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37-096 03/16/2004 16:33 4135879276 WRIGHT BUILDERS PAGE 01 r. FAX • To: Tony Patillo Fax: 587 -1272 Building Commissioner Date: 3/16/04 Pages including this cover: 2 From: Linda Re: Permit application for New House & Gara0e at: Lot 6, 37 Ice Pond Drive Northampton, MA Hi Tony, Per your request, attached is the information for the "I" type triple casement egress window shown on the plans for the Future Bedroom in the Basement. Please call if you have any questions or need any additional information. Thank you. tlo Cc: Mark Ledwell WRIGHT BUILDERS, INC. 48 Bates Street Northampton, MA 01060 Tel: 1- 413 -586 -8287 Fax: 1 -413- 587 -9276 03/15/2004 16:33 4135879275 WRIGHT BUILDERS PAGE 02 03/16/2004 17 : 4137746348 PELLA PRODUCTS PAGE 01 2413 ~Mk llN CisetUrb M&01501 Pixie, (413) 74.7231 Pella Windows & Doors Tel Frew MO) swim Fatr. (413)774048 FaX let !Me; Mot Ekiiittel3 Rene Dennis ['Rourke F 587-9278 Sire 1 Remy ttalec e Roc Becker Residence; Window Type I P IIt/gmt Q Fteeee Colormat Plearo Iltoply wesrk Window Type ! is a 2941-3 LFR. The clear open rQis2O ?i8' x 36 718' for the flanking units. if you have any questions teei free to contact me. Thence /7) • lob Truss Truss Type Qty Pty N BECKER T1 ROOF TRUSS 10 1 , Q (optional) Western Mass Truss, Westfield, MA. 01085 4.201 SR1 S Nov 16 2000 MITek Industries, Inc. Sat tan 24 10 :29:03 2004 Page 1 • -9-10 6 -2 -7 12 -0 -0 17 -9 -9 1 24 -0 -0 24 -10TO . 0 -10 -0 6 -2 -7 5 -9 -9 5 -9 -9 6 -2 -7 0 -10 -0 SW4 1:32.1 .. 355= Op a, 4__ N co In 1 m .. 1- t oo 12 2,4 \\ 2x4 // S 3 6 (j 2 — el we ►. ► = .L ►2� 20 11 9 • IFIN 4. 555 = 414 = 314 = 454 = 515 = .N UI . 8 -1 -10 15 -10 -6 + 24 -0 -0 j m 8 -1 -10 7 - 8 - 12 8 -1 -10 m P1ste Offsets (X,Y): [2:0- 1- 3,0 -0 -21, [6:0- 1- 3,0 -0.2) , LOADINI psf) SPACING 2-0-0 CSI DEFL In (loc) Udell PLATES GRIP TCLI. 40.0 Plates Increase 1.15 TC 0.59 Vert(LL) -0.23 8 -10 >999 M1120 169/123 v- TCDL 10.0 Lumber Increase 1.15 BC 0.89 Vert(LL) -0.29 8 -10 >960 0 BCLL 0.0 * Rep Stress Incr YES WB 0.45 Horz(TL) 0.06 6 n/a BCOL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min Udell ■ 360 Weight: 88 lb N LUMBER N TOP CHORD 2 X 4 SPF No.2 c BOT CHORD 2 X 4 SPF No.2 19 refrNfnued on *IV pt Pr - s scud r7 . Jan 24 04 11:40e Keith 413-562-1601 p.4 ` ` °�= =��^ ��p� ~�_� __ _--__'_' �- -__- | �/ | .. ��I �.-~_''-----_~_~~� --- ---------~- __ . | ' - _ -_ __' .__ ' | _ - ! . ~~. ~_ � a ' '_ .| � ' i 6 ... � - - � . .4 NN I -- -' - _ . mN � �� / . � -_ -__ -_�' -~ ._ _ • _ - ~ __- _-^ � . '| • '_ __ �- - _ [11 ) /— _____A ) ' ; i ' // i | ' / ^ VT ' \ v 5 / ` , 1 / � . � . 0 / v F, - - -- -- -- - _ 0 . ! / . ■ | ' . ! ' / / ! ! ! V-- .; -- [ | | ' - — --' ' -- -- -- ~ ! ---» _-- . ) ` --_-__--'_ i ~~�� _- _-__-___-_ -_- . . • . . ~ • Job Truss Truss Type qty Ply m f BECiCER Tl ROOF TRUSS 10 1 Q (optional) Western Mass Truss, Westfield, MA. 01085 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Sat Jan 24 10 :29:03 2004 Page 2 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD SOT CHORD 2 X 4 SPF No.2 Installation 1 Stabilizer(s) at 6 -8 -9 oc. WEBS 2 X 4 SPF -S Stud Permanent Sheathed or 3-4-2 oc puffins. BOT CHORD Installation 1 Stabilizers) at 11 -1 -2 oc. Permanent Rigid ceiling directly applied or 10 -0-0 oc bracing. co REACTIONxib /size) 21598/0 -5.8, 6 =1598/0 -5 -8 co Max Horz 2•- 221(load case 2) Max Uplift2•- 268(load case 4), 6.- 266(load case 5) (U ?ORCES(lb) - First Load Case Only (D TOP CHORD 1- 246, 2 -3.- 2214, 3-4.-1946, 4 -5•- 1946, 5 -6•- 2214, 6 -7.46 BOT CHORD 2- 10.1687, 10-11.1146, 9.11.1146, 8 -9 =1146, 6- 8.1688 WEBS 3 -10• -475, 4- 10.776, 4- 8.777, 5- 8.-475 m .r NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 4.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7 -98 per BOCA/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase Is 1.33 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3 -6 -0 between the bottom chord and any other members. 4) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 6. 5) This truss has been designed with ANSI/TPI 1 -1995 criteria. 6) For bracing specified, use MiTek Stabillzer(tm) Truss Bracing System (or Equivalent), attached per The Stabilizer Truss Bracing System Installation Guide. Cross bracing required at each end and at these spacings: TC: Inst. 20 -0 -0; BC: Inst. 20 -0.0, 7) Where diaphragm blocking is required at pitch breaks, Stabilizers may be replaced with wood blocking. LOAD CASE(S) Standard -c 4, OI 10 Cu C r0 ..an 24 04 11:39a Keith __ 413- 562 -1681 p.1 . Western Mass Truss T 100 Apremont Way TO ' Quotation Westfield, Ma 01085 Wright Builders P.O. Number Phone: 413 - 562 -3861 Fax: 413 - 562 -1681 48 Bates Street Page: 1 Project: Block No: Northampton, Ma 01060 Date: 01 -24 -2004 - 10:35:57 . M Model: Lot No: Project ID becker • Contact:$ite: Office: Deliver To: Account No: 10000000% Name: Chuck Miller Becker Designer: kbc Phone: 413 - 586 -8287 Northampton, Ma Salesperson: Keith Cressotti Fax: 411 - 9976 , Quote Number: Tpjtativo notkvery nAta • Profile: Qty:Truss Id: Span: Truss TypeSlope LOH ROH Each: Total: .11111111 1 GBL1 24 0- OROOFTRUSS 8.00 0 -10 -0 0 -10 -0 — 2X4/2X4 0.00 10 T1 24- 0 - OROOF TRUSS 8.00 0 -10 -0 0 -10 -0 2X4/2X4 0.00 ':,`\ 1 VT1 18- 9 - OROOF TRUSS 8.00 0 - 0 - 0 0 -0 -0 2X4/2X4 0.00 1 VT2 14- 9- OROOFTRUSS 8.00 0 -0 -0 0 -0 -0 2X4/2X4 0.00 e Zfil: 1 VT3 10- 9 - OROOF TRUSS 8.00 0 -0 -0 0 -0 -0 2X4/2X4 0.00 KA 1 VT4 6 -9 -0 ROOF TRUSS 8.00 0 -0 -0 0 -0 -0 2X4/2X4 0.00 1 VT5 2 -9 -0 ROOF TRUSS 8.00 0 - 0 -0 0 - - I 2X4/2X4 0.00 MISC. ITEMS Quantity: Description: 22 RT -7 Hurricane Ties 40 Mitek Stabilizers / Replaces wood lateral bracing l' g t)'1 f - 1" - PbC5f/ Please read the following carefully then please sign and date below. It is the customers responsibility to provide dear access to site. Our delivery truck needs to get in, deliver and get back on the road. All deliveries have a 1 Hr window to unload the trusses. If more time is needed due to problems which are not due to Western Mass Truss the customer will be billed accordingly. Signing this document confirms that the trusses shown above have the correct Spans, Loading, Pitch, Quantities, Profile, and Overhangs. Prices may change without notice. Prices include trusses, truss to truss hangers and delivery. Balances due are subject to 1.5% per /mnth finance chrg. All cost due to collection for balances due are the responsibility of the customer ACCEPTED BY DATE Thursday, February 19, 2004 4:28 PM Nancy Schwartz (413) 258- 0088 9 J W i N ^ p.02 Wright Builders 02/19/04 KeyBeam Becker 11:43am Second Floor Flush 1 of 1 Key&uni Version 4.18b Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: NBC Live Load: 40 plf Deflection Criteria: U360 live, L/240 total 1.000" max. LL Dead Load: 10 plf Deck Connection: Nailed Member Weight: 13.0 plf DOL: 100% Filename : KYB2 • Non - standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform (psf) 0' 0.00" 10' 10.00" 18' 0.00" 40 10 100% • " ^..; -. n.. `'a.._...: yb.., _x.; .ve .i5: _i:_ ::•: i.. 3.:r. ».. . .... ,:. v.b :.: ,.css 9r.: .�t.,.n._ a: - a. ra..; -. ,e .nxi }] "e' - a uwi v3w .:. � . =r'T l.u. 10 10 0 1010 0 • Bearings and Reactions Input Minimum Worst Case Location Type Brg. Lengtl rg. Length Total 100% Dead Total 1 0' .00" Wall N/A 1.50" 5012# 3953# 1060# 5012# 2 10'11.75" Wall N/A 1.50" 5012# 3953# 1050# 5012# Design spans 10'1175" Product: 9 1/2" 2.0E G -P LAM LVL 3 ply Minimum 1.50" bearing required at bearing # 1 Minimum 1.50" bearing required at bearing # 2 Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 13757.'# 19248.'# 71% 5.49' Total load 100% • Shear 4289.# 9476.# 45% .01' Total load 100% LL Deflection .3138" .3660" L /419 5.49' Total load 100% TL Deflection .3979" .5490" L/331 5.49' Total load 100% Controi: LL Deflection Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives at predict names we tradesnerla a their re nxceve owners ro co 24 West St Copings (C11889.2002 by Kerman amortises. Ins. ALL RIGHrS RESERVED. weld MA 01088 (419) 828 .0028 Thursday, February 26, 2004 4:30 PM Nancy Schwartz (413) 256 -0068 Uf\� b VOU r- PeM�"' P• • A2-26 12 21 RUGG LUMBER HATFIELD ID= 413+247+8338 P.91 Ke Beaa1 Waffle c Builders 42/26/04 y / 4:22pm Garage seam l of 1 Kn5e mI Vanim alt Member Data Description, Member Type: Beam Application: Roof Lateral Bracing: Continuous Slope: .00/12 Standard Load: Moisture Condition: Dry Building Code: NBC Live Load: 40 pit Deflection Criteria: U240 live, U180 total 1.000" max. LL Dead Load; 16 pit Deck Connection: Nailed Member Weight: 21.9 pit 00L 115% Filename : KY81 Nonstandard Loads Type Trib. Live Dead (ascription) Begin End Width Start End Start End DOL • Replacement Uniform (psi) 0' 0.00" 15' 0.00" 24' 0.00" 40 16 115% I 1e o • / -16 0 0 / Bearings and Reactions input Minimum Worst Case Location Type Bra. 141100t g. Length Total 115%. 100% Dead Total 1 0' .00" Wall N/A 274" 107884 77188 car 30718 107888 2 18 Well N/A 2.42 95215 67900 Cl 27261 95218 Design spans 1Q' 1.75• Product: 16" 2.0E CrP LAN LW. 3 ply Min&uu6 2.70" bearing requlrsd at bearing I 1 Minimum 2.42" bearing mequirea de bearing 0 2 ..m.......■■ i .. . Allowable Stress Design • Actual AMoweble Capacity Location Loading Positive Moment 43383.71 59255.7, 73% 8.07' Total toad 1159E Shear 9089.8 18354.8 49% 15.08' Total load 115% LL Deflection .4054" .8073' U477 8.07' Total load 115% TL DeflsCbon .5888' 1.0784" 11341 8.07' Total load 115% Geneal: Positive Moment Manufacturers indelltaion guile MUST be oat■ueed tog mute.ply canna000n oetaas ono aaematives • • M Midst ata►en sa•nwtaer/s tOe.4aoais nom p yry Rmu ea Il (ctIt '1auvtaea laa,Ms:atlUGMS MANES MI) R6. Thursday, February 19, 2004 4:28 PM Nancy Schwartz (413) 256 -0068 NI# N L "T 11 -1 v 1 1 p•03 . . . u-4 va5eMs Wright Builders 02/19/04 KcyBe�, Becker ` 11:40am Basement 1 of 1 Kr/Deana Version 4.186 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: NBC Live Load: 40 plf Deflection Criteria: L/360 live, L/240 total Dead Load: 10 plf Deck Connection: Nailed Member Weight: 8.7 pit DOL: 100% Filename : KYB1 Non - standard Loads Type Trib. Uve Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform (psf) 0' 0.00" 27' 6.00" 18' 0.00" 40 10 100% 4f Y :•v �'� i.aar %�. t'__ .�+'. �� m- .�en.._ yF -. ,1_. _.._ iu' tll ,.._ ' v_ nnsdak•:ig�� +,Y ..."s .___. a:fsi =v. ,.. _ - r. u,. "n. - . i - �:.vt, '1�-- pia ::. G'.,_c!I°au -� � � r- -r .. ;{ i.+:v Y ".iM"',.s.:4ri.b ?.e .31rS:'- r- - -5114 ; - 560- -/ 900 r. 8012 / 2760 Bearings and Reactions Input Minimum Worst Case Location Type Erg. Lengttsrg. Length Total 100% Dead Total 1 0' .00" Wall 3.50' 1.50" 2113# 1907# 439# 2346# 2 5' 8.83" Wall 3.50" 2.39" 6492# 5137# 1141# 6277# 3 11' 2.63" Wall 3.50" 2.65" 5846# 5737# 1214# 6951# 4 19' 2.63" Wall 3.50" 3.26" 8381# 8822# 1741# 8562# 5 27' .75" Wall 3.50" 1.50" 2761# 2476# 574# 3049# Design spans 5' 8.63" 5' 6.00' B' .00' 7'10.13" Product: 9 I /2" 2.0E C -P LAM LVL 2 ply Design requires lateral bracing every 32 " along the compression face Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 5099.'# 12832.'# 39% 23.53' Even Spans 100% Negative Moment 6545.'# 12832.'# 51% 19.22' Adjacent 3 100% Shear 3679.# 6318.# 58% 1923' Adjacent 3 100% Max. Reaction 8561.# 9188.# 93% 19.22' Dead load LL Deflection .0864" .2615" L/999+ 23.53' Even Spans 100% TL Deflection .1015" .3922" L/927 23.53' Even Spann 100% Control: Max. Reaction Manufacturers installation guide MUST be consulled for multi -ply connection details and alternatives MI good names we trader sa el ter ft :spectre re teen .fan Umber say Co 24 Wea St Cecalgt4 (CO aes oo2 by )(vivre Erdaaise4 4a: ALL RMGW'S RESERVED. Hxead MA moan L ' 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) • 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. 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 ° F or chilled fluids below 55 ° F must be insulated to the levels in Table 2. Comments: [ ] 10. Window H: Metal Frame:Double Pane with Low -E, U- factor: 0.330 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 11. Window H copy 1: Metal Frame:Double Pane with Low -E, U- factor: 0.330 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 12. Window H copy 1: Metal Frame:Double Pane with Low -E, U- factor: 0.330 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 13. Window I: Metal Frame:Double Pane with Low -E, U- factor: 0.330 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Skylights: [ ] 1. Skylight 1: Metal Frame:Double Pane with Low -E, U- factor: 0.400 For skylights without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 2. Skylight 2: Metal Frame:Double Pane with Low -E, U- factor: 0.400 For skylights without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Floors: [ ] 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R -19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 90 AFUE 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 equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ 1 Ducts shall be insulated per Table J4.4.7.1. • REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.5 Release lb DATE: 02/13/04 TITLE: Becker Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R -38.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling (no attic), R -34.0 cavity insulation Comments: Above -Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R -20.0 cavity insulation Comments: Windows: [ ] 1. Window A: Metal Frame:Double Pane with Low -E, U- factor: 0.410 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 2. Window B: Metal Frame:Double Pane with Low -E, U- factor: 0.330 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 3. Window B copy 1: Metal Frame:Double Pane with Low -E, U- factor: 0.330 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 4. Window B copy 1: Metal Frame:Double Pane with Low -E, U- factor: 0.330 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 5. Window C: Metal Frame:Double Pane with Low -E, U- factor: 0.330 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 6. Sliding Door D: Metal Frame:Double Pane with Low -E, U- factor: 0.330 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 7. Window E: Metal Frame:Double Pane with Low -E, U- factor: 0.330 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 8. Window F: Metal Frame:Double Pane with Low -E, U- factor: 0.330 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 9. Window G: Metal 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 Furnace 1: Forced Hot Air, 90 AFUE 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 MECcheclrj and to comply with the mandatory requirements listed in the RES checklnspection 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/Designer e � _ [ I.� � � � Date Permit Number RE Scheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.5 Release lb Data filename: C:\Program Files \Check\REScheck\Becker.rck TITLE: Becker CITY: Northampton STATE: Massachusetts HDD: 6404 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non- Electric Resistance) DATE: 02/13/04 DATE OF PLANS: 2/4/04 PROJECT INFORMATION: Beck - New Home Ice Pond COMPANY INFORMATION: Wright Builders COMPLIANCE: Passes Maximum UA = 305 Your Home UA = 261 14.4% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U- Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 256 38.0 0.0 7 Skylight 1: Metal Frame:Double Pane with Low -E 11 0.400 4 Skylight 2: Metal Frame:Double Pane with Low -E 11 0.400 4 Ceiling 2: Cathedral Ceiling (no attic) 1024 34.0 0.0 31 Wall 1: Wood Frame, 16" o.c. 1530 20.0 0.0 72 Window A: Metal Frame:Double Pane with Low -E 3 0.410 1 Window B: Metal Frame:Double Pane with Low -E 24 0.330 8 Window B copy 1: Metal Frame:Double Pane with Low -E 24 0.330 8 Window B copy 1: Metal Frame:Double Pane with Low -E 24 0.330 8 Window C: Metal Frame:Double Pane with Low -E 36 0.330 12 Sliding Door D: Metal Frame:Double Pane with Low -E 40 0.330 13 Window E: Metal Frame:Double Pane with Low -E 31 0.330 10 Window F: Metal Frame:Double Pane with Low -E 36 0.330 12 Window G: Metal Frame:Double Pane with Low -E 18 0.350 6 Window H: Metal Frame:Double Pane with Low -E 16 0.330 5 Window H copy 1: Metal Frame:Double Pane with Low -E 16 0.330 5 Window H copy 1: Metal Frame:Double Pane with Low -E 16 0.330 5 Window I: Metal Frame:Double Pane with Low -E 24 0.330 8 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 896 19.0 0.0 42 (SUBJECT TO ATTACHED CONDITION 1 & 2) D42 -04 Permit No. 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: ,�,,� t Petitioner Linda, Wright Builders 586 -8287 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. cc: Building Inspector Permit No. D42 -04 CITY OF NORTHAMPTON, MA DRIVEWAY PERMIT Date: February 13, 2004 FEE: $25.00 CHECK #: 017825 THE BOARD OF PUBLIC WORKS The undersigned respectfully petitions your honorable body for: Permission to install a driveway at 37 Ice Pond Drive , Lot #6 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. By: G _n• , Linda, Wright Builders Telephone #: 413 - 586 -8287 Proposed Location Inspected By: Gravel Base Grade Inspected By: Final Approval THE BOARD OF PUBLIC WORKS voted that petition be granted. George Andrikidis Director of Public Works MUNICIPAL SEWER AVAILABILITY APPLICATION Northampton Streets Department .125 Locust Street Northampton, MA 01060 587 -1570 A Department of Public Works Trench Permit shall be require prior to any construction or connection activity associated with this application. Location: 37 Ice Pond Drive Lot 6 Inquiry Made By: Linda Gaudreau, Wright Builders 413 - 586 -8287 Date of Inquiry: 02/11/04 Municipal Sewer Main in Front of Location: Yes X No Municipal Storm Drain Available: Yes No X Size of Sewer Main: 8" Material: P.V.C. Age: 2003 Depth of Sewer Main: 8' Size of Service Connection: Comments: No drain at this location, there my be a sub drain, but information at Engineering is incomplete at this time. A corresponding "sewer entrance fee" shall be paid prior to making any connection to the municipal sewer system. Arrangements of such installation shall be made with the Northampton Streets Department with a minimum of 5 working days notification. All work shall conform to Northampton Streets Department specifications. Storm Drain Concurrence ( Z e t 1 —r shbthas, Superintendent Douglas McDonald, Enviromental Planner Streets Department Engineering Department cc: Ned Huntley, Asst. City Engineer Anthony Patillo, Building Inspector • Permit No. W37 -04 WATER CONNECTION INSPECTION REPORT Northampton Water Department 237 Prospect St. Northampton, MA 01060 587 -1098 Date: Type of Service: New Renewal Repair Pipe: Size Material Location of Installation: 37 Ice Pond Drive Lot 6 (Street and Number) Permit Issued To: Wright Builders 413 -586 -8287 Contractor /Developer Wright Builders Installing Service Connection: 48 Bates Avenue, Northampton, MA 01060 The service connection at this location was inspected by the undersigned on (Date) at and approved. (Time) I have instructed of that the installation can be backfilled. Measurements for all installation shall be documented by the Water Department. The information shall be on file at the Public Works Department office. • MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St. Northampton, MA 01060 587 -1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. ii Location: 37 Ice Pond Drive Lot 6 Inquiry Made By: Linda Gaudreau, Wright Builders 413 -586 -8287 Date of Inquiry: 02 -11 -04 Municipal Water Main Existing service to in Yes: X No: site? Yes: X No: Front of Location? Size of Water Main: g Material: Ductile Iron Age: 2 00 3 Number of Type of X Single Family Type of X Private Units: Unit(s): Accessory Apart. Ownership: Condo Multi- family Rental Approximate Static Street 6 5 Flow Test Conducted : Yes: No: X Pressure: If done attach results Size of Service Connection: Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. The City of Northampton has not accepted responsibility for the maintenance of the water main and service connections as of this date of inquiry. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such installation shall be made with the Northampton Water Deportment with a minimum of 5 working days noti ication. .. --•--- All ork shall c on/ to Northampton Water Department specifications. I . _a. David . Sparks, Superint ndent of Water cc: Ned Huntley, Asst. City Engineer �t tt & 4 p . oZtio. / LIth of X IIr ant ±II11 r o • E �, $ta5.AC,ASttta ;.:11 DEPARTMENT OF BUILDING INSPECTIONS INSPECTOR 212 Main Street Municipal Building Northampton, Mass. 01060 Square m Footage (� Amount Basement @ .10 I p /0 , 3 * q ( g�- • 1 0 1st Floor @ .40 Wgf Sb /3 3/. 2nd Floor @ .20 # /6)6/(9° 4 7/0. g'4 1/2 Floors, Attic, Garage ,10 pit �5� i / 1 (� ' 4-0 Deck, Porches .10 c 7 d �� TOTAL 4 Tj :q-it./ZL 39 1 row> be.ive Noe- PrDN IIGGJJ O V • • MEMO To: Tony Patillo, Building Commissioner From: Linda Gaudreau Date: 3/4/04 Re: Permit application for: Becker House 37 Ice Pond Drive, Lot 6 Northampton, MA Hi Tony, Mike and Frances Becker closed on the land — Lot 6, Ice Pond Drive — this past Tuesday, 3/2/04. Tom Kegelman, project manager for Community Builders and the Ice Pond Drive project, gave a verbal Ok on design approval on 3/3/04. He is sending me a written approval within the next week. I will forward a hard copy to you as soon as I receive it. Please call if you have any questions or need additional information. Thank you. WRIGHT BUILDERS, INC. 48 Bates Street Northampton, MA 01060 Tel: 1- 413 -586 -8287 Fax: 1- 413 -587 -9276 Ate.. SECTION 8 - CONSTRUCTION SERVICES 1. Licensed Construction Supervisor: Not Applicable ❑ �l Name of License Holder : V 11 1 l ` �4 li r / 1 , • l / I �/ License er 6 ( tG 1� V` G Address er Expiration ate Signature / Telephone SX w .. • u ii.. �' i� iil�Ii�. �`i"�� Not Applicable I: W(2-1 e-H-r 1 i '9 1P C - 1 e l5 3 Company Name Registration Num er /,� . � � s r b � / Num Address / Expiration Date v1 Telephone . ✓ U & -t / 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 Cl - - 1eO.' ne 4 em on ` 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. Sixt Edition Section 108.3.5.1. Definition of Homeowner: Person (s) who own a parcel of land on which he /she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/ or farm structures. A person who constructs more than one home in a two -year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s) you hire to perform work for you under this permit. The undersigned "homeowner" certifies and assumes responsibility for compliance with the State Building Code, City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature • 'CTION 5- DESCRIPTION OF PROPOSED WORK (che all applicable) } New House IL Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ❑ Accessory Bldg. '❑ Demolition❑ New Signs [ ] Decks [ ] Siding [ ] Other [ ] Brief Description of Proposed Work: 8 OI Lb NEW ` t U.Se tin-n4- A"lf htE Alteration of existing bedroom Yes x No Adding new bedroom Yes X No Attached Narrative D Renovating unfinished basement Yes X No Plans Attached Roll ❑ - Sheet 67 IfNew :house - n - dition'ta exls In -hriai 'sing comptefe the Oi oC win a. Use of building : One Family ,' Two Family Other b. Number of rooms in each family unit: Number of Bathrooms 3 �df L 1 . . 5 ( /5' c. Is there a garage attached? y 221 SF ix-01 /0' )C it, d. Proposed Square footage of new construction. 1 3 V ` Dimensio no � 2 )(2.S" e. Number of stories? 2+ SP ------- 64 - 7I' x "i+ i f. Method of heating? f Pr Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. l 'it Mascheck Energy Compliance form attached? l Type of construction 5 +' i. Is construction within 100 ft. of wetlands? Yes _ No. Is construction within 100 yr. floodplain Yes k No j. Depth of basement or cellar floor below finished grade e k. Will building conform to the Building and Zoning regulations? X Yes No . . I. Septic Tank City Sewer x Private well City water Supply y . SECTION 7a - OWNER AUTHORIZATION TO BE COMPLETED WHEN - OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, 41 I / 4 Cp-A-tfe/t Y ee/t-eG , as Owner of the subject property hereby authorize Wi2-( t J i c/be6-' i Igo-- to act on my behalf, in - matters relative to work authorized by this building permit application. _ iii- /0 i '3-al to # Signature of Owner - Date I, P 6- T &iJ I Lam, I NI M/11 -K be . as Ownerjuthorized A ent hereby declare that the statements and information on th foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. _ . M 1w Print Name . -- k■■—.4 ) 'e,--A.4 /I`O - Signature of Owner /Agent Date . amok, 4 t Section 4. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION PLE -se SSE A -oii- i'D m F /)-3/ Existing Proposed Required by ning This column to be fill • n by Building Dep. Lot Size Frontage Setbacks Front Side L: R: L: : Rear Building Height Bldg. Square Footage Open Space Footage (Lot area minus bldg & paved parking) # of Parking S . ces Fill* ume & 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: • , “i • 4 , 0 .144 A ir''FW;tWi" ., e ..-; ,.'; . ::.?. ' ',.. .; ':;,'' City of Northampton . ■Ast - liplf - " ,, r- , ;:!::-, , .1.. - - ( ;''•.'.:.:.--..•'',:i. : , 1-,!•4, ,, ,...•.;?•,?,..11.. '.V.S ;Pp. ••:.7..% , ' ■: 4 ' ',' '. '',....;,,: ;,''y '..' ''. ' '.: ' ,: ' t i' - 1 , . ; . 5 i;';' Building Department - I . .CI4t 0 f ' " ".4..i:.+, 4:. :....L.:;:i:', 1 *';I:1 , :;',4i 212 Main Street •=4.,, ,;r.:5,.•, r- ::-,. -.“,-,. 2 ,i ;-..;: ,. ..',,,,,,5 5 .:' Room 100 ' • 3 - - et) - 'Ynli!Ftilillt:.:::%.:::1 , "= . 2.1.:.:. - .....-:-L :... , - :, - tt, ,;', Northampton, MA 01060 ri7, filMit.iitifri ,' ,''' s: '',1,,V phone 413-587-1240 Fax 413-587-1272 :1....L..i=-, ••::".":,::-...., .. o Yr.) , p- 44 . - ,, ,: e -,,,z , - i;,..., .. -,.... :- , ,, .• -,-;,,, ,-,,, ..,..,,„ e.:..='5:7-7'7. .. ''...; " : '.• ' .., . 1. ......%' ,r'i,! ? APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLIN - 4 200' SECTION 1 - SITE INFORMATION - , j ,„: , , „,, completed ice ...--i„Jhis section to-be com, bY,Offi 1.1 Prope - ..y Address: '.•.....,-,;,-- '. .;-,4`, , ;.:•7- ,- :-4:A , N , '.i- ,- ,- - ; ,. , , •):;;',. 3 9 I ( i)4 .-I'VE D .(7 - .11,,T, - . - :::::! . ,. -- ,0,' , ,,..,:,. , ..,.., ,.....6 , . ......„,,,,,, /V 0 p e-TA- AAA. ll iv M A' / Zone ray District , 1...... - ., , .---?7pvel, ',.•-------=, ' ---. -:4 2 ..:' , .. -, ..g2::;:. ,:. .,,-..: ,„' ,- ; - ..7 , - , Y.i--:,,,.,i:,• , :.,X.:-:>; , .- r. ,.;,. „. - ' --,---iy• • - '"--.. .-' 7 ---? •' ',- EilT($t.:PiStilti ' -: ,:-^',M,' Di --,,: ,:- - _,-„. 1 SECTION 2- PROPERTY OWNERSHIP/AUTHORIZED AGENT I 2.1 Owner of Record: MI K 4 .1 eEer-t\e- tifel- 4- s-r., ivOle Name (Print) Current Mailing Address: - - - , y . 6 9 i Telephone Signature 2.2 Authorized A nt: w9-16H( 4- d itibeK ip i c. • , , tu_ri kl A bet' livek/ 41 tePt-r Sr. NA gT)-1 ttt. N / Name (Print) Current Mailing Address: ..., cisc, -y.)-e9 Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be .:- ..- ',' .'-- . Official Use Only • .. comoleted by permit applicant - -.-,--: -..' • i. Building f / t i DI 6 r a .......- (a) Building Permit Fee „--, . -; . , • . • - . 2. Electrical 1 3 oc/C.— (b) Estimated Total Cost of .---,' ..., , ,.....'.-,-, i ._..• - , - Construction froril (6) ` . . - - , - 3. Plumbing . ix. - ----- s i :. .. - , : _ . .-- $ /6 I - 4 Mechanical (HVAC) (7 p Building Permit Fee C.- '-. '. '' -. =, , ,c ,, : k =-.!';':. -: .,,.:, -':':: .,,. -- ', ,,: .-.•;..,.. ,,,:;,, ,,',- -, 1 :-: - . --'::* ,- - - ',..,: l il....- 1 4": •- , i'....1 , 5 Fire Protection t• Fr..17:73::.... - , - - ,.,...-- --, - - . ,.-, , , # 6 , 3 / ei. -- ' .*:••,.:',... ,,..--,, _-_-_-,% -.:‘, 6 . -,. .., ,--,,:••fr'i'. :9 ..•, . , ,-.: 1.- ._.:t., 6. Total = (1 + 2 + 3 + 4 + 5) i / 9 b j i -> --- -.Check'N 1-,t7 't 'CI :.' ifilkg_.•:7 .:',.-.%:-.`''''iiiii z , ., ,,. . , , _ . ... . r ,...... , , ,,,-„- -, .,...,.. ,,,,- •, :-. -,7- -,,,V O il y ' .. 4. ,''.', *41in,-;;`.12,74'Zi: ''.1.!*AtIktit;e:V•iits-It---':::4?"--11'. his Section For Official Use Only ' ' , V;. 7 7^`' ' '',. 4 14.1%..i..Y14 , •>.'t. 4, "0'... , ‘,. . .1 1 l'' - -,"-•-.- ',..r 4 -2:..' .t ,C=..,,..::: . • ‘. - ,t?..-.i..TA. ,- : . . i .4...14N04-: . - -r Building P ermit Number ' -„, 07 .,, , ot °,',, .2 . •.,:pate lssuea: -, , -- , : .-7,... , , . h ,* tt.: • i , ; - ,..:-..: .1 .1 ; ..,, S ."" ': ,tfatati ',- 1 :4 - ' ' ; / ''''',,4 ,. ''. ': .':i.v.i . -,.,- -;:., • ,,%,- - ' .44...-.:- '1.,t4^-4. Irw ' :-"."''''': - .1 t•••: .-.1" f 114)74 .?* 1' ''IM * "`' ' ' ?':':* V ' : ''' S ' ''' '' .;z : - : ‘;' S -1 -, , : : , -- .. ,- e.: . '' 'y:% :r..-- ..:- , i' : Buitding Commissioner/Inspector of Buildings .. ‘,, ':.7:;,',F",;'::. ;;--:,' c;, :,1[A,' '..F,. ''.', * ,"...{"..,.7.4. ,,',IDate .;•.4.,...s,k r-Nti.1.,ta ,,,,, -„, tf.: t ,. .7 , . , ..,1,1,17 ,,, , ' . File # BP- 2004 -0860 APPLICANT /CONTACT PERSON Wright Builders ADDRESS/PHONE 48 Bates St NORTHAMPTON (413) 586 -8287 PROPERTY LOCATION 37 ICE POND DRIVE MAP 37 PARCEL 096 001 ZONE SR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid /7VLt3 /� 09 75 Typeof Construction: CONSTRUCT 2 STORY SFH W /ATT GARAGE /DECK New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 047146 3 sets of Plans / Plot Plan . Ail , � THE F LOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN ATION PRESENTED: A 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 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 .„ / 2�. Signature of Building fficial 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. • , • • • • i • r .1-77 W 11 -0 s ts f•ji: rty 6) a.) Iry f• . V`g N? 7 7 V ; V VT ••••';' Nh • PIO I f . Al/„.1 / 4 ' t v • LJ • 1.• - - — • — — • — — 37 ICE POND DRIVE BP -2004 -0860 GIS #: COMMONWEALTH OF MASSACHUSETTS Mav :BLack: 37 - 096 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGIS i ERED CONTRACTORS C:ORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGM c.142A) Catecorv- BUILDING PERMIT Permit _ BP-2004-0860 project # 3S- 204 -1276 Est C oo a Fee: $ 15.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: 5.B contractor: License: Use Group. R4 Wright Builders_ 047146 i at Sizeisg. i is Owner: BE 1cER MICttAEfAEJ i & FRANCES I. Zonrne: S^ Applicant: Wright Builders AT: 37 ICE Pan .cra r Applicant Address: Phone: Insurance: 48 Bates St (413)- 5864287 Workers Compensation. NORTHAMP"I ONMA01060 ISSUED ON :3118/04 0:00:00 TO PERFORM THE FOLLOWING WORK: CONS i IWCT 2 STORY SFfri WATT T i GARAGE/DECK POST THIS CARD SO I T IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wirt g D.P.W. Building Inspector 4,2 Under round : - _ , '� e: C -' . Rottgl.: /-- � ?t" — /0' ` . .Meus e it -7, J Driveway F t ! Final: Final: 7/' , PICA/ t lV C9 h' ° � .41u . fir j 6`� Rough Frame: v k Gas: Fire Deoartment Fireplace /Chimney: Rough: 8 23 -6ti E311: Insuiotion :0 14 ' Ja,ott 117 Final: Smoke: ; y Final: '</( 7 THIS PERMIT MAY BE REVOKED BY THE CI ' OF NORTHAMPTON UPON VIOLATI OF ANY OF ITS RULES AND REGULATIONS. / - / - Certiftcate of Occu • an ' Sianatur'e: FeeTvpe: Receipt No: Date Paid: ,Check No: Amount: Building 3/18/04 0:00:00 I7803/18007 5315.00 212 Main Street, Phone (413) 587 -1240. Fax: (413) 587 -1272 Building Commissioner - Anthony Patine. { L C. Ocv c?? £/2 , \VY 1VP v y--7 ?ai 77 agfir_ y_(7(ynifii 9 WO a c - )(N fav() -2d yi ' 37 ICE POND DRIVE BP -2004 -0860 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Bl 3 - 096 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL C.142A) Category: BUILDING PERMIT Permit # BP- 2004 -0860 Project # JS -2004 -1276 Est. Cost: $170129.00 Fee: $815.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: 5B Contractor: License: Use Group: R4 Wright Builders 047146 Lot Size(sq. ft.): Owner: BECKER MICHAEL G & FRANCES L Zoning: SR Applicant: Wright Builders AT: 37 ICE POND DRIVE Applicant Address: Phone: Insurance: 48 Bates St (413) 586 -8287 Workers Compensation NORTHAMPTONMAO1060 ISSUED ON:3/18/04 0:00:00 TO PERFORM THE FOLLOWING WORK: CONSTRUCT 2 STORY SFH W /ATT GARAGE /DECK POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.Y.W. Building Inspector <,1 a, n �9 i > �r" �} r � - f , ` fir � vr , 2 Underground :Li -t c/ 2-Service :j "'' Meter: 41/4,./n =: Cr ...ecti i j Rough: ' -/ l'\Rough. ` / ;/0 House # Foundation:�� ,�1 q G� Driveway Final: y� / 7 Final: Final: q/ v > 1 Rough Frame: 0, k / _ / _. i Gas: Fire Department Fireplace /Chimney: �' "�' Insulation:0� ° �� '� " Rough: -3 Oil: C` <_._. Final: Smoke: gf /. Final: ,x;') e p_i_(J _q� 30 DAY TEMPORARY OCCUPANCY - ELI 10/15/04 - PLUMBING THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION, OF ANY OF ITS RULES AND REGULATIONS. �. - - Certificate of Occupancy Si FeeTvpe: Receipt No: Date Paid: Check No: Amount: Building 3/18/04 0:00:00 17803/18007 $815.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo 10. Do any signs exist on the property? YES NO IF YES, describe size, type and location: Are there any proposed changes to or additions of signs intended for the property? YES NO IF YES, describe size, type and location: 11. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK 'OF INFORMATION. . This coiuffi to be filled in by =Se Building Department I !Required 1 Existing ' Proposed B1. Zoning Lot size 1 Ii 532 1 11 532 V cap p► Frontage 0. 14 t . 8 72 ' 9 �1�' o Setbacks - frnnt 4-1' a S - side L: R: L: JD 11- R: J5 • - rear 49 gam' Building height a , Bldg Square footage Pig-- /567U . %Open Space: 6 z'.:: (Lot area minus bldg &paved parking) IIf 0 _ ! (.54 , n 6 # pf Spaces #� f of Loading Docks Fill: _(vol -ume - -& location) 13. Certification: I hereby certify that the information contained herein . r is true and accurate to the best of my knowledge. I/41 4 DAVE: /D APPLICANT'S SIGNATURE �� / ;_� ` NOTE: Issu oe of a zoning permit does not relieve an appiioanYs burd •I to oompiy with .at zoning requirements and obtain all required permits from the Board of , >alth. Conservatic Commission, Department of Publio Works end other appiioable permit granting authorities. FILE # . , • 7277 ti i, _ AN 2 1 2004 Fi No .g,10- ,01 --gI ZONING PERMIT APPLICATION ( §10.2) - PLEASE TYPE OR PRINT ALL INFORMATION 1. Name of Applicant: (A *1 tT t i4J1 (4. A.ci i NG Address:4'g '� 'T•, (V b teh A-v'l itsi `) Telephone: 5 2. Owner of Property: r" l.A'N0.6g 1 I l 'C 4 5 �f" Address: /ft eitke..w / pa Mt N Telephone: 5 ` b ( 2 4 2- 3. Status of Applicant: Owner Contract Purchaser Lessee Other (explain): OG 4. Job Location: lAr1 7 ? ') 1C f b /J) Dg-ive Nb(-T/-f- (°N, , f 4 Parcel Id: Zoning Map# Parcel# g 7f 07 (, District(s): S�- (TO BE FILLED IN BY THE BUILDING DEPARTMENT) 5. Existing Use of Structure/Property 1t (/b 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): ‘v r w NEv -Thrvs 6 W t rA-e44-& - . 7. Attached Plans: k Sketch Plan Site Plan Engineered /Surveyed Plans Answers to the following 2 questions may be obtained by checking with the Building Dept or Planning Department Files. 8. 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 # 9. 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: (FORM CONTINUES ON OTHER SIDE) . . w File # MP- 2004 -0081 APPLICANT /CONTACT PERSON Wright Builders ADDRESS/PHONE 48 Bates St (413) 586 -8287 PROPERTY LOCATION 37 ICE POND DRIVE MAP 37 PARCEL 096 001 ZONE SR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ONING FO LLED OUT Building Permit Filled out Fee Paid Typeof Construction: _ZPA - CONSTRUCT SFH W /ATT GARAGE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF ATION PRESENTED: Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER : § Intermediate Project : Site Plan AND /OR Special Permit with Site Plan Major Project: Site Plan AND /OR Special Permit with Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street C. t' f ssion e of Building Official Date //61( Signatur o g 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 the Office of Planning & Development for more information. �c �T M p pi, r j =* ° ,.) � x11 of tTrt �111�3 II11 )_ — . • 3 ft:2ra% " Cf d assacl s - °a = r ' " DEPARTMENT OF BUILDING INSPECTIONS 4 INSPECTOR 212 Main Street • Municipal,Building — i .;/ Northampton, MA 01060 4 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 premises structure or part thereof located at 37 Ice Pond Drive — , as shown on the Assessors Page# 31 , Lot# 96 , Zone SR 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 30 PSF LIVE LOAD PER FLOOR (780 CMR Table 1606.1) 40 PSF Under the following limitations, special stipulations, and /or conditions of the permits: Issued this 7th day of December 20 04 Certificate of Occupancy and Use # BP -2004 -0860 Authorized De.artment Personnel Electrical \1 c g, Elevator Fire �Lc- e- --~'/" G ,'' Plumbing , , Z �i I �„ � -./ Building Gas Building Commissioner - ._... -'' „i.,-,- --do►s 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. ( a1-4(//j0c4 CI7Ar a3.57(li-nV(1.1g IYLLVVV s er.X 71 V1 q"d e_a_eU n/-c2 Valli 01 /PiNici la\i\VY oitio,137 2)g--400.6 37 ICE POND DRIVE BP- 2004 -0860 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 37 - 096 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL C.142A) Category: BUILDING PERMIT Permit # BP- 2004 -0860 Project # 3S- 2004 -1276 Est. Cost: $170129.00 Fee: $815.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: 5B Contractor: License: Use Group: R4 Wright Builders_,. 047146 Lot Size(sq. ft.): Owner: BECKER MICHAEL G & FRANCES L Zoning: SR Applicant: Wright Builders AT: 37 ' .. nr'J� r1nT�fr_ . t. ✓% It..t . '.... `J v r.awr._ Applicant Address: Phone: Insurance: 48 Bates St (413) 586 - 8287 Workers Compensation NORTHAMPTONMA01060 ISSUED ON:3/18/04 0:00:00 TO PERFORM THE FOLLOWING WORK: CONSTRUCT 2 STORY SFH W /ATT GARAGE /DECK POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiripg D.Y.W. Building Inspector i -t f / f c o _ Underground:v -[ ervice: / , )/ r { / `/ / \:. Meter: 1, 0 Rough: j' IfI\Rough: 4 / V ol y J` V j j4 house # Foundation:0 , — f a �f � Driveway Final: % . i ■ � J P�KAI/v ca fe - ,ey / '' Final: f �"C� "yY Final: 9 71 6 1 Rough Frame: a k 6_,/,_0,,,.., Gas: Fire Department Fireplace /Chimney: Rough: 8 -,,e.„ 4 I. Oil: I nsulation:0 r � ` �(' 0 "l FivaI42..-g ;a c Smoke: , ;1 /°Y Final: : i e pf 7 4/ , ,-1 ,. THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLA OF ANY OF ITS RULES AND REGULATIONS. -...7:"7 . ,,,/ ' ''. e'r# ' Certificate of Occupancy FeeType: Receipt No: " Date Paid: Check No: Amount: Building 3/18/04 0:00:00 17803/18007 $815.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo