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Noho Residential Permit_Smith Res ElevatorThe 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:$ 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” Scott Keiter Scott Keiter 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:___________ � The Comnwmvea//h of Massachusetts I Congress Street, Suite JOO Bos/on, !11A 021/4-20/7 www.mass.gov/dla "M 0.,,,-m,.f'"'"""'"''"'M• \\'ol'kers' Compensation Insurance Affidavit: Builders/Contractors!Ele(trician slPlumhers. 1-0 8£ FILED \\1TH Tlf£ P£RMJ"ITJN(; AlIT H0RITY. Applic.ant lnfor-mation Plea� Print Legihlv Name (f3usioess!Organization/lndividual): ___________________________ _ Address: ______________________________ _ City/State/Zip: Phone#: A.re yClu 11.n en111klyer? Chttk lbt 111>pro11ri.Jl1e IHI..:: tO I am ii employer w ith ___ -'.:mploye:.:s (full and/m p:UHi mt).• 2□ I am II So.'l)c Pf\'lpri.:tor or p0.t1netShip llnd hll\'O: m'l tn1PkwttS. wodci.na. fur me in any capa<:iry. (No woitffi' eoinp. i.nsurnntt t1.."'quin.--d.) 30 I am II Jl(loebWnei-doing all .... -urt myseU. [No ,...'ffli:cri' eonp. i�r.1.ui.'\' required.)' 4.o I am ii booeoWnei-:ind will be hiring oontrU1ors 10 cu,du<:t �II work: on my prop,..--rty. I willeilSu� thil! all oontr�ors either haw ""'fflktN" C()mpo..--i1Satio. insurance or are sok pn'lpri.ctms with no einpl oy.:es. 10 I am ii S,.""t1.T.'I) <:Onlr.'lt:IOr a.ud J ha,·e h irtd lhe sub-<:onlr.'lt:IOli l isttd on lhc a.m1died shee1. These sub�onine1orS ha,-e employees and ha,·e worters' oonp. insurance.: 6.o We lltt II OOfp()nlion llnd iis off1Cet1 h11ve txeieised thcU' riglt of exempt.ion per MOL;:.1S2. § 1(4� 11nd we h.a\'e oo empl o�es . (No worter1' eoinp. insurance required.) Ty1>t of project (required): 7.0 New construct ion 8.O Remodeling 9.0 Demol ition IO O Building addition 110 Elec1rical repairs or additions 12.0 Plumbing repairs or additions 13.ORoofrepa irs 14.O0ther _______ _ • Any 11pplicai1t 1h11 cl1«:b box •I mll:il also fi ll oul 1.be s«1ioo below showing their wort en' eomp,:ns11Lion p0licy Uifunn111ion.t 1-tmnoowntrS wto submit I.bis affida vit i.ndiea.tin g 1.bcy are doing 111 work: 11nd then hll'e outside eoi11ractors mll:il sub,lit a new a.ffl<bvit iOOicatbg s:ueh.tCon1.r..e1orS l11-St check this box must 1111:aehtd 11n addition11J shttl sh>\\•ing the name of lllf' 1SU.b-co11 1r�1ors and st111e -.,"'lethcr or not llll.'lse t11ti ti es h.awemployees. If 1htsu!M:on1rae1ors ha,-e einployttS. llicy nil.lit pn.wid!-their work:ers· romp. p01icy number. I am tm employer tl,111 i.f pro14ding ,.,orkers• Cbmpen.mtion insurance/or my emp/O)'ees. Below is the policy andjoh sile iliformirlion. Insurance Company Name: ___________________________________ _ Policy# or Self-ins. Lie.#: __________________ Expiration Dare: ________ _ Job Site Addrtss: _____________________ City/State/Zip:_�--��-��-Attach a copy of the workers' com1>en.sarion policy declaration 1>age (showing the 1>0licy number and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a crimina l vi olation punishable by a fine up to SI ,500.00 and/or one-year imprisonment, as well as civil pena lties in the fonn ofa STOP WORK ORDER and a fine ofup to $250.00 a day against 1he violator. A copy of 1his s1ateme n1 may be fo.-warded to the Office of Investigations of the DIA for insurance coverage verifica tion. I do hereby cetify um/er the pains trnd Jll'.nalties ofpi.rj11ry that the information pro141led 1rb1t>e is tr11e and correct. Sionarure: Date: Phone#: Official 11se only. Do not write in tl,is trren� to be comple1e1/ by city or town official City or Town: ________________ Per-mit/Licen .se # ______________ _ ls.suing Authority (cir-de one): I.Board of Health 2. Buildin g Department 3. Cityn·own Cle,rk 4. Electrical ln.specto.-5. Plumbing Inspector 6. 0tbe,r ____________ _ 05/30/2023 Alera Group, Inc. Webber & Grinnell Division 8 North King Street Northampton MA 01060 Cyndie Henderson CISR,CPIA (413) 586-0111 (413) 586-6481 chenderson@webberandgrinnell.com Keiter Corporation Attn: Scott Keiter 35 Main Street Florence MA 01062 Selective Ins Co of S Carolina 19259 MA Employers/A.I.M.12886 Master Exp 2024 A S2265567 06/01/2023 06/01/2024 1,000,000 500,000 15,000 1,000,000 2,000,000 2,000,000 A A9105217 06/01/2023 06/01/2024 1,000,000 Medical payments 5,000 A 0 S2265567 06/01/2023 06/01/2024 10,000,000 10,000,000 B N MCC20020005382023A 06/11/2023 06/11/2024 1,000,000 1,000,000 1,000,000 Waiver of Subrogation can be obtained should Insured win the bid for project. **** Evidence of Insurance **** SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY C&H Architects© 2024 Coldham & Hartman Architects This drawing is not intended nor shall it be used for construction unless the signed seal of a design professional is afﬁxed. A1.0 File: 23-16 Kennedy Rd Elevator Print Date: 2/21/24D R A F T N O T F O R C O N S T R U C T I O N 441 Kennedy RoadElevator AdditionNorthampton, MAProject No. Scale: Drawn By: Checked By: 23-16 GS GS 21 February 2024 PERMIT DRAWINGS BASEMENT PLANSA6'-8" 3'-0" B 6'-8"3'-0"4'-7" 51/2" 4'-10" 51/2" 3'-8"4'-2" 4'-83/4" CLEAR WOOD STEP - (2) 5 1/2" RISERS PROVIDE EXHAUST FAN ON THERMOSTAT TO TURN ON AT 90° F BUILT-UP LANDING AT CORRIDOR FLOOR LEVEL - INSULATE WITH MINERAL WOOL IN BAYS OF FRAMING HANDRAIL MACHINE RM BSMNT ENTRY 2X6 WALL INSULATED WITH MINERAL WOOL 12 2 3 3 HYDRAULIC ELEVATOR - 40"X54" CAB 1A3.07'-9"5'-103/4"51/2"51/2"4'-11"31/2"2'-1"5'-9" CLEAR INSIDE GWB5/8" GWB OVER EXISTING SHEATHING 5/8" GWB OVER EXISTING SHEATHING 2 A3.0 2 A3.0 RELOCATE COMPRESSOR UNIT AND POWER SUPPLY MODIFY ELECTRICAL AS REQUIRED REMOVE SIDING AND PAPER TO EXPOSE EXISTING SHEATHING RELOCATE SWITCHES AND RECEPTACLES SEE SHEET A3.0 FOR FOOTING, FOUNDATION WALL AND SLAB DESIGN DRILL AND EPOXY (2) #5 2'-6" LONG DOWELS AT WALL TOP AND BOTTOM TIED TO WALL TOP AND BOTTOM CONTINUOUS STEEL. PROVIDE 6" EMBEDMENT MIN. USE HILTI HIT 114-200 ADHESIVE. DRILL AND EPOXY (2) #5 2'-6" LONG DOWELS AT WALL TOP AND BOTTOM TIED TO WALL TOP AND BOTTOM CONTINUOUS STEEL. PROVIDE 6" EMBEDMENT MIN. USE HILTI HIT 114-200 ADHESIVE. TOP OF WALL MIN 8" ABOVE FINAL GRADE BOTTOM OF WALL 3'-2" BELOW FINAL GRADE SCALE: 1/2" = 1'-0"2 BASEMENT PLAN SCALE: 1/2" = 1'-0"1 BASEMENT DEMOLITION PLAN SCALE: 1/2" = 1'-0"3 FOUNDATION PLAN C&H Architects© 2024 Coldham & Hartman Architects This drawing is not intended nor shall it be used for construction unless the signed seal of a design professional is afﬁxed. A1.1 File: 23-16 Kennedy Rd Elevator Print Date: 2/21/24D R A F T N O T F O R C O N S T R U C T I O N 441 Kennedy RoadElevator AdditionNorthampton, MAProject No. Scale: Drawn By: Checked By: 23-16 GS GS 21 February 2024 PERMIT DRAWINGS FIRST FLOOR PLANS 1 5'-0"4'-0"4 5'-0"2'-6"1A3.0NEW WALL PANELING TO MATCH EXISTING WITH NEW LAYOUT INFILL THRESHOLD WITH SINGLE PIECE OF WOOD FLOORING PERPENDICULAR TO EXISTING GWB RETURNS AT WINDOWS 1ST LANDING 2 A3.0 2 A3.0 REMOVE WALL PANELING TO ALLOW FOR NEW LAYOUT REMOVE SIDING AND PAPER TO EXPOSE EXISTING SHEATHING CORNER COLUMN DETAIL TRIM TO REMAIN IF POSSIBLE, IF NECESSARY REMOVE AND REINSTALL REMOVE SCONCE LIGHT, RELOCATE SWITCHES AND RECEPTACLE VERIFY WITH SHOPSRAIL SUPPORT (3) 2X12 FLAT WITH 2X6 EACH SIDE ATTACHED WITH 18D COMMONS @ 8" O.C. & (2) ML24-Z TOP AND BOTTOM TYP. RAIL SUPPORT (3) 2X12 FLAT WITH 2X6 EACH SIDE ATTACHED WITH 18D COMMONS @ 8" O.C. & (2) ML24-Z TOP AND BOTTOM TYP. (3) 2X6 KIGN WITH (2) ML26-Z TOP AND BOTTOM (3) 7 1/4" LVL RM - SEE SHEET A3.0 MSTC52 AT RIM CORNERS TYP. (2) ML26Z CLIPS AT LVL RIM CONNECTION TO EXISTING SHEATHING/RIM INSIDE AND OUT (2) 2X6 WITH 1/4"X6" SDS @ 12" O.C. (2) 2X6 WITH 1/4"X6" SDS @ 12" O.C. LSTA24 ML26Z CLIP AT LVL RIM CONNECTION TO EXISTING SHEATHING/RIM MSTC52 AT RIM CORNERS TYP. (3) 2X6 POST SCALE: 1/2" = 1'-0"2 FIRST FLOOR PLAN SCALE: 1/2" = 1'-0"1 FIRST FLOOR DEMOLITION PLAN SCALE: 1/2" = 1'-0"3 FIRST FLOOR STRUCTURAL PLAN C&H Architects© 2024 Coldham & Hartman Architects This drawing is not intended nor shall it be used for construction unless the signed seal of a design professional is afﬁxed. A1.2 File: 23-16 Kennedy Rd Elevator Print Date: 2/21/24D R A F T N O T F O R C O N S T R U C T I O N 441 Kennedy RoadElevator AdditionNorthampton, MAProject No. Scale: Drawn By: Checked By: 23-16 GS GS 21 February 2024 PERMIT DRAWINGS SECOND FLOOR PLANS 2 5'-0"4'-0"1A3.0TOOTH-IN NEW OAK FLOORING AT WINDOW SEAT TO MATCH EXISTING GWB RETURNS AT WINDOWS 2ND LANDING NEW CHAIR RAIL TO MATCH EXISTING 2 A3.0 2 A3.0 3 5'-0"1'-6"MATCH EXISTING CASING & TRIM REMOVE WINDOW SEAT REMOVE SIDING AND PAPER TO EXPOSE EXISTING SHEATHING VERIFY WITH SHOPSRAIL SUPPORT (3) 2X12 FLAT WITH 2X6 EACH SIDE ATTACHED WITH 18D COMMONS @ 8" O.C. & (2) ML24-Z TOP AND BOTTOM TYP. RAIL SUPPORT (3) 2X12 FLAT WITH 2X6 EACH SIDE ATTACHED WITH 18D COMMONS @ 8" O.C. & (2) ML24-Z TOP AND BOTTOM TYP. (3) 2X6 KIGN WITH (2) ML26-Z TOP AND BOTTOM (3) 7 1/4" LVL RM - SEE SHEET A3.0 MSTC52 AT RIM CORNERS TYP. (2) 2X6 WITH 1/4"X6" SDS @ 12" O.C. MSTC52 AT RIM CORNERS TYP. (2) 2X6 WITH 1/4"X6" SDS @ 12" O.C. (2) 2X6 WITH 1/4"X6" SDS @ 12" O.C. LSTA24 (3) 2X6 POST WITH 1/4"X6" SDS SCREWS @ 12" O.C. STAGGERED ML26Z CLIP AT LVL RIM CONNECTION TO EXISTING SHEATHING/RIM SCALE: 1/2" = 1'-0"2 SECOND FLOOR PLAN SCALE: 1/2" = 1'-0"1 SECOND FLOOR DEMOLITION PLAN SCALE: 1/2" = 1'-0"3 SECOND FLOOR STRUCTURAL PLAN C&H Architects© 2024 Coldham & Hartman Architects This drawing is not intended nor shall it be used for construction unless the signed seal of a design professional is afﬁxed. A3.0 File: 23-16 Kennedy Rd Elevator Print Date: 2/21/24D R A F T N O T F O R C O N S T R U C T I O N 441 Kennedy RoadElevator AdditionNorthampton, MAProject No. Scale: Drawn By: Checked By: 23-16 GS GS 21 February 2024 PERMIT DRAWINGS SECTIONS8'-4" MIN8'-41/2"8'-11/2"4'-0" MIN6"3"8"10"1'-8" 8" 6"1'-0"7'-51/2"17'-10" 5'-5 1/2" 0'-0" -1'-0" 26'-11 1/2" FOUNDATION DRAIN TO DAYLIGHT EXISTING FOUNDATIONTYP. FROST WALL: 8" THICK CAST-IN-PLACE WALL WITH 6" THICK STEM WALL REINFORCED WITH (2) #5 BARS TOP AND BOTTOM CONTINUOUS & (1) #4 BAR @ 24" O.C. VERTICAL 8" SLAB WITH #4 BAR @12" O.C. EACH DIRECTION ON 4" CHAIRS 6" CLEAN 3/4" CRUSHED STONE PERIMETER ISOLATION JOINT 1'-8"X10" CONTINUOUS FOOTING WITH (2) #4 BARS CONTINUOUS & #4 FOOTING DOWELS @ 24" O.C. 19/32" APA RATED 40/20 WALL SHEATHING APPLIED LONG EDGE HORIZONTAL & ATTACHED WITH 8D COMMON @ 4" O.C. AT ALL PANEL EDGES AND 12" O.C. FIELD. BLOCK ALL PANEL EDGES. 2" EPS WITH CONCRETE COVERBOARD FOUNDATION AND GWB FLUSH (3) 7 1/4" LVL RIM BOARD(3) 7 1/4" LVL RIM BOARD MSTC52 STRAP AT EXTERIOR CORNERS TYP. (2) 5 1/2" LVL SILL (2) 5 1/2" LVL SILL (3) 7 1/4" LVL RIM BOARD(3) 7 1/4" LVL RIM BOARD MSTC52 STRAP AT EXTERIOR CORNERS TYP. (2) ML26Z CLIPS AT LVL RIM CONNECTION TO EXISTING SHEATHING/RIM INSIDE AND OUT (3) 2X8 HEADER (3) 2X8 HEADER 2X6 CEILNG JOISTS @ 16" O.C. WITH 5/8" TYPE X GWB CELING (2) ML26Z CLIPS AT LVL RIM CONNECTION TO EXISTING SHEATHING/RIM INSIDE AND OUT 2X6 P.T. SILL PLATE WITH 1/2" X 10" A-BOLTS @ 4'-0" O.C. & WTHIN 12" OF ALL PLATE ENDS. PROVIDE 7" EMBEDMENT MIN. 3" EPS INSULATION VAPOR BARRIER MATCH FASCIA/SOFFIT DETAILING AND DIMENSIONS TO EXSITING SECOND FLOOR FIRST FLOOR BASEMENT ELEVATOR PIT FLOOR ATTIC FLOOR SOLID 2X6 BLOCKING BETWEEN RAFTERS LRU210-Z TYP. (2) 2X12 RIDGE BEAM H2.5A CLIPS TYP. ASPHALT ROOF AND UNDERLAYMENT RIDGE VENT 2X12 RAFTERS 16" O.C. R-60 LOOSE FILL INSULATION INSULATION BAFFLES 5/8" APA RATED 40/20 SHEATING ATTACHED WITH 10D COMMONS @ 6" O.C. AT PANEL EDGES , 12" O.C. FIELD (2) 2X6 POST WITH HTS20 CAP STRAP @ GABLE END SOFFIT/FACIA AND GUTTER DETAILS AND DIMENSIONS TO MATCH EXISTING MATCH SIDING DETAIL TO EXISTING SOFFIT VENTS 12 10 SCALE: 1/2" = 1'-0"1 SECTION 1 SCALE: 1/2" = 1'-0"2 SECTION 2 C&H Architects© 2024 Coldham & Hartman Architects This drawing is not intended nor shall it be used for construction unless the signed seal of a design professional is afﬁxed. A4.0 File: 23-16 Kennedy Rd Elevator Print Date: 2/21/24D R A F T N O T F O R C O N S T R U C T I O N 441 Kennedy RoadElevator AdditionNorthampton, MAProject No. Scale: Drawn By: Checked By: 23-16 GS GS 21 February 2024 PERMIT DRAWINGS ROOF PLANS & ELEVATION -8'-5 1/2" BASEMENT PLAN ±0" FIRST FLOOR PLAN +9'-4 1/2" SECOND FLOOR PLAN +18'-6" ATTIC PLAN ALIGN SOFFIT AND GUTTERS WITH EXISTING - TIE-IN NEW GUTTERS WITH EXISTING AND PROVIDE NEW DOWNSPOUT ROOF HEIGHT SET BY MIN. CEILING HEIGHT IN ELEVATOR HOISTWAY AS NOTED ON 1/A3.0 CONFIRM 10:12 PITCH MATCHES EXISTING MATCH GABLE-END DETAILING TO ADJACENT GABLE MATCH GABLE-END DETAILING TO ADJACENT GABLE MATCH ALL SIDING DETAILS WITH EXISTING NEW GABLE ROOF NEW CRICKET REMOVE SIDING FROM EXISTING GABLE AS NECESSARY FOR ROBUST FLASHING IN PINCH-POINT NEW FLASHING AND ASPHALT ROOF AS REQUIRED FOR CRICKETS AND TIE-IN TO EXISTING. ROOF OVERFRAMING WITH 2X6 RAFTERS @24" O.C. 10:12 10:12REMOVE ROOF EDGE/ SOFFIT/FASCIA AND GUTTER AS NECESSARY REMOVE DOWNSPOUT REMOVE ASHPALT SHINGLES AS REQUIRED FOR NEW ROOF OVERBUILD AND FLASHING SCALE: 1/4" = 1'-0"1 SOUTH ELEVATION SCALE: 1/4" = 1'-0"2 ROOF PLAN SCALE: 1/4" = 1'-0"3 ROOF DEMOLITION PLAN C&H Architects© 2024 Coldham & Hartman Architects This drawing is not intended nor shall it be used for construction unless the signed seal of a design professional is afﬁxed. A7.4 File: 23-16 Kennedy Rd Elevator Print Date: 2/21/24D R A F T N O T F O R C O N S T R U C T I O N 441 Kennedy RoadElevator AdditionNorthampton, MAProject No. Scale: Drawn By: Checked By: 23-16 GS GS 21 February 2024 PERMIT DRAWINGS INTERIOR DETAILS & SCHEDULES 35 1/2" CLEAR OPENING 52" ROUGH OPENING71/8"EXISTING WALL TO REMAIN PROVIDE (1) LAYER OF 5/8" GWB TYPE 'X' ON INSIDE OF EXISTING WALL TO REMAIN ELEVATOR DOOR ELEVATOR JAMB 5/8" GWB TYPE 'X' INSIDE SHAFT EXISTING WOOD TRIM TO REMAIN NEW PANELING TO MATCH EXISTING ON FIRST FLOOR EXISTING SHEATHING NEW HOISTWAY WALL ASSEMBLY TIE NEW SIDING INTO EXISTING AT CORNER EXISTING SHEATHING NEW STUD PACK HOISTWAY SIDE ROOM SIDE DOOR SCHEDULE NO. A B ROOM NAME WIDTH 3'-0" 3'-0" HEIGHT 6'-8" 6'-8" FRAME MAT. WOOD WOOD PANEL CONST. INSULATED METAL WOOD FINISH PAINT PAINT FIRE RATING 20 MIN 20 MIN NOTES MATCH TYP. HOUSE STYLE PANEL AND CASING MATCH TYP. HOUSE STYLE PANEL AND CASING WINDOW SCHEDULE MARK 1 2 3 4 QUANTITY 1 1 1 1 4 SIZE ( WIDTH X HEIGHT) 4'-0"×5'-0" 4'-0"×5'-0" 1'-6"×5'-0" 2'-6"×5'-0" GLAZING PROVIDE SAFETY FILM THAT MEETS ANSI Z97 PROVIDE SAFETY FILM THAT MEETS ANSI Z97 TEMPERED SAFETY GLASS PROVIDE SAFETY FILM THAT MEETS ANSI Z97 TYPE FIXED FIXED FIXED NOTES MATCH EXISTING WINDOWS: SIZE, SILL HEIGHTS, EXTERIOR TRIM MATCH EXISTING WINDOWS: SIZE, SILL HEIGHTS, EXTERIOR TRIM MATCH EXISTING WINDOWS: HIEGHT, SILL HEIGHTS, ALL TRIM AND DETAILING FIXED WINDOW IN THE ELEVATOR CAB WITH REMOVABLE SASH FOR CLEANING HOISTWAY WINDOWS. MATCH SILL HEIGHT TO HOISTWAY WINDOWS. FINISH SCHEDULE ROOM NAME 1ST LANDING 2ND LANDING BSMNT ENTRY ELEVATOR MACHINE RM FLOOR MATERIAL INSTALL THRESHOLD TO MATCH EXISTING WOOD TOOTH NEW FLOORING TO MATCH EXISTING PROCELAIN TILE PROCELAIN TILE PROCELAIN TILE FINISH MATCH EXISTING MATCH EXISTING TBD TBD TBD WALL MATERIAL GWB AND WOOD PANELING GWB GWB WALL PANELING TO MATCH HOUSE DETAILS GWB FINISH PAINT PAINT PAINT PAINT PAINT NOTES REBUILD WALL PANELING FOR NEW LAYOUT PROVIDE ELECTRIC RADIANT HEAT SYSTEM UNDER TILE FLOORING NO RADIANT HEAT 41/2"61/2"91/4" 2X4 WOOD STUDS 16" O.C. EXISTING CEILING 5/8" GWB, EACH SIDE 2X6 WOOD STUDS 16" O.C. EXISTING CEILING MINERAL WOOL BATTS 5/8" GWB FINISH TAPED AND PAINTED 2X6 STUDS 16" O.C. WITH MINERAL WOOL BATT INSULATION WALL SHEATHING PER A3.0 SECTION 1 2" R9.6 ZIP INSULATED PANELS WITH FULLY TAPED SEAMS HOUSE WRAP SIDING TO MATCH EXISTING 5/8" GWB, EACH SIDE EXISTING CEILING MACHINE ROOM WALL 1/2" GWB 2X4 WOOD STUDS WALL ASSEMBLIES 01 GARAGE WALL 1/2" GWB 2X6 WOOD STUDS 5 1/2" MINERAL WOOL BATT INSULATION 02 ELEVATOR HOISTWAY EXTERIOR WALL 5/8" GWB 2X6 WOOD STUDS 5 1/2" MINERAL WOOL BATT WALL SHEATHING 2" R9.6 ZIP INSULATED PANELS HOUSE WRAP SIDING 03 SCALE: 3" = 1'-0"1 ELEVATOR DOOR JAMB SCALE: 1" = 1'-0"2 PARTITION TYPES LIST OF DRAWINGS A1.0 A1.1 A1.2 A3.0 A4.0 A7.4 BASEMENT PLANS FIRST FLOOR PLANS SECOND FLOOR PLANS SECTIONS ROOF PLANS & ELEVATION INTERIOR DETAILS & SCHEDULES 441 Kennedy Rd LOCUS PLAN 441 Kennedy Rd Elevator Addition 21 February 2024 Permit Drawings