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Home My WebLink About1988 07-25 EDAP Regular Session EDA AGENDA CITY OF BROOKLYN CENTER JULY 25, 1988 8:30 p.m. 1. Call to Order 2. Roll Call 3. Approval of Minutes - July 11, 1988 4. Resolution: a. Approving One (1) Brooklyn Center Economic Development Authority Grant (File No. H65) 5. Discussion Item: a. Schematic Design and Cost Analysis of the Earle Brown Farm 6. Adjournment CITY OF BROOKLYN CENTER Council Meeting Date 7 -25 -88 Agenda Item Numbe REQUEST FOR COUNCIL CONSIDERATION • ITEM DESCRIPTION: Resolution Approving One (1) Brooklyn Center Economic Development Authority Grant (File No. H65) DEPT. AP O L: `o EDA Coordinator Si ture title MANAGER'S REVIEW /RECOMMENDATION: No comments to supplement this report Comments below /attached SUMMARY EXPLANATION: (supplemental sheets attached yes ;r I have received one (1) application for a rehabilitation grant (file no. H65). Attached is the application and recommendations for work to be performed on the home. I recommend approval by the EDA. • This information is private and not available to the general public. RECOMMENDATION: Motion to adopt Resolution Approving One (1) Brooklyn Center Economic Development Authority Grant (File No. H65) • Member introduced the following resolution and moved its adoption: EDA RESOLUTION NO. RESOLUTION APPROVING ONE (1) BROOKLYN CENTER ECONOMIC DEVELOPMENT AUTHORITY GRANT (FILE NO H65) WHEREAS, the Brooklyn Center Economic Development Authority established a Home Rehabilitation Grant Program to assist low and moderate income individuals in the maintenance and repair of their homes; and WHEREAS, the Brooklyn Center Economic Development Authority has received one (1) application (file no. H65) from an eligible individual to receive grant assistance; and WHEREAS, an inspection by the City of Brooklyn Center has determined that the work is necessary and appropriate under the Brooklyn Center Economic Development Authority Grant Program; and WHEREAS, the estimated cost of the proposed grant application is estimated at $10,000. NOW, THEREFORE, BE IT RESOLVED by the Brooklyn Center Economic Development Authority that: 1. The Brooklyn Center Economic Development Authority does approve the one (1) housing rehabilitation grant application (file no. H65) as recommended by the staff. 2. That the work be performed as recommended in the request for council consideration form dated July 25, 1988, and that the applicant be directed to obtain the necessary bids for staff review and approval. 3. The project shall not exceed the grant limit of $10,000 per house. Date President The motion for the adoption of the foregoing resolution was duly seconded by member , and upon vote being taken thereon, the following voted in favor thereof: and the - following voted against the same: whereupon said resolution was declared duly passed and adopted. /UHC /783 a URBAN HENNEPIN COUNTY RECtIVEE HOUSING REHABILITATION GRANT PROGRAM HOMEOWNER APPLICATION FOR GRANT MAR 2 Iggg METRO H.R.A. HOUSEHOLD INFORMATION -- Please Print Name , � SS2 of Fi ay— Address `�—� � ` =\ ✓e , Home Phone S�- 0 — 9-) 1 /0 City A r-try 1 ,1 A n ,!Uq - Le-4 -- Zip Code Work Phone a 9 — b ( E) I City of residence if other than mailing address Marital Status (check one) 14 single, divorced, separated, widowed Race (check one) White, Black, American Indian /Native Alaskan, Hispanic, Asian or Pacific Islander The information concerning Minority Group Categories is requested for statistical purposes only so that Hennepin County may determine the degree to which its programs are utilized by Minority households. INCOME INFORMATION "Income" means any amount received from the following sources by a Resident. * Any public assistance * Salaries, including commissions, tips, * VA educational grants bonuses, and overtime pay * Estate or trust income * Rental income * Gains from the sale of * Business profit for self - employed, property or securities including farmers and child care, etc. y Pensions and annuities, * Payments received from y property being including social security sold on contract for deed and PERA * All other income received by the * Alimony and /or child support household * Interest and dividends List all the residents of your household. Include yourself. Include their ages and their incomes, if any. "RESIDENT" means any person, other than a renter, living in the household for at least nine (9) months of the year, or a person who is claimed as a dependent for income tax purposes. Total number of residents in the household OFFICE USE ONLY income of = in househola names of aaes of residents residents resident per month source of income n verified incomes +ky Lk �2SSe ��- oj1 S �7�• /1 e-1 u V i,4 es 1 rktK4' S 175 70 S 1S, ad �t f-r Y ��z`i ✓e S 0 0 S S Total Intone S gyp+. I /1 � per month = S �g , 0� �e � a� per year S /Yi D � + (5.00 income .er monzi S )1.7 N HD + a °Z / income per year ASSET INFORMATION List the cash value of assets held by all residents of your household. If money is owed on any item, the value listed should equal the market f value of the item minus the amount that is owed. OFFICE USE ONLY `..r; verified assets 1. CASH on hand......... S �� . 00 . .............................. 2. CASH in checking accounts ...........................S c) S 3. CASH in savings accounts (including those held ..... S M S SO / in trust) 4. Cash value of Securities or U.S. Savings bonds......5 __— S S. Redemption value of life insurance policies ......... S S 6. Current Market Value of real estate, NOT INCLUDING the property to be improved and up to 2 surrounding acres. Include 100% of the outstanding balance owed to you on property sold on Contract for Deed ... S — S 7. Other personal property (excluding household furnishings, clothing and one personal vehicle) ..... S S TOTAL ASSETS...... q a �{, - 77 S 612 PROPERTY INFORMATION Provide the following information about the property to be improved with this grant. I. Is your property: _4- a single family house; a duplex i 2. How many years have you lived in the house? 3. What is the approximate age of the house? 4. Do you have any outstanding mortgages on the house ?? Yes; No If yes, with whom? Amount S S. Do you have any outstanding Contract for Deed on the house? Yes; No vo pO If yes, with whom? ( 0. �� h Amount S 3 3 6. Have you ever received a Housing Rehabilitation Grant before? Yes; No If yes, what type? Amount S Urban Hennepin County or an authorized representative shall have the right to inspect the ,property to be improved at any time from the date of the Grant upon giving due notice to: =.., the occupant(s). Any person who makes a false statement or misrepresentation in connection with the appli ._''.� cation for or use of Urban Hennepin County Grant funds shall be subject to a fine or i imprisonment, or both, under the provisions of the Minnesota Criminal Code, and /or may be required to return all or part of the Grant Funds to Urban Hennepin County. I, the undersigned certify subject to enalt under law that the above information is ~ true and correct to the best of my knowledge and belief, and that the provisions stated;.;;;;° are accepted and agreed to. , applicant i nature aate' app ication Note: All names and financial information provided on this application are considered private data on individuals and are subject to privacy of information provisions, pursuant';; to State Statute. ` ry URBAN HENNEPIN COUNTY HOUSING REHABILITATION GRANT PROGRAM PROPERTY INSPECTION REPORT APPLICANT H65 INSPECTION Name Jesse J. & Mary A. Lohonen Staff Address 921 - 58t Avenue North Date Brooklyn C enter , M 55430 Time Phone 293 -0101 w ork; 560 -9 h Inspector Building Age: Garage: i NOTICE TO CONTRACTORS (1) All successful bidders awarded a contract to perform H.R.A. Grant work in the City of Brooklyn Center shall acquire permits for each specific phase of work to be completed i.e. Building, Plumbing, Heating and Electrical). These permits shall be a "No Charge" permit with the exception of the State surcharge fee. (2) Contractors are also advised to refer to the Table of Contents for easy reference of work to be accomplished with the grant. Example: Part 1 Ir would indicate an item to be bid on the grant. Refer to Page 1 for complete details of Item 1. (3) Attach bid proposal to each set of work proposal forms. (4) Contractor keep one set of work proposal forms and Table of Contents for your record and return one completed set and bid proposal to: Metro HRA Attention 300 Metro Square Building St. Paul, MN 55101 Phone 291 -6596 TABLE OF CONTENTS ART PAGE ❑x HANDRAIL - GUARDRAIL $ 1 Where required, Height of, Baluster Spacing and Installation, Specification for 2 Q INTERIOR - EXTERIOR STAIRS $ 1 Repair or Replacement of, Rise and Run and Installation, Specification for 3 ❑ FOUNDATION $ 2 Repair of —Tuck Pointing Insulation Installation and Specification for 14 4 ❑ CRAWL SPACE: $ 2 Insulation of and Vapor Barrier, Installation for 5 ❑ BASEMENT FLOOR $ 2 Repair of 6 ❑x POST AND BEAM: $ 3 Repair of, Replace 7 ❑ ACCESSIBILITY IMPROVEMENT $ 3 For Barrier Free and Handicapped Persons e ELECTRICAL : $ 3 Upgrade Service, Unprotected Conductor Washer, Dryer, Hanging Receptacle, Furnace and Kitchen Circuits Wall Receptacle, Ground Fault 4 9 ❑ ELECTRICAL MAST: $ 4 Relocation of 10 0 MECHANICAL $ 4 Enclosed Space Ventilation, Replace Furnace Thermostat, Chimney, Registers, Ductwork 11 PLUMBING: $ 5 Water Heater Replacement, Cold Water Shut -off, Gas Valve T.P.R. Valve, Vent Connector, Dryer Gas Valve, Dryer 6 Ventilation, Open Gas Device,Well Abandonment, Plugged Sewer Water Softener Kitchen Sink ent Trap, Water V p, Supply, Lavatory Vent, Trap, Water Supply, Water Closet and Sealing Gasket, Bathtub Vent, Trap, Wall Enclosure, Laundry Tub Vent, Trap, Floor Drain Plumbing Fixture Material and Performance Specifications 7 for, Drain Tile, Main Water Line Septic System, City Sewer g -1- TABLE OF CONTENTS PART PAGE Q CEILINGS $ 8 Repair of 13 ❑x WALLS: $ 8 Repair of 13 xx Ceiling and Wall Performance and Material Specifications for 9 -1C 14 Q FINISH FLOORS: $ 10 -11 Replacement of, Performance and Material Specifications for 15 © EXTERIOR DOORS: $ 11 Repair - Refinish of, Weather Sealing, and Replacement of, Performance Specification for 16 Fx EXTERIOR STORM DOORS: $ 11 Repair - Rep acement of, Material Specification for 17 ❑ INTERIOR DOORS $ 12 Repair - Replacement of, Performance and Material Specifications for 18 0 EXTERIOR STORM AND SCREEN WINDOWS $ 13 Repair - Replacement of, Material Specification for Q HOUSE WINDOWS: $ 13 -14 Repair - Refinish of, Weather Sealing of, Replacement of, Material and Performance Specification for 20 Q INSULATION: $ 14 -15 Attic, Wall, Foundation, Rim Joist Installation, Material and Performance Specification for, Code Requirement 21 ❑ VENTILATION: $ 15 ProvisTon of Attic, Kitchen, Bathroom, Repair of, Material and Performance Specification for 22 ❑x EXTERIOR SIDING: $ 16 Installation, Repair or Replacement of, Soffit and Facia, Window, Door and Cornice Trim, Material and Performance Specification for 23 ❑ EXTERIOR PAINTING: $ 17 Material an Performance Specification for 24 ❑ GUTTERS AND DOWNSPOUTS: $ 17 Provision for and Replacement of, Material and Performance Specification for ❑ ROOFING: $ 18 R epa r - Replacement - Removal of, Material and Performance Specification for -2- TABLE OF CONTENTS PART PAGE 26 n CHIMNEY Repair - Reline - Replacement of $ 5 -19 27 KITCHEN & BATHROOM CABINETS $ 19 28 Q SMOKE DETECTORS Installation of $ 20 29 GRADING Material and Placement Specification for, Seeding and $ 20 Sodding of 30 r_xj EXTERIOR CONCRETE WORK Replacement - Repair of, Sidewalks, Garage Apron, Etc. $ 20 31 Ox MISCELLANEOUS: $ 20 TOTAL $ Contractor Name: Address: City State Phone: Home Work Homeowner Name: Address: Phone: H# Contractor Signature Date -3- 1. INSTALL HANDRAIL: ❑x Basement Stair ❑ Front Stair ❑ Rear Stair ❑ Upper Level Stair One handrail shall be installed on stairways 44" or less in width, except that stairways open on one or both sides shall have handrails provided on the open side or sides. Handrails shall not be less than 30 nor more than 34 in height above stair tread. Unenclosed floor, open landings and ramps at a height of over 30 from floor or grade shall have a guardrail. Guardrail shall not be less than 36 in height and shall have intermediate rails or an ornamental pattern such that a sphere 6 in diameter cannot pass through. Materials and finish shall be specified in the Scope of Improvements and installation shall be in compliance with the State Building Codes. ❑ Addition: 2. INTERIOR _ EXTERIOR STAIRS ❑x Repair] Basement ❑ Second Storey ❑ Front Top step ❑ Rear Entrance Stairs ❑ Replace ❑ Basement ❑ Second Storey ❑ Front ❑ Rear Entrance Stairs Stair riser to be a minimum of 4" to a maximum of 7 " high. Stair tread to be a minimum of 11" wide. Wood stair stringer shall be of 2 x 10 nominal stock. Exterior stairs can be of treated stock or concrete having footings 42 minimum below grade. Addition: -1- 3• REPAIR FOUNDATION: All joints shall be completely filled with mortar. Tuck pointing shall be done only after the joints have been raked out to a minimum depth of 1/2" and wetted. Addition: 4. CRAWL SPACE: F Either insulate perimeter foundation wall to R -11 or floor to a minimum of R -19. A 6 mil. polyethylene plastic vapor barrier shall be installed over dirt area and be weighted by sand, rocks or other non -wood materials. Addition: 5. BASEMENT FLOOR: [] Patch holes and large cracks. Addition: -2- 6. POST AND BEAM ❑ Repair or replace as marked. 0 Addition: Repair all sagged or soft areas on first floor. Repl rotted or split framing members. Repair all ho and patched floor areas on first floor_ 7. ACCESSIBILITY IMPROVEMENTS ❑ Refer to Minnesota State Building Code Chapter 55 for accessibility architecture specifications. The type and scope of accessibility improvements shall be at the discretion of the Grant Administrator. ❑ Addition: • 8. ELECTRICAL: ❑ Install new U.L. certified 100 amp service panel and circuit breakers. Relocate unprotected plastic coated conductors to center of wood joist or in metal protective tubing located in basement ❑ Provide grounded receptacle for: ❑ Washer & Dryer on a separate 20 amp circuit. ❑ Water Softner. ❑ Other ❑ Replace hanging light or receptacle with porcelain fixture mounted on an approved box and properly grounded. ❑ Provide separate 15 amp circuit to furnace. ❑ Provide separate 20 amp circuit to kitchen countertop work area receptacles. -3- ELECTRICAL CONTINUED 0 Add wall receptacle in; j] kitchen; (1) Q in dining room; (2) upper north bedroom (2) a upper south bedroom (2) a downstairs bedroom (2) ❑ bedroom ❑ (2) living room GFI bathroom x❑ with ❑ without ground fault. ❑ laundry room [j] Addition: Provide grounded 3 -prong outlets at all locations. Upgrade all e lectric to code. . ELECTRICAL 9 MAST; Relocate ❑ Other ❑ Addition: ALL ELECTRICAL WORK SHALL BE IN COMPLIANCE TO THE NATIONAL ELECTRICAL CODE. 10. MECHANICAL: ❑ Provide ventilation of enclosed furnace space. Q Provide heat loss calculation of dwelling and install new heating manufacturer's instructions capable to meet the heat loss. The minimum AFUE shall be listed at 8O% and shall include damper efficiency. New appliance shall be AGA or UL listed and orsat tested. -4- Q Replace gas valve with approved lever handle gas valve or ball valve 0 Replace vent connector from furnace to chimney with 26 gauge galv. sheet metal vent materials. Q Provide combustion air ❑ Provide set back thermostat. ❑ Reline existing Class B Chimney to expel water heater or other gas appliance combustion gases if new heating appliance is vented through the PP g g PP g side wall. ❑ Remove ❑ Reline existing Class B Asbestos Chimney. ❑ Add warm air register in ❑ Add return air register in 0 Add Duct work Replace all duct work to provide proper air dist ribution to en tire house_ ❑ Addition: ALL MECHANICAL WORK SHALL BE IN COMPLIANCE WITH STATE MECHANICAL CODES. 11. PLUMBING ❑ Install new gallon energy miser water heater having AGA or UL listing complete with necessary gas piping tested for leaks, new lever handle gas valve or ball valve, new vent connector sealed and secured at all joints, new temperature pressure relief valve with 3/4 overflow tube extending to 6 above finished floor. Water heater shall be warranted for five years. ❑ Install cold water shut off valve on existing water heater. ❑ Install approved gas valve on existing water heater. -5- PLUMBING continued ❑ Install temp., pressure, relief valve on existing water heater. Install new vent connector on existing water heater. ❑ Install new approved gas valve on gas dryer. ❑ Vent gas dryer to outside air. ❑ Plug or cap open gas valve or fitting located at or near ❑ Disconnect existing well water and reconnect water service to City water with meter and reconnect electrical ground to City side of water meter. Well to be properly abandoned, inspected and approved by the State Health Department or City Sanitarian. ❑ Rout out main house sewer and clear stoppage. ❑ Repair or replace inoperable water softener. jx; Install msf& kitchen sink vented to outside air.(use existing sink) U Install new kitchen sink water supply tubes and valves. [xj Install new kitchen sink trap. ❑ Install mw lavatory sink vented to outside air. (use existing sink) ❑x Install new bathroom lavatory water supply tubes and valves. Q Install new bathroom lavatory trap. ❑ Install new bathroom water closet complete with seat and shut off valve. ❑ Install new water closet setting seal gasket. Install new bathtub vented to outside air. ❑ Install new bathtub waste trap. Q Install new bathtub wall enclosure and shower curtain rod. ❑ Install new laundry tub vented to outside air. ❑x Install new laundry tub waste trap. & vent Q Floor Drain ❑ Inoperable x❑ Install (� Other Remove sump connection to sanitary sewer. Correct drain from shower and laundry. Install proper drain and vent on both. -6- PLUMBING continued New kitchen sink shall be 33" x 22" self - rimming, unless otherwise specified in the Scope of Improvements. Sink shall be stainless steel or cast iron and faucets shall be either single lever or two handle. a. Garbage disposal is only an acceptable work item in these two circumstances. ❑ 1. reinstallation of existing disposal when installing a new sink. ❑ 2. removing and disposal. New bathtub shall be cast iron, fiberglas or steel. Faucets shall either be single lever or two handle. Color selection shall be limited white unless specified to match existing color. Installation of a fiberglas tub insert is at the discretion of the Grant Administrator. ❑ New lavatory shall be wall -hung or with vanity. Trap shall be .17 gauge. Color selection shall be limited to white unless specified to match existing color. Refer to Carpentry section for dabinet specification. ❑ New water closet shall be viterous china with close coupled tank, include seat and anti- siphon ballcock. Color selection shall be limited to white unless specified to match existing color. ❑ New laundry tub shall be fiberglas and securely attached to wall or free standing. Faucet shall be stainless steel or brass type and nonthreaded or with a vacuum breaker. Provide basement interior perimeter wall drain tile system and floor sump pump. Sump pump shall discharge to an exterior french drain or City storm sewer. French drain shall be located a minimum of ft. from foundation wall and be filled with a minimum of cubic feet of 3/4 stone. Stone shall be topped with sod or reseeded to match existing landscape. ❑ Addition: ❑ Provide Municipal Water - House connection to municipal water line shall entail a bid specifying municipal tap -in fee, total length and cost per foot, location and permit. Connect to house supply lines, patch any unnecessary holes incurred where water line enters house, repair any necessary street damage, back fill and mound to allow settlement to previous ground level. Seeding or sodding the ground to match existing or blend in with the adjoining and surrounding work shall be at the discretion of the Grant Administrator. ❑ Addition: -7- PLUMBING continued Provide Septic Sewage System - System shall be specified in the bid and include drawing. Installation shall include testing and permit costs. Connect to house drainage lines, provide reasonable protection to lawn, driveways, etc., back fill and mound to allow settlement to previous ground level. Seeding or sodding the ground to match existing or blend in with the adjoining and surrounding work shall be at the discretion of the Grant Administrator. ❑ Addition: ❑ Provide Municipal Sewer - House connection to municipal sewer line shall entail a bid specifying municipal tap -in fee, total length of line and cost per foot, location and permit. Connect to house drainage lines, patch any unnecessary holes incurred where line enters house, repair any necessary street damage, fill existing septic tank(s) with dirt and back fill and mound to allow settlement to previous ground level. Seeding or sodding the ground to match existing or blend in with the adjoining and surrounding work. ❑ Addition: ALL PLUMBING WORK SHALL BE IN COMPLIANCE WITH THE STATE PLUMBING CODE 12. CEILINGS (See General Specification) [x] Repair Ceiling in C Kitchen ❑ Dining room ❑ Livingroom ® Bathroom lower Bedroom [] upper Bedroom Q upper Bedroom ❑ Bedroom F� Basement ❑ Basement Q Closet b upper level Q Hal l- -up and lower levels 13. WALLS (See General Specification) Repair Wall in Q Kitchen ❑ Dining room ❑ Livingroom ❑x Bathroom X❑ upper Bedroom ❑X upper Bedroom ❑ Bedroom ❑ Bedroom ❑ Basement X❑ Closet of upper and lower levels ❑X Hall- -upper and lower levels -8- WALLS continued ® Wall and Ceiling Repair General Specification: 1. Wherever existing walls or i � ceilings are to be repaired, the damaged and loose material shall be completely removed and new material shall be sized and installed to match and blend in with the adjoining and surrounding work. All repairs shall be properly prepared to receive the finish application. 2. Plastering - New plastering work shall be installed in compliance with the State Building Codes. 3. Wall Board - shall be installed in compliance with the State Building codes. 4. Perforated Tape Mix - shall comply with the recommendations of the manufacturer. A minimum temperature of 55 degrees Fahrenheit shall be maintained in the room where work is done until the cement is completely dry. 5. Perforated Tape Application - Follow manufacturer's directions. a. Over Joints the tape shall be embedded in cement and covered with a thin layer of cement. A second and third coat shall be applied. Each coat shall be dry before applying the next coat. Each coat shall be featheredged and extended beyond the previous coat (approximately 2 The finish coat shall be sanded lightly and any imperfections filled in prior to any painting and decorating. b. Check to see that all nails have been driven so that their heads are below the surface of the board leaving a dimple in the surface without breaking the paper. Cover the nails dimple with three applications of cement allowing time to dry between each coat. The final coat shall be sanded lightly before application of paint or other decoration. c. Inside corners shall be reinforced with tape embedded in cement finished as specified "Over Joints ". d. Outside corners shall be protected by wood moulding, metal moulding or metal corner reinforcement. Metal corner reinforcement shall be finished with two coats of cement as specified. 6. Waterproof gypsum board shall be used in areas specified in the State Building Code. Install water resistant wall board base in the bath and shower enclosure, and apply wall board with long edge horizontally over the tub, allowing 1/4" space between the board and tub. 7. Adhesive is an acceptable bonding material. Adhesive shall be specified according to usage and location and applied in strict compliance with the manufacturer's specifications. -9- i WALLS continued 8. Paneling installation shall be 3/16" prefinished paneling of a medium quality installed as per manufacturer's recommendations. Owner shall have choice of paneling color and style. 9. Furring strips - New ceiling shall be installed over 1" x 3" furring strips, 12" on center. When ceiling butts to wood or paneled walls, 3/ to 1 1/2" cove moulding shall be installed along edge. New walls shall be installed over 1 x 2 furring strips, 16 " on center. Any existing baseboard, window or door trim shall be removed and reinstalled or replaced with new trim over new wall material, unless otherwise specified in the Scope of Improvements. New work shall be level and plumb with adjoining and surrounding work. Q Addition: All areas noted for repair must be completely stripped of old plaster down to bare studs. Insulate vapor barrier and shee trock per spec. 1 FINISH FLOORING Replace Floor Covering in Kitchen Diningroom Livingroom Qx Bathroom x❑ down Bedroom X❑ upper floor vinyl carpet carpet Bedroom Bedroom Basement Closet of Ex Hall -- downstai ( v i nyl) 1. Existing wood flooring shall be repaired to match existing or blend in with the adjoining and surrounding work. 2. Resilient flooring shall be sheet vinyl or vinyl asbestos tile minimum thickness 1/16 ". Tile shall be medium quality and laid inexact accordance with the manufacturer's specifications. Owner to select color and pattern from readily available selection. 3. Carpet shall be a color and pattern from readily available selection of medium quality and priced carpet. 1 4. A finished wood, vinyl or metal moulding along edge of flooring shall be installed as part of the finish flooring installation. -10- FLOORING continued 5. Plywood used as subfloor shall be a minimum of 1/2" thick, nailed to joist spaced 16 on center along intermediate members, installed with outer plies at right angles to the joists and staggered so the end joists in adjacent panels bear on different joists. 6. Underlayment shall be 1/4" structural grade plywood, particle board or untempered hard board placed with smooth side up. ❑ Addition: 15. EXTERIOR DOORS Repair and Refinish: 1r--J Front Door ❑ Rear Door ❑ Side Door ❑ Garage Door Weather Seal: ❑ Front Door ❑ Rear Door ❑ Front Storm Door ❑ Rear Storm Door (x Replace: C Front Door ❑x Rear Door ❑ Garage Door All exterior doors shall be solid core wood or insulated steel and complete with hardware, strike plat and lock set. Installed doors shall be prehung or sized to fit frame complete with stops, weatherstripping and jambs. After trimming and fitting of door, all edges shall be finished to match existing or blend in with the adjoining and surrounding work. 'A door bumper and threshold are included on all exterior doors. 16. EXTERIOR STORM DOOR ❑ Repair: ❑ Front Storm Door ❑ Side Storm Door ® Replace: ❑x Front Storm Door ❑ Side Storm Door FX� Rear Storm doors shall be solid core aluminum or wood with storm and screen inserts and complete with hardware and strike plate. Installed doors shall be sized to fit frame. All edges of wood storm shall be finished to match existing or blend in with the adjoining and surrounding work. -11- 17. INTERIOR DOORS ❑ Repair Door to: C Basement ❑ Bathroom ❑ Bedroom ❑ Bedroom ❑ Bedroom ❑ Bedroom ❑ Closet in Replace Door To: ❑ Basement ❑ Bathroom Bedroom ❑ Bedroom ❑ Bedroom ❑ Bedroom Closet in Interior doors shall be hollow core or panel and complete with hardware and strike plate. Installed doors shall be prehung or sized to fit frame complete with stops and jambs. After trimming and fitting of door, all edges shall be finished to match existing or blend in with the adjoining and surrounding work. A door bumper is included on all interior doors. Bathroom door shall be provided with "privacy" lock set. ❑ Addition: -12- 18. EXTERIOR STORM AND SCREEN WINDOWS ❑ Repair I I Replace ❑ Basement ❑ Kitchen ❑ Diningroom Livingroom Bathroom ❑ Bedroom t—i ❑ Bedroom ❑ Bedroom ❑ Bedroom Storm windows shall be aluminum combinations of medium quality, unless otherwise specified in the Scope of Improvements. ❑X ADDITION:. Replace front porch windows with combination units_ 19 HOUSE WINDOWS (SEE ADDITIONS) (� Repair and Refinish Windows in: ❑ Basement ❑ Kitchen [] Diningroom Livingroom ❑ Bathroom ❑ Bedroom ❑ Bedroom ❑ Bedroom ❑ Bedroom Repair of windows or replacements of frames, sills, sash, trim and hardware shall match existing work in wood, design, dimensions and finish, unless otherwise specified in the Scope of Improvements. Where sash counter balances are to be removed, the area must be insulated properly. Friction guides are acceptable as substitutes. Cotton cord replacement is acceptable. A positive locking device shall be-installed on all windows. All broken glass shall be replaced with new glass, matching existing in size and design and properly reglazed. All excess material shall be removed and all glass left clean. Weather Seal Windows in: ❑ Kitchen ❑ Diningroom ❑ Livingroom ❑ Bathroom ❑ Bedroom ❑ Bedroom ❑ Bedroom ❑ Bedroom ❑ Basement Caulk and weatherstrip around all primary door and window frames, window panes or other locations that lead to an unheated space or which calls for a seal and watertight job. Materials shall be of standard brands and application shall be in exact accordance with the manufacturer's specifications. -13- Rep Window in: Kitchen Dini room L' Bathroom P c n ivin room t ❑ g ❑ g ❑ Bedroom Bedroom ❑ Bedroom ❑ Bedroom ❑x Basement 3 units Openings of new window units shall be framed to provide a rigid enclosure for the installation of windows. Frames shall be set plumb, level and square within clearance limits. New windows shall match the adjacent windows in design, glass, material and finish, unless otherwise specified in the Scope of Improvements. Installed windows shall be weatherstripped, left clean, tight and weatherproof. ❑ A positive locking device shall be installed on all windows. ( Installed below grade bedroom window used as an excape exit shall have a opening size of not less than 5.7 sq. ft. with a minimum of 24 depth and 20" width. The interior sill height shall not be more than 48" from floor. Exterior of window shall be cleared for exit and when an areawell is installed it shall be of treated wood or galvanized metal. ❑ When a bedroom window unit is replaced, the new unit shall be sized to meet the requirements of the State Building Codes. 0 Addition• Replace all house windows with replacement sash -- submit specs. 20. INSULATION ❑ Insulate attic space to meet a minimum R -38 rating and have a vapor barrier, where accessible. Air chutes shall be installed where there is soffit venting. Provide protection around all recessed lights, junction boxes and chimney. Access opening shall be sized a minimum of 22" x 30 ", framed and insulated. ❑ Insulate exterior walls to a minimum of R -11. Drill holes and blow in insulation between wall studs approximately every 16 on center and below each fire stop. Holes shall be patched to match existing or blend with adjoining and surrounding work. 0 Insulate exterior foundation with rigid insulation of R -11 to above grade and extend insulation 2' below grade and cover insulation with a non - combustible material. Foundation insulation shall be at the discretion of the Grant . Administrator. -14- INSULATION continued Q Insulate accessible area rim joist to a minimum of R -19 with vapor barrier facing warm side. ❑ Addition: 21. VENTILATION Provide attic ventilation per Uniform Building Code as follows: Ventilation where determined necessary by the building official due to atmospheric or climatic conditions, enclosed attics and enclosed rafter spaces formed where ceilings are applied direct to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain and snow. The net free ventilating area shall be not less than 1/150 of the area of the space ventilated, except that the area may be 1/300, provided at least 50% of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least three feet above eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. The openings shall be covered with corrosion- resistant metal mesh with mesh openings of 1/4 in dimension. Provide kitchen ventilation - Exhaust Fan - kitchen without means of natural or below minimum requirements of ventilation shall be equipped with a mechanical exhaust fan. Installation shall include mounting fan on ceiling, venting through the roof or exterior wall with cap, insulating vent in unheated space and wiring on a separate wall switch. Q Repair kitchen ventilation. Provide bathroom ventilation - Exhaust Fan - Bathroom without means of natural or below minimum requirements of ventilation shall be equipped with a mechanical exhaust fan. Installation shall include mouting fan on ceiling, venting through the roof or exterior wall with cap, insulating vent in unheated space and wiring on a separate wall switch. Q Repair bathroom ventilation. Addition: -15- 22. EXTERIOR SIDING r'l Repair or replace all rotten boards and nail down all loose boards or shingles prior to receiving new siding. Side walls shall be furred out if necessary to make walls level, plumb and free from waves, buckles and sags. Installation shall be in strict compliance with the manufacturer's specifications. . [] Existing brick work shall be repaired to match existing or blend in with the adjoining and surrounding work. FO Reside exterior with .024 gauge, nominal thickness, insulated type aluminum of medium quality or equal. Color selection by owner. Installation shall include window J channel, door channel, inside and outside corners, starter strip, finish mould and caulking. Backing shall be installed under siding and be of proper thickness. All nails and rivets shall be properly secured. Staples shall not be used for installation. 7 Cover all window, door trim and sills with baked enamel aluminum, minimum .019 gauge. Color selection by owner. Lap - Siding shall be minimum 7/16" thick x 16 long, smooth, pre - primed masonite panels. Siding shall be installed with corrosion resistant nails and all ends shall be attached together with H- moulding and sealed with exterior caulking. Lap siding shall extend to 6 above finish grade. Novelt Cover indicated sections of structure with new wood novel Y siding, or other specified material. All joints shall be tight and adjacent end joints shall be staggered. Siding shall be installed over vapor barrier, blend and conform with existing structure. All horizontally applied siding shall be staggered with minimum of two stud spaces. E x Cover soffit and fascia with .019 gauge baked enamel aluminum using solid or perforated soffit material. Color selection by owner. Soffit panels shall be secured in channels to eliminate looseness and rattling. Materials shall be lapped for proper drainage and applied in full sections. Caulk joints. Staples shall not be used for installation. Q Addition: Build enclosed soffit and facia; cover as above. -16- 23. PAINTING ❑ Repaint exterior siding, cornice, window and door trim including doors and windows as follows: Wood surfaces to be painted shall be cleaned by best means possible to remove loose and scaley paint and rough spots any any obvious oil and /or grease that may be covering existing wood or paint. Where previous coats have chipped and peeled, the edge shall be feathered to the maximum extent feasible and spot primed with a high quality oil base paint before finish coats are applied. No paint shall be applied until all nail holes have been filled and sanded and all defects in wood work have been eliminated. Paint shall be medium grade and applied according to the manufacturer's specifications and applied to secure full coverage. Use primer where required. Owner to select color from readily available selection. Spray application is not acceptable, unless authorized by the Grant Administrator. . 24. GUTTERS AND DOWN SPOUTS ❑x Provide gutters and down spouts as follows: a) New gutters shall be minimum 5 wide .032 gauge aluminum with hangers placed under roofing. b) New downspouts 'shall be minimum 2 x 3 rectangular .020 gauge aluminum. C) Finish of gutters and downspouts shall be a baked on enamel finish. Owner to select color from readily available selection. d) Gutters shall be installed with slight pitch to the downspout. Gutters shall be securely mounted to the roof, 36 or less on center. Downspouts to be installed at one end of gutters and extend 2' at the bottom with extension. Extension or splash block shall be installed when the gutter and downspout system does not directly connect into a drainage system. ❑ Addition: -17- r 25. ROOFING ❑ Provide new roof per City of Brooklyn Center Handout and as follows: New roofing shall be in compliance with the State Building Codes and Manufacturer's installation instructions. Flashing, plumbing jacks and roof vents shall be checked and replaced with new when damaged, rusted or missing. Drip edge shall be installed along eave edge. All damaged or rotted sheathing boards shall be replaced with new. End joints shall be made over a rafter and all sagging portions of roof shall be corrected. Materials - New roofing shall carry the Class C label of wind resistance from the Underwriter's Laboratories and be applied according to the manufacturer's specifications. The type and weight of the materials used for the roofing shall be in compliance with the State Building Codes. Application - Surfaces to which roofing is to be applied shall be even, sound, thoroughly clean, dry and free from all defects that might affect the quality of application. a) Asphalt Shingles - No more than one overlay of asphalt shingles shall be applied over an existing asphalt shingle roof. Shingles shall be fastened with not less than four nails or staples per shingle. Installed shingles shall be 2356 - 240# 3 -tab self sealing. Roll roofing shall be installed when the slope is 4 or less. Owner to select color of shingles from readily available selection. b) Built -up - Existing roofing material shall be removed down to bare wood. New roofing shall be 4 -ply built -up tar and slag or gravel roof, including all new flashing of either metal or asphalt mineral roll material. Roof shall be installed in such a way that there is no ponding water. c) Wood Shingles and Shakes - Repair of existing roof shall match existing or blend in with the adjoining and surrounding work and include a contractor warranty for the repair work. d) Fiberglas - is an acceptable roofing material. ❑ Tear off existing roof and remove from site. Addition: Is -18- 26. CHIMNEY ❑ Repair or replace missing brick. Tuck pointing shall be done only after the joints have been raked out to a minimum depth of 112" and wetted. Lj Provide masonry chimney cap. ❑x Addition: Repair and properly seal chimney in basement_ 27. KITCHEN AND BATHROOM CABINETS ❑ Repair damaged kitchen cabinets. ❑ j Repair damaged bathroom lavatory cabinet. X Replace or add kitchen cabinets: New cabinets shall be described in comp e e detail, including design, dimension, installation and location of top or base units, detail of drawers, doors and shelves, type of material and finish in the Scope of Improvements. The contractor shall submit a drawing of the proposed cabinets. ❑ Replace bathroom lavatory cabinet: Vanity - lavatory base cabinet shall be medium quality. Top shall be approximately 22" wide with 3 back splash and covered with formica preformed or self edge top. Imitation moulded marble tops can be used as a substitute. ❑x Replace kitchen cabinet top: Kitchen Counter Top - shall be self edge or self forming formica with 4 backsplash. Separate backsplash material shall match formica counter top material. ❑ Replace bathroom lavatory vani Vanity - Y y y lavatory base cabinet shall be medium quality. Top shall be approximately 22" wide with 3" back splash and covered with formica preformed or self edge to Imitation g P moulded marble tops can be used as a substitute. ❑ Provide bathroom medicine cabinet: Cabinet - shall be standard size, recessed, or surface mounted, with a minimum of three shelves and mirror. When light fixture is included, fixture shall be wired on separate wall switch. -19- 28. SMOKE DETECTORS X' Install UL listed battery- operated smoke detector per manufacturer's instructions without escape light complete with working batteries. 3 needed 29. GRADING ❑ Provide grade fill as follows: ❑ Grade - Fill material shall be free of debris or other detrimental material. All fill shall be compacted to a density that will avoid damaging settlement to lot improvement. Top soil shall be a minimum of 4 " compacted depth and free from stones, debris and other materials detrimental to plants. Slope away from building, 4 11 -6 over a distance of 3'-4 out from wall. Foundation walls shall extend at least 6 above the finished grade adjacent to the wall at all points. ❑ Seeding and Sodding as required. 30. EXTERIOR CONCRETE WORK ❑ Replace crumbled or broken sidewalks. ❑) Replace crumbled or broken garage entrance apron. 31. MISCELLANEOUS ** Remove rear porch and rebuild as open deck - -same size as existing. ** Repair structural integrity of front porch, provide post footings and beams, remove lower structure covering (siding) HESKIN RESOURCE GROUP, INC. Property Acquisition, Management, • Development and Marketing HESKIN RESOURCE GROUP, INC. PROJECTED COSTS - FROM SCHEMATIC DRAWINGS WINSOR/FARICY ARCHITECTS EARLE BROWN FARM SCHEMATIC ROUND 13 July 22, 1988 1295 Bandana Boulevard North, Suite 335 St. Paul, Minnesota 55108 (612) 642 -9505 . July 22, 1988 HESKIN RESOURCE GROUP, INC. PROJECTED COSTS - FROM SCHEMATIC DRAWINGS WINSOR/FARICY ARCHITECTS EARLE BROWN FARM SCHEMATIC ROUND 13 BUILDING CONSTRUCTION COSTS Site General $ 568,215 Bed & Breakfast 760,180 "D" Barn 128,150 "G" Barn 177,102 D & G Link -0- ,Blacksmith Shop 135,281 "H" Barn 242,198 Shop & H Link -0- Stable Restaurant /revised 549,672 Hippodrome 2 417 818 PP , , Bunk House 28 Pump House 22 5,029,290 SITE IMPROVEMENTS • Sewer and Water (In Building Costs) - -- Landscaping 105,910 Signage Allowance 40 Streets /Parking /Grading Walkways (In Building Costs) - -- Site Lighting (In Building Costs) - -- 5,175,200 PARKING RAMP N.I.C. OFFICE TENANT IMPROVEMENTS ALLOWANCE 222 (8 s.f. @ $25.00) FURNITURE AND EQUIPMENT Kitchen Equipment Bed & Breakfast 5,000 Hippodrome Kitchen 310,000 Stable Restaurant -0- 315 Bed & Breakfast Furniture (est.) 40,000 Convention Center N.I.C. Audio (built in) 40 Audio Visual Equipment N.I.C. 395 1 �t 4 w Earle Brown Farm /Projected Costs cont. July 22, 1988 FEES AND OTHER COSTS Acoustical Consultant 5,000 Architects and Engineers - Winsor /Faricy 287,300 Landscape /Civil Engineer - Westwood 35,000 Construction Management - Heskin 298,600 Construction Supervisor - McGough 146,250 Soil Testing 12,000 Survey 12,000 Kitchen Consultant - Robert Rippe 20 Interior Design • 40 Permits, SAC, WAC By Owner Historic Registration Costs N.I.C. Insurance 35,000 Real Estate Taxes By Owner 891,150 CONTINGENCY 250,000 TOTAL PROJECTED COSTS 6,933,850 PARKING RAM' Alternate #1 (Single Level) $1,575,000 Alternate #2 (Two Level) $2,371,500 2 July 22, 1988 EARLE BROWN FARM HARD CONSTRUCTION COST CATEGORY ANALYSIS SCHEMATIC ROUND 13 BED AND BREAKFAST TOTAL COST (6/8/88 est.) $ 965 • Carpet vs. Terrazzo < 5,450> • Delete Gazebo < 17,907> • Delete West Addition < 137,200> • Alt. to Res. Condenser vs. Chiller < 20,000> • Substitute to Standard Reg. Kitchen < 25,000> < 205,557> Revised Cost Estimate 760,180 "D" BARN TOTAL COST (6/8/88 est.) 283,913 o Revise Spec. to unfinished storage < 155,763> Revised Cost Estimate 128,150 DELETE D & G LINK TOTAL COST (6/8/88 est.) 42 o Delete Connection < 42 Revised Cost Estimate - 0 - 3 ` A 4 v July 22, 1988 EARLE BROWN FARM HARD CONSTRUCTION COST CATEGORY ANALYSIS SCHEMATIC ROUND 13 NO BARN TOTAL COST (6/18/88 est) 294,937 *Deduct For Shell Construction Only <117,835> Revised Cost Estimate 177,102 BLACKSMITH SHOP TOTAL COST (6/8/88 est) 233,852 *Deduct For Shell Construction Only < 98,571> Revised Cost Estimate 135,281 BLACKSMITH & "H" LINK TOTAL COST (6/8/88 est) 45,234 °Delete < 45,234> Revised Cost Estimate 0 "H" BARN TOTAL COST (6/8/88 est) 242,198 Cost Estimate 242,198 STABLE RESTAURANT TOTAL COST (6/8/88 est) 829 °Revise trellis to wood & shingles <11,640> °Delete kitchen at stable <170,615> °Delete kitchen equipment <98,000> Revised Cost Estimate 549,672 4 t w July 22, 1988 EARLE BROWN FARM HARD CONSTRUCTION COST CATEGORY ANALYSIS SCHEMATIC ROUND 13 HI TOTAL COST (6/8/88 est) 2,490 *Delete - 2 Loading Docks $ 900 square foot of associated structure <33,865> *Wood trellis vs. steel trellis @ parking entry <7,858> °Delete terrazzo & add carpet at entry <21 Revised Cost Estimate 2,417,818 JUNK HOUSE TOTAL COST (6/6/88 est) 28,236 Cost Estimate 28,236 5 ` PRELIMINARY OUTLINE STRUCTURAL SPECIFICATION Earl Brown Farm Outline Summary of structural work. 1. Hippodrome: R. Existing Structure: 1. Replace damaged roof deck (35 %) New 2" nominal (1 7/16" actual) solid wood deck. 2. Odd 1 - new 2x12 puriin at 48 "o /c. 3. Rpply 3/4" plywood over existing roof deck. 4. Sandblast roof structure and steel trusses. 5. Reinforce all steel trusses a. Weld 2 -1 " rods to bottom chord angles. b. Weld 2 - 7/8" rods to top chord angles. c. Weld 1 - 7/8" rods to web diagonal. 2 locations each truss. d. Check and tighten all truss connections. 6. Fabricate 1 new steel truss to some size and configuration of existing. To be erected adjacent to existing truss over partition wail. 7. Tuck point, repair and clean all masonry at west and - 1 south walls. 8. Shore and support roof structure at north and east wall. Demolish walls at new construction limits. Rebuild north and east masonry walls. l B. New Construction: 1. Basement Rrea: a. 8" poured concrete foundation walls. b. 4" slab on grade. c. New footing - 4' -0 x 5' -0 x 16" and new masonry J pilasters to existing roof trusses. 2. Ground floor area: e. 12" precast plank with 2" non - structural topping over- basement area. ti. 4" slab on grade. 1 I - s - 3. Roof ouer new construction: 1 1/2* - 20 go mtl deck. Steel Joist, Steel beams and Columns. IL Stable Building A. Remoue existing roofing material e B. Repair damaged roof deck ( 20% ) C. Remoue existing roof structure ouer central barn area 0. Plumb and reinforce euisting walls i new 2 K 6 stud at 48 "o /c. E. Prouide new scissor trusses at 24" o /c. 5/8" plywood sheathing. F. Rebuild cupola on roof. G. Reinforce roof structure over north and south stables: 1. Add 2 K 8 collar ties and 2 - 2 K 4 web members at 24 "o /c. 2. Reinforce existing support beams with 2 - 2 K 12. H. Reinforce floor structure ouer north and south stables: 1. Odd 1- 2 K 10 at 24" o/c at the east and west bay of the floor. 2. Add 1/2" plywood sheathing over floor. J. Ground floor: 1. Prouide 4" slab on grade at north and south stables. 2. Prouide concrete topping ouer slab at central barn. K. Sandblast all interior areas. L. Repair or repince damaged members. M. Apply 3/8" plywood sheathing at interior face of all builidng corners to 8' from corner. Ill. 0 11" Barn: R. Moue H barn: 1. Brace all columns and wall members. 2. Raise off of existing foundations. 3. Rotate 90% and moue to proper postion. B. Construct new foundations. - . 1. -16 K 10" perimeter footings 42" below grade. 2- #5 2 reinforce. 2. 8" masonry foundation wall. 3. 12 - 3'-0 K 3' -0 K 12" column footings. 8" K 8" K 16" = high masonry pier to existing columns. - C. Reinforce existing roof structure. 1. Odd 2H 8 collar ties and P - 2 K 4 web diagonals at 24" 1 o/c within central bay. 2. Odd 1 row 2- 1 3/4 K 11 7/8 micro -lam beam at each outside bay. Provide 12 - 4 K 4 post struts to support micro-lam beams. ( i at each enisting column). D. Reinforce mezzanine structure for support of mechanical equipment if necessary. Rdd 2 K 8's as required. E. Repair or replace damaged members. F. Sandblast all interior spaces. G. Apply 3/8" plywood to interior side of end walls 16' from each corner. H. Rpply plywood sheathing on floor of mezzanine. J. Proulde new 4" slab on grade. M " lU. G Barn: R. Remove existing roofing. B. Replace rotted roof deck. (50 %) new 3/4" plywood. C. Reinforce enisting roof framing. Similar to "H" barn. B. Shore and support structure for new foundation work. ii E. Proulde new 6 K 6 posts from footing to roof beam. F. Reinforce mezzanine structure for support of mechanical equipment if necessary. Odd 2 K 8's as required. G. Repair or replace damaged members. H. Sandblast all interior spaces. J. Rpply 3/8" plywood sheathing to interior side of end walls, 16' from each corner. K. Opply plywood sheathing on floor of mezzanine. L. Proulde new 4" slab on grade. U. "0" Barn: R. Reinforce existing framing 3 i h S 1. Add 2 H 6 at 48" o/c 2. Add 2 H 8 collar ties and 2 - 2 H 4 web diagonals at 24" o /c. 8. New loft framing. _ 1. 2 H 10 at 16" o/c Joist. 2. 3 - 1 3/4 H 11 7/8 micro -lam beams between eHisting columns. C. Reinforce 3rd leuel floor at south bay. 1. Add 2 H 8 at 16" a/c Joists. 2. Add 2- 1 314 H 117/8 micro -lam beams to. eHisting 1 beam. 1 0. Reinforce 2nd level floor framing. 1. Add 2 H 8 at 32" o/c at center bay. 2. Odd 2 - 2 H 12 to eHisting beam lines. (2 - beam lines) E. Reframe and close eHisting floor openings, F. Replace rotted or damaged floor sheathing (10 %). G. Apply 3/8" plywood over eHSting floor areas. H. Replace rotted or damaged roof sheathing.05 %). Replace with 3/4" plywood. J. New foundations. 1. 12 - 4' -0 H 4' -0 H 12" pad footings at eHisting columns. 8" H 8" H 16" high masonry pier, footing to eHisting column. 2. 16" H 10" perimeter footing 42" below grade. 2 - #5 cant reinforcing. 3. 8" block masonry foundation wall. J K. New 4" slab on grade. 1. Remoue eHisting plank flooring and sleepers. 2. Provide grauei subgrade. L. Replace damaged or rotted members. A� M. Sandblast all interior areas. N. Rpply 3/8" plywood sheathing at interior walls at each corner to 16' from corner. ul. Water-Tower and Pump House: _ A. Replace roofing material. ! 4 l 6. inspect and repair existing roof structure as required. C. Tuck point and repair perimeter walls, interior and eHterlor. _ 11. Sandblast existing Water Tower frame and tank. E. Check and tighten all eKisting connections. F F. Odd 10' to height of eKisting tower. 1. Remoue tank. 2. Odd 4 struts. Each consisting of 21.5 H 3 1/2 H 318" angles back to back. 3. Odd 1 " diameter H- bracing between new struts. 4 sides typical. 4. Provide platform for tank. i 4 - W 12 H 31 platform frame. reuse 6 - W10 existing platform members. 5. Replace tank. G. New 4" slab on grade. H. Housekeeping pads for equipment. Ulf. Bed and Breakfast: . R. Main Residence: 1. Remoue existing roofing. 2. Repair damaged roof sheathing ( 5 %). 3. Repair any damaged roof members. B. foremans Residence: 1. Relocate to new position. 2. Construct new foundation. a. 20" H 12" deep perimeter footings . 2 - #5 cont reinforcing. b. 12" concrete block foundation walls #6 - at 48" o/c uertical reinforcing. c. 3 - interior pad footings. - i 3' -0 H 3' -0 H 12" 3. Repair any damaged members. 4. Replace damaged roof sheathing (5 %). 5. Reinforce second floor Joists ouer living room. . a. Odd 2 lines - 3 - 1 3/4 H 11 7/8 H 12' -0 micro -lams. C. Guest House 1. Reconstruct Ind story and roof. 5 a. Remoue euisting roof (2nd floor) sheathing. b. Repair damaged floor ,joists (30 %) 2 K 10's at 16" o /c. c. New floor sheathing. 5/8" plywood. I d. Construct new 2nd floor walls. Conuentionai framing. e. Construct new roof framing- Pre-engineered trusses at 24" o/c 5/8" roof sheathing. D. Garage Building: 1. Remoue roofing material. 2. Repair any damaged roof sheathing (5 %). 3, Reinforce existing r000f structure. l 2 lines - 3- 2 K 12 n 38' beam. 4. Proulde new foundation. a. 16" K 10" perimeter footing 42" below grade. 2 - #5 cant reinforcing. b. 8" masonry foundation walls to grade. 5. 4" slab on grade. E. Tunnel: 1. Repair tunnel walls and roof as required. 2. Construct new walkway enclosure ouer tunnel with decks and gazebo. New 4" slab on grade sidewalk over tunnel. 3. Proulde connection between tunnel and basement at foremons quarters. Vill. Bunk House: R. Demolish existing floor structure. D. Moue to new location. C. Provide new foundation. 1. 16" x 10" footing 2 - #5 coat reinforcing. 2. 8" masonry foundation walls to - 42" below grade. 3. 48 x 8" piers to i' -6 x 1' -6 footings to support porch posts_ 6 0. Proulde new 4" slab on grade. E. Repair or replace damaged members. Ili. Barn "C" R. Prepare for moue 1. Out Interior, remove brick etc. 2. Brace columns and walls. 0. Moue to new location. C. New foundation. - - 1 1. 16* .H 10" perimeter footings. 2 - #5 reinforce ! 2. 8" masonry foundation wall to grade leuel.. 3. 8 - 3' -0 H 3' -0 H 12" pad footings. 0. Reinforce existing roof framing. 1. Add 2 H 8 collar ties at 24" o /c. 2. Add 2 - 2 H 4 web diagonals at 24" o /c. E. Replace rotted or damaged roof sheathing (15 %). F. Reinforce eHisting 2nd floor area. 1. New 2 H 10's at 8" o/c at central bay. 2. Reinforce eHisting beams with 2 - 1 3/4 H 117/8 micro -lams. 3. Rpply new 1/2" plywood over new floor joists. Rpply 3/8" ouer eHisting floor areas. G. New 4" slab on grade. N. Replace damaged or rotted members. l J. Sandblast all interior areas. J K. Rebuild brick chimney. L. Rppig 3/8" plywood sheathing at interior wailis at each I corner to 8' from corner. l . J 7 a fill wood ,joists rafter and beams: No 2 Hem -fir or equal. 8II wood studs: Stud grade Hem -fir. inil concrete: f - 3000 psi for footings and interior slab on grade. fc - 4000 psi for walls, piers and exterior concrete. concrete exposed. to weather shall haue 5% to 1 7% entrained air Masonry construction: fm - 2500 psi prism strength. fill steel plates, shapes or bars: fy - 36,000 psi 836 J 8 "-..a J .._._. 4a m e Reg is Proje No. 2K I LR I DQ Section Stable i _.. _.fan Far I i i r r" — c E a:_, •._ _6:0'0 __ 4, " � - IM Section Barn t'H" South Eleva s _x..24 "°tom•- _ =::__ �._.��::- r�0513LE• L . Section Barn "D" Sec - - - --------- ._.. . .... ." // ' S O U L �" Section Barn C rESTORATION AND REDEVELOPMENT OF EARLE BROWN FARM OUTLINE SPECIFICATION DIVISION 2 Sitework J , A. Demolition - Demolish existing concrete block cook's shed building. (Roof structure, doors and windows to be relocated to adjacent property by adjacent property owner.) Demolish existing concrete block link between -stable and Hippodrome. Save door and frame for relocation. Demolish east and north walls of the Hippodrome where new lobby structure is attached to facilitate construction of new basement. Support existing roof and north wal'I until new wall. and columns are installed. Demolish existing foundation structures at relocated buildings. B. Paving - Remove existing paving not shown as remaining and provide new bituminous paving at new roads and walks within site and at parking area. Provide concrete curb and gutter at new parking areas per city standards. C. Pools - Repair existing concrete pools. Provide lighting at both pools and new fountain assembly at one of the pools. D. Fences - Repair and/or relocate fences and gates as shown on site plan. Trash and air conditioning enclosures to match fences. All new fences to match existing. E. Entrance Gate - Restore entrance gate to original appearance. F. Landscaping - Provide trees, shrubs,'sod and other landscaping materials as indicated by landscape architects. G. Surface Drainage - A 4" 0 perforated drain system will be provided around the j perimeter of the Hippodrome basement. Water will be conveyed to a sump in i the basement. See mechanical for sump pump and piping information. DIVISION 3 Concrete A. Footings and Foundations - Provide new concrete footings at all new (walkway j connecting links addition to Farmhouse, and an canopies, co g d Gazebo) d relocated i ('G' Barn, 'H' Barn, Blacksmith Shop, Bunkhouse, and Foremen's House) structures. 1 Provide concrete foundation walls and footings at Hippodrome basement, including any underpinning. Refer to structural for additional information. I B. Structural Concrete - Provide concrete co!umns in Hippodrome basement and provide concrete structural slab over basement. All other new concrete floors to be slab on grade. Refer to structural for additional information. DIVISION 4 Masonry A. Concrete Block - Provide new concrete block foundation walls at relocated structures ('G' Barn, 'H' Barn, Blacksmith Shop, Bunkhouse, and Foreman's House) and at new connecting links, addition to Farmhouse, and Gazebo. B. Brick - Provide new brick chimney at farmhouse from existing elevation up through new second floor and roof. Provide new brick chimney at Foreman's House from footing through roof. C. Sandblasting - Sandblast all exposed interior structure (Hippodrome trusses, joists, decking; exposed wood beams, columns and other surfaces at the Stable, Blacksmith Shop and'D' Barn) and exterior concrete block surfaces at Hippodrome. i I D. Curtain Wall - Exterior walls of the Hippodrome wouy ano oultl will be anodized aluminum curtain wall with tinted, tempered insulating glass. DIVISION 9 I Finishes _. A. Floors - Existing hardwood flooring in the Earle Brown House living room and 1 dining room will be sanded and re- finished. Floors in Bed and Breakfast suites will be carpet. Toilet room floors will be ceramic tile. Floors at the grape arbor walkway and Gazebo will be terrazzo. 1 :Floors in office areas will be unfinished, except at lobbies. Lobby floors will be terrazzo. Toilet room floors will be ceramic tile. Floors in the restaurant and bar will. be carpet. Toilet rooms will be ceramic tile. The kitchen floor will be quarry tile with non -slip grit. Hippodrome floor will be carpet. Lobby areas will be terrazzo. Banquet kitchen, concessions and staging areas will have quarry tile floors. with non -slip grit. Floors in the receiving area, basement storage, and mechanical spaces will be sealed concrete. 1 A budget allowance of $18 per yard will be provided for carpeting. J .B. Walls Existing plaster walls in the Earle Brown House will be patched, where necessary, and painted. Typical gypsum board walls will be painted, except will be left unfinished in office areas. Gypsum board lobby walls will have vinyl fabric finish. New and existing walls in bed and breakfast rooms will have decorative wall fabric. Kitchen, concessions and banquet staging areas will have plastic wall panel finish. Concrete block walls will be painted in public areas and corridors i and unfinished in rough areas. C. Ceilings - Existing plaster ceilings in the Earle Brown House will be patched, where necessary, and painted. Other ceilings in the Bed and Breakfast will be painted gypsum board as will all sloping ceilings in the barns and stable. (Gypsum board ceilings in office spaces will be unpainted.) Kitchen, concessions and banquet staging ceilings will be suspended metal panels in T -bar grid. Ceilings in the Hippodrome lobby and other connecting links will be painted exposed metal structure with fabric - covered acoustical panels suspended between joists. Ceilings at canopies will be painted exposed metal structure. Basement storage areas will have unfinished concrete ceilings. The Hippodrome ceiling will be exposed wood joists over steel trusses - all painted. D. Unfinished Spaces - The interiors of the Pump House and Bunk House will remain unfinished. J E. Exterior - Typically, all wood siding will be painted red to match the original color as will the concrete block at the Hippodrome. Paint testing will be performed to determine the original color. Trim and fences will be painted white. DIVISION 10 Specialties A. _ Fire extinguishers and cabinets. B. Louvers and vents. C. Identifying devices: 1. Plaque signage 2. Illuminated sign - on water tower 3. Pylon signage at drive entrances. Toilet partitions E. Flag poles F. Toilet accessories. DIVISION 11 _. Equipment A. Loading dock equipment: 1. Dock levelers 2. Dock seals 3. Dock bumpers B. Food service equipment: 1. Bed and breakfast kitchen 2. Restaurant kitchen 3. Banquet kitchen 4. Concessions 1 C. Laundry equipment 1 D. AN equipment. DIVISION 12 Furnishings A. Blinds and shades: 1. Horizontal or vertical blinds at finished office space (stable) 2. Black -out shades at Hippodrome 3. Curtains and roller shades at Bed and Breakfast suites. DIVISION 14 Conveying Systems A. Elevators Provide two hydraulic freight elevators at the Hippodrome: One (1) at 4,000 # and one (1) at 6,000 it. The 4,000 it elevator is to have plastic laminate 1 wal l panels and wi l l provide handicapped access to the basement level. DIVISION 15 l Mechanical Systems A. Provided by mechanical consultant. j DIVISION 16 Electrical Systems A. Provided by electrical consultant. . RESTORATION- AND - REDEVELOPMENT -OF 3 EARL FARM DIVISION 15 - MECHANICAL 15010 - BASIC MATERIALS AND METHODS A. Pipe and Pipe Fittings 1. Black Steel a. 2 and smaller, ASTM A -120, low pressure mathcing screwed fittings. b. 2 1/2" and loarger, ASTM =A -53, welded fittings. -� 2. Galvanized Steel a. Schedule 40 hot dipped galvanized ASTM A -120 and ANSI B36.20 with matchingscrewed fittings. 3. Copper Tubing a. Type K or L copper, ASTM B -88 with 95- -5 soldered joints. 4. Cast Iron Soil Pipe a. Service weight piping with hub and spigot, ASTM A -74, joined with neoprene gaskets or lead and oakum. b. No -hub pipe and fittings, CISPI 301 -78 with stainless steel couplings and neoprene gaskets. 5. Galvanized Waste and Vent Piping a. Standard weight threaded galvanized steel, ASTM A -53 with cast iron drainage fittings. B. Piping Specialties 1. Make connections at each piece of equipment with unions or flanges. Provide dielectric unions between copper and steel connections. 2. Provide chrome plated escutcheon plates on all piping which penetrates walls, floors and ceilings. 3. Provide pressure gauges on each side of pumps and elsewhere as noted. Gauges shall be-Boudon- Spring type with non - corrodible movements, aluminum case, 4 1/2 1 diaL calibrated for two times. working pressure. S 4: Thermometers shall be red readlt g i»ecur Y. adjustable angle, 9" cast aluminum case, 30F to 30OF range with 5F maximum scale division. Provide thermometers at water heaters, b- oiler supply.and-return - and elsewhere as noted. 5. Provide strainers ahead of automatic valves, pressure regulators, pumps and elsewhere as noted. Strainers shall be Y- pattern cast iron or bronze with stainless steel screen. C. Pipe Sleeves 1. Provide pipe sleeves for pipe penetrations of walls, floors and roofs. D. Pipe Hangers, Supports and Anchors 1. Provide pipe hangers and supports secured to building structure for all piping. Hangers shall permit vertical adjustment and lateral movement. 2. Provide insulation shields for insulated piping. 3. Hangers in contact with copper piping shall be copper plated. E. Valves 1 Provide valves ahead of all control valves, at all equipment and fixtures and elsewhere as indicated. 2. Valves shall be compatible with the service on which they are installed. F. Water Hammer Arrestors 1. Provide water hammer arrestors at all flush valve fixtures and elsewhere as indicated. G. Backflow Prevention Devices 1. Provide backflow preventors at boiler water connection and elsewhere as indicated. Backflow preventors shall be Watts Series 900, or equal. H. Mechanical Supporting Devices. 1. General Contractor shall provide roof support curbs. 2. Mechanical Contractor shall provide concrete bases under equipments. -� I. Access Panels 1. Access panels shall be provided by General Contractor. Mechanical Contractor shad coordinate location of access panels. J. Fire Rated Barriers 1. Mechanical Contractor shall maintain the integrity of all fire rated barriers penetrated by work installed under Division 15. 15170 ELECTRIC MOTORS ; A. Electric Motors 1. Motors shall conform to NEMA and have characteristics on nameplate. Single phase motors shall have built - in thermal overload protection. 2. Motors 1/3 H.P. and smaller to be 115/1/60. 3. Motors 1/2 H.P. and larger to be three phase with voltage appropriate to electrical service. 4. Motors 1 H.P. and larger shall be high efficiency, type motors. 15190 PAINTING AND IDENTIFICATION A. Valve Tags 1. Provide identification tags and list for all valves. Tags to be 1 1/2" 19 gauge brass. B. Pipe Identification J 1. Provide identification for all piping. Identification to be 1" letters stenciled on yellow background identifying service and direction of flow. 2. Identification to occur at 30 feet maximum intervals, changes in direction, both sides of a wall and other locations as deemed necessary. 15250 MECHANICAL INSULATION A.. General 1. All insulation shall be tested in accordance with ASTM E84,. -NFPA 255 and UL 723, Spread: 25 or less, Smoke Developed: 50 or less. l Y B. Piping Y l 1. Hot water, cold water,.circulating hot water, 1" i thick Fiberglass with AP jacket. 7. Airconditioning condensate drain lines -- 1" thick Fiberglass with'A.P. jacket. 3. Chilled Water and Hot Water Heating Lines -- Insulate same as domestic water except that thickness shall be 1" for 1" and less piping 1 1/2" for piping 1 1/4" to 4" and 2 for piping 5 and larger. 4. Underground chiled water piping shall be factory pre - insulated with Urethane Foam insulation with an R- value of 11.5. Urethane shall be foamed in place } with a density of 2 pounds per cubic foot or greater and shall be a minimum of 90% closed cell content. Insulation shall be protected by an outerjacket of FRP Fiberglass, PVC, or cathodically protected steel. C. Ductwork 1. Interior duct lining shall be 1" thick 1 1/2# density with blackmat facing similar to Johns Manville Linacoustic. Duct sizes shall be increased to accomodate liner. The following ducts shall be lined. a. All rectangular supply air ductwork. b. All return air ductwork. C. Transfer air ductwork. d. Exhaust air ductwork within ten (10) feet of roof or wall. 2. Exterior duct insulation shall be 1 1/2" thick 3# density Fiberglass board with foil scrim Kraft jacket with taped joints and corner beads. The following ducts shall be insulated externally. a. Outside air ductwork. b. Mixed air ductwork. 3. Kitchen exhaust ductwork shall be insulated with 1" J thick 4# density glass fiber for operating temperature of 1000F. Insulation shall be covered with 1 galvanized poultry netting, and finished with 1/2" thick coat_ of hard finish insulating cement. 15300 FIRE PROTECTION A. Provide a complete wet sprinkler system complete with inside piping, bells, detector check meter assembly, sprinkler heads, drain and test valves and all necessary accessories, equipment and services required for a complete fire protection system to cover completely occupied and unoccupied areas as'required by all governing codes, ordinances, NFPA, governing authorities having jurisdiction and owner's insurance underwriters. ] B. Connect to water service 5' -0" from each building and f ) extend to Fire Protection System. 7 C. Each building shall be fully sprinklered, however, a deduct shall be provided to delete the sprinkler system in each of the following: 1. Barn 'H' 2. Barn 'C' (Blacksmith Shop) 3. Barn 'G' 4. Barn 'D' D. Sprinkler heads shall be standard chrome plated pendant heads with escutcheons in finished areas and brass i upright or pendant heads on exposed pipes in unfinished areas. 15400 PLUMBING A. Domestic Hot and Cold Water 1. Connect to water main 5' -0" from building and extend into building and provide a water meter assembly as approved by local authorities. Provide services as follows: a. Provide one water service to serve Hippodrome and Stable buildings combined. Provide sub -meter for each kitchen area. b. Provide ore water service to serve Barn 'H' and Barn 'C' buildings combined. C. Provide one water service to serve Barn 'G' and Barn 'D' buildings combined. d. Provide one water service to serve the Bed and Breakfast Building. 2_ Below grade piping shall be_type K copper. - -� 3. Above grade piping to-be type L copper. Galvanized. steel i e may be used for piping 3 and larger. P P Y _ B. Sanitary Sewer, Drain and Vent 1. Extend sanitary sewer 5' -0" from each building and connect:to site utility line. Extend into building and provide a continuous waste and vent system. 2. Below grade piping shall be service weight cast iron or no -hub cast iron. 3. Above grade piping shall be galvanized steel, cast iron service weight or no -hub. PVC piping may be used in the Bed and Breakfast Building where permitted by Code. 4. Floor drains shall be heavy cast iron Josam, or equal. Provide 36" x 36" flashing membrane for all above grade drains. 5. The basement area of the Hippodrome Building will have a draintile system provided by the General Contractor. Provide a sump basin, pump and pipe -� discharge to grade. G. Provide underground waste rough -ins for future tenant needs in each of the four barn buildings - Barn 'H', Barn 'C', Barn 'G' and Barn 'D'. C. Test all plumbing lines as required by Code. 15440 PLUMBING FIXTURES A. Provide plumbing fixtures as indicated on the Architectural Drawings B. Plumbing fixtures shall be manufacturers as scheduled below. 1. Vitreous china fixtures such as water closets, l urinals lavatories - American Standard, Kohler, Crane. 2. Flush Valves - Sloan, Delaney 3. Stainless Steel Sinks - Elkay, Just, 18 gauge minimum. 4. Janitors Floor Sink -- Flat, Mustee. 5. Electric Water Cooler -- Elkay, Halsey Taylor. l - j • 6. wall Hydrant -- Woodford, Josam. 7. Faucets, Trim -- Chicago, Speakmann, Symmons, Powers. 8. Bathtubs in Bed and Breakfast shall be whirlpool -j type. C. Provide chrome plated supplies with stop valves at all fixtures. J D. Caulk around all fixtures with a white silicone sealant. E. Provide all blocking and backing for installation of fixtures. F. Provide eighteen (18) water and drain outlets in the Exhibition Hall on approximately a 30 module. Outlets to be located in a recessed box with fulsh coverplate. 15441 KITCHEN —P LUMBING A. Provide plumbing to fixtures which will be furnished and installed by kitchen equipment contractor. Provide required trim and accessories for a complete installation. 15450 PLUMBING Et1UIPMENT r A. Provide A.O. Smith, or equal, Lochinvar or State gas - fired water heaters with all accessories for the following buildings. 1. Hippodrome and Stable - combined system -1 2. Bed and Breakfast J B. Provide circulating hot water pump controlled by a clamp - on aquastat for each gas -fired water heater. C. Provide Lochinvar electric water heaters for each of the following. 1. Barn 'H' and Barn 'C' building combined. 2. Barn 'G' and Barn 'D' building combined. 15480 SPECIAL PIPING SYSTEMS A. Provide a complete natural gas piping system to serve gas -fired boiler(s), water heater(s) and kitchen equipment. i B. Local gas utility company will provide a gas meter regulated to 2PS16_meter outlet and extend to all gas fired equipment. Separate meters will be provided as follows: } _ 1. Heating system for Hippodrome /Stable Buildings. I 2. Kitchen facilities in Hippodrome including make -up air system, cooking and water heating. I 3. Kitchen facilities in Stable including make -up air - system, cooking and water heating. 4. Heating System for Barn 'H' and Barn 'C'. - 5. Heating System for Barn 'G' and Barn 'D'. 6. Heating System, cooking and water heating for Bed and Breakfast Facility. C. Gas Piping 1. Above Grade, 2" and smaller - Schedule 40, black steel with malleable iron screwed fittings. 2. Above Grade, 2 1/2" and larger - Schedule 40, black steel with welded fittings. D. Gas Pressure Regulators - Provide 2 PSIG to 7 gas pressure regulators at each piece of gas -fired equipment. E. Paint all gas piping exposed to weather. 15510 HYDRONIC PIPING AND ACCESSORIES A. Provide a complete system of hot water heating piping complete with connection to unit heaters, heating coils, air handling units and boiler(s). B. Piping - 1. Schedule 40 black steel pipe and fittings. -� 2. Type L copper with wrought copper fittings with 95 -5 solder. C. Circulating Pumps shall be Bell and Gosset, or equal Armstrong, Series 1510 with bronze fitted construction. D. Hydronic Specialties 1. Air separator shall be Bell and Gosset, or equal, Rolairtrol. 2. Expansion Tank(s) shall be Bell and Gosset, or equal, ASME constructed and stamped with gauge glass, drain cock and drain fitting. E. Chemical Treatment 1. Provide a Mogul, or equal, Norman chemical ball feeder for hydronic system. 2. Provide one (1) year supply of chemical. F. Testing and Flushing 1. Testing and balancing of system shall be done by ll Mechanical Contractor. I 2. Test system under a hydrostatic pressure of 150 PSIG. 3. Start -up and balance system to deliver specified flow to all equipment. 15555 HOT WATER BOILER - GAS FIRED A. Provide Raypak, or equal, gas -fired boilers. Each boiler shall have a modulating burner. B. Provide boilers as follows: 1. Hippodrome /Stable - Two (2) Model 1336T with output of 1069.3 MBH each. 2. Barn 'H' and Barn 'C' - Two (2) Model 263T with output of 211.2 MBH each. 3. Barn 'G' and Barn 'D' - Two (2) Model 333T with. output of 266.4 MBH each. 4. Bed and Breakfast Facility - Two (2) Model 333T with output of 266.4 MBH each. C. Provide indoor /outdoor reset control and combustion air system for each boiler. 15575 GAS VENTING SYSTEM A. Provide a Class 'B' gas venting system for the gas -fired boiler(s) and water heater(s). B. Gas vent and chimney system shall be complete with round pipe, hood connector, adjustable elbows, tee fittings - increaser or reducer fitting, wall and ceiling thimbles and.rain proof vent top caps with bird screen. 1 15636 DIRECT FIRED MAKE -UP AIR UNITS A. Provide two (2) direct gas fired make -up air units to provide make -up air for kitchen exhaust systems. Each unit shall be complete with outside air damper, filter section,- blower, direct fired burner and all controls. B. Units shell be as follows: 1. HippoOdome kitchen - 11,000 CFM with 1000 MBH Heating capacity. 2. Stable (Restaurant) kitchen - 3000 CFM with 300 MBH Heating capacity. 15651 PACKAGED AIR COOLED WATER CHILLER A. Provide 'two (2) complete packaged air cooled water chillers suitable for mounting on grade. Chillers shall be complete with all required accessories and shall have reciprocating or screw type multiple compressors. B. Units shall be as manufactured by Bohn or McQuay and have the following capacities. 1. Hippodrome /Stable - 120 tons. 2. Earns C H ' 'D' , 'G' and Bed /Breakfast - 60 tons. E 15830 HEATING TERMINAL UNITS A. Provide heating terminal units as required to distribute heat to all areas of the building. Provide cabinet type t 1 propellor type ' on a Y is spaces, hoziz p P eaters in ubl , unit h p P unit heaters in storage and utitity spaces, and baseboard radiation. in Hippodrome radiation shall rov�ided be pp B. Baseboard ra i P -Lobby, perimeter of each of the four barn buildings and in miscellaneous spaces for supplemental heating. C. Provide shut -off valve, balancing valve, control valves and air vent at each unit. 15855 PACKAGED AIR HANDLING UNITS A_ Provide'BOHN, or approved equal, McQuay packaged air handling units as follows: .1. Hippodrome provide .three single zone air handling units to serve the Hippodrome Building. One unit shall serve the Exhibit Hall,_one shall serve the lobby and one shall serve the basement. 1 , 2. For the Stable, provide three air handling uni ts. One single zone unit shall serve the kitchen, one -1 single zone unit' shall serve the restaurant, and one 1 variable air volume unit shall serve the office and miscellaneous spaces. 3. One variable air volume unit shall serve Barn 'H' and Barn 'C'. I 4. One variable air volume unit shall serve Barn 'G' and Barn 'D'. 5. One single zone unit shall serve the common areas of the Bed /Breakfast Building. B. All factory assembled units shall be complete with steel .cabinet, bonderized and insulated internally with 1" vinyl coated insulation. All units shall have variable pitch "V" belt drive. C. Fans shall be DIDW, heavy duty, centrifugal, forward curved multi -blade wheels of all welded construction, ^� statically and dynamically balanced. D. Fans shall be designed for Class I operation. E. Heating and cooling coils shall be constructed of aluminum fins bonded to a copper tube by hydrostatically expanding the tube to the fins. F. Provide combination angular filter and mixing box section with 2" throw away filters and motorized return air and 1 outside air dampers. 1 G. Furnish frequency controllers for each packaged air I handling unit for variable air , volume control. J 15870 POWER VENTILATORS A. Provide power ventilators as required to exhaust air from toilet rooms, kitchen and dishwasher hoods and miscellaneous spaces. 15880 AIR DISTRIBUTION ` A. All ductwork shall be constructed of heavy galvanized iron and shall be installed in accordance with the standards described in the latest edition of the ASHRAE, (American Society of Heating, Refrigerating and Air Conditioning). B. Ductwork shall conform to the following gauges unless otherwise= specified: DUCT WIDTH (") U.S. STANDARD GAUGE 0 to 12 #26 13 to 30 #24 31 to 54 #22 1 55 to 84- #20 1 Over 84 #18 C. Ducts up!to -30" shall have locked seams, and ducts 31" and wider shall have standing seams. Panels over 12" side of deep shall be cross broken. Elbows shall be made with an inside radius the same dimension as the width of the duct where space permits, but in no case less than 1/2 the width of the duct. Where turning vanes are indicated and on all inside radius less than 1/2 of the 1 duct width, the Contractor shall provide double wall turning vanes. All tee or side outlets from the main shall be 'made with radius tap -ins. Provide all structural steel supports required for hanging of ducts, fans, etc. Ducts over 36" in width shall be supported with trapeze hangers shall be galvanized straps, bolted to the angle stiffeners or secured to the sides of the 1 duct, adequately supported from the building structure. Ductwork shall be adequately side - braced to prevent swaying. -� D. Dampers shall be fitted with an arm outside the duct, set in the same direction as the plane of the damper and } working over a quadrant of regulator. Blades shall not exceed 6 in width for ducts up to 24" and 8 for larger ducts. Damper rods shall be 5/16" and shall be fitted with brass bearings on each side of duct. Manual volume dampers shall be installed in each branch supply, return and exhaust duct. } E. Provide approved fire dampers where required to match J rating of fire separation. Refer to Architectural Drawings for locations of fire walls. l F. Round or oval ductwork may be used for exposed ductwork. Verify with the Architect the maximum allowable depths. Exposed round ductwork shall have internal insulation. G. Kitchen exhaust ductwork shall be 16 gauge welded black iron with access panels per code. H. Dishwasher exhaust and laundry vents shall be constructed of aluminum. I. A complete duct distribution system including air. diffusers shall be provided for Hippodrome, Stable, Bed /Breakfast, and common areas of the four barns. J. The tenant areas of the four barns shall have main trunk ducts installed up to variable air volume terminals. t I Distribution ductwork from variable air volume terminals will be provided as tenant improvements. 15900 FAN A. Provide vertical two pipe fan coil .units to serve each unit in the Bed /Breakfast Building. Fan coil units shall I be complete with electric heating coil, control valve and thermostat. i� B. Air distribution shall be accomplished by discharge grilles on fan coil plenum or minimum ductwork through .� soffits. 15910 VARIABLE AIR VOLUME TERMINALS A. Provide variable air volume terminals Anemostat, Tempmaster or equal, four barn buildings and the office areas of the stable. B. The unit s hall be complete with 24 volt electric controls. C. For temperature control refer to section 15950. 15930 AIR—TERMINAL A. Provide grilles, registers and diffusers required for a complete installation. Units shall be Anemostat, Titus, Tuttle and Bailey or Carnes. B. Provide adjustable damper and equalizer grids on all ceiling diffusers. C. All grilles, registers and diffusers located in acoustic tile ceiling shall have a baked -on enamel finish, color selected by Architect. All grilles, registers and diffusers located on exposed ductwork or on walls or plaster surfaces shall be furnished with a prime coat finish. C. Grilles, registers and diffusers in Tenant areas of Barns shall be provided under Tenant Improvement work. 15950 TEMPERATURE CONTROL A. All wiring in connection with temperature control system shall be done by this contractor: All wiring both low and line voltage shall be installed in conduit. B. Cabinet unit heaters and horizontal propellor unit 1 heaters shall be controlled by remote heating thermostat, of which actuates the fan and two -way control valve. An aquastat shall prevent fan operation if hot water temperature is less that setpoint of 160F. (adjustable). l C. An outdoor ambient thermostat shall start the heating pumps when outside air temperature drops to 50F (adjustable). D. An automatic temperature control system shall energize and de- energize the variable air volume handling units 1 based on an occupied- unoccupied sequence as follows: 1 1. During the occupied mcde the fans shall run 1 continuously. A discharge and enthalpy controller in J conjunction with a heating coil, outside and return air damper shall maintain a 60F supply air temperature. Unit shall have a freezestat. l. During the unoccupied mode the fans shall be de energized and dampers shall be fully closed. 3. Frequency controller shall vary the air quantity based on signal from static pressure controller. E. A temperature control system shall operate the variable air volume boxes as follows: 1. During the occupied mode a drop in room temperature below setpoint shall modulate the primary air damper to a minimum position. A further drop in room 1 temperature shall energize the baseboard radiation control valve. -'� F. An automatic temperature control system shall energize and de- energize the single zone air handling units based on an occuoied - unoccupied sequence as follows: 1. During the occupied mode the fans shall run continuously. A room thermostat and economizer control shall control the heating and cooling coils and mixing dampers to maintain room temperature. Unit shall have freezestat. 2. During unoccupied mode the night thermostat shall cycle the unit to maintain temperature with outside air damper closed. 1� • 15993 AIR SYSTEM TESTING /ADJUSTING AND . BALANCING l A. When the work has been completed, testing and balancing shall be performed by a testing and balancing contractor who is a fully certified member of the Associated Air I Balance Council. B. Final test analysis reports shall include a letter of certification listing instrumentation used and last date l of calibration. END OF DIVISION 15 l 1 i l • RESTORATION AND REDEVELOPMENT OF EARL BROWN FARM DIVISION 16 - ELECTRICAL { SECTION 16050 - BASIC MATERIALS AND METHODS i A. Raceways and Fittings: Steel conduit (rigid, IMC, and EMT) shall be galvanized, inside and outside. ':Plastic l conduit shall be PVC for direct burial applications. All conduit shall have the necessary components needed for an 1 integral raceway system. B. Outlets and Boxes: Each receptacle and other special outlets shall be equiped with a galvanized steel outlet 1 box of the knockout type with plaster ring anderected with the rim flush with the finished wall. C. Wire and Cable: All wire and cable shall be solid or stranded copper with the following exception: service entrance and feeders 100A and over may be aluminum. The insulation voltage rating -shall be equal to greater than 1 the applied voltage. SECTION 16400 - SERVICE - AND DISTRIBUTION A. Service to the building shall be as follows: 1. Hippodrome /Stable - 1600A - 277/480 volt, 3 phase Separate metering for banquet kitchen. - 2. Barns 'C' and 'H' - 300A - 120/208 volt, 3 phase Provide six meter stack. 3. Barns 'D' and 'G' - 300A - 120/208 volt, 3 phase Provide six meter stack. 4. Bed and Breakfast - 300A - 120/208 volt, phase Single meter. 5. Pump House - 400A - 120/208 volt, 3 phase Single meter. B. Feeders 1. Above ground conduits shall be metal. 2. Underground conduits shall be metal or PVC. 3. Conductors sized 100 amperes or larger shall - be copper of aluminum. Conductors sized less than 100 - amperes shall be copper. . C. Panelboards shall be designed to utilize bolt -on circuit breakers. D. Distribution transformers shall have a 220 degree C. insulation system and shall be designed to operate with a maximum temperature rise of 115 degrees C. E. Branch circuits shall consist of wire (copper conductors) in rigid steel, IMC, or EMT with following exceptions: 1. Underground circuits may use PVC conduits. 2. Circuits in the Bed and Breakfast may be flexible metal conduit. F. Exhibit Hall Power. Power for exhibitors requirements shall be available from recessed floor outlets located on 30 foot centers throughout the hall. A pedestal with 50 ampere cord and plug shall be provided for each outlet. The pedestal shall have six (6) 20 ampere receptacles (NEMA 5 -20R) with each on a separate circuit. G. Outdoor Power Power for functions shall be available from a weatherproof power outlet located near the pond. Power shall be distributed from a distribution pedestal. -� H. Water Tower Three (3) 20A, 120 volt circuits shall be provided for miscellaneous power requirements. -� SECTION 16500 - LIGHTING A. Lighting in the building shall be as follows: 1. Hippodrome /Stable a. Exhibit Hall: Incandescent fixtures with 3 zones of dimming. Dimming to have 3 local control stations and one master control station. Special lights and control to light 3 stage areas. b. Lobby: Fluorescent C. Banquet Kitchen:: Enclosed fluorescent fixture with a damp location label. d. Basement Storage: Fluorescent fixtures. 1- 5 r. Restaurant: indirect fluorescent ge neral lighting and incandescent. Fluorescent fixtures shall be circuited for multi -level lighting. f. Kitchen: Enclosed fluorescent. g. Office: Fluorescent. I 2. Barns 'C' and 'H' Fluorescent, recessed fixtures with fluorescent cove j lighting along the central raised area. 3. Barns 'D' and 'G' Fluorescent, recessed fixtures with fluorescent cove lighting along the central raised ceiling area. I - 4. Bed and Breakfast Incadescent wall and ceiling fixtures. Some table lamps will be used. B. Facade lighting shall be provided for the exterior of the Hippodrome/Stable. C. Low level lighting shall be provided for the pathways, pond, and fountain. D. Parking area lighting shall be cut -off type luminaires with high pressure sodium lamps. R. Area lighting in the quadrangle south of the pond shall be decorative, incandescent fixtures on steel poles (10'- J 14'). SECTION 16630 - BATTERY POWER SYSTEMS l A. Self- contained battery units shall be provided for exit and egress lighting. B. Central battery - inverter unit shall be provided for exit and egress lighting in the hippodrome. SECTION 16700 - COMMUNICATIONS J A. Telephone 1. Provide empty conduit for service by the utility. the point demarcation in the Hippodrome /Stable. Provide conduit and cable - from the Hippodrome /Stable to the telephone boards in Barns 'C.' and.'H', 'D' and ' G ' and the Bed and Breakfast. 2. Hippodrome Provide complete conduit system. Provide adequate space at point of demarcation for service to other buildings. 3. Barns 'C' and 'H' Provision for future system installation. Provision to include conduit stubs into accessible ceiling space on each side of each barn from the telephone service point in each buidling. I 4. Barns 'D' and 'G' i Provision for future system installation. Provision to include conduit stubs into accessible ceiling space on each side of each barn from the telephone service point in each building. 5. Bed and Breakfast Provide cable from each outlet to the service point of the building. C. Multi- antenna Television System Provide a complete MATV system in the Bed and Breakfast. System shall be complete with antenna, amplifier, cable and outlets. System shall be capable of accepting a cable television input. D. Fire Alarm System 1. All fire alarm systems shall be supervised and shall have local alarm(s), provision for city tie, and an auto- dialer to signal an alarm condition to a remote ~, location. Local alarms shall be aural and visual. 2. Hippodrome /Stable Provide a complete automatic fire alarm and detection system shall include automatic detectors, water flow detection, manual stations, door holders, local alarms, and control panel. 3. Barns 'C' and :'H' Provide a system to monitor water flow and to signal . an alarm condition. In the event the building is not fully sprinkled, provide a complete automatic fire alarm and detection system. I ,y • 4. Barns 'D' and 'G' Provide a system to monitor water flow and to siganl an alarm condition. In the event the building is not fully sprinkled, provide a complete automatic fire alarm and detection system.' 5. Bed and Breakfast Provide a complete automatic alarm and detection system. The system shall include smoke detectors, manual stations, door holders, local alarms, and I control panel. E. Computer Raceway I Provide raceways to allow access between non - contiguous accessible ceiling spaces.. Raceways shall consist of three (3) 2" conduit of their equivalent into each accessible space. -'� SECTION 16900 - MOTORS AND CONTROLS A.- Motors shall be provided by the contractor providing the equipment to be driven. B. Provide all disconnects, starters, and controls. Provide motor overloads sized for the equipment driven. Starters shall be full - voltage with thermal overload protection and external manual reset. Disconnects shall be provided for all external manual reset. Disconnects shall be provided for all utilization equipment and shall be a molded case, heavy duty swithc with quick -make, quick break mechanism with positive interlock. J END OF SECTIONS .j 9. Barns 'D' and 'G' Provide a system to monitor water flow and to siganl 1 an alarm condition. In the event the building is not fully sprinkled, provide a complete automatic fire alarm and detection system. i 5. Bed and Breakfast ( Provide a complete automatic alarm and detection. ' system. The system shall include smoke detectors, manual stations, door holders, local alarms, and`, control panel. E. Computer Raceway Provide raceways to allow access between non - contiguous accessible ceiling spaces. s Raceways shall consist of Y three (3) 2" conduit of their equivalent into each accessible space. l SECTION 16900 - MOTORS AND CONTROLS A. Motors shall be provided by the contractor providing the equipment to be driven. B. Provide all disconnects, starters, and controls. Provide motor overloads sized for the equipment driven. Starters shall be full - voltage with thermal overload protection and external manual reset. Disconnects shall be provided for all external manual reset. Disconnects shall be provided for all utilization equipment and shall be a molded case, heavy duty swithc with quick -make, quick break mechanism with positive interlock. END OF SECTIONS