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Home My WebLink About1988 07-07 EDAP Regular Session EDA AGENDA • THURSDAY, JULY 7, 1988 COUNCIL CHAMBERS 7 PM 1. Call to Order: 7 p.m. 2. Roll Call 3. Discussion Item: a. Schematic design and cost analysis of the Earle Brown Farm 4. Other Business 5. Adjournment ------------------ - ----------- EARLE BROWN FARM BROOKLYN CENTER PROJECT TIME LINE I TODAYS DATE: 02-Mav-88 <- ------- FEBRUARY 1988--- -- ---> C---- --- -- - - -- -MARCH 1988- ------ -- - - - -> <- -- ----- -APRIL 1980 ---------- <--- ---- - - - - -- -MAY 1988 --------------- <- - - - --- - JUNE 1988-- --- - - --- I OF WEEKS 1 8 15 22 1 8 15 22 29 4 11 18 29 2 9 16 23 30 6 13 20 27 ------------------------ ------------- I ------- ------- ------- I ------- I ------- I ------- I ------- I ------- ------- I ------- I ------- I ------- I ------- I ------- I ------- I ------- I ------- I ------- I ------- I ------- I ------- I ------- FEASIBILITY 1 2.0 WEEKS) I I I I lXXXXXXXIXXXXXXXI I I I I I I I I I SCHEMATIC DESIGN l 4.5 WEEKS) I I I I ixxxxxxxixxxxxxxilxxxxxxixxxxxxxixxxxxxxixxxxxxxixxxxxxxixxxxxxxiXXXXX.XIXxxxxxxixxxxxxxI I DESIGN DEVELOPMENT 110.0 WEEKS) I I I I I I I I CONSTRUCTION DOCUMENTS 110.0 WEEKS) I I I I I I I I I I I I I I I I BIDDING 4.0 WEEKS) I I I I I I I I I I I BID-ANALYSIS f 1.0 WEEKS) I I I I I I I I I I CONTRACT AWARD i 1.0 WEEKS) I I I I I I I I I I I CONSTRUCTION 165.0 WEEKS) 1 I I I I I I I I I I June 8, 1988 • HESKIN RESOURCE GROUP, INC. PROJECTED COSTS - FROM SCHEMATIC DRAWINGS tl WINSOR/FARICY ARCHITECTS EARLE BROWN FARM Building Construction Costs Site General $ 568,215 Bed & Breakfast 965,737 Barn "D" 283,913 Barn "G" 294,937 D d G Link 42,486 Blacksmith Shop 233,852 Barn "H" 242,198 Shop 8 H Link 45,234 Stable Restaurant 829,927 Hippodrome 2,480,761 Bunk House 28,826 Pump House 22.438 6,038,524 Site Improvements Sewer and Water (In Building Costs) Landscaping 105,910 Slgnage Allowance 40,000 Streets /Parking /Grading Walkways (In Building Costs) -- Site Lighting (In Building Costs) -- 6,184,434 Parking Ramp N.I.C. Office Tenant Improvements Allowance 426,250 • (17,050 s.f. @ $25) Furniture and Equipment Kitchen Equipment Bed b Breakfast 30,000 Hippodrome 310,000 Stable Restaurant 98.000 438,000 Bed and Breakfast Furniture (est.) 40,000 Convention Center N.I.C. Audio (Built In) 40,000 Audio Visual Equipment N.I.C. 518,000 Fees and Other Costs Accoustical Consultant 5,000 Architects and Engineers - Winsor /Farlcy 292,000 Landscape /Civil Engineer - Westwood 35,000 Construction Management - Heskln 365,000 Construction Supervisor - McGough 146,250 Soli Testing 12,000 Survey 12,000 Kitchen Consultant - Robert Rippee 20,000 Interior Design 40,000 Permits, SAC, WAC By Owner Historic Registration Costs N.I.C. _ Insurance 35,000 Real Estate Taxes By Owner 962,250 Contingency 250.000 Total Projected Costs $8,340,934 Parking Ramp Alternate 81 (Single Level) $1,575,000 Alternate 12 (Two level) $2,371.500 r I MC6OU6H CONSTRUCTION EARL BROWN FARM 6/7/88 PROJECT SITE BED # - BARK BARN D4G BLACKSMITH BARN SHOP 4 H STABLE HIPPODROME BUNK PUB.a SECTION DESCRIPTION TOTAL BREAKFAST 'D' '6' LINK SHOP H. LINK RESTAURANT HOUSE HOUSE 1 01000 GENERAL REQUIREMENTS _ 432,405 40,689 69,154 20,330 _ 21,120 3,042 16.746 17,343 31239 59,429 177,642 2,064 02070 DEMOLITION 138,042 6772 26947 8553 5460 0 5602 5074 0 22264 56992 2509 869 02150 UNDERPINNING 0 0 0 0 - 0 0 - 0 0 0 0 0. 0 b 02120 STRUCTURE RELOCATION 32,310 0 5,720 0 9,825 0 6.640 9,170 0 0 0 1,955 0 02220 EXCAVATION 57,039 22.000 5 5,033 5,522 0 4,015 5,517 0 3,200 34,952 1,740 0 02401 DEWATERING 17,100 0 0 0 0 0 0 0 0 0 17,100 0 0 02410 DRAINTILE 2.060 0 1,060 0 0 0 0 0 0 0 12,000 0 0 02444 FENCING, MAIN SATE 14,130 14,130 0 0 0 0 0 0 0 0 0 0 0 02461 WINDMILL 2,750 2,750 0 0 0 0 0 0 0 0 0 0 i1 02513 ASPHALT PAVING 78.354 76,354 0 0 0 0 0 0 0 0 0 0 0 02590 POND 16 16,630 0 0 0 0 0 0 0 0 0 0 0 02930 LANDSCAPING 0 0 0 0 0 0 0 0 0 0 0 0 0 03000 CONCRETE 4 FOR`4DRK 536,380 135 169 19475 11666 18 ?31 5483 55)3 19530 7256 36530 269410 2956 ?77 I 03200 REINFORCING STEEL 28,685 0 294 164 505 64 252 502 69 239 26,496 (00 0 03210 REINFORCING:REGH 1),902 0 0 465 1,212 70 453 1,212 40 1,761 6,360 200 0 04000 MASONRY 172,890 0 25311 7201 11109 1596 5 ?29 11109 1521 4625 99715 3592 103 r 0500 STRUCTURAL, Jui T 4 DECK 272,5557 0 0 0 0 4,200 0 0 7,560 32,550 228,677 0 0 t 05500 METAL FABRiiaTiUPS 60,200 0 770 18,480 0 0 6,9;0 0 0 13,850 20,160 0 G 061'0 CARPENTRY 506,092 0 215150 65931 71,139 693) 42910 33252 5626 163196 193643 5630 2334 r 46190 WOOD TRUSSES 10,800 0 4,800 0 0 0 0 0 0 6,000 0 0 G f 06400 ARCHITECTURAL WOODWORK, CABWiS, DOORS 184,100 0 67,200 121600 9,100 0 6,400 5,600 0 56,000 25,200 0 0 i 07160 WATERPROOFING, DAMPPROOFiRG 12,609 0 1,284 0 0 0 0 0 0 0 11,325 0 0 r 67200 INSULATION 1 45,210 0 131310 5,230 6,390 220 5,390 5,720 220 8,250 440 0 0 { 07250 SPRAY FIREPROOFING 23,923 0 0 0 0 0 0 0 0 G 23,923 0 0 1 07311 ROOFING, FLASRiNG 154,350 0 19,417 6,734 11,267 659 5,195 11,267 372 19,240 77,424 1,850 925 07800 SKYLIGHTS 15 0 0 3,000 3 0 3 3,000 0 3,000 0 0 0 07940 JOINT SEALANTS 9,575 0 1,650 660 660 100 660 660 100 1,650 31300 100 35 48100 STEEL DOORS, FRAMES k HARDWARE 70,825 0 11,351 6,647 4,742 0 6,402 2,621 0 11 27,171 0 649 08305 ACCESS DOORS ;ALLOWANCE) 5,125 0 1,125 300 400 100 300 400 100 1,200 1,200 0 0 '08310 SLIDING DOORSi FOLDING PARTITIONS 47,000 0 0 0 0 0 0 0 0 5.000 42,000 0 0 08333 COILING COUNTER SHUTTERS 2,500 0 0 0 0 0 0 0 0 0 2,500 0 0 06360 OVERHEAD DOORS / SIDE COILING DOOR 15,438 0 0 0 0 0 0 0 0 0 15,438 0 0 08615 WOOD WINDOWS 111011 0 29,749 16,094 12,875 0 16,030 10,305 0 32,056 0 0 0 08800 GLASS 4 GLAZING 136,290 0 39,600 0 0 7,040 0 0 7,040 6,820 75,790 0 0 09250 DRYWALL, PLASTER 98,999 0 16,446 10,910 10,890 0 7 9,857 0 27,731 15,400 0 0 09310 CERAMIC 6 QUARRY TILE 108,790 0 15,290 5,280 0 3,520 51720 0 3,520 16,280 59,180 0 0 09400 TERRAllO 66,220 0 18,370 0 0 2,860 0 0 1,870 1,540 41,580 0 0 09510 ACOUSTICAL CEILINGS 13,722 0 0 0 0 0 0 0 0 1,504 12,218 0 0 09550 WOOD FLOORING 3,426 0 3,426 '0 0 0 0 0 0 0 0 0 0 ` 09650 RESILIENT FLOORING, CARPETING 62,527 0 - 10,632 0 0 0 0 0 0 21,205 30,690 0 0 J 09900 PAINTING 226,800 8,200 95,500 8,900 6,400 2,200 9,500 7,900 2,200 23,100 52,500 4,000 4,400 ' 09980 SANDBLASTING 39,000 0 0 0 0 0 0 0 0 13,500 22,000 0 3,500 10200 LOUVERS 4 VENTS (ALLOWANCE) 14,400 0 800 400 400 0 400 400 0 5,000 7,000 0 0 10440 SPECIALTY SIGNS (ALLOWANCE) 5,000 0 1,000 250 250 0 250 250 0 1,000 2,000 0 0 10500 LOCKERS .4,200 0 600 0 0 -0 0 0' 0 1,800 1,800 0 0 10522 FIRE EXTINGUISHERS 4,000 0 1,000 300 300 0 200 300 0 600 1,200 100 . 0 10800 TOILET ACCESSORIES 17,925 0 2,925 750 750 0 750 750 0 7,200 4,800 0 0 11160 DOCK EQUIPMENT 12,210 0 0 0 0 0 0 0 0 0 12.210 0 0 11400 FOOD SERVICE EQUIPMENT 0 0 0 0 0 0 0 0 0 0 0 0 0 11452 LAUNDRY EQUIPMENT 2,400 0 2,400 0 0 0 0 0 0 0 0 0 0 12510 BLINDS 4 SHADES 21,960 0 16,500 0 0 0 0 0 0 2.400 3,060 0 0 I I MCBOUBH CONSTRUCTION EARL BROWN FARM 611/88 PROJECT SITE BED & BARN BARN P&G BLACKSMITH BARN SHOP & H STABLE HIPPODROME BUNK PUMP SECTION DESCRIPTION TOTAL BREAKFAST 'D' G. LINK SHOP H. LINK RESTAURANT HOUSE HOUSE ------ --------- -- --- ---- ---- - ---- -- -- ---- --- ---- --- ------ --- -- --- ------ - - ------ -- ---- ------ ----------- 14000 ELEVATORS 114,000 0 0 0 0 0 0 0 0 0 114,000 0 0 15000 MECHANICAL = SITE UTILITIES 177,521 117,521 0 0 0 0 0 0 0 0 0 0 0 15000 MECHANICAL - PLUMBING & HEATING 808,921 0 160,620 44,%0 55,000 2,000 - 48,000 59,360 - 2,000 111,396 324,985 0 1,000 15500 FIRE SPRINKLER 85,600 0 18,800 6,000 4,500 500 3,500 4,300 500 10,500 37,000 0 0 16000 ELECTRICAL 522,000 10,000 43,000 11,500 22,000 2,000 64,000 17,500 2,000 97,000 290,000 2,000 5,000 16000 ELECTRICAL - SITE LIGHTING 58,000 58,000 0 0 0 0 0 0 0 1 0 0 0 0 - ----- --------- --------------- -- ---- ---- ---- - ---------- - ------- - ---- ------ - ----- - ----- -- - - ---- ---- - -. SUBTOTAL $6,038,523 ' 6568,215 $965,737 $283,913 1294,937 $42,486 $233,852 $242,198 ' $45,234 $829,927 12,480,761 $28,826 $22,438 CONTRACTORS FEE 0 0 0 0 0 0 0 0 0 0 0 0 0 SUBTOTAL 16,038,523 - :1568,215 - $965,737 $283,913 1294,937 $42,486 $233,852 $242,198 $45,234 1829,927 12,480,761 $28,826 $71,438 BOND 0 0 0 0 0 0 0 0 0 0 0 0 0 RISK INSUR. 0 0 0 0 0 0 0 0 0 0 0 0 0 CONTINGENCY 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------ --- -- --- - -- - ---- -- TOTAL $6,038,523 $568,215 $965,737 $283,913 $294,937 $42,486 $233,852 $242,198 $45,234 $829,927 $2,480,761 $28,826 $22,438 COSTi SF $73.37 < $66.65 $53.57 $59.58 $69.65 $82.05 $49.94 $86.99 $78.89 $66.67 $48.04 156.10 82,300 SF 14,490 SF 5,300 SF 4,950 SF 610 SF 2,850 SF 4,850 SF 520 SF 10,520 SF 37,210 IF 600 SF 400 SF .PROJECT SITE BE< & BARN BARN D &B BLACKSMITH BARN SHOP & N STABLE HIPPODROME BUNK PUMP c TOTAL BRcA FAST 'D' G. LINK SHOP 'H' LINK RESTAURANT .HOUSE HOUSE 1 vzx f I I June 8, 1988 EARLE BROWN FARM HARD CONSTRUCTION COST CATEGORY ANALYSIS SCHEMETIC PRICING #1 "HIPPODROME °FOUNDATION <615,843.00> Sprinkler, elevators, quarry tile, H.M. doors 8 hardware, electrical, sprayed fire - proofing, waterproofing, miscellaneous metals, structural steel, masonry, rebar, concrete, drain tile, de- watering, excavation, frost footing, demo, °CARPET /TERRAZZO <21,220.00> A ° MECHANICAL Plumbing 25,000.00 ( HVAC 60,000.00 <85,000.00> - KITCHEN EQUIPMENT <310„000.00> Total <1,032,063.00> OO HORSE BARN ° RESTAURANT - equipment <98,000.00> ° MECHANICAL Plumbing 17,000.00 HVAC 18,000.00 <35,000.00> Total <133,000.00> O ° OFFICE BARN Renovation /New Construction off BARN x <7,771.00> G BARN <7,771.00> O BLACKSMITH <8,285.00> OD BARN <4,416.00> ° ALTERNATE - MECHANICAL t Delete radiation heat /add ducted heat coils <13,000_.00> I Total <41,243.00> Earle Brown Farm Hard Construction Cost Category Analysis Page 2 June 8, 1988 °*BED & BREAKFAST °CARPET /TERRAZZO <15,570.00> ° REDESIGN CONNECTING LINK STRUCTURE <14,051.00> °BASE MECHANICAL Subtotal <29,621.00> Plumbing 62,984.00 HVAC 98, 000.00 Total 160,984.00 °ALTERNATE 1 Eliminate chiller, revise coils, <20,000.00> alternative condensers "ALTERNATE 2 Through wall incremental heat units <40,000.00> 'KITCHEN EQUIPMENT <30,000.00> f "GENERAL °FIRE SPRINKLER SYSTEM °BUNKHOUSE °NEW CONSTRUCTION /OFFICE PARK MEMORANDUM TO: Gerald G. Splinter, City Manager FROM: Brad Hoffman, EDA Coordinator 'tom DATE: June 30, 1988 SUBJECT: Schematic Design and Cost Analysis of Earle Brown Farm At the July 7, 1988, joint meeting of the EDA and the Earle Brown Farm Committee, we would like to cover a number of subjects and will be anticipating a final action relative to programs (building use). The schematic design phase of the project is complete and has been reviewed with most of you. Since that time, Heskin Resource Group, Inc. has completed a cost analysis of the program. With the cost data and some additional financial information to be received July 6, 1988, from Springsted, it will be necessary to give a final directive relative to the program before any further work can go forward. Assuming an acceptance by the EDA of the schematic design, the architects can start the hard line drawings for the project leading to bid documents for this fall. The schematic design for the farm as developed by the architect reflects a number of diverse program requirements established by • the EDA. As you are aware, a number of design problems had to be overcome in order to accomplish all of the requirements established by the EDA. Some of the problems included: parking, kitchen facility size and location, public uses, and income generation. Since the completion of the design and its acceptance by the citizens committee, Heskin Resource Group, Inc. has completed its cost breakdown for the project. Without any changes to the program, the construction cost of the project will be an estimated $6,831,914. Not included in that figure are additional costs for furniture and fixtures, parking ramps, taxes, pre - opening expenses, and a trust fund for the farm. A total development cost for this project will run approximately $9,861,914. The tax increment district has a bonding capacity of approximately $4.5 million with a net to the EDA of approximately $4.2 million. Current and anticipated funds available to the EDA amount to an estimated $3,030,000. This project as currently programed is about $2,631,914 short. Obviously, some modification of the project needs to be addressed. In the cost analysis of Heskin Resource Group, Inc., the staff has anticipated a scaling back of the bed and breakfast; the elimination of the restaurant, the blacksmith's shop, and the bunk house; and the downgrading of the D barn from a finished • office building to a structurally sound storage facility. Prior - to this modification, the total cost was an estimated $11,265,934. P 4 Memo to Gerald Splinter Page 2 June 30, 1988 If we eliminate the G barn, build the trust fund as monies become available, and consider a different funding source for parking, we will be looking at, a development cost of approximately $7,249,748. Deducting available funds of $3,030,000 gives a cost of $4,219,748 or a bond issue of approximately $4.5 million. However, $322,000 of the available monies are in the form of a contract for deed due in 1990. There are several considerations available to the EDA relative to the $322,000 which will be discussed Thursday evening. The questions before the EDA will be whether the schematic design is consistent with the recommendations of the citizens committee; whether the staff- recommended cuts are acceptable; and whether the program as now proposed is still acceptable given cost constraints. I hope to provide a more specific breakdown of cost and financing needs after receiving information from Springsted. Should any of you have any questions or thoughts you would like me to research prior to the meeting, please call me. z 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 PRICING #2 i. I- JUNE 13, 1988 Corrected Copy ( 1295 Bandana Boulevard North, Suite 335 I I St Paul, Minnesota 55108 (612) 642 -9505 Ir June 13, 1988 HESKIN RESOURCE GROUP, INC. PROJECTED COSTS - FROM SCHEMATIC DRAWINGS #1 WINSOR /FARICY ARCHITECTS _ EARLE BROWN FARM - BUILDING CONSTRUCTION COSTS Site General $ 568,215 Bed & Breakfast 703,701 "D" Barn 128,150 "G" Barn 287,166 D & G Link -0- Blacksmith Shop -0- "H" Barn 234,427 Shop & H Link 3,520 Stable Restaurant /revised 549,672 Hippodrome 2,417,818 Bunk House 1,910 Pump House 22.438 4,917,017 SITE IMPROVEMENTS Sewer and Water (In Building Costs) - -- Landscaping 105,910 Signage Allowance 40,000 Streets /Parking /Grading Walkways (In Building Costs) Site Lighting (In Building Costs) 5,062,927 PARKING RAMP N.I.C. CFFICE TENANT IMPROVEMENTS ALLOWANCE 222,500 (8,900 sf @ $25.00) FURNITURE and EQUIPMENT Kitchen Equipment Bed & Breakfast 5,000 Hippodrome 310,000 Stable Restaurant -0- 315,000 Bed & Breakfast Furniture (est.) 40,000 Convention Center. N.I.C. Audio (built In) 40,000 _Audio Visual Equipment N.I.C. 395,000 - r y . Earle Brown Farm /Projected Costs cont. June 13, 1988 FEES AND OTHER COSTS _ = Acoustical Consultant -5,000 _ Architects and Engineers - .Winsor /Faricy 251,341 Landscape /Civil Engineer - 35,000 Construction Management - Heskin 344,896 Construction Supervisor - McGQugh 146,250 Soil Testing 12,000 Survey 12,000 Kitchen Consultant - Robert Rippe 20,000 Interior Design 40,000 Permits, SAC, WAC By Owner Historic Registration Costs N.I.C. Insurance 35,000 Real Estate Taxes By Owner 901,487 CONTINGENCY 250.000 TOTAL PROJECTED COSTS 6,831,914 ----------------------------------- PARKING RAMP Alternate #1 (Single Level) $1,575,000 Alternate #2 (Two Level) $2,371,500 i June 13, 1988 EARLE BROWN FARM HARD CONSTRUCTION COST CATEGORY ANALYSIS - TOTAL COST (6/8/88 est) 965,737 ° Reduce by 4 units Guest House <131,825> 'Reduce Trellis <30,701> (35 %) ° Redesign Trellis Wood vs. Curtain Wail <4,917> °Carpet vs. Terrazzo <5,450> *Delete Gazebo <17,907> *Delete Bunkhouse Demo <26,236> -- - °Alt. to Res. Condenser "-- `-- vs. Chiller *Down Grade to Standard Reg. Kitchen <25.000> <262,036> Revised Cost Estimate 703,701 n n BARN TOTAL COST (6/8/88 est) 283,913 'Reduce Spec to unfinished storage <155,763> Revised Cost Estimate 128,150 DF�1.1lIF D_�S_1.1.df� TOTAL COST (6/8/88 est) 42,486 'Delete Connection <4 2,486> Revised Cost Estimate -0- I r June 13, 1988 EARLE BROWN FARM SCHEMATIC ROUND #2 TOTAL COST (6/8/88 est) 294,937 *Deduct reconstruction vs. Demo --- _ 1,171 > Revised Cost Estimate 287,166 BLA_CK�LN I TH SHOP TOTAL COST (6/8/88 est) 233,852 *Delete ��, 8 �> Revised Cost Estimate _p_ BL CKSM I T 8 nH�� ( TOTAL COST (6/8/88 est) 45,234 *Delete <41 • 714 > Revised Cost Estimate 3,520 nHn BARN TOTAL COST (6/8/88 est) 242,198 ° Reconstruction vs. Rehab <7,77i> Revised Cost Estimate 234,427 �L �BE,S TAL�RANT TOTAL COST (6/8/88 est) 829 'Reduce trellis to wood $ shingles <11,640> ° Delete kitchen at stable <170,615> *Delete kitchen equipment <98 - QD > Revised Cost Estimate 549,672 I - June 13, 1988 EARLE BROWN FARM - SCHEMATIC 12 _ HIPPODR� - - TOTAL COST (6/8/88 est) 2,480,761 '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 B UNK HOUSE TOTAL COST (6/6/88 est) 28,236 'Demo b Delete <26,3 Revised Cost Estimate 1,910. - I I June 13, 1988 EARLE BROWN FARM HARD CONSTRUCTION COST CATEGORY ANALYSIS SCHEMATIC PRICING #2 - DEDUCT ALT #1 O° HIPPODROME °FOUNDATION „ <615,843.00> Sprinkler, elevators, quarry tile, H.M. doors $ hardware, electrical, sprayed fire- proofing, waterproofing, miscellaneous metals, structural steel, masonry, rebar, concrete, drain tile, de- watering,, excavation, frost footing, demo. * MECHANICAL Plumbing 25,000.00 HVAC 60,000.00 <85,000.00> - KITCHEN EQUIPMENT <310,000.00> Total <1,010,843.00> II PRELIMINARY OUTLINE STRUCTURAL SPECIFICATIOJ Earl Brown Farm Outline Summary of structural work. I. Hippodrome: _ R. EHlsting Structure: 1. Replace damaged roof deck (35 %) New 2" nominal (1 7/16" actual) solid wood deck. 2. Add 1 - new 2x12 purlin at 48 " o /c. 3. Rpply 3/4" plywood ouer 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 ouer partition wall. 7. Tuck point, repair and clean all masonry at west and south walls. 8. Shore and support roof structure at north and east well. Demolish wails at new construction limits. Rebuild north and east masonry walls. B. New Construction: 1. Basement Area: a. 8" poured concrete foundation wails. b. 4" slab on grade. c. New footing - 4' -0 x 5' -0 x 16" and new masonry pilasters to existing roof trusses. 2. Ground floor area: a. 12" precast plank with 2" non - structural topping _ ouer basement area. _ b. 4 slab on grade. r 3. Roof a � ver new construction. 1 1/2" - 20 go mti deck. Steel Joist, Steel beams and Columns. I1. Stable Building R. Remove existing roofing material B. Repair damaged roof deck (20 %) C. Remove existing roof structure over central barn area 0. Plumb and reinforce existing wells 1 new 2 H 6 stud at 40 "o /c. E. Provide 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. fldd 2 H 8 collar ties and 2 - 2 H 4 web members at j 24 "o /c. 2. Reinforce existing support beams with 2 - 2 H 12. H. Reinforce floor structure over north and south stables: 1. fldd 1- 2 H 10 at 24" o/c at the east and west bay of the floor. 9 2. Add 1/2" plywood sheathing over floor. J. Ground floor: 1. Provide 4" slab on grade at north and south stables. 2. Provide concrete topping over slab at central barn. K. Sandblast all interior areas. L. Repair or repince damaged members. M. Apply 3/0' plywood sheathing at interior face of all builidng corners to 8' from corner. 111. "II" Barn: R. Move If barn: 1. Brace all columns and wall members. 2. Raise off of existing foundations. 3. Rotate 90% and move to proper postion. ' B. Construct new foundations. 1. -16 H 10" perimeter footings 42" below grade. 2- #5 2 reinforce. 2. 8" masonry foundation wall. 3. 12 - 3' -0 H 3' -0 H 12" column footings. 8" H 8" H 16" high masonry pier to exis ting columns. C. Reinforce existing roof structure. 1. Rdd 2 x 8 collar ties and 2 = 2 x 4 web diagonals at 24" a/c within central bag. y 2. Rdd 1 row 2- 1 3/4 x 11 718 micro -lam beam at each outside bay. Proulde 12 - 4 H 4 post struts to support micro -lam beams. ( 1 at each misting column). D. Reinforce mezzanine structure for support of mechanical equipment if necessary. Add 2 H 8's as required. E. Repair or replace damaged members. F. Sandblast all interior spaces. G. Rpplg 3/8" plywood to Interior side of end walls 16' from each corner. H. Apply plywood sheathing on floor of mezzanine. J. Proulde new 4" slab on grade. IV. "G" Barn: R. Remove existing roofing. B. Replace rotted roof deck. (500) new 3f4" plywood. C. Reinforce existing roof framing. Similar to "H" barn. 0. Shore and support structure for new foundation work. E. Proulde new 6 H 6 posts from footing to roof beam. F. Reinforce mezzanine structure for support of mechanical equipment If necessary. Add 2 H 8's as required. G. Repair or replace damaged members. H. Sandblast all interior spaces. J. npply 3/8" plywood sheathing to interior side of end walls, 16' from each corner. K. apply plywood sheathing on floor of mezzanine. L. Prouide new 4" slab on grade. U. "0" Barn: R. Reinforce existing framing 3 1. Odd 2 H 6 at 48' o/c 2. Odd 2 H 8 collar ties and 2 - 2 H 4 web diagonals at 24 "o /c. 0. New loft framing. 1. 2 H 10 at 16" a/c ,joist. 2. 3 - 1 3/4 H 11 7/8 micro -lam beams between eHisting columns. C. Reinforce 3rd level floor at south bay. 1. Odd 2 H 8 at 16" o/c ,joists. 2. Odd 2- 1 3/4 H 11 7/8 micro -lam beams to. eHisting beam. 0. Reinforce 2nd level floor framing. 1. Odd 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 %). 6. Rpply 3/8" plywood over eHSting floor areas. H. Replace rotted or damaged roof sheathing.0 5 %). 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 cont reinforcing. 3. 8" block masonry foundation wall K. New 4" slab on grade. 1. Remove eHisting plank flooring and sleepers. 2. Provide gravel subgrade. L. Replace damaged or rotted members. M. Sandblast all interior areas. ` N. Apply 3/8" plywood sheathing at interior walls at each corner to 16' from corner. U1. Water.Tower and Pump [louse: O. Replace roofing material. 4 6. Inspect and repair eHisting roof structure as required. C. Tuck point and repair perimeter walls, interior and eHterior. 0. Sandblast eHisting Water Tower frame and tank. E. Check and tighten ail eHisting connections. F. Rdd 10' to height of eHisting tower. 1. Remove tank. 2. Add 4 struts. Each consisting of 21.5 H 3 1/2 H 3/8" angles back to back. 3. Add 1 " diameter H- bracing between new struts. 4 sides typical. 4. Prouide platform for tank. 4 - W 12 H 31 platform frame. reuse 6 - W10 eHisting platform members. 5. Replace tank. G. New 4" slab on grade. H. Housekeeping pads for equipment. Ulf. Bed and Breakfast: R. Main Residence: 1. Remove eHisting 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 cant reinforcing. b. 12" concrete block foundation walls #6 -at 48" o/c uertical reinforcing. c. 3 - interior pad footings. - _ 3' -0 H 3' -0 H 12" 3. Repair any damaged members. 4. Replace damaged roof sheathing (5 %). 5. Reinforce second floor ,joists over Iiuing room. . a. Add °2 lines - 3 - 1 3/4 H 11 7/8 H 12' -0 micro -lams. = C. Guest House 1. Reconstruct 2nd story and roof. 0_7 a. Remove eHisting roof (2nd floor) sheathing. b. Repair damaged floor joists (30 %) 2 H 10's at 16" o /c. c. New floor sheathing. 5/8" plywood. d. Construct new 2nd floor walls. Conventional framing. e. Construct new roof framing. Pre- engineered trusses at 24" o/c 5/8" roof sheathing. 0. Garage Building: 1. Remove roofing material. 2. Repair any damaged roof sheathing (5 %). 3. Reinforce eHisting r000f structure. 2 lines - 3- 2 H 12 H 38' beam. 4. Provide new foundation. a. 16" H 10" perimeter footing 42" below grade. 2 - #5 cont reinforcing. b. 8" masonry foundation wails to grade. ' S. 4" slab on grade. E. Tunnel: 1. Repair tunnel walls and roof as required. 2. Construct new walkway nclosure over tunnel with y w decks and gazebo. New 4" slab on grade sidewalk over tunnel 3. Provide connection between tunnel and basement at foremans quarters. Vi l 1. Bunk House: R. Demolish eHisting floor structure. D. Move to new location. C. Provide new foundation. 1. 16" H 10" footing 2 - #5 cont reinforcing. 2. 8" masonry foundation walls to 42" below grade. 3. 4 - 8" H 8" piers to -1' -6 H 1' - footings to support 'porch posts. � 6 , D. Proulde new 4" slab an grade. E. Repair or replace damaged members. itl. Barn "C" A. Prepare for moue 1. Gut interior, remove brick etc. 2. Brace columns and walls. B. Moue to new location. C. New foundation. 1. 16" H 10" perimeter footings. 2 - #5 reinforce 2. 8" masonry foundation wall to grade level.. 3. 8 - 3' -0 H Y -0 H 12" pad footings. \ 0. Reinforce eHisting 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 0 5 %). 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 11 7/8 micro -lams. 3. Apply new 1/2w plywood over new floor joists. Apply 310" over eHisting floor areas. G. New 4" slab on grade. H. Replace damaged or rotted members. J. Sandblast all interior areas. K. Rebuild brick chimney. L. Apply 3/8" plywood sheathing at interior wallls at each corner to 8' from corner. V t t All wood ,joists rafter and beams: No 2 Hem -Fir or equal. All wood studs: Stud grade Item -Fir. All concrete: f - 3000 psi for footings and interior slab on grade. f'c - 4000 psi for walls, piers and exterior concrete. concrete exposed to weather shall have 5 % to 7% entrained air Masonry construction: fm 2500 psi pri sm strength. Ail steel plates, shapes or bars: fy - 36,000 psi A36 8 - I _..�. IS I f w.,,.,..., I� I r� r Name Regis f�szrx•r Proje No. -�� r� :..2 •mod_ _-_,-- � -- ® , Section Stc '°rim '��r. rr�a.•�..sn�ert�►�•�sc e^".'"r_" 7L9L"fiiSL�Tc �.'X'_^.ig .TPS2'C�` [*.ZA L ° '_'..5+�..L'YC..'L:.T7':3'!:t �; i�. t�"^. r..: � r.. -, .. �... o� ��.._..rr�.•�.aar�n. .z�Q - I __• � `. E.A. G o L.. )� S ection Barn 'H" South Elevc -x.24 ok La F'j" • Section Barn "D" Sec rig - - - -- i Section Barn "C" South 24 May 000 1, F'ESTORATION AND REDEVELOPMENT OF EARLE BROWN FARM OUTLINE SPECIFICATION DIVISION 2 Si tework 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 wall 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 oo:s and new o p e ting c po g g p 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 perimeter of the Hippodrome basement. Water will be conveyed to a sump in 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 canopies, connecting links, addition to Farmhouse, and Gazebo) and relocated (G Barn, H Barn, Blacksmith Shop, Bunkhouse, and Foremen's House) structures. Provide concrete foundation walls and footings at Hippodrome basement, including any underpinning. Refer to structural for additional information. B. Structural Concrete Provide concrete columns 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 g; po _ Shop and'D' Barn) and exterior concrete block surfaces at Hippodrome. _ D. Curtain Wal! - Exterior %vails of the Hippodrome lobby and other connecting links will be anodized aluminum curtain wall with tinted, tempered in-rilating glass. DIVISION 9 Finishes A. Floors - Existing hardwood flooring in the Earle Brown House living room and 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. 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 w i l l be carpet. Toilet rooms wi I.I 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 the floors with non -slip grit. Floors in the receiving area, basement storage, and mechanical spaces will be sealed concrete. A budget allowance of $18 per yard will be provided for carpeting. 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 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 - ail painted. D. Unfinished Spaces - The interiors of the Pump House and Bunk House will remain unfinished. 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. Toiit partitions ` i=. 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 C. Laundry equipment 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. 3 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 #. The 4,000 # elevator is to have plastic laminate wall panels and will provide handicapped access to the basement level. DIVISION 15 Mechanical Systems A. Provided by mechanical consultant. DIVISION 16 Electrical Systems A. Provided by electrical consultant. RESTORATION- AND - REDEVELOPMENT -OF EARL BROWN 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 matccing 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 matching screwed 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" dial, calibrated for two times working pressure. 9: Thermometers shall be red reading luecury, adjustable angle, 9 cast aluminum case, 30F to 30OF range with 5F maximum scale division. Provide thermometers at water heaters, boiler supply and return 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 all equipments. I. Access Panels 1. Access panels shall be provided by General Contractor. Mechanical Contractor shawl 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-AND--WIRING 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 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 MECHANIC INSULATION A. General 1. All insulation shall be tested in accordance with ASTM E84, NFPA 255 and UL 723, Flame Spread: 25 or less, Smoke Developed: 50 or less. B. Piping 1. Hot water, cold water,' circulating hot water, 1" thick Fiberglass with AP jacket. 2. 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 catholically 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. v 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" thick 4# density glass fiber for operating temperature of 1000F. Insulation shall be covered with 1 galvanized poultry netting, and finished with " thick coat of hard finish insulating . 1/2 th 9 cement. L r. t i ( i 15300 FIRE 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 from each building and extend to Fire Protection System. 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 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 one 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. 1 3. Above grade piping to be type L copper. Galvanized steel pipe may be used for piping 3 and larger. 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 lied 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 PLUMBI14G 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, 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. t 6. wall Hydrant -- Woodford, Josam. 7. Faucets, Trim -- Chicago, Speakmann, Symmons, Powers. 8. Bathtubs in Bed and Breakfast shall be whirlpool type C. Provide chrome plated supplies with stop valves at all fixtures. 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 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 EQUIPMENT A. Provide A.O. Smith, or equal, Lochinvar or State gas - fired water heaters with all accessories for the i following buildings. 1L 1. Hippodrome and Stable - combined system 2. Bed and Breakfast B. Provide circulating hot water pump controlled by a clarrp- 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. C 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. 2. Kitchen facilities in Hippodrome including make -up. air system, cooking and water heating. 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 - Ile 1. Air separator shall be Bell and Gosset, or equal, Rolairtrol. i 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 Mechanical Contractor. 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. 15 575 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. 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 shall be as fo 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. Barns 'C', 'H`, 'D', 'G' and Bed /Breakfast - 60 tons. 15830 HEATING TERMINAL UNITS A. Provide heating terminal units as required to distribute heat to all areas of the building. Provide cabinet type unit heaters in public spaces, horizontal propellor type unit heaters in storage and utitity spaces, and baseboard radiation. B. Baseboard radiation shall be provided in Hippodrome -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 serve the Hippodrome Building. One unit shall serve the Exhibit Hall, one shall serve- the lobby and one shall serve the basement. I 2. For the Stable, provide three air handling units. One single zone unit shall serve the kitchen, one single zone unit shall serve the restaurant, and one variable air volume unit shall serve the office and miscellaneous spaces. 3. One variable air volume unit shall serve Barn 'H' and Barn 'C'. 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 3 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 outside air dampers. G. Furnish frequency controllers for each packaged air handling unit for variable air volume control. 15870 POWER VENTILATORS _ A. Provide power ventilators as required to exhaust air from toilet rooms, kitchen and dishwasher hoods and miscellaneous spaces. 1 5880 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: t DUCT WIDTH ( ") U.S. STANDARD GAUGE 0 to 12 #26 13 to 30 #24 31 to 54 #22 55 to 84 #20 Over 84 #18 C. Ducts up to' 30" shall have locked seams, and ducts 31" and wider shall have gtanding 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 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 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 rating of fire separation. Refer to Architectural Drawings for locations of fire walls. 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 %,, 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. 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 be complete with electric heating coil, control valve and thermostat. 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 units shall 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 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). 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 based on an occupied- unoccupied sequence as follows: 1. During the occupied mode the fans shall run continuously. A discharge and enthalpy controller in conjunction with a heating coil, outside and return air damper shall maintain a 60F supply air temperature. Unit shall have a freezestat. 2. 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 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. r 15993 AIR SYSTEM . TESTING /ADJUSTING AND . BALANCING 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 Balance Council. B. Final test analysis reports shall include a letter of certification listing instrumentation used and last date of calibration. END OF DIVISION 15 : • RESTORATION AND REDEVELOPMENT OF EARL BROWN FARM DIVISION 16 - ELECTRICAL SECTION 16050 - BASIC MATERIALS AND METHODS A. Raceways and Fittings: Steel conduit (rigid, IMC, and EMT) shall be galvanized, inside and outside. Plastic conduit shall be PVC for- direct burial applications. All conduit shall have the necessary components needed for an integral raceway system. B. Outlets and Boxes: Each receptacle and other special outlets shall be equiped with a galvanized steel outlet box of the knockout type with plaster ring and erected 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 the applied voltage. SECTION 16100 - 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 the 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 20 volt ( ) 1 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. Le P. Restaurant: Indirect fluore °cent general lighting and incandescent. Fluorescent fixtures shall be circuited for multi -level lighting. f. Kitchen: Enclosed fluorescent. g. Office: Fluorescent. 2. Barns 'C' and 'H' Fluorescent, recessed fixtures with fluorescent cove lighting along the..- central raised area. 3. Barns 'D' and 'G' Fluorescent, recessed fixtures with fluorescent cove lighting along the central raised ceiling area. 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. F_ Area lighting in the quadrangle south of the pond shall be decorative, incandescent fixtures on steel poles (10'- 14'). SECTION 16630 - BATTERY POWER SYSTEMS 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 - COMMUNICA:TIONS A. Telephone 1. Provide empty conduit for service by the utility to the point of 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. ] • X41 l I 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,:5tubs into accessible ceiling space on each side of each barn from the telephone s -ervice point in each buidling. 4. Barns 'D' and 'G' 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. S. 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. ( F i 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 control panel. E. Computer Raceway Provide raceways to allow access between non-contiguous a accessible ceiling spaces. Raceways shall consist of three (3) 2" conduit of their equivalent into each accessible space. SECTION 16900 - MOTORS AND CONTROLS t "A. Motors shall be provided by the contractor providing the equipment to be driven. 'B. Provide all disconnects starters and controls. Provide tt.: motor overloads sized for the equipment driven. Starters n 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 r 4. Barns 'D' and 'C' 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 control panel. E. Computer Raceway 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. END OF SECTIONS s -