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23D-122 186 FEDERAL ST BP-2016-1372 GIs#: COMMONWEALTH OF MASSACHUSETTS Ma :Block:23D- 122 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Buildinq DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: Building BUILDING PERMIT Permit# BP-2016-1372 Proiect# JS-2016-002360 Est. Cost: $94000.00 Fee: $611.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Groin VALLEY HOME IMPROVEMENT INC 077279 Lot Size(sq. ft.): 20647.44 Owner: COMERFORD JOANNE M&ANN M HENNESSEY toning• URB(100)/ Applicant: VALLEY HOME IMPROVEMENT INC AT. 186 FEDERAL ST Applicant Address: Phone: Insurance: P O BOX 60627 (413) 584-7522 Workers Compensation FLORENCEMA01062 ISSUED ON.5/23/2016 0:00:00 TO PERFORM THE FOLLOWING WORK.•RENOVATE KITCHEN, 2 BATHROOMS & OPEN WALLS, INCLUDING SIDING REPAIRS 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: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature• FeeType: Date Paid: Amount: Building 5/23/2016 0:00:00 $611.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2016-1372 APPLICANT/CONTACT PERSON VALLEY HOME IMPROVEMENT INC ADDRESS/PHONE P O BOX 60627 FLORENCE (413)584-7522 PROPERTY LOCATION 186 FEDERAL ST MAP 23D PARCEL 122 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: REMODEL OF INTEFUOR SPACES INCLUDING STRUCTUAL CHANGES. SIDING REPAIRS ON EXTERIOR New Construction Non Structural interior renovatio Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 077279 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: VA"p 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 Delay _ 6�3"161 Sign re of Buildi fficia 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. h Department use only GV G Y City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit IN g `"' 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability WNGINSPECTIONs rthampton, MA 01060 Two Sets of Structural Plans one 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER, REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Fed►�r�a Map Lot Unit Cx CA6 Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: inn 1'0(0 F'gren<e Ml, orab Name(P'nt) r Current Mailing Address: Telephone Sign#e 2.2 Authorized Agent: (eaa1 Fk renC-r t" 0�0 2 Name(Print) Current Mailing Address: J �, /5 Signat a Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 71, 000 (a)Building Permit Fee 2. Electrical ' (b)Estimated Total Cost of Construction from "6 3. Plumbing o o() Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) 0g) Check Number 3 7 9 This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date �a .. t .. � ..�..,: , t �Y Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Dep ent Lot Size Frontage Setbacks Front Side L: R: L R: Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location - A. Has a Special Permit/Variance/Finding eve been issued for/on the site? NO Q DON'T KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at th Registry of Deeds? NO 0 DON'T KNO 0 YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, b dy of water or wetlands? NO 0 DON'T KNOW Q YES IF YES, has a permit been need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: C. Do any signs exist on th property? YES Q NO 0 IF YES, describe si , type and location: D. Are there any pr osed changes to or additions of signs intended for the property? YES Q NO IF YES, desc be size, type and location: E. Will the con ruction activity disturb(clearing,grading, excavation, or filling)over 1 acre or is it part of a common plan that will di urb over 1 acre? YESQ NO Q i IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) Roofing F7 Or Doors 1-1 Accessory Bldg. ❑ Demolition �❑ New ' ns O] Decks [ Siding[p] Other[0] Brief Description of Proposed ReMr1� � � ' Work: �►Ji�(C-lG'� S�� S ��1��I,�d1^r6 S-r UC%fWL' cwc Alteration of existing bedroom Yes No Adding new bedroom 1 I Yes�t R1 No 0` EXTlcdL Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -SheL 6a.If New house and or addition to existing housing complete the following: a. Use of building :One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1' �.J D A- ��� rlrl 1 a as Okvner of the subject property. h eby authorizes , act on my be alf, in all afters lative to work authorized by this building pe it ap ication. r Signature of Oyther Da ib I' SVCA�� ,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge anr�hc.liof Signed u er the pains and penalties of perjury. Print Name Signature of Ow ner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ C Name of License Holder: �� ('\ �7 j`����y V1�1��r 1 0:1—1 � '19 License Number r Address Expiration Date Arm,-- w ' Signature Telephone 9.Re istered Home Improvement Contractor: Not Applicable ❑ C Company Name Registration Number — P D - &K 9// ? //8 Address Expiration Date Telephone_L��7�� SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25( (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...... ❑ 11. -Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occutaied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature w city of Northampton 212 Main Street, Northampton, MA- 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: y--e—ncic The debris will be transported by: -Qj The debris will be received by: L Qj Building permit number: Name of Permit Applicant \J V mere-- 1 164 l Date Signature of Permit Applicant :;..a The Commonwealth ofMassachusetts e ;aaataaa azt ofIndustria I ccid:ny . QJy1ce of Investigations 600 Washington Street == Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information -�`� Please Print Legibly *Name (Business/Organization/Individual): ��,�' i (�C .1.�"hx2Y-b1,Y i1 f Q-1' , �..1�V l Address:_ `-�b�� y`��G�� {1�,`� p City/State/Zip: �' �ot��rl,�� � C1 Phone#: Are you an employer? Check the appropriate box: Type of project(required): 1.[� I am a employer with 1 2� 4. ❑ I am a general contractor and I employees (full and/or port-time). * have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance. 9 F] Building addition required.] 5. ❑ We are a corporation and its lo.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.E] Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no 13.❑ Other employees. [No workers' comp. insurance required.] *Any 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. $Contractors 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: Nf beMa- C ax` ,a- ✓�Ce Policy#or Self-ins. Lic. #: oocj 0 6 c z I'S Expiration Date: i 4 117 Job Site Address: n(o Ef- i F4- City/State/Zip: Vkorentr CN),,. 0\0C,)2- Attach ?(,2Attach a copy of the workers' compensation policy declaration page(showhig the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to 01,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fitic of up to 0250.00 a day against the violator. Be advised that a copy of this statement may be fb .yarded to the Office of Investigations of the DIA for insurance coverage v rification. I do hereby certify thepains a d penaltie ,perjury that the information provided above is true and correct. I 6 Si afore: i, Date: 0 Phone off—rin1,eco Doom_ I)n not write in this area, to be nomt9leted by ciao,or town ol'ilcial ; City or Town: PermitlLicense# Issuing Authority(circle one): L Board of Health 2.Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: - aeee Project: 11hyfflotilii Stephen Gross Location: MLB2 Valley Home Improvement Multi-Loaded Multi-Span Beam 340 Riverside Drive [2009 International Residential Code(2012 NDS)] Northampton,ma 01062 (3)115 IN x 7.25 IN x 8.5 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 9.0.2.5 5/17/2016 1:22:37 PM Section Adequate By:67.6% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0A7 IN U603 Dead Load 0.07 in Total Load 0,24 IN U420 Live Load Deflection Criteria:L1360 Total Load Deflection Criteria:L/240 REACTIONS A B Live Load 2040 lb 2040 lb Dead Load 890 lb 890 lb Total Load 2930 lb 2930 lb Bearing Length 0.74 in 0,74 in BEAM DATA Center Span Length 8.5 ft 8.5 ft —8-5ft Unbraced Length-Top 0 It Unbraced Length-Bottom 8.5 It Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 480 plf 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 120 plf Base Values Adiusted Beam Self Weight 10 plf Bending Stress: Fb= 2900 psi Fb'= 3089 psi Total Uniform Load 610 plf Cd=1,00 CF=1.07 TRAPEZOIDAL LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One Cd=1.00 Left Live Load 0 plf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Left Dead Load 80 plf Comp.-L to Grain: Fc- = 750 psi Fc--L'= 750 psi Right Live Load 0 pff Controlling Moment: 6227 ft-lb Right Dead Load 80 pif 425 Ft from left support of span 2(Center Span) Load Start 0 ftLoad End 8.5 It Created by combining all dead loads and live loads on span(s)2 Load Length 8.5 It Controlling Shear: -2930 lb 8.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Redd Provided Section Modulus: 24.19 in3 45.99 in3 Area(Shear): 15.42 in2 38.06 in2 Moment of Inertia(deflection): 99.47 in4 166.72 in4 Moment: 6227 ft-lb 11837 ft-lb Shear: -2930 lb 7232 lb NOTES ! 1 • 1 t 5 Pa vsloo6 P Ft\9nt gta� s� oad �d Fe� 13yp � dE to ��y1.00 or N GF' P5� 1Ao 5 PSS S\ G' ud.1 O0 1 oll ir Ps` F FG'y s12 Zy tt\,o SPanl ds°n sPanl 62 2 leen<a�\�e\oa 2 5 PP°ao de d 2929 bnl a\°ads°n sPanlsv\ d entie�\oSP 5 and\\� d PIO �n3 N heat. n 2 d ad (36,9? 63\n2 .0 S °(sP? a\\dean3 5� \nQ �PPo��p�n�n9 ge°c102 ns 2 y\n2 y33 9�t\b Eby ceaut<� 3 p1 �n� �g y6 V) s Zy \b [\5 oO 62 �S a 1 U{iia lde�e�`Onl' 2g29\b Hent°f\ne �R`ent. neap• page Project: i ►I�� Ilcw �I. , Stephen Gross Location:MLB2 Valley Home Improvement / Multi-Loaded Multi-Span Beam 340 Riverside Drive of [2009 International Residential Code(2012 NDS)] Northampton,ma 01062 (3)1.5 IN x 1 IN x 8.5 StruCalc Version 9.0.2.5 5/17/2016 1:18:21 PM #2-Spruce-Pine-Fir-Dry Ussee Section Adequate By:27.9% Controlling Factor:Moment VMD DIAGRAM 3000- 1500— Shear(Ibs) 000 1500 Shear(Ibs) 0 -1500 _ -3000 -2929 Ibs 8 ft 7000 6225 ft-lbs @ 4 ft 3500 ment(ft-Ib) 0 -3500 -7000 -0.08- -0.04— D 0.08-0.04D ifiection(in) 0 0.04 0.08 0.075 In@4.2ft Pace Project: Stephen Gross Location:COL3 "' '' Valley Home Improvement Column 340 Riverside Drive o� [2009 International Residential Code(2012 NDS)] Northampton,ma 01062 (3)1.5 IN 3.5 IN x 8.0 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.5 5/19/2016 8:02:05 AM Section Adequate By:57.6% CAUTIONS x Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 VERTICAL REACTIONS LOADING DIAGRAM Live Load: Vert-LL-Rxn= 2929 Ib Dead Load: Vert-DL-Rxn= 23 Ib Total Load: Vert-TL-Rxn= 2952 Ib COLUMN DATA Total Column Length: 8 ft B Unbraced Length(X-Axis)Lx: 8 ft Unbraced Length(Y-Axis)Ly: 8 ft T Column End Condtion-K(e): 1 Axial Load Duration Factor 1.00 COLUMN PROPERTIES #2-Spruce-Pine-Fir Base Values Adjusted Compressive Stress: Fc= 1150 psi Fc'= 442 psi Cd=1.00 C&1.15 Cp=0.33 Bending Stress(X-X Axis): Fbx= 875 psi Fbx'= 1509 psi Cd=1.00 CF=1.50 Cr-1.15 aft Bending Stress(Y-Y Axis): Fby= 875 psi Fby'= 1509 psi Cd=1.00 CF=1.50 Cr-1.15 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Column Section(X-X Axis): dx= 3.5 in Column Section(Y-Y Axis): dy= 4.5 in Area: A= 15.75 in2 Section Modulus(X-X Axis): Sx= 9.19 in3 Section Modulus(Y-Y Axis): Sy= 3.94 in3- 1 Slenderness Ratio: Lex/dx 27.43 Ley/dy= 21.33 A Column Calculations(Controlling Case Only): Controlling Load Case:Axial Total Load Only(L+D) AXIAL LOADING Actual Compressive Stress: Fc= 187 psi Live Load: PL= 2929 Ib Allowable Compressive Stress: Fc'= 442 psi Dead Load: PD= 0 Ib Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-Ib Column Self Weight: CSW= 23 Ib Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-Ib Total Load: PT= 2952 Ib Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-lb Moment Due to Lateral Loads(Y-Y Axis): MY= 0 ft-lb Bending Stress Lateral Loads Only(X-X Axis):Fbx= 0 psi Allowable Bending Stress(X-X Axis): Fbx'= 1509 psi Bending Stress Lateral Loads Only(Y-Y Axis):Fby= 0 psi Allowable Bending Stress(Y-Y Axis): Fby'= 1509 psi Combined Stress Factor: CSF= 0.42 NOTES Project: fir::I�,,� i :Caa9e Stephen Gross Location:MLB2 I' ' '`' Valley Home Improvement / Multi-Loaded Multi-Span Beam 340 Riverside Drive [2009 International Residential Code(2012 NDS)] Northampton,ma 01062 (3)1.5 IN x 11.25 IN x 8.5 FT StruCalc Version 9.0.2.5 5/17/2016 1:18:19 PM #2-Spruce-Pine-Fir-Dry Use Section Adequate By:27.9% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.08 IN U1353 Dead Load 0.03 in Total Load 0.11 IN U942 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: 0240 REACTIONS A B Live Load 2040 Ib 2040 Ib Dead Load 889 Ib 889 Ib Total Load 2929 Ib 2929 Ib Bearing Length 1.53 in 1.53 in BEAM DATA Center Span Length 8.5 ft Unbraced Length-Top 0 ft 8.5 ft —� Unbraced Length-Bottom 8.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES #2-Spruce-Pine-Fir Uniform Live Load 480 plf p Uniform Dead Load 120 plf Base Values Adjusted Beam Self Weight 9 plf Bending Stress: Fb= 875 psi Fb'= 1006 psi Total Uniform Load 609 plf Cd=1.00 CF=1.00 Cr-1.15 Shear Stress: Fv= 135 psi Fv'= 135 psi TRAPEZOIDAL LOADS-CENTER SPAN Cd=1.00 Load Number One Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Left Live Load 0 plf Comp.-L to Grain: Fc--L= 425 psi Fc--L'= 425 psi Left Dead Load 80 plf Right Live Load 0 plf Controlling Moment: 6225 ft-Ib Right Dead Load 80 plf 4.25 Ft from left support of span 2(Center Span) Load Start 0 ft Created by combining all dead loads and live loads on span(s)2 Load End 8.5 ft Controlling Shear: 29291b Load Length 8.5 ft At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 74.23 in3 94.92 in3 Area(Shear): 32.55 in2 50.63 in2 Moment of Inertia(deflection): 142.1 in4 533.94 in4 Moment: 6225 ft-Ib 7960 ft-Ib Shear: 2929 lb 45561b NOTES - --- _- •----,•-- •r-- --- ••-• ,•• ••• ••••r• ••• ••. ••• •t• ••r.•• .+........=.ow,,,, ,.v......, —1ji,vrtory ury wfuldut Ulu Ut vrn.artu customer agrees war me elements or rots plan snap not ne repunusnen orpresenreo rn any Corm for the purpose of enabling or saPporting the work of competing project contractors without the permission of and compensation paid to,VHL P 1-4 T n G9 = '. mz 4 z p ;fiP � m M -1 - °0-U c() G)0 �. 0 X. 71 M m i o O M to 00 - 0 D i r- 0 �. m Z m f 0 oa 4 m X> I 00 —>< m O O =D Oi o \� C 1 5 nt n ' 0 i7 m O r n _• M 21 X n_i UJ Ti —:� rn v j t Ln I � (71 m' In;�0 > rrr (y - i -<<n < m(' ® R fit` i Cord cn O n 1 0 m In o z>; am < m �'Gi `mn L. m G' r z t_ rm m m A M Valley o11°te Impl"OvemeYl$, Inc. 186 FEDERALSTREET SC,%LE:SEE VIEWr"SHTNUNIBER:3240 Riverside Drive, PO Box 606,27,Northampton, MA 01062 FLORENCE,14�4a EXISTING CONDITIONS DNTE:5/10/2016 OfficePhone413.584.7522 Fax 413.585.0820 ® ®����®�® �® �� DR;�wNsv:s.�. 07 Fiinda onthewebat: UUW.ValleuHomelmprovement.corn Aff t iO a I LU LU5 99II Lu 7 W C^ S � i D co uj LLI jLlj n i E:A6�IIL Y ROOM ��w �� j S, C) n u 03 u- 0 NO WOR!:IN THIS ROOM REPLACE Lh5 UDR OO OR(2);NOGRVS o ' VENT HOOD OUTSIDE i � EW HARVEY rLONCON 5KY QUA OUNTER., WHITE VINYL DH (— WINDOW IN .� EXISTING OPENING j 3OVER 1 GRID 2 p ( !� 1 �.- ` c TILE BAGS PLASHL 2 _N { y _ wwnm.z D -40 REUSE-EXISTING TOIL;r I a vz )-y 3-4 1W — T-B 1N• -� P Q/ Q tl - 92 KrTCHE RE USE TOE KICK HEATER s"'"� AM sTD WALL HUN6 WHITE 51N IN LE LAKEINELL 57OKI NK/D(POSED P TRAP 1 Z L " U ■. u 1 ® BUTCHERSLACKGOUNTERTOP/WOOD TBD .,�( Z L6 A T-b' 4'_p• uj P:Ef^!FULL VIEW WOOL OORS INSTALLEG GHEN W `p D -40 B N cewn_an �- w co wo ys, CRAP OFF TEXTUR-E ON ALL CEILIN65,MAKE 51AOOTH A D PRIME;2 GOATS ' - • rfa 0- tl 4 INFILL WOAD FLOORING WHERE WALLS REMOVED;DO NOT TOOTH IN. _ _ MUDROOM (GARAGE 7 MATCH FX191 ING AS 0.05E A5 P05510LE 2 s,p REFINISH 15 FLOOR 5 COSTS SATIN POLY6. _.. .._ - - - - --- q o -- --- - INSTALL CAT \ pp S PLYLVL HEAD-ER WRAPPED IN 64115 , -DOOR, "� REPLY" GL.`.55 IN MU DROOM DO R i2);NO GRIDS s i WOOD#1. EXISTING WOOD FLOORS POSTS'IIFIN IeA ff 1WED ROUX-N EAVN\PINE 6i,ZN cGA'n-D L siloel [.'n v V Q 0 o TO REMAIN. REFINISH THROUGHOUT FIRST FLOOR.±635 - yn i d SQ FT a F —J INSTALL NEW CARPET ON STAIRS > 1 I COLUMNS LOCATED OVER EXISTING BASEMEN _....-_ _ COLUMNS WRAPPED WITH. RECLAIMED L o LIVENG h --) - RUSTIC EARN BOARD IL WOOD#2.PATCH FLOOR WHERE WALLS O 3 3 EMOVED. TO MATCH EXISTING. > z f`! Z a CH kNik INHERE STONE y SURROUNDING MATERIALS V O � TILE#3 AT ENTRY,±20 SQ e X13cl `o �— _ rn ( bi 4 F 1 O I- ro 01 �^ i vii ( @F' Qj Iil n i o PAINT ALL FASE2 npon __NEW5TORM DOOR INSTALLED ON EX15TIN6 ENTRY DOOR;5TYLE TBD. jN i "---RADIATORS kk MA ONI Gv PSOAiD5 TO MA-GH- 1-TING iN57ALL_-O`FR TI1'-H_A-I4:N� 1stfoor an i O 3/lain= 1 f� L I m � i�1 k oylaes ml l mu el—lullls DI flus plan snao nol De repunnsneo or presenleo m any form for thv purpesea of enabling or,,ripporting the work of competing project contractors without the permission of,and compensation paid to,VHI. 1 j til F� 3 I 1 €7 z P > <� X => �a 3 3'-0 112' n `s- ;u �i0 r- n {11 a W ZS =j 3 3: C, - C r• � 0 � I � p0 Z o � A ® a s x u aa c Z O m 6 m m AO� 0 O -{ a N m Z a) b p a z g=g P p fn z m 2 Z ffl Z O y fn l N J m �p 2 m o 3 a Y � y P � ar c r v rn = m (nCn J A q AA z n O 6 O 3 AO F Z ^_ A P m y z O x y o m /(� c Valley Home Improvement, Inc. 186 FEDERAL STREET SCALE:SEEVIEW SHEETNUMBER- 3&b0 Riverside Drive, PO Box 6)(527,Northampton, MA 01062 F't ORENCE,MA PROPOSED 2ND FLOOR DATE:5/10/2016 t11'fl ce Phone 413.584.1522 Fax 413.585.0820 ® ®���F®�® ��® �� DRAWN BY:S.G.N Find us on the t.ueb at: u.WW.ValleyHorneImprovement.com �_tlani/:o ., �� ,m _.- = , I- ,....,................_..—.........o................,'--p-"—.,, '—vu.n,oe.—v,-u,onu..umwuvr ap.—ura,u.v ervuronra ul a//s pldrr snd,nue ud rupurwwwa or presenrea/n any form for tho purpose of enabling or sul porting the work of competing project contractors without the permission of,and compensation paid to,VHI. 1'_10" n sv fu N I I µ C?ti I F -y O G.C i O 1 1 rnrn ' Orn w Ci m r I- i I o C] — cffrnI I LAI I 1 11 (P� L � I- �maI L _. ._ -. .. 1_IO r,ZoCffi 7 i nll �1. I I ! Wm�f.,� _ _ G7 p j D 7Irn - - � 1-... i _ po6;;c Z + I 1f 2m« _ rTl p 7•;G) rn I I I ! I I r 171"T7 C G: �I r to I I I 0 _ or- vv v,z m I ! I I I z . i� I O rrl l In --c;z fr, G7 rTl r U �z ' I -M ID1+ I '>w 7 fn -n O S -i r- m Valley -'f®m improvement, Inc. 186 FEDERAL STREET SCaLE:SEEVIEW -sHEETNUTABER� 340 Riverside Drive, P4 Box x0621,Northampton, MA,01062 FL®RENCE,MA SINK WALL (ELEVATION DATE:5110/2016 UHd L Phone 4 i 3.584.7522 Fax 413.585.0820 JO C®l9 ERFORD AND N — DRAWN 8Y:S.C. �itld ls on the uae�h at: u.wLv.YalleuHomelmprovement.com fi UJ cc FAMILY ROOM z C T o I 1 1 1 (103) LU I e UUUUCDz:a s � Lul �--'-VE�Il'HOOD OUTSIDE ^ - a / `--NEW WINDOW IN ° EXISTING OPENING #2± F-21 SQ FT L—PANEL ELEC E COUNTER-DEFRPt 5 o WALL HUNG CABINETS. I I� REF I -� WUMTEk»# e ( FLOATING TO ON i — L! - -�\, '_/ — -- 97 E INTERFERE WITH H J � Elf 3'-41/4" T _7-E 114" -- ` EXISTING `J I I o R� CHE ® / I F' HEATER. R1 -tel' R1 �^ ° _ Lu IUD 1 zY — -- i o ci/—ANI Ll 4'-0" M ,yg A -4D0 B v1 CCUNTER47 vi I i ' 9 A j _ I ,I ---- -- —--- — ---- I---- ------- -- d o MIUDROOM GARAGE END PANEL w Q 0 u o --------------- --------- ----- - INSTALL CAT 4 u Li. —DOOR w co 24 9" c DOD#1. EXISTING WOOD FLOORS— co o )REMAIN. REFINISH J o iROUGHOUT FIRST FLOOR.y 635 n �Y� I Ri ii - o'2 2 FT - - �` c� L` I \ LVL BEAMS.TO BE SIZED BY co m LUMBERYARD. PAINTED GWB SOFFIT TO COVER BEAMS. 0 . Ixdw� rr RS \ COLUMNS LOCATED OVER EXISTING BASEMENT 0 UMINS. RECLAIMED HEAVY TIMBER tv ) � a USE SOFFIT AS ELECTRICAL CHASE � � WOOD fit PATCH FLOOR WHERE JVALLS p o F `—REMOVED. TO MATCH EXISTING. L _ s` PATCH WALL WHERE STONE (U B xCk P - VENEER WAS REMOVED TO MATCH - __ E '� t - SURROUNDING MATERIALS MAKE GEILIN65 SMOOTH O —_ 2 GOAT5 FEAT WHITE FAINT / TILE#3 AT ENTRY,±20 SO } z y 6 04FT >_ r o, ctV 101 _.. I `s.`tr a };t NEW ENTRY DOOR AND5IDELITE5j N ) 3 : 4 CO 1 LIGHT FIXTURES •-�--� Q1 fel z +��C�� RlG M^'JNT� ..-'_-__-•- I I --LET-CF! el CEILING fnJD.tivT,DIMMER l`.-J•l-- 1 M p I I i I' ^, Nav oUner-ouPCEY.oun-r, I -J—Jot �I C MOUNTED RECtiSED CANPA2 30 JS , V.�, — _ < ' eE P62 t. p O DIMMER 74 E_'E_CCDE > Dco z pl, CEILING MWITTED,VENTING,HATING c.,J✓- f '•'SMOKE DETECTORS PLACE'4S.T/7'PET3 BE PER MA CODE.HARDWIRE. ImorapianrsUropruprrerarywurtcproauctorvaueyr7urneimprovement,inc.(vnq.itisaeuvereorormetenuea ro anuexclusivepurposeor supporting me contract ora or vrtr,anti customer agrees marine erem ents or tors pian snau not oe repua presentee in or presentern any form for the purpose of enabling or supporting the work of competing project contractors without the permission of,and compensation paid to,VHL O O = ° -4 o m coo 0 0 106 5/8" 108 1/8"• 96" 95 1/8" 1 1/2" 10" 98 1/8" 10, 96" f , 1 , � LI = I N fit - tp X O O ME N O � iI II A�.c J T-2 1/8" I;p � � �AF I I �. �A.■ � V I N rn I I..i 1 t� cv 3 O m A iii� i{ Uj DW m U, O O U, ME ti i I Il O ? U3 -0 n M Q Q - rnN 7cQ1 .Xa Alf It �- O N N � S N � 3 fn l h.I ; f A� _o I � Valley Home Improvement, Inc. 186 FEDERAL STREET SCALE:SEE VIEW SHEET NUMBER 340 Riverside Drive, PO Box 60621, Northampton, MA 01062 FLORENCE,MA Cross Section DATE:5/19/2016 Office Phone 413.584.1522 Fax 413.585.0820 JO COMERFORD AND ANN DRAWN BY:S.G. 8 Find us on the web at: uuw.Yalle Homelm rovement.com