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17C-323 (6) . � Z 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS ONE AND TWO FAMILY DWELLINGS-ROOF-CEILING CONSTRUCTION TABLE 36082.4p ALLOWABLE SPANS FOR LOW OR HIGH SLOPE RAFTERS 35 Lbs.per Sq.Ft.Live Load For Use in Snowy Load Zone 3 DESIGN CRITERIA: Strength-35 lbs.per sq.R live load plus 15 lbs.per sq.R dead load determines fiber stress. Deflection-For 35 lbs.per sq.ft.Iive load Limited to span in inches divided by 180. RAFTERS:Spans are measured along the horizontal projection and loads are considered as applied on the horizontal projection. HOW TO USE TABLES:Enter table with span of rafters(upper figure in each square).Determine size and spacing(first column) based on stress grade(top row and modulus of elasticity ower figure in each square)of lumber to be used. RAFTER SIZE ALLOWABLY.EXTREME FIBER STRESS IN BENDING,"Fb,"(psO AND SPACING (hicbea) (inebes) 300 400 500 600 700 800 900 1000: 1100 1200 120 5-6 64 7-1 7-9 8-5 9-0 9-6 10-0 10-6 11-0 .09 .15 .20 .27 .34 .41 .49 .58 .66 .76 2 x 6 16.0 4-9 5.6 6-2 6-9 7-3 7-9 8-3 8-8 9-1 9-6 .08 .13 .18 .23 .29 .36 .43 .50 .57 .65 24.0 3-11 4-6 5-0 5-6 5-11 64 6-9 7-1 7-5 7-9 .07 .10 .14 .19 .24 .29 .35 .41 .47 .53 12.0 7-3 84 94 10-3 11-1 11-10 12-7 13-3 13-11 14-6 .09 .15 .20 .27 .34 .41 .49 .58 .66 .76 2 x 8 16.0 6-3 7-3 8-1 8-11 9-7 10-3 10-10 11-6 12-0 12-7 .08 .13 .18 .23 .29 .36 .43 .50 .57 .65 24.0 5-2 5-11 6-7 7-3 7-10 84 8-1 94 9-10 10-3 .07 .10 .14 .19 .24 .29 .35 .41 .47 .53 12.0 9-3 10-8 11-11 13-1 14-2 15-1 16-0 16-11 17-9 18-6 .09 .15 .20 .27 .34 .41 .49 .58 .66 .76 2x 10 16.0 8-0 9-3 104 114 12-3 13-1 13-10 14-8 154 16-0 .08 .13 .18 .23 .29 .36 .43 .50 .57 .65 24.0 6-6 7-7 8-5 9-3 10-0 10-8 11-4 11-11 12-6 13-1 .07 M). .14 J9 .24 .29 .35 .41 .47 .53 12.0 11-3 13-0 14-6 15-11 17-2 184 19-6 20.6 21-6 22-6 0.09 0.15 0.20 0.27 0.34 0.41 0.49 0.58 0.66 0.76 2x 12 16.0 9-9 11-3 12-7 13-9 14-10 15-11 16-10 17-9 18-8 19-6 0.08 0.13 0.18 0.23 0.29 0.36 0.43 0.50 0.57 0.65 24.0 8-0 9-2 10-3 11-3 12-2 13-0 13-8 14-6 15-3 15-11 0.07 0.10 0.14 0.19 0.24 0.29 0.35 0.41 0.47 0.53 (inches) (inches) 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 12.0 11-5 11-11 124 12-8 13-1 13-6 13-10 14-2 14-7 14-10 .85 1 .95 1.06 1.16 1.27 1.39 1.51 1.63 1.75 1.88 2 x 6 16.0 9-11 10-3' 10-8 11-0 11-4 11-8 12-0 124 12-7 12-10 .74 .83 .91 1.01 1 1.10 1.20 1.30 1.41 1.52 s 1.62 24.0 8-1 8-5 8-8 9-0 9-3 9-6 9-9 10-0 10-3 1 10-6 60 67 .75 .82 .90 .98 1.07 1.15 1.24 p 1.33 12.0 15-1 15-8 16-3 16-9 17-3 17-9 18-3 18-9 19-2 19-7 .85 1 .95 1.06 1.16 1.27 1.39 1.51 1.63 1.75 1.88 2 x 8 16.0 13-1 13-7 14-0 14-6 14-11 15-5 15-10 16-3 16-7 17-0 .74 .83 .91 1 1.01 1.10 1.20 1.30 1.41 1.52 i 1.62 24.0 10-8 11-1 11-6 11-10 12-2 12-7 12-11 13-3 13-7 13-10 .60 .67 .75 .82 .90 .98 1.07 1.15 1.24 1.33 19-3 20-0 20-8 21-4 22-0 22-8 23-3 23-11 24.6 25-0 12.0 .85 1 .95 1.06 1'.16 1.27 1.39 1.51 1.63 1.75 1.88 2X 10 16.0 16-8 174 17-11 18-6 19-1 19-7 20-2 20-8 21-2 21-8 .74 .83 .91 1.01 1.10 1.20 1.30 1.41 1.52 1.62 13-7 14-2 14-8 15-1 15-7 16-0 16-6 16-11 174 17-9 24.0 60 67 .75 .82 .90 .98 1 1.07 1.15 1.2.1 1.33 12.0 23-5 24-3 25-2 21-4 26-9 27-6 284 29-0 29-9 30-5 0.85 1 0.95 1.06 1.16 1.27 1.39 1.51 1.63 1.75 1 1.88 20-3 21-0 21-9 22-6 23-2 23-10 24-6 25-2 25-9 1 264 2x 12 16.0 0.74 0.82 1 0.91 1.01 1.10 1.20 1.30 1.41 1.51 1.62 24.0 16-6 17-2 1 17.9 184 18-11 19-6 20-0 20-6 21-0 21-7 0.60 0.67 0.75 0.82 0.90 1 0.98 1 1.07 1 1.15 1 1.24 1.33 For SI:1 inch=25.4 nun,1 pound per square inch-6.895 kpa,I pound per square foot-0.0479 kN/m2. NOTE:The modulus of elasticity,"E,"in 1,000,000 pounds per square inch is shown below each span. 2/7/97 (Effective 2/28/97) 780 CMR-Sixth Edition 581 � � . i i i i i I i I I I I I I �w �, ���., , s,� .. .., 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS ONE AND TWO FAMILY DWELLINGS-FLOOAS TABLE 3605.2.3.Id-continued DESIGN VALUES FOR DDKENSION LUMBER-VISUAL GRADING DZ=N VALUE MODULUS GRADING SPECKS AND GRADE SIZE DURATION IN SENDING"F7- OF ELASTICITY RULES Snow Loading 7-Day Leading "E" AGENCY Select Structural 1,725 1995 2,155 11500.000 l/No.2 2"x8" 1,210 1,390 1,510 1,400,000 National .3 690 795 865 1,200,000 Lumber Structural 1,590 1,820 1,975 1,500,000 Grades Authority 1/No.2 2"x 10" 1,105 1,275 1,385 1,400,000 .3 635 725 790 1,200,000 Structural 1,440 1,655 1,795 1,500,000 ( Footnotes 1 and 2) )/No.2 2"x 12" 1,005 1,155 1,260 1,400,000 .3 575 660 720 1,200,000 3. wain 540 620 670 900,000 „ co- §• '9�,T,,,' 'Xd°">S:q..�,.:.y' � `,'L: ,J�C. ^'�'lI7C 1 x'.5 M,n, Structural 2,245 2,580 2,805 1,300,000 1 1,465 1,685 1,835 1,200,000 2 1,295 1,490 1,615 1,100,000 o.3 735 845 915 1,000,000 2 725 835 910 1,000,000 Northeastern on 980 1,125 1,220 1,000,000 Lumber 545 630 685 900 000 Manufacturers Association tu7i 260 300 335 900 000 ect Structural 1,945 2,235 2,430 1,300,000 Northern 1 1,270 1,460 1,590 1,200,000 Softwood Lumber .2 2"x 6" 1 120 1,290 1,400 1,100,000 Bureau o.3 635 730 795 1,000,000 Stud 660 760 825 11000,000 West Coast Lumber Select Structural 1,795 2,065 2,245 1,300,000 Inspection o.1 1,175 1,350 1,465 1,200,000 Bureau 2 2"x 8" 1,035 1 190 1.295 11100,000 Western 3 585 675 735 1,000,000 Woods Select Structural 1,645 1,890 2,055 1,300,000 Products Association o.1 2"x 10" 1,075 1,235 1,345 1,200,000 .2 950 1.090 1,185 1 100 000 (See Footnotes .3 540 620 670 1,000,000 1 and 2) Structural 1,495 1,720 1,870 1,300,000 1 2"x 12" 980 1,125 1,220 1,200 000 2 865 990 1,080 1,100,000 3 490 560 610 1,000,000 ectStructural 1,725 1,985 2,155 1,100,000 West Coast o.l 1,250 1,440 1,565 1,000,000 Lumber 2 1,210 1,390 1.510 1,000,000 Inspection 0.3 690 795 865 900,000 Bureau 4" Stud 2"x 695 800 870 900.000 Western Construction 920 1,060 1,150 900,000 Woods Standard 520 595 645 800,000 Products Association tility 260 300 325 800,000 Select Structural 1,495 1,720 1.870 1,100.000 (See Footnotes 2'x 6•, I and 2) IN,.1 1,085 1145 1.355 1.000,000 2/7/97 (Effective 2/28/97) 780 CMR-Sixth Edition 519 R :� �� ENERGY CONSERVATION APPLICATtC44 FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION AND A9rDVTJCNS 780 PMR Appendix J{-effective 3/1/98) � DIP, -- t ••��-- L A,ppticLnt Flame: �J • 1 �^ �` -- Site Address: ----- Appl,c.Rnt Address: l S City/ToNn: Use Grour: Date of Appl cal on,: Anrlirrnt P+?i±r?_: ��y,.-.n.,--iic- o•1vn J�io, ifo �� ... Cos1ti0?3tsCe PWtH (Chen er"_)r U Proscriptive Package {'_imite� to 1- or 2 lamily �,00d!ra E U idings - atec: w !h fossil tUets only) Paco age (fi throu�i KK from Table JS-2. Ib) Heating Degree Days (HDD,;,)fTOm Table J5.2 la: ('For items d. througth i., fill in ell values t1iat apply from Table J5.2) a. Gross Waif taco ��0� sq. ft !. Wa l R Yaty- R 13,0 b. Gia,ina Areal 6 7 sg. ft o FI R :'alp R- c. 6iFZing ,(1�x b� a} ` h. Easement wall /r'�� l3 S.d d, G:��inv 11-yal ✓ �- 1✓v 3 fc i3L Fortmeier e. taming R-value �M.d j. Hez:ing ArLiE C/o Peefortn;ince- 'f.zrival Trade Crfi" (Limited to wood or metal fr.3med buildings only) Climate Zoe tfrorn Figurt X6.2-2) Zone 12 ❑ zone :3 ❑ Tone 14 P.ttach om Appendix 3,[2nd nVAC Trade ur Worisheei, if appiica ble) pe�sc h sck Software Attach C:am-pflance Peport 2nd.InSpeal(Dn CheckliSf printou`-s. 0 r Sysitns Anal)--iS OR Q Renewable EnerFf So.:rces Attach Mass Registered trchitect or Engines!Analysis ALTERNA71VE FOR ADDITIONS ON! Y: a. Gross Wall t C�iiing Area sq ti. b. Glazing Areal sq.ii. c- Glazing , (ICY x b-ra) ❑ ADDiTIDN with Glazing% (c.)up to 4-0%may use 780 CMR Table JI ',.2,3.1, below: MAXIML.°;tS-t^a;+ Minimum fR valuez r'enastratidn Ccilirg Wall 1 Floor Bascr„Ant Wall ; Slab Perimezer• Dept 0:39 R-37 R-13 ' R.19 R•10 1 R•10,4 it- I ❑ -S1jNP-_)0M- addition (grezirr than 40%glazing-to wall and c- ii gross are-a) Attach 'Consumer lnfarm tion Form" from 780 CM-P, Appcndix B. tltncial`s game: Official's Signature: AppliG8t7an Approved 13 Denied ❑ pate of A..pp ova!/DeT,,ial: 0 G&,-n.Is) Zvi vcfii5i: (provide addiiionai details as needed on back side) Glx==z Artst_=2ry-be-od6c Racgh-GpownE or Unir-D:-,nrnzvn 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( Fl U12 to 1" Un 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 Pining System Types Ran Fj 2"Runouts 1" and Less 1.25"to 2" 2.5'to 411 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) Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] 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: [ ] Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-6.5. Duct Construction: [ ] I All joints, seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes. Tapes and mastics must berated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. I 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. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. 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. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. REScheck Inspection Checklist 2000 IECC RES check Software Version 3.6 Release 1 DATE: 03/15/05 PROJECT TITLE: JCM Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c.,R-13.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0'ht/7.0'bg/7.0'insul, R-5.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor: 0.200 Comments: [ ] 2. Door 2: Glass,U-factor: 0.320 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. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3" clearance from insulation. 1 Permit Number REScheck Compliance Certificate Checked By/Date 2000 IECC RES check Software Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheck\JESSE MONTGOMERY.rck PROJECT TITLE: JCM CITY:Northampton STATE: Massachusetts HDD: 6404 CONSTRUCTION TYPE: Single Family WINDOW/WALL RATIO: 0.13 DATE: 03/15/05 DATE OF PLANS: 3/15/05 DE SIGNER/CONTRACTOR: JESSE MONTGOMERY COMPLIANCE: Passes Maximum UA=931 Your Home UA=811 12.9%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R_-Value R-V U_F_actor UA Ceiling 1: Flat Ceiling or Scissor Truss 1292 38.0 0.0 39 Wall 1: Wood Frame, 16" o.c. 5024 13.0 0.0 355 Window 1: Wood Frame:Double Pane with Low-E 637 0.310 197 Door 1: Solid 42 0.200 8 Door 2: Glass 21 0.320 7 Basement Wall 1: Solid Concrete or Masonry 1404 5.0 0.0 139 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 7.0' Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1404 19.0 0.0 66 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 2000 IECC requirements in RES checkVersion 3.6 Release 1 (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. Builder/Designer Date 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: 40 Oak Street Inquiry Made By: Jesse Montgomery (413) 374-8983 Date of Inquiry: 3/14/05 Municipal Sewer Main in Front of Location: Yes x No Municipal Storm Drain Available: Yes No x Size of Sewer Main: 8" Material: Clay Age: 1909 Depth of Sewer Main: Between 6' and 8' Size of Service Connection: unknown Comments: . Storm on Oak Street from Warren St to Lake Street 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 Joseph Thomas, Superintendent Douglas McDonald, Environmental Planner Streets Department Engineering Department cc: Ned Huntley, City Engineer Anthony Patillo, Building Inspector 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. Location: 40 Oak Street Inquiry Made By: Jesse Montgomery(413)374-8983 Date of Inquiry: 3/14/05 Number of Type of X_ Single Family Type of X_Private Units: 1 Unit(s): _ Accessory Apart. Ownership: _ Condo Multi-family _ Rental Commercial (Applicant to fill out the above) Municipal Water Main in Existing service to Front of Location? Yes X No: site? Yes: No: X Size of Water Main: 8 Material: DI Age: 1993 Approximate Static Street Flow Test Conducted: Yes: No: X Pressure: 75 PSI If done attach results Suggested Meter Size: 5/8" Size of Service Connection: 1" Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. Water entry fee and purchase of meter must be paid for before construction. • 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 Department with a minimum of wor ' g days notific .on. '� • ork s 1 o to Northampton Water Department specifications. David W. Sparks,Superintendent of Water cc: Ned Huntley,Asst. City Engineer - i i 4O - - J c � � � 1 �i�•.ccr[nar/fa , � ter• .. . DEPARTMENT OF BUILDING INSPELi tOA'S EM i �' 1":SPI:CTt)P 212 ?fain Strcct hfunicipal Ouiidirl. ° Northa nip Lori, ASA,c- OIOGO - 1 3a5emel?t @ $ Square Footage Amo/�un�t(fi _i� fb 1st rlaor $-5a 2nd Floor @ � '10 R Q S'T l04 1/2 Floors, Attic. Garage . + �Itj 0 ��- Deck, Porches $_17 Wl TGT_L ! W/ 75� CITY OF NORTHAMPTON, MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS 125 Locust Street f , Northampton, MA 01060 AVO 413-587-1570 Fax 413-587-1576 George Andrikidis, P.E. Director ASSIGNMENT OF HOUSE NUMBER(S) Street: Oak Street Assessors Map: 17 C-323 House Number: 40 Oak Street Date: March 4, 2005 Remarks: Reference Plan of Land in Northampton MA prepared for Jesse Montgomery by Harold L. Eaton and Associates dated December 28, 2004. House#40 assigned to lot #2 of said plan containing 10,815 SQ. FT. Ned Huntley City Engineer cc: Water Division Tax Collector Sewer Division Massachusetts Electric Streets Division Verizon Telephone Inspectors Comcast Assessors Bay State Gas Police Department Post Office (Northampton) James Thompson (GIS Coordinator) Post Office (Easthampton) Applicant: Jesse Montgomery 46 Oak Street Florence, MA 01062 K: House Numbers`. EXHIBIT A A certain parcel of land located on the westerly side of Oak Street in Florence, Hampshire County, Massachusetts. shown as Parcel A on a plan of land entitled "'Subdivision Approval Not Required' Plan of Land in Northampton. Massachusetts Prepared For Jesse Montgomery." drawn by Harold L. Eaton and Associates, Inc.. dated December 28. 2004, recorded in Hampshire County Registry ot'Deeds, in Plan Book 203, Page 103. Said Parcel A is more particularly bounded and described as follows: Beginning at an iron pin located on the westerly side of Oak Street, said iron pin being the southeasterly comer of the parcel conveyed hereby, thence N. 79' 35' 47" W a distance of 45.74 feet to a point. thence N. 71"09' 41" W. a distance of 89.72 feet to an iron pin, the last two courses being along land of N. C. Christopher Couch and Jacquelyn Hamm Southern-, thence turning and running N. 04' 21-T08" E. a distance of 10.45 feet to a point; thence turning and running S. 73' 54' 04" E. along land of the grantees herein a distance of 136.70 feet to a point on the westerly side of Oak Street: thence turning and running S. 130 00' 08" '\V. along Oak Street a distance of 10.00 feet to the iron pin at the place of beginning. Containing 1.675 square feet, more or less. DEED N. C. CHRISTOPHER COUCH and JACQUELYN HAMM SOUTHERN, of Florence, Hampshire County. Massachusetts For consideration of EIGHTEEN THOUSAND DOLLARS (S18,000.00), paid grant to JESSE MONTGOMERY and HEATHER A. MONTGOMERY, husband and wife, as tenants by the entirety, of 46 Oak- Street, Florence. Massachusetts 01062 with QUITCLAIM COVENANTS. The land in said Florence. Hampshire County, Massachusetts, more particularly described on Exhibit A attached hereto and incorporated herein by reference. Being a portion of the prernises conveyed to the grantors herein by deed of Pearl G. Lavallee dated July 12. 1996 and recorded in Hampshire County Registry of Deeds. Book 4926. Page 248. EXE('L,'TFD as a sealed insti-itment this I t day of January. 2005. Co'itness p er C o Witness O que Hamm Southern THE COMMONWEALTH OF MASSACHUSETTS Hampshire. ss. On this It day of January. 2005, before me, the undersigned notary public, personaliv appeared N. C. CHRISTOPHER COUCH and JACQUELYN HAMM SOUTHERN, ' ,personal))- known to me./proved to me through satisfactory evidence of identification. which was jv1(, to be the person(s) whose name(s) is signed on the preceding or attached document, and acknowledged to me that they signed it voluntarily for its stated purpose. 0\1 I 9 1 t I/// N V -A Alan erson. Notary Public COM- ,0 5; PU1309. 0* EA LVT S Ij USE of Vrth �ilasfscl#�r2tit DEPARTMENT OF BUILDNEG INSPECTIONS INSRi_CTOR 212 Main Street . Mxnzic4md Builtimg - yr Northampton, Mass. 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 40 Oak Street as shown on the Assessors Page# 0 , Lot# 323 , Zone uRB in the City of Northampton, as herein specified: CONSTRUCTION TYPE(780CMR 6) 5b USE GROUP CLASSIFICATION (780 CMR 3 OCCUPANT LOAD PER FLOOR (780 CMR Table 1008.1.2 40 PSF 30 PSF __L BT LOAD pFR ELOOR (_Z8Q_CMR_'abl-e_L606-.1)_—_ 40 PSF Under the following limitations, special stipulations, and/or conditions of the permits: Issued this 2nd day of November , 20 05 Certificate of Occupancy and Use# BP-2005-0861 Authorized D nt Perscqmel Electrical Elevator a / Fire L I _ - Plumbing � ? Building v/� Gas DPW 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. Building Department 413-587-1240------fax 413-587-1272 i i I I �I I I i i I i I VIII �� il� I I� I� �I i i �I i I I I �' I BP-"LUUS-vovy OF MASSACHUSETTS ST t;OMMONwEALTH CITY OF NORTHAMPTON lock: 17C-323 ER�IIT )Ol DING P t: BUildin gVIL =or 0861 BP-2005- TED TO: ect# JS-2 PERMISSION 005-1195 IS HEREBY GRA 1V Cost'. 156000.00 License: ,. $9 Contractor: 077410 nst.cB JESSE MONTGOMERY R4 weer: MONTGOMERY JES 2&HEA'THER A e G=�— • on t om A licant: Jesse M )t Sizes .ft. : jnsue' A 40 OK ST mn l:U" AT: Phone: 4l3 585-g�.82 t licant Address: ON,3�23�05 0:00:00 2 STORY SFH WfATT O BpX 329 ISSUED ORK:CONSTRUCT LEEDSMAO FARM THE FOI,LO WING W TO PER GARAGE/PORCH STREET Inspector OM THE Building SO IT IS VISIBLE FR POST THIS CARD ` ector of Wiring Insp Inspector of Plumbing Meter, Service: Footings: Foundation: Underground: I �i House# Rough: i(�`i�b Yt) Driveway Final O } Rough. 1' -0sKt lb Roug h Frame:6 Final: /63b�o5� Final: (�'' r J 0\- Fireplace/Chimney: Fire De artment ,( QK �,3 ,1 d Insulation: Gas: j4� a�i06 Final:�/� /�'���6� Rough; / �j oke: L AT1O OF �S Sm__ I I o PTON UPON VIU Final'i l= D- OF NORTHAM D BY THE CIT THIS PERMIT MAY BND�G�ATIONS- 7` ANY OF ITS RULES A , Arcot �' ti Certificate of OCCU anc Date Paid: city of Northampton Feel e: $961.7 B ILDING INSPECTION LABS Fop -rl '5 vEV Building 212 Main Street,Phone( A Tuilding CO'n" gL inspector G � Date 4 l l l 'J/ COMMONWEALTH OF MASSACHUSETTN � CITY OF NORTHAMPTON -323 Buildin BUILDING PERMIT BP-2005-0861 JS-2005-1195 .56000.00 PERMISSION IS HEREBY GRANTED TO: 5 Contractor: License: is: sB JESSE MONTGOMERY 077410 _). R4 Owner: MONTGOMERY JESSE&HEA'THER .ftj— AU licant• Jesse Mont 19MeN JRB AT: 40 OAK ST P Insurance: hone: giant Address: (413) 585-8482 ;OX 329 �;OX 329 ISSUED ON-3123105 0.00.00 ,1 PERFORM THE FOT LOWING WORK:CONSTRUCT 2 STORY SFH WATT CAGE/PORCH )'ST THIS CARD SO IT IS VISIBLE FROM D.P.W. STREET Building Inspector ;pector of Plumbing Inspector of Wiring Service: Meter: nderground: / Footings: fy1 ' Foundation: House# lough 7 -1 -Odl Rough: ? (w� .� .Y� Driveway Final• Final: i r (�-Q� d �� Rough Frame:6 y- Gas: ' Fireplace/Chimney: Fire Department f )©( ,ZIaq Insulation:OK Rough:7 dg Final:l G ;iD°OC Smoke: Viol e a-J L L, - Final:Ok Y BE REVOKED BY THE CIT OF NORTHAMPTON UPON VIOLATION OF THIS PERMIT MA ,,•-`" q ANY OF ITS RULES AND REGULATIONS. Cert!of Occupancy Feel e: Date Paid: Amot •�;r t City of Northampton Building $961.7 BUILDING INSPECTION LABEL r c 212 Main Street,Phone Tuilding Comn � 01 / Inspector _ Date_______r G 40 OAK ST BP-2005-0861 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 17C-323 CITY OF NORTHAMPTON �► Lot: -001 Permit: Building Category: BUILDING PERMIT Permit# BP-2005-0861 Project# JS-2005-1195 Est. Cost: $156000.00 Fee: $961.75 PERMISSION IS HEREBY GRANTED TO: Const. Class:513 Contractor: License: Use Group: R4 JESSE MONTGOMERY 077410 Lot Size(sq. ft.): Owner: MONTGOMERY JESSE&HEA'rHER A Zoning: URB Applicant: Jesse Montgomery AT. 40 OAK ST Applicant Address: Phone: Insurance: P O BOX 329 (413) 585-8482 () LEEDSMA01053 ISSUED ON:3123105 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 2 STORY SFH WATT GARAGE/PORCH POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough,. Rough: IA House# Foundation: U Driveway Final: Final: '0- ^ t Final: Rough Frame: 0 Gas: Fire Department i,�J Fireplace/Chimney: Rough: )Q ( � 0� Insulation:OK �' d -_4:; Final:1 L) jD_oJf Smoke: r II Final:Olt le..2 0-65- THIS PERMIT MAY BE REVOKED BY THE CIT OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. - - Certificate of Occupancy (/ FeeType: Date Paid: Amoi ,t ,T Building $961.7 ' City of Northampton BI�ILDING INSPECTION LABEL 212 Main Street,Phone( � � R? Building Comn V E n gL Inspector Date - U G