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29-090 KeyBuild StructureT1 2.207-14 rich denno-Level 5 12-5-06 kmBeamEngine 4.416n 10:30am Materials Database 579 2of2 Member Data Description: CalcB3 Member Type: Beam Application: Floor Comments: Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: NBC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 7.1 PLF DOL: 100% Filename : UNKNOWN Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform (PLF) 0' 0.00" 2' 2.50" -60 0 115% Replacement Uniform (PLF) 0' 0.00" 2' 2.50" 600 185 100% Replacement Uniform (PLF) 2' 2.50" 8' 3.00" -60 0 115% Replacement Uniform PLF 2' 2.50" 8' 3.00" 600 185 100% 8 3 0 8 3 O Bearings and Reactions Input Minimum Worst Case Location Type Length Length Total 115% 100% Dead Total 1 0'0.00" Wall N/A 1.50" 2984# -245# 2444# 785# 3229# 2 8' 1.75" Wall N/A 1.50" 2984# -245# 2444# 785# 3229# Design spans 8'1.75" Product:1 3/4x71/4 Versa-Lam SP 2.0-3100 2 ply Component Member Design has Passed Design Checks`* Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 6574.'# 8377.'# 78% 4.07' Total load 100% Negative Moment 438.'# 9634.'# 4% 4.07' Total load 115% Negative Unbrcd 438.'# 8945.'# 4% 4.07' Total load 115% Shear 2749.# 48211 57% 7.74' Total load 100% LL Deflection 0.2674" 0.2715" U365 4.07' Total load 100% TL Deflection 0.3532" 0.4073" U276 4.07' Total load 100% Control: LL Deflection Manufacturers installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners � Copyright(C)1989-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. Passing is defined as when the member,floor joist,beam or girder,shown on this rawing meets applicable design criteria for Loads,Loading Conditions,and Spans fisted on this sheet.The design must be reviewed by a qualified designer or design rofessional as required for approval.This design assumes product installation ccording to the manufacturer's specifications. KeyBuildstruotnreTm2.20 rich denno-Level 5 12-5-06 kmBeamEngine 4.416n 1 0:3 Materials Database 579 f 1 o of 2 Member Data Description: Ca1cB1 Member Type: Beam Application: Floor Comments: Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: NBC Live Load: 0 PLF Deflection Criteria: U360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 7.1 PLF DOL: 100% Filename: UNKNOWN Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform (PLF) 0' 0.00" 5' 7.50" 330 0 115% Replacement Uniform (PLF) 0' 0.00" 5' 7.50" 211 274 100% Replacement Uniform (PLF) 5' 7.50" 8' 3.00" 330 0 115% Replacement Uniform PLF 5' 7.50" 8' 3.00" 211 274 100% 8 3 0 y � r 8 3 0 Bearings and Reactions Input Minimum Worst Case Location Type Length Length Total 115% 100% Dead Total - 1 0'0.00" Wall N/A 1.50" 3349# 1345# 860# 1146# 3349# 2 8' 1.75' Wall N/A 1.50" 3349# 1345# 860# 1146# 3349# Design spans 8'1.75" Product:1 314x7 114 Versa-Lam SP 2.0-3100 2 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 6819.'# 9634.'# 70% 4.07' Total load 115% Shear 28521 55444 51% 0.01' Total load 115% LL Deflection 02411" 0.2715" U405 4.07' Total load 115% TL Deflection 0.3664" 0.4073" U266 4.07' Total load 115% Control: TL Deflection Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners Copyright(C)1989-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. 'Passing is defined as when the member,floor joist,beam or girder,shown on this swing meets applicable design criteria for Loads,Loading Conditions,and Spans fisted on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturers specifications. BO�$E" Single 9-1/2" AJSTm 20 MSR JoisttJ01 BC CALC®9,.3 Design Report-US 2 spans I No cantilevers 10/12 slope Wednesday,November 29, 2006 08:41 Build 057 ` 16"OCS I Repetitive I Glued&nailed construction File Name: BC CALC Project Job Name: Rich Denno Description: J01 Address: 30 Briarwood Specifier: City, State, Zip: Northampton, MA Designer: JT Customer: Company: Rugg Building Solutions Cade reports: ESR-1144 Misc: 12-00-00 12-00-00 B0,2-1/2" 131,3-1/2" B2,2-1/2" LL 284 Ibs LL 790 Ibs LL 284 Ibs DL 61 Ibs DL 198 Ibs DL 61 Ibs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description _ Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf. Area(psf) Left 00-00-00 24-00-00 40 10 16" Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 846 ft-Ibs 24.9% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -1171 ft-Ibs 34.5% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 332 Ibs 29.0% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 968 Ibs 33.1% 100% 1 1 -Right particular application.Output here based Cont. Shear 484 Ibs 41.7% 100% 1 1 -Right on building code-accepted design properties and analysis methods. Total Load Defl. 01647 (0.086") 14.6% 14 1 Installation of BOISE engineered wood Live Load Defl. U1902 (0.075") 25.2% 14 1 products must be in accordance with Total Neg. Defl. -0.02" 4.0% 16 1 current Installation Guide and applicable Max Defl. 0.086" 8.6% 14 1 building codes.To obtain Installation Guide Span/Depth 15.0 n/a 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER0,AJSTM, Bearing Supports Dim.(L x W) Value Support Member Material ALLJOISTO,BC RIM BOARD-,BCI®, BO Wall/Plate 2-1/2"x 2-1/2" 346 Ibs 13.0% n/a Spruce-Pine-Fir BOISE GLULAMTM SIMPLE FRAMING B1 Beam 3-1/2"x 2-1/2" 988 Ibs 26.6% n/a Spruce-Pine-Fir SYSTEM®,VERSA-LAMS+,VERSA-RIM B2 Wall/Plate 2-1/2"x 2-1/2" 346 Ibs 13.0% n/a Spruce-Pine-Fir PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.G. Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(0480) Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23132"thick sheathing glued and nailed to joist. R 'age 1 of 1 t a r k r 9 Nk- a -492 - - 14' - - 57-- --- 9'1 _ - - 11'6 i I BATH ( m j CLOSET ���5—��JO[V1 I 1 � i I f ' L - -.-_. I f �tes=r a I CLCSE� N ELL cv MASTER BDRM t I ; f I t i I i V CLOSET BEDROOM I j I ' � � I i -- - ------- ------- -------- ----- ------ --- ----------- ------------------- --------- -------- 7------------------------------------------------ I GG h. 1T1 _ _ 8' 36 .,j 117 LIVING AREA _ - - - -- 10<4V2q ft ia o Y•� �, . 40' 177 11'3 11'2 90 BATH BEDROOM jl 04 f UP BEDROOM LIVING AREA -UP-- 42 sq ft 7'6 T6 6'1 7'5 LIVING AREA 28'6 960 sq ft 11'6 40' D✓ 1" + XA ry 4, LAlq 40' ----- --- -------------------------------- ------------- ---------400( --------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------ ------------ ,4,Y8 CIA cl, --------------------- ———----------------------------------------------------------------------------------------------------------------------------- ---------- -------------------- -- ----------------- -—--------- - ------------- ------------------- ------------------------------------------------------------ 40' 4 a t • t 40' 13'11 57 11'5 co I BATH ^° CLOSET BEDROOM CLOSET CLOSET Los - ------- ----- — —- 4- C ET ..____-._ ___--. __. __ _____. ____ .. - ,� N N _ N MASTER BDRM — CLOSET BEDROOM AI 17' 8' 3'6 11'6 LIVING AREA 10240'sq ft C,.rJ� Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Rangeff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Page 4 of 4 Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Page 3 of 4 REScheck Software Version 3.7.3 Inspection Checklist Date: 11/06/06 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity+R-1.0 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts shall be insulated per Table J4.4.7.1. Duct Construction: ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: ❑ Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Page 2 of 4 Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Report Date: 11/06/06 Data filename: Untitled.rck Energy Code: Massachusetts Energy Code Location: Northampton, Massachusetts Construction Type: 1 or 2 Family, Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 5% Heating Degree Days: 6404 Construction Site: Owner/Agent: Designer/Contractor: Ceiling 1:Flat Ceiling or Scissor Truss: 1200 30.0 1.0 41 Wall 1:Wood Frame, 16"o.c.: 1120 19.0 1.0 64 Window 1:Vinyl Frame:Double Pane with Low-E: 60 0.310 19 Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specifi in ections 780CMR 1310 and J4.4. Builder/Designer Company Name Date Page 1 of 4 11-I�0 IIf �QL'�IIc3111i1f0I1 _ i � �•,�� DP3'ARTMEN? OF IIUILJI�C INSPc�10«S � ! ! 212 )4zin SLrccL Municipal Building L � j ! 1:.SPC-CTp2 Northnmptoi, )\bits. O10GO Square Footage AffK>unt Basement _ $_15 lsc Flaor @ $, o 2nd Floor @ , -30 /6� go 1/? Floors, Attic. Garage .$_j_5 Decl: Porches $_ TG__s ;iV �. j4� 40' 13'11 57 9'1 11'5 "I m BATH °° BEUOOM CLOSET � CLOSET CLOSET �G E _ .CLOSET N N N MASTER BDRM co F CLOSET BEDROOM —-- 17' 8' 3'6 ': 11'6 LIVING AREA 10240'sq ft 40' BATH BEDROOM N 61 u I p Li L BEDROOM I-----up-- 28'6 LIVING AREA 96(40'q ft 1441 i Brockway-Smith Company ` www.brosco.com a A A - � ^ate 7"t �.` C� z ANDOVER, MA 01810 COXSACKIE, NY 12051 HATFIELD, MA 01038 PORTLAND, ME 04103 146 Dascomb Road Hudson Valley Commercial Park 125 Chestnut Street 203 Read Street 1-800-222-7981 1-800-222-7303 1-800-922-0191 1-800-442-6734 Fax: 1-800-242-4533 Fax: 1-800-222-7304 Fax: 1-800-922-0296 Fax: 1-800-443-0331 t 0 R e CriN Ulf 'Nar#Ilalliptoll = �asaachnsctta DEPARTMENT OF BUILDD\'G INSPECTIONS 212 Main Street ' Municipal Building Northampton, Mass. 01060 WORKER'S COMPENSAT'ION INSURANCE A =' AVIT (liccn�*Pc�=tt=) with a principal place of business/residenc�at`. � P✓vh_--->„_. 72.� �7� �?a�Sl d/�,( 2 (Phonei.`).__�4- (mt"t�city/��aP) do hereby certify, under the pains and penalties of perjury, that: O I am an employer providing the following worker's compensation coverage for my employees worming on this job: (Insurance Corapan,) (POLIO Number) (Expir-ation Date) ( ) I am a sole proprietor, general contractor or homeowner (circle one) and have hired the contractors Listed below who have the following worker's compensation policies: (Name of Contractor) (Insurance Compan}•/Pobicy Numhcr) (Expiration Date) (Name of Contractor) (Inswance CompanyPolicy Number) (Expiration Date) (Name of Contractor) (Insurance Compauy/Pohcy NumNu) (Expiration Date) (Name of Contractor) (Insurance Company/Policy Number) (Expiralion Date) (enich additionl shod if noocaary to ioclodc informaIIoa perudning to all oovlradn a) I am a sole proprietor and have no one work-ng for me. ( ) I am a home owner performing all the work myself. NOTE:picaae be aware that wbilo homeowners who employ pawns to do M2 rMC03 UCC conarucxioo or repair work oa a dwelling of not mote than throe tarts in which the homaowncr raids oc oa the pounds appurtcnarll thcuo arc not gaocrvlly oocmdcrcd to be employm under the wocicrts oempc s4oa Act(GL15243 1(5)1 application by a homcowna for a bc=c or pa-mil may cvidmm the Iogal manta of an employer under din Workmet Compam Lion Act l understand that a oopy of this ruttiness may be forwarded to tho DcQartmm2 of lndzitrial A.&-&OfSoc of lm+u•ooe for tha oovmrbc vcrificsiioa and that f_ilurc to&taut:oovcrW under Section 25A of MOL 152 can Icad to the impos oa of aYimussl pcnaW- comisting of a fine of up to S 1.500.00 and/or impriso® of up to ornc year tod civil pcmltio in the form of a Stop Work Ordcr and a find of S 100.00 1 day against mc. For dcpartmwnW uac only Permit Number Mapes Lot Signatnrc of Liccusce/Pcn3iAtce e SECTION 8-:CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder License Number Address / Expiration Date Signature Telephone Y Not Applicable ❑ Company Name Registration Number Address Expiration Date 166 0-C4 t,-t, /w eKf eaI6`a Telephone SECTION 10 WORKERS'.COMPENSATION INSURANCE gFfIOAVIT,,,(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...... ❑ ME 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 te 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 a SECT! N 5 -D'ESCR!R ON OF.PROPOSED. d y check.all Iicable New House ❑ Addition Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition❑ New Signs [ ] Decks [ ] Siding[ ] Other [ ] Brief Description of Proposed Work: do�JO� .2A � f-lik 1' Alteration of existing bedroom Yes No Adding new bedroom Yes No ` Attached Narrative❑ Renovating unfinished basement Yes No Plans Attached Roll ❑ - Sheet❑ I &Iii h 1 1 1 Mtt ''e 17 a. Use of building : One Family_1,ol Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? -S i d. Proposed Square footage of new construction.—/W10 t1f Dimensions :!�y ' e. Number of stories? f. Method of heating? O A Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Mascheck Energy Compliance form attached? h. Type of construction 4)o°111 i. Is construction within 100 ft. of wetlands? Yes J.," No. Is construction within 100 yr. floodplain Yes rl 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 QWNER AUTHORIZATION TO BE GO PLE ED WHEN +DWNI=125 AG Te012.CON7 AGTbR A�PL11*S I OR 11 1 00 IT , Itb,& Z'V A4-cw.r as Owner of the subject property hereby authorize 20',-4 !Z.l�h� to act on my behalf, in all matters re tiv to r uthoriz by this building permit application. Sig re of 0 er 1 Da e as Gvv e-/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. L� zt.hh ,0 Print Name Signature of Comer/Agent Date Section 4. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage ! [ Setbacks Front 3 Side L: 7 R: L:j R:_ Rear / 1.0 , �P. /, 20 Building Height 145 Bldg.Square Footage ` a o �L® Open Space Footage % (Lot area minus bldg&paved 0 parking) #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO )< DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES / IF YES: enter Book Page and/or Document # B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 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: .w • -- ity of Northampton r, llilding Department '212 Main Street LCC6 Room 100 NOV ' $ Nort iampton, MA 01062 phone 41.3-587-1240 Fax 413.587-1272 APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 51 f E TNF"4RMA710N ' Y 1.1 Property Address: ja 72�y/yd e,&l®0a/ SECTION 2 PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: /t-//A V 1 Q &. ,r&Z Name(Print) Current Mailing A dress: Telephone Si ature 12 Aut orized Agent: Name(Print) Current Mailing Address: �� .ST4- C Signature Telephone °SECT$ION 3�'�E5'T"IfIVIATE�i�ONSTRt7�TJON.005'f'S" Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estl Total Gall"structi©n from 3. Plumbing Budding"POrn;AV 6 4. Mechanical (HVAC) 5. Fire Protection 6. Total =(1 + 2 + 3 +4+ 5) 4a" Check This'"sect on, or',Official nlyr Building Permit Number:" Date.Issued " Signature uiicfing rr€�§5 loner/L spec#or of lldi gs Date File#BP-2007-0537 APPLICANT/CONTACT PERSON RICHARD DENNO ADDRESS/PHONE 551 FLORENCE RD FLORENCE (413)584-0852 PROPERTY LOCATION 30 BRIERWOOD DR MAP 29 PARCEL 090 001 ZONE URA 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: CONSTRUCT 2ND FLR ADDITION Q BEDROOMS&BATHS_ New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 066189 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION 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 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. R�f ,I " j "3 ` sH ,� t a' £ m O a r r a ,. a. e r r . fi .;v 7 �i a r k,s ¢ a S� a P tt 11 1 n n ; 2 1 � ' � � t r ` h 11 art�x `x �`i ,. 5='4'` x, `' _ u. .k m t �a� �� r � �;� Y 'er ( s'�`' ' } ;' $ ;� ? ,� lllll�,& -�wE�..3f, ,w"�. .. ° t "'fir `,4+ �' '` 'a a. ?.I'll � cxa ,, t s 11 'm 3 k- �i k J " . Mkt '4a '' s h 3 s�x:. n e � ' t c y _ '��� " , :' � I m , _� , �, , ,r r � :. � xa „ ' vk -I - ak, v a 7� -tea _ jlll��` # � � akg tk % r, 3 � 1 � r r "I' ? er a § w 11 z' p ' j : ' ^" s ",ly,gt � .€w "k� r s r r�'' ."t s a q z a y sr � p�5i'r,U'3' i f'° a,C�€ ""r k k} �i� +.S' �+3 �S �' .: c t - _yi4 n5�p 5_ A�"_-,i mi I:,;�:;_'�.,:i" , � � :, I I T �" i` 11 A#C 3 F' _ - x .'w ..i 4aIk6,nAL"is...+-.YM 13 «uuLl+._.x,»... a.pwy ,.�,rw i 11�' �; i >i. `s k , � �- a -11 r '.1 „rt `�'�< r � � r 2^i za rtr T d 9 f 7 }{� h'r'- .kk.'l '� 5$ '� i;j {{,,1- , 11`a a -x"s t ,a 1183+ a 3 3 x s ^ fit.1-1 1i F t"S .: r” 2 �' k z 30 BRIERWOOD DR BP-2007-0537 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:29-090 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL e.142, Category BUILDING PERMIT Permit# BP-2007-0537 Project# JS-2007-000781 Est.Cost: $88940.00 Fee:$306.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: RICHARD DENNO 066189 Lot Size(sq. ft.): 17293.32 Owner: ZAIKOWSKI MICHAEL C&GINA M Z,omng URA Ap�Iicant: RIC-HARD DENNO AK,-._3q BRIERWOOD,!?R Applicant Address Phone: .Insurance: 551 FLORENCE RD (413) 584-0852 FLORENCEMA01062 ISSUED ON.121612006 0:00:0p TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 2ND FLR ADDITION (3 BEDROOMS & BATH) POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: s: Footin . g Rough:,.,-, �, i Rough: House# Foundation: _ ' Drlve� l�iti�l: ` Final: Final: S Rough Frame: C9 '7-&,&7 Gas: Fire Department Fireplace/Chimney: � Insulation: �� a �' Y �� — Rou,hrs oil: Smoke: _ Final: eW 5 e'©7 4t4i Final: THIS PERMIT MAY BE tREGULATIONS.OKED BY THE CI Y OF NORTHAMPTON UPON VIOLATI OF ANY OF ITS RULES AN Certificate of Occu anc Si 'nature: FeeType• Date Paid: Amount: Building 12/6/2006 0:00:00 $306.00744 212 Main Street,Pl.one(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo