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BUP2007-00130 WATER BLDG REMODEL 8777 SW BURNHAM ST ��ED ARC � 31 ®� a w a OF 00`� ■ Ing 8777 SW BURNHA S TIGARD OREGON 97223 rej n ... ^� CD 1121 SW Salmon Suite 100 BID SET Portland, OR 97205 02x05,, 07 Tel. 503.221.1121 Fax. 503.221.2077 n PROJECT DIRECTORY DRAWING INDEX PROJECT SUMMARY GENERAL NOT A ® THE SITE PLAN IS FOR REFERENCE ONLY. SEE ALL OTHER PLAN SHEETS FOR CONTRACT DOCUMENT INFORMATION. BUILDING OWNER: SHEET NAME DATE Joe Barrett Joe Barrett, Buyer:joseph@tigard-or.gov CS COVER SHEET 02.05.07 l�GENERA!INFORMATION: City of Tigard-Building Dept. Rob Murchison, Project Engineer: robm@tigard-or.gov A0.1 EGRESS PLAN 02.05.07 PROJECT NAME: TIGARD PUBLIC WORKS A0.2 GENERAL NOTES 02.05.07 PROJECT ADDRESS: W 8777 SBURHAM ST. SW 97th Ct 13125 SW Hall. Blvd. A0.3 SUSPENDED CEILING AND LIGHTING INSTALLATION GUIDE 02.05.07 TIGARD OREGON 97223 Tigard,Oregon 97223 A0.4 SUSPENDED CEILING AND LIGHTING DETAILS 02.05.07 Telephone (503)639.4171 A1.0 DEMO FLOOR PLAN 02.05.07 MAPlTAX LOT. W408333/R2143974 G ' • A2.0 FLOOR PLAN 02.05.07tz: - Fax (503)624.0752 W "th Ave A3.0 REFLECTED CEILING PLAN 02.05.07 h �.n A4.0 DOOR SCHEDULE&GATE ELEVATIONS/DETAILS 02.05.07 It. APPLICABLE CODES: t ` -:,� ► '' =- CONSULTANTS ARCHITECT: Kt *1 sed A5.0 INTERIOR SCHEDULES AND ELEVATIONS 02.05.07 2003 INTERNATIONAL BUILDING CODE 1 LRS Architects,Inc. Paul Boundy: bound Irsarchitects.com A6.0 INTERIOR DETAILS 02.05.07 M¢ � ` Y P Y@ CURRENT STATE OF OREGON STRUCTURAL SPECIALTY ` . A7.0 FINISH PLAN 02.05.07 ; 1. 1121 SW Salmon,Suite 100 Mary Fitzpatrick:mfitzpatrick@lrsarchitects.com (Project Manager) CODE A8.0 FURNITURE PLAN(FOR REFERENCE ONLY) 02.05.07 Portland,Oregon 97205 CURRENT UNIFORM PLUMBING CODE FOR OREG DEFERRED CURRENT NATIONAL ELECTRIC CODE FOR OR Telephone(503)221-1121 E0.0 ELECTRICAL LEGEND AND ABBREVIATIONS 02.05.07 �' 4Af Hl EprMkkt CURRENT INTERNATIONAL MECHANICAL C OR OREGON + . } Fax(503)221-2077 EQ.1 ELECTRICAL ONE DIAGRAM 02.05.07 �, x • Mat Almus E0.2 ELECTRICAL DEMOLITION PLAN 02.05.07 E0.3 ELECTRICAL PANEL SCHEDULES 02.05.07 Ill. BUILDING STANDARDS: `��� ` # rpt: ' try Plumbing GENERAL CONTRACTOR: E1.0 REVISED POWER AND DATA PLAN 02.05.07 BUILDINGS TYPES: * >I '3r i Ltedricat E2.0 REVISED LIGHTING PLAN 02.05.07 r. Trusu Enginaft ..,.. UJ E3.0 MECHANICAL CONNECTIONS 02.05.07 OFFICE OPERATIONS BUILDING: 9 -"�^i odw MECHANICAL: M.0 HVAC LEGEND AND COVER SHEET 02.05.07 l� UJ OFFICE AREA: +/- 6,720 SF Munro&Associates Doug Downie:doug.downie@munroassoc.net M1.0 HVAC SCHEDULES 02.05.07 -1------- Doug ZLU M2.1 HVAC PLAN CREW BUILDING 02.05.07 BUILDING OCCUPANCY. TYPE . 18678 SW Boones Ferry Rd. Loren Dern,P.E.:loren.dem@munroassoc.net 2 OCCUPANT LOAD(PER TABLE .1.2):95 rn°� , 02.05.07 M2.2 HVAC PLAN OFFICE BUILDINGx UJ /" ` �,# `� Tualatin,Oregon 97062 4" MULTIPURPOSE ROOM AREA: 1,744 SF Telephone(503)612-6500 PLO PLUMBING LEGEND AND COVER SHEET 02.05.07 - Y Fax(503)612-6588 PL2.1d WASTE&VENT DEMO PLAN DEMOLITION 02.05.07 OCCUPANCY:A-3 r Cit CI7CY OF TIGARD PL2.1 WASTE&VENT PLAN OFFICE BUILDING 02.05.07 CONSTRUCTION TYPE: V-N-F Y SPRINKLERED, :_ Approved... _ 02.05.07 OCCUPANT LOAD(PER TABLE 1 .1.2):2501 "'" Conditional .....•«•- PL3.1d WATER&GAS DEMO PLAN CREW BUILDING r Conditionally APl}m Ina LU PL3.1 WATER&GAS PLAN 02.Q5•Qfi i " ffi See Letter to:FolioW.,4ow...-.--. ELECTRICAL: FIELD OPERATIONS BUILDING. Acr Reyes Engineering, Inc. Co co q Fred Hartley:hartley@reyeseng.com FP1.0 FIRE PROTECTION AND SCOPING 02.05.07 ' ` ' saxrrfx t"t =- a�rrri.•••7-C � 6126 SE Duke St. OFFICE AREA:+/- 1,680 SF - OCCUPANCY:B Permit Number. - Portland,Oregon 97206 CONSTRUCTION TYPE: V-N-FULLY SPRI ED0 AL l� ®� _UJI® Telephone(503)771-1986 OCCUPANT LOAD(PER TABLE 1004.1.2):51 Ip coV Fax(503)772-2496 F.. OTHER(NO WORK IN THESE AREAS): VICINITY MAP BUILDING OCCUPANCY NOT TO SCALE �- 0- STRUCTURAL: TYPE S-3(GARAGE) {y ' Nishkian Dean Edward Dean:ed_d@nishkian.com CONSTRUCTION TYPE: V-N-FULLY SPRINKLERED tkcnpency Type B 425 SW Stark Street,2nd Fir. OCCUPANT LOAD(PER TABLE 1004.1.2):26 8777 SW BURNHAM STREET Occupancy Load X47 ® Construction Type y13 Portland,Oregon 97204 TYPE H-4(FLEET SERVICE) Rated Corridor IVO CONSTRUCTION TYPE VN: - -FULLY SPRINKLERED Energy Cade Telephone(503)274-1843 err _ OCCUPANT LOAD(PER TABLE 1004.1.2):22 ' :, Accessibility ¢ Fax(503}273-5696 �`�} ,7 PROJECT NAME TOTAL BUILDING FLOOR AREA +/- 17,283 SF AREA OF WORK: 10,144 SF hF :.� OFFICE COPY � TWO EGRESS PATHS PROVIDED 34'°WIDE EACH ; I T A IV. EMERGENCY SYSTEM STANDARDS: A. BUILDING IS FULLY SPRINKLERED v C B. BUILDING IS FULLY SMOKE DETECTED. C. BUILDING IS EQUIPPED WITH A VISUAL STROBE SYSTEM. ` . ' REVISION V. ADA ACCESSIBILITY: - r, DATE: 02.05.07 A. THE BUILDING IS ACCESSIBLE. VI. SPECIALTIES m ' , � _ xs CHECK: PB A. FIRE EXTINGUISHER REQUIREMENTS: SURVEY EXISTING OCNDITIONS DRAWN BY.• CD OF ENTIRE FLOOR THAT PROJECT OCCURS,AND PROVIDE NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER WITH RATING OF NOT LESS * `� THAN 2A 10B/C FOR EACH 1,500 S.F. OF FLOOR AREA OR FRACTION THEREOF. TRAVEL DISTANCE TO AN EXTINGUISHER FROM ANY PORTIONPROJECT: 206262 OF THE BUILDING SHALL NOT EXCEED 75 FEET. PROVIDE FIRE ' EXTINGUISHER IN ACCORDANCE WITH CURRENT CODES.PROVIDE NEW FIRE EXTINGUISHER AT ALL EXISTING CABINETS WHERE MISSING.ALL REUSED EXISTING FIRE EXTINGUISHERS ARE TO BE INSPECTED AND/OR t " ,j- RECHARGE:D, AS NECESSARY, JUST PRIOR TO SUBSTANTIAL COMPLETION. N mri A G I?D IDUBLIC 1010DI?h S VIATE R 13LL) 03 1? EP4 () VAT11:)1V M T BUILDING LOCATION NOT TO SCALE C S PROJECT NORTH C 1 ® 2 3 4 Copyright 9 2005 LRS Archtteds,Inc. PROPERTY LINE 4 /� Cs40 f� Ali; ! �qT o (1) SOF 001, E E ti (25) (AC) (3)77 � ( (43) 2) C=4 pE4 AREA OF WORK E E (1) LEGEND ( (10) ) ® AREA OF WORK E - — — - EXIT EGRESS PATH B OCCUPANCYGROUP Suit ST�'Salmon � Suite 100 O Portland, OR 97205 OCCUPANT LOAD PER SECTION 1004 Tel. 503.221.1121 SERVICE&BAYS GARAGE CREW AREA ❑ ® EXIT SIGN W/INTEGRATED DIRECTIONAL ARROW � Fax. 503.221.2077 � H-4 OCCUPANCY S'3 OCCUPANCY B OCCUPANCY UPANCY l2) WHERE OCCURS AT ALL EXITS,EVERY 100'INCORRIDORSAND IN SPACES WHERE 2 MOE ARE n (22) ( ) (51) REQUIRED PEER SECTION 1011. SEE ELECTRICAL EXISTING O 6 (6) DRAWINGS. (W/POCHE INDICATING"EXIT"TEXT SIDE GAS PUMPS (1) OF SIGN.) SIGNS SHOWN IN CORRIDORS ARE CEILING EXISTING SIDEWALK HUNG. SIGNS SHOWN ON WALL ARE WALL HUNG. E REQUIRED EXIT AND EXIT EGRESS DIRECTION EXISTING CURB / (2) A E 67 AREA OF DISCHARGE (2) AREA OF WORK (2) CONSULTANTS OFFICE BUILDING °.. `.: (2) B OCCUPANCY (14) (95) Z NEW SIDEWALK-------` 1 O (27) EMERGENCY ASSEMBLY 2 O O POINT Zca (14) (4) E W ZZ waft ft 0. NEW GATE E E J ■ s EMERGENCY ASSEMBLY EXISTING SIDEWALK COMPLIANT,SEE DOOR Q m Ow POINT _ SCHEDULE 171 ❑ ca (101) W Qw � EXISTING SIDEWALK $ _ E E EXISTING PARKING EXISTING RAMP MULTIPURPOSE ROOM A-3 CONCENTRATED PROJECT NAME OCCUPANCY (250) I I � I t i I i REVISION / I DATE: 02.05.07 PROPERTY LINE � a i CHECK. PB i I DRAWN BY. CD PROJECT: 206262 S.W. BURNHAM STREET N SITE LOCATION AND EGRESS PLAN A0Aff I SCALE. 1116'=V-0" C 1 2 3 4 C pMN®2005 LasA cn mas,Inc. .��IED ARO PAUL Y PHASING SCOPE: �A � GENERAL NOTES: OF 003 14 13 s 1. OWNER WILL ALTERNATE OCCUPANCY OF BUILDING THROUGHOUT CONSTRUCTION,AS WELL AS OCCUPY SURROUNDING PARKING AND FLEET AREAS THROUGHOUT A PROJECT DURATION. ti 2.AREAS UNDER CONSTRUCTION CAN BE USED FOR STORAGE OF CONSTRUCTION MATERIALS UNTIL NEEDED IN OTHER AREAS. n �r GENERATOR AREA(A) ..,, OWNER OCCUPIES AREAS(B) B 1.COMPLETE DEMO AND BUILD-OUT AS SHOWN IN ALL DRAWINGS R AND SPECIFICATIONS. M AREA(B) MYAREA OCCUPIES AREA(A) 20 1.COMPLETE DEMO AND BUILD-OUT AS SHOWN IN ALL DRAWINGS WHEN AREA(A)IS COMPLETE. Suit 10 Salmon EN Suite 100 NO N EF Portland, OR 97205 �• Tel. 503.221.1121 L AREA A Fax. 503.221.2077 ====I pF6m UN Y FE E A 14 1 6 4 1 G — — — 17"-19" OF 1 I r OF CE FFfE f Z b� I � N � CONSULTANTS OF f I 6"MAX 8"MIN — — H DRINKING FOUNTAIN I E r C OFC , N f s WALL MOUNTED I N E r FFI LAVATORY or LAV N o r' IN COUNTER I O 0 y Com! Z Q 8 MIN KNEE LIJ O J ST E FF E CF CLEARANCE °' 'g NN g' Q " J � ZW a, K INSULATE HOT WATER 6"MA) TOE CLR W C' z Q Q F! 1f I TYP LAVATORY on myQ � Fl f3cr AREA A _ Q wOno 0 I TOWEL DISPENSER Wftm Q n AND WASTE �`JJ RECEPTACLE MIRROR COAT&UTILITY B E oM o HOOK I EN O OOM C -- 1Uj PROJECT NAME to 0 a co ;02 W �y or I I TOILET ROOM l [-) SANITARY REVISION AREA B NAPKIN DISPOSAL � DATE: 02.05.07 TOILET PAPER I 36" DISPENSER I CHECK. PB ' GRAB BAR I I I I w i TOILET SEAT I DRA WN 8Y.• CD co u� 12»� 3• COVER 3�-0^ 6" P Uj co DISPENSER 0VO PROJECT. 206262 ' 0 O - -- ---- o - N M 12"MAX L 18" 12 11 10 8 7 � 3 2 1 ACCESSIBLE TOILET D2. PHASING PLAN N D4. STANDARD MOUNTING HEIGHTS A022 SCALE: N.T.S. SCALE. N.T.S. C 1 2 3 4 C0pyng&*2 LRSA.W t.,1x. *AUL NDY SUSPENDED CEILINGS FOR NEW CONSTRUCTIONS GENERAL NOTES. p PART 1 . SUSPENDED CEILINGS FOR NEW CONSTRUCTIONS OF 00", PRESCRIPTIVE DESIGN For buildings that are classified as either Category I or II buildings by Table 1604.5 in the International Building 393M 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. ti design satandards are based on the City of Portland,Oregon Code Guide dated February 1,2006. 1.General. g.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 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 I ype Fastener B. General b.Grid attachment. Wood 1/4"x 3"screw eyes One and 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 rb 1.Ceiling system classification The grid shall be attached by screws,rivets or other approved fasteners.The opposite 21/4"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 n 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 grid 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 1311,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. Lateral bracing shall be provided for suspended ceilings as follows: h.Stabilizing members. 1121 SW Salmon a.General. Members perpendicular to the wall at the unattached sides of the grid shall be tied 1)Use of this guide is limited to buildings with a seismic importance actor(I )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. Tel. 503.221.1121 b.Ceiling area bracing. 1.Ceiling mounted light fixtures,egress lights,speakers,air terminals and mechanical 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 (% shall be engineered.For engineered designs see Part 11 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 including, (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 1/4 inch. b)Splay wire alternate.As an aftemate 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 6MCONSULTANTS 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 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 the suspended ceiling and the supporting structure. Special inspections will not be required for suspended ceiling systems installed in compliance with Pe 9 PP 9 1 horizontal:6 vertical.[SEE B1,B2,A2 ON FOLLOWING SHEET] all of the prescriptive standards specified in this guide. 4 O c.Grid systems. d.Compression struts[SEE C1 ON FOLLOWING SHEET] Suspended ceilings installed to this prescriptive design may use standard grid module systems that are not more than 1)A strut shall be provided at 12 feet on-center maximum,which shall be fastened to the main PART It. SUSPENDED CEILINGS - ENGINEERED DESIGN 5 feet in any direction. runner and shall be extended and fastened to the structure.The structure attachment shall be Q LU W M capable of supporting the dead load of the compression strut.A strut which encapsulates a a on: N 0a I d.Ceiling panels. hanger wire that is attached to the main runner and the structure above need not be separately A. General. 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. An engineered design"for a suspended ceiling shall be designed and certified by an architect or O tegular or kerfed ceiling panels. engineer,registered in the State where the project occurs.Engineered systems shall include support 2)Specialty ceiling panels such as metal or wood or similar panels may also be used provided the panels: 2 Based on the maximums acro of 12 feet on-center in each direction,the following strut � a Weigh less than 2.75 pounds r square foot;and ) spacing g of lighting,mechanical systems or partitions. g po � � sizes and corresponding maximum lengths may be used: OR b)Are retained in the grid by clips or other mechanical fastening devices designed to prevent the panels Max.Length from dislodging in a seismic event. B. Permit Application. n,J Z LUX 112"diameter conduit(EMT) 5-10" The permit application for a suspended ceiling to be installed according to an engineered design ;aft 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) 71-8" prepared by an architect or engineer registered in the State of Oregon.The submittal shall show '' m Ow purposes provided: that the ceiling system's capacity to resist vertical loads and seismic loads in compliance with J O 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, O m y Q 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 2)The connection of the partition to the grid does not cause the grid to deflect or rotate more than allowed by other Single 162S125-33 metal stud 12'-0" shall include appropriate substantiating data,manufacturer's data and ICC-ES Evaluation Reports. L Q provisions of this guide. (1-5/8"x 20 gauge) Q LL, � 0 ftJ C. General Installation Requirements [SEE C1 ON FOLLOWING SHEET] Back to Back 1625125-33 metal studs 15'-0" PART Ill. UPGRADING OF EXISTING CEILINGS �... �' J 1.Hanger requirements. (1-5/8"x 20 gauge) Q A. Ceilings without Seismic Bracing. � 0. a.Hangers shall be located and sized as noted below.All hangers shall be Single 2505125-33 metal stud 13'-6" CO 2-1/2"x 20 a Where existing ceilings are without seismic bracing,the ceiling system shall be brought into substantial of soft annealed mild steel wire. ( gauge)g ) compliance with current code requirements(including compression struts at the center of the splayed B slack wires from light wires,attachment of slht fixtures and air terminals to the structure,etc. co Z Hanger location Minimum Diameter American Back to Back 250S125-33 metal studs o 9 )when a 2-1/2"x 20 gauge) 15'-0" substantial amount(50%or more)of the ceiling file is removed,altered or repaired as part of •�,,, (measured in both (in inches) Wire Gauge ( g g } a general space alteration,or if all the ceiling is removed for washing,painting or replacement.This directions} number 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 closure angle as required vertical component of 180 pounds induced b the wires. These upgrades are not required when: PROJECT NAME above in part I D 1 of this guide. 5feet on-center 0.102 10 Po y 1.Removing portions of tiles or panels and/or grid to after 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 ) 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 L 9 P 9 PP 9 9 9 9 P sloped the 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 rid is replaced, P Y PY 9P Y q 9 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 l Trapeze suspensions shall be level to within 1/4 inch in 10 feet and shall be a minimum of back 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 114 inch in 10 feet.Leveling shall be performed with hangers taut. b)Soffits. 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 DRAWN BY. CD movement. be independently supported and braced to the structure above. 4.Deflection limitations. f.Spacing of bracing members. Deflection from the installation of lighting fixtures or other equipment shall be limited to 0360 times the span between hangers. Lateral force bracing members shall be spaced a minimum of 6 inches from all PROJECT. 206262 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. AON3 C 1 2 3 4 Copy vhf Q 2005 LRS Arch#ods,Inc. MOY I P9 ANGER WIRE WITHIN 8"OF OF O��� ,e o. HANGWIRE AT @ 4'-0" ` Q O.C. MAX. © 1-112" 16 GA U-CHANNEL a BRIDGING @ 4'-0"O.C. MAX TYPICAL 4' CROSS TEES 8" 2' ON CENTER cb `II HANGER WIRE WITHIN 8"OF o n WALL ` . TYPICAL 4' CROSS TEES 2' 2" ON CENTER , 4 ,o SPAN CEILING JOISTSJOIST FOLLOWS: 1121 SW Salmon 2"WALL ANGLE 13'-0" 362S137-33 @ 24"O.C. Suite 100 15'-9" 362S137-33 @ 16"O.C. Portland, OR 97205 STABILIZER BAR REQUIRED ` . 17'-3" 362S137-33 @ 12"O.C. Tel. 503.221.1121 ONLY AT UNATTACHED SIDE a 19'-7" 40OS162-33 @ 12"O.C. 4 ., Fax. 503.221.2077 HANGER WIRE WITHIN 8"OF n APPROVED WALL 5/8"GYP.BD.SCREWED TO TYPICAL 4' CROSS TEES 2' JOIST BOTTOM FLANGE 1/4" FASTNER ON CENTER MIN.PENETRATION Al. PERIMETER WIRES & STABILIZER BAR A2. ATTACHED END OF GRID A3. TYP. FRAMED GYP. BD. CEILING SYSTEM SCALE: NTS SCALE: 3"=1'-0" SCALE: N.T.S. A 8"MAX 2"WALL ANGLE "WALL ANGLE SCREW r ATTACHED �' CONSULTANTS APPROVED FASTENER o� Lu Ah SEISMIC SEPARATION JOINT Q PER MANUFACTURER ow w 2U � � CO Q 8 MAX I Q W M 2"WALL ANGLE , N z � N fiN Mai Ax A B MAX O y 0! ` Z 2 1-. o � STABILIZER BAR o o �o 0 o a o 0 0 � uj � o � 0 0 0 0 � � � � UNATTACHED /4" ti o 0 o J M W 314" 3l4" � 2" 0: Q �.I and C� myQ z ca o co ate, B9. TYPICAL CEILING GRID LAYOUT B2. UNATTACHED END OF GRID B3. SEISMIC SEPARATION JOINT QzzlZ SCALE: NTS SCALE: 3"=1'-0" SCALE: 3"=1'-0" B 0a 12'-0"OC EACH WAYSEPARATE SUPPORT PIPES, 'CONDUITS ETC,SECURE ALL HANGERS TO BUILDING SLACK 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 @ 5'-0"OC ROUND DUCTWORK AND +iANGER WIRES OTHER LARGE 8"MAX LACK WIRES DESTRUCTIONS. .. �. ' ._.•,._.•,�:.•,:, .'-:. " ,, •`:.. "!.. ':-. "-,.._..-._.'-c ..,:, .•;. .•;, ..:. .•,., .:•. '-,.._.•,._.•,�._,•,:, ANGER WIRES ,•s-. .•s...•s.., e• s• e. s. s• s• .•s. e•a's•,, s• s• .•p. .'s• .•s. s• s..,•s.,, s. , ' • a • 1 s • s • • • , A . • . 4. , • • . • . • . •• •• , L. s s e • e • s s • s • s s s ,. ,• ,. ,. , ,.„ , IGH-HAT LIGHT FIXTURE 10 IGHT FIXTURE IGHT FIXTURE SUPPORT 91 O SQA % REVISION DATE: 02.05.07 SECURE ALL HANGERS TO BLDG. STRUCTURE. POSED TEE GRID SYSTEM 0 CHECIC PB LATERAL BRACING @ 12'-0"0. TRAPEZE AROUND DUCTS DRAWN BY: CD C.EACH WAY,MAINRUNNER AND OTHER LARGE TO STRUCTURE.BEGIG OBSTRUCTIONS. o 0 0 o� o o e e o 0 BRACING WITHIN 6'-0"OF -- o PROJECT. 206262 PERIMETER AND 2"FROM CROSS MEMBER ; � • COUNTERSLOPE HANGERS IF ADDITIONAL HANGERS AT ALL MORE THAN 1:6 OUT OF MEMBERS WITHIN 8"OF PLUMB EXPOSED TEE GRID SYSTEM PERIMETER WITH SUPPORT COMPRESSION STRUT FLEX HEAD SPRINKLER WIRE @ 1:6 SLOPE AT 12'-0"OC EACH WAY. VECTOR CEILING PANEL STABILIZER BAR BETWEEN ALL MEMBERS AT ATTACHED SIDE. Cl. SEISMIC CEILING ASSEMBLY C2. FIXTURE SUPPORT C3. ALTERNATE SPRINKLER PENETRATION C4. LIGHT FIXTURE- LESS THAN 20 POUNDS A004 SCALE: NTS SCALE: 3/4"=V-0" SCALE: 1 1/2"=1'-0" SCALE: 3"=1'-0" C � 1 � 2 ® 3 4 copy1k#d®zoos uzsacnn.a,,1r. ED ARC 14 13 g 1 I.� Y n 6 4 1 DEMO NOTES �.�A ► ppb A 1.REVIEW ALL PLANS AND SPECIFICATIONS PRIOR TO � ►� ' - OF 4 G _ — — — _Lj G ANY DEMOLITION WORK.NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN WORK SHOWN ON PLANS OR IN SPECIFICATIONS AND ACTUAL SITE CONDITIONS PRIOR TO DEMOLITION. 2. REMOVE ALL EXISTING COMPUTER,DATA,AND 11 TELEPHONE WIRES.SECURITY SYSTEM TO REMAIN. I I n 3. OWNER TO SALVAGE ALL PLUMBING FIXTURES AND 11 I I RESTROOM ACCESSORIES, INCLUDING PARTITIONS. tz. 11 11 4. COORDINATE ALL DEMOLITION W/REQUIREMENTS �• FOR NEW CONSTRUCTION ON A2:AND MECHANICAL, B ELECTRICAL,AND PLUMBING DRAWINGS. ^► I❑ I cb 19 19 i ¶ - - - - - - - - -ll - - - - - 1 4- - 11 Q 1121 SW Salmon 19 23 1, �I KEYNOTES Suite 100 C = Portland, OR 97205 �• O DEMO FLOOR TILE,BUT LEAVE FULL TILES AT EXISTING Tel. 503.221.1121 - AREA TO REMAIN. O ,8 — �� Fax. 503.221.2077 DF DEMO EXISTING COUNTER SINKS AND FAUCETS AND L n STORE FOR RE-USE.SEE FLOOR PLAN A2.0. I VIII \ II � ( 10 117 II 6m C — — DF DEMO COUNTER,SINK, PARTITION WALL AND 10 11 FLOORING.CAP LAV PLUMBING. 1 1 19 I I 12 12 I I DEMO PLUMBIN &CABINETS.CAP PLUMBING FE � � LL IF i I O REUSED. SEE FLOOR AND PLUMBING PLANS. '4 NOT TO BE O DEMO BRICK WALL APPROXIMATELY 4W WIDE AND FULL 10 = ( HEIGHT.LEAVE ONLY FULL BRICK AND HALF BRICK _ WIDTHS FOR EXISTING. Ix K F O DEMO SINK. LEAVE PLUMBING FOR NEW SINKS. 4 D FE O I I 11 W I oO O7 DEMO POWER POLE&REMOVE WIRES. (E) 11 Og REMOVE EXISTING DOORS,LEAVE EXISTING DOOR FRAMES IN PLACE. PREPARE FRAMES TO RECEIVE NEW STORE FRONT DOORS. g0 REMOVE WATERCLOSET AND PREPARE FOR NEW CONSULTANTS JANITOR SINK. 14 1 I 10 REMOVE AREA OF WALL AS REQUIRED TO ACCOMMODATE NEW DOORS AND/OR RELITES 24 11 wH 3 I` 1 11 DEMO FLOOR FINISH,WOOD BASE TO REMAIN. I 12 DEMOLISH CEILING THIS AREA.SEE REFLECTED CEILING 0 PLAN AND MECHANICAL DRAWINGS. I _ _ _ _ _ _ 13 9 DEMO RECEPTION COUNTER& R TILE N � � OL 13 LOCATION OF NEW COUNTER. EE FOLOOR PLAN 0 ,/ i - - - - - - - - -I JEF A2.0 QLU N B /. DEMO PLAN - CREW BLDG I I I I 1 E,CEILING,AND T 14 CASEWORK.REMOVE ANRTOR SSTANK&CAP P UMBING. O ~ ~SCALE: 1/8"= V-0" I — — — — — — FE 2, Z O! I I N I 15 COORDINATE DEMOLITION OF HVAC WITH MECHANICAL O 20 !? (o O TROUGH.DRAWINGS.REMOVE STEEL GRATING AT DRAINAGE _ O F1 ftj z DEMO EXISTING DOOR AND ADJACENT WALL.SEE m O •.I 16 FLOOR PLAN A2.0 F 20 25 17 Zi 20 0 DEMO EXISTING CABINETS,PLUMBING,ELEC AND WALL. 11 18 DEMO DOORS,DRINKING FOUNTAIN,AND WALLS.REUSE w Q M DOOR AT SAME LOCATION-REVERSE SWING.SEE Q LV - FLOOR PLAN A2.0 ac � O - - - - - - - - Q 4 ao I 19 DEMO SHEET VINYL FLOORING AND RUBBER BASE. l 5 I I 1 I 20 EXISTING TILE TO REMAIN — —_— —_ -' —_— 21 DEMO CABINETS,PLUMBING AND APPLIANCES. B nELECTRICAL HOOK-UPS FOR NEW APPLIANCES AND PLUMBING. L —11 — J SEE FLOOR PLAN A2.0 8 22 DEMO WALL AND DRINKING FOUNTAIN. � PROJECT NAME 23 REMOVE FIRE EXTINGUISHER CABINET AND SAVE FOR RELOCATION. I I � 24 DEMO AND SAVE FOR RELOCATION ALL SPRINKLER PI — _ SYSTEM COMPONENTS IN THIS AREA. 11 25 DEMOLISH DRINKING FOUNTAIN.COORDINATE PLUMBING AND ELECTRICAL FOR INSTALLATION OF NEW DRINKING FOUNTAIN. I I REVISION DATE: 02.05.07 I � � I I CHECK. PB DRAWN 8Y.• CD PROJECT: 206262 I 12 11 10 8 7 5 3 2 1 N A I lffo C2. DEMO PLAN - OFFICE BLDG SCALE: 1/8"= 1=0" C 1 � 2 � 3 4 c0pyd9ne2oos ursaea inc. 4�%BD Ake - aUL�. rroY n 3 _ 14 13 9 i 1 6 4 1 O GENERAL NOTES �� 0 1. DIMENSIONSARE T FA E F FINISHED WALL. V 0 G o c o F 4 I � OFFICE • 121 ti n GENERAT0 2 I OFFICE OFFICEO I I 4 127 OFFICE B 122 KEY NOTES I A cD �REEF ❑ 63% O � D B --- — — — H A5.0 F O DOORPROVTYPES B2/A4.0LOUVER IN EXISTING DOOR,SEE n MEN 2'-0" C O NEW LAMINATE COUNTER,CABINETS AND HALF-HEIGHT O BAY 13 205 1 " I 16 ELEC A 16 OFFICE SECURITY DOORS 1 LOCKER 115 I 0 JANITOR SINK 1121 SW Salmon 204 CREW ROOMA3 6 D A5.0 B 3,�" HAii Suite 100 201 1 4O DUAL HEIGHT ADA COMPLIANT DRINKING FOUNTAIN Portland, OR 97205 F 11 C 0 HALL 5 EXISTING CONCRETE PAD AND LIGHT POLE Tel. 503.221.1121 Fax. 503.221.2077 CN WOMEN r 1 116 I O EXISTING CONCRETE SIDEWALK n 206XOMEN VEND VEND REF C3 A ( .. ME \1 v OFFICE O EXISTING CONCRETE CURB A5.0 ME 28 1 1 112 _ O ALIGN AND LEVEL NEW CONCRETE SIDEWALK TO B 8'-10" '-6" ALIGN WITH INSIDE EDGE OF EXISTING CURB HALL AV O FREE STANDING COUNTER AT WINDOW AREA.DO NOT 203FE 12 HALL v 1 OFFIC4 I ATTACH TO WINDOW CHAIR RAIL. OFFICE s 5 STORAGE 118 OFFICE A 202 128 10 0 10 ADD BLOCKING TO EXISTING WALL FOR UPPER CABINET LAUN Y 4 SUPPORT. 2 , F o WH I 11 RELOCATED FIRE EXTINGUISHER FE MECH/ 5'-V 5'-2" L 5'-0" I. mmHBIR ROOM S ,INKLER —�— I 12 NEW STEEL GRATING AT EXISTING DRAINAGE TROUGH 208 W 209 OFFICE D3 E s ••�• • "' A5.0 13 SPECNEW IFICATIONS. CATIONS.FAUCETS.SEE PLUMBING DRAWINGS AND .r" I OFFICOR(OFOI) Q 14 LOCATIONS PROVIDE HONE/DATA,,2CEILING MOUNTED INFOCUS T AMP,2 WAY CONSULTANTS I DEDICATED ELEC.ABOVE CEILING GRID. ', 15 RELOCATE AND RECONNECT SPRINKLER SYSTEM TO 14 1 FULL WORKING CONDITION;CONTRACTOR TO COORDINATE W/OWNER EXACT LOCATION. N ' • A41p I OPEN OFF/CE WH JAN 16 INFILL DOOR OPENING FLUSH WITH ADJACENT WALL '' 110 ( MATCH TEXTURE&FINISH. 1 * 3 0 B1, FLOOR PLAN - CREW BLDG �. SCALE: 1/8"= 1=0" � QWM REF FLOOR PLAN LEGEND N , { 15 T FE + OM NEW PARTITION TO CEILING GRID O O y Off! • E1 MENS N '106 (SEE DETAIL C1/A2.0) Z Z JZ 107 0� W 3 B EAKRODM NEW PARTITION TO CEILING GRID V A6.0 O 6.0 1 : I 105 (SEE DETAIL C1/A3.0) r Z L �� EXISTING PARTITION a O O zi m O ". D 4 HALL 2'-0 EXISTING RELITE o3 cc O 102 1 REVISION NOTE - - - - - pmv, a Z " a CONF LOBBY M O KEYED NOTE p 109 101 Q W K NEW RELITE 2'-0"WIDE,T-0"HIGH A4 I O 8 0 tO OFFICE ROOM NAME 2" /06 ROOM NUMBER B 0 101 DOOR NUMBER •' 5'-G" I 14 I A ATTACH CLIP TO DECK OR INTERIOR ELEVATION PROJECT NAME STRUCTURE OR BEAM 48" 1 1 SECURE TO METAL DECK W/O.C..C. A3 AUDITORIUM A6.1 D A6.1 B DIA.X 1-1/2"POWER ACTUATED A4.0 \--(D- 103 DRIVEPINS INTO CONCETE FILLED ( I C FLUTES OR#8 S.M.S INTO METAL. PROVIDE 1/2"EXPANSION JOINT 20 GA.31/2"STUD BRACING TO — — — ( 1 DETAIL IN DRAWING SET STRUCTURE @ 8'-0"OCl D.C. A8.1 PROVIDE 2"x 1/8"LIGHT&SOUND SEALING GASKET CONTINUOUS I PM DETAIL IN PROJECT MANUAL BETWEEN WALL&CEILING. o0o SEE RCP 6 I I � REVISION PROVIDE(2)#8 S.M.S FASTENERS @ EA.BRACE STUD CONNECTION TO SUSPENDED CEILING AS DATE: 02.05.07 TOP OF WALL STUD SPECIFIED I I I � CHECK: PB DRAWN 8Y. CD 3-1/2"25 GA.MTL STUDS @ 24"O.C. �� ! Q WITH 5/8"GYP.BD.EACH SIDE. PROVIDE 3"SOUND ATTENUATION PROJECT.' 206262 BATT INSULATION FRICTION FIT IN ( I EXISTING STUD SPACE AND ACOUSTIC RAMP STORAGE SEALANT @ CEILING GRID. — HILTI POWDER DRIVEN 1 104 ANCHOR DN 19PB AT 4'-0" �R — — I — — — — — — — R BASE ON BOTH SIDES AS Q.C.THRU MTL.STUD SPECIFIED TRACK i EXISTING SLAB 12 11 10 8 7 5 3 2 1 A2ArO N C1. NEW PARTITION CZ FLOOR PLAN - OFFICE BLDG SCALE: 1/2"=1'-0" SCALE. 118"= V-0" C 1 2 3 4 Cop~(0 zoos LRS Architects,irm 'ED Ake n14 13 9 11 AUt f. 6 4 1 GENERAL NOTESOA ' O G - - - - - G OF o 1. REFER TO SHEET A1.0 FOR COMPLETE LIST OF GENERAL NOTES,SPECIFICATIONS,AND CONSULTANT PLANS. + + 2. DIMENSIONS ARE TO FACE OF FINISH. ti + + I 3. ALL ELECTRICAL OUTLETS,DATA&SWITCHES (% SHOWN FOR REFERENCE ONLY.SEE ELECTRICAL PLANS. 4. SOUND CAULK ALL NEW WALUGLASS& + WALL/MULLION JOINTS. + 5 C " .CLEAN EXISTING LIGHT FIXTURES TO BE REUSED. Cb + + + + s + 8,-0. , i + HIM I 1121 SW Salmon Suite 100 Portland, OR 97205 0 P-1 + .�. Tel. 503.221.1121 � -- - + 1 ,❑ : . .• KEY NOTES Fax. 503.221.2077 -1g, " • PATCH AND REPAIR EXISTING CEILING OR REPLACE n ♦ O O \ WITH NEW TO MATCH EXITSTING -1g, " P 1 + O CEILING MOUNTED PROJECTOR LOCATION- 1 + PROVIDE 3/4"PLYWOOD BLOCKING @ BOTTOM -}- ,t•. _ ,• • :.�• . 3 ® OF TRUSS OR BRACKET ABOVE CEILING GRID ® + 9'-0" + •• .• •• ♦ 9'-0" FOR OWNER PROVIDED W/PROJECTOR REQUIREMENTS.TOR.COORDINATE • • • , „ + -0 + K • g, f- ♦ — + P 1 +(> + ® ir + + + + + CEILING & ELECTRICAL LEGEND E SEE GENERAL NOTES,SPECIFICATIONS,MECHANICAL, AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. SEE A0.2 AND A0.3 FOR IBC EQUIVALANT STANDARDS CONSULTANTS FOR INSTALLATION OF SUSPENDED CEILING SYSTEMS, + SPRINKLERS,AND LIGHT FIXTURES. 14 11 + u EXISTING GYP.BOARD CEILING 77' EXISTING CEILING Z -}- } NEW GYP.BOARD CEILING �/ N ri W cn � . � �• ; = NEW 24"X 24"ACOUSTICAL CEILING TILE AND GRID � N B1. REFLECTED CEILING PLAN - CREW BLDG `" • Q r, Z P-1 P-1 EXISTING LIGHT FIXTURE �' Z SCALE: 1/8"= V-0" + : EXIISTINGFIXRECESSED COMPACT FLUORESCENT DOWN LU o LU { RELOCATED RECESSED COMPACT FLUORESCENT m + + + 9'-0" DOWN LIGHT FIXTURE B14F + + O EXISTING RECESSED FLUORESCENT WALL WASHER ft EXISTING TRACK LIGHT FIXTURES TO REMAINm co) Q QLm M EXISTING 2 x 4 RECESSED LIGHT FIXTURE ~ J + 131-0" + } Q LV LV + + RELOCATED 2 x 4 RECESSED LIGHT FIXTURE i o o •• Q LU + u> EXISTING 2 x 2 RECESSED LIGHT FIXTURE ~ �' a, EXISTING EXHAUST FAN I 2 ATTACH CLIP TO DECK OR0 RELOCATED EXHAUST FAN STRUCTURE OR BEAM 48.O.C. PROJECT NAME SECURE TO METAL DECK W/1/4 EXISTING HVAC GRILLE SEE MECHANICAL DIA.X 1-1/2"POWER ACTUATEDDRAWINGS FOR LOCATION OF NEW DRIVEPINS INTO CONCETE FILLED FLUTES OR#8 S.M.S INTO METAL. + EXISTING SPRINKLER HEAD PROVIDE 1/2"EXPANSION JOINT 20 GA.31/2"STUD BRACING TO � — _ — STRUCTURE @ 8'-0"O.C. EXISTING OCCUPANCY SENSOR PROVIDE 2"x 1/8"LIGHT&SOUND ® (31+ EXISTING EXIT SIGN SEALING GASKET CONTINUOUS 2 BETWEEN WALL&CEILING. CEILING HEIGHT AFF I SEE RCP I P_1 FINISH TYPE ' I " p PROVIDE(2)#8 S.M.S FASTENERS @ REVISION DATE: 02.05.07 EA.BRACE STUD CONNECTION TO SUSPE TOP OF WALL STUD SPEC FNED D CEILING AS t- FEE 0 0 0 ; 0 0 10 CHECK: PB __ _ CD• 5.1/2"25 GA.MTL STUDS @ 24"O.C. Q — — — 1 (2 ) DRAWN 8Y. WITH 5/8"GYP.BD.EACH SIDE. PROVIDE 3"SOUND ATTENUATION BATT INSULATION FRICTION FIT IN I PROJECT. 206262 STUD SPACE AND ACOUSTIC SEALANT @ CEILING GRID. HILTI POWDER DRIVEN ANCHOR DN 19P8 AT 4'-0" _ I _ _ _ _ _ _ BASE ON BOTH SIDES AS O.C.THRU MTL.STUD SPECIFIED TRACK i _ EXISTING SLAB 12 a 10 8 7 5 3 2 1A3. 0 N C1. NEW PARTITION C2" REFLECTED CEILING PLAN - OFFICE BLDG SCALE: 1/2"=1'-0" SCALE: 118"= 1=0" C 1 2 � 3 4 _ Coarwhr®200u3S*dWecfs,Inc. Muoy OPENING DOOR HDWR. Notesy No. ROOM NAME SIZE Thick. Type Material Finish Group 101A Lobby PR T-0"x T-0" 13/4" FG ALUM ANO 1 3,5,6,7 1018 1 Lobby PR 3'-0"x T-0" 13/4" FG ALUM ANO 1 3,5,6,7 B3 ALIGN TOP OF �OF ORS 110A Open Office 2'-8"x 3'-2' 13/4" FL WD ST 7 1,4A4.0 64 TUBE STEEL 1108 Open Office T-0"x 3'-2" 13/4" FL WD ST 7 1,4 (HSS)WITH TOP A4.0 1/4"STEEL FL B3 112 Office 3'-0"x7'-0" 13/4" 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 T-ON '-0" 13/4" F WD ST 3 1,2,3,4 GATE FRAME 125 Men E E E E E 6 ALIGN TOP OF ELECTRIC 128 Storage 3'-0"x7'-0' 1 3/4" F WD ST 2 1,2,3,4 STEEL ANGLES STRIKE 129 Office T-ON '-0" 13/4" FR WD ST 2 1,2,3,4 WITH BOTTOM 204 Locker E E E E E E 1,2,3,4 OF MASONARY CAP,TYP i I CARD READER 001 Exterior Gate T-0"x6'-0" MTL 5 2"SQUARE I GALVANIZED I I L 1. _ STEEL R I WIRE MESH, _ 188"DIAM I = 21 2LATCHGUARD I cb Material Legend: ALUM Aluminum MIN. It 11 11 I I I ANO Anodized,color:match existing door frames I I I I n E Existing EXISTING ( 3 ST Stain MASONARY I MTL Metal,painted steel WALL,TYP I GATE PULL WD Wood co Quantity Name: Quantity Name: I Hardware Group#1: 2 Center Pivot(set) 2 Mfg Std.PullI I 1121 SW Salmon 1/4"STEEL k ( I Suite 1 DO 2 Concealed Closer 1 Threshold 1 Rim Cylinder 2 Exit Device with concealed HEAVY DUTY Portland, OR 97205 top and bottom rods SELF-CLOSING PANIC EXIT Tel. 503.221.1121 � GATE HINGES(3), 3-0" NOTE:CONTRACTOR TO DEVICE Fax. 503.221.2077 Quantity Name: Quantify Name: MIN VERIFY HINGES 1.PROVIDE A 1/8"CAP AT ALL REFER TO A3/A4.0 FOR Hardware Group#2: 3 Hinge 1 Door Stop 31/2" WILL SUPPORTSED ENDS. TYPICAL NOTES AND 1 Entry(Office)Lockset 3 Silencer 7yp WEIGHT OF GATE 2.ALL EXPOSED STEEL TO BE PAINTED,COLOR:BLACK. DIMENSIONS SCHEDULE Quantity Name: Quantity Name: n DIM Hardware Group#3: 3 Hinge 1 Accessible Unisex Toilet M (NP) A3. GATE ELEVATION- EXTERIOR A4. GATE ELEVATION - INTERIOR 1 Privacy Lockset with Raised and Braille SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" 1 Door Stop Characters&Pictorial / 3 Silencer Symbol Signs,Complying A D 1 Occupancy Indicator with ADA 4.30. w GLAZING J d Quantity Name: Quantity Name: w - EXISTING Hardware Group#4: 3 Hinge 1 Door Stop MASONARY WALL 1 Push/Pull 3 Silencer / / BEYOND 1 Kick Plate o 2"SQUARE 11/2*x 3/16" TUBE STEEL GALVANIZED WIRE SQUARE STEEL 5/8"SQUARE BEYOND Quantity Name: Quantity Name: FG MESH,.188"DIAM MIN. GATE FRAME STEEL GATE PULL ALIGN It WITH Hardware Group#5: 3 Hinge 1 Panic Exit Device FULLR 1/4"STEEL INSIDE EDGES OF CONSULTANTS 1 Electric Strike 1 Card Reader GLASS(PAIR) N GRIND SMOOTH 1 112" GATE FRAME 1 Door Pull EXPOSED EDGES Quantity Name: Quantity Name: /2 PANIC EXIT A co ..�, Hardware Group#6: 1 Privacy Lock (E) Other Hardware Existing DEVICE, FINISH: 1/4"STEEL R ANODIZED BLACK 1 Occupancy Indicator in SCHEDULE SCHEDULE C1 , '� Zw Quantity Name: Quantity Name: DIM 2'-0" DIM o " LU Hardware Group#7 2 Hinge 1 Electric Strike (TYP) (TYP) 9 C! ICX 1 1/2 1 Passage Set � ~LU � 0 0 -a 1 1/2" 1/4 STEEL P,QgRIND ai. ' W N CL 4" " 2"SQUARE EDGES SMOOTH EXPOSED 6 Nco Notes: 1. Wood doors-rotary cut,book match, 5. Reuse existing door frames. Repair any damage to 2-4 0_ �, k '� O Z GALVANIZED WIRE center match,stain to match existing, existing frames prior to installation of new doors. w MESH, .188"DIAM MIN. `�' 1 1/2"x 3116" 2'-11" O O O Oak veneer-Grade A clear finish. 6. Contractor to verify new doors and all hardware are v NOTE: SQUARE STEEL ABOVE Q _ 2. Door frames:Steel,painted compatible with existing frames and existing automatic door closer. c, Cn 1.PROVIDE A 1/8"CAP GATE FRAME GRADE 1 1/2" C _ J �► 3. Door Hardware:Best 7-Pin,Owner to 7. Re-connect existing automatic door closer, AT ALL EXPOSED r Z Uj L provide new cores throughout. associated push buttons,and wiring. ENDS. ( STEEL ANGLE T 2.PROVIDE A 1/4"ALL TUBE STEEL POST BEYOND 4. Hardware finish:Oil Rubbed Bronze. c� AROUND FILLET WELD — BEYOND Q •.LU Uj F L FR AT ALL JOINTS, UNO. FLUSH LOUVER FLUSH PANEL 3.ALL EXPOSED — SEE B3/A4.0 FOR NOTE: J PANEL W/RELITE STEEL TO BE I 4 C2 TYPICAL NOTES 1.PROVIDE A 1/8"CAP AT ALL EXPOSED O ca Q LU PAINTED,COLOR: I ( AND DIMENSIONS ENDS. �y P..BLACK. l J A4.0 2.PROVIDE A 1/4"ALL AROUND FILLET _ — — — — WELD AT ALL JOINTS,UNO. Q LU I%% � O T-1/4"TEMPERED GLASS 3.ALL EXPOSED SURFACES TO BE t 1� B2. DOOR TYPES B3. SECTION THROUGH GATE B4. GATE PULL PAINTED,COLOR:BLACK.+ � U SCALE: 1/4"=1'-0" SCALE: 314"=1'-0" SCALE: 3"=1'-0" 1 B Z —1/4"TOOLED EDGES,FILL TOP WI JOINT SEALER, 1"DEEP ELECTRIC STRIKE,PROVIDE 112"EXPANSION SMOOTH TOOLED BAND(TYP) NECESSARY PROJECT NAME 3/4"x 9"x 12"R BELOW ANCHORS WITH CONCRETE SLAB W/BROOM GRADE METAL FLANGE/HOUSING TO A EMBEDMENT, 1/4"WIDE,3l8" FINISH,UNLESS NOTED CREATE A TMP DEEP CONTROL OTHERWISE ON PLANS 1/2"EXPANSION WATER TIGHT SEAL 1/2" ANCHORS WITH 4" PANIC EXIT BETWEEN STRIKE JOINT WITH 114" 2" 2" 4" 4" 4" 4"x 4"x 3l8"HSS EMBEDMENT,TYP MECHANISM AND POST 4"x 4"x 3/8"HSS I TOOLED EDGES SIDEWALK EDGE DEVICE SMOOTH BAND W1 TOOLED = a v. EDGE CONT. L 4"x 4"x 1/4" 1" 3/4"x 9"x 12"R BELOW GRADE 1 1/2I CONT.L 4"x 4"x 1/4" I ERIFY STEELANGLES BEYOND r — — — — — — — — — — PANIC EXIT DEVICE TYP GENERAL CONCRETE WALK NOTES 5/16 (��1 ( (��1 1/2"EXPANSION JOINT BOARD TYP 1. PROVIDE SIDEWALK JOINTING AS FOLLOWS: I I REVISION FULL DEPTH POUR JOINT(CONSTRUCTION JO/N79:PROVIDE AT TYPICAL _ I DATE: 02.05.07 INSIDE CORNERS AND ABRUPT CHANGES IN DIRECTION. 3/4"x 9"x 12"R NEW FULL DEPTH EXPANSION JOINT. WITH 1/2"EXPANSION MATERIAL, CONCRETELO` ? I- - i j I CHECK : PB PROVIDE AT RAMP ENDS,ALONG ALL WALLS,ALONG ALL RETAINING AND 11,7 WALK SCREEN WALLS,AND AT 100'MAX RUNS. v p p I d IQ a Q Q ( ( DRAWN BY. CD CONTROL JOINT. 3/8"DEPTH OF SLAB AT TOC TYPICAL AS SHOWN ON — — L41 O SITE PLANS U.O.N. PROVIDE JOINTS WHERE INDICATED ON DRAWINGS, I 4 11 q I (c- 2" (c1 AT BUILDING CORNERS,ALONG COLUMN LINES,AND POINTING TOWARD } i I 1/2"EXPANSION I PROJECT. 206262 CENTER OF ARC AT RADIAL SIDEWALKS. � <J U ANCHORS WITH 4" - - - - - - - - - - - — J L - - — — — — — — — °p W EMBEDMENT,TYP EXISTING " PROVIDE MATCHING TOP ELEVATIONS AND EXPANSION JOINT AT `7 MASONARY STEEL GATE FRAME 31/2 CONNECTION OF EXISTING SIDEWALK AND NEW SIDEWALK. WALL STEEL 1 3/4" 112" EXISTING i EX CONCRETE VERIFY GATE FOOTING STEEL GATE PULL VERIFY MASONARY MAKE ALL JOINTS WITH TOOLS LEAVING SIMILAR RADIUS,TEXTURE,AND L 1'-6" 4"x 4"x 3/8"HSS FRAME WALL WITDH. LAYOUT JOINTS TO FORM REGULAR EQUAL SHAPES AS CLOSE V GUARD 1/4"STEEL LATCH 3/16 TO SQUARE AS POSSIBLE. 1.ALL EXPOSED STEEL TO BE PAINTED,COLOR:BLACK HEAVY DUTY GATE 1/4 TYP 0 HINGE NOTE: A4Ar 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. C1. CONCRETE WALK C2. GATEPOST @ EXISTING FOOTING C3. JAMB GATE HINGE C4. JAMB @ GATE LATCH 2.ALL EXPOSED STEEL TO BE PAINTED, COLOR: BLACK. SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" C _ 1 � 2 _ 3 _ 4 copyWhf 0 2M LRS Amh facts,inc. ft,%B A CODE MANUFACTURER/DESCRIP77ON QUANTITY FINISH LEGEND MW GE PROFILE COUNTERTOP CONVECTION/MICROWAVE OVEN 4 Y MATERIAL CODE MANUFACTURER/STYLE LOCATION JE1590WH,WHITE,150OW2 19 718"D,14 7/8"H,22 5/8"W,52 LBS BULLETIN BOARD BB-1 FORBO LINOLEUM BULLETIN BOARD COLOR:2205,6 MM THICK LOBBY CABINET W 1. FT.CONVECTION OVER-THE-RANGE 1 _-- 2'-6" M 0 GE PROFILE 7 CU. CO C 0 0 G �r MICROWAVE OVEN,JVM1790WK,WHITE,100OW '�7 AID CARPET CP-1 INTERFACE CARPET TILES GENERAL 15 3/8"D 16 7/16"H 2915/16"W 65 LBS 50CMX50CM PD OF U V6 STYLE:1672002500,18 OZ CT FRIGIDAIRE 30"ELECTRIC CERAMIC-GLASS COOKTOP 1 — MR COLOR;5474 THUNDER WITH RADIANT ELEMENTS,FEC30S6AB,FRAMELESS TS INSTALLATION METHOD:TACTILES DBL STICK TAPE 213/8"D,3"H,30 3/4"W,BLACK GB \ HK GB INSTALLATION PATTERN:ASHLAR(OFFSET,DIRECTIONAL) REF FRIGIDAIRE 20.6 CU.FT.TOP FREEZER REFRIGERATOR 3 LINOLEUM LN-1 MARMOLEUM DUAL AUDITORIUM AND FRT21 KG4EW,WHITE,FROST-FREE,33 3/4"D,69"H,29 5/8"W a LINOLEUM TILE 20"X 20" PUBLIC KITCHEN LN-5 a LN-5 COLOR:707 BARLEY F� SELF- / o SELF- A2. APPLIANCE &NIFIXTURE SCHEDULE covE covE LN-2 MARMOLEUM DUAL AUDITORIUM AND TP ` BASEv 'kv. WR `'� to BASE ~ LINOLEUM TILE 20"X 20" PUBLIC KITCHEN SCALE: N.T.S. SN B C D ker COLOR:769 HAVANA NOTE:SEE SCHEDULE B2/A5.0.2 FOR TOILET ACCESESORY A3, WOMEN 124 SCHEDULE AND DRAWING D4/A0 FOR STANDARD MOUNTING HEIGHTS LN-3 MARMOLEUM DUAL AUDITORIUM AND SCALE: 1/4"=1'-0" LINOLEUM TILE 20"X 20" PUBLIC KITCHEN NO. ITEM MANUFACTURER/DESCRIP71ON n COLOR:713 CALICO LN-4 MARMOLEUM DUAL AUDITORIUM AND PTD Paper Towel Dispenser Bobrick B4262 conturs Series Surface Mounted LINOLEUM TILE 20"X 20" PUBLIC KITCHEN SD Soap Dispenser Bobrick B-40 GB Grab Bars Bobrick Stainless Steel Grab Bar with Snap Flange 2-6 21v-3N. COLOR:779 SANDSTONE MR Mirror Bobrick�B-166 Mirrors Shelf Combination 18x30 " � " 1121 SW Salmon LN-5 MARMOLEUM DUAL OFFICE RESTROOMS HK Hook Bobrick,#B-6727 Surface-mounted Double Robe Hook —'— Suite 100 WR Waste Receptacle Bobrick B-277 Contura Series Surface Mounted Portland, OR 97205 ' - LINOLEUM ROLL TP Toilet Paper Dispenser Relocate&Reuse Existing MR PD Tel. 503.221.1121 COLOR:769 HAVANA WITH 5"SELF-COVE WALL BASE TS Toilet Seat Cover Dispenser Relocate&Reuse Existing / TS Fax. 503.221.2077 / n // HK / GB GB ' PAINT P-1 BENJAMIN MOORE GENERAL B2. TOILET ACCESSORY SCHEDULE � NAVAJO WHITE OC-95 / o _ SCALE. N.T.S. 'a P-2 BENJAMIN MOORE ACCENT WALL \\ a LN-5 a LN-5 WILMINGTON TAN HC-34 SELF- SELF- COVE COVE P-3 BENJAMIN MOORE ACCENT WALL,DOOR TRIM& FINIS SCHEDULE \ N in BASE TP WR '� BASE CAMOUFLAGE 2143-40 PAINTED DOORS AT INTERIOR ROOM FLOOR BASE WALLS CEILING NOTES A B C D A P-4 BENJAMIN MOORE WOOD BASE, No Name North East South West Finish ,' , MEN 125 NOTE:SEE SCHEDULE B2/A5.0.2 FOR TOILET ACCESESORY SCHEDULE AND DRAWING D4/A0 FOR STANDARD MOUNTING HEIGHTS ASHLAND SLATE 1608 DOORS AT AUDITIORIUM 101 LOBBY WM-1,(E)* P-4 P-2 P-2 P-2 P-2 (E) 1 SCALE: 1/4"=1'-0" P-5 BENJAMIN MOORE ACCENT WALL COLOR 102 HALL (E) P-4 P-3 P-3 P-3 P-2* (E) 1 OXFORD GRAY 2128-40 103 AUDITORIUM LN-1,2,3,4* P•4 (E) (E) P-4,(E) (E) (E) 1 C4 rA2 104 STORAGE LN-1,2,3,4* P-4 P-4,(E) (E) (E) (E) (E) 1 A6.0 A6.0 P-6 BENJAMIN MOORE ACCENT WALL COLOR 105 LOUNGE LN-1,2,3,4* P-4 P-6 P-6 P-6 P-6 (E) 1 M. MONROE BISQUE HC-26 1� WOMEN (E) (E) P-1 P-1 P-1 P-1 P-1 6 EQUAL 12'-0' 2'-2" 107 MEN (E) (E) P-1 P-1 P-1 P•1 P-1 _ PLASTIC LAMINATE PL-1 WILSONART LOBBY CABINET 109 CONF CP-1 P-4 P-6 P-6 P-6 P-6 (E) \� PL-,'3 / CONSULTANTS 4832-07 SATIN OXIDE FACES 110 OPEN OFFICE (E),CP-1* P-4 P-1,P-3,P-5* P-1 P-2 (E) (E),P-1 1 / 111 OFFICE CP-1 P-4 P-1 P-3 P-3 (E) (E) LOBBY AND GENERAL 112 OFFICE CP-1 WB-1 P-1 P-6 P-6 P-1 (E) /_ \ _ OPEN OPEN Al A3 Al PL-2 WILSONART 113 OFFICE CP-1 P-4 P-1 P-1 P-1 P-6 (E) C146.0 A6.0 Afi.0 4823-60 ANTIQUE BRUSH CABINET COUNTER TOPS / \ � 114 OFFICE CP-1 P-4 P-1 P-1 P-1 P-6 (E) MW MW PL-3 FORMICA GENERAL CABINET 115 OFFICE CP-1 P-4 P-1 P-1 P-1 P-6 (E) �, °i' PL-2 PL-2 PL-2 Z' 3505-11 STORM SOLIDZ, FACES 116 HALL CP-1 P-4 P-6 P-3 P-5 P-5 (E) F- �,,, 17mw7lTVERTICAL PATTERN117 HALL CP-1 P-4 P-6 P-3 P-5 P-6 (E) 'd' PL-3 rw ,,, C/'� 118 HALL CP-1 P-4 P-1 P-5 (E) co T / \� \ „ / \ OPE `-4 OPEN `+♦ ~ �"'' oa Z 120 OFFICE CP-1 P-4 (E) P-6 P-6 P-5 (E) 7 - - 77 — — / \ / "' 1,V PL-4 NEVAMAR RESTROOM COUNTERS .,.,. \ / "-\1 -"I* „,�„ \ , Q t++'f BASIC BLACK HAUTELINK HLT001T 121 OFFICE CP-1 P-4 (E) P-1 P-1 P-5 (E) I a 4-- 1 x i'V Z •rr,,, 122 OFFICE SDT-1 P-4 P-3 P-3 P-3 P-3 (E) ; - SUPPORT Q RB-1 PL-3 VERTICAL RB 1 FINISH BACKS 123 ELEC (E) {E) {E} (E) {E) (E) (E) � Qy RUBBER BASE RB-1 ROPPE CREW AREAS A PATTERN OF FREESTANDING B AS REQ'D ASTM TYPE:TS RP1891/8”VULCANIZED 124 UNISEX LN-5 LN-5 P-2 P-2 P-2 P-3 P-1 �r Z BASE AND TOP PINNACLE SBR RUBBER BASE 125 MEN LN-5 LN-5 P-2 P-3 P-2 P-2 P-1 C3, PL-3 VERTICAL � Q126 MECH (E) (E} (E) {E E) E E CREW ROOM 20V OFFICE 202 AT WINDOW Q Qj 4 COVE,COLOR:P177 STEEL BLUE ) ( ( ) ( ) 127 OFFICE CP-1 P-4 - P-3 P-3 - E SCALE: 1/4"=1'-0" �. _ "� O `r � ZvuW WALK OFF MATT WM-1 THE ANDERSEN CO.AND PACIFIC MAT 128 STORAGE CP-1 RB-1 P-1 P-1 P-1 P-1 (E) rA4 z Uj 129 OFFICE CP-1 WB-1 P$ P-1 P-1 P-6 E A6.0 � o 0 (a WATERHOG 36 OZ PREMIER TILES ( ) PATTERN:GEOMETRIC 220 130 JANITOR SV-1 RB-1 P-1 * P-1 * P-1 * P-1 P-1 rBi**� A2 m Q COLOR:CHARCOAL 154 201 CREW ROOM SV-1 RB-1 P-6,(E) P-6,(E) P-2,P-5 P-6 (E) 1 10 EQUAL A6.0 A6.0 " 202 OFFICE SV-1 RB-1 (E) P-2 (E) toto SIZE:7/16 AT FRONT ENTRY TILE INSET 203 HALL SV-1 RB-1 P-6 — P•5 (E) (E) _ 204 LOCKER SV-1 RB-1 P-3 P-3 P-2,P-3* P-3 P-1 1 PL-1 PL-3 VERTICAL � � � �•• WM 2 THE ANDERSEN CO.AND PACIFIC MAT 205 MEN (E),SV-1* RB-1 P-3 P-3 P-3 P-3 P-1 1 N ~ Uj WATERHOG 36 OZ PREMIER TILES PATTERN:GEOMETRIC 220 206 WOMEN SV-1 RB-1 P-3 P-3 P-3 P-3 P-1 = / \ / \ / \ / \ / \ / \ OPEN OPEN Z 1.9 r- �11 0 207 LAUNDRY (E) RB-1 P-1 P-1 P-1 P-1 P-1 — — _ — — — — — `4 MW MWO '� Q COLOR:CHARCOAL 154 N SIZE:1/4w THICK AT BACK ENTRIES 208 DRY ROOM (E) RB-1 P-1 P-1 P-1 P-1 P-1 c \ / \ / \ / \ / \ / \/ 209 SPRINKLER E E E E E E E -as COOKTOP REF ( ) ( ) ( ) ( ) ( ) ( ) ( ) � AND BACKSPLASH GE � PL-2 WOOD BASE WB-1 HARDWOOD BASE B PAINTED TO MATCH EXISTING _ _. _ _ _ _ D 1 FINISH LEGEND NOTES: *See notes Ep COPIER { COPIER CP CARPET RB RUBBER B BE 1. See finish floor plan for aint color and flooring locations. N I N.LC. ( \` i I N.LC. N — G — — r SCALE.• N.TS. (E) EXISTING SV SHEET VIN L GB GYPSUM BOARD T TILE �• LN LINOLEUM WM WALK OFF M T PL-1 BLACK MACK PL-3 VERTICAL PROJECT NAME P PAINT PL.LAM.BASE PL.LAM•BASE PATTERN D3. OPEN OFFICE 110 D4. LOUNGE 105 E3 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" I AS.o D2 ROOM FINISH SCHEDULE SCALE. N.T.S. I A 16'-3" 4'-3" I 3'-4" 12'•11" L HEAVYDUTY,CLEAR I REVISION _ ACRYLIC BROCHURE © RACK, ( DATE: 02.05 07 T' �? 29"WIDE,48"HIGH, W/ADJ.SECTIONS (30) 4 TAPAL ull T-3" 3'-3" 3'-4" T-3" T-3" 3'-3" T-3" '-0" 3'-0" 3� MAILBOXES OPEN CHECK P8 E3 B 2'-2" B2 B1 SHELVES I DRAWN BY.• CD BB-1 BB-1 A6.0 PL-1 PL-3 HORIZONTAL A6.0 B Go - T PL-2 C1 PL-2 C2 PL-2 PL-2 // \\ cc f PL-3 A6.0 PL-1 A6.0 _ PROJECT.- 206262 PLA PL-3 c'v N C3 cv w / \ A6.0 PLA PL-3 cn ch j \ IFLAT FILE ful I A5t - L� 6'-81/2" I. PL-1 BLACK 3/4"BRUSHED " BLACK PLA In 3 STAINLESS STEEL PLAM BASE 4'-7"MIN.CLEAR A B PLAM BASE ALUMINUM REVEAL, CHANNEL AT DOOR A B 4'r E1. ENLARGED RECEPTION DESK PLAN E2. RECEPTION DESK ELEVATION TYP. CAP E3, RECEPTION DESK ELEVATION E4. HALL 116 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 114"=1'-0" SCALE: 114"=1'-0" C 1 2 3 4 copyright 0 2005 LRS nrd,;at,Inc. 4� %BD A�'C' S �r Y PLASTIC LAMINATE COUNTERTOP(SEE ELEVATION)OVER 3/4" PLASTIC LAMINATE ALL EXPOSED SURFACES (��0� PLYWOOD&HARDWOOD EDGE. PLASTIC LAMINATE AT ALL VARIES 3/4" WHITE MELAMINE EXPOSED SURFACES&EDGES. nn (�Q �✓ 3"STAINLESS STEEL GROMMETS V ADJUSTABLE SHELF,TYP. O j� VARIES WHITE MELAMINE INTERIOR,TYP. PROVIDE PL-2 AT ALL EXPOSED FIREPROOF PULLS: DOUG MOCKETT,ARC SURFACES&EDGES BLOCKING AS PULL DP18B 90 REQUIRED PULLS: DOUG MOCKETT, ARC PULL DP18B 90 PLASTIC LAMINATE ALL (2)314"PLYWOOD THICKNESS CLEAR SILICONE CAULK AT ALL n OPEN Sf-IELF EXPOSED SURFACES AND HARDWOOD EDGE SEAMS,TYP. _ _ _ _ _ _ _ — 1 X2 CROSS BAR PLASTIC LAMINATE COUNTERTOP PROVIDE RAP CABINET SIDES WITH FACE STAINLESS STEEL PROVIDE &SPLASH(SEE ELEVATION)OVER Fil J. BLOCKING AS LAMINATE DEPTH OF STANDARD WORKSURFACE SUPPORT AS BLOCKING 314"PLYWOOD&HARDWOOD ~ REQUIRED UPPER CABINET BEYOND REQUIRED AS REQ'D V `civ EDGE. PLASTIC LAMINATE AT ALL 1'-8"CL R EXPOSED SURFACES&EDGES.� .- LETTER FILE DRAWER,MELAMINE INTERIOR-ALL SIDES&BOTTOM(TYP) SOLID WOOD EDGE BLOCKING IC LAMINATE ALL cD fir) EXPOSED SURFACES c� o PULLS: DOUG MOCKETT,ARC `T PULL DP18B 90 ^� SEE INTERIOR ELEVS FOR FACE0 PROVIDE `" pLgM BOTH SIDES&ALL EDGES &FINISH OF ALL EDGES OF DOORS O FIRED ROO AS U- BLOCOF DOORS/DRAWERS — — — — — — — WHITE MELAMINE INTERIOR w/STEEL Z REQUIRED WHITE MELAMINE INTERIOR w/ 1121 SW Salmon ACCURIDE FULL EXTENSION ALL STEEL STEEL ACCURIDE FULL n o 2'-0" EXTENSION ALL STEEL BALL Suite 100 BALL BEARING GLIDE DRAWER SYSTEM, � �• = TYP. CLEAR SILICONE CAULK BEARING GLIDE DRAWER SYSTEM Portland, OR 97205 RUBBER BASE AT ALL SEAMS,TYP. 4"RUBBER BASE Tel. 503.221.1121 3" Fax. 503.221.2077 HEAVY-DUTY ADJ.HEIGHT STEEL LEVELERS AT FREESTANDING BASE n Al. FILE DRAWER BASE A2. MICROWAVE CABINET SECTION A3. CASEWORK DETAIL A4. CASEWORK DETAIL SCALE: 1/2"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" 2'-2" Cd A w 3/4"X 1 1/2"TRIM, PL-3 PL-3 OVER X 1 1/2" TRIM CLEAR SILICONE CAULK AT SEAM TRIw 2'-0" 2'-1" (TYP))1" WHITE MELAMINE INTERIOR AND AT BULLETIN EXPOSED SURFACES&EDGES, BOARD 1" _-- 1/4"FIXED SHELVES, MIRROR(MOUNT FLUSH w/ ALL SHELVES 1/2"AND FIXED,TYP FRAME WHITE MELAMINE,TYP. TILE) CHROME ADA COMPLIANT FAUCET OPEN SHELVES iO 1/8" STAINLESS STEEL ACCESSIBLE KITCHEN SINK-W/ REVEAL AT SOUND ABSORBING UNDER-COATING PLASTIC LAMINATE COUNTERTOP BULLETIN PLASTIC LAMINATE COUNTERTOP& (SEE ELEVATION)OVER 314"PLYWOOD FRAIRAE SPLASH(SEE ELEVATION)OVER 3/4" &HARDWOOD EDGE. PLASTIC LAMINATE 1 PL-4 COUNTERTOP OVER 314" PLYWOOD&HARDWOOD EDGE. PLASTIC CONSULTANTS AT ALL EXPOSED SURFACES&EDGES. PLYWOOD,PLASTIC LAMINATE AT c``.i LAMINATE AT ALL EXPOSED SURFACES& - - - - - - - 4 tEDGES. ALL EXPOSED SURFACES&EDGES BLOCKING AS REQUIRED PULLS: DOUG MOCKETT, 0 CONTINUOUS STEEL ANGLE PULLS: DOUG MOCKETT, ARC PULL DP18B 90 `D LINOLEUM BULLETIN BOARD BB-1,SEE ARC PULL DP18B 90 REMOVABLE BASE CABINET FINISH SCHEDULE DOORS AND BASE W/ FULLY CONCEALED "�• EUROPEAN HINGE;P.LAM BOTH SIDES&ALL WHITE MELAMINE INTERIOR � p � U EDGES OF DOORS&EXPOSED AREAS, � O ADJUSTABLE SHELVES,TYP g LL LL 2X4 LEDGER-BACK& `� BLACK HEAT- O SIDES PROOF WRAP MIN.WIDTH CLEARANCE AT SINK:30" 4"BLACK PLASTIC ° ° PIAM BOTH SIDES&ALL EDGES i.� REMOVABLE BOTTOM Z ? 9 Ox z EXISTING SINK TO @ EXPOSED M W M O g O BE INSTALLED AND CLEAR PIPING LAMINATE BASE,TYP. ° ° O rn U- o SHELF&BASE N OF DOORS/DRAWERS �'' �' �" N LL CAULK ALL SEAMS 4"RUBBER O O Q ° WHITE MELAMINE INTERIOR CONTINUOUS STEELBASE,CUT TO CABINET WIDTH ANGLE SUPPORT `v � 0 uj 4"BLACK PLASTIC HEAT PROOF WRAP @ LAMINATE BASE,TYP. EXPOSED PIPING 2'_ tF7 CONTINUE FLOOR FINISH 0 3" — / f ADJ.HEIGHT,HEAVY-DUTY, UNDER CABINET AT SINK, m Qw 'y 3" STEEL LEVELERS,TYP. SEE FLOOR FINISH PLANS a J ui ADJ.HEIGHT,HEAVY-DUTY,STEEL B9. CASEWORK DETAIL LEVELERS,TYP. B2. CASEWORK DETAIL B3. SECTION THRU VA ~ VANITY B4. CASEWORK DETAIL Qc � SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" Q SCALE: 1"=1'-0" 0 Go B PLASTIC LAMINATE COUNTERTOP(SEE ELEVATION)OVER 314" 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 OVER 3/4"PLYWOOD&HARDWOOD EDGE. PLASTIC LAMINATE EDGE. PLASTIC LAMINATE AT ALL EXPOSED SURFACES&EDGES. AT ALL EXPOSED SURFACES&EDGES. I EXPOSED SURFACES&EDGES. WHITE MELAMINE INTERIOR w/STEEL SOLID WOOD EDGE BLOCKING 1 1/2" 1/2" ACCURIDE FULL EXTENSION ALL STEEL N W/PLASTIC LAMINATE ALL I — — — — BALL BEARING GLIDE DRAWER SYSTEM, EXPOSED SURFACES I TYP. FASTEN TO PULLS: DOUG MOCKETT, CABINET OR ARC PULL DP18B 90 PULLS: DOUG MOCKETT, _ _ _ _ _ _ _ PULLS: DOUG MOCKETT, WALL BEYOND ARC PULL DP18B 90 ARC PULL DP18B 90 WITH BLOCKING ° WHITE MELAMINE ° ° CAB INTERIOR TYP. I REVISION PLAM BOTH SIDES&ALL EDGES MELAMINE DRAWER ( DATE: 02.05.07 M STEEL DOOR FRAME � ° ° ° ° OF DOORS/DRAWERS SEE DOOR SCHEDULE ;� WHITE MELAMINE INTERIOR w/ o INTERIOR-ALL SIDES&BOTTOM(TYP) ADJ SHELF N ADJUSTABLE SHELVES,TYP. Zv 1x2 CROSS BAR ° — — — — — — ( CHECK PB SEE ELEVATIONS FOR ° PLASTIC LAMINATE TYPE, 4"BLACK PLASTIC SEE INTERIOR ELEVS FOR FACE I DRAWN BY. CD MATCH EDGE TO DOORS ° LAMINATE BASE &FINISH OF ALL EDGES OF DOORS STEEL ACCURIDE FULL EXTENSION ALL — — STEEL BALL BEARING GLIDE DRAWER PROJECT.- 206262 BLACK PLASTIC LAMINATE BASE,TYP. FIN.FLOOR 3 !63" SYSTEM,TYP. BASE,SEE ELEVATIONS HEAVY-DUTY,ADJ.HEIGHT STEEL LEVELERS, HEAVY-DUTY,ADJ. HEIGHT STEEL _" 3- LEVELERS,TYP. Cl. CASEWORK DETAIL C2. CASEWORK DETAIL C3. CASEWORK DETAIL C4. DRAWER BASE A6NO SCALE: 1"=V-0" SCALE: 1"=I'-O' SCALE: 1"=V-0" SCALE: 1"=T-0" C 1 2 3 4 _ Copyright®2065 LRS Arch(tects,Inc. 5:p�BD A, i � Y _ 14 13 9 1 1 0 4 GENERAL FINISH NOTES 1. NOTIFY ARCHITECT OF ANY DISCREPANCIES OF 0 0 BETWEEN DRAWINGS AND SITE CONDITIONS. OFFICE2. PAINT INTERIOR METAL DOORS&DOOR • UNLESS OTHERWISE NOTED.SEE KEYNOTE 6.IM P-3 121 i CP-1 i P-5 GENERATOR I 1 I 3. PAINT WOOD BASE P4 210QFFICE 4. PROVIDE RUBBER TRANSITIONS AT ALL CHANGES IN OFFICE P-1 120 I FLOORING MATERIALS.ROPPE MATCHMATE RUBBER ACCESSORIES,COLOR P177 STEEL BLUE. PROVIDE CP-1 P-5 CP-1 DOOR MANUFACTURER'S THRESHOLD AT NEW EXTERIOR DOORS. O B OFFICE 12.2 5. IN PROJECT AREA,WHERE NEW SUSPENDED CEILING (E) I❑ CP-1 GRID SYSTEMS ARE INSTALLED,THEY ARE REQUIREDTO MEET CURRENT c� O4 r x P-6H LATERAL BRACING STANDARDS. SUPPORT AND MEN V 1 (E) 6. REPAIR/REFINISH ANY DAMAGE TO EXISTING FINISH . 205 ELEC CP-1 SURFACES IN IMPROVEMENT AREA CAUSED BY BAY Sv-1 I 123 P-6 OFFICE CONSTRUCTION OPERATIONS. 1 LOCKER 115 I 1121 SW Salmon 7. MATCH EXISTING WALL TEXTURE AT ALL NEW WALLS. 204 CREW ROOM U r-6P-s 1 201 I WM 2 CP_1 P-8 8. WHERE ALL NEW PARTITIONS ABUT JOIN OR Suite 100 -'' � HALL Portland, OR 97205 P-5 P-5 CONNECT TO EXISTING SURFACES,WALLS,OR NEW P-2 P-s Tel. 503.221.1121 P-6 I . CONSTRUCTION,THE FINISHED SURFACE SHALL BE HALL ALIGNED FLUSH. Fax. 503.221.2077 WOMEN LEN CP-1 11 I 9. SEE INTERIOR FINISH LEGEND AND INTERIOR FINISH 206LO N-5 WOMEN ( 1 SCHEDULE FOR ADDITIONAL INFORMATION. V1 N --_-_ ME 1 OFFICE MECH 1 112 :1 126 P-6 P-6 HALL ALIGN SV-1 (E� P-1 O P-6 6 FW—MT P-5 203 FE -- i -- I CP-1 P-0 OFFICE I OFF/CO2 STORAGE A�g OFFICE 114 20"TYP A � O LAUN Y " - -- � CP-1 128 129 CP-1 (E) IV 2 0 o K — ---- -- - P-3 f 2 - P-1 ILI FE WH MECHI - ROOM S /NKLER _ 1 208 W WM-2 (E) 209 OFFICE CP-1 ��.J —. �L i- i E I CP_1 111 ABOVE KEY NOTES 0 O P_3 'LN-2. .LN-2. N O PAINT DOORS&FRAMES AT STORAGE 104 P-4 — --- P-6 OFFICE CONSULTANTS 4 - P-5 113 PAINT CEILING SOFFIT FROM LOBBY 101 TO HALL 102 P-2 LN-2. LN- . I _ 14 1 — O3 PAINT DOOR P-4 I S -1 SCALE: 1/4"=1'-0' POWER WASH ALL TILE.RE-GROUT AND OPEN OFFICE !H JAN O NEEDED.REPAIR ANY DAMAGED PARTITIONS CHALK AS Z I 110 130 CP-1 I O P-5 O5 PROVIDE NEW PLASTIC LAMINATE COUNTER,FINISH: PL-4.REUSE EXISTING SINK,SOAP DISPENSER,& L FAUCET. N REF O6 PAINT TRIM&PAINTED DOORS AT EXTERIORS P-4. DO N - - NOT PAINT CLEAR WOOD FINISH DOORS. O O N B1. FINISH FLOOR PLAN - CREW BLDG I I F (E) QM o y 0�, SCALE: 118"= V-0" 106 I kz Z MEN 107 W o == = : v ct P-2 � O t O ; 3 101 FINISH FLOOR PLAN LEGEND m o �. DF P-3 — HALL (E, a. •.1 C KEYED NOTE Q Op � CONF P_2 LOBBY M N � Z LU 109 101 WM-1 FLOOR FINISH MATERIAL-TYPE QLjL lulftj WM-1 P_1 WALL FINISH MATERIAL-TYPE B 20"TYP WM-1 WM- I�k - - - -- ------- u PROJECT NAME i I.tN-= �r I -h — El _ — I I 'N 2. I I - I' - j SCALE: 1/4"= 1'-0" I f i LREVISION � � I I I ( DATE: 02.05.07 I j { � I CHECK: PB i I I E P I DRAWN BY. CD i I LUJU O P PROJECT.- 206262 12 11 10 8 7 5 3 2 1 A7NO C2. FINISH FLOOR PLAN - OFFICE BLDG SCALE: 118"= f-0" C 1 2 3 4 copyright®zoos uts acnteds,Inc ��g�D ASC L L BON= 14 13 9 1 6 4 1 �� - - '�,?'� ., SCS OA � of G r —� r —i — — — — — — — — I (G) I I { I �FICc' GENERATOR 210 � _ _ I I II OFFICE II I _ � � - I _ � � 120� � 1 I I I I I OFFICE h n n I I 122 �REEF I❑ IL _ _ � IrP � � � I 1 I I I I I I II I II I I I I II I II I I MEN C ;� 205 I ELEC I �I -�I --� y BAS LOCKER I � _ � _ � 123 115 1 1121SWSalmon 204 CRE 201 HALL Suite 100 I 117 © Portland, OR 97205 • Tel. 503.221.1121 HALL Fax. 503.221.2077 WOMEN I 116 VEND VEND REF I ME WOMEN I ('��� F�= ME 2H6 1 i l� 112 C HALL 203 ( I IQICEI -OFF/ STORAGE HA 18 I7 99 9_9 o 128 1291 A LA UN Y 2 MECH/ 1 I RODM SPRINKLER 9 208 `O FFl E _ CD E 1 1 F- T7 �� 7 1 11 1 1 II 1 L _jI(I I I —11 I rcv CONSULTANTS I 11 1 I L _ ,�.- - - - -ll � I �Q 11 I I 7 OPEAIIIII ' Oil JAN I `D 1 III130 I L J I ! oZ REF B1. FURNITURE PLAN - CREW BLDG (FOR REFERENCE ONLV9I _ OM106 uj SCALE: 118"= 1=0" i i Z Z M07 VWQo W BREAKROOMS �: Z W cc I- HALL Q. ••I ��,r ,( lr 102 m y Q rr CJ L � Q IN C -1 CON LOBBY M j 1� � 101 Q W _111 IF I 0 � 00 C —1l k U I I AUDITORIUM � PROJECT NAME 103 I I i I I - l - I I I L 1 1 I REVISION DATE: 02.05.07 f I 1 CHECK. PB I 1 I DRAWN BY. CD PROJECT. 206262 I STORAG- E 1 12 11 10 8 7 5 3 2 1 81ff 0 C2. FURNITURE PLAN - OFFICE BLDG FOR REFERENCE ONL SCALE. 1/8"= f-0" C 1 2 3 4 Copyryht02005LRSArhdecis,Inc. N re. � 1 OREGON .� 9�qN�10, V. EXPIRES 12/31/06 AFF ABOVE FINISHED FLOOR LTG LIGHTING p • , � CEILING LUMINAIRE: SURFACE, RECESSED E ® ELECTRICAL EQUIPMENT �® FIRE SMOKE DAMPER A AMPERE (AMP) LV LOW VOLTAGE CEILING LUMINAIRE: PENDANT MOUNTED 0 WALL RECEPTACLE: SINGLE, DUPLEX, EMERGENCY, 4-PLEX G G n 0 PANELBOARD: SURFACE, RECESSED SPRINKLER SYSTEM SWITCH: FLOW, TAMPER o m rzI CABINET: SURFACE, RECESSED ALT ALTERNATE MAN MASTER ANTENNA TELEVISION E Q O WALL LUMINAIRE: SURFACE RECESSED � 4 '�o WALL RECEPTACLE: EMERGENCY 4-PLD( 4-Plex Orange ARCH ARCHITECT / ARCHITECTURAL MCA MINIMUM CIRCUIT AMPS T TRANSFORMER ❑P MANUAL FIRE ALARM STATION ATS AUTOMATIC TRANSFER SWITCH MCB MAIN CIRCUIT BREAKER O-- 4�" WALL WASHER: SURFACE, RECESSED CEILING RECEPTACLE: DUPLEX U 0 ®x SMOKE DETECTOR CB CIRCUIT BREAKER MCC MOTOR CONTROL CENTER x7 y x7 TRACK WITH HEADS LOCATED @* DENOTES RECEPTACLE ABOVE COUNTER ' ��_- EQUIPMENT WITH GROUND P=PHOTOELECTRIC A C CONDUIT MDP MAIN DISTRIBUTION PANEL L ® Q FLUORESCENT LUMINAIRE: SURFACE, RECESSED ® m SPECIAL PURPOSE OUTLET AS NOTED, EMERGENCY P CURRENT TRANSFORMER 1=IONIZATION B CCN CLOSED CIRCUIT TELEVISION MECH MECHANICAL I 4� FLUORESCENT LUMINAIRE: WALL MOUNTED �o CLOCK HANGER RECEPTACLE AB=PHOTOELECTRIC WITH AUDIBLE BASE CKT CIRCUIT MLO MAIN LUGS ONLY G fp-- ® ® ® FLUSH IN-FLOOR OUTLET: DUPLEX, COMBINATION, SIGNAL I FLUORESCENT LUMINAIRE: INDUSTRIAL M ® CABLE TRAY R=RELAY BASE, 2 AMP SPDT B CLG CEILING MTS MANUAL TRANSFER SWITCH p VI Z, _0-0-0 POLE MOUNTED LIGHT � PEDESTAL OUTLET. POWER, SIGNAL, COMBINATION E $ GROUND ROD P PHOTOELECTRIC DUCT DETECTOR R CT CURRENT TRANSFORMER NIC NOT IN CONTRACT H ® ® DESIGNATES LIGHT ON EMERGENCY CIRCUIT P P=PHOTOELECTRIC DN DOWN NL NIGHT LIGHT CIRCUIT O SURFACE OUTLET STRIP: DIMENSION AS SHOWN N o 0VOLT METER, AMP METER 1=IONIZATION n E EMERG EMERGENCY PA PUBLIC ADDRESS T I-® EXIT LIGHT: CEILING, WALL (ARROWS AS SHOWN) `�l TELEPOWER POLE, POWER, COMBINATION T 4 :] EMERGENCY GENERATOR R PR=PHOTOELECTRIC WITH RELAY, 2 AMP SPDT V EMT ELECTRIC METALLIC TUBING PE PHOTO ELECTRIC CELL BOLLARD rY p IDJUNCTION BOX c IR-IONIZATION WITH RELAY, 2 AMP SPDT EP EXPLOSION PROOF PF POWER FACTOR EMERGENCY BATTERY LIGHT. HEADS AS SHOWN E d' E' DISCONNECT SWITCH: FUSED, NON-FUSED A Q WALL OUTLET: TELEPHONE, DATA WITH-1--' E Ox THERMAL DETECTOR EPO EMERGENCY POWER OFF PNL PANELI30ARD CAT6 CABLE RC=135F RATE COMPENSATED 1121 SW Salmon A EWC ELECTRIC WATER COOLER PRGS PVC RIGID GALVANIZED STEEL G �2 WALL SWITCH: 1 POLE, 2 POLE R ® MOTOR STARTER: MAGNETIC, COMBINATION S A E WALL OUTLET: EMERGENCY TELEPHONE ROR=135F FIXED/RATE OF RISE suite 100 3 $. WALL SWITCH: 3 WAY, 4 WAY MOTOR CONNECTION ROR2=190-F FIXED/RATE OF RISE Portland, OR 97205 - FA FIRE ALARM PVC POLYVINYL CHLORIDE CONDUIT � I �`''� T FLA FULL LOAD AMPS PWR POWERS-� ' WALL SWITCH: LOW VOLTAGE, PILOT © ® p CONTACTOR, RELAY, SOLENOID Q WALL OUTLET: COMBINATION TELEPHONE/DATA F135=135!F FIXED $K $ WALL SWITCH: KEY LOCK, MOMENTARY G WITH 2 CAT6 CABLES L Tel. 503.221.1121 FLUOR FLUORESCENT SDP SUB—DISTRIBUTION PANEL ® PUSH BUTTON STATION 4 F190=19VF FIXED GFl GROUND FAULT INTERRUPTER STR STARTER �a- SWITCH: MANUAL MOTOR SWITCH WITH THERMAL OVERLOAD Q WITH OUTLET.CABLES TELEPHONE/DATA A ® RELAY/CONTROL MODULE Fux. 503.221.2077 N G GFCI GROUND FAULT CIRCUIT INTERRUPTER SV SOLENOID VALVE ® ®� OCCUPANCY SENSOR: INFRARED, ULTRASONIC. ��— WIRING CONCEALED IN CEILING OR WALL A MQ MONITOR MODULE, SINGLE INPUT �' N GRC GALVANIZED RIGID CONDUIT SW SWITCH A DESIGNATES LUMINAIRE TYPE (SEE LUMINAIRE SCHEDULE) ——�—— WIRING CONCEALED IN FLOOR OR UNDERGROUND L � • DENOTES WALL OUTLET ABOVE COUNTER R K9 MONITOR MODULE, DUAL INPUT GRD GROUND TP TAMPERPROOFHOME RUN DESTINATION SHOWN SYSTEM CLOCK: WALL, CEILING M ® SYNCH MODULE U ti N HP HORSEPOWER TTB TELEPHONE TERMINAL BOARD S __, D_ DUAL SYNCH MODULE � y� N HPS HIGH PRESSURE SODIUM TTC TELEPHONE TERMINAL CABINET CONDUIT ELI: UP, DN. EMERGENCY BLUE FLASHING LIGHTS XXXX 123 EQUIPMENT DESIGNATOR SEE SCHEDULE. ® SPEAKER: WALL, CEILING /� AL, # C7 .p W ®4 # AUDIBLE SU INDICATES CANDELA HV HIGH VOLTAGE TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION Y BELL w HZ HERTZ TYP TYPICAL OE EXISTING TO REMAIN (.00 Qv VOLUME CONTROL WALL, CEILING AUDIBLE, w a w IG ISOLATED GROUND UG UNDERGROUND N ® WALL OUTLET. COAX CABLE (CAN) �( i VISUAL, # INDICATES CANDELA A KW KILOWATT LION UNLESS OTHERWISE NOTED O EXISTING TO BE REMOVED FA FIRE ALARM CONTROL PANEL B ® TIME CLOCK FAA FIRE ALARM SIGNAL ANNUCIATOR Z v a KWH KILOWATT HOUR UPS UNINTERRUPTABLE POWER SUPPLY O O EXISTING TO BE RELOCATED O w KV KILOVOLT V VOLTAGE T THIS IS A STANDARD LEGEND SHEET, SOME SYMBOLS MAY I ss SURGE SUPPRESSER v� .� N NEW APPEAR ON THIS SHEET THAT DO NOT APPEAR ON THE DRAWINGS. CIRCUIT BREAKER NAC KVA KILOVOLT AMP VA VOLT AMPERES L O r NAC POWER SUPPLY KVAR KILOVOLT AMPS REACTIVE VP VAPOR PROOF Ol SHEET NOTE E N )) AC DIGITAL ALARM COMMUNICATOR 140 M LA LIGHTNING ARRESTOR W WATTS S /i SWITCH, FUSED SWITCH ASD ® AIR SAMPLING DETECTOR, AIR SAMPLING DETECTOR CONTROL WP WEATHER PROOF E � : BUSS O AIR SAMPLING DETECTION PORT XFMR TRANSFORMER � XFSW TRANSFER SWITCH L AUTOMATIC SWITCH ' M® METER N PANEL E ®FEEDER CALLOUT SECURITY ALARM CONTROL PANEL Z ® ® SECURITY ALARM ANNUNCIATOR Q F® CARD READER: WALL MOUNTED/MULLION MOUNTED Q W M E m PIN PAD U II N ® KEY PAD O O C � Z z U ® CARD READER/PIN PAD CONBINATION W Q O © ELECTRIC/MAGNETIC LOCK CONNECTION f W R 00 �, cr a ® HIDDEN PUSH BUTTON 0 m O w T ® DOOR MAGNETIC CONTACT a, .J k Cc 00 80 Q y CCN CAMERA: FIXED, PAN/TILT/ZOOM 0 Hil AUDIO DETECTOR/LISTENING DEVICE �C � 00 Hl - MOTION DETECTOR: WALL, CEILING MOUNTED B PROJECT NAME I I I I I I I �.EFER�NCE ONLY I REVISION 1 DATE: 02.05.07 NOT APPROVED WITH THIS PERMIT I CHECK: FVR I DRAWN BY: JRT PROJECT.' 206262 1 ELECTRICAL LEGEND AND ABBREVIATIONS EO.0 SCALE: NONE 0mo 0 1 2 3 4 �.z _ ,���ED PROF N I 02PE COPPER FEEDER SCHEDULE ._. Nw 20A-2 2 #12 CU THWN, 1 #12 CU GRD IN 1/2"C. ELECTRICAL ROOM I 20A-3 3 #12 CU THWN, 1 #12 CU GRD IN 1/2"C. EXPIRES 12�31�08 I "MSB" 30A-2 2 #10 CU THWN, 1 #10 CU GRD IN 1/2"C.I OUTSIDE 1000 AMP BUS OUTSIDE 30A-3 3 #10 CU THWN, 1 #10 CU GRD IN 1/2"C. 120/208YV I 30, 4W O O I 40A-2 2 #8 CU THWN, 1 #10 CU GRD IN 3/4"C. � I CT 1000A (D ( SECTION BUS ATS 140A-3 3 #8 CU THWN, 1 #10 CU GRD IN 3/4"C. a METER ( 6OA-27 2 #6 CU THWN, 1 #10 CU GRD IN 3/4"C. ~' 0 I 200A BUS I ^ 112.5KVA sooA Bus I 60A-3 3 #6 CU THWN, 1 #10 CU GRD IN 3/4"C. fb UTILITY XFM R M 200A 800A 100A-3 3 #2 CU THWN, 1 #8 CU GRD IN 2"C. � 120/208V 30, 4W 3P 3P 200A ) 200A 200A 200A * 1 T I 3P 3P 3P 3P 1 1 ( 100A-4 4 #2 CU THWN, 1 #8 CU GRD IN 2"C. I I re)n I I 125A-3 3 #1 CU THWN, 1 #4 CU GRD IN 1 1/2"C. 1121 SWSalmon Suite 100 F_ 1125A-4 4 #1 CU THWN, 1 #4 CU GRD IN 1 1/2"C. Portland, OR 97205 PNL PNL PNL PNL I PNL * SPARE Tel. 503.221.1121 A 8 c D AC 225A-3 3 #4/0 CU THWN, 1 #4 CU GRD IN 2 1/2"C. Fax. 503.221.2077 I 0 0 0 0 I O 6m 225A-4 4 #4/0 CU THWN, 1 #4 CU GRD IN 2 1/2"C. I I _ I Qj g %�"�� Try ti N GEN � I oo W4 LINE TYPE LEGEND =a F w W75 A . I I 4o I I NEW Z v a EXISTING TO REMAIN .2 - - -- - EXISTING TO BE REMOVED � o tlA0 1 EXISTING ELECTRICAL ONE-LINE DIAGRAM ""`. ` �-l SCALE: NONE EXISTING DEMAND ON MSB NET LOAD Z A. PEAK DEMAND PER PGE. NEW LOAD MINUS REMOVED LOAD. co 40KW ON AUGUST 2006. �4 KVA — 40KW KVA N = 58.2 — 42 KVA W N .85 PFFI Q KVA N = 16.2 K VAN Z c Z KVA = 47.06 KVA V u Q p ELECTRICAL ROOMI I I0 _ 16.2 KVA ,j �' Z W I — 47.06 KVA —I� f 3 (208V) ca F3 (208V) aJ � c OUTSIDE I I OUTSIDE 10 = 45A 0 m y Q I I I 0 = 130A 0 � CT 1000A I EXISTING DEMAND WITH ARTICLE 220.87 APPLIED. co SECTION BUS ATS B. EXISTING SERVICE IS 1000A MAIN C.B. � Q METER I I 10 = 40KVA x 125% = SOKVA B _ 0 I 200A Bus I CONNECTED LOAD REMOVED FROM MSB 0 = 138.7A 112.5KVA ( 800A BUS I UTILITY XFMR M 200A 800A PNL "AC" a. 42 KVA = 117A 120/208V 30, 4W 3P 3P 200A 200A 200A 1 200A 225A 125A I EXISTING DEMAND PLUS NET LOAD I PROJECT NAME T I 3P 3P 3P J 3P 3P 3P Q O I ON = 50KVA + 16.2KVA = 66.2KVA n n I — I I NEW LOADS ADDED TO MSB 0 N= 183.8A I 225A-4 1 25A-41 F EXISTING "MSB" RATING IS 1000A. PANEL(S) SUFFICIENT TO CARRY 183A LOAD. I I I I PNL PNL PNL PNL PNL PNL ( PNL NB 8.9 KVA ( A B C D NA NC AC I O O O O O O I O NA 4.3 KVA I REVISION I — I GEN 02.05.07 NC 19.4 KVA REFERENCE ONLY I DATE: 0 I AC 25.6 KVA NOT APPROVED WITH THIS PER.NIIT PNL N I CHECK: FVR NB I 0 N I ADDED LOAD IS 58.2 KVA I DRAWNBY.• JRT PROJECT: 206262 ( 150A-4 2 REVISED ELECTRICAL ONE-LINE DIAGRAM 3 ELECTRICAL LOAD SUMMARY E0.1 SCALE: NONE Eo.1 SCALE: NONE 001 0 1 2 3 4 G►P �5 EFS 01 lasozK � 14 13 9 _ 11 6 4 1 OREGON 10, 9G�9N0 V. A EXPIRES SEE E 0.1 OFFICE 121 GE RA TOR I 210 E OFFICE OFFICE MAIN SWITCH BOARD 127 1 120 "MSB" 0 �. PNL C -- OFFICE 122 DATAING PACK 3/4"' 1" & 2" C. I c� MEN 0000 ( � — 5 � 205 BAY ,l REF 0 3 PNL 'B2 - + - - - - - ._ -� I / I! /r ;; _ - - - - I O OFFICE LOCKER CREW ROOM - a ♦ 204 201 PNL 'B' � 115 I 1121 SW Salmon C SURFACE MOUNTED HALL �) DEMO EXISTING DATA/PHONE suite 100 PNL 'B1' RACEWAY 117 CABLES BACK TO COMM. ROOM. Portland,OR 97205 �• WOM� � , PNL 'AC' —� DO NOT REMOVE UTILITY Tal. 503.221.1121 2W r �� 17 — — — — — J 2 HA 1L CABLE AT DEMARCATION Fix. 503.221.2077 VM vM I I ( �� I rO1 BOO 10 7 DF _ GFCt 1 13 1, 1 10 MEQ OM I I + OFF/ E °F , - 10 26 X25 II ��� 13 �' U y �' HALL 11 1 10 O 1 . l , 203 � � O o o n OFFICE I ,Q - - -' - 0 '®,4 ®EPICS ° W 202 4 4 12 HALL O on a h w 114 a LAUNDRY 13 11 11 10 , 118 OFFI 11 c� A 207 STO E 129 128 � U MECH/ K — 0 0000 o Z a -HDRYROOM SPRINKLER I :J o 208209 w W 3/4"C. s E � I 1 1 IYi tlo OFFICE 113 14 11 I OE PNL 'A' 2 DEMOLITION PLAN - MAINTENANCE BLDG - ELECTRICAL —3— WH 1 �.2SCALE: 1/8" = V-0" ( OPEN OFFICE Z <1100 7 I r 0 co pz SHEET NOTESI - - - - - - - - OVEN Q W N I � 0 e 0 � 1 I I ODEMO RECEPTACLE, COVER, BOX,WIWIRES AND CONDUIT TO WHERE PRACTICAL. 0¢ I ( E OMEN I tI� DEMO RES TO NEAREST J-BOX. REROUTE POWER TO BRANCH CIRCUIT MEN 106 Z DEVICES DOWN AND UP STREAM OF RECEPTACLE BEING DEMOED ( ( g Qi �q I I �� V W Q O I ! I I ' = _ 2 EXISTING GFCI RECEPTACLE REMOVE AND REPLACE WITH NEW 20A, 10 � LOUNGE � Q W Z 120V RECEPTACLE 5-20R J M ♦A O WIRELESS ROUTERS TO BE INSTALLED PRIOR TO REMOVING ALL EXISTING ~Y v O DATA, COMPUTER AND PHONE CABLES. FIELD VERIFY AND COORDINATE WITH OWNER AND ARCHITECT. SEE SHEET E1.0 FOR REQUIREMENTS. HALL a 102 O 4O no DEMO DATA, PHONE CABLE. BOX COVER AND CONDUIT. CONE LOBBY M � N rz � C� �5 DEMO FIXTURE, FIXTURE WHIP, AND SWITCH CONDUCTORS TO FIXTURE. DEMO I 109 - - - -101- - - � � � SWITCH, BOX, COVER, CONDUIT AND CONDUCTORS TO FIXTURE. F I ♦n Cc ® THESE FIXTURES TO BE SPLIT FROM EXISTING SWITCHING SCHEME. I I FIXTURES WILL BE RELOCATED AND RE-CENTERED. COORDINATE WITH NEW I I � Q WALL AND CEILING LAYOUT. O7 DISCONNECT POWER AND CONTROL WIRING TO THE EXISTING EF UNITS, - 00 AND RECONNECT POWER AND CONTROL CIRCUITS TO THE NEW EF UNITS. I COORDINATED WITH MECHANICAL. --- --- -= I O8 NOT USED. _ ( I ® 15 ® 15 PROJECT NAME �9 DISCONNECT POWER TO EXISTING APPLIANCE AND RECONNECT TO NEW _ AUDITORIUM APPLIANCE. RANGE, OVEN MICROWAVE AND DISPOSAL. 103I I I 10 DISCONNECT POWER TO THE EXISTING FURNACES AND RECONNECT NEW I 1 FURNACES. COORDINATE WITH MECHANICAL 11 DEMO EXISTING CONDUITS, DISCONNECTS, IF APPLICABLE, AND FEEDER }�3-0 CIRCUIT CONDUCTORS TO EXISTING CONDENSER UNITS. " I 12 RELOCATE EXISTING COUNTER GFCI OUTLET. I I I I 13 RELOCATE EXISTING FIXTURE TO NEW LOCATION. I REFERENCE ONLYI OT APPROVED WITI-I TI ITS PERM T REVISION 14 RELOCATE EXISTING OCCUPANCY SENSORS TO NEW LOCATION, SEE SHEET E2.0 I DATE: 02.05.07 I 15 REMOVE EXISTING DOWN LIGHTING FIXTURES, BRANCH CIRCUITS WILL BE REUSED TO PROVIDE POWER AND CONTROL TO NEW DOWN LIGHTING I CHECK: FVR FIXTURES. I I DRAWN BY. JRT 16 DEMO EXISTING EF UNIT, DEMO CONTROL AND POWER CIRCUIT TO EF UNIT ENTIRELY. DEMO CONDUIT, BOX, COVER AND ALL ASSOCIATED ELECTRICAL DEVICES. STORAGE PROJECT: 206262 17 DEMO EXISTING EF UNIT, DEMO CONTROL AND POWER CIRCUIT TO EF UNIT 104( I ENTIRELY. DEMO CONDUIT, BOX, COVER AND ALL ASSOCIATED ELECTRICAL DEVICES. — — — — — — — — 12 11 10 8 7 5 3 2 1 Om2 DEMOLITION PLAN - OFFIC BLDG - ELECTRICAL �.2SCALE: 1/8" = 1'-0" C 1 2 3 4 ,���ED PROF \� G 1 N PANEL, AC OC DEVICE TYPE, Breaker ENCLOSURE, NEMA 3R MAI NSC A) , 200A CONT I NUOUS( A), 200 PANEL, NC OC DEVICE TYPE, Breaker ENCLOSURE, NEMA 1 MAI NSC A), 125A CONT I NUOUS( A), 125 1 LOCATION= EXISTING PANEL O DEVICE FAMILY: Bolt On MOUNTING, Surface WIRINGS 3-Phase 4-Wire AIC RATING( A): 22000 LOCATIONS DEVICE FAMILY; Bolt On MOUNTING: Surface WIRING: 3-Phase 4-Wire AIC RATING(A) , 10000 FED FROMt MSB VOLTAGE: 208/120 FAULT CURRENT( A) 14844 FED FROM: MSB VOLTAGE: 208/120 FAULT CURRENT( A) 9993 **owEX I ST I NG PANEL**** OREGON CKT DESCRIPTION NOTES DEMAND VA ❑C PHASE OC VA DEMAND NOTES DESCRIPTION CKT CKT DESCRIPTION NOTES DEMAND VA OC PHASE OC VA DEMAND NOTES DESCRIPTION CKT 19� Y1o, ��6�5 CODE AMPS P AMPS P CODE CODE AMPS P AMPS P CODE qN0 V. R� 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 No3750 " 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 so1581 " A 2845 8 7 COUNTER GFCI RECPT RECEPTACLES 360 20 1 A 20 1 540 RECEPTACLES COUNTER RECEPTACLE 8 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 11 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 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 co 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 TOTAL CONNECTED 25. 57 75, 1 A-N 8196. 0 68. 2 CONNECTED 25. 57 TOTAL CONNECTED 20. 00 70. 8 A A-N 8507. 8 70. 8 CONNECTED 20. 00 suit SWSalmorc TOTAL DEMAND 25. 57 75. 1 w B-N 8371. 9 69. 7 DEMAND 25. 57 TOTAL DEMAND 15. 95 56. 8 A B-N 6690. 0 55. 7 DEMAND 15. 95 ,Suite 100 TOTAL DESIGN 25. 57 75. 1 * 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 ❑C DEVICE TYPE: Breaker ENCLOSURE= NEMA 1 MAI NSC A): MLO CONT I NUOUS( A) , 125 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 18 OR r4" CKT DESCRIPTION NOTES DEMAND VA ❑C PHASE OC VA DEMAND NOTES DESCRIPTION CKT 90^^ CODE AMPS P AMPS P CODE 01 W 1 M O 4 G �at- u 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 5 SURFACE RECEPTACLE RECEPTACLES 360 20 1 C 20 1 360 RECEPTACLES SURFACE RECEPTACLE 6 7 SURFACE RECEPTACLE RECEPTACLES 360 20 1 A 20 1 360 RECEPTACLES SURFACE RECEPTACLE 8 w p a 9 CEILING RECEPTACLE RECEPTACLES 360 20 1 B 20 1 360 RECEPTACLES SURFACE RECEPTACLE 10 11 CEILING RECEPTACLE RECEPTACLES 360 20 1 C 20 1 360 RECEPTACLES SURFACE RECEPTACLE 12 13 SPARE SPARE 0 20 1 A 20 1 250 RECEPTACLES WIRELESS ROUTER 14 r � � 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 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 Q 41 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 42 (� ALL CONNECTED KVA MAX PH AMPS w PHASE TOTALS VA AMPS BUS TOTALS KVA Q W M TOTAL CONNECTED 4. 57 14, 1 x( A-N 1690. 0 14. 1 CONNECTED 4. 57 , Uj N TOTAL DEMAND 4. 57 14. 1 w B-N 1440. 0 12, 0 DEMAND 4. 57 TOTAL DESIGN 4. 57 14. 1 * C-N 1440. 0 12. 0 DESIGN 4. 57 O z Z VWQC) PANEL: NB OC DEVICE TYPE: Breaker ENCLOSURE, NEMA 1 MAI NSC A), 225A CONTINUOUS( A)t 225 = W LOCATION, DEVICE FAMILYt Bolt On MOUNTING, Surface WIRING: 3-Phase 4-Wire AIC RATING( A), 10000 r�` Z 1%FED FROM, MSB VOLTAGE, 208/120 FAULT CURRENT( A) 6808 m V Cr 0 Ca p Q. ow CKT DESCRIPTION NOTES DEMAND VA OC PHASE OC VA DEMAND NOTES DESCRIPTION CKT p m y CODE AMPS P AMPS P CODE 1 NEW RECEPTACLE RECEPTACLES 180 20 1 A 20 1 180 RECEPTACLES SURFACE RECEPTACLE 2 K Fz 3 NEW RECEPTACLE RECEPTACLES 360 20 1 B 20 1 180 RECEPTACLES SURFACE RECEPTACLE 4 tQ -LUN 5 NEW RECEPTACLE RECEPTACLES 360 20 1 C 20 1 180 RECEPTACLES SURFACE RECEPTACLE 6 V co 7 NEW RECEPTACLE RECEPTACLES 360 20 1 A 25 1 2745 MOTOR ERV-2 8 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 1523 42 I ALL CONNECTED KVA MAX PH AMPS o PHASE TOTALS VA AMPS BUS TOTALS KVA REFERENCE ONLY I TOTAL CONNECTED 10. 59 42. 9 o A-N 5155. 0 42. 9 CONNECTED 10. 59 NOT APPROVED WITH THIS PERMIT I TOTAL DEMAND 10. 59 42. 9 w B-N 3090. 0 25. 7 DEMAND 10. 59 I REVISION TOTAL DESIGN 10. 59 42. 9 w C-N 2340. 0 19. 5 DESIGN 10. 59 ( DATE: 02.05.07 I CHECK. FVR ( DRAWN BY.• JRT ELECTRICAL PANEL SCHEDULES PROJECT.- 206262 �-o SCALE: NONE 003 C 1 2 3 4 QED PROFFs� 11 � 18&02PE A 6 4 1 OREGON Y10 G ._ _ .._..._ _,___ - - - - - v. 6. d ® n<8)4 EXPIRESEAJER,AT R I �; � 4 4 11 11 21G } I4�' 4C144 ` I I NB_11• NB-9. } Dl OH 3 E z 5. l II PANEL NC. N } 1` } t / O 4 NC-9. 4. XIS 3/4-, 1 & 2 C. 12. 205 V I _ EI": NC-1.3• GFI 911 COOKTOP j 4 C�t7�0 3. E �4 } I cu _.__. LR I - GRt+ I a€ tttt I 2 4 ® NB-1. 5. -- _ E i 2,04 I C;` GFI, { S y� 4 140 I, J � ; NC-2.4. GFI . � 4 , 3. �4 � , i NB-2,4.6. t �Ef 121 SWSalmon � �, v�� i NC-6. FIS' 1 S NC-5.7.GFI* .tet I __.� _.—_. __ (i° .11 4 Suite1 i = orlland OR 97205 NC-16.18. — , _ _--- -t , i ? ! E; i�p 116 NA-20. II ., 11 j 4 I I Tel. 221.1121 { 4 00 ,IF !; li =1 I ' p , 7P33 Fax. 503.221.2077 t ill( �. 20 l; I w_ L. l ' 12 C? r 7. f, l i t ' 7.. LA Of if U '✓ _ *-$.._-_.y._._..g�_.}0 i j`' pI 1 ' P :L NB O k3 i ' I Iii i ; {j '1.,` t ,,.y �... .� {I V y�y N O-i d ,� {- �_—X- i ;� 111E i '' .i ®-7. tel_ I i !},#3&"p�. ,� }i I �ij y a� N l i '; l i J-1 s t 4 I , 1 ;l f i B C _ C01?�ERC�PIER � W o ROS RE�IV;�4l�F'i I I } 4 _ l , M a H w i 20th I ` � # 6 i —+ — ___ __. ._... _ ___. I K + � o oo�0 6 4� �. t E l I!f 13. 15 4 1 1 I l E3/4-C. l i U I ; I EXISTING O I 4 ® o 4� 1 w w 4 F O 2 POWER AND DATA - FLOOR PLAN - CREW BLDG - ELECTRICAL ® E 1.0 SCALE: 1/8" = 1 -0 -�,_ 1177 T-1 x 4 i,_ S z `4..J Ylt �- ..... i...,,......_.a.....«—..—....,...._.._.....,.... ._..` Sr- ......,..,......__........._,_..i 1 t! 7 1 l�•,) e' ` uj I4{ H M 4 1 N SHEET NOTES CNI f I f4 {z s LOUNGE 4 (( a , 4' l 105 f 10 RECONNECT POWER TO ALL NEW KITCHEN EQUIPMENT IN THIS AREA. I I �4 Il _ ® L'L, W , ; : I r �2 PROVIDE POWER RECEPTACLE, AND DATA OUTLETS FLUSHED WITH EXISTING CEILING GRID. COORDINATE WITH ARCHITECT AND OWNER. _ l +• cr 1, UJI ! ri J PROVIDE AND INSTALL ELECTRIC CORD REEL WITH (1) 5-20R RECEPTACLE. 10. qp E t . FIELD VERIFY LOCATION COORDINATE WITH OWNER AND ARCHITECT. DEVICE i; I I `'_. 4 4 12. i`4 y Q SHALL BE SUPPORTED BY BUILDING FRAME, 12" ABOVE FINISHED CEILING. —- ',i 4 O4 PROVIDE AND INSTALL 3—CHANNEL SURFACE MOUNTED RACEWAY SIMILAR j ( I NA-10,12, 4 ® 4co TO "HUBBELL, SUPER BASETRACK MODEL NO. PS3BX" OR EQUAL. ! `.. 4 8 4 O � �5 RECEPTACLES ARE FOR CONVECTION OVENS OR MICROWAVE UNITS RATED ( Q j— j3,� I I~----•-� _� „ f $_ 1000W AT 120V, COORDINATE WITH ARCHITECTURAL DRAWINGS FOR �� ` E LOCATION AND MOUNTING HEIGHTS I ` _� ; I s i` •. NA-14. `' l 2 I DQ B O6 DISPOSAL MOTOR CIRCUIT AND SWITCH, LOCATED ABOVE COUNTER. I E 4®o I— E I I I +13' ; 07 PROVIDE CONDUIT, BOXES, COVERS AND CABLES REQUIRED FOR A 4 �� �` COMPLETE AND FUNCTIONAL SYSTEM. TIE NEW CARD READERS TO THE NEAREST AVAILABLE SECURITY CIRCUIT. PROVIDE DOOR CONTACTS, AND 6 +14 ! ® PROJECT NAME POWER TO DOOR STRIKES. COORDINATED WITH DOOR SUPPLIER AND I NA-9. INSTALLER. � — — — � — — — — 4 3. O8 POWER AND DATA OUTLETS FOR WIRELESS ACCESS POINTS. INSTALL ABOVE CEILING PRIOR TO OTHER WORK TO ALLOW NETWORK ACCESS +14' DURING CONSTRUCTION. , l < � 4 O } 09 USE EXISTING CIRCUIT FOR DRINKING FOUNTAIN. I I { } 4• NA-11. 4+13' 4 5. _T ONLY Ie E E NOT APPROVED NN'f'l-FI TI ITS PFRN_TTT g}F I { I REVISION 4 4 ( } DATE: 02.05.07 E E J 2. 7. CHECK: FVR JRT —1 7 } DRAWN BY.- I ' NA- ) ? 0' `�' 1 ' - E _ 04 FANEL A N I i } ® PROJECT., 206262 l 12 11 110 8 7 5 3 2 1 t10 POWERDATA - FLOOR PLAN - OFFICE BLDG - ELECTRICAL E1.0 SCALE: 1/8" = 1'-0" 4 186 9 I! + Y 14 13 9 OREGON _ 11 6 4 1 V. �qN0 V. REQ _I EXPIRES �273I7®$ GENERA TOR 210 ¢ OFFICE 127 ttt p § I 411 I z f i._._.. i ! A 11 it 20 j fes' it I ilb REF _ 1—F/ �E I l OC1K t 7 ' TI I 1121 SW Salmon t 20 Suite 100 I f ✓ <M�--a�! ,f f I I,; Portland, OR 97205 . i E g Tel. 503.221.1121 ( UOC ! #` r s ~AL �-'w— � _..A. . __ _..__._i Fly. 503.221. 77 206 1 _ .. I ._.__. — l 0 J _I _ d i I '�•¢ ( iI }p f 1 t�i7� f•,`� ° ( w-f,F Y ,.' t^W' + //�,� 1 I I � `� r � ,.,.._....._ ..._,.._- � t I i"e'�.,�1�"� j � j 5 � ,,.,+ i � tl 3 �.✓j ���i� �¢/ ; 1 I � !'ix 112,,•'.� HALL 3 � .,1i '�-.�. G-:+-,.., L...�-,.s t__ s ��„_x�.s� f d I U IOU 13 203 OFFICE d d�lr t €I 3 3 5202 LA Y 1 __ _. ► , �'°'/^� 3 K 4} _ �.....�._..,t..,.......�..m_...._,._...,,. { U a d �'i. HI ^� R 3 I 1 00'f�J I�dt lltLE- 208 209 ; } 40 -77;—"' 104 2 REVISED LIGHTING - FLOOR PLAN - CREW BLDG - ELECTRICALit OFFICE ' f = _ ` y J _�__._ _ �-o SCALE: 1/8" = 1'-0" i i _._ �.__._ �_ co SHEET NOTESuj _ �_.._ _ = , _L _ Q }{ ' r! 05 01 PROVIDE NEW SWITCHES AND OCCUPANCY SENSORS TO THIS LOCATION. #r ,{ It {I� �.I uj RE-WIRE LIGHTING BRANCH CIRCUIT TO OBTAIN CONTROL AS SHOWN. -- ''- '°"` , '- � - �..�;.�,.-,__ �- �•- �.-•-_ �`-----�_--------- ----- -- ' � I`I M € -� .,.n_._. __..__... � , {.._- �",.<� _., _._.. ._._ �.._........__,_.._.............,.__..____....__._,_.._...,._ I 'moi Vr, OBTAIN CIRCUIT POWER FROM EXISca TING BRANCH CIRCUIT. FIXTURES ARE EXISTING. OCCUPANCY SENSORS ARE ALSO EXISTING, _ 1 ; - i RELOCATED TO THIS LOCATION. RE—WIRE CIRCUIT TO OBTAIN LIGHTING SCHEME. ' r . t O RELOCATE EXISTING 2'X4', 3LT8, PARABOLIC FIXTURE. TIE TO LOCAL BRANCH CIRCUIT. 00 I 4� REUSE EXISTING BRANCH CIRCUIT. O EXISTING RELOCATED FIXTURE. O _. i _ ..��..._ _...... ...._mr ........ .i� i < It B ® REPLACE EXISTING RECESSED DOWNLIGHT. I {_a 7 1, r tr , 7 INTERCEPT AND REUSE EXISTING CIRCUIT. o - { €. I = A A A A ® PROJECT NAME I. / E ' 03 l .�.__._....�.._._.._..._..�...._.: Mme.__..;�_..... ..� ......�,..._.,.�_a_,.�_.m.._ .__..a�__.___._._.,�.__. LUMINAIRE SCHEDULE �- �I REFERENCE ONLY A EXTERIOR RECESSED REMODEL CAN l T APPROVED WITH THIS PERMI' 1. LAMP: TWO 42W TRIPLE—TUBE COMPACT FLUOR. ( I I 2. BALLAST. 120VAC, ELECTRONIC, THD<10%, 0'F LOW—TEMP. I 3. NOMINAL SIZE: 9" APERTURE X 5" DEEP. 4. MOUNTING: RECESSED, CEILING. I ! I 5. TRIM: PRISMATIC ACRYLIC LENS W/ WHITE SPLAY. , I REVISION 5. SPECIAL: UL LISTED DAMP LOCATION. L DA TE: 02.05.07 EMERGENCY BATTERY, 0'F LOW-TEMP, 1300 LUMENS, 3 IOTA ICE-420-EM-B OR APPROVED EQUAL. 6. MANUFACTURER: SPECTRUM SGRM9H OR APPROVED EQUAL. CHECK: FVR B GENERAL PURPOSE STRIP JRT 1. LAMP: TWO 32W T8 FLUOR. � ( ,�_ �— OQ ( DRAWN BY: 2. BALLAST: 120VAC, ELECTRONIC, THD<10%. DQ 3. NOMINAL SIZE: 48" X 4" X 2". 4. MOUNTING: SURFACE, CEILING. I f w' ; i — a, t I 5. SPECIAL: WIRE GUARD. UL LISTED. ' ` t ® PROJECT. 206262 O� 1 I I 6. MANUFACTURER: LITHONIA C232 OR APPROVED EQUAL. ± i I j I i } 12 11� 10 8 7 5 3 2 12 ,, 0 UN k2 � 1 REVISED LIGHTING - FLOOR PLAN - OFFICE BL® - ELECTRICAL E2.0 SCALE: 1/8' = 1'-0" C 2 3 4 I i i � �D PROF G1NfF���� 14 13 9 1866 11� 6 4 1 ---- OREGON � G � Y10, NO V. R � t EXPIRES 6 !4 I GENERA TOR S 210 f i } 127 fl/•ti � f 1 r---- � PANEL NC # I I_ w - — — — H fI�lEftl cu 205 ;� f ' aE (E I REQ jg PA )g.-P"' f? rA 33 , a f F �.w't t _ LOCKER CREWROO l � � � _ : � ..��,":�.��� _ ... Wig '_. ` �. -.-'�_�-::a�,� :�: ::'r :-� �� ' F $ ACI �-� PANEL L B j ;�•fj { r` I EXISTING ? ` £ -- lil ` 1121 SW Salmon 3 17 '1 PNL 'AC' _7111R Suite 104 j ILL wowOno i AC-2.4, ' }µ_ d , _.` -: �-_ - - M-:-:.:::, ;.:::..,_ Portland, OR 97205 �. 2 y _ _I. ___ ! } , d _._ -. .,_ �_.t_N• Tel. 503.221.1121 7 v1 I t INA vM vm ! i =��_ I CU-2 # # _1 #10 Pax. 503.221.2077 208v lo !" 2a v 1 m I $ FFA = F MCA a19A� M� � 6 WP 2A HALL MOP 30A MO 40A 1 'i ®O3d 3 ERV-1 208 I 1 PANEL B1 , 24 2osv 1� .�, F!C I a HU-1 #8 ° := a' Fri z! � Otl- MCA 19A CU 4 #10 C —3 =®O "' � ;fPra _. $ I2ro 1 t S \ S F_— MOP 30A ?1 NC-15 — 20 V, 1 0' �10(1 I a W • _ A :- f H, 1_1 ' EC11 ' K -3k&ki ERn_.._,_ l € 1 ! 1 MO 50A 1 PANEL NB } v _10. 20.8` 1 20 o NC-11.13. EE5-)#10 ' - I i 1'1 W WW 0 a 208V, 101j- ,°µ 208V, 1fb '} lllli a o -- - -_-- WP MCA 34.2A MC 26.2A 208V, 10 I,I F MCA 19A 10 NC-12,14. MOP 50A 1 MOP 40A ; j= _ ,__ __._.. 'II ,` =, + 3 f o a o ' MOP 30A # 4s( _ 1 I " OFF 10E .F0 2 MECHANICAL CONNECTIONS - ELECTRICAL _�- �-o SCALE: 1/8" = 1'-0" REP i X 3i 6, 1 R _ ERV 2 LOUNGELu 0 0 11 120V, 10 ;.—s C �8:3A ....��::»�-':�� � � f I � ;i. Z � MOP 20A €.� J Z �Wy CC —, Hp CC n j•"i ,�.Sal j .i+ ^k ..._w,«a SHEET NOTES . co oc 00 .$ t � t 1 1 RECONNECT NEW FURNACES TO EXISTING POWER RECEPTACLES. OREMOVE EXISTING CIRCUIT BREAKERS FROM EXISTING PANEL "AC" AND I1 ='r` ' t I PROVIDE NEW CIRCUIT BREAKERS AS NOTED AND REQUIRED. COORDINATE B _ ;.._. u_.. i - 1 I WITH MECHANICAL. 1 I PROJECT NAME I Ii I REFERENCE ONLY i 7; NOT APPROVED WITH THIS PERYI TT I � I 4� ( REVISION I ' I 1 DATE: 02.05.07 f I 3 .__.m.._._ r a }. «; PANEL NA , � I 1 CHECK: FVR DRAWN 8Y." JRT 1 ' I PROJECT: 206262 12 11� 10 8 7 5 3 2 1 ■ MECHANICAL CONNECTIONS - ELECTRICAL I �-o SCALE: 1/8" = 1'-0" I C 1 CEO PRO I NfiF 52302PE y OREGON 'S a. 8 20 qtY T. NOO Expires: VANES ���1NG LEGEND GENERAL NOTES ABBREVIATIONS 1. THESE DRAWINGS ARE DIAGRAMMATIC; THEY DO NOT SHOW EVERY OFFSET, BEND, AAV AUTOMATIC AIR VENT lytcf--5 BALL VALVE TEE, OR ELBOW WHICH MAY BE REQUIRED TO INSTALL WORK IN THE SPACE AFF ABOVE FINISHED FLOOR - CW D.OMESITC COLD WATER PROVIDED AND AVOID CONFLICTS. THE CONTRACTOR SHALL FOLLOW THE DRAWINGS AS CLOSELY AS IS PRACTICAL TO DO SO AND INSTALL ADDITIONAL BENDS, AC AR CONDITIONING UNIT 4--���---� BUTTERFLY VALVE -CW DOMESTIC COLD WATER BELOW GRADE OFFSETS, TEES, AND ELBOWS WHERE REQUIRED BY LOCAL CONDITIONS FROM ARCH ARCHITECT / ARCHITECTURAL - - MEASUREMENTS TAKEN AT THE SITE, SUBJECT TO APPROVAL, AND WITHOUT BA BALL VALVE CIRCUIT SETTER ADDITIONAL COST 7O THE OWNER. BHP BRAKE HORSEPOWER TP 11W PRIMER BTU BRITISH THERMAL UNIT C--tO --f> GAS COCK 2. PLUMBING SYSTEMS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE BTUH BRITISH THERMAL UNIT PER HOUR -' HW DOMESTIC HOT WATER FOLLOWING CODES: CKT CIRCUIT 2003 IBC WITH OREGON.AMENDMENTS CONT CONTINUATION FLOAT VALVE W WAST 2003 IMC WITH OREGON AMENDMENTS CONN CONNECTION 2003 UPC WITH OREGON AMENDMENTS CP CONDENSATE PUMP TRIPLE DUTY VALVE �' .. �"' r" `• "�'W WASTE BELOW GRADE 3. PROVIDE SEISMIC RESTRAINTS IN ACCORDANCE WITH MASON INDUSTRIES CW DOMESTIC COLD WATER, CITY WATER mac, TEMPERATURE CONTROL VALVE "SEISMIC RESTRAINT GUIDELINES" (OR SIMILARLY RECOGNIZED GUIDE) �c D DRAIN T -- -V VENT FOR PIPING AS DUCTILE PIPING 2-1/2. " AND LARGER. � DB DOWNSPOUT BCT �}• DEG BEDS NG NATURAL GAS, 14 IN WG, fl fi0 SG - ALL NON-DUCTILE PIPING (THREADED IRON, PLASTIC, ETC.). DIA DIAMETER 4-- -�i PRESSURE REGULATING VALVE - DUCTILE PIPING 1" AND LARGER CONVEYING FUEL GAS. � - PIPE RACKS WHERE THE CUMULATIVE WEIGHT OF THE PIPING EXCEEDS DN DOWN � 2 NG NATURAL GAS, 2.0 PSI, 0.60 SG 10 LBS PER LINEAL FOOT. DWG DRAWING REUEF VALVE 1121 SWSabnon ET EXISTING SD STORM DRAIN 4. SEISMICALLY RESTRAIN EQUIPMENT IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS FOR SEISMIC Suite 104 IMPORTANCE FACTOR 1.0. Portland, OR 97205 EXPANSION TANK w. EFF EFFICIENCY MISCELLANEOUS CONTROLS FW FIRE WATER MAIN Te1543.22L1121 EWC ELECTRIC WATER COOLER 5, INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. Fax. 503.221.2077 EWT ENTERING WATER TEMPERATURE EXH EXHAUST M 6. SANITARY AND STORM DRAIN SLOPE*: 6m n EXT. VXTERNaI TEMPERATURE TRANSMITTER PIPE SIZES 3" AND LARGER - SLOPE LINES AT 1/8" PER FOOT FA FROM ABOVE Qs PIPE SIZES 2-1/2" AND SMALLER - SLOPE LINES AT 1/4" PER FOOT I SOLENOID ACTUATOR * UNLESS OTHERWISE NOTED. FB FROM BELOW FOB FLAT ON BOTTOM 7. THE PLUMBING CONTRACTOR SHALL EXECUTE ALL WORK SO THAT IT PROCEEDS ► WITH A MINIMUM OF INTERFERENCE WITH OTHER TRADES AND NORMAL FUNCT40NS FOT FLAT ON TOP OF EXISTING FACILITIES AND SERVICES. Munro & FT FEET MISC PIPING SYMBOLS PIPING INSULATION SCHEDULE 8. VERIFY EXACT ROUGH-IN AND FINAL EQUIPMENT REQUIREMENTS IN FIELD. Associates FU FIXTURE UNIT consulting GC GENEI%AL. CONTRACTOR C}--S PIPE UP 9. PROVIDE FIRE SEALANT AT PENETRATIONS OF FIRE RATED ASSEMBLIES; COORDINATE REQUIREMENTS (E.G., F&T engineers GPM GALLONS PER MINUTE MINIMUM INSULATION THICKNESS (IN) FOR RATING, ASSEMBLY DETAILS) WITH ARCHITECT AND GENERAL CONTRACTOR. GW GREASE WASTE NOMINAL PIPE DIAMETERS LISTED (IN) 18678 SIAL Boones Ferry Rd HB HOSE BIBS C--� PIPE DOWN 10. THE PLUMBING CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR Tuelmin,OnW 97062 HP HORSEPOWER AND OTHER TRADES, ALL REQUIRED OPENINGS AND EXCAVATIONS. ALL REQUIRED IGNED tal 503.612,6500 HRw HEAT RECOVERY WATER 4--- -5 PIPE DROP INSULATION CONDUCTIVITY RUNOUTS 1 AND 1-1/4 2-1/2 5 AND INTO OPENINGS HE STRUCTURE TINITIALY BY R THE USEr OF SLEEVES , CURBS, ETC.AND ROOFS SHALL BE SCUTTING fax 503.612.6588 HS HOSE STATION SERVICE LOCATION (btu/in)ffir-ft-F) UP TO 2 LESS TO 2 TO 4 6 AND PATCHING SHALL BE HELD TO A MINIMUM. M&APR CTS 145"1 HVAC HEATING, VENTiLATflNG, AND AIR CONDITIONING e BRANCH OFF BOTTOM HW DOMESTIC HOT WATER 11. PROVIDE D!-ELECTRIC UNIONS AT ALL DISSIMILAR METAL PIPE CONNECTIONS. LE. 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 IDENTIFICATION OF PIPING SYSTEMS; BRADY, SETON, OR EQUAL. LAV LAVATORY DOMESTIC HOT WATER INDOORS 0.24 - 0.28 0.5 1.0 1.0 1.5 1.5 13. NOT ALL CLEANOUTS ARE SHOWN; CONTRACTOR IS RESPONSIBLE FOR PROVIDING MANUF MANUFACTURER 4---C---S PIPE RISE OR DROP (HW) CLEANOUTS IN ACCORDANCE WITH THE OSPC; COORDINATE LOCATIONS OF MAX MAXIMUM MECH MECHANICAL CONTRACTOR ---- -� PETE'S PLUG CLEANOUTS WITH GC/OWNER REPRESEIsfTATIV!^. MIN MINIMUM MBH THOUSAND BRITISH THERMAL UNITS PER HOUR PIPE MS MOP SINK NOTES: `i• w (N) NEW p 1. RUNOUTS REFERENCED ABOVE NOT TO EXCEED 12 FEET IN LENGTH. 15 �# N NC NORMALLY CLOSED PRESSURE GAUGE 2. PIPE INSULATION TO INCLUDE ALL-PURPOSE FACTORY BONDED VAPOR BARRIER JACKET. PROVIDE INSULATION AND INSULATION COVERS O NG NATURAL GAS NO NUMBER/NORMALLY OPEN (Z£STOT1 2000 11R fOiiAl) FOR F1IITfNGS. PUMP OD OVERFLOW DRAIN Uj 0 _ ON OVERFLOW NOZZLE (' PG PROPANE GAS {s----k�----5 STRAINER Uj o PMP PUMP T a PRV PRESSURE REDUCING VALVE PW POUNDS M SQUARE INCH, {GAUGE � THERMOMETER PLUMBING FIXTURE SCHEDULE I � � m PV PROCESS VENT CW SUPPLY HW SUPPLY WASTE VENT OPSC PW PROCESS WASTE �-�------� PIPING BELOW FLOOR FIXTURE TYPE CONN. BRANCH CONN. BRANCH CONN. BRANCH BRANCH MAX FLOW DESIGN BASISD cR RUAN ADIUS TITY AAV AUTOMATIC AIR VENT -1 WATER CLOSET 1/2" 3/4` _- 4" 3" 2" 1.6 AMERICAN STANDARD MADERA TOILET 3043.102, -FLOOR-MOUNTED. ACCESSIBLE GPF ADA COMPLIANT HEIGHT, ELONGATED BOWL, SLOAN FLUSH VALVE WITH DUAL Q LUOO c RD ROOF DRAIN VB FILTERED BYPASS, WHITE; BEMIS 1955C WHITE SEAT. 3 RPBP REDUCED PRESSURE BACKFLOW PREVENTER VACUUM BREAKER WS-1 WALL MOUNTED 1/2" 3/4"" 1/2" 3/4"" 1-1/2w 1-1/2" 1-1/2" fi 6 &KAY £WMA7220. 14 GA TYPE 304 STAJNL£SS STEEL WITH WALL BRACf1ETS i RPM REV11lMURONS PER IMNUTE S SINK WASH STATION GPM THREE ELKAY LK393ABH6 MIXING FAUCETS WITH 6" WRIST BLADE HANDLES SZ SIZE LM, MOTOR (3x2.2) SWING GOOSENECK SPOUT; VANDAL RESISTANT ca TEMP TEMPERATURE PERFORATED GRID DUN AND STAINLESS STEEL TAILPIECE TPV TRAP PRIMER VALVE 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 TYP TYPICAL LAVATORY GPM 4" O.C., AMERICAN STANDARD 2385.000 FAUCET WITH TEMPERATURE V VENT ACCESSIBLE LIMIT STOP j 110 DEG F), GRID DRAIN, INSULATED TRAP, V/P/H VOLTS, PHASE, HERTZ FLOOR SINK (HALF GRATE SHOWN) INSULATED SUPPLIES, SUPPLY STOPS. PROJECT NAME ' W SANITARY WASTE 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 � WC WATER CLOSET, FCO Cp FLOOR CLEANOUT KITCHEN SINK GPM WITH AMERICAN STANDARD 4205.00 FAUCET, WITH INSULATED TRAP, REFERE��� ONLY 1 WC#I WALT. GLEAN {ILII WH WATER HEATER SINGLE BOWL SUPPLIES, AND SUPPLY STOPS. 1 � l �`vTOT APPROVED WIT11 TI-11S PERMITi WHA WATER HAMMER ARRESTER YCO YARD CLEANOUT ACCESSIBLE WPD WATER PRESSURE DROP MS-1 MOP SINK 1/2" 3/4" 1/2" 3/4" 3" 3" 1-1/2" -- 63M 24x24x1O MUSTEE MOP SINK WITH THE FOLLOWING ACCESSORIES: YCO YARD CLEAN OUT WC G' WALL CLEANOUT HOSE HOLDER, MOP HANGER, BUMPER GUARDS, WALL GUARDS; l CHICAGO FAUCET 897-CP, WALL-MOUNTED SERVICE SINK FAUCET WITH 1 s -#I HOSE BIBB LEVER HANDLES, VACUUM BREAKER SPOUT, PAIL HOOK, AND WALE. BRACE. 1 U a PROVIDE MODEL NUMBERS INDICATED, OR EQUIVALENT. 1 7 WATER HAMMER ARRESTOR (WHA) I REVISION POINT OF CONNECTION DATE. �02.05.V7 1 CHECK: DRM N -}- FIXTURE POINT OF CONNECTION PLUMBING EWIPMENT REQUIRING ELECTRICAL POWER I DRAWN BY. E TAG CW SUPPLY HW SUPPLY WASTE VENT ELECTRICAL NO. DESCRIPTION DESIGN BASIS CONN. BRANCH CONN. BRANCH CONN. BRANCH BRANCH AMPS HP VOLTAGE NOTES EWC-1 ELECTRIC WATER COOLER HAWS HWBFASL.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 i $ NOTES PLUMBING LEGEND 1. VERIFY ELECTRICAL VOL?AGE PRIOR TO PLACING ORDER. & COYER SHEET 0 2. ADA ACCESSIBLE m v 0 a PLO _ C0AYf@N*2005 LRS AfCWedS Inc. PR 52302PE app OREGON GENERAL NOTES 4kT # _ __ ____ —_ ' `1: � (E)z ' , . � __.. .�xires: fid. A. SEE GENERAL PLUMBING NOTES ON DRAWING PLO. - 10 ) }2"W 10 . '— f- - - - - - - - -i- - - C ) �. KEYED NOTES T `,i e _t I 4OP ti j _ c )'_ _ . _ . 1 I �D)1-1/2"V 1 - I - - I I I � REMOVE (E) PLUMBING FIXTURE AND PIPING BACK TO WALL AND j FLOOR FOR RECONNECTION TO NEW FIXTURES. SEE DRAWING J 4- 26 e..� PI-2.1. — I Vol r !. ~ '{I� t^1 �-'�-� f ! REMOVE PLUMBING FIXTURE AND PIPING BACK TO WALL AND w , � I I C� (�} -I FLOOR. CAP PIPING BEHIND WALL OR BELOW FLOOR. DEMOLISH (E) PLUMBING VENT BACK TO 1-1/2 HORIZONTAL # E 1-1/ V 2" __ -�._ f VENT. ( ) I, CRE _ — __ - 4TH— — � f J L I I ��1-1/2VOR J I LL, `- _(E)2"NV -r ( -- E)11/2" _---— — J ' #- - - - - - - - - - - - -- - - - - - - - - - - - - - #128 r_— f rE)2„W # { I ( I 1 # (E)4'VTR �`_. J �� f _! 1121.siv.Salrmn (E)2"V wom, � ...,_ — _. .� ..- ( Suite 100 - _ (E)3"W - --- ---- - ( "W i ; _� Portland, OR 97205 w .. .N _. M. _. ..., ... .. �.. ...� ,�- •� _ ... I�. ... .- .M ... TeL-503,22 1.1121 FD I J I l # ) ~� � Fax. 503.221.2077 . 01PFICEn (E)FD DF = # f J Munro & HALL203 T— ( ing engineers JOFFICE SWSowwfwyRd 202 Omqwf !� 1�VASTE & VENT PLANTumh0n, Z tel � L. V J � 6 y ffNN /'�' 2OFF10E SU1LO��1+� - NORTH �3E�110L1TI0�1 - M / q .iW�J-T"RiXJCL •V iL p .1 d -SCALE- 4 = —0 � J � � CONSULTANTS E)FD LSOR: L ER # � -- , 209 ' (E}2„ 0 Uj r4 WASTE & VENT PLAN-- ---- ---- - 0 -0 N , GREW BUILDING - DEMOLITION L2.1d) SCALE: 1/4" = 1'-0” (WHr AM tojcjo 10 �# LU # # nx fi3 jot D .7. 1—. ." T �. . . . . .�! I�IY /I�i lfi MI�! W I fr. � 0110. IYN, NNN m - - r - - IML -T1i _... .. 40 IU REFI i E)1-1/2"V # 1 E — - IMA f MEN PROJECT NAME LOUNGE REFERENCE ONLY ' I ) r ! a 3 105 NOT APPROVET) WIT] -THIS PFRM>� Q � ALL r� /'�� i REVISION 102, I CHECK DRM I DRAWN BY. E WASTE & VENT FLAN PRECT 2MM s 'N 3 OFFICE BUILDING - SOUTH - DEMOLITION WASM&vo w DEAIOUT14DN S a a CL 2' 0 5 10' PL2x1d CoPY+lBht®2005 LRS Archifec[s,Inc. PROFF A NEFs`r'�o 52302PE y r- L4QQ— (E)CO 1 OREGON 8, o 8, '200` , GENERAL NOTES ires: 077 ------� Exp ___�----------f �'-- A. SEE GENERAL PLUMBING NOTES ON DRAWING PLO. lz� I IB.1 SEE ftiiMBING flXT-AJK SoCKOMf FOR BRANCH LINE AND �DH CONNECTION SIZES. )FO )FD/ f 9 t C- 'SLOPE FOR SANITARY AND STORM LINES, UNLESS to HE KWI NOTED: 7 j 1 PIPE SIZES 3" AND LARGER: 1./8" PER FOOT 1 i F PIPE SIZES 2-1/2" AND SMALLER: 1/4" PER FOOT (E)2"W ( T —---� __ - ., - D. #KRT EL94AAGNS <4.:E.) ATED -ARE �� NCED TO -A — E~- F�z [[xxxx]] FINISHED HEIGHT OF [[xxxx]] FEET. FIELD VERIFY. - - - - - --� ---- I `- `_- I (E)2"W .� I E. PLUMBING VENTS SHALL BE A MINIMUM OF 10 FEET AWAY FROM � w w w w aw errs r ra iaon rr I i 1, (E, D OUTSIDE AIR INTAKES. ��, �y F. NOT ALL CLEANOUTS ARE SHOWN; CONTRACTOR IS RESPONSIBLE .1 5 � � I �, ) POR PROWIdG "� .4a ASCE �T#1 T##E ;AE\ �. COORDINATE LOCATIONS OF CLEANOUTS WITH GC/OWNER J 1 ► ME1I REPRE�SENTARVE. I I I REF - - ��- 1 F G. PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS, UNLESS 1 -OTHERWISE NOTED. rb -___ A. PROVE flRESTDPi AC% SLE ES- .AICD .S KITS AT i=DM I (E)1-1/2"VCREWROOM ^ tl> i ___- WALL, AND CEILING PENETRATIONS; COORDINATE LOCATIONS WITH L " "41 204 201 �ROVIDE NEW HEEL PROOF )1-1/2 V J POL . �ifN ARID. I AO S ITH 9870-4 2 OR EQUAL. - (E)2"V _ - - ,l (E)1_1�2„v - - - - -- - - - - - - - - - - - - - - .� V!E DIMENSIONS � � � 1121sws n IN THE FIELD I i (E)4"W ( I � 4 � � Suite 100 (E)0V - 1 [hill, N L( i T'flrtfand, OR 97205 ' 118 YA-5 13.221.1121 (E)4"VfR 128 Fax. 503.221.2077 (E)2"W 1 Alr w sut ae w w w w ® 000 WN IA (E)3"W t ----- J (E)2"W . .. ... wfr w ..,. r. w e V~ ... ww .. ww .,. .. rewwsrwmmm" w � _ f FD I L- Munro & (E)FD m- ° (IFFICE �a g eery d est sneers HALL , J i 1 ' T,mana,X97162 203 I tel 50&612.8500 OFF L I Isx3 : 202 At"PROJECTW-a 145"1 r L /�/ J -------- l WASTE & VENT PLAN CONSULTANTS UN I ' N 2 OFFICE BUILDING - NORTH 1 -- vv P-2.1 SCALE: 1/4" = 1'-0" Li lRylf �_ (E FD Spip LL � .�.,, }''"� � �}, w Zz U3 �) w w w w w r1w w h/AF w w w w r w srn w rw wr aso a� w w war,aK�) 20 � §7 E � 55 WASTE & VENT PLAN � �' ""� k IX all CREW BUILDING s _ P12.1 SCALE: 1/4” = 1'-0" co VLH )i i CONNECT (N)3"W TO (E)4"W v W I I 1 BELOW GRADE. 1� 'C{jNNEOT {fij1-1/2"V TO I _ , �' i � -�, (E)2"V. PROJECT NAME J v E (E)2"W �. _ REFERENCE ONLY CL I i1M!i if i.1, wll i— w i�ilel ai I - ,, ��__ _- _ __�-. �- NOT APPRC)VFD 'l-f'I-I TI1I5 PER � (E)4"W (E)2"v I REF iE)1-1/2"V 1 � , »� MEI d I REV1SlON I f l E 4'VTR I 1 LOUNGEI CHECK: DRM UI I DRAWN BY, � .105 LJ � MOJEcr.• 2062U 0 0 WASTE & VENT PLAN 14 .3 OFFICE BUILDING - SOUTH a PL2.1 . SCALE: 1/4" = 1'-O" a 752' 0 5' 10' PL2xl lz 1/4 =V-0" Copyrlghf 0 2005 URS Amhlfect8.lnc. QED PRO�F�, 7 10 lNe L__ _ ___ -_ ___.__.__ __ _ __ _ ___�.—� (`- � __ /(E)HB ry 52 02P p r 11- 2"H 2„CW _ _ n _ _ 3/4°� _�1 I OREGON 1 2"CW _ ` 1-1 2"CW J r _ f � 1 GENERAL NOTES I C_ 205 �' �__ _ _ A. SEE GENERAL PLUMBING NOTES ON DRAWING PLO. R E I l r 1 r n - R E � � � � `�.� --`rte-.... -� f _-- - -• li -/� �__ c - _ - I KEYED NOTES CREWROOM L 0 ERCK F� i ( � ;I Q REMOVE (E) PLUMBING FIXTURE AND PIPING BACK TO WALL AND 1-1/4"CW i ,2 MENT ,`_ ~- # FLOOR FOR RECONNECTION TO NEW FIXTURE. SEE DRAWING i I PL3.1. i C f i 3 4"CW (E)U - - - - T' �� , ��� ; { REMOVE (E) PLUMBING FIXTURE AND PIPING BACK TO WALL AND FLOOR. CAP PIPING BEHIND WALL OR BELOW FLOOR. 4- 1/0m 3/4,.CW 3/4"CVd , ' _ _ — r _ n n _ . ..._ _. } __ __ .___ __ _ _ - -- --- _a - 1121 SWSalmon ! { Suite 100 M M " OR 97205 � Portland, ( , i (D)3/4-CW I Tel. 503.221.1121 f '� ` Fax 503.221.2077 N 3 WATER - OFFICE BUILDING - SOUTH - DEMOLITION DF /" " PL3.1 d SCALE: 1/4" = 1'-0" UZ LL ' Munro &203 C Associates OFFICE . '"� consulting - _ 20,2 {--� � � ,�.• en sneers t 18678 SW Bowes Ferry Rd Tualatin,Oregon 97062 LA LINL)R Y } tel 503.612.6500 fax 503.612.6588 3/4"HW _rc C-11 - - - _ - M&A PROJECT NO. 1456-01 \ __ ��- CONSULTANTS $j6 =4" ROOMR ER E209 8AY 31 {' — �., TO 1. 1/2" WATER METER l� �•_ ?i c,`3 rj DISCONNECT (E)NG FROM N -- 1 , rr UtFa FURNACE TO BE DEMOLISHED. LAI -> ! _ 0 LU N , WATER - CREW BUILDING - DEMOLITION PL3.1 d SCALE: 1/4" = 1'-0" X " __..._.__. � �(E)1" 2#NG FROM BELOW GRADE W Z UP IN MECH/SPRINKLER 209 ai CL (to r+.� 1 �� (E)3/4 2#NG FROM GAS METER I{ TO BELOW GRADE ? i � Q v H- (E)3/4-CW ( �I co-r- --I Of FAIF OFFICF ( I s;nR it S (D)3/4-CW AT 1 ( {s -- - I V �'+ Go NEW WALL OPENING I r I C>FF�Cr- ' }l I p 'Q (D)3/4"CW ABOVE m' _ CEILING. CAP AT ! I i ELEC CONN. TO (E)2"CW. I I e 1 e it,r-r r 7—N HAU DRi q „ t PROJECT NAME 110 " 4 --� (E)3/4'2#NG FROM BELOW II 1 " 1 _�� ' ,+:'k,,, ,.�-•-_ l GRADE; ENTERS MECH 126 ,.: _. { t v -> AT LOW LEVEL 4 -- '� -- r" / t rt11 i f i j' JFr^lGE i h 7'REFERENCE T��yjT1g V 1 V I I ! j a7r)RP(,iJ�r p,t cq.f.<s + j NVO fpA t�"f�7O L.f t r-r) IVY`x E IS 3 126 f 1 F � frr DISCONNECT (E)NG FROM "� I I I FURNACES TO BE DEMOLISHED. r TYP-s. If REVISION _CONN. TO (E)2 CW. DATE: 02.05.07 LL STORAGE , ► IV C3 ' 3 118 � -_- ( ( ! l� '{� ,.--. �oclro•c� I CHECK. DRM 128 I DRAWN BY.• COM— PROJECT. 206262 $ f � .._._._.�,.—._..._..—...._.._..—_.__.. ��;�. �--�...�.=�.____�-�—w-��.�--'_ - -.-,�--_._-_ � WATER & GAS PLAN TO 1-1/2" ' " -1/2" I d J—YiN 3 d n a fl _ a DEMOLITION WATER METER f - ✓ as ' r O a N 2 WATER - OFFICE BUILDING - NORTH - DEMOLITION N 4 GAS - OFFICE & CREW BUILDINGS - DEMOLITION _ PL3.1 d SCALE: 1/4n = 1'-0" PL3.1 d SCALE: 1/16" = 1'-0" PLI Id 2 0 5 10 1/410=1 '—0" _ Coppight©2005LRS Architects,Inc. IGIN w 52302PE GENERAL NOTES KEYED NOTES /f 1 2"H 2 CW ' A. SEE GENERAL -PLUMBING NOTES ON DRAWING PLO. © RECONNECT (E)3/4" HW AND CW TO THREE FAUCTES AT WS-1. y RFs EGOa o �, `CONNECT .34"HV� � � � B. SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH LINE AND �< 8, `, AND 3/4" CW � { CONNECTION SIZES. �Y 7 HpO'r � _ _ _ TO EXISTING 5 I C. PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS, UNLESS Expires: IN WALL. "Ow "OW 0T#I_RWIS£ NOTED. 44Z4� ROUTETO -l' _ ~-Y� D. PROVIDE FIRESTOPPING, SLEEVES, AND SEALANTS AT FLOOR, i/ WALt, AND CBM PENETRATIONS; -C NAE tOCARONS WITH MEN GC. I � ' 05 3i4"CW C i I I '� I 4-- — REF I -- ~ (E)HB CREW ROOM„ i LOCKER ( ! � � 3/4” t i CONNECT (N)3/4-HW TO ,g € (E)3/4-M ABOVE -CEILING. '1-1/A CW �t I "CW _� �„ 2 CW _ i I INHO)f 1 1 2 GW ROUTE TO MS4 -1. i 3/4"GW f ' t cx> € C - ___.___ __ CONNECT (N)3/4 CW TO TTS i ' (E)1"CW IN WALL. ROUTE 1>,C - TO MS-1. c i 000 i CONNECT (N)3/4"HW AND -- c� .. . 3/4„CW 3/4 CW TO EXISTING � r- � --� �' ...__�--.-_�....-_..�..____�� _. �._. 112.1�Y�n ABOVE CEILING. ROUTE _ � 1 1 i` -T\' Suite 100 �/ / 'OR 97203 it � � �d , 10 rJ—�. � �4 ! i � { , �� �UP�f.�FIC�, REF `' � �l � { 1�_..! 1'et.583.221.l i21 ; i Fnx. 503.221,2077 _ 00 , ' I 4 1 s MEN ___ - ► ,A ' W _� I( Munro & 203 1 C - 3/4 CW LOUNGE { Gt��su!#ang - -- L� \ 3 4»HW 1 engineers t / _ 105 S \ ___.I " i°$ T=etlryRd Tuwau%Davon.97D62 LAUNi _ I � � I { I :—� _ tell 5Q3.612.6500 ' AMA A P.R ;ECTNi3 . 45E-09 C = - 3/4wHW - - CONSULTANTS 3 4"GW — — 102QffY ROOM l 03 \ r — N 3 WATER OFFICE BUILDING — SOUTH PL3.1 SCALE: 1/4" = 1'-0” (E)HB TO 1-1/2" WATER METER , _ 1 WATER - .CREW BUILDING . a+ PL 43.1 SCALE: 1/4" = 1'-O" ''' hirUCKE)i w�C. t a-✓3o�aa Uj 1'7 ` + (E)3/4'Cv a (E)HB 3/4-CW ROUTE TO AVOIDf9 tAr4rr-vsr � CONNECT (E)3/4" NG Q ], j NEIIM *Nk-ADK #N6 D 'TO -NEW-ftlMJGE AD J_'`• 375-_...._ _.___ t �+ I # ------ (E)1 2#NG -FROM BELOW GRADE CD UP IN MECH/SPRINKLER 209 (E)3/4" 2#NG FROM GAS METER TO. BELOW GRADE j or•,1iI PROJECT NAME OFFICEREFERENCE ONLY, 2"Cw NOT APPROVED WITH TI-IIS I'IR�?,11T ( 126 ! 1 1 1 i I f ,c REVISION I 1 (E)3/4 2#NG FROM BELOWi- I GRADE; ENTERS MECH 126 ; i DATE: a AT LOW LEVEL L FF7L''E` w , 3: STORAGECHECK: DRM T— _ ff cJi128 i i DRAWN BY. 1 ..C(OECT Mfg/4" SIG- OFFICE o Q o TO NEW FURNACE. I Yllfyj_ i OFr7,^t 1 .. ADROJECT. 266262 WATER GAS PLM TC1 1—1 I9" - a O- Is 2 WATER — �i :� —WORTH N 4 -GAB — GRFEW F F— -BDILD4NGS PL31 1./4" _ 1'0" P0.1 SCALE— 1-.;/16" = 1'-A" a v 4 2' 0 5' 10, PL3,wl Copyright®2005 LRS Archilects,IRC. .........................�. _ _ __ ..._ _. - _ _. __. -_...._ _---- - - - — - - t �<;52302FE .p ORL1",c0N ::- 8, 7.: ,1w Ex iris: ;F BOUNDARY OF WORK REPLACE ALL SPRINKLER HEADS GENERAL NOTES .,t-..� d• ^ <a � WITH NEW SPRINKLER HEADS r=; .F' 1. A PRELIMINARY SET OF DRAWINGS SHOWING SPRINKLER HEAD TYPES, SPRINKLER HEAD LOCATIONS, AND PIPE ROUTING SHALL BE * _ _ rf ' �� SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO THE DRAWINGS BEING SENT TO THE FIRE AND BUILDING DEPARTMENTS. /- 2• A MINIMUM OF THREE 3 SETS OF COMPLETE WORKING PLANS, HYDRAULIC CALCULATIONS, AND MANUFACTURERS DATA SHALL BE SUBMITTED TO THE FIRE AND BUILDING DEPARTMENTS, AND A MINIMUM OF FOUR (4) SETS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL BEFORE CONSTRUCTION BEGINS. THE SUBMITTAL SHALL BE PREPARED AND STAMPED BY A LICENSED PROFESSIONAL ENGINEER AND SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF NFPA 13. _- ___ .:_ ..___.___. =- . v ;'% ✓f �'f 3. INSTALLATION AND TESTING SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF NFPA 13, AND THE REQUIREMENTS OF THE CITY 7 OF TkG 4. ALL I �S SHALL BE UL LISTED OR FM APPROVED. Y' 1121 Sid'Salmon 5. THE SPRINKLER SYSTEM SHALL BE DESIGNED TO DELIVER 0.10 GPM OVER THE MOST HYDRAULICALLY REMOTE 1,500 SQ. FT. FOR LIGHT HAZARD; MAXIMUM SPRINKLER COVERAGE AREA OF 225 SQ. FT. PER HEAD; VERIFY HAZARD RATING WITH THE FIRE MARSHAL. Suite 100 6. ALL SPRINKLER PIPING IN FINISHED AREAS SHALL BE CONCEALED FROM VIEW. 7205 Tel503., 1. 921 f`� `�-' _.f, 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 B. PROVIDE HYDROSTATIC TESTS IN ACCORDANCE WITH NFPA STANDARDS. TO ACCOMMODATE REVISED / ff i�r t / / /. �. . f / 9. PROPER TYPES OF SPARE SPINKLER HEADS, STOPPERS AND WRENCHES SHALL BE PROVIDED AND STORED IN A CABINET ON THE ARCHITECTURAL LAYOUT; //f/I �,/ /%/ NEW/w/�` REFER TO ARCHITECTURAL DWGS ; f /,s�`/' PREMISES, IN AN OWNER APPROVED LOCATION, AS FOLLOWS: A. SPRINKLER HEADS: B. THREE 3 SPRINKLER STOPPERS C. ONE 1 SPRINKLER WRENCH Munro u n r® & LESS THAN 300 HEADS 6 HEADS BOUNDARY OF WORK REPLACE ALL SPRINKLER HEADS S Associates300 TO 1000 HEADS 12 HEADS -,.%WITH NEW SPRINKLER HEADS MORE THAN 1000 HEADS 24 HEADS consulting ' engineers 10. FIRE SAFETY DURING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2003 IFC, AS AMENDED. � 10678 SW Ooone$Ferry Rd BOUNDARYOFWORK Tualatin, Oregon 97062 REPLACE ALL SPRINKLER HEADS ;l�f///, It WITH NEW SPtel 503.612.6500 .___',.. __ °• /'% °�: ''i SPRINKLER HEADS VNI fax 503.612.6588 �` E ! %i/ �/ / ' '%%f�%✓��//;i '; ,y M&A PROJECT NO. 1456-01 RELOCATENKLER HEADS SARY CONSULTANTS N SHADEDSPRIAREA AS NECES ' TO ACCOMMODATE REVISED ARCHITECTURAL: LAYOUT; lit REFER TO ARCHITECTURAL DWGS RELOCATE SPRINKLER HEADS IN SHADED AREA AS NECESSARY ; SCOPING DOCUMENTSTO ACCOMMODATE REVISED ARCHITECTURAL LAYOUT; REFER TO ARCHITECTURAL DWGS THESE DRAWINGS INCLUDE ONLY SCOPING INFORMATION FOR THE FIRE PROTECTION SYSTEMS, AND ARELU NOT INTENDED TO SHOW ALL INFORMATION NECESSARY FOR PRICING AND CONSTRUCTION. THE FIRE �- w ^ 55PROTECTION CONTRACTOR WILL BE THE DESIGNER OF RECORD FOR THE FIRE PROTECTION SYSTEMS. " , I FIRE ALARM CONNECTION POINTS NEED TO BE COORDINATED PRE-BID BETWEEN THE FIRE PROTECTION CONTRACTOR AND THE FIRE ALARM CONTRACTOR. RAOUJI 7i I j FcoI i Cj Q. co CA _.. J; ICat i PROJECTNAME O toI cfl FIRE PROTECTION PLANs 1CREW & OFFICEBUILDINGS %_P\,FP1.1 SCALE: 1/16» — V-0" u REVISION DATE: 02.05.07 i CHECK: ©RM oi DRAWN B t PROJECT.` 206262 0 0 PIPE PROTECTION o SCOPING a� a - .r1 0 _ d ,` 0 0 8' 0 20' 40 FPIM10 >, 0 1/16 Copyright©2005 LRS Architects,Inc.