Loading...
23C-006 36 LANDY AVE BP-2017-1280 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 23C-006 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:New Single Family House BUILDING PERMIT Permit# BP-2017-1280 Project# JS-2017-002132 Est.Cost: $203250.00 Fee:$1097.90 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NU-WAY HOMES INC 013693 Lot Size(sq. ft.): 8058.60 Owner: NU-WAY HOMES INC zoning: URBnoO]/ Applicant: NU-WAY HOMES INC AT: 36 LANDY AVE Applicant Address: Phone: Insurance: 38 WHITE AVE (413) 563-0085 SOLE PROPRIETOR EAST LONGMEADOWMA01028 ISSUED ON:5/18/20170:00:00 TO PERFORM THE FOLLOWING WORK: NEW SINGLE FAMILY HOUSE - 1717 SQ FT 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 it 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 5/18/2017 0:00:00 $1097.90 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-20]7-12801 l( r" ' APPLICANT/CONTACT PERSON NU-WAY HOMES INC p, `' ADDRESS/PHONE 38 WHITE AVE EAST LONGMEADOW (413)563-0085 D9J" PROPERTY LOCATION 36 L AVE S ^ / MAP 23C PARCEL 006 001 ZONE URB(I00)/ 11C1r THIS SECTION FOR OFFICIAL USE ONLY: r/e `ftiFI iC ' PERMIT APPLICATION •' 1ST `'1 ' Y • CLOS REQUIRED DATE __�11('- _ ZONING FORM FILLED OUT �� I N ROA PEQIACk. Fee Paid Buildina Permit Filled out R Fee Paid \1 fo Lowsco Typeof Construction:_NEW SINGLE FAMILY HO - 7 SQ FT _ _l New Construction C r Nif tro tta I3 Non Structural interior renovations ` n� Addition to Existing ` IRE( (NW-430J Accessory Structure Building Plans Included: Owner/Statement or License 013693 PLAt.` to 3 sets of Plans/Plot Plan T �t THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON NO-[ �rnrA 1 f` INFORMATION PRESENTED: tiE RS Approved Additional permits required(see below) NSD c .i9 CRM [DN f( cMKf 10 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 ice 879/7 azure of Building 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. O-'77-1 - D_e arrre uso,IL 1 Of H.-1-b ncYon �c a cs orPerc.. C `201 I 1 9 Ir D atmect ro G Dn e [ay Ferri �7212 ['Ilan Sireel IS ver oti Avaiabi v - 1 Iooh 100 ter /eliAtal n¢)- [II I/lorta r,On, MA 01060 T./yeSets ofSrcccraPl ns - _ � phone 413-587-1240 Fax 413-587-1272 -lot/Sl Flans Orhrt_Spe ir/ _ APPLICATION TO CONSTRUCT.ALTER.REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 •SITE INFORMATION I /t p/4#1/tyf" 1.1 Frooa,Sr Address: -I ' This section to be completed by office 2 _ 362 L.4mdr>f AO.- . M P d3 _;- -:Lip u,lt jlfp2r A''1`��J7tTd Mq . 0/06-2- Z n Overlay- Dr rct , 'tm St Gismo ._ - CS District- I 11 SECTION 2 - PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: / 1 NL- wb� /{ones .mac. 3' 6 H.re k9✓� , /: LThami.nlar- HAet;/a3_8 IName rani) Current piling Address: ,frit 2145/4•1( Telephone11 1 Sig 'ur 1 22 the rrz SAcent: o'w A4• Nn.t.izt ( 31w4,77 Out. e. L:,., ,,,tenean✓- v1n 2/`0X% Nane(PrmO Curren,Mating=digress: !L ti h./ (yi3)SL3 -oob'S 1 Signa:u� eleohcne 1 SECTION 3 -ESTIMATED CONSTRUCTION COSTS IItem Estimated Cost(Dallas)to be Official Use Only mmeleted by oermit applicant I. 1. Building ;al 5uilding Perrr it Fee �� 51 .2 C° 2. Electrical I ib) Estimated Total Costo` JO y one, Construction from(6) 3. Rumbing /Ce00 1 Building Permit Fee C. Mechaniaal(HVAC) /0, 000 i 5. Frre Protection i I fi Totai=vaz-6+4+d; a.o- ,26-0 J,Check Number g8d-3 /t OR 7. 9 01 This Section For Official Use Only I Building Permit Number Date Issued: Signature: 1 Building Com m._S lone-/I nspecmr of B uildings Cate farj 4a e ry6ML�s , (, 1,n &r+, . .ne7 Section 4. ZONING I AU In:o i s Muni Se Scinclecez. Picirm:Can Be Denied Sde To I .im,_Z ginmeto.: siin> I F:oo_-ed j R 9 dcyZoning_i U R 6 'M1 [UD_ovmv d ibl Inc: 11 Size _ ?I. TjTl `77 Cr) - :I Frontage ,- Setbacks Front I ,gn s I Side L- R IL 2.%c Rear - ' I — _ 1. Hui s =,ipn I ._ ._. �t���1�f. —_ I Bid F Square ootage % I FL.LI -- : I Oyez 1 air Spare t —_t I _ � u sin=LIS sing es saved . i I' .,nr Fari sSpaces I Fill. d.' _I A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO >4 DONT KNOW 0 YES 0 IF YES, date issued:, IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT n KNOW V YES 0 ...__ I IF YES: enter Bock cage, i and/or Document a~ B Does the site contain a brook, body of water or ivands? NO 0 DONT KNOW C YES K IF YES, has a permit been or need to be obtained from the Conurbation Commission? I Needs to be obtained 0 Obtained j , Date Issued: ._ 7 ,add I C. Do any signs exist on the property? YES 0 NO K 1 IF YES, describe size, type and tocarion: D. Are there any proposed changes to or additions of Nans intended forhe property YES 0 NO IF YES, describe size, ype andlocation: F. 'Lei the construction activity disturb(clearing. =dings- cv i n, or fillinover 1 acre or is it pad.of a common plan that will disturb over 1acre? YDS 0 N IF YES, a N srtharepton Stem ',Neter tganagertestPerrnit from the DPW _required I I SECTION1\!5-DESCRIPTION OF PROPOSED WORK(check all eox!icabie_) New House LX Addition n I Replacement Window_ AI eeration(s) I IPooling Or Doors ❑ Accessory Eidg_ Tl Demoillioc ❑ New Signs [O] necks fp— Siding ID] Other ID] Brief Description of Proposed Work. yo e✓t.cr a Alet., Si 129,./e lqa,.✓ /,/oma w,aL, nen 0pan, i9 '4 4 - <f Alteration of existing bedroom Yes No Adding new bedroom Yes No Mashed Narrative Renovating unfinished basement Yes No Pan_Attached Roll Sheet Ca. fv NEW house and or addition to e:i5dno hou&no. C..moiete the Tonowing: a_ Use citt building One Eamtly Two Family Other b. Numberof oons n each `amity unit: S. Number of afnrogms ;tin172— c. 2. c. Is tnerea garage attached? ye .5 d. Proposed Square footage of new construction- / 7 /7 Dimensions 3 el 'e 1 y a. Number of stories? a Method of heating? Go.5 /for /3noe Fireplaces or Woodstoves Number of each g. Energy Conservation Complianncce. V>+ 5 Massoheok Energy Compliance form attached? ye 5 h. Typeofconstruction .D � Ii Is construction within ,OO O. of wetlands? I-"...--Yes No. Is construction within 100 yr. floodplain Yes �No ]. Depth of basement or cellar floor below finished grade L 'C q k. Will building conform to he Building and Zoning regulations? Yes No r I. Septic Tank Clty Sewer Private well City water Supply 1----- SECTION 7a- -----SECTION7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner cf the subject property I hereby a uthor'ze to act on my behalf. in all matters relative to wars authorized by this building permit application. Signature of Owner Date I, as OmnerAuthorized il Agent hereby declare tat the statements and information on the foregoing appPoaion are true and accurate,to the best of my knowledge and belief. Signed under the pains and penaiies of perjury. Print Name . Signature of Owner/ASen1 Cx:e SECTION 2•CONSTRUCTION SERVICES .-.1 License :Construction-Su:erg/is-by: pp / 'oi A.pplicab'e E N of_ Holder_ Se 114•1 M • G"L{ I License[Arnie- li 3S" 04.eR Nue. I, Gond-.ale,' o,. di A: 0r0.21 ; C'> -0/3(213 , Addis E% iration Cate • Signet / Telephone - 7� s �/ J7 9. Reoistered Home Imorovem_n Contactor . Not Applicable E Comnam,Name Registration Numoer Address - Expiration Date Telephors SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.C.L.c. 152,§250(6)) 1 Workers Comp ns ban Insurance affidavit must be comple_ea and submitted with this applisaUer.-Failure re to provide pis afbtavit wit result in the denial o the issuance of the building prmit Signed Affidavit Attached Yes - 11. - Home OwneD Exembtaom The current exemption for'homeovmers"was extended to include Owner-occupied 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 aparcel of land on which he/she resides or intends to reside, on which there is, or i intended to be, a one or two family dwelling,attached or detached structures accessory to such use and/or farm strictures-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 OfEcial,on a font acceptable to the Building O`2aet.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 Chanter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for iniutes not resulting in Death)of me Massachusetts General Laws Annotated,you may be Gable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"tie fes and assumes responsibility for compliance with the State Building Code,City of Nohampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Arotated- Homeowner Signature The Comm cnwealth Mlass4c2thsevs Deparbme ZGf InE175frial`;c ase=xs:2 5717122 ®dLvvealigathill1L9 E4,4-3=3,13'v ,13' d5C Was ithesztai78 5 ie. Roston, IvM347 "T' wYwY.t,ros.gy1idia Workers' Carm,reusahror annarance h 7davtt. ai.r,'_ers/Ccnr r artkc nrieoersw4a4spplussh,ers Arm-kilo:ant IOrEUft © dlense From ?.ewi'd0r Name(SusieessiOrganzatt orrindi vi do RR Address: City/State-''rip: Phone#: 1 Are you an employer? Check the appropriate hex: Type ofproject(required): '� 4. n I am a e t al contractor and l I.i—, I art a (full with gen - employees {full andior part-time).* have hired thesub-contractors 6'. New construction 2;I am a tole proprietor or panne;- listed on the attached sheet, 7. —1 Remodeling ship and have no employees These sub-contractors have 8. rl Demolition workingforme in anycapacity, employees and have workers' t f`/- ; J. n Building addition [Ivo workers' comp, insurance comp.insu; tie. reeulred.1 5. 7 We are a eorpontion and its 10. jElec iealrepays or additions 3._ I am ahomeowner doing all work officers have exercised their 11.1fl Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.0 Roofrepairs insurance required.] r c. !52, §1(4), and we have no _ employees. [No workers' 13. Other camp, insurance required,' I ( _ *Ary applicant that cheers box mi must also t71 out the section below showing their workers'conversation policy information. meo+nes who submit this afi5dart indicating they are doing all work and then hire outside contactors must ssubmit a new etNavit indicating such. ..Contractors. that Check this box roust attached an additional sheet showing the name of the subcontractors and state whether or not those envies have employees If the sub-ocnttam=hav=_employees,they mustp.avde their workers'comp.policy nu-ihen I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: - Policy f or Self-ins. Lis. S: 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 fine up to 31,500.00 and/or one-year intlprisorunent,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day againvst the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for instrance coverage verification, .I do hereby •under the pains nd penalties ofperjury that She information provided slave is true and correct. S aramre: certii///l r 'Y-u/aJ Date: 51/4// Rhone#: / S. `ror5— 1 Official use only. Do not write in thiS area, to be completed by city or town official I Citi or Town: Permit/License Issuing Authority(circle one): 1. Board oi'realth 2.Building Department 3. City,Iowa Clerk 4. Electrical inspector 5. Plnmhbag inspector 6. Other I� Contact Person: Phone€: City of aq. -s;d a"bud• oza �- tiFt o E riDotrfttrf' za' z Nain Serset EssnIcipalding saw Es:Et:hens Pon, M.P. C1050 INSPECTOR Louis Hasbrouck Chuck Mier 3ullding Commissioner Assistant Commissioner HONE OWNER EXTIVIPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her construction supervisor. The state defines "Homeowner" as, " Person(s) who owns a parcel on which he/she resides or intends 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 home owner." The building department for the City of Northampton wants any person(s) who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become respor ssibie for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which inciude foundation/footings (before backfill). sonotube bolas (before pour). a rough building, inspection (before work is concealed), insulation inspection (if recuired) and a final building inspection. The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancy until the work can be inspected. If the homeowner hires other trades to perform work !electrical, plumbing, & gas) the homeowner will be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit issued, and that they get their required inspections. Failure of the individual trades to secure the permits and inspections as required can DELAY the project until such time as the proper permits and inspections are made understand the above. (Home owner/resident's signature requesting exemption) - I will call to schedule all required building inspections necessary for the building permit issued to me. Date Address of work location City of Northampton Main Street, i'orthampton, DIA 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: e Lr rt POO The debris will be transported by: U 5a b{javf- The debris will be received by: c.,,S14 %3/4svy. , i Budding permit number: Name of Permit Applicant Nu-&44+y /10.07e5 c C _,., Iff4 e Ag/ � .1 -5'y Date Signature of Permit Apolicant 31 35- Z5 W a. ----- 7 1 (00.00 _ 60 - 27: c- 006 i /�-- 1 8,074 5t 1 �! 1 • w' LD 2 N u,. no 1 — `. r-- s -1 CO r=-, 1r D � h NI HIIr f— I � 2 1 2' I. , b sot i ?Roe 0 15 m HOUSE 1S� U r 17.5' 12.8 ram P to N PR,p 20' DRIVE ___ i (oo.00 L___- aF N _ 31 -45 - 25Ee �FF � � �� t' MICHAELDSirpi . , i_ __ _ \ No.48742 4 D'i' AVENJi1E w" 1 OWNER: NU- WiAct 40ME5 SOC PLAN OF LAND AT: LOT 23C- OD/c LAMDY AVENUE I ADDRESS: NORTHAMPTONMA DATE: 4-28-11 SEALE : 1"r Z o' ! NAM;151112ECOUNTY BOOK OF PLANS: 233 g PAGE No.: 4?-.1 LOT NO.: 23C-ooa PLAN NO. i DEED BOOK: 12.482 SMITH ASSOCIATES g PAGE NO.: 3o(o SURVEYORS, INC. City of Northampton 7y u Massachusetts ,sus � P DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municiar , pal BuildingCao oIt �.� �1Northampton, MA 01060 ss � Fee Calculator for Residential Properties Location : 3 ( L An' nue Square Footage Amount Basement @ .20 75 S /S 1STFloor @ .50 75S 37'75) 2nd Floor @ .50 9G2 v 8-/ - - Floors, Finish Attic, Garage @ .20 b _ SO Deck / Porches @ .20 / 72 3 F. 476 Total : O 9 'J tO E~j„J CENTER FOR C) EcoTechnology° we make green make sense. ENERGY EFFICIENCY PLAN Project Address: 36 Landy Ave, Florence MA Conditioned Floor Area 2,416$'(including heated basement) Volume 19,915 fts Building Type Single family detached Bedrooms 3 Assumptions for Preliminary Home Energy Rating CET has completed a Preliminary Home Energy Rating based on the construction plans you have provided. Any energy features not listed below are assumed to meet the prescriptive requirements of the tECC 2015. ,Building Envelope Specifications Used in Analysis, ; Foundation Walls R-15 interior foam board, sealed Basement Slab uninsulated Floor over Garage , R-30 fiberglass batts, held in contact with subfloor Rim &Band Joists R-21 fiberglass batts Exterior Walls, including to Garage R-21 fiberglass batts, all cavities fully enclosed by air barrier on top& both sides Windows U-value= 0.29, SHGC= 0.28 Glass Doors U-value= 0.29, SHGC = 0.27 Exterior Doors R-5/U-0.20 Flat Callings 1&"loose-blown cellulose(R-67), sealed eave wind baffles Full insulation contact with sheetrock ceiling Attic Hatches _ 4"XPS foam board (R-20), fully gasketed, framed edge dam to height of surrounding insulation Blower Door Test 3.0 ACI150 or better Thermal Enclosure Checklist, sections 2&4 Meet all Checklist Requirements as verified by a HERS rater at pre- drywall and final inspection Plumbing&Mechanical&Stems Spacifcahons Used to Analysis Heating Equipment 95%AFUE natural gas or .ro.ane furnace Cooling Equipment(if present at final 13 SEER air conditioning, TXV or EXV valve included, properly sized ins.ection and documented on Coolin. Sizin. Verification form Water Heating Equipment 0.97 EF on-demand natural gas or propane water heater Domestic Hot Water Pipes 20 feet horizontal distance from water heater to farthest fixture <24 CFM25 leakage to outdoors (1 CFM per 100 sq ft of floor area); Duct Leakage all ductwork thoroughly sealed, particularly boots and chases sealed to 2n1 floor ceiling. Duct Location &Insulation 50% Unconditioned Attic R-8, 50% Conditioned Basement R-0 High Efficiency Heat Recovery Ventilator with ECM motors, 75% Whole House Ventilation Sensible Recovery Efficiency and 25 watts at 64 CFM continuous ventilation; exhaust ductwork from house completely separate from heatin• s stem ductwork ENERGY EFFICIENCY PLAN Lighting &Appliances Specifications Used in Analysis Lighting 100% LED, CFL, or pin-based fluorescent ` Refrigerator ENERGY STAR certified Dishwasher ENERGY STAR certified Preliminary Home Energy Rating Results Based on the assumptions described above, we have calculated the following Preliminary Home Energy Rating results. Preliminary HERS Index: 54 Estimated Mass Save Rebate: $1,100* Note that Confirmed Home Energy Rating results may vary from the Preliminary Home Energy Rating results due to changes in building plans, energy features installed in the home, RESNET standards, software changes, and other factors. *=Mass Save Residential New Construction requirements and incentive amounts can change at any time without notice at the discretion of program sponsors. We anticipate, but do not guarantee, that current program requirements and incentive amounts will apply to this project as long as it is completed and inspected by June 30, 2018. Preliminary Rater John Saveson Dare:5/4/2017 Job#: Page 2 of 2-The Center for EcoTechnology-Tel(413)586-7350 ext.242-Fax(413)586-7351 -greenhome(tcelonline.orq Residential Building Permit Intake Checklist Every Line Item must be completed. Place a check if the item is includedProperty Address: I i Indicate NA if the item doesn't apply I Map: .A.ie DPW=Department of Public Works Block: O6‘ BOH=Board of Health Lot: MECH=To Be Provided by Mechanical Contractor L Permit Application Complete and signed i Workmen's Compensation Affidavit Complete and signed Construction Debris Affidavit Complete and signed t.."7- Proof of Sanitary Connection or Approved Septic DPW or BOH L' Proof of Approved Water Source DPW or BOH ir" Driveway Permi taked&Approved .' DPW- Rich Parasiliti 587-4317 I 4-'- Trees Inspection—Ric Parasiliti DPW-Significant trees Zoning 350.12.4 ✓- Tree Protection in Place&Approved DPW-Rich Parasiliti 587-4317 L'- House Number& Map/Lot Assignment DPW t- Residential Fee Calculator Complete and totaled _ Qi Homeowner's Exemption Acknowledgement Signed and dated ' Sprinkler Narrative Electronic copy—date to FD in Sprinkler Plans Electronic copy—date to FD q} Fire Department Approval of Sprinkler Date Received from FD i 'py or Order Of Conditions Conservation ail Pre-Construction Site Inspection Sarah LaValley 587-1263 Conservation IMI Copy of Special Permit Requirements Planning Dept. '. Pre-Constructions Completed Planning Dept. j L"' Plot Plan or Survey Dim to boundaries driveway,walkway&septic L' HERS certificate Initial HERS Plan i,,, One Set of Building Plans To Scale Label Rooms j Foundation Dimensioned including footing 4- 1 1°` Floor Dimensioned with smoke and COs ✓ 2"d Floor Dimensioned with smoke and COs/.- 3rd Floor Dimensioned with smoke and COs V Porch Dimensioned with piers and connections V Decks Dimensioned with piers and connections Ls-- Sections Identify Framing and air sealing _ 1....-- Elevations Floor heights and mean roof height _ V"-a' Electronic Plans if over 11"x 17"sized paper Email,CD,or thumb drive L^ Structural Floor Plans Manufacturer's or clearly shown in section L. Structural Roof Plans Manufacturer's or clearly shown in section HA Truss Layouts Manufacture's layouts /V4 Truss Calc Sheets Manufacture's specifications ✓ Beam Layouts Manufacturer's or clearly shown in section _ 1..-- Calc Sheets for engineered beams Labeled to match plans locations meth Manual"J" Calculations ' By Certified Software " Duct System Line Drawings Clearly Drawn with CFM for supply and returns " Mechanical Equipment Specifications Spec sheets HVAC, HWH, HRV, ERV, Exhaust fans Rev 5-11-2017 (aili3 of Norll[ttmptun �i5-4 Y ha "‘S ? •o-_ Jai IaSSathUSP B i� 4c. S to f� c DEPARTMENT OF BUILDING INSPECTIONS `�" ;•005:'.-+' 212 Main Street . Municipal Building Northampton, MA 01060 U dPI'.(TOR NU-Way Homes Inc. May 11, 2017 38 White Avenue East Longmeadow, MA 01028 Subject Location: 36 Landy Avenue Map Block: M-L Mr. Handzel, Your building permit application with plans dated 5-15-17 has been approved as drawn and per this memo. All work must meet applicable codes whether or not included within this memo. Please follow up on the following items: These items will need to be accomplished as the project moves forward and before rough inspections; 1. The garage front wall requires a portal frame with hold downs, embedded anchors or engineering. 2. The bathroom window should be tempered. 3. All energy aspects must match the projected HERS energy plan at a minimum, inspections required. 4. Smoke, Heat and CO detectors throughout the structure to current building codes. 5. An emergency escape window is required within every bedroom, basement and walk-in attic. 6. An air barrier is required between the tub and the wall cavity before the tub goes in. 7. If permeable insulation is used air sealing and an air sealing inspection is required at the exterior and interior skins.Typically the sheathing and drywall. Note:The 2015 IECC with MA amendments and the 2015 Stretch Code began July of 2016.The 9th Edition Building Code is awaiting final approvals and anticipated with a six month concurrency. As of August 4`h 2011 the 8`h Edition MA code is the 2009 IRC with MA amendments. In the following are some generic requirements which seem to be problematic. This is not intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes. Read only international codes are available on line at http://publicecodes.cvberregs.com/icod/one must also consider the MA amendments to these codes which can be found at www.mass.Rov/dps/bbrs . The current relevant building codes are: 2009 IBC,2009 IEBC, 2009 IMC, 2009 IRC, 2009 or 2015 IECC,AA115, MA amendments. 1. Structures shall conform to 780 CMR 8`h Edition 1 and 2 family building codes with MA amendments. 2. Grading plan for structures being constructed required. 780 CMR R401.3 for drainage requirements. 3. A basement drainage system is required in all basements 780 CMR R405.2.3.except those in group I soils(table R405.1) 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1. or if high water table or severe soils waterproofing 780 CMR R406.2. 5. Through wall form ties must be removed from both faces and patched with hydraulic cement. 780 CMR R406.2 of amendments. 6. Foundation anchor bolts must be%"and be embedded a minimum of 7"into the concrete. 10" bolts! 780 CMR R403.1.6 7. CMU foundations require 3/8" parging before damp proofing.780 CMR R406.1 see exceptions. 8. Emergency escape is required out of every basement whether habitable or not, each bedroom and walk- in attics. 780 CMR 8310.1 9. Crawl spaces can be treated in three different ways,vented (poor idea), exhausted (similar to exhaust only systems), or treating the space with supply and return. See 780 CMR R408 10.Ceiling joist are intended to prevent spread,once raised above the wall plate they become rafters ties and may require up sizing of rafters and increased nailing for example with a 4" slope 8-16nd common are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is required with a load path to the foundation. 11. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1/s"780 CMR R802.3.1 12. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 13. A complete window and header schedule is required.780 CMR Table R502.5 for header sizing and number of jack studs required. 14. Wood walls shall be capped with double plates to provide overlapping at corners and intersecting walls with bearing partitions,joints staggered 2' minimum. 780 CMR R602.3.2 a. Exception:A single plate may be used or plates may be excluded over lintels provided the plates/lintels are adequately connected by a 3"x 6" plate .036 galvanized steel nailed to each segment with 6-8d nails 15. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I-joist and or Floor Truss c. Roof truss 16. All I-Joist need to be protected from fire with /1 drywall or 5/8 wood structural panel. (R501.3) 17. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall method being used. 780 CMR 602.10. a. Garage corners and large corner window/door layout may require special solutions. b. All corners must be appropriately attached to the foundation. c. When using PFH (R602.10.3.3)or PFG (R602.10.3.4)the nailing requirement is 4" and 3" respectively using 8d common nails or galvanized box nails. PNEUMATIC nails must be full headed with the temper and shank sizing meeting the strict code requirement. 18. When nailing sheathing make sure your pneumatic nailers' pressure is properly set. Nails set too deep perforate the sheathing weakening it and contribute to building damage in high wind events. 19. Ceiling heights minimum 7'for habitable spaces, 6'8"for bathrooms includes tub/shower area if a shower head is used, 6'S"for basements, 6'4"at beams/ducts. 780 CMR R305.1. MA amended 20. Hazardous glazing locations,within 24"of a door,or within 60" of a stair,or across from hot tubs, spas, bathtubs within 60" if not 60" above the walking surface, and other locations.780 CMR R308.4 21. Windows over 72"above grade with the opening less than 24 above the finished floor shall meet the 4" sphere rule. Order restrictors. 780 CMR R612.2 22. Egress and emergency escape requirements shall be strictly met. a. Basements, habitable attics, and all sleeping rooms require emergency escape. 780 CMR R310 b. Windows within 44"of floor, DH 3.3 sqft min window size, Casement 20"x41" exception 5 sqft at i"floor. Minimum clear opening 20"x24"or 24"x20".780 CMR R310.1.1 c. Two doors remote as possible at the normal level of travel,opening measured from the face of the slab to the stop with door at 90 degrees, one 32" and one 28" minimum 78" high. 780 CMR R311.2 d. Landing at each door 36" out and the width of the door minimum 36", maximum step 7 W from the top of the threshold and only in-swinging doors. 780 CMR R311.3 23. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9", maximum riser 8'/a", maximum overall variance for the run is 3/8",4" sphere rule on risers except where the total rise is 30" or less 780 CMR R311.7.4.3 Exception,4 3/8"on balustrade, 6"in the triangle. Graspable rail 1 Y4"minimum and 2" maximum rail, height minimum 34" maximum 38", required for4 or more risers. Landing to landing constitutes a new run. Minimum 6'8"ceiling height from nosing. Rails must be continuous and returned to the wall if not to newel post. 780 CMR R311.7. 24. Guards 36" minimum height above walking surface,a bench is a walking surface, required for more than 30"above floor or grade within 36", 4"sphere rule.780 CMR R312.1. 25. Floor joist systems that are not equal to 1%" nominal dimension must be covered with''/:"drywall or 5/8"wood structural panel or equivalent with some exceptions. 780 CMR R501.3 26. Educate the plumber and electrician about maximum notch and hole sizes, and placement. 780 CMR R502.8 and R602.6. In bearing studs holes not larger than 40%of a stud no closer than 5/8 to the edge, In interior non-bearing studs holes not larger than 60%of a stud no closer than 5/8 to the edge, or holes in joist are a maximum 1/3 the depth not closer than 2"from the top or bottom or to any other hole. Notches are different. 27. Drilling or notching of more than 50%of the wall plate width of an exterior wall or load bearing partition requires a 16 GA 1 K" strap across the area and 6" beyond each side with 8-lOnd nails. 780 CMR R602.6.1 28. Where dryer ducts penetrate the wall they must be sealed with fire caulk. 780 CMR M504.2 29. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen, and require 3'clearance from windows. 780 CMR M504.4 30. Dryer duct transition is limited to 8' of aluminum flex, must be exposed,and the proper UL listing. 780 CMR M504.6.3 31. Dryer duct maximum equivalent length is 35' less 5' per 90°elbow or per manufacturer's specs. 780 CMR M502.6.4, no screwed connections use foil tape appropriate for the use. 32. Dryer ducts when concealed must have a permanent label or tag within 6' of the duct connection 780 CMR M502.6.5 33. Makeup air is required for dryers exhausting more than 200 CFM. 780 CMR M504.5 34. Makeup air is required for any exhaust hood over 400 CFM. 780 CMR M505.2 35. Fireplaces require all combustion air be provided from the exterior and below the firebox,duct work maintaining 1"clearance for 5'from the duct outlet for all fireplaces and airtight doors. 2009 IECC 402.4.3 36. Fire and draft stopping shall be completed before rough inspection.Typical locations,top(ceiling)and bottom (floor) plates,soffits, and every 10'within enclosed cavities. 780 CMR R302. 37. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 38. Dwelling/Garage fire separation.An attached garage(within 3'of main structure) is required to have''/:" drywall on the garage side of the separation wall and if there is a finished space above the garage all walls must have Y"drywall and the ceiling 5/8" drywall.780 CMR R302.6 39. Energy aspects shall comply with the stretch energy code. 780 CMR Appendix 115AA or 2009 IECC. a. An initial HERS evaluation is required including insulation levels anticipated. b. A final HERS evaluation confirming code requirements have been met including duct testing. c. A signed copy of the Thermal Bypass Checklist. d. Energy information including mechanical equipment posted on the electric panel. e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Windows and the Thermal Bypass Checklist. Duct blast testing when practicable. f. All band joist insulation must be enclosed within an air tight cavity,which you must create. 40. Vapor retarders.Although these are still in the code have exceptions, one must understand that there is a difference between a vapor retarder or barrier and an air barrier.An air barrier is intended to stop air flow(convection)a vapor retarder or barrier is intended to stop molecular moisture transfer(diffusion). A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has to be absolute and complete. If air can leak through an electrical device or through a crack it follows the path of least resistance and carries 99%of the moisture in a structure.This is evident every time one exposes fiberglass insulation and finds black insulation,which has filtered dirt out of the air moving through the insulation.780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 41. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 42. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:ThruLoks are engineered for post attachment supporting a railing. Lateral attachment is required for each deck per section 502.2.2.3. 43. Smoke and CO detectors as required.780 CMR R314 and R315. a. Smokes in each bedroom,within 10'of a bedroom door,and at the bottom of a stair leading to a finished floor above. b. CO within 10' of bedroom doors,at each level,for every 1500 sqft, (plumbing code in the mechanical room) Except if there are no fossil burning fuels or attached garage. c. Heat detector in attached garage,and other large unfinished unconditioned spaces. 44. Closets beneath stair which have doors must be drywalled with Y".780 CMR R302.7 45. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of ceiling joist to bottom of rafters an attic access of minimum RO of 22"x 30" is required to be located in an accessible place. It must be insulated equal to surrounding,gasketed, and secured in place. 46. Clearances above gas stoves and cook tops burners is 24"to non-combustible or 30"to combustibles. Relevant items must be submitted to the building department for approvals before inspections and or Certificates of Occupancy can be issued. Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday through Friday,8:30 am to 4:30 pm, except we close for walk-ins at 12:00 noon on Wednesdays. My email address is: cmiller(Onorthamptonma.gov Thank you for your cooperation on th matters. 410 huck City of Northampton Assistant Commissioner and Zoning Enforcement Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-013693 Construction Supervisor JOHN M HANO7FI 30 WHITE AVE l.J�. EIONOMEADOW//MA,, 01028 "c'� t .— Expiration: Commissioner 0T12W2017 MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St. Northampton,MA 01060 413-587-1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: 36 LANDY AVE.,FLORENCE Inquiry Made By: JOHN M. HANDZEL/NU-WAY HOMES,INC. 413-563-0085 (Name) (Telephone Number) Date of Inquiry: 4/14/2017 Fire Line Irrigation Domestic X Number of Units: Type of Units: Type of Ownership: Single Family X Private X_ Apartments Condo Muli-Family Rental '— Commercial_ (Applicant to fill out the above) Municipal Water Main in Front of Location: Yes X No Existing service to site? Yes No X Size of Water Main: 8" Material: AC Age: 1940 Approximate Static Street Pressure: 110 PSI Flow Test Conducted: Yes No X (If flow test conducted attach resifts) Size of Service Connection: 1"COPPER Suggested Meter Size: 5/8" Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320' - A corresponding water enterance fee shall be paid prior to making any connection to the municipal water system. -Arrangement of such installation shall be made with the Northampton Water Department within a minimum of 5 working days notification. -All work shall conform to Northampton Water Department specifications. ANDREW DUNN 4/18/2017 • (Water Superintendent) (Date) Water Entry$ 200 Meter$ 130 Radio Read$ 135 cc: City of Northampton Building Dept./Commissioner NOTE: If this availablitiy is for a new construction,it must be hand delivered to the Building Inspector MUNICIPAL SEWER AVAILABILITY APPLICATION Northampton Streets Department 125 Locust Street Northampton, MA 01060 413-587-1570 A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prior to any construction or connection activity associated with this application. Location: 36 LANDY AVE, FLORENCE Date of Inquiry: 04/14/17 Inquirer with contact info: JOHN M. HANDZEL 413-563-0085 _ Reason for Request: NEW HOME CONSTRUCTION Municipal Sewer Main in Front of Location: Yes x No Size of Sewer Main: 8" Material: VC Age: 1908 Depth of Sewer Main: 6' _ Length of Sewer Main: 320' Size of Service Connection: 6" _ Type of Service Connection: T/Y CUT INTO MAIN Tie-in to Sanitary Main: X Tie-in to Sanitary Stub:--- Tie-in __Tie-in to Private Sanitary: Tie-in to Existing Sanitary Service: Comments: NO SEWER STUBS AT THIS LOCATION City Requires 6" cleanout installed at City Property Line Note:If this availability is for new construction,this form must be hand delivered to Building Inspector. A corresponding"sewer enterance fee' shall be paid prior to making any connection to the municipal sewer system.Arrangements of such intstallation shall be made with the Northampton Streets Department with a minimum of 5 working days notificaiton. All work shall conform to Northampton Streets Department specifications. BRENDAN SHEA Date: __ 4/17/2017 Sewer Dept Foreman Sewer Entry$ 200 J S JMh'a • r . -- - • Linin .1 Permit No. 1)15.17 CITY OF NORTHAMPTON, MA DRIVEWAY PERMIT Date:, 04/15/17 Check #: 8770 FEE,: 8250.00 Proposed driveway must be staked and address and/or lot number posted Public Shade Trees are protected by MGL Chapter 87. Do not cut, trim or remove any bees on City property. The undersigned respectfully petitions yo onora le body for: ate K 0;— arf-7 Permission to install a driveway at: sf(ZLANDY AVE., FLORENCE, MA Fifteen(15) foot maximum width from street line to property line. Gutter drainage not to be disturbed. AU drainage shall be directed off the driveway surface to adjacent land and not on tt existing roadway. The fust one hundred(100) feet of the driveway surface shall be paved as soon as possible if the grade of the proposed driveway exceeds 3% at any point in the first on.: hundred(100) feet. Homeowners will be held responsible for any costs to the City of Northampton in the event of a washout of this driveway. City is not responsible for culverts installed under driveways in City layout. Code of Ordinances §350-8.8 providing standard:: fur private, individual driveways as most recently amended, must be followed. By: JOHN M. IIANDZEL,NU-WAY HOMES, II INC Telephone: 413.563-7085 Proposed Location Inspection By: / • 4 V P 6 -6e y Gravel Base Grade Inspected By: Final Approval: Director of Public Works Cc: Building Inspector (SUBJECT TO ATTACHED CONDITIONS 1 & 2) Permit No. D15-17 Conditions: Driveway Permit In lieu of plan approved by the City Engineer I agree to the following added conditions: 1. I will contact the Department of Public Works and have an inspector check and approve the graded gravel base prior to paving to insure compliance with slope and location; 2. I further agree that if in the inspections, any of the permit conditions are not met that I will at no expense to the City remove and replace the driveway as directed by the.City Engineer. ) By: t ' li. �'Ir:i A-1111 I Name: i1 'U-WAY HOMES,INC. Address: 38 WHITE AVE. EAST LONGMEADOW, MA 01028 Note: The Public Works Department recommends that you provide a plan showing the proposed driveway with grades and location in the future to avoid possible expense which you will incur by not getting approval of actual plans in advance. For Commercial and Industrial applicants,a plan showing the proposed driveway with grades, location and Planning Board permits are required. Cc. Building Inspector ACORO® CERTIFICATE OF LIABILITY INSURANCE DATEsearOO"YY" `.---- 4/7/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Sara scrivner, CIC NAME: Crimmins/Graveline Insurance Agency, Inc. As .Fwl. (413)283-8378 lay No).(4131283-2556 1382 Main St. E-MAIL SSCL1vIle2@C ADDRESS: OMS.COm P 0 Box 905 INSURERIS)AFFORDING COVERAGE 1 NAIL% _ Palmer MA 01069 INSURER A Scottsdale IX38007 INBURED INSURER O: Nu-Way Homes Inc, INSURER C_ _ 38 White Avenue INSURER D: _ INSURER E: East Longmeadow MA 01028 INSURERF: COVERAGES CERTIFICATE NUMBER2016 GL REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. (NSR -- ADDLSUBRI -- POLICY EFF POLICY EXP - - Lin TYPE OF INSURANCE !NW WVQI POLICY NUMBER IMMDDIYYYYI IMMIDDIYYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 5 1,000,000 A I I CLAIMS-MADE I X OCCUR DAMAGETOr RENTED 50,000 NREM SES E rrence) $ CPS24424 16/27/2016 6/27/2017 MED EXP(A y person) E 5,000 _ PERSONALBAOVINJURV E 1,000,000 GEN1 AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 1.X.!POLICV a jEd IL_LOC PRODUCTS-COMP/OP AGO S 1,000,000 OTHER. i( IS AUTOMOBILE LIABILITY ICSINGLE LIMIT 5 O 'ED BIN U ANY AUTO BODILY INJURY(Per Person) S ALL OWNED SCHEDULED 1 BODILYINJURY Rr _AUTOS i AUTOS (Per accident) S NON-OWNEDUTOS I -PROPERTY DAMAGE HIRED AUTOS AUTOS (Per S r- S -.. UMBRELLA LIAO I OCCUR EACH OCCURRENCE S EXCESSLIAB - ( iCLAIMSNPDEi AGGREGATE $ I DED I I RETENTIONS $ WORKERS COMPENSATION PER 1 OTµ AND EMPLOYERS'LIABILITY T.IN _ STATUTE ER ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ OFFICERRAEMBER EXCLUDED, (Mandatory In NH) -— E L.DISEASE-EA EMPLOYEE $._.. If yei describe under -- - -- DESCRIPTION OF OPERATIONS below i E L.DISEASE•POLICY UMIT $ • DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 401,Additional Remea Schedule,may be attached more Space is required) I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE R Graveline CIC/An5 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INSO25ommn • tLMassachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands wma WPA Form 2 — Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 • A. General Information Important: When filling out From: forms on the Northampton computer,use Conservation Commission only the tab key to move To: Applicant Property Owner Of different from applicant): your cursor- do not use the Erich L.Janes Patricia Abbott return key. Name Name 58 Lilly Street 58 Lilly Street m Mailing Address Mailing Address Florence MA 01062 Florence MA 01062 Ciry/rown State Zip Code City/Town State Zip Code 1. Title and Date (or Revised Date if applicable) of Final Plans and Other Documents: RDA Site Plan, Lot 23C-006 7/21/16 Title Date • Title Date Title Date 2. Date Request Filed: B. Determination Pursuant to the authority of M.G.L. c. 131, §40, the Conservation Commission considered your Request for Determination of Applicability,with its supporting documentation, and made the following Determination. Project Description (if applicable): Construction of a single family home within the buffer zone Project Location: Landy Avenur Northampton Street Address City/Town 23C 006 Assessors Map/Plat Number Parml/Lot Number wratom2mo•Delermmuw Or rµplobmry•rev.10/810.4 ) page 1 ma Massachusetts Department of Environmental Protection ‘is/ Bureau of Resource Protection -Wetlands WPA Form 2 — Determination of Applicability l Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 • B. Determination (cont.) The following Determination(s)is/are applicable to the proposed site and/or project relative to the Wetlands Protection Act and regulations: Positive Determination Note: No work within the jurisdiction of the Wetlands Protection Act may proceed until a final Order of Conditions(issued following submittal of a Notice of Intent or Abbreviated Notice of Intent)or Order of Resource Area Delineation(issued following submittal of Simplified Review ANRAD)has been received from the issuing authority(i.e.,Conservation Commission or the Department of Environmental Protection). ❑ 1. The area described on the referenced plan(s)is an area subject to protection under the Act. Removing,filling,dredging,or altering of the area requires the filing of a Notice of Intent. ❑ 2a.The boundary delineations of the following resource areas described on the referenced plan(s)are confirmed as accurate.Therefore,the resource area boundaries confirmed in this Determination are binding as to all decisions rendered pursuant to the Wetlands Protection Act and its regulations regarding • such boundaries for as long as this Determination is valid. • • O 2b. The boundaries of resource areas listed below are not confirmed by this Determination, regardless of whether such boundaries are contained on the plans attached to this Determination or to the Request for Determination. ❑ 3. The work described on referenced plan(s)and document(s)is within an area subject to protection under the Act and will remove, fill, dredge, or alter that area Therefore, said work requires the filing of a Notice of Intent. ❑ 4.The work described on referenced plan(s)and document(s) is within the Buffer Zone and will alter an Area subject to protection under the Act.Therefore, said work requires the filing of a Notice of Intent or ANRAD Simplified Review(if work is limited to the Buffer Zone). ❑ 5.The area and/or work described on referenced plan(s)and document(s) is subject to review and approval by: Name of Municipality Pursuant to the following municipal wetland ordinance or bylaw: Name Ordinance or Bylaw Citation • •vatwm2.doc.oelamLN4w,of P.Oicabitity••v/.1o5Yc Pepe 2 els 1,73 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 2 - Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Determination (cont.) ❑ 6.The following area and/or work, if any, is subject to a municipal ordinance or bylaw but not subject to the Massachusetts Wetlands Protection Act: ❑ 7. If a Notice of Intent is filed for the work in the Riverfront Area described on referenced plan(s) and document(s),which includes all or part of the work described in the Request, the applicant must consider the following alternatives. (Refer to the wetland regulations at 10.513(4)c.for more information about the scope of alternatives requirements): ❑ Alternatives limited to the lot on which the project is located. ❑ Alternatives limited to the lot on which the project is located, the subdivided lots, and any adjacent lots formerly or presently owned by the same owner. ❑ Alternatives limited to the original parcel on which the project is located, the subdivided parcels, any adjacent parcels, and any other land which can reasonably be obtained within the municipality. ❑ Alternatives extend to any sites which can reasonably be obtained within the appropriate region of the state. • Negative Determination Note: No further action under the Wetlands Protection Act is required by the applicant. However, if the Department is requested to issue a Superseding Determination of Applicability, work may not proceed on this project unless the Department fails to act on such request within 35 days of the date the request is post-marked for certified mail or hand delivered to the Department. Work may then proceed at the owner's risk only upon notice to the Department and to the Conservation Commission. Requirements for requests for Superseding Determinations are listed at the end of this document. ❑ 1. The area described in the Request is not an area subject to protection under the Act or the Buffer Zone. ❑ 2. The work described in the Request is within an area subject to protection under the Act, but will not remove, fill, dredge, or after that area. Therefore, said work does not require the filing of a Notice of Intent. ❑ 3.The work described in the Request is within the Buffer Zone, as defined in the regulations, but will not alter an Area subject to protection under the Act.Therefore, said work does not require '.. the filing of a Notice of Intent, subject to the following conditions(if any). Please see Attachment A • ❑ 4. The work described in the Request is not within an Area subject to protection under the Act (including the Buffer Zone). Therefore,said work does not require the filing of a Notice of Intent, unless and until said work alters an Area subject to protection under the Act. .,pacm2.dc •C<lem'inakmw ry:pcaorry•M.rcrsm4 Page'3 rt5 Massachusetts Department of Environmental Protection -- Bureau ofForm Resource2 Protection -Wetlands WPA — Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Determination (cont.) ❑ 5. The area described in the Request is subject to protection under the Act. Since the work described therein meets the requirements for the following exemption, as specified in the Act and the regulations, no Notice of Intent is required: Exempt Actively(site applicable statuatory/regulatory provisions) ❑ 6. The area and/or work described in the Request is not subject to review and approval by: Name of Municipality Pursuant to a municipal wetlands ordinance or bylaw. Name Ordinance or Bylaw Citation C. Authorization This Determination is issued to the applicant and delivered as follows: Xby hand delivery on //l/�bpty�(rccertified mail, return receipt requested on Date na!( )" li). &vLE This Determination is valid for three years from the date of issuance(except Determinations for Vegetation Management Plans which are valid for the duration of the Plan).This Determination does not relieve the applicant from complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. This Determination must be signed by a majority of the Conservation Commission. A copy must be sent to the appropriate DEP Regional Office(see httpa(www.mass.oov/dep/abouthegion.findyour.htm)and the property owner(if different from the applicant). Signature hvt.) '�(~-, oi /A r 411k!/. \/g. ate i c9 , Ap(6 wyamrm2.doc•uelarminatic or Mpitaralllr.My.1"104 Paae4 ms Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 2 - Determination ofL Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Appeals The applicant, owner, any person aggrieved by this Determination,any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate Department of Environmental Protection Regional Office (see http://www.mass.gov/dep/aboutfregion findyour htm)to issue a Superseding Determination of Applicability. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and Fee Transmittal Form(see Request for Departmental Action Fee Transmittal Form)as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Determination. A copy of the request shall at the same time be sent by • certified mail or hand delivery to the Conservation Commission and to the applicant if he/she is not the appellant. The request shall state clearly and concisely the objections to the Determination which is being appealed. To the extent that the Determination is based on a municipal ordinance or bylaw and not on the Massachusetts Wetlands Protection Act or regulations,the Department of Environmental Protection has no appellate jurisdiction. wpemrm2s c.oerermnm,or or Apgiozoahy•rev.10/0)04 page "ATTACHMENT A" I. Prior to the initiation of any work,the applicant/owner shall submit a letter of understanding to the Commission stating that he/she has received, read,understands and shall comply with these conditions. The applicant, and, his or her contractor, foreman and/or construction manager shall sign the letter of understanding. 2. Prior to the initiation of any work,the applicant shall submit to the Commission a sequencing plan for construction, and erosion and sedimentation control installation. 3. Prior to the start of any site work,excavation or construction, a pre-construction conference shall be held on the site,between the contractor conducting the work,the site/project engineer,the applicant,and a member or agent of the Conservation Commission,in order to ensure that the requirements of this Determination are understood by all parties. Prior to the pre-construction meeting, all erosion control devices must be installed. 4. All required permits must be obtained from applicable federal, state and local agencies and departments prior to the start of any project. 5. A copy of these conditions and associated plans shall remain on site during all construction and/or building activities. The project manager and all equipment operators shall be familiar with the approved plans, and shall be informed of their location on the site. This location shall be accessible to all contractors whenever work is occurring on site. 6. All revised plans shall be approved by the Conservation Commission and incorporated into the permit by reference and shall be followed during the course of construction. 7. The areas of construction shall remain in a stable condition at the close of each construction day. Erosion control measures shall be inspected at this time, and maintained or reinforced as necessary. All such devices shall be inspected, cleaned or replaced during construction and shall remain in place until such time as stabilization of all areas that may impact resource areas is permanent. These devices shall also be inspected to assure that the maximum control has been provided. Any entrapped silt shall be removed to an area outside the buffer zone and resource areas, and maintained or reinforced as necessary. Erosion controls shall be inspected after every rainfall to assure that maximum control has been provided. 8. An adequate stockpile of erosion control materials shall be on site at all times for emergency or routine replacement and shall include materials to repair or replace silt fences, straw bales,erosion control blankets,riprap, filter berms or other devices planned for use during construction. 9, Soils exposed for periods greater than two months shall be stabilized with erosion control blankets and netting, a covering of straw mulch, or a temporary cover of rye or other grass to prevent erosion and sedimentation. Drainage ditches shall be stabilized and seeded with a native perennial grass mixture. Any stabilization materials such as jute netting shall be firmly anchored to prevent them from being washed from slopes by rain or flooding. Preference should be given to biodegradable materials. 10.All disturbed areas shall be graded, loamed and seeded, or stabilized with erosion control blankets or netting, and a covering of straw mulch prior to November 30,of each year. No disturbed areas or stockpiled materials will be left unprotected or without erosion control after this date. 11. No disposal of soils or other materials shall be allowed within: a 100-year floodplain; 40 feet of the 100-year floodplain elevation;any wetland;or any area within 100-feet of a wetland, or 200 feet of a vernal pool unless such areas are specifically approved by the Commission,in accordance with 310 CMR 10.00, and City of Northampton Ordinances- Chapter 337. 12. The area designated on project plans as 'no build zone' shall remain vegetated and shall not be mown. 13. All site improvements,including but not limited to the building footprint, driveways, outbuildings,pools,patios and decks, shall be confined to the `hypothetical building footprint' shown on project plans. 14. Prior to Boulders of at least 30 inches in diameter shall be placed no less than 10 feet apart at the top of slope/'no build zone' as shown on project plans. 15.Additional native plantings, including trees and shrubs, shall be installed within the 'no build zone.' A planting list and plan shall he provided prior to the preconstruction meeting. City of Northampton Mail-36 Landy Ave https://mail.google.com/mail/u/0/?ui=2&ik=39211 afc3d&view=pt&se... I, .Northampton , ,d Cayof CCharles Miller<cmiller@northamptonma.gov> 36 Landy Ave 2 messages Charles Miller<cmiller@northamptonma.gov> Mon, May 15,2017 at 3:45 PM To: Richard Parasiliti<rparasiliti@northamptonma.gov> Hi, Are you ok with the driveway and trees at this site? Chuck Miller Assistant Building Commissioner City of Northampton Town of Williamsburg Richard Parasiliti<rparasiliti@northamptonma.gov> Tue,May 16,2017 at 11:18 AM To: Charles Miller<cmiller@northamptonma.gov> The tree that was supposed to be saved was removed, It was done after I signed the driveway permit. There is no recourse,the tree was private. looted len naoen Richard C. Parasiliti Jr. Highway Superi rtenoent/Tree Warden ISA Certified Arborist Manacipal Specialist 125 Locust St. Northampton, Ma. 01060 413-587-1510 Ext. 4317 rparaslllti@northampton magov 1 oft 5/17/2017 9:02 AM City of Northampton Mail-Landy Ave https://mail.google.com/mail/u/0/?ui=2&ik=39211 afc3d&view=pt&se... .ayof l�on9rmrwlon Charles Miller<cmiller@northamptonma.gov> i Landy Ave 1 message Sarah LaValley<slavalley@northamptonma.gov> Tue, May 16,2017 at 2:11 PM To'. Charles Miller<cmiller@northamptonma.gov> Hi Chuck- I did the final site inspection on Landy Ave this afternoon,they are all set with the Wetlands permit. -Sarah 1 of 1 5/17/2017 8:39 AM Noway Homes 4-25-17 KeyBeam LandyAve 6:59am Northampton,MA I of 1 CS Scam 20%7 0 II lanIkamEngine ID16702 MDIs Oa tabane 1556 Member Data Description:Living Room Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 18.4 PLF Filename: Landy Ave- Other Loads Type Tdb. Other Dead (Description) Side Begin End width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 14' 000" 15 0.00" 30 15 live Additional Uniform(PLF) Top 0' 000" 14' 0.00" 0 60 Live Additional Uniform(PSF) Top 0' 000' ,,,p 14' 0«00"" 15' 0.00" 20 w ..,,y10 Live s £t:.� .T.k.A1 �" `ttit7 r."-a ` til, , €' . 'um—r x" t'r s ,. 'u 6UM-f/ st..it' �?s`..,'s, T 1400 m Q 14 0 D Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0000' Wall Steel N/A 2.162' 8512# -- 2 14' 0.000' Wall Steel N/A 2.162" 8512# -- Maximum Load Case Reactions Used m.app" i�,a ioadal�C cam.,g rra" w�Live Dead 1 53054 32074 2 53059 32074 Design spans Product: 2.0 RigidLam LVL 1-3/4 x 14 3 ply PASSES DESIGN CHECKS Connect members with 3 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides Minimum 2.16"bearing required at bearing#1 Minimum 2.16"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 30101:# 45197.'# 66% 7 Load D+L Shear 7106# 14210# 50% -0.08' -'.•. D+L TL Deflection 04516" 0.7073' 0375 7' p, ZNCm". ;1• •m.L LL Deflection 02814" 04715" U603 7 41"' .. .: 1 control: PesiliveMoment rr 4-26-2017 "^d DOLs Live=WO% Snou9115% Rmf=125% winl=tW% Si JUANJ. Designassumes a reptnive member use Increase in bending stress: d% �fUUES.UTP RA D. STRUCTUf�L I 121 at, , rnhi1111tt Al-pr"anaaes ale rademar aamnr"®aco"o,ma" John P.O'Leary "gdrmznr6 by Sumpaan Strang%Company Inn AIR RIGHTS RESERVED. Seven D Wholesale '%acalp 4%fined as waert Re member bootie%beam or%der mown en et ye ateng tnee ppli cable den go Catena for Loads Loading Conditone and Spans ii sled en InsMeet The Rocky Hill CT deg gn musl be 2y maned by a walined desgnao,dean,prof raono!as rtei a!rsj(or appal.;lie daagaam„naap,w"mm>siiation according m ma manufad"ra emeebCahoon 800 800 6894 plans@degd com Nuway Homes 4-24-17 KeyBeam Landy Ave 4:04pm Northampton,MA 1 of 1 CS 9870101670 II anaamFnim 2016702 Marnals Database 1516 Member Data Description:Basement Beam Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code' IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 15.6 PLF Filename: Beams Other Loads Type Tdb. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top IT 000" 18' 0.00' 15' 000" 40 15 Live s.Y.aa Y�s'e:. �;�.. pe, 1 ',d':I .�. *;'^�, �w.'.�'. • / 19 0 0 4 0 0 7 m / 1800 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 3.500" 1500" 4649# — 2 14' 0.000" Wall Steel 3.500" 3.243" 127680 -- 3 18' 0.000" Wall Steel 3500" 1.500" 318# -3710# Maximum Load Case Reactions Lk-am,ndorageTh het,�admeani�a meshes w Live Dead 1 3323# 1325e 2 9114# 365514 3 2956% -754# Design spans 13 9.375" 3 9.375" Product: 2.0 RigidLam LVL 1-3/4 x 11-7/8 3 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc NOTE;Nails must be applied from both sides Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Review gravity uplift reaction force of 37101bs at bearing 3 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 12857'# 33194.W 38% 5.73' Odd Spans D+L Negative Moment 15983.' 331941# 48% 14' Total Load D+L Negative Unbrcd 15983.' 19452'# 82% 14' Total Load D+L Shear 6120.# 12053.# 50% 1331' Total Load D+L Max.Reaction 12768# 15258.# 83% 14' W Teel Load DeL TL Deflection 0.2490" 0.6891" L/664 Spars D+L LL Deflection 01786" 0.4594" 0925 V" 04.M1�'o5.i„ Spa L Conic : Max.Reaction J DOLS: Uve=100% Snag/61153s Rvrn=t25v Wiiw=iso% `Sze 4-26-2017• �A Design assumes a repetitive member use increase in bending stress: 4°/d JUAN J. /gee •HALES-UTP RA el STRUCIUFtL vr, 121 c. .::.i`/SV / .,1omaa"amss are ademas Of oeir rem..e.."..,e, T1jj11 • POlen 70 copyng,t Iclm:Soy S!masn Strong C"moan mcALL RIGHTS RESERVED. Seven D wholesale Condit 54 anti Spans I 99 on Me AThet The Rocky Hill CT thesea bee.,sd Dy a aaaera e.ogne s ,ne.o"aI as memed rd aamai.This s ®,mdsoedomone.anon ana re the.eoHaems,s specifications. 8008006894 pans@degd tom Nuway Homes 4-25-17 KeyBeata Landy Ave 6:59am Northampton,MA I of 1 CS Beam ID16 70,11 ImleamF>enc 2016707 Materials LANMae I956 Member Data Description:Master Bed Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing' None Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 15 PLF Deck Connection: Nailed Member Weight' 15.6 PLF Filename: Landy Ave - Other Loads Type Tdb. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 000" 12' 6.00" 8' 000" 20 10 Live Additional Unitarm(PSF) Top 0' 0.00" 12 6.00" 15' 0.00" 40 20 Snow ery ax t'=zt- c d.'sa r5.*. nCatc Vsr-x iVT 22, T / 2 12 6 0 0 1260 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel N/A 1.599" 6295# -- 2 12' 6000" Wall Steel N/A 1.599" 6295# -- Maximum Load Case Reactions Used loappa:=e p'Lmive "ng Snowa on!Gado to a' Dead 1 10124 3791# 2501# 2 10125 37914t 2501# Design spans 12 7.7550" Product: 2.0 RigidLam LVL 1-3/4 x 11-7/8 3 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides Minimum 1.60"bearing required at bearing#1 Minimum 1.60"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 19902.'# 38173'# 52% 6.25' Total Load D+S Shear 5310# 13861.# 38% 11.94' Total Load D+S TL Deflection 0.3910" 0.6323" 0388 6.25' Total Load D+$ LL Deflection 0.2356" 0.9215" 1.1644 625' 3 Control TI,Deflection rSHOFah8S<., DOLs: LIve=100% Snoop-115% Roof=12570 WInl=l€O% Design assumes a repetitive member use increase In berdirg stress. d% C1 `"' 4-26-2017 ,-;r‘ JUAN J. lS •BALES:UTP=R4 r/'1. STRUCIUrtL 121 All pro-WI names are Iaeamsr so the Repent Dewed John P.Marlin corystr 1g2016 by S,awn Swne-ne Contently2 Inc ALL RIGHTS RESERVED Seven D Wholesale .-7.9gg is def-led as when the memeer flawed heather girder shown on this draw%meets app Pante dewy-tenn for Loads Wane Candi hoop and Deans It sled en this Slaw The Rocky Hill ,CT i des on m"n be es wed by a peal End dower a.gem e,pmoteaami aea2aredo.boom.ai me deer wn,eecgda=IWellston arcomae to the manufacturer a mkifi,a.oa 80081706894 plans@degd.com 5/11/2017 City of Northampton Mal-36 Lardy Ave new SRH ap agyof Louis Hasbrouck <Ihasbrouck@northamptonma.gov> 36 Landy Ave new SFH Louis Hasbrouck<Ihasbrouck@northamptonma.gov> Thu, May 11, 2017 at 11:21 AM Draft To: nuwayhomes@charter.net Cc: Richard Parasiliti <rparasiliti@northamptonma.gov>, Sarah LaValley <slavalley@northamplonma.gov> John, Well need confirmation from the Conservation Commission staff that the conditions of the WPA form 2 have been satisfied. You'll need to contact Sarah LaValley. You also need to contact the tree warden before you start site work. He may need to check the driveway location and require protection to avoid damage to the trees near the street. 111 let him know about the project. Louis Hasbrouck Building Commissioner City of Northampton Town of Williamsburg (413) 587-1240 office (413) 587-1272 fax MlpsYmaiLgoogle.can/maiikaSWW7ui=2&ik=ec5119a57e8view=pt&search=drafts&mag=15bi819hid8d3e52&dsgt=l8siml=15d819brk8d3e52 1/1 5/11/2017 City of Northampton Mad-36 Lardy Ave SFH Ir -� Bo �Ornt Louis Hasbrouck<Ihasbrouck@northamptonma.gov> 36 Landy Ave SFH Louis Hasbrouck<Ihasbrouck@northamptonma.gov> Thu, May 11, 2017 at 11:28 AM Draft To: Richard Parasiliti <rparasiliti@northamptonma.gov> Cc: nuwayhomes@charter.net Rich, There's a new SFH going in at 36 Landy Ave. There are a couple trees near the street. Here's pictures from the conservation commission application. Let me know if you have comments. I've copied the owner. Louis Hasbrouck Building Commissioner City of Northampton Town of Williamsburg (413) 587-1240 office (413) 587-1272 fax 2 attachments 4.1 36 Landy lot-1.pdf 1006K 36 Landy lot-2.pdf 934K https://mal google.com/mal/caaW0/?ui=28ik=ec5f19a57e&viex=pt&search=drafts&msg=15bf8208aa9cc7998dsgK l&sim1=15bf8208aa9cc799 1/1