264 South Street permit application (1)
The Commonwealth of Massachusetts
Board of Building Regulations and Standards
Massachusetts State Building Code, 780 CMR
Building Permit Application To Construct, Repair, Renovate Or Demolish a
One- or Two-Family Dwelling
FOR
MUNICIPALITY
USE
Revised Mar 2011
This Section For Official Use Only
Building Permit Number: _____________________ Date Applied: ______________________________
___________________________________ ____________________________________________ ___________ Building Official (Print Name) Signature Date
SECTION 1: SITE INFORMATION
1.1 Property Address:
____________________________________________
1.1a Is this an accepted street? yes_____ no_____
1.2 Assessors Map & Parcel Numbers
_____________________ ____________________
Map Number Parcel Number
1.3 Zoning Information:
_______________ ___________________
Zoning District Proposed Use
1.4 Property Dimensions:
_____________________ ____________________
Lot Area (sq ft) Frontage (ft)
1.5 Building Setbacks (ft)
Front Yard Side Yards Rear Yard
Required Provided Required Provided Required Provided
1.6 Water Supply: (M.G.L c. 40, § 54)
Public Private
1.7 Flood Zone Information:
Zone: ___ Outside Flood Zone?
Check if yes
1.8 Sewage Disposal System:
Municipal On site disposal system
SECTION 2: PROPERTY OWNERSHIP1
2.1 Owner1 of Record:
________________________________________ _________________________________________________
Name (Print) City, State, ZIP
_____________________________________________ _________________ ___________________________________
No. and Street Telephone Email Address
SECTION 3: DESCRIPTION OF PROPOSED WORK2 (check all that apply)
New Construction Existing Building Owner-Occupied Repairs(s) Alteration(s) Addition
Demolition Accessory Bldg. Number of Units_____ Other Specify:________________________
Brief Description of Proposed Work2:_________________________________________________________________
_______________________________________________________________________________________________
_______________________________________________________________________________________________
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs:
(Labor and Materials) Official Use Only
1. Building $ 1. Building Permit Fee: $_______ Indicate how fee is determined:
Standard City/Town Application Fee
Total Project Cost3 (Item 6) x multiplier _______ x _______
2. Other Fees: $_________
List:_________________________________________________
____________________________________________________
Total All Fees: $_______________
Check No. ______Check Amount: _______Cash Amount:______
Paid in Full Outstanding Balance Due:__________
2. Electrical $
3. Plumbing $
4. Mechanical (HVAC) $
5. Mechanical (Fire
Suppression) $
6. Total Project Cost: $
x
Northampton, MA, 01060
1
264 South Street
Jonathan and Elizabeth Roberts
264 South Street
4,840
10,338
89,348
74,170
Kitchen and bathroom remodel. Refinishing of walls and ceiling in upstairs hallway and office. Removing
load bearing wall in office and installing support beam.
(512) 635 - 5629 roberts.jon.michael@gmail.com
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License (CSL)
________________________________________________________
Name of CSL Holder
_________________________________________________________
No. and Street
_________________________________________________________
City/Town, State, ZIP
_________________________________________________________
__________________ ______________________________________
Telephone Email address
_____________________ ______________
License Number Expiration Date
List CSL Type (see below) _______________
Type Description
U Unrestricted (Buildings up to 35,000 cu. ft.)
R Restricted 1&2 Family Dwelling
M Masonry
RC Roofing Covering
WS Window and Siding
SF Solid Fuel Burning Appliances
I Insulation
D Demolition
5.2 Registered Home Improvement Contractor (HIC)
______________________________________________________________
HIC Company Name or HIC Registrant Name
______________________________________________________________
No. and Street
________________________________________ ____________________
City/Town, State, ZIP Telephone
_____________________ ______________
HIC Registration Number Expiration Date
_______________________________________
Email address
SECTION 6: WORKERS’ COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152. § 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide
this affidavit will result in the denial of the Issuance of the building permit.
Signed Affidavit Attached? Yes ………. No ………..
SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER’S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I, as Owner of the subject property, hereby authorize_____________________________________________________
to act on my behalf, in all matters relative to work authorized by this building permit application.
______________________________________________________ ______________________
Print Owner’s Name (Electronic Signature) Date
SECTION 7b: OWNER1 OR AUTHORIZED AGENT DECLARATION
By entering my name below, I hereby attest under the pains and penalties of perjury that all of the information
contained in this application is true and accurate to the best of my knowledge and understanding.
_____________________________________________________________ ______________________
Print Owner’s or Authorized Agent’s Name (Electronic Signature) Date
NOTES:
1. An Owner who obtains a building permit to do his/her own work, or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor (HIC) Program), will not have access to the arbitration
program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at
www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps
2. When substantial work is planned, provide the information below:
Total floor area (sq. ft.) _________________________ (including garage, finished basement/attics, decks or porch)
Gross living area (sq. ft.) __________________ Habitable room count ______________________
Number of fireplaces______________________ Number of bedrooms _____________________
Number of bathrooms ____________________ Number of half/baths ______________________
Type of heating system ___________________ Number of decks/ porches __________________
Type of cooling system_____________________ Enclosed ______________Open _____________
3. “Total Project Square Footage” may be substituted for “Total Project Cost”
Carl Woodruff
122 Pleasant Street, Suite 109
Easthampton, MA, 01027
315-854-4024 carl@oxbowdesignbuild.com
CS-109983 03/04/2020
U
197929 02/06/2022Oxbow Design Build Cooperative, INC
122 Pleasant Street, Suite 109
Easthampton, MA, 01027 413-527-9000
carl@oxbowdesignbuild.com
Carl Woodruff, Oxbow Design Build Cooperative, Inc.
Carl Woodruff January 19, 2022
January 20, 2022
City of Northampton
Massachusetts
DEPARTMENT OF BUILDING INSPECTIONS
212 Main Street ● Municipal Building
Northampton, MA 01060
CONSTRUCTION DEBRIS AFFIDAVIT
(FOR ALL DEMOLITION AND RENOVATION PROJECTS)
In accordance of the provisions of MGL c 40, S54, a condition of Building Permit
Number ________________ is that all debris resulting from this work shall be disposed of in a
properly licensed waste disposal facility, as defined by MGL c 111, S 150A.
The debris will be disposed of in:
Location of Facility: ___________________________________________________
The debris will be transported by:
Name of Hauler: ______________________________________________________
Signature of Applicant: __________________________________Date: ___________
Valley Recycling
Allen's Roll Off
01/20/2022
Oxbow Design Build Cooperative, INC
122 Pleasant Street, Suite 109
Easthampton, MA, 01027 413 527-9000
11
Ohio Security Insurance Company
07/27/2022XWS (22) 57 41 28 82
264 South Street Northampton, MA, 01060
413 527-9000
01/20/2022
ScaleDateDrawn byProject Address4/22/2021 4:26:36 PMG1.01Cover SheetRemodelJonathon andElizabeth Roberts04-15-2021Chris Millette264 South StreetNorthampton, MAKITCHEN AND BATH REMODELROBERTS| 264 SOUTH STREETPRELIMINARY INFORMATIONCLIENTJONATHON & ELIZABETH ROBERTSPROJECT LOCATION264 SOUTH STREETNORTHAMPTON, MADESIGNERCHRIS MILLETTE, OXBOW DESIGN BUILD COOPERATIVE, INC. 122 PLEASANT STREET, SUITE 109EASTHAMPTON, MACONTRACTOROXBOW DESIGN BUILD COOPERATIVE, INC. 122 PLEASANT STREET, SUITE 109EASTHAMPTON, MAAPPLICABLE CODESMA 780 CMR 9th RESIDENTIAL CODE(MA AMEDNMENTS TO 2015 IRC)IECC 2015 (WITH MA AMENDMENTS)1Kitchen from Pantry2Bathroom from Hallway3Kitchen from Sink
EXITE.L.HH SPSSILLUMINATED EXIT SIGNEMERGENCY LIGHTSHORN/STROBESTROBEPULLSTATIONSMOKE/CO ALARM HEAT SENSORA1011SIM101A1011Ref1Ref1Ref1RefA1011Ref1Ref1Ref1RefNameElevation11A101SIMA1i0ELECTRICALLIFE SAFETYANNOTATIONSMATERIALSLINETYPESSWITCHDIMMER SWITCHTHREE-WAY SWITCHDUPLEX OUTLETQUADRUPLEX OUTLETD3WINDOWDOORFLOOR8' - 2"CENTERLINEDEMOLISHEDOVERHEADMISC. ANNOTATIONSECTIONPROPERTY LINEBREAK LINEDIMENSIONPROPOSED PARTEXISTINGEXTERIOR ELEVATIONINTERIOR ELEVATIONSSECTION HEADDETAIL HEADGRID HEADLEVEL HEADSPOT ELEVATIONREVISIONCOLUMN MARKERCENTERLINEA2" X 4" STUD WALL W/ 1/2" GYP. BD. CLADDING BOTH SIDES2" X 4" NO.2 SPF TOP AND TIE PLATES2" X 4" NO. 2 SPF STUDS @ 24" O.C. UNLESS OTHERWISE NOTED1/2" GYP. BD. BOTH SIDES2" X 4" NO. 2 SPF SOLE PLATE, TO BE DOUBLED W/ BOTTOM PLATE PRESSURE TREATED AND INSTALLED ON MOISTURE RETARDANT ROLL FOAM WHERE WALL IS INSTALLED ON CONCRETE SLAB, ATTACHED TO SLAB USING "RAMSET" POWDER ACTUATED FASTENERS OR EQ.2" X 6" NO.2 SPF TOP AND TIE PLATES1/2" GYP. BD. BOTH SIDES2" X 6" NO. 2 SPF STUDS @ 24" O.C. UNLESS OTHERWISE NOTED2" X 6" NO. 2 SPF SOLE PLATE, TO BE DOUBLED W/ BOTTOM PLATE PRESSURE TREATED AND INSTALLED ON MOISTURE RETARDANT ROLL FOAM WHERE WALL IS INSTALLED ON CONCRETE SLAB, ATTACHED TO SLAB USING "RAMSET" POWDER ACTUATED FASTENERS OR EQ.B2" X 6" STUD WALL W/ 1/2" GYP. BD. CLADDING BOTH SIDESC2" X 6" EXTERIOR STUD WALL W/ CLAPBOARD SIDINGINTERIOREXTERIOR2" X 6" NO.2 SPF TOP AND TIE PLATES2" DEMILEC "ICYNENE" CLOSED-CELL SPRAY FOAM INSULATION "ZIP" R-3.6 SHEATHING SYSTEM W/ TAPED SEAMS1/2" GYP. BD. INT. CLADDING2" X 6" NO. 2 SPF STUDS @ 24" O.C. UNLESS OTHERWISE NOTED3-1/2" DENSE-PACKED CELLULOSE OR ROCK WOOL INSULATION1" X 4" FURRING STRIPS VERTICALLY @ EACH STUDCLAPBOARD SIDING PER OWNER W/ 5" REVEALD2" X 6" EXTERIOR STUD WALL W/ BATTEN ON BOARDINTERIOREXTERIOR2" X 6" NO.2 SPF TOP AND TIE PLATES2" DEMILEC "ICYNENE" CLOSED-CELL SPRAY FOAM INSULATION "ZIP" R-3.6 SHEATHING SYSTEM W/ TAPED SEAMS1/2" GYP. BD. INT. CLADDING2" X 6" NO. 2 SPF STUDS @ 24" O.C. UNLESS OTHERWISE NOTED3-1/2" DENSE-PACKED CELLULOSE OR ROCK WOOL INSULATION1" X 4" FURRING STRIPS VERTICALLY @ 12" O.C.BATTEN ON BOARD SIDING W/ BATTENS @ 12" O.C.E2" X 3" BASEMENT INSULATION WALLCONC. FOUNDATION WALL AS SPECIFIED ELSEWHERE1" X 4" HORIZONTAL FURRING ATTACHED TO WALL USING CONSTRUCTION ADHESIVE @ 24" O.C. VERTICALLY2" X 3" TOP PLATE2" X 3" STUDS @ 24" O.C.1/2" GYP. BD.3-1/4" DENSE PACKED CELLULOSE OR ROCK WOLL INSULATION, ADD/ALT FOR DEMILEC "ICYNENE" CLOSED-CELL SPRAY FOAM2" X 3" P.T. SOLE PLATEF1-HOUR FIRE RATED 2" X 6" PARTITIONINTERIOREXTERIOR2" X 6" NO.2 SPF TOP AND TIE PLATES2" X 6" NO. 2 SPF STUDS @ 24" O.C. UNLESS OTHERWISE NOTED1/2" GYP. BD. BOTH SIDESTWO LAYERS 5/8" TYPE-X GYP. BD. ON GARAGE SIDE OF WALL5-1/2" DENSE-PACKED CELLULOSE OR ROCK WOOL INSULATIONScaleDateDrawn byProject AddressAs indicated4/22/2021 4:26:38 PMG1.02General NotesRemodelJonathon andElizabeth Roberts04-15-2021Chris Millette264 South StreetNorthampton, MAGENERAL NOTES1. ALL WORK SHALL CONFORM TO CODES LISTED ON COVER PAGE.2. CONTRACTORS SHALL REVIEW ALL DOCUMENTS AND VERIFY AND COORDINATE ALL DIMENSIONS AND DETAILS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PURCHASE OF MATERIALS AND PROCEEDING WITH AFFECTED WORK.3. ANY CHANGES TO THE WORK OR SUBSTITUTIONS OF SPECIFIED MATERIALS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL.4. CONTRACTORS SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, SEQUENCING AND COORDINATION OF OTHER TRADES AND THE TECHNIQUES TO DELIVER A SOUND PROJECT IN COMPLIANCE WITH DESIGN INTENT OF CONSTRUCTION DOCUMENTS AND APPLICABLE CODES.5. DETAILS AND NOTES SHALL BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS EXCEPT WHERE SPECIFICALLY NOTED.6. CONTRACTORS SHALL BE RESPONSIBLE FOR ALL JOB SAFETY DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO SHEETING, SHORING AND GUYING STRUCTURES, BARRIERS AND SIGNAGE.7. NO PRIMARY STRUCTURAL MEMBERS TO BE MODIFIED, ALTERED, OR CUT WITHOUT APPROVAL OF PROJECT ARCHITECT OR PROFESSIONAL STRUCTURAL ENGINEER.8. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS AS REQUIRED BY MUNICIPALITY WITH JURISDICTION OVER PROJECT LOCATION. 9. DRAWINGS ARE DIAGRAMMATIC , CONTAINING INFORMATION TO A DEGREE OF DETAIL CONSISTENT WITH THEIR SCALE AND ADEQUATE TO CONVEY DESIGN INTENT. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS, LOCATIONS , AND CONDITIONS PRIOR TO PURCHASE OF ANY MATERIAL OR SPECIAL TOOLS, AND COMMENCEMENT OF WORK. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES THAT WILL AFFECT THE WORK FOR RESOLUTION.10. IF EQUIPMENT, FIXTURES, AND MATERIALS, OTHER THAN THAT SCHEDULED OR SPECIFIED, IS APPROVED OR PROVIDED, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AND PROVIDE REVISED UTILITY AND SERVICE CONNECTIONS, AND VERIFY THE SPACE ALLOTTED FOR ADEQUACY AND CLEARANCE REQUIREMENTS.11. NO PLUMBING, HVAC, OR ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN SUCH A WAY THAT IT COMPROMISES THE EFFICACY OF ANY BUILDING INSULATION, OR THE INTEGRITY OF ANY STRUCTURAL ELEMENTS. GENERALFOUNDATIONS1. FOUNDATIONS SHALL BE CONSTRUCTED ON NATURALLY UNDISTURBED SOIL OR CONTROLLED STRUCTURAL FILL HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF 2000 PSF. VERIFICATION OF BEARING CAPACITY TO BE UNDERTAKEN BY GEOTECHNICAL ENGINEER IF DEEMED NECESSARY BY CONTRACTOR, OR DESIRABLE BY OWNER. THE CONTRACTOR OR OWNER SHALL ASSUME ALL RESPONSIBILITY IF A GEOTECHNICAL ENGINEER IS NOT RETAINED.2. MAINTAIN CONTINUOUS CONTROL OF SURFACE AND SUBSURFACE WATER DURING CONSTRUCTION OF MASONRY FOUNDATIONS SUCH THAT WORK IS UNDERTAKEN IN DRY AND UNDISTURBED SUBGRADE MATERIAL.3. ALL FOOTINGS TO BE CENTERED UNDER SUPPORTED STRUCTURAL MEMBERS UNLESS OTHERWISE NOTED.4. ALL FOOTINGS EXPOSED TO FROST TO BE PLACED AT A MINIMUM DEPTH OF 4'-0" BELOW FINISHED GRADE. SEE PLANS FOR RECOMMENDED BOTTOM OF FOOTING ELEVATIONS. CONTRACTOR TO FIELD VERIFY AND COORDINATE BOTTOM OF FOOTING PER LATEST ON-SITE GRADING INFORMATION, AND INFORM ARCHITECT OF SIGNIFICANT CHANGES IN FOOTING ELEVATIONS.5. PROVIDE TEMPORARY OR PERMANENT SUPPORTS, SHORING, SHEETING, OR BRACING SO THAT NO HORIZONTAL OR VERTICAL MOVEMENT OCCURS IN THE STRUCTURE OR ITS SURROUNDINGS DURING CONSTRUCTION.6. UNLESS OTHERWISE NOTED, BACKFILL AROUND FOOTINGS SHALL CONSIST OF APPROVED FILL COMPACTED IN 6 INCH LIFTS AND COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT AS DEFINED BY ASTM D1557, METHOD D.7. ALL FOUNDATION WALLS TO BE EQUIPPED WITH SUBDRAINAGE PER FOUNDATION PLANS AND SECTIONS. SUBDRAINAGE TO CONSIST OF CORRUGATED, PERFORATED 6" PIPE COVERED WITH PERMEABLE MESH. SUBDRAINAGE PIPE TO SLOPE AWAY FROM FOUNDATION TO POINT OF DEPOSIT, EITHER INTO SWALE OR DRY WELL.PLUMBING1. IF EQUIPMENT, FIXTURES, AND MATERIALS, OTHER THAN THAT SCHEDULED OR SPECIFIED, IS APPROVED OR PROVIDED, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AND PROVIDE REVISED UTILITY AND SERVICE CONNECTIONS, AND VERIFY THE SPACE ALLOTTED FOR ADEQUACY AND CLEARANCE REQUIREMENTS.2. ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH SHUT OFF VALVES.3. NO PLUMBING, HVAC, OR ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN SUCH A WAY THAT IT COMPROMISES THE EFFICACY OF ANY BUILDING INSULATION, OR THE INTEGRITY OF ANY STRUCTURAL ELEMENTS. 1/4" = 1'-0"Annotation Legend1. MID SPAN BLOCKING REQUIRED AT MID POINT OF ALL JOIST BAYS. BLOCKING TO BE OF SAME MATERIAL AND SAME DEPTH AS JOIST. OMITTED FROM FRAMING PLANS FOR CLARITY. 2. ALL SILL PLATES, AND ALL WOOD MAKING DIRECT CONTACT W/ CONCRETE TO BE PRESSURE TREATED. SILLS TO SIT ON IMPERMEABLE ROLL SEALANT, AND SEALED W/ ACOUSTICAL SEALANT.3. ALL FRAMING PRESUMED TO BE FLUSH FRAMED UNLESS ILLUSTRATED TO DEMONSTRATE OTHERWISE. JOISTS FRAMED FLUSH WITH BEAMS TO BE EQUIPPED WITH SIMPSON LU28 OR LU210 JOIST HANGERS DEPENDING ON DEPTH OF JOISTS, INSTALLED PER MFR'S SPECIFCATIONS. 4. ALL LEDGERS TO BE PRESSURE TREATED 2" X 10" ATTACHED TO RIM JOIST OF BUILDING PER IRC TABLE R507.2, APPENDED THIS PAGE.5. EXTERIOR DECK JOISTS THAT RUN PERPENDICULAR TO LEDGER TO BE EQUIPPED WITH TENSION TIES @ 4' O.C., BEAMS RUNNING PERPENDICULAR TO LEDGER SUPPORTING EXTERIOR DECK JOISTS TO BE EQUIPPED WITH TENSION TIES, DETAIL APPENDED THIS PAGE.6. UNDERSIDES OF FLOORS IN CONDITIONED AREAS OVER EXTERIOR OR CRAWL SPACES TO BE EQUIPPED W/ 2" EXTRUDED POLYSTYRENE OR POLYISOCYANURATE CONTINUOUS INSULATION. JOIST CAVITIES TO BE DENSE PACKED W/ CELLULOSE INSULATION.WOOD JOIST FRAMINGLedger Tension Tie DetailNot to Scale2015 IRC Table R507.2 -Ledger Connection Requirements
WD4' - 9 1/2"5' - 5"3' - 3 3/4"1' - 6"2' - 2"1' - 7"5 3/4"2' - 6"2' - 3 1/4"2' - 2"1' - 2 1/2"2' - 1 3/4"2' - 2"2' - 1 3/4"1' - 0"2' - 2"1' - 5 1/4"2' - 2"1' - 5 3/4"2' - 6"1' - 9"2' - 6"6' - 0"2' - 10"2' - 5"2' - 8"3' - 5 3/4"5' - 4 1/2"2' - 11 1/4"2' - 5 1/4"2' - 4"1' - 0"1' - 7"3' - 1 1/2"2' - 6"2 3/4"2' - 6"4' - 9"13' - 6 1/4"5' - 3"5' - 3"7' - 1 1/2"6' - 5 1/2"13' - 2 1/2"2' - 1 1/4"6' - 4 1/4"12' - 7 1/2"DNPORCH ROOF1"2' - 4"2' - 7"5' - 6 1/4"4' - 5 1/2"4' - 8 1/2"2' - 11"12' - 1"5' - 0"1' - 7 1/2"5' - 9 1/4"1' - 10 3/4"2' - 3"1' - 10"5' - 11 3/4"OFFICESUNROOMHALLScaleDateDrawn byProject Address1/2" = 1'-0"4/22/2021 4:26:42 PMR1.01Existing ConditionsRemodelJonathon andElizabeth Roberts04-15-2021Chris Millette264 South StreetNorthampton, MA1/2" = 1'-0"1First Floor - Existing Conditions1/2" = 1'-0"2Second Floor - Existing ConditionsGENERAL NOTES:ALL DIMENSIONS OF EXISTING WALLS TO INTERIOR FINISH FACE
EXISTING ROUGH 2"x8" JOISTS 20" O.C.CONTINUOUS -FULL SPANOVERFRAMED ABOVE MAIN BEAMEXISTINGBEAMS SET INTO CHIMNEYEXISTING CHIMNEY(TO BE DEMOLISHED ABOVE)EXISTINGROUGH 6"X6"MAIN BEAM5' - 7"REPAIR: EXISTING ROUGH 6"X6" POSTBOTTOM ROTTEDEXISTING ROUGH 6"X6"MAIN BEAM5' - 10"6' - 0 1/2"6' - 0 1/4"5' - 2 5/8"5' - 8"SISTER JOISTS TO EXISTING2"x8" KD EACH SIDEEXISTING 3 1/2" STEEL LALLY COLUMNSW/ CAPS & BASE PLATESEXISTING 3 1/2" HOLLOW STEEL ADJUST. JACK POST(APPROX. LOCATION)INSTALL NEW CONCRETE FILLEDLALLY COLUMN W/ CAP & BASE PLATEON 2' X 2' X 1' REINFORCED CONCRETE FOOTING ON CRUSHED STONE, ISOLATED FROM FLOOR SLAB.POST UP THROUGH WALLS ABOVETO SUPPORT ROOF VALLEY POINT LOADV.I.F. LOCATION18' - 8 3/4"EXISTING STAIRSTO REMAINScaleDateDrawn byProject Address3/8" = 1'-0"4/22/2021 4:26:33 PMA1.01First Floor FramingPlanRemodelJonathon andElizabeth Roberts04-15-2021Chris Millette264 South StreetNorthampton, MA3/8" = 1'-0"1First Floor Framing Repair Plan
DWWDREUSE VINTAGE SINK UNIT TOPCENTER UNDERWINDOW12" DEEP WALL MOUNTEDPLATE RACK ABOVESTEAM PIPECHASE 8"x10"DEMO STAIRS UP FROM LANDINGDEMO DOOR, INFILLBUILT-IN TO REMAIN36" FRIDGEREPLACE WINDOWSW/ DBL CASEMENTV.I.F. TO FIT EXISTINGOPENING24" X 34" X 12" OPENSHELVING UNIT ABOVE1' - 9"2' - 5 1/2"2' - 6"5 3/4"2' - 3 1/4"6' - 0"2' - 6"4' - 9"1' - 6"2' - 2"1' - 7"1' - 5"13' - 6 1/4"5' - 3"13' - 2 1/2"PIE SAFE 30" W X 20" DPLUMBING CHASE: V.I.F.KOHLER K-1956-LA30" x 60" ALCOVE TUB2' - 1 1/4"6' - 4 1/4"7' - 1 1/2"5' - 3"5 1/2"12' - 10"6 1/2"5' - 11 1/2"5 1/2"5' - 3"REPLACE WINDOW W/ DBL HUNG W/ SAFETY GLASS (TEMPERED)V.I.F TO FIT EXISTING OPENING6' - 0 1/4"6' - 1"SELECT STRUCTURAL S.P.F. 4" X 4" POST OR EQUIV.ALIGN WITH POSTS ABOVE & BELOW, V.I.F.ScaleDateDrawn byProject Address1/2" = 1'-0"4/22/2021 4:26:34 PMA1.02First Floor PlanRemodelJonathon andElizabeth Roberts04-15-2021Chris Millette264 South StreetNorthampton, MA1/2" = 1'-0"1First Floor PlanGENERAL NOTES:ALL DIMENSIONS OF EXISTING WALLS TO INTERIOR FINISH FACEALL DIMENSIONS OF NEW WALLS TO CENTERLINESPECIFICATIONS:TUB: KOHLER K-1956-LAWINDOWS: PELLA IMPERVIA LINE (DIMENSIONS V.I.F.)
RELOCATE EXISTING PEDESTAL SINKRELOCATE DOORCUSTOM BUILT-IN LINEN CABINET36" X 16" X 84"MOVE STEAM RADIATOR TO BELOWRAISE CEILING HEIGHT TO ~84" A.F.F.V.I.F. FOLLOWING DEMOCLAWFOOT TUB,CLIENT-PROVIDEDREPLACEMENT WINDOWCASEMENT W/ SAFTEY GLASS(TEMPERED)PORCH ROOF BELOWOFFICESUNROOM2' - 4 1/2"2' - 4"3 1/4"3' - 3"2' - 10"1' - 10"2' - 3"2' - 2 1/4"12' - 1"6' - 3 1/4"6' - 0"1' - 3 1/2"4' - 5 1/8"1' - 7"4' - 11 3/4"6' - 1"ADD VENT/LIGHT UNITINFILL OLD DOOR LOCATIONNOTE: TOILET RELOCATEDSELECT STRUCTURAL S.P.F.4" X 4" POST OR EQUIV.AT ROOF VALLEY FRAMINGALIGN WITH POSTS BELOWDOWN TO FOOTING, V.I.F.ScaleDateDrawn byProject Address1/2" = 1'-0"4/22/2021 4:26:35 PMA1.03Second Floor PlanRemodelJonathon andElizabeth Roberts04-15-2021Chris Millette264 South StreetNorthampton, MA1/2" = 1'-0"1Second Floor PlanGENERAL NOTES:ALL DIMENSIONS OF EXISTING WALLS TO INTERIOR FINISH FACEALL DIMENSIONS OF NEW WALLS TO CENTERLINESPECIFICATIONS:WINDOW: PELLA IMPERVIA LINE (DIMENSIONS V.I.F.)
DW2' - 0"2' - 0"1' - 0"3' - 0"2' - 10"1' - 6"AB3' - 0"1' - 0"1' - 4"6"2' - 6"1' - 0"3' - 6"1' - 0"2' - 0"1' - 0"2' - 10 1/2"3' - 0"2' - 10"1 1/2"EF1G1HG2I1' - 0"3 1/4"3 1/4"2' - 4"2' - 11 5/8"1' - 0"2' - 10"1' - 6"3' - 0"3' - 0"5' - 11 1/8"2' - 10 1/2"1 1/2"CD1' - 0"2' - 10 1/2"1 1/2"1' - 4"2' - 6"1' - 0"1' - 0"2' - 10"3' - 0"2' - 10"2' - 5 7/8"KLJF2I1' - 0"1' - 6"I1.0111 -a41 -d31 -c21 -bBUILT-IN TO REMAIN13' - 6 1/4"13' - 2 1/2"2' - 5"1' - 1"3' - 4"5' - 6"1' - 2 1/4"2' - 1"2' - 1"ScaleDateDrawn byProject Address1/2" = 1'-0"4/22/2021 4:26:40 PMI1.01Interior Elevations -Cabinetry DetailsRemodelJonathon andElizabeth Roberts04-15-2021Chris Millette264 South StreetNorthampton, MA1/2" = 1'-0"11 - a1/2" = 1'-0"31 - c1/2" = 1'-0"21 - b1/2" = 1'-0"41 - d5Kitchen Axonometric1/2" = 1'-0"6Kitchen Floor Plan - DetailCABINETRY SCHEDULEAMarkDescriptionWidthHeightDepthNotesBCDEF1F2G1G2HIJKLADJUSTABLE OPEN SHELVING UNIT2'-0"2'-10"1'-0"HEIGHT VARIABLE. ADD/ALT: UPPER CABINETENTRY TABLE2'-0"2'-6"2'-0"PLACEHOLDER: VARIABLE DIMENSIONS. CLIENT-PROVIDED.PIE SAFE2'-4"3'-0"1'-6"PLACEHOLDER: VARIABLE DIMENSIONS. CLIENT-PROVIDED.BUTCHER BLOCK ISLAND2'-11"2'-6"2'-11"PLACEHOLDER: VARIABLE DIMENSIONS. CLIENT-PROVIDED.ADJUSTABLE OPEN SHELVING UNIT3'-0"2'-10"1'-0"HEIGHT VARIABLE. ADD/ALT: UPPER CABINETIKEA SEKTION BASE CABINET -SINGLE DOOR & DRAWER1'-0"2'-10 1/2"2'-0"ADD/ALT: VARIABLE DOOR/DRAWER CONFIGURATION1'-0"2'-0"ADD/ALT: VARIABLE DOOR/DRAWER CONFIGURATIONIKEA SEKTION BASE CABINET -SINGLE DOOR & DRAWER1'-0"2'-0"3 1/4" FILL STRIP TO LEFTIKEA SEKTION BASE CABINET -SINGLE DOOR & DRAWER1'-0"2'-0"3 1/4" FILL STRIP TO RIGHTIKEA SEKTION BASE CABINET -TWO DOOR SINK UNIT3'-6"2'-0"REUSE EXISTING SINK TOP -V.I.F. DIMENSIONS & ATTACHMENT REQUIREMENTS FOR BASE CABINETIKEA SEKTION BASE CABINET -CORNER UNIT3'-0"3'-0"FRONT FACES 1'-0" WIDEIKEA SEKTION UPPER CABINET -TWO DOOR2'-6"1'-0"RANGE HOOD DUCTING CONCEALED WITHIN. HEIGHT VARIABLEADJUSTABLE OPEN SHELVING UNIT1'-0"1'-0"HEIGHT VARIABLE. ADD/ALT: UPPER CABINETIKEA SEKTION BASE CABINET -SINGLE DOOR & DRAWER1'-6"2'-0"ADD/ALT: VARIABLE DOOR/DRAWER CONFIGURATION2'-10 1/2"2'-10 1/2"2'-10 1/2"2'-10 1/2"2'-10 1/2"1'-4"2'-10"2'-10 1/2"IKEA SEKTION BASE CABINET -SINGLE DOOR & DRAWER
WD6' - 0"13' - 6 1/4"13' - 2 1/2"6' - 4 1/4"EQEQEQEQEQEQEQEQEQEQEQEQ2' - 1"3' - 11 1/4"4' - 5"1' - 8"2' - 1"5' - 4 7/8"5' - 8 5/8"1' - 3"1' - 6"2' - 1"1' - 0"EXISTING SCONCES12' - 1"6' - 3 1/4"6' - 0"4' - 11 3/4"6' - 1"3' - 1 5/8"3' - 1 5/8"7' - 8"4' - 5"NOTE: NO I.R. HEATERFAN/LIGHT ONLY2' - 1"2' - 4"7' - 8"ScaleDateDrawn byProject Address1/2" = 1'-0"4/22/2021 4:26:43 PMRCP1.01Reflected Ceiling PlanRemodelJonathon andElizabeth Roberts04-15-2021Chris Millette264 South StreetNorthampton, MA1/2" = 1'-0"1Kitchen Reflected Ceiling Plan1/2" = 1'-0"2Second Floor Reflected Ceiling PlanLEGEND12" SEMI-FLUSH CEILING LIGHT -PER OWNER6" RECESSED CAN LED -PER OWNERCOMBINATION I.R. HEATER / EXHAUST FAN / CEILING LIGHT -PER OWNERWALL MOUNTED SCONCE LIGHT -PER OWNERNOTESALL SWITCHES TO BE DIMMERSDIMENSIONS ARE FROM FINISH FACE OF WALLS TO CENTERLINE OF FIXTURES,UNLESS OTHERWISE NOTEDALL BULBS AND INTEGRATED FIXTURES TO BE 3500K OR LOWER COLOR TEMPERATUREFIRST FLOOR BATHROOM CEILING FIXTURE TO BE COMBINATION LIGHT, FAN HEATERSECOND FLOOR BATHROOM CEILING FIXTURE TO BE COMBINATION LIGHT, FAN ONLY