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36-351 GONT'D RIDGE VENT 14"LVL RIDGE BOAR RIDGE VENT R-38 BLOWN 1/2"COX ROOF ZIP 5HEATHIN6- CELLULOSE INSULATION ASPHALT SHINGLES ca`C`&,T`CS i+ S� s 2X12 RAFTERS @ 1 b"OC. I, ;1, R-38 BLOWN VJ/15#FELT ARCH 90 30 YR \ J �GELLUL05E INSULATION 2X10 RIDGE BOARD ASPHALT SHINGLES / a 2X8 RAFTERS @ lb"OC N/15#FELT ARCH q0 30 YR ° 2X4 KNEE YVALL @ 16"OG 12 ��-- 1/2"ZIP RYVOOD I JO 5�6"{/.�"f 8 !EE q0 36"ICE AND MATER BARRIER -- - -aAx 3b"ICE AND MATER BARRIER 2Xb PLATE // 2X6 BOTTOM PLATE T.B.D. 2X4 4N T&G AD VA TEC C FLUSH LVL BEAM Q S ((f(/�Al� 8 3/4"T&G ADVANT r7 � � Q 12 7 b"FASCIA 2-2X6 OF FLARES n 2-2X6 TOP PLATES 2-2X10 HEADERS 12"VENTED SOFFIT R•32 B LON N CELLULOSE BLOCKERSAND RUNNER 5 R-20 BLOWN CELLULOSE INSULATION o 710N DRILL AND FILL LVL HEADERS AS REQ'D. R-21 3"DEMILEC HEATLOCK 2X6 EXT STUDS @ 16"Or, I5T5 @ 16"OG 50Y B-200 o 5!8"FG N GEIING AND ATT YVALL 2X6 EXT STUDS @ 16'OG A BY 5UFPLIER GL05E0 CELL FOAM z 1/2"ZIP SHEATHING- 6ARAC7E AIR SEALING ALL CRACKS AND 1/2"ZIP 5HEATHIN655 AT RIM JOIST, SEAMS KITH CAULK&IGYNENE FOAM '_ RAFTER BAYS @ EAVES HARDI-PLANK SIDING HARDI PLANK 510I1,16 2X6 PT SILL VV/SEALER I JOISTS 16 DG__. 2X6 P7 SILL W/SEALER /4"T&6 ADVANTEGH I @ APPROX GRADE 4"POURED CONCRETE FLOOR YW 1/2"X 12"ANCHOR BOLTS VJ/1/2"X 12"ANCHOR BOLTS R /_1 1!8"RIM BOARD b'OC @b'OC\ APPROX GRADE 5"POURED CONCRETE FR05T HALLS DAMPROOFIN6 BEAMS AS EQ'D. 18"X 12"CONT'D FOOTINGS 8"POURED CONCRETE YVALLS--_--- ,4"POURED CONCRETE FLOOR 15"X 12"CONT'D FOOTING- F L FOUNDATION VAA 5 = I � THERMAX RIDGID INS LATION R-12 14"LVL RIDGE BOARD 112"COX ROOF ZIP 5HEATHING CONT'D RIDGE VENT ASPHALT HINGLE5 2X10 RAFTERS @ 16"OG \ YV/15#F LT ARCH q0 30 YR \y R-56 BLOYVN CELLULOSE INSULATION 12 36"ICE AND HATER BARRIER 4 ((��,,'�77 (l r1 oo nn '1 1, 1 1 ii 'rgln 'I Z 2X10 CEILING JOI5 'OG 2 a " 2X6 EXT STUD5 @ 16"OG / 2X12 RAFTERS @ 16"OG v R-21 INSULATION o 12 q'0"G H 7 TI, CELLULOSE 0 9 36"ICE AND MATER BARRIER 8 R-38 BLOWN __ _.____-_ HOOD 1 J015T5 @ 16"OG ° 6"FASCIA GELLUL05E 5UItA I 3/4"T&6 ADVANTEGH _ AS REQ'D.BY SUPPLIER _ 12"VENTED SOFFIT 2-2Xb TOP FLARES 'AIR 5EALIN6 ALL CRACKS AND 2-2X10 HEADERS_ SEAMS YVITH CAULK&IGYNENE FOAM BLOCKERS AND RUNNE 1/2"DRYYVAL NTFI 2Xb EXT STUDS @ 16"OG 1, R-21 3"DEMILEG HEATL UPS @ 16"OG MARDI PLANK 510ING 'I 50Y B-200 CLOSED CELL FOAM q'0"GH 1/2"ZIP SHEATHING AT RIM JOIST, C.H. — R-20 BLOWN CELLULOSE INSULATION R-20 BLOWN CELLULOSE INSULATION RAFTER BAYS @ EAVES HOOD I JOISTS @ 16R AS REQ'D.BY SUPPL — I � 1 1/6"RIM BOARD - o' APPROX GRADE ° m LVL ENWN.GAR 2X6 PT SILL YV SEALER �I ' _ BEAMS A5 RE 3 112"X 12"ANCHOR BOLTS —21 3 a DAMPROOFIN6 � ° @6'OG 3 1/2"LALLY COLUMNS 8"POURED CONCRETE NALL5 4"POURED GONGRE a- DATE: 36 X 36 X 12 GONGRE7E PADS 36X36 CRETE PADS 12/4/2014 18"X 12"CONT'D FOOTING ALL FOU N PATIO N Y4ALLS �i SCALE: THERMAX RIDGID INSULATION R-12 SHEET:" A- 5 i i 11'-q.. 13' 11,•9„— _, i --5'-1" 2'•10 5,-1.. ',,, o ��I �3747G7� �I m 1 i I I DN I w 42"HALF !I o WALL d II GALLERY � �� z 0 h i 9'0"CEILING HIGHT I, 9'•0 1l2" '� r ' � I 3060 7943 m -] , ti { L r SKY �- LIGHTS , ® F 3068 --. -r CC r t• 0'-10" A 5TUDI0 0 E+ o 1f1 9'0"CEILING HIGHT o g In � \ Y Cl a '. 7943-2 F I c0 —I� 20'•10" _ -_-_._-- --� 9' --_-- --- ----11'-4��__. z o 431 I - -__- 12/Z/Z014 i SHEET: A-3 - h/ 12'•0 ill' ----- ---12'-01Y2"------ �- 5 3'-b 112" 0 2443 3 B 2943 2445 — — Y N m 12-0 112° N N , ...°1A®§ A o urIUIY , PANTRY 4 z CLOSET 5 I2' 3 306 5066 N em ey II QVI N 20,_4., _.__-- —___. — .0 m 4 19ITCHEN $m. ry ---- _. ry MASTER N _ w U < Z 1/2" 5 "3 N 3 2" ® ,.flush beam IVi'�_ pp N 3B6e� 3060 — 5 1/2" 16'-01/21, 4' tD m i ry C Q ROOM `� 2T 0 BEM BROOM ot5 51 `L•� �.. 51/2„ ^ WC GEILIN6 HEIGHT 22'-b Q" -r Y -r N N 6068 — 215 up 20'-0 1/2" o 1/ 5 1 -8 - 5 22-6112" iv � R o :>• � m c � G :o x LIVING ROOM 518"FG DRYWALL ON ^ CEILING AND ATT WALL a 4066 4"POURED CONCRETE FLOOR fY ry ry N 2155 6 N 2955 2155 10" STUDY so' " 6'_6„---af�-_3,_3.. 3�_3„ 3_1 � r o m in ,4 in q•—� 16' w COVERED PORCH ib ^ a /PLANTER N - ---- - T- ----- :4 21 2 � DN �-wh 11" -4'-41/2"-. LIVING AR 1967�q6 SCALE: 21'-10 1/2' S 14'-b 1/2" 2' 22-4” SHEET: A-2 PROVIDE I BEAM POCKETS .. "POURED CONCRETE WALL I - 1 16"X 12'GONT'D F6 7NGI a ' WOOD I J 15T5 ASR Q' .BY UPPLIER I UP G a g•T I I I i , m o I I I II �I I FRAMED WALL CONCRETE PADS I /DROP FOUNDATION 16'X4' LVLENGINEERED I -- - 16'--- - in CARRYING BEAMS AS REQ'D. I I I 4 UNEXCAVATED\ WOOD 1 JOISTS AS REQ'D.BY SUPPLIER L--- I ----------- �. I' I I 4"LALLY COLUMNS BEARING WALL :. I W/5PFLD GAP AND BASE' I I > I POURED CONCRETE WALL I W 0" 10"X 12"CONTD FOOTIN65— I o I I 411 61 I s I ? I I I I I 4"POURED CONCRETE FLOOR I I I I in 1 : I W \\ I , I I I OOD I JO15T5 I I PROVIDE j AS REQ'D,BY SUPPLIER- POCKET I UNEXGAVATED I — ---------------- --� I \ I. --------------- -- I �I I I :I I I m \UNEXGAVATED\ m I I o fr \ P I I I I 1 I I :PROVIDE M.O.FOR 8'0"OH DOORS I .n REINFORCED. ---� I z I , L------ -------J �—' -------------- j--J ---r------ ------ n -- 6' 70, b'-4„ DATE: 15' -..-2 T'---ter 2' y�-2�, 2� 22.4„ ' 12/2/2014 15' 2' 10'-2" 2' 22'-4" --_— -- 59'-6" SCALE: SHEET: A- 1 E w° r ; a 1j? t_ F- FT LAF +,� • �°c• -tom,.:- ____.._ r i 666 fv, i —tII1r cr, r!i 1 t i 4L I 3 i 4 j r w - y M. Z r. t w t d�s.'xsSnd 4^�$ 5 f _ 1 �`�� t `•r ' '` t�''3' _`f ,,tom �rina�at JEMI 9� 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: cmillera)northamptonma.gov Thank y f r ooperatio n then tters. huck Miller City of Northampton Assistant Commissioner and Zoning Enforcement 24. Floor joist systems that are not equal to 1%" nominal dimension must be covered with %" drywall or 5/8" wood structural panel or equivalent with some exceptions. 780 CMR R501.3 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 air tight cavity, which you must create. 37. Vapor retarders. Although these are still in the code with some exceptions, one must understand that there is a difference between a vapor retarder and 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 on the insulation that 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. 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 1/3r'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%" 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 #X Massachusetts r DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building ds � Northampton, MA 01060 s�;�, •�1 . INSPECTOR Gregory Quill December 16, 2014 23 East Hadley Road Hadley, MA 01035 Subject Location: 33 Emerson Way Map Block: 36-351 Mr. Quill, Your building permit application dated 10-29-14 and plans dated 12-2-14 have been approved as drawn, noted, and per this memo.All work must meet all applicable codes whether noted or not included within this memo. Please follow up on the following items: These items will need to be accomplished as the project moves forward and before rough inspections; 1. Braced wall detailing required at the garage. 2. HERS Initial and final ratings, duct blast results, and a signed Thermal Bypass Checklist. 3. Smoke, Heat and CO detectors throughout the structure to current building codes. 4. An emergency escape window is required within every bedroom, basement, and walk-in attics. 5. Any window in a hazardous area must be tempered. 6. Any window with an opening is within 24" of the F.F. and 72"A.F.G. requires a restrictor. 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.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 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 ROOF FRAMING PLAN 1 P D --2X12--R04 F-TERS-16" -OZC ......................... USE SIMPSON A35 ANGLES (2 PER RAFTER) AT EACH RAFTER TO SHOE PLATE CONNECTION TO PREVENT RAFTER THRUST .............. OVERFR+NG NOT SHOWN S1 .p,00F RAFTERS 16, L Al p y A & Tyr" Qty. Pz,d.,t L—gLh At S ;t CO I q 2 2 sp= 7 2 7' 1• T-1 length: 44' 0- A!,prod— t—d--k, 01 2 2 p y I 44 H. F*".----70' rk Miles Inc. NOTES: 'ITH --d...d od ao 21 West St. West Hatfield Ma. G17 0 ply 0 2ND FLOOR STRUCTURE A.H^e G18 0 ply 0 z B 24 -B 3 0 ply 0 ply l, G 10 0 ply G 16 4 G 15 0 ply 0 ply (D Q) Q) cq C7 0 DESIGNED BY: G 5 G 6 0 ply 0 ply G 9 G 8 0 ply C7 0 C7 o 0 Ply .-.--B 2 -- B 21 SHEET N—EH I 0 ply 0 ply L-B 20 1stwalis 0 ply LAYOUT ED 1ST FLOOR STRUCTURE 11-9-1/8- 12'7-1/2" 12'1-3/ " -T ih w G 3 0 ply _2, c Cc 0 mo G 4 0 ply N 0 z 12'0" 4" lally columns (j) W/Spfld Plates W cj c? Bearing wall JOB:Angier RosemunNAnyier DESIGNED BY: N foundation LAVOUT 20'2" 16'0" 22-4" Rl R1 R5 1ST FLOOR FRAMING PLAN ' G3 — 21 R2 �1 D q3 a i C, 2: 2 ply 0 Z m: 5 Fraor �,5 ------ Framing l:a Le ual ------ -G2 J7 Type Qty. Product Length R1 2 0l 16" oc J1 11 Spruce-P_ne-Fir N2 2 x 12 22' 0" ,J2 12 ig p^ J3 16' 0" 1U 6' 0^ 14 4' °^ R2 JS 0" % 2 6 R1 T—' length: 1695' 0" 7� ----- Bear.6 Ledger+:a terlal ---- Type Qty. Product Length A 4" lally cc 25 3 1-3/4x9-,/2 VERSA-LAM 2.0 3100 32' 0" e6 22' 0" T W/Spfld Pla es a7 2 zz' o^ lFJC RS V ToLa'. ler:q:!'.: 184' 0" G1 2 SprucFir N2 2 x 12 R1 2 G3 2 1, p• G4 2 v Bearing wall 'I'-1 length: 144' 0" 4 w ------- Miace":.aneous.oat erials ------- 01 _ U .ype_- Qty. Prod'..rt Le^gt r xxx (R/L) Spruce-Pine Fir Y2 2 x 12 R1 xxx (R:'L c 1' 0" v Toca1 1er:gth: 71' 0" t A-'prnauct names are tracemarks n_ cne_r respective ow-ers H' H. LI R4 R1 Rl L R3 R1 m rk Miles Inc. od a sm � 21 West St. ar r aR �� West Hatfield Ma. RXX R12- U R8 i> 22ND FLOOR FRAMING PLAN =BUILD LVL INTO WALL ABGV: G17 Y. 6 R15 12 i j, R15 I HHUS4J0 DOUBLE LVL 4GER 1_ I-x 11-111—w—­ R16 G18 -2 ply M2 R17 2 Ri i 12 T-1 _R24 B3 1- 11'18-R11',­- 6 i 4 1 3 Fl 160 0 3 2 2 '01 �Glo N R15 12 12 2 Sp 10 3 1 ............. .. R15 G16 G15, P1 3 17 J3 j6 R18 REINFORCE FOUNDATION 16- oc 16" oc R2 3e 2 01 1— R15 Kl Q1, 1-d-, I I-.F-.2 2 11 11 -1 1,2 20'1- GS 3 2 1 1 3/1..11 1/8"IS, 11 2 U 11, ­V 4 pl I --I] G6 -.1 121 Ply 3-1/2" LA�ly Col— W/Spfld Plates .......... H or x -1/4" Versalam column c 16 11-11�1" 21, 0 HHU5410 DOUBLE LVL HAW61 R15 c -... .1 v-, ten, r1a 6� G 9 16 R3 2 pl y 4� 2 ply continuous garage door header J1 O 0 14' LVL 2 ply option ti .......... 5 R13 R9 R14 R11 R3 B2 B21 REINFORCE FOUNDATION 2 ply 3 ply-- 3 ply R4 F 5 rk Miles Inc. NOTE J I"r-,I 21 West St. .. ................. ... .. .. West Hatfield Ma. SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: V C� License Number Address Expiration Date Signature Te lephone 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>Tnust be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the build.Ing permit. Signed Affidavit Attached Yes....... !( No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings fone(l) 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'. . 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 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",zertifies 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 ..... ............_...............__ Oh ~� 9 7QO co') OF LOT 1 •��NS'�y PROPOSED IMPROVEMENT LOCATION PLAN RANDALL GN _ IZER A NORTHAMPTON, MASSACHUSE TS #35032 PREPARED FOR `' M ROSEMUN } LLC ° SURVEI SCALE: 1"=30' OCTOBER 16, 2014 L.R GIISTOERED P OFOESSIONAL LANDI SURVEYORS 235 RUSSELL STREET - HADLEY - MASSACHUSETTS 2014-10-29 10:36 DPW Central 14135871576 >> 14135860520 P 3/3 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: 33 Emerson Way Lot 1 Inquiry Made By: Marie Qulll Rosemund LLC 695-8795 Date of Inquiry: 10/21/14 Reason for Request: New Construction Hook into City Utilities 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: V 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 priorto making any connection to the municipal sewer system.Arrangements of such installation shall be made with the Northampton Streets Department with a minimum of 5 working days notification. All work shall conform to Northampton Streets Department specifications, John Hall Sewer Department cc: Ned Huntley, Director DPW / Louis Hasbrouck, Budding Commissioner 2014-10-29 10:36 DPW Central 14135871576 >> 14135860520 P 2/3 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: 33 Emerson Way Lot I Inquiry Made By: Rosemund LLC Marie Quill 695-8795 Date of Inquiry: 10/21/14 Number of 'Type of Single Family X Type of Private X Units; 1 Unit(s): Apart. Ownership: Condo Multifamily Rental (An»ii ant to fill nit the shovel Municipal Water Main in Existing service to Front of Location? Yes: No:X site? Yes: X No Size of Water Main; 8" Material: Ductile Iron Age; 2010 Approximate Static Street Flow Test Conducted:Yes: No:X Pressure: 60PSI if done attach results Size of Service Connection 1" Su$gested Meter Size: 5/8" Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such installation shall be made with the Northampton Water Department with a minimum of 5 working days notification, • It work s conform to Northampton Water Department specifications, 4 G uttelman, Superintendent of Water Dept, Water Entry$ 200 Meter S 100 Radio S 100 cc: Ned Huntley, Director Note: If this availability is for a new construction,it must he hand delivered to the Buildinn O/ ina e.P ctor. ` O _ 1r�I a %mb I'idmin\Pcrmits+Water Ahplicatitm'Mater Availlbility.doc �D� ROSEMUND,LLC 1ST FLOOR 1987 $0.50 $ 993.50 2ND FLOOR 1469 $0.30 $ 440.70 3RD FLOOR 0 $0.20 $ - GARAGE 517 $0.20 $ 103.40 BASEMENT 1993 $0.20 $ 398.50 PORCHES 345 $0.20 $ 69.00 SIDE DECK 169 $0.20 $ 33.80 Total SF Usuable 3456 Total Fee: $ 2,038.90 1 Emerson -Angier Hawley Post Estimate 10/29/2014 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): ROsemund, LLC Address: 23 East Hadley Rd City/State/Zip: Hadley, MA 01035 Phone #: (413) 695-8795 Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and 1 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 or me in an capacity. employees and have workers' g Y P tY• 9. E] Building addition [No workers' comp. insurance comp. insurance. required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions officers have exercised their 11. Plumbing repairs or additions 3.❑ I am a homeowner doing all work g P myself. [No workers' comp. right of exemption per MGL 12.0 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. t Homeowners 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: Main Street America Assurance Co Policy#or Self-ins. Lic.#: MPF659979 Expiration Date: 5/26/2015 Job Site Address: 33 Emerson Way City/State/Zip: Florence, MA 01062 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 certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: Phone#• Of 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 5-DESCRIPTION OF PROPOSED WORK(check all applicable} � New House [ Addition ❑ Replacement Windows Alteration{s) ❑ Roofing ❑ —t Or Doors D Accessory Bldg ❑ Demolition ❑ New Signs [O) Decks Siding(C}1 Other[t�J Brief Description of Proposed Work: Alteration of existing bedroom ' Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement ,Yes No Plans Attached Roll -Sheet sa. If New house and or addition to existing-housing, complete the foliowinS 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? d. Proposed Square footage of new construction (dimensions e. Number of stories' i f. Method of heating? �� + �' Fireplaces or Woodstoves _____.Number of each g. Energy Conservation Compliance — i i Masscheck Energy Compliance form attached?_ h. Type of construction i. Is construction within 100 ft of wetlands? Yes "�_No. Is construction within 100 yr. floodplain Yes No j Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well_ City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner of the subject property hereby authorize �to act on my behalf, 'n all atters(Olative to ork authorized by this building permit application ignature of Owner Date j.,', 1 . ,, E _ ;_ -'. as Owner/Authorized Agent hereby decla0e that the statements i3nd information on the foregoing application are true and accurate, to the best of my knowledge and belief i Signed under the pains and penalties of perjury. Print Name rn.. b Signature of Owne gent Dale Section 4. ZONING Alt Information Must Be Completed.Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 13 Frontage Setbacks Front ryV Side L:__R: L: R: Rear Building Height Bldg.Square Footage % t y Open Space Footage % (Lot area minus bldg&paved rkin #of Parking Spaces Fill: (volume&Location) A. Has a S al Permit/Variance/Finding ever been issued for/on the site? NO DONT KNOW o YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO l:J DONT KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: C. Do any signs exist on the property? YES Q NO er 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 (3"' 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 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only y of Northampton Status of Permit: j ildini Department Curb CutlDriveway Permit OCT !g ��j� } 212 10ain Street SewerfSepfic Availability Room 100 W r/Well Availability No I hampton, MA 01060 ✓ E►ecfnc,Plurrbin'-'��G�--- is of Siruciur Plans North;-;M r;-,. 31iG» o 587-1240 Fax 413-5$7-1272 Plot/Site Plans Other Specify—_,&6es ���Q 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 be completed by office Map Lot 36�1 Unit �� Zone Overlay District Elm St_District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owretrr of Record: P e i . . g NamePrint t i 7 � ,� Current Ma�l,ng Address: , l"3< s -"- i Ielephone Signature �— 2.2 Authorized Agent: t i` 'xis t RN (Print) Curre nt Mailing Address s ..ignature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only com Meted by permit applicant 1. Building (a) Building Permit Fee 2 Electrical s (b)Estimated Total Cost of Construction from 6) 3 Plumbing Building Permit Fee 4. Mechanical(HVAC) 5 Fire Protection 6 Total=(1 +2+3+4+5) `°5 Check Number This Section For Official Use Only Building Permit Number issued. Signature Building Commissionertinspector of Buildings Date File#BP-2015-0503 APPLICANT/CONTACT PERSON GREGORY QUILL ADDRESS/PHONE 23 E HADLEY RD HADLEY (413)695-4195 PROPERTY LOCATION 33 EMERSON WAY OVTs MAP 36 PARCEL 351 001 ZONE `— THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out °y I/J/„ 75-77):3 977 6 Fee Paid Typeof Construction: CONSTRUCT 1 1/2 STORY SFH W/ATT GARAGE/PORCH/DECK New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 105857 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMAT N PRESENTED: oved 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 emoliti Delay ����' Signature of Bui in 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. 33 EMERSON WAY BP-2015-0503 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 36-351 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-2015-0503 Project# JS-2015-000945 Est. Cost: $405000.00 Fee: $2038.90 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: GREGORY QUILL 105857 Lot Size(sq ft.): 12588.84 Owner: ROSEMUND LLC zonine: Applicant. GREGORY QUILL AT. 33 EMERSON WAY Applicant Address: Phone: Insurance: 23 E HADLEY RD (413) 695-4195 WC HADLEYMA01035 ISSUED ON:1211612014 0:00:00 TO PERFORM THE FOLLOWING WORK.•CONSTRUCT 1 1/2 STORY SFH W/ATT GARAGE/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 Sitinature: FeeType• Date Paid: Amount: Building 12/16/2014 0:00:00 $2038.90 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner