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38B-216 (5) .YluciC — °1/2(11 T6 ISsti4 .> File#BP-2015-0624 APPLICANT/CONTACT PERSON BRANCH DIANNE E ADDRESS/PHONE 54 FORT ST NORTHAMPTON PROPERTY LOCATION 54 FORT ST MAP 3813 PARCEL 216 001 ZONE URB(85)/SC(16)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out /pile U x} Wi611 D Fee Paid Typeof Construction: CONSTRUCT ADDITION(BEDROOM/BATH).DECK&ATT GARAGE New Construction Non Structural interior renovations Addition to Existing Accessory Structure • Building Plans Included: Owner/Statement or License / 3 sets of Plans/Plot Plan ZaN ( 1 i\ Ok -- 191.6246"– APJ-r LQ-1.) THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: I/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 C13 Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Dela jarp Kir 1/4a1—nV- Signature of luilding Official 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. Department use only City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit DEC 5 212 Main Street Sewer/Septic Availability Room 100 WaterNVell Availability r. -- J Northampton, MA 01060 Two Sets of Structural Plans • » `��,3p�10 413-587-1240 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 5-4 a-r St Map Lot Unit JcQT1Awn onr /IAA Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: /� 1 �1 A A) A.) IC Rtit 14 /(o/ r t owl Si ERS I-kowmteloU me(Pring Current Mailing Address. 7J- r7ya- 0219 CahwJ. t . tr— Telephone Signature 2.2 Authorized Agent: KRtsren Se-Anal 43 View ST Avr0Z &zsManp :.i Name(Prin Current Mailing Address: 4/3 -32-0 I Signatu • Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1 Building / VO (a) Building Permit Fee 2. Electrical (Wu (b) Estimated Total Cost of Construction from(6) 3. Plumbing C I DOC Building Permit Fee 4. Mechanical(HVAC) /p u0 +� 5 Fire Protection Z j uri o r 6 Total=(1 +2+3+4+5) /(, Cl (f(X- Check Number `1Ea 'co This Section For Official Use Only Date Building Permit Number. Issued. Signature: Buildingddd// Commissionerllnsppector of Buildings Date //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 Se filled in by Building Depalment I Size U,,3iq z1,Si9 Frontage e I 7 I Setbacks Front 3" 8i Side L: I 2' R: 4-0 I: R: 17' Rear /Z3 ' 12-3' Building Height Z,gl lb 131de.Square Footage 1705 $ " 2362 11 '( Open Space Footage ,. I lot ac,minns bldg&pu.cd iy ell yz i' 057 89/, purklngi N of Parking Spaces a Fill: nnn,me &Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DONT KNOW YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW O YES O IF YES: enter Book Page and/or Document tt B. Does the site contain a brook, body of water or wetlands? NO e DONT KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained , Date Issued: C. Do any signs exist on the property? YES O NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading.excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES Q NO 0 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 r7f. Replacement Wi(tdows Alteration(s) Roofing d Or Doors [� Accessory Bldg. ❑ Demolition LI New Signs [C] Decks [Nti Siding I®] Other[C] Brief Description of Proposed Work: qdd ne,i au-1; 5)0E41; winpcw: t-Vnc CS . (3JSEO ceu. F.!asi tvJ 4ri 3'1 . Alteration of existing bedroom x/ Yes No Adding new bedroom ✓ Yes No Attached Narrative Renovating unfinished basement Yes ✓ No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building One Family Two Family Other Sin e}4 T Ta G p0orn ns b. Number of rooms in each familyunit: Z p. *OM f,M Number of Bathrooms C. Is there a garage attached? 4e5 d. Proposed Square footage of new construction 651' Dimensions 12 Yet A ?b%,5, /J,Sim lb e. Number of stories? Z f. Method of heating? Next-la-Ext- YfkvS Foervfcc Fireplaces or Woodstoves 1/41E3 Number of each 1 g. Energy Conservation Compliance. Yeer Masscheck Energy Compliance form attached? on4x h. Type of construction 2x9 , 2%6 • i. Is construction within 100 ftof wetlands? Yes X No. Is construction within 10D yr. floodplain Yes k' No j. Depth of basement or cellar floor below finished grade C./ 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 I. MIA 10 t. , R- (i p/c , as Owner of the subject prope hereby authorize V' I S 1 . R A A7c N o act on my behalf. in all atjgrs rel iv to work authorized by this building permit application.(c // o- It 3g nature off13 Owner (� Date I, KRIS', 4t1(* . 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 and belief. Signed under the pains and penalties of perjury. STEn f3Qt.iu+ Print Name 2 3 iy Signature• i ne gent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable 0 Name of License Holder License Number Address Expiration Date Signature Telephone 9.Registered Home Improvement Contractor Not Applicable 0 Company Name Registration Number Address Expiration Date Telephone SECTION 10-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 ❑ 11. - Home Owner Exemption The current exemption for"homeowners-was extended to include Owner-occupied Dwellings of one(I) 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 1083.5.1. 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 our presence on the job site will he required from time to time,during and upon completion of the work for which this permit is issued. Also head.ised that with reference to Chapter 152(Workers'Compensation) and Chapter I 53(Liability of Employers to Fmplo)ecs for injuries not resulting in Death)of the Massachusetts General Laws Annotated.you may be liable for person(s) u hire to perform Houk for)ou under this permit. the undersi t d "homeoww certifies and asst me: tui espo ih r compliance with the StateB 'Id to Code Cit} of Northampton Ordinances.State and 1 neat ZoningLaw nd Sta lassachusetts General Lan s Annotated. Homeowner Signatures-r- The Commonwealth of Massachusetts ids Department oflndusfrialAccidents �yy Office of Investigations I _c.' — tc; , --* = I Congress Street, Suite 100 !! Boston, M4 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Aoo&cant Information Please Print Legibly Name (Business/Organization/Individual): /6c1S"reyl 131zinLli Address: 63 Ch'e St ST City/State/Zip: 1 atm ♦ Ma D O, Phone#: 113 -320 — y y9/ Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. I am a general contactor and I i have hired the sub-contracts 6. ❑New construction or employees (full and/or part-time)_' 2. I am a sole proprietor or partner- listed on the attached sheet. 7. ( Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for rue in any capacity. employees and have workers' [No workers' camp.insurance comp.insurance; 9. Building addition required.] 5. ❑ We are a corporation and its Io.0 Electrical repairs or additions officers have exercised their 11.❑Plumbing repairs or additions 3.❑ I am a homeowner doing all work myself [Noworkers' comp. right of exemption per MGL r y ep c. 152, §1(4),and we have no 12.❑Rom repairs insurance requL-ed.j " employees. [No workers' 13.0 Other comp. insurance required.) '.ivy applicant that checks box t,1 must also nil 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. tcontraotors 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 One policy and job site information. Insurance Company Name: Policy k or Self-ins.Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing 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 Pae 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. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DLA for insurance coverage verification. Ido hereby certify tind-r the aasns and penalties of perjury that the information provided above is true and correct. d --- - Signature: 1 t/13-;7j3 1�. Al _. _ _,:Date:: _ /2/3,/(y - -. _ Phone#: 7)j -5 j` - s/j9 J 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant-to this statute,an employee is defined as". every person in the service of another under any Contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity,or arty two or more of the.foregoing engaged in ajoint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,pamership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling,house of another Who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings iu the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§75C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance - requirements of this chapter have been presented to the contracting authority." Applicants Please rill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone numbers)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees ether than the members or parsers,are not required to cavy workers' compensation insurance. If an LLC or LLP does have employees,a policy is remured. Be advised that this affidavit may be submitted to the Department of industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be retuned to the city or town that the application for the permit or license is being requested.,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or'Town Officials Please be sure that the affidavit is complete and printed legibly, The Deportment has provided a space at the bottom of the affidavit for you to fit out in the event the Office of Investigations has to contactyou regarding the applicant. Please be sure to fill in the pennit/license number which will be used as a reference number. Ln addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"lob Site Address"the applicant should write"ail locations in (city or town),"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number; The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston,MA 02114-2017 Tel. k 617-727-4900 ext 406 or 1-877-MASSAFE Revised 7-2010 Fax ft 617-727.7749 wwryvinaas.govidia 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 150k Address of the work: SH Ic cT ST The debris will be transported by: Avi1 zn+ 7 LLL i✓le- The debris will be received by: 4 i i- IeeLKtki Building permit number: Name of Permit Applicant KR,stcin Kf-pmLI+ // .4k Date Signature of Permit Applicant 54 FORT ST BP-2012-1053 GIS#: COMMONWEALTH OF MASSACHUSETTS Mao:Block: 38B-216 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Catreorv'renovation BUILDING PERMIT Permit# BP-2012-1053 Project# JS-2012-001817 Est.Cost: $74000.00 Fee: $444.70 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Grono: Homeowner as Contractor_ Lot Size(s4. ft): 19602.00 Owner: BRANCH DIANNE E Zoning:URB(85)/SC(16)/ - Applicant: BRANCH DIANNE E AT: 54 FORT ST Applicant Address: Phone: Insurance:. 54 FORT ST NORTHAMPTON MA01060 ISSUED ON:6/25/2012 0:00:00 TO PERFORM THE FOLLOWING WORK:RENOVATION,WINDOWS,SIDING,ROOF,RELOCATE STAIRS 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: Oiu !mutation: 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: - - FeeTvpe: - Date Paid: Amount: Building 6/25/2012 0:00:00 $444.70 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner fi 54 FORT ST BP-2011-0192 GIs#: COMA, . .LTH OF MASSACHUSETTS Map:Block:38B-216 .. '. IF NORTHAMPTON Lot: -001PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:REMODEL BUILDING PERMIT Pecmitit BP-2011-0192 Protect# JS-2011-000333 Est.Cott:$20000.00 Fee: PERMISSION IS HEREBY GRANTED TO: Cpnsr.Class: Contractor: License: Use Group: Homeowner as Contractor__ Lot Size(sq. ft.): 20952.36 Owner: Dianne&Kristen Branch zoning: SCC61(URBIHS)) Applicant: Dianne & Kristen Branch AT:: 54 FORT ST Applicant Address: Phone: Insurance: 54 Fort Street (413) 727-8633 Q NORTHAM PTONMA01060 ISSUED ON:9/3/2010 0:00:00 TO PERFORM THE FOLLOWING WORK:Kitchen Bath Face Lift POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: qq Footings: u---Rough: Rough: q 4,22' 1 O House# Foundation: �t Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: OK-4/.. `3_/ eti a° t., Final: Smoke: Final: Pr1 THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy signature: FeeTppe: Date Paid: Amount: Building 9,/3/20100:00:00 tab, op 212 Main Street,Phone(413)587-1240,Fax:(413)557-1272 Louis Hasbrouck-Building Commissioner /Chi , ,; yy / _ , H., (c.' H821 ;% --- -# Home Owner Exemption Declaration While the property at 54 Fort Street, Northampton MA is under construction,the property will not be habitable due to the level of renovations and lack of working plumbing. My mother,Dianne Branch,the owner of said property,will reside at another rented address during this time. Once the construction is complete, Dianne Branch will be able to move in and occupy her home at 54 Fort Street. Kristen Bra ch C/ �.��. DSC 5 Authorized Agent a:o�s Ja 1 JAN — 4 2115 Kristen Branch PO Box 60164 �� - Florence, MA 01062 No 413-320-9491 Northampton Building Department Puchalski Municipal Building 212 Main St. Northampton, MA 01060 December 28,2015 To Whom It May Concern, In the Fall of 20141 applied for a building permit for 54 Fort Street renovation and additions at a cost of 960 and change.The permit was held due to the need to add a fire evacuation route/door to the left side of the house. This request required us to revisit the plans and re- draw the layout. During this time,my contractor walked off the job in late December.a week before Christmas,which required me to totally regroup and resource a new contractor. Due to these unforeseen circumstances, I am requesting a refund for the permitted funds. I did not abandon the permit,just have had to regroup. A credit would work as well,since we are on schedule to apply for a new permit in the Spring 2016. I was in the office in November to inquire about this matter and Chuck Miller suggested that I write and send in this formal request. I appreciate your kind understanding in this matter. Best, Kristen Branch cot^a,r CITY OF NORTHAMPTON, MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS c 125 LOCUST STREET ►6 f NORTHAMPTON, MA 01060 413-587-1570 FAX 4[3-587-1576 Edward S Huntley, P.E. Director June 24, 2016 Louis Hasbrouck. Building Inspector Municipal Office Annex 212 Main Street Northampton, Ma 01060 Dear Mr. Hasbrouck: The water service at 54 Fort Street has been disconnected from the city water supply and the water meter has been removed from the premises. Please contact me if you have any questions. Sincerely, Matt Wintle Foreman Cc : Donna LaScaleia. Director of Public Works City of Northampton Mail -Fwd:54 Fort St-Sewer Pipe Cap https://mail000gle.com/mail/u/0/?ui=2&ik=39211afc3d&view=pt&se... ;en ICOY of I'. j••v,qNorthampton Charles Miller<cmiller@northamptonma.gov> Fwd: 54 Fort St - Sewer Pipe Cap 1 message David Veleta <dveleta@northamptonma.gov> Thu, Jun 30, 2016 at 3:32 PM To: Louis Hasbrouck <Hasbrouck@northamptonma.gov> Cc: Charles Miller<cmiller@northamptonma.gov>, Rich Parasiliti <rparasiliti@northamptonmagov>, branchstudio@yahoo.com Louis, Please see the email and photo below and attached photo.The sewer department was not on site to inspect the cap shown below but verified the stake in the field today and discussed the future connection with the contractor as noted below. Based on the information provided,the DPW confirms that the sewer was capped off on 6/29/2016. David c Veleta, P.E. Department of Public WOCiKS 125 Locust Street Northanton, MA C_06C -: 913-587-1573 exr.4310 413-350-C298 F: 13-587-1576 5: dveleta@northamptonmagov as: www.northamptonma.gov/dpw Forwarded Message Subject:54 Fort St-Sewer Pipe Cap Date:Thu, 30 Jun 2016 14:49:25 +0000 (UTC) From:kristen branch <branchstudio@yahoo.com> Reply-To:kristen branch <branchstudio@yahoo.com> To:dveleta@northamptonma.gov<dveleta@northamptonmagov> Hi, Attached please find photo taken yesterday by Matt Gilmore, excavation contractor. As you can see it is staked and this stake is now about 18"out of the dirt, it was covered after capping. Chuck Miller in the told. dept. is requesting a letter from the Sewer Dept. stating that the sewer has been capped off. Matt and John Tailon, I believe spoke about the best way to reconnect service after the demo has been done and prepare for the new construction. The thought was to reconnect new pipe to existing pipe closer to the street, to avoid running a new line to the main in the street. They thought that this was the best plan of action to avoid getting into the street. Please let me know what the next steps are. Best, Kristen Branch I oft 7/12016 8:17 AM City of Northampton Mail -Fwd: 54 Fort St-Sewer Pipe Cap https://mail.google.com/mail/w'0/?ui=2&ik=39211afc3d&view=pt&se... 413-320-9491 46t4-77,',':' 1.' .F; - IMG_1787.JPG ,..r ,{}. 4 1157K 4 1 t � 2 of 7/1/2016 8:17 AM P ePuI'. 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CS sCS Skuiceuee Cmfgffnaan BranchKri.itetiFonSt-Level 6 12-11-14 M ri moan w.euree on dee 2:32pm I IorI Member Data 1 Description:CalcB7 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load. Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 26.6 PLF Filename: Q:\BranchKri Other Loads Type Trib. Other Dead (Description) Side Begin End Wdth Start End Stan End Category Replacement Uniform(PLF) Top 0' 0.00" T 9.50" 220 55 Live Replacement Uniform(PLF) Top 0' 0.00" 27 8.00' 220 55 Live Replacement Uniform(PLF) Top 7 9.50' 17 10.000" 240 60 Live Replacement Uniform(PLF) Top 17 10.00" 22 8.00" 240 60 Live Point(LBS) Top 0' 7.13" 0 193 Live Point(LBS) Top 22' 088" 0 180 Live • 1 t✓ IF 1P 2280 igg 0 22 a 0 Hearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0 0.000" Wali N/A N/A 1.652" 65044 — 2 27 8.000" Wall N/A N/A 1.679' 6611# -- Maximum Load Case Reactions I.hoo tro azvm,na po,v:wtey S ues Isms>:neanm,=<mne., Live Dead i a9Tk 168M 2 49156 1e9.5a Design spans 2r vw• Product: 1-3/4x18 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumescontinuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 14.970.# 72812.# 47% 1133' TOW Load D+L Shear 5528.k 17955.# 30% 21' Total Load D+L Ti.Deflection 0.5587" 1.0740" 1)461 11.33 Told Load D+L Lt.Deflection 0.4270" 0.7160" 1//603 11.33' Total Load L control: a Delleclion DOLs: Uvee1gel% Sedge-l16% Rcotel2S% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% Manufacturers!retaliation guide MUST be consulted for multi-ply connection details and alternatives u pin ns:n«aare:,wem,.e m mar mzr=ns o f Doug WMgins rk Miles Inc. cm-..;#icnfffgar t a s pansliqetl On This net Me 21 West St. ansa"ma9S,s by aoerzd dess so omesronea cvpi„amore. s su amrenoda. unap nu to the wow s=m u'n+F West Hatfield Ma. <ti.vrx,✓21 a%0[B"JJ II HranchKna(enFonSt-Len!6 12-II.14 6ndmfsEs 4SJD 4aFDamha3446 2:3Ipm I U1( Member Data Description:CalcGl Member Type: Girder Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Budding Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 8.8 PLF Filename: Q:\BranchKri Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top P 0.00" 7 9.50" 92 0 Snow Replacement Uniform(PLF) Top a 000" 7 9.50" 117 139 Live Replacement Untorm(PLF) Top 7 950" 18' tar 125 0 Snow Replacement Uniform(PLF) Top 7 9.50" 15 1.50" 135 179 live Point(LBS) Top 15' 6.38" 35 17 Snow 758 880 O0 et/ 1618 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift m 0.000' Wall N/A N/A 1.50(r 8364 2 7 5.500" Wali N/A N/A 1936" 3282# — 3 16' 1.500" Wall N/A N/A 1.500' 13:16# -- Maximum Load Case Reactions vxmo appa..n r.*.r bars,or n ei:ads ia:am^a m=rnbea live Snow Dead 1 :ea= 2260: 34464 2 12114 10364 15974 3 dos 4724 6208 Design spans P 0.875" 8' 0875" Product: 875- Product: SYP (PT) #1 2 x 12 2 ply PASSES DESIGN CHECKS NOTE:Pass-thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the lop chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2168.'4 7581:8 28% 12.3' Even Spans D+0.75(L+S) Negative Monier 2558/ 758114 33% 7.46 Total Load D+0-75(L+S) Shear 1510.4 4528.# 33% 7.47 Total Load 0+0.75(L+S) LL Deflection 0.0212" 0.2691" 0999+ 11.9' Even Spans 0.75(L+S) TL Deflection 0.0366" 0A036" 1/999+ 11.9' Even Spans D+0.75fL+S) Contr0: Negative Moment DOIs: Ws100% Snow=115% Hoct 12s% wino.gm. rrws menta has been aesiS in accanarxe with NOS 2C. Pat bads aver 1166660a ate NOT ocludEd in the pea an G4cNaIms,pit ARE incWed In trio Reaction tett ."proacr peon am r,araoao-sof the racco,e omen Doug Hodgins 2j _ rk Miles Inc. "" "' ''" re 21 West St. q Par ++p^m=x a eiiebrien eese an,or wau prot646c661 as enc tin rotappovai.36aGteP,as:wales666.316761660n accading to 66 re YOularel5.mc nape West Hatfield Ma. CS stteturen4206110uie a BranchKristertFonSt-Level 6 123114 is nwubPne46.I0 Mwoal.Oashrt 1W 2:31pm 2 o16 01 Member Data - .... Description:CalcG2 Member Type: Girder Application: Floor Comments: Top Lateral Bracing:Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live. L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 5.6 PLF Filename: 0\BranchKri Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 1' 3.00" 27 7 Live Replacement Uniform(PLF) Top C 090" 23' 780" 6 1 Live -Replacement Uniform(PLF) Top 1. 800' 23 7.00' 27 7 hive 777 — -1 / / z 3 00 ro c c 11 4 0 tG .... ©/ 237 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 2' 3000" Wan N/A NIA 1.500" 297# -- 2 12' 3.000" Wall NIA NIA 1.500" Sit -- 3 23' 7.9.3K" Wali tv1A N/A 1500 21(k? - Maximum Load Case Reactions used for aopletee Dent lea ire it ne I a0.9¢cam/me memrers Live Dead 1 216# 91s 2 224 174# 3 1a3# 577 Design spans z o.oca'(lett Cann I0' o.0SC 10 8.87&. Product: Spruce-Pine-Fir #2 2 x 10 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord, Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4780# 3431.# 13% 18.69' Odd Spans D+L Negative Moment 617.'# 3431:# 17% 12.25' Adjacent 2 D+L Shear 270.# 2498.71 10% 12.26' Adjacent 2 D+L LL.Deflection 0.0249" 0.3580" 11999+ 18.16' Odd Spans L TL Deflection 0.0319" 0.5370' L+999+ 18.16 Odd Spans Oh LL Deft.,Lt. -0.0128" 009)00" 211999+ 0' Even Spans L TL Dell.,Lt. -0.0149" 02000" 2L/999+ 0' Even Spans D+L Contrd: Negative Moment DOM: bve=imm Snov0115/, Heel-125% Wit x160% rhis member has Yawn designed in accordance with NOS 2005 Arl wannc nna1a „weman,m mw n.:e=r..Cama Doug llodgins c gs rn20arm sme4+suite 0s' sw tree Ate neltet .Swett rkM6asIre- ramee,a na spa 21 West St. ae"lusbe um iwaen ' 9cr roteettortal asraceme int avv,..21.msdew,eettdreeSPetductn.a ne . e to re teenelaeterettSs cc Carts West Hatfield Ma. CS Sum e.,5,1-mlltanw a BranchKnsta)PonS[-tcvel 6 12-II d4 m,rcamtuome 5.0 :v~.,e mo,ea.l4xi 2:3ion 3016 Member Data Description:Ca1CG3 Member Type: Girder Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IHC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live. L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 5.6 PLF Filename: Q'.1BranchKri Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0 0.00" 22' 9.50" 6 I Live Replacement Uniform I PLF) Top 0 0.00" 22 953" 27 7 Live ...... 0 N a C C3 n 5 C CD 22 0 a Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall WA N/A 1.5W' 2088 -- 2 11' 4.0W' Wall N/A N/A 1500" 630# — 3 22' 9.530" Walt WA N/A1.5500" 2168 -- Maximum Maximum Load Case Reactions 1554 55 amincgem Iodine ioadcm cam.n9 mem rs Live Dead tate 554 2 S7 187g 3 1574 ki Design spans 10 8.895" 9' 0.875' Product: Spruce-Pine-Fir #2 2 x 10 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 497'4 3431:# 14% 17.98' Even Spans DLL Negative Moment 688.% 3431:# 20% 11.33' Total Load DLL Shear 282.# 2498.# 11% 1134' Total Load DLL LL Deflection 0.0276" 0.3691" L/999+ 17.42 Even Spans L TL Deflection 0.0349" 0.5536" L/999+ 17.42' Even Scans Dr-l. Ocood: Ne35tive Momert (IDLs'. Live-ltb e Snow=115.4 Red=125% Wird.slW% This member has been designed in aCCurd2nce will NOS'Nb5 All o,odua,,friss and iademats of mmecwe omen Doug/lodge's 1 na^a :15 s.,m re c s rk Miles Inc. u cvaoeti , meets rnr 21 West St. 1ee mug noes, on pmma�a a ar e 4 mss omuc n® oa eooema w.e a. .aoc West Htelield Ma CS SnL4vt'2m:rye..iu 4 BranchKri stenfonSi-I.uvel 6 12-11.14 eai4P=no_ee+419 i n aabae Witt 2:318¢: 4 0(6 Member Data Description:CaleG4 Member Type: Girder Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 5.6 PLF Filename: Q\BranchKri Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top0' 0.00" :2' &00" 220 55 Live • I / A 780 740 780 0 0 ® ®/ 22 A tl Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift I 0' 0.000" Wall N/A N/A 1.500" 872# -- 2 2 T 8.000" Wall N/A N/A 1.864' 2376# -- 3 15' 0.000" Wall WA N/A 1.864" 2376# -- 4 22' 8.000" Wall NIA N/A 1.500' 872# -- Maximum Load Case Reactions 61v5 tor aglyngmn i mr i w0.A Tymrers 10 eamO ineLiveo Dead I 70:# 1718 2 18958 4818 3 18951 46t+ 4 7132# 1704 Design spans T 0.875" r 4ccc- r a9ss' Product: Spruce-Pine-Fir#2 2 x 10 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1354:4 3431:# 39% 18.89' Odd Spans D+L Negative Moment 1636.'4 3431:# 47% 15' Adjacent 2 D+L Shear 1007.# 2498.# 40% 15.01' Adjacent 2 D+L LL.Deflection 0.0342" 02358" IJ999+ 18.54 Odd Spans IL Deflection 0.0405" 0.3536" 1/999+ 18.89 Odd Spans D+L Contact Negative Moment DOts: Llve=10v Snow=115% Rbb125'% WIrd,150% mit member has Caen designed;n a000 dance with NOS 2005 All no. am nmmn.z or.aCi o4c,'.e coni, Doug Flocigins i cacynane S0 s.4m-r+rvr.,rare .Au-mawsResE o. rk Miles Inc. Pnann e armain oomeas m . 2l West Sr. thew mLe eraoa dese Lie p anre at iniron m 'mermanate s pedoat. >..o.mCwdreothe m amflaceve,smee cal,on. West Hatfield Ma. cs sLr t 1Msoglu4m a BranchKdsrenFonSI -Level 6 12-1114 xinRstesus rm3 MnihI ic493 1:3lpm _. S olb Member Data Description:CaIcGS Member Type: Girder Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IDC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 4.4 PLF Filename: 0 \BranchKri Other Loads Type Tdb. Other Dead (Description) Side Begin End Wdth Start End Start End Category Replacement Uniform(ELF) Top q' 0.00" 2' 8.00" 27 7 Live Replacement Uniform(PLF) Top O OW S' 8D0" 27 7 Live Replacement Uniform(PLF) Top 2' $.00' 6' 807 3 t Live J 1S".fixa+—_ ° . 264 4112 hep Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 6S# op 2 2' 6250" Wall NA N/A 1,500" 207# — 3 E 8.007 Wall NWA NWA 1_500" 85# — Maximum Load Case Reactions Intl f apde ng nim loads lm lire lord re cn Mnp-lemma Live Dead 1 564 134 2 A28 a 3 ors we Design spans 2 3.625' 3 9.125" Product: Spruce-Pine-Fir #2 2 x 8 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 50.'# 2300.24 22/. 4.75 Even Scans D.L Negative Moment 63.'# 2307# 2% 2.52' Total Load D.L Shear 69.# 1958.# 3% 2.53' Total Load D.L LL.Deflection 0.0010" 0.1253' 11999. 4.5g Even Spans L TI.Deflection 0.0010' 01880" 0999s 4.594 Even Spans DA _ Control: Shea DOLs: Uve=l%% Snow11514 Hootd25% Wind 160% This member has Men designed in accordance Was NOS 2005 ul cock"wars am rrade"mmsounaumeRai.e overs Doug Hudgins I rk Miles Lx. +p'tinesan,eoas reomn.,wa poet wen29', gmen meet'aayr ss ox'ma4"a re,w' o o spanned can 21 West Sl. a mane Peeed a o,. ini es sae'or dap pore o"al as<gL:dd'b'app,aal rrsdanndaa133111mducrlre,9"I.�m"acco,di^g ro rho epa.uaamarsme''''e 1-m West Hatfield Ma. CS seixlwe^r 34)(1:383 n BranchKrisrenFortSt-Level 12-11-14 km➢cnetiam win Mame Tawe:1N3 :31pm 6 of6I Member Data Description:CaloG6 Member Type: Girder Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L1360 live, Li240 Iola! Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 8.8 PLF Fil enarne: O:\B ranchK ri Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Stan End Category Replacement Uniform(PLF) Top O' 000" 8' 3.50" 0 '1 Live Replacement Uniform(PLF) lap 0' 0.00" 8' 3.50" 0 3 Live Replacement Uniform(PLF) Top a 0.00' a 3.50" 5 I Live Replacement Uniforrn(PLF) Top 0' 000" 8' 3.50" 27 7 Live Replacement Uniform(PLF) Top D'' 9.00" a' 3.50" 31 96 Snow Replacement Uniform(PLP) Top 3' 4.00" a SSO" 240 60 Live Point(LBS) Top 0' 7.13" 0 91 Live Point(LBS) Top __ 141 68 Snow a 838 O t2/ / 838 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift I if 0.000` Wall N/A NIA 1.500' 12084r 2 8' 3500" Wall N/A N/A 1.500" 1486# -- Maximtan Load Case Reactions stet to,aodr^en*ahe Live rotawSnow Dead 1 4590 2550 872# L..2_, 8704 1154 nada Design spans 7 3750" v Product: SYP (PT) #1 2 x 12 2 ply PASSES DESIGN CHECKS NOTE:Pass"thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2461;A 6592,'# 37% 4.67 Total Load DTI.. Shear 1065# 3938.# 27% 7.18' Total Load D+L LL Deflection 0.0211" 0.2438" L/999+ 4.25' Total Load TL Deflection 0.0379' 0.3656" L'999, 4,25' Thai Load D.L Contra: Positive Moment DOM: L1vnrs100M .Snow=l15% Rooln125% WIr160% Tks meMvr has bees deaiaad n accidence van NOS 2.05 Point loans over teatngs are NOT includ%:In the Design capitations.Wt ARE Llduded in;he Reaction table wodurl rra,,ra,are raue,.rksor t o,..w,::wo e.,,ers Doug Hodgins rk Mites Inc. Ce%p., ",n1 2e Cy S a y s' 21 West Si. m9 15 turn .me y % 4 Co. Spans 10 ,e a re.eed ty a wa nada . deem emit ma an me ewe! ciar ea mes prolet wallaien accordingp Om manura ewe m4oicaon. West Hatfield Ma. Q : Lana/ a!B. Gonz BRANCH / Bock ?6/3Page /05 54 FORT ST See Plan Book //7 Pg 29c N38 '00 '00 "E / MAP Seo CURRENT PLOT PLAN 4. 00 ' LOT�, l'OTSO 413-320-9491 N38 O0 '00 "E / 17. 63 Alp. 3. 32 ' v N38 .00 '00 "E / N- s_.( i ,9s j � a� 40 A► 20 XX58 7 / � est ,p� O .,‘ ,‘ —...,. Ar----a0,,,,,,,, ,E O I eQ T 1°lit (�L ,,, 4%5,4D i 41 viti7 y0 VVV , . .. 3.4 1 1r # t :093, 3 �� 3 .15 aW acs \GP Vr 6o SCALE 1 "=30 ' Lana N/F .;) • P = — MO me a pry/ / z/o t Andrea Peke N �,' ;,' -s a� book 2225 Paye 200 1 i3 0 30 60 Aa 2 MAP 3013 . 15. 31 ', bmf 5 336 n r PLAN OF LAND /N NORTHAMPTON MA. 00 :‘,-11 : Prep led For Land /VP Benjamin C. Fieman WI///am W. -I-. t A/Ice C. 6 Date Book 2490 Page /20 Edward C. Muszynski may z 2,9r0 PROFESSIONAL \LAAB SURVEYOR MM 5615 File Na. LOT 212 P.O. Box 733 atm:' Greenfield, NA 10-009 Uw,///an - Ca1383 Ca-a/ N C 11 : / Back 26/3 Page /05 \\ / SeeP/unBook //7Pg. 29C 54 FORT ST N38 00 '00 "E iDRENOVATION PLOT PLAN 4. 00 ' /cA OT /g $- 413-320-9491 N38 00 '00 "E / l 17. 63 / 332 v N36 . 00 '0."0 "E / NSA. / -.9S ate- 0.00 / 400yy %kr . :ore,it, , - : - , ' 1 1 Y it) \ -Y-,4:\`‘, ® ¢ q' @ `.. J�� G� ,,Aa N a'. 9..'b c� M10 AD ✓ s O titi A 09. E� ry \'�^ ` 1�� 9S 9 up 046 J Ad.s4 lc, te 00 t` p. 3 .153 D,'a I y' 60 SCALE 1 "=30 ' p( pry/NL'zio mea Flake �c��- , t 0 3�� Brook 2225 Page 206 Z, .114 Kee 1 5015 5. 31 PL4N OF LAND /N NORTHAMPTON M4. 560 1 Prepared For Land ,V,/F Benjamin C. Finnan WI///an fl „h. $ A//ce C. d Date wok 2490 Page /20 Edward C. Muszynski May z 2010 PROFESSIONAL [AAS SURVEYOR M,qr Ste File No. LOT 242 P.O. Bax 733 2Ab' green fiel0. MA 10-009 4cr�e � 5. 1�a and/0-//' " ti ___- 5twk .� rm _ _,......_ 4 to 0,o m L — ..am=:•_. . IP Wo 0cs Bs� 0 "�y `14e, T 0 4 q95 it ^' 405 eci.IS r 9V �Ab%Atttb .( 3t9 bYR7 I D 0. \ N1/4$ W IL 6i 1a . a• ' -ar— N. wSo '� .�tt,,�'� vb. '$.� E' °rrEirtvHvl« 1 47F La Ili g°47.--Its, • NMI � ` • it \ ,•14. Al / 1a� oL$1 r .0 ON r �' s� N ‘>. 1 li cp #6,410/140 ��p� to 0� SITE LEGEND ' w y \4 n REMOVAL OF ELICITING - O a Idl' ADDITION PODS SITE GRADE MAP AI_ J S p� 1 ZZµ, CI iPORT WIrH DECK _ NEW GRAVEL DRIVEWAY REMOVE OLO GRAVEL DRIVEWAY NEW CURB OUT /(-I/ !Y REMOVAL OF OLD CURB CUT 13RAblt; li 54 FORT ST SITE AND GRADE PLAN 413-320-9491 INSULATION 12 CLOSED CELL SPRAY FOAM 727/ WALL CAVITIES - R-21 ROOF CAVITIES R-49 EXTERIOR 12 7/ JAMES HARDI BOARD AND BATTEN 3t_ KLEER TRIM BOARDS IPE RAIN SCREEN STANDING SEAM METAL ROOF RUBBER ROOF SYSTEM U. UU E. 6 INTERIOR MB ME ME � � I I 8 1 Ili1/2" DRYWALL 13 ENGINEERING N R N l qd BY RK MILES ■■ ■■ ■■ / II1 6. .ay. ...,.i , x ....m i ..,. .n nF., „ .. . ., »�..' t sd,va`ar.4�.✓,. r ,,..? '!._ >s: ',�,.-a.:�'ry �.. ..m..n�.rr�k'19,,. X��<`ki, nr � I. rr6�j-cam„ vb'L'`Sr 2 y;?? g, 9• ti~'tll'e ,y 22 BRANCH 54 FORT ST FRONT ELEVATION 413-320-9491 SCALE 3/16" = 1 ' 0 4 ■■ 11111I 9 I ■■ Mil19 _... . '... u.. I I j II I �� �I �+ '% ¢^3" r"�3,' s v ,y 76 t $ ' v .. � i 1 Pu " es + fi .• r {�' t c s f 6 t .tom LM14et1/ /✓I `"� y✓' - 4'e .yy , ' `t x qx� ri 1311 A IN t: I-I 54 FORT ST REAR ELEVATION ---- --- - — O 1c AY, ,- 413-320-9491 M. ..eAlat iwost 1c ReA'°� l SCALE 3/16" = 1 ' 12 12D ■■ 8 snwm/nr—x.uux 22' Y Y Y p �p 1 I • -a E tl E I E X I 1 I X @ �. . .�,.� S�4,n' 1N FK . ,..... ..,e,.. 2 caro n.iWNM9NMt gee�u,r,_ wv,anamu—+ $ 13 R A IN (; II 54 FORT ST RIGHT SIDE ELEVATION 413-320-9491 SCALE 3/16" = 1 ' i' 11, 111 °1 I g51 12 LI 1 X2.'8. . i, „ , � � I 11 I I, 1 8]5. 1 I �x]” II J y I U 'J II L (t' -:"' s Ff3ed8 .x _.W�'' : r• BRANCH 54 FORT ST LEFT SIDE ELEVATION 413-320-9491 SCALE 3/16" = 1 ' r- a Impi MASTER BEDROOM +' -. — ,Y _ 12ii I li h IS' LIVING 111 .- u-- -- . DINING IIIIIIIMMI"Mir! 18' I t KITCHEN J DECK 22' X 22' MASTER BATH ” 6 1 I 0 7 LSTAI DOWN ENTRY ENTRY STAIRCASE B1AIP UP / 1 I 1 , k - k H 1 ao a FULL BATH LAUNDRY 15 10' 10" amill I 4.5.. v,. t _ BEDROOM/MEDIA ROOM I9 = BRANCH 54 FORT ST 10r FIRST FLOOR PLAN 413-320-9491 SCALE 3/16" = 1 ' �Le BEDROOM I L HALL FULL BATH _l B P IO-IT r BEDROOM 2 3T I3RAINCH 54 FORT ST SECOND FLOOR PLAN 413-320-9491 SCALE 3/16" = 1 ' 0 0 � CANTILEVER 37.58' POSTS 0 ■5.33' 7 WM.11.11l]Qlrl 15.33' 22.25' 6.19' 12' 5' 18.. K' 18 9'6" 11.8' Pru e- 1 L Eu 'WALT. CARPORT 22 POSTS/DECK ABOVE 12" • 8'WAIT. ll INIII 11' 8' 8' 8' W LL HEIGII1 6'WAIL.m.lmrr RISE-7.11 22' ItUN 0.5 . CONCRETE LEGEND EaFSIING FOUNDATION n • NEW CONCRETE FOUNDATION WALLS In 4" POURED P 13 I; A 1i (J II FOOTINGS PORRSLABS PIERS 2'x2 x1D' PIERS 54 FORT ST p 12" SONOTUse WITH 2'x 2' FOOTING FOUNDATION PLAN 413-320-9491 SCALE 3/16" = 1 ' ROOF FRAMING PLAN 1 P D Simpson H2 5A hurricane ties at all rafter and truss/plate connections 2 1 �. �� I j� - II_ . _sl .1 1�, 'XX R � PF TR SSES 4 „ �1I o� :Till . .n Si Lal A 3-5/8" ledgerloks 2 per bay 1 R; Rs 1 .IIM "5 I I I I 1 yr. A w n a .'f� JIL Ra o[ eo0 : B n .. 1 -1 Sp'=e-F S 9, .. ... -- -._. 2 sr tpv r . e r c^ Rd ---<_ Al_ p 0 F ev I r r e a o[ -1_ a [F e Anter. I RO s. Qi d _. 3 -. v _ 6 / I ' ]-)-, A/oee R BB Ir HI R6. _ jec fe ge' H 2ND FLOOR FRAMING PLAN P goz,�` L, L A�SceS L _ ` _, 1m 1'm rk Miles Inc. NOTES' ,.[ -‹ A f t e . e m 3 21 West St. /4001410. SIMPSON $ I West Hatfield Ma. StrongcPle I 1ST FLOOR FRAMING PLAN — _nr --- ( i — 2t _. F I R9 f r — 1 _ vty � Jr r , l I ___ t_ J6 _22I ,f, Rl � _ ID I Rti 3. 2: ; , ,1 l 2: 1� r� _ I FLOOR TRUSSES 16 O/C _ 1 I I j 1 q “,s,„.._ 1: fl pi y R Rs s 1 R0� -- I - T ty ,- k: R3 99 0.. s6 I B P 114' I 1 P41.4z' HI H. C "Lo L; L LL L IL XKX G ! ii 4EFe 0 rk Miles Inc. "Es' 3a >4. E , a t 21 West St. StMPSON .,, r. _ , ,.. o= , i s d'1 £ %' West Hatfield Ma. Strong- '.. 1ST FLOOR STRUCTURE 0 i { w —. 15 0^ — _. _ _ ��' �^ __ F __ 7! c„ e 0• 23 0" - z G1 a OPZ! � -. 0o "1 I 1 -. _ — FLOOR TRUSSES .6 1 O C I — — J N I II I' I I I III –_—. – -. - .— — N.ma _ 'fl -- —mo.. . - -- coo N Cw= y I I 4 m N= 0‘,. I 1 —.. ® I N >d ro 17 Y __ __-__ i _. -. / --—__. __ _ _ _ JOB:Foote St G 5 —. s( oPlr - o,,,n — Oply "'"°' >I OESCNEO BB. OQUGHQdOv I 19 6 �.,. �.. foundation LAYOUT