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S TR LJ CT LJ RAIL CALL LJ LATi O N MERCER OFFICE BUILDING �� to .W. 67th Ave. Tigard, Oregon for Architect L.A. 805 S.E. Sherman Street Portland, Oregon 97214 James G. Pierson, Inc. Sir cc ivas ° AtGINEEg' s James G. Pierson, Inc. Consulting Structural Engineers 320 SW Stark Street Suite 535 Portland, Oregon 97204 (503)226 -1286 Fax (503) 226 -3130 _ I 1 1 '! . I . . I ■ _ I - ' ii t I 1 4 . _:__, a, 1 - ‘9, I -- - tt . i I j Cr ,� ,1 p _ � . � — 1 1 I r 1 �., 1 I ' a i 1 1 1 51 e 1 I I { (` t r f 'a i I i 1 I I 1 1 1 I 1 1 41,p 1 1 1 i i I ! 1 1 i j , j 1 1 1 1 1 1 1 I I ! 1 1 1 1 1 1 11 I �.. I I • I 1 I. i • 1 1 i 13s 1 1 Ii I I 1 ' - �(' - I - `�- 1 1 ! 1 1 I } j. 1 1 is _ _ I 1 j • 1 1 1 - I I 1 —: 1 I ; 1 ,1 1 1 :' I ' i .. 1. 1 1 1 1 j 1 I; i I j 1 I . . 1; 1 I 01 - �tM - .i . 1 1 i_ 1 I- 1 lb r I 1 ' 1 , � - ly 3 1tii, ��-+ 1 -I. ,y3�b i l -�5 1 ►o 1. 5 a. ! 1 _ 1 I I i 1 i . ' 1 i ► = t 1 i 3 + I lt , d 1 � 0 625) 1 - _rl s � 3`? 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MERCER OFFICE BUILDING DIVISION 1: GENERAL REQUIREMENTS A. a of Work: Work under this contract consists of the construction of a two story office building containing approximately 1932 sq. ft.; related sidewalks, driveways, parking area and site utilities; and entrance cover and miscellaneous repairs to existing office building, all as shown on drawings or as specified herein. B. Related Documents for this project include AIA Document A101- Standard Form of Agreement, AIA Document A201- General Conditions, and Outline Specifications and Drawings prepared by ARCHITECT • LA, pc. C. Design/Build: Electrical, Plumbing, Mechanical, and Landscape by Design/Build wherein the Contractor responsible for the work also provides the design and documentation required for building permits. D. Building Codes: Work under this contract shall conform to the latest adopted edition of the Oregon Structural Safety Code, applicable plumbing, mechanical and electric codes, and all applicable codes and ordinances. E. As Built Drawings: At the completion of the work provide to the Owner a clean undamaged set of drawings marked with notations indicating as -built conditions, where they differ from that shown. DIVISION 2: SITEWORK 02200 EARTHWORK A. Clearing: 1. Clear areas required for access to site and execution of work. Remove sod. topsoil, trees and shrubs within the area of new construction. 2. Remove stumps, roots and surface rock. B. footing Excavations 1. Trench for footings 12" minimum below existing grade and 18" minimum below finish grade, whichever is lower. 2. Clean footing excavations of loose material by hand shovel prior to concrete placement. 3. Maintain trenches dear of standing water. C. Utility and Plumbing Trenches 1. Remove and stockpile soil material to obtain required subgrade depth and width. 2. Provide 4 inch minimum thick bedding aggregate on trench bottom. Excavate as required for piping bells and couplings. 3. Maintain trenches free of water. D. FII and Backfitl 1. Common Fill Material: Excavated subsoil free of organic material, debris and rocks larger than 3 inches 2. Gravel Fill: Crushed natural stone free of shale, clay, organic material and debris, graded in accordance with ASTM C136 within the following limits: Sieve Size percent Passing One inch 100 No. 4 . O to 5 3. Compaction: Fill under concrete slabs shall be 95 %, all other locations 90% relative max. density. E. Landscape: 1. Landscape and irrigation system shall be design and installation is bidder - designed. Comply with zoning code requirements. 2. Landscape allowance: • F. Concrete Paving; Provide concrete sidewalks and paving where indicated. G. Asphalt Paving: Class D paving applied in one lift of 2 inches compacted thickness over 4 inches compacted gravel base. H. Foundation Drainage: Provide 4 inch perforated perimeter drains. Connect to storm drain. I. Site Utilities; Provide complete underground site utilities as indicated or required. pIVISION 3: CONCRETE 03310 CAST -IN -PLACE CONCRETE A. Structural Concrete: 1. Comply with ACI -301 standards for mixing and placing of concrete. 2. Minimum compressive strength of concrete shall be: Footings and foundations: 3000 psi Slabs -on- grade: 3500 psi 3. Maximum slump shall be 31/2 inches for slabs and 4 inches elsewhere. Provide 5 % air entrainment for all slabs exposed to exterior conditions. B. Formwork: Fabricate formwork in accordance with ACI - 301 C. Reinforcement; 1. Reinforcing bars shall conform to ASTM A-615, grade 60. Bars of #4 and smaller may be grade 40. 2. Place and secure all bars in accordance with ACI standards and maintain spacing and clearance requirements. DIVISION 4: MASONRY 04220 CONCRETE UNIT MASONRY A. Mortar Materials; 1. Mortar. ASTM C270, Type S. 2. Waterproofing Admixture: Aluminum tristearate, calcium stearate, or ammonium stearate. 3. Mortar Coloring Pigments: Davis Color Company, True Tone # 6058, 5 Ib. or approved. B. Concrete Masonry Units: ASTM C90, Grade N, Type 1, as manufactured by Mutual Materials Co. or approved substitute. 1. Field Block: Ground face, scored, 8 x 8 x 16 unless otherwise indicated. Rose brown. 2. Accent Block: Split face, 4 x 8 x 16. Rose brown. 3. Standard Block: Smooth, 8 x 8 x 16. Rose brown. C. Reinforcement; 1. Vertical and bond beam reinforcement: ASTM A-615, grade 60 2. See drawings for size and placement. D. Grout; ASTM 476, type "course ", 2000 psi, 7 -8 inch slump E. Jnstallation: 1. Lay masonry plumb, true to line, with level and accurately spaced courses and vertical lines and joints accurately aligned. 2. No broken, chipped, cracked or discolored units permitted on exposed surfaces. 3. Make all cuts with power saw. 4. Grout all cells with reinforcing. F. Cleaning and Protection: 1. Clean masonry with non - acidic solution which will not harm masonry or adjacent materials. Consult masonry manufacturer for acceptable cleaners. 2. Protect finished work from damage from subsequent construction activities. l (. pIVISION 5: METALS 05120 STRUCTURAL STEEL A. Shop Drawings; Submit shop drawings for fabricated steel items indicating sizes and locations of structural members, attachments and fasteners. B. Materials: 1. Structural steel members: ASTM A36 2. Structural tubing: ASTM A500, Grade 46 ksi 3. Pipe columns: ASTM A53 4. Bolts, nuts and washers: ASTM A307. Provide washers where bearing on wood (including foundation anchor bolts). 5. All welding shall conform to AWS standards. 6. Provide one shop coat of primer on all steel members after fabrication. DIVISION 6: WOOD AND PLASTIC 06100 ROUGH CARPENTRY A. Lumber. Lumber grades shall be as follows, except as noted on drawings: 1. Joints, rafters and 4 inch nominal beams: #2 grade Douglas Fir 2. Posts and 6 inch nominal beams: #1 grade Douglas Fir 3. 2 x 4 framing and studs: Stud grade Douglas Fir 4. 2 x 6 and larger studs: #2 grade Douglas Fir 5. Plates and sills on concrete or masonry: Pressure treated Douglas Fir B. Sheathing: Roof, wall and floor sheathing shall be APA rated sheathing, exposure 1 or CDX or Structural II plywood with exterior glue. C. Fasteners and Hangers noted on the drawings are model numbers of "Simpson Strong -Tie Company, Inc." and may be replaced with equivalent models of other companies having equivalent properties and strengths. D. Execution: 1. Provide solid blocking for joists and rafters at all bearing walls and beams. 2. Provide bridging and firestopping as required by code. 3. Shearwall sheathing shall be installed with all edges blocked unless otherwise noted. 4. Nail all members with minimum nailing to conform to table #25 -Q of the UBC and increase where indicated. 5. Install all connectors in accordance with the manufacturer's recommendations with nailing in all available holes. 6. Cutting or notching of beams, joists, rafters and columns not allowed without prior approval, except as follows: Joists and rafters may have a circular hole not exceeding 15% of depth drilled at center of member. Studs in bearing walls may be notched not exceeding 25% of depth at top and bottom 1/5 of height or may have a circular hole not exceeding 1/3 of member depth drilled at center at any height. 06151 MANUFACTURED WOOD JOISTS A. Materials: 1. Wood joists shown on drawings shall be designed by the manufacturer to resist the loads indicated in the structural notes plus additional supported Toads according to accepted methods and stresses as approved by ICBO. 2. Provide shop drawings for review and approval prior to installation. Indicate all necessary information on erection and bracing to provide for a suitable installation. B. Inspection: Manufacturer shall inspect completed installation and shall provide a written report to Architect indicating that members are installed in accordance with their requirements. J S B. Materials; Insulation, adhesives, reinforcing mesh, base and finish coats and accessories shall be a part of the proprietary system by the EIFS manufacturer. C. Execution: Install EIFS in strict accordance with manufacturer's written instructions, including standard details. 07500 BUILT -UP ROOFING A. Acceptable Roof Systems: 1. Gonglass "ND -34M -CAP" 2. GAF Materials Corp. "N- B -5 -M" 3. Schuller (Manville) "5GNC 4. Approved substitute B. Examination: Examine substrates, adjoining construction and conditions under which work is to be installed. Do not proceed with work until unsatisfactory conditions have been corrected. C. Install built-up roofing using quantities of materials and methods of application in accordance with roofing materials manufacturer's requirements for 20 year bondable roof. 07600 FLASHING AND SHEET METAL A. Metal Flashing: 1. Galvanized sheet steel, 26 gage, ASTM A526 or A527 with G90 coating. 2. Fabrication shall comply with the architectural sheet metal manual by SMACNA. Conform to SMACNA standard details unless otherwise indicated on the drawings. B. Gutters: Provide 3x5 pre - finished galvanized continuous gutters. 07610 METAL ROOFING A. Precoated Galvanized Steel; ASTM A446, grade D, zinc coated, 24 gage core steel, shop precoated with Kynar 500 to match adjacent building in color and style. B. Fabrication: 1. Form sections true to shape, accurate in size, square and free from distortion or defects. 2. Fabricate cleats of same material as sheet, interiockable with sheet. 3. Form pieces in single lengths . C. installation 1. Conform to details included in SMACNA manual or manufacturer's printed literature. 2. Install in single lengths with provisions to allow normal expansion and contraction. 3. Provide matching flashing and break metal closers to provide a complete and weather -tight installation. 07920 JOINT SEALERS A. Exterior; One component elastomeric sealant to be polyurethane or non -acid type silicon rubber. Apply as recommended by manufacturer. B. Interior, One component non elastomeric sealant to be acrylic - latex. Color as selected by Architect. Apply as recommended by manufacturer. DIVISION 8: DOORS AND WINDOWS 08200 WOOD DOORS A. Interior Pre -Hung Doors: 1. Doors: Solid core, Red Birch, plain sliced face veneer, AWI custom grade, AWI PC -5 or PC-7. 2. Frames: Vertical grain Douglas Fir. 3. Finish: Prefinished AWI #2 system. B. Hardware: 1. Latch and Iocksets: Schlage D series, Sparta style, or approved substitute, 613 finish. Provide privacy function at restrooms, entrance lock function at Workroom and Storage doors, and dummy trim at Mechanical Room. 2. Roller latches: Builders Brass Works 1194 or approved substitute. 3. Wall stops: Wrought disc type with convex rubber bumper and concealed attachment suited to substrate. 08305 ACCESS DOORS A. Acceptable Manufacturers for General Use; 1. Inryco / Milcor 2. J.L. Industries 3. Karp 4. Approved substitute B. Provide model appropriate to the construction in which it is being installed, with fire rating equal to the wall or ceiling assembly. C. All access door locations are not necessarily shown on the drawings. It is the intent of this specification that access doors be installed where required to provide access to valves, dampers, switches, fusible links, detectors or any other mechanical or electrical appurtenance concealed within structural spaces which may require periodic adjustment, inspection, maintenance, or resetting. 08306 SECTIONAL OVERHEAD DOORS A. Sectional Overhead Door: 1. Aluminum Panoramic Door as manufactured by Overhead Door Corp., with FL -201 electric operator, or approved substitute. 2. Aluminum finish: Dark bronze anodized to match adjacent building. 3. Glazing: 16% dark grey tinted, double strength, tempered glass, A quality. 08410 ALUMINUM ENTRANCE AND STOREFRONTS A. Window Wall System: Bidder designed front -glazed thermal break system to match adjacent building. B. Approved Manufacturers: United States Aluminum Corporation, Kawneer, or approved substitute. C. Entrance Doors: 1. Narrow Stile 250 by U.S. Aluminum, or 190 by Kawneer. 2. Hardware: Pivot hinges, concealed overhead closer, cylinder lock with inside thumb turn. saddle threshold and push/pulls equal to Kawneer CP II and CO-9. D. Glazing: Insulating glass units, E774, 1 inch thickness, with low -E coating on no. 2 surface. Provide tempered glazing units where required by code. 08520 ALUMINUM WINDOWS A. To match aluminum storefront system. DIVISION 9: FINISHES 09260 GYPSUM BOARD SYSTEMS A. Products: 1. Gypsum board: ASTM C36, 1/2 inch thickness. Provide moisture resistant type at plumbing walls. 2. Metal trim: 26 ga. galvanized steel. 3. Vinyl trim: ASTM D3678 4. Metal furring: 26 ga. galvanized hat channels. 5. Joint treatment materials: ASTM C475 B. gxecution: 1. Installation of wall and ceiling panels: Comply with ASTM C840 and Gypsum Association, GA -216. 2. Installation of joint materials: Install comer beads at extemal comers, casing bead at exposed edges and expansion joints where required by site conditions and as indicated in ASTM C840. C. Finish: Spray - applied orange peel texture. 09511 SUSPENDED ACOUSTICAL CEILINGS A. Suspension System: 1. Grid: ASTM C635, intermediate duty, exposed T, components die -cut and interlocking. 2. Accessories: Stabilizer bars, clips, splices and edge moldings required for suspended grid system. 3. Grid finish: White B. Acoustical Units: Standard square edge, non - directional fissured, 24 x 48 x 5/8 inch. Auratone Omni Fissured, by US Gypsum, or approved substitute. 09650 RESILIENT FLOORING A. Sheet Vinyl: Federal Specification L- F- 001641, type III, class 1, total thickness of .085 inches. Congoleum "Flor -Even' or approved substitute. Color to be selected by Architect. B. Vinyl Base: Federal Specification SS -W -40, type 2 vinyl, top set coved, 6 inches high at resilient floors, straight base, 4 inches high at carpeted floors. 09650 CARPET A. Carpet Allowance: Allow sum of $12.00 per square yard for purchase and delivery of carpet, to be selected by Architect. Include in base bid additional cost for carpet accessories, adhesives and installation. B. Glue Down Installation: 1. Cut and fit carpet prior to spreading adhesive. 2. Vacuum clean substrate prior to applying adhesive. 3. Apply adhesive in accordance with manufacturer's directions. 4. Lay carpet tight and flat to subfloor and well fastened at edges. Eliminate air pockets and roll to ensure uniform bond over entire area. 5. Promptly remove adhesive from carpet face. _ 09900 PAINTING A. interior Walls and Ceilings: 1. One coat wallboard sealer. P.VA. wallboard sealer. 2. Two coats finish: latex enamel, satin gloss (semi -gloss at restrooms) B. Ferrous Metal: Two coats enamel, semi -gloss C. Wood Trim; Opaque finish, two coats semi -gloss enamel. DIVISION 10: SP CIALTIES 10522 FIRE PROTECTION SPECIALTIES A. Fire Extinguisher: Mufti - purpose dry chemical, 5 Ib., UL rating 2A1OBC B. Fire Extinguisher Cabinet: Larsen's Architectural Series 2409 -6R, semi - recessed, or approved substitute. 10800 TOILET ACCESSORIES A. Acceptable Manufacturers; 1. Bobrick Washroom Equipment, Inc. (model numbers specified) 2. McKinney 3. American Specialties, Inc. B. Accessories: 1. Roll paper holder. B -288. Provide one at each water closet. 2. Towel dispenser / waste receptacle: B -3699. Provide one at each toilet room, where indicated. 3. Soap dispenser. B -2112 at first floor toilet room, B -8221 at second floor toilet room. 4. Mirror. B -166, 24 x 36 inch at first floor toilet room, unframed plate glass at second floor toilet room. 5. Robe hook: B-672. Provide one at each toilet room. Mount on back of door. 6. Grab bars: B-6206 series 3 (. SECTION 15050 GENERAL MECHANICAL PROVISIONS 1.1 SCOPE: A. Provide all material, equipment and labor as required to provide complete and operational mechanical systems as outlined by these specifications. Complete work in a neat and workmanlike manner coordinating with other Contractors to avoid conflicts. Basically - provide heating ventilating and air conditioning system with zoning as shown on drawings; drain, waste and vent systems for fixtures shown on Architectural Plans and described herein; domestic water systems for the office building. Provide complete systems, operating without objectionable noise (not exceeding an NC of 35) or vibration at no additional cost to the Owner. 1.2 CODES: A. All work and materials shall comply with the latest and all applicable codes, state and local laws and ordinances. All related permits and fees are the responsibility of the contractor. 1.3 ELECTRICAL: A. Wiring and installation per the National Electric Code using metal flex and multiple stranded copper wire. 1.4 SITE: A. Verify all conditions at the job site, the exact location of all existing conduits, and piping prior . to commencing any work. Any existing structure damaged by installation of this work shall be repaired to match existing. 1.5 DESIGN: A. Provide complete calculations used for sizing all equipment and material. Also provide plans (minimum 1/4" = 1 -0" scale) with all pipe and duct sizes clearly indicated. Drawings to include notes which shall describe the quality of proposed material and equipment, giving manufactures name, model number, dimensional data and output ratings. Submit as -built drawings at project completion. 15050 - 1 SECTION 15050 GENERAL MECHANICAL PROVISIONS 1.6 SIZING: A. Standard engineering reference and other educational material maybe used. However, standards as issued in the latest manuals compiled by ASHRAE and ASPE shall governed what is acceptable. Any disputes regarding the design shall be resolved to the Owners satisfaction. 1.7 SUBMITTALS: A. Submit for review 1 copy of calculations - water pipe and HVAC loads; 5 copies of shop drawings and data sheets for each piece of equipment to be used on the project. Calculations and shop drawings are to be submitted 20 working days after receipt of contract. When using materials as specified - a statement of conformance is acceptable. (Valves, Insulation, Fixtures, AC Units, Grilles, Controls) At completion of work provide owner with operation and maintenance manuals for all systems, contained in a, three ring, indexed binder. Also provide As- Constructed Drawings showing the actual locations of equipment, pipe and duct routings. 1.8 MATERIALS: A. All materials used are to be new and of commercial grade. Materials, storage and handling are the Contractor's responsibility. All scratches and rust must be cleaned and the area repainted to match existing. Any damaged equipment will either be repaired or replaced at the discretion of the engineer at no additional cost to the Owner. Trade names, when used, denote character and quality of materials to be used. Materials not mentioned must be approved by the Architect. All equipment and materials shall be commonly used and available at more than 2 locations within the Portland Metropolitan Area. 1.9 GUARANTEE: A. Furnish written guarantee to Owner at completion of project. Guarantee to cover all material and workmanship for a period of one year from the date of acceptance. Date of acceptance is 30 days after the Contractor has completed his work to the satisfaction of the Owner. Provided that all systems operate without repair during that period. If repair is required then the 30 day 15050 - 2 • r. SECTION 15050 GENERAL MECHANICAL PROVISIONS period shall begin anew on the date the repairs are complete to the satisfaction of the Owner. Contractor to remedy all problems expeditiously during the guarantee period. 1.10 CLEANING: All equipment and materials shall be cleaned prior to Owner acceptance. 1.11 TESTS: A. WATER: Test at 150 psig for 24 hours. B. Waste /Vent /Storm: Test with 10 feet of water at a point 10 feet above the system high point (20 ft. head min.) per Local Plumbing Code requirements. C. GAS: Test at 60 psig for 4 hours. D. DUCTWORK: To be sealed to where air system leakage is less than 1% of system air flow. Test at engineers request by sealing all outlets and pressurizing to 2" W.C.. Measure air flow to maintain pressure. 1.12 BALANCING: A. As a part of this work and under this contract, procure the services of either Professional Air Balance or Air Balancing Specialty to measure and adjust the system to as planned. Balancer to be under the supervision of and report directly to the Owners Mechanical Engineer. Equipment and /or materials found not complete (meeting the requirements of the submittal data and /or plans) shall be either repaired or replaced. If after 2 months after discovery, systems are still not complete then Owner may act and prescribe and /or complete the system. All costs incurred by the Owner due to the Contractors inability to provide complete and operational systems shall be borne by the Contractor. 15050 - 3 SECTION 15060 PIPE AND PIPE FITTINGS 1.1 SYSTEMS: A. Provide complete water, waste and vent, and storm drainage systems for the spaces as defined on the Architectural drawings. 1.2 WATER PIPE SIZING: A. Domestic water shall be sized for tank style waterclosets without a diversity factor. Pipe velocities shall not exceed 4 feet per second and no pipe less than 1/2" shall be used. Hot water piping shall extend to fixtures as shown on the plan. Provide water heater. Water piping to extend down center of space. Provide isolation valves to isolate physical therapy. Provide building isolation valves. 1.3 GAS PIPING: Size and install per N.W.N.G. requirements. 1.4 WASTE AND VENT PIPE SIZING: A. Minimum slope of waste system is 1/4" per foot. Pipe size shall be able to handle 20% more fixture units that calculated. 1.5 STORM PIPE SIZING: A. System sized for 3 min duration rainfall. Slope piping minimum of 1/8" per foot. 1.6 MATERIALS: A. HOT AND COLD WATER AND CONDENSATE: Type "L" above grade Type "K" below grade hard drawn copper with 150 psi rated, wrought copper fittings. Joints made with 95 -5 solder and flux. Clean parts prior to and after joining. B. WASTE AND VENT: ABS per UPC and Local Plumbing Authorities. C. NATURAL GAS PIPING: Standard weight, Schedule 40, conforming to ASTM A53 Grade B, electric resistance welded 150 lb. Screwed malleable iron fittings on 2 -1/2 inch and below. Install piping per N.W.N.G. Company standards. Paint piping exposed to weather with one (1) 15060 - 1 SECTION 15060 PIPE AND PIPE FITTINGS coat primer and one (1) coat gray industrial enamel. 1.7 VALVES: A. GATE: Bronze body and trim with screwed bonnet and solid wedge. Jenkins # 370. B. GLOBE: Bronze body, bronze mounted, screwed, renewable composition disc, Jenkins 106A. 1.8 BALL: A. Bronze body, 316 stainless steel ball with standard port and stem, with vinyl handle grip, teflon seat, packing and thrust washer. Jenkins fig. 901 AS. Maybe used in lieu of gate valves for equipment isolation. 1.9 CHECK: A. Bronze swing with bronze body, bronze mounted, screwed, regrindable bronze disc and seat ring. Jenkins 92A. 1.10 MANUFACTURERS: Jenkins, Nibco, Kennedy, Grinnell, Hammond or as noted. 1.11 UNIONS: A. 150 lb. Malleable iron, brass to iron seat. Dielectric unions when connecting dissimilar metals. 1.12 STRAINERS: A. Cast iron body, screwed pattern, 125 psig, 0.045 inch perforated type 304 stainless steel strainer. Armstrong, Watts. 1.13 HOSE BIBS: A. Freezeproof with removable key and vacuum breaker for outdoors use. 1.14 SHOCK CONTROL: Provide 1 air filled shock absorber ahead of each snap acting valve on water piping. Precision Plumbing Products size "b" (minimum of 1 on hot and 1 cold). 15060 - 2 SECTION 15060 PIPE AND PIPE FITTINGS 1.15 HANGERS: Grinnell 3/8" all- thread hanger rod with red eye self drilling inserts. Unistrut channel members. 1.16 PIPE MARKERS: Provide according to OAR 437 vinyl snap on labels for each main system and each subsystem. Colors per ANSI. Labels to read: "Hot Water Supply ", typical. 15060 - 3 SECTION 15250 INSULATION 1.1 SCOPE: 1.2 WORK INCLUDED: A. Insulate all domestic water piping, and ductwork where required by this specification and the building codes. 1.3 DUCTWORK: A. Internally line ductwork for minimum 10' upstream and minimum 10' downstream of furnace units, and all outside air ductwork with conductivity of 0.23 Maximum at 75 F, 1" thick duct liner internally line all ductwork on roof, with 2" thick duct liner. Externally wrap all supply and return air ducts in attic space - on exterior of building insulation with one and one half inch thick, one pcf density, glass fiber blanket with vapor barrier jacket, Manville "Microlite" with "FSK" jacket. Apply liner using Benjamin Foster 85 -20 adhesive and Duro Dyne nc -1 nylon stop clips. B. Duct liner - Manville "permacote Linacoustic" hp duct liner. Apply liner using Benjamin Foster 85 -20 adhesive and Duro Dyne nc -1 nylon stop clips. 1.4 WATER PIPING: A. 1" glass fiber with all- purpose jacket, 3.5 Pound density. Insulate fittings with PVC insulated fitting covers. Manville "micro -lok 650 ap -t ". Domestic hot and cold water. B. Handicapped Lavatories - exposed piping: Provide soft molded plastic over waste, cold, and hot water piping. "Handi -Lav -Guard by Truebro Inc., Ellington Connecticut (203) 875 -2868. Turn seam to back wall. 1.5 MANUFACTURES: A. Manville, CSG, Knauf, Owens- Corning. 1.6 INSTALLATION: A. Install in a neat and workmen like manner - sealing all joints and providing an integral vapor barrier. Insulate on all elbows, valve bodies and fittings. 15250 - 1 SECTION 15400 PLUMBING FIXTURES AND TRIM 1.1 PLUMBING FIXTURES: See Fixtures below. Alternative Manufacturers: Stainless Steel: Just, Elkay. Lavatories /Water closets: American Standard, Kohler, Eljer. Faucets: Delta, Moen. 1.2 APPURTENANCES: Trap and tail piece to be 17 gauge romed chromed steel. Chromed supplies and angle valves by speedway. 1.3 WATER HEATER: Provide minimum 40 gallon water heater sized to supply adequate hot water to fixtures. Contractor to also provide 125 psig /212 F ASME rated relief valve. Water Heater: A.O. Smith, Bradford White, Rheem, State. PLUMBING FIXTURES WATER CLOSET (WC): KOHLER "WELLWORTH" #K- 3520 -EB WHITE VITREOUS CHINA WITH ELONGATED BOWL, CHROME TRIP LEVER, INSULINER TANK. OLSONITE WHITE OPEN FRONT SEAT. HANDICAPPED WATER CLOSET. WATER CLOSET (WC -1): KOHLER "WELLWORTH" #K- 3520 -EB WHITE VITREOUS CHINA WITH ELONGATED BOWL, CHROME TRIP LEVER, INSULINER TANK. OLSONITE WHITE OPEN FRONT SEAT. NON - HANDICAPPED UNIT WITH SEAT AT NORMAL HEIGHT. LAVATORY (L): KOHLER GREENWICH #K -2032 20 -INCH X 17 -INCH WHITE VITREOUS CHINA WALL MOUNTED. PROVIDE DELTA 520 HDF HANDICAPPED FAUCET WITH CHROMED GRID STRAINER. HANDICAP USE. PROVIDE SYMMONS 410A TEMPERING VALVE BELOW SINK. SET FOR MAXIMUM DISCHARGE TEMPERATURE AT 110 F. LAVATORY (L -1): VITREOUS CHINA 20" OVAL, COUNTER MOUNTED WITH SOAP DEPRESSIONS AND FAUCET HOLES 4 " -O.C. KOHLER #K -2195. PROVIDE DELTA #520 HDF FAUCET WITH LIFT ROD. ALSO PROVIDE CHROMED METAL POP UP STRAINER AND 17 GAUGE CHROMED METAL TRAP AND TAIL PIECE. PROVIDE SYMMONS 410A TEMPERING VALVE BELOW SINK. SET FOR MAXIMUM DISCHARGE TEMPERATURE AT 110 F. BAR SINK (BS): ELKAY LR-2219 18 GAUGE 302 STAINLESS STEEL SINK WITH UNDERCOATED BOTTOM. 18X14X7 -1/2 BOWL 3 -1/2" OUTLET WITH STRAINER LK18B. WITH SINGLE FAUCET HOLE. PUNCH 2ND AND 3RD HOLE. PROVIDE DELTA SPOUT AND BODY ASSEMBLY #RP3861 AND DELTA SINGLE HANDLE /VALVE ASSEMBLY. SIMILAR TO DELTA FAUCET #172, BUT WITH 5 -1/2" HORIZONTAL SPOUT LENGTH AND WITHOUT SPRAY NOZZLE. PROVIDE INSINKERATOR INSTANTANEOUS WATER HEATER AND OUTLET #GN -3B IN BLACK 120V, 6.5 AMPS. 15400 - 1 K � SECTION 15700 FURNACE UNIT & EXHAUST FANS 1.1 SCOPE: A. Provide roof mounted or ceiling mounted exhaust fan, and furnace /fan coil units where shown and for zones indicated. 1.2 SIZING: Unit output a minimum of 130% heating, 110% cooling of calculated requirements. 1.3 SUBMITTALS: A. Shop Drawings, catalog data. 1.4 GUARANTEE: A. One year on all parts, full labor included. Five years on refrigeration components. 1.5 FURNACE UNIT: A. General: Provide 81% minimum efficient natural gas furnaces complete with fan, gas valve, combustion chamber, casing, induced combustion blower. Centrifugal direct drive fan with multiple speeds. Atmospheric type using natural gas. Sealed combustion chamber using a centrifugal blower induce. Combustion. Electronic ignigtion and pilot gas control valve. 2" Farr 30/30 either in furnace or in sheet metal plenum next to furnace inlet. 450 feet per minute maximum face velocity. Sheet metal casing around entire assembly. acoustically lined to minimize radiated and discharged noise. "A" shaped coil with insulated drain pan and acoustically lined plenum. Aluminum fins mechanically bonded to copper tubes. Expansion valve to control flow of refrigerant to coil. High efficiency (SEER of 10 min) outdoor unit with compressor, vertical condensing coil and horizontal air flow. Compressor shall be capable of operation down to 30 degree F with modulating condenser fan. Refrigeration circuit protected with high and low pressure cut outs, soft start kit for compressor and compressor thermal cutouts. Furnace with 75VA 120/240, 24V transformer. Programmable Honeywell thermostat with 7 day feature to control space temperature outdoor sensor connected to thermostat to provide 2 position economizer control. Economizer locked out with O.S.A. 15700 - 1 SECTION 15700 FURNACE UNIT & EXHAUST FANS less than 35 degree F adjustable. One stage cooling is economizer. Second stage is refrigeration. Carrier, Trane, McQuay and Day and Night. Provide 2" minimum house keeping pad under furnace and condenser in accordance with job requirements, using tapered shims if required for a perfectly level base. Anchor unit to pad. The air conditioning unit and adapter shall be installed so as to maintain water -tight integrity. All duct and electrical connects . and wiring shall be accomplished for a complete operating unit. Furnish all piping and supplemental equipment for proper operation per manufacturer's recommendations. All piping joints and connections to be checked for leaks with a Halid torch. Unit's coils and piping to be charged on site with R -22. Drains: Connect 1" copper drain line to coil drain pan, extend 1" line to over floor drain. 1.6 ROOF MOUNTED EXHAUST FANS A. Centrifugal roof mounted fans, AMCA rated, standard factory finish, discharge backdraft damper, bird screen, weatherproof starters, weatherproof disconnect switch, roof curb, up blast discharge. Motor and drives shall be enclosed in a weatherproof compartment, separate from the exhaust air stream. B. Fans: 1. Single width, single inlet, forward curved, backward inclined, or air foil blades. 2. Welded steel or aluminum housing with sloped cut- off plates, spun steel or die formed inlet cone arranged for curb mounting. 3. Statically and dynamically balanced within its own bearings, grease packed pillow block sealed ball bearings with not less than two pillow blocks per fan assembly. C. Motor: Integrally mounted, 1800 rpm maximum, with pre - lubricated sealed ball bearings. 15700 - 2 SECTION 15700 FURNACE UNIT & EXHAUST FANS D. Drive: Sized for 150 percent of motor horsepower, cast iron adjustable sheaves, V -belt type, sheaves statically and dynamically balanced E. Manufacturer: Penn, Greenheck, Loren Cook. 1.7 CEILING EXHAUST FANS (Bathroom) A. AMCA rated, direct drive centrifugal fans designed for ceiling mounting. U.L. approved. Starters, Disconnects. B. Grille and integral backdraft damper. C. Unit shall be completely isolated and accessible. Sound power level not to exceed 2 sones. D. Manufacturers: Penn "Z ", Nutone, Broan. 15700 - 3 SECTION 15860 DUCTWORK 1.1 SCOPE: A. Provide sheet metal ductwork for supply, return and exhaust duct systems, spin -in fittings and flex duct to provide an air tight duct system. The use of duct board is not acceptable. Flex in excess of 3 feet in length is not permitted. 1.2 SIZING: A. Ductwork shall be sized using a maximum pressure drop of 0.09 inches friction loss per 100 feet on supply, and 0.08 inches friction loss per 100 feet on return. The maximum velocity in trunk ducts is 1100 feet per minute and a 800 feet per minute in runouts. B. The movement of air within the ducts shall not be noticeable in the space. Noise from the duct system (including air conditioning units, fan, grilles, dampers, flex, etc.) shall not exceed N.C. 32 at a point 6 feet above the floor in the center of the room. 1.3 Provide 20 CFM or 2 air changes per hour whichever is more ventilation. 1.4 Provide low (at floor) return grilles sized for 50% of first floor supply total. 1.5 CONSTRUCTION: A. Galvanized steel sheet metal ductwork and fittings built per SMACNA standards for low pressure ductwork. Cross brake and brace to prevent ballooning. Construct for 2" water gage pressure. Seal all joints with duct sealer during joining procedure and tape after joining. Support from building framing with a maximum spacing between supports of 6 feet. Provide turning vanes in all elbows. 1.6 ACCESSORIES: A. FLEX DUCT AND SPIN -INS: Provide insulated flex with -a internal vapor barrier with helical wire and protective cover. Spin -ins of sheet metal with scoops and dampers. Flex as manufactured by Thermaflex, Genflex. Max length - 3 feet. Expand flex to 90% of its maximum length. 15860 - 1 SECTION 15860 DUCTWORK B. FABRIC FLEX: 32 oz. all weather fabric as manufactured by Vent Fabrics. C. DAMPERS: Provide 20 ga. min. butterfly type dampers to adjust air volume in trunk ducts. Dampers to include memory locking handle, and end bearings. 1.7 INSTALLATION: A. Install all ductwork to promote good air flow and to be air tight. Ducts shall sit level and be square with the building structure. Sound line all supply and return air ducts within 10 feet of the air handler (Refer to Section 15250, Insulation). Coordinate with all trades to define routing heights. 15860 - 2 SECTION 15880 AIR DEVICE SCHEDULE 1.1 SCOPE: A. Provide a minimum of one supply and one return diffuser per 300 square feet. Provide minimum of one supply and one return diffuser in each room. 1.2 SIZING: A. Select perimeter diffusers on the basis of throw to provide air down to the floor. Select interior diffusers on the basis of throw with a velocity of 35 feet per minute in room. All diffusers selected shall not exceed an N.C. value of 30 and a static drop of 0.07 ". 1.3 STYLE: A. Provide perforated face ceiling diffusers and grilles for mounting in the appropriate construction. Supply diffusers to have a round neck, direction of throw on the face (not in the neck) and opposed blade dampers. B. Sidewall grilles and registers shall have horizontal face deflectors and vertical deflectors. Provide opposed blade damper on all supply grilles. 1.4 MANUFACTURE: Titus, Kruger, Anemostat. 1.5 INSTALLATION: A. Set tight to, and square with, the ceiling grid or on wall. Provide 6" min. straight sheet metal duct above diffuser and a smooth elbow or 24" of flex duct. Flex duct is only to be used in the vertical where its length is limited to a maximum of 12" of straight flex (1/4" max. off set). Leave all dampers in the wide open position for balancer to adjust. 15880 - 1 SECTION 16020 ELECTRICAL DESIGN REQUIREMENTS A. Provide complete Contractor - designed system meeting applicable codes and ordinances. 1. Include costs of permits and fees. 2. Design Drawings and Calculations: a. Prepare under the guidance of a Registered Engineer of the State of Oregon. All data submitted is to be stamped by the Engineer. b. Submit to Architect, with supplemental data as requested to allow thorough review. c. Show anticipated energy consumption. d. Comply with and submit completed State of Oregon Energy Code Compliance Forms. 3. Use existing services as appropriate, review conditions at site before submitting proposal. B. Basic Design Criteria: 1. Quality and comfort level provided by the building systems shall be consistent with the other existing buildings on site. 2. Construction costs should be held to minimum. 3. Operating costs and maintenance costs are important but secondary to construction costs. 4. Provide the lighting systems as shown on the Architectural reflected ceiling plans complete with local switching for the individual rooms. 5. Provide convenience outlets, duplex receptacles, in all areas, minimum of one per wall and not more than 16 feet on center, in storage rooms etc, one near door. 6. Connect heating and or air conditioning equipment, and other equipment or appliances furnished by other trades or the Owner in the required manner. 7. The entire electrical system shall operate at full capacity without objectionable noise or vibration. C. Coordinate with serving utilities. END OF SECTION . SECTION 16050 BASIC MATERIALS AND METHODS A. Furnish a complete electrical system as required for a habitable building and as described herein. Guarantee all electrical work for a period of one year following date of substantial completion. B. Clearly and properly identify and label the complete electrical system to indicate the loads served or the function of each item of equipment. Provide typewritten panel directories accurately accounting for every breaker installed, including spares. C. Coordinate all aspects of the electrical service and equipment spaces required with the appropriate serving utility. D. Noise and Vibration Control: Where noise producing equipment is mounted next to normally quiet occupied areas, they shall be mounted on sound dampeners with flexible conduit connections. END OF SECTION , SECTION 16110 CONDUITS, RACEWAYS, BOXES AND FITTINGS A. Minimum conduit size shall be as listed in the National Electrical Code for the type and size of wiring installed. B. Conceal all wiring in finished spaces of the following types for all electrical systems wiring. 1. Heavy wall rigid (GRC) or intermediate metal (IMC): Galvanized steel for all wiring installed underground, in poured concrete, in damp or hazardous locations and where subject to mechanical injury. 2. Zinc coated steel electric metallic tubing (EMT): In dry protected locations. 3. Aluminum rigid conduit: May be used wherever EMT is acceptable. 4. Flexible metal conduit: concealed in dry locations. Jacketed type flex in damp locations or where exposed. C. Outlet Boxes: Code gage galvanized steel of code required size to accommodate all wires, fittings and devices. 1. Flush wall one and two gang outlets: 4 -inch square, 1- 1/2 inch or more deep with single or two gang device ring mounted vertically. Where three or more devices are at one location, use one piece multiple gang tile box or gang box with suitable device ring. 2. Lighting fixture outlets: 4 -inch octagon, 1 -1/2 inch deep with 3/8 -inch fixture stud where required. 3. Branch circuits junction boxes: Not less than 4 -inch square, 1 -1/2 inch deep. Boxes with 1 -inch conduit terminating in same, 4 -11/16 inch square minimum. END OF SECTION SECTION 16120 WIRES, CABLES AND CONNECTIONS A. Secondary Feeders: Soft drawn copper, stranded, type THW or THWN, 600 volt. Aluminum conductors may be used for feeders 100 ampere and larger. B. Branch Circuit Wire: Soft drawn copper, No. 12 minimum size, type THW, TNWN or THHN, color coded. Types THW or THWN in damp locations. C. Color code: 1. Under 250 volts phase -to- phase: Phase A - Black Neutral - White Phase B - Red Ground - Green Phase C - Blue D. Signal and Communication Wire: As recommended by system manufacturer, identified per wiring diagrams. E. Wire Connections and Terminations: 1. No. 8 and larger: Lug type, compression tool applied. Lugs for terminating aluminum cable shall contain factory packed oxide inhibiting compound. 2. No. 10 and smaller: Twist -on insulated wire connectors equal to "Scotchlock" or Ideal "Wire nut ". END OF SECTION SECTION 16140 WIRING DEVICES AND PLATES A. All wiring devices shall be specification grade. 1. Line voltage wall switches: Quiet toggle type, 20 ampere, 277 volt rated. 2. Duplex receptacles: 20 ampere, 3 wire, 2 pole, grounding, NEMA 5 -20R configuration. Connect a maximum of eight (8) duplex receptacles on a 20A, 120V circuit. 3. Special purpose receptacles: As required for individual load served. B. Wall Plates: Flush, type 302 stainless steel, brush finish in warehouse areas. Nylon, color as selected by the Architect in office areas. 1/2 -inch raised, galvanized steel with appropriate device opening in unfinished areas. END OF SECTION . SECTION 16160 MOTOR STARTERS, DISCONNECTS AND OVERCURRENT DEVICES A. Manual Starters: Toggle type, quick -make, quick- break, with thermal overload protection. B. Magnetic Starters: Across the line, 120 volt control circuitry, thermal overload protection in all lines, with red motor running lights, H.O.A. switches and additional auxiliary contact. C. Coordinate electrical requirements of equipment furnished by others such as, but not limited to, heating, air condition, ventilating, plumbing and appliances. Coordinate all starter sizes, locations and control wiring. Starters and disconnects shall be combination type where mounted adjacent. Install all starters furnished as a part of packaged equipment as required. Install all starters furnished by other trades D. Safety and Disconnect Switches: NEMA type HD quick -make, quick- break, dual rated with electrical characteristics as required by the system voltage and the load served, fusible or non - fusible as required by Code. Equip all fusible disconnect and distributions switches with Class R dual element, non- renewable fuses of type, size and voltage rating as required. E. Enclosures: NEMA 1 for indoor use and NEMA 3 R where exposed to be the weather. Other special enclosures where applicable. F. Provide circuit breakers and /or fuses for feeder and branch circuit overload and short circuit protection. G. Provide WP, GFCI duplex receptacle adjacent to each piece of rooftop mounted HVAC equipment. END OF SECTION SECTION 16420 SECONDARY SERVICE AND DISTRIBUTION A. Service Equipment: Metal enclosed units containing circuit breaker or switch and fuse devices certified for adequate interrupting capacity. The bus work shall be copper or aluminum with a maximum hot -spot temperature rise of 65 degree C above an ambient of 40 degree C under continuous full load current. Main service equipment shall be rated for 100,000 A.I.C. minimum. END OF SECTION SECTION 16430 BRANCH CIRCUIT PANELBOARDS A. Same manufacturer as the secondary distribution equipment, thermal magnetic bolt -in circuit breaker type, quick -make, quick- break, ambient compensating, 10,000 ampere minimum interrupting capacity. END OF SECTION SECTION 16450 GROUNDING A. Provide a grounding system for the incoming electric service and building systems as required. B. All grounding conductors shall be sized in accord with Tables 250 -94 and 250 -95 of the National Electrical Code. C. Provide a concrete encased UFER building grounding electrode. Electrode shall consist of a minimum of 20 feet of No. 1/0 bare copper conductor cast into the bottom 6 inches of an exterior concrete foundation or. footing. END OF SECTION SECTION 16500 LIGHTING A. General Lighting: 1. Fluorescent, recessed, suspended or surface with prismatic acrylic lens flat hinged and latched metal door, or open strips. 2. Recessed downlights with self trim gold alzak cones, compact fluorescent. 3. Provide exit sign light fixtures as required by applicable codes. B. Lamp each fixture with the suitable energy saving lamp cataloged for the specific fixture type as manufactured by General Electric, Sylvania, or North American Phillips. C. Fixture Ballasts: High power factor, CBM and UL labeled rapid start premium type or special types as required by the fixtures proposed, Advance Mark III -I or approved equal. END OF SECTION ti SECTION 16721 FIRE ALARM AND DETECTION A. Fire Alarm System: Provide system as required by local codes and approved by local Fire Marshall. 1. System shall operate in a local, supervised, zoned, non -coded fashion. The system shall be low voltage type, operating at 24 volts DC. Initialing and Signal Circuits shall be of the "Class B" type. 2. The operation of any breakglass, flow switch, automatic detector, or other initiating devices, shall cause the fire bell system and disarrangement signal to sound, and indicate appropriate zone. Alarms shall sound in a non - coded, continuous fashion until reset at the panel and at the initiating device. END OF SECTION Form 2a dc)/() V3 SUMMARY , n 4 1 _ Project 1. Project NameM .. A. ,ilie_A 2. Project Address // 6 J - 3. City/Town 4 • . i + 4. Building Area (tt2) :g I.D. Description Attached Attached Chapter Type _ Forms and Worksheets Building Envelope F orm 3a prescriptive Path U 0 3b Component Performance Path Check boxes 10 — �j indicate the Worksheet 3a Wall U- values 0 attached farms 3b Roof U- values and worksheets, 3c Floor U- values 0 3d Average Thermal Values 0 Systems Form 4a Systems r 0 Worksheet 4a Unitary Air Conditioner—Air Cooled 4b Unitary Air Conditioner —Water Cooled 0 4c Unitary Heat Pump —Air Cooled 0 4d Unitary Heat Pump —Water Cooled 0 4e Unitary AC & Heat Pump— Evaparetiveiy Cooled 0 4f Packaged Terminal AC—Air Cooled o /' 4g Packaged Terminal Heat Pump —Air Cooled 0 t 4h Water Chilling Packages —Water & Air Cooled 0 4i Boilers- -Gas-Fired and Oil -Fired 0 4j Furnaces & Unit Heaters—Gas-Flred and Oil -Fired U Artificial Light Form 5a Interior Lighting 0 5b Lighting Schedule 0 5c Interior Lighting Power 0 5d Exterior lighting 0 Worksheet 5a Interior Control Credits 0 Applicant 5. Name B. Telephone 6. Company 9. Date _ 7. Signature Other No. of Pages L Description of Document . Documents Enter all supporting calculations, test reports and ( catalog cuts. t1 )931 Forms • 2 -1 P0'd 9b0S t' E LOS 9N3 9NI11f1SN00 171EWf1100 SP:PT S66T- 6E —d3S . . Form 3a PRESCRIPTIVE PATII R ZONE 1 Area Building 1. ove Ab-Grade Wait Area (gross ft2) '3� 4. Roof Area (gross ft �J Area I f climate Figure 3a 5. Skylight Area (ft for r climate 2. Window Area (ft zones. H--- - 6. Percent Skylight to Roof Area. Divide .,r-• Divide 3. Percent Window to Wall Area. 11 a Tine 5 by line 4. Must be less than 3% de l li ne 2 b by y l line 1 Above - Compliance Package _ Proposed Ground Component A 8 C 0 - E F _ G Values° Walls y�r ,Z_ Max. 9% 17% 18% 21% 27% 37% 46% (. f, °Percent window Percent to wall area 1 (line 3). Max. Single Double Single 0.50 Double 0.60 0.50 � Windows . a. • °Max. SC limit U value Glazed Glazed Glazed - Glazed applies to No No cooled - buildings Mme 0.60 0.50 No 0.60 0.40 --°'°' only. SC` Limit Limit limit °To calculate the Above -Grade Max. 2 0 4,20 0.10 020 0.10 0.10 0.10 walls, of the 0 Walls U -value e walls, use Worksheet 3a 7. Does design meet target? Enter the package letter (A-G) If all com of the values of the proposed building meet the criteria. Otherwise use Form 3b. Roof, Floor, Proposed and Below- Component Standard U' or R Grade Walls Up to 3 percent Skylight 0.059 / Roof Max . U -value Without Skylight 0.077 •" to double Shadl be g double glazed Min. R -value of Unheated•Slab 4.5 C with a min. Slab-0rrgrade Floor Y4 -inch air space. the insulation Heated Stab 5.8 'To calculate the Floor Over Max_ U-value 0.077 -ow-- root and floor Unheated Space - U- value, use �- Worksheet 3b Below - Min. R -value of the insulation 5 -,--- and G ra d e W ails 8. Does design meet target? Enter the "Y" if all components of the values of the proposed building meet the criteria. Otherwise try Form 3b. Envelope 9. The perimeter insulation for the stab -on -grade floor shall extend downward from t J iN S the top of the slab for a minimum distance of 24 inches. See Section 5303(d). Enter the � - reference to plans 10. The insulation for the below- ground wall shall extend the full height of the wall to and specifications the top of the lowest floor or 10 feet below grade whatever is Tess. - _ _ that shows - compliance with 11 Manufactured doors and windows are certified according to ASTM E 283 for .-� sr.c. me requirements 0.37 cfm per foot of window sash crack and 11 cfm per foot of door crack. 12. On the warm side (winter) of the insulation for the wafts, roof and floor, instal a y ...•- " 'C--• (. vapor barrier with a perm rating of one or less. See Section 5303(f). ememeismeremilmmolosisgammai Forms 3 £0d 9170S PEE 20S ONE 9N I 11fSNOS tiENl1OO 9b : P I S661- 6E -d3S Worksheet 3a (cont'd) WAIL 15-VALUES Brick on n70 (b) (c) (d) NI p, Stud Wall % Layer Description Detail R•value \ _ Exterior Moving t 017 Sea Table for A ir ; 13-Values of air Surface ' .. maces Values � g fG? See Table 36 for r,;'' �� A- of brick, / 6 Alr —...• sheathing and % Space :== i / R- values s D Framing/ framing /iruulatron. . Insulation "! Gypsum //�� E Wallboard V . 1 % Interior Still 1 '= ' a% =•- -)'- Ogg " i Surface Air ' r -- ; . , :: \\ 1. Total column (d) 9# 7 S. _ t 2. U- value. Invert the amount in line 1 , O s v te 1 Q a_ r R 19+ 1 Dtve. r (Err- Plywood V/ _ (a) (b) (0) (d) Siding on Layer Description Detail R -value Stud Wall g " I�III► Exterior Moving ` -.4, J e + . . 0.17 See Table 36 for RA- Values of N. Surface Air - A Plywood plywood srdrng, gypsum \ -� B Felt gyps _ See Table 3a for \ .... C Sheathing R framing /insulation. D Framing/ Insulation Gypsy — - ' E Wallboard Interior Still i `�'.�'' 0.68 ■ Surface Air ;_a y''y," qt. 1. Total column (d) 2. - value. Invert the amount in Tine 1 3 - 12 Chapter 3 - Building Envelope ('H3) L0 ' d 9P0S PEE 20S 9N3 9N I 11f1SNOD uewnlo3 2,17:17T S66 ti- 6E -d3S Worksheet 3b (cont'd) ROOF U—VALUES — ( (b) (c) (d) 1 ( ,enerie - Roof • Layer Description Detail R -value l 3 for F ; . r Exterior �, `_ O 17 see Table y { e ,. "- r 1h. r y - -� S .. ! r exrerror and A f 3 interior surfaces. % , See Table (� 5 W . R- Values of air = ~ • 9 C iv Sea Table 3b for 0 _ I •r R- Values of D `-�'� Q! building materials See Table 3a for -----4, E R- Values of metal o and wood stud / Interior r ;x = .:< .: and 1-54,..-1 .,;�,. :; ;, insulation metal truss S urface . • :..:.: _ . -1 '. ��: _ metal tNSS / irtsutation. 1. Total column (d) ® 2. U- value. Invert the amount in line 1 0•4 i (-- • Worksheets iltafri 90'd 9b0S PEE LOS ON3 ONIl1f1SNO0 dRNIl1OJ L17:VT S66ti -GE -d3S ' SEP -29 -1995 15 12 COLUMBA CONSULT ING ENG 503 224 5046 P.01 Worksheet 4a UNITARY AIR CONDITIONER-AIR COOLED ( Proposed (a) (b) 1 (c) (d) (e) Equipment Exclude package Proposed terminal air Cooling Compliance conditioners and Equip. Model Capacity I EER Schedule' room air condition ID Designation (Btu/h) SEER (95 °F db) (A -E) ers. If the unit is a split C - l „ t ,, ) ".. A- L system, include Oki 1 5g I Q the model number for both the / condensing unit Ml M } A e) and coil in the model designation. _ .. I " Enter the letter from the table below. • 1. Does the proposed equipment meet the required equipment efficiency? Enter "Y” if true. 2. Check boxes t0 indicate the source of information. O ARI Unitary Directory, Section AC (Enter the page number) Applied Products Directory, Section ULE (Enter the page number ! D ARI App ry ( p 9 57e-X" O Product data (Attach data furnished by the equipment supplier) 1 5�� _ ailmimmir AMONIONMENIIMEMMIIIMIESMIIIIIMEMEINIM - ,A Required Cooling Capacity (Btu/h) Minimum Performance Equipment Efficiency Compliance Equipment But not EER For single phase Schedule Type Over— over— SEER (95 °F db) units over 65 Mbh , ty, use Single Phase, 0 65,000 9.7 --- Schedule C or D. A . Single Package B Single Phase, 0 65,000 10.0 ---- Split System 0 65,000 - -- 9.5 Three Phase, 65,000 135,000 ---- 8.9 C without a , 135,000 760,000 - -- 8.5 Heating Section 760,000 __ — 82 0 65,000 9.5 65,000 135,000 - - -- Three Phase, 8.9 0 , with a 135,000 760,000 - - -- 8 . 3 Heating Section 760,000 - - -- - --- 8 . 0 E Condensing Unit Only 135,000 9.9 rues) Worksheets Form 4a SYSME S ( System 1. To reduce mechanical cooling during mild and coot weather, each fan system over 3,000 cfm and 90,000 Controls BtuUh cooling capacity shall have an air or water economizer system The economizer controls shall be integrated so that mechanical cooling and economizer cooling can operate at the same time. BSee Section 5304(0)1 tor more kgrTg, all of the above is true. information. Otherwise, check one or more boxes to indicate the exception. bSee Section 5304(a)4 for more LI The outdoor air is of poor quality and requires extensive treatment. information. ❑ Humidification or dehumidification uses more energy then is saved by outdoor air cooling. ❑ Cooling with outdoor air affects the operation of other systems increasing the overall energy consumption of the building. ❑ The building uses heat recovery or some other energy recovery system. 2. The system controls automatically set back the temperature or shut down equipment during unoccupied periods or periods of alternate uses of the space. mss, all of the above is true. 3. To prevent simultaneous heating and cooling in the same space, temperature and humidity controls shall sequence the supply of zone cooling and heating ° . kie all of the above is true. OtherwisCCCheck one or more boxes to indicate the exception: ❑ In zones with Variable Air Volume (VAV) systems, the zone controls limit the volume of supply air before reheating, recooling or mixing hot and cold air streams as per Section 5304(a)4. Li In zones with special pressurization or cross-contaminationconcerns, a zone controls n Somatically reset supply air temperatures to reduce the inefficiency simultaneous O At feast 75% of the energy for reheating or for providing warm air in mixing systems is provided from a site - recovered or on -site solar energy source. ❑ Zones require specific humidity levels, such as computer rooms and museums. ❑ Zones have peak supply air flows of 300 cfm or less. MisCella- 4. The ductwork has insulation according to Table 4a. nevus jya•res, all of the above is true. 5. The piping has insulation according to Table 4c. , all of the above is true. 6. The hot water system prevents flow over 3 gpm for showers and 0.5 gpm for lavatories; and limits outlet temperatures to 110 °F for lavatories. d all of the above is true. ( Forms 4-1 80 ' d 9 '0S 173E LOS 9N3 9N I 11f1SNO0 ti8Wf1109 817: V ti S661- 63 -d3S Worksheet 4j AND OIL-FIRED !U19ES & UNIT HEATERS-GAS-FIRED Proposed (a) - (b) (c) (d) (e) Equipment Proposed E.= Thermal Heating -- , Compliance Efficiency. Equip. Model Capacity Et Et Schedule' Determine the ID Designation (Btu/h) AFUE (Max.) (Min) (A-E) thermal efficiency by subtracting the 1 . � measured stack - CY?atC '] [ ✓ ..._J (chimney) loss from 100 percent • Vit I pL^ LA Ratings for d e. • w p o /% AT minimum and maximum perfomtances are based on the . provided controls. • Enter the letter from the table below. ( 1. Does the proposed equipment meet the required equipment efficiency? Enter "Y" if true. 2. Check boxes to indicate the source of information. / SrP-4- ❑ GAMA Directory (Enter the page number) .� O Product data (Attach data furnished by the equipment supplier) A Required Heating Capacity (Btu/h): Minimum Performance Equipment Efficiency Compliance Equipment Over— over— not AFUE (Max.) (Min.) Schedule Type Gas- Fired, Warm Air 0 225,000 78% A Furnaces and Combination 225,000 — -w g0% 78% Fumace /Air Conditioner 011-Fired, Warm Air 78% __ _ - B Fumaces and Combination 225 ODa 225,000 78/° 81% 81 ° -- Fumace /Air Conditioner C Gas - Fired, 0 - - -- --.. 78% 75% Duct Furnaces D Gas - Fired, 0 - -- - -- 7870 74% Unit Heaters E Oil-Fred, 0 - -- - - -- 81% 81% Unit Heaters 4 Chapter 4 - System (lien TO'd 9POS PEE LOS 9N3 9NIl1fSNOD tfEWl1OD TS:PI S66T- 6i' -d3S rurtit ua • INTERIOR LIGHTING ( Interior (a) — (b) (c) (d) (e) (1) (g) Lighting Max Lighting Power Occu• Floor Power Power Budget pancy Area Allow. Budget Group Space Type (ft (W /ft) ((c•d) x e) + f "List all lighted floor areas. 1f area under 1.000 ft Exclude exempt enter area in (c) this row 85© 0 2.0 0 l 'ict, areas and areas pr stairways. QZ Office If area between 1,000 and 1,000 1.6 2 ,000 shahs, telephone SJ 6,000 ft enter area in (c) this row rooms, etc. — If area over 6,000 ft2, 6,000 12 10,000 enter area in (c) this row If area under 2,000 ft2, 0 4.0 0 enter area in (c) this row Retail If area between 2,000 and 2,000 3.0 $,000 6,000 ft enter area in (c) this row If area over 6,000 ft2, 6,000 2.0 20,000 enter area in (c) this row cxe UJc- }Ce /050 g ; .,_ _a _ 5 F . , r • r C . t Total Interior Lighting Power Budget (W). Add amounts in column (g) 411 Adjusted 2 Sum the Page Total(s) from Form 5c 11 Interior Lighting 3. Total lineal feet of track lighting 4141 . " - :f , Power 4. Multiply line 3 by 50 '2,t rr bl1 you have daYlgh n9 or 5. Total Interior Lighting Power. Add fine 2 and line 4 4103 lumen mainte 6 Total Control Credit from Worksheet 5a nan a controls, use Worksheet 7 Total Adjusted Lighting Power (W). Subtract line 6 from line 5 4 D3 5a to calculate the co ntrol 8. Does design meet . the budget? Enter °Y" if line 7 is less than line 1, otherwise redesign. Y credi. Inteno r 9. Do ail non - exempt spaces have local lighting controls? Enter "Y" if true, otherwise redesign. Controls 10. Do all local lighting controls control Tess than 2,000 ft of area? Enter "Y" if true, otherwise Y. redesign. ' 11. Do all interior display and accent lighting, induding plug -in, tract and display case lighting, `,.. have separate lighting controls. Enter "Y" if true, otherwise redesign. � 12. In buildings over 4,000 ft do the luminaires In office spaces have separate automatic controls to shut off the fighting during unoccupied periods? If yes, check the type of control(s) used. Otherwise redesign. U Automatic Time Switches 1 ❑ Occupancy Sensors N / . ❑ Other nigsr Forms 5 -1 EO ' d 9b0S PEE 20S 9N3 9N I 11f1SNO0 t iewnioo ti S : tP T S66 - 6i' -d3S SEP -29 -1995 15 13 COLUMBA CONSULTING ENG 503 224 5046 P.02 Form 5b Page of _ LIGHTING SCHEDULE 'Enter the (a) (b) (c) (d) (e) (f) number and type of lamps in the Lamp Ballast Tab luminaire. See Lum. Fixture Luminaire 5b Table 56 for ID Description No. Description No. Description Power "x" typical lamp codes. - A FL ow- ttan . 4. F32. TS 1 24{- * x Aberandtype Fi.. 4Fsc. 2 > psi 7 5 1 0..x'z - X, of ballasts in the G luminaire. For � �C vrvt-vp 2. F32. re 1 a'^( to Z Y. fluorescent and high intensity 2 40A4-4- fl_L c- Z F T 8 F- "s K discharge lamps, typical ballast abbreviations are: •MAGSTDfor magnetic — — standard •MAGEEfor magnetic energy-efficient • ELECT for electroniC •mAGHCfor - magnetic heater cutout See Table 5b for other ballast abbreviations. ( • • fl Light ter 5 - Artificial Li „, 5 -2 Chapter SEP -29 -1995 15 14 COLUMBA CONSULTING ENG 503 224 5046 P.03 Form 5c INTERIOR LIGHTING POWER r 8 Enter the quantity ( (b) (c) (d) I (e) (f) l for every non - exempt Lighting tuminaire. Do not Room or Room or Plans Luminaire Quantity of Luminaire Power consider track Sheet No. Designation ID Luminaires Power (d) x (e) fighting on this tom,. This is FG-f 014l thAP P , -1 I a t 1 accounted tor on Gi 5 Farm rm 5a. 5a• 2. toZ- 17-1- • • l 1 , Page Total. Sum the amounts in column (f) 113 Forms 5 -3 (t/93) SEP -29 -1995 15: 14 COLUMBA CONSULTING ENG 503 224 5046 P. 04 Form 5d EXTERIOR LIGHTING .. t Exterior Building Lighting Lighting Power Budget Component Length Allowance (b) x (c) 1, Total linear feet of exterior wall at the ground floor I4 / ft 7.5 W/ft f 057 2. For buildings over 20 ft., enter the building height over 20 ft. - it 3. Multiply cell 1(b) by cell 2(b). Enter into cell 3(b) . •' to 0.25 W/ft "'~ 4. Width of exit doors / ft 40 W/ft 12-4:7 5. Area of drive - through canopies -- ft2 2.5 W/ft 6. Exterior Lighting Power Budget (W). Add amounts in column (d) 1 Exterior (a) (b) (c) (d) (e) Building Lighting Lighting Luminaire Quantity of Luminaire Power Power _ Exterior Lighting Type (-elk � I.D. Luminaires Power (c) x (d) aEnter the number '�"' M 10 6.k00 6 , F 1 e of luminaires that illuminate the — '— exterior of the building, adjacent walkways, loading areas, and drive through canopies. ._ _- - Exdude luminaries that are exempt from the connected load _ calculation, see Section 5310(8). _ 7. Total Exterior Building Lighting Power (W). Sum amounts in column (e) ,f5e= 8. Does design meet budget? Enter "Y" if line 7 is less than line 6, otherwise redesign Li EL Do all exterior luminaires (exempt and non - exempt) have automatic controls to tum off lights t Controls during daylight hours or periods of nonuse? Enter "r if true, otherwise redesign. 5-4 Chapter 5 - Artificial Light 1/1 41 1 crtr 60. C111,10 - � .m 1 1 e of Rr�ce up 1 up up III t - . ._ _ _ __ (A 1111 II A A . -4A1111111 MEI W. WOW 0 d�A4� r Ir C Illi II k A INN a. ���� ' D C • im 1 II C Z G1 111 rug m2471447: Z TOIL 1 1 rea ANY &TA . .; •-•• rl ili 4164.1' I le, I J <I) ui 0 W N A N 0 A tr UPPER LEVEL REFLECTED CEILING PLAN 0 -0 N CD Ila•af D "� u 0 4 MA m .Oia.Yll �►` NY14 0141/133 CI3J.331dn 13A31 NIYW w N --r E lY) „.ti ,_ )0[.---c- i))' .o-v- JO no 00141971 - ° • '1410,.•••• Z w o % ...... .. ., .. 1--- mamma vim oven J 06 .U12 i O / )DV71 V AM 700Q6Y8N78/D x' Mir E ',�"' 1 J 1 I I 1 y .� `d O �. Y v � in ' 1\ .\.............. 1 4 In m 4 m I 1 110010. N ion I •