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23D-100 (2) </Z >7,7 .71. / 777 / 7 / Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement � 1 Y 26. Dryer duct maximum equivalent length is 25' or per manufacturer's specs. 780 CMR M1502.4.4.1, no screwed connections. 27. Markup air is required for any exhaust hood of 400 CFM or more. 780 CMR M1503.4 28. 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 29. Fire and draft stopping shall be completed before rough inspection. 780 CMR R302. 30. Ignition barriers in place before final. 780 CMR R316. 31. Dwelling /Garage fire separation. An attached garage (within 3' of main structure) is required to have 1/2" drywall on the garage side of the separation wall and if there is a finished space above the garage all walls must have %2 drywall and the ceiling 5/8" drywall. 780 CMR R302.6 32. 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. 33. 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 is dirt filter out of the air moving through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 34. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 35. 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. 36. Smoke and CO detectors as required. 780 CMR R314 and R315. a. Smokes in each bedroom, within 10' of a bedroom door. b. CO within 10' of bedroom doors, at each level, at the bottom of a stair leading to a finished floor above, for every 1500 sqft, (plumbing code in the mechanical room) Except if there are no fossil burning fuels. c. Heat detector in attached garage, and other large unfinished unconditioned spaces. 37. Closets beneath stair which have doors must be drywalled with %2 " . 780 CMR R302.7 38. 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, gasketed, and secured in place. Relevant items must be submitted to the building department for approvals before inspections and or CO can be signed. Other items are intended to avoid costly issues at inspections. 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, excepting we close for walk -ins at 12:00 noon on Wednesdays. My email address is: cmiller(a7northamptonma.gov Thank you for your cooperation on these matters. 12. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 13. A complete window'and header schedule is required. 7$0 CMR Table R502.5 for header sizing and number of jack studs required. 14. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I -joist and or Floor Truss c. Roof truss 15. 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. 16. When nailing sheathing make sure your pneumatic nailer's pressure is properly set. Nails set too deep, essentially perforate the sheathing weakening it and contribute to building damage in high wind events. 17. Ceiling heights minimum 7' for habitable spaces, 6'8" for bathrooms includes tub /shower area if a shower head is used, 6'8" for basements, 6'4" at beams /ducts. 780 CMR R305.1. MA amended 18. 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 19. 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 20. 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 1 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 3/4" from the top of the threshold and only in- swinging doors. 780 CMR R311.3 21. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9 ", maximum riser 8 % ", 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 13/4" minimum and 2" maximum rail, height minimum 34" maximum 38 ", required for 4 or more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. 780 CMR R311.7. 22. 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. 23. 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. 24. 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 %z" strap across the area and 6" beyond each side with 8 - 10nd nails. 780 CMR R602.6.1 25. Dryer duct transition is limited to 8' of aluminum flex and must be exposed. 780 CMR M1502.4.3 • City of Northampton Massachusetts DEPARTMENT OF BUILDING INSPECTIONS ��. 212 Main Street • Municipal Building I°£ Northampton, MA 01060 INSPECTOR 4 Gregory Quill December 6, 2012 23 East Hadley Road Hadley, MA 01035 Subject Location: 24 Nutting Avenue Map Block: 23D - 100 • Mr. Quill, Your building permit application and plans dated 12 -6 -12 have been approved as drawn and per this memo. All work must meet all applicable codes whether noted or not. Please follow up on the following items: These items which will need to be accomplished as the project moves forward; 1. Stamped engineering for all non prescriptive materials and or systems. 2. HERS initial and final ratings, duct blast results, and a signed Thermal Bypass Checklist. 3. Egress doors require 3' minimum landing within 7 3/4" of the top of the threshold. 4. Heat Detector in future space. 5. CO detector at the bottom of the basement stair. 6. l&W barrier is required to continue to a point that is 2' beyond the inside face of the exterior wall. 7. Foundation drainage required per 780 CMR R401.3 8. Foundation waterproofing is required per 780 CMR R406.2 As of August 4 2011 the 8th 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. 1. Structures shall conform to 780 CMR 8 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 1 soils (table R405.1) 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1. 5. Through wall form ties must be removed from both faces and patched with hydraulic cement. 780 CMR R406.2 of MA 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. Foundation walls require horizontal reinforcement 2 #4 bars one within 12" of the top and one in the middle if 8' or less and 3 #4 bars at top and 3rds if over 8'. 780 CMR R404.1.2(1). Also see vertical reinforcement requirements. 8. CMU foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions. 9. Emergency escape is required out of every basement whether habitable or not. 780 CMR R310.1 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 / 3rd 780 CMR R802.3.1 • , n. s u ,------- Peri it No. D16-13 t CITY OF NORTHAMPTON, A „. D EWAY PE IT . ,... Date: 11/06/12 Check - 11: 2338 FEE: S251.00 THE BOARD OF PUBLIC WORKS 1 ' 1 Driveway must be staked and house & lot number posted The aadersfgned respectfully petitions your honorable body for: A._ new driveway ;) a Permission to install a irivewav at 24 Nattin Avenue - Nerthamiton MA G1060 Fifteen (15) foot maximum width at the street line. Gutter drainage not to be disturbed. All Drainage shall be directed off the driveway surface to adjacent land and not on the existing °I Roadway. Driveway surface to be paved as soon as possible if the grade of the proposed Driveway exceeds 3% or more. Homeowners will be held responsible for any cost to the City of Northampton in the event of a washout of this driveway. Code of Ordinances §350-8 8 providing standards for private, individual driveways as amended by the City Council on October 15, 2009, must be followed. By: Rosemund, LLC Telephone: 413-695-8795 el f , 411.1." Si, , :ature: 411, P . a , Proposed Location Inspection By: __,A,L, if a I - / NI, r , i z 1 — / 2— Gravel Base Grade Inspected By: Final Approval: THE BOARD OF PUBLIC WORKS voted that petition be granted. ; Edward S. Huntley, P.E. Director of Public Works Cc: Building Inspector (SUBJECT TO ATTACHED CONDITIONS 1 & 2) . ... La N OT TO SCALE 89 4-r) 07 'el Wide Dr iveway 1 0 iVewa 82 96 . _,00 G'61 23D Ave p Nutti LLC 24 u cem n Ro- 71. MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St, Northampton, MA 01060 587-1097 A Department of Public Works Trench Permit shall be required prior to an construction or connection activity associated with this application. Location: 24 Nutting Avenue Inquiry Made 13): R.osemund LLC Marie Qum 695-8715 Date of Inquiry: 10/29/12 Number of Type of Single Family X Type of Private X Units: Unit(s). Apart. Comm. Ownership: c Re7.1.1a1 Municipal Water Main in Existing service to Front of Location? Yes: x No: site? Yes: No x Size of 'Water Main: 8,, Material: Ductile Iron Age: 1989 Approximate Static Street Flow Test Conducted: Yes: No: X Pressure: 80 psi If done attach results Size of Service Connection Suggested Meter Size: 5/8" Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such instal *on all be made with the Northampton Water Department with a minimum wo -ing days noti tio All wo shall Or 4O to N rthampton Water Department specifications. David W. Sparks, Superintendent of Water Dept. Water Entry 5200.00 Meter 5100.00 Radio 5100.00 cc: Ned Huntley, Director cc: Louis Hasbrouck, Building Commissioner Note: if this availability is for a new construction, it must be hand delivered to the Building Inspector, k:■1 wo , MUNICIPAL SEWERJ AVAILABILITY APPLICATION Northampton Streets Department 125 Locust Street Northampton, MA 01050 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: 24 Inquiry Made By: Roseinund LLC Marie Quill 695-879E Date of inquiry: 1029'12 Reason for New Construction single family house Request: Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5 '12 deep &hi Yes No Size of Sewer Main: 8 4 Material: 'P V • C Age: • Depth of Sewer Main: Size of Service Connecdon: Type of Service Connection: Tie-in to Sanitary Main Tie-in to Sanitary Stub Comments: (.- r) • PG3 6D Lt.) e r-ki (dOt_e_ R-tq=76 -3- - Note: If this availihilitv is for new construction, this form must be hand delivered to Building Inspector. A corresponding "sewer entrance fee" shall be paid prior to making any connection to the municipal sewer system. Arrangements of such installation shall be made with the Northampton Streets Department with a minimum of 5 working days notification. All work shall conform to Northampton Streets Department specifications. 8(11.0 John Hall Sewer Department cc: Ned Huntley, Director DPW Louis Hasbrouck, Building Commissioner 2ND FLOOR FRAMING PLAN .. _ _ Z „--- _-- ________ , ,, -,---- / 1 1 _ ■ _______ , . A I f t-,,,,,. PA ) ''''' ,- , ---, = ' ,' -_— 1 -- --- ---- H , 11 t,..1 - i - , T 1 , A T , _ • r , , -- — - - • ' 6 c ,?,- -- 2 c,., - ..-"" M _ z 1 a Z r.k. Miles f Incorporated efiak ,e,01 ,,,ir 0 t ,_.1 t t 11 7' I rr r - a■ -,, 0,-1 a LI , nt A <I ,.■,, d, `" t -, r - 1 r, - , - L, ,. I ..- 7 DtS1111r Dotog IlmIgHts PRELIMINARY PLAN, NOT FOR CONSTRUCTION 1ST FLOOR FRAMING PLAN __ _ Ii li I - . li - 1 .„_. --, i 1 P , 1 F — 1 ■ E + # ( 1 1 , , a _ . I 1 - - , c _ .. 1 11 -,- :+3, 1 _ I -+ I , _ _ _ _ _ 1 . „ ii _ II 1 _ __ -1 __ . __ _ ( ) ] F L' L _," .. . -. I j P N ) 1 1 , ,-,- ■.-J.,:ir --......,.--„,,,,,,,,,, 4 i ,,,,--- 1 -1 -.:-....-. ---, ■ ■ i - - , . ,Q (D r.k. 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" ...1 1 1 •-•-j t - -no_ I 1 ,m■ - ---.7---. - -..- Am.,...._ 1, ■11. , WO I - ..-': ' ''' ''' ' , ' Z'._ , ........: ' ' I ' I ' i '<II ' CTI 1 S g 15 non-structural placement plan is provided for identifying the location of trusses as supplied by Truss Engineering Corporation (TEC). No responsibility is taken or 1 1 AMINE ;!! t • - 0 ! ' ; ' implied by TEC for the structural integrity of the structure below the trusses or the affects of TECs product on the structure as a whole. The truss installer shall follow all l °* 0 11.1 l Zp q '''' r - j, 15 BCSI recommendations, construction document specifications as well as any site specific requirements to ensure safe and proper installation. No loading shall be applied i i pa . r o e 6 ; . 5 . § 1 . o trusses until properly and fully installed, including all sheathing, hangers, wall anchors, lateral web bracing (as shown on individual shop drawings), and permanent ael l xl 1 Xi CP, g , bracing (as required by the construction documents). Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses, il■ -a r alk — A I 1 -±' Pn 'A - nduding but not limited to bearing locations and requirements, i ents, ply to ply nailing, lateral web bracing, and truss spacing. Truss Engineering Corporation strictly adheres to 2 ,- 0, K m , „ 0 he 'Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses' as defined by TPI Chapter 2 (available upon request) regardless of any job specific Wil "Til ... '; N. 15 pecifications unless clearly defined otherwise in writing by TEC. —4 ni z a - 0 o . ,,K1 4 1:0 ■--1----4 1 z -- - 1 This placement plan is Truss Engineering Corporation's!NTERPRETATION of plans and drawings as supplied to us. The building owner/owner's agent is solely responsible F -4E, ./._ for verifying all dimensions, geometry, loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TE l immediately of any discrepancies. The building owner/owner's agent is responsible for coordinating all construction details between trades. Truss Engineering 4 . Corporation isNOT responsible for field verification of dimensions or special conditions. No trusses supplied by Truss Engineering Corporation may be cut, drilled, or 1 l 1, 2 I i loitered in any way without first contacting TEC and receiving engineering documents allowing such. 1 1 l 1 I KI 00 888S8c !11°$&80£°�� �NAwN 0 0 wN m m 2 P A W W W W W N A '. gElmwpril 00222 x(nx _j.__ NNN -. .N- +��» NN 0......-.-s..11 N N NoN A 8r- . r 22rrr2222 rr2 rrr =0OSSZZN22 mmzmm - -fin zz zzz xx xxzz i 8888888888888888888m WO'WWm =$ °m ri b", `d is,' , k ' ', N N, ' I " . 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Check the appropriate box: Type of project (required): 1. ❑ I am a employer with 4. ❑ I am a general contractor and I employees (full and /or part- time).* have hired the sub - contractors 6. Di New construction 2. ® I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub - contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.* required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3. ❑ I am a homeowner doing all work officers have exercised their 11.11 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, § 1(4), and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub - contractors and state whether or not those entities have employees. If the sub - contractors have employees, they must provide their workers' comp. policy number. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Main Street America Assurance Co Policy # or Self -ins. Lic. #: MPF659979 Expiration Date: 5/26/2013 Job Site Address: Lot 10 - Emerson Way City /State /Zip: Florence, MA 01062 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 $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 DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Si ature: �� A_f !� Date: Phone #: ( S S; ((. 0 `) ,i 0 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 #: SECTION 8 - CONSTRUCTION SERVICES I 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder GREGORY E. QUILL 105857 License Number 23 EAST HADLEY RD, HADLEY, MA 01035 04/29/63 Address Expiration Date 413 - 695 -4195 Signature Telephon 1 9. Re Home Im ent Contractor: Not Applicable ❑ 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 E1 No ❑ 11. - Home Owner Exemption The current exemption for "homeowners" 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 a parcel of land on which he /she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/ or farm structures. A person who constructs more than one home in a two -year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official, that he /she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s) you hire to perform work for you under this permit. The undersigned "homeowner" certifies and assumes responsibility for compliance with the State Building Code, City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable) New House 0 Addition ❑ Replacement Windows Alteration(s) ❑ Roofing n Or Doors El Accessory Bldg. ❑ Demolition El New Signs [CI] Decks [E) Siding [0] Other [0] Brief Description of CONSTRUCT Work: CONST UCT A WOOD - FRAMED TWO - STORY SINGLE FAMILY RESIDENCE WITH 1 CAR ATTACHED GARAGE Work: Alteration of existing bedroom 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 X Two Family Other b. Number of rooms in each family unit: 6 Number of Bathrooms 2 - 1/2 c. Is there a garage attached? YES t ' d. Proposed Square footage of new construction. 1 Dimensions 3 X 36 e. Number of stories? 2 f. Method of heating? NATURAL GAS Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. TIER 2 Masscheck Energy Compliance form attached? h. Type of construction WOOD FRAMED i. Is construction within 100 ft. of wetlands? Yes X No. Is construction within 100 yr. floodplain Yes X No j. Depth of basement or cellar floor below finished grade 6' k. Will building conform to the Building and Zoning regulations? X Yes No . I. Septic Tank City Sewer X Private well City water Supply X SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. S ignature of Owner Date GREG QUILL, ROSEMUND, LLC , 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. GREG QUILL Print Name Signature of Owner /Agent j Date V Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 7,841 Frontage 82.96 Setbacks Front 20 Side L: R: L: R:25 Rear 15 Building Height 34 Bldg. Square Footage % 1680 Open Space Footage (Lot area minus bldg & paved 1475 80% parking) # of Parking Spaces 2 Fill: (volume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO 0 DON'T KNOW 0 YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES 0 IF YES: enter Book Page and /or Document # B. Does the site contain a brook, body of water or wetlands? NO Q DON'T KNOW O YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained 0 , Date Issued: C. Do any signs exist on the property? YES ® NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES ® NO 0 IF YES, describe size, type and location: E. Will the construction activity disturb (Gearing, grading, excavation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre'? YES ® NO O IF YES, then a Northampton Storm Water Management Permit from the DPW is required. • Department use only Oity of Northampton status of Permit: BLilding Department Curb Cut/Driveway Permit 212 Main Street Sewer /Septic Availability DEC - 6 2012 Room 100 Water/Weil Availability j No hampton, MA 01060 Two Sets of Structural Plans F SDI j p X413- 87 -1240 Fax 413 - 587 -1272 Plot/Site Plans NORTHAMPTON MA 01060 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 24 Nutting Avenue Map Lot Unit Zone Overlay District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: ROSEMUND, LLC 23 EAST HADLEY RD, HADLEY, MA 01035 Name (Print) Current Mailing Address: (413) 586 - 0520 GREG QUILL SAME Telephone Signature (413) 695 -4195 2.2 Authorized Agent: Name (Print) Current Mailing Address: Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building 125,000 (a) Building Permit Fee 2. Electrical 10,500 (b) Estimated Total Cost of Construction from (6) 3. Plumbing 12,000 Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 10,000 �; 6. Total = (1 + 2 + 3 + 4 + 5) djf 1 157,500 Check Number 0 This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner /Inspector of Buildings Date c(. --- File # BP- 2013 -0608 q w kt • APPLICANT /CONTACT PERSON GREGORY QUILL 5-(Ala i vi ADDRESS /PHONE 23 E HADLEY RD HADLEY (413) 695 -4195 VJ PROPERTY LOCATION 24 NUTTING AVE MAP 23D PARCEL 100 001 ZONE URB(100)/ f . THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 517 7 o Fee Paid ✓ 7. go Typeof Construction: CONSTRUCT 2 STORY SFH W /ATT GARAGE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 105857 3 sets of Plans / Plot Plan THE FO ING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF ATION PRESENTED: Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND /OR Special Permit With Site Plan Major Project: Site Plan AND /OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demol ti Delay Signature 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. 24 NUTTING AVE BP- 2013 -0608 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 23D -100 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- 2013 -0608 Project # JS- 2013 - 000970 Est. Cost: $157500.00 Fee: $925.40 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: GREGORY QUILL 105857 Lot Size(sq. ft.): 8015.04 Owner: ROSEMUND LLC Zoning: URB(100)/ Applicant: GREGORY QUILL AT: 24 NUTTING AVE Applicant Address: Phone: Insurance: 23 E HADLEY RD (413) 695 -4195 WC HADLEYMA01 ISSUED ON:12/10/2012 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT 2 STORY SFH W /ATT GARAGE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 12/10/2012 0:00:00 $925.40 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner