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44-134 2ND FLOOR FRAMING PLAN - I , L ------- Floor Framing Material ------- Type Qty. Product Length L ------ ---- ------- ------ B7 R1 R1 B1 R5 R1 5 Spruce-Pine-Fir #2 2 x 10 16' 0" _ J1 49 v v 14' 0" 3 Pi p R2 1 v v • R3 2 v v 12' 0" - R4 2 v v 10' 0" R5 1 v v 8' 0" R6 1 v v 6' 0" R7 1 v v 4' 0" Total length: 842' 0" R3 ------- Beam & Ledger Material ------- Jl 1 C Type Qty. Product Length R1 ------ ---- ------- ------ G4 4 1-3/4x9-1/4 VERSA-LAM 2.0 3100 14' 0" {. Total length: 56' 0" G5 2 Spruce-Pine-Fir #2 2 x 10 4' 0" G6 2 v v 6' 0" Tlength: 20 G8 2 Spruce-Pine-Fir #2 2 Xe85 00 ' 1sT an�er 0 ax s c10 2 � v 5' 0" 111 G6 G5 s G4°�ige Total length: 34' 0" Gll 2 S ruce-Pine-Fir #2 2 x 10 5' 0" 2 P1 _ R4 — 2 p 4 ,P1 G12 2 p v v Total length: 20' 0" �I R7 ------- Header Material ------- R4 Type-- Qty_ Product Length Rl ,-i p, B1 3 Spruce-Pine-Fir #2 2 x 10 7' 0" J1 J1 B2 2 v v 6' 0" Total length: 33' 0" / c 1 �c B3 2 1-3/4x14 VERSA-LAM 2.0 3100 SP 18' 0" R3 Total length: 36' 0" B7 3 Spruce-Pine-Fir #2 2 x 10 6' 0" Total length: 18' 0" I A i i N -------------- Miscellaneous Materials ------- B3 N _2 PlY_. Type Qty. Product Length —B2 ------ ---- ------- ------ --- xxx (R/L) Spruce-Pine-Fir #2 2 x 10 10' 0" R2 R1 Total length: 10' 0" All product names are trademarks of their respective owners 1 This layout has been created using the information from the plan provided, and/or verbal information i S m NOTES: from the general contractor- r Miles assumes no responsibility for this layout if x v m rk Miles Inc. altered during construction or any of the structural members shown axe not supplied by r.k. Miles It is the responsibility of the building contractor / owner to install and/ or oversee the installation Y=, " g &Z of all the engineered wood components to assure compliance with the manufacturers specifications.i£ any �p1 c o —O U n_ 21 West St. ' changes are made to this project after the completion of our layout contact RK Miles O m € a te.. $m West Hatfield Ma. 6 immediately y s' Scale:lf4`=1' °• 1ST FLOOR FRAMING PLAN 64' 0" L 10-12 Bigfoot concrete footi g i -2 pl I � 2" so of e L J4 31 L ------- Floor Framing Material ------- I Type Qty. Product Length ------ ---- ------- ------ R1 5 Spruce-Pine-Fir #2 2 x 10 16' 0" J1 52 v v 14 0" J2 3 v v 12' 0" R1 R3 x R2 2 v v 12, R3 1 v v 10' 0" j R4 1 v v 8' 0" J3 2 v v 6' 0" Total length: 898' 0" J4 10 SYP (PT) #1 2 x 10 14' 0" Total length: 140' 0" L. J5 5 SYP (PT) #1 2 x 6 4' 0" I' Total length: 20' 0" RXX (R/L) Spruce-Pine-Fir #2 2 x 10 4' 0" R2 Total length: 4' 0" 111 101'd b ock} g o bz,1d91 Jl 1_" pC it ------- Beam & Ledger Material ------- II Rl Type Qty. Product Length 3 n 1/3 X„8„'I la4.lyr coil umps ' ------ ---- ------- ------ I 812 2 SYP (PT) #1 2 x 10 14' 0" w'tLP f'el plat s I Total length: 28' o. B13 3 1-3/4x9-1/2 VERSA-LAM 2.0 3100 40' 0" To length: 120' 0" G1 2 Spruce-Pine-Fir #2 2 x 10 5' 0" G2 2 v v 4' 0" B13 Total length: 18' 0" 5' 0" R4 I G4 2 v v 7' 0" G1 G5 2 v v 5' 0" Total length: 34' 0" R, 2 ply G6 2 SYP (PT) #1 2,x 10 16' 0" Q) G7 2 v v 16' 0" M I Total length: 64' 0" G8 2 Spruce-Pine-Fir #2 2 x 10 16' 0" a' .7d 7—k:'ng o br dgi G9 3 v v 16' 0" Rl sol'd b cki g 7 bridaia G2 N G101 2 v v 12' 0" J1 2 ly __. J1 Total length: 136' 0" R �1t I R2 ------- Miscellaneous Materials ------- T I I I n s� C7 N c j IIType Qty. Product Length J3J2 I ------ ---- ------- ------ 6" oCi XXX (R/L) Spruce-Pine-Fir #2 2 x 10 30' 0" Total length: 30' 0" XXX (R/L) SYP (PT) #1 2 x 10 14' 0" 1� O Total length: 14' 0" X Rl -. R1 All product names are trademarks of their respective owners !2'sonotubes t 2�__y � �1 J This layout has been created using the information from the plan provided, and/or verbal information r ut i g m NOTES: m the general contractor r.k Miles assames no responsibility for this layout if Q m v y m rk Miles Inc. altered during construction or any o£the structural members shown are not supplied by r.k. Miles C ' % Y ° =Z m • It is the responsibility of the building contractor / owner to install and/ or oversee the installation m 21 West St. of all the engineered wood components to assure compliance with the manufacturers specifications.If any Om c -O changes are made to this project after the completion of our layout contact RK Miles on m > m West Hatfield Ma. / immediately Co S Scale:1W=V • nn Unh .+.t V,nlue noar hoan.nrt enn.,nr1.._. __ _. InW bearing wall ab"w _,_t�84.7 e'd2M Depth frgM Surface Solt Tex ----- S r (inches) - Olt Horizon (USDA) S 1 Buctdcng setb ck tine o'�A °a�, X90IC-2 S / L SIL T FENCE i -- n OR METAL POST5 N . ,d arOp Test p # 11 ! perc test ao Fine sill VA sand w°, oamy fine � ni, Slit tear, :XIS7ING GROUND / I _ y / liter; c'/ hay bate . Test pit # 1 P/(_ 100.04 Vogl $> Test ^' 0 40 mil of 0�'0 Performed b rn a.,� Test pit # p, y barrier � Y (Magfnnts) ta(t around) Witnessed by: , �}• ti Inspectio>�grt ( P) Date, May 7, i AS�SJILT DIMENSIONS 3/4' 1 1/2 doube washed $,ton _ •J r -NAIL IN STAKE-ELEV. 100.00 CONTRACTOR TO TAKE Two TIES FROM REFERENCED POINTS Vent ipe--- ; rf+�y� 1•.1 Anh�} �• { A -- B - C - D - E - F) AND RECQRD DISTANCES ON PLAN. f Stape, 5:1 ti Area to he expavateo ±q" to " " " ,, to ,;Cpo <40`L x 30�W x i?'D> 421f of 2' oio remain (Sch 40) epic`s with Title-5 sanr*I "A" to "E" _: "l3" to „E" Proposed pimp crca her ('D') . ,.Proposed di rl�utign ox S'E') AREA: "A' to „•" "G„ to �F" A o 41f of 4' pv, Test pit # 2 / Pei c: area / Pumpou man--h le cc' --- so[T tpe-(Sr.0a> (Maginnis) 0 0 Propo ed septic tank 101f of 4' pvc solid pi e(S=.02) �2 .,-IC 990,4 (Sch 40) gip• . . Proposed Design: 3 Bedroom. dwetting 11l 3 bedrpam Garaged house Yi �' 33q gpd = calcutated flow L 'L ., Septic .Tank Re4uired: ------ T i On 330 GPD x 900 � _ 660 gallon: T �. 9�0a Underground utititle / i _ _ .- °I Septic Wank Provided, = 1,500 g t E/T.. `r c W ^, G L 5• ,46x: S.F. Size of L.eaohing Facility Retgntio:i pasin Perc. Rate 2 Minutes/inch: 4 Design Perc. Rate` S minutes/ .� / 1< n ) ` ! ! Efftuent loading rate = 0.60 ga �-- ! , `t { G� !: l Size of L eahinA Facility i ► -- �-- ` ^ , X30 gpd X o.60 Gats / sq, ft,., Leaching bed B 3011 x 20'w 601 Garbage olisp K / C G asphd1 • C�r�•ive -qY � r Existing Contours Proposed :Gonta_urs l AL•I- REQ.UIREM ci-r� IAAObn♦ ,r . ,__ _ Depth FroM $urfage Soll Tex x tlnohez) SoU Horizon (USDA) Building setback line c�A x, PEFIre t L SIL T FENCE 1 ---- �a aR MSe"AL POSTS -- d0 `.. °A i y' ' Op t ,l'G A T 6 FT. MAX, -^ � �`Test pit # 11 / per( test ^,,(by .-t h, do �e Siti nd fine lt toar, X IS7ING GROUND ( rd / Siit'f-er ce / hay bate Test pit # Test / N o 40 Mil o OQaQ PerforMeoi joy, Test pit # P..IY barrier r cMaginnis> tats around) Witnessed by: Date; May 7, ; '' lnspecti Port (MF•) Y 3/4' - 1 112" double washed ston .AS-SPILT pIMENS10NS / TBM-NAIL IN STAKE-ELEV. 100.00 CONTRACTOR TO TAl(E TWO TES FROM REFERENCED POINTS / �/ I Vent ipe--- s, era+�•., *+.�. C A 9 C D - E - F) AND RC CORD DISTANCES ON PLAN. / Slope, �.J- -. X� k Area to be exgavateo to "C" r "�,,, to ;,C,;' 1 7p (40`L x.30'W` x 2'Dj Qtf of 2' for e main (Sch 40) ep(ace with -5 sanGi to on"A" " " " » " " Proposed p m ' r AREA: A to E = g to E p cha ber ( D'> Proposed dl rl�utlQn ox ('E ) "A" to "F" "8" to "F" 6 4(f of 4' pv, Test pit # 2 / P.erc area �6 / Purnpou Man-h le ("C' ---sol�h-pipe-(Sr.Q2> (Maglnnis) 0 0 Propo ed septic tank /°�� 101f of 4' pvc sotld pi e(S=,02) �0 (Sch 40) 5? - Dom` } Proposed Aesign, 3 BedrOOM dwelling R 11( 3 beolrpom • Garages pause 330 gpd = calculated flow < ;� / Septic Tan k Required: T 00 330 QPD x x..00% = 660 gallon; 9,9 Underground utiutie Septic Wank Provided, c 1,500 g 5. fi S.F. �,, size of Leaghin Facilit y Rettio asin Per R - 2 Minutes/inch, r ! Design Perc, Rates ., 5 Minutes/ • / �s l: ,� / )ter �» n ) ` ! `� 4 Effluent toading rate = 0.60 gal I Size o L:r �< t' I / �� s + �� ` .,c c I. i �--T ht �acllity t / 330 gpd x 0,60 gals / sq, ft. = ,t . : .. / Leaching bed B 30'1 x 20'w 60( �. Garbage' dR is c ,% Q'SPJ 10:x' , (�i'F-1veWq / ` Existing Contours --- / Proposed :Contour$ - - AL(_ REG7.0 1F2En C;T� ;AA00�. . 39. 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. 40. 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. 41. Closets beneath stair which have doors must be drywalled with%". 780 CMR R302.7 42. 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. 43. 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(aDnorthamptonma.gov Thank you for your cooperation on these matters. Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement 24. Floor joist systems that are not equal to 1'h" nominal dimension must be covered with%" drywall or 5/8" wood structural panel or equivalent with some exceptions. 780 CMR R501.3 25. 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. 26. 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 27. 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 28. Dryer duct transition is limited to 8' of aluminum flex, must be exposed, and the proper UL listing.780 CMR M1502.4.3 29. 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. 30. Dryer ducts when concealed must have a permanent label or tag within 6'of the duct connection 780 CMR M1502.4.5 31. Markup air is required for any exhaust hood over 400 CFM. 780 CMR M1503.4 32. 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 33. 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. 34. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 35. 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 36. 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 the Thermal Bypass Checklist. 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 airtight cavity,which you must create. 37. 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). 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 is dirt filter out of the air moving through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 38. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 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 1/3 d 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. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I-joist and or Floor Truss c. Roof truss 15. All I-Joist need to be protected from fire with % drywall or 5/8 wood structural panel. (R501.3) 16. 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. 17. 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. 18. 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 19. 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 20. 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 21. 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 15t 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 3/" from the top of the threshold and only in-swinging doors. 780 CMR R311.3 22. 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. 23, 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. City of Northampton � xrt t Massachusetts y � DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building Northampton, MA 01060 INSPECTOR Choice Builders November 18, 2014 P.O. Box 716 Goshen, MA 01032 Subject Location: 1006 Florence Road Map Block: 44-134 Mr.Arno, Your building permit application and plans dated 11-4-14 have been approved as drawn 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 and before rough inspections; 1. HERS initial and final ratings, duct blast results, and a signed Thermal Bypass Checklist. 2. Smoke, Heat and CO detectors throughout the structure to current building codes. 3. An emergency escape window is required within every bedroom. 4. The two story section requires the studs be 2x6 16" OC max per Table R602.3.1 5. An air barrier is required between the tub and the wall cavity. 6. 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. Note:July 1 begins enforcement of the 2012 IECC with MA amendments and fire protection for non- dimensional lumber floor system frames,the new Stretch Code is pending. 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.cVberregs.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 Y2" 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. 8. Emergency escape is required out of every basement whether habitable or not. 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 , ' CD CD 24-00-00 CD W CD CD rr CL (0 CO pr CD CA mu,structurvi placement plan Is provided(ca Wart"ni;the beation of tracus a supplied by T—Enill"mire,Corporation(MC).No responsibility Is taken Rental KSI niccurmancle lam,construction d ment Specifications.well n any site sWilicmulremants to miume safe.nd Proper Imeall.d..No W".g .11 be lappilad W tnumoatuotIll property and Mfully,Installed,M,kdlrg a 0.0,ft h.M—,—11-ch—,bearal..b bracing(.�Ih—on Individ.1 shoo P.and penutrwint bracing(as required by the mstruction dmur-te). Ingollation contractor shall refer W ft ballOdual cm.shop cl—fte for all buctu =requirements of tr-16 Inckadift but not limited to beenini;Ictaitions and requirements,ply to ply nmfl]nL lateral web bradnig,and In=specind.Trua, filmoring Corporation strictly adhe(as to the Standard Responsibilities In the Design of Metal Plate Connected Wood T—s'ea defted by TPI Chip".2 —lWbW upon mquent)rMardlinis of my job spftft specifct1cmu unions,clearly dfted oth—be In wiling by TEC, Is placement plan Is Truss Engineering Corporation's HYTEMPREIATION of p1m.and d—kW as.ppIlcl M..Th.building pt It solely porWb..for dfviog.1 Evallneed,"Corporation 1,NOr,.w..Ibl.fo�r 11.1d dfleation of An-slons or*Kiel condfitlom-ft tnovert supplied by Truss Engineering Fan* ' 41 o � � q 'gill IL C4 Hill Id,cgh Fi g 8dd g QA e � b gild^ _ _ � .� a SIR jig R JIM - cj n g 1 Fj� Fj f� +p 4 for S IF E R$ ��RII WAR N i I A r3 1XINkma A.I.A. 1, 'yJ y�g*ypQ/( B � �A g �s Ali E flx R � in— � JAI 8 4 is _R ng'off $ N N ILI r r `� 9 a_ ddd i0�� ddd� � tG2�...�fififiaJ se � S8 � � r � a i F 4 4 N 8 ate a a ma �` HAD " eoobxN AMA Z B B ill $i rasa Ag q 14 as aaa a " milt ro MIA F Q N Nd !r$d 'nye^ x iI 00 G r N alogg Ind HOP lk $ a m al Ra aY8 e ro _� R u2i N d► R NWq a oil Bash if&Jjjjquv R L- N N $ WWL Yc F a� fills pip OGO NWNtY c4N R2O Y0 N /� r•:�,';•;+•*'i a��tt tai!}1�4i��+�� ►r, �;•�,�;* Ott*!!!i ♦i*��} �� • el A • 40' 14'5 515 9'3 2'11 8' 7'5 _ 7f 2' - 7'3 3'4 4'8 0 Le sit WALK IN CLOSET SO BEEDROOM#3 BATH#1 BATH#2- T N CLOSET ti Oo 00 `" CLOSET up -- -- C'7 00 ti uP-.-- BEDROOM#2 BEDROOM#1 M� OPEN TO BELOW S Co. ro `e eg O 3'6 5'10 4'1 - 6'4 5'10 3'10 6'8 3'11 LIVING AREA 13'5 112'2;q ft 14'5 40' 64' 24' 8'9 11 6'2 14'1 4'1 19'11 2'6^4 3'8"4 2'6 4'8 64 69 74 Up NO OK LY BROOM KITCHEN GARAGE N N00 co 1 c0 up —. FOYER LIVING ROOM IDINNING ROOM �P- _ 90 N TO ABOVE 00 C CL 7' 10, _ 7' 3'3 6' 3'11 4'5 _ 2'2 2'2 4' 2'9 6'2 27 24' 13'2 12'9 27 11'6 64' FOUNDATION PLAN 1006 FLORENCE RD. 64' 24' - 4'3 - 3'11 31'10 N bulk N head � o — — --— — HOUSE GARAGE 1006 Florence Rd N r Walls 8'x96 Footings 8'x16'min Walls 8'x60" Footings 8"x16" min 27'11 N 5'11 in lally columb pad 5'10 N 36"x10" LIVING AREA 83 s M 4 4"slab with 6x6 mesh 4'siab w vapor barrier N 24' 40' 64' • MOLTS VwaaRS C AW .►ooT -�r Sst tOT SDi PtwK PomuRC moats SILL ftAtc owe nuoxL"SILL scan Or twtcow rLM t40"ion 0*2 eve t17r$—STm W AT WOUDKD OT wfMWAnC GtAX Trgxm PttlOV1TC .. ��1 a ,.�D _ TOMtTc SHICLD%(#C KOt1t4CD �' t►tt• -� �'x r x r STCct. rLATC �TfOt f Jr STO.STCEL Ptrc COL. VCOD TO. UCL096 arr r ccopc CTC rpAX3p w up AAA ` t�lTA T DttROtK.OmKML t IWO WrTOt PLwT[S.43T luROCm - cotNTm S/�C NQ-m BOLT K&A g•x r x r snxL rLwtc jr.x.r.•aot �oLrs �O °Dt""' t]Ii, f#N4EDN JOttti i'OVrtOwTtflf VAti SEC PACC 7w T, •"m coma SLwf ticv►r. of SwS TOR I40MOWL occa"Ot z, v/S x&-Lane V.Vo comcmm cove RAN tr•r$-- ti.�—••o � /� •o :: :o L .a•.1 . 6 NIL N[K PO.T VwOR �.J x 3 to k3G . : w e 3r iwadr mt nx)TP4 a FWR WAIN T3LC rWF04 am PAZ GA) NRL COWACTO C"VCL „ r. it x 2♦1 C770DaiOtS fLOTte+G V/ 6TtAtDCO CIYtTN —Z s ♦ CIYfTpKJOtIS RC•fWt TYPICAL BASEMENT COLUMN DETAIL TYPICAL FOUNDATION WALL DETAIL TYPICAL CRAWLSPACE PIER Print... Ctri+P l r e t ,, u Bk: 10852 Pg: 100 IN WITNESS WHEREOF, DIANE EWING has hereunto set her hand(s) and seal(s) this day of ,2011. DIANE EW Commonwealyhkof Massachusetts County of l �'c'-, i On this the 17 day of �U��7 ,?^aj 71- ,before me, Y Month Year CA vi-c e the undersigned Notary Public, amc o otary u i personally appeared DIANE E ,p oved to me through satisfactory evidence of identity, which was/were r C f n1;� , cription o� vt nee o Identity to be the person whose name is signed on the preceding Grant of Easement,and acknowledged to me that she signed it voluntarily for its stated purpose. & LANCE PLAN AGGINI Notary Public . Ct7MNONWEALTH OF MASSACHUSEM My Cootthlsaion Expires MA y 16,2018 tgnature o otarq tc �Printed of Notary Piave Notary Seal and/or Any Stamp Above My Commission Expires �}�( j i i I I j ' I i i I i 2011-09-27-3007 The provisions of Massachusetts Cenral Laws,Chapter 193, Section-613,are not applicable. Bk: 10852 Pg: 99 IN WITNESS WHEREOF, MARILYN LAFLAMME has hereunto set her hands) and seal(s)this day of K't4r1. ,2011. MARIL LAFLAMME Commonweal+ of Massachusetts County of I JI r4 ��_ } ss. On this the day of t; ct r �-U �- before me, �Day on ---Year a vice Qca1�`'ti`�Jt t I the undersigned Notary Public, ame of otary Public personally appeared MARILYN LAFLAMME, proved to me through satisfactory evidence of identity, which a /w&re cCP c� , Lvr=npQdndf Evvi e3 ice of Identity to be the person whose name is signed on the preceding Grant of Easement,and acknowledged to me that she signed it voluntarily for its stated purpose. LANCE PIANTAGO M Notary Public COMMONWEALTH OF MASSACHUSETTS my ewffnissiob Enires +way 18.2018 Signature of otary P,04-L ct✓tCe- 11a j Printed ame ot'Notary_ { 6C Place Notary Seal and/or Any Stamp Above My Commission.Expires LID i` I I I 2011-09-27-3007 The provisions of Massachusetts General Laws,Chapter 183, Section 6B,arc not applicable. 8k: 10852 Pg: 98 It is the intention of the Grantors to grant to the Grantee, its successors and assigns, all the rights and easements aforesaid and any and all additional and/or incidental rights needed to install, erect, maintain and operate within the Grantors' land an "OVERHEAD SYSTEM" and f "UNDERGROUND SYSTEM" for the transmission of intelligence and for the purpose of supplying electric service for the building, buildings or proposed buildings shown on the last herein referred to sketch or amended sketch and the right to service others from said "OVERHEAD SYSTEM"and "UNDERGROUND SYSTEM" It is agreed that the ".OVERHEAD SYSTEM and UNDERGROUND SYSTEM" shall . remain the property of the Grantee, its successors and assigns, and that the Grantee, its successors and assigns,shall pay all taxes assessed thereon. For Grantors' title, see deed dated January 8, 1996, recorded with the Hampshire District Registry of Deeds in Book 4807,Page 110. IN WITNESS WHEREOF, JOHN W. EWING has hereunto set his hand(s) and seal(s) this /7 —day of 2011. r (name) Commonwealth of Massachusetts County of t4l,m f�Ste_ }ss. On this the �- day of �2 ova before me, D_ Year CA e\t-t_ ►aN�� the undersigned Notary Public, Name 01-Notary Pubhe I personally appearedA JOHN W. EWING,proved to me through satisfactory evidence of identity, which was/were /Yf Lt C P S�- esenptw`n�' of en ity to be the person whose name is signed on the preceding Grant of Easement, and acknowledged 1 to me that he signed it voluntarily for its stated purpose. Ak LANCE PIAN7AGO NI 1 Notary Pubis COMMONWEALTH OF MASSACHUSETTS I My Commission Expires May 16,2018 ignature a f Notary Public Lu Pet Ce tf,gti � -S��► Printed eow of Notary Place Notary Sea]and/or Any Stamp Above My Commission Expires 2011-09-27-3007 The provisions of Massachusetts General.Laws,Chapter 183, Section 6B,are not applicable: Bk: 10852 Pg: 97 i Said "OVERHEAD SYSTEM" is to originate from Pole P, 101, which is located on the easterly side of Florence Road, then proceed in a easterly direction from said Pole P. 101 crossing easterly over,upon and across land of the Grantors to Pole 101-2. And further, said "OVERHEAD SYSTEM" and "UNDERGROUND SYSTEM" ; (locations of the electrical equipment and other facilities on the hereinbefore referred to premises of the Grantors) is approximately shown on a.sketch attached hereto as"Exhibit A"and recorded herewith, copies of which are in the possession of the Grantors and Grantee herein, bu't the final definitive locations of said."OVERHEAD SYSTEM" and "UNDERGROUND SYSTEM" shall become established by and upon the installation and erection thereof by the Grantee. Also with the further perpetual right and easement from time to time to pass and repass over, across and upon said land of the Grantors as is reasonable and necessary in order to renew, replace, repair, remove, add to, maintain, operate, patrol and otherwise change said "OVERHEAD SYSTEM" and "UNDERGROUND SYSTEM" and each and every part thereof and to make such other excavation or excavations as may be reasonably necessary in the opinion and judgment of the Grantee, its successors and assigns, and to clear and keep cleared the portions and areas of the premises wherein the "OVERHEAD SYSTEM" and "UNDERGROUND SYSTEM" are specifically located, as shown on the sketch herein referred to, of such trees, shrubs, bushes, above ground and below ground structures, objects and surfaces, as may, in the opinion and judgment of the Grantee, interfere with the efficient and safe operation and maintenance of the "OVERHEAD SYSTEM" and"UNDERGROUND SYSTEM" and other related electrical equipment. However, said Grantee, its successors and assigns, will properly backfill said excavation or excavations and restore the surface of the land to as reasonably good condition as said surface was in immediately prior to the excavation or excavations thereof. If said herein referred to locations as approximately shown on the sketch herein also referred to are unsuitable for the purposes of the Grantee, its successors and assigns, then said j locations may be changed to areas mutually satisfactory to both the Grantors and the Grantee herein; and further, said newly agreed to locations shall be indicated and shown.on the sketch above referred to by proper amendment or amendments thereto. The Grantors, for themselves, their successors and assigns, covenant and agrees with the Grantee, for itself,its successors and assigns, that this Grant of Easement and the location of the Overhead System and Underground System may not be changed or modified without the written consent of the Grantee, its_ successors and assigns, which consent may be withheld by the Grantee in its sole discretion. "I I_"" 7-3007 The provisions of Massachusetts General Laws,Chapter 183, Section 6B,are not applicable. I Bk: 10852 Pg: 96 • I 8k:108b2Pg:N Page:1 of 8 Recorded: 03/28/2012 12:22 PM t - KNOW ALL MEN BY THESE PRESENTS that JOHN W. EWING, DIANE EWING AND MARILYN LAFLAMME c/o 297 Wilson Road, Northampton,.Massachusetts 01060 (hereinafter referred to as the Grantors), for consideration of One ($1.00) Dollar, grant to MASSACHUSETTS ELECTRIC COMPANY, a . Massachusetts corporation with its usual place of business at 40 Sylvan Road, Waltham, Massachusetts 02451 (hereinafter referred to as the Grantee) with quitclaim covenants, the ° � U perpetual right and easement to install, construct, reconstruct repair, replace, add to, maintain and operate for the transmission of high and low voltage electric current and for the transmission of inwiligence, lines to consist of, but not limited to, one (1) pole, (which may be erected at r different times) with wires and cables stiung upon and from the same and all necessary anchors, W guys, and appurtenances (hereinafter referred to as the "OVERHEAD SYSTEM") and i ¢ "UNDERGROUND ELECTRIC DISTRIBUTION SYSTEM" (hereinafter referred to as the "UNDERGROUND SYSTEM") located in Northampton, Hampshire County, Massachusetts, oconsisting of lines of buried wires and cables and lines of wires and cables installed in underground conduits, together with all equipment and appurtenances thereto for the transmission of intelligence and for'the furnishing of electric service to the herein described Zpremises and others, and without "limiting the generality of the foregoing, but specifically d including the following equipment, namely: manholes, manhole openings, bollards, handholes, c junction boxes, transformers, transformer vaults, padmounts, padmmount transformers and all housings,connectors, switches, conduits,cables and wires all located within the easement area of the hereinafter described property. Said "OVERHEAD SYSTEM" and "UNDERGROUND SYSTEM" are to be located in, CA through, under, over,across and upon those certain parcels of land situated on the easterly side of .� Florence Road, being more particularly shown as Lots 1, 2 and 3, inclusive, on a Plan of Land recorded with*the Hampshire District Registry of Deeds in Plan Book 216, Plan 106. w _ j CL j H a i 2011-09-27-3007 Address of Grantee: After recording return to: I Mass.El.,40 Sylvan Road,Waltham,Massachusetts 02451 Elizabeth Fresolone. National Grid Service Company,Inc. 280 Melrose St. 05 NRTHMA GEN Providence,R162907 w Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 8B — Certificate of Compliance S Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP B. Certification Check all that apply: Complete Certification: It is hereby certified that the work regulated by the above-referenced Order of Conditions has been satisfactorily completed. ❑ Partial Certification: It is hereby certified that only the following portions of work regulated by the above-referenced Order of Conditions have been satisfactorily completed.The project areas or work subject to this partial certification that have been completed and are released from this Order are: ❑ Invalid Order of Conditions: It is hereby certified that the work regulated by the above-referenced Order of Conditions never commenced. The Order of Conditions has lapsed and is therefore no longer valid. No future work subject to regulation under the Wetlands Protection Act may commence without filing a new Notice of Intent and receiving a new Order of Conditions. [� Ongoing Conditions: The following conditions of the Order shall continue: (Include any conditions contained in the Final Order, such as maintenance or monitoring, that should continue for a longer period). Condition Numbers: C. Authorization Issued by: avr s� i a�ly Conservation C nlmission Date of Issuance This Certificate must be signed by a majority of the Conservation Co mission and a copy sent to the applicant and appropriate DEP Regional Office (See http://www.mass.gov/dep/about/region/findvour.htm). Signatures: wpafrm8b.doc•rev.12/23!09 �;_ e?tfreate of Compliance•Page 2 of 3 ALIT; �$RIRE, , REGISTER 7I A T_ 4 I VIII VIII VIII VIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII 2014 00007561 Bk: 11639Pg: 230 Page: 1 of 2 Recorded: 05/14/2014 11:37 AM Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 8B — Certificate of Compliance 246-591 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP A. Project Information Important: When filling out 1. This Certificate of Compliance is issued to: forms on the computer, use John W. Ewing only the tab key Name to move your 297 Old Wilson Road cursor-do not use the return Mailing Address key. Florence MA 01062 CitylTown State Zip Code 2. This Certificate of Compliance is issued for work regulated by a final Order of Conditions issued to: 1020 Florence Road Name September 5, 2006 246-591 Dated DEP File Number 3. The project site is located at: 1020 Florence Road Northampton Street Address City/Town 44 116 Assessors Map/Plat Number Parcel/Lot Number the final Order of Condition was recorded at the Registry of Deeds for: Property Owner(if different) Hampshire 8924 266 County Book Page Certificate 4. A site inspection was made in the presence of the applicant, or the applicant's agent, on: Jan 3, 2014 Date wpafrm8b.doc•rev.12/23/09 WPA Form 8B,Certificate of Compliance•Page 1 of 3 Bk: 09290 Pg: 181 Eroded or barren spots should be reseeded immediately after inspection to prevent additional erosion and accumulation of sediment. Sediment should be removed from the basin when depth reaches '/z-inch and as necessary. Removal procedures should not take place until the floor of the basin is thoroughly dry. Detention basins should be inspected at least twice each year to ensure that the basin is operating as intended. Inspections should be conducted during wet weather to determine if the basin is meeting the targeted detention times. At least twice per year side slopes and embankment should be mowed, and accumulated trash and debris removed. The outlet control structure shall be inspected after every major storm for the first few months after construction to ensure proper stabilization and function. Thereafter, the outlet control structure should be inspected at least twice a year. Outlet orifices and culverts shall be kept clear of debris. Brushy vegetation will be removed from the area around the outlet control structure. wales Siltation barriers at the grassed swales and detention basins will be inspected weekly and after every major storm during the construction period to insure proper stabilization and function. Any accumulated debris will be removed from the siltation barriers, as well as the swales and detention basins. The owners will perform a detailed inspection of all swales and detention basins twice each year during the spring and fall. Record Keeping and Annual Reports Records shall be maintained by John W.Ewing, Marilyn LaFlame,Diane Ewing and their successors as their interest may appear as owner of record of the property at their offices as described above and shall document all routine and emergency maintenance work performed by licensed contractors to the stormwater management system and shall bear the signature of the individual supervising the work.Annual reports documenting the inspection and maintenance of the stormwater management system shall be certified by a Registered Professional Engineer and submitted to the Northampton Department of Public Works and the Northampton Office of Planning and Development no later than October 181 of each year. Attachment A Stormwater Facility Maintenance Schedule Page 2 Of 2 ATTB$T:�iAYP88�S,_D 6�p GISTER AURIA M L. nounr - Bk: 09290 Pg: 180 ATTACHMENT A Stormwater Facility Maintenance Schedule Name of Project: Ewing Property Project Location: Florence Road Assessor's Map,Pareel(s): Map 44, Parcel 116 Owner of the Stormwater System: John W. Ewing, Marilyn LaFlame,Diane Ewing 297 Old Wilson Road Northampton,MA 01060 Responsible Party for Operation &Maintenance of Stormwater System John W.Ewing,Marilyn LaFlame,Diane Ewing 297 Old Wilson Road Northampton,MA 01060 Financial Responsibility for Operation &Maintenance of Stormwater System: John W. Ewing,Marilyn UBame,Diane Ewing 297 Old Wilson Road Northampton,MA 01060 Maintenance Schedule Common Driveway Sweepine The paved surfaces will be mechanically swept clean twice annually. Sand and debris collected through this process will become the property of the cleaning vendor, and shall be disposed of in accordance with applicable state and local regulations. Additional driveway sweeping will be scheduled on an as-needed basis. Infiltration Chambers The infiltration chambers will be maintained by the individual property owner on which the structures are located. Infiltration chambers should be inspected after every major storm for the first few months after construction to ensure proper stabilization and function, Thereafter,the chambers should be inspected at least twice a year. Remove accumulated silt and debris from the chamber when depth reaches 1/2-inch. Detention Basin and Outlet Control Structure The grass in the basin, on the side slopes and in the buffer areas should be mowed, and grass clippings, organic matter, and accumulated trash and debris removed, at least twice during the growing season. Attachment A.Stormwater Facility Maintenance Schedule Page 1 of 2 Bk: 09290 Pg: 179 WnXWS the following 4pstmes and Nab: John W. Ewing Marilyn LaFlamm Diane•Ewing COMMONWEALTH OF MASSAC 3USBM Couly of Hampshire , On this day of June ,20 07.bd=m4 the tmdan igoed wtuy P�P�1y appeared *** __,pro Wtu"mett Wp evidence of w whichwn a Drlvec's Lia+me,to bw&o person whose rime is signed an tbo doc man4 sad to that he signed it v�olmrtmiiy far ibe stated.purpose. • *** Johu W., Ewing, Zarin# Laflamme CIA J and Diane Loving N YPUBLiC- a ri J. B41 Go ?irti99�� '.O W Ccmm1u1bn-cphes:05/f 2/2®ii L' .6 CUMMONWEALT$OF MASSACHUSSI'I'S Caanty of Bmmp Oathis day of ,20 7bd=me,the mJarmgned nota<3'Pte,PwmWUY appu rod ¢ ! r C- provod to am t bmuo astisfacbofy evidence of boa,which was a Drivar'8 Liceo,to be the pazod4&=name is signed on tea panoeedigg docam and actinaw I umed to me that =0PNIOIARYPUBUC;LvPPDES NOTARY PUBLIC (C MY Commission :Cf Ki5Ei15.10,201 t M.v �0 fo M. S Solicitor Date OM Agroement.doc-mv.WU200.6 rage 3 of 3 Bk: 09290 Pg: 178 the inspection is to assure safe and proper functioning of the facilities.The inspection shall cover the entire facilities,stormwater systems,berms,outlet structure,pond areas,access roads,etc.. Deficiencies shall be noted in the inspection report. 4.The Landowner,its successors and assigns,hereby grant permission to the City,its authorized agents and employees,to enter upon the Property and to inspect the stormwater management facilities whenever the City deems necessary.The purpose of inspection is to follow up on reported deficiencies,inspect the stormwater management facilities when annual reports have not been submitted and/or to respond to citizen complaints.The City shall provide the Landowner,its successors and assigns,copies of the inspection findings and a directive to commence with the repairs if necessary. 5.In the event the Landowner,its successors and assigns,fails to maintain the stormwater management facilities in good working condition acceptable to the City,and if after notice by the City Engineer to correct a violation requiring maintenance work,satisfactory corrections are not made by the Landowner,its successors and assigns within thirty days,the City may cater upon the Property and perform all necessary work to place the facility in proper working condition and assess the costs of such work and any penalties to the landowner,its successors and assigns.This provision shall not be construed to allow the City to erect any structm of permanent nature on the land of the Landowner outside of the easement for the stormwater management facilities.It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said facilities,and in no event shall this Agreement be construed to impose any such obligation on the City. 6.In the event the City pursuant to this Agreement,performs work of any nature,or expends any fiords in performance of said work for labor,use of equipment,supplies,materials,and the like, the Landowner,its successors and assigns,shall reimburse the City upon demand,within thirty (30)days of receipt.thereof for all actual costs inclined by the City hereunder. 7.This Agreement imposes no liability of any kind whatsoever on the City,and flurther the Landowner agrees to hold the City harmless from any liability in the event the stormwater management facilities fail to operate properly. 8.The Landowner,its successors and assigns,including any homeowners association,shall provide stormwater management easements as necessary for all areas used for off-site stormwater control,preservation of stormwater runoff conveyance,infiltration,and detention areas and facilities,including flood routes for the 100-year storm event,and access for facility maintenance and inspection.A'ltst of easements with the purpose and location of each shall be specified in Attachment B.The Landowner,its successors and assigns shall record all easements in the land records of the Hampshire County Registry of Deeds,Commonwealth of Massachusetts. 9.The Landowner,its successors and assigns,shall notify the DPW of any changes in ownership, assignment of financial responsibility,reconstruction ofthe approved stormwater management facilities and/or amendments to the maWknanee.schedule.dwrgod.in Altachnizat.A.The . . maintenance=achedule-describedir►Atbwhnmw l-map be�martded to` eve t3ie'ptttpose: e Northampton Stotirwater Management Ordinance by mutual agreement of the DPW and the Landowner,its successors and assigns.Amendments shall be in writing and signed by the DPW and all responsible parties. 10.This Agreement shall be recorded by the property owners or at the property owners expense among the land records of Hampshire County,Commonwealth of Massachusetts,and shall constitute a covenant running with the land,and shall be binding on the Landowner,its administrators,executors,assigns,heirs and any other successors in interests,including any homeowners association. OM Agreement.doc—rev.8/2l/2006 Page 2 of 2 Bk: 09290 Pg: 177 l.3 STORMWATER MANAGEMENT OPERATION, MAINTENANCE, AND INSPECTION AGREEMENT I City of Northampton,MA Department of Public Works Bk:9290Pg: 177 Page: 1 of b (413)587-1570 Reoorded: 10/10/2007 10:44 AM THIS AGREEMENT,made and entered into this':28t8ay of June ,2007 ,by and between(Insert Pull Name of Owner)John W. Ewing, Marilyg LaFlame, Diane .Ewing hereinafter called the"Landowner",and the City of Northampton,hereinafter called the"City". WITNESSETH,that WHEREAS,the Landowner is the owner of certain real property at(Street Address) 297 Old 'Wilson Road as described as (City of Northampton Assessors MapMarcel/I,ot Number) Map 44, Parcel #116 as recorded by deed in the land records of Hampshire County,Massachusetts,Deed Book 4807 Page 110 ,hereinafter called the "Property". WHEREAS,the Landowner is proceeding to build on and develop the property,and WHEREAS,the Site plan/Subdivision plan kxmnas Common Driveway Plan tr Profile (Name of Plan/Development)hereinafter called the'Plan",which is expressly made a part hereof;as approved or to be approved by the City,which provides for the conveyance,treatment,and/or detention of stormwater within the confines of the Property;and WB12 REAS,the City and the Landowner,its successors and assigns,including any homeowners association,agree that the health,safety,and welfare of the residents of the City ofNorthampto%Massachusetts,require that on-site stormwater management facilities be constructed and maintained on the Property,and WHEREAS,the City requires that on-site stormwater management facilities as shown on the Plan be constructed and adequately maintained by the Landowner,its successors and assigns,including any homeowners association. NOW,THEREFORE,in consideration of the foregoing premises,in accordance with the Northampton Stormwater Management Ordinance(Chapter 22 Article V of the City's Code of Ordinance),the mutual covenants contained herein,and the following terms and conditions,the parties hereto agree as follows: 1.The on-site stormwater management facilities shall be constructed by the Landowner,its successors and assigns,in accordance with the plans and specifications identified in the Plans and d .... ...... _.... by--Ihel3 n Of -W- -(XWW),.:_.... . .. . ...._ 2.The Landowner,its successors and assigns,including any homeowners association,shall adequately maintain the stormwater management facilities according to the maintenance schedule described in Attachment A.This includes all pipes and channels built to convey stormwater to the facility,as well as all structures,improvements,and vegetation provided to control the quantity and quality of the stormwater.Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions and so that water quality standards are met in all seasons and throughout the life of the stormwater system. 3.The Landowner,its successors and assigns,shall inspect the stormwater management facility; and shall submit an annual report documenting the inspection and maintenance of the stormwater management system as certified by Registered Professional Engineer and submitted to the Northampton Department of Public Works annually by October 1*of each year.The purpose of OM Agreement.doc—rev.8/21/2006 Page 1 of 1 Bk: 09290 Pg: 176 I i I August 28, 2.007 I, Wendy Mazza, City Clerk of Northampton, hereby certify: tha.t..the .above decjs�on:of the Northampton P.lanning.Board•was filed in`the office o£ the City Clerk. on Au: s't:673' 2bO, that twenty days have elapsed since such filing and that 'no atpeal has been fliled in th:JX matter. Ataest City le ` Git,y af' .,,R, 'ampton. F; i 8k: 09290 Pg: 175 Planning - Decision City of Northampton Hearing No.: PLN-2007-0068 Date:August-6,2007 developmentand cumulative impacts on the LOS.The applicant will contribute upon Issuance of.a certificate of occupancy payment In- lieu of actual mttigatlon to address the anticipated 30 trips per day from the site as whole. 3• The requested use will promote a hartnonlous relationship ofstmctures and open spaces to the natural landscape,existing buildings and other community assets In the area. The common driveway will limit the total number of curb cuts and areas cleared for driveways. 4.The requested use will not overload,and will mitigate adverse Impacts on,the City's resources including the effect on the City's water supply and distribution system,sanitary and storm sewage collection and treatment systems,fire protection,streets and schools. A stormwater management plan has been approved by Department of Public Works. 5. The requested use meets the special regulations set forth In the Zoning Ordinance for common driveways In section 350 Attachment, specifically: Shall not service more than three(3)lots(six lots for common driveways that loop to a road in two locations and are not dead-ends in any location). -Shall provide the only vehicular access to the lots being serviced by if and shall be so stated in the lot deeds. -Shall be of suitable construction,grade,length and location,in the opinion of the Planning Board,for the access and turn-around of cars,trucks,ambulances,fire,and police,which will be utilizing such driveway.At a minimum,a common driveway shall not exceed 10%grade,shall have a width of a least fifteen(15)fee{shall have passing turnouts providing a total width of at least 20 feet along a distance of at least 25 feet;spaced with no more than 300 feet between turnouts,and with the first such passing turnout being located within ten feet of the driveway connection to the street,and shall conform to all other driveway requirements of this ordinance, -Shall be described on easements and easement plans approved with-the Site Plan. 6.Compliance with the following technical performance standards: „ A.Curb cuts unto streets have been minimized, B,Stormwater management will address runoff from the driveway. COULD NOT DEROGATE BECAUSE: FILING DEADLINE: MAILING DATE HEARING CONTINUED DATE DECISION DRAFT BY: APPEAL DATE: 71512007 711912007 81912007 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE FINAL SIGNING BY: APPEAL DEADLINE: 7/12/2007 613012007 712612007 8/9/2007 812612007 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE 7/12/2007 7126/2007 711612007 8/6/2007 SECOND ADVERTISING DATE: HEARING TIME - VOTING DEADLINE: DECISION DEADLINE: 711912007 7:15 PM 412712007 1012412007 MEMBERS PRESENT: VOTE: Stephen Gilson votes to Grant George Russell votes to No Action Needed I Jennifer Dieringer votes to Grant !•�� _'f' ``_ Paul Voss votes to Grant Francis Johnson votes to Grant f�y' I, AUG - 6 [uU i George Kohout votes to Grant - •_, Keith Wilson votes to Grant P, k,Mii:ri3tt tllrl 01060 Kenneth Jodrie votes to Grant i MOTION MADE BY: SECONDED BY: VOTE COUNT: DECISION: Keith Wilson Paul Voss 7-1 Approved with Conditions MINUTES OF MEETING Available in the office of Planning&Development 1,Carolyn Misch,as agent to.the Planning Board,certify that this is a true and accurate decision made by the Planning Board and certify that a copy of this and all plans have been filed with the Board and the City Clerk on August 6,2007, 1 certify that a copy of this decision has been mailed to the Owner and Applicant CAA�J Notice ofAppeai An appeal from the decision of the Planning Board maybe made by any person aggrieved pursuant to MGL Chapt 40A,Sectlon 17 as amended within twenty(20)days after the date of the filing of the notice of the decision with the City Clerk.The date Is listed above. Such appeal may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk ofthe City of Northampton. GeoTMS®2007 Des Lauriers Municipal Solutions,Inc. Sk: 09290 Pg: 174 Planning - Decision City of Northampton Hearing No.: PLN-2007-0068 I Date:August 6,2007 APPLICATION TYPE: SUBMISSION DATE: A6 Intermediate Site Plan. 6/26/2007 Applicant's Name: Owner's Name: Surveyor's Name: NAME: NAME; COMPANY NAME EWING JOHN EWING JOHN W&DIANE ADDRESS: ADDRESS: ADDRESS: 297 OLD WILSON RD &MARILYN LAFLAMME TOWN: STATE: ZIP CODE. TOWN; STATE: ZIP CODE., TOWN: STATE: JZtPCCDE FLORENCE MA 01062 FLORENCE MA D1062 PHONE NO,; FAX NO.: PHONE NO.: FAX NO.: PHONE NO,; FAX NO.; (413)584-26550 1 EMAIL ADDRESS: EMAILADDRESS: EMAIL ADDRESS: Site Information: STREET NO.: SITE ZONING: OLD WILSON RD SR Sk:9290Fg: 174 Page:1 of 3 TOWN: SECTION OF BYLAW: Recorded; 10110/2007 10:44 AM NORTHAMPTON MA 01060 Chpt.350-YI:Site Plan Approval MAP; BLOCK: LOT; MAP DATE: ACTION TAKEN: 44 116 coy Approved With Conditions Book; Page: I NATURE OF PROPOSED WORK: Common driveway for 3 house lots, HARDSHIP:, CONDITION OF APPROVAL: 1) Waterline connections to Florence Road shall be a single 2-Inch copper wafer line With a curb stop located in the throat of the driveway near limit ofpublic right-of-way. The 2-Inch copper line shall be extended a minimum of 2 feet beyond the curb stop. The DPW recommends that Individual service lines to homes be taken from the 2-Inch line. lndfvldual service lines and curb stops are required for each lot 2) The driveway turnoutspacing shall conform to Appendix I In section 350 Zoning Ordinance with a maximum spacing o1300, 2) Prior to Issuance of a building permit., driveway maintenance,use and utility easements shall be recorded at the registry of deeds. 4) Prior to issuance of a certificate of occupancy for each of the three house lots,the applicant shall make a payment-in-lieu of traffic mitigation In the amountof$Z000per house unit to conform to section 350-11.6 for traffic mitigation. FINDINGS: In granting the Site Plan for the Common Driveway,the Planning Board made tTndlngs based on the information and plans submitted in the application: 1. "Common Driveway Plan&Profile',prepared for Marilyn Laflamme,Diane Ewing and John W.Ewing,prepared by Hatch Mott MacDonald,dated 1117107. Z "Plan of Land in Northampton,MA ,surveyed for Marilyn Laflamme,Diane Ewing and John Ewing by Hatch Mott MacDonald.•dated 10126106. The Board made the following findings,with conditions,In accordance with section 350-11 for Site Plan Approval, 1. The requested use protects adjoining premises against seriously detrimental uses.If applicable, this shall Include provision for surface water drainage,sound and sight buffers and preservation " of views,Ilght,and air. Single Family uses are allowed In the Suburban Residential district.This driveway will serve 3 lots reducing the clearing required for driveways to serve the lots Individually. 2.The requested use will promote the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets,minimize traffic impacts on the streets and roads in the area. Three potential curb cuts will be reduced to one. The project,Including any concurrent road Improvements,will not decrease the level of service(LOS)of all area roads or Intersections effected by the project below the existing conditions when the project Is proposed and shag consider the Incremental nature of GeoTMS6 2007 Des Laurlers Municipal Solutions,Inc. 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: 1006 Florence Road, Florence Inquiry Made By: Charles Amo/Choice Builders 695-3500 Date of Inquiry: 6/17/11 Number of Type of Single Family Type of Private Units: Unit(s): Accessory Apart. Ownership: Condo Multi-family Rental (Annlicant to fill out the abovel Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: X No Size of Water Main: 8" Material: 8" C.I. Age: 1925 Approximate Static Street Flow Test Conducted: Yes: No: X Pressure: 75 If done attach results Size of Service Connection Suggested Meter Size: 5/8" Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. Contractor to do 2"tap.2" line will be manifold to three separate Services from beginning of common driveway. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • __Arr ements of such installatio a made with the Northampton Water Department with a minimum of 5 wor ing days of on. i• All w k hall n o amptl Water Department specifications. l David W. Sparks, Superintendent of Water Watei Entry$200.00 Meter$100.00 Radio$100.00 cc: Ned Huntley, Director cc: Louis Hasbrouck, Building Commissioner Note: If this availability is for a new construction, it must be hand delivered to the Building Inspector. Apnhcat,;,n i I I Lf Permit No. D17-13 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. I a By: Pet loner ignat Name: John W Ewing Address: 297 Old Wilson Road Florence, NIA 01062 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. I Cc: Building Inspector i I I I I i i i I i I i Lt J 1` Permit No. D17-13 CITY OF NORTHAMPTON, MA DRIVEWAY PERMIT 0 Date: 12/13/12 Check#: See. 1D 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 driveway Permission to install a driveway at: 1006 Florence Road, Florence,MA 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: John W Ewing Telephone: 413-695-3500 ature: Proposed Location Inspection By: ) Ot . Gravel Base Grade Inspected By: vg e. /Z s Final Approval: ` { L' /�• �z- :S-/Z- THE BOARD OF PUBLIC WORKS voted that petition be ✓ granted. Edward S. Huntle ,P.E. t Director of Public Works Cc: Building Inspector (SUBJECT TO ATTACHED CONDITIONS 1 & 2) a�rn�x� �, 6791 0 37-1c /21 Edwin H.&Janet K.Larson Deed Book 3070 age 224 Plan Book 138,Page 86 Lot 1 Lot A. Lot 2 Lot 3 Land of Yarylin 1 UG Secondary LaFlamme, HH 1-1 1-3"Conduit N Diane Ewing and John It UG Secondary W.Ewing i 1-3"Conduit _ Plan gook 136,Page 86 Le H -2 ot l �! PD 1 _ Gas, e• --- y11fR � p.10 G - 20' P'101-2 In Cn tV nd of Marylin LaRamme. Lot 6 d Diane EvAng and John W. IQ Ewing Proposed UG primary M _ Deed Book aao7,Paq o .— Proposed OH primary ° n UG Primary Proposed UG secondary 2-3"Conduits Lot 5 ® Proposed pad mount xfmr 0 Proposed Handhole r r 0 Existing JO Pole Lot 4 a C Proposed JO Pole ,�• o t5 –Q Guy and Anchor till EXTOSCA SCALE nationa(grid - C The exact location of Q Lend of John W.Ewing A sketch to accompany an easement LL ng said Facilities to be Deed Book 4268,Page established by and for UG facilities to serve 3 Lots for off Plan Book 179,Page 191 upon the installation Florence Rd URO,Northampton MA and erection of the S,,. ,,,,,E :.o..�. .. Facilities thereof. °"° W13111 am 1 11202911 • d Br wW �.•.�.•s,. BOARD OF HEALTH 413-587-7214 COMMONWEALTH OF MASSACHUSETTS DONNA C.SALLOOM,CHAIR CITY OF NORTHAMPTON SUZANNE SMITH,MPH,M.D. MASSACHUSETTS 01060 JOANNE LEM,M.D. OFFICE OF THE i WILLIAM HARGRAVES CYNTHIA SUOPIS,PhD BOARD OF HEALTH 212MAIN STREET MERRIDITH O'LEARY,RS,DIRECTOR IMMI ��U* Posaf Works Instaffer Permit No. BHP-2014-0608 License Fee: $75.00 In accordance with re ulations promulgated in confonnit With the State Sanitary Code Titfe V regulation 2.2, a D osal Works Installers Permit is here6 granted to: � y Choice Builders Wfiose dace of 6usiness is: GOSHEN, MA T e of business: DISPOSAL WORKS INSTALLER/ REPAIRER To construct, alter, install, or repair individual sewage Expires . 12/31/2014 Director of Public Health LICENSE MUST BE POSTED IN A CONSPICUOUS PLACE ON PREMISES. - s DEPARTMENT OF BUILDDyG INSPECTIONS _ 212 M�un Street 0 -Municipal Buiidina '`'�,� 5,• ;INSPECTOR Northampton, MA 01060 LOCATION r 2-a SQUARE FOOTAGE AMOUNT BASEMENT @ :20 4-, IIT FLOOR.@.50 LC / 2NDFLR @.30 `' FLOORS, FINISH ATTIC,GARAGE @.20 DECK/PORCHES @ .20 TOTAL. ENERGY EFFICIENCY PLAN 2. Preliminary Home Energy Rating Results Based on the assumptions described above, we have calculated the following Preliminary Home Energy Rating results. Preliminary HERS Index: 67 Preliminary Improvement Over 2014 Mass. Reference Home v2: 21.1% -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 1* * = 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, 2015. 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. i Signature: 4&-� \ .- Date: 10 •^� Printed Name: C2` �GIL v1C, 1 Company: Preliminary Rater. John Saveson Date: 1012312014 Job#:P15095 Page 2 of 2-Please send signed form to the Center for EcoTechnology Tel(413)586-7350 ext.242-Fax(413)586-7351 -greenhome(a)cetonline org LU]MCENTER FOR ECoTechnolc we make green make sense- V ENERGY EFFICIENCY PLAN Project Address: Lot#2 Florence Rd, Florence, MA Conditioned Floor Area 2,139 ft Volume 17,708 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 Foundation Walls &Slab Floor Uninsulated Concrete Framed 15 Floor R-30 Fiberglass Batts, Grade 3 Rim & Band Joists R-21 Fiberglass Batts, Grade 3 Exterior Walls, including garage R-21 Fiberglass Batts, Grade 2 Windows &Glass Doors U-value= 0.30 SHGC = 0.30 Exterior Doors R-5/ U-0.20 Ceilings&Attic Hatches 14" loose-blown cellulose (R-52) Hatch: R-10+ Foamboard, fully gasketed Blower Door Test* 4.0 ACH50 or better* Thermal Enclosure Checklist Meet all Checklist Requirements as verified by a HERS rater at pre- drywall and final inspection *The 20091ECC requires a blower door test result of 7 ACH50 or lower. The number listed here requires significant improvements in air sealing beyond the base energy code. N "I" � �� p Specifications Used in Analysis I+ > +mot Heating Equipment 95.0 AFUE propane furnace Cooling Equipment 13 SEER air conditioning, TXV or EXV valve included, properly sized and documented on HVAC Contractor Checklist Water Heating Equipment 2.3+ Energy Factor heat pump (or"hybrid") electric water heater <6 CFM25 leakage to outdoors per 100 sq ft of finished floor area Duct Leakage** <128.3 CFM25 Duct Location & Insulation 40% Unconditioned Attic R-8; 45% Unconditioned Basement R-6; 15%Conditioned Space R-0 Whole House Ventilation Continuously operating variable speed exhaust fan <1.0 sones, 51-61 CFM, Energy Star Rated " The 20091ECC requires a duct pressure test result of 8 CFM25 or less per 100 sq. ft. of conditioned floor area. The number listed here requires significant improvements in duct sealing beyond the base energy code. M. N pry, Specifications Used in Analysis Lighting 80% CFL, LED, or in-based fluorescent Refrigerator ENERGY STAR certified Dishwasher ENERGY STAR certified City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: `o C)LjU�'"`e The debris will be transported b C� C c � Th :p Y The debris will be received by: Building permit number: Name of Permit Applicant C�AVL Dat Signature of Permit Applicant 1, City of Northampton ,yam: r �5 LSI Massachusetts E � DEPARTMENT OF BUILDING INSPECTIONS -y 212 Main Street • Municipal Building 'b' Northampton, MA 01060 srW �Ltia ' INSPECTOR Louis Hasbrouck Chuck Miller Building Commissioner Assistant Commissioner HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her construction supervisor. The state defines "Homeowner" as, " Person(s) who owns a parcel on which he/she resides or intends 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 home owner." The building department for the City of Northampton wants any person(s)who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation/footings (before backfill), sonotube holes (before pour), a rough building inspection (before work is concealed) insulation inspection (if required) and a final building inspection The building department requires these inspections before the work is concealed, failure to secure these_inspections can result in failure to obtain a certificate of occupancy until the work can be inspected. If the homeowner hires other trades to perform work (electrical, plumbing & gas) the homeowner will be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit issued, and that they get their required inspections. Failure of the individual trades to secure the permits and inspections as required can DELAY the project until such time as the proper permits and inspections are made 1, understand the above. (Home owner/resident's signature requesting exemption) I will call to schedule all required building inspections necessary for the building permit issued to me. Date Address of work location :y The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): ��-� /^ LJ �r't (f tto(a—WIS Address:— PC)& x 3 2— City/State/Zip: G fvo� Phone#: Are you an employer? Check the appropriate box: Type of project(required): 1.❑ 1 am a employer with 4. [] I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2. I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. r_1 Demolition working; for mein any capacity. employees and have workers' 9 Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. [] We are:a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. tHo meowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi under the pains a enal 'es of perjury that the information provided ab ve is true and correct. Signature: Date: It 2_© f q Phone#: Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable £ Name of License Holder: C��A vx- (r ' '" y s � ©((c'C ( 7( p License Number _ Add ess Expiration Date A- (2.) 3 Signature Telephone -(�g -3 Sod 9.Registered Home Improvement'Contractor Not Applicable £ 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 e building permit. Signed Affidavit Attach d Yes..... No...... £ 11.'- I3ome Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellines 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"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House Addition F-1 Replacement Windows Alteration(s) Roofing E]% Or Doors 1] Accessory Bldg. ❑ Demolition ❑ New Signs [1:3] Decks Siding[O] Other[O] Brief Description of Proposed ,�.. Work: �-�'l5A fL4,- � Z ` l-{�.� s Z',%4A(t �c Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet sa:'If Newhouse and"br"add tion tgYexisti�ng"housing, complete the followind: _.. a. Use of building : One Family _ Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached?it 7 J d. Proposed Square footage of new construction. 2-2-00 Dimensions zGJ L�y e. Number of stories? 2^ �L X 2c-(G '�-- f. Method of heating? ( �'T rte/ Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. l�- p Masscheck Energy Compliance form attached? h. Type of construction �� L �- i. Is construction within 100 ft. of wetlands? Yes / No. Is construction within 100 yr. floodplain Yes rV j. Depth of basement or cellar Floor below finished grade t� i k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank_K_ 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 i hereby authorize to act on my behalf,_ II atters relat4�o work authorized by this building permit application.tt Signature of Owner Date —� 1, , 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 Nn C>"""'" , (:2� �( hu Signature of Owner/Agent Date " a I f Northampton Status ofPermtt �' �`Pic I Ing Department Gtrrli cu OV "6 2Qi4 Main Street Sewe Se tr vaifaFilrty ' r t F � � iI'� Room 100 ate rratla�llity f�le�rtha pton, MA 01060 ets o1"S#ructrir`a1 Ptarts: Electric Pit :,.mq Gs r �ct� N� jone .;j3- 1240 Fax 413-587-1272 PIoflSlte Plans Over 5pec�f ' , "-_ R f APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE.INFORMATION 1.1 Property Address: This section to 6e completed by office C7G(e� T=1Dk r'G4 U�� r Map Lot Unit 2"��`"� m� Zone Overla Disfnct �� P v ® y Elm St District' CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: N aL M A tt t,4 1 Joe A r, r Name(Pri t) Current.M Addres Telephone <2 co l �° v (( Signature 2.2 Authorized Agent: Name(Print) Current Mailing Address: 4 j3--67 - 'SSC� Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building ` (� � C�G� (f-C (a) Building Permit Fee 2. Electrical C"®� U 0 (b)Estimated Total Cost of J e Construction from 6 3. Plumbing � 00 Building Permit Fee 1 4. Mechanical(HVAC) � 00 5. Fire Protection 6. Total=(1 +2+3+4+5) , 000 � oo 1, Check Number r This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/inspector of Buildings Date ' . Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Infcrmation Existing Proposed Required by Zoning 71is column to be filled in by . . Building Department Lot Size Frontage Setbacks Front jc� Rear L Building Height Bldg.Square Footage "'0 Open Space Footage (Lot area minus bldg&paved #of Parking Spaces L ELI A. Has a Special Permit/Variance/Finding ever been issued for/on the site? Af\ �~� �_� NO �C�^ DON7KNO�' �~� Y[� �~/ |F YES, date issued� � IF YES: Was the permit recorded at the Registry ofDeeds? NO DON7KNOY 0 YES IF YES: enter Book 1 Pag and/or Document# �� B. Does the site contain a brook' body of water orwetlands? NO N�J DON7KNO\� k~� YES ��' IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs tobeobtained x~� Obta�ned x�� Date � �~� �~� ' C. Do any signs exist on the property? YES 0 NO 0�] IF YES, describe size, type and location: 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: � X L-____--'--_-----_---------------------------- ----------'--� E. Will the construction activity disturb(clearing, grading vubon. or filling)over 1 acre oriait part ofa common plan ' that will disturb over 1 acre? YES NO K�} IF YES,then a Northampton Storm Water Management Permit from the DPW is required. O(/ T-S File#BP-2015-0540 APPLICANT/CONTACT PERSON CHARLES AMO ADDRESS/PHONE P O BOX 716 GOSHEN (413)695-3500 Q PROPERTY LOCATION 1006 FLORENCE RD MAP 44 PARCEL 134 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out eA 7 c Fee Paid Typeof Construction: CONSTRUCT 2 STORY SFH W/ATT GARAGE/DECK/PORCH New Construction Non Structural interior renovations Q Addition to Existing Accesso1y Structure Building Plans Included: Owner/Statement or License 44171 3 sets of Plans/Plot Plan THE F LLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO MATION 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 peptic Approval Board of Health Well Water Potability Board of Health ©l�1 y /Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management 0 - 47 �} Signature of Building Official --Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. 1006 FLORENCE RD BP-2015-0540 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 44- 134 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-2015-0540 Project# JS-2015-00'1018 Est.Cost: $139000.00 Fee: $1495.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Groin: CHARLES AMO 44171 Lot Size(sa. ft.): 130897.80 Owner: KAINOL MATTHIAS Zoning: Applicant: CHARLES AMO AT. 1006 FLORENCE RD Applicant Address: Phone: Insurance: P O BOX 716 (413) 695-3500 () GOSHENMA01032 ISSUED ON.11/19/2014 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 2 STORY SFH W/ATT GARAGE/DECK/PORCH/DECK 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 Signature: FeeType• Date Paid: Amount: Building 11/19/2014 0:00:00 $1495.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner