Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
36-360 (4)
DATE03/28/14 PAGE 1 REQ.QUOTE DATE / / ORDER# ORDER DATE / / QUOTE# 14032941 B DELIVERY DATE / ! CUSTOMER ACCT# LMCWRKMI DATE OF INVOICE / / CUSTOMER PO# ORDERED BY Andy Clo ston INVOICE# UFP Belchertown, LLC TERMS 155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDENT Andy Clogston SALES REP Brian Tetreault Phone:413-323-7247 Fax:413-323-5257 JOBSITE PHONE# ( ) - SALES AREA Massachusetts/ S �N R.K.Miles-Hatfield JOB NAME:Rosemund LLC/Garage Addition LOT# SUBDIV: i 24 West St MODEL: TAG: JOB CATEGORY: Residential D T Hatfield,MA 01038 DELIVERY INSTRUCTIONS: o (413)247-8314 S P 105 Emerson Way SPECIAL INSTRUCTIONS: T Northampton,MA BY DATE BUILDING DEPARTMENJ OVERHANG INF HEEL HEIGHT QO-04-03 REQ.LAYOUTS REQ.ENGINEERING QUOTE BT1 03/28/14 Roof Trusses END CUT RETURN -_ - _- _ NONE LAYOUT PLUMB NO GABLE STUDS 24 IN.OC JOBSTTE 2 CUTTING I BT1 03128114 LOADING TOLL TCDL-BOLL BCDL STRESS INCR. ROOF TRUSSES INFORMATION 65.0,1 DL-BCL,10.0 t.15 ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) PROFILE QTY PITCH TYPE BASE O/A LUMBER OVERHANG I CANTILEVER STUB UNIT TOTAL PLY ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT PRICE PRICE ROOF y 2 X 6101-00-00 Ot 00-00 I I + - ROOF _ - 2 PI 8.00 8.00 G03GE 11-10-08 11-10-08 f 2 X 4 - I - - - -- — - - - t 5 8.00 8.001 S01 1 23-00-00 23-00-00 2 X 4�2 X 4 i 01 00-00 01-00-00 -- - -- l ROOF - 1 2 8.00 8.00 S01 A } 23-00-00 23 00-00 ;2 X4 2 X 4 01-00-00 GABLE - 2_3-09 00 23-00-00 2 X 4 01-00-00 01-00-00 4 1 1 8.00� 8.00 SOO2F �-- 1 23-09-00� + 2X41 1 8.00 8.00 S01SGE 23 00-00 � -- I 1 i �- -- - ROOF _ Y 2 X 412 X 4 01-00-00 2 8.00 8.00i ROOF 23-09-00 23-09-00 2X 4 2 X 4 01-00-00 - i- l 2 --8.00- 8.00i- S02B 23 09 00 23-09-00 2 X 4 2 X 4 01-00-00 - - - - ROOF SUB-TOTAL: ACCEPTED BY SELLER ACCEPTED BY BUYER SUB-TOTAL PURCHASER: BY: TITLE: -- ---- BY: ADDRESS: TITLE: - DATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL 1. xeyBuild SbrUCt reT`12.402J QuillGregEmmesonWayGarageonly 4-18-14 "eamEngine 4.600s Materials Database 1472 9:38am ► loft Member Data Description:CalcB3 Member Type: Beam Application: Floor Comments: Top Lateral Bracing:Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: 0360 live, U240 total 2.000"max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 13.8 PLF Filename: Q:\QuillGre Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 2' 1.50" 728 381 Live Replacement Uniform(PLF) Top 2' 1.50" 14' 1.50" 360 120 Live Replacement Uniform(PLF) Top 14' 1.50" 16' 100" 728 381 Live Point(LBS) Top 2' 1.50" 2265 1325 Live Point(LBS) Top 14' 1.50" 2265 1325 Live 16 3 O i 16 3 O Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall NIA N/A 3.382" 8879# -- 2 16' 3.000" Wall N/A NIA 3.382" 8879# - Maximum Load Case Reactions Used for applying point loads for line loads)to carrying members Live Dead 1 5933# 2946# 2 5933# 2946# Design spans 16' 1.750" Product: 1-3/4x14 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Minimum 3.38"bearing required at bearing#1 Minimum 3.38"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 24882.'# 29034.'# 85% 8.12' Total Load D+L Shear 75704 9310.# 81% 0.06' Total Load D+L TL Deflection 0.7747" 0.8073" 0250 8.12' Total Load D+L LL Deflection 0.5329" 0.5382" U363 8.12' Total Load L Control: LL Deflection DOLs: Live=100% Snow--115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are irademark5 of their respective owners Your Company Name Your Company Address Copyright(C)1987-2012 by Keymark Enterprises.LLC,ALL RIGHTS RESERVED Your Company Address "Passing is defnetl as when Ine member,goor foist,beam or girder,shown on this drawing meets applicable 1esign cnleria for Loads,Loading Conditions,antl Spans listed on this sheet. Your Company Phone The tlesi n muss be reviewetl b a qualibetl tlesi ner or deli n rofessional as re uiretl fora royal.This tles n assumes rotluct inslallalion accordi to the manufacturer's s eatications. xeyBuild stWCt=T^12.402i QuillGregEmmesonWa)(iarageonl), 4-18-14 knrBeantEngine 4.600s Materials Database 1472 9:38am � 1 of I Member Data Description: CalcA2 Member Type:Joist Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition:Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: 0360 live, U240 total 2.000"max.LL Dead Load: 10 PSF Deck Connection: Glued&Nailed Filename: QAQuillGre Other Loads Type Other Dead (Description) Side Begin End Start End Start End Category Replacement Uniform(PSF) Top 0' 0.001, 24' 0.00" 30 10 Live Point(PLF) Top 0' 4.63" 0 61 Live Point PLF To 0' 4.63" 399 219 Live P 2400 24 O O 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" 1144# — 2 24' 0.000" Wall N/A N/A 1.500" 465# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 748#(748plo 396#(396plo 2 348#(348plo 11 116 I Design spans 23' 2.750" Product: 14" AJS 20 12.0" O.C. PASSES DESIGN CHECKS NOTE:Pass-thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2698.4 5297.'# 50% 12' Total Load D+L Shear 4654 17924 25% 0' Total Load D+L End Reaction 465.# 1250.# 37% 0' Total Load D+L TL Deflection 0.4276" 1.1615" U651 12' Total Load D+L LL Deflection 0.3207" 0.7743" U869 12' Total Load L Control: Pos.Moment DOLs: Live=100% SnoA=115% Roof--125% Wind=160% Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table All product names are trademarks of their respective owners Your Company Name Your Company Address f .. sk t, k''.. Copyright(C)1987-2012 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED Your Company Address ^Passing is tlefinetl as when the member,floor joist,beam or Bider,shown on Ihll orawing meek aRWicable tlesgn""'is for Loatls.Loatlirlg Contlitions,and Spans listed on mis sheet Your Company Phone TAP,dP,Si ,must he reviewetl b a ualifietl tlev Z or tlesi n iolessional as r unetl Fora oval.This deli n assumes rotluct installation accortlin to the manuladurer"s specifications. - _ __ - —d30YiSIiNiAIVIDfOH1� - i-_ N3ILIMM Lbitld 1110NLMA 3lIOO.SWJW 3x1`HH1 MO SNOLLY.]1i00W.WI NOd 3l9tSNOd63N Q13N 8 L{'6Z£Ob L ON II/N dill'diN AB 031tlN915301VNd353btld O3SN3�fi tl A0 NOLLYQtlONllitl N31111lM■Ntld Jn _V A� tivu355l1tlL U3tllLLJtlifINMV JMtld3tl.35IAtl311L0 MO llILO'IY3LON'lll�lON &nlYluWF.� I V enadd �o euorluro S .�n or se.�o usrani� � 44MAab ml a4!.4ud.a.e4 W W Vya.tl Fa^J Iti^MWI e..o W*+I^R P.�.RM WI - - - �,a.a4 �.vw� .�m.■NN �.����1.�w.. O ZZ 'uMO�,�au�jaS djIl '.I.w..m�,Imo.w,I.rlo.a4adIII�.. ,aNlwn...��llr.�r•.amroll.11,..ml;.�--T_ IOZ/LO/LO I«n w'Iwla.11mw.a•u'eelcs ve Iaaray..aa da4ou c4s'•rasa w+*�i w 4wq��se*+ - -..- I.cl.m,a n�4llo+'uw+mu.w.�ml.o...spl.la,oi'..uasa dwelw«nw NW�I4d..l wl9+....w w• /BEM UOSIOW3 SOL '..4e.n row 64oNou rM4 Noam.... a ro IIe�.4n 441 n'NF N^^�wl.a w.w+m�a w.w..wl _. _... ___ _ 6ue,.14 m.4 .ew.um4.N aa4+44�4..°,.4eRw 6°ppa 4vi'uw+c llwlwaga wl4.wlrx�nv.n tJ a6eieE) llunwaso V4..l^1 g4ulc 4Nva I.4oNIPro 4.S lalesep&apq.IR m w�/+.i4.a R la.w a4mem.a aW P4lelad PP l/ J Y ..-� w a ^ell!R.4�waw 4s l»uaw,b..�xx«.0 1lNO wmr�mo_u4awd:rnd ssnai r st - -. i I I� I L � l I.0.tiZ p t I.Z/L 5,£ A 196 NZlL 5,£ i I ■ ■■.■■■■■■•■■.■■■■■■■■■■.■■■.■■.......■■■ * r ■ 30S WS b ■ N LOS i r ■ o col i (V WS ZD ■ O. ■■ I ■ N, VWS ■ yy Jr ■ N BZDS. I ■ ■ ■ N `dZOS-- __--__--_U) ___.. ___——- ■ ■ - o (.16 £Z) w■ O� • CV zos- M ■ :� r _ O _ N N O �Q� Cl}■ I vzos ■ • o C_ ■ N BZUS ■ • N V WS ■ ■ LOS ■ ' N � ■ �i ■ p MI ■ NI LOS CO r : LO lb/L�LL IL I ■ S I - _ ■ I ; I II -rl1 I �Ejal�as=s. N3lLlM UdMd 1ndLLM13N%1.SNJV9 3`JNtl1Y.1.NO SNLLYJL�IOdV AMf UPJ 3186NN53k Q13H �orJ nxn eJn'e�Ae a3JVn�s3a 1tlNO1S53eONd a3sn3�n tlAe NMltlID1g41M N31LNN tgroeJn _... «w ...�r a.-�. car- v.�::r .,i�.vr..: ni�ai - �se� AVM ANtl N S356niJl(f3tltLL�VJ(IMM J8tld3il.35ML3H10 NO'lYlb'Fg1CN'lfU Jdl OO'n^pnPCm enadd �o fundwo s pn or so.in uuanru I b � J !� P dl ,�( ilb' epcatl nl WcpM�V��n51+nGr�VnJW JNtW.y��^—BIn Pb�m am Wlp'®^Om'v�yOma BU OLOMO/Lo 11 'uM011091011 d3l1 +We Ywoll�inm P®OVCIw IwJ W V�Pw FW 1A cony 04.cwtl W IcN 4.w•M W W4��ed�SlMa9eJ Wln 4lpF�c�WCU 6LlES iN UmpeW WHO nu3u0[I[BS'WRWI9cU conlW WnM 9VlW Vaan� _.- _._~ .n ay�a locum•Wx�a r nw�m�.wne pw.s we'+ru�o keno W a Mw �W �nwnw AeM U—aw3 SO l 'rural•�cAW BV!wlau a�npuF VIM vmq a41N u6cm+1J.'einF'n�R R�^b W M PN ugcAC iooy W Fni W _— — -__ &ucq WWWUCd WC Ye�edimO inl C1%VOdeiquuBCZV B4NM W1"�M'+V lm�maM W1n^WVA�bF�FCP ppy o6ejeE) punwesoa yax q cic+4c u6cep M^PM�n eaS '�cP Buglrq W N wal Pncec W P nelcy dRln9 N W! nV nl4nmoCwm Buprp MOV!wVO wrerro are cncmF CCeVI'AYIO WVlEWIO JH3w3.TIld SS(IMltl SI � I l III � F I y i I ' r All _ - — // // 9 I m L�91 C V a U I V H ��1• O � � > m O I % � o f H h a 1 Q> K Q K m W >>>> m m I R b Wm m a a I Ivaely m I i s E O ° OH I hie a � i� a "d H I mmmmm x T!w W CS JJ a a a a N O a N a a a � au a � x' z a' o Keymark Page: 1 x " a - -- 2 n, Xl a a w 1 - - 6H N r r a a a 7'Id Z ZO cn S VY Y a r� I I z x g _ Ald z - Tx r' T su!APOH`dnodmau.Nrsa(l qr�'1' ��aoevc nuos_� i ",Ovl T x �A =00T :aseazz)ul UOT�eL Cj p9gvaodaoout 3sd 05 :peo'T TeIOL :speo7 SaiIW �?I�I b 3sd 0 :ar.T7 D/g 3sd Ob :anTIJ 3/:L x 3sd 0 :pearl D/e 3sd OT :peaQ 3/1 W O M_ r-i W Q W Q = F � I O O w Q 2 N i N � cn 1 A O O � O v N N �n A Z A N A tiN 1 tl z ; rn 1 z O c xv OiDS, m N rn d N DO p �_ W Z rn A rn 3 1O Dm � � z Z -4 O Svc 3 OD rmn p b w pZrr E E _ A �N m x N N Z r O � O o ❑ v m0 v rn A 0 O j O m rn z O N rn N S m� N vN i? _ D Z ;� O z D' S ti N) ul A = K- rn o v O N mx Z A O va . N D A 6SN m jr_ z m �� N NO =N to G rn N N N� N A No ® Q m ti O _ O O C� 3 O A �Dyz mA-Di rnz m v N 3v N A Z O O C A AA< mzz zv-D D �Sm A rr-A Nd° (,T cn Z"{ A U3 {z 3N D 74% -'Z'- Fl 50460H V-w 30440H 2bba 26" 506g, 506 LL ELI 1: J 11 ill Jill IM Elm A �IMLH T71 Lij ILI r SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: j� Not Applicable ❑ Name of License Holder: �i( l i'l l o s S--) T,- \Aq& License Number _ Address Expiration bate Li Signature Telephone 9.Registered Home Imorovement Contractor: Not Applicable ❑ Company Name Registration Number i,1II , ( (P Address Expiratiori Date Telephone SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affi avit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the but ing permit. Signed Affidavit Attached Yes....... 4 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 agalicable) New House ❑ Addition Replacement Windows Alteration(s) Roofing ❑ Or Doors Accessory Bldg. ❑ Demolition ❑ New Signs [C]] Decks IM Siding[C7] Other[CA Brief Description of Propose l\ Work: � W V,0 C)M S v -0—, Cj.r�l c 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 additio to existing housing. complete the followin : a. Use of building: One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. �� lP Dimensions e. Number of stories? ` f. Method of heating?W w\ 1 A uk" Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction W a acQ �✓���"�� 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 oning regulations? Yes No V su .i I. Septic Tank City Sewer Private well City water ppl y ✓/ SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, �/�f-\l � �. �_ as Owner of the subject property hereby authorize If v coseyyxkKA to act o behal , ' m r i- tive to work authorized by this building pe mit ap lication. `� c Signature-of 1kner Date V,-Q- QV Qxg �c�'�2 as Owner/Authorized Agent hereby declar hat 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. C-1 ( _g � ( ,N, � Print Name I Signature of Owner/Agent 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 Size r�t S 3 O Frontage Setbacks Front Side L:;��' R:� L: R: Rear Building Height 3 Bldg. Square Footage % 9 Open Space Footage % (Lot area minus bldg&paved t U d parking) #of Parking Spaces Fill: volume&Location A. Has a Sp ial Permit/Variance/Finding ever been issued for/on the site? NO (F DONT KNOW ® YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO © DON'T KNOW O YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO G/ DON'T KNOW 0 YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained ® , Date Issued: C. Do any signs exist on the property? YES © 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 IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading, ex ation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. C ` D Department use only jLU I '!City of Northampton Status of Permit. 014 B uilding Department Curb Cut/Driveway Permit ANG Z 2 212 Main Street Sewer/Septic Availability psctric,Plumbing &Gas inspections Room 100 Water/Well Availability Northampton..MA 01060 hampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION This section to be completed by office 1.1 Property Address: i-J a�{ Map Lot Unit 1 Zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: if1 l�r� n C Name nt) ( Curren Mailing Add-rles�s�. `+ _ , �Z Telephone l Signature 2.2 Authorized Aq� t: Name(Prils Current Mailing Address: Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by rmit applicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of U O C) Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) (/J 5. Fire Protection "' Q V 6. Total=(1 +2+3+4+5) '8 Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date 1AC File#BP-2014-1098 ^' APPLICANT/CONTACT PERSON GREGORY QUILL ADDRESS/PHONE 23 E HADLEY RD HADLEY (413)695-4195 PROPERTY LOCATION 105 EMERSON WAY MAP 36 PARCEL 360 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out zn 1 Fee Paid Typeof Construction: CONSTRUCT 2 BEDROOMS ABOVE GARAGE New Construction Non Structural interior renovations Addition to Existing Accessoa Structure Building Plans Included: Owner/Statement or License 105857 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF9RMATION 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 Demolition Delay Si ature 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. 105 EMERSON WAY BP-2014-1098 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 36-360 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-2014-1098 Project# JS-2014-001873 Est.Cost: $81000.00 Fee: $486.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: GREGORY QUILL 105857 Lot Size(sq. ft.): 14549.04 Owner: SCHALET BENJAMIN Zoning: Applicant: GREGORY QUILL AT. 105 EMERSON WAY Applicant Address: Phone: Insurance: 23 E HADLEY RD (413) 695-4195 WC HADLEYMA01035 ISSUED ON:412512014 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 2 BEDROOMS ABOVE 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 Occupangy Occupancy Si nature: FeeType• Date Paid: Amount: Building 4/25/2014 0:00:00 $486.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner