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06-064 (17) 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. 41. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 42. 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. 43. 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. 44. Closets beneath stair which have doors must be drywalled with%".780 CMR R302.7 45. 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. 46. 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(pD-northamptonma.gov Thank you for your cooperation on these matters. uck Miller City of Northampton Assistant Commissioner and Zoning Enforcement 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%2" 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%2" strap across the area and 6" beyond each side with 8- 10nd nails. 780 CMR R602.6.1 28. Where dryer ducts penetrate the wall they must be sealed with fire caulk. 780 CMR M504.2 29. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen, and require 3' clearance from windows. 780 CMR M504.4 30. Dryer duct transition is limited to 8' of aluminum flex, must be exposed, and the proper UL listing.780 CMR M504.6.3 31. Dryer duct maximum equivalent length is 35' less 5' per 901 elbow or per manufacturer's specs. 780 CMR M502.6.4, no screwed connections use foil tape appropriate for the use. 32. Dryer ducts when concealed must have a permanent label or tag within 6' of the duct connection 780 CMR M502.6.5 33. Makeup air is required for dryers exhausting more than 200 CFM. 780 CMR M504.5 34. Makeup air is required for any exhaust hood over 400 CFM. 780 CMR M505.2 35. 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 36. 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. 37. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 38. 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 39. 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 air tight cavity,which you must create. 40. 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). 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. 1-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 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 V from the top of the threshold and only in-swinging doors. 780 CMR R311.3 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 City of Northampton Massachusetts -A DEPARTMENT OF BUILDING INSPECTIONS r 212 Main Street • Municipal Building rs Northampton, MA 01060 INSPECTOR A&S Building and Remodeling January 11, 2016 PO Box 204 North Hatfield, MA 01066 Subject Location: 14 Beaver Brook Loop Map Block: 06-064 Mr.Jagodzinski, Your building permit application with plans dated 8-26-15 has 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. The front of the garage requires a PFH or engineered braced wall solution. 2. Raised rafter plates require additional metal straps to prevent spread. See attached. 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, basement and walk-in attic. 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. Note:The 2012 IECC with MA amendments is the non-stretch energy code and the 9th Edition Building Code and new Stretch Code are expected to begin in July of 2016. 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%" 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,each bedroom and walk- in attics. 780 CMR R310.1 B f6a lN .'s i4.C2'ZGN7ALLY INTO `/L 4EAD=R i"`5726 S?MP5?ty S i ^P-2 RE 'D C1P TO 24" :ALT^ - lr r'c-_^�:r2 AT S+.A t 11NG ✓G= CLOCKINfS L 2x J RcC;:lRED ✓1:r�-.�.✓.SLS '-rCi:�'J.1:T1 l..i`iv%�C^iR i+�GE',�`D CLLCWI MANa}=AC i uRR.;-S INSTAL LAT101\ RECUR- =41 rs t fNSet�f:GTiChiS EC<<CM FLAT-=S INSTALL AS Si-CJN 5/8" ::)IA, x 13" LONG- P00 INSIDE OF SHEAR W ALL i — -- -11 r —1- —1— T-- ILL Al-1 3" GRi i =A;;"R1, Sd COMP SON 44fLS TO :-LEADER ;s ip ♦ r"go <;ss .. -OP P" E-S ONE ROLL ON EACi. PLAT, C= ibd SfN<cRS a 3" o.c. 1/2" T iC C S ss<t^TJRAL PL YLICCD PANE SEA?-1NG 7-U,L S" 3" c.c_ `AILING !NTO ALL FRAMING STI;DS BLCC<5, TOP PLATE AND ALL 4CLDDOL'NS - BLOC<JNG AT S;4EATI=1NS 2 2X's R=C 11Rw 50 T;C�'` PLA, _5 u/ ONE R=' :ACS!PLAT_ C= tad SiN<ERS-w 3" C.C. OUT61DE OF SHEAR WALL � (itS- 1ST FLOOR FRAMING PLAN 2ND FLOOR FRAMING PLAN _ — ROOF FRAMING PLj FLOOR FRAMING LAYOUT PRELIMINARY PLAN, NOT FOR CONSTF 2X12 ROOF RAFTERS 16" 0/C ....._..._. ., 2X8 RAFTERS 16 " 0/C ROOF TRUSSES 2 'r O/C DECK FRAMING PLAN 2X10 ROOF RAFTE S 16" 0/C HEADER & BEAM LAYOUT �_. SOLID BLOCKING l� BUILD DOWN GARAGE WALL TO ACCOMIDA' - - -- OVERFRAME TO ROOF BELOW LRU26 RAFTER HANGERS--- XT S 2 5 6118 8 TOP MOUNT HANGERS WR7 - 2x6 RAFTERS ITS25695 TOP MOUNT HANGERS - 2x4 CEILING JOISTS HUS 1 . 81/10 LVL HANGER 'I�HUS410 LVL HANGER ; SSUH310 HANGERS LSTA24 STRAP HANGERS ----CEILING F RAM I N G PLAN rk Miles Inc. E I L I N G F RAM I N G PLAN e . e a w o rq�!!i 2 4 21 W..t SL tW ° f -a aln e�yye1 i.a-iA Ut"Had M.. g 9 arp�tar iY�.i� rvn¢!1 e,v.ii p a,e..afcec_fie p r of°v� y c c.,.tact K M­es 1 2ND FLOOR FRAMING PLAN ____..__ Flcor t'ram:ng Material -...-..._ Type Qty. ?,'duct Length . RI 1 ." X 9-1/2" R-MB^ARD R2 19'10" R4 I A S"° P R5 4' R6 _ v ?'ll" :cta. length: 51' 2" J1 5 9-"_/2" AJS 20 32' 0" J2 3 701 0" 2: __Bl R17 R 7 Rl S3 3 20' 0" J4 16' 0" —_ 3 Rly 15 32 11 R7 2 16' 0" li R6 S6 9 " 8 0" 2: R8 7' R23 R23 Rio R9 6' Rll Je R13 2 I" h 2. e YARD i VE BSN.B G i i JS p�-��I_r.J5 ��. ,� JS _..� (� 'oca 1enq:h 24L50 0. i 18 ♦ " A'S `e0 R, .9 a '6 I 1 - : " I 16 c v." 4 16." o — - - - _+ 1 0 a p 4 R15 2 v r, 2 J3 .�tal le�gti.. 992' + " " II � I Q V.��1 ^— ��' Rii S t" x 9-1(2 R.M BQARD 12 VO O R13 RIB 0" 9 n v e7 R2 4 .13 2 - 0" R 'i5 R20 i']0 1/4" R21 6' 71/2" R2 Y T 5 5 E S v To , ... 94 V3/4 I 9 A 4 1" nIN,nOARLa 'i III nom_ x ie 1 i] G13 T t� 1�1 0� —, �,�� _ _ _ _ _ - - - '� '�- � '---" ,'.- - R%X (R/LI 9-1/2" AJS 20 2 _ - J2 :,n13 L R19 16" oo - - 1 'v, R21 (�y,�l 7ota11en� 2• 0 G RXX (R/L) 1" X 16" RIMBOARD 1 R%X (Ril) 16" AJS 20 2 t.l le g 2' 0"n" R HciSl� 81 f 10 HANGED G7 II' ----- Beam& !.edger Ma_ t-I ------ RI ti P- Y L gch R13 R I _�_;._-. 1�r d2 S e Fl.�e F M2 2 .r x 7 ` 16" o 15 H3 2 1. F H US4'�0 HA11GE I�S2.695 HANGERS'. -__ _,.I B4 z ^ Tota' le g_*: 6811:^" -J6 C6 2 1 1/9x9 1/2 VERSA-LAM 2.; 3100 BT 16" Oc r - - C9 2 v 12' 0" G9 2 16" AJS 20 RXX 2 :6 0" O` G10 2 - + 26 0" rt length: 1"4 ^5 r�— XX 0 R23 R23 Gil = 1-3/4x9-1/2 VERSA-LAN 2.G 31,0 16'v0" E12 _ 'cto length: I6', - - E2C r R22 R17 G13 3 1-3/4x11-'/9 VERSA LAM 2.0 310 lv'"0" -- -_ ��-- R9 \ 2 ply 2 P1Y R20 ti"ti �� - 1\ G15 3 1-3/4x9-1/2 VERSA-LAM 2 3100 1E'"0" J7 continuous header .,.ta_ le gth: 48' J" 'ry R1 Rlc __ _ RS� []7 .t P1— _A3 _--moo o8 \\ Typc Q-Y. Prcduct Length H� 2 ply simpson sthd strap ties -- B1 3 spruce Pl:,e ca ie cry 2 per corner embeded into concrete B12 2 1 3/4x11 '/e VERSA-LAM 2.0 310 10' 0" �' B20 2 v 10' 0" O .eta, le 9 40 C" T �.. 1 - ------- Mtscellaneoas N.aterials ------ T Y Tyne Qty. Product Len9vh L %xx--- (R/L) 3 1/2" 5J5 20 18' 0" Total length: is, 0 %Xx (R/L) 16' AJS 20 20 "0" Tetai length: 20' 0" names a..e tr adema.ks of their res tive _ p.uuuct pecvne_s S rk Miles Inc. NOTES Thl, ­t r C V tl f P 1 T Q5 1 P 1 1 Y Y P 1 Y it 21 West St. =f "toneY' Cs f 99 West Hatfield Ma. m.euaac J` �" - oleo_axt r t e.mF 1e_., of�vr_ay_.,c cvn arc ex w_"9 S I� 1ST FLOOR FRAMING PLAN 21 3' P'. 2: _G4 l 2 Floor g Met.—I Type Qty. Product'` Length 2 1 III -_____ ____ 1" X 9-1/2" RIMRCARJ 21' R71 1 14'10" 7 IU AS 0 :otai lenatn: fi9'll-i/2" �_J3 J3 :e-- s1 _a ./.^ Ass�oV 30' a^ A3I 1 6 OC ��o I 16," OC� RG _ 2' 0 C 2 20' 0" R �J2 0" R7 f2 E' 0" 4" LALLY COLU14NS W/SPFLD CAPS RI R5 e l off" Total leno_h: R10 4 1" x 9-1:''2" AIM SOA L 0" I B7 R12 v 11' 0" S 2.pl R13 v B' 0" R13 R14 R19 _ 6' "+" R1S 3 1" >' mx R/L 0' II l _ p, Tota ength: ------- 0 s Ledger Material ------- I., G2 32 1 ply Ty Q'y- P"i"t Length J1 R7 � -- 16" CG- l�- -?21*�ly� P7 2 1-3/4,11-7/8 JE S-LAM 2.1 310 36 0" r pta11e" BT 2. EA 3 1-3/4x9 1/2 VERSA-LAM 2.' 2'"0" G, 1 2 v 0 16" or 6. 0 :ota' len J�J: 106' 0" v v I �I v v I I Posi RXX� -- R10 -^ R10 - _ 3 p1 Type Q_y. Product Length I r R$ U Pi 4 PO f^lun.n by hers d' 1-lea" p 8 ata_length 32' R9 H1 h -- Miscellaneous Materials ------- R12 - — _ Type Q'.y. Prciu.:t Length H. ______ _______ ______ O ..........: ...w........ XXX (R/L) 3-:i2" AJS i0 34'.1' 1 L, A:1 pro Ct ...es a-e tradeR.arks of their r c_- owners rk Miles Inc. RTES: C g g 1 F 1 by o` 21 West St" allacio:• n P•lticar,a e.if „y c pR West Hatfield Ma. oe ..ct,s P-oJec!.after tie c�ay.let. ,oP�..� .ay..t c.n._ t Ftt..a. �{; ''• � � A 1 d sue., AIRS BUILDING D AN REMODELING OF � ,,�, q qz>T - - --- -- A900 A.— vearr sze A300 N°TCNww�iveR%rsie: A o' - o P.O.BOX 204 ... v 000rHSS o ae oeL°oow _ r NORTH HATPIELII, ( �± � MASSACHUSETTS 01000 413.230-0100 WAne NMAY—AT—H , ANBUILDREMODEL @AOL.COM OWNER: MARIIANNE&DAV[D ° d 4 w E Nb -- \ DAMRROV e co aus nROP rouNn r Ory pj/�/, ff� concneTe WALL AT vooR- .m I HEAVEN BROOK ESTATES- --- ,e•A° FOOT— BA5EMENf z _--- NOBTBAHPf11N,MA corvcRere POOrmo E'u ------ ---e•carvroNUws "m ' a'. 1 GOHLRETE WALL � , r --j + eeA�.o�NeT NEW HOME. LVL BEA„ GONGRETE POd eeP I - _ He LvL aenM --- sLAB ON bRADE MINOR _ POCKET TI-�LL� r-4— ' m � v4 DRAWING: A301 V/e M FOUNDATION PLAN n ,w L ---eeR Pr sze rveenev - PoR HVAC DUCT woRR ISSUE DATE: REVISIONS: __.-- _..__- REVIEW 11/07/14 T I '-.... _.� ... -. REVIEW 11/2.V14 REVIEW 12/11/14 REVIEW 01/116/18 Al. A-1— REVIEW 06/26/14 _.. move _ 'i.. b ''., REVIEW 06/31/16 REVIEW 18 DIAMETER ds FOOT DECK F , , ,.°• , °' .e• ', ,', REVIEW 11�8/r1IM1 "' -- P onNO TO,e"eEL— ABOVE GRADE �`_ * REVIEW 00/12/I6 REVIEW 07/16/16 senEw II0n4/I5 MEN SCALE: 1 FOUNDATION PLAN 1/4"=1'-0" F. SHEET NUMBER _.. SIUO AIRS BUILDING AND REMODELING F.O.BOX 204 NORTH HATFIELD, HASSACHIISETTS 01000 413.230.8100 ASBUILDREHODEL @AOL.COH OWNER: I MARIEANNE&DAVID DAMBROV HEEL PRE- ROOF Rh19ED HEEL OOP TRUSSES SHAVER BROOK ESTATES (SEE TRUSS DRAWIN69) _ 12 - -ARCUirecruRAL so rR Abvu R s RER NOHTBAHP7YIN,HA 9A'STORM buARD ce 1 W ATER 6ARftiER 4' 12" ON EAVEA ANO vALLErb u , 12" -]X 12 ROOF RAFTERS,116'OGATN Nb ' % (SEE FRAM Fi-A- RAISED H E 1 2'Z r PROJECT; µ _-_ M ED j� L .f TO,PLATE 2ND NEW HOME T.O.PLATE 211 D ` rLSO ,y 1T IL - _-1r uM 1-rvUM bUTTLR9 w6 0, rn N/i1[. ALCM DftPLOb! W 5TORA6E p ROOM �S e-�%ausNecQ�d De—ATTVE ERACKET DRAWING: 4F 777--7 f•, O TO.PLATE 1ST O CROSS SECTIONS 2ND F R_ _.:. .T-O P ATE 1ST -- ---- -9/A'T,69UlFLOOR bLUGD n.0 - ' - AND NA LlD u , r TWPALIZ RJOeT91 A'OG.(ALE I TRAM Nb vLArvs� ISSUE DATE: -.-.- I n %b rk n s v ub REVISIONS: 16"i P EHGA'N Nb.9eAM5 TAPGD 6ARA6E KO SrROOG w.0 sT�OS+soo REVIEW 11/U7/14 ENTRY REVIEW 11/28/14 p REVIEW 12/11/14 HISVIEIY 01/U6/16 FLOOR.. _ 1ST FLOOR RRV18W OR/2R/tR ' : - 6 18 8 FOUR TO FO BVIIW REVIEW 06/11/118 EVIEW 06/12/10 F//( RETESL! REVIEW 0/6MACreo E re 6 B SEMENT * REVIEW 08/14/15 0'%16<ONORETE yT FOOT Nb w/]X9'KErY1AV - I I - - BASEMENT 5LAE3.I- e T s/ 1 r r,o.FOOnNS G SEGTI ON G - / c ---- -- - -�- B.O.FOOTING- -.'' -. vAi.. _-8CAL80. 1/4R=1'-OR ON D STAIR va.r-o' SHEET NUMBER A301 DOOR SCHEDULE WINDOW SCHEDULE MARK GiTY' WIDTH HEIGHT DOOR MATERIAL COMMENTS 'I MARK OTY, WIDTH HE16HT HEAD HEIGHT MODEL COMMENTS t00 r 9 O' 6 0' _FOERbLA90 «NbE_D T»t]"91DELIm«T> A 12_ 0" 9 O' O ]' v S]00 DOUR E bWNDOW D 5P On DU LT D ] _0 -D- WA 0 - IR-G_D.A.O9E U BLE E T H UNG_wO_I.N w D OW9 B A&S BUILDING J E E T-F E ge E W NDOrv9 ] O B AN N G AR _ -- ----- - _ 10 I/3' c]eaa-] PAIR-LA>EnENTrvNVOw9- , I I J B 6 0" 90 LORE- 6ED DOOR ', O ♦ O � b SO O !. DO BLG COD B - 9 6 J f B ED D J ooup e B L 1 -'_ TR D>s enenr w v000iv w> SLID. g9 < 0 J r]e ! P.O.801 204 NORTH HATFIELD,e "S «ALF bL ss e D.D. _ 67a N9hTLD STEEL OE EAD bARAbE O HABBACHt6EIT8 01088 -- r--1N TED STEEL 3 1 9 C' D O OVE C m DOOR 4 1 d B° 6-V - rpe GLASS ---R rev«NGISV DOOR 41:1.23011180 >ouD CORE «INGeD DOOR o I --z D' b-e• �..._ so DcoRE--_ - _-_- -I+Gec coon ]oJ ASBUILDREHODEL DOUBLE HINOEV vooas @AIIL.COH ]a4 r -_ ] D SOLID LORe _ NOGD DOOR I b D' r e -_-b-B° _ row DU Lr- - __- -- - D LCDARNDOOR9 - ]Ob 1 ] b I 6 0' r---. SOL;LORE _ »NOCD DOOR -fi'-O" _-__0'-D' >OLIV LORI.-. ___ _ BI-PA. �_ _-__. DS DOORO —S B' i SOLVED- - -- B 99 DOOIRO --6 B' " 60LID LORD- -- «INblD DOOR ' J10- i-- A -- --- L S D PLNINb OWNER: D' 0' 6 0' __LU BUILT —DOOR DOOR _...... ' I ] � 0-0' f - SOLID LORE- � MINDED DOOR I, ] 1 ] J> r MARIF.ANNE&DAVID I t- y p —LID OLORE -.-. NbeB DOOR BO O' - - b-g' PIBER6LA>9 INBL TED--DOOR DAMBROV 6s OPI aur,ViIA MA-BARn IRiEIR BEAVER BROOK ESTATES oN-1ED AND VALLEYS NORTHAMPTON,MA S"cox PLrwooD ROOT SNEArwnm ENGINEERED RAISED«EEL ROOP TRU89C9 •]4'—(BEE IRAMI-PLANS) fR-DO)BLOWN LE 1—a INSULATION -fVRR M,9TRN9 r/]"GrP>UMBOAROCELN6 --_ _._ - -. _.__pRE-ENGINEERED RAISED«EeL PROJECT: ROOT—ASE.me TRU89 DRA_Gp)'--'" POIIBLEJ,B TOP PLATE NEW HOME _ _ _ _ - _ - - - - --" 7, 111- V HEEL 12" > 1 O TO PLATE 7N ALL sue FASCIA ALUnun rvRAPPeD Pne FASCA _- nDrvN Bro9AND DRAWING: U v MNUM--FT BEDROOM? ALUMNUMORPeDGL CLOSET HALL BEDRGOMe - CROSS SECTIONS . DEAD BOARD cMLI LINEN- AT PORLH -- T.O..PLATE 15T L ° _+ ISSUE DATE: 7 _ -PLUS«PRAMeDLVL I l9EE FRAM N6 PLANS) 9/anm>uprLOOR - REVISIONS: -- --+, TAPERED LOLUnN --_-_ M - EV TF--01ST>,b'O -- �rRD PALDE D EAng REVIEW 11/07/14 (SEE PRAMNGPL _11T SZp WT»OWER r/]6vP BOD E Lrb REVIEW 11/23/14 n// m RRVIEW 12111/14 PLAYROOM FAMILYROOM P.DINl�16A,REA- REVIEw of/Oa/15 - VNrL5DN6 p - r~ 711—P 91eA1G BEM TAPE D REVIEW 05/2 6/15 I: GEDAND ED Jx0KD 5PRi4E WAL-TUS IV OC. rJrLOOR BB O L R —1-11-059 REVIEW 08/31/15 tbee RAn L B) 1/2mSUM W ALL BOARD F N 5H REVIEW 18/0 e CD Ill PLdOR REVIEW 4)6/11/15 .... ... - Jo BTD _ r aOd-'y REVIEW 06/12/16 9T Fl REVIEW 14/1:/I: _ Lv/1 _ REVIEW 08/14/1: 1 TO.FDUN (, PULL BASEMENT - `R-I-ATPN BASEMENT d k I b°CONCRETE j O L E0LA0 RCMfORLGD Y40T N6 I w/JA>KErWAT - FD. T O . !ATED AG EGAre � SCAM 5L3 E BASEMNDT B - - I�4R=I,�R _ I�« TO FO.OTINb .....I B 5ECTION B __ A SECTION A_ SHEET NUMBER - - -- -- A300 ,2' 10, - 2' U A&S BUILDING AND REMODELING tb� z7 War, }- P.O.Box zoo 1 .� y "�'�^' 'm. ` NORTH HATFIELD, MASSACHUSETTS 0I060 413-230-9160 ,�^ � "7-r�-� a "`1-f� :«�•'r �r�' Y,J -r- � ASBUILDREMODEL o i �,44 @AOL.COM r I r t -,CGi L s� OWNER: _.. -..- MARIEANNE&DAVID DAMBROV BEAVER BROOK ESTATES- -- - - - NORTRAMPTON,MA PROJECT: NEW HOME 51PE ELEVATION 1'-0" DRAWING: - EXTERIOR ELEVATIONS 138178 DATE: REVISIONS: REVIEW 11/07/14 t REVIEW 11/28/14 REVIEW 12/11/14 t: [ REVIEW 01/06/15 REVIEW 05/26/15 REVIEW 115/81/15 [f REVIEW-- _ REVIEW 08/118/15 - - - -- -- -_ - _ - - - REVIEW 118111/15 REVIEW 06/12/15 '.'. REVIEW 117/15/15 REVIEW 118/14/15 I � � _ � , - - - 1- - SCALE: - - 3/18"=1'-0" REAR ELEVATION SHEET NUMBER A201 1T A&S BUILDING AND REMODELING P.O.BOX 204 NORTH HATFIELD, MASSACHUSETTS 01000 _ I^ 413-23"160 o r r P + k - 1 n t+' i -1: ASBIIILDREMODEL , @AOL.COM tj a• OWNER:---__-_ -.... `u- — - r - 1 - MARIF.ANNE&DAVID r DAMBROV I _ BEAVER BROOK 88TA'1'Ed- - - -- NORTHAMPTON,MA ° T PROJECT: NEW HOME 2 SIDE ELEVATION ', -_ DRAWING: ARCNTEOTURAL ROOF 8Ni15L55 -��. __- _ ._ _.' _ �.:,_ . .�....., EXTERIOR - _ _ _ Hf Ni r Y1 ELEVATIONS ISSUE DATE: y f t L < REVISIONS: REVIEW 11/117/14 REVIEW 11/23/14 T ALU.+vuMGUTTERS REVIEW 111/115/16 rT r J _ REVIEW nR/2MIs ME—ROOF -�`� f{ '1 i C ..-� .� ` y,,L` � � C �' i �;Trx f � .-�G , �. REVIEW 06/31/15 F + �q � - Rmlw oenNU15 REVIEW 110/11/15 REVIEW 00/12/16 REVIEW 07/15/1 RRV18W 110/14/15 5 1 , TAPERED COLUMNS r,_ "_ ` J { r I SCALE:--------- _- _ -... I FRONT ELEVATION SHEET NUMBER A200 . ,. _ �_ ,�� . . . _ O U � , �v�� � ,, N O ��� v � i ING City of Northampton Building Department Plan Review ' 212 Main Street Northampton, MA 01060 n 1/14 1/14 1/1$ 1/13 5/1$ 4/15 �N. Registry ID: Rating Number: HERS-544 5$aff ' Certified Energy Rater: Matt Turcotte Joe Rating Date: 11/1/15 14 Beaver Brook Loop Rating Ordered For: Leeds,MA 01053 ,a, �. n Estimated Annual Energy Cost Cum Projected Rating Use MMBtu Cost Percent 5 Stars Plus Heating 76.9 $2876 54% Projected Rating: Based on Plans, Field Confirmation Required Cooling 4.5 $227 4% Uniform Energy Rating System Energy Efficient Hot Water 16.7 $619 12% [1 Star 1 Star Plus 2 Stars 2 Stars Plus 3 Stars 3 Stars Plus 4 Stars 4 Stars Plus 5 Stars 5 Stars Plus Lights/Appliances 33.0 $1641 31% 500-401 1 400-301 1 300-251 250-201 200-151 1 150-101 100-91 90-86 85-71 70 or Less Photovoltaics -0.0 $-0 -0% HERS Index Service Charges $ 70 Totalc 131.1 $5363 100% " �lhet�i lnilcsrmaticl ... ...M '. . ..., ; Conditioned Area: 2895 sq.ft. HouseType: Single-family detached s vw € a s Conditioned Volume: 34090 cubic ft. Foundation: Unconditioned basement �� "' '"° This home meets or exceeds the minimum Bedrooms 3 criteria for all of the following: W, zx� Heating: Fuel-fired air distribution,Propane,95.0 AFUE. Cooling: Air conditioner,Electric,13.0 SEER. Water Heating: Instant water heater,Propane,0.82 EF,0.0 Gal. Duct Leakage to Outside: 173.70 CFM25. Ventilation System: Exhaust Only:59 cfm,20.0 watts. Programmable Thermostat Heating Yes Cooling Yes Ceiling Flat: R-40.7 Slab: None Sealed Attic: NA Exposed Floor: R-0.0 Vaulted Ceiling: R-37.0 Window Type: U-Value:0.300,SHGC:0.250 Above Grade Walls: R-21.0 Infiltration Rate: Htg:3.00 Clg:3.00 ACH50 Foundation Walls R-1 0.1 Method Blower door test 40, TITLE Percent Interior Lighting: 0.00 Range/Oven Fuel: Propane Company Percent Garage Lighting: 0.00 Clothes Dryer Fuel: Electric Address Refrigerator(kWh/yr): 0.00 Clothes Dryer EF: 3.01 City,State,Zip Dishwasher Energy Factor: 0.00 Ceiling Fan(cfm/Watt): 70.40 Phone# The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Fax# REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 This information does not constitute any warranty of energy cost or savings. ©1985-2015 Noresco,Boulder,Colorado. _.v Wool go .. M.. IVA � t 'w, Cowie {I,-A f i elf"' �.. ; oeeilooeelloo 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: 14 Beaver Brook Loop(Lot 20) Inquiry Made By: David Jagodzinski/A&S Building & Remodeling, Inc 413-230-9160 Date of Inquiry: September 17, 2015 Reason for Request: New Construction Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5 '/deep Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Length of Sewer Main: Size of Service Connection: Type of Service Connection: Tie-in to Sanitary Main Tie-in to Sanitary Stub Comments: P E- IVA l 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. JA, U John Hall 00 Sewer Department cc: Ned Huntley, Director DPW Louis Hasbrouck, Building Commissioner 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: 28 Evergreen Rd/14 Beaver Brook Loop (Lot 20) Inquiry Made By: David Jagodzinski/A&S Building &Remodeling,Inc 413-230-9160 Date of Inquiry: September 17,2015 Number of Type of Single Family X Type of Private X Units: 1 Unit Ownership:(s :) Apart. Comm. p: Condo Multi-family Rental __(Annlicant to fill not the ahnv 1 Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: X No Size of Water Main: 8" Material: C-900 Blue'Brute Age: 2006 Approximate Static Street Flow Test Conducted:Yes: No: X Pressure: 40t psi If done attach results Size of Service Connection V curb stop in place Suggested Meter Size: 5/8" Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. • 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. • All work shall conform to Northampton Water Department specifications. &A�T: /0�94 Gregory R.Nuttelman, Superintendent of Water Dept. Water Entry$,P�_ Meter$ X30— Radio $ cc: Ned Huntley,Director �3S ov -� Note:`If this availability is for a new construction it must be hand delivered to the BuildinQ� Inspector. t \\smb l\admin\Permits\Water Application\Water Avai labi Iity.doc PROD# A B C D 1. AC-D-250 H 2'-10 TT-1" 5'-8" 5'-0 AC-D-750 H 4'-0" T-2" 6'-6" 5'-8" AC-D-1000 H 6'-5" 5'-7" 6'-6" 5'-0" T ❑ e wry rg ® �o H u En [4 �qg2 Mme ® 991 M t9rg 0 OE�l �g E-1 .Qim 91 IEK � � 91M i E DESIGN NOTES 1. Concrete - 4000 p.s.i., 28 days 2. Reinforcement - steel wire mesh 6" x 6", 10 ga. and #3 RR BAR SS IN PRA par en AG ljn I ww ELL r l s: ® � c�► a HEXAGON 560 COLLEGE HIGHWAY GRANBY, CONNECTICUT 06035 (203) 653-5063 ERITAEiE SURVEYSt tNC Professional Surveyors and Engineers 241 College Hzuy & Clark St, P O Box 1 Southampton, Massachusetts 01073-0001 Bruce A. Coombs, President Telephone(413) 527-3600 Professional Surveyor, MA, CT& VT Facsimile(413)527-8280 E-mail: bruce@,her-itagesurveys.com. Website: heritagesurveys.com July 29, 2015 City of Northampton Department of Public Works Attn: Douglas S. McDonald 125 Locust Street Northampton, MA 01060 RE: Beaver Brook Estates Chestnut Street Extension &Evergreen Road Northampton, MA HSI Job#3923-121.106 Dear Mr.McDonald, On behalf of our client Patrick J. Melnik, we are filing an As-built Basin.Plan, dated July 29, 2015 that shows modifications made to Basins 1P and 3P, as well as the construction of Basins 2P - 4P (basin combined), 5P and 6P and revised Drainage Calculations reflecting the current as-built data. The As-Built Stormwater Management System Drainage Calculations contains two (2)tables entitled"As- built Stormwater System vs Proposed Construction Drainage System Summary" and "Basin Volume Summary Table"which demonstrate that the modifications made to Basin#1 & 3, as well as the other basins on the site meet or exceeds the original approved design. The overall volume provided with the As-built Basins exceeds the originally proposed design and the peak discharges for the 2, 10 and 100 year storm event have been reduced from the originally proposed design. Five(5) concrete dry wells with cast iron catch basin covers have also been installed as shown on the approved plans. Three(3) dry wells have been installed in front of unit's#2-5; two (2)dry wells were installed on either side of unit#8. The dry wells are not connected into the roadway drainage system. The concrete dry wells were supplied by Arrow Concrete Products product number AC-D-250 H and were installed in stone. The detail sheet of the dry well is attached. Other dry wells will be installed for the units that have already been constructed. If you have any question regarding the above information please contact this office. �a of �s Sincerely, R RDq p WEI$SE Richard P. Weisse,P.E. No.%23 cc: Patrick J. Melnik(by e-mail) Carolyn Misch,Northampton Office of Planning & Sustainability(by e-mail) Louis Hasbrouck,Northampton Building Commissioner(by e-mail) QX440-1/ tl/L��ANENT CONS RVATfON RES ACTION • Ero ETCLLyEO ETID,IEIERS sec g001r Diva PARE za Y„rr PAx s Et00K un,wCE aoA BOOK EHa0.PACs laa PIAN soar J2,PME J0. CONSERVATION PERMIT 7-OaB.OFW ,DJ.EB' 1]0.00' AK,A = P,Ar euCK J.E'SAM J),MAN BOOK sa PME D0.M.AN BDDK 12D,PACE r2 MAN BOOK 1D4 RACE IB2 PI.NI BDar ID),PAfX P.MAN BJa(fDD•PACE 102 'Delta'/AF,E'Jid�� � q, y 75.43�ACRES t MµDuoK a1M.vAx I.ENµBOOM r2 PArx a AA PIAN IEax 2aD,PME 2e. � � ,3. � 'q,. s¢Asq:wlrro,Re Nm DEaupm MAA euw+DROON esArcq Noanwvtw. uewar Y 1 I (1Wp9SpI[aD/SITS•n EcmDAOE SI.WrEYA MVF,wTm APML 22 100D v&—'ut /fIW�[./PA/LL/�j/ ® © FXIXIRM1LUIS 51WroIM i[RE DUB.(C) F f0 IAND 1 IXGL9K aI! I EAYYVDM1L 4WR .Y� HRQON NflY eNpNO Y1C.IRLQiOm M DDDK DDDI,PAfF 2D7. }T�DRaLX V SD.),AASr.s " 2),W a.r.! 9'I�/1 Y+� a. IXCIUDM1E WAR AIFAS DFRE APPRJIED aMER A a.USIER OEHIOPMINf S (wr NOTE. Dr�/,pN !+� PLW AND DIIE MNI NR ZOIM.0 4PECNL PF1.WIf N10 sRE MAN KPPOVAI A A = 40.95 AC ES t J e7 xi / v# ,uso s'�M i w p1Dw .vmm N'"01o.MR'"�"maCOe-o'roa' w,m � —I / A^Rt a aDOD.AEOOROED yE 6oDK ND2 PACE a p' K J. lORl2pIlA LGNIR01.XIIS F3TAB1/SiIED BY A a.o6u PrangruEC Sv4iEY(CPS) �a�Le INBCY. fmvIAKLp1,aT MC.Mill MaPiwr iMfY �N AR = 5 43 AC t 1 lI SfC N'M M DyC/' j THIS PLAN SHOWS ERS THE PROPERTY LINES 11017 ARE THE LINES OF ARE OWNERSHIP, O THE ATEES OF STREETS AND WAYS SNONN �Dppo ARE THOSE OF PU&JC OR PRIVATE STREETS OR WAYS ALREADY INC DIVISION OF D(IS AII%A % ay.D•2 '�.?i 9y fj�� \ \ j OR FOR NEW WAYS ARE SHOWN. NRTHERMORE.THIS SURVEY AND NIP D0.00' L�BA.DD' al.DJ2 f.f.t .(1 'T �,4 / P{AN WERE PREPARED IN ACCORDANCE WITH THE RULESµD REGULATIONS REGISTERS OF DEEDS,AND THE PROCEDURAL AND 7ECNNIOI4. ,—KW Am '1} \ / STµLMRDS FOR THE PRACTICE OF LAND SURVEYING IN THE COMMONWEALTH MASSACHUSETTS. ,N'� DER y EDa 'Pop N BFA DATE REGISTERED LAND SURVEYOR © (s=aw CT rRAMwCE All) Lu V) \ IXGY.®NIA! \`' �//q�• / MIZI W \ 3a' ar.t �It ✓// / Lu / IRA° Pa gI 21.5.3 wi MIKA \ l 1F"S.rt y � ElfY•YIhF UMII $ � t. Duvnr EWtlaf w Icy I REGISTRY OF DEEDS [ ' _ �.Yr• \ .I HAMPSHIRE COUNTY •lay:� '\Eyy +b� wvnErR ii I HORIZONTAL SGLLE:f'.40' Q PROosEn IXaUENE Wm 8b. � Y IXCL1EaErr IDBr � SJ•� ARG Zr.,inAO°ir ae,aa a. 1R'AI m, u.: "r r:J?t"?s• r � 1 uA ' Ipgr�. �J•I�Y SHEET 4 OF 4 PLAN SHOWING PROPOSED EXCLUSIVE UNITS O 1537'2 1A0.J•3 p2 BEAVER BROOK ESTATES Lemv sroNE BawD rouNO IADat q /iDIE PPE rvH C t21.8' NORTHAMPTON , MASSACHUSETTS OWNER/DEVELOPER: PATRICK J.MELNIK, TRUSTEE PRELIMINARY #K)H PIPE TO w XT THE BEAVER WROOK NOWNEE TRUST WD!LYC —e—r-•---•—•— ® o y ,D.a1 u �•� ARG. 6l 110 WHO WA 01ODO JS7DD u.: rDDr ti i p 1 °`41°'�''YQ E tEL(At J)xA-D)sD DATE: JUNE 5,2009 E>S AA ® N'1 w lads.: 9N� _,j•IIi� ��1 r�srtr �V + x ✓1 PARCEL a l r�.t �� \ HERITAGE SURVEYS, INC. SSIONAL SURVEYORS AND H Nenn'JJ'E— 11234 w mil'" ' + '\ PR1COLLEGE HIGHWAY&CLARK ESTREET '�7'v POST OFFICE BOK 1 SOUTHAMPTON.MASSACHUSETTS 01073-0001 2a' fKOPOaTD �L' —aDt'J)'JJY )ISJO' •—•—•—•—•—•— (413)537-3600 SEE SHEET M2 T ® soar]022 PME,OG D' oar J�DJaO01RmN'�Ea 16%IWOK JOD0.PATE) Nwr 3823-980837 3923ME05 5923-090605 SQ 1150 MAN BOTH Eq,RICE ao City of Northampton o -, S`c, Massachusetts DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building �y, , Northampton, MA 01060 Fee Calculator for Residential Properties Location : J �j 6'cc✓'e e,- Square Footage Amount f Basement @ .20 1ST Floor @ .50 1 �U s v 2nd Floor @ .50 v� Floors, Finish Attic, Garage @ .20 _ Deck / Porches @ .20 ' -� Total : �� L1 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: jq BepcJer &.0c)z A002 The debris will be transported by: wl�c�r� ( rLj'=L(Vn The debris will be received by: Vaitfv c t Building permit number: Name of Permit Applicant ,�;�� � � 1715 Date Signatur of Permit Applicant BERKSHIRE HATHAWAY Worker's Compensation and Employer's Liability Policy INSURANCE GUARD OMPANIES NorGUARD Insurance Company - A Stock Company Policy Number DAWC560751 Renewal of NEW NCCI No. [25844] Policy Information Page 1[1]Named Insured and Mailing Address - Agency David Jagodzinski AP INTEGO INSURANCE GROUP P.O. Box 204 333 W. Commercial Street f North Hatfield, MA 01066 Suite 2500 East Rochester, NY 14445 Agency Code: NYINTE10 s i x Federal Employer's ID 46-2051033 Insured is Individual s j Additional Names of Insured i j (N2) A & S Building and Remodeling a Locations on Policy (1-2) 123 Depot Rd. , North Hatfield, MA 01066 I (12/01/2014 - 12/01/2015) 4 [2] Policy Period i From December 1, 2014 to December 1, 2015, 12:01 AM, standard time at the insureds mailing address. `s [3] Coverage s, A. Workers' Compensation Insurance - Part One of this policy applies to the Workers' Compensation Law of the following states: Massachusetts B. Employer's Liability Insurance - Part Two of this policy applies to work in each of the states listed E in item [3]A. The limits of our liability under Part Two are: i Bodily Injury by Accident - each accident $100,000 p Bodily Injury by Disease - each employee $100,000 Bodily Injury by Disease - policy limit $500,000 { C. Other States Insurance - Part Three of this policy applies to all states, except any state listed in F item [3]A. and the states of North Dakota, Ohio, Washington, and Wyoming. D. This policy includes these endorsements and schedules: i See Extension of Information Page - Schedule of Forms [4] Premium The Premium Basis and, therefore, the premium will be determined by our Manual of Rules, Classifications, Rates, and Rating Plans. All required information is subject to verification and change by j j audit. (Continued on another page) Total Estimated Policy Premium $ 2,862 Total Surcharges/Assessments $ 146.00 Total Estimated Cost $ 3,008.00 INTERNAL USE L9 Page - 1 - Information Page MGA : DAWC560751 WC 000001A Date : 12/10/2014 MANOTE Issuing Office: P.O. Box A-H, 16 S. River Street,Wilkes-Barre, PA 18703-0020 • www.guard.com The Commonwealth of Massachusetts Department of Industrial Accidents u Office of Investigations w a I Congress Street, Suite 100 Boston, MA 02114-2017 5�•� www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information //�� e a n Please Print Legibly Name (Business/Organization/Individual): A t J X711 Address: 2 r), 3C L1 City/State/Zip: Phone#: 3 30 " `X/ Are you an employer? Check the appropriate box: Type of project(required): 1.50 I am a employer with ? 4. ❑ I am a general contractor and 1 t� 6. ❑New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.t 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#I must also fill out the section below showing their workers'compensation policy information. f Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. TContractors 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: `C1 lw � 1,n fir,; a• — Policy#or Self-ins. Lic. #: A W C.J L 0-7 7 ( Expiration Date: 1 Job Site Address: 14 tJCl;y�` &cok ;2 _City/State/Zip: (,G 5Ss GV53 . 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. ]do hereby certify unde t e pai an penalties ofperjury that the information provided a ove i true and correct. r r Signature: Date: f - Phone#• It 3 .,9 30 It C' 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 7 8.1 Licensed Construction�Supervisor: p,_' Not Appplicablej 0 Name of License Holder: �/CS i� �Ct(w C Li l�l r _ �+.� - ` V ( `�b License Nu )ber /i Address Expiratio Date ( 3G ' �� L� Si nature Telephone 9.Registered Home Im rovement Contractor: Not Applicable ❑ Company Name , Q Registra Y on Number Address (� Expi tion e t � N , , � akf,(-t(d, H_,cffelephone ` - 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 build g permit. Signed Affidavit Attached Yes....... d No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the 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 ❑ Replacement Windows Alteration(s) E] Roofing ❑ Or Doors E] Accessory Bldg. ❑ Demolition ❑ New Signs [E:3] Decks [C] Siding[o] Other[ED] 7 Brief Description of Proposed �{ Work: �Gw \lCi�'e_ iizT" bc ':At Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a.If New house and or addition to existing housing complete the following: a. Use of building: One Family_�) Two Family Other b. Number of rooms in each family unit: / I Number of Bathrooms c. Is there a garage attached? _ ra t,),,! Ft.�r-���w � ii / i 30' d. Proposed Square footage of new construction. %Dimensions e. Number of stories? f. Method of heating? t'o' At c Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction "e Z, C�c n5�r�char� i. Is construction within 100 ft.of wetlands? Yes __X_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. I. Septic Tank City Sewer 2S well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT pc'hV'ZV_ �V,V�_ , as Owner of the subject property hereby authorize ' w`S to act on my behalf, i II matters relative to wetk authorized by this building permi application. W ature of Own r Date/ 1, _�>e t A �c�CtvC�Z 11 S,i-j ,as Owner/Authorized Agent hereby declare that th tatements 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. I Cle") Print Nam J "4v Signatu of Owrie A 'Ent Dat Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by �^ p Building Department Lot Size Frontage Setbacks Front _R%l Side L: R: L: 3135 R: Rear '571 Building Height "P (a V4 u Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved r'(;J' 600 parking) #of Parking Spaces Fill: (volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DONT KNOW ® YES Q IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO ® DONT KNOW ® YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW ® YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ® Obtained o , Date Issued: C. Do any signs exist on the property? YES NO M 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: E. Will the construction activity disturb(Gearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES° NO-1 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only City of Northampton status of Permit: 1� Building Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability SEP 23 2015 Room 100 WaterrWell Availability orthampton, MA 01060 Two Sets of Structural Plans E100c,Plumbing i a.. ir« 3-587-1240 Fax 413-587-1272 Plot/Site Plans North 000 Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Prouerty Address: This section to be completed by office / Map Lot ( Unit Zone Overlay District ke�i �(U.ss. piQ53 Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: gel k /IQ Y 06i St- No(-t�C1g2 Vrn ,-Al"Ss X1,6 Name(Print) Current Mailing ' ess: i ° Telephone Signature 2.2 Authorized A ;4' Name(P ) Current Mailing Address: c7iC l tc> Signat Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by rmit applicant 1. Building l) d I D o o (a)Building Permit Fee 2. Electrical/` 006). C)z) (b)Estimated Total Cost of U� Construction from 6 3. Plumbing 15 Coop 04 Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection / `0 Lit 6. Total=(1 +2+3+4+5) Check Number ' Tu This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2016-0401 APPLICANT/CONTACT PERSON DAVID JAGODZINSKI ADDRESS/PHONE P O BOX 204 NORTH HATFIELD01066(413)230-9160 PROPERTY LOCATION 14 BEAVER BROOK LOOP A MAP 06 PARCEL 064 000 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid ` Building Permit Filled out Fee Paid Tyneof Construction: CONSTRUCT 2 STORY SFH W/ATT GARAGE/PORCH New Construction Non Structural interior renovations Addition to Existing Accessory Structure - Building Plans Included: Owner/Statement or License 106068 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION 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 Elrmol* ' n lay ✓-/1-16 Si ure of Bui ding O facial 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. 14 BEAVER BROOK LOOP BP-2016-0401 GIs 4: COMMONWEALTH OF MASSACHUSETTS Map:Block: 06-064 CITY OF NORTHAMPTON Lot: -000 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-2016-0401 Project# JS-2016-000631 Est. Cost: $275000.00 Fee: $1668.40 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: DAVID JAGODZINSKI 106068 Lot Size(sq ft.): Owner: MELNIK PATRICK J Zoning: Applicant: DAVID JAGODZINSKI AT. 14 BEAVER BROOK LOOP Applicant Address: Phone: Insurance: P O BOX 204 (413)230-9160 WC NORTH HATFIELDMA01066 ISSUED ON.1/11/2016 0:00:00 TO PERFORM THE FOLLOWING WORK.CONSTRUCT 2 STORY SFH WATT GARAGE/PORCH POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: 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 1/11/2016 0:00:00 $1668.40 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner