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16A-031 (2) YID ��/�_(/I �r�C• v �/(t"1 2 f �t�f°''rRr}/^+,!': o ��Tflf �''���`�r.:_ .4! t ,�!_!�.—_�'��� _..__...� ��:..9!.fY`_: p�- t/ �T //JJ//jj ��t U i-P-�l �: y�+SJ?t.!.!PI'. I�Gi�r% .'t,:.J - af'�°� ,f ^� �� t ( 2 (,. }? t� � C� �( �,�✓ly, Il'' DX F tit, , . z r k C / t / rr e , ~ �:-i..�_: �, i4..:�.. r !E`G'=. ,,;!! �„ �° .:t.. ,• �Y_'/� „i/)�/�.(7/".;f C w�-�--Z �`E.':�. ` fi !f!.s"Sri .r. City of Northampton Building Department Plan Review 212 Main Street f _ r�Frr+,�✓.l'yJM 1l✓f �. �C.�F .fL'.... Ff./l.l'1.!,'.:- Northampton, MA 0�1060� Li I M , r ! ?o� / 73) e v ' /I A)(!?A 6c:.Je- ` I t 1 � 1 , j i -e- r�, - 3 � ce , r1l.L ' 4� 6 �V al/�� L11111111 II111111 mull 2014 82 Bk: 11744Pg:24 Page: 1 of 1 RESTRICTIVE COVENANT Recorded: 09/05/2014 11:44 AM KNOW ALL MEN By THESE PRESENTS That Mark and Ann-Marie Moggio, owners of real estate at 445 Spring Street in Leeds MA 01053, more particularly shown as "Plan of land in Northampton, MA Surveyed for Mark A. Moggio" dated January 14, 2002, Heritage Surveys, Inc. Recorded with the Hampshire Registry of Deeds in Plan Book 195, Page 34, hereby Covenant and Agree that "The accessory structure at 445 Spring Street in Leeds, MA 01053 will be used as a pool house. It will not be used as a dwelling unit or sleeping space without first obtaining a special permit from the Zoning Board of Appeals." Executed as a sealed instrument this L�r�' day of September, 2014. Mark A. Moggio Date e Ann-Marie Moggio Date ATTESA� �/���['��f���p�7 a REGISTER T, �.t3.SYLr L7A1S11J� 9 WARY LBERD �� ----_ i Type - -_ - - it Qty I Y I Job Reference o tional Job Truss Truss T Q PI Bozo's Pool House ) 110607276 - T01 - --- - iATTIC -118 - 1I 4�-0 7-10 4 10-5-9 i 13-0-0 ID D5RRM MgZ+nar18 1312Ewg 9 I -F7phD-OY2wnZ9GpULhF91 26-030U4Vfc2wDlFfpz Page m if UFP Belchertown,LLC,Plant 221 , 7.250 s Jan 10 2 3 -4 I 4-40 364 275 2-67 2167 275 6 4-4-0 0 Scale=1:41.3, 44-- 5 3x4= 3x4= YV 6.50 1' x4 12 2 ,-' 4 �" 19.x°" ..,6 2x4 3 2x4 II 7 21 20 - 9 T1 3A 3x6 8 2 ! �- LS \ i 44 18.rL 15 13 12 10., 16 t4 4x4 0 17 3x4 5x12 MT18H-- 3x4 = 11 4x4-: 4x4 2-6-0 44-0 7104 18-1-12 21-6-0 23-6-0 26-0-0 2-6-0 1-10-0 3-64 -_ 10-3-8 3-6.4 1-10-0 2-6-0 Plate Offsets(X Y)L.j A 3-12,0-2-0 _ - -- - - - MT18H GRIP 4 -- -- -- Plates Increase 1.15 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft Ud PLATES GRIP TOLL 65.0 TO 0.81 Vert(LL) -0.3913-15 >650 240 MT20 197/144 (Roof Snow--65.0) Lumber Increase 1.15 BC 0.61 Vert(TL) 0.50 13 15 507 180 TCDL 10.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.03 11 n/a n/a BCDL 10.0- Code IBC2009/TPI2007 (Matrix) 1 Wind(LL) 0.08 15 >999 360 1 Weight:134 lb FT=4% LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc puriins. BOT CHORD 2 X 6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SPF Stud JOINTS 1 Brace at Jt(s):19 - - - - Mw iTek recommends that Stabilizers and required cross bracin g be installed during truss erection,in accordance with Stabilizer Installation guide_- REACTIONS (lb/size) 17=2560/(0-3-8+bearing block) (req.04-1),11=2560/(0-3-8+bearing block) (req.0-4-1) Max Horz 17=171(LC 7) Max Upliftl7=-192(LC 8),11=-192(LC 9) Max Grav17=2597(LC 2),11=2597(LC 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-182/571,2-20=-2567/261,3-20=-2328/265,3-4=-2192/329,4-5=-367/129,5-6=-3671129,6-7=-2192/329,7-21=-23281265, 8-21=-2567/261,8-9=-182/571 BOT CHORD 1-18=-356/201,17-18=-356/201,16-17=-125/1533,15-16=-125/1533,14-15=-02/2047,13-14=-02!2047,12-13=-78/1533, 11-12=-78/1533,10-11=-356/201,9-10=-3561201 WEBS 419=-1902/280,6-19=-1902/280,3-15=0/415,7-13=0/415,2-15=-65/860,8-13=-66/860,5-19=0/124,2-17=-3090/464, 8-11=-3090/464 NOTES 1)2 X 6 SPF 210OF 1.8E bearing block 12"long at jt.17 attached to front face with 3 rows of 10d(0.148"x3")nails spaced W o.c.12 Total fasteners.User Defined Bearing crushing capacity=425psi. 2)2 X 6 SPF 210OF 1.8E bearing block 12"long at jt.11 attached to front face with 3 rows of 10d(0.148')x')nails spaced S'o.c.12 Total fasteners.User Defined Bearing crushing capacity=425psi. 3)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 4)TOLL ASCE 7-05;Pf=65.0 psf(flat roof snow);Category II;Exp C,Partially Exp.;Ct--1 5)Unbalanced snow loads have been considered for this design. 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-19,6-19 10)Bottom chord live bad(30.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.13-15 11)One H4 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)17 and 11. 12)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIlTPI 1. 13)Attic room checked for 0360 deflection. LOAD CASE(S)Standard Fob Truss Truss Type Qty Ply Bozo's Pool House 1110607278 iTOIGE GABLE 1 1 - - _ Job Reference o tional ---- -- - - - - - - --- ---ID:DPRM - .25 - J-1 ( n )--- - --- UFP Belchertown,LLC,Plant 221 � 7.250 s Jan 10 2011 MiTek Industries,Inc. Man Jun 13 14:50:13 2011 Page 1! 1MgZ_Ynar MK38OEwgz9?In�JN3QWeApDvQnPOgvPnOr_eJBTzpEEQCktipBGz6gmO 7-10-4 13-0-0 18-1-12 _ _26-0-0 _- 7-10 - 5-1-12 ---} - 5-1-12 7-10-4 Scale=1:41.11 4x6 I 7 I } 6 8 6.50 112 5 9 - TT � � � 3 / T$ Ti TA �uT� _\;, 12 2 , III 4T i j it sT�1'.-, S Tl -e�-- - --- t}I }' ----1 - - ]I - 'lez- - a 3x4 25 24 23 22 21 20 19 18 17 16 15 14 3x4 4x4 7-104 18-1-12 26-0-0 I 7-10-4 - ----- - - 10_3_$ LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/deft Ud PLATES GRIP TCLL 650 (Roof Snow--65.0) Plates Increase 1.15 j TC 0.07 Vert(LL) n/a n/a 999 MT20 197/144 Lumber Increase 1.15 BC 0.06 Vert(TL) Na n/a 999 TCDL BCLL 10.0 WB 0.30 Horz(TL) 0.00 13 n/a Na - Re Stress Incr YES (Matrix) Weight:145 lb FT=4% BCDL - 10.0 ! LUMBER IBC2009/TPI2007 ---- - - - - -- ---- - - _ _ LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. I BOT CHORD 2 X 6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2 X 4 SPF Stud - -- g MiTek recommends that Stabilizers and required cross brawn be installed during truss erection,in accordance with Stabilizer Installation wide. REACTIONS (lb/size) 1=229/26-0-0 (min.0-6-14),13=229/26-0-0 (min.0-6-14),20=287/26-0-0 (min.0-6-14) 21 335/264)-0 (mm 0-6-14) 22-340/26-0-0 (min.0-6-14), 23=350/26-0-0 (min.0-6-14),24=290/26-0-0 (min.0-6-14),25=497/26-0-0 (min.0-6-14),19=335/26-0-0 (min.0-6-14),17=340/26-0-0 (min.0-6-14), 16=350/26-0-0 (min.0-6-14),15=290/26-0-0 (min.0-6-14),14=497/26-0-0 (min.0-6-14) Max Horz 1=171(LC 7) Max U pliftl=-23(LC 6),21=-34(LC 8),22=-57(LC 8),23=-53(LC 8),24=-44(LC 8),25=-78(LC 8),19=-29(LC 9),17=-59(LC 9),16=-53(LC 9),15=-44(LC 9),14=-77(LC 9) Max Grav1=229(LC 1),13=229(LC 1),20=287(LC 1),21=473(LC 2),22=480(LC 2),23=416(LC 2),24=290(LC 1),25=497(LC 1),19=473(LC 3),17=480(LC 3), 16=416(LC 3),15=290(LC 1),14=497(LC 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-163/92,2-3=-145/96,3-4=-132/103,4-5=-157/109,5-6=-162/169,6-7=-163/212,7-8=-163/212,8-9=-162/169, 9-10=-157/106,10-11=-132/46,11-12=-145/30,12-13=-161/53 BOT CHORD 1-25=-11/118,24-25=-11/118,23-24=-11/118,22-23=-11/118,21-22=-11/118,20-21=-11/118,19-20=-11/118,18-19=-11/118, 17-18=-11/118,16-17=-11/118,15-16=-11/118,14-15=-11/118,13-14=-11/118 WEBS 7-20=-248/0,6-21=43 317 0,5-22=-441/114,4-23=-371/105,3-24=-272/96,2-25=-399/137,8-19=433/70,9-17=-441/114, j 10-16=-371/105,11-15=-272/96,12-14=-399/137 i NOTES 1)Wind:ASCE 7-05,100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=65.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1 4)Unbalanced snow loads have been considered for this design. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)One H4 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)1,21,22,23,24,25,19,17,16, 15,and 14. 11)This truss is designed in accordance with the 2009 Intemational Building Code section 2306.1 and referenced standard ANSUTPI 1. 12)Attic room checked for U360 deflection. LOAD CASE(S)Standard III The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations C 1 Congress Street, Suite 100 Boston,MA 02114-2017 ' www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): 3 Address: /9. 6c* 62 City/State/Zip: 0/o76 Phone #: V13-6,9_5- 7,057 Are you an employer? Check th propreate box: Type o f project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I �--,�mployees (full and/or part-time).* have hired the sub-contractors 6. New construction 2.L!d 1 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. E] 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 o workers comp. right per y � ' ht of exemption MGL p 12.❑Roof repairs insurance required.] t c. 152, §](4),and we have no 13.0 Other employees. [No workers' 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. lContractors 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. Lie. #: 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 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: Date: Za/ 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#: SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: License Number Address E)Oiratigfi Date y/3 - 675- -20 9 Signature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ Company Name Registration Number 4 76 Address Expip(ati96 Date Telephone Yl3'675- SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellin s of, n (1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a licenspfroviided 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/sh sides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached ctures accessory to such use and/or farm structures.A person who constructs more than one home in a two-v veriod shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a fo cceptable to the Building Official,that he/she shall be res onsible for all such work performed under the build' a=mit. As acting Construction Supervisor your presence on job site will be required from time to time,during and upon completion of the work for which this pernut is is d. Also be advised that with reference to Chapt 52(Workers'Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in ath)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for �uurfifies r this permit. The undersigned"homeowner and assumes responsibility for compliance with the State Building Code,City of Northampton Or finances, to 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 1711 Accessory Bldg. Ef Demolition ❑ New Signs [O] Decks (Q Siding[E--3] Other[DJ Brief Description of Proposed Work: Ae,-Z/ 241 x & 1.A Alteration of existing bedroom Yes No Adding new bedroom Yes ✓ No Attached Narrative Renovating unfinished basement Yes _yNo Plans Attached Roll -Sheet 6a,If New house and or addition to existina housing. complete the following: 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. Dimensions 2 y K �b e. Number of stories? ! vv f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction 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 212!2 L- k. Will building conform to the Building and Zoning regulations? y—Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I X /'1 494 M 06 6/0 as Owner of the subject property hereby authorize to act on,"ehalf,in all tte elative ork authorized by this building permit application. C-/ Imo.. _ X -qlvlq Signature of Owner P Date as Owner/Authorized Agent hereb Clare th 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. Print Name Signature of Ow 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 Frontage 75 f 75' Setbacks Front —6251 Side L: R: L:05' R: I 72 1 Rear 60' Building Height J� Bldg.Square Footage 0 3$� Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO (5 DONT KNOW ® YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO V DONT KNOW Q YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained 0 , Date Issued: C. Do any signs exist on the property? YES O NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES ® NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,ex vation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES ® NO t.J IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only City of Northampton Status of Permit: Department Curb Cut/Driveway Permit ain Street Sewer/Septic Availability ' I Om 100 Water/Well Availability. Q � SEP p 201�ort� ton, MA 01060 Two Sets of Structural Plans Electric Piumbin hone 413- - 240 Fax 413-587-1272 Plot/Site Plans Northampto&Gas InsPectio Other Specify APPLICATION TO CON ,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 llys Map Lot Unit Zone Overlay District t l©6 Z Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2�& .j11Owner of Record: / 4'4l /��////m� K pi O. ,/�'�c G a/2`7 "' !"�al�'G/Y!�•. �i'f/>�' O� �/Z. Nam t) UU Current Mailing Address: Telephone Signature CNN 2.2 Authorized Agent: Name(Print) r Current Mailing Address: 01 /3 60 6 -7a5 7 Signature Telephone SE ION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building /G OOri 4047 (a)Building Permit Fee 2. Electrical oa (b)Estimated Total Cost of O. Construction from 6 3. Plumbing �Q o• Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) &0.110 Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0273 APPLICANT/CONTACT PERSON EDWARD RICKEY ADDRESS/PHONE P O BOX 62 WILLIAMSBURG (413)695-7059 PROPERTY LOCATION 445 SPRING ST MAP 16A PARCEL 031 001 ZONE URA(100)/WSP(98)/WPLZ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out On Fee Paid oFr�w SIC) Typeof Construction: CONSTRUCT 24 X 16 POOL SHED W/BATHROOM New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 96159 3 sets of Plans/Plot Plan THE FO WING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF MATION 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 e 1' ' Delay gnature of Ifuilding bfficial 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. 445 SPRING ST BP-2015-0273 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 16A-031 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: shed BUILDING PERMIT Permit# BP-2015-0273 Project# JS-2015-000516 Est.Cost: $13800.00 Fee:$76.80 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: EDWARD RICKEY 96159 Lot Size(sq.ft.): 153113.40 Owner: MOGGIO MARK A&ANN-MARIE Zoning: URA(100)/WSP(98)/WP(0)/ Applicant. EDWARD RICKEY AT. 445 SPRING ST Applicant Address: Phone: Insurance: P O BOX 62 (413) 695-7059 WILLIAMSBURGMA01096 ISSUED ON.•911 012 01 4 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 24 X 16 POOL SHED W/BATHROOM 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 9/10/2014 0:00:00 $76.80 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner