Abbreviations Symbols Material Indications Drawing Index Vicinity ...
Anchor Bolt Above Asphaltic Concrete Air Conditioning Acoustic Ceiling Tile Area Drain Additional Adjacent Architect And/ Or Engineer Above Finished Floor Automatic Fire Sprinkler Aluminum Alternate Angle Anodized Architect of Record Architectural Asphalt
B/ BD BITUM BLDG BLKG BM BOF BOJ BOS BOT BRCG BRG BSMT BU
Bottom of Board Bituminous Building Blocking Beam Bottom of Footing Bottom of Joist Bottom of Steel Bottom Bracing Bearing Basement Built-Up
∅ ɸ
C C/C CAB CB CD CEM CER CI CJ CJT CL / ℄ CLG CLR CMU CO COL COMP CONC CONT CONSTR CONTR COORD CRS C.R.S. CSK CT CTR CU FT CU YD CW
Center Center to Center Cabinet Catch Basin Cup Dispenser Cement Ceramic Cast Iron Control Joint Construction Joint Center Line Ceiling Clear Concrete Masonry Unit Clean Out Column Composition/ Composite Concrete Continuous Construction Contractor Coordinate Course Cold Rolled Steel Countersunk Ceramic Tile Center Cubic Foot Cubic Yard Cold Water
Demolish Detail Drinking Fountain Diameter Dimension Division Dead Load Deep, Depth Door Down Spout Drawing Dowel
EA E.C. E.E. E.F. EJ EL ELEC EMBD ENCL EPB EQ E.S. E.W. EWH EXH EXIST EXP EXP BT EXT
Each Electrical Contractor Each End Each Face Expansion Joint Elevation Electrical Embedment Enclosure Electrical Panel Board Equal Each Side Each Way Electrical Water Heater Exhaust Existing Expansion or Exposed Expansion Bolt Exterior
FA FDTN FD FDN FE FEC F.F. FF EL FH FHC FIN FLR FLR SK FOC FO FOF FOM FOS FRMG FTG
Fire Alarm Foundation Floor Drain Foundation Fire Extinguisher. Fire Extinguisher Cabinet Finished Floor Finish Floor Elevation Fire Hydrant Fire Hose Cabinet Finish Floor Floor Sink Face of Concrete Finish Opening Face of Finish Face of Masonry Face of Stud Framing Footing
GA GALV GB G.C. GLZ GLZ CMU GR SF GYP
Gauge Galvanized Grab Bar General Contractor Glazing Glazed Concrete Masonry Unit Gross Square Feet Gypsum
HB HC HCP / HCPD HDR HDW HDWD HM HOR. / HORIZ HP HSB HSS HT HVAC HW
ID INSUL INT INV IP IPS
Inside Diameter Insulation Interior Invert Iron Pipe Iron Pipe Size
JAN CLO J-BOX JT JS
Janitor's Closet Junction Box Joint Janitor's Sink
KOP KPL
Knock Out Panel Kick Plate
LAM LAV LB / Lbs. LG LH LL LLH LLV LPT LT WT
Laminate Lavatory Pound(s) Long Left Hand Live Load Long Leg Horizontal Long Leg Vertical Low Point Light Weight
MATL MAX MB M.C. MECH MFR MH MIN MO MS MTL MULL
Material Maximum Machine Bolt Mechanical Contractor Mechanical Manufacturer / Supplier Manhole Minimum Masonry Opening Machine Screw Metal Mullion
NA / N/A NIC NO / # NOM NRC NTS
Not Applicable Not in Contract Number Nominal Noise Reduction Coefficient Not to Scale
O.C. OD OH / OPH OPNG OPP Oz
On Center Outside Diameter Opposite Hand Opening Opposite Ounce
P.C. P.L. PL / PLAM PLAS PLGL PLYWD PNL POL PR PSF PSI PTD P.T. PT / PTD PVC
Plumbing Contractor Plate Property Line Plastic Laminate Plaster Plate Glass Plywood Panel Polished Pair Pounds per Square Foot Pounds per Square Inch Paper Towel Dispenser Point Paint / Painted Poly Vinyl Chloride
Hose Bibb Hollow Core Handicapped Header Hardware Hardwood QT Hollow Metal Horizontal High Point High Strength Bolt Tube Steel Height Heating/Ventilating/Air Conditioning Hot Water
Quarry Tile
R R RA RCP RCP RD REBAR REC REINF REQD RESIL REST REV RHMS RM RO ROW RWL
Radius Riser Return Air Reinforced Concrete Pipe Reflected Ceiling Plan Roof Drain Reinforcing Steel Bars Recessed Reinforced / Reinforcing Required Resilient Rest Room Revision Round Head Machine Screw Room Rough Opening Right of Way Rain Water Leader
SC SCD SCHED SD SECT SF SHT SHTHG SHV SIM SM SND S.O.G. SPC SPEC SQ SS SST STD STIFF STL STOR STR STRUCT SUSP SYM
Solid Core Seat Cover Dispenser Schedule Storm Drain Section Square Feet Sheet Sheathing Shelving Similar Sheet Metal Sanitary Napkin Dispenser Slab On Grade Spacing Specifications Square Service Sink Stainless Steel Standard Stiffener Steel Storage Stair Structural Suspended Symmetrical
T T/ TB TD TDR TEL T&G THK THRES THRU TOC TOM TOS TPH TR TYP
Tread Top of (T/STL, T/CONC) Towel Bar Towel Dispenser Towel Dispenser/Receptacle Telephone Tongue and Groove Thickness Threshold Through Top of Concrete Top of Masonry Top of Steel Toilet Paper Holder Trench (FTG) Typical
UNO UR
Unless Noted Otherwise Urinal
V / VERT VB VCT VIF
Vertical Vinyl Base Vinyl Composition Tile Verify in Field
W/ WC WD WF WGL W/O WP WR WS WSCT WWF
With Water Closet Wood Wide Flange Wire Glass Without Working Point Water Repellent Weather Stripping Wainscot Welded Wire Fabric
EARTH EXISTING POINT ELEVATION
+481.0
GRAVEL FILL NEW POINT ELEVATION
+481.0
CONCRETE
130 EXISTING CONTOURS 130
CONCRETE BLOCK NEW CONTOURS PROPERTY/BOUNDARY LINE
MATCH LINE
BRICK
MATCH LINE
MARBLE
A
METAL 1/2" AND LARGER COLUMN GRID
1
USE LETTERS IN HORIZONTAL DIRECTION (EAST-WEST) USE NUMBERS IN VERTICAL DIRECTION (NORTH-SOUTH)
METAL 1/2" AND SMALLER
ROUGH WOOD
FINISH WOOD
ROOM NUMBER
102
SEE ROOM SCHEDULE SAME SHEET
PLYWOOD
DOOR NUMBER SEE DOOR SCHEDULE A6 SERIES
102A BATT OR BLANKET INSULATION WINDOW TYPE
E-1
SEE WINDOW SCHEDULE A6 SERIES
LOUVER TYPE
L-1
RIGID INSULATION
SEE LOUVE SCHEDULE A6 SERIES
WALL TYPE
903D
PLASTER
SEE WALL SCHEDULE A6 SERIES
+/- 0'-0" Name
DATUM POINT
GYPSUM BOARD
1
1
BUILDING SECTION NUMBER
A3.0
A3.0
SHEET REFERENCE NUMBER
8 A3.1
BUILDING SECTION
WALL SECTION NUMBER
MARBLE NEW OR RELOCATED IN ELEVATION EXTERIOR ELEVATION
WOOD NEW OR RELOCATED IN ELEVATION
INTERIOR ELEVATION
2
Coordinate all demolition work with new/renovation work. Review new work plans to verify and/or determine extent of demolition prior to performing demolition work.
EXISTING CONDITIONS
2.
The coursing of all masonry to match that in existing building.
Most conditions noted in the contract documents were observed during the course of the design of the project by the Architect. Some conditions were assumed. It is likely that additional defects and deterioration have occurred since the investigation of existing conditions by the Architect. It is possible that not all conditions were documented. Repair or restoration of these defects are to be assumed to be part of the work as like work identified in the contract documents, unless noted to not be part of the work of the Contract.
3.
Contractor to verify all dimensions and profiles of stone at the site.
4.
Fill any masonry voids with mortar or concrete where anchors occur.
5.
Provide structural lintels over all openings including those required for ductwork, pipes, louvers, grilles, dampers, etc.
6.
Coordinate locations and/or elevations of floor drain, registers, access panels, grilles, louvers, convectors, cabinet unit heaters, panels, etc., with mechanical and electrical contractors. Size and location of all floor openings to be verified with trade affected before proceeding with work. Bolting of wood to structural members or masonry shall be in general with a minimum of 1/2" bolts @ 4'-0" O.C. except where shown otherwise. Situations requiring special bolting shall be with the size and spacing of bolts to suit the conditions.
CONSIDERATION FOR WORK ON HISTORIC STRUCTURES
8.
In any room in which plumbing, heating, or electrical alterations are made: the contractor is responsible for cutting, patching and refinishing, and to make proper repairs to other building items affected; i.e. floors, walls, ceilings, base, chair rail, trim, etc.
The criteria for what constitutes an acceptable repair, restoration are different from those on a contemporary structure. Skilled craftsmanship examples in the existing fabric of the building are to be treated with the care and respect that such an example brings to the significance of the architecture itself. Preserve these examples, and extend this care to the work of restoring, repairing or replicating this craftsmanship using techniques worthy of the original work.
QUALITY ASSURANCE
6/16/2016 10:26:29 AM
Qualifications: Use adequate numbers of skilled workers, thoroughly trained and experienced in the necessary crafts, and completely familiar with specified requirement and methods needed for proper performance of work. contractor, or subcontractor, shall provide training so that workers are cognizant of relevant Secretary of the Interior's Standards and Guidelines for the treatment of historic properties. The Grant Homestead House is a historic building, and as such, all new work, restoration/ repair of existing work, and demolition/ removal of any work shall be performed with utmost care and respect for the historical and cultural value of the building. Contractor has complete responsibility to correctly measure the size, shape, horizontal and vertical level/plumb of each and every opening that needs to be replaced or restored. Any new window/door that does not fit perfectly or leaves wide gaps (3/8" or more) at the jamb, sill or head; or is too big or too small for the existing opening will be rejected and replaced without additional cost to the Owner.
In general, new materials and materials for repair conditions shall match similar items in quality, detail, profile and finish as those already built into the work.
10. Contractor(s) to repair any damage caused by them to existing walls, ceilings, floors, doors, windows, bases, chair-rails, trims, etc., during the course of work.
Alternates: ALT #1: SITE IMPROVEMENTS
2200 W 5th Ave, Ste 350 Columbus, OH 43215
Drawing Issue Dates 90% Construction Documents 4/29/2016 Bid Set / Permit Set 6/17/2016
06 - Mechanical M100 Mechanical Floor Plan M200 Mechanical Specifications 07 - Plumbing P100 Plumbing Floor Plan P200 Plumbing Specifications
Revision Schedule Revision Revision Revision # Description Date
General Notes
2. All dimensions shall be verified at the job by the General Contractor and each Sub-Contractor and the Architect must be notified of any discrepancies before proceeding with the work.
REVISION MARK
2
DETAIL NUMBER
4. All vertical elevations and working points are given with reference to First Floor finished floor elevation 100'-0" datum. 5. All door locations not dimensioned are located by door schedule on A-600.
DETAIL
SHEET REFERENCE NUMBER
6. Offset studs and/or shim as required to align finish material.
N
7. All walls of all rooms with exposed structure ceilings to extend and seal to the structure. 8. All housekeeping curbs and equipment pads shall be furnished and installed by the general trades contractor. Verify with appropriate contractor(s) for required size and location.
NORTH ARROW
9. All floor drain (F.D.) elevations are 1/2" lower than finished floor elevation unless otherwise noted. 10. The drawings are the graphic portion of the contract documents showing the design, location, and dimensions of the work. Do not scale the drawings to determine a dimension in question, consult the Architect for clarification.
Vicinity Map
Area Map
11. Contractor(s) are to investigate and verify location, condition, and capacity of all existing utilities within the limits of work, prior to beginning construction. See site utility, mechanical and electrical drawings for further information. 12. Size and location of all floor openings to be verified with trade affected before proceeding with work. 13. The structure is designed to be self-supporting and stable after the building is fully completed. It is solely the contractor(s) responsibility to determine erection procedures and sequences and to ensure the safety of the building and its component parts during erection, including the addition of shoring, sheathing, temporary enclosure, etc. It is the contractor(s) sole responsibility to follow all applicable safety and construction regulations, ordinances and codes during the course of construction. 14. Cleanup shall occur daily and will be strictly enforced. Areas of work must be restored to the level of cleanliness as before the work began. 15. All materials shown on these drawings are to be new, unless noted to be existing, salvaged, relocated, etc. this is true regardless of whether it is noted as new or not.
GRANT HOMESTEAD FARM HOUSE RESTORATION 4124 Haughn Road, Grove City, Ohio 43123
IS
The nature of the restoration work of this project is to both repair/restore existing work and to replace some of the work in kind. In some instances the existing work will be extended or duplicated in new work, which is adjacent to or adjoins the existing work. In these cases, match the characteristics of the existing design as precisely as possible using technique, color, texture, profile, size, material to fabricate the new material, or to make transitions of new to old work imperceptible.
9.
Catalyst Engineering
E OF OH AT Robert K. Smith
REG
C:\RevitLocal\15040_Grove City Homestead_v2015_kalpab.rvt
7.
MEP Engineering
IO
Historic: words such as “historic,” “historic fabric,” “historic materials,” “historic building materials,” or words of similar meaning shall be understood to mean that the material or feature is considered to have aspects that require preservation and all work impacting the material or feature shall conform to the Secretary of the Interior's Standards and Guildelines for the treatment of historic properties.
5900 Sharon Woods Blvd. Columbus, OH 43229
3. All dimensions are to the face of finish, face of concrete, face of masonry, to centerlines of columns and other grid points, and to centerlines of doors and other scheduled openings unless otherwise noted.
A8.1
DEFINITIONS
Kabil Associates
1. Schedules Room Finish Material and Color Schedule see drawing A601. Door and Frame Schedule see drawing A600. Wall Type Schedule see drawing A001. Window Schedule see drawing A600.
SHEET REFERENCE NUMBER
1 A7.1
Consultants: Structural/Civil
WALL SECTION
ELEVATION NUMBER
A7.1
300 Marconi Boulevard T 614-628-0300 F 614-628-0311 Columbus OH 43215 schooleycaldwell.com
SHEET REFERENCE NUMBER
PLASTER OR GYPSUM BOARD IN ELEVATION
1.
05 - Structural S001 Structural Notes S002 Structural Notes S003 Structural Notes S100 Basement Floor - Structural Plan S101 First Floor - Structural Plan S102 Second Floor - Structural Plan S103 Roof Framing - Structural Plan S200 Structural Sections and Details S300 Structural Photographs
EXISTING CONSTUCTION U.N.O.
1
2
REMODELING NOTES
04 - Architectural A001 Wall Partition Assemblies A100 Basement Plan A101 First Floor Plan A102 Second Floor Plan A200 Exterior Elevations - West and North A201 Exterior Elevations - East & South A300 Building Sections A500 Exterior Enlarged Plans & Elevations - Porch A501 Exterior Details - Masonry Repair A502 Exterior Details - Roof A600 Door & Window Schedule A601 Finish Schedule A700 Interior Enlarged Plans & Elevations A800 Interior Details - Doors and Windows A801 Interior Details A802 Interior Details A803 Interior Details A900 Reflected Ceiling Plan
08 - Electrical E100 Electrical Floor Plan E200 Electrical Specifications
3
In addition to all other requirements, all work of this contract shall be performed in accordance with the Secretary of Interior's Standards for the Treatment of Historic Properties with Guidelines for Preserving, Rehabilitating, Restoring and Reconstructing Historic Buildings.
03 - Landscape L100 Site Plan - Overall L101 Site Plan - Farm House
Room Name
4
Guidelines for Work on Historic Buildings
01 - General G000 Cover Sheet G001 Index, Symbols, & Abbreviations G002 Code Analysis
7092
TE
EC T
AB ABV AC A/C ACT AD ADD'L ADJ A/E AFF AFS ALUM ALT ANG ANOD AOR ARCH ASPH
@
DEMO DET DF DIA DIM DIV DL DP DR DS DWG DWL
IT
#
And Angle At Diameter Electrical Phase Pound(s)
∠
Drawing Index
ST
&
Material Indications
Symbols
Abbreviations
RED ARCH
Robert K. Smith, License #7092 Expiration Date 12/31/2017
Index, Symbols, & Abbreviations
ALT #2: FLOOR COVERINGS ALT #3: WINDOW COVERINGS ALT #4: CUSTOM FURNITURE
General
G001 June 2016 15040.05
B/ BD BITUM BLDG BLKG BM BOF BOJ BOS BOT BRCG BRG BSMT BU
Bottom of Board Bituminous Building Blocking Beam Bottom of Footing Bottom of Joist Bottom of Steel Bottom Bracing Bearing Basement Built-Up
∅ ɸ
C C/C CAB CB CD CEM CER CI CJ CJT CL / ℄ CLG CLR CMU CO COL COMP CONC CONT CONSTR CONTR COORD CRS C.R.S. CSK CT CTR CU FT CU YD CW
Center Center to Center Cabinet Catch Basin Cup Dispenser Cement Ceramic Cast Iron Control Joint Construction Joint Center Line Ceiling Clear Concrete Masonry Unit Clean Out Column Composition/ Composite Concrete Continuous Construction Contractor Coordinate Course Cold Rolled Steel Countersunk Ceramic Tile Center Cubic Foot Cubic Yard Cold Water
Demolish Detail Drinking Fountain Diameter Dimension Division Dead Load Deep, Depth Door Down Spout Drawing Dowel
EA E.C. E.E. E.F. EJ EL ELEC EMBD ENCL EPB EQ E.S. E.W. EWH EXH EXIST EXP EXP BT EXT
Each Electrical Contractor Each End Each Face Expansion Joint Elevation Electrical Embedment Enclosure Electrical Panel Board Equal Each Side Each Way Electrical Water Heater Exhaust Existing Expansion or Exposed Expansion Bolt Exterior
FA FDTN FD FDN FE FEC F.F. FF EL FH FHC FIN FLR FLR SK FOC FO FOF FOM FOS FRMG FTG
Fire Alarm Foundation Floor Drain Foundation Fire Extinguisher. Fire Extinguisher Cabinet Finished Floor Finish Floor Elevation Fire Hydrant Fire Hose Cabinet Finish Floor Floor Sink Face of Concrete Finish Opening Face of Finish Face of Masonry Face of Stud Framing Footing
GA GALV GB G.C. GLZ GLZ CMU GR SF GYP
Gauge Galvanized Grab Bar General Contractor Glazing Glazed Concrete Masonry Unit Gross Square Feet Gypsum
HB HC HCP / HCPD HDR HDW HDWD HM HOR. / HORIZ HP HSB HSS HT HVAC HW
ID INSUL INT INV IP IPS
Inside Diameter Insulation Interior Invert Iron Pipe Iron Pipe Size
JAN CLO J-BOX JT JS
Janitor's Closet Junction Box Joint Janitor's Sink
KOP KPL
Knock Out Panel Kick Plate
LAM LAV LB / Lbs. LG LH LL LLH LLV LPT LT WT
Laminate Lavatory Pound(s) Long Left Hand Live Load Long Leg Horizontal Long Leg Vertical Low Point Light Weight
MATL MAX MB M.C. MECH MFR MH MIN MO MS MTL MULL
Material Maximum Machine Bolt Mechanical Contractor Mechanical Manufacturer / Supplier Manhole Minimum Masonry Opening Machine Screw Metal Mullion
NA / N/A NIC NO / # NOM NRC NTS
Not Applicable Not in Contract Number Nominal Noise Reduction Coefficient Not to Scale
O.C. OD OH / OPH OPNG OPP Oz
On Center Outside Diameter Opposite Hand Opening Opposite Ounce
P.C. P.L. PL / PLAM PLAS PLGL PLYWD PNL POL PR PSF PSI PTD P.T. PT / PTD PVC
Plumbing Contractor Plate Property Line Plastic Laminate Plaster Plate Glass Plywood Panel Polished Pair Pounds per Square Foot Pounds per Square Inch Paper Towel Dispenser Point Paint / Painted Poly Vinyl Chloride
Hose Bibb Hollow Core Handicapped Header Hardware Hardwood QT Hollow Metal Horizontal High Point High Strength Bolt Tube Steel Height Heating/Ventilating/Air Conditioning Hot Water
Quarry Tile
R R RA RCP RCP RD REBAR REC REINF REQD RESIL REST REV RHMS RM RO ROW RWL
Radius Riser Return Air Reinforced Concrete Pipe Reflected Ceiling Plan Roof Drain Reinforcing Steel Bars Recessed Reinforced / Reinforcing Required Resilient Rest Room Revision Round Head Machine Screw Room Rough Opening Right of Way Rain Water Leader
SC SCD SCHED SD SECT SF SHT SHTHG SHV SIM SM SND S.O.G. SPC SPEC SQ SS SST STD STIFF STL STOR STR STRUCT SUSP SYM
Solid Core Seat Cover Dispenser Schedule Storm Drain Section Square Feet Sheet Sheathing Shelving Similar Sheet Metal Sanitary Napkin Dispenser Slab On Grade Spacing Specifications Square Service Sink Stainless Steel Standard Stiffener Steel Storage Stair Structural Suspended Symmetrical
T T/ TB TD TDR TEL T&G THK THRES THRU TOC TOM TOS TPH TR TYP
Tread Top of (T/STL, T/CONC) Towel Bar Towel Dispenser Towel Dispenser/Receptacle Telephone Tongue and Groove Thickness Threshold Through Top of Concrete Top of Masonry Top of Steel Toilet Paper Holder Trench (FTG) Typical
UNO UR
Unless Noted Otherwise Urinal
V / VERT VB VCT VIF
Vertical Vinyl Base Vinyl Composition Tile Verify in Field
W/ WC WD WF WGL W/O WP WR WS WSCT WWF
With Water Closet Wood Wide Flange Wire Glass Without Working Point Water Repellent Weather Stripping Wainscot Welded Wire Fabric
EARTH EXISTING POINT ELEVATION
+481.0
GRAVEL FILL NEW POINT ELEVATION
+481.0
CONCRETE
130 EXISTING CONTOURS 130
CONCRETE BLOCK NEW CONTOURS PROPERTY/BOUNDARY LINE
MATCH LINE
BRICK
MATCH LINE
MARBLE
A
METAL 1/2" AND LARGER COLUMN GRID
1
USE LETTERS IN HORIZONTAL DIRECTION (EAST-WEST) USE NUMBERS IN VERTICAL DIRECTION (NORTH-SOUTH)
METAL 1/2" AND SMALLER
ROUGH WOOD
FINISH WOOD
ROOM NUMBER
102
SEE ROOM SCHEDULE SAME SHEET
PLYWOOD
DOOR NUMBER SEE DOOR SCHEDULE A6 SERIES
102A BATT OR BLANKET INSULATION WINDOW TYPE
E-1
SEE WINDOW SCHEDULE A6 SERIES
LOUVER TYPE
L-1
RIGID INSULATION
SEE LOUVE SCHEDULE A6 SERIES
WALL TYPE
903D
PLASTER
SEE WALL SCHEDULE A6 SERIES
+/- 0'-0" Name
DATUM POINT
GYPSUM BOARD
1
1
BUILDING SECTION NUMBER
A3.0
A3.0
SHEET REFERENCE NUMBER
8 A3.1
BUILDING SECTION
WALL SECTION NUMBER
MARBLE NEW OR RELOCATED IN ELEVATION EXTERIOR ELEVATION
WOOD NEW OR RELOCATED IN ELEVATION
INTERIOR ELEVATION
2
Coordinate all demolition work with new/renovation work. Review new work plans to verify and/or determine extent of demolition prior to performing demolition work.
EXISTING CONDITIONS
2.
The coursing of all masonry to match that in existing building.
Most conditions noted in the contract documents were observed during the course of the design of the project by the Architect. Some conditions were assumed. It is likely that additional defects and deterioration have occurred since the investigation of existing conditions by the Architect. It is possible that not all conditions were documented. Repair or restoration of these defects are to be assumed to be part of the work as like work identified in the contract documents, unless noted to not be part of the work of the Contract.
3.
Contractor to verify all dimensions and profiles of stone at the site.
4.
Fill any masonry voids with mortar or concrete where anchors occur.
5.
Provide structural lintels over all openings including those required for ductwork, pipes, louvers, grilles, dampers, etc.
6.
Coordinate locations and/or elevations of floor drain, registers, access panels, grilles, louvers, convectors, cabinet unit heaters, panels, etc., with mechanical and electrical contractors. Size and location of all floor openings to be verified with trade affected before proceeding with work. Bolting of wood to structural members or masonry shall be in general with a minimum of 1/2" bolts @ 4'-0" O.C. except where shown otherwise. Situations requiring special bolting shall be with the size and spacing of bolts to suit the conditions.
CONSIDERATION FOR WORK ON HISTORIC STRUCTURES
8.
In any room in which plumbing, heating, or electrical alterations are made: the contractor is responsible for cutting, patching and refinishing, and to make proper repairs to other building items affected; i.e. floors, walls, ceilings, base, chair rail, trim, etc.
The criteria for what constitutes an acceptable repair, restoration are different from those on a contemporary structure. Skilled craftsmanship examples in the existing fabric of the building are to be treated with the care and respect that such an example brings to the significance of the architecture itself. Preserve these examples, and extend this care to the work of restoring, repairing or replicating this craftsmanship using techniques worthy of the original work.
QUALITY ASSURANCE
6/16/2016 10:26:29 AM
Qualifications: Use adequate numbers of skilled workers, thoroughly trained and experienced in the necessary crafts, and completely familiar with specified requirement and methods needed for proper performance of work. contractor, or subcontractor, shall provide training so that workers are cognizant of relevant Secretary of the Interior's Standards and Guidelines for the treatment of historic properties. The Grant Homestead House is a historic building, and as such, all new work, restoration/ repair of existing work, and demolition/ removal of any work shall be performed with utmost care and respect for the historical and cultural value of the building. Contractor has complete responsibility to correctly measure the size, shape, horizontal and vertical level/plumb of each and every opening that needs to be replaced or restored. Any new window/door that does not fit perfectly or leaves wide gaps (3/8" or more) at the jamb, sill or head; or is too big or too small for the existing opening will be rejected and replaced without additional cost to the Owner.
In general, new materials and materials for repair conditions shall match similar items in quality, detail, profile and finish as those already built into the work.
10. Contractor(s) to repair any damage caused by them to existing walls, ceilings, floors, doors, windows, bases, chair-rails, trims, etc., during the course of work.
Alternates: ALT #1: SITE IMPROVEMENTS
2200 W 5th Ave, Ste 350 Columbus, OH 43215
Drawing Issue Dates 90% Construction Documents 4/29/2016 Bid Set / Permit Set 6/17/2016
06 - Mechanical M100 Mechanical Floor Plan M200 Mechanical Specifications 07 - Plumbing P100 Plumbing Floor Plan P200 Plumbing Specifications
Revision Schedule Revision Revision Revision # Description Date
General Notes
2. All dimensions shall be verified at the job by the General Contractor and each Sub-Contractor and the Architect must be notified of any discrepancies before proceeding with the work.
REVISION MARK
2
DETAIL NUMBER
4. All vertical elevations and working points are given with reference to First Floor finished floor elevation 100'-0" datum. 5. All door locations not dimensioned are located by door schedule on A-600.
DETAIL
SHEET REFERENCE NUMBER
6. Offset studs and/or shim as required to align finish material.
N
7. All walls of all rooms with exposed structure ceilings to extend and seal to the structure. 8. All housekeeping curbs and equipment pads shall be furnished and installed by the general trades contractor. Verify with appropriate contractor(s) for required size and location.
NORTH ARROW
9. All floor drain (F.D.) elevations are 1/2" lower than finished floor elevation unless otherwise noted. 10. The drawings are the graphic portion of the contract documents showing the design, location, and dimensions of the work. Do not scale the drawings to determine a dimension in question, consult the Architect for clarification.
Vicinity Map
Area Map
11. Contractor(s) are to investigate and verify location, condition, and capacity of all existing utilities within the limits of work, prior to beginning construction. See site utility, mechanical and electrical drawings for further information. 12. Size and location of all floor openings to be verified with trade affected before proceeding with work. 13. The structure is designed to be self-supporting and stable after the building is fully completed. It is solely the contractor(s) responsibility to determine erection procedures and sequences and to ensure the safety of the building and its component parts during erection, including the addition of shoring, sheathing, temporary enclosure, etc. It is the contractor(s) sole responsibility to follow all applicable safety and construction regulations, ordinances and codes during the course of construction. 14. Cleanup shall occur daily and will be strictly enforced. Areas of work must be restored to the level of cleanliness as before the work began. 15. All materials shown on these drawings are to be new, unless noted to be existing, salvaged, relocated, etc. this is true regardless of whether it is noted as new or not.
GRANT HOMESTEAD FARM HOUSE RESTORATION 4124 Haughn Road, Grove City, Ohio 43123
IS
The nature of the restoration work of this project is to both repair/restore existing work and to replace some of the work in kind. In some instances the existing work will be extended or duplicated in new work, which is adjacent to or adjoins the existing work. In these cases, match the characteristics of the existing design as precisely as possible using technique, color, texture, profile, size, material to fabricate the new material, or to make transitions of new to old work imperceptible.
9.
Catalyst Engineering
E OF OH AT Robert K. Smith
REG
C:\RevitLocal\15040_Grove City Homestead_v2015_kalpab.rvt
7.
MEP Engineering
IO
Historic: words such as “historic,” “historic fabric,” “historic materials,” “historic building materials,” or words of similar meaning shall be understood to mean that the material or feature is considered to have aspects that require preservation and all work impacting the material or feature shall conform to the Secretary of the Interior's Standards and Guildelines for the treatment of historic properties.
5900 Sharon Woods Blvd. Columbus, OH 43229
3. All dimensions are to the face of finish, face of concrete, face of masonry, to centerlines of columns and other grid points, and to centerlines of doors and other scheduled openings unless otherwise noted.
A8.1
DEFINITIONS
Kabil Associates
1. Schedules Room Finish Material and Color Schedule see drawing A601. Door and Frame Schedule see drawing A600. Wall Type Schedule see drawing A001. Window Schedule see drawing A600.
SHEET REFERENCE NUMBER
1 A7.1
Consultants: Structural/Civil
WALL SECTION
ELEVATION NUMBER
A7.1
300 Marconi Boulevard T 614-628-0300 F 614-628-0311 Columbus OH 43215 schooleycaldwell.com
SHEET REFERENCE NUMBER
PLASTER OR GYPSUM BOARD IN ELEVATION
1.
05 - Structural S001 Structural Notes S002 Structural Notes S003 Structural Notes S100 Basement Floor - Structural Plan S101 First Floor - Structural Plan S102 Second Floor - Structural Plan S103 Roof Framing - Structural Plan S200 Structural Sections and Details S300 Structural Photographs
EXISTING CONSTUCTION U.N.O.
1
2
REMODELING NOTES
04 - Architectural A001 Wall Partition Assemblies A100 Basement Plan A101 First Floor Plan A102 Second Floor Plan A200 Exterior Elevations - West and North A201 Exterior Elevations - East & South A300 Building Sections A500 Exterior Enlarged Plans & Elevations - Porch A501 Exterior Details - Masonry Repair A502 Exterior Details - Roof A600 Door & Window Schedule A601 Finish Schedule A700 Interior Enlarged Plans & Elevations A800 Interior Details - Doors and Windows A801 Interior Details A802 Interior Details A803 Interior Details A900 Reflected Ceiling Plan
08 - Electrical E100 Electrical Floor Plan E200 Electrical Specifications
3
In addition to all other requirements, all work of this contract shall be performed in accordance with the Secretary of Interior's Standards for the Treatment of Historic Properties with Guidelines for Preserving, Rehabilitating, Restoring and Reconstructing Historic Buildings.
03 - Landscape L100 Site Plan - Overall L101 Site Plan - Farm House
Room Name
4
Guidelines for Work on Historic Buildings
01 - General G000 Cover Sheet G001 Index, Symbols, & Abbreviations G002 Code Analysis
7092
TE
EC T
AB ABV AC A/C ACT AD ADD'L ADJ A/E AFF AFS ALUM ALT ANG ANOD AOR ARCH ASPH
@
DEMO DET DF DIA DIM DIV DL DP DR DS DWG DWL
IT
#
And Angle At Diameter Electrical Phase Pound(s)
∠
Drawing Index
ST
&
Material Indications
Symbols
Abbreviations
RED ARCH
Robert K. Smith, License #7092 Expiration Date 12/31/2017
Index, Symbols, & Abbreviations
ALT #2: FLOOR COVERINGS ALT #3: WINDOW COVERINGS ALT #4: CUSTOM FURNITURE
General
G001 June 2016 15040.05
