2017 NASRF Hatchery Buildings_Drawings Addendum no.2_.pdf

PDF 604 KB Posted May 17, 2017

Attached to: PMAA, 4215, NASRF Isolation and Fish Staging Buildings
Solicitation number: IFB1 PMAA 2017000250 3
Issued by: Alamosa County, Denver City, Colorado

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Written by GovTribe AI · Mar 13, 2026

This is Addendum No. 2 to the 2017 NASRF (North American Salmon Ranching Facility) Hatchery Buildings drawings, dated May 16, 2017, detailing architectural and engineering specifications for two primary structures: an Isolation Building and a Staging Building. The addendum provides comprehensive construction drawings including floor plans, foundation plans, building details, and elevations for both facilities. The Isolation Building specifications include an effluent collection vault with UV device chambers, drainage systems with 0.5% minimum slope requirements, concrete slab construction with 4500 PSI minimum strength, water-resistant FRP wall paneling up to 8 feet above finished floor, and R-29 side wall and R-32 roof insulation. The Staging Building includes 12-foot diameter tanks to be supplied and installed by the owner at a later date, floor drains throughout, and similar structural specifications with concrete aprons sloped at 2%, insulated overhead doors (12'x12' and 10'3"x16'3"), and matching insulation and roofing materials.

The construction specifications emphasize water management and contamination control appropriate for aquaculture operations, including requirements for water-resistant materials, drain configurations with concrete trust blocks for bends exceeding 22 degrees, and Schedule 80 PVC piping for water supply lines with check valves and gate valves upon entry. All concrete surfaces require waterproofing and water-resistant additives, with main floor finishes specified as medium coarse non-slip material and drain surfaces as smooth troweled finish. Supply lines must be buried below frost elevation or protected with 2-inch blue board insulation. Both buildings feature metal siding and roofing with minimum gauges specified (26 ga. siding, 24 ga. roofing), translucent panels for natural lighting, and detailed foundation requirements including compacted ABC base, rebar specifications, and expansion joints. The addendum notes indicate that necessary fill earthwork can be obtained onsite and that the construction area fence must be removed during construction and reinstalled upon completion.

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Other files

File	Type	Posted
2017 NASRF Hatchery Buildings_Drawings Addendum no.1.pdf	PDF	May 17, 2017
NASRF Hatchery Buildings Q_A2.pdf	PDF	May 17, 2017
NASRF Hatchery Buildings Addendum 1.pdf	PDF	May 17, 2017
NASRF Hatchery Buildings Addendum 2.pdf	PDF	May 17, 2017
NASRF Hatchery Buildings Q_A1.pdf	PDF	May 17, 2017
2017 NASRF Hatchery Buildings_Specifications Addendum no. 2.pdf	PDF	May 17, 2017
NASRF Hatchery Buildings Pre-Bid Sign In.pdf	PDF	May 17, 2017
General Requirements and Covenants for Capital Construction.pdf	PDF	May 17, 2017
2017 NASRF Hatchery Buildings_Specifications Addendum no. 1.pdf	PDF	May 17, 2017

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GASGASGASGASGASGASGASGAS

E E

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NASRF

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2017 ISOLATION BUILDING

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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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8" DRAIN

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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

AutoCAD SHX Text LEGEND ELECTRIC SERVICE GAS SERVICE 4" PVC HOT WATER SUPPLY 4" PVC COLD WATER SUPPLY

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2" PIPE WITH PLUG VALVE

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4" EXTERIOR STAND PIPE

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8" ELBOW

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BLOCK OUT DRAIN PENETRATION PRIOR TO POURING STEM WALL

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8" UV BYPASS DRAIN

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REMOVED PREVIOUSLY PICTURED DOOR

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ADDENDUM NO. 2 MAY 16, 2017

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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

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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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6" COMPACTED ABC

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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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R-29 SIDE WALL INSULATION

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2' TRANSLUCENT PANELS

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#5 FOOTER/ STEM REBAR 12" O.C. E.W TYP.

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WATER RESISTANT FRP WALL PANELING 8' AFF TYP.

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R-32 ROOF INSULATION

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#3 SLAB REBAR 12" O.C. E.W. TYP.

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VAPOR BARRIER

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METAL SIDING 1" BELOW STEM WALL TYP

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CONCRETE SLAB FREE FROM STEM WALL AND FOUNDATION

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Z-GIRT SPACING

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PER BUILDING MANUFACTURER

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SECURE FRP TO VAPOR BARRIER USING MANUFACTURER SEAM TAPE

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TOP OF FRP

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ADDENDUM NO. 2 MAY 16, 2017

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LOWERED INTERIOR STEM WALLS TO SLAB GRADE

AutoCAD SHX Text NOTE 1 -WATER STOP AND JOINT SEALANT SHALL BE ADDED TO INTERFACE BETWEEN INTERIOR WALLS AND SLAB. -WATER STOP SHALL BE SWELLSTOP BY SIKA OR APPROVED EQUAL SIKA OR APPROVED EQUAL OR APPROVED EQUAL NOTE 2 -ADD BAR GRATING WITH 1 " BENCH 12" BENCH -BAR GRATING SHALL BE 1" ALUMINUM I-BAR GIA SERIES BY McNICHOLS ORR APPROVED EQUAL ORR APPROVED EQUAL

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8" PVC MAIN DRAIN

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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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8" PVC MAIN DRAIN

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ADDENDUM NO. 2 MAY 16, 2017

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SAW CUT CONSTRUCTION JOINTS

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36" FOOTER

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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

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10'3"X16'3" INSULATED OVERHEAD DOOR WITH INSULATED GLASS

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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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WATER RESISTANT FRP WALL PANELING 8' AFF. TYP.

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R-29 SIDE WALL INSULATION

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R-32 ROOF INSULATION

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12" EXPANSION JOINT TYP.

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EXISTING GRADE

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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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ATTACH GIRTS TO BUILDING FRAME

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BELOW GRADE

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ABOVE GRADE

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ADDENDUM NO. 2 MAY 16, 2017

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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(rec)-10 Floor Plan

NASRF_STAGING_TAGGING(rec)-11 Foundation Plan

NASRF_STAGING_TAGGING(rec)-12 Electrical and Heating Plan

NASRF_STAGING_TAGGING(rec)-13 Elevations

NASRF_STAGING_TAGGING(rec)-14 Building Details

File details come from the government source that posted it. Updated Mar 12, 2026.