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Design Development
- new tigard library . desin development 01.27.03 rs > iIi i e . I wI Isis„ 11_61: it r • • • • • �r a SRG PARTNERSHIP INC i`11 Design Development Narrative Introduction Following is the Design Development narrative for the New Tigard Library. The narrative identifies the intent of the design direction through the descriptions of the systems,materials,finishes,and equipment. The narrative and manufacturers literature included provide supplemental information to the Design Development drawings and are organized around the basic elements of the project including: 1. Building Code Analysis 2. Site and Landscape 3. Architectural and Interiors 4. Mechanical 5. Electrical/Lighting 6. Audio/Visual During the next phase of design documentation,Contract Document preparation,this information will be further refined and documented for bidding purposes. .1 -1 -. -. -. owitk -S -. -� -'• -� ••• -S SRG PARTNERSHIP City of Tigard, Oregon Design Development new tigard library Ankk SRGPartnership,PC BUILDING CODE ANALYSIS -� PROJECT NAME: New Tigard Library SRG PROJ. NO.: 2216 Tigard, Oregon DATE: 11/22/02 DRAFT This preliminary code review addresses key areas of concern and is not an exhaustive analysis. Items in italics are editorial responses to the code reference quoted. The project is 47,500 gsf of all new construction, and includes a two-story library and one-story community meeting room sharing an entrance lobby, in the City of Tigard, Oregon. "'` CHAPTER I - ADMINISTRATION Applicable Code: State of Oregon 1998 Edition Structural Specialty Code Jurisdictions: City of Tigard ,.� State of Oregon Description of use: Public Library Application: Obtain from City of Tigard Special Inspections: See Chapter 17 CHAPTER 3 - USE OR OCCUPANCY -� 302 Mixed Use or Occupancy When a building is used for more than one occupancy purpose, each part of the building comprising a distinct"occupancy", as described in Section 301, shall be separated from any other occupancy as specified in Section 302.4. Group A2.1 occupancies require a 1-hr occupancy separation from Group B occupancies per Table 3-B. 303 Group A Occupancies A: Shall include buildings, structures, or portions thereof,for the gathering together of 50 or more persons for purposes such as civic, social or religious functions, recreation, education or instruction, food or drink consumption, or awaiting transportation. A2.1: A building or a portion of a building having an assembly room with an occupant load of 300 or more without a legitimate stage, including such buildings used for educational purposes and not classed as Group B or E Occupancies. The Community Meeting room is classified as an A2.1 P:\2002\2216 Tigard Library\3-Design Parameters\Code analysis\codeanls.doc Page 1 of 5 BUILDING CODE ANALYSIS 304 Group B Occupancies B—Office: Shall include buildings, structures, or portions thereof, for office, professional or service-type transactions, which are not classified as Group H occupancies. Such occupancies include occupancies for the storage of records and accounts, eating and drinking establishments with an occupant load of less than 50. Business occupancies shall include, but not be limited to: 10. Educational occupancies above the 12t grade. The library is classified as a B Occupancy, as it includes offices, workrooms, group study rooms, small reading areas and stack areas. CHAPTER 5 -GENERAL BUILDING LIMITATIONS 503 Location on Property 503.2 Fire Resistance of Walls Exterior walls shall have fire resistance and opening protection as set forth in Table 5-A. �- The building has great than 20-foot wide yards on all sides. 504 Allowable Floor Areas 504.2 Areas of Buildings over One Story. The total combined floor area for multistory buildings may be twice that permitted by Table 5-B for one-story buildings, and the floor area of any single story shall not exceed that permitted for a one-story building. `. Allowable Floor Area of Mixed Occupancies. When a building houses more than one occupancy, the area of the building shall be such that the sum of the ratios of the actual area for each separate occupancy divided by the total allowable area for each separate occupancy shall not exceed one. Allowable Area Increases Separation on all sides. Where public ways or yards more than 20 feet in width extend on all sides of the `. building and adjoin the entire perimeter, floor areas may be increased at a rate of 5 percent for each foot by which the minimum width exceeds 20 feet, but the increase shall not exceed 100 percent. Table 5-A Exterior wall and opening protection based on location Occ. Construction Exterior Bearing Exterior Nonbearing Openings Group Type A2.1 V- 1 hour 2 hour less than 10 feet Same as bearing Not permitted less than 5 feet One-hour elsewhere Protected less than 10 feet B V-N 2 hour N/C beyond 20 ft NR, N/C beyond 20 ft Not Protected beyond 20 ft Table 5-B Basic allowable building heights and floor area, and area increases Occ. Constr. Stories Allowable With With With Total Type Allowed Area multi-floor increase for increase for Allowable `. increase separation sprinklers area A2.1 V-1 hour 2 10,500 - x 2=21,000 - 21,000 B V-N 2 8,000 x 2= 16,000 x 2=32,000 x 2=64,000 64,000 Totals 85,000 p:\2002\2275 tigard library\3-design parameters\code analysis'\codeanis.doc Page 2 of 5 BUILDING CODE ANALYSIS ^ CHAPTER 6-TYPES OF CONSTRUCTION The construction type is determined to be Type VN for the Library, and Type V-1 hour for the Community Meeting room. New construction shall be steel frame and concrete and metal decking for the library, which will fully sprinkled. The Community Meeting room shall use fire sprinklers in lieu of the 1-hour rating. Table 6-A Fire-Resistive Requirements(in hours) VN V-1 hour Exterior bearing walls: N 1 Interior bearing walls: N 1 ^ Exterior nonbearing walls: N 1 Structural frame: N 1 Permanent partitions: N 1 Shafts enclosures: 1 1 Floors and floor/ceilings: N 1 Roofs and roof/ceilings: N 1 ^ Exterior doors and windows: (Sec.606.3) (Sec. 606.3) Stairway construction: (Sec.606.4) (Sec. 606.4) CHAPTER 8-INTERIOR FINISHES 'AN • Maximum flame spread classification per Table 8A for class I, II and Ill. • Enclosed vertical exitways: Class I per Table 8B. ■ Other exitways: Class II per Table 8B. • Rooms or areas: Class Ill per Table 8B, in the Library; Class Il in the Community Meeting room. -N • Smoke density: 450 maximum per 802.2. • Sanitation (807): Floors and walls in water closet compartments per 807. CHAPTER 9- FIRE PROTECTION SYSTEMS CHAPTER 10– MEANS OF EGRESS Table 10-A—Minimum Egress Requirements Use Minimum of two means of egress are Occupant Load required where#of occupants is at least Factor(sf/occ.) 3. Assembly area, more-concentrated use ..r Auditoriums 50 7 4. Assembly area, less-concentrated use Conference Rooms 50 15 ,*, 7. Classroom 50 20 17. Library '` Reading Room 50 50 Library Stacks 30 100 21. Mechanical Equipment room 30 300 23.Offices 30 100 26. Storage 30 300 p:\2002\µ21b tigard library\3-design parameters\.code analysis\codeanls.doc Page 3 of 5 BUILDING CODE ANALYSIS .- 1007 Means of Egress requirements based on occupancy ..- Library First Floor Use SF/Occ ASF #of occupants Coffee Bar B 100 270 3 Circulation Desk B 100 932 10 `. Children's Stacks B 100 3,259 33 Children's Reading B 50 1,411 29 `" Children's Program Room B 50 514 11 ... Youth Services Work Area B 100 550 6 New Books&AV Stacks B 100 1,427 15 `� New Books&AV Reading B 50 658 14 .. Volunteer Coordinator Office B 100 158 2 Circulation Workroom B 100 2,069 21 Mail/Loading B 100 239 3 `.- Technical Services B 100 1,135 12 Staff Room B 15 438 30 �. Total 12,790 189 0.- Exit width for doors(186 x 0.2): 38"required/252" provided Community Meeting Room Use SF/Occ ASF #of occupants ...- (First Floor) Community Meeting Room A2.1 7 2,964 424 ....- AV "AV Control Room B 100 90 1 `,, Pantry B 100 262 3 Total 3,316 428 `" Exit width for doors(428 x 0.2): 85.6" required/ 216" provided Library Second Floor Use SF/Occ ASF #of occupants `- Reference Desk,OPACS B 100 623 7 Non-Fiction Stacks B 100 2,867 29 Non-Fiction Reading B 50 1,345 27 ~- Electronic Info area 1 B 50 768 16 Electronic Info area 2 B 50 828 17 Fiction Stacks B 100 1,983 20 \... Houghton Reading Room B 50 1,870 38 .. Quiet Study Room 1 B 20 204 11 Oregon History Room B 50 440 9 �- Young Adults Stacks B 100 587 6 Young Adults Reading B 50 547 11 Quiet Study Room 2 B 20 301 15 �- Training Room B 20 625 32 Conference Room B 15 411 28 Reference Workroom B 100 1,042 11 `- Administration B 100 745 8 ,,... Total 15,186 285 Exit width for doors(285 x 0.2): 57" required/252" provided `-. Exit width for stairs(285 x 0.3): 86" required/114" provided `.. BUILDING TOTALS: 31,562 902 `' p:\2002\2216 tigard library\3-design parameters\code analysis\codeanis.doc Page 4 of 5 BUILDING CODE ANALYSIS CHAPTER 29- PLUMBING SYSTEMS Total A2.1 occupancy areas: 2,964 asf Total B occupancy areas: 28,598 asf • Group A=2,964_ 15= 198 _2= 99 =2 male/4 female = 6 water closets = 1 male/1 female=2 lavatories ■ Group B=28,598 _200= 143_2=72=4 male/4 female=8 water closets Lavatories=2 male/2 female=4 ,IMs Total required water closets: 14 (7 male/8 female) Total required lavatories: 6 (3 male/3 female) Total Fixtures Provided In New Construction Male Female Unisex Totals wc lay wc lay wc lay wc lay 1St Floor Library 3 2 6 4 3 2 12 8 2"d Floor Library 3 2 6 4 1 1 10 7 Community Meeting 2 2 4 2 - - 6 4 Total wcs 8 - 16 - 4 - 28 Total lays - 6 - 10 - 3 - 19 p:\2002\2.216 tigard library\3-design parameters\code analysislcodeanls.doc Page 5 of 5 1 Site Parking Area: The Library user will enter the site through an entry drive off of Hall Blvd at the proposed intersection with Wall Street. If Wall Street is built,the entrance will move to the east to accommodate any design or code related criteria. There are two drop off areas, one for books and another for library visitors. The book-drop is located in the island of the turn-around area at the east end of the building,which will also provide service access for the building. In the center of the turn around will be the book-drop facilities hidden by new vegetation and earthen �• mounding. To the north of the turn-around is a loading area, 10'x12'waste storage enclosure(wood clad)w/(2) 6'wood-clad gates, and a 14'x20'CMU enclosure housing the electrical transformer and emergency generator. The electric and gas meters are located next to the building, north of the loading area. ,-. The parking itself lot has undergone many studies in the effort to maximize on-site parking for the facility while protecting vegetation. A significant row of Linden trees, along with specimen examples of Norway Maples and a Ponderosa Pine, are being saved. The mature nature of these trees will add a character to the development of this site that could not be achieved using new plant material. In the northwest corner of the parking area is a passenger drop off. Once passengers have been dropped off, the user will continue to the 108 car parking area, which has a combination of standard and compact parking spaces. There are concrete curb-and-gutters(not extruded curbs)around a small portion of the parking area that will direct stormwater flow to specific outlets and will then be conveyed into stormwater treatment swales located on the north and south sides of the parking area, and eventually the water quality facility located to the east of the parking lot The majority of the curb-and-gutters are located along the west and north sides of the parking lot, and around the book drop and loading zone areas. The south side of the parking area and the large island containing the lindens will NOT have any curbs. The rest of the parking lot will sheet drain into the stormwater swales and be conveyed to the water quality facility. Where there are no curbs, wheel-stops will be used to safely keep vehicles on the parking lot. Entry Plaza: ,..� Directly adjacent to the passenger drop-off, between the parking and the building lobby entrance, is the entry plaza. This plaza will be surfaced in a high-quality finish concrete with accent banding approximately 10'O.C. The banding material hasn't been chosen yet, but will likely be either be donor brick or another type of textured concrete that will compliment the larger fields and the building. Also located in the entrance plaza are the 48 bike racks. These racks will be of a higher quality than the typical s-tube racks. The specific brand and style will be chosen during CD's. We will also be locating 2-4 benches in this area, but they have not been shown on the plans. Courtyard: •., After visitors have entered the building, they will have access to another exterior plaza that exists on the north side of the building, between the Community Meeting Room and the Library. This space will act as an outdoor ri/a1/4 reading, education, and gathering space. The space uses a few of low walls, steps and native vegetation to pull .� the surround landscape up around the building in an attempt to further integrate the site and the building. The walls will be a CMU core wall with a brick fascia and cap. The high side of the walls will likely be retaining earth. The surface of the courtyard will match that of the entry plaza. Included in the courtyard is site furniture that will oink compliment the modern lines and materials of the building, and will likely be from the same manufacturer as the bike racks located at the entrance to the building. For purposes of this cost estimate; 12 single chairs that can be moved around the courtyard, 5 fixed 6' benches, and 3 trash receptacles. Surround the courtyard will be a 6' wrought-iron decorative fence that will compliment the architecture of the building. There are(3)sets of(2)3' wide, lockable gates that lead to the"bowl". The fence will be 12-18" shorter along the west side, where it runs 'k along the top of the brick-faced site wall. auk ~ SRG PARTNERSHIP City of Tigard, Oregon Design Development new tigard library Site Landscape and Irrigation: The landscape and irrigation will be very minimalist in concept. The majority of large plant material will be focused around the entrance to the building and the courtyard. The large island in the center of the parking lot, the swales, and the landscape on the east end of the building will be of a smaller size(1 or 2 gal. vs. 5 gal. at the entrance) [Transitional Planting]. The rest of the disturbed site will be seeded with a native field grass. The majority of the landscape will be watered by drip irrigation, which will allow the city to reduce water consumption and will allow for flexibility in watering very specific areas on the site. The drip irrigation will be much less intrusive during installation to the existing trees and landscape. It will also allow for a phased removal of the .. irrigation system once the native plant materials have become established without damaging the established material. Some areas, due to size type of plant material(native field grasses and water quality facilities) necessitate the installation of spray heads. They have been sized as large as possible, given water pressure restrictions, to maximize the amount of area watered with the fewest heads. The Rest of the Site: Beyond the building and the parking area is the rest of the site,which will be protected in its current condition, or enhanced. The areas directly adjacent to the building and the parking will be planted with native Oregon plant material, wherever possible, that will be selected carefully to blend the building into the site. The large open space"bowl"to the north of the building will be maintained in its current form, but could be over-seeded with `. native grasses appropriate to the site.There is a 50'Clean Water Services buffer zone to the south of the Fanno Creek that will need to be cleared of invasive plant materials and replanted with appropriate native riparian vegetation to bring the buffer up to current CWS vegetation corridor standards. The plant material that will be used for this buffer enhancement will be initially smaller than most of the material used around the building, and should be considered"mitigation landscape". �.. We were able to reduce the number of required parking spaces by 10%due to the construction of a new bus stop built to Tri-Met and the City of Tigard standards. The trade off is the requirement that the Library project pay for the new bus shelter. SRG PARTNERSHIP City of Tigard, Oregon Design Development new tigard library `, Architectural and Interiors Brick Masonry Exterior Brick for modular brickwork to be: 1. Mutual Materials Building Brick units for modular brickwork. Color and texture to be selected from standards available. All brick to be provided with clear penetrating water repellent(Prosoco Sure Klean Siloxane WB or equal) 2. Brick size to be Norman-3.5"x 2.5"x 11/5"with 1/3 bond pattern,Pur-o-wall D/A 213S seismic galvanized steel veneer anchorswith screw attachment at stud walls and masonry anchors at CMU back-up. 3. Mortar and grout to comply with Brick Institute of America guide specifications 8A. Pigments added to mortar mixes. Mortar color to be selected from manufacture's standard colors. 4. Framing for exterior stud walls to be 6"-l6 GA.Structural steel studs at minimum 16"oc,with 1/2" gypsum sheathing and high-density,micro-perforated polyethylene building wrap(Rufco-wrap or equiv.) 5. CMU back-up walls to be constructed of 8" nom.ASTM C90,grade N,type 1 units with Type M or S mortar and ASTM C476 grout. -S -S -. -. -S SRG PARTNERSHIP City of Tigard, Oregon Design Development new tigard library S ' Seismic Veneer D/A 931 Seismic Channel Slot Anchors , Anchor Assembly (Patent Pending) ' ' DUR-O-WAL's seismic veneer anchors are designed to meet Engineered for use with standard channel slots.Pencil rod or -,.., performance criteria as defined • : Architectural and Interiors Roofing Material Amok Single-Ply Roofing Low slope roofing to be fully adhered,thermo-plastic olefin (TPO),single-ply membrane roofing system. 1. Fire Performance:UL Listed,Class A. 2. Wind Load: 22.2 psf;80mph,exposure C at 80 feet above finish grade. 3. Installer: NRCA member,licensed by membrane manufacturer. -� 4. Warranty: 10 years with option for 20-year roof warranty bond. 5. Product: Stevens Roofing Systems Hi-Tuff EP,reinforced ethylene-propylene,single-ply membrane,45 mils thick,white in color or approved equal. Traffic path pads from roof hatch to mechanical areas and at major drip areas of curved roof. ,1 6. Roofing insulation to be (2) layers of 2"nom.Polyisocyanurate board with extruded polystyrene used for crickets. Top layer of insulation to be provided with "nail-base"type for attachment of roof membrane. '1 1 SRG PARTNERSHIP City of Tigard, Oregon Design Development new tigard library x ? r" Y,,,;.•" moi., . , _ , _. . , . . __ ._. , ,, .. „, . _ ..,_.. ..",„„ _ _. . _. . _ . _ .._,,, .i,, . ..„, „. " ....,„,,,, ,..._ STEVENS t.: N� -4 1 F- ,,.„_„ ,,,- ROOFING SYSTEMS _, _.,. �. .,..„:.. 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FIRST REINF 1863 INCE 1863 } Since 1992, Stevens strength advantages of hot-air- Roofing Systems has pio- our history of r[ub er dompounding Roofing Systems has been welding,and can be installed neered the development of d calendering d `,°back to 1863 compounding and calendering year-round when compared to several TPO membrane prod- �" d the foundingof r orerunner,the Stevens EPTM',the first rein- liquid adhesive-seamed sys- ucts,including the world's first asthampton RubretThread. forced TPO roofing membrane tems which cannot be installed TPO membrane specifically ompanysupplie f tbber"thread sold in the U.S.Since then, in cold weather. designed for ballasted applica- L. d tape to the appsrtdustry. nearly one-half billion square In addition, Stevens EP tions,and the world's first TPO f feet of Stevens EP has been membrane with fleece. .. In 1975' 975 the cortapan�+„(then part of ' brand of TPO contains no P.Stevens&Co' S1ite[ed the pond sold around the globe. plasticizers and therefore does `, d pit lining busrnes with a rein Stevens EP brand of ther- not suffer any of the problems. ,rced,Hypelonc?b�containment moplastic polyolefin(TPO) is associated with plasticizer `,, embrane A few ` rs'later.Stevens a proprietary reinforced,heat migration or membrane shrink- - an manufacturr rnercial roof 9 . „ weldable, roofing system. It is age that some PVC mem- � g membranesnate label available in 45-and 60-mils. branes have experienced. areement „P.,.-,:.•,-,',,,,,---, Today Stevens�l�fitsg Systems is `, business unrtaofJ iastomerics, ith more than 3 of combined 1 y �.., bber mpoun lrn�g z rience. <: r-1 tevens Roofing me ib anes,are mar- ,dsi/!” `.. Stevens EP-B is a unique -ted in neariy 10Yc e around the r ti z _}.. configuration of Stevens EP `. lobe and over I bbl in re:feet of " - �� $�;: -,,. ; tevens memb ab lass e'en installed �y� membrane specifically engi- oridwde' Inadd� -Q-c9.rnrnercial ' neered for stone or paver bal- `- • i r'gT the(')cr?p awa[ltivifide last roofing applications. pplier of geo nim and ure Stevens EP-B is available in �" ane film sheet,art .tub ng. standard 76.5-inch (1.94 m) �, 1,9 STRONG RELIABLE, HOT widths,or 18-ft.9-in.(225-in./ TEVENS7E,,,_.."..,,,,,i_ T. P`I E#BEST AIR WELDED SEAMS REINFORCED 5.7 m)wide pnels.(Consult `, F BOTH WOR Hot-air welding has long All Stevens EP membranes sales,technical or customer Stevens FP l�rtg ystems are been recognized as the are reinforced with a high- seryice departments for :".1 ased on s proprteta l lerrnoplastic strongest, most reliable seam- strength, polyesterscrimfordetails)olyolefin�T'PO)`�cdEorindof ethylene ingmethod in the single-plyaddedstrengthanddurability. ��,r� r i:ndpropylene A industryLiterally fusing theThisgivesStevensEP: �t � r ""The result rs°ash irweldabletop and bottom sheets togeth- ■ 5timesthetearstrength � ' f�" '�er,hot-air welding creates one of reinforced EPDM. °�embrane offeringtheebest perfor } homogeneous bond that can IF:',''''',-,- nce characteristi oth EPDM L.- be made as strongas the • Nearly 3.5 times the T er and PVC but�t�t he limitations breakin strep th of �" membrane itself. g g f either In short r'-.Stevens EP reinforced EPDM 310 lbf. as defined the TPt�oofing industry Hot-air welded Stevens EP (1379 N)vs.90 Ibf nd is the mosf w[ �insfalled brand seams can be: (400 N). `, f TPO roofin in th" orld � ■ U to 8 times stronger g - P g • Equal or superior ASTM Stevens EP hr nd of TPO"is an than butyl adhesive physical propertytest �" nvironmentaliy frte l r roofing mem seams. results when compared to rave that provide tanding •■ Up to 3 times stronger reinforced black rubber Stevens EP-Fleece is rein- `.. eatherabrltty,fire:arid chermical resist- than butyl tape seams. membranes. forced with both aa polyester 'ice'strong rehab searn ,"and no scrim and a polyester fleece, ■ Significantly faster and ■ 45 mil(9.14 mm)Stevens providing toughness,durability, lasticzers to lei er►d;embrittle less expensive to install EP provides the same and increased puncture resist- ." e membrane 3 than adhesive or to ed_ puncture resistance as p ance. Stevens EP-Fleece Available in wh� ack gray,and seams—so more of your some 48 and 60 mil (1.22 membrane is available in 80 olors,;Stevens. nbmnes pro- roofing investment goes and 1.52 mm) PVC's. and 95 mils,and can be ide superb value t acompefitive into materials that stay on I 60 mil(1.52 mm)Stevens mechanically attached or fully ,rice. s the roof, rather than into EP provides nearly twice adhered. �- the labor to install the sys- the puncture resistance ENERGY SAVINGS 4 K tern. as some 60 and 90 mil ' A white Stevens Roofing Adhesive seams are sub- (1.52 and 2.44 mm) System reflects the sun's light �- ' jest to contamination and PVC's. ' ''"- degradation from a variety of ■ 45 mil (1.14 mm)Stevens �' K; rooftop conditions—even EP has twice the tear water. Thus,the weatherabili- strength of some 48 mil ty benefit in EPDM mem- (1.22 mm)PVC's. `. '5 =t° I braves is often offset by expo- A` -, MEMBRANE OPTIONS EPa ' ' sure-related seam failures. ‘t4 4y: Energy Stag The Symbol fix Energy �' As the world's leading man-' ' In contrast, Stevens EPEfficiency Stevens Roofing Systams has tevens.`Ep J a fra& a PQ embrane ufacturer of reinforced TPO determined that some of its products meet brand of TPO weathers as well rarufaeftireti'by,FSteye ystems the Energy Stara Roof Products Program yp ion is a re rsrea rlfotGPo�r-Dow as EPDM has the seam roofing membranes,Stevens $. ,f , guidelinas for energy efficiency tastomers e C fn�ta ' lfonared polyethylene SPE)'lmthettc�4 nergy Starts a.,- grst� Atwr"offfie U.S. nvironmen l i, t i, �' "1 RCEDTPO ROOFING MEMBRANE and can thereby help to reduce extra insulation would out- Factory Mutual Windstorm mize abrasion and mechanical "1 air-conditioning costs. weigh roof color.The results Classification Ratings of damage to roof membranes Many complex factors are very revealing.See for 1-60, 1-90, 1-120, 1-135, caused by rooftop traffic. impact the life-cycle cost of a yourself.For a free LIFE- 1-150, and 1-195 Fully The walkway roll is manu- '1 commercial roofing system: CYCLE COST ANALYSIS for adhered Stevens EP can factured with the same unique ■ The installed cost your next roofing project,call achieve 1-180 and 1-270 TPO formula used for Stevens "1 ■ Warren char es 800/621-ROOF,ext.1162 or Windstorm Classifications EP membrane and offers dura- g visit us on-line. under specific conditions. bili ■ Maintenance ty,weatherability,ease-of- ■ Depreciation Stevens is a longtime propo- Consult the current FM use and the strength of hot-air "1 ■ Net present value neat of the energy related ben- Approval Guide for a complete welded seams.Stevens EP efits associated with white description of all approved Walkway Roll can be installed ,.� One factor that is frequently reflective roofing, a partner in assemblies. on either 45-or 60-mil EP overlooked is energy cost as a the EPA Energy Star®Roof membrane. .1 function of roof color. Products Program. Contact OPTIONS We all know that lighter sur- Stevens for a free Life Cycle -0 faces reflect more of the sun's Cost Analysis that can show you * Yj" =-- Stevens EP Roofing ,, light,while darker surfaces the energy savings possible i4�fi, z Systems are available with a absorb it. The question is:will with a reflective white Stevens .' variety of warranties;as fol- -N a building with a reflective Roofing System. Or visit the -'4-.. ., _ ' lows: white roof save enough in air "Energy Efficient Roofing" 1 ■ 5&10 year material only - conditioning costs during the section of our web page at: ,� (all systems). warm weather to outweigh the www.stevensroofing.corn lib. ■ 5, 10 and 15 year material ^1 potential savings in heat FIRE RESISTANCE and labor(all systems). absorption from a black or dark MEETS CRITICAL UL AND "1 colored roof during the winter FM REQUIREMENTS MAINTENANCE REPAIR • 5, 10 and 15 year total ,, months? Especially in Stevens EP Roofing system (all systems, Northern climates? The short Most Stevens EP mem- g except for stone ballasted). ...v answer is yes! branes have achieved UL Systems are engineered to Class A fire resistance classifi- require minimal maintenance. In addition,at no additional To find out,we conducted a cations(UL 790)at slopes Should damage occur,Stevens charge,Stevens offers,a 60 ', computer-based life-cycle equal or superior to all stan- EP membranes can be easily mph(97 km/h)wind warranty ,, analysis that compares the dard and most fire resistant repaired by an Authorized with a free 70 mph(113 km/h) installed roofing system cost " EPDM sheets:3/4-in.(19 mm) Stevens Applicator. upgrade upon pre-installation ..N and heating/cooling costs for a slope over most isocyanurates, approval on some mechanical- 100,000 sq.ft.(9290 m)air- up to 1-in.(25A mm)over �,„„v- ly attached installations for -1 conditioned building in three selected iso boards, and unlim- ”. ,, which a warranty has been cities across the country. A ited slope over gypsum. requested and approved. '1 white Stevens roof was corn- Consult the current UL Roofing _-------. 4. All Stevens membrane is pared to a popular dark col- Materials&Systems Directory manufactured in an ISO-9002 "1 ored system,with the following (where Stevens EP is listed as - registered facility. assumptions: "1 a TPO)for a complete listing of ,=.- ,- „ ■ Natural gas heat at ratings. ;, w O iiia '\ $.58/therm. Mechanically attached f m O O ■ Electrical AC at Stevens EP has achieved M $.12/kwh. -:.,..t., ♦A a ■ Building temperature at WALKWAY ROLL 78°F(25.6°C). } Stevens EP Walkway Roll is ■ Roof insulation at R-10. e '1 the industry's first hot-air weld- We also ran the same411> able TPO walkway pad with '1 analysis with an R-20 to see if ' APPROVED welding tabs, designed to mini- .47 RSA RvAo Rant.isas " ATTACHMENT MODEL SUBSTRATE SYSTEM 1 METHODS* CODES COMPATIBILITY COMPONENTS ACCESSORIES COLORS -, • Mechanically ■ BOCA Evaluation Suitable for direct Membranes: ■ Stevens Iso ■ White Attached Services,Inc. contact over existing: -Field Sheet Insulation ■ Black 1 is Fully Adhered ■ ICBO Evaluation • EPDM - Perimeter Sheet ■ Stevens Pavers • Light Gray ■ Stone Ballasted Services,Inc. ■ CPE -■ Stevens Fasteners/PlatesUnsupported Fllshing ■ Stevens Edge Metal ■ Medium Gray 1 ■ Paver Ballasted ■ SBCCI PST&ESI • CSPESystems: ■ Tan -1 la Vented Roof ■ Metro Dade ■ PVCBootsN■ Stevens EP Premolded lded Pipe -Stevens •Edge ■ Terra Cotta System(VRS) ■ City of New York ■ NBP -Stevens Fascia Inside/Outside Corners -Stevens Cap ■ Sand(EP-B) 1 ■ Texas Department ■ EIP ■ Stevens EP Clad Metal -Stevens System ■ Blue of Insurance ■ Neoprene ■ Stevens All Purpose Sealant 200 • Green ■ Aged Asphalt BUR ■ Stevens EP Bonding Adhesive • Stevens EP Seam Caulk "1 ■ Stevens EP Seam Cleaner • Stevens Termination Bar "' I Stevens EP Walkway Roll • i-,-;•;-",;;;i:r • v ,,•-f:r ii.-, --f4.-',•.:,---, _-•*,. ,',',',:,`" ' -..,V4';`,,,,,4,`-;' ,,,.../,..-Pr--;- - - --._• - ' • ---'-'- ' -".----' ,';...--•,:" •]71.--- , _ - ,-: : -s:,•''''' -:.4.7•,:-°"- _g, EASY THREE STEP TECHNICAL SUP' * -,kot-,:. .... 1z,:i. ,. Stevens EP Physical Properties 1VISTA.LLIO A,TN Stevens Roofing SyStk, ;:'r"- . Typical Typical All mechanically attached offers a full range of tec';4';',titsi,.- Physical Test Specification Values Values ,,,,,,, ,i,- Property Method Stevens EP systems are support including: -i---,,-.6.1-,,,,t, 45 mil** 60 mil** .- installed in three easy steps a A comprehensive:.•-;-.e,..„:`, Breaking ASTM 0-751 225 lbf. 310 lbf. 350 lbf. (not including trim and details): Technical Manual ' Strength (Grab Method) (1.0 kN) (1,38 kN) (1.56 kN) .' .. ASTM D-751 1).Roll out the membrane m Electronic Specs&' 7-;-'- .-- 55 lbf. 135 lbf. 135 lbf. 2).Fasten the membrane to CavDa-ilacible on the',!;,,,,,.z„!,,,::' Tear Strength (Procedure B, " " (245 N) (600 N) (600 N) the deck CD-ROM 8x8sample) ,, Shore A 3).Heat weld the seams at Bilingual Englis ASTM 0-2240 75 82 82 7..J,I.,'-- Hardness Pocket Guide ;;;Y,-;... ASTM D-1204 STEP 1 tai Stevens Specs a_tt..4; Dimensional Black:1 hr. Black: Black: ',- "- Stability +0.5% +0.5% °F/100°C 1% diskette—and a (@ White: White: .,'t-:F -;" (%change r‘-',.; ---r!,•i:A. www.arc.at.conv ••••, -1,i'-- White 12:6 hrs© -.1:sid„r 4 max.) +0.3% +0.3%Stevens EP Quit, ,.,1-,'-- - 176°F/80°C) (guide specs for.,t,-, ,,,...,..c77 . approved syste ..t.:,:: Hydrostatic ASTM 0-751 350 psi 400 psi 425 psi Resistance (Method A) (24 MPa) (2.8 MPa) (2.9 MPa) Toll free technical ASTM ASTM 0-1149 8001621-R00E* e'".•, Ozone ,,,, , - • . Pass Pass Pass --'-- Resistance (70 hrs @ CALL FOR A ROO;;17. 100°F/37 8°c) -- INSPECTION OR' 'rct4,4. :, Xenon Arc, ..--- ----.. ; ..--- Call 800/621-R(30f-,,i-4-- ASTM G-26Pass Pass Pass , ..., ,,-. 1004 for more inforni:if,,::" " (4000 hrs STEP 2 arrange for a competi 7:',1:::: _ th Weaer @176°F/80°C) - - ,,,, from an Authorized St:‘ Resistance , EMMAQUA, Applicator ASTM G-90, Pass --.-f Pass ,'!;;;•'4.,i': (Concentrated (4 million Pass ,_.,..t. Di.f.',',7ii,"7*,'`..--Vk ' ,,•111. ..k...::, -,-..t-ss- Natural Langleys) 2,,....''•"-- 4 1 '',' ' -,' . ''..4 ,-, ,-.--t - i';.--",1,'S-1,..' -':*r*-e'' Sunlight) 400 lbf ' Puncture FTM 101B 250 lbf. 350 lbf. Resistance (Method 2031) (1.1 kN) (1.56 kN) (1.78 kN) :1r•4•.-:.t-'•'"-*e.:-'.-3:,_,,:,.-,,,•,7,-?-;:.„. _____•-_- 7‘.•;`.0.-"?'-' -,-,'-- ASTM E-96 -E, Vapor (Procedure B N/A 0.035 0.035 4'..-e:4,,.1•'"5.-''''- - •. -",,'''. ''',1;,•• Transmission Condition BW @ PERMS PERMS .:- -......,„„.„-:--• ,--- ,..- ' , :Plat4 ' 72°F/22.2°C Elongation(%) ASTM 0-412 500% 700% 700% Ultimate* Die C ....- , .'„, ?- STEP 3 ,,,.......,, 137 •-•:-,:. ASTM 13-2 EM11:11 ..„.._ Pass (@-45'C) ,,,... Water ASTM D-471 - W.';.:_ ‘.7.-',,,,,,, 44,7.,..., '''''''''-'f_-;:, •,-,,,..sfa:_, Absorption '---2-'. _ . t (158°F/79°C 3.0% 2.5% 2.5% I, • :-:?-rif; (max.%weight' - 1 -'-J, '.. chanie* f 7 d s) or ay 1. Heat Aging ASTM D-573 Break: Break: Break (black (28 days @ 225 lbf. 275 lbf. 275 lbf. membrane) 212°F/100°C) (1.0 kN) (1.2 kN) (1. 2 kN) , •.- -1 ',1,:.-,--, 4 . wr,.;*.'.•',„`Sk_ -',1,1",,,,-- ,.i.,... 8100 -t-t„,4r.. ...... :,--- _____ N,,, ,,,,-- , -,,,,,,,,,,_,,,, , ,..„ ._...„.__ (. mirsEvE -4, .....__ _ ---- , , ,, ,,,,,,,,,G SYSTE •,:, 4: - .t d ._. , :-..:,::!:ten e h Lin sta.re.ileiliS herein are expressions of opinion,which by pe i- tented , , „..„,L7)1...iatsuc od,iiot.ft gtialetitee or responsi • bility on our part Statements co ,,,t,:',,.,,, -- _ ,. ,• , • ;_,-.,, , - , -.•-•:* r,,,, ' -' •=" '-• ' ' '-c-intended - - ; C 0,i 1117 e 17 d..,9 d uses may infringe any patent No warranty express r: _i5....z., • , ffi USA -:--p0P2o 1 ii00 ©99-00 JPS Elastomerics -•!,..);nt-, ..j.,-;:. • ; ,- • • ::.-:•,•„ ,.., •.3,,,,/, Architectural and Interiors Metal Roof Preformed metal roofing at curved roof clerestory. 1. Factory finished sheet metal stock with factory applied flouropolymer coating. 2. Design Span HP by IMSA,Tacoma,WA. 3. Warranty: 20 years against fading,chalking,and degradation. 4. Installer: 10 years experience,certified as qualified installer by manufacturer. .1 SRG PARTNERSHIP City of Tigard, Oregon Design Development new tigard library Design Span°HP •� Featuring • \k\ %. Z i n cal u me®For Twice the Life! / Zincalume combines the strength of steel with the corrosion resistance of aluminum for twice \ the life of zinc coatings: Design Span®hp is a performance-rated structural stand-- r'' ing seam metal roof system with net coverage of 12",17" L- s up to 24".Design Span®hp is excellent as,a roof over metal 17 coverage with striations standard or wood decking,and as a fascia or mansard over plywood 12° and 2i without striations upon request)t � P y�+' 12"width standard or supports. O Subtle striations between ribs on 17"and wider panels Design Span hp Section Properties reduce the appearance of oil-canning: DesiS. n h' 12° Wt. S+ I+ S- I- Gau:e (Ibs./ft.2) (in'/ft.) (in.4/ft.) (in'/ft.) (in.'/ft.) ▪ ❑ Available in a wide variety of standard colors in the 24 1.39. 0.0822 0.1178 0.064: 0.0595 DuraTechTM'5000(polyvinylidene flouride)coating sys- Design 1.78 0.1046 0.1 soz 0.0932 0.0834. tern, 16 oz.copper and ZACti ue®ll treatment Design Span®hp 17 and 18" Ply 9wt. s+ I+ s- Gau;e (lbsift.2) (in'/ft.) (in!/ft.) (in'/ft.) (in°/ft.) ❑ Tested in accordance with UL580&ASTM El 592. 24 1.24 0.0566 0.0859 0.0434 0.0399 22 1.58. 0.0721 0.1096 0.0625 0:0559 ❑ Meets UL 90 wind uplift requirement. Desi;n S'anth. 24" Wt. s+ I+ s- -' ❑ Has been tested for air infiltration per ASTM El 680,and Gau;e (lbs./ft 2) (in'/ft.) (in.4/ft.) (in'/ft> (in vft> 24 1.17 0.043. 0.0678. 0.0326 0.03 water infiltration per ASTM E1646. 22 1:49 0:0552 0.0866 0.047 0.0421 ❑ .Can be installed over solid substrates or spaced support members at spans to 4'-0": • 0 Available with a 1 1/8"notch at the end of each panel for the ease of turning under;reducinginstallation labor and ."k costs. ❑ Factory applied butyl sealant is standard. 0.. Snap-together panel, no field seaming required. 4.f.kli IMSA BUILDING PRODUCTS Tacoma,WA 800-733-4955,253-383-4955 FAX 253-272-0791 Fontana,CA 800-272-2466,909-823-0401 FAX 909-823-2625 1 ._ , ._ Design Span®HP ..__ ..— Design Span®hp 12" Can be factory Load/Span Table Allowable Uniform notched for turning . Distributed Load(psi) under. ... 3' ' 3'0 4t-Ou SS f. 145 106 81 � 24 Gauge U240 145 . 106 81 ..- DS ; f 114 83. 63 .. .: 11/240. 11.4 83 63 I TS f 143 104 80 ..- U240 143 104 80 SS f . 184 - 135 103 .... 22 Gauge 11240 184 135 103 . Factory notch allows `„ DS f 164 120 91 panelto be field turned- - L/240 164 120 91 down. A11%4L114•• .. TS f 205 150. 115 ` U240 205 ' 150 115 - ` Desi Spalrfly317"--18" > .. Load/Span Table Allowable Uniform Distributed Load(psf) �,/: Span ` 3'-0" 3'-6" 41-0" -.-' `.. 24 Gauge SS f 99 73 55 �.. 0240 99 73 55 DS f 76 55 42 ,— U240 76 55 42 Load Table Notes: TS f 95 . 70 53 • Steel conforms to ASTM A-792(Zincalumc') `► 11240 95 70 53 • 40,000 psi minimum yield. •.Loads above are for"positive"loading only.. s`" 22 Gauge SS f 127 93 71 • All flat surfaces can display waviness called"oil 0240 127 93 71 canning".This is an inherent characteristic of flat ,." DS f 110 80 61 steel products,not a defect IMSA makes every effort U240 110 80 61 to eliminate any oil canning during the production TS f 137 100 77 p •....Specifications subject to change without notice U240 137 100 -77 Loading Table Legend . . Design Span®hp 24" . f--Load limited by flexural bending stress Load/Span Table Allowable Uniform L-Span(Inches) `' Distributed Load(psf) Uxxx-Load limited by deflection Span SS Single span © 4 3'-0" 3'-6" 4'-0" 24 Gauge SS f 79 58 44 l DS-Double span �p ._. © 11240 79 58 . .. 44. -I DS f 57 41 31. - TS-Triple span `. L -1a U240 57 41 31 or More o - e -�- O TS f 71 52 40 V 0240 71 52 40 22 Gauge SS f 97 71 54 `. 11240 97 71 54 DS f 82 60 46 L/240 82 60 46 'MSA : TS f 103 75 57 rk U240 103 75 57 BUILDING PRODUCTS .. Zincalume®is a registered trademark of BHP Steel(ILA)Pty Ltd •." 0 IMSA Building Products Inc. August 2000 Printed in USA Revision 10M (PS172) Architectural and Interiors Wood T & G Decking Exposed structural tongue and groove decking at roof structure. 1. Three by six nominal,random-length laminated wood decking with face lamination select structural and concealed laminations No. 1 Structural. Face lamination to be Douglas fir/larch,AIC1 10 decorative/architectural grade,smooth-sanded with standard v-joint pattern. Hand select material and orient for best appearance in all areas,exposed and not exposed at this time. 2. Water base sanding sealer to be mill applied. Architectural Woodwork „1 Architectural woodwork including paneling,trim,and base identified on drawings and finish schedule to be: 1. Material:AWI Premium grade,plain sawn select eastern white maple,clear no heart nor stain or mineral streaks for transparent finish. 2. Finish system:AWI System TR-4,Premium grade (varnish sealer and two coats varnish). 3. Wood to be from Certified Sustainable forests-FSC certified programs. Casework-Wood cabinets as shown on plans at Sale Books,City Brochures,Library Displays,Book Drop, Circulation Desk,Welcome Desk,New Books curved counter,Children's Desk and computer counters, Reference Desk and counters and shelves behind,Young Adult computer counters,built-ins in Houghton Room,Conference Room,electronic info counters. Casework-Plastic Laminate cabinets and countertops as shown on plans in Circulation Workroom, Donations,Volunteer Check-in,Mail,Technical Services,Staff Room,Mail slots,Youth Service Work Area, Children's Program Storage,Pantry,Reference Workroom,Training Room,cabinets at copiers. Casework at Coffee Bar will be provided by vendor and is not part of this contract. SRG PARTNERSHIP City of Tigard, Oregon Design Development new tigard library 1 ^ Architectural and Interiors Acoustical Ceilings Acoustical panel ceilings with square or tegular edge for lay-in installation,as shown on reflected ceiling plans. 1. Halcyon ClimaPlus,or Armstrong Optima. 2. In main library space,2x8,4x4 and 2x4 are shown. Price for both square edge and tegular. 3. In all other spaces,use 2x4 tegular. Specialty Ceilings Biofiber(wheatboard) Panels are a Product of Phenix Biocomposites, 1-800-324-8187. Wheatboard particleboard. Finish System AWI System TR-4 Premium Grade. Indirect Metal Suspension Systems,heavy duty. 1. Typical 2x2 and 4x4 panels as shown on reflected ceiling plans. -•. 2. Suspended armature and ceilings above circulation desk and wall between Children's and New Books/AV. SRG PARTNERSHIP City of Tigard, Oregon Design Development new tigard library Relative Installed Cost t pTIMA Open Plan ,,,, $ - $$$ $$$$ � u&e Lay-in fine texture ettr Selection Attributes Washable Typical Applications Recycled Color •, ..� -. directional DuraBrite surface for Scratch-resistant •Open plan offices Content: a , cellent durability and superior light Soil-resistant •Areas with indirect lighting ' '� ectance(reduces lighting and •Humidity-resistant Hoag i systems 28% `„*` h ergy costs by up to 1896) HumiGuard Plus performance 1311white(WH) _ -, .trig acoustical performance, to inhlbtt panel sag •Ams requiring frequent plenum Recycled ..'. Articulation Class(180-210) •10-year limited warranty; access Glass 1�;' 1 NRC(0.85-1.00) 15-year with HumiGuard plus i y table Plus products and Armstrong hot .7-1 Impact-resistant dipped galvanized gridr.;7,7r . ,-=, f'..-,:.:Z sual Selection Performance Selection ts:t UL Classified 4''_ y;ARID EDGE ITEM ACOUSTICS FIRE SAG LIGHT 1 ` ”' FACE PROFILE NUMBER DIMENSIONS NAC AC CAC RESIST RESIST REFLECT DURABILITY '`4`�E 4 Open Plan Lay in l, 6 F 5/16" Square 3150 24 x 24 x 3/4" 0.85 180 - Class A ® 0.89 a Lay-In 3150M 600 x 600 x 19mm El Iii El b o SIC t, 3152 24x24x1° Cil 0.95 190 37* ClassA 0.89 a ; , + ; 3152M 600 x 600 x 25mm ® ® 1 , 3159 24 X 24 X 1-1/2" ❑ 1.00 200 - a: A ® 0.89 ®� .- 3159M 600x600x38mm ® •'' 3352" 24 x 24 x 1" 1:10 0.90 200 27 Class A 0.89 C + 3352M 600 x 600 x 25mm ® ® t es. _2: 3151 ^ 24x48x3/4° 0.85 180 - ClassA 0.89 ®[� - = ' 3151M 600 x 1200 x 19mm • ® ® ® �/t �� �'� «. 3153 24 x 48 x1° 0.95 190 37• Class A 0.89 51 E �„,...,..,,z,,,,_ 3153M 600 x 1200 x 25mm 10 le ® 1, f , 3155 24x 48 x 1-1/2” 1.00 200 - Class A 0.89 ® 1` ,^ ,. 3155M 600 x 1200 x 38mmM El INH �'LA if • }lt. y,' 1,•1 it ass ' i•'• r r ,11. 3353M 600 x 1200 x 25mm M if ® i A'C 3356" 24 x 48 x1-1/2' 0.95 210 27 Class A 0.89 ® ° as 3356M 600 x 1200 x 38mm ®M .6 'Iii, _ 4l /� 4 `'p`Z it�xA x - VIS M t at E > n y 3160M 1200 x 1200 x 25mm M El ® li . ® , 3154M 1200 x 2400400 x 25mm s ® Drawings on pgs.206-208 tiverittici.ausucalR.Litas.eas® p� • With optional 5/8'mineral fiber backing ie°mix• n""• t us. atent Pending Reser IA....ft•• OAC BackingWashablela R.11%3.112 k., Physical Data - Material ASTM E 1264 Classification Backloading Recommendation i...;;,---, ' r• -: 3150,3151,3152,3153,3154,3155,3159,3160- Type XII,Form 2,Pattern E See pages 209-211 for details ; Flbergass WM1 acoustically Insulation Value Weight;Square Feet/Carton ;4 n membrane t 0 3r 3353 3356-Fiberglass with DuraBrite 3150,3151- 3150,3151-0.40 tbslSF;128 SF/cin t� R Factor-3.0(BTU unfts) 3152,3153,3352,3353-0.50 Ibs/SF;96 SF/cin i acousticaUytransparentrembrane;CAC backing R Factor-0.53 efts wits 3155,3159.3356-0.651bs/SF;64 SF/ctn r; Surface Finish 3152,3153,3154 3160,3352,3353- 3154,3160-0.50 ibs/SF;128 SF/ctn DuraBrite with factory-applied acrylic latex paint R Factor-4.0(BTU units) , R Factor-0.70(Watts units) Warranty ,i- Flame Spread/Fire Resistance 3155,3159,3356- See pages 209-211 for details Class A.Flame Spread 25 or under(UL Labeled)per A Factor-6A(BTU units) ' ' , ' ASTM E 1264 R _1 ) Recommended Suspension System -- PRELUDE 15/16"Exposed Tee grid systems LL.-- -1 -K •tri _..._ - Relative Installed Cost ; s it pTIMA Open Plan Tegular 0 .�=mm � 9 �, tie texture s' Selection Attributes WashableTypical - y Applications Recycled Color i Scratch-resistant • �* :., •hectional DuraBrite surface forOpen plan offices Content � - lent durabilityl su or Soil-resistant • erocel P� Areas with indirect lighting systems O/ 0 � „,fight reflectance(reduces lighting •Humidity-resistant rim nwo• .Areas requiring frequent plenum ��/� i ` i,,sad energy costs by up to 18%) HumiGuard Plus performance tin S access Recycled White pH) .. c putstand'ng ac coustical to Inhibit panel sagILII• Glass performance,both Articulation •10-year limited warranty; pins ' ..g F GYv Glass(190-200)and NRC 15-year with HumiGuard .- (0.90-1.00) Plus products and Armstrong hot •Durable dipped galvanized grid • ' ,-.-'k. , 'F Impact-resistant Visual Selection Performance Selection , . ULclassified ; ' ',' • GRID EDGE ITEM ACOUSTICS FIRE SAG LIGHT - FACE PROFILE NUMBER DIMENSIONS NRC AC CAC RESIST RESIST REFLECT DURABILITY IB- OPTIMA Open Plan Tegulerr '7 i, 9/16" Square 3251 24 x 24x 1" n 0.95 190 37' Class A • 0.89 r Tegular 3251M 600 x 600 x 25mm t I ® u� A Z J • -,-.1,3,-,1- 3254 24 x 24 x1-1/2" 1.00 200 - Class A 0.89 ;� Elisle 3254M 600 x 600 x 38mm III 7N v .1 3355M 600 x 600 x 25mm ❑ ® 200 27 Class A III ® 0.89 ® i 3257 24 x 48 x 1" 0.95 190 37' Class A 0.98 ., 7 .98m: i r 3257M 600 x 1200 x 25mm ® ® ® i 3256 ' El x356M i2004x 1200 x 25mm ❑ MI ® Class A ® 0.89 ■® :7:: 15/16' d 0 Square 3250 24 x24 x 1 ❑ 0.95 190 37' Class A 0.89 ®� I; Tegular 3250M 600 x 600 x 25mm ® ® i,...-71::, No k 3253M 600 x 600 x 38mm C 1.00 200 - Class A 0 89 ® i 3354"` 24 x24 x 1" 0.90 200 27 Class A 0.89 ®III F ,, 3354M 600 x 600 x 25mm ID ® ® l'::4"::-2.L` 2 . ,•, ass •. 0.89 —= I 3252M, 600 x 1200 x 25mm li ® ® a --` � 4.•� ,, gi® i: � i . . x r,• :i - :, • • I 3255M 1200 x 1200 x 25mm • •,.... . I ® Drawings on pgs.206-208 rAterk.iwoustiwg El eases ioneagnsht. '*iLc. * With optional 5/8'mineral fiber backing as ie n rre I *i-tl4 " CAC Backing tai t U.S.Patent 5,674,594 i R,v, ;II Washable RA= Resko n� w�i .,:.'":17',,- Physical Data - Material Insulation Value Warranty .9. 3250,3251,3252,3253,3254,3255,3256,3257- 3250,3251,3252,3255,3256,3257,3354,3355- See pages 209-211 for details ,,; Fiberglass with DuraBrite adv transparent R Factor-4.0(BTU units) membrane R Factor-0.70 watts units) Recommended Suspension System I:;, 3354,3355-Fiberglass with DuraBrite acoustically 3253,3254- 3250,3252,3253,3255,3354-PRELUDE 15/16' I transparent membrane;CAC backing R Factor- -6 (Watts05 units)MU units) Exposed Tee grid 32511 3254,3256,3��3355-SUPRAFINE 9/16' I1 Surface Finish • Exposed Tee grid systems,TrImlok 9/16"Screw-Slot 1 , 1 ' DuraBrite with factory-applied acrylic latex paint Backloading Recommendation grid,SILHOUETTE 9116"BaitSlot grid,INTERLUDE See pages 209-211 for details XL 9/16'Dimensional Tee grid,SONATA 9/16" Flame Spread/Fire Resistance Dimensional Tee system 11 f^ Class A.Flame Spread 25 or under(UL Labeled)per Weight;Square Feet/Carton gridi , - ASTM E 1264 3250,3251,3252,3257,3354,3355- " 3 0.50 lbs/SF;96 SF/c to • ASTM E 1264 Classification355,3256-0.50 lbs/SF; SF/cin .„, ,t_103Tyne.m G-....0 oma.,c _; "4OPTIMA Plank & Vault Relative Installed Cos -� t �mstrong _ _. ,1 Square Lay-h &Tegular ©.; " •oPThMAvauit �,�,� fine texture ey Selection Attributes Washable Typical Applications Recycled Color "-N - k Scratch-resistant Plank Content: ` Soil-resistant •Areas requiring frequent plenum - Smooth,nondirectional finish on 0 {._ '' `'i scratch-resistant surface Vault access 28% ii .,, !;.DuraBrits •surface for excellent dura- •Unique design statement •Corridors. Recycled ' (WH)• � bility and superior light reflectance •Acoustical Vault Glass +S (reduces lighting and energy costs •Durable •Corridors 't by up to 18%) Washable fi •Outstanding acoustical performance, Scratch-resistant •Accent areas .° both Articulation Class(180)and Soil-resistant NRC(0.85-0.95) •10-year limited warranty;15-year "\ •Humidity-resistant ileum E with HumiGuard Plus products and HumiGuard Plus perfo mance® Armstrong hot dipped galvanized ( •Durable • grid "`""` Impact-resistant plus Visual.Selection Performance Selection A�4 S'UL Classified 1 GRiD EDGE ITEM ACOUSTICS FIRE SAG LIGHT 1 FACE PROFILE NUMBER DIMENSIONS NRC AC CAC RESIST RESIST REFLECT DURABILITY '1 OPTIMA Plank 15116' Square 3161 24 x 72x3/4" 0.85 1® - Class A ® 0.89 ®�Ilfeti r-e , Lay-in il F ® �IL -- 1 t t " 3162 24 x 96 x 3/4" 0.85 180 - Class A 0.89 — , 1.-4' r. 9/16" Square- • • ass 0.89 — Short side m Tegular- ® ® Y- Long side d2bl z4 x aozT •.• 161:1---1=- z,rdss-A I.! — --- iIr ® ® ® � : imp` r/a�••I••\_ PA4 s_ _' .OPTIMA Vault t C - Square 3163 15°arc 24x 72x5/8" NA Class A 0.89 s. ® Drawings on pgs.206-208 w R ® le u t iii 1- * No ASTM test exists for vault configurations i iro•e° ar e r , Note:Please see*below for specific details on order of vault components. • . Item 3163 is Just the panel for insertion Into the suspension system components. Ree. ® Washable Resistance Soil ■�R lit A Physical Data - Plank kFF ;:k Material Insulation Value Weight;Square Feet/Carton Fiberglass with DuraBrite acoustically transparent 3161,3162- 3161-0.40 tu/SF;96 SF/ctm membrane R Factor-3.0(BTU units) 3162-0.40 lbs/SF;128 SF/ctn 1 R Factor-0.53(Watts units) 3261-0.50 Ibs/SF;72 SF/ctn r 3261,3262- 3262-0.50 lbs/SF;96 SF/ctn '`" Surface Finish '1 DUraBrite with acrylic latex paint R Fads'-4.0(BTU units) n Flame Spread/Fire Resistance R Factor-0.70(Watts units) Warranty E' .� ., pages 209-211 for details Class A:Flame Spread 25 or under(UL Labeled)per Bacldoading Recommendation , ASTM E 1264 Recommended Suspension System See pages 209-211 for detals 3161,3162-PRELUDE 15/16"Exposed Tee grid t ASTM E 1264 Classification ASXII,Form 2,Pattern E 3261,3262-INTERLUDE XL,SUPRAF1NE or SONATA 9/16"grid Physical Data - Vault J Material Insulation Value Recommended Suspension System* Fiberglass with DuraBrite acoustically transparent R Factor 2.6(BTU units) SERPENTINA 615H 15°arc main beam and 7425 "e. e :- membrane R Factor 0.46(Watts units) 2'stabilizer bar t f Surface Finish Backloading Recommendation Notes: .` DuraBrite with acrylic latex paint •. None •Hold down clips , are provided with OPTIMA Vault 1, main beamst. Flame Spread/Fire Resistance Weight;Square Feet/Carton •For access to last panel,where traditional hold down 4 ' Class A:Flame Spread 25 or under(UL labeled)per 0.20 lbs/SF;96 SF/cin clips cannot be installed,order:OPTIMA Vault ASTM E 1264i-iSWarren Access 1Gt IGt includes:247426 Tee Spines, .v.fi ' ASTM E 1264 Classification See pages 209-211 for details 44880 Access Clips Type XII.Form 2.Pattern E 105 w Architectural and Interiors Glazed Aluminum Curtainwall /Metal Panels / Mechanical Screen Wall Design of Aluminum Curtainwall is based upon Kawneer 1600 or approved equal,using 7'/2"and 6" (overall depth) mullion systems as required by load conditions. --. 1. High performance 70%fluorocarbon resin coating per AAMA 2605. 2. Operable windows with insect screens and cam locks where shown on elevations. 3. Entrances into main entrance lobby to be medium stile aluminum/glass doors with auto door operators,magnetic locks,electrified exit devices and extruded aluminum thresholds. 4. Glazing to be 1"insulated clear with low-e coating-Solarban 60 Clear Glass or Cardinal IG Lo E2 172. 5. Spandrel glass where indicated on drawing elevations. To be insulating units with manufacturer's baked-on opaque coating on inboard surface and backed by 2 1/2"semi-rigid thermal insulation. 6. Metal panels where indicated on drawing elevations. Metal panel cornice/fascia/coping assemblies to be a combination of composite metal for larger panels and coil-coated steel to match for smaller panels. Cornice/fascia panels at main roof to be supported by custom,formed steel brackets anchored to wall stud framing or CMU. Metal Sunscreens -. Metal sunscreens affixed to horizontal mullion of curtainwall at south and west facades of lobby. Use SD allowance. SRG PARTNERSHIP City of Tigard, Oregon Design Development new tigard library . -1 weer 1600 WALL SYSTEM®' F1/A An AIS Company 17 1 " INFILL WINDLOAD CHARTS SINGLE SPAN A=20 PSF(960) TWIN SPAN B=30 PSF(1440) C=40 PSF(1920) METERS D=50 PSF(2400) METERS ^ 232 1` 7 E=60 PSF(2880) 30 .5 1 1. ' —9 ^ 22 29 21 —8.5 ^ —8.5 20 -6 27 ^ 19 t A -8 .....4., 26 18 5.5 7, Tr,. 2,5 -7.5 ~ 17 • 24 W i1 LU Z 16 -5 45 X = Q LLI LL 23 B 7 15 W (S W Z CC% W ^ W 14 0 N 0 1 W 21 -6.5� Z13 -4 J 'N�' J �! I 2011 2 O A m Z —6 ^ 0 12 > > 0 J —3.5 r2 W J 19 „y 11 �, X 18 E 5.5 10 i3 , 17 '� 9 4 5 16 8 E —2.5 162-001 I=5.035(209.57 x 109 15 —4.5 7 S=1.993(3266 x 10') A=4, 2 14 6 13 —4 "4,,, 5 12 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 7 8 ., MULLION CENTERS IN FEET MULLION CENTERS IN FEET SINGLE SPAN TWIN SPAN METERS METERS 23 30 —9 22 2s 21 —6.s A ..., 28 -8.5 20 27 —6 44,„ 19 26 8 ....„ 18 5.5 -i-, Tr, 25 B —7.5 W 77 I– J W 24 W LL 16 - 5 0 _ 0 LL 23 C 7 W — W .� % 15 _. CO 45W I I = 2 22 W� 14 W Z z�, :5W ,� = q W 0 p = 21 D Z 13 —4 J ``.% J J z 20 2' 0 12 B g m m = 0 19 —6 —3.s �'; E ,,� 2 " C i '1' 2 18 5.5 10 ` 3 , , 8 17 9 5 16 W alk 8 E 2.5 162-002 I=6.779(282.16 x 104) 15 —4.5 7S=2652(43.46 x 10') go., -2 14 6 13 —4 512 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 7 8 soik MULLION CENTERS IN FEET MULLION CENTERS IN FEET LITHO IN U.S.A.JU A KAWNEER COMPANY,INC.,2002 M Fl/A 1600 WALL SYSTEM®' IKainmeer ............. 18 An Alcoa Company ,.....- 1 " INFILL WINDLOAD CHARTS SINGLE SPAN A=20 PSF(960) TWIN SPAN ..., B=30 PSF(1440) C=40 PSF(1920) METERS D=50 PSF(2400) METERS 1 1.5 2 23 I I 1 S I5 I 7 E=60 PSF(2880) 30 I `,9 `, 2922 \ \° \. 21 —6.5 28 8.5 20 —g 27 .r 19 26 B —8 18 5.51-1 , 25 C —7.5 `. W 17 I- J 24 w —s = 1- w Z 16 Q X n I 23 - 7 `. Wlif W=Z ,��...1 J> >2 W 18 k 5.5 10 F 3 , 17 ~i s 9 • 16 ..r 2.5 162-003 8 15 I=10.135(421.65 x 10*) —4.5 `, 7 S=3.027(49.60 x 10') 14 —2 8 13 —4 '••••• 512 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 7 8 `� MULLION CENTERS IN FEET MULLION CENTERS IN FEET e.. SINGLE SPAN TWIN SPAN METERS METERS s." .5 1 1.5 2 .5 1 1.5 2 23 I I III 7 I I I ... —9 22 29 21 —6.5 B ' ‘1•••28 8.5 20 —6 27 C `r 19 26 —a 1a - - ss , , 25 D I- 17 J 1- 24 E —zs ... W —5 = H Q 111 w Z16 9. 0Z2 \ ci II : f' 22 C c� 21 —65 W1.11 W O\\Nes 1 X 17 —5 9 16 `,. 8 —2.5 162-004 15 1=12736(530.11 x10.) —4.5 7 S=3.791(62.12 x 103) 74 —2 6 13 —4 .. 50 1 2 3 4 5 6 7 8 120 1 2 3 4 5 6 7 8 MULLION CENTERS IN FEET MULLION CENTERS IN FEET LITHO IN U.S.A.JUNE OKAWNEERCOMPANY,INC.,...1 IK veneer 1600 WALL SYSTEM®1 Fl/A An Alcoa Company 23 DEADLOAD CHARTS (TUBULAR) A-1/4"GLSSS (1/4 POINT LOADING) .4.46, B-1'GLASS(1/4 POINT LOADING) 6'(152.4) s (152.4) 1 C\162-001 3=i 162-002 1 '1 METERS METERS .5 1 1.5 2 ..m,,,, 13 .5 1 1.5 2 13 I I i I 12 12 3.5 11 3.5 11 10 3 10 3 �1 W 9 W 9 w It g 2.5 LL 2.5 •••., Z Z 8 = 7 ¢ I co ••'� U' 2 w = 7 2 6 , w W 6 2 W _ M '� ¢ 5 B 1.5 y 5 B 11.5 J 4 4 3 1 11 � 3 2 2 1 0.5 0.5 1 0 0 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 7 8 SPAN IN FEET SPAN IN FEET 1 1 7-1/2•(190.5) 1 1 7-1/2•(190.5) 162-003 162-004 1 METERS METERS '` 13 .5 1 1.5 2 .5 1 1.5 2 t3I ) i oak 12 12 3.5 3.5 "� 11 11 10 3 10 3 sok W 9 W 9 A 1 LL Lu Z g A 2.5 u- 6 2.5 z monk = 7 B w 1 7 B CO -\ i 6 2 W w 6 2 W = g Cl) 5 1.5 CO 5 1.5 4 1 4 3 1 3 1 2 0.5 2 0.5 1 1 1 0 0 look 0 1 2 3 4 5 6 7 8 0 1 2 3 4 5 6 7 8 SPAN IN FEET SPAN IN FEET UTHO IN U.SA JUNE 0 KAWNEER COMPANY C.,2002 1600 WALL SYSTEM®1 Fl/A�e� 13 MISCELLANEOUS FRAMING SCALE 3" = 1'-0° Architects—Most extrusion and window types illustrated in this catalog are standard products for Kawneer. These concepts `. have been expanded and modified to afford you design freedom. Some miscellaneous details are non-standard and are intended `.. to demonstrate how the system can be modified to expand de- sign flexibility. Please contact your Kawneer representative for further assistance. �i. a Ai �i. i ii ..,, lil i li Pir "11 51 IOW �- 1111 ..,,.,.,....„... ,® 1 r, 2-1n• o I (63.5) v V _ it `' 1I '11 OPTIONAL COVERS `, 2-112• rip �■� (63.5) I 4• I /rea46g OPTIONAL COVERS '�"� (101.6) /�•,! �/J{/ 4"SIGHT LINE 11 0 ; a ._-- ids Air W---y i i II Iii- im Tr III SAMA R�� N� �- I I i f 2-1/2' t I `. VARIES 1 t (63 5) DOUBLE MULLION VENEER SYSTEM ... iu all 6-1/6• (155.6) `• igh y 2-3/4• \.. JJ (69.9)25/32' •... N�A 7�' • til I''�� -----7--, (63.5) MEM '`. 7� ii 11 DEEP MULLION N M II IIa.Ilr- I I I INTERIOR STOOL TRIM LITHO IN U.S.A.JUNE CI KAWNEER COMPANY,INC.,2002 -. F1/A 1600 WALL SYSTEM®1 kawneer -, 10 An Alcoa Company IN 1600 GLASSVENT/WINDOWS SCALE 3" 1'-0" -, 1600 GLASSVENT 1...,11F: .400001/4 *M41&11 11471 0 1 HEAD Ikk w'1 , ;1=� SILL I lIt II A.sk 110-11111 jos , 1.1111111 - !IP ar Allai :r .....k, MEP .I E JAMB 11 1 SEALAIR WINDOWS ilii 1-1 8225 TL SHOWN Ira NOTE:Other vent types can be accommodated. Contact your } Kawneer representative for other options. i1 ii LThF sY✓ 4 ANNirti M•U HEAD ill Q. fi i MI ; ai -. Wit_ Wel di 1 ''IN 111 I I ' �, SILL �0 •-. • M JAMB .•, 1-2 ' NMI 6:5POSW Msly Witt& v ( gtOZ/V -All 'ft, UTHO IN U.S.A.JUNE 0 KAWNEER COMPANY,INC.,2002 Architectural and Interiors Doors and Frames Wood Door and Frames Wood doors and frames are to be for all interior doors except those to service areas. 1. Architectural flush panel and stile and rail doors:Plain sliced,select eastern white maple,complying with WDA Grade 1 premium requirements and free of mineral streaks and heart. Book matched veneers in door faces.Wood to be from Certified Sustainable forests-FSC certified programs. Core to be certified sustainable produced staved lumber core. 2. Finish system:AWI System TR-4,Premium grade (varnish sealer and two coats varnish). 4. Fire rated in corridors as identified on Fire Safety plan drawing. 5. Doors by Western Oregon Door or BJ Door. 6. Wood frames to be constructed with finish material same as architectural woodwork. Hollow metal frames as required in fire-rated corridors as identified on Fire Safety plan drawing. Steel Doors and Frames .� Steel doors and frames are to be for all exterior doors except for those in the Main Lobby and all service area interior doors. 1. Interior doors to be SDI-100,Grade II,Model 1. 2. Exterior doors to be SDI-100,Grade III,Model 2, 16 gage end closures. 3. Frames to be mitered and welded. Knock-down frames are not acceptable. 4. Galvanized doors and frames to be installed in masonry and exterior locations. Shop finish doors and frames. Grout frames solid at all exterior doors and CMU walls. 5. Fire rated in corridors as identified on Fire Safety plan drawing. Amok ., SRG PARTNERSHIP City of Tigard, Oregon Design Development new tigard library ) ) ) 1 ) ) ) ) I ) ) I ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) TIGARD LIBRARY SECTION 09000 SRG#2216 DESIGN DEVELOPMENT 1/22/2002 ROOM MATERIAL&FINISH SCHEDULE (not for construction) LEGEND AP ACOUSTIC PANEL GP GYPSUM PLASTER SV SHEET VINYL 1 GENERAL PAINT BR BRICK L LINOLEUM SVB SHEET VINYL BASE,INTEGRAL COVE 2 ACCENT PAINT CS CONCRETE,SEALED MT METAL UPH UPHOLSTERY CPT CARPET P PAINT VCT VINYL COMPOSITION TILE CT CERAMIC TILE PWD PLYWOOD WB WHEAT BOARD ES EXPOSED STRUCTURE RB RUBBER BASE WC WINDOW COVERING GB GYPSUM BOARD RST RUBBER STAIR TREAD WD WOOD GL GLAZING S STONE WP WOOD PANELING SS SOLID SURFACE NOTES AT REMARKS COLUMN larl OP WALLS ROOM ROOM FLOOR BASE NORTH EAST SOUTH WEST CEILING REMARKS NO NAME MAT COL MAT COL MAT FIN COL MAT FIN COL MAT FIN COL MAT FIN COL MAT FIN COL FIRST FLOOR COMMUNITY ROOM CPT WD GB P 1 GB P 1 GB • P 1 GB P 1 AP/ES P1 I�GTTLrL AV 1 L RB GB P 1 GB P 1 GB P 1 GB P 1 GB P 1 fff�1'N ). PANTRY L RB GB P 1 GB P 1 GB P 1 GB P 1 GB P 1 STORAGE 1 CS RB GB P 1 GB P 1 GB P 1 GB P 1 ES MEN 1 CT CT GB/CT P 2 GB/CT P 2 GB/CT P 2 GB P 2 GB P 1 TILE WAINSCOT TO 5FT. WOMEN 1 CT CT GB/CT P 2 GB P 2 GB/CT P 2 GB/CT P 2 GB P 1 TILE WAINSCOT TO 5FT. JANITOR 1 CS RB GB P 1 GB P 1 GB P 1 GB P 1 ES VESTIBULE 1 CPT WD GB P 1 GB P 1 GB P 1 GB P 1 GB P 1 VESTIBULE 2 S S GB P 1 GB P 1 GB P 1 GB P 1 GB P 1 LOBBY S S BR/GL BR/GL GL BR/GL oCk) p11/n0s( LS?I COFFEE S S GB P GB P - - - - - - GB P 1 CASEWORK AND EQUIP.NIC HALL CS RB GB P 1 GB P 1 GB P 1 GB P 1 GB P 1 FREEZER/STORAGE CS RB GB P 1 GB P 1 GB P 1 GB P 1 ES IDF1 CS RB GB P 1 GB P 1 GB P 1 GB P 1 ES ELEV.MACH.RM.1 CS RB GB P 1 GB P 1 GB P 1 GB P 1 ES STORAGE 2 CS RB GB P 1 GB P 1 GB P 1 GB P 1 ES LIBRARY ENTRY 1 S S GB P 1 GL P GB/GL P 1 - - - WB LIBRARY ENTRY 2 CPT WD GB P 1 - - - GB/GL P 1 GL - - WB INTERIOR LOBBY CPT WD GB P 2 - - - - - - GB P 2 AP Rm,Finish Schedule,Page 1 of 3 TIGARD LIBRARY SECTION 09000 SRG#2216 DESIGN DEVELOPMENT 1/22/2002 ROOM MATERIAL&FINISH SCHEDULE (not for construction) WALLS ROOM ROOM FLOOR BASE NORTH EAST SOUTH WEST CEILING REMARKS NO NAME MAT COL MAT COL MAT FIN COL MAT FIN COL MAT FIN COL MAT FIN COL MAT FIN COL FIRST FLOOR STAIR 1 CPT WD GL GL GB P 2 ELEV.1 CPT WD WD WD WD WD AP *WALL&FREESTANDING. CIRCULATION DESK CPT WD - - - GB P 2 GB P 1 GB* P 2 WB/AP COUNTER CIRC.WORKROOM L RB GB P 1 GB P 1 GB P 1 GB P 1 WB/AP HALLWAY 1 CPT WD - - - GB P 1 GB P 2 - - - AP DONATIONS L RB GB P 1 GB P 1 GB P 1 GB P 1 AP OFFICE 1 CPT RB GB P 1 GB P 1 GB P 1 GB P 1 AP BOILER ROOM CS RB GB P 1 GB P 1 GB P 1 GB P 1 ES ELEV.MACH.RM.2 CS RB GB P 1 GB P 1 GB P 1 GB P 1 ES ELEV.2 L RB WD WD WD WD AP HALLWAY 2 L RB GB P 1 - - - GB P 2 GB P 1 AP HALLWAY 3 L RB - - - GB P 1 GB P 1 GB P 1 AP COMPACT STORAGE CS RB GB P 1 GB P 1 GB P 1 GB P 1 ES MAIL AND LOADING L RB GB P 1 GB P 1 GB P 1 GB P 1 AP • HALLWAY 4 L RB GB P 1 GB P 1 - - - GB P 1 AP TECH.SERVICES L RB GB P 1 GB P 1 GB P 1 GB P 1 AP STAFF ROOM L RB GB P 1 GB P 1 GB P 1 GB P 1 AP JANITOR 2 CS RB GB P 1 GB P 1 GB P 1 GB P 1 ES STAFF TOILET 1 CT CT GB/CT P 2 GB P 2 GB/CT P 2 GB/CT P 2 GB P 1 TILE WAINSCOT TO 5FT. HALUCOATS L RB GB P 1 GB P 1 GB P 1 GB P 1 GB P 1 MEN 2 CT CT GB/CT P 2 GB/CT P 2 GB P 2 GB/CT P 2 GB P 1 TILE WAINSCOT TO 5FT. WOMEN 2 CT CT GB/CT P 2 GB/CT P 2 GB P 2 GB/CT P 2 GB P 1 TILE WAINSCOT TO 5FT. VESTIBULE 3 CPT WD GB P 1 GB P 1 GB P 1 GB P 1 WB WORLD LANGUAGES CPT WD GB P 2 GB P 2 GB P 2 GB P 2 AP VOLUNTEER COORD. CPT RB GB P 1 GB P 1 GB P 1 GB P 1 AP NEW BOOKS/AV 1 CPT WD - - - GB P 2 - - - GB/GL P 1 AP NEW BOOKS/AV 2 CPT WD GL - - GB P 1 GB P 1 GB P 1 WB CHILDREN'S 1 CPT WD - - - GB/GL P 2 GB P 2 GB P 2 AP CHILDREN'S 2 CPT WD GL - - GB P 1 GB P 2 GB P 2 WB CHILDREN'S 3 CPT WD GB P 1 GB/GL P 1 - - - GB P 2 WB PROGRAM RM. CPT WD GB P 2 GB P 2 GB P 2 GB P 2 AP PROGRAM RM.STOR. L RB GB P 1 GB P 1 GB P 1 GB P 1 GB P 1 YOUTH SERVICE WKR. CPT RB GB P 1 GB P 1 GB P 1 GB P 1 AP FAMILY WC CT CT GB/CT P 2 GB/CT P 2 GB/CT P 2 GB/CT P 2 GB P 1 TILE WAINSCOT TO 5FT. Rm.Finish Schedule,Page 2 of 3 ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) TIGARD LIBRARY SECTION 09000 SRG#2216 DESIGN DEVELOPMENT 1/22/2002 ROOM MATERIAL&FINISH SCHEDULE (not for construction) WALLS ROOM ROOM FLOOR BASE NORTH EAST SOUTH WEST CEILING REMARKS NO NAME MAT COL MAT COL MAT FIN COL MAT FIN COL MAT FIN COL MAT FIN COL MAT FIN COL SECOND FLOOR GROUP STUDY RM.1 CPT WD GB/GL P 1 GB P 1 GB P 1 GB/GL P 1 WB OREGON HISTORY CPT WD GB/GL P 1 GB P 1 GB/GL P 1 GB P 1 WB YOUNG ADULT 1 CPT WD GB/GL P 1 GB P 1 • - - GB P 1 WB YOUNG ADULT 2 CPT WD - - - GB P 1 GB/GL P 1 GB P 1 WB REFERENCE DESK CPT WD - - - - - GB/GL P 2 - - WD REFERENCE CPT WD - - - - - - - - - GB P 2 WD GROUP STUDY 2 CPT WD GB/GL P 1 GB P 1 GB/GL P 1 GB P 1 WB GROUP STUDY 3 CPT WD GB/GL P 1 GB P 1 GB/GL P 1 GB P 1 WB ELECTRONIC INFO.2 CPT WD - - - GB/GL P 2 GB/GL P 2 - - WD TRAINING ROOM CPT WD GB P 1 GB P 1 GB P 1 GB/GL P 1 WB AV CLOSET CPT RB GB P 1 GB P 1 GB P 1 GB P 1 GB P 1 ELECTRICAL CS RB GB P 1 GB P 1 GB P 1 GB P 1 AP IDF 2 CS RB GB P 1 GB P 1 GB P 1 GB P 1 AP STORAGE 4 L RB GB P 1 GB P 1 GB P 1 GB P 1 AP HALLWAY 5 L RB GB P 1 GB P 1 GB P 1 GB P 1 AP STAIR 2 L RB GB P 1 GB P 1 GB P 1 GB P 2 GB P 1 REF.WORKR. CPT RB GB P 1 GB P 1 GB P 1 GB P 1 AP OFFICE 3 CPT RB GB P 1 GB P 1 GB P 1 GB P 1 AP HALLWAY 6 L RB GB P 1 GB P 1 - - • GB P 1 AP STORAGE5 L RB GB P 1 GB P 1 GB P 1 GB P 1 GB P 1 SEC.STORAGE L RB GB P 1 GB P 1 GB P 1 GB P 1 GB P 1 JANITOR 3 CS RB GB P 1 GB P 1 GB P 1 GB P 1 ES ADMIN. CPT RB GB/GL P 1 GB P 1 GB P 1 GB P 1 AP OFFICE 4 CPT RB GB P 1 GB/GL P 1 GB P 1 GB P 1 AP OFFICE 5 CPT RB GB P 1 GB/GL P 1 GB P 1 GB P 1 AP CONFERENCE CPT WD GB P 1 GB P 1 GB P 1 GB/GL P 1 WB STAFF TOILET 2 CT CT GB/CT P 2 GB/CT P 2 GB/CT P 2 GB P 2 GB P 1 TILE WAINSCOT TO 5FT. MEN 3 CT CT GB/CT P 2 GB/CT P 2 GB/CT P 2 GB/CT P 2 GB P 1 TILE WAINSCOT TO 5FT. WOMEN 3 CT CT GB/CT P 2 GB/CT P 2 GB/CT P 2 GB/CT P 2 GB P 1 TILE WAINSCOT TO 5FT. VESTIBULE 4 CPT. WD GB P 1 GB P 1 GB P 1 GB P 1 WB NON FICTION 1 CPT WD - - GB P 2 - -• - • WD NON FICTION 2 CPT WD GL - - GB/GL P 2 - - - - - - WD ELECTRONIC INFO.3 CPT WD - - - - - - - - - - WD HOUGHTON RM. CPT WD GB/GL P 2 GB/GL P 2 GB P 2 GB P 2 WD/WB LARGE PRINT CPT WD GB P 1 - - - - - - GB/GL P 1 WD FICTION 1 CPT WD GB P 1 - - - GB P 2 GB/GL P 1 WD Rm,Finish Schedule,Page 3 of 3 INN Architectural and Interiors Glass Screen Walls Curved glass screen walls around the main Stair 1 and the wall between the New Books/AV and Children's Area on the first floor to be: 1. Pilkington Profilit System Interior glazing partition.Local representation is Culver Glass Company, Portland,OR. 2. Glass to be translucent,single curve glass channel (standard cast),K32/41 without wires,tempered. mak SRG PARTNERSHIP City of Tigard, Oregon Design Development new tigard library `A .�, GLASS S nkrirk nRtou Profli - ' �--... s Vis .xm_ly�^!t ,� .3' +j F.. _ 'S -� • P1 lkrn�-6.t0n x 3''"t(i.. 4- ''-'-'r ' S bp :fk -fg''" ;',‘-`r'''�5 .�, ,k * it dd - � '" �� ,^,-� e �. k• wi y 3te r ri iste & 4Ef�e1• t- � � KZ3 • r rs� t----,-.,-4.,-,,,,---,i �,T. , -,f `7, -- r i.-....._„, .-...,,......74,,,,,,, � , - � -.-,-,..-',:i:(.4,1-.,` °` n'->z�i ms� b - „' G . F 4” i¢ � r .? ,,,, r.� q : s � y� , � r W 4 Z p,r, A� r+a { FL . F4 ry_ • 0 PILKINGTON • S , Pilkington Profilit'" s,; ,lq , Enlightened ideas for Interior Glazing `r9. � -1 r st' s'zt -..ter .3 se, - - L.• � 1. • Vi aD..v'y ' t'G,"'�«. ivy i�'x� s,y t�+ 44+d }'' a< a + a� . <n.,.{,0i� E§^Yt a n. r .� ,ul 3A.{'r+ L ", ' K'„,�, y+�.•'41\0474-Z; 4 +a x ''#y" ' >R'P,< J'rx' 's�+., zM a` s a & K`Y,, 4,E�t ;•,-',.,4144-04i,, £, n,,,"._a�r-:a�:..e _ ,s�, Within interior applications,the Profilit sys s 4 Y 'F' r*` 5 " , ,,,,- �°�,, , tern can be innovatively utilized to create ele- t: �. x`• i gant partitioning,using the diffusion of light ,::, e;0' F ��z to provide privacy,while enhancing the fuse- r tion and appearance of the interior environ mens. N - I t` Whether incorporated within new or refur- �,� i p ,i bished projects,the Profilit"system can be c► t simply adapted to suit any design.The ability x , be site built over the system's height and .ii r " _ length provides the design flexibility required �' for today's interior market. S.: Excellent sound insulation,the ability to be 1allpilx I Applications curved and exciting design possibilities enhance the Profilit"system,providing an ,, • Office Interiors _. economical but attractive alternative for inter- • .." Retail nal glass walls. Options in color,texture and light diffusion �„ • Residential levels,combined with the adaptability ofi the �.. G n : y Fti �; system,provide the architect with the free- • Leisure y"� �`£s1 a : , .`: v ,, _:�a; ., ; ".,l': .';. 2619 NW INDUSTRIAL STREET dom to develop his or her own concepts in • Restaurants BLDG. B,SUITE 3 glass design. `' PORTLAND, OR 97210 .,, (P)503-226-2520 (F)503-228-9155 TEL.910 579 4441 FAX 910-575-3203 www WPctirnwnc r.nm " Yi;E:in�tan Profilit GLASS SYSTEMS gene .fesngr � al=a= ' • fit 40.11 °' • • I • INN 0 PILKINGTON N Pilkington Profiiit'" Glass facades - i Applications The Profilit"glazing system is based on a Tr range of unique cast glass channels,which • Sports and Leisure _ `a�1,�. have high structural strength and are A 1V`4,,, • Commercial ``` contained within a custom designed l., FE € • Interiors aluminum perimeter frame.A unique feature A w lp,{'i,: .1;; • Retail of the Profilit system is the wide range of glazing designs that can be achieved without e t • Schools the need to incorporate vertical or horizontal • Hospitals aluminum members. `.. • Industrial The completion in the UK,of the Bridgewater Concert Hall in Manchester marked a . The impressive spanning capability of the • Residential significant stage in the development of the glass panels is apparent,with an overall span Y Proflit glass system. of lift 6 inches being achieved,eliminating One of the most impressive characteristics of the need for any additional support r :, ,' the new Bridgewater Concert Hall,is the framework. `, curved glass plant tower,where the six storey . The Profilit"system provides efficient I. _ ._ structure has been set forward from the main thermal and sound insulation properties . a L.________ ;7= body of the building.This distinctive glass equivalent to any conventional glazing facade has been created using the Profilit" system. .' glass system which possesses the following . The flexibility of the Profilit"system, 1.. individual features:- which permits the glass panels to be cut on ,,, Benefits . The striking glass color has been produced or off site,results in greatly reduced material • Easily adaptable to by incorporating the specially coated glass procurement and site installation times. type-Amethyst'. . However the over-riding factor which building design `.- . The system has been easily curved by guaranteed the specifiction of the Profilit • Excellent light forming a curved head and sill frame, glass system was cost. allowing the simple installation of the glass . The Profilit system was the most transmission panels. economical glass cladding system available. • Innovative and . There are no visible vertical framework ..— sections within the glass elevations,as each Testing&Certifiction attractive design ....— of the external corners are formed out of the Profilit has been extensively tested in the Profilit glass panels. United States in accordance with ASTM and �' • Energy saving AAMA national standards.Tests illustrate `. (U-Value of 0.61) compliance with the highest requirements for structural integrity,air and water resistance, • Maintenance free `.. sound reduction,thermal insulation and safety • Cost effective glazing. • Sound insulation 03 Test report copies are available upon request. (up to 42db) PILKINGTON 811 Madison Avenue,Po Box 799,Toledo,Ohio 43697 0799 Tel-419 247 4735 Fax-419 247 3993 •... ARCHITECTURE PLANNING INTERIORS 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 T:503.222.1917 F:503.294.0272 www.srgpartnership.com SRGIgo 1 PARTNERSHIP I N C FAX TRANSMITTAL PROJECT NAME: DATE: SRG PROJECT NO.: THE NEW TIGARD LIBRARY 01.24.03 2216 CITY OF TIGARD """•• TO: FAX NO.: PAGES WITH COVER: •� Lou Montgomery 503-226-0972 5 Culver Glass QTY: DATE: DESCRIPTION: -� Dear Lou Montgomery, Here are our initial sketches for the Profilit screens we would like to use on Tigard Library.We were hoping you could give us a cost per square foot installed and a comparison cost for a faceted tempered glass panel screen which we would hang from curved structural angles attached back to our structure.The glass in this situation would require some surface screening treatment.These costs are really just for our own internal comparison between glass types.I was hoping there would be less labor involved in the Profilit system but ,., Jack Hebbler suggested that the 3m safety film is labor intensive and adds to the cost greatly.He also suggested that Northwestern industries are attempting to temper the Profilit and this might well make it cheaper. Thanks for your help and I will call early next week to see if you have any costs or please feel free to call with your comments. Louise Foster 0.104, MIN ANN MON FROM: CC: Louise Foster ) ) ) ) ) ) ) ) 1 ) ) ) ) ) ) ) 1 ) ) ) ) 1 ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) '-0 =--- I I - .1:44-I ' I` Lir ,--J --- - - I WE Mi MI .I. 1 ';E I I AREAI,- 12Himiiialr -.4"\- - 7 - - TQ ^ ...-- STAIR I I - i - - I - •..1 1 DESK I / & v I STOR. ELE1( c WOFI Li T - REP. MACH ILIF L! 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I ( ( ( ( ( ( ( ( ( ( ( , ( ( ( ( Architectural and Interiors Metal Fireplace Metal fireplace in the Houghton Reading room on the second level to be: 1. Gas metal fireplace by Majestic Vermont Castings,Direct Vent Model DV580 or approved equal. Fireplace opening to be 42"x47". 2. Medium Trim,Pewter finish. Glass Doors. •. 3. Gas log insert for full size of opening. 2 SRG PARTNERSHIP City of Tigard, Oregon Design Development new tigard library &ori en-i FP - 6o ZeS' S43 (o grille to-Bt oz. �, INSTALLER/CONSUMER MAJESTIC SAFETY INFORMATION PLEASE READ THIS MANUAL VE RM NT BEFORE INSTALLING AND USING APPLIANCE WARNING! `%�''/ i IF THE INFORMATION IN THIS /1,54 MANUAL IS NOT FOLLOWED EXACTLY, A FIRE OR EXPLO- Direct Vent SION MAY RESULT CAUSING 2 PROPERTY DAMAGE, PER- Models: DV3C 0 SONAL INJURY OR LOSS OF LIFE. DV 580 ± ,a : FOR YOUR SAFETY ;,-� _ _ 1 `A 4,10r -. Installation and service must - '� be performed by a qualified ' - ' ` / f ...., installer, service agency or ' ' ' ' ` 1 'I o ‘'.4141147(1/24 the gas supplier. - _, WHAT TO DO IF YOU SMELL - /` ' 01 _ `, GAS: . %- /�� ' , --. • Do not try to light any ' , , , ; 1 . � � s �� . + . ' ) , ''� appliance. , , ., , - - W ♦ - , , , • Do not touch any electric _ ; ; . -+ ''��� _ ; .1\ switch;do not use any phone in ,`-/ %—? , - ,` your building. _ _ _ - , ". • Immediately call your gas ' , \ ': ,, = ,t = . supplier from your neighbor's % - phone. Follow the gas suppliers _ -_1_, . , +_ instructions. '., - + , - , ' , - , ,•''- , + , - • If you cannot reach your gas - . , - , . - supplier call the fire ' , ' - : .' = ' ' - • 2251 department. Homeowner's Installation and DO NOT STORE ,� OR USE GASOLINE OR � ,1 Operating Manual �,.... ` OTHER FLAMMABLE-. , . IW p r n_ ': AND LIQUIDS IN THE VICINITY ` .1 ( -- OF THIS OR ANY OTHER APPLIANCE. %Iwo Vermont Castings, Majestic Products 410 Admiral Blvd.•Mississauga,Ontario,Canada L5T 2N6.905-670-7777 ,-N www.majesticproducts.com•www.vermontcastings.com '1 INSTALLER: DO NOT DISCARD THIS MANUAL - LEAVE FOR HOMEOWNER .m 20002261 3/02 Rev.8 { 03to DV580 Series Gas Appliance - Rear Vent Configuration Rough 31W-1.1 rinaninn �a `, ili T�y J� 0 sed `- • I Vi/L `' 3 Flange 53" i Vi i ( `. VVt, 1 v VV1 ---1--P-1 1 j t. ,......, 1111 -� 3534"inih3L `. access L__141.E1411 i i 1i_1 A 1 ... 10%" I"" 47" ► t..11/4" 111/4 1W 2261 c �' Fig.4 DV580 Series specification and framing dimensions. �' DV580 Series Gas Appliance - Top Vent Configuration Rough �—31'/i- �" I , Opening Depth t J:`_"��!=l �.. 53" svi 762"1.-- --111111wilia.111111 g 7"Dia. �� 23,x" 4"Dia. e3 " .<� 23W �.. t1 "Recessed =0 . Nailing Flange I ,438 " / 14 Rough Opening Width 47�/a".) .53" RoughN..75" Opening 4 —. — _ _ Height �� 1/°" • • r x/ / `. Ip41W 42'/z" `' . 42" . 28W Electrical �'' Access—, Gas Line �!/ Access ... 1 ' � 3" �_ _:,1 s...., 1 T L 1+11�/a" " ...... 103/a" [I . 47" 1 Ya" 1W/e 2261d �'' Fig.5 DV580 Series specification and framing dimensions. `— Architectural and Interiors Entry Floor Mat Recessed entry floor mat at the north and south main Lobby: 1. By Construction Specialties C/S Pedigrid II with level base frame,extruded aluminum with carpet '` insert. 2. Size:Length to be 12"past door width on each side x 8"-0"in depth. Painting ,� Painting of interior and exterior exposed items and surfaces throughout the entire project including exposed structure. 1. All field applied primer and finish coatings on interior and exterior substrates to be low VOC content of 0 to a maximum of 150grams per liter. This is to be in compliance with LEED indoor air quality requirements. 2. All painted materials to have two finish coats over primer. Water based products to be used for all field-applied finishes. 3. Extra Material of 3 percent of each finish paint and color used. 4. Sample in-place paint mock-ups of 100sf required for each color and sheen required. Library Shelving Fixed Stacks All fixed library shelving shown on the Floor Plans to be provided and installed by the owner per a separate contract. The CMGC to coordinate all library shelving installation and coordination with the owner's sub- ^ contractor. High Density Compact Shelving All High Density Compact Shelving for the Library is located in the Compact Storage area on the first floor. The shelvingwill beprovided and installed bythe owner per a separate contract. The CMGC is to provide "knock-outs"in the concrete slab for the shelving rails and coordinate installation with the owner's sub- -,, contractor. Ank AIN SRG PARTNERSHIP City of Tigard, Oregon Design Development new tigard library 24' Architectural and Interiors Elevator Passenger Elevator `- Passenger elevator located by main Library Desk(Elevator 1) to be as follows: .,. 1. Two stop hydraulic(vegetable oil) holeless elevator,3500 pounds, 125 feet per minute,right hand opening,Otis LVM 3500L or approved equal. 2. Clear inside car dimensions of 6'-8"wide by 5"-5"wide by 8'tall. �.. 3. Hoistway and car door frames and doors to be stainless steel (interior and exterior),walls with baked enamel steel finish with maple wood panels in interior. Lighting to be flush,low voltage downlighting recessed in suspended ceiling grid. Stainless Steel handrails on three sides. 4. Floor finish to be carpet as in library stack area Service Elevator Service elevator located within the library administrative area (Elevator 2) to be as follows: 1. Two stop hydraulic (vegetable oil) holeless elevator,3500 pounds, 125 feet per minute,right hand opening,Otis LVM 3500L or approved equal. `. 2. Clear inside car dimensions of 6'-8"wide by 5"-5"wide by 8' tall. 3. Car door frame and doors to be painted steel,walls with baked enamel steel finish with high-pressure plastic laminate panels in interior. Lighting to be flush,low voltage lighting recessed in suspended �. ceiling grid. Stainless Steel handrails on three sides. 4. Floor finish to be linoleum to match adjacent hallway. SRG PARTNERSHIP City of Tigard, Oregon Design Development new tigard library A• • '''''':-'.:1 OTIS 4' 1-7/8 J CUTOUTS It 1267 I HOISTING PROVISIONS FOR A MAX (NOTE 120) NE1 UVE LOAD OF 5000//2268 KG. 1 NOT 8Y OTIS 1 4 t—_--+- is ;1W d sa r Lt a _ L2 4ae2 ''I x �i L3 L4 L;O Z MN 0 + 4. - - aJ • W W ,C .111-� `y ,J N OZ _ _0...1.... g = cr _ K I \ n V cJi ev O f- co" Q -La ^ u ._ U W u U :n in c•I a _ c, rn z J 6 C.O.P. 1 Na W ¢ d \N O W Q W Gii , / s v� 0 c r o { P.. I o n H BUFFER LADDER & UGHT SWITCH y 1-.a •c • IN PIT (NOT BY OTIS) TOP FLR. 1O1' 1 4'2" (NOTE 10& 13) .mmmm II v� I I 3' 11-1/2' lNALLBUITON — 1 1067 10-1/2'267 C` 1207 I 3'5-1/2 ( 4'6'ROUGH OPNO ,,_4-1/2" 1054 1372(NOTE/6) ' 114 I 6'8'MIN CAR INSIDE I jr 2032 '1 3-1/2' 14'0.8.G. ^ _,3-1/2" FLOOR FLOOR 89 2235 89 1 NO. HEIGHT 2-1/2'_ 64 _ 2-1/2° W 64 E 8' 4'CLEAR HOISTWAY&PIT "°• 2540 (NOTE 0) • ----i- o PLAN VIEW WITH RIGHT HAND OPENING CC -' '-- ..i..i kQ RISETOTAL1 L111111 'Lc) CUTOUTS I __.I (NOTE 120)Ce) i .. DETAIL "A" _ I I BUFFER 4 2 HALL BOTTOM FIR. 1270 BUTTON r— 2'5'I 3' 6'CL OPNG 2'5' 0 -I '--_� 737 1066 737 la 'N I-- i' 11' 4'6'ROUGH OPNG 1' 11' EL, :4 1372 NOTE 6 1:4 t?. CENTER OPENING J 4 SECTIONAL ELEVATION i PIT/OVERHEAD REQUIREMENTS IIMI i LOCATION SPEED '4SEE NOTE B PPEERR PR SHOWNE TOTE HTLEM • (NOTE A) I 100 F.P.M. 13' 7' 12' 4 HALL BUTTON IBUFFER 2' mi U.S. 0,50 m/s 4140 3759 EXCLUDING1270 CAUFORNIA 125 F.P . 12' 8' a - 0,64 m/s 3861 10-1 2' 3'6'CL OPNG I 3'11-1 2' 0 100 F.P. 13' 4° 12' 7" 267 1066 1 0 0,50 m 4064 3835 CAUFORNIA---- 4' 0" 4-1/2' 4'6'ROUGH OPNG 3'5-1/2' 0,64 Fm M• 1219 38618° 114 1372 NOTE �6 1054 1,5 F.P/s 13' 7' 12' 4' CANADA 0,50 m 4140 3759 LEFT HAND OPENING EXCLUDING 125 F.P . 12' 8' 12' 7' ONT4RK) 0,64 m/s 3861 3835 100 F.P. . 14' 7' 12' 4' ONTARIO 0,50 m/s 5' o' 4445 3759 125 F.P. , 1524 0,64 m/s 4166 3835" `.. `.. `.. `.. `.. R2 21 LVVI 3500L ‘*... lt�Ti1 • Passenger Model Hydraulic R1 R2 1 1 •I 1588 kg 00;/500 lbs.0 100/0,64 m/s RAIL FORCE & BRACKET DETAIL ` Simplex Collective SEISMIC ZONE ZONE ZONE ' ZONE 0 OR 1 2// 3 OR ABOVE 203 R1 296# N 431b N 8625 N HYDRAUJC PIPE TO CONFORM TO ASTM A105,GRADE BSEAALESS. 1317 / DIMENSIONAL DATA ON LAYOUT COMPLIES WITH ASME A17.WHID/OR LOCAL CODE. R2 531344�N 228157 N 4310 N HALL FIXTURE LOCATION IMPORTANT NOTES MAXIMUM 14' 0" BRACKET RIGHT HAND AS SHOWN GENERAL REQUIREMENTS BY OTHERS SPACING 4267mm CENTER OPENING AS SHOWN 1.PROPERLY GRIMED AND ENCLOSED LEGAL TAISTWAT INCLUDING VENTING AS 1/4... LEFT HAND OPPOSITE REQUIRED BY THE GOVERNING CODE MD HEISTING BEAM AS SHOVN. 1. HALL BUTTON AT ALL FLOORS 2.ADEQUATE SUPPORT FOR GUIDE RAI FASTENINGS NOT TO EXCEEWff VERTICAL SPACING SHOWN ON THE RAI.BRACKET CHARTSEPARATOR BEAMS WHERE REQURED. 2. OPTIONAL HALL POSITION INDICATOR OR 3.PROVISIONS FOR GUARDING AND PROTECTING THE HOSTWAY DURING CONSTRUCTION HALL LANTERN (TYPICAL LOCATION TO BE ERECTED.MANTAUED,AND REMOVED BY OTHERS. WITH 7' 0'/2134 OPENING). r� 4.ALL CUTTING CR PATCHING TO ACCOMMODATE ELEVATOR INSTALLATION. MACHINE ROOM IS I OCATFI/ 5.HOISTWAY REDWALF ARETOBE INCLUDING WH EPENETRATED N ACCORDANCE WITH `,,, THE REDLINED SITE RATING DESS HE NR)CONSTRUCTED PERUEP AY ORDA CE FIXTURE BOXES.AND TO INCLUDE ADEQUATE FASTENINGS TO HOKFAY ADJACENT TO HOS-MAYO LEFT SIDE ASSANUES.A HORIZONTAL SUPPORT MUST BE PROVIDED.12 ADJACENT TO HOISTWAY0 REAR A'�CLEAR OPENING AT EACH LANDING TO SU7TR THE NOT • 1/4...::\II ADJACENT TO HOISTWAY® RIGHT SIDE BE CONSTRUCTEDUNLIT TITHE FRAMES MD SINS TAREFSET LI15T REMOTE DISTANCE FROM HOISTWAY FOR POUREDCONCRE WARNS,PROVIDE THE ROUGH BENMNG FOR �. MACHINE ROOM LEVEL HASIWAY As SHOWN ON LAYOUT,MID ANY GROUTING AROUI ENTRANCE FRAMES F RECD. MINIMUM CLEAR MACHINE ROOM DIMENSIONS: BE SUITABLE MACHINE ROOM WITH LEGAL ACCESSAIW MNHEIGHT HET OF 7'6' 5'9'/1753 X 7' 4'/2236 (2286 mm)To BE PROVIDED.MACIINE ROOM TEMPERATURE MAINTAINED BETWEEN HO' `/ DIRECTIONAL ARROW DOOR 512E S 3'0' 914 x r D• 2134 &100'r((15.5'&37.5 G RELATIVE`AMID'"NOT TO EXCEED 95x NON- SING. / / FOR H EATMIG•VETILATION,NO AIRCONDIRIGREERTSOTIERIHANIHOSESIAOVHI INDICATE NORTH FOR HOISTWAY MOVE REFER TO OTIS CONFIRMATION OF POYER SUPPLY FORM. AND MACHINE ROOM PLAN. 8.A SEPARATE BRANCH CIRCLET FOR SUITABLE LIGHT FNTLNE AND CONVENIENCE NOTE A - OUTLETS,WITH G.F.L.N THE MACHINE ROOM WITH THE WC SWITCH LOCATED WITH A 9' 7' 2911 CAB, INCREASE ADJACENT TO THE LOCK JAMA SDE O THE MACHINE ROOM DOOR. 9.TOR EACH ELEVATOR.A THREE PHASE ELECTRICAL FEEDER SYSTEM WITH A SEPARATE DIMENSION BY 1 7'/483. EQUIPMENT GROUNDING CONDUCTOR AND A SINGLE PHASE 120 VOLTLGHTNG SUPPLY.EACH WITH A FUSED DISCOMECT NOTE B IN THE MACHINE ROOM AND WIRD)TOEACHCC�TREIOLL Ri'TRiEA1QR LOCATED `o ADD 1'/25 TO PIT DEPTH PER EVERY 1D.IN THE PR,A SEPARATE BRANCH CIRCUIT FOR CONVENIENCE GJ'.C.L OUTLET& 1725 OF RISE EXCEEDING VALUE LIGHT FIXTURE WITH LIGHT SWITCH ADJACENT TO THE PIT LADDER. SHOWN IN TABLE. II.ALL ELECTRIC POWER FOR TOOLS LIGHT.HOST ETC. DURNGERECTKIN AS ELECTRIC NOTE C WELL AS CURRENT FOR STARTING AND ADJUSTING TIBELEVATOR SUMP OR DRAIN REQUIRED IN PIT 12.DRYi PIT REINFORCEDDIOTTO SUSTAIN VERTICAL FORCES OF UP TO: (NOT BY OTIS). LOCATION TO BE 4179/19 Las/IN AT TIC EACH CYUImOR TEAM. SILL ASSEMBLY H(egrY OTIS) COORDINATED WITH OTIS TO AVOID THE ACCUMULATION OF WATER MUST BE PREVENTED. �. GROUTING F BEQ'S(BY OTHERS) ELEVATOR COMPONENTS AND ACCESS 13.A FIXED VERTICAL. TEFL LADDER TO PIT EXTENDING 3'6.0DEMO FP I' (1219MM)N CANADA ABOVE TEE SILL OF THE BOTTOM ENTRANCE/S LOCATED N THE '� AREA. PLAN VIEW.LADDERWIDTH AND PROJECTION FROM WAIL PER LOCA.CODE. N FIN6H FLOOR 14.PR FLOOR BENEATH CYLINDERS AND BUFFER TO BE FLAT MO LEVE.WITHIN NOTED 1/8'(3mm)FIML OATH OC HOOTWAY. - FOR SEISMIC ZONE 3 AND GREATER, 15.ELEVATOR CAB FLOORING MUST NOT MEDA THICKNESS OF 5,6E(8mm). - ikLavo I INCREASE HOISTWAY WIDTH BY 2'/51 16 ONE(1)DEDICATED OUTSIDE TELEPHONE UNE TO THE ELEVATOR MACHINE ROOM GROUT STOP FOR EACH CAR(ADDED EQUALLY TO MUST -TELEPHONE CONNECTIONS TO EACH CONTROLLER.EACH SIDE OF CLEAR HOISTWAY). TELEPHONE INSTRUMENT BY OTHERS. 17.ALL 125 WIT,15 OR 20 AMP,SINGLE PHASE DUPLEX RECEPTACLES INSTALLED SRL LINE NOTE E . IN PITS,MACHINE ROOMS OR MACHINERY SPACES,SHALL BE OF THE HOISTWAY FACIA IS NOT SELF-SUPPORTING GROID-FAULT-CNCUT-INTERRUPTER TYPE. `' FRONT WALL LINE FOR LONG, CONTINUOUS RUNS VOID OF 18.ELEVATOR LOBBY SMOKE DETECTORS,LOCATED AS REQUIRED,WITH WANG FROM TIC ENTRANCES. ADEQUATE SUPPORT FOR SENSING DEVICES 10 A CONTROLLER DESIGNATED BY OTIS.FOR EACH GROUP OF •••- "- THE FACIA MUST BE PROVIDED BY OTHERS. ELEVATORS,A NORMALLY CLOSED CONTACT FROM THE SMOKE DETECTOR AT THE `„ 127 DESIGNATED RETURN LANDING.ALSO A NORMALLY CLOSED CONTACT L SENTING NOTE F ALL OTHER SMOKE DETECTORS AT LOBBIES,MACHINE ROOMS,AND HOISTWAY SMOKE DETAIL "A" MACHINE ROOM SIZE MAY VARY WITH DETECTORS.F A SMOKE DETECTOR IS LOCATED N THE HOISTWAY AT OR BELOW THE ADEQUATE SUPPORT AT ALL LOWER OF THE TWO DESIGNATED RETUN LANDINGS.IT SHALL BE WIRED TO ACTIVATE FASTENING POINTS OF ENTRANCE LOCAL CODE CONSULT YOUR OTIS THE SAME NORMALLY CLOSED CONTACT AS TIE SMOKE DETECTOR LOCATED IN THE ASSEMBLY REWIRED.(NOT BY OTIS) REPRESENTATIVE. LOBBY AT THE LOWER O THE TWO DESIGNATED RETURN LANDINGS.. 19.F SPRINKLERS ARE INSTALLED IN THE HOISTWAY,MACHINE ROOM,OR MACHINERY L SPACES,A MEANS TO AUTOMATICALLY DISCONNECT TIE MAIN POWER SUPPLY OF THE AFFECTED ELEVATOR PRIOR TO THE APPLICATION OF WATER.SMOKE DETECTORS SHALL • NOT BE USED TO ACTIVATE SPRINKLERS IN HOSTWAYS,MACHINE ROOMS OR MAGDTTY SPACES OR TO DISCONNECT THE MAIN LINE POWER SUPPLY. 20.TWO(2)6"X 6•052mm x 152mm)CUTOUTS ARE REQUIRED(NOT BY OTIS). THE ACTUAL LOCATION OF THE CUTOUTS FOR THE TO AND FROMI PIPE AND ELECTRICAL TROUGH WILL VARY DEPENDANT UPON MACHINE ROOM LOCATION AND CONFIGURATION REVISIONS APPROVAL 0 Otis 3-23-95 CREATED DWG.IPCAN2200I SW/LSA THIS ARRANGEMENT AND SUPPLEMENTARY NOTES APPROVED A 5-10-95 REVISED FLOOR CHART IPCANTIKKFT1215WJLSA _ AW.Wisginp1pV•`C0m°"" B 3-28-96 REVISED HOISTING BEAM.MACH RM SIZE.NOTES 5. BUILDING 6.9.AND ADDED NOTE D.IPCAAND0841 TOMES C 9-10-96 REVISED CES SIGNED DATE LOCATION SEISMIC ZONE 0 7-31-97 ADDED O.B.G.AND RELATED DIMENSIONS REVISED PIT/OVERHEAD CHART IPCAN32781 VOGUARANTEE LS CONT.WITH `..- E 12-18-97 ADDED NOTES E 8 F.IPCAN35631 SOLS HOISTWAY SIZE GUARANTEED PLUMB WITHIN 1"/25mm — BUT NOT LESS THAN FIGURES SHOWN OWNER ARCHT. `....' SIGNED DATE - SALES NO. Check with your Otis representative to ensure that you have the most current layout information. Note: "L"signifies holeless configuration. "R"signifies front and rear openings. - \." HYD-1134 (0498)AN/LP ®Otis Elevator Company 1998.All rights reserved. Otis on the Internet:http://www.nao.otis.com `. '..-- I 3'6-7/8" CUTOUTS i 1089 i HOISTING PROVISIONS FOR A MAX (NOTE 120) 1!"' f/I NET LIVE LOAD Of 50001/2268 KG. 1111 / NOT BY OTISI rn ( L3 L4 o� +' p�---Ii+---.€' •I.• ' vii 2 �� t7OLT)T B _ ` N d 2,4 2 ,. <.a .I' J .24 GVW.' N I-- Z Of yd'M Z$� NI 0 0 •-... j a I- W l¢ BUFFER LADDER& UGHT SNATCH X.....1 v v i IN PIT (NOT BY OTIS) o v a r 3'8' (NOTE 10 & 13) a m �n '< a 1118 --<"', m c. HALL 3'5-1/2' 1 0"CL OPNG 10-1/2° BUTTO TOP FLR. �' N 1054 1 914 1 267 <.., -+-- 112' 11-1/2;1k;0"ROUGH OPNG 4-1/2' 902 1219 (NOTE 16) 1 114 [, 5'8'MIN CAR INSIDE 1 1727 3-1/2' 6'4°D.B.G. 3-1/2" 89 1930 89 FLOOR FLOOR 2-1/2 2-1/2' NO. HEIGHT 64 64 7'4'CLEAR HOISTWAY&PIT w 2235(NOTE D) In ec • PLAN VIEW WITH RIGHT HAND OPENING I ---.- , 0 ° BUFFER TOTAL RISE co P. 0 - CUTOUTS •a I■ (NOTE 120) I 3'' 8' I DETAIL "A" BUTTON I 1118 j // 10-1 2" '0" 20`: 3'5-1 2' i BOT"'TOM FLR. 2.7 •14 1+ — r , ,4 J-- rf �- _� 4-1 2' 0"ROUGH OPN 2' 11-1 2" i 114 1219 (NOTE 16) 902 ! "aa.:. N ° 0 1 FIT HAND OPFNING f Iv 4 i ! V: ON a 1: PIT/OVERHEAD REQUIREMENTS AL CLEAR LOCATION SPEED =SEE NOTE B PEAR TOTAL pa'THEIGHTT (NOTE A) 100 F.P 13' 7' 12' 4" U.S. 0,50 m/ 4140 3759 EXCLUDING 125 F.P.M 12' 8" CALIFORNIA 0,64 mis 3861 100 F.P 13' 4" 12'7" 0,50 m/s , 3835 IW CALIFORNIA125 mP%M 72 9 32'8" 0,64 100 F.P.M. 13' 7" 12' 4" CANADA 0, 50 m 4140 . 3759 FY ONTARIO125 F.P.M. 12' 8` 12' 7" 00,64 m/s 3861 3835 100 F.A.M. 14' 7' 12'4' 0,50 m/s 5' 0" 4445 3759 ONTARIO 125 F.P M. 1524 13' 8" 12'7" ..1 0,64 mis 4166 3835 s `, `..- R2 �� 2 I LVM 2100L Passenger `' I�' 'I 1 • Model Hydraulic R1 R2 I 2100 lbs.® 100/ 125 F.P.M.• `, 952 kg 0 0,50/0,64 m/s . RAIL FORCE & BRACKET DETAIL 1- Simplex Collective SEISMIC ZONE ZONE ZONE \.. ZONE 0 OR 1 2 3 OR ABOVE - - 767 [y • 203 R1 672#N 3412 N 6819�N HYDRAJUC PIPE TO CONFORM TO ASTM A106,GRADE 8,SEAMLE55. pp q DYAENSIONAL DATA ON LAYOUT COMPLIES WITH A51AE A17.WNO/OR LOCAL CODE R2 254 N 1N 704 NN 3412 N HALL FIXTURE LOCATION IMPORTANT NOTES `,. BRACKET SPACING 14' o" RIGHT HAND AS SHOWN GENERAL REQUIREMENTS BY OTHERS 4267mm SPACING LEFT HAND OPPOSITE 1.PROPERLY FRAMED AND ENCLOSED LEGAL HOISTWAY INCLUDING VENTING AS 1. HALL BUTTON AT ALL FLOORS REQUIRED BY THE GOVERNING CODE AND HOOTING SEAM AS SHOWN. 2.ADEQUATE SUPPORT FOR GUIDE RM.FASTENINGS NOT TO OICEEOIE VERTICAL 2.OPTIONAL HALL POSITION INDICATOR OR SPACING SHOWN ON THE RAIL BRACKET CHMTSEPARATOR BEMIS TRERE REQUIRED. HALL LANTERN (TYPICAL LOCATION 3.PROVISIONS FOR GUARDING AND PROTECTING THE HOISTAAY DINING CONSTRUCTION WITH T 0'/2134 OPENING). TO BE ERECTED,MANTMNED,AND REMOVED BY OTHERS. 4.All CUTTING OR PATCHING TO ACCOMMODATE ELEVATOR INSTALLATION. 5.HOISTWAY WALLS ARE TO BE DESIGNEDAA CONSTRUCTED IN ACCORDANCE WITH TIE REQUITED FIRE RATING INCLUDING WHERE PENETRATED BY LVATOMACHINE ROOM IS I OCATFD x C FASTENINGS TO HAY `.TNT _ADJACENT TO HOISTWAYO LEFT SIDE mmlBABOVE THE CLEAR OPENING AT EACH LANDING TO SPORT THE ADJACENT TO HOISIWAYO REAR FRAIAE ASSEMBLY.THE ENTRANCE WALLA/El THE FINISHED FLOM NET NOT ADJACENT TO HOISTWAYO RIGHT SIDE BE CONSTRUCTED UNTIL THE FRAMES AND SILLS ARE SET. • REMOTE DISTANCE FROM HOISTWAY 6.FOR PRECAST OR POURED CONCRETE WALLS,PROVIDE THE ROUGH BERING FOR C) MACHINE ROOM LEVEL HIO6IXAY AS SHOWN ON LAYSL AND ANI GROUND MOND ENTRANCE FRAMES F RFA L. `� MINIMUM CLEAR MA TIN ROOM DIMENSIONS: 7.STITABLE MACHIN LOO/WITH LEGAL ACCESSMID MINIMUM HIDGN7 T6' (2286 mm)TO BE PROVIDED.MACHINE ROOM TEMPERATUE MANIANED BEN EE N 60' 1. 5'9"/1753 X 7'4" 2236 &100'F(155&37.8'Cy RBATIVE HUIOTY NOT TO EXCEED 95%TIN-CCNGESIRG. • • DOOR SIZE IS 3'0'/914X7'O'J 2134 FOR HEATING.VETLATIDN,END AR CONOTIDNIRO REQLSREMERTS OTHER THAN THOSE SHOWN N >I ABOVE REFER To oris COfRMATON a'POWER 5!I'PLr FORM. I DIRECTIONA! ARROW N.A SEPARATE BRANCH CIRCUIT FOR SUITABLE LIGHT FIXTURE(S)AND CONVENIENCE NOTE A OUTLETS,WITH GSL,IN THE MACHINE ROOM MTH THE SWITCH LOCATED INDICATE NORTH FOR HOISTWAY WITH A 9' 7" ADJACENT TO THE LOCK JAMB SIDE OF THE MACHINE ROOM DOOR. AND MACHINE ROOM PLAN. r 2911 CAB. INCREASE PHASE9.FOR EACH ELEVATOR,A THREE PHELECTRICAL FEEDER SYSTEM MTH A SEPARATE DIMENSION BY 1 7 /483. EQUIPMENT MOUNDING CONDUCTOR AND A SHOE PHASE 120 VOLTUGHTING SUPPLY.EACH MTH A FUSED DISCONNECT SWITCH OR CIRCUIT BREAKER,LOCATED NOTE B It THE MACHINE ROOM AND WIRED TO EACH CONTROLLER ADD 1725 TO PIT DEPTH PER EVERY 10.IN THE PIT,A SEPARATE BRANCH CIRCUIT FOR CONVENIENCE G.F.C.I.OUTLET& LIGHT OF RISE EXCEEDING VALU "T FIXTURE MTH UJHT SWITCH ADJACENT TO THE PIT LADDER. SHOWN IN TABLE 11.ALL ELECTRIC POWER FOR TOOLS LIGHT.HOOT,ETC..OLRINGERECTON AS WELL AS ELECTRIC CURRENT FOR STARTING AND ADJUSTING THELEVATOR. 12.DRY PIT REINFORCED TO SUSTAIN VERTICAL FORCES OF UP TO: NOTE C 3150/4 L.M./101 EA�CT ME HCI R AND 3CYIDIOF.R HEAD. \.r SUMP OR DRAIN REQUIRED IN PIT ACCUMULATION OF WATER MUST BE PREVENTED. (NOT BY OTIS). LOCATION TO BE 13 A FIXED VERTICALLADDER TO PIT EXTENDING 3'6'(10>IIm1(4.0" THE COORDINATED WITH OTIS TO AVOID (1219105)IN CANADAAJABOVE THE SILL OF THE BOTTOM ENTRANCE AS LOCATED IN THE SILL ASSEMBLY(BY O71G) �/ GROUTING F ROM(BTOTHQts) ELEVATOR COMPONENTS AND ACCESS PLAN Pte.LADDER WIDTH AND PROJECTION FROM WALL PER LOCAL CODE AREA. 14.P118iLFOR 110FEATItywCRN0FIXOTHS0AND ATT.ER TO BE FLAT AND LEVEL WITHIN 'Rao. vim',q, FINISH FLOOR NOTE D 15.ELEVATOR CAB FLOORING MUST HOT EXCEED A THICKNESS OF 5,6f(8mm). FOR SEISMIC ZONES 3 AND GREATER, 16.ONE(1)DEDICATED OUTSIDE TELEPHONE UNE TO TIE ELEVATOR MACHINE ROOM .• INCREASE 14067WAY WIDTH BY 2751 MUST FURNISHED.TELEPHONE CONNECTIONS TO EACH CONTROLLER. TELEPMENT BY OTHERS. FOR EACH CAR(ADDED EQUALLY TO n.ALL 112 VOLT,NE 20 AMP S NGLE PHASE DR i RECEPTACLES INSTALLED STOPEACH SIDE OF CLEAR HOISTWAY). N PIIS,MACHINE ROWS OR MACHINERY SPACES,SHALL BE OF THE SA.,TYPE. SILL UNE NOTE E 16.ELEVATOR LOBBY SMOKE DETECTORS,LOCATED AS REWIRED.WIT WIRING FROM THE HE HOISTWAY FACIA IS NOT SELF-SUPPORTING SENSING DEVICES TO A CONTROLLER DESIGNATED BY OTS.FOR EACH CROUP OF FRONT WALL UNE FOR LONG, CONTINUOUS RUNS VOID OF ELEVATORS,A NORMALLY CLOSED CONTACT FROM THE SMOKE DETECTOR AT TRE A ENTRANCES. ADEQUATE SUPPORT FOR DESIGNATED RETURN LANDING.ALSO A NORMALLY CLOSED CONTACT REPRESENTING E p...: '4 ALL OTHER SMOKE DETECTORS AT LOBBIES.MACHINE ROOMS,AND HOISTWAY SMOKE OHNE `• 127 THE FACIA MUST BE PROVIDED BY OTHERS. DETECTORS.F A SMOKE DETECTOR IS LOCATED IN THE H0151WAY AT OR BELOW THE ATE LOWER OF TIE IWO DESIGNATED RETURN LANDINGS,IT SHALL BE WOO TO ACTIVATE E DETAIL "A" NOTE F THE SAME NORMALLY CLOSED CONTACT AS THE SMOKE DETECTOR LOCATED IN THE L. ADEQUATE"FT ar ALL MACHINE ROOM SIZE MAY VARY WITH LOBBY AT TIE LOWER TE TWO DESIGNATED RETURN LANDINGS. FASTENING POINTS OF ENTRANCE LOCAL CODE CONSULT YOUR OTIS 19.F SPRINKLERS ARE WALLED RI THE HOSTIAY,MACHINE ROOM,OR MACHINERY THE ASSEMBLY REQUIRED.(NOT BY OTIS) REPRESENTATIVE. SPACES,A MEANS TO AUTOMATICALLY DISCONNECT THE FINN POKER SUPPLY OF THE iikl- AFFECTED ELEVATOR PRIOR TO THE APPLICATION OF WATER.SMOKE DETECTORS SHALL NOT BE USED TO ACTIVATE SPRINKLERS Al FOOTWAYS.MACHINE ROOMS OR MACHINERY 1. MACES(2) TO DISCONNECT THE MAR LINE POWER SUPPLY. 20.THE ACTUAL LOCATIONS THE 2mm 1CUTOUTS CUTFOROTHE TO AND OM PIPE AND(NOT BYOTIS). • ELECTRICAL TROUGH MU.VARY DEPENDANT UPON MACHINE ROOM LOCATION AND CO FIGURATION. 'NA,I 1 REVISIONS APPROVAL 0 Otis 3-23-95 CREATED DWG.(PCAN22001 SW/LSA THIS ARRANGEMENT AND SUPPLEMENTARY NOTES APPROVED 5-10-95 REVISED FLOOR CHART(PCAN1800.1121 SWILSA A aT^^a^s1es Camw^r i_.,. 3-28-96 REVISED HOISTING BEAM,MACH,RM SIZE.NOTES 5, BUILDING 6.9,AND ADDED NOTE D.IPCAMN5841 VOICES 9-10-96 REVISED CES SIGNED DATE LOCATION SEISMIC ZONE `' T 7-31-97 ADDED D.B.G.AND RELATED DIMENSIONS REVISED PIT/OVERHEAD CHART(PCAN32781 ROILS GUARANTEE CONT.WITH '.<'^'VT ADDED NOTES E 6 F.(PCAN35R3)SW/LS HOISTWAY SIZE GUARANTEED PLUMB WITHIN 1'/25mm BUT NOT LESS THAN FIGURES SHOWN OWNER ARCHT. �..- - SIGNED DATE SALES NO. .,.<with your Otis representative to ensure that you have the most current layout information. •...,, i?: "L"signifies holeless configuration. R"signifies front and rear openings. �,. I 'D-1131 (0498)AN/LP ©Otis Elevator Company 1998.All rights reserved. Otis on the Internet:http://www.nao.otis.com tom `,, Mechanical and Electrical Design Development Narrative Project Overview: ^ A complete HVAC system will be provided for the library building, consisting of a central hot water boiler system, direct expansion cooling, variable air volume(VAV)air handling units, and exhaust systems. Temperature control and zoning throughout the library will be achieved through variable air volume terminal units with hot water reheat coils where required. A central DDC control system will monitor and control all HVAC functions and will be managed through a central computer station with a graphics interface and modem for remote access. One of the project goals for the Tigard Library is to design a sustainable building. One aspect of sustainable design is a careful analysis of the building's energy use and the source of that energy. Ideally, a sustainable building would produce its own power without generating any pollution or purchase its power from a renewable source(i.e."fish friendly"hydro,"bird friendly"wind,photovoltaics,etc.). In addition, it would use no fossil fuels. We are investigating ways to reach these goals. The mechanical systems that heat and cool the building are one of the major users of energy and,as a result, their selection has a significant impact on the sustainability of the building. Water and Energy Budgets: I"' Water Budget: A completely sustainable building would use no more water than the amount of rainfall that falls on its roof annually. The Tigard area has an average annual rainfall of approximately 42"and approximately 705,000 gallons of water will fall on the roof of the library. We are currently estimating how much water the new building will use for domestic water. Energy Budget: A completely sustainable building would use no more energy than the amount provided from the sun. The solar energy that hits the roof of our building is equivalent to an energy budget of 3,200,000 kWh/yr. Unfortunately, current technology allows only approximately 10% of this energy to be harnessed for use in this building (320,000 kWh/yr). The energy use of the proposed building was predicted by the PGE Earth Advantage sponsored energy study. The study predicted that a building built to the Oregon State Energy Code minimum design criteria would use approximately 787,000 kWh, 18,900 therms,and cost about$72,000 annually to operate. By implementing certain energy efficiency measures,the predicted energy use of the proposed building dropped to 650,000 kWh and 8,750 therms. This resulted in an annual operational cost savings of$17,800. /1 MIN 0111,, SRG PARTNERSHIP City of Tigard, Oregon Design Development new tigard library Mechanical and Electrical Design Development Narrative • Design Assumptions: o Outdoor Conditions for Tigard, Oregon (Based on 2001 ASHRAE Fundamentals Handbook) o Summer Design Conditions: 90°F DB/67°F WB ASHRAE 0.4% o Winter Design Conditions: 22°F ASHRAE 99.6% • Indoor Conditions: o Cooling Season: 75°F±2°F for the majority of the occupied hours. o Heating Season: 70°F±2°F `. o Relative Humidity: No humidity control. • Outside Air Requirements(1997 UBC Table 12-A, and ASHRAE Std 62-1999): o General: 20 CFM/person ... HVAC System Options: The first step in designing a sustainable mechanical system is to reduce the cooling and heating loads in the building. This can be done by using thermally efficient windows, highly insulated walls and roofing, natural daylighting,efficient lighting with dimmable electronic ballasts, etc. This will serve to reduce the size of the �.- equipment. The results of the energy model indicate that thermally efficient windows, increased wall insulation, natural ventilation of the lobby, demand control ventilation (CO2 sensors),natural daylighting, and underfloor ventilation of the second floor reduce the building's heating and cooling loads and each have economic paybacks of less than 7 years. Heating System: A hot water heating system will provide all heating functions for the Library. Two 1000 MBH hot water condensing boilers will be located in a central mechanical room. The boilers will be on a primary pumping loop and the distribution heating water pumps will be on a secondary variable volume system serving the air handler heating coils,terminal unit heating coils, unit heaters, and finned tube radiation.The air handler heating coils will have dedicated coil circulation pumps. The heating water piping will be a primary/secondary configuration in which each boiler has a dedicated primary pump to circulate a constant volume of heating water through the boiler. Secondary pumps fitted with variable frequency drives distribute heating water to the building air handling systems. The pumps and associated valves and piping accessories will be located in the mechanical room. SRG PARTNERSHIP City of Tigard, Oregon Design Development new tigard library :' - �. Mechanical and Electrical Design Development Narrative Central Air Handling Systems: Three variable air volume packaged rooftop VAV air handlers will serve both floors of the library and the Community Center. These units will consist of internally isolated supply and return fans,variable frequency drives,economizer mixing sections, prefilters,65%efficient final filters, heating water and DX-cooling coils. The air handlers will be variable air volume units with the supply and return fans being equipped with variable frequency drives(VFD's). The supply fan VFD will modulate in response to air terminal changes in the distribution ductwork. The return fan VFD will track the supply fan using either airflow measuring or control algorithms to control building pressurization. ION • 1 st Floor Library Air Handler: 18,000 cfm, 55°F supply temperature • Main Library Air Handlers: 20,500 cfm,63°F supply temperature • Community Center Air Handler: 8,000 cfm, 55°F supply temperature Exhaust Systems: Three roof top exhaust fans will exhaust air from all toilet rooms,janitors'closets and the elevator machine rooms. Air Distribution and Zone Control: Air distributed from the air handlers will be through medium pressure round or flat oval ductwork to a network of pressure independent air terminal units. The ductwork will be distributed from the air-handling units to the ceiling of the first level. Use of round and flat oval medium pressure ductwork will enable air to run at velocities up to ...� 3000 feet per minute, minimizing the size of the ductwork. ^ The remainder of the air distribution will be supplied in low-pressure rectangular ductwork located in the first level ceiling space. The first level will be served from overhead conventional air diffusers. The second level will be distributed from floor diffusers at the perimeter and through the toe kicks on the second level book cases. The community Center will be served from an overhead system consisting of medium and low-pressure ductwork. Return air will be a plenum system as much is possible. Airflow rates in the conferences rooms will be reduced when unoccupied as determined by occupancy sensors. CO2 sensors will control the Community Room air handler to supply only as much outside air as is required to maintain a comfortable, healthy, interior environment. Eliminating excessive outside air supply will save 3,700 kWh electricity, 1,900 therms of gas, and $1,750 annually. SRG PARTNERSHIP City of Tigard, Oregon Design Development new tigard library .ALL Mechanical and Electrical Design Development Narrative Controls: The temperature control system will consist of a stand-alone direct digital control (DDC)system. Electric actuators will be used for valve and damper control. The system will be networked within the building and have a central computer as the operator interface point. That computer will have a modem to permit remote monitoring �.- of the system by facility maintenance. The Community Center air-handling unit's CO2 sensors will be controlled by the DDC system. It will be used to control the amount of outside air to these spaces. In addition, a night purge control sequences will be used to save energy. Natural and Mechanical Ventilation: The Library Lobby is suited to natural ventilation. Even on the rare summer day that reaches the 90s,the L. nighttime temperature is in the 60s. The design could incorporate exposed thermal mass. The Lobby would be night flushed to"charge"this mass to provide a comfortable interior temperature even on warm summer days. �.. The Lobby will be heated by perimeter hot water finned tubes and cabinet unit heaters. `. Data/Telecommunication Rooms: The Data/Telecomm rooms will be cooled by the library wing air handlers. FIRE PROTECTION A 6"fire service will enter the building in the Mechanical Room. The buildings will be totally sprinkled in accordance with NFPA 13. The double check will be provided on a vault outside. The building will be provided with a wet pipe sprinkler system. Fire department connections will be provided on-site at locations accessible by fire department vehicles(pumper trucks)and in close proximity with fire hydrants. PLUMBING Sanitary Waste: A 4" sanitary waste pipe will be stubbed out of the building to and connected to an existing sanitary sewer. Sanitary waste piping extending out beyond 5-feet from the building will be done as part of the Civil Package. `. Storm Drainage: An interior cast iron storm drain piped system will extend to 5'-0"from the building line and will connect to an on- site storm water system designed by the Civil Engineer. The overflow storm drain system will daylight through downspout nozzles at the exterior building walls. .. SRG PARTNERSHIP City of Tigard, Oregon Design Development new tigard library ,r/► Ink Mechanical and Electrical Design Development Narrative ,.� Domestic Water: A new water service will be provided to serve the building. We will connect to the water service 5-feet outside of the building and enter the building in the mechanical room. The water service backflow device will be provided within a vault onsite. Additional backflow devices will be provided as required by code to isolate mechanical '1 equipment from the potable water system. Domestic Hot Water: Instantaneous electric hot water heaters will be provided at the community area toilet room. A condensing hot water heater with a hot water recirculating loop will serve the toilets in the library area. Natural Gas: Northwest Natural will provide a new gas service to the Library. The gas meter will be located outside. Gas .-� pressure will be reduced to two pounds prior to entering the building. Natural gas will be provided to the boilers for space heating. Fixtures: Water conserving water closets and low flow lavatories will be specified. • MIN SRG PARTNERSHIP City of Tigard, Oregon Design Development new tigard library . .: Mechanical and Electrical Design Development Narrative ELECTRICAL SYSTEMS Project Overview: A complete electrical system will be provided for the Tigard Library and Community Room buildings and site, consisting of electrical service and distribution system, interior and exterior lighting, general purpose power �. circuits for receptacles, equipment and computers. A telephone service will be provided for telecommunication system wiring. A fire alarm and security system will be provided. Electrical system components will be seismically braced and supported to comply with current codes. The electrical system will meet all codes and ordinances and will be guaranteed for a period of one(1)year following date of substantial completion. Electrical Service and Distribution: `. The electrical service to the building will be provided from a pad mounted utility transformer.Service conductors will be routed underground to a 2000 amp, 208Y/120 volt,three phase,four wire,free standing service rated main distribution panel (MDP)with main circuit breaker and utility metering current transformer section. • The MDP will serve the following: o Two Elevators o Branch Pane'boards (for lighting) o Branch Panelboards (for power) `- o Branch Panelboard (for Community Room lighting, power and mechanical equipment) o Branch Panelboard(for Coffee Stand) o Motor Control Center(for mechanical equipment) • Feeders will consist of copper conductors with 600V insulation. Feeders will be installed in raceways of polyvinyl chloride conduit or electro-metallic conduit as required for the environment in which they are �.. installed. • Molded case, 100% rated circuit breaker will be specified for the service main disconnect. Molded case, 80% rated circuit breakers with thermal magnetic trip will be specified for ail branch loads. • Receptacle Load Density(watts/square foot): o Office Areas: 3.0 o Stacks: 0.5 o Reading Areas: 1.5 o Computer Area: 3.0 o Lobby/Core: 1.0 o Toilet Rooms: 0.5 o Utility Areas: 3.0 o Community Room: 2.0 SRG PARTNERSHIP City of Tigard, Oregon Design Development new tigard library