31A-011 259 Elm St Arch plans 2018-09-26UPUPB=7'-5" A.F.F.C=8'-4" A.F.F.S=6'-4.5" A.F.F.H=8'-3" A.F.F.S=6'-4.5" A.F.F.H=8'-3" A.F.F.S=6'-4.5" A.F.F.H=8'-3" A.F.F.S=6'-4.5" A.F.F.H=8'-3" A.F.F.S=6'-4.5" A.F.F.H=8'-3" A.F.F.SCALE: 1/4" = 1'-0"Existing Basement Floor Plan27'-11 1/2"20'-9 1/2"15'-1 1/2"13'-1 1/2"18'-2 1/2"4'-4 1/2"EX051EX042EX053EX041EX043EX052Scale:Drawn By:Existing Conditions Surveys Inc.398 Columbus Avenue #334Boston, MA 02116 USAT 617.247.9161F 617.249.0746E info@existingconditions.comRevision ScheduleRevisionNumberRevisionDescriptionRevisionDateDate:www.existingconditions.comThe Most AccurateExisting Conditions Surveys andAs-Built Surveyswww.existingconditions.comAll projects are measured using the mostadvanced laser measuring equipment andour best standards and practices. All workwill be field verified by client prior to designor construction or other use, please visitwww.existingconditions.com for terms andconditions of use.General Notes:1.It is expressly understood by client that ECS is not anarchitectural or engineering entity. None of the documentsprepared by ECS for client shall have any stamping or certificationof such trade professionals.2.This is not a structural or MEP analysis or due diligencemodel. Visible and accessible elements are modeled for locationand size. Further structural or MEP analysis could be necessary byothers.3.STANDARD OF PRACTICE. Services performed by ECSunder this Agreement will be conducted in a manner consistentwith that level of care and skill ordinarily exercised by members ofthe profession currently practicing in the same locality under similarconditions. No other representation, expressed or implied, and nowarranty or guarantee is included or intended in this Agreement, orin any report, opinion, document or otherwise.Laser Scanning Notes:1.Terrestrial laser scanning equipment utilized by ECS, Inc. isable to achieve levels of accuracy down to ±2mm at 20 meters, perFARO, the manufacturer, specifications, see www.faro.com.2.Laser scanning equipment uses light waves to measuredistances, unforeseen site conditions such as dust, moisture,vibration, surface reflectivity, lighting conditions, temperature,humidity, ferromagnetic materials, building configuration etc. mayimpact registration between scan locations.3.Accuracy over long distances can be improved if the clientprovides survey benchmarks prior to scanning in order to referencethe laser scan data into a coordinate system.4.The Revit file contains the most complete alignment of pointcloud data. All laser scanning by default is in a localized coordinatesystem. Laser scans completed on multiple days may be tied intoprevious laser scans by use of site specific features and targets.Final point cloud adjustments are made in Revit for a finalverification.TMREV03062017
Autumn Inn259 Elm StNorthampton, MA 1060ExistingBasement FloorPlanEX01KDC1/4" = 1'-0"2018-05-14
UPUPUPC=7'-6" A.F.F.274 SFRoom16349 SFRoom17267 SFRoom18267 SFRoom19266 SFRoom20267 SFRoom21264 SFRoom22270 SFRoom10266 SFRoom11268 SFRoom12268 SFRoom13269 SFRoom14269 SFRoom15C=7'-6" A.F.F.C=7'-6" A.F.F.C=7'-6" A.F.F.C=7'-6" A.F.F.C=7'-6" A.F.F.C=7'-6" A.F.F.C=7'-6" A.F.F.C=7'-6" A.F.F.C=7'-6" A.F.F.C=7'-6" A.F.F.C=7'-6" A.F.F.C=7'-6" A.F.F.S=2'-10" A.F.F.H=6'-5.5" A.F.F.S=2'-10" A.F.F.H=6'-5.5" A.F.F.S=2'-10" A.F.F.H=6'-5.5" A.F.F.S=2'-10" A.F.F.H=6'-5.5" A.F.F.S=2'-10" A.F.F.H=6'-5.5" A.F.F.S=2'-10" A.F.F.H=6'-5.5" A.F.F.S=2'-10" A.F.F.H=6'-5.5" A.F.F.S=2'-10" A.F.F.H=6'-5.5" A.F.F.S=2'-10" A.F.F.H=6'-5.5" A.F.F.S=2'-10" A.F.F.H=6'-5.5" A.F.F.S=2'-10" A.F.F.H=6'-5.5" A.F.F.S=2'-10" A.F.F.H=6'-5.5" A.F.F.S=2'-10" A.F.F.H=6'-5.5" A.F.F.S=2'-0.5" A.F.F.H=6'-6.5" A.F.F.S=2'-0.5" A.F.F.H=6'-6.5" A.F.F.S=2'-0.5" A.F.F.H=6'-6.5" A.F.F.S=2'-0.5" A.F.F.H=6'-6.5" A.F.F.S=2'-0.5" A.F.F.H=6'-6.5" A.F.F.S=2'-0.5" A.F.F.H=6'-6.5" A.F.F.S=2'-0.5" A.F.F.H=6'-6.5" A.F.F.S=2'-0.5" A.F.F.H=6'-6.5" A.F.F.S=2'-0.5" A.F.F.H=6'-6.5" A.F.F.551 SFRoom40C=7'-6" A.F.F.DNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNSCALE: 1/4" = 1'-0"Existing First Floor PlanDNDNDNDNC=7'-6" A.F.F.119'-0 1/2"38'-0"13'-0"18'-0 1/2"12'-8 1/2"18'-0 1/2"12'-8"12'-5"12'-8"12'-6 1/2"12'-7 1/2"18'-0 1/2"
18'-0 1/2"
18'-0 1/2"
18'-0 1/2"
18'-0 1/2"
17'-10 1/2"17'-3"12'-9"12'-8 1/2"4'-10 1/2"4'-10 1/2"4'-11"4'-10 1/2"4'-10"4'-10 1/2"12'-8"12'-8 1/2"4'-10 1/2"12'-6 1/2"9'-11"9'-5 1/2"8'-0"29'-3"20'-11 1/2"9'-4 1/2"10'-6 1/2"29'-3 1/2"18'-5 1/2"
7'-11"
17'-10 1/2"
17'-10 1/2"
17'-10 1/2"
17'-10 1/2"
17'-10 1/2"3'-11 1/2"6'-4 1/2"30'-9 1/2"50'-11"30'-10"24'-6"18'-9 1/2"3'-5 1/2"4'-11 1/2"7'-5 1/2"EX051EX042EX053EX041EX043EX052Scale:Drawn By:Existing Conditions Surveys Inc.398 Columbus Avenue #334Boston, MA 02116 USAT 617.247.9161F 617.249.0746E info@existingconditions.comRevision ScheduleRevisionNumberRevisionDescriptionRevisionDateDate:www.existingconditions.comThe Most AccurateExisting Conditions Surveys andAs-Built Surveyswww.existingconditions.comAll projects are measured using the mostadvanced laser measuring equipment andour best standards and practices. All workwill be field verified by client prior to designor construction or other use, please visitwww.existingconditions.com for terms andconditions of use.General Notes:1.It is expressly understood by client that ECS is not anarchitectural or engineering entity. None of the documentsprepared by ECS for client shall have any stamping or certificationof such trade professionals.2.This is not a structural or MEP analysis or due diligencemodel. Visible and accessible elements are modeled for locationand size. Further structural or MEP analysis could be necessary byothers.3.STANDARD OF PRACTICE. Services performed by ECSunder this Agreement will be conducted in a manner consistentwith that level of care and skill ordinarily exercised by members ofthe profession currently practicing in the same locality under similarconditions. No other representation, expressed or implied, and nowarranty or guarantee is included or intended in this Agreement, orin any report, opinion, document or otherwise.Laser Scanning Notes:1.Terrestrial laser scanning equipment utilized by ECS, Inc. isable to achieve levels of accuracy down to ±2mm at 20 meters, perFARO, the manufacturer, specifications, see www.faro.com.2.Laser scanning equipment uses light waves to measuredistances, unforeseen site conditions such as dust, moisture,vibration, surface reflectivity, lighting conditions, temperature,humidity, ferromagnetic materials, building configuration etc. mayimpact registration between scan locations.3.Accuracy over long distances can be improved if the clientprovides survey benchmarks prior to scanning in order to referencethe laser scan data into a coordinate system.4.The Revit file contains the most complete alignment of pointcloud data. All laser scanning by default is in a localized coordinatesystem. Laser scans completed on multiple days may be tied intoprevious laser scans by use of site specific features and targets.Final point cloud adjustments are made in Revit for a finalverification.TMREV03062017
Autumn Inn259 Elm StNorthampton, MA 1060Existing FirstFloor PlanEX02KDC1/4" = 1'-0"2018-05-14
C=7'-7" A.F.F.C=7'-7" A.F.F.C=7'-7" A.F.F.C=7'-7" A.F.F.C=7'-7" A.F.F.C=7'-7" A.F.F.C=7'-7" A.F.F.C=7'-7" A.F.F.C=7'-7" A.F.F.C=7'-7" A.F.F.C=7'-7" A.F.F.C=7'-7" A.F.F.C=7'-7" A.F.F.C=7'-7" A.F.F.C=7'-7" A.F.F.C=7'-7" A.F.F.C=7'-7" A.F.F.C=7'-7" A.F.F.256 SFRoom23255 SFRoom24283 SFRoom25285 SFRoom26283 SFRoom27218 SFRoom28256 SFRoom29327 SFRoom30218 SFRoom31283 SFRoom32286 SFRoom33283 SFRoom34255 SFRoom35253 SFRoom36530 SFRoom37234 SFRoom38338 SFRoom39424 SFRoom49S=3'-4" A.F.F.H=6'-6" A.F.F.S=3'-4" A.F.F.H=6'-6" A.F.F.S=3'-4" A.F.F.H=6'-6" A.F.F.S=3'-4" A.F.F.H=6'-6" A.F.F.S=3'-4" A.F.F.H=6'-6" A.F.F.S=3'-4" A.F.F.H=6'-6" A.F.F.S=3'-4" A.F.F.H=6'-6" A.F.F.S=3'-4" A.F.F.H=6'-6" A.F.F.S=3'-4" A.F.F.H=6'-6" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=2'-8" A.F.F.H=5'-8" A.F.F.S=3'-4" A.F.F.H=6'-6" A.F.F.S=3'-4" A.F.F.H=6'-6" A.F.F.S=3'-4" A.F.F.H=6'-6" A.F.F.S=3'-4" A.F.F.H=6'-6" A.F.F.S=2'-8" A.F.F.H=5'-7" A.F.F.S=2'-8" A.F.F.H=5'-7" A.F.F.DNDNSCALE: 1/4" = 1'-0"Existing Second Floor PlanDNUNFINISHEDATTIC SPACE12'-0"16'-8"9'-9 1/2"10'-2"6'-6 1/2"6'-1"6'-0"3'-5 1/2"14'-11"13'-10 1/2"14'-2 1/2"18'-6"9'-4 1/2"15'-8 1/2"6'-3 1/2"15'-11"12'-0 1/2"16'-10"15'-11"18'-7 1/2"12'-7"15'-7 1/2"4'-11"7'-6 1/2"
6'-11 1/2"4'-10 1/2"12'-8"15'-7 1/2"4'-10 1/2"12'-7 1/2"12'-8"12'-7"4'-10 1/2"12'-9 1/2"4'-10 1/2"12'-9"15'-7 1/2"
15'-7 1/2"
18'-10 1/2"
18'-10 1/2"
18'-10 1/2"
15'-7 1/2"5'-3"17'-3"4'-10 1/2"12'-9"12'-7"12'-8"4'-10 1/2"12'-7 1/2"4'-10 1/2"12'-7 1/2"12'-7"15'-7 1/2"
15'-7 1/2"
3'-3 1/2"3'-0"18'-10 1/2"
18'-10 1/2"
18'-10 1/2"
15'-7 1/2"
3'-3 1/2"3'-0"2'-10 1/2"3'-3 1/2"3'-3 1/2"2'-11"2'-11 1/2"3'-3 1/2"
2'-10 1/2"
2'-10 1/2"
2'-10 1/2"
3'-3 1/2"3'-0 1/2"3'-0 1/2"3'-3 1/2"EX051EX042EX053EX041EX043EX052Scale:Drawn By:Existing Conditions Surveys Inc.398 Columbus Avenue #334Boston, MA 02116 USAT 617.247.9161F 617.249.0746E info@existingconditions.comRevision ScheduleRevisionNumberRevisionDescriptionRevisionDateDate:www.existingconditions.comThe Most AccurateExisting Conditions Surveys andAs-Built Surveyswww.existingconditions.comAll projects are measured using the mostadvanced laser measuring equipment andour best standards and practices. All workwill be field verified by client prior to designor construction or other use, please visitwww.existingconditions.com for terms andconditions of use.General Notes:1.It is expressly understood by client that ECS is not anarchitectural or engineering entity. None of the documentsprepared by ECS for client shall have any stamping or certificationof such trade professionals.2.This is not a structural or MEP analysis or due diligencemodel. Visible and accessible elements are modeled for locationand size. Further structural or MEP analysis could be necessary byothers.3.STANDARD OF PRACTICE. Services performed by ECSunder this Agreement will be conducted in a manner consistentwith that level of care and skill ordinarily exercised by members ofthe profession currently practicing in the same locality under similarconditions. No other representation, expressed or implied, and nowarranty or guarantee is included or intended in this Agreement, orin any report, opinion, document or otherwise.Laser Scanning Notes:1.Terrestrial laser scanning equipment utilized by ECS, Inc. isable to achieve levels of accuracy down to ±2mm at 20 meters, perFARO, the manufacturer, specifications, see www.faro.com.2.Laser scanning equipment uses light waves to measuredistances, unforeseen site conditions such as dust, moisture,vibration, surface reflectivity, lighting conditions, temperature,humidity, ferromagnetic materials, building configuration etc. mayimpact registration between scan locations.3.Accuracy over long distances can be improved if the clientprovides survey benchmarks prior to scanning in order to referencethe laser scan data into a coordinate system.4.The Revit file contains the most complete alignment of pointcloud data. All laser scanning by default is in a localized coordinatesystem. Laser scans completed on multiple days may be tied intoprevious laser scans by use of site specific features and targets.Final point cloud adjustments are made in Revit for a finalverification.TMREV03062017
Autumn Inn259 Elm StNorthampton, MA 1060Existing SecondFloor PlanEX03KDC1/4" = 1'-0"2018-05-14
Basement-9' - 6"First Floor0' - 0"Second Floor8' - 8 1/2"17' - 3 1/2"AtticSCALE: 1/4" = 1'-0"Existing Exterior Elevation1Basement-9' - 6"First Floor0' - 0"Second Floor8' - 8 1/2"Attic17' - 3 1/2"Basement-9' - 6"First Floor0' - 0"8' - 8 1/2"Second FloorAttic17' - 3 1/2"SCALE: 1/4" = 1'-0"Existing Exterior Elevation2SCALE: 1/4" = 1'-0"Existing Exterior Elevation3Scale:Drawn By:Existing Conditions Surveys Inc.398 Columbus Avenue #334Boston, MA 02116 USAT 617.247.9161F 617.249.0746E info@existingconditions.comRevision ScheduleRevisionNumberRevisionDescriptionRevisionDateDate:www.existingconditions.comThe Most AccurateExisting Conditions Surveys andAs-Built Surveyswww.existingconditions.comAll projects are measured using the mostadvanced laser measuring equipment andour best standards and practices. All workwill be field verified by client prior to designor construction or other use, please visitwww.existingconditions.com for terms andconditions of use.General Notes:1.It is expressly understood by client that ECS is not anarchitectural or engineering entity. None of the documentsprepared by ECS for client shall have any stamping or certificationof such trade professionals.2.This is not a structural or MEP analysis or due diligencemodel. Visible and accessible elements are modeled for locationand size. Further structural or MEP analysis could be necessary byothers.3.STANDARD OF PRACTICE. Services performed by ECSunder this Agreement will be conducted in a manner consistentwith that level of care and skill ordinarily exercised by members ofthe profession currently practicing in the same locality under similarconditions. No other representation, expressed or implied, and nowarranty or guarantee is included or intended in this Agreement, orin any report, opinion, document or otherwise.Laser Scanning Notes:1.Terrestrial laser scanning equipment utilized by ECS, Inc. isable to achieve levels of accuracy down to ±2mm at 20 meters, perFARO, the manufacturer, specifications, see www.faro.com.2.Laser scanning equipment uses light waves to measuredistances, unforeseen site conditions such as dust, moisture,vibration, surface reflectivity, lighting conditions, temperature,humidity, ferromagnetic materials, building configuration etc. mayimpact registration between scan locations.3.Accuracy over long distances can be improved if the clientprovides survey benchmarks prior to scanning in order to referencethe laser scan data into a coordinate system.4.The Revit file contains the most complete alignment of pointcloud data. All laser scanning by default is in a localized coordinatesystem. Laser scans completed on multiple days may be tied intoprevious laser scans by use of site specific features and targets.Final point cloud adjustments are made in Revit for a finalverification.TMREV03062017
Autumn Inn259 Elm StNorthampton, MA 1060Existing ExteriorElevationsEX04KDC1/4" = 1'-0"2018-05-14
Basement-9' - 6"First Floor0' - 0"Second Floor8' - 8 1/2"Attic17' - 3 1/2"SCALE: 1/4" = 1'-0"Existing Exterior Elevation1Basement-9' - 6"First Floor0' - 0"Second Floor8' - 8 1/2"Attic17' - 3 1/2"Basement-9' - 6"First Floor0' - 0"Second Floor8' - 8 1/2"Attic17' - 3 1/2"SCALE: 1/4" = 1'-0"Existing Exterior Elevation2SCALE: 1/4" = 1'-0"Existing Exterior Elevation3Scale:Drawn By:Existing Conditions Surveys Inc.398 Columbus Avenue #334Boston, MA 02116 USAT 617.247.9161F 617.249.0746E info@existingconditions.comRevision ScheduleRevisionNumberRevisionDescriptionRevisionDateDate:www.existingconditions.comThe Most AccurateExisting Conditions Surveys andAs-Built Surveyswww.existingconditions.comAll projects are measured using the mostadvanced laser measuring equipment andour best standards and practices. All workwill be field verified by client prior to designor construction or other use, please visitwww.existingconditions.com for terms andconditions of use.General Notes:1.It is expressly understood by client that ECS is not anarchitectural or engineering entity. None of the documentsprepared by ECS for client shall have any stamping or certificationof such trade professionals.2.This is not a structural or MEP analysis or due diligencemodel. Visible and accessible elements are modeled for locationand size. Further structural or MEP analysis could be necessary byothers.3.STANDARD OF PRACTICE. Services performed by ECSunder this Agreement will be conducted in a manner consistentwith that level of care and skill ordinarily exercised by members ofthe profession currently practicing in the same locality under similarconditions. No other representation, expressed or implied, and nowarranty or guarantee is included or intended in this Agreement, orin any report, opinion, document or otherwise.Laser Scanning Notes:1.Terrestrial laser scanning equipment utilized by ECS, Inc. isable to achieve levels of accuracy down to ±2mm at 20 meters, perFARO, the manufacturer, specifications, see www.faro.com.2.Laser scanning equipment uses light waves to measuredistances, unforeseen site conditions such as dust, moisture,vibration, surface reflectivity, lighting conditions, temperature,humidity, ferromagnetic materials, building configuration etc. mayimpact registration between scan locations.3.Accuracy over long distances can be improved if the clientprovides survey benchmarks prior to scanning in order to referencethe laser scan data into a coordinate system.4.The Revit file contains the most complete alignment of pointcloud data. All laser scanning by default is in a localized coordinatesystem. Laser scans completed on multiple days may be tied intoprevious laser scans by use of site specific features and targets.Final point cloud adjustments are made in Revit for a finalverification.TMREV03062017
Autumn Inn259 Elm StNorthampton, MA 1060Existing ExteriorElevationsEX05KDC1/4" = 1'-0"2018-05-14