Legend, General Notes & Location Map-For Reference Use Only
Site Plan-For Reference Use Only08-07-2020
08-07-2020
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New Utility Building for
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Rockford, Illinois
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Project: 20-18
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Date: 09-16-2020
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Addendum Two
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184-003342
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PROFESSIONAL DESIGN FIRM REGISTRATION #
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BUILDING:
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-2015 ICC [IBC] International Building Code (with local amendments)
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FIRE PREVENTION:
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-2015 ICC [IFC] International Fire Code (with local amendments)
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MECHANICAL / PLUMBING:
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-2015 ICC [IMC] International Mechanical Code (with local amendments)
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-2015 ICC [IFGC] International Fuel Gas Code (with local amendments)
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-2014 IDPH [IPC] Illinois Plumbing Code (with local amendments)
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ELECTRICAL:
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-2014 NFPA 70 [NEC] National Electrical Code (with local amendments)
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ENERGY CODE:
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-2018 International Energy Conservation Code (with local amendments)
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ACCESSIBILTY CODE:
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-2018 State of Illinois Accessibility Code
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-2010 ADA Standards for Accessible Design
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LIFE SAFETY CODE:
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-2015 NFPA 101 Life Safety Code (with local amendments)
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-2010 NFPA 101 Life Safety Code (with local amendments)
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OTHERS:
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-All those codes & standards [i.e. NFPA 13, NFPA 72, etc.] included by reference by the
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codes listed above.
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NOTES:
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1.
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Guide of the American Society of Heating, Refrigerating, and Air Conditioning
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Engineers (ASHRAE).
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2.
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The standards, regulations, and requirements of OSHA, EPA, National Consumer
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Protection Agency, and any other public utility servicing the community.
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3.
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Exceptions and amendments to above codes and standards adopted by the
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City of Rockford
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4.
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Provide fire extinguishers, smoke detectors and all other life safety devices as
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required by code. All locations to be approved by Blakemore Architects.
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5.
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City of Rockford Zoning Ordinance.
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GENERAL NOTES:
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1.
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Contractor as agent for the owner, shall apply for and pay for all permits issued in
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accordance with section 105 of IBC 2015. the application shall be submitted on a
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written form acceptable to the building official.
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2.
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All work shall be conducted, installed and completed in a workmanlike and
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acceptable manner so as to secure the results intended by the IBC Code (2015).
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3.
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This building is equipped with alarm systems for smoke, fire and security.
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DESCRIPTION
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NO. DATE
Initial Layout1. 06-26-2020
184-003342PROFESSIONAL DESIGN FIRM REGISTRATION #
3501 Kishwaukee StreetRockford, Illinois
New Utility Building
for
Sheet Title
Ref. North
Scale
Sheet No.
BA Project No. 20-18
THE CONTRACTOR SHALL DETERMINE EXACT DIMENSIONSAND CONDITIONS AT THE SITE PRIOR TO SUBMITTING ABID. THE CONTRACTOR SHALL COORDINATE ALLDRAWINGS WITH ACTUAL FIELD CONDITIONS PRIOR TOP R O C E E D I N G W I T H TH E W O R K A N D N O TI FY T H EARCHITECT OF ANY DISCREPANCIES. THIS DRAWING ISTHE PROPERTY OF BLAKEMORE ARCHITECTS AND MAYNOT BE REPRODUCED WITHOUT THE PRIOR WRITTENP E R M I S S I O N O F T H E A R C H I T E C T .
400 N. First Street Rockford, IL 61107815-227-0023Telephone:
NEW CONCRETE FLOOR SLAB (BROOM FINISH) SEE STRUCTURAL DRAWINGS
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CONTROL JOINT
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NEW CONCRETE APRON OVER 8"COMPACTED STONE BASE
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RIDGELINE
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ROOF LINE ABOVE
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CENTERLINE OF DOOR
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CENTERLINE OF DOOR
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FINISH FLOOR ELEV. = 700.62' (0'-0")
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SAWCUT EXISTING CURB AND TIE INTO EXISTING CUTTER
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NEW NWC 8" SLAB ON GRADE WITH FORTA FERRO FIBER REINFORCING (3 LB/CY) AND SALT SEALER
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NEW NWC 8" SLAB ON GRADE WITH FORTA FERRO FIBER REINFORCING (3 LB/CY) AND SALT SEALER BY CONCRETE CONTRACTOR
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NEW CONCRETE APRON OVER 8"COMPACTED STONE BASE BY CONCRETE CONTRACTOR
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EXISTING SLAB TO REMAIN
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NEW 6" REINFORCED CONC. SLAB FOR NEW TRANSFORMER. TOP OF PAD AT +6" A.F.F. (LEVEL WITH TOP OF EXISTING FOUNDATION WALL
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GENERAL CONTRACTOR TO PROVIDE NEW 6" CONCRETE SLAB WITH MICRO FIBER REINF-5#/CU. YD. OVER COMPACTED STONE BASE ON 15 MIL STEGO WRAP VAPOR BARRIER (SEE A103). SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING PIT TO BE PUMPED DRY, BROUGHT TO SUB-GRADE AND COMPACTED BY GENERAL CONTRACTOR GENERAL CONTRACTOR TO VERIFY COMPACTION WITH TESTING AGENCY PRIOR TO POUR AND PROVIDE REPORTS TO RRWRD.
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COORDINATE WITH WORK ASSOCIATED WITH OWNERS ROAD WORK PROJECT (SEPARATE BID PACKAGE)
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COORDINATE WITH WORK ASSOCIATED WITH OWNERS ROAD WORK PROJECT (SEPARATE BID PACKAGE)
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PROVIDE LAPIDOLITH FLOOR SEALER (BASF). INSTALL PER MNFR INSTRUCTIONS
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GENERAL CONTRACTOR TO PROVIDE NEW 6" CONCRETE SLAB WITH MICRO FIBER REINF-5#/CU. YD. OVER COMPACTED STONE BASE. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING PIT TO BE PUMPED DRY, BROUGHT TO SUB-GRADE AND COMPACTED BY GENERAL CONTRACTOR GENERAL CONTRACTOR TO VERIFY COMPACTION WITH TESTING AGENCY PRIOR TO POUR AND PROVIDE REPORTS TO RRWRD.
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FINISH SLAB ELEV. = 701.12' (0'-6")
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NEW 4" CONCRETE SIDEWALK
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NEW 4" CONCRETE SIDEWALK
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GRADE -34" BELOW T.O. WALL
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GRADE -33" BELOW T.O. WALL
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GRADE -21" BELOW T.O. WALL
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GRADE -20" BELOW T.O. WALL
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GRADE -20" BELOW T.O. WALL
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EXISTING WALL TO BE REMOVED FOR NEW DOOR OPENING
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EXISTING RETAINING WALL AND CONCRETE SLAB TO BE REMOVED BY RRWRD
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EXISTING WALL TO BE REMOVED FOR NEW DOOR OPENING
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EXISTING WALL TO BE REMOVED FOR NEW DOOR OPENING
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EXISTING WALL TO BE REMOVED FOR NEW DOOR OPENING
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EXISTING PIT
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EXISTING SLAB TO REMAIN
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COORDINATE WITH WORK ASSOCIATED WITH OWNERS ROAD WORK PROJECT (SEPARATE BID PACKAGE)
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COORDINATE WITH WORK ASSOCIATED WITH OWNERS ROAD WORK PROJECT (SEPARATE BID PACKAGE)
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A101
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3/32" = 1'-0"
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FLOOR PLANS
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COPYRIGHT Blakemore Architects 2020
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3/32" = 1'-0"
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Floor Plan
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2
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3/32" = 1'-0"
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Existing Tank Plan-Demolition
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1
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DESCRIPTION
c
NO. DATE
Initial Layout1. 06-26-2020
184-003342PROFESSIONAL DESIGN FIRM REGISTRATION #
3501 Kishwaukee StreetRockford, Illinois
New Utility Building
for
Sheet Title
Ref. North
Scale
Sheet No.
BA Project No. 20-18
THE CONTRACTOR SHALL DETERMINE EXACT DIMENSIONSAND CONDITIONS AT THE SITE PRIOR TO SUBMITTING ABID. THE CONTRACTOR SHALL COORDINATE ALLDRAWINGS WITH ACTUAL FIELD CONDITIONS PRIOR TOP R O C E E D I N G W I T H TH E W O R K A N D N O TI FY T H EARCHITECT OF ANY DISCREPANCIES. THIS DRAWING ISTHE PROPERTY OF BLAKEMORE ARCHITECTS AND MAYNOT BE REPRODUCED WITHOUT THE PRIOR WRITTENP E R M I S S I O N O F T H E A R C H I T E C T .
400 N. First Street Rockford, IL 61107815-227-0023Telephone:
NEW OVERHEAD DOOR (PRE-FINISHED METAL) WITH DOOR OPERATOR BY BUILDING SUPPLIER/INSTALLER. POWER TO OPERATOR BY RRWRD- TYPICAL AT TWO (2) LOCATIONS
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TRUSS BEARING ELEV. = 16'-8"
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FINISH FLOOR ELEV. = 0'-0" (700.62')
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LIGHT FIXTURE
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SEE ELEVATION 4 FOR TYPICAL NOTES
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SNOW GUARDS
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TRUSS BEARING ELEV. = 16'-8"
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FINISH FLOOR ELEV. = 0'-0" (700.62')
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3
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12
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BUILDING SYSTEM BY PRE-ENGINEERED BUILDING MANUFACTURER. ALL COMPONENTS INCLUDING FRAMING, SIDING, ROOF MATERIALS, DOORS (MAN-DOORS AND COILING O.H.D.), WINDOWS, GUTTERS AND DOWNSPOUTS. PROVIDE SHOP DRAWINGS INCLUDING ENGINEERED CALCULATIONS SIGNED AND SEALED BY STATE OF ILLINOIS LICENSED STRUCTURAL ENGINEER FOR SUBMITTAL TO CITY OF ROCKFORD BUILDING DEPARTMENT
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LIGHT FIXTURE BY RRWRD
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SEE ELEVATION 4 FOR TYPICAL NOTES
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TRUSS BEARING ELEV. = 16'-8"
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FINISH FLOOR ELEV. = 0'-0" (700.62')
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LIGHT FIXTURE
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METAL DOOR TRIM-COLOR #1
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METAL SIDING COLOR #1
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METAL WAINSCOT FLASHING COLOR #1
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METAL BASE FLASHING COLOR #1
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METAL ROOFING COLOR #1
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METAL FASCIA/SOFFIT COLOR #1
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CONCRETE STOOPS
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METAL CORNER TRIM COLOR #1
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METAL DOWNSPOUT COLOR #1
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METAL GUTTER COLOR #1
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GUTTERS, DOWNSPOUTS AND SPLASH BLOCKS BY METAL BUILDING MANUFACTURE/INSTALLER.
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CONC. SPLASH BLOCKS-TYP AT EACH DOWNSPOUT
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METAL SIDING COLOR #2
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SNOW GUARDS
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6" O.D. X 9'-0" STL. PIPE BOLLARDS (PAINT) WITH CONCRETE SET IN 1 1/3 CU. YARDS CONCRETE EACH-BY G.C. TYPICAL (8" AT ENCLOSURE AREA)
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FINISH GRADE-SEE CIVIL DRAWINGS
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CONCRETE ROUNDED (SMOOTH) CAP
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CONCRETE FOUNDATION 3000 PSI SLOPE FOR DRAINAGE
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(2)-#5 REINFORCING RINGS 18" DIAMETER 16" LAP
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1000 POUND CAPACITY
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CLEAN SURFACE PER SSPC-SP3 TO REMOVE RUST AND SCALE. PRIMER: RUST-OLEUM INDUSTRIAL CHOICE 340 VOC RUST-OLEUM INDUSTRIAL CHOICE 340 VOC ALKYD ENAMEL PRIMER FINISH COAT: RUST-OLEUM INDUSTRIAL CHOICE 340 VOC RUST-OLEUM INDUSTRIAL CHOICE 340 VOC ALKYD ENAMEL COLOR: SAFETY YELLOW (206327)-APPLY PER MNFR SAFETY YELLOW (206327)-APPLY PER MNFR RECOMMENDATIONS
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PIPE BOLLARDS
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A102
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1/8" = 1'-0"
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ELEVATIONS
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COPYRIGHT Blakemore Architects 2020
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1/8" = 1'-0"
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North Building Elevation
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1
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1/8" = 1'-0"
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East Building Elevation
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3
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1/8" = 1'-0"
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West Building Elevation
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4
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1/8" = 1'-0"
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South Building Elevation
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2
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Scale: 1/2" = 1'-0"
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Typical 6" Pipe Bollard Detail
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5
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9-16-20
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9-16-20
DESCRIPTION
c
NO. DATE
Initial Layout1. 06-26-2020
184-003342PROFESSIONAL DESIGN FIRM REGISTRATION #
3501 Kishwaukee StreetRockford, Illinois
New Utility Building
for
Sheet Title
Ref. North
Scale
Sheet No.
BA Project No. 20-18
THE CONTRACTOR SHALL DETERMINE EXACT DIMENSIONSAND CONDITIONS AT THE SITE PRIOR TO SUBMITTING ABID. THE CONTRACTOR SHALL COORDINATE ALLDRAWINGS WITH ACTUAL FIELD CONDITIONS PRIOR TOP R O C E E D I N G W I T H TH E W O R K A N D N O TI FY T H EARCHITECT OF ANY DISCREPANCIES. THIS DRAWING ISTHE PROPERTY OF BLAKEMORE ARCHITECTS AND MAYNOT BE REPRODUCED WITHOUT THE PRIOR WRITTENP E R M I S S I O N O F T H E A R C H I T E C T .
400 N. First Street Rockford, IL 61107815-227-0023Telephone:
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