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23C-048 (4) BP-2023-1105 38 WILLOW ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 23C-048-001 CITY OF NORTHAMPTON Permit: Addition PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2023-1105 PERMISSION IS HEREBY GRANTED TO: Project# bedroom addition 2023 Contractor: License: Est. Cost: 180000 MATTHEW KOZUCH CS-106644 Const.Class: Exp.Date: 09/25/2024 Use Group: Owner: M CABLE MARVIN & JANA Lot Size (sq.ft.) Zoning: WP/WSP Applicant: MILL RIVER DESIGN BUILD Applicant Address Phone: Insurance: 30 BAKER HILL RD 4133418893 WC2-315-624269-013 FLORENCE, MA 01062 ISSUED ON: 08/18/2023 TO PERFORM THE FOLLOWING WORK: 22X22 BEDROOM ADDITION POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Ii : ib � • Uri, Fees Paid: $1,170.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner File #BP-2023-1105 Z`43 K APPLICANT/CONTACT PERSON:MILL RIVER DESIGN BUILD 30 BAKER HILL RD FLORENCE, MA 01062 4133418893 PROPERTY LOCATION 38 WILLOW ST MAP:LOT 23C-048-001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Building Permit Filled out Fee Paid $1,170.00 Type of Construction: 22X22 BEDROOM ADDITION New Construction Non Structural Renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans/Plot Plan Driveway Grade% THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay It I I ► b ►i 0 � '7 g3 Sign.‘c re of BuildingOfficial 1 Date Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. RECEIVED The Commonwealth o Massach�tts 1 W Board of Building Regulat ons and datjde 2023 FOR Massachusetts State Buildi g Cade, 780 CMR MUNICIPALITY USE Building Permit Application To Construc ,Re$ JAflislHgh a Revised Mar 2011 One-or Two-Fame y HAMPTON,MA 01060 This Section For Official Use Only Building Permit Number: alp. 2 3- 1,06- Date Applied:• ' / v .4, t VISI2 i♦ Building (Print Print Name) Signature SECTION 1: SITE INFORMATION 1.1 Property f`dress: S-� 1.2 Assessors es Map&Parcel Numbers 3 W ► \ow / 1.1 a Is this an accepted street?yes V no Map Number Parcel Number 1.3 Zoning Information: S 1.4 Property Dimensions: WSJ' It`( Z Zoning District Proposed Use Lot Area�(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 2.0 2,0 I S Ic zo Y3?) 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: _ Outside yes 'onePublic 11 Private 0 ? Municipal('On site disposal system 0 Check if yes SECTION 2: PROPERTY OWNERSHIP' R 2.1 M ALI'V t!\eQo (act. / Q norQI`C�t _, f � MA- o roe � Name(Print) City,State,ZIP 2E [Allow St . yl3 592-'-i -i PAck-r-vA@_1Ma.rvvi\c0.\41e,w6l No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building Elf( Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition - Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify: Brief Description of Proposed Work': (1,1`,0 a 9 Z i X ZZ I 01 a 61-e(` Le.tae ik a V/0 rl SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ irti 00 1. Building Permit Fee: $ Indicate how fee is determined: 2.Electrical $ /O/ 0 Standard City/Town Application Fee W 0 Total Project Cost (Item 6)x multiplier x 3.Plumbing $ /0 0 0D 2. Other Fees: $ 4.Mechanical (HVAC) $ coo(2 List: 5.Mechanical (Fire $ Suppression) Total All Fees: $ : (�1� 1�O/ Check No.02 Check Amo Cash Amount: 6.Total Project Cost: $ i oO0 0 Paid in Full 0 Outstanding Balance Due: • SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS'1066 qL' S Z 5/ Mo j-`� K.©z V Lk License Number `1 Expiration ate Name of CSL Holder List CSL Type(see below) 19 © �01�e'� �111 �No.and Street Type Description 1 O r AG e n n A/� O iD tJ Unrestricted(Buildings up to 35,000 cu.ft.) 'v�r ( R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding I • SF Solid Fuel Burning Appliances Ln 3'1\ VS)73 (4,11 I ‘1,u et ZSV ciAccl .(04 I Insulation Telephone Email address �\1I D Demolition 5.2 Registered Home Improvement Contractor(HIC) ! -7 gZO7 ' Sc.et& HIC Registration Number Evirdtion Date HIC Company Name or HIC Registrant Name FiA No.and Street in I Y 1 V Email adlressa!/, cC� t\ l City/Town,State,ZIP Telephone 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 0 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 t" 1J �csl Vl I d to act on my behalf,in all matters relative to work authorized by this building permit application. Ma rki-1/l Co \e_ gill I Z3 Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER'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. t/I\* o2ucV g711 123 Print Owners 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 I lanned,provide the information below: Total floor area(sq.ft.) IL c (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 J Type of heating system ` Number of decks/porches I Type of cooling system +" Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" gL f CITY OF NORTHAMPTON SETBACK PLAN MAP: 2_3 LOT: DLI I LOT SIZE: tot 5-01 REAR LOT DIMENSION: REAR YARD 2 n, > SIDE YARD I ") N,L J SIDE YARD I FT IG ,Lt2. FRONT SETBACK Z d FRONTAGE City of Northampton • 'o-.H��aMPro f Massachusetts �4.? -x_ * c , • ' , { a . DEPARTMENT OF BUILDING INSPECTIONS '': iQ -,+ / 212 Main Street • Municipal Building yv' ' a�1 �• ,,,.. _,•.=sue Northampton, MA 01060 sr•j 7��� 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: Val tt i.1 ie c c 11 it. The debris will be transported by: Name of Hauler: Kill e( O($( I 11 /0 ; Iu Signature of Applicant: ��/ �, Date: 17/1I Z3 I '�'• The Commonwealth of Massachusetts Department of Industrial Accidents 4 =lel= 1 Congress Street. Suits. .- Boston. MA 02114-2017 i Wi www mass.gov/dia Markers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): j rjl 14! a` ,-)e; !a /1 C� Address: -'O I✓c.\44 1-\t 1\ r` City/State/Zip: 1—t O e tit,C e MA e)i c ? Phone#: Ll/3,�y 1 ?p-g 3 Are you an employer?Check the appropriate box: Type of project(required): 1.1EI am a employer with_ , 3 employees(full and/or part-time).* 7. ❑New construction 2.01 am a sole proprietor or partnership and have no employees working for me in 8. "Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition ILI I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 0 Building addition ensure that all contractors either have workers'compensation insurance or arc sole 11.0 Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.0 Roof repairs These sub-contractors have employees and have workers'comp.insurance.t 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *My applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information.Insurance Company Name: 1,--1\,)R-i " i\ \ \`'eti, Policy#or Self-ins.Lic.#: \AJ(.--L— (_) - le Z-41 Z(a/ ' 013 Expiration Date: .S /Z 4/ Job Site Address: -3 w i "a vJ U . City/State/Zip: rio re ft Cra 01 o6 e Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjuty that the information provided above is true and correct. r Signature: V' ,e Date: b I /Z Phone#: 1-1,l 3 3 L{I ? R-3 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: A Drawing List GENERAL NOTES ABBREVIATIONS These plan have been drafted and designed by Carmen Associates ARtrdects to comply with the current Massachusetts State Building Coon elev elevation Opng opening A-1 Index Sheet Great care and effort have gone into the design and engineering of these plans to provide sound construction w owever the builder exist existing o of outside diameter owner snail be responsible for proper site tests including compres- sion drainage and unknown sal conditions ext exterior PI plate A-2 Foundation Plan It m recommended that the builder becomes familiar with these fit finish psf pounds per square foil plans by reviewing them prior to commencement of constiucbon II floor psi pounds per square inch A-3 Floor Plan +-' It d also the responsibility of the of the buildedowner of this to confirm that this structure Is butt in strict accordance to local and fp fireplace pit pounds per hneal fort a) stale building cones and other applicable codes a) fig footing p I plastic laminate The Contractor shall inform the Art Mieet of any discrepencies prior A-4 Second Floor Plan to start or construction GC General Contractor plywtl plywood (n 1 Footings are designed to bear on virgin soil capable of supporting Ga gauge R Rise X a beanng capacity or2tons,square foot(R401 d 1) Golly galvanized Refg refrigerator A-5 Elevations a) 2 Stress rated framing members shall be used that equal o exceed the following speciacatlons Gyp bd gypsum wallboard Rm room D LOCATION UVE LOAD DEAD LOAD OEFLECTiONS HtlI treader r.0. rough opening A-6 Elevations First Floor 40 psf 15 psi U360 lit height s a t suspended acoustic tile Second Floor 30 psf 15 psf U360 ------ -- RootTrusses 40ps1 pound snow load,venty 1240 (R201 2(5) Insui insulation Sc solid core A-7 Cross Sections Alb( 10 psf(no storage) L240 Int interior sf square feet AUK 10 psf(no storage) Bakomes(extenoradecks) 40 psf U360 Jt Kant sd sliding door A-8 Framing Plans Wind Load-Zone 1 Exposure B.106 mph(12psp(780 CMR 1611 0) Kitch kitchen sl side hie Wood framing members for girders headers beams and posts shall have Lax lavatory S4S surface four sides a) CD —A-9 Large Section a minimum fiber m bending stress of 1200 psi and E.1.500 000 psi Lsr Irving Std standard (B 0 Rephive framing such as rafters joists.and studs shall have a minimum Mat material SO steel U r fiber stress or 1300 psi and E.1 400.000 psi 0 wood stud framing shall nave a minimum fiber stress of 1150 psi and Max maximum T&G tongue and groove CO Q Fc=675 psi and Fc1=265 psi Laminated veneer lumber lb.2800 psi E.2 0 x 10 psi M.c medicine cabinet Lo.p top of plate General Scope of Work: L: (t3 (n 2 3 Glass in sldeides shower doors and sliding glass doors to be tempered Mfg manufacture t 0.S tap of steel 0 safety glass Min minimum Typ typical Includes the following and not limited to. C p� N 4 The mechanical and electrical layouts d provided are suggestions O Consult w ith your mechanical and eiectncal contractors for precise Mist miscellaneous UL Underwrders Laboratories 0 C — C spec me ations.locations and sizes 1 Addition of a Great Room located at the rear d the existing hon,�� Y C MO masonry opening Unexc unexcavated (constructed dyer a new basement) .> ? N 5 Eiectnc al systems shall comply win the National Elec Incas Code. 73 CO > p State Eiectnc ai Codes and any other applicable Incas codes N north W washer 2 Intenor renovation at the trot floor level per plans -p co Povide one hardwired smoke detector In each bedroom area and adjacent hall tite not in contract Wwm welded wire mesh (Verify with Owner regarding new lOtchen for this phase) Q 2 co LL Provide one hardwired CO2 detector al each floor level of the home and basement tap&bottom of stairs and basement Heat detec tor in Kitchen tits not to scale Wi with 3 Remove chimney in existing Kitchen(verity venting for heating ..e s...y...a,--s.,+.b^..•. 6 Plumbing if provided shall comply with the State Plumbing Code system) r,r �....es�. �� O.c. on center Wo without 7 Verify depth of frost footings with state building codes +��� B.Reproduction Or these plans m any manner or form without the written consent OHD overhead door 4 contracla's heating,plumbing and elednoal subs to verify obley,, of the Architect Is prohibited adequacy of camecbng to the existing systems m«.: 56-1.+. 10 w,a.w•«r.v.a.n:..., na601.."1. 9 Structure designed under I ntemauonal Building Code as adopted by The 5 Install new flooring in areas where required by the Owner Commonwealth of MA with State Budding Code 780 CMR.51 00 Residential Code with Amendments 6 The contractor shall contact"Dig Safe"for site requirements pna to commencement of any site construction work t USE GROUP- ResiOenial R-3 Do not scale drawings Fodow dimensions only / MILL RIVER 7 Tne Contnaddr shad De fesponsible t0 naVe all tlOCumen[5 _ pertairxngtoinstallationofengineeredproduds on the building DESIGN BUILD site during construction including but not limited to mIlIrlver25@gmail.corn - -. - ------- ^-, Truss engineering documents and other installation documents 413-341.8893 ested ilding SYMBOLS AND ARCHITECTURAL MATERIALS 8Instal(ppi by inthew Craver Department 8 Install Aping m new Crawl Space for Radon protection& conned to existing radon ventilation(Field Verify) Top letter a number indicates Detail Type I i Wood Partitions di oy C.B. 3 Bottom number indicates Sheet Location ( G �- am oar 2023,08,15 � � i Vv'indow Type ® Framing.Fnish Lumber Q ® Bock sac as noted Window Mark Type orndicatdby unit sae ut;tr{1f 1tnr1 rtt ckby a i S s , Insulation.Batt Type +��rir}�� Door Number&Schedule Concrete _ ` ` redaons.2023,08,15 Sand,Gravel ■ NM CI Door Mark Type or Incicated by unit size i'l. • 0:::::::::;:::::::::::::::::: Concrete Masonry UM(Chill) ,v erect no 38 WILLOW .. EarthElI namingRewd...vs Direction Mewing Section /1�Section Number W (\"/�'-- ® Insulation Rigd Type Drawing Number Where Shown I„-;, ,r.:1 Stucco .` KEY PLAN p` LEGEND 1 i EXISTING WALLS +lJ`�111\ I NEW WOOD FRAMED WALLS I I EXISTING WALLS.REMOVED t LPN NORTH r...".,.-.1 NEW CONCRETE WALLS 22'0" C OCS r+- r -- -----I1 C -- - -_ II 11 0" 11 0" [I r FOUNDATION NOTES: +"' I (13 I 3-2xe ord grew 4. I 1.Al concrete tooting shall bear on undisturbed virgin soil with a i y r. .2 or talae r minimum bearingcapacity of t tons/sf I73 I 2xe n parr o.c ! j aria p ald"o.c. 2.Concrete footing shall be 1'-4"wide x8"thick ,continuous C II t opts2 rx batted ..I... 1.prtr2 XMead -. unless otheiwise noted. Q 1 ,_ -I N Provide 2x4 continuous keyway at top of fooling. LL I i NEW CRAWL S I- 3. =o aete foundation walls shall be 8'-0"high s 8"thick. e 4.Concrete Basement floor slab shall be 4"thick poured over R I (unifinjshed) 4 I ,,j six mi.polyethytene vapor barrier 8 8"compacted gravel fill. tNV I I (2"conc.Il.slab) I i. "I reinforce floor with 8x8xW 1.4xW 1.4 steel reinforcing mesh II Typical.3 117 erat cone t( 1 I 5.The minimum compressive stresses for all concrete shall be Mad May column('Samoa I 7 3,000 psi In 28 days.Slump to be 2"n8n.8 5"max. a)I I cap 6 bad.) **ton } I ,.,;I Aggregate shall be 1"maximum. CV 113d"xse"x12'd cam LJ I I"` -0 CD PM" I I 6.Treated (2x8) sill plate to be set over sill sealer,flush with fU 0 ", I I i.,..--.—"r '--J� outside face of foundation wall.anchored to top of wall with U r IIO Q • I 112"dia.x 12"tong"J'anchor bolts spaced @ 6'-0"on center 03 i 1. y ._. I I i -1 I I 7. Wood girder ends shah bear on steel plate.Provide 1!2"min.au ` 03 eQ I-. 1 space behind and at sides of girder within beam pockets. O G l "" + / all.Break off foundation waN ties and patch with hydraulic cement `� ors2� 1 ''{' 'L 9.Apply two coats of asphalt foundation wall coating as per C 0 U J1 manufacturer specifications. .O C — C Existing block on held stone well / 10.Install 2-#5 rebars continuous along top of foundation well .-+ L 22 13 Typical this area only (2"beloWi &2-#5 rebate continuous along bottom of waN(2" -O (c0 � 0 2,Opening_-.1.. above bottom.Typical) Q G Cr) LL V T...c..rmw+a em.....,.. /MM.MIAw•i.v. _ ovarvaun*be swarm ' -\ T...r...w.a..e..+.. -- /\Existing 2x8 II.joists exls!uig beam __ __ , �� MILL RIVER • DESIGN BUILD ,__.__.,____�.__�,.__f' .'s-sver25Rgmail.com EXISTING BASEMENT C . 413-341-8893 Existing brick way or in, C.B. Ore 2023,08,15 • • soma: mewled tyssyt I do by: -LT,- '-`-'-- ,...A.,,,, 2023,08,15 ■ ••III ___ • prows no 38 WILLOW r nnang Hrs.k.n.'" . .lama no. FOUNDATION PLAN (Conventional floor framing) 1 /�_� 114=10• KEY PLAN /"1 6 Do Not scan Drawing. LEGEND l I t EXISTING WALLS 1/ K ) I I NEW WALLS / 1 I EXISTING WALLS.REMOVED PLAN NORTH vinyl post.railing and pickets -- 22'-0" (selected by Owner? le \ r— 1 1 C CO I ' a_ L 0 1 0 LL. l O N N C 1 } —\ DN /I�] A i i� / 1.1 • ON-+,,<->'" �+ Q N,.tc Relocated Condenses�_ .— L.: CU (n 2 pal bs required , O U O C = I -0 L. -- £. -O c6 co O Q 2 co LL w.cv,ge,5a.cgr as re+.-t j 4.44 EXISTING FIRST FLOOR `MAW w=:-e=.e A,.e.s••••• Ssfr•AKI0 ow p,as,.kcal** e, 4 fv kN MILL RIVER DESIGN BUILD m l llriver250gmail.com r -. 413-341-8893 et by C.B. Note:Contractor to verify with Owner for constr Itaeon of de 2023,08,15 Kitchen along with New Addition or 901Y 35nOSd future Phase 2 - PO Ck by awsons _ �!••--•�a� 2023,08,15 • NEW FIRST FLOOR PLAN-G...1418 +-GSF Ea libation,,. pmpct no 1 38 WILLOW EXISTING SCREENED-IN PORCH ExIsT loo2GSF-NEbv4I6GSF eBlor K=,.a• u� 19x9 KEY PLAN A-3 1- 2 1'-4" 26'.I' '— /• Do N01 Scale Cravings LEGEND (211I r NEW WALLS I I EXI STING WALLS.REMOVED PLAN NORTH /i` 22 0" t o Cy NEW N ROOF N CV CV .0 CO fC 0 0 o c .• Q c o o c = c -0 RI co o Q 2 el LL v fr._c'J^.'f•'.�. EXISTING ROOF MILL RIVER DESIGN BUILD 1nver25@gmail.com 413-341-8893 Or by C.B. me. 2023,08,15 wale: as noied dr.lay 2023 08,15 rwrlebrls I r ,.,_._ ■ ■III 38 WILLOW team tsutdfnoa • profit.*no:oos • • foot no. PORCH ROOF SECOND FLOOR PLAN LAYOUT-...550 +-GSF L._. III KEY PLAN A-4 Do Not Scale Draxngs U7 Z . 141111 O W W EX NEW 7'-8" WALLS c CV LANDING o O'-0" CZ 0 c Q ��� TOP OF FLOOR O U) 2 o NEW ADDITION, NORTH SIDE LANDING o -o al co o Q ch LL 22'-0 MILL RIVER DESIGN BUILD mi Ilriver25®gmall.com 413-34143893 NEW EX Or by C.B. date' 2023,08,15 7'-8" scab as want WALLS ck.by all_ r1.11091 2023,08,15 yoptl no 38 WILLOW meet noAhu . o'-o„ TOP OF FLOOR A KEY PLAN LANDING NEW ADDITION, EAST SIDE Do NW Scale IXawngs U7 Z 22'-0° F 0 EX F- w J w NEW WALLS N o _c f0 O 0'-0" TOP OF FLOOR Oco 2 LANDING o o NEW ADDITION, WEST SIDE < 2 u_ MILL RIVER DESIGN BUILD m i I I r i v e r25®g m a i I.c o m 413-341-8893 dr by C.B. date' 2023,08,15 cab as nosed 0.1 U-sy nwsions 2023,08,15 prosd no 38 WILLOW Foiling Resider.,. Sheet no. A-6 KEY PLAN Do Not Sose Dravmgs .., , t f y.g stadial. \ii� ]picaI Roof Construction �� Install continuous ridge vent at new rod peak(verity) 30 yr architectural fiberglass s roof shingles.match existing or as ix deg is typical unless otherwise r cla or detaileda- Typor Gusu,iaosits or rattan to aide ole Wds.B" all piste or Isle 2-16d side of valleys.per 2015 IRC 90527 t ro,such•ddltienal l'h depth 1-16d ENGINEERED continuous alumnum dip edge(§fasaa&rake -toe nah each side 3 Id TRUSS engrreered roof trusses.(See framing plans for root framing) C 2 Je ats or rafgn it Nl hefting- anchor truss ends with"Simpson"H2 seismic&hurricane ties @ top 0 3 Sm,:din seta plot* a-Bit toe nai of 2.16ddirect nail dwell �.;. 5/8"plywood(5 ply fir)roof sheathing with dips V 4.5 W a le top pot• 4-8d toe nei or 2-led direct nail nt� r'�11n1 1r1I1n/1 ,C�,;.�,( top of plate 1x4 furring et 16"ac(verify)(Truss bottom chord for drywall) Q) 5 C+,-able studs 2-10d direct read 12-o.c 'V61tlUUUV !UV J L•-I R-49 fiberglass attic nsulation ratter baffles as required in • 6 comer studs 2.16d direct n ad 616"sic v� badJoist to sole plats 186 toe nail 16'o c. 711: 1•2"gypsum wallbd ceilings(smooth finish) ® 4 cot.polyethylene vapor barrier at warm side CO 8 Plate is s 2.10d direct nail 1 Note.2x6 fascia aluminum covered(color selected by Owner) L p I:-=a'u Vented vinyl slut continuous(color selected by Owner) MI 9 Flo citing become.joists errafers I_ .i, 1'-0" "en' d vinylsdfit at rod eaves J tit;costa or rafters-toe nor its each side,roach and 2-led .Jur...num gutters&downspouts(selected by Owner) I` In mists or rafter hearings-toe nails each olds 2-10d 1- - IC Stocking between etude each aed4oe nails 2-10d Typical Wall Construction end nails 2.16d - horizontal vinyl siding to match existing(verify Ye Owner) .=?- -; 1:2""Zip"plywood sheathing tape at ants 11 Pro gres orb.blocking 1. , Ratter to block ng♦blocking to contlnuous coder 2-16d I-Y.j.. 2x6 KID(spf#2 or better)stud wall framing @16"oc (exteriorwatlsi m N 12 t.ulupte studs(stagger for studs wider than 4') 16d-24' °�� R-21 fiberglass belt wag insulationI.`. 4 awl polyethylene vapor barrier at inside wall face when using unlaced 0 0 13 R tbb an to studs _jl insulation U ir- 1"x rrbban 2.8d =- 0 2"x nbboa 2a Sa II 1/2"gypsum wallboard finish inlenor wells CO - c • c• a 14.cah i1 ng strips L R1S � C apply one coat d rkll latex per&two coats of latex finish paint 0 —2 caching der tit'to plate 3-t6 d _ Al baseboard to be 5 12"pine colonial style or as selected by Owner 0cli coding joists(laps our partition) 3-1 oil ~_ ) Al new windows, shall be doude glazed C 0 („) t joists(parole i to fetter) 3•t d d = 1 "Andersen'ands or equal as selected by Owner with Low E insulating C — C ceiling '--_ collet beam 3-1 ad Typical Floor Conntructon I glass with screens, extension iambs&grilles = m .,ti -i -C3 15 Bud-up beams(204-32'c.c.('top e bond in stagger) 2.20d \ i! "II fi3 co O Ir ! ^erg Typical Floor Construction Q 2 c's u. - e ends. - -- -.. ,I T- ,:i --30 bait Irssula0•• • --� (/1--� Finish floor covering as selected by Owner -wcwro".r n...+s.r.rc+.. 'i l., . 'J`i,-)SLil.1U Jut; _t_. , .dill Staggered 3/4"APA rated"T&G(5 plyfir)plywood floor deck. e,.,,.i.t.".°"^"''M e"^"' a lil glued&nailed) - ems e .-'' underlayrnent under inlaid&tiled floor areas r». .e''I.^"°'° "` See plans for framing floor last sizing a%Imtfon. run,.'_": Install bndgirg at midspan of floor is asper code requirements 'O""r°`e :?,',,Pre 1 <X.....m".... 2x6(pressure treated)wood sill plate anchored to top �� of foundation wall with 1/2"die x 12'anchor bolts CRAWL SPACE spaced 6'-0'o.c (see foundation plan) r R-30 insulation between floor framing. Install Joist hangers at framing where required by codes MILL RIVER !'am, i RaII noon 4 Foundation coating as required by Codes DESIGN BUILD ! '^ t Note millriver25®gmail.com --t 2 Al denensions are horn the face of exterior stud 413-34143893 wells or foundation to center-lined intenor studs. . +--- 1 posts,columns or beams,unless diterwise nded Radon ping tle Intro erestlng / The contractor shall verify with the Architect any drscrepencies prior to start of ccnstrudion a uy C.B. :',instal'Radon requirements Al structural lumber shaft be kiln cried• dale. 2023,08,15 General Nudes sots- as Mined Al exterior swinging doors sill - - or equal as selected by Owns- RI cs.by ' Al h t fixtures and foe co gum = morons 2023,08,15 ■ Nu Large Section C"- p..a,,,>.38 WILLOW 3/4"-I'-0" Fo.a.g R...mene. shoal no I KEY PLAN A-7 00 Na SUM Preview