ALARM CONTROL PANEL c KW KILOWATT UON UNLESS OTHERWISE NOTED O ® TIME CLOCK B FAA FIRE ALARM SIGNAL ANNUCIATOR Z .-• a KWH KILOWATT HOUR UPS UNINTERRUPTABLE POWER SUPPLY R EXISTING TO BE RELOCATED 0 w a 0 O THIS IS A STANDARD LEGEND SHEET, SOME SYMBOLS MAY i ® SURGE SUPPRESSER vz .3 ' i KV KILOVOLT V VOLTAGE "I" KVA KILOVOLT AMP VA VOLT AMPERES L ON NEW APPEAR ON THIS SHEET THAT DO NOT APPEAR ON THE DRAWINGS. 0 ti) CIRCUIT BREAKER Nac NAC POWER SUPPLY 4. KVAR KILOVOLT AMPS REACTIVE VP VAPOR PROOF 1 SHEET NOTE E bac11 DIGITAL ALARM COMMUNICATOR w S O N J LA LIGHTNING ARRESTOR W WATTS / SWITCH, FUSED SWITCH t i � ® ® AIR SAMPLING DETECTOR, AIR SAMPLING DETECTOR CONTROL o WP WEATHER PROOF E .....A BUSS O AIR SAMPUNG DETECTION PORT XFMR TRANSFORMER = AUTOMATIC SWITCH =I XFSW TRANSFER SWITCH L ,.. I 0 METER 1 ,. J .1 . i N PANEL E E SECURITY ALARM CONTROL PANEL xxac FEEDER CALLOUT ® SECURITY ALARM ANNUNCIATOR I 0 ` I HM CARD READER: WALL MOUNTED MULLION MOUNTED �"'` S q w c, ® PIN PAD i WN E ' o CC � C ® KEY PAD 0 �`"' c� Z Z U E CARD READER/PIN PAD COMBINATION W Z Q ftftft R ® ELECTRIC/MAGNETIC LOCK CONNECTION Z w OD C arc a ® HIDDEN PUSH BUTTON 0 I p m h ® DOOR MAGNETIC CONTACT Q„ ..,� cr T k ci Od 0 ICc Y I p Eli CCTV CAMERA: FIXED, PAN/TILT/ZOOM S.2 Hil AUDIO DETECTOR/LISTENING DEVICE 4■C f 1 HO-* MOTION DETECTOR: WALL, CEILING MOUNTED I;„ Q I B PROJECT NAME I I 1 1 1 1 I I REVISION b REFERENCE ONLY NOT APPROVED WITH THIS PERMIT I DATE: 02.05.07 I CHECK: FVR I DRAWN BY:: JRT PROJECT: 206262 1 ELECTRICAL LEGEND AND ABBREVIATIONS E0.0 SCALE: NONE EO .O C I 2 3 4 � k9 PROPS,n I COPPER FEEDER SCHEDULE ,4„.,�J`� kG 1 N£F V� �` 18602PE . OREGON 20A-2 2 #12 CU THWN, 1 #12 CU GRD IN 1/2"C. �• # � / l9� G�Y10, �°� ELECTRICAL ROOM 20A-3 3 #12 CU THWN, 1 #12 CU GRD IN 1/2"C. EXPIRES 12/31/0S 30A-2 2 #10 CU THWN, 1 #10 CU GRD IN 1/2"C. "MSB" R S OUTSIDE 1000 AMP BUS OUTSIDE 30A-3 3 #10 CU THWN, 1 #10 CU GRD IN 1/2"C. 120/208YV 30, 4W 40A-2 2 #8 CU THWN, 1 #10 CU GRD IN 3/4"C. 0 0 r CT 1000A 0 SECTION BUS ATS 40A-3 3 #8 CU THWN, 1 #10 CU GRD IN 3/4"C. METER 60A-2 2 #6 CU THWN, 1 #10 CU GRD IN 3/4"C. ~' 0 200A BUS 112.5KVA �, sooA Bus 60A-3 3 #6 CU THWN, 1 #10 CU GRD IN 3/4"C. UTILITY XFMR N 2o0A' 8o0A � ID ' 100A-3 3 #2 CU THWN, 1 #8 CU GRD IN 2"C. 120/208V 30, 4W 3P .� 3P .� 2 10D0A 100A 10)0A �� .) * ) * )T 100A-4 4 #2 CU THWN, 1 #8 CU GRD IN 2"C. n n r,, - 125A-3 3 #1 CU THWN, 1 #4 CU GRD IN 1 1/2"C. 1121 SW Salmon ___.1 Suite 100 125A-4 4 #1 CU THWN, 1 #4 CU GRD IN 1 1/2"C. Portland, OR 97205 '-• PNL PNL PNL PNL PNL * SPARE Tel. 503.221.1121 '•� • - A B C D AC 225A-3 3 #4/0 CU THWN, 1 #4 CU GRD IN 2 1/2"C. . Fax. 503.221.2077 0 0 0 0 0 225A-4 4 #4/0 CU THWN, 1 #4 CU GRD IN 2 1/2"C. V p] " d o1OO pi W GEN I 0 n b rnaH � w LINE TYPE LEGEND Mi4 A o NEW U EXISTING TO REMAIN .2 1 A E E - - ----- EXISTING TO BE REMOVED a 48 I 0 t:b,L 1 EXISTIN ONE-LINE way EXISTING ELECTRICAL DIAGRAM MN E0.1 SCALE: NONE EXISTING DEMAND ON MSB NET LOAD Z A. PEAK DEMAND PER PGE. NEW LOAD MINUS REMOVED LOAD. r (� 4 0 40KW ON AUGUST 2006. I'`' F., - uu 40KW KVA N 58.2 42 KVA Q ch I KVA = W N .85 PFF Q 0 f, ct Z1. KVA = 16.2 KVA k Z 0 v1 KVA = 47.06 KVA N N W Z � Qo ELECTRICAL ROOM 16.2 KVA (: 1( C9 47.06 KVA 1� - `� Z uil 10 = f (208v) ca ( 0 f (2O8v) p Fa' OUTSIDE OUTSIDE I 0 = 45A Q 04 o Q 1 0 = 130A 4i IX r,, t� 0 0 N �'. CT 1000A E Q � � 0 EXISTING DEMAND WITH ARTICLE 220.87 APPLIED. ! SECTION BUS ATS B. EXISTING SERVICE IS 1000A MAIN C.B. j i 1 i r Q METER I 0 = 40K VA x 125% = 50K VA B _ ® 200A BUS CONNECTED LOAD REMOVED FROM MSB 0 = 138.7A 112.5KVA 800A BUS UTILITY XFMR M 10)0A VOA' PNL "AC" a. 42 KVA = 117A l 1 1 120/208V 3P V)0A 1030A 10D0A V)0A/2 8V 30, 4W IF-- ) .) ) ) 125A 125A EXISTING DEMAND PLUS NET LOAD PROJECT 3P T 0 . Q I ON = 50KVA + 16.2KVA = 66.2KVA n n - I r - = 183.8A I L NEW LOADS ADDED TO MSB N �- I 225A-4 125A-4 EXISTING "MSB" RATING IS 1000A. -•� - PANEL(S) SUFFICIENT TO CARRY 183A LOAD. I I NB 8.9 KVA I PNL PNL PNL PNL PNL PNL PNL A B C D NA NC AC N A 4.3 KVA I ® ® ® ® ® ® 0 I REVISION NC 19.4 KVA LY I DATE: 02.05.07 GEN - REFERENCE 0 PNL AC 25.6 KVA NOT APPROVED WITH THIS PERMIT - - NB I CHECK: FVR N ADDED LOAD IS 58.2 KVA I DRAWN BY. JRT d PROJECT: 206262 --1 150A-41--- I 2 REVISED ELECTRICAL ONE-LINE DIAGRAM 3 ELECTRICAL LOAD SUMMARY E .1 SCALE: NONE Eo.1 SCALE: NONE ■ C 1 2 3 4 Cc��D PROF c' LNG F,P ,-„, �, 18602PE -, 0 14 9 OREGON 6 4 l �G �� 4' 9�,�44/�Y10, � �-, D R� V. II -1 }----i - - - I A EXPIRES 12/31/0S 0 SEE E 0.1 y ( I - OFFICE R S % 121 • - CE RA TOR - I - '-t 210 f� �/ MAIN SWITCH BOARD OEFI 2E OFFICE 12o " _J r . � O yr-11 _ PNL C I I ' ti ' B OFFICE a 122 ,s, EXISTING " " " ° [DATA PACK 3/4 , 1 & 2 C. I ca - `__t_ I 1! I - - - �� MEN 01:109*) y 1 1 205 w : __lI 5 - BA Y _,, REF 0 ' .- 3 PNL 'B2 I I 5 �► I t II I O 1,o ;;,- - - - - ;;, OFFICE LOCKER CREW ROOM - 1�� = ♦ 204 201 PNL 'B' '1 - I 1121 SW Salmon C _ — SURFACE MOUNTED HALL �•�I DEMO EXISTING DATA/PHONE Suite100 �..J RACEWAY Portland,OR 97205 PNL 'B1' 117 — CABLES BACK TO COMM. ROOM. co �� PNL 'AC' DO NOT REMOVE UTILITY Tel. 503.221.1121 WOM a „ , ) ,�w-_. V.../ ' �I 0 HALL CABLE AT DEMARCATION Fax .�Q3.221.2fl77 VM VM re r 1 1 LJ it � GFCT Iiiiii O . _mie I U I r— c ._-. �.k • E _ O e©► OM Q�(.42 H 1 MEI.__ —4:1. I I OFFI E I1 1 2 DF ' 626 �r�o�o HALL 0111 �1 �+ 1) ' . I 1 I 1 11 4 0 o 203 17 ( ,� _._ _ ___I 'IA _. L 00616Z— Mill a° wl 1—� I , 0 OFFICE _ ',�, w ..�,�J ' ' 202 _ I OFFICE I on M a w © © � HALL - 114 1.1.1 LAUNDRY d 11 .A 18 .�. OFFICE-- I w A 207 © O STO = _ 129 1 II 128 c I D J — — L -1 C7 v MECH/ - ( I 0 oo 0 w iii zz ><FA DRY R SPRINKLER J o ROOM 209 I .-,-v-..� ri) •,� 208 1 j 0 _ .W 3/4"C. I v N E . .., fini 1 - �. - I OFFICE �, 113 04) 0 O PNL 'A' I � R---i 7 ! 2 DEMOLITION PLAN - MAINTENANCE BLDG - ELECTRICAL - 1 1 EO.2 SCALE: 1/8" = 1'-0" I OPEN OFFICE wH Z 0/10 0 i I r 4) i -- c�. _ - _ 0_ -.- ® I SHEET NOTES ow W �, - I— .� OVEN W N I 0 _ @0 ' C1 p 14 0 DEMO RECEPTACLE, COVER, BOX, WIRES AND CONDUIT TO WHERE PRACTICAL. I E O _ ?� DEMO WIRES TO NEAREST J-BOX. REROUTE POWER TO BRANCH CIRCUIT C MEN ®MEN I CO t� DEVICES DOWN AND UP STREAM OF RECEPTACLE BEING DEMOED I = 1 f , , ' ! 106 .... Q z Z ci III LOUNGE = .•.. Ix Ca I 0 0 41 r- 2 EXISTING GFCI RECEPTACLE REMOVE AND REPLACE WITH NEW 20A, I I '`■ I 105 1, 120V RECEPTACLE 5-20R - L _ _J NJ z I 1r="1 1=(7) WIRELESS ROUTERS TO BE INSTALLED PRIOR TO REMOVING ALL EXISTING ;, O a p DATA, COMPUTER AND PHONE CABLES. FIELD VERIFY AND COORDINATE al 0 WITH OWNER AND ARCHITECT. SEE SHEET E1.0 FOR REQUIREMENTS. I _ 'FALL 1 C�„� ,,,,,,,,� �, 4 102 C) m v, Q DEMO DATA, PHONE CABLE. BOX COVER AND CONDUIT. 1 CONE LOBBY J E; iz 05 DEMO FIXTURE, FIXTURE WHIP, AND SWITCH CONDUCTORS TO FIXTURE. DEMO - 109 101 � SWITCH, BOX, COVER, CONDUIT AND CONDUCTORS TO FIXTURE. I ( I „ 0s THESE FIXTURES TO BE SPLIT FROM EXISTING SWITCHING SCHEME. I -. I I p Q FIXTURES WILL BE RELOCATED AND RE-CENTERED. COORDINATE WITH NEW - I I - WALL AND CEILING LAYOUT. B O DISCONNECT POWER AND CONTROL WIRING TO THE EXISTING EF UNITS, I' - -- `~-_ 1 1:=::: =- AND RECONNECT POWER AND CONTROL CIRCUITS TO THE NEW EF UNITS. ;1 .--z_ _ :,_ -. COORDINATED WITH MECHANICAL. _ -- i -: 08 NOT USED. ' '_ _- ® (:). ® 15 .;�,� - - ` ~ .~ }13 0 PROJECT NAME AUDITORIUM II 9 DISCONNECT POWER TO EXISTING APPLIANCE AND RECONNECT TO NEW ~�� -``-"- _- - 103 APPLIANCE. RANGE, OVEN MICROWAVE AND DISPOSAL. O0 DISCONNECT POWER TO THE EXISTING FURNACES AND RECONNECT NEW I I I I FURNACES. COORDINATE WITH MECHANICAL P — — - I 11 DEMO EXISTING CONDUITS, DISCONNECTS, IF APPLICABLE, AND FEEDER _ CIRCUIT CONDUCTORS TO EXISTING CONDENSER UNITS. +13l--0" ;I• 12 RELOCATE EXISTING COUNTER GFCI OUTLET. 40 13 RELOCATE EXISTING FIXTURE TO NEW LOCATION. I REFERENCE L REVISION ;SOT APPROVED WITH THIS PERMIT c DATE: 02.05.07 14 RELOCATE EXISTING OCCUPANCY SENSORS TO NEW LOCATION, SEE SHEET E2.0 I 15 REMOVE EXISTING DOWN LIGHTING FIXTURES, BRANCH CIRCUITS WILL BE 1 I CHECK: FVR REUSED TO PROVIDE POWER AND CONTROL TO NEW DOWN LIGHTING - FIXTURES. I DRAWN BY:: JRT DEMO EXISTING EF UNIT, DEMO CONTROL AND POWER CIRCUIT TO EF UNIT Q — - - - - - Q V,2.-7 ENTIRELY. DEMO CONDUIT, BOX, COVER AND ALL ASSOCIATED ELECTRICAL - DEVICES. I STORAGE PROJECT: 206262 1� DEMO EXISTING EF UNIT, DEMO CONTROL AND POWER CIRCUIT TO EF UNIT 104 I ENTIRELY. DEMO CONDUIT, BOX, COVER AND ALL ASSOCIATED ELECTRICAL I I _ I DEVICES. R — — — — — — — — — R 0 0 10 8 0 0 0 0 0 • 7.%.\ DEMOLITION PLAN - OFFIC BLDG - ELECTRICAL EO.2 SCALE: 1/8" = 1'-0" C MIN 1 2 NM 3 se PROP 4 G•NfF ``fo PANEL: AC OC DEVICE TYPE: Breaker ENCLOSURE: NEMA 3R MAINS( A): 200A CONTINUOUS(A): 200 PANEL: NC OC DEVICE TYPE: Breaker ENCLOSURE: NEMA 1 MAI : e � 18602E � �' MAINS( A): 125A CONT I NUOUSt A) 125 c:. '�i LOCATION: EXISTING PANEL O DEVICE FAMILY: Bolt On MOUNTING: Surface WIRING: 3-Phase 4-Wire AIC RATING( A): 22000 LOCATION: DEVICE FAMILY: Bolt On MOUNTINGS Surface WIRING: 3-Phase 4-Wire AIC RATING(A): 10000 ZP1*165----'' FED FROM: MSB VOLTAGE: 208/120 FAULT CURRENT(A) 14844 FED FROM: MSB VOLTAGE: 208/120 FAULT CURRENT( A) 9993 ****EXISTING PANEL**** OREGON CKT DESCRIPTION NOTES DEMAND VA OC PHASE OC VA DEMAND NOTES DESCRIPTION CKT CKT DESCRIPTION NOTES DEMAND VA ❑C PHASE OC VA DEMAND NOTES DESCRIPTION CKT 4 "((>. 0, A �`,) CODE AMPS P AMPS P CODE CODE AMPS P AMPS P CODE 4'Q V. Rs 1 CU-2 MOTOR 1581 30 2 A 40 2 2180 MOTOR CU-1 2 1 COUNTER COOK TOP KITCHEN 3750 45 2 A 20 1 1000 KITCHEN CONVECTION OVEN 2 EXPIRES 12/31/08 3 ' " 1581 " B " " 2180 " " 4 3 "" 3750 " B 20 1 1000 KITCHEN CONVECTION OVEN 4 5 CU-4 MOTOR 1581 30 2 C 50 2 2845 MOTOR CU-3 6 5 COUNTER GFCI RECPT RECEPTACLES 360 20 1 C 25 1 2070 KITCHEN DISPOSAL 6 7 1581 " A "" 2845 NO 8 7 COUNTER GFCI RECPT RECEPTACLES 360 20 1 A 20 1 540 RECEPTACLES COUNTER RECEPTACLE 8 R 9 CU-6 MOTOR 2845 50 2 B 40 2 1752 MOTOR CU-5 10 9 COUNTER GFCI RECPT RECEPTACLES 360 20 1 B 20 1 540 RECEPTACLES COUNTER RECEPTACLE 10 �' 11 " 2845 " C "" 1752 " 12 11 HC-1 HEATER HEATING 1000 20 2 C 20 2 1581 MOTOR CU-7 12 13 SPACE 0 0 1 A 0 1 0 SPACE 14 13 " 1000 " A " " 1581 14 15 SPACE 0 0 1 B 0 1 0 SPACE 16 15 ERV-1 & UH-1 HEATING 500 20 1 B 20 1 180 RECEPTACLES NEW RECEPTACLE 16 17 SPACE 0 0 1 C 0 1 0 SPACE 18 17 SPARE SPARE 0 20 1 C 20 1 180 RECEPTACLES NEW RECEPTACLE 18 c> 19 SPACE 0 0 1 A 0 1 0 SPACE 20 19 SPARE SPARE 0 20 1 A 20 1 250 RECEPTACLES WIRELESS ROUTER 20 21 SPACE 0 0 1 B 0 1 0 SPACE 22 21 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 22 23 SPACE 0 0 1 C 0 1 0 SPACE 24 23 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 24 25 SPACE 0 0 1 A 0 1 0 SPACE 26 25 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 26 27 SPACE 0 0 1 B 0 1 0 SPACE 28 27 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 28 ,, 29 SPACE 0 0 1 C 0 1 0 SPACE 30 29 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 30 31 SPACE 0 0 1 A 0 1 0 SPACE 32 31 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 32 cD 33 SPACE 0 0 1 B 0 1 0 SPACE 34 33 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 34 35 SPACE 0 0 1 C 0 1 0 SPACE 36 35 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 36 37 SPACE 0 0 1 A 0 1 0 SPACE 38 37 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 38 39 SPACE 0 0 1 B 0 1 0 SPACE 40 39 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 40 41 SPACE 0 0 1 C 0 1 0 SPACE 42 41 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 42 ALL CONNECTED KVA MAX PH AMPS * PHASE TOTALS VA AMPS BUS TOTALS KVA ALL CONNECTED KVA MAX PH AMPS 0 PHASE TOTALS VA AMPS BUS TOTALS KVA 1121SWSalmon TOTAL CONNECTED 25. 57 75. 1 * A-N 8196. 0 68. 2 CONNECTED 25, 57 TOTAL CONNECTED 20. 00 70. 8 * A-N 8507. 8 70. 8 CONNECTED 20. 00 Suite I00 TOTAL DEMAND 25. 57 75. 1 0 B-N 8371. 9 69. 7 DEMAND 25, 57 TOTAL DEMAND 15. 95 56. 8 * B-N 6690. 0 55. 7 DEMAND 15, 95 TOTAL DESIGN 25. 57 75, 1 0 C-N 9023. 5 75. 1 DESIGN 25. 57 TOTAL DESIGN 15. 95 56. 8 * C-N 5400, 6 45, 0 DESIGN 15, 95 Portland,OR 97205 ',• Tel. 503.221.1121 Fax. 503.221.2077 PANEL: NA OC DEVICE TYPE: Breaker ENCLOSURE: NEMA 1 MAINS( A): MLO CONTINUOUS( A): 125 D LOCATION: DEVICE FAMILY: Bolt On MOUNTING: Surface WIRING: 3-Phase 4-Wire AIC RATING( A): 10000 FED FROM: PNL NA VOLTAGE: 208/120 FAULT CURRENT(A) 2781 Li c AAA ", CKT DESCRIPTION NOTES DEMAND VA OC PHASE OC VA DEMAND NOTES DESCRIPTION CKTe:� ay (Ia v i CODE AMPS P AMPS P CODE 1 SURFACE RECEPTACLE RECEPTACLES 360 20 1 A 20 1 360 RECEPTACLES SURFACE RECEPTACLE 2 w A ._ 3 SURFACE RECEPTACLE RECEPTACLES 360 20 1 B 20 1 360 RECEPTACLES SURFACE RECEPTACLE 4 4 rz 5 SURFACE RECEPTACLE RECEPTACLES 360 20 1 C 20 1 360 RECEPTACLES SURFACE RECEPTACLE 6 L'? d 7 SURFACE RECEPTACLE RECEPTACLES 360 20 1 A 20 1 360 RECEPTACLES SURFACE RECEPTACLE 8 w -,-4 a 9 CEILING RECEPTACLE RECEPTACLES 360 20 1 B 20 1 360 RECEPTACLES SURFACE RECEPTACLE 10 'I .3 - 1 11 CEILING RECEPTACLE RECEPTACLES 360 20 1 C 20 1 360 RECEPTACLES SURFACE RECEPTACLE 12 41 E 13 SPARE SPARE 0 20 1 A 20 1 250 RECEPTACLES WIRELESS ROUTER 14 r o a >18 15 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 16 17 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 18 19 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 20 �. a 21 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 22 23 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 24 NM 25 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 26 27 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 28 29 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 30 31 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 32 33 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 34 35 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 36 37 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 38 39 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 40 10 41 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 42 lqi g: ALL CONNECTED KVA MAX PH AMPS 0 PHASE TOTALS VA AMPS BUS TOTALS KVA IX. W Q M TOTAL CONNECTED 4. 57 14. 1 * A-N 1690. 0 14. 1 CONNECTED 4. 57 C , W N TOTAL DEMAND 4. 57 14, 1 * B-N 1440, 0 12, 0 DEMAND 4. 57 0 o EX c4 TOTAL DESIGN 4. 57 14. 1 * C-N 1440. 0 12. 0 DESIGN 4. 57 Cl) a) Z V W �.1z h Z tPANEL: NB OC DEVICE TYPE: Breaker ENCLOSURE: NEMA 1 MA I NSC A): 225A CONT I NUOUSC A): 225 1Z Ul LOCATION: DEVICE FAMILY: Bolt On MOUNTING: Surface WIRING: 3-Phase 4-Wire AIC RATING( A): 10000 1Z C4 FED FROM MSB VOLTAGE: 208/120 FAULT CURRENT(A) 6808 0 C3 al ri, Q.CKT DESCRIPTION NOTES DEMAND VA OC PHASE OC VA DEMAND NOTES DESCRIPTION CKT J �: CODE AMPS P AMPS P CODE 0 m Q IZ OC N 1 NEW RECEPTACLE RECEPTACLES 180 20 1 A 20 1 180 RECEPTACLES SURFACE RECEPTACLE 2 F•° 3 NEW RECEPTACLE RECEPTACLES 360 20 1 B 20 1 180 RECEPTACLES SURFACE RECEPTACLE 4 :54, pp 5 NEW RECEPTACLE RECEPTACLES 360 20 1 C 20 1 180 RECEPTACLES SURFACE RECEPTACLE 6 latft 7 NEW RECEPTACLE RECEPTACLES 360 20 1 A 25 1 2745 MOTOR ERV-2 8 Q 9 NEW RECEPTACLE RECEPTACLES 360 20 1 B 20 1 750 RECEPTACLES WIRELESS ROUTER 10 11 NEW RECEPTACLE RECEPTACLES 360 20 1 C 20 1 0 SPARE SPARE 12 B 13 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 14 15 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 16 17 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 18 19 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 20 21 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 22 23 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 24 PROJECT NAME 25 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 26 27 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 28 29 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE - 30 I 31 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 32 33 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 34 35 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 36 I 37 SPARE SPARE 0 20 1 A 125 3 1523 NONE PNL NA 38 I 39 SPARE SPARE 0 20 1 B "" 1523 " " 40 41 SPARE SPARE 0 20 1 C NO 1523 " " 42 ALL CONNECTED KVA MAX PH AMPS 0 PHASE TOTALS VA AMPS BUS TOTALS KVA REFERENCE ONLY TOTAL CONNECTED 10. 59 42. 9 * A-N 5155. 0 42. 9 CONNECTED 10. 59 NOT APPROVED WITH THIS PERMIT TOTAL DEMAND 10. 59 42. 9 * B-N 3090. 0 25, 7 DEMAND 10. 59 1 REVISION TOTAL DESIGN 10, 59 42. 9 * C-N 2340, 0 19. 5 DESIGN 10, 59 I DATE: 02.05.07 I CHECK: FVR I DRAWN BY:: JRT PROJECT: 206262 1 ELECTRICAL PANEL SCHEDULES E3.0 SCALE: NONE E0 .3 0 1 2 3 4 .�,.., .ar,�•_ .o,,�, '‘C!';-. '1CC1,--1P.:Ik 1 G 8610NP 2P Rfl 0 Aili . A 6 4 0 cr - -71 ...-.- ..- ---, 4,40° 1 1 OIREGON MEI 1 I g g : aii, icz,,& . ' . . . , __. - - ._,..._,„.............„.,....,..._........., - ;2 c - ID_' A im■•■• . mul........... 0 EXPIRES 12/31/0a , : it. ..41) ) . • - 4) 41) I :_., ;--; 0. 4 t'' 'A 4 ' 4 t.,„ -- (3.17.1y":-RA7---ok ! : • . ..,..„,,, , ,,,,,,:.,c, 1 „ , . • 4 t!t4 = , 1 . . , 4 4 3/4 ' : 3.4p 3:4' ' - --4- r'*-- - l''' PIER R S , . , . :. 4 0 \V . . :., ,,,,,97i . . „ NB-9. ., . „ . NB-11. , . . • i . , 4 NI ;,'....44.: ..... :. ! J 1 1 1 B : , . ; . . v. „ ._ . - :- - NB-10, c.. fr,,,JH ' , . • 5.-.041!1 k.,..,/ o il 1 . .: . . : . . . , , ,.,„ \ ,---,1- ; ..:1,,./i„,,,„.® . , / ,,, • • , ,, 414 .., .... . ..- . 4 NB-12... --- 1,,,b A 11 j , '•.' 4 , . .. . . , ... , ., ... _ . . ---________ ,,..„,--„,„:-., ; ,,. 1 ,, , i , 1 11 : i . . . : ...... ilLi, li i u ,„ .g, 1 . i t It‘ l it it,4 E:tit,f NC-9. ,,7,i j j ' : , - . 41!, . . 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A8 4: „• . . : I 14 h '14 CI . , , . , . . . : , . - : :I : . : , . 41, [II ,, .._;.; ..._... ,....;,::--;--.,,,.,,,.::. ;;; 3 3 la ---- ..,,,,,, , . . , . . • : : . . ..• : , . ;ri 4 . . . . , . . . . , al 4 . , IM , . . E1.0 02 POWER AND DATA - FLOOR PLAN - CREW BLDG - ELECTRICAL SCALE 1/8" = 1'-O" , . . . , . : , : , : , ., •. . . : : :- .., .... , -.. . , . ._ .,„„....,....___ . . . , „ . . . . : . . : . . . . . , . , / 1 , 1 . 1 1 40 I . . „ . . . I , . . 4 . : ,• I :'-'''.„:i ..„ ,.': .' . I f"t :'-'F:-h , . 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COORDINATE WITH ARCHITECT AND OWNER. . , . . . ,, . , CI IA. .. ..1 k ct , , . . . . .. , ... . : 0 PROVIDE AND INSTALL ELECTRIC CORD REEL WITH (1) 5-20R RECEPTACLE ,,, km pio. (11) ifiaqp 414. ; , F'. . . : . . • . . 4 4 12. FIELD VERIFY LOCATION COORDINATE WITH OWNER AND ARCHITECT. DEVICE : . , : ; 1.,,A . . .: ei 74 . . .,- SHALL BE SUPPORTED BY BUILDING FRAME, 12" ABOVE FINISHED CEILING. . : :i , . . . .. . - , • aii. '-'' ' CX no• h. iz , :: , . : NA-10.12. 4 4 " P.: (..) PROVIDE AND INSTALL 3-CHANNEL SURFACE MOUNTED RACEWAY SIMILAR , . ,• . , . Ika. C° , , ........_ TO "HUBBELL, SUPER BASETRACK MODEL NO. PS3BX" OR EQUAL. : 4 . . ., ..... ,. - . -4: 0 . v .0 RECEPTACLES ARE FOR CONVECTION OVENS OR MICROWAVE UNITS RATED 0 ' ., .. ; ' . .._.:. . . . . . . 11,11. - 8 (I) A) .. . : . . . . 1000W AT 120V, COORDINATE WITH ARCHITECTURAL DRAWINGS FOR I i 0' . . . . c, . . , . . : . . . . ; NA-14. i MP . LOCATION AND MOUNTING HEIGHTS . . . ., . - • . .. , ...v 1 4,, li 4 ly..® . , B ® DISPOSAL MOTOR CIRCUIT AND SWITCH, LOCATED ABOVE COUNTER. , , , . , . „._L... 0 : vi +13' . . ' 4 .. .,,,,,: . , . ; ■ „ 0 PCROOVIPLDEETECOANNDDUIFTU, NBCOXOENS,ALCOSYSTEM.VERS AND CABLES REQUIRED FOR A „. ....... .„ .. , : _ . „ : . , . ,. E NEW CARD READERS TO THE . - +14' , 6. ...- : PROJECT NAME NEAREST AVAILABLE SECURITY CIRCUIT. PROVIDE DOOR CONTACTS, AND . : „ , . i.;;', ,) POWER TO DOOR STRIKES. COORDINATED WITH DOOR SUPPLIER AND . . . NA-9. 3. ; INSTALLER. 11 ; P - , , , I . 0 POWER AND DATA OUTLETS FOR WIRELESS ACCESS POINTS. INSTALL . : ABOVE CEILING PRIOR TO OTHER WORK TO ALLOW NETWORK ACCESS i . : +14' MI 0 I , DURING CONSTRUCTION. ' 4 9: 0 (I) USE EXISTING CIRCUIT FOR DRINKING FOUNTAIN I I , it 4 NA-11. A ■ 13 ip- Lt I . - + ' 4. . - . ‘.. .., I . . 0 REFERENCE ONLY ,.: 0 NOT APPROVED WITH THIS PFR MIT : . I REVISION 4 . 4 I I DATE: 02.05.07 ..- . 0 2. 7. •20, Q - : !! ., : , . - Q I CHECK: FVR > !I N.... i ,,,/ k,1- . , 7 I DRAWN BY: JRT 1 : NA-2.426:8.1 ...,„ _:.., .., EANELSA 0 . : . : : _ , i _ I .1111 PROJECT: 206262 • - , R - - - - . , _ , : - - R I 1 1 1 ... . ......„ ... „ ... .. ... _ . 0 11 ( . ;) 8 0 5 0 0 0 _ : : . ,. . : . , . , _ E 1 is 0 I 1 ...'\ POWER AND DATA - FLOOR PLAN - OFFICE BLDG - ELECTRICAL \\Ei.o/i SCALE: 1/8" = 1 -0" _......, C 111111 1 2 3 MI 4 EMI . , c,%9 PROfrfit:rn 4-1:::3; i 18602PE 14 L , . . . 0 9 . . . CI 1) 6 4 0 ...et e OREGON . "vv0 V tik\-‘ . , . . . . , . . . , :.:-.:=-4--------------------=,...= • A . : . , , , EXPIRES 12/31/08 , 1 , 0 i 0 _, _ — — — — . ! . , , . .. . .„..,,,.....,..___......... _ 1 1 R S . , . . , . . 1 1 " . . : : : . , . . , .. ,. . . . ... .. . . , : . . . , . . . . , , 1 • II ITI . , . „ . . . . ,, . ; . ,i ,,,,,-±,y_,..,,„.„, , , . . . . . . „24, ; , \.,.. . . . , , , . . ,,,>-- . , • . , : .. . . ....„.„,. -, ._. L. 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Portland, OR 97205 _ c , ; 1 /4: I , : : : --, . /1/ -;:71 . .. .. 1 1 ; v-.--/ 1 , _,,,,,- I 1 :i7/ , . :1'1' . .:„ , ---1- / : / /,„,.--- 1 . ' . - --,1/: 0 . . , . '. . . ,, 1 1„-../-1- . : . : Tel 503.221.1121 . .. . r (TYP) , , , Fax. 503.221.2077 . ! i : wohs1R,F 11 000 0 11 : : , , . . 7,", i f 1 . • . Ct . *-"--.''''''''' ''. '-'7''''33i,034,,,,,4 20j13 i ,',.--,.-...,-,3o0.ver.-,.iliik'' '""'''31kki.: , . . :- . , ' Oii i* `r : . . :?' 0 .C. F, ,, f 4 , :•i,, ; 1 -„,......., " I . .. ,.... . -44 ,_. • , , i; HO MI MI k i , , ....:;::.-, : • , : . , , _. , , . ... . ..... .. . •::,:j- ' - ....:, . ,, .,,,,, ... . , . . , . ..: ,. ,,.., 1 i i , ,„ i : . „. . ... • „........ .. ‘ Tn . , ; — AD , : .; -, — : ,,„.. :-. . ; . . , . . 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H 1 K . . . . , -'-'! fifiFfil/ , :: . , . . • ;•' . , -_-: -'-' 4.4 11 i H , . . . .9., ,, ,---,I./(i I SPR/Ma,117:1S> i : ,• . . : ._... . , = ,' : „ 4<4-t--,:,-....Aili,i1 i 1 i . . . ; . . 44 c4 8 ,---;----- 209 . . : , .. . , <42 4 6 . . , 2 A8 . ,CD, ....,„.. . . ,. . •• „..._,.._......_......_... ... ...._ .......... , i t i 1 i CO . : „.. ,. , . „ . ,....,.. _J. , r ,—: ,, 0-. ---,, _ _______I — i II 1 i \ 11 I i ..... ,4 „,,,i 1 ! ., . ; . ; ...” - .....,.„. ... : - : . . • . ,INIF le immises ,,, t•tt,'t 44 0,0 .. . 1 , •, 14 0 . .. ,• . . . , . • . . . . ,. .; . . . -,------,,,--r• :•. . . , , . . ..: . .. : .. . . . ... . , ... ., . .. . • - . . Z 2 REVISED LIGHTING - FLOOR PLAN - CREW BLDG - ELECTRICAL .. _.....„,..............„ . . ,,. , -•- ..,. ,.. . . ,_. ', , ' ,„, , ,:,,. , , i ' '.■, ■' ■,. ....,,. , , / . ,,■,,,,•, /. /,.,,,,./,..,„, II 0 , • , L CO ja: E2.0 SCALE: 1/8" = 1'-0" : .. .., . „ i: . , . .. . : . : . ,, .. , : I ! 411 , , , , . _.., : • .„... qqc II; , . ,. .„_.,...... . : . . . , . . . , .. , . . , .-, ,• --:,:;.::;,--5t 2 (:) E5 . . , E \ , , . . ,, : ! SHEET NOTES : -. . . . • i —— H: 1: Z (4) 141 ICC (9 . , . f , ...;..= .. , . .. , . . ' 1;:-13':; 11114 Ill . .. , . . . 0 PROVIDE NEW SWITCHES AND OCCUPANCY SENSORS TO THIS LOCATION. . • ::, c .! . . ., • . . „ ... , ., ,• : i 1 i 111 Z 11‘,0 ' - RE—WIRE LIGHTING BRANCH CIRCUIT TO OBTAIN CONTROL AS SHOWN. , : , :' : . .„ ... .„, ;1 CO (D Lt 16 , CZ 465 "N . , OBTAIN CIRCUIT POWER FROM EXISTING BRANCH CIRCUIT I . - • .. • . :. ,. . • L . . . • : 1 •. : • . . _ 0 FIXTURES ARE EXISTING. OCCUPANCY SENSORS ARE ALSO EXISTING, OL ... 1 k cc RELOCATED TO THIS LOCATION. RE—WIRE CIRCUIT TO OBTAIN LIGHTING I .• ' - • CI CO co ict , . • SCHEME. .„ .. . M, . ,...:.:,. .. . .._ji 3 RELOCATE EXISTING 2'X4', 3LT8, PARABOLIC FIXTURE. TIE TO LOCAL ' -- . U j t.,.. . . CO BRANCH CIRCUIT. : .... •L•. . ., . : , . : : . : . , . , „ , ,•• (IID 11"" ,:. . 0 REUSE EXISTING BRANCH CIRCUIT. . . :. . . - . . : • , c : it: 44c ,,... : , . . , : , „ . , , ., . . . . „ • . . : • k 0 EXISTING RELOCATED FIXTURE. :, .. ,..,. , .., „' • . . . • : : . . 0 • !''.:„ -,-,-"..i„,', , . . . B 0 REPLACE EXISTING RECESSED DOWNLIGH T. .. . .. 0 . , 1,,:_.„,, ,' -L Li.,:i• :•,L--: , ,,, .„., : , „ 0 INTERCEPT AND REUSE EXISTING CIRCUIT. . , .,, ,,, _. , . . ,., 1 i i I ,...4 ■...r 'T''-. A A - A A : I PROJECT NAME . , 0 0 •• 1 . , I , I N I I LUMINAIRE SCHEDULE P ______ , , : — . . . - . „ _ - , ii REFERENCE ONLY ,:. . .,.,, :; N' T APPROVED WITH THIS PERMIT 1 A EXTERIOR RECESSED REMODEL CAN . .. I 1. LAMP: TWO 42W TRIPLE—TUBE COMPACT FLUOR. . . : . . f•-, 2. BALLAST: 120VAC, ELECTRONIC, THD<107, OF LOW—TEMP. I: ' • 3. NOMINAL SIZE: 9” APERTURE X 5" DEEP. : i-ii ,.,., 4. MOUNTING: RECESSED, CEILING. .i ,,i 5. TRIM: PRISMATIC ACRYLIC LENS W/ WHITE SPLAY. . I REVISION h 1 5. SPECIAL: UL LISTED DAMP LOCATION. . iii 1....! , I DATE: 02.05.07 EMERGENCY BATTERY, OF LOW—TEMP. 1300 LUMENS, , , . • IOTA ICE-120—EM—B OR APPROVED EQUAL. .I • • ,i, 6. MANUFACTURER: SPECTRUM SGRM9H OR APPROVED EQUAL. • , , , . LLii I I CHECK: FVR ,• ! ! " JRT E3 GENERAL PURPOSE STRIP . , , , : , , , ____ 1. LAMP: TVVO 32W T8 FLUOR. Q _____„ _ —. , __,...,,,,„ ..., ...„,:,, ., , , _ ' Q I DRAWN BY: 2. BALLAST: 120VAC, ELECTRONIC, THD<10%. , • i ii 1 , . ,: , . . . - 3. NOMINAL SIZE: 48 X 4 X 2 .. . 11111111 PROJECT 206262 4. MOUNTING: SURFACE, CEILING. .I , 1 „ 5. SPECIAL: WIRE GUARD. UL LISTED. : . : : I I 6. MANUFACTURER: LITHONIA C232 OR APPROVED EQUAL. : I . . . . . , „ . , • : ■. ■ R — . r — I 1 1 ,............ . .. .. . , 0 CiLl) 10 8 — ' . 0 0 0 0 0 .._ E 2 0 ,......._ (-- 1 REVISED LIGHTING - FLOOR PLAN - OFFICE BLDG - ELECTRICAL SCALE: 1/8" = 1'—Cr ...." C 1 IMIN 2 MI 3 . MIN 4 _ , C.../ 18602PE . -r. 14 GI 9 L CI'' 6 4 0 „,,-; C .' il!'' ” ...-...— OREGON ,..,. ..." . ,,acc) ."-S Rai . , <',/,:/4 Av—,1<cc) . . A . , , . ., • . /4A, "1/V0 V Ti 1 i ; ,: , ; ! 0 . : . .,. . , . . ,...., . .. .„_„..,._ . .._., - - _ EXPIRES 12/31/0E3• i i :' ! I 0 . . , : I i 1 , . ' , •. ,, ,.... ... . ..,.. , I I , , . . R S . .. . , : • „.„ .,.....,„.,,,..„ ,.., F rFA/ R4-1 -)R ! ., : . .. . . . . . /-) ,,--, L../ ,,I ..-- i . 7 : . . . . . . , ; . , . . I : 1 . . ' . . . . . . . , E,2..,_:i.:7..!-:::::=7:::--=-7„----i___—___1_- B . . • . . .. .. - ,, ,:•77,/_ . • : , . . . . . ,.... . . ; \ / •,7,7,-,)i: ' ! i: / . . . . 7 . . . . , . . . . 4, 1 : i I / „ . c„ c . , .,,,,, , c p .c, . , . ,...,, , ', !------c`r t I - ) 1 rf , ! . . .' . . , , . . . . „ 1 1 .-----------7-2-'4' 1 — — — CI ! i ---—1 i PANEL NC. ii • :- I ._ ________ ....,...........1.,,,,,,,,_,,,,.., , .3 .. . _. ... . . . . .. . ..... .- . . rb 1 I ‘ 11 , : - - • ---- - , _ , . . , „ ,, „ , . • • , , 1 1 4 ! ':i MEN ! i . . . . . .. ' 1 i I,,,1 V il 4--,,,,,,, ! , 1::41 . , . . . -L'," : r-PANEL 62 .• : , , ; t.) - -,-; i . ..,..k. 1 i i 1 i ! : . :!!! ! !, ! ! i I ! 1 i I:1 . , t!! ! = : ) . =i! , . 'Q 1 1-----, . , - ! ! ! r!...+, ; przc; i 11 / . : 1 , 1 I f—I—V-1 , . , . --.44WW. '— .- - it. _ , . f ; :-:.•,7• ,. ,:-, 3 : ,, ,..,_.,..,,. ,,„.,,, i (tlt:LA/ ,),-"V.Tri,•9 , ki ! : . ' • .......,.....a4.1F1......,..., ir 1 r-; 1 1-111, t#) I i 1"---,„ ,..,.' a i a- s.,_ 20 I , i . . , . . '„ , I f i tol „ . 4-- 0 --P AND.. B i I : ..........„ ----3,- . , . 1 ▪r1 ; PliVA,,,;•. ,oti i 1 1 1 c . , : , . EXISTING .. • . ; ' -•.; . .. . •, ---, i,1 • , 1121 SW Salmon i 1 t----- .," ! ,,,. i i i I ; ta 1 . :,. r-------2 - ,--: : .,, , , ,,e,, ...---1 i . ._.,. ,, ; 1 i . . PNL 'AC' - Suite 100 ,.., vs.,3 i . , , 3.3 )f:,,,,,,,, = 1 ! Portland, OR 97205 ,... --33-3-33- - -3 ll AC-1.3. AC-2.4. i -:•.'--;• •si-T•17: . . ., . . . .. ., ..... ... . .... .. . ..... . . .... . ... . .„.... ., i I 1.-------.3, i./f//A 4•C•frii„,i i ; 000 ........L.—!! . -.3 ; ! I !!!!!,... ; L'L' 1/q.-„A-v -,, i 1 , , . 7:-.: . --,-, • , Tel 503.221.1121 333 -,........., )4,33! '.:-.:'--z-.:;: m35vov-, 3 ; , _ r . . . . ,ii, 'T.::', -.:13!::: 3 '3 : „ i , „, t 1 . . , . . , . .. , :c; F . 503.221.2077 ; i . . • . . 11 ri T.---7,1 t.---- , , .., I . ,; ! V\i. :1 ; i '''. ' . , , . .. . . „ ., . ,-,,,, : ,; ,#.1-p,._"-‘:_.„ # , / , -, , , ,.., , ( CU-2) . '; ''.::: '''' . , . .. . . ... . . • • \ ,,, 0 4.0-.. , ..........„, . . , . .. . ... . ,, ._. _ ._ . . , .. .. , ._.. , : r„_____. m 208V, 10: ; , '-- 20I V, 10 . .- 3WP'. - WP i 'c)._!--,, H . .s.ffl ,..-,:,, - • ........_ . . . ;., , , : 3 f i I i; MCA 19A, : -, MC 26.2A . , \ 7,,,,,,,,,,,,,,,i,.,77,,,,,,-:7-:7,7,7,7.-'.,•,',-,,,,•:_,',,-,:;,, ,--:,..,:',-Y!,,c-,,,,,, iii =,,-,- , ; , , :• ,. -••• :-:',:'..';,•"-•-.:.'1 ? , i 1 I MOP 30A '7'-'', MO! 40A; , ',..4,:•;,,,,,,,,,,,-",,,,,,..,,,,,,,,,,,,,,,,,..,,,,,,,.,,,,.,,,,,,,,,,, ,•• l-L-(1 —T 3 . ..: .,.: ANC,-5.7, AC-6.8. . . ..,..,•;3 ,,, •.4.,0,0 C..) i.T4 •di(7,s*,c4, i (ER V-1) 212 . !LL:'!! •-:,.; L! , !;! !-!!!' 0-1'''-'Z's tkoc: .,,, _,..... I . =:: : i PANEL B1 , , "-!'I OFF"Cd.42 1; . .. , . „ i . ,: ■ ! t , 204? WI 208V, 10( , 3 . • ,..,;•... i.,•:, . . ,!, .... ___............______..., -i-,2_:- ,, --- = ) -410 1111Di ,,,E3 . : . . . . . . .. . , ,„. :!: .... , ;\ „.,... , . . . i i MCA 19A CU-4 Hi- !., , . \ , 3 '10 . . bo i ifi i ittilV?V 11 i 1 17 . , 1 I MOP 30A ), : roil •'..' , .pm , 3 , .. . - '!, .,.. ..,. ' o •`--- , 1 20 I V, 10! ,...a..- 0 . , ••,..; ! ' NC-i5 : ____ : . , . - T ,-....____ ... .....,_....1 I : '"--WP - ..,.. ....„. , . . , •--) , MC. 39.2A .........................„....„....._____ ...... ..... ,_ 4 '4 , :.,.., i u K ,____,_ ,':: L. .... .. .. .. i '' /1/SECII/ i I MO' 50A: . . A :-H PANEL NB , „... ...._. . , iii p—1 i (.. ° I i ----- .----- 1 ill*,1-;,-;-,,---...,'-, n . I ; : , ---11P-1--''''' r-*-'-----,-!..„.'/:,I i ,.....,_-_, 1 SPRiNir - 0 1...4. Qt cai ; 1 , . . . ,,;,,1 i r, 2pc,,, ! , , I . „, „. .. „ . : . N 1 i ---'' '.---,,H , i L.L._ I ; . i i i 1 ; CO , ., ., , ,,,.,-.,,, . .- „., , .. , :, __ ,; c,* ,...i.62). vi• g 1 • 1 f'-'. ; I * _,...I -;#1 0 , — _ 0 NC-11,13, , , \ .1 1 i ( ? -• : 77,-..r. r.--= . • 4 0< \s u 1 _ ;oivo:• ' ...--; •e ,..,, ..,..„ I ; 208V, 10 .., . ,,,,, 20;V, 10 wp 7r, MCA 34 -•; „.., .,, .. .. . ,, q, ,, — --, I i 208V, 10 . . ,..3 .. . INN •,, ° II I : .. :. .• '■,.y.i.,.. .!. ,7,1,1,1 MCA 19A NC-1Z14. MOP 50A -- ..-•1_,' MOP 40A . . 1 i . 3 :!3; ., H f F MOP 30A #10 ... li I . . . _ . . , ... . PANEL A 14 0 . • . --. ,, : , '. -,'•. , „_. _. ,_ . , . . . . . . . . ,.. .: .. 2 MECHANICAL CONNECTIONS - ELECTRICAL . . . . . _ .. , . . . .. , ..__ _., .- . , . . , ,, .1 . , k . C) . . . .,-.., _ , --: , , :.,.: .;,.::„ „1--:-.: E3.0 SCALE 1/8” = r-0" . . -. -. ..- .„- , INB-8. ;, ' ' • - .., .. ._".. . . Cf) Iftwift . ! 0= !;• =L.--;! ! ! i ! : :=.L -- •L': . • . i ••!,,!!,! F=,!!:::•-.7:J- ma. ii,„Lti csi : -------------- .r.-- 0 0 rz: piill . .. _ . . . . 4.-- -••;,--, 3„..; ; - 3,: . ,3 • ;,,',;{.3.-3., i : i ,--. , • , • ,: , : , i!: k z en cf) „. ,,, . ... , . , , ,..„.., ., ERV-2 .. . ' L, ,'„_.....: . , . . „ - - !!.----ii 1 IF,,,,,i , . N H , „ . .•-, ,,, ii: iol , :.! i • " ,,,. ..., , . „....,..._. 120V, 10 , ,,3 3 , ,,t i,..2,..„.„..„.. i I C ) . . ._ -...• - :,331, •i '3.-3_1 , i: , ....- :i , ii; %IN. at MCA': 1-8 3A ' ' ' . - --- -- -; . ,-; ,si ,,, ... .... . .. ........ .. . . 1 : UJ MOP 20A -.--: .....1 . Z filo .' : . „ . . ....„,,,„.„ , : : i • . '-'• . ..• • . . ! 1 . . .. . , •,,,: . :.., . . . . 1 cz warl .., , . i' i .:, . . i ! 1 ! . , . ..... ....... . ......._ . ., . , .... ,..,..,... .. ,..„ i : 0 al co 'cc . . . . . ! - :, • N 0 . , e..1 W. . ' -.... , SHEET NOTES ...... ..... _ . . .... ... . . i: ,, . ...... „ . - : . . . . . , ,• , . , • I ! v ICC . 1 : : 0 RECONNECT NEW FURNACES TO EXISTING POWER RECEPTACLES. ,... . iz i ..„._ • ..,.. (0 . 1. - - - - -•, .L. ..t. ' •., . .„ .. , ... 0 REMOVE EXISTING CIRCUIT BREAKERS FROM EXISTING PANEL "AC" AND I 3., ,, .... .,.. . . ... . , PROVIDE NEW CIRCUIT BREAKERS AS NOTED AND REQUIRED. COORDINATE .3 . ,... , B Mill WITH MECHANICAL 1 i I -':'*.-i'•-, ' 3. ■. I .. ... i 11. PROJECT NAME I ! ; I , f I , ; I ' P _ __________T _ , . I!,,I REFERENCE ONIX I _.. ,..,.... i j i INT OT APPROVED WITH THIS PERyfIT . , 1 ; 1 . : . !!! I ; • 'i 1 :-44i . . 'il i 11 1 i I REVISION I I, I DATE: 02.05.07 I : 1 ! , . PANEL 'NA' I CHECK: FVR _ . . . Q — — ). . . _ _ Q --c.:..... - --- ,-;, —4 i ',.. i I ii . , I DRAWN BY: JRT . ,. • i .:-T f'",:::,, r••••!!`• i i - 4 , . PROJECT: 206262 i 1 ••' • : R — — — , _ , ; i 1i,1I_., , 1 1 . 1 i ,..._.......„ .,..... ..... . .._ 12 CI 1) 10 8 7 0 111111 411 0 • E3 .0 0. MECHANICAL CONNECTIONS - ELECTRICAL E30 SCALE: 1/8" = r-On C 1 2 Miiiiii 3 MOM 4 MEM .....r,,&■.ar......•-sv.,,,,...lay••••• ti0D PR pF�is 52302PI 5, • r' i i /� �� OREGON + ee. 8. 20° x' 4}'T NOO Expires: et ABBREVIATIONS VALVES PIPING LEGEND GENERAL NOTES 1. THESE DRAWINGS ARE DIAGRAMMATIC; THEY DO NOT SHOW EVERY OFFSET, BEND, MV AUTOMATIC AIR VENT o BALL VALVE _ TEE, OR ELBOW WHICH MAY BE REQUIRED TO INSTALL WORK IN THE SPACE AFF ABOVE FINISHED FLOOR •CW , DOMESITC COLT? WATER PROVIDED AND AVOID CONFLICTS. THE CONTRACTOR SHALL FOLLOW THE DRAWINGS S AC AIR CQNDiIIt?NING UNIT ---i,� BUTTERFLY VALVE AS CLOSELY AS IS PRACTICAL TO DO SO AND INSTALL. ADDITIONAL BENDS, ARCH ARCHITECT ARCHITECTURAL CW DOMESTIC COLD WATER BELOW GRADE OFFSETS, TEES, AND ELBOWS WHERE REQUIRED BY LOCAL CONDITIONS FROM MEASUREMENTS TAKEN AT THE SITE, SUBJECT TO APPROVAL, AND WITHOUT BA BALL VALVE BHP BRAKE HORSEPOWER S 6 � CIRCUIT SETTER ,„�, .�� .,�� ADDITIONAL COST TO THE OWNER. � n B BTU BRITISH THERMAL UNIT r, ; GAS COCK 2. PLUMBING SYSTEMS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE BTUH BRITISH THERMAL UNIT PER HOUR -- - l HW DOMESTIC HOT WATER FOLLOWING CODES: CKT CIRCUIT 4-- FLOAT VALVE 2003 IBC WITH OREGON.AMENDMENTS ,� 2003 IMC WITH OREGON AMENDMENTS CONT CONTINUATION W WASTE 2003 UPC WITH OREGON AMENDMENTS CONN CONNECTION E DMENTS CP CONDENSATE PUMP 4- TRIPLE DUTY VALVE 1111111 ■M ME MI NO ION •• •• 11111111 W WASTE BELOW GRADE 3. PROVIDE SEISMIC RESTRAINTS IN ACCORDANCE WITH MASON INDUSTRIES CW DOMESTIC COW WATER, CRY WATER "SEISMIC RESTRAINT GUIDELINES (OR SIMILARLY RECOGNIZED GUIDE) �'cr-S D DRAIN TEMPERATURE CONTROL VALVE .._. .._ ____ V VENT FOR PIPING AS FOLLOWS: DB DOWNSPOUT BOOT - DUCTILE PIPING 2-1/2" AND LARGER. n DEG DEGREES NG •NATURAL GAS, 14 IN WG, O:60 SG ALL NON- DUCTILE PIPING °M GM D IRON, PLASTIC, ETC.). DIA DIAMETER ; -, PRESSURE REGULATING VALVE - DUCTILE PIPING 1" AND LARGER CONVEYING FUEL GAS. - PIPE RACKS WHERE THE CUMULATIVE WEIGHT OF THE PIPING EXCEEDS DN DOWN 2ND NATURAL GAS, 2.0 PSI, 0.60 SG 10 LBS PER LINEAL FOOT. DWG DRAWING -RELIEF VALVE '121 SW Salmon (E) EXISTING , . 'SD STORM DRAIN 4. SEISMICALLY RESTRAIN EQUIPMENT IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS FOR SEISMIC Suite 100 ET EXPANSION TANK IMPORTANCE FACTOR 1.0. Portland, OR 97205 EFF EFFICIENCY MISCELLANEOUS CONTROLS _______ -- • FW FIRE WATER MAIN . Tel.503..22.1.1.1.21 EWC ELECTRIC WATER COOLER 5. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. Fax. 503.221.2077 EWT ENTERING WATER TEMPERATURE EXH EXHAUST 6. SANITARY AND STORM DRAIN SLOPE*: c" 5--7---S TEMPERATURE TRANSMITTER PIPE SIZES 3* AND LARGER - SLOPE LINES AT 1/8" PER FOOT . FA FROM ABOVE Q PIPE SIZES 2-1/2" AND SMALLER - SLOPE UNES AT 1/4" PER FOOT FB FROM BELOW I SOLENOID ACTUATOR * UNLESS OTHERWISE NOTED. FOB FLAT ON BOTTOM 7, THE PLUMBING CONTRACTOR SHALL EXECUTE ALL WORK SO THAT IT PROCEEDS ettf‘ 4 FOT FLAT ON TOP WITH A MINIMUM OF INTERFERENCE �f WITH OTHER T AND NORMAL FUNCTIONS . OF EXISTING FACILITIES AND SERVICES. Munro & - FT FEET MISC PIPING SYMBOLS PIPING INSULATION SCHEDULE 8. VERIFY EXACT ROUGH-IN Associates FU FIXTURE UNIT AND FINAL EQUIPMENT REQUIREMENTS IN FIELD. consulting GC GENERAL. CONTRACTOR p ; PIPE UP MINIMUM INSULATION THICKNESS (IN) FOR 9. PROVIDE FIRE SEALANT AT PENETRATIONS OF FIRE RATED ASSEMBUES; COORDINATE REQUIREMENTS (E.G., F&T engineers GPM GALLONS PER MINUTE NOMINAL PIPE DIAMETERS USED ) R RATING, ASSEMBLY DETAILS) WITH ARCHITECT AND GENERAL CONTRACTOR. GW GREASE WASTE ; D (IN) 1$678 SW Bows Ferry Rd HB HOSE 8188 PIPE DOWN 10. THE PLUMBING CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR Tualatin,Oregon 97062 AND OTHER TRADES, AU. REQUIRED OPENINGS AND EXCAVATIONS. 5,12. HP HORSEPOWER ALL REQUIRED HRW HEAT RECOVERY WATER , a PIPE DROP INSULATION RUNOUTS 1 AND 1-1 4 2-1 2 5 AND INTO OPENINGS THE STRUCTUNR�ETINNTIALIY BY THE WALLS,OF SLEEVES, CURBS BE DESIGNED fax 5{x.612.6588 CONDUCTMTY / / HS HOSE STATION SERVICE LOCATION (Btu/in)/(hr--ft-F) . UP TO 2 LESS TO 2 TO 4 6 AND PATCHING SHALL BE HELD TO A MINIMUM. - : PROJEOTAOO. 1456-01 HVAC IDEATING, V'ENTfl.ATING, AND. AIR CC►NDMONlNG 14W DOMESTIC HOT WATER ' •• , BRANCH OFF BOTTOM 11. PROVIDE DI-ELECTRIC UNIONS AT ALL DISSIMILAR METAL PIPE CONNECTIONS. . I.E. INVERT ELEVATION DOMESTIC COLD INDOORS 0.24 - 0.28 0.5 0.5 1.0 1.0 1.0 BRANCH OFF TOP WATER (CW) 12. PROVIDE PIPE MARKERS IN ACCORDANCE WITH ASME 13.1 SCHEME FOR THE CONSULTANTS IN INCHES . IDEN IRCATION OF PIPING SYSTEMS; BRADY, SETON, OR 'EQUAL • LAY LAVATORY DOMESTIC HOT WATER INDOORS 024 - 0.28 0.5 1.0 1.0 1.5 1.5 13. NOT ALL CLOUTS ARE SHOWN; CONTRACTOR IS RESPONSIBLE FOR PROVIDING MANUF MANUFACTURER C-----c, PIPE RISE OR DROP (HW) CLEANOUTS IN ACCORDANCE WITH THE OSPC; COORDINATE LOCATIONS OF MAX MAXIMUM Z . MECH MECHANICAL CONTRACTOR c le. � �S PL U - CLF�N�?Ul"S WITH WITH GC N/flGC/OWNER IRESEI�AT# PETE G MIN MINIMUM * 0 MBH THOUSAND BRITISH THERMAL UNITS PER HOUR (3 D 4 PIPE REDUCER MS MOP SINK NOTES: (N) NEW 1. RUNOUTS REFERENCED ABOVE NOT TO EXCEED 12 FEET IN LENGTH. NC NORMALLY CLOSED 1 <NG IIATURAL.GAS > PRESSURE GAUGE 2. PIPE INSULATION TO INCLUDE ALL-PURPOSE FACTORY BONDED VAPOR BARRIER JACKET. PROVIDE INSULATION AND INSULATION COVERS lWh NO NUMBER NORMALLY OPEN (Z£SIT1 2000 OR f�QUA1. FOR I``R AGS. R I k z 0 ' OD OVERFLOW DRAIN S e) PUMP Qo ON OVERFLOW NOZZLE i c b PG PROPANE GAS 1-:,,I , STRAINER ., PMP PUMP p n: .0 0. PRV PRESSURE REDUCING VALVE THERMOMETER. RAG SQUARE , HUGE PLUMBING FIXTURE SCHEDULE 1 Q .a � PV PROCESS VENT CW SUPPLY HW SUPPLY WASTE VENT OPSC '`"� `'g' A; _� PW PROCESS WASTE �'�"""-"�� PIPING BELOW FLOOR CO � „� c FIXTURE TYPE CONN. BRANCH CONN. BRANCH CONN. BRANCH BRANCH MAX FLOW DESIGN BASIS QUAN QUANTITY ` ,�AAV c 1 WATER CLOSET 1/2" 3/�4" 4" 3" 2" 1:6 AMERICAN STANDARD MADERA TOILET 3043.102, FLOOR-MtI NTED, i - -- o R RADIUS , , AUTOMATIC AIR VENT ACCESSIBLE GPF ADA COMPLIANT HEIGHT ELONGATED t%* EL E BOWL, SLOAN FLUSH VALVE WITH DUAL LIr c RD ROOF DRAIN FILTERED BYPASS, WHITE;. BEMIS 1955C WHITE SEAT. 144% RPBP REDUCED PRESSURE BACKFLOW PREVENTER r, VACUUM BRIER - - WS -1 . WALL MOUNTED 1/2" 3/4"" 1/2" 3/4"" 1--1 2" 1--1 2" 1-1 2" 6.6 • E.#SAY foz--RPM REVOL..0 IONS PER rA7 2o. 14 GA TYPE 304 STAlI�L1=SS ST£E� WITH WALT.. S TS " 0. S SINK WASH STATION GPM THREE ELKAY L.K393ABHfi MIXING FAUCETS WITH 6" WRIST BLADE HANDLES m SZ SIZE MOTOR (3x2.2) SWING GOOSENECK SPOUT; VANDAL RESISTANT TEMP TEMPERATURE _ • PERFORATED GRID DRAIN AND STAINLESS STEEL TAILPIECE $ TPV TRAP PRIMER VALVE oa FLOOR DRAIN L-1 WALL-MOUNTED 3/8" 1/2" 3/8" 1/2" ` 1-1/4" 1-1/2" 1-1/2" 2.2 AMERICAN STANDARD 0355.012, SELF--RIMMING WITH FAUCET HOLES i TYP TYPICAL LAVATORY GPM 4" O.C., AMERICAN STANDARD 2385.000 FAUCET WITH TEMPERATURE V/P/H VOLTS, PHASE, HERTZ FLOOR SINK (HALF GRATE SHOWN) ACCESSIBLE . , LIMIT' STOP <110 DEG F), GRID DRAIN, INSULATED TRAP, , .2 W SANITARY WASTE " , " " " , " _ 2" " INSULATED SUPPLIES, SUPPLY STOPS. PROJECT NAME a WC WATER CLOSET, WATER COLUMN S--1 STAINLESS STEEL 1/2" 3/4" 1/2" 3/4" 1-1/2 2 1-1/2 2.5 ELKAY LRAD-2022 STAINLESS STEEL SINK, SINGLE BOWL; 6" BOWL DEPTH FCO () FLOOR CLEANOUT . KITCHEN SINK GPM ; WITH AMERICAN STANDARD 4205.000 FAUCET, WITH INSULATED TRAP,•E lICD WALL CLEAN OUT WH WATER HEATER SINGLE BOWL SUPPLIES, AND SUPPLY STOPS. NOT APPROVE I 5 WHA. WATER HAMMER ARRESTER YCO YARD CLEANOUT ACCESSIBLE I'D WITH THIS, PERMIT WPD WATER PRESSURE DROP MS-1 . MOP SINK 1/2" 3/4" . 1/2" 3/4" 3" 3" 1-1/2" , fi3M 24x24x 1 O MUSTEE MOP SINK WITI-! THE FOLLOWING ACCESSORIES: V YCO YARD CLEAN OUT WCO 04 WALL CLEANOUT HOSE HOLDER, MOP HANGER, BUMPER GUARDS, WALL GUARDS; I ii ri CHICAGO FAUCET 897-CP, WALL MOUNTED SERVICE SINK FAUCET WITH I ., pc� gB LEVER HANDLES, VACUUM BREAKER SPOUT, PAIL HOOK, AND WALL BRACE. I i < PROVIDE MODEL NUMBERS INDICATED, OR EQUIVALENT. ! / I REVISION. 9 WATER HAMMER (WHA) B t.DATE: -02- .07 1 + POINT OF CONNECTION i I CHECK: DRM Ai ---- FIXTURE POINT OF CONNECTION ' PLUMBING EQUIPMENT REQUIRING ELECTRICAL POWER I DRAWN BY E TAG CW SUPPLY HW SUPPLY WASTE VENT ELECTRICAL IP; . NO. DESCRIPTION _ DESIGN BASIS CONN. _ BRANCH CONN. BRANCH, CONN. BRANCH BRANCH AMPS HP VOLTAGE NOTES 4 EWC-1 ELECTRIC WATER COOLER HAWS HWBFA8L.VRC 1 2" 1 2" 1 2" 1 2" 1-1 4" 1-1, 2" 1-1 2" 4.5 - 115 1, 2 PROJECT: 206262 1 r§ PLUMBING LEGEND NOTES; & COVER SHEET 1. -VERIFY ELECTRICAL. VOLTAGE PRIOR TO•PLACING ORDER. 0 2. ADA ACCESSIBLE a m ..P.. 0 E. 11 PLO i 3 . _ Copyright 0 2OO5 WS Architects.Inc. - . ------ . - ---....,— .-...., 0.0 P R Ope, 1 i 1 L________ \,,,, . c:1,. ‘e.„‘‘. s•P .$4 , 44, 52302PE 7, i cc, i ,/.4 i 6 - - ---1 - ao i:::::— E—L— ----- ----- L__ — [ \ 71- I F--1 - ----1 4.0"4'49. 8, 2(ezI" i V)FD/ N,E)FD 1 , i 0 ---. . , ''\ 1 I GENERAL NOTES 44, „ot734' 1 1 0 0 Aii. _Expires: r3d a 1 1 \ A. SEE GENERAL PLUMBING NOTES ON DRAWING PLO. i \ rk; Fi (02w sal-Aii--, 1 . .... Mg IMMO WM AIM WW1 litINTI;67 1111141.."t2"117;Mc RIF' Y i i_. r-----\ r\ T- ( 1 di ) 1 t \-1°-I, PI., ',. ___ _( •11-P-7 r ---"x7 x x' ....._-_,. 2. (D)1_1/2N OR KEYED NOTES _ R. S T 1 '1 MEN ,---, RA H I \ - 1k )L 1 111* ‘.," , ..., il I .- - - ".....„ f(r) REMOVE (E) PLUMBING FIXTURE AND PIPING BACK TO WALL AND N -----CD 205 Kii ) --, °26 , i I FLOOR FOR RECONNECTION TO NEW RXTURES. SEE DRAWING PL1. —1-- li 1 4 1 HI ,...._ _, ,.... ------'' _. ( / I 1 i \- ---5>,fd) I \ /_-r__r_::zrp,,,--- - y - , -,-,...4 , . ,\_ , 1 , (2) REMOVE (E) PLUMBING FIXTURE AND PIPING BACK TO WALL AND c. . FLOOR. CAP PIPING BEHIND WALL OR BELOW FLOOR. r i *at. REF i -*. - 1rd cz>----'\- - --- ticl , , \-- jf ..,..., t-c?,-7 , -_-:).. (D DEMOUSH (0 PLUMBING VENT BACK TO 1-1/2" HORIZONTAL -- CREW ROOM _ ._ _ _ _ _ __,-ii_u___I..±..:-.----_-_-_-_-1 , , VENT. i... ' i 9 LOCKER 4.- - --- - -10- --w- - - -- - - --1 ,...s. __/ 204 201 41011. .1 s, STORAG E k HALL Li- - - \ E)1_1/2-nv OR ±0, I _ r I I I I 18 \ 1 II 28 ---,-. - (E)2N ,-- i . ) - / "y_a_ 1 :5)- — — - -1711._ — - - „,.,........ — 1 1 T= = i .1E)2"W i 1-- (02"V I G\\ I fm —" 1 ------- I 1 (E)4"VTR vv oa Ar I \ I 1— — li- - -:"I;11 I L____ I I 1 t,) . (02"v (I . _____) mi 111 ‘....., ......,. i 1.- -- --- -t iii — -1 o / l ,,i-,.. i _IL_ --4r----41_. ____,J.L.J - - ( II 1 :) I 1121 SW Sabp,on Suite 100 I I , ... — .. t), , ---,,---- 1 p R ,4 _ _,_ — i (E)3"W — L il --1.... ,I -1- — -1 I 1 — _ :_ _ ___ _ (f2rW— — — ' ti ___ _ \.._ ...../ Portland,OR 97205 i TeL\ , vm, ....j I 1 1 Hi \ i t-------1 I co --4,- I 1 1 1 11 \ 1 i ! 1 \ Fax. 503.221.2077 . I Li_ \ \ 1 1 ii \ ___il i _ ____I OiFFICE ' n .(E)FD ---- L____1 _- _ ....1.- ....0 E. :.:_ _ _ _ _ _1_ "---i +I \\NN, hi: °"" aiN - 1 I I I Dr . - I -1,--.1--------, , --, 1 ( II ) 1 1 . , --1 \,_ __/ ii 77--/- HALL „...... „ 7 1 H _. Munro & Associates L_____,__i 203 ( I 1 ) consulting ILA_ IT- OFFICE I . engineers :. 1116711SWBoonesfenylid _____L ------ 7 202 I 1 — Tualatin,Oregon 97062 i ‘. r WASTE & VENT PLAN LAUNi • y , \'- Nall OFFICE BUILDING - NORTH - DEMOLITION .: tel 503,812.6500 lax503.1312AE418 ' 21 _______ .„.„. AMA_PROJECT NO, 145541 . _ _ ______ I r — , • 1_7 _ ...--=...-=•••= - \\,..• P(2 Id SCALE 1/4" = 1'—‘3" 111111 CONSULTANTS ". -- -1 viti4%. i 0 CHI ..,.. ro (E)FD„,-----/' i at A 2 0 :QM ..... RI ' LER . ;In rn-j-F-- i a 14.1 I.' 2 - .4— — — — .e. . .29 4 209 72- I ____________ .. a . _ _ _ .... , o iftz, \ ., \ I IT \ .1., Icc Liu ro) WASTE & VENT PLAN ---, I.__ t------ 1 trn / 0)1. / v . , 0 ____ : '' 'N .1-. CREW BUILDING - DEMOLITION r czN , , - - -, / ,..„, -11 _ E p PL2.1 d SCALE 1/4" = 1'-0* -c., .-3.I I , -7/ \\ 1._.-----7 11\ i imie, Z iii 1 i( w} ) -- e 7- -< 9 ) wmal . Z 14 1 ) 1 ' i ,41 . -- 1 I / -7 t ji --------1 , wesi CI al n- I 's-r (.. 1,i ------1 : IN ,.. ,...,,t! 1 L...... _ .... H 2 I r- \ 1:' 141.4 04 NI, Ill ' 3 ) 7- u-' ---------\ , \\1 ) ' -CI 1713 Ici -1-- fi I ....., , \ , • gi :1. - .... +-- aii 2 1 -...1 I io-2------.)------ 4.....7------------(02-w .42 re -* *---- -----j-E------7: .: it tt .rtz it . cp I I I 1 c 'CC t_LU 1"a % i ...... r--1 --____T „ _____t—)„, K----1 II I ....1 i , (04„.....„ i(E 2 V \ \\ li 2; ig ill:C ..., I IC REFil ,,,, / ( (11_ ' ) 1 1 , ---:± i . , . ---- \----.A co ...,----- ,......._ i . . e_....., 16. I E _ _ ...... 4%I7.f-..:Th iie i \. 1 ': a MEN T - -1 , mr -. . - I (04"1/1-13 1 ill'\ i i ______.T...... I ""'"--- r — I a I 1 ' -'-' I 111111 PROJECT NAME .3 — I iv) ( ,' ,10 c? I /,---' I \\_cil,./ z.-.-.......-, 1 A I ,r- ---M ) I 1 1 7- •Th 7.-----I-) roL°. i LOUNGE I I in-N\ REFERENCE ONLY ' \\\, i( 2 )1 \-- J ( \ K 2 ---1/ 1-- 10,5 'NOT APPROVED WIT]I THIS PERMIT a i V • ..., 7 Li I-0 1 1 ..., 0 Li, • f --,...,„ i < \ i . HALL ,,---n \\ 7- li i REVISION 1.) 102 i —17..."-------,===—. 40 1 DATE: -02.05.07 , I.. 11.2. I r _ _ —_, ___ f--- ------ — _ --- 4:4 _______ ____ __ — $ I CHECK: ORM I DRAWN BY: E 4 WASTE & VENT PLAN ali PROJECT: 206262 . 1 OFFICE BUILDING - SOUTH - DEMOLITION WASTE&VENT PLAN • AN \s.• 4)12.11 SCALE: 1/4" = 1'-0 DEMOLITION Ei. “ . 1,,',..i ii 0 ..., 40 -0 cc , li 2' 0 5' 10' PL211 d 1/4"=11-0” latiorirmusETTniummi am CoPYright 0 2005 LRS Architects,Inc ( to PR OFFS„ 447, 0 1 1 44-0f-AkV e 4 (E)CO REu©N UR "I.'N'isr4 L .I t-_,. 'I j j I _________„ :CZ 454:4* 8, 213eNC3.0,1/ L I "_. i GENERAL NOTES I 5 _ - c3a c . 1 — _ .__ Expires: A. SEE GENERAL PLOMBING NOTES ON DRAWING PLO. ,� B. SEE PLUMBING RXT SC- IEOULE FOR BAH LINE AND -- - -' CONNECTION SIZES. 1 )FD )FD/ ,, Alt C. SLOPE TOR SANITARY AND -STORM SINE'S, UNLESS NO1 tO: 1 `'� ' " PIPE SIZES 3" AND LARGER: 1/8" PER FOOT _ R S I h- Q'1\ ,..-1- / st .� W _ M__ �_ �_ _� �_.�w __._�� _� PIPE SIZES 2-1/2" AND SMALLER: 1/4" PER FOOT (E)2„W ..� ) 1, w k - :.,....� .. D. 11 RT LEVA1'i�1S 1. . 11dI�ICATE� #�E1 E#C£O TO ~~~- Y _i, '� �' CCxxxx FINISHED HEIGHT OF xxxx FEET. FIELD VERIFY. _. -- E DF �] tI J1 t �- �- -- _ _ �;. •• �.. �.. .. a.., ,�.� {E)2 V� � E. PLUMBING VENTS SHALL BE A MINIMUM OF 10 FEET AWAY FROM TI., MEN �� r 1, (E OFD OUTSIDE AIR INTAKES. Y` ALL CLEANOUTS ARE SHOWN; CONTRACTOR IS RESPONSIBLE . 1 205 .` +► . -----w: . . �., tit S IN WITH 1#1E � , �r � * 1 � '� , �'� . , .;:c� � COORDINATE LOCATIONS OF CLEANOUTS WITH GC/OWNER j . �� ,! j . �� REPRESENTATIVE. �• 1 I ] � + G. PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS, UNLESS i RED - _.W�_� r _ _�� "1�1 _.._..__ _. N I L---- - I OTHERWISE NOTED. ca ... ......_.....-.w...._....-- ,. �--- I ..._. .. `WIMP' ? mi . :: -I .1L PROVIDE F 5TOPPPN.G, .SLEEVES, AND .,EALANT.S AT FLOOR, . I j(E)11/2"V ,N =) r_____ WALL, AND CEILING PENETRATIONS; COORDINATE LOCATIONS WITH I LOCKER 1 I - I ROVIDE NEW HEEL PROOF .....,-,, (i) GC. (E)1_1/2"V i I I POL . �. 1 I A S�9870-4 2 0 EQUAL .. - �E�2 v � (E)1-1,/2 v o OR EQ AL. �,..1 - _ _ _ _ VERB{ DIMENSIONS j (E)4"W - i:121 SW-Salmon - .✓' I IN THE FIELD I t , HALL i Suite 100 E 2"v ► i 7R75 -(:} '" (E)2"V I. I _.,,,, (E)4 vTR 128 1 } Fax. 503.221.2 77 I I (E)3"W t (E)2"W -1 i I no. 77} . . m —_—__ 1,7 — ”" —NI _____ ____ T . . .. ..e _ L ______ __ _____ L . _____7_ i 1 #14114Arit I 0 \\ 'an W_____IgNI IA l'am al" i"' wa' .."7 L._ I 1(E)FD __.. - i i I Munro & EC — —4. I 4 consulting I { I . /7----- I I HALL r__Ir. iL. j I Tualatin,Oregon 97062 1 203 i I tel 503.612. I OFF/C,I transize588 _____E . ,..L. 4_________ 20! Ait&A PROJECT/dal-456-M , '-..— i ii_____..............T.,...,......................] VENT CONSULTANTS \\*,, i i LAUND �► -- WASTE & ENT PLAN i 2#7-- 2 O ' ICE BUILDING - NOR TH 1 p PL2.1 SCALE 1/4* = 1'-0" 1 f______ I 0 I . ai _ ,3771 I — i CHI .1 0 a 0 1 (E FD�,r''-�' ; r ' '',,L j::, I .�_ ,� . , .�_ �. ::TLr . . �. . 209 icC , 'I (E)2 ,, i �', :; N 0 1±1-- _ —_ _ ,i, __I --- -- ---( E ) k z ,,„ . . z , \ �� .ILI IR C) %\,,___ at ..Z 0 X d -43.,.. ta it a. ri, z 0 i -**8, irk Ikea ra cis WASTE & VENT PLAN 14. '`4 k c I.s i a, N\'k CREWBUILDING Fr- _ t�I o, ��\ . PL2.1 SCALE: 1/4" = 1'-0" ---1 ,I / 1.... ..., ._ _ -, I N ' �y L.,,,,/ ... co ?Its_-- frWH )I Et ? •. CONNECT (N)3"W TO (E)4"W I /I BELOW GRADE. o � 1, ( , Q I -' 1Q_. . • ` ` ` 1 ( I (, 1 $ I _ _ 1— 1 1 d- C -C NNNECCT (N)1-1/2"V TO V -(Ni d � �...� � ! � � w -`-,, � (E)2"V. � PROJECT NAME I .w 1 1\..� t - , tea, 412 I 1 ., ' (E)2°>W __ ._.�.� F N . �/� .__.. ..� ,. as — -4 as air aw ar ass.E wog ra a aery� w� a F , APPROVED I'C'I I I LES t� RMI cb p 1© ... .(E)4»W (E)2„v \\\ 11 L.„--- RE 'I .� I ,, I ; \\,, III 1------” I II I a--- ....4 I n E)1-1/2"V I ! op ___J t id MEN , --._` I I i I 1 E 4"Vf R I I REVISION _.... _ - _._......._ j j I ---'� j I ; DATE: -02:06.=0 ' E— .� . I � i L. (7j I `' I I ►' ' I j [T= CHECK: DRM . ,� C--21 / 1_ . . 105 t DRAWN BY i L \.\\' , ..L___ (-)T °: •—..*-- ...._..I ...__.....�.,....._..__.__.__ ... _._ .. _ _.. J 206 w Ilk 1 1 i --- WASTE& VENT N Q WASTE E & VENT PLAN _ ?.. . .� .`\`fit\�N\ - 3 OFFICE BUILDING SOUTH 0 . I W PL2.1 . SCALE: 1/4" . 1'--0" ; li PL21 I 2' 0 5' 9 U' s 2 1 f4„=11_01, ow Cop}night 0 2005 LRS Architects,Inc. .__ ' ' --. vki,i) P R Oppn ..C.(('' GI N . i 1 - 1 0 c„.`? ,N. , ___ _ i._____ ---L......_.__, ,...___.f-- ____ * 1--- I it* , / EoHB H_______ N / 7 ,---, , . t/ I ..-1 .7...v,,. n H, : I 2 CW 1 ------ - , ____ _ . , , \1 i__. 3/4" ,. 1 D i ,----,,, 1 it \ r- ---\ i .4 A,7, / ;283 E00.G2 0..P NE,qr t:Iir : 'e 1 f. 8, t) ..-. , ill I-- '/// r -- - - - --1.-.174-1-1-7-111 2"CW I CWH ) -1 2"CW iL O _ ....eits: . .• - r. 3 i ----‹ 9 ) ...v.-it s() :.,,. pink- - - - -- linsaii- \ i L... _..4..ii uu 4 Ii, 74:_ ,,,, , \... ......„ . _.„ '"ow ; ir 7-1 _ --r- - - ----I 1---- , 1 I ct -"--- - i _I ir r- ---\, 1 / ---\ 1r.,_,,im ,, ---'I- .._ IN ( 11 ) ) ( 3 ) - i ------ \ MEN - \....._I , r- -Th, ,.....-/ GENERAL NOTES 1111 : - R, S , , C 1 205 . .( 1 I ,\) 0 _ _ A. SEE GENERAL PLUMBING NOTES ON DRAWING PLO. 11 C 3/4"CW C I kli , 11 °iii-F71 ) / 1 1 1-1 • REF' ,I .\, , f. ... [-REri 1 / ,,,,,,/ (-- I =.4 ) I i x 1 \ I - _____:-= i z KEYED NOTES *. 1 te) ----) [-- CREW/ R00111 , t______----- -",. ,ji›..____,, r- I ---, \ --) N,-..„.„..1 v., 0 1, ,IQC\III C 1 LOCKER , . ( „, J1/014 - k- _ .. . (D REMOVE (E) PLUMBING FIXTURE AND PIPING BACK TO WALL AND ,..„ 1-1/4"CW i . FLOOR FOR RECONNECTION TO NEW FIXTURE SEE DRAWING Ill - I 204 I 20 L MEN -1_, I 1 -- 1,, ti` I 1 C , - . /-71 (E)u ,--- - - -- - ""*-":-........"."7""-"""" ------------/87------t -7_, 1 I, CZ) REMOVE (E) PLUMBING FIXTURE AND PIPING BACK TO WALL AND cb L_ _ _ _ Ti _J I 3/4"cw i . I/ ' ) FLOOR. CAP PIPING BEHIND WALL OR BELOW FLOOR. D 11, _a043 1 , ' ,.= 7.1,-.1 r-----i ,- -,,, .--- I 1_____.i ' - ,.........,- , , \ i- - - , 1 r---- 1 1 II '''\ \\ ,, \ (I ) i /...... _., 3/4"CW ,---• 1 1401 j) ill \I\ \ ) C 7 2 ) ---- c / "HW 7 i 11Q:. ---1 r-t. \ , N \..... .....,/ 1 \....„, ......./ C ,E V WOMI t Er i \ ______L___I L_______L_______47 ..... ... 1 3/4"cw ! 6) . _- 1 [ ILIII ) 1121 SW Salmon _1- --1 '------- -, fit Pr __., - - --Ivm , , , n- ---, ,..„ rf I-, Suite 100 Portland, OR 97205 ,... C 4.1 i I 11 III (D)3/4CW , --,,, \ Tel 503.221.1121 C 1 I i ' iix X \ X , , ,\_ I I .4 .# I \ Fax. 503.221.2077 E .1- 7..._ 7_1- --__ -- _ . 1 i i 1 L-...- -__ J . „At 3 WATER - OFFICE BUILDING - SOUTH - DEMOLITION -11 -I Tr.--- DF -F',7-- r --P\ ' '' PL3.1d SCALE: 1/4" = 1'-0" i - ..._,.- . ! 11 ) HALL , 7 --\ ' 203 ( ii ) r_ _.. Associates ____= M OFFICE -,„,,\ consulting - - _ ____17=-',_1,___ (1:i'l (.4-1:L) 6) . engineers , I T x-,- -,, 202 jd .. ,, , , . 18678 SW Bowes Ferry Rd 7 '. ----11 ----F-1 7c.4- -.,, to i \ -,...........3=`, "="2" `(,:s.„7,) Tualatin,Oregon 97062 . 1 1 . 7 li LAUNDRY 11 i 7- ,, tel 503.612.6500 \ N-‘-----rk c SI 207di It .- I i 1 ii- 13-r11 3 4"HW / L___ _ IMINNIMM. , .1 _ii 7,.. s'..;ENFRA TOR „ , \,,,• N. .. fax 503.612.6588 M&A PROJECT NO. 1456-01 3/4"CW la L-I 11 i i 4 H ,. _, 4......, _ _ „_ .....,.........r. aml CONSULTANTS , 4-1 I L __I- Allow .14r ........titi 1 „,, i N ) • -- ,,---' : 1--1 404 si ROOM ------i ,,, 4,, ED , , VVI -r------ ,, RI .,,,,.-, R r"... &A Y I-...) .25 1 •( e I r''''7. I 208 1 Z ______ __L___________ _ _, 09 Lock.,,,..1 i C.,PET'P001" l' *-'' *-* *-*. * : 1:::: :: 44: I (E)H8 1,5-74.T0,1 `,.... L...,... , t, \ I I TO 1-1/2" WATER METER , „,, ,, la !--- 2., 1 i - - 1\ -.1 1 if! \', !I .. --2"..F1... it t 7:a.' III , C':i 1 (i), ri...... ..., it vcx uai I N,,,,.„ , . HALL _ :-C3 Cii) ^"i,...: 7 , .r.„ DISCONNECT (ONG FROM rr aFT,',5 I FURNACE TO BE DEMOLISHED. 4. 141 N 0 0 (4 p'zii r_______ LAINOTT 1 I L ,... ' - - i i CI, Ill k z 0 ch .„------l_,aL j-,-„.,4 _1 , .. '''• N 1 WATER - CREW BUILDING - DEMOLITION 1 .....s.--,---.., - R-2,,.., ,,,,,,,. --st- i--,„. , - , J --i -i„,"-r---- .\_------,-:-/ ....., cx I 0 . , , 1 v PL3.1d SCALE: 1/4" = 1'-0" (E)1" 2#NG FROM BELOW GRADE )i I li 1-. UP IN MECH/SPRINKLER 209 pe, CO (D tt 1:t .., C, a. 61'4) (1 )ii (E)3/4" 2//NC FROM GAS METER cs.,;,) (;) s 1 :,' ) ,,,,,_ 0 C) TO BELOW GRADE .fi, I 11 t 7 [Li 1 1 ill /-__ .........r_........„.... .--i c„0 (E)3/4"cw 11 i '. _ _ 1 i _ - cl cc) 4, ,gc L___________ Fla C * it it ,,, I • Et it rza. s-D _ __ 80 .......`=3- 1 I 1 II (2) 1 Iftft t, OrrICE li OF,--tCe 1 4tX W ot", c f- --\ 11 i I 71.1• tz- 1. .... ,..."--:,' '''" t --_-:-.........----= (03/4"CW AT `,/, 1 I ) I 'il ' CI 11*- 1 1 I , (ID i X NEW WALL OPENING ilz: occ -,' \...... ,.../ 1 1 „F„ ,:- , II 1 \N, (D)3/4"CW ABOVE 1 I ,_:....„.....;74......., _„.. ........ __ ------------ „,,,i1.1 CEILING. CAP AT I 1 ,-,,D iii L T.„..44 ill ii I EL.:,.,,,,f-' I I '1 ,,, i ______---------i= I _ it_ j 1 _ Jr bli 1[,."-:.:1==----_____ _-21111H-t_31 '-r-- ' 71 11 i lcd WO CONN. TO (E)2"CW. 1 I - - of,,-E- E._ - - II ----- ;:-4- ''''' ' 1 ' , MEN c.',.‘.> i.„:, \. ..1 II _ 1 1- '. \ iii 11 (r-4-\\ 1 efR __ ,,,c ..._, 1 % \ 1 irrn - 11 1 i c T 11 L__i____ ,.:......... j ,,,,---, ......,1„ .„,, __,.....„____„, HAL_ ‘21' il --- •11,, '' --A 4:----- "'at- -2,--1 ,i f, F"t"" .-•.* " _ [ill 11111111 PROJECT NAME 0 \,,,,,j . ..._1_......' ...1 i f'-' ,1 --,, T*.wir'- ----1-- I.,:.,,,:.,,,,... of:147,-F I / (E)3/4"2/ING FROM BELOW : • , .,. , , ..r-- - ' II /- --\ a.' . IL---4.-------\\-4°1-\ i ()1 ----= = - == --v- ' '‘ 1 0 ) i ini ' ' ..,-: _„,,.., ,,,...! i! / 4 I 0 \ I - - # '---. :: -114\--- 0 ---1 ilir alAi _It'177<izll 1 iii1121414.! 4,at of _? it- i, , li Orf-V, / i '■ ) GRADE; ENTEARTS LOW 1:-.1 ! REFERENCE, ONLY1 a A% , ito i „ 1.1 -, 7,.., ,..... I....9 LII NT OT AP 11 R OV ET) VETH '11 HS PER /111' I: gelA P , 1\- - - H ' _ I , 2 CW ' (5^(:).-----' -- [- i'll , -------- ' 11 itn-' ......_,,,-, 1 1, I, 1 8 1 2"C "- = 11 _ _ „...... _ ., .,,,,, , i i - ri M - • , I ---1 - ' i ,,,,./,..„ . .002 ........ i , 1....„...0' ,,,-; \-, 'It 1 26 „..._ i . ...,.-,.. ---1 ' , ,,,,, 1 I 7 DISCONNECT (E)NG FROM ' -- ,.. ,-. . . 1 .. I ..,0 I I 1 rr 't--- == .1 ; (----'‘\ r- ---\ ''''--- ' FURNACES TO BE DEMOLISHED. 1:-',-': 1 '''''',',',-7. I 1 al .., , , - , i k i .-----Zt-c)/ TYP-6. 1,,,,,_,,-4,-, ii...--:- Ji tF, I ( ----- \ , • ,_,-.0 \- --/- / 1 --, ii........,.. 1...ji , _ I -4, / :-..,:7 :,...,: opE,opcict c:, - ,..,,--,1 r--)--- „, I REVISION rG479% .ABOVE= ----:-...,. ) -L-i ---- ;,,,....- .....„ L ---; .CAP-Ar * 1 ' ' ' ' ' -----r---F-------,-----,71 Cs) I 1[7.7--d - - 31 Eli\,, Z: di I I DATE: 02.05.07 .., 69 r- - - - -47;fij t1/47-CO NN.--to-(t-)2'Cii: -.1 HALL - --1- --- , , , ,, 1- i 1 - .. 11.-=‘,,::', I „.„....piou, _, { , . , .....,,,,„ ,t,.......„.. : .-°- S'TORAGE \ , .. .___.. 1--. ,. -,,,-, ,6 ,,, LOLA''4,- 11 I CHECK: DRM Ai I 1 1 8 \ .,1 , H ,I,-,i ,.....„, ,,,,,. ,,,. \\.., . /,-,_si L 1 ‘.._ ' ,.,..„ ,.. 11 1 DRAWN BY: i [ C 1 1 28 ,.......„.. . . ....._.... _.__..... -71 ,;c. ..-",-...-: 1- k„,jitl , ,-..„.... , - , ,.J6..Y HAIL r...1F- 4.--- __, a; ,:-.-,,,-.'... ,, • ,,,, I= PROJECT 206262 _ ________ 1 i i 1.- - _ - - - -- *`. -.Ag,- LI . ! )- 71 ; ,,,2) 1 i WATER & GAS PLAN rg . .,,- ---\ (-(,)- ,:- -1------------i---------------- F. ,A, Al CN1 I 111 DEMOLITION L.--/ t.-,1 ..." ,,,,I . a TO 1-1/2" H' I I ) \_, _1 i 1 / I WATER METER ,,ti.,-. I 8 I i AcoiciAum .... F"' 1.------, II _ •P. . _._ . , • , 0 a. . le 1r1, 2 WATER - OFFICE BUILDING - NORTH - DEMOLITION 4 GAS - OFFICE & CREW BUILDINGS - DEMOLITION .6° N PL3.1d SCALE: 1/4" = 1'-O" PL3.1d SCALE: 1/1 6" = 1'-0" 2' 0 5' 10' P1.3. I d ' di/4,,.di ,_on %%= ........ . . ............... MIMI Copyright @2005 IRS Architects,Inc. .._ 41 I t 1 7„--------„, \ , 1G rx do N'1:1' 44, 52302PE edP "O' _____ _ — ---- 1 ---- — -----4 B ) cc -7P \ GENERAL NOTES KEYED NOTES / t) g I ____ \ / \ 7, ...___ \ vi i'..‘ 1 2°64• 12142"H : MAIM / 1 .,,,n____.,./ A. SEE GENERAL PLUMBING NOTES ON DRAWING PLO. CD RECONNECT (03/4" HW AND CW TO THREE FAUCTES AT WS-1. IREGON -S- I.e.& e' (z, • 0, • 8, 20 _ee, *CONNECT 01)3/4461-1W ,"` ,><N, Allii, I *-- // B. SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH LINE AND `4)# r. HOW?. AND 3/4" CW CONNECTION SIZES. TO EXISTING \ 11111111-6111 •. C. PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS, UNLESS Expires:CailV-- IN WALL. 7 v, rAilhir-- ' p"OVii ' 1 ROME TO /6-1. i 1 /TT-- . F___ .4. , 1 t ........ I p -c.4 1 OTHERWISE -NOTED. D. PROVIDE FIRESTOPPING, SLEEVES, AND SEALANTS AT FLOOR, WALL, At4D CBI.M4G PENEIRATIONS; -COORDINATE 1OCA110I4S WITH GC. • 1 I - MEN R S ,..,. _ - 205 ii Anatio . ,\ i-t 1 c 3/4"cw c 21 Mr I 1 I ! - ' 3 , Fr ________ - REF _ ___r 1 I if--- t , , 1 . F--- ri 1 ___1--- (E)H8 c _ _kl LOCKER ----- CREW R001 FT- : _ i ___...., 1 3/94/ • CONNECT (N)3/4"1-1W TO M 1 - 1 /1-1/4-cw 201 (E)3/4"1-1W ABOVE 'CEILING. ',. . ' 2gs -lit,' _____I , i 2-OW r °— vvi-i , i _7/2-cw ROUTE TO MS-1. r 1 r- 1 i ) I__.....,..-..1-)-----' --- ) 3/4"CW , IF±H.D (E)U AMA r-,L., 1 W : \\..-1 ---- • (CEO)NiNncEwCTIN(IN)3/4"CW TO WALL. ROUTE r) --,-----s' ____ TO MS-1. ,-," f ( \ 1 1"C.,41 D4*, ,,.. ''''''''' -' 0 0 0 . I' b V- i 0 ) \ / ' _,,,,.// ti.) H1: ' t7 \,.j i , 0 WOMfiN-.; . 14 h CONNECT 00/4101 AND i 'w - ----F1-------___ITI-- ---_-_—_-----LiErw-_-.: 1121 SR 1 Salmon 4"cw r- - 06/ I r - -r----i n , 3/4° CW TO EXISTING I P )1 _ _____ i_i/4\11 Ala. 1111/ _ 1.......--,.......:=- _ _ ABOVE CEIUNG. ROUTE r-,-Ji 7/1. J u i 1 Suite 100 ' /71 H i rr---.N \ —1 1 VM I VM 1 TO -1. i \ 7\x" 1--I i \ \ in 1 1( t±3...gfi Pr-dand, OR 97205 Tel.503121,1121 ,... C I 111011v \ 1 c 1 1 il \ I\r"----_, i , I 1 _..--- " / ).,, I I :1- ) c=„, )_ C 1:: _,' .-- .. _,r- — -------....---- \\\).\\\ 1 i ,,,c,,,,, ,,,,„, 0 0 Fax. 503.221.2077 -: n :4 //j1 HALL 111 T 'E ri I 1 MEN A ' ' ( I I -r-,...0 1 1 ... .0, ----- -- , OM. I( a 0 I a x , 1 1 OAS 10 it ' Munro & i Assolates 1 203 I . ,,,, ,) ,..._.... 1 I irr-il LOUNGE ri OFFICE \ 1 c _ _ 3/41-1W 7 41 /11_21 105 ,co-ns-ulti-ng \\,_} s,, engineers _1..7.7=-1 \,,,,,_____Li \\\\ 1c' I - -4L-----1 . Elk , -I 1 i 1,4 F 2OR i L ----:±1__ i 1EW ' 118678SWeaoneefenyfid ______1 ii..... f-------) ---- i .4- , _I ' -- r- - I tO I i Tualatin,Oregon-97062 \\ LALJNORy i 1 i r . I H 1 tel 503.612.6500 \ 1 lext03412.135138 • 2077--d _., -,, -\\., , ______ .IVI&A PR.fliFC7-NO.1456-D1 : 1 1,— r---- HALL \ \ \ 1 cin if-- 3/4"HW - , „ ---i 7 1 1 ' , ansimmumminimor 11 3/4"CW I rila H/ 102 1 1 / li CONSULTANTS i 0 t ri 7 ---- - 0 , RI , R 0 41 ROOM oco--- .., 7 09 r„,-- ,,.... 208 . I ..IN J____ Air 3 WATER - OFFICE OFFICE BUILDING - SOUTH . 1 ,.,---' -„,, . , ,„ 1 f7---- Z ...._4_ ...._,... _______ ____ PL3.1 SCALE: 1/4" = l'-0" • (E)H8 \J 1 TO 1-1/2" "40 4`C 143 el . wATER METER -440, L - ‹-\ ,, \ ` i ...... . -- -1-----(„19 ,, J 1 i_ ' t- 11 L ii \ k z la -Olt s N WAT.ER - _CREW BUILDING , N - , 1 - - '14„.-.. -,71 1 „ . I tij ,, 1 , ,,,,,,E,!. i „ vt tri .0, 4 " PL3.1 SCALE 1/4" = r-0" 8.40; .11 '''' n \ - I ey ,. ....„ :03 IS It It ..., '1 ._) 12° i A. - allk 44, . Ili 1 1 . 1 I I / 11 I I ET- 1 " . 1,,,,0 tvai:o. „._,,,?....o, ' • 11 *--I 1111G_., L M. wej , ix . iii(- -I '--i (03/4"CW 'a to A il x s4'): 1 Ci al . ivionnu-7---j I 1[1 1 _ 1 , of,-,f, tt AX I,. pt. 0 (E)H8 I 3/4“CW ROUTE TO AVOID 7:7— LA A'1,TT —751 al CONNECT (03/4" NG I1X ill ..4% 13+ 7= NEW *tit-43PENING -1 0-7i, TO NM.FORNACE Iftvi t .7_..--. " , f ,--, - Ed , -- , .,..,„„ ---, , ,,,S*Po: It' L-(----- ''' i !IL– T "Li 1 row .4CC ----<iD at t .174. ---k.d \\-----____ Tr __ ___, \---(E)1" 2-INC -FROM BELOW GRADE 03 ef il UP IN MECH/SPRINKLER 209 I OP z--(E)3/4" 2#NG FROM GAS METER r-----, in,,4 i 0 ft' , e 1 _ TO BELOW GRADE *1 3 ' Air, ,i_. E::-_-- __ ., , , ... ... „ t 1 1111, 451 Ipple---- 'N\ (---)- r---47-1C-- , 0-', --- ---- --"1---1=-....-----t-----=-T---7.....-,-- ------4--,----......1 1 II . . 1 I I OFITic II .2 1 Attni \ 1 I 1 1 tl UM PROJECT NAME a 4 \\,,,, . Ity 1--J 11 ' 1 ' ' i --,, \ -......) () \ , I I OFFCE ,--1 1, OFTICE REFERENCE ONLY ,27 ___ .4 Li - ----z9 - ;20 , - ( 1 , a4 NE ' ' . [0 11,443 i ,4 . . 1 , I opecE _II I ; NOT APPROVED WITH THIS PETIT 1\ 1 2 c * 1 _ , , 2 CW 1 r- I 1 I . d Aria ......_"=.1 1 1\., . 1 I 126 tr"---" ,I ' — II 3 2 I i 1 IL , L _ _ ,. , 1 0,..-„,,, 't 1 . .r., -.. 1 .7,.—:... ....-. - —f , I . . , 1 - __ • - ,...,.. _........___„.1 I (E)3/4"2#NG FROM BELOW I;:7-- __.1..._..: - s wil1311,11,; 1 1-' g''';kl 19'4;:i,II RE-VISION to 1 ::-- ..<,.. , ct 11'I I .,:.-1. I 1 .02.-05.497 ,: GRADE; ENTERS MECH 126 '.1 lv- iff 1/ I DATE C.) 11110 I I -92. ' 1 - HALL AT LOW LEVEL Fli 1 II! AF NALs ' °F::ICCEE I IT' ;19 31 .,,,.. ()FP rf.'''-'7 1 -13 L IllA AM -I --)--‘ H 1 .I CHECK: DRM ■Cl- I STORAGE . I■4i 1 ' c\I 128 ii,7-"-- -1 I 18 @---41------ 1- - - it ..,., .....j 1 i I DRAWN BY: I CONNECT -03/4" NG :;._:.:-- ----t OFFICE \ .8- b20 0 TO NEW FURNACE , __ J r.) 1 OFFICE I I \-1 ,-TYP-6. 1:',. I I *Ma PROJECT: M262 4 1--- . 1-;. ;: t_ 1 I. 1 F.--- -- OPEN 0,7,1C4 I 71 WATER &-GASMAN I I , H 4 PI 1—.1 /9" 1 , 44 v,,,,,y.41 -7 o_ ,,_ ,,,,U3 II:1 :La., ~ / \., 2 WATER-•- OFFIGE BUILDNG - NORTH +. Ft,...:.:. ,,,- -.., :-., , 4 • -GAS - CREW i& OFFICE BUILDINGS , ,...,- ,,..\ ,-, ' Pill SCALE: 1./4" = r-O" .\, ,,,.. PL.3.1 SCALE: 1/16" = a: N, ••k,' :•,\' pL3 .c, 2' 0 5' 10' a 1/4".=*V—0" am Copyright @ 2005 LAS Architects,Inc .y,u.� � 94 7� � 1 � ' y 4',< '. jf"4'523O2PE 4. J t c -, • ,1\ OREGON frkc` ".°'''' 4•Z* Expires: , . :E �;.•„.,, S t 4,1,z,,' .i�- �/ / r 'Sri%"'/f/r Ir. /.. ...„:, ,,,,,,..„:„:„/„././..„...,_.,,,,,,,, ,7.7,-„,../;.,/,,,;„::,: ... , ,..:\:„: f;.//.'I f' // r // �� :� t,�/mil F//✓✓/2 ,:,,,,,,J. .,ii,,,:,...,: %'%'. '/f :. ;A: BOUNDARY OF WORK �`; '"' SPRINKLER HEADS _.._. �- �v:/,� �,�;;,',-�::,;�j>rfrf%r REPLACE ALL SPRtN GENERAL NOTES r,� �rf,y. �,,t/�, },,'/ `'":''r' I WITH NEW SPRINKLER HEADS `� • /j, /, �F,: -`:, f,, /gyp. 1. A PRELIMINARY SET OF DRAWINGS SHOWING SPRINKLER HEAD TYPES, SPRINKLER HEAD LOCATIONS, AND PIPE ROUTING SHALL BE #; ., ,�,,,,,,: ,• ,-;f±''� SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO THE DRAWINGS BEING SENT TO THE FIRE AND BUILDING DEPARTMENTS. : x" //';%'''`• f,"'7,,`;;: � rF''/l,.t".fil�"y �t.. !/ r , '/ r'y/I,`j''i Y/ 2• A MINIMUM OF THREE (3) SETS OF COMPLETE WORKING PLANS, HYDRAULIC CALCULATIONS, AND MANUFACTURERS DATA SHALL BE f/:%:-: ';;,'rf ' f %%% -%`°f` 'it /�:':i'/r//i!"/ :'//I,,✓�r f1�'/f F r r��,fr I // SUBMITTED TO THE FIRE AND BUILDING DEPARTMENTS AND A MINIMUM OF FOUR (4) SETS SHALL BE SUBMITTED TO THE ARCHITECT r �,.'/ r,/7� / r. / r,,,,f, % /,'. %/ 1 _:.,_;;;;,-/../, '„,;;/,2-2%,..):r......,,,%/47.,--,r/ '!f%��f/ f-; ri'�,/./2,,I T` ,'• :/!�;.-//,Fj;/r.J 1:' 1 FOR APPROVAL BEFORE CONSTRUCTION BEGINS. THE SUBMITTAL SHALL BE PREPARED AND STAMPED BY A LICENSED PROFESSIONAL '_' �j.2r ,/,// ;j;/1,,,fr y; ,(- ; ENGINEER AND SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF NFPA 13. ..///2/2/--27,./..- 4,2-7..-23-."F` /'� t ' /i ! �;, , /`> 3, INSTALLATION AND TESTING SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF NFPA 13, AND THE REQUIREMENTS OF THE CITY -.., rr 4, ALL DEVICES SHALL BE UL LISTED OR FM APPROVED. :_..._._ ..,.._.._._..__ ;%f;,, i . 1121 SW Salmon -- 5. THE SPRINKLER SYSTEM SHALL BE DESIGNED TO DELIVER 0.10 GPM OVER THE MOST HYDRAULICALLY REMOTE 1,500 SQ. FT. FOR LIGHT _.____ ..__,,_, • MAXIMUM SPRINKLER COVERAGE AREA OF 225 SQ. FT. PER HEAD; VERIFY HAZARD RATING WITH THE FIRE MARSHAL. °` Suite 100 HAZARD; ...� Portland, OR 97205 . 6, ALL SPRINKLER PIPING IN FINISHED AREAS SHALL BE CONCEALED FROM VIEW. Tel 503.221.1121 7. ALL FIRE RISERS SHALL BE INSTALLED CLEAR OF WINDOWS AND OTHER OPENINGS. RELOCATE SPRINKLER HEADS Fax. 503.221.2077 IN SHADED AREA AS NECESSARY i } 8. PROVIDE HYDROSTATIC TESTS IN ACCORDANCE WITH NFPA STANDARDS. ACCOMMODATE RE'JISED {„ _ ._ i -_.____..,._�._-4r.�... �,.-_T . _._ h. .-__-. �..__....__....__ • „_._ . ; n TO ACCOMMODA E ' /./ i/ rf ,f , , ,f ;_,;/f,, ,'l.+r //,- / r /r. f( �'., ✓�. ' ✓ s r'r Ffrf/ r ` ,.,' f / f /f 1`/ rfr f' f�f'f ✓l/ F ARCHITECTURAL LAYOUT; , r:f';';�%:�:':5:1•:";;,//,/ ^`ff, /f' , ,!' /fry 9, PROPER TYPES OF SPARE SPINKLER HEADS, STOPPERS AND WRENCHES SHALL BE PROVIDED AND STORED IN A CABINET ON THE ,., , ;;< .,, , , ,.`/ r / ffj,fr; „',:. r ✓ f / �f ; ;f'f/r f APPROVED LOCATION AS FOLLOWS: REFER TO ARCHITECTURAL DWGS ':.://;7',>,.://,-2,--; % r:;/7 ; �/;,�','f „,/�✓" �!,- ,2';!f 4 1 : PREMISES, IN AN OWNER ;; � , -,;,;'.',';.:;',,,'>,:',;;,77/,/,?.:2:,% -',f�f,,/f� -0,;',/;// 0.,"'"7-0,,;: .�f;�!;, ^,f1/7-.%%i „• / if ` :////fir r4 A. SPRINKLER HEADS: �' ' 1 ;/a/ ��:i�%r`/ :•^f jj 1', /f f.r�, ff// f/f f f .11,. B. THREE 3 SPRINKLER STOPPERS /IT , 0%44 ,,„%iii/,,<,r, S'% ,-,t' ffr1,/ ` ,,,,, r/ / /,'t'l ) y i f,i J%^'//://,'!.•:�I, ` �o/✓/�y{,y� r�/..'/✓'�j f/�''�'r✓�'/�/,'f / �f,/`,�✓,//j�� - /,/ „%;.= 'rl �/ f � F�Y�/ / �%f;F. +r',J FI 1,� j f �f t�` Munro C. ONE (1} SPRINKLER WRENCH �'�'`;, �� ,: �. .� fF;� �� ,�� %/� �� ` /;'” ' BOUNDARY OF WORK f/ f f `r% %'•'/.� ,�.�1r:;�' '//"` ^,f r .fr'` l-./// /',f`` fr y' LESS THAN 300 HEADS 6 HEADS / f�y,/ r/!. .Wit'.i``% ,F" / / / Fr f " i_ REPLACE ALL SPRINKLER HEADS ,., ,,..,/, r.7/ .�,'f ,.f,'4/,;;;/,:;.////////://4.,` , �._ _.�_. _.._.._.-._...._...-._... �_..._... ._.._..M_._. ,; Associates 300 TO 1000 HEADS ;fr ff J;`; .;;.; ; ', , `.; f ,1,� %/' � ;'/. `.. 12 HEADS „/.% . f %:2, ' , ,./,,,,,,,,r//c/////,/74,W�', WITH NEW SPRINKLER HEADS `�/f`' V� MORE THAN 1000 HEADS 24 HEADS WITH "r'�� „/ / �' //,',, /', /% '7',, ' ' • ,J %,'�;;:. fv::, , Ff�/ ',F /'rf . ��//,�f%' } C O n S U I t i n g f;r; ffj;r "r 'r"�f'' ?x ///%frf�f!f/rfi:!%;f``/ engineers 10. FIRE SAFETY DURING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2003 IFC, AS AMENDED. � N.; �� %^ ,ff �.� ! ;`=, t f.r: /; ,�f'�',,� ' ; •j ....._"..: �r'�,J,.;'//jrl�/r �j r/f:,rJ”/////74,,,,,,,,,, -/-4,,e;,,:.)/0-`,e--7,7,7:,,/ r/' �1 /l / � �i:.. .J`,;,::,,/,.. /f r/,f'�/ /,// f/`f r ,;,//f;,fi,r ;. _s; 18678 SW Boones Fe Rd • ,�rFr ii J'�/>,� +`i,%/�1J/ f /' f ^▪ ^^fF � i r�_ _.�. __. ' BOUNDARY OF WORK Tualatin,Oregon ?Ofi2 �.;/ /' f ,r`%• '//f.f f ; ;, REPLACE ALL SPRINKLER HEADS ;f� � e1503.612.6500 2, WITH EW SP KLER HEADS `' � r,� F, � fax 503 fi12 6588• / ,!f '' /%�•4' /,f/ /J,^/, ;c Ij-r•.!STf: •'a 1 r s ■ s •'j/' / ^ f//f Ile/" f;/- 1 lii 1 „r Ff� ;f % off; f;',, i, M&A PROJECT NO 9456-01 , ?;//// .":„,24://,'";y0/--,/,‘./. ./9/7/-77/of,/,,,.://„./.e..r/ �^. t I ': -' RELOCATE SPRINKLER HEADS 1 RY O t T' . _...;,... _ -...^._._ -_ ,. ..._.. , �� w_..^.._..�.,r.�..__.�,._._ �C:{'/"1 11i CVNSUt...TAIViS :._. w�. = t IN SHADED AR AS NECESSARY,�.� 1' : T TO ACCOMMODATE REVISED ? '` ARCHITECTURAL, LAYOUT; i ;" i 1{ REFER TO ARCHITECTURAL DWGS F, fii v. w„,.„ ii RELOCATE SPRINKLER HEADS IN SHADED AREA AS NECESSARY 7:; ,'. PI N DOCUMENTS TO ACCOMMODATE REVISED ` °` ,r ___/' A 0 RCHITECTURAL LAYOUT, -; x�` REFER TO ARCHITECTURAL DWGS ! ` ;` jr,, ;er SYSTEMS, AND ARE ;, /,f W __.._._._: _ - THESE DRAWINGS INCLUDE ONLY SCOPING INFORMATION FOR THE FIRE PROTECTION :3}` ” NOT INTENDED TO SHOW ALL INFORMATION NECESSARY FOR PRICING AND CONSTRUCTION. THE FIRE `` £ :;; ' rt PROTECTION CONTRACTOR WILL BE THE DESIGNER OF RECORD FOR THE FIRE PROTECTION SYSTEMS. '� r :- - ``'=, ;,;s`"`` 1,...,!..-, ' i �; p..• ,I r i E 5l. : FIRE ALARM CONNECTION POINTS NEED TO BE COORDINATED PRE-BID BETWEEN THE FIRE PROTECTION 1 'j 4 , ol CONTRACTOR AND THE FIRE ALARM CONTRACTOR. x ! ._.-.�._..f..._ :____�,-.... ___._.._ _. , .Z :;a . (a (4,0 (t..„,,‘ 16 1; :. —,., ; , ,: , „,-.—.. .- .-.....-..".',';',.....:,====.t.2.Ef.....4 .;.....:,, , ''''''''.:-.1:::1 i' Z 0 ' ... a• iq au 44 3 ?r k ct „ . ,, ,4i....::'T:).3:,,ii:A•;' CI a) co trimx Y L- 0 ., I %x u." p..... " I .ii i CI I-- °`) C . . . j i'1 :; ;ti ,i; 1714 iq ` j•. 3 1. I. O i • Z. r : a r..._. PROJECT NAME• 010 - .-. ., P _.... • r to I to FIRE PROTECTION PLAN I r r U U I d F1.1 SCALE: X = —� � I Cd /. I u I REVISION 0 a. I DATE: I CHECK: DRM I DRAWN BY:: in i r PROJECT: 206262 o 0 N FIRE PROTECTION 1.2! ii o 0 a. ^ 0 o . ›. 8' 0 20' 40' '5 FPI N 0 1/16"=1 '-0" a.. IN a ,......• . am.... . Copyright©2005 LRS Architects,Inc