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Addendum #2March 22, 2019Project Name:City of Hudson Fire StationProject Number:18286-2Bid Date & Time:2:00 p.m., Thursday, March 28, 2019Bid location:Hudson, Wisconsin City Hall505 3rd StreetHudson, Wi 54016-1694Architect:Brunton Architects & Engineers225 Belgrade AvenueNorth Mankato, MN 56003The following items shall be appended to and become a part of the plans and specifications for the abovereferenced project and shall supersede any conflicting provisions of these documents.GENERAL:1. The following changes are, by the issuance of this Addendum, made a part of theContract Documents for the project referenced above, as if originally containedtherein. Execution of the acknowledgment on the bid form shall be the bidder'sacceptance of the conditions set forth herein.ACKNOWLEDGMENT:1. This addendum shall be acknowledged on the submitted bid form. Failure to do somay result in the rejection of the bid.CLARIFICATIONS:1. Bid Date Clarificationa. Bid time and date is 2:00 p.m., Thursday, March 28, 2019. Correct address forlocation of bid is 505 3rd Street, Hudson, Wi 54016.2. Lockers in Wellness Room 119 should not be included in the base bid and are by Owner.Page 1 of 9
CHANGES TO SPECIFICATIONS AND DRAWINGS1. Section 00 0110 Table of Contents (Revised)a. Add Section 07 4213 – Metal Ceiling Panelsb. Delete Section 27 7290 – RF Broadband TV Distribution Systemc. Delete Section 27 7400 – Communication and Data-Processing Equipmentd. Delete Section 28 7210 – Fire Alarm2. Section 03 4500 – Precast Architectural Concretea. Paragraph 2.04 – Concrete materialsi. Section E, paragraph a1. Delete paragraph in its entirety and replace with:a. Wells Concrete Mix #A492S, Dated 03/01/18ii. Section E, paragraph b1. Delete paragraph in its entirety and replace with:a. Finishes: Smooth, Sandblast, Water Wash, ArchitecturalTrowelb. Paragraph 2.07 – Integrally Insulated Panel System (Pin Connectors)i. Section A, paragraph 11. Delete paragraph in its entirety and replace with:a. Connectors: System manufacturer's standard; corrosionand alkali-resistant, glass fiber reinforced, vinyl estercomposite pultrusions with serrated profile, andthermoplastic depth-limiting and sealing collar. Or systemmanufacturer’s standard, maximum 12 gauge, stainlesssteel pin to adequately tie the two wythes together.ii. Section A, paragraph 21. Delete paragraph in its entirety and replace with:Page 2 of 9
a. Continuous Insulation: Rigid extruded polystyrene (XPS)board insulation, ASTM C578, Type IV.3. Section 05 1200 – Structural Steel Framinga. a. Paragraph 2.03 – Finishi. Section C (Add)a. Powder coating, at locations as indicated on drawings, shall be inaccordance with AAMA 2605 specifications.4. Section 05 5213 – Pipe and Tube Railingsa. Paragraph 1.01, section C (Add)i. Free-standing railings and guardrailsb. Paragraph 1.02, section F (Add)i. Section 09 9113 - Exterior Painting: Paint finish.5. Section 07 4213 – Metal Ceiling Panels (Add)a. Add attached specification section6. Section 09 5100 – Acoustical Ceilingsa. Paragraph 1.05 – Submittals (Revised)i. Section E, Paragraph 21. Extra Acoustical Units quantity shall equal 2 percent of totalinstalled in lieu of 5 percent of total installed.7. Section 10 1400 – Signagea. Paragraph 2.02 Signage Applicationsi. Delete Section C – Building Identification Signsb. Paragraph 2.04 Dimensional Lettersi. Delete Section A- Plastic Letters8. Section 10 2800 – Toilet, Bath, and Laundry Accessories (Revised)a. Paragraph 2.01 Manufacturersi. Delete Section B – Under-Lavatory Pipe Supply Covers.1. Reference Specification section 22 4000 Plumbing Fixtures forUnder-lavatory pipe supply covers.ii. Delete Section C – Diaper Changing Stations9. Section 10 4400 - Fire Protection Specialtiesa. Add attached specification sectionPage 3 of 9
10. Section 13 2426 – Steam Baths (Modify)a. Paragraph 2.02 Componentsi. Section A1. Delete Section in its entirety and replace with:a. Steam Room: Pre-fabricated components, complete withfittings and equipment. Coordinate field assembly of prefabricated components per manufacturer’srecommendations.11. Sheet T1-11 – Cover Sheet (Revised)a. Allowances (To Be Included In Base Bid)i. Value of all Allowances should include material and installation12. Sheet T1-31 (Modify)a. Detail 13i. Delete Detail 13 in its entirety. Refer to detail 4 on Sheet C9 forAccessible Parking Stall Sign.13. Sheet C9 – Details (Modify)a. Detail 6 , Asphalt Pavement Sectioni. Asphalt pavement mix design shall conform to 4 MT 58-28 S inaccordance with WisDOT Specification 46014. Sheet A1-21 (Modify)a. The Washers-Extractors are to be purchased by Owner. All utility hook ups andrough in to be included in base bid.15. Sheet A1-31 (Reissued)a. First Level Reflected Ceiling Plani. Vestibule 100 shall have a humidity resistant gypsum board ceilingpainted in PT-5 in lieu of metal liner panel ceiling.ii. Stair A 111 shall not have a ceiling in lieu of an ACT ceiling.iii. Hallway 116 Pole area shall not have a ceiling in lieu of an ACT ceiling, seereissued First Level Reflected Ceiling Plan for location.iv. Stair B 140 shall not have a ceiling in lieu of an ACT ceiling.16. Sheet A1-41 – Finish PlanPage 4 of 9
a. Room Finish Schedule (Add)i. Hallway 1021. Floor Finish: LVT2. Wall Basea. North: VBb. East: VBc. South: VBd. West: VB3. Wall Finisha. North: PT-1b. East: PT-1c. South: PT-1d. West: PT-14. Ceiling Finish: ACTii. Stair B 1401. Floor Finish: RB-12. Wall Basea. North: VB-2b. East: VB-2c. South: VB-2d. West: - 3. Wall Finisha. North: PT-1b. East: PT-1c. South: PT-1d. West: - 4. Ceiling Finish: - 17. Sheet A1-21- First Level Floor Plan (Modify)a. The steel stud walls that support room 223 Mezzanine should be 18 gauge steelas per locations and details shown on the structural drawings.18. Sheet A4-11 – Schedules (Reissued)Page 5 of 9
a. Door Schedulei. Door 204 Living to be changed to F7 in lieu of F1.b. Door & Frame Type D 10 – Refer to attached revised sheet A4-1119. Sheet A6-11 – Interior Elevations (Modify)a. Interior Elevation 25 135 SCBA – East Elevation & Interior Elevation 28 135 SCBA– South Elevation. (Revised)i. All upper cabinets in SCBA room 135 shall have a lock and be keyed thesame. Provide three keys.20. Sheet A5-11 – Enlarged Stair Plans (Modify)a. Delete galvanized paint grip notes on details 7 & 5. Stairs and handrails are to beprimed and painted.b. Delete galvanized metal deck21. Sheet A5-12 – Hose Tower Plans and Details (Modify)a. Delete galvanized paint grip notes on detail 4. Stairs and handrails are to beprimed and painted.STRUCTURAL SHEETS:1. Refer to attached Structural Addendum No. 2 from Albertson Engineering.MECHANICAL SPECIFICATIONS:1. 22 1006.2.03A.2a1b (Trench Body): Change clear opening size from stated to 7.87inches with an overall width of 9.92 Inches.2. 22 1006.2.03A.2a4a (Basis of Design): Change to read “S200K “PowerDrain line withPowerlok #72263 grate, by ACO, Inc., 9470 Pinecone Drive, Mentor, OH 44060.3. 22 0913 Add Section 2.09 Dampers:A.Performance: Test in accordance with AMCA 500-D.Page 6 of 9
B.Frames: Galvanized steel, welded or riveted with corner reinforcement, minimum 12 gage,0.1046 inch.C.Blades: Galvanized steel, maximum blade size 6 inches wide, minimum 16 gage, attachedto minimum 1/2 inch shafts with set screws.D.Blade Seals: Synthetic elastomeric, inflatable, mechanically attached, field replaceable.E.Jamb Seals: Spring stainless steel.F.Shaft Bearings: Oil impregnated sintered bronze.G.Linkage Bearings: Oil impregnated sintered bronze.H.Leakage: Less than one percent based on approach velocity of 2000 ft per min and 4 incheswg.I. Maximum Pressure Differential: 6 inches wg.J. Temperature Limits: Minus 40 to 200 degrees F.4. Section 23 0993 – Add Section 3.11 Energy Recovery Ventilators:A. ERV-1 shall become energized whenever any of the restroom lights served by the unitbecome energized or if the percentage run time furnished with the unit call for the unit tooperate. The unit shall remain operational for a minimum of 15 minutes after the lights arede-energized.B. ERV-2 shall become energize whenever the lights to room 136 become energized. The unitshall become de-energized with the lights are shut offMECHANICAL SHEETS:1. Sheet M-1:a. For rooms 110, 128, 130, 131, 132: lined transfer duct at R-2 shall be 8/8.b. Supply duct from supply main to all VAV boxes shall match the VAV box inlet size asnoted on the revised VAV Box Schedule on sheet MR2, included as an enclosure to thisaddendum.c. Provide duct changes as noted on Revision Sheet MR1, included as an attachment tothis addendum.2. Sheet M-2:a. Supply duct from supply main to all VAV boxes shall match the VAV box inlet size asnoted on the revised VAV Box Schedule on sheet MR2, included as an enclosure to thisaddendum.b. Provide return duct to furnace as shown on Revision Sheet MR3, included as anenclosure to this addendum.3. Sheet MP-4:a. Change VAV box sizes as noted on re-issued VAV Box Schedule as noted on RevisionSheet MR2, included as an enclosure to this addendum.Page 7 of 9
ELECTRICAL SHEETS:1. Refer to attached Electrical Addendum No. 2 from Steen Engineering.APPROVED EQUALS:The following manufacturers have requested approval to allow their product be considered foruse on this project. Approval of this manufacturer does not relieve the manufacturer ofmeeting the requirements of the specifications or schedules, or meeting the space constraintsrequired by the project. Contractors utilizing these products are responsible for incorporatingany changes required for powering, venting, piping, ducting, etc. requirements into theirbid. No change orders for modification to the project due to use of these manufacturers will beentertained.Specification SectionItemApproved Manufacturer22 3000Submersible Sump PumpAshland EP4522 3000Water SoftenersMarlo MGT SeriesWater Control Corporation22 3000Potable Compression TankElbi of America DTS Series23 0913Control DampersAir BalanceUnited Enertech23 0913.2.05Hazardous GasMonitoringBrasch23 2114Expansion TanksElbi of America – HTL Series23 3300.2.05Fire DampersNCAAir Balance23 3413HVLS FanGreenheckPage 8 of 9
23 3423Exhaust FansAcmeS&P23 3700.2.03Roof HoodsAcme23 5100VentingHeatFab AL294C23 5216Condensing BoilersLaars NeothermRiello Condexa ProHot Water Products EFT-39923 8126Split System ACLG Electronics23 8316Radiant HeatingWatts RadiantATTACHMENTS:1.2.3.4.5.6.7.8.Structural Addendum No. 2Section 07 4213 Metal Ceiling PanelsSection 10 4400 Fire Protection SpecialtiesSheet A1-31 – First Level Reflected Ceiling PlanSheet A2-11 – Exterior ElevationsSheet A4-11 – SchedulesMechanical Revision Sheets – MR1, MR2, MR3.Electrical Addendum No. 2END OF ADDENDUM #2Page 9 of 9
A l b er t s on En gi n e er in g I n c.ADDENDUM No. 2DATE:03-22-19TO:Tom McConeBrunton ArchitectsFROM:Albertson Engineering, Inc.315 N Main Ave, Suite 200Sioux Falls, SD 57104PROJECT: Hudson Fire StationALBERTSON ENGINEERING PROJECT: 2018-397To:All prime contract bidders and others to whom Drawings and Specifications have been issuedby the Architect. This Addendum forms a part of the Contract Documents. It modifies them asfollows: Modification: Alternate member framing sizes are shown on theattached low roof framing plan.Sheets reissued: S1-02END OF ADDENDUMAlbertson Engineering Inc.Rapid City3202 West Main, Suite CRapid City, SD 57702605-343-9606Sioux Falls315 North Main Avenue, Suite 200Sioux Falls, SD 57104605-274-0880Winner202 South MainWinner, SD 57580605-842-1144
SECTION 07 4213METAL CEILING PANELSPART 1 GENERAL1.01 SECTION INCLUDESA.Manufactured metal panels for ceilings with liners and accessory components.1.02 RELATED REQUIREMENTSA.Section 06 1000 - Rough Carpentry: Ceiling panel substrate.B.Section 07 2500 - Weather Barriers: Weather barrier under ceiling panels.1.03 REFERENCE STANDARDSA.ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) orZinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015.1.04 SUBMITTALSA.See Section 01 3000 - Administrative Requirements, for submittal procedures.B.Shop Drawings: Indicate dimensions, layout, joints, construction details, methods of anchorage.C.Samples: Submit two samples of ceiling panel, 12 inch by 12 inch in size illustrating finishcolor, sheen, and texture1.05 QUALITY ASSURANCEA.Manufacturer Qualifications: Company specializing in manufacturing the products specified inthis section with minimum three years of documented experience.B.Installer Qualifications: Company specializing in installing the products specified in this sectionwith minimum five years of documented experience.1.06 DELIVERY, STORAGE, AND HANDLINGA.Protect panels from accelerated weathering by removing or venting sheet plastic shipping wrap.B.Store prefinished material off ground and protected from weather. Prevent twisting, bending, orabrasion, and provide ventilation to stored materials. Slope metal sheets to ensure drainage.C.Prevent contact with materials that may cause discoloration or staining of products.1.07 WARRANTYA.See Section 01 7800 - Closeout Submittals, for additional warranty requirements.B.Correct defective work within a five year period after Date of Substantial Completion fordegradation of panel finish, including color fading caused by exposure to weather.C.Correct defective Work within a five year period after Date of Substantial Completion, includingdefects in water tightness and integrity of seals.PART 2 PRODUCTS2.01 MANUFACTURERSA.Manufacturers:1. MBCI: www.mbci.com.2. Petersen Aluminum Corporation: www.pac-clad.com.3. AJ Door4. Substitutions: See Section 01 6000 - Product Requirements.2.02 MANUFACTURED METAL PANELSA.Liner Panels:1. Profile: Vertical; style as indicated.2. Side Seams: Interlocking, sealed with continuous bead of sealant.3. Material: Precoated steel sheet, 30 gage, 0.0125 inch minimum thickness.4. Panel Width: Not less than 24 inch.18286-2 / Hudson Fire Station07 4213 - 1METAL CEILING PANELS
5.Color: As selected by Architect from manufacturer's standard line.B.Internal and External Corners: Same material, thickness, and finish as exterior sheets; profileto suit system; shop cut and factory mitered to required angles.C.Trim: Same material, thickness and finish as exterior sheets; brake formed to required profiles.D.Anchors: Galvanized steel.2.03 MATERIALSA.Precoated Steel Sheet: Hot-dipped galvanized steel sheet, ASTM A653/A653M Structural Steel(SS) or Forming Steel (FS), with G90/Z275 coating; continuous coil-coated on exposed surfaceswith specified finish coating and on panel back with specified panel back coating.2.04 FINISHESA.Exposed Surface Finish: Panel manufacturer's standard polyvinylidene fluoride (PVDF) coating,top coat over epoxy primer.2.05 ACCESSORIESA.Gaskets: Manufacturer's standard type suitable for use with system, permanently resilient;ultraviolet and ozone resistant.B.Sealants:1. Exposed Sealant: Elastomeric; silicone, polyurethane, or silyl-terminatedpolyether/polyurethane.2. Concealed Sealant: Non-curing butyl sealant or tape sealant.C.Fasteners: Manufacturer's standard type to suit application; with soft neoprene washers, steel,hot dip galvanized. Fastener cap same color as exterior panel.D.Field Touch-up Paint: As recommended by panel manufacturer.PART 3 EXECUTION3.01 EXAMINATIONA.Verify that framing members are ready to receive panels.B.Verify that weather barrier has been installed over substrate completely and correctly.3.02 PREPARATIONA.Install subgirts perpendicular to panel length, securely fastened to substrates and shimmed andleveled to uniform plane. Space at 24 inches on center, maximum.3.03 INSTALLATIONA.Install panels on ceilings in accordance with manufacturer's instructions.B.Protect surfaces in contact with cementitious materials and dissimilar metals with bituminouspaint. Allow to dry prior to installation.C.Fasten panels to structural supports; aligned, level, and plumb.D.Locate joints over supports. Lap panel ends minimum 2 inches.E.Seal and place gaskets to prevent weather penetration. Maintain neat appearance.3.04 TOLERANCESA.Maximum Offset From True Alignment Between Adjacent Members Butting or In Line: 1/16inch.B.Maximum Variation from Plane or Location Indicated on Drawings: 1/4 inch.3.05 CLEANINGA.Remove site cuttings from finish surfaces.B.Clean and wash prefinished surfaces with mild soap and water; rinse with clean water.END OF SECTION 07 421318286-2 / Hudson Fire Station07 4213 - 2METAL CEILING PANELS
SECTION 10 4400FIRE PROTECTION SPECIALTIESPART 1 GENERAL1.01 SECTION INCLUDESA.Fire extinguishers.B.Fire extinguisher cabinets.C.Accessories.1.02 RELATED REQUIREMENTSA.Section 06 1000 - Rough Carpentry: Wood blocking product and execution requirements.1.03 REFERENCE STANDARDSA.NFPA 10 - Standard for Portable Fire Extinguishers; 2013.1.04 SUBMITTALSA.See Section 01 3000 - Administrative Requirements, for submittal procedures.B.Shop Drawings: Indicate locations of cabinets and cabinet physical dimensions.C.Product Data: Provide extinguisher operational features.D.Manufacturer's Installation Instructions: Indicate special criteria and wall opening coordinationrequirements.E.Maintenance Data: Include test, refill or recharge schedules and re-certification requirements.1.05 FIELD CONDITIONSA.Do not install extinguishers when ambient temperature may cause freezing of extinguisheringredients.PART 2 PRODUCTS2.01 MANUFACTURERSA.Fire Extinguisher Cabinets and Accessories:1. JL Industries, Inc: www.jlindustries.com.2. Larsen's Manufacturing Co: www.larsensmfg.com.3. Substitutions: See Section 01 6000 - Product Requirements.2.02 FIRE EXTINGUISHERSA.Fire Extinguishers - General: Comply with product requirements of NFPA 10 and applicablecodes, whichever is more stringent.B.Dry Chemical Type Fire Extinguishers: Cast steel tank, with pressure gage.1. Class A:B:C type.2. Size 10.3. Finish: Baked enamel, color as selected.2.03 FIRE EXTINGUISHER CABINETSA.Metal: Formed primed steel sheet; 0.036 inch thick base metal.B.Cabinet Configuration: Semi-recessed type.1. Size to accommodate accessories.2. Trimless type.C.Door: 0.036 inch metal thickness, reinforced for flatness and rigidity with nylon catch. Hingedoors for 180 degree opening with two butt hinge.D.Door Glazing: Float glass, clear, 1/8 inch thick, and set in resilient channel glazing gasket.E.Cabinet Mounting Hardware: Appropriate to cabinet, with pre-drilled holes for placement ofanchors.F.Weld, fill, and grind components smooth.18286-2 / Hudson Fire Station10 4400 - 1FIRE PROTECTIONSPECIALTIES
G.Finish of Cabinet Exterior Trim and Door: No. 4 - Brushed stainless steel.H.Finish of Cabinet Interior: White colored enamel.2.04 ACCESSORIESA.Extinguisher Brackets: Formed steel, chrome-plated.PART 3 EXECUTION3.01 EXAMINATIONA.Verify existing conditions before starting work.B.Verify rough openings for cabinet are correctly sized and located.3.02 INSTALLATIONA.Install in accordance with manufacturer's instructions.B.Secure rigidly in place.C.Place extinguishers in cabinets.END OF SECTION 10 440018286-2 / Hudson Fire Station10 4400 - 2FIRE PROTECTIONSPECIALTIES
CEILING PLAN NOTES:HEIGHT OF SURFACE FROMADJOINING FLOOR LEVELLIGHT FIXTURE - TYPE 1(2'-0"x4'-0")CEILING TILE (2'-0'x2'-0")30" BOWL LIGHTCEILING HEIGHT IS TO BE 9'-0" ABOVE FINISHED FLOOR,UNLESS NOTED.CEILING GRID IS TO BE CENTERED IN ROOM, UNLESSNOTED.REFER TO FLOOR PLAN FOR PARTITION TYPE ANDDIMENSIONS.SUB-CONTRACTORS TO VERIFY LIGHTING AND HVACLOCATIONS WITH ELECTRICAL AND MECHANICAL PLANS.SEE ELECTRICAL PLANS FOR LOCATIONS OF LIGHTFIXTURES2.3.4.5.GYPSUM BOARD CEILING/SOFFITLIGHT FIXTURE TYPE 2METAL LINER PANELCEILINGEXIT LIGHT FIXTURE12"x24" CERAMIC TILEEMERGENCY LIGHTFIXTUREKEYED RCP NOTESMARK12TextEXPOSED CEILINGPROVIDE HOLD DOWN CLIPS FOR ACT SYSTEM ATVESTUBULE, TYPPRE-FINISHED METAL SOFFITCANOPY, SEE STRUCTURAL DRAWINGS FOR DETAILSTROLLY AND HOIST SYSTEMSLOPPED CERAMIC TILE ON WATERPROOF MEMBRANE.SEE PARTITION TYPES FOR CEILING ASSEMBLY3456F3A3-11D3A3-212B6A3-111A3-21MANKATOPH: 507-386-7996225 Belgrade Ave.North Mankato, MN 560031.VERIFY W/ ELECTRICAL AND MECHANICAL PLANS PRIOR TO CONSTRUCTION 9'-0"MINNEAPOLISPH: 507-386-79965900 Green Oak Dr., Ste 300AMinnetonka, MN 55343MATERIAL/SYMBOL KEYA211ELECTRICALROOM109STAIR A1115A3-112A3-11IHGVESTIBULE1104A5-111WI-FI9' - 0" A.F.F.8' - 6"2GENERALSTORAGE138KITCHEN1081' - 0"WI-FIJDISPATCH/ WAIT1128' - 0"TRAINING ROOMOS 107OSJ11A3-22Consultant:OS9' - 0" A.F.F.OS9' - 0" A.F.F.J9' - 0" A.F.F.1OSJ1CITY OF HUDSON FIRE STATIONWI-FIGEAR TORAGE136SUPPORT BAYS139J9' - 0" A.F.F.8' - 0"JSTORAGE106DISPLAY101239' - 0" A.F.F.WI-FI21VESTIBULE100WI-FI20' - 11 3/8" A.F.F.WI-FI1ELEV. LOBBY1036STOR1178' - 6" A.F.F.19' - 0" A.F.F.WI-FI6A5-11HALLWAY1029' - 0" A.F.F.OS49' - 0" A.F.F.1/4" 1' - 0"139' - 0" A.F.F.9' - 0" DIRTY115STAIR ERENCE126OS9' - 0" A.F.F.WAIT129OFFICE130OS9' - 0" A.F.F.59' - 0" A.F.F.9' - 6"WI-FIOS8' - 6"OS9' - 0" A.F.F.WELLNESSWI-FIROOM119OSNEW GEARSTORAGE1211IT/ STOR.122OFFICE1319' - 0" A.F.F.9' - 0" A.F.F.9' - 0" A.F.F.OPEN OFFICE1278' - 6"8' - 0"Project:HOSE TOWER134WI-FI2121 WARD AVEHUDSON, WI 54016VEHICLEMAINTENANCE1379' - 0" A.F.F.OS1COMMANDVEHICLES120OFFICE128 9' - 0" A.F.F.OFFICE1324A3-11WI-FI6This document is by Brunton Architects & Engineers and contains privileged and confidentialinformation intended for use by BruntonArchitects & Engineers personnel only. Anydisclosure or distribution of this document orinformation con-tained herein, without priorwritten consent of Brunton Architects &Engineers, is prohibited. ALL RIGHTS RESERVEDX9' - 0" A.F.F.27REVISION:REV-203-21-19832A3-22949E4CNo.: 18286-2Date: 03-07-19Drawn: CMWChecked: CABProject Manager: HACProject Status: BID DOCUMENTSSheet Title:3/21/2019 11:43:55 AM1FIRST FLOOR REFLECTED CEILING PLAN1/8" 1'-0"FIRST LEVELREFLECTEDCEILING PLANSheet No.:A1-31
EXTERIOR ELEV. NOTES:1.PRECAST - EXPOSED2.HPRECAST - SMOOTHGF24 GA. STANDING SEAMMETAL ROOF1'-0"6"CPRECAST - SANDBLASTPRECAST EXPOSED AGGREGATE3A3-11PRECAST SMOOTH FINISHPRE-FINISHED METALGUTTER AND DOWNSPOUT3A3-216A5-11PRECAST SANDBLAST FINISH5A3-11GOOSENECK LIGHTFIXTURE, VERIFY STYLEW/ ARCHITECT, TYP.W12PRECAST EXPOSED AGGREGATEDPRE-FINISHED METAL CAPFLASHING135' - 10 5/8"ROOF BRNG130' - 0"PRE-FINISHED METAL CAPFLASHINGTOPOF PRECAST126' - 0"TOP OF PRECAST - APP123' - 8"EDO NOT SCALE DRAWINGS. DRAWINGS AREDIAGRAMMATIC ONLY, REPORT DISCREPANCIES TOBRUNTON ARCHITECTS AND ENGINEERS.SEE OTHER BUILDING ELEVATIONS FOR MATERIAL NOTLABELED.PRE-FINISHED METAL CAPFLASHINGPRECAST EXPOSED AGGREGATEPRECAST SMOOTH FINISH , TYPW5W4B2A3-22MECHANICAL SCREEN5A2-11MANKATOPH: 507-386-7996225 Belgrade Ave.North Mankato, MN 56003I2A3-11MINNEAPOLISPH: 507-386-79965900 Green Oak Dr., Ste 300AMinnetonka, MN 55343EXTERIOR FINISHES1A3-216A3-11126' - 5 19/32"1'-0"6"PRECAST SMOOTH FINISHW4APRECAST SANDBLAST FINISHPRECAST EXPOSED AGGREGATEW108A2-11PRECAST SMOOTH FINISH24 GA. STANDING SEAM METALROOFT.O. PRECAST117' - 0"W11PRECAST SANDBLAST FINISHSECOND FLOOR114' - 0"MEZZANINE110' - 4"W1139B139A133D133E133C133BW1CANOPY, SEESTRUCTURAL133A120C8' - 0"PRECAST SMOOTH FINISHW1120B6A2-11W2WALL PACK, SEEELECTRICALWALL PACK, SEE ELECTRICALSIAMESE CONNECTION W/HORN AND STROBE ABOVE1FIRST FLOOR100' - 0"SIAMESE CONNECTION W/HORN AND STROBE ABOVEPRECAST EXPOSED AGGREGATECANOPY, SEESTRUCTURALCANOPY, SEESTRUCTURALT.O. FOOTING96' - 0"PRECAST SMOOTH FINISHSOUTH ELEVATION1/8" 1'-0"9874A3-1165436"1A3-11ROOF ACCESS LADDER,SEE ROOF PLAN224 GA. STANDING SEAM METALROOF1'-0"11A3-22PRE-FINISHED METALGUTTER AND DOWNSPOUT4A5-11PRE-FINISHED METAL CAPFLASHINGBRNG @ HOSE TOWER130' - 0"PRECAST EXPOSED AGGREGATEW12PRECAST SMOOTH FINISHTOP OF PRECAST126' - 0"PRECAST SANDBLAST FINISHTOP OF PRECAST - APP123' - 8"204W11W4W7W6T.O. PRECAST117' - 0"PRECAST EXPOSED AGGREGATESECOND FLOOR114' - 0"PRECAST SMOOTH FINISHCANOPY, SEESTRUCTURALW1W1120AW1108' - 6"RUBBER COATED CHAINLINK FENCE & GATES W/VINYL INSERTS, TYPConsultant:W1W3100ALIGHT FIXTURE,SEE ELECTRICALFIRST FLOOR100' - 0"7A2-11OVERFLOWSCUPPEROVERFLOWSCUPPERWALL PACK,SEEELECTRICALPRECAST SANDBLAST FINISHT.O. FOOTING96' - 0"CANOPY, SEE 18A3-31GH1'-0"I6"PRECAST EXPOSED AGGREGATEPRECAST SMOOTH FINISHPRECAST SANDBLAST FINISH1'-0"TOP OF PRECAST24126'GA.- 0"STANDING SEAM METALROOF2A3-11PRE-FINISHED METAL CAPFLASHING2A3-22BRNG @ HOSE TOWER130' - 0"1/8" FINISHED METAL CAPFLASHINGOVERFLOWSCUPPERTOP OF PRECAST - APP123' - 8"WALL PACK, SEEELECTRICALPRECAST EXPOSED AGGREGATEW6W11W6W6W6.1PRECAST EXPOSED AGGREGATET.O. PRECAST117' - 0"PRECAST SMOOTH FINISHPRECAST SANDBLAST FINISHSECOND FLOOR114' - 0"W1W1W1WALL PACK, SEEELECTRICALPRECAST SANDBLAST FINISHPRECAST SMOOTH FINISHMEZZANINE110' - 4"W2133K133J133H133G139F139EPRECAST EXPOSED AGGREGATEPRECAST EXPOSED AGGREGATE107110133LRUBBER COATED CHAINLINK FENCE AND GATESW/ VINYL INSERTSFIRST FLOOR100' - 0"WALL PACK, SEEELECTRICALWALL PACK, SEEELECTRICALO.H. DOOR NUMBERS,SEE DETAIL 6/A2-11LIGHT FIXTURE,SEE ELECTRICALT.O. FOOTING96' - 0"NORTH ELEVATION1/8" 1'-0"25"RED DIE CAST ALUMINIUM, STUDMOUNTED LETTERS, 2" DEEP X 20"HIGH (ARIAL)Project:3133F4A3-111233' - 0"2 3/8"BLACK DIE CAST ALUMINUM,STUD MOUNTED LETTERS, 1"DEEP X 9" HIGH (ARIALNARROW) (NUMBERS 1-12)1' - 4"4A5-11PRE-FINISHED METAL CAPFLASHING1A3-224561'-0"ROOF ACCESS LADDER,SEE ROOF PLAN1A3-116' - 0 3/4"W12PRECAST SMOOTH FINISH(TYPICAL 6 LOCATIONS)REVISION:REV-203-22-19PRE-FINISHED METAL CAPFLASHING261/2" 1'-0"2PRECAST SANDBLAST FINISHPRECAST SMOOTH FINISHO.H. DOOR NUMBERS (SEE ALLOWANCES)1/2" 1'-0"PRECAST EXPOSED AGGREGATEWALL PACK, SEEELECTRICAL5' - 10 1/4"DETAIL- ENTRY HFD SIGN (SEE ALLOWANCES)This document is by Brunton Architects & Engineers and contains privileged and confidentialinformation intended for use by BruntonArchitects & Engineers personnel only. Anydisclosure or distribution of this document orinformation con-tained herein, without priorwritten consent of Brunton Architects &Engineers, is prohibited. ALL RIGHTS RESERVEDXROOF BRNG130' - 0"PRECAST EXPOSED AGGREGATETOP OF PRECAST126' - 0"TOP OF PRECAST - APP123' - 8"2LINEAR LED LIGHT FIXTURE,REFER TO ELECTRICAL924 GA. STANDING SEAM METAL ROOFPRECAST SMOOTH FINISHBLACK DIE CAST ALUMINUM,STUD MOUNTED DIVIDER, 2"DEEP X 24" HIGH76"PRECAST EXPOSED AGGREGATE24"2' - 0"4"4"4"RED DIE CAST ALUMINUM,STUD MOUNTED LETTERS,1" DEEP X 9" HIGH (ARIALNARROW)72121 WARD AVEHUDSON, WI 54016APRECAST EXPOSED AGGREGATEEAST ELEVATIONCITY OF HUDSON FIRE STATION218' - 6"WALL PACK, SEEELECTRICALMEZZANINE110' - 4"W3No.: 18286-2Date: 03-07-19Drawn: HACChecked: CheckerProject Manager: HACProject Status: BID DOCUMENTSSheet Title:RED DIE CAST ALUMINUM,STUD MOUNTED LETTERS,2" DEEP X 28" HIGH (ARIAL)139DREAR STUD MOUNTEDFIRE RESCUE LOGO.LOGO TO BE PAINTEDCUT METAL. 2" DEEP3/22/2019 1:32:32 PM22SIGNAGE SHOWN FOR REFERENCE ONLYFINAL DESIGN T.B.D.8SIGNAGE (SEE ALLOWANCES)1/2" 1'-0"25FIRST FLOOR100' - 0"2RED DIE CAST ALUMINUM,STUD MOUNTED NUMBER,2" DEEP X 28" HIGH (ARIALBLACK)HOSE TOWER SIGNAGE (SEE ALLOWANCES)1/2" 1'-0"139CEXTERIORELEVATIONST.O. FOOTING96' - 0"4WEST ELEVATION1/8" 1'-0"Sheet No.:A2-11
DOOR & FRAME TYPES:MATERIAL: WOOD6' - 8"2"2"3' - 0"MATERIAL: ALUMINUMD9FINISH: PRE-FINISHED (RED)CARD ACCESSCARD ACCESSF112' - 0"2"CARD ACCESS2"2' - 8"6' - 0"F72"2' - 8"2"MATERIAL: H.M.FINISH: PRIME AND PAINT2"GL-2GL-23' - 1 1/2"2"3' - 1 1/2"2"3' - 1 1/2"2"2"3' - 1 1/2"3' - 0"2"GL-2GL-2GL-3GL-3GL-3GL-4GL-43/22/2019 2:56:22 PMI2MINNEAPOLISPH: 507-386-79965900 Green Oak Dr., Ste 300AMinnetonka, MN 553432"1' - 4"MANKATOPH: 507-386-7996225 Belgrade Ave.North Mankato, MN 560032"2"4' - 7 1/2"2"2"2"2"4' - 8"WINDOW NOTES:GL-1GL-1GL-31.GL-42.3.GL-1FRAME MATERIAL: ALUMINUMFRAME FINISH: PRE-FINISHED (RED)4.W8FRAME MATERIAL: ALUMINUMFRAME FINISH: BLACK ANODIZED5.FRAME MATERIAL: ALUMINUMFRAME FINISH: BLACK ANODIZEDW9DIMENSIONS SHOWN ARE NOMINAL, WINDOWMANUFACTURER AND INSTALLER TO FIELD VERIFYDIMENSIONS AND OPENING CONDITIONS.ALL ALUMINUM FRAMES TO BE THERMALLY IMPROVEDWINDOW INSTALLER WILL BE RESPONSIBLE FORATTACHMENT TO STRUCTURESEE SPECIFICATIONS FOR GLASS TYPES (NOTED ASGL- #)ALL GLAZING TO BE CLEAR U.N.O.GLASS TYPES:14' - 7 1/2"2"GL-1(TYP)GL-1 1" LOW E INSULATED CLEAR GLASSGL-2 1" LOW E INSULATED CLEAR GLASS (TEMPERED)GL-3 1/4" CLEAR GLASSGL-4 1/4" CLEAR GLASS (TEMPERED)GL-5 FROSTED GLASSNOTE:- ANY GLASS WITH IN 2'-0" OF A DOOR SWINGTO BE TEMPERED.- ANY GLASS LESS 18" A.F.F. TO BE TEMPERED- ALL DOORS SHALL BE SAFETY GLAZEDNOTE: SLIDING WINDOW TOMEET EGRESS REQ'SFRAME MATERIAL: VINYLFRAME FINISH: PRE-FINISHED - VERIFYCOLOR W/ ARCHITECTW11FRAME MATERIAL: ALUMINUMFRAME FINISH: CLEAR ANODIZED29' - 8"FINISH: PRE-FINISHED (RED)F6GL-4GL-4GL-4MATERIAL: ALUMINUMF6FINISH: BLACK ANODIZEDMATERIAL: ALUMINUMFINISH: CLEAR ANODIZEDW12FRAME MATERIAL: ALUMINUMFRAME FINISH: CLEAR ANODIZED21' - 0"CARD ACCESS20MIN.STEEL STUD FURRING(NON-RATED)ANOT RATED2' - 10"2"2' - 10"2"2' - 9"2"STEEL STUD W/ GYP BOARD EACHFACE - PARTIAL HEIGHTBOTTOM OF ROOF OR FLOOR DECKATTACH SLIP TRACK RUNNER TODECK ABOVE WITH (2) TWO #12 SMSFASTENERS AT 16" OCACOUSTICAL SEALANT BETWEENGYPSUM BOARD AND BOTTOM OFROOF DECK ABOVESTEEL STUDS AT 16" OC MAX (BRACEABOVE CEILING TO STRUCTURE ASREQUIRED BY MANUFACTURER'S DESIGNGUIDELINES)(1) LAYER 5/8" GYPSUM BOARDW13SCHEDULED BASESCHEDULED BASESEALANTSEALANTSTUD SIZEWALL WIDTHC43 5/8" STEEL STUDS - 20 GA4 7/8"WALL TYPESTUD SIZEC66" STEEL STUDS - 20 GA7 1/4"B22 1/2" STEEL STUDS - 20 GANOT L-4GL-4GL-4FRAME MATERIAL: ALUMINUMFRAME FINISH: BLACK ANODIZEDW14(1) LAYER 5/8" GYPSUMBOARD EACH SIDE* 5/8" MOISTURE RESISTANT INRESTROOMS, SCBA, AND OTHERWET LOCATIONSACOUSTICAL INSULATIONSCHEDULED BASEACOUSTICAL SEALANTWALL TYPESTUD SIZEWALL WIDTHWALL WIDTHA43 5/8" STEEL STUDS - 20 GA4 7/
22 3000 Potable Compression Tank Elbi of America DTS Series 23 0913 Control Dampers Air Balance United Enertech 23 0913.2.05 Hazardous Gas Brasch Monitoring 23 2114 Expansion Tanks Elbi of America – HTL Series 23 3300.2.05 Fire Dampers NCA Air Balance 23 3413 HVLS Fan Gree
Pedersen-penned classic “Wait A Minute” and Randall’s CMA Song of the Year, “Whiskey Lullaby.” This is the "high lonesome sound" of American roots music at its finest. The debut album by J2B2 is set for release later this year.! John Jorgenson Quintet
This memo summarizes the construction site inspection that Stephen Bargsten and myself performed in response to Mona Dougherty's request that we visit the Fox Hollow development construction site (Project) during the rain event of Friday, December 23, 2016. We inspected the site between 8:30 am and 10:00 am. Some photos are included at
The construction industry experiences a larger burden of deaths at road construction sites than any other major industry. From 2011 to 2016, 532 construction workers were killed at road construction sites, more than twice as many fatalities as all other industries combined (chart 3). The number of fatalities among construction workers at
which these four social science disciplines—often underrepresented in governmental and inter-governmental assessments of climate change—address demography, economy, politics, social stratification and inequality, technology, infrastructure, and land use as key factors driving climate change.
Injection and sample preparation Detection Troubleshooting My Goal: To help you understand the basic chemistry behind DNA separations and to help make CE instruments less of a “black box” Pioneers of Capillary Electrophoresis James Jorgenson University of North Carolina Barry Karger Northeastern University Stellan Hjertén .
Economic Growth 23 Dale W. Jorgenson, Mun S. Ho, and Jon D. Samuels 2. The Outlook f or US Labor- Quality Growth 61 Canyon Bosler, Mary C. Daly, John G. Fernald, and Bart Hobijn Comment on Chapters 1 and 2: Douglas W. Elmendorf 3. The Importance of Education and Skill Development for Economic Growth in the Information Era 115 Charles R. Hulten II.
Philip C.E. Jorgenson, Joseph P. Veres, Shashwath R. Bommireddy, and Samaun Nili Glenn Research Center, Cleveland, Ohio Analysis of the Honeywell Uncertifi ed Research Engine (HURE) With Ice Crystal Cloud Ingestion at Simulated Altitudes: Public Version NASA/TM—2018-220023 November 201
Each reference should include everything you need to identify the item. You need to identify the source type (e.g. book, journal article) and use the correct referencing format from this guide to create the reference. If you include items that are not specifically cited but are relevant to the text or of potential interest to the reader, then that is a bibliography. Generally speaking, the key .
