2017 NASRF Hatchery Buildings_Drawings.pdf
PDF 2 MB Posted
- Solicitation number
- IFB1 PMAA 2017000283 3
- Issued by
- Alamosa County, Colorado
About this file
Summary of 2017 NASRF Hatchery Buildings Drawings
This document is a set of architectural and engineering drawings for the Colorado Parks and Wildlife's 2017 Hatchery Buildings project located in Alamosa, Colorado at 6655 South County Road 106 (latitude 37°28'37"N, longitude 105°56'45"W). The project encompasses the design and construction of two primary structures: an Isolation Building and a Fish Staging & Pit Tagging Building. The drawings contain 14 sheets of detailed plans including site maps, floor plans, foundation plans, electrical and heating plans, building elevations, and construction details. The Isolation Building design includes specialized features such as an effluent collection vault to accommodate two UV devices, multiple floor drains with specific slope requirements, hot and cold water supply systems, and gas heating infrastructure. The Staging Building is designed to accommodate 12-foot diameter tanks (to be supplied and installed by the owner at a later date) and includes similar utility infrastructure. Both buildings feature metal roofing and siding, insulated overhead doors, LED lighting systems, gas-fired infrared heaters, industrial exhaust fans, and concrete slabs with specific drainage specifications.
The drawings specify concrete slabs with a minimum 4500 PSI strength, R-29 sidewall insulation and R-32 roof insulation for both buildings, water-resistant fiberglass reinforced panel (FRP) wall paneling to 8 feet above finished floor, and detailed drainage systems with slope requirements of 0.5 to 8 percent. Key project contacts include Ted Smith (Hatchery Manager, 719-587-3392), Tim Vrudny (Project Manager, 970-375-6719), and Jordan Hasz (Design Engineer, 303-291-7393). The project notes indicate that fill earthwork can be obtained onsite and that contractors are responsible for providing electrical layout drawings for state electrical permits. All dimensions shown are noted as estimates subject to change at time of construction. Supply lines must be buried below frost elevations or protected with 2-inch blue board insulation, and the contractor must call 811 before digging for buried utility notification.
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AutoCAD SHX Text Project Address: 6655 South County Rd 106 6655 South County Rd 106 Alamosa, Colorado 81101 Project Location: Latitude: 37 28'37" N 37°28'37" NLongitude: 105 56'45" W105°56'45" W
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PROJECT LOCATION
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PROJECT LOCATION
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PARKS & WILDLIFE PROJECT CONTACTS
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ENGINEERING SECTION
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TED SMITH, HATCHERY MANAGER
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TIM VRUDNY, PROJECT MANAGER
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JORDAN HASZ, DESIGN ENGINEER
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2017 HATCHERY BUILDINGS
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COVER SHEET
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AutoCAD SHX Text FOR BURIED UTILITY INFORMATION CALL 811 BEFORE YOU DIG UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) OR COMMON GROUND ALLIANCE (CGA)
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Staging Building - Building Details
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2017 HATCHERY BUILDINGS
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ISOLATION BUILDING SITE MAP
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AutoCAD SHX Text NOTE: ALL DIMENSIONS ARE ESTIMATES AND ARE SUBJECT ALL DIMENSIONS ARE ESTIMATES AND ARE SUBJECT TO CHANGE AT TIME OF CONSTRUCTION PROJECT LOCATION: LATITUDE: 37 28'37" N 37°28'37" NLONGITUDE: 105 56'45" W105°56'45" W
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EXISTING 6" WATER LINE TIE INS
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PIPE PENETRATION POINT TO BE DETERMINED ON SITE BY PROJECT MANAGER
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4"X4" PVC TEE WITH DRAINAGE VALVE
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6"X4" PVC REDUCER
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4" PVC ELBOW
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TANK PAD & STAGING SITE MAP
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FISH STAGING & PIT TAGGING BUILDING SITE MAP
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AutoCAD SHX Text NOTE: ALL DIMENSIONS ARE ESTIMATES AND ARE SUBJECT ALL DIMENSIONS ARE ESTIMATES AND ARE SUBJECT TO CHANGE AT TIME OF CONSTRUCTION PROJECT LOCATION: LATITUDE: 37 28'37" N 37°28'37" NLONGITUDE: 105 56'45" W105°56'45" W
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FISH STAGING & PIT TAGGING BUILDING
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EXISTING VALVE LOCATION
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FLOOR PLAN
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EFFLUENT COLLECTION VAULT
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CHAMBER TO ACCOMMODATE TWO UV DEVICES
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6" PIPE WITH PLUG VALVE
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4" FOOT BASIN
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AutoCAD SHX Text NOTES: 1 FT EXTERIOR STEM WALL SHALL REMAIN ABOVE ALL TOPOGRAPHY. FOOT BASINS AT MANNED ENTRANCES SHALL INCLUDE A 0.5% SLOPE MINIMUM AND SHALL DRAIN INTO A 2” SCHEDULE 40 OR HIGHER PVC PIPE. FLOOR GRATES OVER CANAL OPEN DRAINS SHALL BE MADE OF NON-CORROSIVE, WATER AND CHEMICAL RESISTANT MATERIAL ABLE TO WITHSTAND CONTINUOUS TRAFFIC AND WEIGHT. MAIN FLOOR SHALL CONTAIN MEDIUM COARSE (NON-SLIP) FINISH. DRAINS AND EFFLUENT COLLECTION VAULT SURFACES SHALL HAVE SMOOTH TROWELED FINISH. ALL CONCRETE SHALL HAVE WATER PROOFING, WATER RESISTANT ADDITIVE. MAIN DRAIN MUST FOLLOW A 0.5% SLOPE OR GREATER, NOT TO EXCEED 8%. BENDS GREATER THAN 22 DEGREES MUST INCLUDE A CONCRETE TRUST BLOCK. WATER SHALL BE CONVERTED FROM SUPPLY TO 4” SCHEDULE 80 PVC WITH A CAST IRON REDUCER. SCHEDULE 80 PVC WITH A CAST IRON REDUCER. ALL SUPPLY LINES SHALL BE BURIED BELOW FROST ELEVATIONS OR 2” BLUE BOARD MUST BE USED. BLUE BOARD MUST BE USED. SUPPLY LINES SHALL BE INSTALLED WITH 4” CHECK VALVE AND ACCESSIBLE 4” GATE VALVE IMMEDIATELY UPON CHECK VALVE AND ACCESSIBLE 4” GATE VALVE IMMEDIATELY UPON GATE VALVE IMMEDIATELY UPON ENTERING BUILDING. 4" STAND PIPE SHALL DAYLIGHT 12" ABOVE SLAB ANY NECESSARY FILL EARTHWORK CAN BE OBTAINED ONSITE
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BLOCK OUT DRAIN PENETRATION PRIOR TO POURING STEM WALL
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FOUNDATION PLAN
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2'-8" FOOTER
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8" STEM WALL
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8'X8' 5" CONCRETE STOOP (SLOPE AT 2%) TYP. 2
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NOTE: ALL SLOPES PICTURED AT 1% GRADEALL SLOPES PICTURED AT 1% GRADE
LEGEND FOUNDATION OUTLINE CONSTRUCTION JOINT SLOPE INDICATOR
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ELECTRICAL & HEATING PLAN
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INFRARED GAS HEATER. (TYP. 2)
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LED LIGHT FIXTURES PER SPECIFICATION (TYP. 6)
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200 AMP EXTERIOR DISCONNECT
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200 AMP SERVICE
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500 GALLON LPG TANK ON 6" NON-REINFORCED CONCRETE PAD
AutoCAD SHX Text LEGEND 3-WAY SWITCH 110 VOLT 20 AMP GFCI OUTLET 220 VOLT 20 AMP GFCI OUTLET 110 VOLT 20 AMP OVERHEAD OUTLET ELECTRIC SERVICE 20 AMP ELECTRIC DISTRIBUTION LINE GAS SERVICE OVERHEAD DOOR LED CEILING LIGHT FULL CUT-OFF LED SECURITY LIGHT WITH PHOTO SENSOR
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AutoCAD SHX Text NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ELECTRICAL LAYOUT DRAWINGS FOR STATE ELECTRICAL PERMIT. CIRCUITS SHALL BE LABELED APPROPRIATELY AS WELL AS LABELS AT EACH OUTLET IDENTIFYING WHICH CIRCUIT THEY AR CONNECTED TO.
18" STATIONARY WALL LOUVER
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BUILDING ELEVATIONS
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TO UNDERSIDE OF EVE
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10'3"X16'3" INSULATED OVERHEAD DOOR WITH INSULATED GLASS
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INSULATED EXTERIOR DOUBLE SWING METAL DOOR WITH INSULATING GLASS
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INSULATED EXTERIOR DOUBLE SWING METAL DOOR WITH INSULATING GLASS
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NORTH EL.
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2' TRANSLUCENT PANEL
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MIN. 2% SLOPE AWAY 2% SLOPE AWAY FROM BUILDING TYP.
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BUILDING DETAILS
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CONCRETE SLAB 4500 PSI MIN.
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12" STEM WALL CLEARANCE AROUND ENTIRE BUILDING INCLUDING DOORWAYS
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RECONDITIONED SUB-GRADE
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SEE NOTE 1
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12" EXPANSION JOINT
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CONTRACTOR TO PROVIDE FRAMING AS NEEDED TO SUPPORT OVERHEAD DOOR
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PER BUILDING MANUFACTURER
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ANCHOR BOLT DIAMETER PER BLDG MANUFACTURER
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ALLOW BENCH FOR GRATE FRAME
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*DIMENSIONS PER MANUFACTURER CATALOG
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DRAIN GRATE DETAIL
AutoCAD SHX Text DRAIN GRATE SHALL BE DETER FOUNDRY "RECTANGULAR LIGHT DUTY" GRATE OR APPROVED EQUIVALENT.
#3 @ 12" O.C. E.W.
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
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2017 STAGING BUILDING
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FLOOR PLAN
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8" PVC MAIN DRAIN
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FLOOR PLAN
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12"X12"FLOOR DRAIN (TYP. 8)
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(SUPPLIED BY OWNER)
AutoCAD SHX Text NOTES: FENCE IN CONSTRUCTION AREA SHALL BE TAKEN DOWN TO ALLOW FOR CONSTRUCTION. FENCE MUST BE RE-INSTALLED AND ATTACHED TO NEW BUILDING OR EQUIVALENT BARRIER AS SOON AS CONSTRUCTION IS COMPLETE. 8” PVC MAIN DRAIN SHALL TIE IN TO REARING POND PVC MAIN DRAIN SHALL TIE IN TO REARING POND SOUTH OF SITE MAIN DRAIN SHALL FOLLOW A 0.5% SLOPE OR GREATER, NOT TO EXCEED 8%. BENDS GREATER THAN 22 DEGREES SHALL INCLUDE A CONCRETE TRUST BLOCK. 12 FT DIAMETER TANKS SHALL BE SUPPLIED AND INSTALLED BY OWNER AT A LATER DATE. ALL SUPPLY LINES SHALL BE BURIED BELOW FROST ELEVATIONS OR 2” BLUE BOARD MUST BE USED. BLUE BOARD MUST BE USED. SUPPLY LINES SHALL BE INSTALLED WITH 4” CHECK VALVE CHECK VALVE AND ACCESSIBLE 4” GATE VALVE IMMEDIATELY UPON GATE VALVE IMMEDIATELY UPON ENTERING BUILDING. FLOOR DRAINS SHALL BE DETER FOUNDRY "SQUARE LIGHT DUTY" GRATE WITH FRAME CATALOG NO. 3003 OR APPROVED EQUIVALENT. ANY NECESSARY FILL EARTHWORK CAN BE OBTAINED ONSITE
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LEGEND ELECTRIC SERVICE GAS SERVICE HOT WATER SUPPLY COLD WATER SUPPLY
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4" PVC DRAIN PIPE (TYP. 8)
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NASRF
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2017 STAGING BUILDING
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FOUNDATION PLAN
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SAW CUT CONSTRUCTION JOINTS
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36" FOOTER
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8" STEM WALL
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12" EXPANSION JOINT (TYP.)
AutoCAD SHX Text NOTCH CONCRETE CURB AS NEEDED TO ACCOMMODATE GARAGE DOOR TRACK (TYPICAL ALL DOOR OPENINGS)
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FOUNDATION PLAN
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CONCRETE APRON
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2% SLOPE
2% SLOPE
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2017 STAGING BUILDING
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ELECTRICAL & HEATING PLAN
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FEET
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ELECTRICAL & HEATING PLAN
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INFRARED GAS HEATER. (TYP. 2)
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LED LIGHT FIXTURES PER SPECIFICATION (TYP. 6)
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AutoCAD SHX Text LEGEND 3-WAY SWITCH 110 VOLT 20 AMP GFCI OUTLET 110 VOLT 20 AMP OVERHEAD OUTLET ELECTRIC SERVICE 20 AMP ELECTRIC DISTRIBUTION LINE GAS SERVICE OVERHEAD DOOR LED CEILING LIGHT FULL CUT-OFF LED SECURITY LIGHT WITH PHOTO SENSOR
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200 AMP EXTERIOR DISCONNECT
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200 AMP SERVICE
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500 GALLON LPG TANK ON 6" CONCRETE PAD
NOTES: INSTALL 18" DIAMETER INDUSTRIAL EXHAUST FAN ON WEST END. INSTALL BUG SCREEN AND LOUVERS ON EXTERIOR. WIRE TO SWITCH CONTROL MOUNTED ON WALL BENEATH UNIT. WALL 110 VOLT GFCI WALL OUTLETS SHALL BE 60" ABOVE BASE SLAB CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ELECTRICAL LAYOUT DRAWINGS FOR STATE ELECTRICAL PERMIT. CIRCUITS SHALL BE LABELED APPROPRIATELY AS WELL AS LABELS AT EACH OUTLET IDENTIFYING WHICH CIRCUIT THEY AR CONNECTED TO.
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ELEVATIONS
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AutoCAD SHX Text 12'x12' INSULATED OVERHEAD DOOR WITH INSULATED GLASS
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6" NON REINFORCED CONCRETE APRON TYP.
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TO UNDERSIDE OF EVE
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TO UNDERSIDE OF EVE
AutoCAD SHX Text MINIMUM 24ga. METAL ROOFING AND 26 ga. METAL SIDING
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NORTH EL.
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WEST EL.
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SOUTH EL.
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EAST EL.
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2' TRANSLUCENT PANEL
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ELEVATIONS
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2' TRANSLUCENT PANEL
10'3"X16'3" INSULATED OVERHEAD DOOR WITH INSULATED GLASS
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BUILDING DETAILS
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#3 REBAR 12" O.C. E.W. TYP.
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CONCRETE SLAB 4500 PSI MIN. TYP.
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CONTRACTOR TO PROVIDE FRAMING AS NEEDED TO SUPPORT OVERHEAD DOORS
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BUILDING DETAILS
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SECTION
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WATER RESISTANT FRP WALL PANELING 8' AFF. TYP.
AutoCAD SHX Text 26ga. MIN METAL SIDING
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R-29 SIDE WALL INSULATION
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R-32 ROOF INSULATION
AutoCAD SHX Text 24ga. MIN. METAL ROOFING
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12" EXPANSION JOINT TYP.
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8" STEM WALL
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EXISTING GRADE
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STD. HOOKHOOK
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(4) #5 VERT.#5 VERT.
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SCALE IN
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FEET
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FOUNDATION DETAIL
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#3 TIES @ 12" O.C.
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METAL SIDING 1" BELOW STEM WALL (TYP.)
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VAPOR BARRIER
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SECURE FRP TO VAPOR BARRIER USING MANUFACTURER SEAM TAPE
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Z-GIRT SPACING
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TOP OF FRP
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ATTACH GIRTS TO BUILDING FRAME
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BELOW GRADE
ABOVE GRADE
| NASRF_HATCHERY_BLDGS |
| Sheets and Views |
| NASRF_ISOLATION_BLDG-1 Cover Sheet |
| NASRF_ISOLATION_BLDG-2 Site Map |
| NASRF_ISOLATION_BLDG-3 Site Map (2) |
| NASRF_ISOLATION_BLDG-4 Floor Plan |
| NASRF_ISOLATION_BLDG-5 Foundation Plan |
| NASRF_ISOLATION_BLDG-6 Electrical & Heating Plan |
| NASRF_ISOLATION_BLDG-7 Elevations |
| NASRF_ISOLATION_BLDG-8 Building Details |
| NASRF_ISOLATION_BLDG-9 Building Details Cont. |
| NASRF_STAGING_TAGGING-10 Floor Plan |
| NASRF_STAGING_TAGGING-11 Foundation Plan |
| NASRF_STAGING_TAGGING-12 Electrical and Heating Plan |
| NASRF_STAGING_TAGGING-13 Elevations |
| NASRF_STAGING_TAGGING-14 Building Details |
File details come from the government source that posted it. Updated .