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16D-004 (2) u S A ---- EXIS:L- SEWER ------------------ MAIN STREET t4 ------------- NORTI-- --------- 49----- - :55 0) -29.. 25.27' U-1 > 7.25' z CL Lo w 86 w Ld C) w C,4 ui C) io 41 Lu q 4z, C) OrgN . . . . . . . .. . . . N ci) NELLIE LESKO BOOK 1407 PAGE 44 7 � 6B—0�5 I. V) Lo Qr OT LO T 2') PARCEL A- 1 PA GEL A-2 AREA= 25,722± S-f- - AREA=: 19,747± $•f• 6D-004 ------------DE-COiLRSE—QJVLY------ 97.0$------- TIE ,COURSE------ONLY---------- N N22°48'09"VV 135.22' N22*48'09 V 82.29' .00 CA (J) 128 -90 clong the old bed of Mill Rive f. J PETER AND DIANA CL WING TRUST GAZILLO L ij 0 BOOK 9982 ji. PAGE 177 z LLJ L-u w W w F- M P4 1371110 c� uj C, uJ Ld NOU33S CL IVOIN03 E—L S31dVA IH9I3H (D O cc CL G 12 If iol N'Vlc4 1Ol,-4 Is VW 0uo1?JwPq1J0N (z-V )R T-V 10-1) I@aJ4S WeW 'N ZOZ N(,)1iv,,)O1'L Oldd t717u '4 kEL17) TSTTO VW 'p-1ei4DJ0 UeIPUI anL]DAV AouadnS£8 ':)'d 'SaIPPOSSV -'R PUIS01 :A 23LITAMJd IDNIPA",0 Lu < ❑ N rN ]iv(] A9 NO11dJUS30 'ON u S A ---- EXIS:L- SEWER ------------------ MAIN STREET t4 ------------- NORTI-- --------- 49----- - :55 0) -29.. 25.27' U-1 > 7.25' z CL Lo w 86 w Ld C) w C,4 ui C) io 41 Lu q 4z, C) OrgN . . . . . . . .. . . . N ci) NELLIE LESKO BOOK 1407 PAGE 44 7 � 6B—0�5 I. V) Lo Qr OT LO T 2') PARCEL A- 1 PA GEL A-2 AREA= 25,722± S-f- - AREA=: 19,747± $•f• 6D-004 ------------DE-COiLRSE—QJVLY------ 97.0$------- TIE ,COURSE------ONLY---------- N N22°48'09"VV 135.22' N22*48'09 V 82.29' .00 CA (J) 128 -90 clong the old bed of Mill Rive f. J PETER AND DIANA CL WING TRUST GAZILLO L ij 0 BOOK 9982 ji. PAGE 177 z LLJ L-u w W w F- M P4 1371110 c� uj C, uJ Ld NOU33S CL IVOIN03 E—L S31dVA IH9I3H (D O cc CL i f I I i E w F- G E € E z 0 I o 220 220 z f c Qo c � z � I FRONT J BACK o - LL- i 210 210 i i FRONT BACK Pipy ?04 80 - tea:-- .£r3.__.�___ Elev. 03.63 w �'� � Elev.2b3.63 E!) C i O O I 200 Elev.2 .2 200 Elev.2 0 ! Elev,1 I L I I v.1 '- p O V-4-94.7, v,193.7 _ Iv.19 .7 .4 190 190 I U j Ln 0 30 50 75 100 150 175 200 0 30 50 75 100 150 175 200 -2 2 o S EICTI OJN A-A LEFT AND RIGHT WALL ELEVATION U 4 PROFILE > Q PROFILE C ' H:1"=5' x ru O c ti I DATE: 2i16J2015 SCALE: I SHEET: c S-5 I DECKING I /_2X8 JOIST@ 16' O. 2X10 LEDGE BOARD /W 2 SDS 1/4'X6.5' PIN A J❑IST 8' INTERVAL STAGERED 2-2X10 J❑IST ' BEAST HANGER(TYP) m f 2X6 WALL 3EAM�posr FRAMING 2X6 WALL 4' SLAB 6X6 POST 4• SLAB MING a rFOOTING MPSOM ASE POST ; NNECT❑R(TYP) zu DIAM. 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I max" I Z j 20'—1,. j ' n I I c Z I f I i � If I PORCH � i I � 42' C) a CEILING FRAMING PLAN vQ SECON FLOOR FRAMING PLAN "a � f _1 ° off 2x6 DOUBLE PLATE > Q Q 2X6 DOUBLE PLATE 2x6 DOUBLE PLATE �IBST l�16' O.0 1-3/4')(11 7/8' 1-3/4X11 7/8' I—JOIST 2 16' O.C. I—MST 2 16' -2X10 f1C BEAM U Go 0 `' ip Go 4 1-3/4' X It 7/8' 2 1-3/4' X U 7/8' < N LVL BEAM LVL BEAM ° DATE: JOIS JaI HANGER 3J30/2015 HANGE (TYP) 2X4 STUD (TYP) 216'OP—CrYP) 4— 2X6 STUD 2X6 STUD SCALE: Q1611C.(TYP) t1611CAM) 11 Tl I L 3-2X6 STUDS �(� SHEET: �� S-3 , ' ' ^ ' PHALT SHINGLES ---4ES LT PAPER CE & WATER SHIELD NONSTRUCTURAL 2' X 8' CEILING JOISTS �6- mc. RIDGE BOARD R44 BLOWN OR R-38 CEtLING INSULATION 1/2�EXTERIOR SHEATHING VAPOR BARRIER 8 RAFTER16' 0,C. 5/8' DRYWALL CEILING 12 CONT, AIR SPACE )RIP EDGE X 2' SOFFIT NAILER L2X4 H VWP%UILDING PAPER) COLLAR BEAM DOUBLE 2' X6' TOP P 1/2' EXTERIOR SHEATHING IL V BA 2X8 ROOF RAFTE RIM JOIST INSULATI 1/2' EXTERIOR SHEATHING IL LAP SIDIN 2X8 CEILING JI[ST@161 DOUBLE 2' X 6' TOP 1/2' EXTERIOR SHEATHING 1/2' S,R W/V.B. BED Q) 5 1/2' R-21 WALL INSULATION LVL BEAM c: :i� 0 RIM JOIST INSULAT 1112' EXTERIOR SHEATHING 1. X 6' TREATED SILL PLATE /2' ANCHOR BOLTS 6' 0,C. DINING ROOM F- FAMILY o 5 1/2' R-21 WALL INSULATION 8' FULL CONCRETE VAPOR BARRIER DAMP PROOFING (TO GRADE) 1/2 PER 1 FOOT GRADE F CL 4"CONCRETE FLOOR 2X4 SHEAR KEY Lo 12' X 22' CONT. CONCRETE Ln 2x6 DOUBLE PLATE = 1-3/4'XII 7/8' 8' CONCRETE BASEMENT -0 rMCAL K%SECTION 4' SLAB 0 MESH DATE: \_2X6 STUD 2,x2'XI2 WALL FRAMING SECTION nA* NTS ` , ^ � W FULL CONCRET oo� -5 112' R-21 WALL INSULATION(TYP) Ef 00( BASEMENT WALL NTS MICROLAM BEAM SPLICE LOCATION NTS has IL p LL J7 2X6 STUD cc CL GRADE 4KT, A 21 701 TI: G( 'YF) P1 T SUPPORT p DERME JOIST U-1h 'I Oct Xle e 16 PROVID 3- 2X6 SUPPORT EX12 BE 2: C7 u FULL CONCRETE o DAMP PROOFING (TO GRADE) 2X4 SHEAR K ---- ------- --------------- 12"" X 22" CONT. CONCiETE -6 SCALE: Pn,—lo, FOOTING NTS - TYPICAL WALL SECTION . . . . ' . . � Tj J. -1._LLL_U4-L I Cn Cn R-11 11 ly MMM Ul U DRAVVINuS PROVIDED BY: -PROJECT LOCATION SHEET TIT-E: _M 83 Superior Avenue Ln 0 Indian Orchard, MA 01151 Northampton, MA ELEVATION V15N5 O�_ D _ IN m .......... .._._........._............._..—_ C ull-1.11. U . PEP . . . . . VIII �� I II ® . i� II VC r� -� DRAWINGS PROVIDED Bl : PROJECT'LOCAL"ION SHEET'TITLE: fd0. DESCRIPTION BY EEL — n rn Joslad & Associates, P.C. 206 N. Main Street — ay M c3 83 Superior Avenue v, Indian Orchard, MA 01151 Northampton, MA ELEVATION VIEW - ---- WINDOW SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O EGRESS DESCRIPTION W01 204ODH 2 2 204ODH 24" 48" 26"X50" DOUBLE HUNG W02 2048DH 2 1 2048DH 24 156" 26"X58" DOUBLE HUNG W03 2626DH 2 0 2626DH 30 130" 32"X32" DOUBLE HUNG W04 2626DH 1 1 2626DH 30" 30" 32"X32" DOUBLE HUNG < W05 2626DH 1 2 2626DH 30" 30" 32"X32" DOUBLE HUNG W06 12640DH 1 2 10 2640DH 30" 48" 32"X50" DOUBLE HUNG > W07 12640DH 1 3 12 264ODH 30" 48" 32"X50" DOUBLE HUNG ` W08 12648DH 1 4 11 2648DH 30" 56" 32"X58"I IDOUBLE HUNG W09 13046DH 1 4 12 3046DH 36" 54" 38"X56"I IDOUBLE HUNG Z 0 42' a 8'-4" 2'-q" 10'-11" 4'-8" 0 4' 1'-4• 4' ad- z W z O MA5TER BDRM l�L 14'-q"x 15'-11" 0 14'-11" Master Walk In Clos t BEDR w z 8'-0"x 11'-5" 1 12'-1 O ZD V V LU 0 cl D 2668 2469 cQ a� - V/ 12'S;b — M C 2668 68 DBC 3 Tv r'.• f �► (6 �..^ L in in in Z m m - - in m o Z �UN RY DN u 'O e21j 2668 2466 O z MAST R BATH 6� m ® m ® 1 T-1 x T-2" U - 58363 (583630, O EN EL 26/ \ a --� x 0 N Ln m 7 O W W BEDR00 in in a 12'-5"x 12'-1 ,p u¢ 2: 0 o � - o Q m °' 5 T ° a O` x 1 '-5" a oZS in u _0 G c in o O DATE: w 4/1/2015 4'-q" 11'-1" 4'-q" 4'-10" 5'-5" 4'-4" 2' 5'-10" SCALE: 20'-"I" LIVIN AREA 8'-1" 1'-2" 12'-2" 42' SHEET: A-3 WINDOW SCHEDULE NUMBER LABEL CITY FLOOR SIZE WIDTH HEIGHT R/O EGRESS DESCRIPTION ' W01 204ODH 2 2 204ODH 24" 48" 26"X50" DOUBLE HUNG W02 2048DH 2 1 2048DH 24" 56" 26"X58" DOUBLE HUNG W03 2626DH 2 0 2626DH 30" 30" 32"X32" DOUBLE HUNG W04 2626DH 1 1 2626DH 30" 30" 32"X32" DOUBLE HUNG W05 2626DH 1 2 2626DH 30" 30" 32"X32" DOUBLE HUNG W06 2640DH 1 2 10 12640DH 130" 48" 32"X50" DOUBLE HUNG W07 2640DH 1 3 12 2640DH 30" 48" 32"X50" DOUBLE HUNG W08 2648DH 1 4 11 12648DH 130" 56" 32"X58" DOUBLE HUNG W09 3046DH 1 4 12 13046DH 136" 54" 38"X56" DOUBLE HUNG 26' 44'-3" 23' 2'-10"b'-b"3'-8" 14'-9" b'-41" 2-b" UTILITY 2336 o W3836 - - 1'8'•33' — — — ishwasher(pa1w " 833* B24R REF. - - -1 a �w zN \ N I I- 266f? vi o A N o p flt N r -11" X _ w=a wZ� ozA I x n 20'-10" Z —7 x zz 7 N 2668 4' 10" w cj'-3" zsse -1 o� I �o _ U-' x A I Cl T O J' p 20'-3" \ x v. N T o s / p r N / x X o lit to /I 0 TT6 � � n Z m � a F c� � N Sw 1 t 11A1 = ( D DRAWINGS PROVIDED BY: PROJECT LOCATION SHEET TITLE: NO. DESCRIPTION BY DATE n Joslad & Associates, P.C. 206 N. Main Street N M ° 83 superior Avenue Northampton, MA FIRST FLOOR PLAN "' Indian Orchard, MA 01151 (413) 222-1044 22'-10" 44'-2" 21'-4" 23'-b" 16'-10" 20'-8" 4'-b" - - - - - - - - - - - - - - - - - - - - - - - - - - I CIL I II I � I I I I ; I I • I I I N rn I ,. I I �•, ° I I I I -• I I I I •, I I �� I S I I I w z - - - - - - - - -1 I I I y' 8'b' I II I • I 1 - 1 � I ., I I i• I ; I I ' I O I �• I I :': I I '�, �_. - - - - - - - - - -- - - - - - - - - - - - - - - - - - --11l r-- - - - - - 40'-8" =3 CD �" Cn '� CD .�(� CD C < r -C CD CL --r o - `z -n CD oz oCD E Cr JMX CD CD T> _ CD M � z o I1N V1 (A DRAWINGS PROVIDED BY: PROJECT LOCATION SHEET TITLE: NO. RIPTION BY DATE Mm o m Joslad & Associates, P.C. 206 N. Main Street N .. 0 83 superior Avenue Northampton, MA FOU IDATIOiI PLAN Indian Orchard, MA 01151 p , (413) 722-1044 A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has to be absolute and complete. If,air can leak through an electrical device or through a crack it follows the path of least resistance and carries 99%of the moisture in a structure.This is evident every time one exposes fiberglass insulation and finds black insulation, which has filtered dirt out of the air moving through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 39. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 40. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:Thrul-oks are engineered for post attachment supporting a railing. Lateral attachment is required for each deck per section 502.2.2.3. 41. Smoke and CO detectors as required. 780 CMR R314 and R315. a. Smokes in each bedroom, within 10' of a bedroom door, and at the bottom of a stair leading to a finished floor above. b. CO within 10' of bedroom doors, at each level, for every 1500 sqft, (plumbing code in the mechanical room) Except if there are no fossil burning fuels or attached garage. c. Heat detector in attached garage,and other large unfinished unconditioned spaces. 42. Closets beneath stair which have doors must be drywalled with%". 780 CMR R302.7 43. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of ceiling joist to bottom of rafters an attic access of minimum RO of 22" x 30" is required to be located in an accessible place. It must be insulated equal to surrounding, gasketed, and secured in place. 44. Clearances above gas stoves and cook tops burners is 24"to non-combustible or 30" to combustibles. Relevant items must be submitted to the building department for approvals before inspections and or Certificates of Occupancy can be issued. Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday through Friday, 8:30 am to 4:30 pm, excepting we close for walk-ins at 12:00 noon on Wednesdays. My email address is: cmiller(d_)northamptonma.gov Thank you for you operation on these laatters. 4yuckMiller City of Northampton Assistant Commissioner and Zoning Enforcement r � 23. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9", maximum riser 8%", maximum overall variance for the run is 3/8",4" sphere rule on risers except where the total rise is 30" or less 780 CMR R311.7.4.3 Exception,4 3/8" on balustrade, 6" in the triangle. Graspable rail 1 %" minimum and 2" maximum rail, height minimum 34" maximum 38", required for 4 or more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. Rails must be continuous and returned to the wall if not to newel post. 780 CMR R311.7. 24. Guards 36" minimum height above walking surface, a bench is a walking surface, required for more than 30" above floor or grade within 36",4" sphere rule. 780 CMR R312.1. 25. Floor joist systems that are not equal to 1%" nominal dimension must be covered with %" drywall or 5/8" wood structural panel or equivalent with some exceptions. 780 CMR R501.3 26. Educate the plumber and electrician about maximum notch and hole sizes, and placement. 780 CMR R502.8 and R602.6. In bearing studs holes not larger than 40%of a stud no closer than 5/8 to the edge, In interior non-bearing studs holes not larger than 60%of a stud no closer than 5/8 to the edge, or holes in joist are a maximum 1/3 the depth not closer than 2" from the top or bottom or to any other hole. Notches are different. 27. Drilling or notching of more than 50% of the wall plate width of an exterior wall or load bearing partition requires a 16 GA 1 %" strap across the area and 6" beyond each side with 8- 10nd nails. 780 CMR R602.6.1 28. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen, and require 3' clearance from windows. 780 CMR M1502.3 29. Dryer duct transition is limited to 8' of aluminum flex, must be exposed, and the proper UL listing. 780 CMR M1502.4.3 30. Dryer duct maximum equivalent length is 25' less 5' per 901 elbow or per manufacturer's specs. 780 CMR M1502.4.4.1, no screwed connections. 31. Dryer ducts when concealed must have a permanent label or tag within 6' of the duct connection 780 CMR M1502.4.5 32. Markup air is required for any exhaust hood over 400 CFM. 780 CMR M1503.4 33. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work maintaining 1" clearance for 5'from the duct outlet for all fireplaces and airtight doors. 2009 IECC 402.4.3 34. Fire and draft stopping shall be completed before rough inspection.Typical locations, top (ceiling) and bottom (floor) plates, soffits, and every 10'within enclosed cavities. 780 CMR R302. 35. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 36. Dwelling/Garage fire separation.An attached garage (within 3' of main structure) is required to have%" drywall on the garage side of the separation wall and if there is a finished space above the garage all walls must have%" drywall and the ceiling 5/8" drywall. 780 CMR R302.6 37. Energy aspects shall comply with the stretch energy code. 780 CMR Appendix 115AA or 2009 IECC. a. An initial HERS evaluation is required including insulation levels anticipated. b. A final HERS evaluation confirming code requirements have been met including duct testing. c. A signed copy of th'e Thermal Bypass Checklist. 4 d. Energy information including mechanical equipment posted on the electric panel. e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Windows and the Thermal Bypass Checklist. Duct blast testing when practicable. f. All band joist insulation must be enclosed within an air tight cavity,which you must create. 38. Vapor retarders. Although these are still in the code have exceptions, one must understand that there is a difference between a vapor retarder or barrier and an air barrier. An air barrier is intended to stop air flow(convection) a vapor retarder or barrier is intended to stop molecular moisture transfer(diffusion). t. . 8. Emergency escape is required out of every basement whether habitable or not, each bedroom and walk- in attics. 780 CMR R310.1 ' 9. Crawl spaces can be treated in three different ways,vented (poor idea), exhausted (similar to exhaust only systems), or treating the space with supply and return. See 780 CMR R408 10. Ceiling joist are intended to prevent spread, once raised above the wall plate they become rafters ties and may require up sizing of rafters and increased nailing for example with a 4" slope 8-16nd common are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is required with a load path to the foundation. 11. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1/3rd 780 CMR R802.3.1 12. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 13. A complete window and header schedule is required.780 CMR Table R502.5 for header sizing and number of jack studs required. 14. Wood walls shall be capped with double plates to provide overlapping at corners and intersecting walls with bearing partitions,joints staggered 2' minimum.780 CMR R602.3.2 a. Exception: A single plate may be used or plates may be excluded over lintels provided the plates/lintels are adequately connected by a 3" x 6" plate .036 galvanized steel nailed to each segment with 6-8d nails 15. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I-joist and or Floor Truss c. Roof truss 16. All I-Joist need to be protected from fire with%drywall or 5/8 wood structural panel. (R501.3) 17. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall method being used. 780 CMR 602.10. a. Garage corners and large corner window/door layout may require special solutions. b. All corners must be appropriately attached to the foundation. c. When using PFH (R602.10.3.3) or PFG (R602.10.3.4)the nailing requirement is 4" and 3" respectively using 8d common nails or galvanized box nails. PNEUMATIC nails must be full headed with the temper and shank sizing meeting the strict code requirement. 18. When nailing sheathing make sure your pneumatic nailers' pressure is properly set. Nails set too deep perforate the sheathing weakening it and contribute to building damage in high wind events. 19. Ceiling heights minimum 7'for habitable spaces, 6'8" for bathrooms includes tub/shower area if a shower head is used,6'8" for basements, 6'4" at beams/ducts. 780 CMR R305.1. MA amended 20. Hazardous glazing locations, within 24" of a door, or within 60" of a stair, or across from hot tubs, spas, bathtubs within 60" if not 60" above the walking surface, and other locations. 780 CMR R308.4 21. Windows over 72" above grade with the opening less than 24 above the finished floor shall meet the 4" sphere rule. Order restrictors. 780 CMR R612.2 22. Egress and emergency escape requirements shall be strictly met. a. Basements, habitable attics, and all sleeping rooms require emergency escape. 780 CMR R310 b. Windows within 44" of floor, DH 3.3 sqft min window size, Casement 20"x41" exception 5 sqft at 15Y floor. Minimum clear opening 20"x24" or 24"x20". 780 CMR R310.1.1 c. Two doors remote as possible at the normal level of travel, opening measured from the face of the slab to the stop with door at 90 degrees, one 32" and one 28" minimum 78" high. 780 CMR R311.2 d. Landing at each door 36" out and the width of the door minimum 36", maximum step 7 %" from the top of the threshold and only in-swinging doors. 780 CMR 8311.3 City of Northampton jff �R� Massachusetts '. Ti r IIJ! r^.. DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street * Municipal Building Northampton, MA 01060 s`L s �'•` INSPECTOR Joseph Aimua 'April 6, 2015 Some Street Some Town, MA 01060 Subject Location: 206 North Main Street Map Block: 16D-004 Mr.Aimua, Your building permit application and plans dated 2-16-15, 2-17-15, 2-30-15 and 4-1-15 have been approved as drawn, noted and per this memo. All work must meet all applicable codes whether noted or not included within this memo. Please follow up on the following items: These items will need to be accomplished as the project moves forward; 1. Deck piers need to be a minimum of 12".The assumed bearing capacity is 2000 Ibs per sgft. 2. Rails on all steps more than three risers,closed risers and guards above 30". 3. HERS final ratings, duct blast results, and a signed Thermal Bypass Checklist. 4. Smoke, Heat and CO detectors throughout the structure to current building codes. 5. An emergency escape window is required within every bedroom and basement. 6. An air barrier is required between the tub and the wall cavity. 7. If permeable insulation is used air sealing and an air sealing inspection is required at the exterior and interior skins.Typically the sheathing and drywall. 8. Tempered windows are required at all hazardous locations. Note:The 2012 IECC with MA amendments is the non-stretch energy code and the new Stretch Code expected to be completed in 2015. As of August 4th 2011 the 8th Edition MA code is the 2009 IRC with MA amendments. In the following are some generic requirements which seem to be problematic. This is not intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes. Read only international codes are available on line at http•//publicecodes.cyberregs.com/icod/one must also consider the MA amendments to these codes which can be found at www.mass.gov/dps/bbrs . The current relevant building codes are: 2009 IBC, 2009 IEBC,2009 IMC, 2009 IRC, 2009 or 2012 IECC,AA115, MA amendments. 1. Structures shall conform to 780 CMR 8th Edition 1 and 2 family building codes with MA amendments. 2. Grading plan for structures being constructed required. 780 CMR R401.3 for drainage requirements. 3. A basement drainage system is required in all basements 780 CMR R405.2.3. except those in group I soils (table R405.1) 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1. or if high water table or severe soils waterproofing 780 CMR R406.2. 5. Through wall form ties must be removed from both faces and patched with hydraulic cement. 780 CMR R406.2 of amendments. 6. Foundation anchor bolts must be %z" and be embedded a minimum of 7" into the concrete. 10" bolts! 780 CMR R403.1.6 7. CMU foundations require 3/8" parging before damp proofing.780 CMR R406.1 see exceptions. .............. Ijm -y3i(,vv 1 C-C W W2 CIL Ck 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. i Location: 206 North Main Street, Florence Inquiry Made By: Joseph Almua 413-222-1044 3/91X5 Date of Inquiry: Number of Type of Single Family X Type of Private X Units: 1 Units : Ownership:� ) Apart. Comm. p Condo Multi-family Rental {Annlieant to fill nut the shove) Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: No:X Size of Water Main: 16" Material: Cast Iron Age: 1871 Approximate Static Street Flow Test Conducted:Yes: No:X Pressure: 70psi If done attach results Size of Service Connection 3/4" — tee off existing service to 4202 Suggested Meter Size: 518" Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. Service to tee off of existing service for#202.Deed must indicate Ownership of this service after current curb stop.See attached sketch. • 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 5 working days notification. • r all conform to Northampton Water Department specifications. e R.Nuttehnan,Superintendent of Water Dept. Water Entry$ 200 Meter$ 130 Radio$135. cc: Ned Huntley,Director Note: If this availability s for a new construction it must be hand delivered to the Building Inspector. Y� \\5ub1\adinin\T'eriuits\Water Application\Water Availability.doc MUNICIPAL SEWER/AVAILABILITY APPLICATION Northampton Streets Department 125 Locust Street Northampton, MA 01060 587-1570 A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prior to any construction or connection activity associated with this application. Location: 206 North Main Street, Florence, MA 01062 Inquiry Made By: Joseph Aimua 413-222-1044 Date of Inquiry: 319115 Reason for Request: New Construction Hook into City Sewer Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5 '/ deep Yes — `= No t Size of Sewer Main: _1 � Material V, Age: t g6C5 Depth of Sewer Main: Length of Sewer Main: Size of Service Connection: U N k NO Lk-,/,7 Type of Service Connection: Tie-in to Sanitary Main Tie-in to Sanitary Stub Comments: City Requires 6" cleanout installed at City Property Line Note: If this availability is for new construction this form must be hand delivered to Building Inspector. 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. John Hail Sewer Department �� cc: Ned Huntley, Director DPW ��►_ Louis Hasbrouck, Building Commissioner 202 Permit No. D13-15 Conditions: Driveway Permit In lieu of plan approved by the City Engineer I agree to the following added conditions: 1. 1 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 Signature Name: Joseph Aimua Address: 83 Superior Avenue Indian Orchard, MA 01 151 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. For Commercial and Industrial applicants, a plan showing the proposed driveway with grades, location and Planning Board permits are required. Cc: Building Inspector Permit No. D13-15 CITY OF NORTHAMPTON, MA DRIVEWAY PERMIT Date: 3/9/2015 Check#: 104 FEE: $250.00 THE BOARD OF PUBLIC WORKS Driveway must be staked and house & lot number posted The undersigned respectfully petitions your honorable body for: A new curbcut Permission to install a driveway at: 206 North Main Street, Florence, MA 01062 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. Code of Ordinances §350-8 8 providing standards for private, individual driveways as amended by the City Council on October 15, 2009, must be followed. By: Joseph Aimua Telephone: 413-222-1044 ature. Proposed Location Inspection B 3 —c)3 9- C Q3 4 Gravel Base Grade Inspected By: Final Approval: THE BOARD OF PUBLIC WORKS voted that petition be granted. Edward S. Huntley, P.E. Director of Public Works Cc: Building Inspector (SUBJECT TO ATTACHED CONDITIONS 1 & 2) 2012 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 19.00 Floor 0.00 Ceiling / Roof 49.00 Ductwork(unconditioned spaces): Glass&Door Rating Window 0.31 0.29 Door 0.29 0.28 Heating&Cooling Forced Hot Air 95 AFUE Cooling System: Water Heater: Name: Date: Comments 1 , � Plans verified le1d d e4 sons n: �.i�: �# ,^�. d7r�%;.�. au'itt H;'9� �� is H'� .s � as o- 1 � • a-a a5 H i,,r" .n �.S * ___ �k e 4041,1 Fuel gas lighting systems have ❑Complies [F123]3 :no continuous pilot light. ! []Does Not ' ❑Not Observable ❑Not Applicable 401:3 ;Compliance certificate posted. ❑Complies [F17]2 []Does Not []Not Observable ❑Not Applicable 303.3 Manufacturer manuals for []Complies [FI18I3 mechanical and water heating ❑Does Not , ;systems have been provided. ❑Not Observable I []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 02/17/15 Data filename: C:\Users\Gilbert\Documents\REScheck�OSLAND ASSOCIATES 2 202 NORTH MAIN STREET Page 10 of10 NORTHAMPTON MA.rck Ji'm I5 Pfain+ rYr]#ett �ild � 402.1.1, (Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood j❑ Wood T Does Not ;table for values. 402.2.2, j ❑ Steel j❑ Steel :❑Not Observable 4 0 .2.6 j :❑Not Applicable ; 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 (manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every 300 ft2. Jill ONot Observable El Not Applicable 402.2.3 ;Vented attics with air permeable ❑Complies [F122]z' ;insulation include baffle adjacent ❑Does Not Ito soffit and eave vents that :extends over insulation. ❑Not Observable ❑Not Applicable 402.4.1.2 :.Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies [FI17]1 each in Climate Zones 1-2, and :❑Does Not <=3 ach in Climate Zones 3-8. '❑Not Observable ❑Not Applicable 403.2.2 ;Duct tightness test result of<=4 cfm/100 I cfm/100 ;❑Complies [FI4]1 lcfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ;❑Not Observable ,handler @ 25 Pa. For rough-in ; !tests,verification may need to 1 :❑Not Applicable :occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated ❑Complies [FI24]1 :by manufacturer at<=2%of ❑Does Not ;design air flow. ❑Not Observable ❑Not Applicable 403.6 Heating and cooling equipment ❑Complies [FI5]1 type and capacity as per plans. ❑Does Not I ❑Not Observable ❑Not Applicable 403'.1.1 ;Programmable thermostats ❑Complies [17I9]2 !installed on forced air furnaces. 4 ❑Does Not ❑Not Observable ❑Not Applicable 403';1.2 ;Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable ; 403,4.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 403.5.1 iAll mechanical ventilation system ❑Complies [F125]2 :fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable 1 :and air flow limits. ❑Not Applicable 404.1 ,75%of lamps in permanent ❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not !fixtures have high efficacy lamps. C' []Not Observable Does not apply to low-voltage ❑ lighting. Not Applicable ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 02/17/15 Data filename: C:\Users\Gilbert\Documents\REScheck�OS LAND ASSOCIATES 2 202 NORTH MAIN STREET Page 9 of 10 NORTHAMPTON MA.rck 6 3 ..., ' 303.1 All installed insulation is labeled ❑Complies [IN13]2 :or the installed R-values �u`w6j � '� ❑Does Not i provided. , l�sr ! 1, r []Not Observable , ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ;❑ Mass :❑Not Observable [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). ❑ Steel E] Steel ❑Not Applicable ; 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ? ❑Does Not ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 02/17/15 Data filename: C:\Users\Gilbert\Documents\REScheck�OS LAND ASSOCIATES 2 202 NORTH MAIN STREET Page 8 of 10 NORTHAMPTON MA.rck 3: k C o ' aw y Ilpha� pp� Htirli4u��+ /yy� Plans 1/erffted Plead Yer /�/� Lek . Gx M tes n k Pt 9. €h1 1 I� 403,5 Automatic or gravity dampers are ❑Complies [FR1912 ;installed on all outdoor air �yI r "�r ❑Does Not intakes and exhausts. i []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 02/17/15 Data filename: C:\Users\Gilbert\Documents\REScheck�OSLAND ASSOCIATES 2 202 NORTH MAIN STREET Page 7 of 10 NORTHAMPTON MA.rck V � [�� j�� 5�h � �a�ti�s��y,�y� /;mow` � Piaris�lfei'ifi�d �f�1d,Yer i ��a��H� �y��.'�y'��a �M�„ice. jai m, .xrprMF M-4 A gym, . 402.1.1, :DoorU-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 j❑Does Not table for values. [FR1]1 UNot Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;average). ;❑Does Not table for values. 402.3.3 402.3.6, ❑Not Observable 402.5 ❑Not Applicable [FR2]1 ; 303.1.3 1 U-factors of fenestration products ❑Complies [FR4]1 pare determined in accordance '�ii�) �V ❑Does Not ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. +` ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's []Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/W DMA/CSA 101/15.2/A440 }i ; for has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4,4 IC-rated recessed lighting fixtures []Complies ; [FR16]z :sealed at housing/interior finish ❑Does Not ;and labeled to indicate:52.0 cfm ! ❑Not Observable leakage at 75 Pa. ❑Not Applicable 405.2 ,All ducts in unconditioned spaces ; R- R- ;❑Complies ; [FR25]1 for outside the building envelope ;❑Does Not ;are insulated to zR 6. ;❑Not Observable ' ❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13I1 :air handlers, and filter boxes are []Does Not ;sealed. []Not Observable ; ❑Not Applicable 403,2.3 Building cavities are not used as ❑Complies [FR15]3 :ducts or plenums. « ❑Does Not j ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105 QF or chilled fluids UDoes Not 3.elow 55 QF are insulated to>_R- E] : Not Observable ❑Not Applicable 403.3.1 Protection of insulation on HVAC []Complies[FR24]1 piping. ❑Does Not ❑Not Observable IN=I ; E ..................... ]Not Applicable 403.4.2 ;Hot water pipes are insulated to ; R- ; R- ❑Complies ; [FR18]2 , 2:R-3. j ;❑Does Not ; ❑Not Observable , ❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) "3'1 Low Impact(Tier 3) Project Title: Report date: 02/17/15 Data filename: C:\Users\Gilbert\Documents\REScheck�OSLAND ASSOCIATES 2 202 NORTH MAIN STREET Page 6 of10 NORTHAMPTON MA.rck j , F(ar�ctfic i tfo Y Pta�ns Verified Fildt•Yer$fied ompryl+� n "vpPi�r'I�,r4 L Y `hisr,'ic d r Yaiue �I 'N� r`',��NR 402.1.1 ;Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [F04]1 ;insulation R-value.Where interior: ;❑Does Not ;table for values. :insulation is used,verification R R ❑Not Observable may need to occur during ; Insulation Inspection. Not :❑Not Applicable !required in warm-humid locations; ' in Climate Zone 3. ; 303.2 ;Conditioned basement wall ❑Complies ; [F05]1 insulation installed per ❑Does Not ;manufacturer's instructions. []Not Observable I []Not Applicable 402.2.8 ;Conditioned basement wall ; ft ft ;❑Complies ;See the Envelope Assemblies [F06]1 ;insulation depth of burial or 1 ❑Does Not ;table for values. ;distance from top of wall. j ;❑Not Observable ❑Not Applicable 303:2.1 to protective covering is installed ❑Complies [FO11)Z •Ito protect exposed exterior ❑Does Not ;insulation and extends a []Not Observable ' ,minimum of in. below grade. ❑Not Applicable 403.8 ,Snow-and ice-melting system ❑Complies I rx [F012]2 controls installed. '' ❑Does Not IN I ❑Not Observable ❑ Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 02/17/15 Data filename: C:\Users\Gilbert\Documents\REScheck�OSLAND ASSOCIATES 2 202 NORTH MAIN STREET Page 5 of10 NORTHAMPTON MA.rck REScheck Software Version 4.6.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Plains Yerlfiiedieltl Vert#lads ctrr qY ow (OD ;" 7 Yl Xat 103.1, ;Construction drawings and mplies 103.2 documentation demonstrate ' es Not [PR1]1 ;energy code compliance for the ( t Observable;building envelope. t Applicable 103.1, ;Construction drawings and mplies 103.2, (documentation demonstrate es Not 403.71 energy code compliance for t Observable [PR3] ;lighting and mechanical systems. Systems serving multiple t Applicable :dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302,1,' Heating and cooling equipment is: Heating: Heating: ;❑Complies 403.6 :sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: t Cooling: ;❑Not Observable ' .,, :Manual J or other methods Btu/hr Btu/hr :approved by the code official. ❑Not Applicable I Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3). „ Project Title: Report date: 02/17/15 Data filename: C:\Users\Gilbert\Documents\REScheck OS LAND ASSOCIATES 2 202 NORTH MAIN STREET Page 4 of 10 NORTHAMPTON MA.rck Gross Area Glazing Cavity Cont. Assembly or R-Value R-Value or Door UA Perimeter U-Factor Wall 7:Wood Frame, 16" o.c. 336 21.0 0.0 0.057 18 Orientation: Back Window 15:Vinyl Frame:Double Pane with Low-E 12 0.310 4 SHGC: 0.29 Orientation: Back Wall 8:Wood Frame, 16"o.c. 280 21.0 0.0 0.057 15 Orientation: Left side Window 16:Vinyl Frame:Double Pane with Low-E 12 0.310 4 SHGC: 0.29 Orientation: Left side Mechanical Equipment Description Fueltype Efficiency Forced Hot Air Gas 95 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 desig ed to meet the 2012 IECC requirements in REScheck Version 4.6.0 and to comply with the mandatory require is listed in the RE heck Inspection Checklist. —�_� 12s- Name-Title Signaturg- Date Project Title: Report date: 02/17/15 Data filename: C:\Users\Gilbert\Documents\REScheck�OS LAND ASSOCIATES 2 202 NORTH MAIN STREET Page 3 of 10 NORTHAMPTON MA.rck Gross Area Cavity Cont. Glazing Door UA Perimeter U-Factor Window 1:Vinyl Frame:Double Pane with Low-E 8 0.310 2 SHGC:0.29 Orientation: Front Window 1 copy 1:Vinyl Frame:Double Pane with Low-E 8 0.310 2 SHGC: 0.29 Orientation: Front Door 1: Solid 21 0.190 4 Orientation: Front Door 2: Solid 21 0.190 4 Orientation: Front Wall 2: Wood Frame, 16" o.c. 315 21.0 0.0 0.057 17 Orientation: Right side Window 3:Vinyl Frame:Double Pane with Low-E 12 0.310 4 SHGC: 0.29 Orientation: Right side Window 3 copy 1:Vinyl Frame:Double Pane with Low-E 12 0.310 4 SHGC: 0.29 Orientation: Right side Wall 3:Wood Frame, 16"o.c. 378 21.0 0.0 0.057 17 Orientation: Front Window 5:Vinyl Frame:Double Pane with Low-E 10 0.310 3 SHGC: 0.29 Orientation: Front Window 5 copy 1:Vinyl Frame:Double Pane with Low-E 10 0.310 3 SHGC: 0.29 Orientation: Front Door 3: Solid 21 0.190 4 Orientation: Front Door 4: Glass 42 0.290 12 SHGC: 0.28 Orientation: Front Wall 4:Wood Frame, 16" o.c. 315 21.0 0.0 0.057 18 Orientation: Left side Window 7:Vinyl Frame:Double Pane 4 0.310 1 SHGC: 0.29 Orientation: Left side Wall 5:Wood Frame, 16" o.c. 336 21.0 0.0 .0.057 16 Orientation: Front Window 8:Vinyl Frame:Double Pane with Low-E 8 0.310 2 SHGC: 0.29 Orientation: Front Window 8 copy 1:Vinyl Frame:Double Pane with Low-E 8 0.310 2 SHGC: 0.29 Orientation: Front Window 10:Vinyl Frame:Double Pane with Low-E 12 0.310 4 SHGC: 0.29 Orientation: Front Window 10 copy 1:Vinyl Frame:Double Pane with Low-E 12 0.310 4 SHGC: 0.29 Orientation: Front Window 10 copy 2:,Vinyl Frame:Double Pane with Low-E 12 0.310 4 SHGC: 0.29 Orientation: Front Wall 6:Wood Frame, 16" o.c. 280 21.0 0.0 0.057 15 Orientation: Right side Window 13:Vinyl Frame:Double Pane with Low-E 9 0.310 3 SHGC: 0.29 Orientation: Right side Window 14:Vinyl Frame:Double Pane with Low-E 12 0.310 4 SHGC: 0.29 Orientation: Right side Project Title: Report date: 02/17/15 Data filename: C:\Users\Gilbert\Documents\REScheck�OSLAND ASSOCIATES 2 202 NORTH MAIN STREET Page 2 of10 NORTHAMPTON MA.rck REScheck Software Version 4.6.0 Compliance Certificate Project Energy Code: 2012 IECC Location: Northampton, Massachusetts Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area: 2,342 ft2 Glazing Area 8% Climate Zone: 5 (6404 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: LOT 2 202 NORTH MAIN STREET JOSLAND ASSOCIATES NORTHAMPTON, MA 83 SUPERIOR AVE INDIAN ORCHARD, MA 01151 222-1044 big - Compliance: 2.8%Better Than Code Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 1,171 49.0 0.0 0.026 30 Basement Wall 1:Wood Frame 336 19.0 0.0 0.044 15 Orientation: Front Wall height:8.0' Depth below grade: 8.0' Insulation depth: 8.0' Basement Wall 2:Wood Frame 336 19.0 0.0 0.044 15 Orientation: Back Wall height: 8.0' Depth below grade: 8.0' Insulation depth: 8.0' Basement Wall 3:Wood Frame 280 19.0 0.0 0.044 12 Orientation: Left side Wall height: 8.0' Depth below grade: 8.0' Insulation depth: 8.0' Basement Wall 4: Wood Frame 280 19.0 0.0 0.044 12 Orientation: Right side Wall height: 8.0' Depth below grade: 8.0' Insulation depth: 8.0' Wall 1:Wood Frame, 16" o.c. 378 21.0 0.0 0.057 18 Orientation: Front Project Title: Report date: 02/17/15 Data filename: C:\Users\Gilbert\Documents\REScheck�OS LAND ASSOCIATES 2 202 NORTH MAIN STREET Page 1 of 10 NORTHAMPTON MA.rck ENERGY EFFICIENCY PLAN 2. Preliminary Home Energy Rating Results Based on the assumptions descri bove, we have calculated the following Preliminary Home Energy Rating results. Preliminary HERS Inde : 65 Preliminary Improveme er 2014 Mass. Reference Home v2: 22.0%-Tier I' Note that Confirmed Home Energy Rating results may vary from the Preliminary Home Energy Rating results due to changes in building plans, energy features installed in the home, RESNET standards, software changes, and other factors. 3.Services Requested CET will provide a Confirmed Home Energy Rating for the purpose(s) indicated below. CET will charge fees for these activities based on your Home Energy Rating Services Agreement. • Stretch Energy Code compliance • Incentives for the Mass Save Residential New Construction program -Tier I' ' = Mass Save Residential New Construction requirements and incentive amounts can change at any time without notice at the discretion of program sponsors. We anticipate, but do not guarantee, that current program requirements and incentive amounts will apply to this project as long as it is completed and inspected by November 30, 2016. As part of these services, CET will verify that your home meets all the requirements of these programs. I have reviewed and understand this Energy Efficiency Plan. I have reviewed the assumptions in part 1 and confirm that the assumptions are correct. si nature: Date: 2' n , r Printed Name: J'-- H �� Company: dS�-'R� � 6SCCfQ EI-S PC. Preliminary Rater:John Saveson Date:3123115 Job#:P15326 Page 2 of 2-Please send signed form to the Center for EcoTechnology Tel(413)586-7350 ext.242-Fax(413)586-7351 -greenhome @cetonline.org L1J IMEcoTechnology- we CENTER FOR Umake green make sense- ENERGY EFFICIENCY PLAN Project Address: 206 N. Main St., Florence, MA Conditioned Floor Area 2,421 ft Volume 30,030 ft Building Type Single family detached Bedrooms 3 1. Assumptions for Preliminary Home Energy Rating CET has completed a Preliminary Home Energy Rating with the following assumptions: a) The construction plans you have provided are accurate, including window dimensions and locations. b) Energy features not listed below in part c will meet the prescriptive requirements of the IECC 2009. c) The home will be built to incorporate the following energy features: Specifications Used in Analysis i3uildina Enveiope Foundation Walls 2" Dow Thermax Interior Rigid Foam Board (R-13), including at wall top up to sill plate Basement Slab Uninsulated, 36"minimum below grade Floor over Garage R-38 Fiberglass Batts, held in contact with subfloor Rim & Band Joists R-21 Fiberglass Batts Exterior Walls, including garage and attics R-21 Fiberglass Batts, all cavities fully enclosed by air barrier on both sides (including behind tub units, flue shafts,walls to attics, etc. Windows &Glass Doors U-value = 0.30 SHGC=0.30 Exterior Doors R-5/U-0.20 Attic: 13" loose-blown cellulose (R-48), sealed eave wind baffles, Ceilings &Attic Hatches plywood edge dam at hatch Attic Hatch: R-10+ Foamboard, fully gasketed Blower Door Test* 3.0 ACH50 or better* Thermal Enclosure Checklist, sections 3+5 Meet all Checklist Requirements as verified by a HERS rater at pre- drywall and final inspection *The 2009 IECC requires a blower door test result of 7 ACH50 or lower and the IECC 2012 requires 3 ACH50 or lower. Mchatlical SYStems Specifications Used in Analysis Heating Equipment 96.0 AFUE propane furnace Cooling Equipment 13 SEER air conditioning,TXV or EXV valve included, properly sized and documented on Mass Save HVAC Contractor Checklist Water Heating Equipment Propane tank, 0.63+ Energy Factor Duct Leakage** <6 CFM25 leakage to outdoors per 100 sq ft of finished floor area, or 0 leakage to outdoors (100%within conditioned envelope) Duct Location & Insulation 45% Unconditioned Attic R-8;45% Conditioned Basement R-0; 10% Conditioned Space R-0 Whole House Ventilation Continuously operating, variable speed bath exhaust fan <1.0 sones, 54-65 CFM, Energy Star Certified Lia.htinA& Appiiances Specifications Used in Analysis Lighting 80%CFL, LED, or in-based fluorescent Refrigerator ENERGY STAR certified Dishwasher ENERGY STAR certified Unit Unit Areas Unit Cost Cost/sf BASEMNET 1848.00 -493.50 -177.40 -13.50 Total 1163.61 $0.20 $233 FIRST FLOOR 1848.00 -493.50 -177.40 -36.75 Total 1140.36 $0.50 $570 SECOND FLOOR 1848.00 -493.50 -177.40 -36.75 -25.00 Total 1115.36 $0.30 $335 GARAGE 483.00 Total 483.00 $0.20 $97 DECK/ PORCH 104.35 120.00 Total 224.35 $0.20 $45 Total Building Permit Cost L I 1 279 DATE (MMIDDNYYY) A►C Q° CERTIFICATE OF LIABILITY INSURANCE 12/01/2014 HIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS IERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Phone: (413)562-2304 Fax: (413)568-670B NAMEACT Roger Butler Insurance Agency,Inc. ROGER BUTLER INSURANCE AGENCY,INC. PHONE (413)568-6708 ac Ne Ex: 413 562-2304 ac No), 5 COURT STREET/P 0 BOX 816 ADDRE&MAIL SS: info@rbutierins.com. WESTFIELD MA 01086 PRODUCER 5169 CUSTOMER ID: Agency Uc#:1780920 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA :A I M MUTUAL GIBERSON CONSTRUCTION INC INSURERS C/O SHAUN GIBERSON INSURERC P O BOX 2178 WESTFIELD MA 01086 INSURER D: INSURER E INSURER F t COVERAGES CERTIFICATE NUMBER: 20769 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, INSR ADD'L SUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MMIDD MMIDD GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED $ COMMERCIAL GENERAL LIABILITY PREMISES a occurence CLAIMS-MADE 17 OCCUR MED.EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PEA: PRODUCTS-COMPIOPAGG $ PRO- MLOC $ POLICY AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ HIRED AUTOS (Per accident) NON-OWNED AUTOS $ $ I UMBRELIA LIAR OCCUR EACH OCCURRENCE EXCESS LIAR CLAIMS-MADE AGGREGATE DEDUCTIBLE $ — RETENTION $ $ WC STATU- OTH A WORKERS COMPENSATION AWC4007012953 05/16/14 05116/15 TOR'�iMlrs $ AND EMPLOYERS' LIABILITY Y/N E.L EACH ACCIDENT 100,000 ANY PROPRIETORIPARTNEWEXECUTNE F7_ NIA OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 100,000 (Mandatory in NH) If yes,dewAba under E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) THE WORKERS COMPENSATION POLICY DOES PROVIDE COVERAGE FOR SHAUN GIBERSON CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE JOSLAD ASSOCIATES THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 84 SUPERIOR AVENUE ACCORDANCE WITH THE POLICY PROVISIONS. INDIAN ORCHARD,MA 01151 AUTHORIZED REPRESENTATIVE I Attention: (EMTI)(EMTH)AIMUA @HOTMAIL.COMwy��r. � Tina M`Bea`u"�ie __a ACORD 25(2009/09) C 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD i Y 0 DATE(MM/DD/YYYY) ,ate n CERTIFICATE OF LIABILITY INSURANCE 12/1/14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES 1BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED °PRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. ORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Keri Ruscianor CISR Rejean J. Remillard Ins Agency PHONE (413) 789-3070 1 AIX No: (413) 786-0193 1040 Springfield Street ADDRESS: Ruscianok @aol.com Feeding Hills, MA 01030 INSURER(S) AFFORDING COVERAGE NAIC# INSURERA:Main Street American Assurance INSURED INSURER B: Giberson Construction Inc. INSURERC: 76 Wolcott Street INSURER D: p. 0. Box 2178 INSURER E: Westfield, MA 01086 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR ADDL SUBR POLICY EFF 7PERSONAL& LIMITS TYPEOFINSURANCE I D POUCYNUMBER M/DD/Y A GENERALLIABILITY Mp0648 32 6/2/14 EACH OCCURRENCE $ '1 000 000 DAMAGE TO RENTED $ 500 000 COMMERCIALGENERALLIABILITY CLAIMS-MADE �OCCUR MED EXP(Aryone person) $ l0 000 ADVINJURY $ 11000,000 I GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMITAPPLIES PER PRODUCTS-COMP/OPAGG $ 2,000,000 j $ POLICY PRO- LOC $ AUTOMOBILE LIABILITY EaaccidentSINGLELiMIT $ BODILY INJURY(Per person) $ ANYAUTD ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS PROPERTY DAMAGE $ NON-OWNED Per accident HIREDAUTOS _AUTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ j DIED RETENTION$ $ WORKERS COMPENSATION WC STATU- ER AND EMPLOYERS'LIABILITY YIN ANY PROPRIETORIPARTNEWEXECUTNE NIA E.L.EACH ACCT DE NT $ (Mandatory RIM iMNH)EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ If yyes describe under E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if mores pace is requ red) I I i CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN JOSlarid ASSOClateS ACCORDANCE WITH THE POLICY PROVISIONS. _ 84 Superior Avenue Indian Orchard, MA 01151 AUTHORIZED REPRESENTATIVE 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: SECTION 8 CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: V �SE�k� ! x=M�� 1 -� a �.�- • SJ12—UC QP- L � �� License Number ti,41>wv4 o" NA 01151 C)& [ --Z)o I t Add ss �" a Expiration Date 222 "' 14 Signa a Telephone 8,°Re 'Isterec!dome l npro�i ittent Cantrad6i.,;r Not Applicable ,r Company Name Registration Number Address Expiration Date Telephone 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...... ❑ , w.. 11 k �c m"W ��ni'ri ems tion The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of 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"cWifiea,and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,St a and Local nin aws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5 DESCRIPTION OF PROPOSED WORK(check all applicable) New House Addition ❑ Replacement Windows Alteration(s) Roofing Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [[a Siding[O] Other[p] Brief Description of Proposed Work: 0b,1s-C9-etc-:TtbN LE A >JEW SIr4 GL�, f-APAIL� lfbu!� s Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a 1#New h`ou'se rrd or addition to existing housing, com61ki the follow : a. Use of building : One Family_2� Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of Yneew construction. Dimensions e. Number of stories? 9— f. Method of heating? 0 2-CLD (- GA; Fireplaces or Woodstoves N Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction 2 V eAm lmc, i. Is construction within 100 ft. of wetlands? Yes >< No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade ) k. Will building conform to the Building and Zoning regulations? '>< Yes No. 1. Septic Tank City Sewer_ Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Name Signature of Owner/Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column filled in by Building Depaa rtmim ent Lot Size Frontage Setbacks Front Side L: R:= L: .'L R: 177-1 Rear Building Height Bldg.Square Footage _.I --- % Open Space Footage ; {{ % (Lot area minus bldg&paved 1 addn #of Parking Spaces W Fill: Z.go C. volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DONT KNOW Q YES 0 IF YES, date issued: i IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW Q YES Q IF YES: enter Book Page; nd/or Document# e r B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW Q YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: L C. Do any signs exist on the property? YES Q NO IF YES, describe size, type and location: A D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,ex vation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES Q NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. City of Northampton Building Department WR 1 9 2015 U 212 Main Street Room 100 E1 tnc,Plumbing&Gas inspections Northampton, MA 01060 Northam ton,M/►otos 13-587-1240 Fax 413-587-1272 APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 7 SITE INFORMATION �1.1 Property Address: hIls section to be co/m�pleted by office "z � Ma p Lot —Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: J0Si_PH 13=rnLA P\ - 3 S4e&(Z(6fL i0t>i (i'.eNAyq) �ltS N m (Print) Current Mailing Address: 44�1 2 22 _ f D Telephone J l Signature 2.2 Authorized Agent: Name(Print) Current Mailing Address: Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only com feted by ermit applicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of 7 Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) Sf 510 5. Fire Protection -'Q`- 6. Total=0 +2+3+.4+5) El 3m, ODO Check Number 7o-3_5 This Section For Official Use Only Building Permit Number: IIsssued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0879 APPLICANT/CONTACT PERSON AIMUA JOSEPH ADDRESS/PHONE 83 SUPERIOR AVE INDIAN ORCHARD01151 (413)222-1044 Q `� PROPERTY LOCATION 206 NORTH MAIN ST-LOT 2 � , MAP 16D PARCEL 004 001 ZONE URB(75)/URA(25)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out , Fee Paid Typeof Construction: CONSTRUCT 2 STORY SFH W/GARAGE/DECK/PORCH 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 I F 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 Commission Permit DPW Storm Water Management lition Delay Sign a of Building Offi al 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. 206 NORTH MAIN ST-LOT 2 BP-2015-0879 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 16D-004 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:New Single Family House BUILDING PERMIT Permit# BP-2015-0879 Project# JS-2015-001717 Est. Cost: $300000.00 Fee: $1279.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: Homeowner as Contractor Lot Size(sa.ft.): 43995.60 Owner: AIMUA JOSEPH Zoning:URB(75)/URA(251/ Applicant: AIMUA JOSEPH AT. 206 NORTH MAIN ST - LOT 2 Applicant Address: Phone: Insurance: 83 SUPERIOR AVE (413) 222-1044 O INDIAN ORCHARDMA01151 ISSUED ON:41712015 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 2 STORY SFH W/GARAGE/DECK/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: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Shinature: FeeType• Date Paid: Amount: Building 4/7/2015 0:00:00 $1279.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner