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02-028 (4) HENSHAW WELLDRILL Fax : 4132964565 Apr 02 '03 16:33 P.02 Sample 010499 HOWAM LABORATORIES OF NEW ENGLAND, INC. 750 North Pleasant Street AmAwst,MA 01002 ,Phone: (413) 549-8260 Fax: (413) 549-1850 MA Lab License: M-00851 WATER ANALYSIS REPORT Analyzed For: Wright BoUders Sample Location= North Farris Road Address: 48 Bates Street Nortiplon,MA 09060 Sampled By: HVW'D Date Sampled. 3128/03 Tel hone: Datc Received: 3/28/03 PARANETER TS LIMITS COMMENTS Total Califorut OK Bacteria 0 100al 0 colonierd 10011 H 6.63 PH u6w 6.5.11.$nK Units OK Maugwese 0.022 mo 0.05 1d1 OK Hardness . 35 m ho swwwo <so solrr >too HARD Couductivi 0.13 ms/em No stume re No SWgwd Chloride 18.8 MSA msn OK luroa 0410 Mg/1 4.3 MW+ OK Sodium 17 1 2H m6n OK Nivate 0.2 mall OK Nitrite 0.003 me 1110 OK Color IT Aco color uaas 15 Ptco 4ca"uoxs Turbldt 5. NCV I NTL1 Rccommen&dons: 5 MXI l.A))EP Inie=retatiens Abget for p Mgked w an asterisk. This sample meets acceptable standw&of pombility for the parameters tested,except for those parameters marked with an asterisk(') Analyst: BO,]B Date: 4/2/03 Checked By- JonAtbA Laboratory- 'ear"- t Apr 15 03 09: 10a DPW 4135871576 p. e Pe,rnlit No. D34-03 CITY OF NORTHAMPTON, MA DV4VEWAY PERMIT Date: 03-10-03 FIB. $25_(1€2 CHECK #: 015101 T14F BOARD,Ott PUBLIC WORKS The undersigned respectfully petitions your honorable body for: Permission to install a driveway at 642 North Farms Road Fifteen (15A foot maxi==width at the street line. Gattp-F o be disturbed. All drainage shall be directed off the driveway surface to adjacent land and not on the existing roadway. Driveway surface to be paved as soon as possible if the grade of the proposed driveway exceeds 34 or trove. Hougowms will be held r�—�any_cost to the City of NortlaamgLzq im the event at a washea of thia driveway. By: Wright Builders 48 Bates Street Telephone#: N©rf hamptc� mA- 01060 413-586-8287 Proposed Location Inspected By: d 3 Gravel Base Grade lnspecWA Hy Final Approval THE BOARD-OF PUBLIC WORKS voted thm petitiarr b-- granted. Gcorge-A Adis Director of Publr Works (SUBJECT TO ATTACHED CONDITION I & 2) cc-HuUding.Inspector Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts 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 Range F 2"Runouts 1"and Less 1.25" to 2" 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, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 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 T or chilled fluids below 55 T must be insulated to the levels in Table 2. MMMMMMMMW Comments: To Garage [ ] 3. Door: Spec 3: Solid,U-factor: 0.140 Comments: Garage to Outside Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: [ ] 2. Floor 2: Slab-On-Grade:Unheated,6.0'insulation depth,R-10.8 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 6.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 6.0 ft. Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,92 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1:Electric Central Air, 12 SEER or higher Make and Model Number 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 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/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,glazing U-factors,and heating and cooling equipment efficiency 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. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Comments: [ ] 9. Window: Spec E copy 1:Wood Frame,Double Pane with Low-E,U-factor: 0.390 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 10. Window: Spec F:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 11. Window: Spec F copy 1:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] ( 12. Window: Spec G:Wood Frame,Double Pane with Low-E,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 13. Window: Spec H:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 14. Window: Spec H copy l:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 15. Window: Spec J:Wood Frame,Double Pane with Low-E,U-factor: 0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 16. Window: Spec K Slider:Wood Frame,Double Pane with Low-E,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 17. Window: Spec K Slider copy 1: Wood Frame,Double Pane with Low-E,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 18. Window: Spec K Slider copy 1:Wood Frame,Double Pane with Low-E,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Skylights: [ ] 1. Skylight: Spec M: Wood Frame,Double Pane with Low-E,U-factor: 0.410 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 2. Skylight: Spec M copy 1:Wood Frame,Double Pane with Low-E,U-factor: 0.410 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 3. Skylight: Spec N:Wood Frame,Double Pane with Low-E,U-factor:0.370 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door: Spec 1: Glass,U-factor: 0.230 Comments: Front Door [ ] 2. Door: Spec 2: Solid,U-factor: 0.140 ow REScheck Inspection Checklist Massachusetts Energy Code RES check Software Version 3.5 Release lb DATE: 03/28/03 TITLE:Northern Woods,Lot 4 Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: [ ] 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-32.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16" o.c.,R-20.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 16" o.c.,R-20.0 cavity insulation Comments: [ J 3. Wall 3:Wood Frame, 16" o.c.,R-13.0 cavity insulation Comments: Windows: [ ] 1. Window: Spec A:Vinyl Frame,Double Pane with Low-E,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 2. Window: Spec A copy 1:Vinyl Frame,Double Pane with Low-E,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 3. Window: Spec B:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 4. Window: Spec B copy 1:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 5. Window: Spec C:Wood Frame,Double Pane with Low-E,U-factor:0.370 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 6. Window: Spec D:Wood Frame,Double Pane with Low-E,U-factor:0.390 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 7. Window: Spec E:Wood Frame,Double Pane with Low-E,U-factor:0.390 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 8. Window: Spec E copy 1:Wood Frame,Double Pane with Low-E,U-factor: 0.390 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Window: Spec J: Wood Frame,Double Pane with Low-E 14 0.360 5 Window: Spec K Slider:Wood Frame,Double Pane with Low-E 33 0.370 12 Window: Spec K Slider copy 1: Wood Frame,Double Pane with Low-E 33 0.370 12 Window: Spec K Slider copy 1: Wood Frame,Double Pane with Low-E 33 0.370 12 Door: Spec 1:Glass 30 0.230 7 Door: Spec 2: Solid 21 0.140 3 Door: Spec 3: Solid 21 0.140 3 Wall 2:Wood Frame, 16" o.c. 573 20.0 0.0 34 Wall 3:Wood Frame, 16"o.c. 200 13.0 0.0 16 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1070 19.0 0.0 50 Floor 2: Slab-On-Grade:Unheated 136 10.8 92 Insulation depth: 6.0' Furnace 1:Forced Hot Air,92 AFUE Air Conditioner 1: Electric Central Air, 12 SEER 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 RES checkVersion 3.5 Release lb (formerly MECchecJ and to comply with the mandatory requirements listed in the RES checkInspection 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 specified in Sections 780CMR 1310 and J4.4. Builder/Desig � ��� Date C Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.5 Release lb Data filename: C:\Program Files\Check\REScheck\Spec House-Lot 4.rck TITLE:Northern Woods,Lot 4 CITY:Northampton STATE:Massachusetts HDD: 6404 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 03/28/03 DATE OF PLANS: 3/6/03 COMPANY INFORMATION: Wright Builders Inc. COMPLIANCE:Passes Maximum UA=484 Your Home UA=410 15.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 294 38.0 0.0 7 Skylight: Spec M:Wood Frame,Double Pane with Low-E 8 0.410 3 Skylight: Spec M copy 1: Wood Frame,Double Pane with Low-E 8 0.410 3 Skylight: Spec N:Wood Frame,Double Pane with Low-E 8 0.370 3 Ceiling 2:Flat Ceiling or Scissor Truss 743 32.0 0.0 25 Wall 1:Wood Frame, 16" o.c. 1080 20.0 0.0 38 Window: Spec A:Vinyl Frame,Double Pane with Low-E 16 0.370 6 Window: Spec A copy 1: Vinyl Frame,Double Pane with Low-E 16 0.370 6 Window: Spec B:Wood Frame,Double Pane with Low-E 27 0.350 9 Window: Spec B copy 1:Wood Frame,Double Pane with Low-E 27 0.350 9 Window: Spec C:Wood Frame,Double Pane with Low-E 8 0.370 3 Window: Spec D:Wood Frame,Double Pane with Low-E 8 0.390 3 Window: Spec E:Wood Frame,Double Pane with Low-E 3 0.390 1 Window: Spec E copy 1:Wood Frame,Double Pane with Low-E 3 0.390 1 Window: Spec E copy 1:Wood Frame,Double Pane with Low-E 3 0.390 1 Window: Spec F:Wood Frame,Double Pane with Low-E 32 0.350 11 Window: Spec F copy 1:Wood Frame,Double Pane with Low-E 32 0.350 11 Window: Spec G: Wood Frame,Double Pane with Low-E 16 0.370 6 Window: Spec H:Wood Frame,Double Pane with Low-E 27 0.350 9 Window: Spec H copy 1:Wood Frame,Double Pane with Low-E 27 0.350 9 04-.02-03 10 :31 RUGG LUMBER HATFIELD ID=413+247+8338 P. 17 Calc Sheet for: WrightNorthernWoods.L06 , S1 Page 2 of 2 connection details and alternatives All product names are trademarks of their respective owners Copyright (C) 1989-2000 by Keymark Enterprises, Inc. All Rights Reserved. 04-02-03 10 :30 RUGG LUMBER HATFIELD ID=413+247+8338 P. 16 C:alc Sheet for: WrightNorthernwoods.1,06 , B1 Page 1 of 2 KeyBuild Structure 04/02/03 Version 2 . 112 (D) 10:07 AM Filename : WrightNorthernWoods.L06 Member Type: Beam f),X4, � . Description: B1 � l � � ! Application: Floor Comments. &?&Afr Lateral Bracing: Continuous Building Code: Other Deck Connection: Nailed Location: Live Load: 0 plf Slope: 6ew ? Dead Load: 0 plf Moisture Condition: Dry DOL: 100% Member Weight: 9. 0 plf Deflection Criteria: L/420 live, L/300 total Non-standard Loads (Uniform loads replace Standard Loads) : Lime Dead Type Begin End Start End Start End DOL Unif. (plf) 0' 5.00" 2 ' 2 . 00" 280. 70. 100% Unif. (plf) 2 ' 2 . 00" 6' 2 .00" 770. 268 . 100% Point (lbs) 2 ' 2 .00" 2756 . 0. 115% Point (lbs) 2' 2 . 00" 1760. 2155. 100% Point (lbs) 6' 2 .00" 1619. 829. 115% XXXXXXXXXXXXXXXXXvXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXv 6'2 .00" Exact Member Length: 6' 2. 00" Reactions with all loads applied (lbs) : 6187. 7754 . Worst case (alternate load analysis) reactions at each support (lbs) : Used for connector/min. bearing design and as a point load on carrying member. 115% 1788 . 2588. 1000 2529. 2803 . Dead 1871 . 2365. Total 6187 . 7754 . Bearing Length: 2. 36" 2 . 02" *k*********de*xl-k***�r*•h***'kkde�r�r******�•*�*•k***�r*#*-k:F***k*** k�rilrk********'k*�r�r** Product: 9 1/2" 2 .0E G-P LAM LVL 2 ply �rtk,r�rlr•k**** k**+k&YrvrYrk4•*****i•*i *•x�tilrh•h**-k**** tt4k***k* F•*;k*:E�•i.: � Mt• Ir•k*******'kyrlr* Allowable Stress Design Actual Allowable Capacity Location Loading Moment 12845. 4 14757 . 1 # 87% Span one Total load 115% Shear 6047 . # 7265. # 83% Span one Total load 115% LL Deflection . 11" . 18" L/683 Span one Total load 115% TL Deflection . 15" .25" L/477 Span one Total load 115% Control: Moment NOTE: Consult Manufacturer' s Installation Guide for multi-ply 04-02-03 10: 29 RUGG LUMBER HATFIELD ID=413+247+8338 P. 11 Calc Sheet for: WrightNorthernWoods.L08 , B3 Page 2 of 2 Allowable Stress Design Actual Allowable Capacity Location Loading Moment 9883. '# 19559. '# 50% Span three Adjacent 2 100% Shear 3570. # 7897 . # 45% Span two Adjacent 2 100 LL Deflection . 17" . 40" L/984 Span three Odd Spans 100% TL Deflection . 24" .56" L/696 Span three Odd Spans 100% Control : Moment NOTE: Consult Manufacturer' s Installation Guide for multi-ply Connection details and alternatives A11 product names are trademarks of their respective owners Copyright (Cy1989-2000 by Keymark Enterprises, Inc. All Rights Reserved. 04-92-03 10 : 28 RUGG LUMBER HATFIELD ID=413+247+8338 P. 10 Calc Sheet for: WrightNorthernWoods.1,08 , S3 Page 1 of 2 KeyBuild Structure 04/02/03 Version 2 . 112 (D) 10: 07 AM Filename : WrightNorthernWoods .LO8 Member Type: Beam Description: B3 Application: Floor comments: / -' Lateral Bracing: Continuous Building Code: Other ���. Deck Connection: Nailed Location: Live Load: 0 plf Slope: Dead Load: 0 plf Moisture Condition: Dry DOL• 100% Member Weight: 11 .0 plf Deflection Criteria: L/420 live, L/300 total Non-standard Loads (Uniform loads replace Standard Loads) : Live Dead Type Begin End Start End Start End DOL Unif. (plf) 0 ' . 00" 2 ' 8. 00" 150, 78 . 100% Unif. (plf) 0 ' .00" 2 ' 8 .00" 210. 98 . 100% Unif. (pif) 2 ' 8 .00" 6' 5. 00" 150. 78. 100% Unif. (plf) 2 ' 8 . 00" 6' 5. 00" 210. 98 . 100% Unif. (plf) 6' 5. 00" 6' 10. 50" 150. 78 . 1000 Unif. (plf) 6' 5.00" 7 ' 7 .00" 210. 98 . 100% Unif. (plf) 6' 10. 50" 13 ' 4 . 00" 68 . 51, 100% Unif. (plf) 7 ' 7 . 00" 11 ' 7 . 00" 210, 98 . 100% Unif. (plf) 11 ' 7.00" 13' 9.00" 210. 98 . 100% Unif. (plf) 13' 4 .00" 18 ' 8 . 00" 210. 98 . 100% Unif. (plf) 13 ' 9. 00" 14 ' 8 . 00" 210. 98 . 100% Unif. (plf) 14 ' 8 .00" 18 ' 8 .00" 210. 98 . 100% Unif. (plf) 18 ' 8 .00" 21 ' 5.00" 210. 98 . 100% Unif. (plf) 18 ' 8 .00" 22 ' .00" 210. 98 . 100% Unif. (plf) 21' 5. 00" 22 ' .00" 210. 98 . 100% Unif. (plf) 22 ' . 00" 23' 11.00" 210. 98 . 100€ Unif. (plf) 22 ' .00" 36' .00" 66. 50. 100% Unif. (plf) 23' 11 .00" 30 ' 1 .00" 210. 98 . 100% Unif. (plf) 30' 1 . 00" 36' . 00" 210. 98 . 100% xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 9110.001" 1212. 00" 14 ' .00" Exact Member Length: 36' .00" Reactions with all loads applied (lbs) : 2374. 2019. 6025. 7710. Worst case (alternate load analysis) reactions at each support (lbs) : Used for connector/min. bearing design and as a point load on carrying member. 100% 1644 . 4459. 5242. 1687 . Dead 701 . 2080 . 2699• 879. Total 2345. 6539. 7941 , 2565. Bearing Length: 3. 02" 1 . 50" 1 . 50" 2. 49" 3. 02 k***+E*+�'+r�* t****+E*'+��r�r*******'h� k 1c:F* F***��*x�c•k**-k**�elkk**-k**** /r�•k k;t*,tk*sFkkk�e*-k Product: 11 7/8" 2 . 0E G-P LAM LVL 2 ply 04-Q2-03 10 : 28 RUGG LUMBER HATFIELD ID=413+247+8338 P. 09 Calc, Sheet for: WrightNortheraWoods.L08 Page 8 of 8 TI, Deflection .03" .23" h/999+ Span one Total load 115% Control: Moment NOTE: Consult Manufacturer ' s Installation Guide for multi-ply connection details and alternatives All product names are trademarks of their respective owners Copyright (C) 1989-2000 by Keymark Enterprises, Inc. All Rights Reserved. 04-02-03 10 : 28 RUGG LUMBER HATFIELD ID=413+247+8338 P• 08 Page 7 of 8 talc Sheet for: WrightNorthernWoods.L08 04/02/03 KeyBuild Structure 10:07 AM Version 2. 112 (D) Filename : WrightNorthernWoods .LO Member Type: Beam Description: B8 Application: Floor Comments: H/// Lateral Bracing: Continuous Building Code: Other Deck Connection: Nailed Location. Wv� Live Load: 0 plf Slope: Dead Load: 0 plf Moisture Condition: Dry DOL: 1005 Member Weight: 9.0 plf klk/k Deflection Criteria: L/420 live, L/300 total Non--standard Loads (Uniform loads replace LStandard Loads Dead Type Begin End Start End Start End DOL Unif. (plf) 0 ' . 00" 0 ' 7 . 00" 246. 0 . 115% 0' 7 .00" 204. 256. 1005 Unif. (plf) 0' .00" 70 0 115% Unif. (plf) 0 ' 7 . 00" 5' 3. 00" 100% Unif. (plf) 0' 7 .00" 5' 3.00" 204. 103. Unif. (plf) 5' 3.00" 5' 10. 00" 246. 0 . 10% " 5' 10.00" 204. 256. ] 0Oa Unif. (plf} 5 3.00 Point (lbs) 0' 7 .00" 409. 320 . 1155 Point (lbs) 5' 3 .00" 409. 320. 115% XXXXXvXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXVXXXXXX A 5' 10 . 00" Exact Member Length: 5110. 00" Reactions with all loads applied (lbs) : 2049. 2049. worst case (alternate load analysis) reactions at each support (lbs) : Used for connector/min. bearing design and as a point load on7ca�rrying member. 115b 716, 597 . 100% 597 . 738 . Dead 738. 2049. Total 2049. [searing Length: 1 _501T 1. 50" **** *******+ti***•*****'k•A**�c*****�*'*-k***'A'********'k�r********+�*****�'+ti*k:F**ic•1'��k* product: 9 1/2" 2 .0E G-P LAM LVL 2 ply # Irl*****�*�***************�k***;tk*'k�•******�*k*-k**-k'k'+�*****+E*�******'k*�-k**•k*'k Allowable Stress Design Actual Allowable Capacity Location Loading Moment 2123. ' # 14757 . ' # 145 Span one Total load 115% Shear 820. # 7265. # 11% Span one Total load 115% LL Deflection .02" .17" L/999+ Span one Total load 115% 04-e2-03 10 :28 RUGG LUMBER HATFIELD ID=413+247+8338 P- 07 Calc Sheet for: WrightNorthernWoods.L08 Page 6 of 8 TL Deflection . 37" . 39" L/317 Span one Total load 115% Control: Total Load Defl NOTE: Consult Manufacturer's Installation Guide for multi-ply connection details and alternatives All product names are trademarks of their respective owners Copyright (C) 1989-2000 by Keymark Enterprises, Inc. All Rights Reserved. 04-02-03 10: 27 RUGG LUMBER HATFIELD ID=413+247+8338 P. 06 Calc Sheet for: WrightNorthernWoods.L08 Page 5 of 8 Keyauild Structure 04/02/03 Version 2 . 112 (D) 10:07 AM Filename : WrightNorthernWoods.L08 Member Type: Beam W11�176Vv , Description: 5 ! Application: Floor Comments: N� '✓ ��N'� �� Lateral Bracing: Continuous Building Code: Other Deck Connection: Nailed Location: Live Load: 0 plf Slope: Dead Load: 0 plf Moisture Condition: Dry �f1 ` DOL: 100% Member Weight: 13.0 plf Deflection Criteria: L/420 live, L/300 total Non-standard Loads (Uniform loads replace Standard Loads) : Live Dead Type Begin End Start End Start End DOL Unif. (plf) 0' . 00" 2 ' 9.00" 330. 0 . 115% Unif. (plf) 0' .00" 2 ' 9.00" 210. 326. 100% Unif. (plf) 2 ' 9. 00" 6' 9. 00" 525, 0. 115% Unif. (plf) 2 ' 9.00" 6' 9.00" 210. 406. 100% Unif. (plf) 6' 9.00" 7 ' 8.00" 525. 0. 115% Unif- (plf) 6' 9.00" 7 ' 8 .00" 490 . 453 . 100% Unif. (plf) 7 ' 8 .00" 9110.00" 490. 117 . 100% Point (lbs) 7 ' 8 . 00" 1619. 829. 115 _ XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXvXXXXXXXXXXXXXX A 9' 10. 00" Exact Member Length: 9110. 00" Reactions with all loads applied (lbs) : 5516. 6667 . Worst case (alternate load analysis) reactions at each support (lbs) : Used for connector/min. bearing design and as a point load on carrying member. 115% 2352 . 2757• 100% 1168 . 1761 . Dead 1997 . 2151 . Total 5516. 6667. Bearing Length: 1 . 50" 1 . 69" rki *-k**irv +4�,•�cic�e**vr*'***#•1r�r*•k**•k*�dr�r*•k***Yt**** k:4ik�r*****'kyr*****�W******�* F*•k*Yrx Product: 9 1/2" 2.0E G-P LAM LVL 3 ply **w****,tdrdr*****d'yr9c**x*k*******,t**•k*-k*!e`kik****** k�r**•k�r�r�r*****:�*****k'kwx**•k*'kW Allowable Stress Design Actual Allowable Capacity Location Loading Moment 16002 . ' # 22136. ' # 72% Span one Total load 115% Shear 6176. # 10898. # 56% Span one Total load 115% LL Deflection .24" .28" L/485 Span one Total load 115% 0,4-02-03 10:27 RUGG LUMBER HATFIELD ID=413+247+8338 P.05 • calc Sheet for: WrightNOrthernWoods.L06 Page 3 of 8 KeyBuild structure 04/02/03 Version 2. 112 (D) 10:07 AM Filename : WrightNorthernWoods.L08 Member Type: Beam Description. 82 u �Application: Floor Comments: �1 Lateral Bracing: Continuous Building Code: Other A^ Deck Connection: Nailed Location: (r, Live Load: 0 plf Slope: Dead Load: 0 plf Moisture Condition: Dry DOL: 100% Member Weight: 13.0 plf Deflection Criteria: L/420 live, L/300 total Non-standard Loads (Uniform loads replace Standard Loads) : Live Dead Type Begin End Start End Start End DOL Unif. (plf) 0' .00" 16' 6.00" 264 . 205 . 1150 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx - 16' 6.00" Exact Member Length: 16' 6.00" Reactions with all loads applied (lbs) : 3979. 3979. Worst case (alternate load analysis) reactions at each support (lbs) : Used for connector/min. bearing design and as a point load o21caarrying member. 115 2178. 1801. Dead 1801. 3979. Total 3979. Dearing Length: 1.52" 1. 52" :Fw****+*w*****ww***+*•+r*k*#-k,t•Irw**##*wJr*-k*#*�x*#*:k#*ww**:F**w***#***,k k##*,k*Jr*;F Product: 14" 2. 0E G-P LAM LV'L 2 ply Allowable Stress Design Actual Allowable Capacity Location Loading Moment 16403. ' # 30697 . 1 # 53% Span one Total load 115% Shear 3414 .# 10707.# 31% Span one Total load 115% LL Deflection .28" .47" L/719 Span one Total load 1155 TL Deflection 50" . 66" L/394 Span one Total load 115% Control: Total Load Defl NOTE: Consult Manufacturer' s Installation Guide for multi-ply connection details and alternatives All product names are trademarks of their respective owners 04-Q2-03 10: 26 RUGG LUMBER HATFIELD ID=413+247+8338 P. 03 Cale Sheet for: WrightNorthernWoods.L08 Page 1 of 8 KeyBuild Structure 04/02/03 version 2 . 112 (D) 10: 07 AM k�J Filename ; WrightNorthernWoods.L08 Member Type: Beam Description: B1 �� ?.- Application: Floor ' /�► �� Comments; -001' Lateral Bracing: Continuous Building Code: Other / Deck Connection: Nailed Location: Live Load: 0 plf Slope: M2 Dead Load; 0 plf Moisture Condition: Dry M DOL: 100% Member Weight: 9.0 plf Deflection Criteria: L/420 live, L/300 total Non-standard Loads (Uniform loads replace Standard Loads) : Live Dead Type Begin End Start End Start End DOL Uni.f. (plf) 0 ' .00" 6' 2 .00" 374 . 0. 115% Unif. (plf) 0' . 00" 6' 2 . 00" 210. 360. 100% xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 6' 2 .00" Exact Member Length: 6' 2 .00" Reactions with all loads applied (lbs) : 2940. 2940. Worst case (alternate load analysis) reactions at each support (lbs) : Used for connector/min. bearing design and as a point load on carrying member. 115% 1154 . 1154. 100% 648. 648. Dead 1139. 1139. Total 2940. 2940. Bearing Length: 1 .50" 1. 50" w•k*+1•* k'w** F**drl-*****'k�r*-k•k*'k�rk**•k•k�w�e***�e�rlc**�r***�* F**��9r** F•kklrlr****'1r�r�r***•k�* Product: 9 1/2" 2 . 0E G-P LAM LVL 2 ply Allowable Stress Design Actual Allowable Capacity Location Loading Moment 4530. ' # 14757 . ' # 30% Span one Odd Spans 115% Shear 2184 .# 7265.# 30% Span one Total load 115% LL Deflection .04" . 18" L/999+ Span one Odd Spans 115% TL Deflection 06" . 25" L/999+ Span one Odd Spans 115% Control: Moment NOTE: Consult Manufacturer' s Installation Guide for multi-ply connection details and alternatives All product names are trademarks of their respective owners 04-02-03 10:26 RUGG LUMBER HATFIELD ID=413+247+8338 P.02 TCalc Sheet for: WRIGHTNORTHERNWOODS.L10 , 51 Page 1 of 2 KeyBuild Structure 04/02/03 Version 2.112 (D) 10:07 AM 3 Filename : WRIGHTNORTHERNWOODS.L10 Member Type: Beam uv_ VYa— --­--Application: Roof Description: B3 UI PP comments: -- � t 1 - 2, I?OL lm�-re- Lateral Bracing: Continuous Building Code: Other Deck Connection: Nailed Location: Live Load: 0 plf Slope: 00 / " Dead Load: 0 plf Moisture Condition; Dry Dry DOL: 100% Member Weight: 9.0 plf Deflection Criteria: L/360 live, L/240 total. Non-standard Loads (Uniform loads replace Standard Loads) : Live Dead Type Begin End Start End Start End DOL Unif. (plf) , 0' .00 6' 2.00" 525. 255. 115% xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 6'2.00" Exact Member Length: 6' 2.00" Reactions with all loads applied (lbs) : 2433. 2433. Worst case (alternate load analysis) reactions at each support (lbs) : Used for conneotor/min. bearing design and as a point load on carrying member. 115% 1619. Dead 814. 814 . Total 2433. 2433. Bearing Length: 1. 50" 1.50" Product: 9 1/2" 2.0E G-P LAM LVL 2 ply Allowable Stress Design Actual Allowable Capacity Location Loading Moment 3750. 1# 14757. '# 25% Span one Total 'load 1150 Shear 1808.# 7265.# 24% Span one Total load 115% LL Deflection .03" .21" L/999+ Span one Total load 115% TL Deflection .05" .31" L/999+ Span one Total load 115% Control: Moment NOTE: Consult Manufacturer's Installation Guide for multi-ply connection details and alternatives All product names are trademarks of their respective owners Copyright (C) 1989-2000 by Keymark Enterprises, Inc. All Rights Reserved. NOR A WETLAND S+a(srrstl ,� ��/ / �t�, LAtdDSCA'Z'`Ar.CffliECTUi Z EtWIRQNMENTA,L DESIGN! �r '� / �-► � �\ 1.1Y ' CO;vimu m ITY PL.A1�ININ0 11 o NG^T''At,'•�TO ''S1REDs' tea atop; TEL 4 '1 3 5 2 7 .G r 3 5 FN 4...1 3. 5 2 7 u.3`3 '3' IEY1 OMMON �. ORPJEIW & EASEMENT'� PMCEL � � .LCJI`CJ� Fr ;�iLIif1ECT • _. i r .lay �' 7i .�VV ,•. � �wJ LOT UNE — PARCEL PROPERTY UNE 27.874 ACRES TOTAL o i i r )N NOTES .r DS OF CONSTRUCTION WORK SHALL COPdFORlYf 10 THE "STANDARD SPECIFICATIOid CONSULT^YTS • ' jt ES" THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF"PUDLIC'WORKS, T � D. .r CC"tS 01i!G rl.vil LLJ�S. I 3IIA1.L BE VERIFIED IN ME FIELD BY THE.CONTRACTOR. AW, DISCREPN'CIES '� ° ' `��r EXISII14G CONDITIONS SHALL'BE RESOLVED PRIOR TO BEGINNING CONSTRUG(1014. `'`ell{f-j'y'�" � }1p`"� F ;AT10NS SHOWN HEREON ARE BASED UPON OBSERVED:SURFACE FEl'JURES AND. ND ARE APPROXIMATE, ACTUAL LOCATIONS SI IOULD BE,VERIFIED WITH'THE :COLLEGE H!^1T.'.'AY CLARK ST. 'ANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCTION. Po-ST GFFICL QOM i SOUT1WWTON, KV . 2ECT RIGHT—OF—WAY SHALL CONFOR`.I TO DIE CITY OF NORTIIAI.PT011 AND,141ASS. TEL 4 1 3. 5 '2 7•• 3 G 0 0 } )HSTRUCTIO!!. FAX, 4 1 3. 5 2 7. 8 2 8 0 10 AS FINAL SOIL STABILIZATION, ANTISILTATION/EROSION TECHNIQUES SHALL DE :D AREAS IN ACCORDAHCC WtiITH THE SPECIFICATIONS IN ,'GUIDELINES FOR.SOIL I III URBANIZING AREAS OF 11M)ACHUSETTS," U.S.D.A. SOIL,CONSERVATION 'RIL 1975. SEE ADDITIOML NOTES'ON SHEET L-104. . COI;TACT 'DIG SAFE' 72 HOURS PRIOR TO DEGINNING CONSTRUCTION AT -88B-344-7233 TO LOCATE MID FIELD VERIFY EXISTING UNDERGROUND JIIU,TEO BY ClORUS H, I)MJCHY, EP,^IIRONMENTk CONSULTANT, 24 OLD LOiIG E 1 f 01002 ON MAY 1-18, 2001 AND LOCATED BY SURVEY ON THE GROUND BY SOUTHMARION, MA. Permit No. D34-03 Conditions: Driveway Permit In lieu of plan approved by City Engineer I agree to the following added conditions: 1. I will contact the Department of Public Works and have an inspector check and approve the graded gravel base prior to paving to insure compliance with slope and location; 2. I further agree that if in the inspections any of the permit conditions are not met that I will at no expense to the City remove and replace the driveway as directed by the City Engineer. By: � Petitioner Note: The Public Works Department recommends that you provide a plan showing the proposed driveway with grades and location in the future to avoid possible expense which you will incur by not getting approval of actual plans in advance. Permit No. D34-03 CITY OF NORTHAMPTON, MA AFR T °* f'''C3 DRIVEWAY PERMIT Date: 03-10-03 FEE: '$25..00- CHECK#: 015101 THE BOARD OF PUBLIC WORKS The undersigned respectfully petitions your honorable body for: Permission to install a driveway at 642 North Farms Road Fifteen (15) foot maximum width at the street line. Gutter drainage not to be disturbed All drainage shall be directed off the driveway surface to adjacent land and not on the existing roadway. Driveway surface to be Paved as soon as possible if the grade of the proposed driveway exceeds 3% or more. Homeowners will be held responsible for any cost to the City, of Northampton in the event of a washout of this driveway. E' t By: --- V Wright Builders 48 Bates Street Telephone #: Northampton, NA 01060 413-586-8287 Proposed Location Inspected By: 6 3 Gravel Base Grade Inspected By: Final Approval THE BOARD OF PUBLIC WORKS voted that petition be granted. George Andrikidis Director of Public Works (SUBJECT TO ATTACHED CONDITION 1 & 2) cc: Building Inspector CITY OF NORTHAMPTON, MASSAC HUSETTS DEPARTMENT OF PUBLIC WORKS , 125 Locust Street i Northampton, MA 01060 413-587-1570 Fax 413-587-1576 George Andrikidis, P.E. Director,City Engineer ASSIGNMENT OF HOUSE NUMBER(S) Street: North Farms Road r r. Assessors Map: House Number: Date: February 24, 2003 Remarks: Parcel#4 from a plan titled"Plan of Land in Northampton,Massachusetts, Northern Woods,Preliminary Lot Layout,"b:y Heritage Surveys, Inc., Southampton, MA dated October 22, 2001. Requested by applicant. Ned Huntley Assistant City Engineer c: Ann Marie Schauer Registrar of Voters Water Division Tax Collector Sewer Division Massachusetts Elects c Streets Division Verizor Telephone Inspectors ✓ AT&T Broa4and Assessors Bay State Gas Police Department Post Office Fire Applicant: Wright Builders 48 Bates Street Northampton, MA 01060 A-7 aaz Pg.1/1,KAHouse Numbers\North Farms Road4642 North Farms Rd.doc W .C�JN Cp DEP-ILA T.M?NT OF 3L'ILDr7'G INSPECTIONS 1„ INSRECTOR 212 Main Street ' MunicipaI Building Northampton, Mass. 01060 Scuare Foctace F1.cunt Basement @ .10 p o ist _ lcor @ .40 1069 4Z-7+ �O 2nd _ =ccr @ .20 lb D" 1/2 =1 cors, Attic, Garage .T0 t t _`C . / o Deck, Porches .10 1 'CE / O TOTAL Sol lD l SECTIONS-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not t,, Not Applicable ❑ Name of License Holder:—�)I`c)— `�rsY I —__----- s# �®1 5 7 - ----- ---c-- ---------------- j License Number Ad ress � Expiration Date ' - - ------------------- Y '_ �b�O_� 3�-------------- Signature Telephone 9.Registered Home Imeroy®ment Contractor: Not Applicable ❑ S Com an ame Registration Number fiber------------ C-23 1211-0 o- - - -- Address Expiration Date Telephone+-45-%i -Ml SECTION 10-WORKERS'COMPENSATION;INSURANCE AFFIDAVIT(M.G.L.c.152,§25G(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...... ❑ X, - 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 buildine 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 X Addition ❑ Replacement Windows Jteration(s) ❑ Roofing ❑ Or Doors ❑ 1 Accessory Bldg. ❑ Demolition❑ New Signs Decks Siding Other Brief De cri tion oMroMo ed Wor' C)Y-\ r; Stw Alteration of existing bedroom—____Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes --No Plans Attached Roll -Sheet 6a.If Now house and or addition to existing housing, complete the following: a. Use of building : One Family_,X____ TwoFamily—_ Other b. Number of rooms in each family unit:__J------ __ Number of Bathrooms 112- c. Is there a garage attached? d. Proposed Square footage of new construction. �3'(0?Ao Dimensions e. Number of stories? f. Method of heating?_GC6 ane—, Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Mascheck Energy Compliance form attached? h. Type of construction_-6--_—_ — i. Is construction within 100 ft. of wetlands? X-Yes -----No. Is construction within 100 yr. flood plain-----Yes—_—No j. Depth of basement or cellar floor below finished grade i —-—--—--— —- k. Will building conform to the Building and Zoning regulations? -A____Yes-_ -_No. I. Septic Tank City Sewer Private well_X_—_ City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, 1 OVA e as Owner of the subject property hereby a t fs to a ton, a in 52a�ttJrs relative to work authofized by this building permit application. --—--------- Sig t 'r Date ��� CL(�U n Y5 ------- as Owner u�thorized ori mv wc t ereby declare that the statements and inMrmation on the foregoing application are true and accurate, to the best o my knowledge if. 4andbe ief. Signed under the pains and penalties of perjury. Print Name 7��aa I Signature of wner/Agent Date r Section 4. ALL INFORMATION MUST BE COMPLETED, PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION Existing Proposed Required by Zoning This column to be filled in by Building Department t Lot Size eA l'7 q Frontage Setbacks Front ��-- Side L: R: L: ��{j —R:�_ f Rear Building Height Bldg. Square Footage % �5b y g ftrc jj 3°i Open Space Footage % '25Y' (L.ot area minus bldg&paved 25� f G�•�" ( 1U parking) 10 (1V #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DONT KNOW YES _ IF YES, date issued: 11Y I 1?,-b I La v Oft-1 IF YES: Was the permit recorded at the Registry of Deeds? X. NO DONT KNOW YES Xr IF YES: enter Book _ 3 Page b _ and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW _ YES X IF YES, has a permit been or need to be obtained from the Conservation Commiss.p n?���Q 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: _ Repaornent use only _City_of Northampton Status of Permit I:, tt i T.BWliing Department Curb Cut/Drlveay Permit _ Sewer%'se tic Auailabili 212 Main Street .Room 100 Water/W4 Availability- APR - 2 2QC3 Northampton, MA 01060 Two Sets off'Structural Plans___ _ - --_- phone 413-587-1240 Fax 413-587-1272 Ptotf5its�Plans _ —_ �� Other Specify APPLICATION TO CONSTRUCT;ALTER,REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Map-- c — Lot-- ---Unit- --- - (G42_ (� rr�57G d Zone— _— Overlay District__— Elm St.District,_ _ CB District___— SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: A car,_ _ - rb k_�es �,���eS%ee.V - - -- --- --- ------------ ------------------------- -- ----- - -- Name( Current Mailing Address: n t,tu s j ---- Telephone e 2.2 Ai thorized A ent: -- - } } �_S�---`t�,isai�n Nam (Print) Current Mailing{address: --------------------- Signature Telephone SECTION 3 ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building �r} �a� ' _- (a)Building Permit Fee 2. Electrical j� (b)Estimated Total Cost of 0 1 Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) l0 Check Number This Section For Official Use Only }�r� Building Permit Number: Date__--�!J-- - —__-- Issued:—_--._ —___-------------- Signature; __— _—__ _--__-------------- Building Commissioner/inspector of Buildings', Date File#BP-2003-0819 APPLICANT/CONTACT PERSON Wright Builders ADDRESS/PHONE 48 Bates St (413)586-8287 PROPERTY LOCATION LOT#4-642 NORTH FARMS RD MAP 02 PARCEL 028 001 ZONE RR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildiniz Permit Filled out Fee Paid X -- T_ypeof Construction: CONSTRUCT SFH ATT/GARAGE/DECK New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 045075 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Zo�<pproved 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 Variarice* 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 Co on Signature of Building Officia 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. $� $ Ct1;it of Naz#4alnvtart L , yndS4AC1t1IStttS _ DEPARTMENT OF BUILDING INSPECTIONS INSPECTOR 212 Main Street a Municipal,Building ' Northampton, MA 01060 CERTIFICATE of OCCUPANCY and USE This is to certify that permission is hereby granted under-780 CMR, sixth edition of the Massachusetts State Building Code, allowing the occupancy or use of the premises or structure or part thereof located at - 642 North Farms Road as shown on the Assessors Page# , Lot#_ 028 ,' Zone RR in the City of Northampton, as herein specified: CONSTRUCTION TYPE(780CMR 6) 5B USE GROUP CLASSIFICATION (780 CMR 3 R4 OCCUPANT LOAD PER FLOOR (780 CMR Table 1008.1.2 40 PSF LIVE LOAD PER FLOOR(780 CMR Table 1606.1)_ SF Under the following limitations, special stipulations, and/or conditions of the permits: Issued this ibtri day of Ocotober , 2003 Certificate of Occupancy and Use # BP-2003-081S) Authorized Department Personnel Electrical I, &,.A elevator_ e Fire Plumbing Building Gas c 0 , Building Commissioner This certificate shall be posted by the owner, in a permanent manner and in-a visible location, on all floors designated as use group H, S, M, F, or B, and in every room where practicable of use group A, I, R-1, or R-2 per requirement of 780 CMR section 120.5 Posting Structures. i �1 � Y� ��� � �. ���� -�,� LOT#4-642 NORTH FARMS RD BP-2003-0819 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 02-028 CITY OF NORTHAMPTON Lot: -001 Permit: Building Category: BUILDING PERMIT Permit# BP-2003-0819 Project# ]S-2003-1340 Est. Cost: $216631.00 Fee: $802.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: 5B Contractor: License: Use Group: R4 Wright Builders 045075 Lot Size(sa. ft.): Owner: NEW HARMONY PROPERTIES INC Zoning: RR Applicant: Wright Builders AT. LOT #4 - 642 NORTH FARMS RD Applicant Address: Phone: Insurance: 48 Bates St (413) 586-8287 Workers Compensation NORTHAMPTON MAO 1060 ISSUED ON:4116103 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT SFH ATT/GARAGE/DECK POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: _11d g/ %"eter: Footings: Rough: % Rough:.71 �3 e,�/) House# Foundation: / YYY // ipriveway Final: Final fp�S/�3 Final: /d�/,j/0 / Rough Frame: K 3 _6 ' .h w114Gas: G�lj it De artment Fireplace/Chimney: :r �� � . Y (,,.e,Rough: Oil• Final. Smo e• �� ,,, Final: &7K ©115103�$ THIS PERMIT MAY BE REVOKED BY TH CITY OF NORTHAMPTON UPON VIOLATI OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType• Receipt No: Date Paid: Check No: Amount: Building 4/16/03 0:00:00 15261 $802.00 212 Main Street,Phone(413)587-1240,Fax: (413) 587-1272 Building Commissioner-Anthony Patillo