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32A-029 (2) r y � � Z z V1 rj V -- I; � , �I e 1�7 r,7 i C� I iI I 0 cal,cJ �- N N LL _ L Xz C� z LL, Ci o —�► Ile su c� LU LV Z gyp' —i 4 >o tt L q .. Ia `- Q ©" C 3 u te rly. E t: as Z At zw 0 r V) �,► , ,k LV IL 3 J � ) > �i 00 3 zz 4 �r = M tj �ci < � z ° �- W .ac vi z. f �. t i != Oj _ :r C1 U M Lv 74 , ce, v 7E s ,o£ ! 100 Fj Fj s 4- � 3. u • i r � LL t � z Z U Ll- lit r � � v w i I 15 II I .................... � Kline 1-13-14 Keyien 44 Chery St.Northampton Ma 10:51am 1 of 1 KeyBearn®4.600d kniBeanTngine 4.6026 Materials Database 1472 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total 1.250" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 5.6 PLF Filename: KYB2 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 6' 2.00" 12' 4.00" 30 10 Live Additional Uniform PLF Top 0' 0.00" 6' 2.00" 0 100 Live T /T\ 6 2 O 9 6 2 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 1890# - 2 6' 2.000" Wall N/A N/A 1.500" 1890# - Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 1168# 723# 2 1168# 723# Design spans 6' 3.750" Product: SPF #2 2 x 10 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 1.50"bearing required at bearing#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2983.'# 3431.'# 86% 3.08' Total Load D+L Shear 1429.# 2498.# 57% -0.06' Total Load D+L LL Deflection 0.0477" 0.2104" U999+ 3.08' Total Load L TL Deflection 0.0772" 0.3156" U980 3.08' Total Load D+L Control: Positive Moment DOLS: Live=100% Snow=115% Roof=125% Wind=160% This member has been designed in accordance with NDS 2005 All product names are trademarks of their respective owners Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. LPa ,�g is defned as when the member,flocrjoi" beam or gin"r,shown on this drawing meets applicable design criteria for Loads,Lo atling Conditions,and Spans listed on This sheet. n must be reviewetl b a ualifietl tlesi ner or desi n rofessional as re wired fora roval.This desi n assumes roduct installation accordin to the manufacturer s s ecifications. Kline 1-13-14 1 e Bel+l: 44 Chery St.Northampton Ma 10:40am 1of1 KeyBeam®4.600d kmBeamEngine 4.6026 Materials Database 1472 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total 1.250"max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 18.7 PLF Filename: KYB1 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 17' 6.00" 8' 3.00" 30 10 Live O 17 6 0 17 6 O Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 4.000" 1.500" 2960# - 2 17' 6.000" Wall SPF#3/Stud 2x or 4x End-Grain(650 psi) 4.000" 1.500" 2960# - Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 2101# 859# 2 2101# 859# Design spans 16'11.750" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 4 ply PASSES DESIGN CHECKS Connect members with 2 rows of 1/2"diameter bolts at 24.0"oc Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 12566.'# 29032.'# 43% 8.75' Total Load D+L Shear 2684.# 12635.# 21% 0.27' Total Load D+L Max. Reaction 2960.# 18200.# 16% 0' Total Load D+L TL Deflection 0.6519" 0.8490" U312 8.75' Total Load D+L LL Deflection 0.4627" 0.5660" U440 8.75' Total Load L Control: LL Deflection DOLS: Live=100% Sno\&--115% Roof--125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% All product names are trademarks of their respective owners Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. —Pa 'n is defined as when the member,floorjoist,beam or girder,shown on lhis drawing meets applicable tlesign criteria for Loads,Loading Contlitions,and Spans listetl on this sheet. The de s' n must be reviewed b a ualihed desi ner or tlesi n rofessional as re uired fora royal.This tlesi n assumes rodud installation accordin to the manufacturer's s ecifications. c. Heat detector in attached garage,and other large unfinished unconditioned spaces. 38. Closets beneath stair which have doors must be drywalled with%Z". 780 CMR R302.7 39. 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 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, excepting we close for walk-ins at 12:00 noon on Wednesdays. My email address is: cmiller northam t nma. ov Thank you for y ur cooperat' n on these matters. uck Miller City of Northampton Assistant Commissioner and Zoning Enforcement 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%" strap across the area and 6" beyond each side with 8- 10nd nails. 780 CMR R602.6.1 25. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen, and require 3'clearance from windows.780 CMR M1502.3 26. Dryer duct transition is limited to 8' of aluminum flex, must be exposed, and the proper UL listing. 780 CMR M1502.4.3 27. Dryer duct maximum equivalent length is 25' less 5' per 901 elbow or per manufacturer's specs.780 CMR M1502.4.4.1, no screwed connections. 28. Markup air is required for any exhaust hood of 400 CFM or more. 780 CMR M1503.4 29. 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 30. 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. 31. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 32. 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%" drywall and the ceiling 5/8" drywall.780 CMR R302.6 33. 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. 34. 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. 35. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 36. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:Thrul-oks are engineered for post attachment supporting a railing. Lateral attachment is required for each deck per section 502.2.2.3. 37. 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. 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 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. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. 1-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. PNEUMATIC nails must be full headed with the temper and shank sizing meeting the strict code requirement. 16. 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. 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 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%"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 1%" 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. Rails must be continuous and returned to the wall if not to newel post. 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, City of Northampton is Sys, Sic Massachusetts �' I'• DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building Northampton, MA 01060 INSPECTOR Jeffery Morin January 9, 2014 29 Grant Avenue Northampton, MA 01060 Subject Location: 42-44 Cherry Street Map Block: 32A-029 Mr. Morin, Your building permit application and plans dated 7-13-13 have been approved as drawn and per this memo. All work must meet all applicable codes whether noted 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. All fire separation must be continuous from basement to bottom of the roof deck per section R302.3 this includes the lower and upper roof. 2. Unit#42 rear entry ceiling needs to be rated below the unit#44 shower. 3. The window adjacent to the#44 entry door must be tempered per R308.4 4. The smoke and CO detectors must meet R314 and R315 with MA amendments. 5. All new bedrooms must have emergency escape windows per R310 with MA amendments. 6. All loads must be supported with prescriptively sized or engineered headers with continuous load paths to appropriate bearing sized for the new loading. Note August 16th 2013 begins the newest energy code 2012 IECC with MA amendments with a concurrency period until July 1,2014 and an expectation that a new Stretch Code will be forth coming. As of August 4th 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. 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.gov/dps/bbrs . The current relevant building codes are: 2009 IBC, 2009 IEBC,2009 IMC, 2009 IRC, 2009 or 2012 IECC,AA115, MA amendments. 1. Structures shall conform to 780 CMR 8th 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. 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.780 CMR R310.1 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 J � 4 r lu f 5 I v+ F 7 r - E (( ff �--- vi RY V17 7 f "ll. LAUND LA s X44 C�,_ ; ,` �-�, R\ 0 N/A 1 � C A L 114- ?-3_ 13 408 NMI") Farm Rd , Al '2YS,�:� j � i CiARA4E Q- i F M I i J'-" ' :e4a } If42 - X14 CH L nRY St,- PLUT LAYOUT- SC-ALE: 20 ' c, lzuc, � C46-LSC-A Kt_iI�4E .�42z� No2r'HA M P-rON MA 41 -522 n,e�wN ro.2�3 Weil Homstead 408 North f=arms Rd irsr�yr, €'r MA 01062. ` I E d1 E E L E� z� $14sJ -7 fu 1 V i `� 3 TO i 44 cH(--- Tke ST-, R[ �r--7qvv,.- r0�r Neil NOMatOad 408 North FarMS Rd Fin• IMA 01062 01 • L L cf4t 57 L,C7, F7- VL A EN LA, 4� Q-f S-rA Al 44 q'y rj;/,A L ALJ S"ro Iz A C, �F44- KI C-,!Z:r H A F> r4 NAA ZA LOM Neil HOMStead, 408 Work Fa City ' of Northampton si�j Massachusetts ��'s!s k.-.., � `t 'y DEPARTIOENT OF BUILDING INSPECTIONS -, rx 212 Main Street • Municipal Building Northampton, MA 01060 INSPECTOR Louis Hasbrouck Chuck Miller Building Commissioner Assistant Commissioner HOME OWNER EXEMPTION 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 responsible 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 include foundation/footings (before backfill), sonotube holes (before pour), a rough building inspection (before work is concealed), insulation inspection (if required) 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 I, 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 r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): _z- Address: ' i.<—�-- City/State/Zip: /z J Phone #: z-%1 Z, `7 `' c7 Are you an employer? 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. F-1 New construction am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling / These sub-contractors have ship and have no employees 8. ❑ Demolition working for me in any capacity. employees and have workers' g ❑ Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. ❑ We are:a corporation and its 10.E] Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. tHo meowners 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: Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisomnent, 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 under­tliepains d penalties ofperjury that the information provide/dj above is true and correct. Signature: Date: Phone#• 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#: L .. SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor, / Not Applicable £ Name of License Holder: License Number A zlZ l Address Expiratio Date ,Sriature:` Telephone 9.Reoistered Home.lmproyementCoptractor Not Applicable £ Company Name Registration Number Address J� Expiration Date /J/,,r ��,L 1 Telephoney'� �/-y 7'7� 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..').�,E 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 ❑ Addition ❑ Replacement Windows Alteration(s) Roofing ❑ Or Doors M. Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [M Siding[O] Other[0] Brief Description of Pr�Posed), / lr� Work: J-��i ✓i,, Lt 1�, / / 1 j c,"�� i` , 2 / Mi/L '�4' x I&i A''i of �%i'L-&17 � }} "�1; S a c Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes Plans Attached Roll -Sheet 64 4e W' use and.or'addif on to`exisfing..houslnq; complete the follow`na: a. Use of building:One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? ;y d. Proposed Square footage of new construction. Dimensions e. Number of stories? -e - f. Method of heating. /r' ��7 G Fireplaces o oodstove Number of each �.w g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction -t S . i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? _Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR.BUILDING PERMIT 6�e6_�7` r-(T— as Owner of the subject property c. )( hereby authorize " to act on my beh in all m ers reI ti ve t !�k authorized by this building permit app lic tion. Signa"iq a of O er Date 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. J ' -�--� /ter ary�-✓ Print Name, Signature of Owner/ ent ! Date 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 Sizew t -------� �� Frontage Setbacks Front Side L:= R:= L:= R:= Rear Building Height Bldg.Square Footage % Open Space Footage r _ _i % L I (Lot area minus bldg&paved parking) #of Parking Spaces_ Fill: �:�...._.......::_..._._,_.....-._r,_..w....._...�........i�.,..�...._.. ,,._._�.._...__. .�1�.�..___._...�......_:.._...� (volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO Q DONT KNOW - YES Q IF YES, date issued:( IF YES: Was the permit recorded at the Registry of Deeds? NO Q DONT KNOW 0 YES Q IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW Q YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained 0 , Date Issued: C. Do any signs exist on the property? YES Q NO E) IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES Q NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES Q NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. d 4 i � n, Depa..ri etit;use or>l u i i sl„r ��x j'k 4 � � +' ?S�s, jrF�i�a �h tY'�k"kl- City of Northampton $tatus,afPer Fw£ �L ; s a r I1. Building Department 4 , s s 212 Main Street tyver S l v Room 100 lAyal ` 5 11 20 Tr u vF oW'l sts',�at'Stt2 tr�,J!curai Pans4, ;-:I 7''4L i�yf'a,x a I L s�ol orthampton k MA 01060 'f ph ®4 3-587-1240 Fax 413-587-1272 G NoY , u PPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE.INFORMATION This section to be com I d by office 1.1 Property Address. Id All d l ©6 0 E Zone Overlay District '' � I „Eitn St.Distr,ct ° !CB District SECTION 2. PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Name(Print) Current Mailing Address, a o�pZ Telephone T n Signature 2.2 Authorized Accent; j Name(Print) Current Mailing Address: r , - /rte �-I I - 3 ?, ` t Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS. . Item Estimated Cost(Dollars)to be Official Use Only completed by ermit a licant 1. Building Lry/ �, �� (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing 12, 0 c' Q Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection �' �' v ' 6. Total=0 +2+3+4+5) L�G�z Check Number , This Section For Official Use'Only Date Building Permit Number: Issued: Signature: Building Commissioner/inspector`of Buildings Date File#BP-2014-0782 APPLICANT/CONTACT PERSON JEFFREY MORIN ADDRESS/PHONE 29 GRANT AVE NORTHAMPTON (413)374-7799 Q PROPERTY LOCATION 42 CHERRY ST MAP 32A PARCEL 029 001 ZONE URC(100)// THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: REMODEL 2 FAMILY KITCH&BATH CONVERT FROM UP/DOWN TO FRONT/BACK&ADD BASEMENT STAIRS New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 97133 3 sets of Plans2-Flot Plan THE F OWING 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 olition Delay O S re 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. 42 CHERRY ST BP-2014-0782 GIs#: COMMONWEALTH OF MASSACHUSETTS MU:Block: 32A-029 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:renovation BUILDING PERMIT Permit# BP-2014-0782 Project# JS-2014-001335 Est.Cost: $138000.00 Fee: $828.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Groin: JEFFREY MORIN 97133 Lot Size(sq. £t.): 6882.48 Owner: KLINE GREGORY&SHELSEA Zoning:URC(100) Applicant: JEFFREY MORIN AT: 42 CHERRY ST Applicant Address: Phone: Insurance: 29 GRANT AVE (413) 374-7799 O NORTHAMPTONMAO1060 ISSUED ON:111312014 0:00:00 TO PERFORM THE FOLLOWING WORK.-REMODEL 2 FAMILY KITCH&BATH,CONVERT FROM UP/DOWN TO FRONT/BACK & ADD BASEMENT STAIRS POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: 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 1/13/2014 0:00:00 $828.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner